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Home My WebLink About49152-Z ��O`oS�FFa1KcoG Town of Southold 12/6/2023 a yam'` P.O.Box 1179 N 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44803 Date: 12/6/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 715 Shore Dr, Greenport Greenport SCTM#: 473889 Sec/Block/Lot: 47.-2-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/22/2023 pursuant to which Building Permit No. 49152 dated 4/21/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: deck addition with sunroom to existing single-family dwellingas s applied',for. The certificate is issued to DeFranco,Jeanne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49152 11/30/2023 PLUMBERS CERTIFICATION DATED jt ed Sign a e TOWN OF SOUTHOLD g�FF01�" BUILDING DEPARTMENT y z � TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49152 Date: 4/21/2023 Permission is hereby granted to: DeFranco, Jeanne 10 Rita Ln Plainview, NY 11803 To: construct deck addition with sunroom to existing single-family dwelling as applied for. l At premises located at: 715 Shore Dr, Greenport SCTM #473889 Sec/Block/Lot#47.-2-19 Pursuant to application dated 3/22/2023 and approved by the Building Inspector. To expire on 1012012024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $296.00 CO-ADDITION TO DWELLING $50.00 Total: $346.00 Building nspector oF so�lyQl 0 Town Hall Annex Telephone(631)76.5-1802 54375 Main Road P.O.Box 1179 sean.devlina-town.southold.nv.us Southold,NY 11971-0959 Q �yCDUN N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jeanne DeFranco Address: 715 Shore Dr city:Greenport st: NY zip: 11944 Building Permit#: 49152 Section: 47 Block: 2 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Seaherd Electric License No: 66517ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt $ Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors 2 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 200A Switches 2 4'LED Exit Fixtures Sump Pump Other Equipment: 8' Electric Baseboard Heat (3), 200A Disconnect w/40 Circuit Panel /22 Used, (4) Dual Function Breakers Notes: " AS BUILT NO VISUAL DEFECTS " Sunroom, Service, Kitchen Renovation & Smokes Inspector Signature: Date: November 30, 2023 S.Devlin-Cent Electrical Compliance Form �o�aOF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 41/ �a INSPECTION [FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �� soda u be,s U - DATE �-�s- a INSPECTOR OP SOUlyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [_ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Ov a r"l l 40,ouwtrue 1 S�XQ ll s lgeA io/" . K�4 �o Ga 0& 4c-t - w� DATE �' I7. o?j INSPECTOR qqj ��OF SO �° # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1602 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL�,✓aw-v [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] P C/O [ ] RENTAL --o R ARKS: ' 5 ✓ A4 ilk i h v DATE D INSPECTOR OF SOUIyOlo I �FZSOUTH07LD# # BUITOWNI�N� „G^D�EP � •-- - 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ -]- -ELECTRICAL-(ROUGH)- [ ]- ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O [ ] RENTAL REMARKS: 0/0 AIO.R;A- k-p- c o- A 42�iC) L) I DATE INSPECTOR WROORULERS Order - #1313432-Q order Shipping Invoicing General Order Number: 1313432-Q Order Date: Order Type: Order Ack. Date: Mfg Customer: Four Seasons Solar Products[Four Est. Delivery Date: Seasons Solar Products Holbrook] Ship Date: Invoice Date: Comment: QUALITY INSPECT Item Qty Part Size 1 2 PC88-8800 PICTURE WINDOW 5815/16 W: COLOR{WH}, FRAME{RF}, ROUGH OR TIP TO TIP{TT}, GLASS TYPE{LECL}, IMPACT GLASS LAMI{LMIMP}, DES VT=[0.51] REGIONS=[N, NC,SC, S,]}, PRODUCT LABEL{NOLBL} Left& Right_Walls 2 5 PC88-8800 PICTURE WINDOW _ 70 15/16 W: COLOR{WH}, FRAME{RF}, ROUGH OR TIP TO TIP{TT}, GLASS TYPE{LECL}, IMPACT GLASS LAMI{LMIMP}, DES VT=[0.51] REGIONS=[N, NC, SC, S,]}, PRODUCT LABEL{NOLBL} Front, Left& Right Walls 3 3 DS88-8800 DOUBLE SLIDER 7015/16 W: COLOR{WH}, FRAME{RF}, ROUGH OR TIP TO TIP{TT}, GLASS TYPE{LECL}, IMPACT GLASS LAMI{LMIMP}, SCR SHGC=[0.2] f VT=[0.44] I REGIONS=[S,]}, CLEAR OPEN I NG{COWTH=[29.475] COHTH=[53.178] I COSQF=[' Front Wall 4 1 PH88-8800 PH-TECH DOOR 57 5/8 W X 8 COLOR{WH},TIP TO TIP{TT, CUSTOM SIZE{CUSTM}}, OPENING-2LITE{XO}, FRAME{RF}, GROOVE FILLER INSI -SC REEN.TH-F-SCREEN C0-LO-R7:WHfSCWHTP_11._HARDWAREfKEY_EDR._HARDWARE_CO.LORfW11ITF.._COA51ALP From:Janet Eppers<jeppers@fourseasonssunrooms.com> Sent: Monday, May 22,2023 10:38 AM D t5 L51J 15 To: PURCHASING<purchasing@fourseasonssunrooms.com> i1 Subject: FW: DeFranco SO SFS0005798 "! OCT 2 5 2023 From:Janet Eppers 19,U11,D�0 DF.P '. Sent: Monday, May 22,2023 10:28 AMA. , r To: FACTORY MANAGERS<factory@fourseasonssunrooms.com> O�;"� ``� ' S �'; af. `i.1 Cc:Dawn Hart<DAWN H @fourseasonssu nrooms.com>;Angus Morison<AMorison@fourseasonssunrooms.com>;John 2 250 Staunton Turnpike ORDER: 1313432-Q WI NC§jW Parkersburg,WV 26104 ORDER DATE: 5/16/2023 INLXM&""°"` PH:304-485-7460 FX:304-485-7465 EST SHIP DATE: 7/11l2023 ORDER CONTACT: ORDER ACKNOWLEDGEMENT INVOICE INFORMATION SHIPPING INFORMATION Four Seasons Solar Products Four Seasons Solar Products[Four Seasons Solar Products 5005 Veterans Memorial Hwy Holbrook] Holbrook,NY 11741 5005 Veterans Memorial Hwy PH:631-468-6414 FX:631-5364396 Holbrook,NY 11741 PH:631-5634000 2339 SHIP VIA: STANDARD 1313432-Q 5/16/2023 la DEFRANCO ` 44250000 Defranco ALL SEAS Impact � a 1%15N60 1 8800 PICTUR 2 58 15/16 W X 15 H WHITE $0.00 $0.00 F- e-'REP CEMENT $0.00 $0.00 TO TIP `� $0.00 $0.00 /00000 LOWE/ARGON/CLEAR $0.00 $0.00 LAMINATED'lMPA f $0.00 $0.00 DESIGN PRESSURE=[LC50-( 4X67, RF=NO, $0.00 $0.00 GS=DS)] ESTAR CLIMATE ZONES NC,SC,S,] $0.00 $0.00 SOLAR HEAT GAIN=[ 2] $0.00 $0.00 U-FACTOR=[0.26 $0.00 $0.00 VISIBLE T ISSION=[0.51] $0.00 $0.00 $0.00 $0.00 Left&Right Walls ITEM SUBTOTAL: 2 8800 PICTURE WINDOW 5 70 15/16 W X 15 H WHITE $0.00 $0.00 REPLACEMENT $0.00 $0.00 TIP TO TIP $0.00 $0.00 LOWE/A_RGO_N/CLEAR $0.00 $0.00 'LAMINA?EDJMPACT4 $0.00 $0.00 DESIGN PRESSURE=ILC50-(40X84,RF=NO, $0.00 $0.00 GS=DS)] ESTAR CLIMATE ZONES=[N, NC,SC,S,] $0.00 $0.00 SOLAR HEAT GAIN=[0.22] $0.00 $0.00 U-FACTOR=[0.26] $0.00 $0.00 VISIBLE TRANSMISSION=[0,51] $0.00 $0.00 NO LABEL $0.00 $0.00 Front, Left&Right Walls ITEM SUBTOTAL: 11/6/2023 10:29:39 AM 1 of 3 ��- n �+„. �:. �� .�,� �-,'.°.��. - • � ., u° 00 Defranco ALL SEAS Impact 1313432-Q 5/1 612 0 2 3 I DEFRANCO I 44250 %15N60 F.K 3 8800 DOUBLE SLIDER 3 70 15/16 W X 58 318 H WHITE $0.00 $0.00 I�REPLACEMENT $0.00 $0.00 TIP TO TIP $0.00 $0.00 LOWE/ARGONICLEAR $0.00 $0.00 ,LAMINATEOIMPACT1 $0.00 $0.00 FULL SCREEN FIBERGLASS DESIGN PRESSURE=[LC55-(74X62, RF=A8, $0.00 $0.00 GS=DS)] ESTAR CLIMATE ZONES=[S,] $0.00 $0.00 SOLAR HEAT GAIN=[0.2] $0.00 $0.00 U-FACTOR=[0.32] $0.00 $0.00 VISIBLE TRANSMISSION=[0.44] $0.00 $0.00 CLEAR OPENING HEIGHT=[53.178] $0.00 $0.00 CLEAR OPENING SQUARE FEET=[10.885] $0.00 $0.00 CLEAR OPENING WIDTH=[29.475] $0.00 $0.00 NO LABEL $0.00 $0.00 Front Wall ITEM SUBTOTAL: 4 8800 PH TECH DOOR 1 57 5/8 W X 80 H WHITE $0.00 $0.00 - TIP TO TIP $0.00 $0.00 CUSTOM SIZE $0.00 $0.00 J LEFT OPENING XO(OSLI) $0.00 $0.00 REPLACEMENT $0.00 $0.00 ACCESSORY TRACK FILLER INSIDE $15.04 $15.04 LOWE/ARGON/CLEAR $0.00 $0.00 TEMPERED OUT. $0.00 $0.00 LAMINi4TED>IMPACT $0.00 $0.00 KNOCKED DOWN $0.00 $0.00 HALF SCREEN FIBERGLASS $0.00 $0.00 WHITE PATIO DOOR SCREEN $0.00 $0.00 KEYED $0.00 $0.00 WHITE HANDLE $0.00 $0.00 COASTAL PACKAGE $0.00 $0.00 DESIGN PRESSURE=[LC50-(94.5X94.5, $0.00 $0.00 RF=E4,GS=DST)] ESTAR CLIMATE ZONES=[NIA] $0.00 $0.00 SOLAR HEAT GAIN=[0.21] $0.00 $0.00 U-FACTOR=[0.35] $0.00 $0.00 VISIBLE TRANSMISSION=[0.43] $0.00 $0.00 NO LABEL $0.00 $0.00 Right Wall ITEM SUBTOTAL: TOTALS: 11 SUBTOTAL: TOTAL: COMMENT: QUALITY INSPECT 1116/202310:29:39 AM 2 of 3 D 0 W iTEM 1 1TEM 2 ITEM 3 ' ubr: 8800 PICTURE WINDOW 8800 PICTURE WINDOW 8800 DOUBLE SLIDER 58 15/16WX15H 70 15116WX15H 70 18/16WX68 318H CITY:2 QTY:5 QTY:3 ITEM 4 8800 PH TECH DOOR 57 518WX80H QTY:1 — -- --—-- 11/6/2023 10:29:39 AM 3 of 3 CARDINAL IG GLASS PERFORMANCE COMPARISON Center of Glass 1 2 sn4 z 3 a 5 s 1 z 3 4 5 s Visible Light Winter U-factor Temperature Data Ultraviolet Light � I I �� Trans Reflectance - RHG Btu/hr/ftTF Indoor Glass Temp °FP46 Transmission ttt_ 111 (T,ij Out(Rt) In(Rb) ` SC SHGC (Btu/hr/ft2) Air Argon Winter Summer (T.) 3.1mmLoE3-366 #2 /10.5/8.6L 63% 12% 13%' 0.31 0.27 - 65. 0.29 0.24 56 84 <1% 3.1mm LoE?-272 #2 /10.5/8.6L 70% 11% 12% OAT0.41 .97 0.30 0.25 56 88 _3.1mm LoE3-366 #2 /11.5/7.OL 64% 11% 12% 0.31 0.27 66 0.29 0.24 57 84 3.1mm LoE2-272 #2 /11.5/7.0L 71% 11% 12% 0.47 0.41. 98 <1% GENERAL NOTES: (1) Data was calculated using the LBNL Window computer program per NFRC environmental conditions. (2) 90%argon/l0%air fill is used for IG's with LoE coated glass,otherwise 100%air fill is used for uncoated units. (3) The UV Transmittance is determined as an average for wavelengths 300-380 nm. (4) UV Damage Weighted Transmittance(Tdw)is the weighted average for wavelengths 300-700 nm(based on CIE 89/3). (5) "Indoor Glass Temperatures"are taken from the center portion of the glass. Or4Z p a C: � CNi7 FU n � � 1 "1 f� s (4� CARDINAL + Glass Industries Laminated Glass Superior Laminated Glass for pp Special A lications Life can be unpredictable. We are all concerned about the safety of our families and homes. Weather can cause havoc. Traffic and other factors make the world a noisier place. Cardinal's laminated glass provides a level of security, serenity and custom design options that otherwise cannot be realized with ordinary glass. We deliver unequalled leadership in glass engineering. Our innovation over decades in business has established a level of trust and confidence that window and door manufacturers count on. More architects and building professionals are turning to Cardinal's laminated glass for windows, doors, railings, and decorative enhancements. rs .. 1 1Ix SAFETY SECURITY HURRICANE RAILINGS �' SOUND FADING DECORATIVE r Glass Interlayer Laminated Construction Laminated glass consists of panes of annealed, heat-strengthened, or tempered glass with one or more invisible interlayers. It is like a blank canvas waiting for your own personal design requirements. Safe and Sound Inside Your Home Accidents and injuries involving glass breakage in the home is a part of life, but much can be done to reduce their frequency and severity by using laminated glass. When ordinary annealed glass breaks, the large fragments pose a threat to safety. Tempered glass reduces risk by resisting breakage and breaks into small, benign pieces. Only laminated glass does more: it is the type of safety glazing that remains intact within the window frame. Cardinal's laminated glass is used for important safety applications, including skylights, conference rooms, window walls and internal partitions. Looking for maximum safety? Laminated glass can also be customized with tempered panes to provide even more protection. ah lit '�,,� a ^--- •Jrlr� i 1 6,rj' -r � . ' +•, � a •�.a`'`. +�.�.,I/l�l'y'+c�./' ,�N�' \� ` \ ' Annealed Glass Tempered Glass Laminated Glass Large, dangerous shards Small, benign pieces Remains intact in frame Safety Glazing Certification Council (SGCC) Cardinal certifies its laminated safety glass products through the Safety Glazing Certification Council (SGCC). The SGCC is an independent agency which confirms that safety glass meets the following industry safety standards: ANSI Z97.1 Class "A" and CPSC 16CFR 1201 Cat II — laminated glass with 0.030" interlayer and thicker • ANSI Z97.1 Class "B" and CPSC 16 CFR 1201 Cat I — laminated glass with 0.015" interlayer Enhanced Protection from Intruders Specialized security glazing used in Cardinal laminated glass transforms a window or door into a fortified line of defense. Our laminated glass passes tests from international standards organizations, including the ATSM International test for halting forced entry (ASTM F1233) and the burglary resistant guidelines issued by Underwriters Laboratories (UL972). Designed to keep people and property safe for longer, there are multiple glazing options available to suit your specific needs. •.w MUM 10. BASIC ENHANCED HEAVY DUTY Basic security glazing consists Enhanced security glazing Heavy-duty forced entry of an interlayer sandwiched is suitable for areas at risk glazing will deter entry from between two glass layers. It of burglary. This level of repeated assaults for longer offers owners the peace of risk prevention will extend durations of time. mind that accidental human deterrence to entry. impact will not shatter the affected area. .�NTER�yER -INTERIAYER .�N?ERIAYER .�NTER�YER Thick interlayer with minimum Thicker interlayer with minimum Multiple plies of glass with multiple 0.030 width 0.060 width plies of interlayer. y C 2 o f Calm in the Eye of the Storm For coastal residents, the threat of intense hurricane seasons demands substantial protection. Damage caused to glass doors and windows from debris during hurricanes is common, and these calamitous events can have an impact on the structural integrity of homes. A breach in a window opening can lead to a monumental pressure increase inside the home, that at worst can lift off the roof and push out the walls. Will - Mw �� err G�� ,llii� lillll��l v y - Dill:; ill + II II 1 fir. j� • • • • • • •' �. uni m �; @Photo Credit JOHNNY MILANO � 4t* SeMm "--,rir♦:,�+ram Sea-Storm impact-rated laminated glass helps preserve the building envelope, minimizing the damage. r When a building is breached through a broken window, wind can enter the building and create a sudden pressure increase that lifts the roof and pushes the walls outward, causing the building to collapse. Glass Railings that Clear the View Cardinal LG provides laminated glass for railings as an attractive and classy option for contemporary buildings. We fabricate the glass for maximum safety and appealing aesthetics. Since 2015, code requirements from the International Building Code stipulate the use of tempered or heat-strengthened laminated glass in most railing applications. Cardinal's laminated glass meets this code and is an excellent choice for railings in structural glass applications, exposed edge laminates, floors, and stairs. cc i Structural Interlayers High performance structural interlayers such as SentryGlas® and structural PVBs (e.g., Saflex DG41) are ideal choices for glass railings, balustrades, canopies, or projects where exposed edges are involved. This is due to their increased structural and post-breakage properties over a wide range of temperatures and superior edge stability. Cardinal LG offers complete production services for your design requirements. Polished edges Mitered corners I Hole drilling I Specialty colors Experience a New Leve [ of Peace and Quiet The modern world can be a very a noisy place. The constant din from planes, vehicles and industrial activity can cause major disruption to your everyday life. To protect your home from unwanted noise, windows and glass doors now must play a new role. i i i 1/4" Mono Glass 2 Pane 3/4" Annealed IG 7.0 Acoustic PVB 31 STC 31 STC 36 STC 29 OITC 26 OITC 32 OITC is 2 Pane 1" IG w/1 7.0 PVB 3 Pane IG w/3 7.0 PVB 39 STC 44 STC 31 OITC 33 OITC The Science of Sound Control STC (Sound Transmission Class) is widely used to measure sound dampening between frequencies of 125 Hz to 4000 Hz. OITC (Outdoor-Indoor Transmission Class) is a more modern and "real world" test that covers sounds on the lower end of the frequency spectrum, from 80 to 4000 Hz. In both cases, the higher the number, the better the sound deadening effects. Cardinal provides more options for specific noise reduction situations. Acoustic PVB interlayers with boosted sound reduction performance are available to keep sound in its desired place and make your noise concerns a relic of the past. Remember: choosing the right glass thickness, interlayer and IG configuration will create the sound performance results you desire. Keep Your Interiors Lookingflew The sun is an essential component to living on earth, but it fades carpets, furniture, and other materials inside a home. However, laminated glass cuts most fade-inducing rays and protects your interior long term. Ultraviolet light has the greatest impact on material fading, and is often measured through Ultraviolet Light Transmittance (UVT) and Damaged Weighted Transmission (Tdw-ISO) tests. Single pane clear glass, with a UVT of 73%, offers very little protection. - k , P ' 11 r wr SINGLE CARDINAL PANE CLEAR No Fade Enhanced UV LAMINATED GLASS Protection Protection GLASS Fade Reduction Cardinal's laminated glass can be optimized to block out much of the sun's fade damaging rays so that your interior remains unblemished. In addition, laminated glass can incorporate embedded LoE coatings to reduce glare and solar heat gain while still allowing pleasant visible light to illuminate your rooms. Vision . Transformation . Art . Whether it be in doors, partitions, railings or walls, Cardinal laminated glass can be produced to make distinctive pieces that transform a room. The creative possibilities of Cardinal's laminated glass only stop when your ideas do. Thanks to both interlayer and outer-pane design customization, there are thousands of different options that you can choose from to create the exact design you want for your next project. 4 ,dhL 4410 Oy f• " - 7 Customization Along with being able to add colors, textures, and highlights to laminated glass, the flexibility of the interlayer is also noteworthy. You can add other products such as mirrors, prints, and wood veneers during the design process to create timeless pieces that are exclusive and memorable. CAPABILITIES I Ceramic ink printing I Vanceva® colors I Customer-supplied materials Cardinal LG Advantages A RELIABLE PARTNER FOR DECADES A COMMITMENT TO THE FUTURE Cardinal LG is part of Cardinal Glass Our Cardinal LG Technology Center Industries, the premier residential R&D facility pushes the envelope to glass supplier to America and the make the near impossible a reality. world since 1962. You can rely on Our customers are always able to our continual delivery of the highest integrate tomorrow's laminated glass performing glass products attainable. innovations in their product designs. ' + i 41 t ' .M a �01 A CONVERGENCE OF INNOVATION A PROMISE OF QUALITY Customers of Cardinal's laminated Even on large scale, high-capacity glass also benefit from the vertically orders, quality is never sacrificed. Our aligned glass products, whether they online, real-time Intelligent Quality be LoETM coatings, custom shapes and initiative contributes to you receiving sizes, decorative grilles, and insulating defect-free laminated glass on glass configurations. every delivery. son 3 � i s = u y 44 a Comprehensive Glass Solutions Cardinal encompasses a large family of technologies that provide the perfect glass solution for your requirements. Tt �Q 4j .''�y�lilljSsPP i { L 44t,1 Lot COATED GLASS ' Ultimate solar High solar gain control glass applications LoE3-366 LoE-180 Glare control r Maximum U-factor glass '40 ,t efficiency LoE3-340 j LoE-i89 LoE2-240 Moderate solar �►�� Naturally cleaner ctrol glass glass ME] LoE2-272 Neat Neat+ \ LoE2-270on INSULATING GLASS The ultimate warm Preserve Glass protection edge IG through installation EndurlG +A A Preserve OTHER TREATMENTS Versatile safety glazing Custom Tempered Glass Laminated Glass Performance Data - Examples r Product Vis Ext Vis Int Vis UV Tdw- SHGC U-Factor U-Summer Trans Refl Refl Trans ISO 6.Omm 89% 9% 9% <1% 59% 0.80 1.01 0.91 ,. (Clear-2.7/.030 PVB/Clear-2.7) 7.6mm 88% 10% 10% <1% 60% 0.78 0.96 0.87 (Clear-2.7/.090 PVB/Clear-2.7) 10.0mm 87% 8% 8% <1% 60% 0.76 0.98 0.89 (Clear-5/.030 PVB/Clear-5) 11.7mm 86% 9% 9% <1% 56% 0.73 0.94 0.86 (Clear-5/.090 PVB/Clear-5) 11.7mm 86% 9% 9% <1% 60% 0.74 0.95 0.86 (Clear-5/.090 SGP/Clear-5) 8.6mm 59% 6% 6% <1% 42% 0.65 0.97 0.88 (Gray-3/.090 SGP/Clear-3) 8.6mm 61% 13% 13% <1% 39% 0.34 0.96 0.87 (E366-3#2/0.090 PVB/Clear-3) 13.6mm 60% 13% 12% <1% 39% 0.36 0.94 0.85 (E366-6#2/0.090 PVB/Clear-6) 11.7mm 30% 13% 6% <1% 19% 0.28 0.94 0.86 (E366-5#2/.030 GREY.060 PVB/Clear-5) 11.7mm 15% 13% 5% <1% 10% 0.24 0.94 0.86 (E366-5#2/.060 GREY(2X030).030 PVB/Clear-5) 11.7mm 7% 13% 5% <1% 5% 0.22 0.94 0.86 (E366-5#2/.090 GREY PVB(3X03o)/Clear-5) 11.7mm 35% 7% 12% <1% 23% 0.37 0.95 0.86 (Grey-5/0.090 PVB/E366-5#3) ■ fi.. [oil For more information,visit us CARD I NAL LG *- online atcardinalcorp.comAami �pp�o` p rpE r .yY } fib``,L• 4.i o r 1 r�'�� t r� �R •A � � a 1 ��. �t� i .� �f1' Kih� �F.` ,. ' . �, ,�. \\ ,i ,ti ,. s -- ..�..r+r r 1 � ` M` i 1. , r SE AW 51 M 20 40'C FGA2 40'C QFGA2 �L SC � O LISTED E/6878 L)SiEO E46&786 Cirud Breaker C�wd Breaker� GFCI and GFCi and COTE�� es o�l Issue o� Inlerrup►mg Paling Interrupting Baling 10kA 120V`� tOkA 120V ti Max.RMS Syrn• Maz.RMS Sym. 60 Hz 60 Hz CFCI! F^CI C CI GFACI _ -- ARc ARc I 0 © FAUL FAULT GND GND FAULT FAULT TEST TEST EMIS FdA - _ - AG022 AG022 - SIL '', H2308290582P2308291218 e lb n Fle r�' 11�u CU/1Le ALII$•. DA e D- A'v1G CU�'18-,� ;' N N rl ' M 15 15 20 20 wb► ® GEA1.1 CBJD4 Ca ft UM 0511E N0. MSMNO. 4 MID MRot Buis L-Sm L-5538 LAW 1 PoN ■ Ty➢YIgoOP 12 a ' g4op >: i 0rocavePoe do � R1w*dffCawn _ powd'b _ VyfJ�gl"s A V- IW%�At6SMNP5. 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EMS �. a T�p.ftbo OP PD,IVO�d�I1 OUCFOR town � ' 1 AYEO Ili 1 �4�9q �+ /hid 0l CaPn F AtMO " Com- i I,� ��° Araw% , 1 tqo o ,10�vim. ..pro..—f m ups ,0000iaoawv- ,rIMElir1A1C ,sau�Na , 1s5� f - -• MY- E62016 i , • � SIEMffYS� l UMD ErWS r� • f� t • 3 n ' FIELD INSPECTION REPORT DATE COMMENTS A,, Sono�vh vSciC �ph� O*—. Ole- � m FOUNDATION (IST) Gon , . ------------------------------------ C FOUNDATION (2ND) z yru� ROUGH FRAMING& I - I� � ® � m PLUMBING r INSULATION PER N.Y. (�O STATE ENERGY CODE c. FINAL V ADDITIONAL COMMENTS 0�3 �o .drse re I33"7 i► 1 c l 3 z }- m Q b H O z yx x e ro H r I g�1fFOC TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 hqt ://www.southoldtowMy.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 54� Building Inspector: MAR 2 2 2023 LJ Applications and forms must be filled out in;their entirety.Incomplete - LD -applications wilVriot be accepted,.--Where-the Appliicant,is nofthe owner,an'._ ;. BOILUINb U&J. Owner's Authorisation form,(Page 2)shall be completed. TOWN 0FSOUTHOLD Date: OWNER(S),OF PROPERTY: �Nairle: SCTM#1000- _ = �, -.� l l . Physical Address: i D 1�Itt b'n� Mailing Addres's:.. ;, ; ".CONTACT PERSON: Name: -2938 Hempftadilce .. C .D _.. b 1-0,49 1. . Mailing Address: Suite 212 _ - ._. Phone#: -U _ �� Email: l _.._. - �7 2 ` (C D- DESIGN PROFESSIONAL`:INFORMATION: Name: //'' r Mailing Address: Phone#:�� ._ U Email: n_ c, CONTRACTOR INFORMATION:: Name: Mailing Address: v Phone#: -.'5 U2> Email: DESCRIPTION'OF.PROPOSED CONSTRUCTION ❑New Structure} Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other rJao Room $ —7LI D Will the lot be re-graded? ❑Yes �No Will excessifill be removed from premises? ❑Yes Po 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants nd restrictions with respect to this property? ❑Yes IF YES,PROVIDE A COPY. pa ffi7e ®X,/Aft Rea�ln : The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by -'Chapter Z36 of the Town Code,APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and o'ther.applicable Laws,Ordinances or Regulations,for the construction of buildings; additions,alterations or forremoval,or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for_necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant,to Section 220AS of the New York State Penal Law. Application Submitted By(print name): l/l" v� 6(�uthorized Agent ❑Owner Signature of Applicant'b Date: STATE OF NEW YORK) / COUNTY OF 'N MW 1.L4)pISGV being duly sworn,deposes and says that(s)he is the applicant (Name of individual //signing contract) above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this aday of .20913 Notary Public Rosemarie Edith Kilicandw Mary Public-State of New York 0137 PROPERTY OWNER AUTHORIZATION fie in Suffolk Qualified in Suffdk Counq (Where the applicant is not the owner) 'v Commission Expiras 12025 I, ..1��i�.l� ^ f �rll1C 0 residing at L �� `Q- oy: 6no"O—ln ft do hereby authorize MOLMD to apply on my behalf to the Town of Southold Building Department for approval as described herein. iFOwner's Signature Date P�int'Own'er's.Name. 2 ",.......,�2: BUILDING DEPART ENT- Electrical ctor `-� TOWN OF SOUT 1 cz Town Hall Anne --54�75zMain Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631)'765-1802 - FAX (631) 765-9502 rogerr(aDsoutholdtownny.gov- seand(c-southoldtownny.aov i. _:tY •fie . "APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: j Z z3 Company Name: GG Name: & License No.: _ f email: h Address: So Phone No.: 5/- p _ Z JOB SITE INFORMAT ON (All Information Required) Name:. Address: I o Ir e- JD--; t.-c_ ti I L - Cross Street: 1 ✓u"M c�fe- . d Phone No.: Bld'g.Permit#: email 70r d 0 55,1 ton ,C.o�. Tax Map District: 1000 Section: Block: Lot: BR EF DESCRIPTION OF WORK (Please Print Clearly) v�`r _ � �i ve �— Circle All That Apply: Is job ready for inspection?: YES O Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected -_Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PF1`y�lE:i�!'i' DUE WITH APPLICATION 41 Request for Inspection Form.xls C f BUILDING DEPARTT-El ectrical,ln5j;ector MEN i TOWN OF SOUTHOLD ' Town Hall Ann"ex-=-54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny gov - seand@southoldtownny.- ov APPLICATION FOR ELECTRICAL 'INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Z z3 Company Name: GG Name: r% License No.: - J email:,�� Address: sa Phone No.: JOB SITE INFORMAT ON (All Information Required) Name: Address: d Ko r e Dr ; r y,� �I L Cross Street: L/C-,-Mc-re- kN G Phone No.: 5 j b C75.1 D Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BR EF DESCRIPTION OF WORK (Please Print Clearly) a;(, Circle All That Apply: Is job ready for inspection?: YES tNO Rough In Final Do you need a Temp Certificate?: YES Issued On Temp Information' (All information required) Service Size.1 Ph 3 Ph Size: A #Meters Old Meter# New Service- Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: -------- PAYMENT DUE WITH APPLICATION C^ Request for Inspection Form.xis PERMIT P Address: Svvitches Outlets GFI's Surface Sconces H H's UC lts Fans Fridge HW I Exhaust Oven WAD Smokes DW Mini -arbon Micro Generator -ombo Cooktop Transfer aC AH Hood Service \ Lv-pec aI Amps Have Usec � � :omments Idiot- L--J=T ► s 6A . 'O3' GLo 4IESto OD 0 v .. S �o , ;-09 E ¢ H .a - • i9 1 � sago u cm&j.zbk=. Omrcz ..00 U !� r c.csa.c .. �i cT S JL a -14 — =i Sci i"TS"7 rw�C! RECEIPT SUFFOLK COUNTY GOVERNMENT DEPARTMENT OF LABOR, LICENSING,AND CONSUMER AFFAIRS COMMISSIONER ROSALIE DRAGO P.O. BOX 6100, HAUPPAUGE,NY 117-88 (631)853-4600 Today Date: 04/05/2021 Application: H-48604 Application Type: Home Improvement License Receipt No. 422586 Payment Method Reif. Number Amount Paid Payment Date Cashier ID Comments Check 17126 $400.00 04/05/2021 GAB Renewal Contact Info: FOUR SEASONS SOLAR PRODUCTS LLC DBA JOSEPH SEGRETI 5005 VETERANS MEMORIAL HWY HOLBROOK, NY 11741 Work Description: Suffolk County Consumer Affairs Labor,Licensing HOME IMPROVEME:NT LICENSE Name :} - JOSEPH SEGRETI Business Name This certifies that the FOUR SEASONS SOLAR FROQUCTS LLC bearer is duly licensed by the County License Number:H-48604 Rosalie Drago issued: 04/07/2011 Commissioner {expires: 04101(2023 i FOU P Mffi-Sj. DATE(fAefIi3D1YYYYl CERTIFICATE:'QF LIABILITY:.INSU, ANCE . ::. . d1 3/2b23 T10.10ERTIFICATE.181514KO AS:A AAATFER':OF•'INFORMATION':ONLY AND,CONFERS.NO:'.RIGHTS OPON:THE CERTIFICATE,HOL•DEPL THIS CERTIFICATE'DOES-NOT:AFFIRMAT11lELY"OR`NEGATIVELY AMEND,;:EXTEND Oit.ALTER THE-COVEf3A0E:AFFORDED`BY THE POLiC1E8'. . BELOW: THIS CERTIFICATE�•OF:IN8URANCE'DQE8 NOT°:CONSTITUTE''•CONTRACT BETWEEN:"1Hi E.ISSUING:IN$URER(S) AUTHORIgt9 REPRE8ENTATNE.OR PRODUCER;AND THE CERTIFICATEMOLDER..' .."'.':":• :,:. : ' D � id 1 or:btli endorsed.. IMPORTANT: 'f.tlie:cOrflficate.holder js;an•ADDItiONAL INSURED,the pollcy(les)must hava3'ADDITIONAi.IN8URE. pro. sons.. If SUBROGATION IS:WANED,.eubJecFto:the-teR7Ris:and:condltipns.ot.the policy,'ceitaln.policies:may:retaulre an.endorstlmapt.'A.statement on this:certificate does!;:not confer rl hts to:the Oetdflcate holder Ili 11 u.of such indorsements.: IPRADIICER :s:914-78256800 Chides GoodmaRi aL Company,L.W '�+ 81.4..-782-5800, :.''' '::.• PAx : 9.14-762=6668 .•: :..; 1Z10 PleasarltVille Rd:. :.. . Ift: c N Brlarcllff Manotr,NY:10510 Ce cater cgoo. mengroup::com Jeff Kabat :. .. :: INBURER�$11/1 NG COVE�Aiifi NMC t i:eaA:AdiiIiTI lnsurarice Comparix _ '24866' ,pours e°asons.Solar Products: iristiRi R l3: LLC i SODS Veterans Memorial.Hf9hway. Holbro:Ok,_NY 11741: . U1StIRER D • ' INSURER F• . :. COVE E ::.: CER FICATE N M8E s..': TH13 IS TO.CERTIFY.THAfi;THE:POLICIES M.INSURANCE,LiST6D':SELOW:.HAVE BEEN.iSSUED'TO TIiE.;INSURED NAMED A90VE FOR.TIiE PQLICY PERIOD INDICATED..NOTWITHSTANCIIN1 -ANY.R' UIREMFNT;-TERIIA OR.CONDITION:OF:ANY:'CONTRAC7 OR QTHEI2:DOCUMENI WITH RESPECT TO.WHICH::THIS'. CERTIFICATE"MAY:BE'ISSUED.OR•MAY.PEktAlN;THE IN$URANGE.AFFORDED,SYsTHE'POLICIES.DESCRIBED'HEREIN..IS SUBJEGT.TO:ALL THE.TERMS, EXCLUSIONS.AND'.CONDITION3:OF:SU FOLf IES.LIMIT tHOWN MAI .AAVE BEEN REDUCED BY PAID CLAIMS.:' .':.. :. INSR TYPE OF IN8URANCE D4 USR t+OL DIUMBQt: .- ...•'., :POLICY EFF: .POLIm3mCY ID(P". LIMITS ITO.A X c6mmERcIALoEwfiri LWmiwmi '.: : .. 1,000,000 FA.0 CCU.kPENCE' CLAIM&MADE' X .000l1R' GA9C904O7$8-09' OZ/OSl2023.921Q61Z024 PR DAM' E. . RENTED... 100,900 :: . �. :. , ' me,.. .. 5,000. .. PiAED . . . . X Per project a99re' P6RSONAI ADV INJURY 1,000,000: LAGGRE ELIMrrAP I PER ' . G ERALA IiEGATE 2,OOQ,000 PR� Z 000,000 POLICY[].JECi' �LOC RODUCTS'-COMP OP GG ER: . AUTOMOBILE LIABII:ITY : COMBINED SINGLE LIMIT j ANY AUTO. BODILY I U 1'Per 6 dmon S. OWNED . SCHEDULED: AIfrOSONLY' AUTOS BODILY�'yyJURY acciderill qqRR�� p�jA EEpp OaEldent AAAI�GE ASITDS ONLY AUIl75 I1LY: 1:10ECt BRE"LLW OCCUR. :' EACH'OCCURRENCE.:. ESS LLAR CLAIMS MADE 'X' 'AGGREGATE' RERENTION 9 ItKBRS�,oIxI7�NSAnoN : AND EMPLOYERS'LlABILIrY vim. T- STAPER.: OTH-. FlCEOPRIETQRIPEX UDED7 CUTIVE EL:E4 AC DENT E N lA D . i. E.L.DI EA EMPL If ee des6fte under D RI N S below .L:DISEASE-'PO LIRA DESCW PTION OP OPERATIONS l LOCATIONS/VEHICLES.:(ACORD.101,Addltlonal REemdrlis Seh'a tle,.may attaidtid H mon apace U niquir ::' Towel of Southold Is'listed as addltonat. C IF CATS H LD R ;:. "CANCEL:L:A. O :..:: . SHO ULD ANY OF THE:ABOdE DESCRIBED POLICIES BE CANCELLED.HE�ORE THE' EX6>IRATlON DATE:`THEIdEOF;. NOTICE UdILL..BE.'DEUVE.RED -IN' ToWn:of$OUt1101d.: : . :'ACCORDANCE WtMTHE.POLICYPROVISIONS. 63085:Route.26-POB:1179 ' South0ld,:NY 11971 •....:" ':'::.':. . ..•... ; ,. .' . . . ` AurRlcttliati IilPiilaslarrn'iniE:•:. , . I 'CORD Z6(201'fll03) ®A98114015'CORD CORPORATION. All rights reserved.:.:..The AC.ORD name:and;togo are'1!egistered rnarks of-ACORD; : ' NY :.:. . . " ":. ..: PO Box 66699,Albany;.NY 12206 NewYoikStrate:insufaneeFund, ... " nySlf.Com CER7IFICAT O.F WORKERS'"COMPENSATION INSU"N.CE' AA n n n n .743007449. .` [ ,® LOVELL.SPcFETY.M¢AAT� LG: 116 VOLLIWb§T'AEET 12TH''FLR::; �NEW.1fORK NY'10038: :. ,..•:a.•.' SCAN:TOyAL'I�D EE '.. P9LlCYHOI?PER, CERTIFICATE HOLDER FOUR:SEASON'I.;LLC D/B/A FOUR'. :, :.:.'. : :: :TOWN OFSOUTH©LD: 5005 VETERANS:MEMORIAL IitGHWAY _ PO;'BOX TE26: SEASON:H.OLBR.. . : 53095 R0 :. :' . „ :... . 11.79.••'; - HOLBRgOK:NY 1'17 :%-; SdUTHOLD:NY A 1971 POLICY:NUMBER CERTIFICATE'NUMBER•::.'., 'POLICY'PERIOD.' :DATE.`: 90432fl 07/0112022"..TO',07/01/2023 THIS,IS-TO-CERTIFY.THAT;THE POLICYHOLDER NAMED.,ABOVE'IS.INSURED WITH.THE NEW-:YORK'STATE-INSURANCE- 'UNDER,tJtVDER POLICY:NO.,:'125s:fS31=4;::COVERING.TH .::EIV.TIRE'.OBLIGATION OF:THIS:POLICYHOLDER FOR WORKERS' COMPENSATION'UNDER THE'. _WORKERS'COMPENSATION I:AW.W17H;.RESPECT:TO ALL OPER4TION3 IN:THE STATE OF NEW YORK;:EXCEPT AS INQICATED".BECQW: IF- YOU ::WL�fi..TO•r`R`ECEIVE: N'O'!'LFICATIONS.;'REf3ARDING::_SAID:'.,'POI:ICY;•,INCLUDING ..ANY-.- NOTIFICATION OF CANCELLATIONS, OR:•.TO:VALIDA►TE..THiS'',:CERTIFICAfiI ,; VISIT;OUR"`W06iITE.•AT:HTTPS I/1NWW:NYSIF:COM/CERT/ CERTVA4.pSp:THE NE1N YORK:STATB-INSURANCE FUND I$NOT LIABLE IN` THE_,EVENT`,:OF FAILURE.;TO:GIVE..SUCH . 7. NOTIFICATIONS:' .. . .. . .' : • .. '' - T}iE.PQ4IC�f.N'CLUDES A WAIV- ER OF'SUBROGA'tloN.:END.ORSEMENT:•UNDER:WIiICH NYS1F AGREES TO 1NAIVE.ITS.RIGHT. OF SUBROGATION TO:BRING'AN:ACTION :AGAINST.THE.CERTIFICATE":HOLDER TO....RECOVER;AM NTS WE:PAID IN.. WORKERS'COMPENSATION,AND/ORWIEDICAL:BENEFITS TO:..OR:'ON:BEHALF OF .N EMI?,COYEE,OF OUR INSUREb°1N'THE EVENT THAT, PRIOR:TO.:THE.DATE:'.OF.'THE-ACCIDENT, THE:CERTIFICATE':HOI:DER HAS--:ENTERED INTO..A.WRITTEW - CONTRACTWITH OUR I[VSl1RED THAT REQUIRES THAT.SUCH RIGFI°T'OE SUBRfi3.GATION:BE:WAIVED. THIS CERTIFICATE IS ISSUED AS:"A"MATTER:.®F. INFORMATION�;:ONLY.AND-CONFERS_NO: RIGHTS .NOR INSURANCE COVERAGE UPON.TF ECERTIFICATE`BOLDER.-,THIS'CERTIFICATE;DOES NOT AMEND,EXTEND CR ALTEWTHE COVERAGE AFFORDED'BYTHE,POLICY::'•: ;; .: . .. NEW. .,• . . K:'STATE'.tNSURANCE FUN.. "-. i y .' DIRECTad 6R,I SUAANCE'FUND UNDERWRITINO VALIDATION'NUWIBER... 600038428 0 ®0III1000 ; 00 MIKE UI0�u5ds6rs3Ai5 18�� PormW.GCBRTOPititiTVersion3,(OBII9f2019)[WCl'oiicy 12560314j: 73 [000b0000000ws�asIe][000i >7sso3a9][rsezl[ igmi[ oa�ar�][o>a000i] S.TATEOFNEW*YORW-:- - . WORKERS'.COMPENSATION:BOARD: . CERTIFICATE.'O ;INSURANCE COVERAGE UNDER THE NYS.ISABILITY•.BENEFITS:LAW, 'PART.1. -To be-coot'leted-!! "IDisabili Berie�ts:Cairii°ie�or`ILi�ensed I>isnra8ee;Aient,athat Carrier'. . l a.Legal Name and Address of Insured(Use street address:only) l b.-Business Telephone.Number of Insured 631-563-4000.exi168 Four Seasons Solar Products:LLC. . `. lc:NYS;Unem-oloymentlnsu anc®Lmployer.> egistratioil ... . 5005 Veterans::Memorial.Highway., Number of Insured Holbrook,:NY 11741- ld:Federal Employer Ideniafication Number:pf Insured or Social: .-Security Number. •205809702 DBA:. Four,Seasons-_Holbrook: 2.Name and Address`of the Entity Requesting Proof of:Coverage 3:a:;Name of Insurance Carrier. (Entity Being Listed:as`the-Certificate-Holder). Zurich i�.mer can Insurance Company Town.of Southold 3b:Policy Number of-entity listed in box. Ia": 53095 Route'25. P.O.Box 1179 5291°935:0.04' Southold,.NY•,1197:1 ..3c:Policy e,ffective.period: , 07/0l%2U22;to 07/0:1/2023:.: 4.Policy covers: a.®Allofthe`employer's:employees-eligible.under.the:NewYork DisabilityBenefitsl,aw .. . b.Q.Only the following:class or classes of the employer's employees::,: Under penalty,.of perjury,;I oertify:that I am an authorized•representative.or licensed agent bfthe,insurance.carrier referenced above and. that the named insured has NYS Disability Benefits insuranbe.opverage as described above: Date Signed. : 2/19/2023 By (Signature of insurance.carriees-authorized representative of NYS-Lieensed%Wurance Agent of that insurance carrier) Telephone Number.. (6311845-2200 Title 1 Administrative.Services IVIanaeer . . IMPORTANT:If box"4a"is.cheeked,and this-form is'signed,by.the insurance carrier's authorized representatiwor:NYS Licensed Insurance: . of that carrier,this ' certificate is COMPLETE::Mail it directly to fhe certificate holder: '.. If box 114b"is.checked,.this Certificate:•is NOT COMPLETE for purposes of Section 22U,Subd.S.of the Disability Beaef is Law..It must he.ni led for completion to the Workers'.Compensation-Board,DB PIans:Acceptance.tlnit,•20 Perk Street;Albany,Nevv York•12207. ' PART.2.. To.be-completed by NYS Workers.:Compensation.Board;{.Only if box:�Wb"-of Part.1,-has-been checked)• State Of:fVeiiv York:. Workers':C..6mpengation,Board According to information-maintained by.the:NYS.Woikers',.Corpensatioti Board,the..above-named.eri lo. �r has complie'd.wit6•the NYS Disability ' Benefits Law with respect to all of his/her employees:.. ' Date Signed By (Signature ofNYS Workers'CptnpensationB6ard,]Ei!nployeel. Telephone Number Title Please Note:Only insurance carriers licensed to write NYS disability benefits insurance:policies and NYS licensed insurance agents of. . those insurance.carriers are,a%46rl eii to-Is sue Foniri'bB-1201: Insurance brokers are NOT.authorized to:issue.this form. DB-120.1(5-00). APPROVED AS NOT DATE: B.P.# v FEE:le BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: RETAIN STORM WATER RUNOFF 1. FOUNDATION - TWO REQUIRED PURSUANT TO CHAPTER 236 FOR POURED CONCRETE OF THE TOWN CODE. 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENT S OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF 01JTH)10 TOWS .Lr, ' !NG BOARD S i��' iOrNMUSTEES All exterior lighting N.Y. — installed,replaced or repaired shall conform to Chapter 172 of the Town Code JCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICAI -)F OCCUPANCY : r A.S. EngineeringServices, P.C. DefRANCO RE51DENCEU/A NEW YORK CITY: V 630 FIFTH AVE.,SUITE 2000 NEW YORK,NY 715 5 H O RE RD . , G ICE E N PO RT, NY 1 1944 LONG ISLAND: 100 DUFFY AVE.,SUITE 510-#0928 HICKSVILLE,NY 11801 PHONE: CELL:(631)560-0259 FAX:(631)938-0784 FOUR SEASONS SUNROOMS I 5 83040'40" E 1 25.00' 5005 VETERANS MEMORIAL HIGHWAY I -- -- -- -- — -- -- -- -- HOLBROOK,NY 11741 I (Office)631-563-3381 0 THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY O I O THE ENGINEERING FOR THIS PROJECT ARE I1,15TRUMENT5 OF THE In I I In ENGINEERS SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT I — I AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE Q I DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND IIn n OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT.THE ENGINEERS 22.0 O DRAWING5,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY Cn I THE OWNER OR OTHER5 ON OTHER PROJECT5,FOR ADDnTON5 TO THE OPROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR OTHERS //,^, L� I u :2 w I °N o REV. DESCRIPTION DATE LoWN I g U_ lu Dw Ij II 03 G.0 R �0 � 02 O n o GO.25'O 30.00' 2.0' � Z [1 01 CV o ( ) O I m oN EXIST. WOOD DECK o I SEAL z I 20.75' TO BE REMOVED I GO' of NEW . � ino I � � s sPy rO,A� I - - - - - - - - - -- - - - - - - - -- - - - - - - -COMMON-GRAVEL -u'i - -,Ln - - - -- DRIVEWAY - - - r- cc Lu -- m L' DRAWING INDEX N 83°40'40" W I %5.00'51 - PLOT PLAN I PROPOSED SUNROOM 2359 52 - GEN. NOTES I 20'-0"x 12'-0" ON FESslON NEW RAISED DECK 5 3 - FOUNDATION PLAN FASTENER SCHEDULE FOR 230 SUN SHADE 54 - ROOF FRAMING PLAN - TO EXISTING STRUCTURES � FOUNDATIONS 55 - STRUCTURAL DETAILS A PLOT PLAN F FASTENER NO./SPACING SG - STRUCTURAL DETAILS 1 5CALE: I"= 20' 0 COMPONENT (MIN.) FASTENERS DeFRANCO RESIDENCE 57 - STRUCTURAL DETAILS COLUMN/SILL 3/8"0 BOLT w/ 2(MIN.)@ EACH COLUMN 715 SHORE RD. I I/4"WA5NER AND I G"O.C.(MAX.) 58 - STRUCTURAL DETAILS NOTE: 2x8 RIDGE GREENPORT,NY 11944 59 - STRUCTURAL DETAILS 1 . THI5 PLOT PLAN IS FOR REFERENCE ONLY, FOR TO EX STING 3/8 0 (2)Rows @ I G"O.C. W/WASHER ADDITIONAL INFORMATION 5EE SURVEY 510 - STRUCTURAL DETAILS PROVIDED BY A LICENSED LAND SURVEYOR. WALL COLUMN 3/8"0 2 O. TOP (3"APART) S 1 51 I - STRUCTURAL DETAILS W/WASHER 30"O.C.(MAX.)VERTICALLY A 1 - PARTIAL FLOOR PLAN 2. LOT COVERAGE CALC5 (FOOT PRINT ONLY) A@ M..RIDGE 3/8'0�B (2)ROWS @ 16"O.C.OLLT w/ COVER SHEET R I - SUNROOM PLAN � ELEV. LOT AREA: = 9,375 5Q.FT. LEDGER hffR proj.# 2023-025 Drawn by: GWN EXIST. HOUSE: = 1,009 5Q.FT. NOTE: R2 - SUN ROOM DETAILS EXIST. SHED: = 82 5Q.FT. 1. ALL FASTENERS CONNECTING ALUM.TO ALUM.5HALL BE Date: 03/06/23 Checked by: AS PROPOSED: = 240 5Q.FT. 5TAINLE55 STEEL. R3 - SUN ROOM DETAILS TOTAL: = 1,33 I SQ.FT. 2.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS scale: AS NOTED page: 1 of 17 TO STRUCTURAL FRAMING OR FOUNDATION 5HALL BE R4 - SUNROOM DETAILS HOT DIPPED GALVANIZED. R5 - SUN ROOM DETAILS LOT COVERAGE = 14.19% 3 EMBEDMENT LION HAVE A MINIMUM OF 3" A.S. Engineering Services, P.C. GENERAL NOTES NEW YORK CITY: 630 FIFTH AVE.,SUITE 2000 NEW YORK,NY A.FOUNDATIONS H.GLA55 N.DE51GN LIVE LOADS 1.GLA55 UNITS CONSISTS OF TWO PANES OF 1/8"THICK TEMPERED GLA55 LONG ISLAND: 1.MAXIMUM PRESUMPTIVE ALLOWABLE 501L BEARING PRESSURE FOR NEW FOOTINGS=3000 PSF. STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE 2.FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. WITH A 5/8°STAINLESS STEEL SPACER BETWEEN PANES WITH AN ARGON FILL. FOLLOWING LIVE LOADS IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE 100 DUFFY AVE.,SUITE 510-#0928 3.ALL MC-I 0(CODE 7 3.FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE ENGINEER. 2.GLA55 CONFORMS 8)CLEA A E 1300.R ARGON ROOF GLA55 HAS THE FOLLOWING OF NEW YORK STATE: EA HICKSVILLE,NY 11801 B.CONCRETE MINIMUM PROPERTIES: 1.GROUND SNOW LOAD:20 PSF 1.ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI. VISIBILITY TRANSMITTANCE = I G% PHONE: SOIARTRAN5MITTANCE = 10% CELL:(631)560-0259 2.ALL CONCRETE WORK SHALL CONFORM TO ACI 318. 2.WIND LOAD: 3.PLACE J"EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL SURFACES UNLESS OTHERWISE NOTED. ULTRAVIOLET TRAN5MITANCE =7% BASK WIND SPEED: 130 MPH VISIBLE OUTSIDE REFLECTIVITY = I I% WIND EXPOSURE:B FAX:(631)938-0784 C.REINFORCING STEEL VISIBLE INSIDE REFLECTIVITY = 25% VELOCITY PRESSURE EXPOSURE COEFFICIENT,Kz:0.85 1.15AR5 SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO A5TM AG 15,GRADE GO. SHADING COEFFICIENT = .18 DIRECTIONALITY FACTOR,K&0.85 2.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 ORASTM A497. SOLAR HEAT GAIN COEFFICIENT = .15 GUST EFFECT FACTOR,G:0.85 FOUR SEASONS SUNROOMS 3.DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH"ACI DETAILING MANUAL",PUBLICATION 5P-GG. RELATIVE HEAT GAIN =39 IMPORTANCE FACTOR,I: 1.0 4.REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. A5HRAE WINTER U VALUE = .25 INTERNAL PRESSURE COEFFICIENT,GCpr±0.18 A 5.PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND 51ZE AS LONGITUDINAL BARS IN FOOTINGS WINTER R VALUE =4.0 5005 VETERANS MEMORIAL HIGHWAY WALLS. 4.ALLLL MC-C-50(CODE 74)CLEAR ARGON WALL GLASS HAS THE FOLLOWING 3.LATERAL DESIGN CONTROLLED BY WIND. HOLBROOK,NY 11741 MINIMUM PROPERTIES: D.STRUCTURAL LUMBER VISI5IUTYTRAN5MITTANCE =5G 4.FLOOR UVE LOAD=40 PSF. (Office)631-563-3381 SOLAR TRANSMITTANCE =29 1.STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO.2,OR BETTER,UNLE55 OTHERWISE NOTED ULTRAVIOLET TRANSMITANCE = 13 THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY ON THE PLANS WITH THE FOLLOWING MINIMUM PROPERTIES: 0.COORDINATION a. Fb=850 P51 VISIBLE OUTSIDE REFLECTIVITY = 10 1.THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY THE ENGINEERING FOR THIS USE 50LT Y INSTRUMENTSRESPECT OF THE I,. PC(PERPENDICULAR)=G25 P51 VISIBLE INSIDE REFLECTIVITY = 17 NOTIFY THE ENGINEER OF ANY CONDITION NOT AS ASSUMED. HE SHALL TAKE FIELD ENGINEERS SERVICES FOR USE SOLELY WITH RESPECT TO THI5 PROJECT C. Fv=95 P51 SHADING COEFFICIENT = .38 MEASUREMENTS AND BE RESPONSIBLE FOR THE SAME. DOCUAND MENTS EENGINEER TS N DSMAL L BERETAIN IN ALL CTHEAUTHOR STATUTORY THESE TUTO d. E= I,000,000 P51 SOLAR HEAT GAIN COEFFICIENT = .33 DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND RELATIVE HEAT GAIN =79 OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S 2.ALL PRESSURE TREATED LUMBER SHALL BE No.2 SOUTHERN YELLOW PINE,OR BETTER,WITH P.ABBREVIATIONS ACQ(ALKALINE COPPER QUATERNARY)TREATMENT. A5HRAE WINTER U VALUE = .25 THE FOLLOWING LI5T OF ABBREVIATIONS 15 NOT INTENDED TO REPRESENT DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY 3.PROVIDE WASHERS BETWEEN ALL THE BOLT HEADS AND WOOD AND BETWEEN ALL NUTS ASHRAE WINTER RVALUE =4.0 ALL THOSE USED ON THESE DRAWINGS,BUT TO SUPPLEMENT THE MORE THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE COMMON ABBREVIATIONS USED: PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR OTHERS AND WOOD. I.SEALANT 4.LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAMETER NOT I.ALL SEALANT CONFORMS TO 17-5-001543-A,17-5-00230G, GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS A5TM C-920 TYPE 5,GRADE N5,CLA55 25. 1.TYP.-TYPICAL AND SCREWS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND UNDER NO CIRCUMSTANCES 2.SIM.-51MILIAR REV. DESCRIPTION DATE BY DRIVING WITH A HAMMER. J.GASKETS 3.LION-UNLE55 OTHERWISE NOTED 5.THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE 32 TO 1GL INCH LARGER THAN 1.ALL GASKETS ARE CO-EXTRUDED AND ARE NON-MIGRATORY. 4.CONT.-CONTINUOUS 03 THE BOLTS. G.STEEL FOR ALL ACCESSORIES SHALL CONFORM TO A5TM A3G. K.ROOM SPECIFICS Q.CONSTRUCTION SAFETY 02 7.PLYWOOD SHALL BE C-C EXTERIOR,DFPA GRADE MARKED OR EQUIVALENT,OF THE THICKNESS 1.THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY SHOWN ON THE DRAWINGS. 1.ROOM DEAD LOADS DURING CONSTRUCTION. 01 8.PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SPECIFIED. ROOF:7 P5F 2.THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING,SHORING# 9.ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL STEEL FASTENERS,INCLUDING WALLS:5 P51' GUYING OF FRAMING AGAINST WIND,CONSTRUCTION LOADS S OTHER BUT NOT LIMITED TO NAILS,ANCHOR BOLTS,CONNECTION BOLTS,NUTS,WASHERS,LAG BOLTS FLOOR: 10 PSF TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF OR SCREWS SHALL BE GALVANIZED IN ACCORDANCE WITH THE A5TM STANDARD FOR THAT ACCESSORY, THE FRAMING. SEAL A5TM A213,A 153 OR OTHER. REFERENCE STANDARDS; 10.FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS PRODUCED BY THE A5TM E 1 19 K.MISCELLANEOUS 51MP50N STRONG TIE COMPANY. PROVIDE ITEMS NOTED OR EQUIVALENT PRODUCTS. A5TM E 1300 1.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE ! OF NEIN 1 1.ALL LAMINATED VENEER LUMBER(LVQ SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: ASCE 7-1 G OF NEW YORK STATE, 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE,AND THE a. Pb=2,000 PSI LOCAL ZONING RULES AND REGULATIONS. �P �.�\S SPr O� 2.NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE b. Fv= 285 P51 a)ROOF GLA55 CODE 78,R-VALUE=4.0 Q C. PC(PERPENDICULAR)=750 P51 WALL GLA55 CODE 74,R-VALUE=4.0 _ _ CONTRACTOR FROM EXECUTING ALL THE WORK IN ACCORDANCE WITH APPLICABLE d. E= 1,000,000 P51 b)WALL PANELS TO BE 3"INSULATED,R=13.4 BUILDING CODE AND ALL LOCAL REGULATIONS HAVING JURISDICTION. 3.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF t- cc E.STRUCTURAL STEEL L.DEFLECTION CRITERIA THE CONTRACTOR OR ANY SUBCONTRACTOR OR AGENTS OR ANY OTHER 0 � 1 LL 1.ALL STRUCTURAL STEEL CONFORMS TO A5TM A3G OR A5TM A572 GRADE 50. 1.ALL MEMBERS MEET OR EXCEEDS THE FOLLOWING MINIMUM PERSONS PERFORMING THE WORK. m LLI DEFLECTION LIMITS: 4.THE ENGINEER 15 NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS F.ALUMINUM LL DL+LL AND/OR VARIANCE APPROVAL. j 1.ALL STRUCTURAL ALUMINUM CONFORMS TO THE MINIMUM REQUIREMENTS OF 0005-T5 FOR ALLOY AND TEMPER a.STRUCTURAL ALUMINUM: --- UGO 235 EXCEPT AS NOTED BELOW: b.GLA55: U175 ------ S.[RBI WINDBORNE DEBRIS REGION. CORNER COLUMN...............................0003-T5 c.FLOORS: U3GO U240 H-COLUMN........................................0003-T5 AREAS WITHIN HURRICANE-PRONE REGIONS LOCATED IN ACCORDANCE WITH ONE OF FESSION UTILITY'H'COLUMN.............................0003-T0 M.ENERGY INFORMATION THE FOLLOWING: 2,ALL STRUCTURAL ALUMINUM WORK CONFORMS TO"PART I-A-SPECIFICATIONS FOR ALUMINUM STRUCTURES- 1. PER SECTION R301.2.1.1.1 -CATEGORY III SUNROOM ANDCOMPLIANCE WITH 2O18 IECC NOT REQUIRED 1. WITHIN I MILE(I.G I KM)OF THE COASTAL MEAN HIGH WATER LINE WHERE THE ALLOWABLE STRESS DESIGN"OR"PART 1-5-SPECIFICATIONS FOR ALUMINUM STRUCTURES-BUILDING LOAD AND ULTIMATE DESIGN WIND SPEED,VULT,15 130 MPH(58 M/5)OR GREATER. RESISTANCE FACTOR DESIGN"OF THE ALUMINUM ASSOCIATION,INC.SEVENTH EDITION,EFFECTIVE JANUARY 2000. R VALUE 3"SOLID ROOF PANEL: 13.4 2. IN AREAS WHERE THE ULTIMATE DE51GN WIND SPEED,VULT,15 140 MPH(G3.0 3.IN ALL INSTANCES WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,PROVIDE DIELECTRIC SEPARATION. R-VALUE 4.25"SOLID ROOF PANEL: I8.G I M/5)OR GREATER;OR HAWAII. 4.ALL EXPOSED ALUMINUM RECEIVES ONE COAT OF PAINT. COLOR TO IS COORDINATED WITH MODEL AVAILABILITY. R-VALUE 7/8"ROOF GLA55 PANEL:4.0 DeFRAN CO RESIDENCE 5.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS ARE STAINLESS STEEL TYPE 300 18-8 UNLESS OTHERWISE R-VALUE 3"SOLID WALL PANEL: 13.4 T. R301.1.3 ENGINEERED DESIGN. NOTED ON PLANS. K-VALUE 7/5"WALL GLA55 PANEL:4.0 G.STAIRS WHERE A BUILDING OF OTHERWISE CONVENTIONAL CONSTRUCTION CONTAINS 715 SHORE RD. STRUCTURAL ELEMENTS EXCEEDING THE LIMITS OF SECTION P301 OR OTHERWISE NOT SEE 2020 RESIDENTIAL CODE OF NEW YORK STATE CONFORMING TO THI5 CODE,THESE ELEMENTS SHALL BE DESIGNED IN ACCORDANCE GREENPORT, NY 11944 SECTIONS R31 1.3,R31 1.5,AND R3 1 1.7 STAIR REQUIREMENTS. WITH ACCEPTED ENGINEERING PRACTICE.THE EXTENT OF SUCH DE51GN NEED ONLY DEMONSTRATE COMPLIANCE OF NONCONVENTIONAL ELEMENTS WITH OTH EK APPLICA13LE PROVISIONS AND SHALL BE COMPATIBLE WITH THE PERFORMANCE OF THE CONVENTIONAL FRAMED SYSTEM.ENGINEERED DESIGN IN ACCORDANCE WITH THE �� INTERNATIONAL BUILDING CODE 15 PERMITTED FOR BUILDINGS AND STRUCTURES,AND PART5 THEREOF,INCLUDED IN THE SCOPE OF THI5 CODE. GENERALSTRUCTURALNOTES CLIMATIC GEOGRAPHIC DE51GN CRITERIA Pro;.# 2023-025 Drawn by: GWN GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN Date: 03/06/23 Checked by: AS SNOW SPEED TEMPERATURE SPECIAL DESIGN FROST LINE DESIGN UNDERLAYMENT FREEZING ANNUAL (MPH) EFFECTS WIND REGION DEPTH LOAD (PSF) CATEGORY WEATHERING TERMITES TEMP. REQUIREMENT HAZARD INDEX TEMP. Scale: AS NOTED page: 2 of 17 20 130 NO YES. SEE B SEVERE 36" MOD. TO HEAVY 15 YES NO 452 57.2 NOTE "S" s A.S. Engineering Services, P.C, DENOTES CON5ERVADECK NEW YORK CITY: PANEL AND TYPE. SEE 0 630 FIFTH AVE.,SUITE 2000 DETAILS FOR SPLICE AND U N OUTSIDE FACE EXISTING WALL NEW YORK,NY CONNECTION REQUIREMENTS (@ STRUCTURAL FRAMING) TYP. LONG ISLAND: 100 DUFFY AVE.,SUITE 510-#0928 HICKSVILLE,NY 11801 PHONE: T. 2x I 0 LEDGER CELL:(631)560-0259 FAX:(631)938-0784 II I m FOUR SEASONS SUNROOMS u I 5005 VETERANS MEMORIAL HIGHWAY II z z z z zQ l HOLBROOK,NY 11741 8 13 J J m (Office)631-563-3381 0_ IL 0_ (L. G G (]� (n (]� (n _ (� THE DRAWING5,5PEC)FICATION5 AND OTHER DOCUMENT5 PREPARED BY l� X THE ENGINEERING FOR THI5 PROJECT ARE I1,15TRUMENT5 OF THE II Q u b N I ENGINEER5 5ERVICE5 FOR U5E 50LELY WITH RESPECT TO THI5 PROJECT AND THE ENGINEER 5HALL BE DEEMED THE AUTHOR OF THE5E o 0 N N N N N DOCUMENT5 AND 5HALL RETAIN ALL COMMONLAW,5TATUTORY AND 1 Q I KB KB KB KB KB KB I OTHER RE5ERVED RIGHT5 INCLUDING THE COPYRIGHT. THE ENGINEER'5 N m (2) 2x I 0 DROPPED GIRDER DRAWING5,5PECIFICATION5 AND OTHER DOCUMENT55HALL BE U5ED BY THE OWNER OR OTHERS ON OTHER PROJECr5,FOR ADDITION5 TO THE Y x PROJECT OR FOR COMPLETION OF TH15 PROJEC7 BY OR FOR OTHERS C - - -—-—-—-� 4� --- --- --- - - --- -—- -—- - -- — --- --- (2) 2x6 N I REV. DESCRIPTION DATE N j1 I -- -- N I 03 _ _ 02 m I I I II X x l 3' G" x 5' G"± LANDING II B I I� 2x6 @ STEPS, CONSTRUCT IN 01 8 S5 N 1611 O.C. N ACCORDANCE TO 2020 II I NEW YORK STATE SEAL I L Ij it RE51DENTAIL BUILDING KB KB KB KBCODE. SEE: (2) 2xI 0Z DROPPEDGIRDER (2) 2x6 ,� OF NE— ------ --- -- - ----------- - -I - ------ A A ,`P �s Spy y0 - - - - , (2) 2xG BAND I — - - - r - - -59 51 1- *`� - A Q )(un I I ►� I I - _ I 0 W S 5 Q 4x4 PO5T ON 14"O �` — + — -I- — FOOTING TYP. AT TYP. i I I I � — — — — — � LANDING FE2359 NP��t,�' 4x9iP055ZON-- s I I I SS L4 OP FOOTING T_Y`•P`IJON I cn G" I G'-4" G'-41' G'-4" G" DeFRANCO RESIDENCE 20'-0 NOTE: 715 SHORE RD. 1 . EXIST. DECK TO BE REMOVED AT NEW 5UNROOM GREENPORT,NY 11944 A B C D LOCATION 2. FOR INFORMATION NOT SHOWN SEE 5UNROOM DRAWINGS. S3 3. DECK HEIGHT 15 30"± ABOVE FINISH GRADE 4.SEE GENERAL NOTES FOR MINIMUM CONCRETE FOUNDATION PLAN REQUIREMENTS A FOUNDATION PLAN 5. MAXIMUM ALLOWABLE CANTILEVER EQUALS I'd„ proj.# 2023-025 Drawn by: GWN SCALE: 3/5" = I'-01, NORTt� WHERE I'd' 15 DEPTH OF CANTILEVERED MEMBER Date: 03/06/23 Checked by: AS 3 A5 MEASURED FROM EDGE OF SUPPORT. NOTE: G. ALL GIRDER SPLICES SHALL OCCUR OVER scale: AS NOTED page: 3 of 17 1 . TOP OF EXIST. FLOOR SUPPORT. �— ELEVATION = 0'-0" (REFERENCE) 7. "KB" DENOTES KNEEBRACE. FOR MORE INFO. SEE DETAIL B/5-7 A.S. Engineering Ser,,ices, P.C. Q NEW YORK CITY: i i i i i i Q i Z i i i i i 630 FIFTH AVE.,SUITE 2000 2 NEW YORK,NY LONG ISLAND: i i i i i i i i X I u- I i i i 100 DUFFY AVE.,SUITE 510-#0928 W — _ — HICKSVILLE,NY 11801 PHONE: I I I I l i i FAX:(631)938-07849 I100x Q I I I I I I I I I FOUR SEASONS NR SU OOMS I p[ �_ 5005 VETERANS MEMORIAL HIGHWAY I I I I I z > I I I I I HOLBROOK,NY 11741 (Office)631-563-3381 i 11 li 11 II li 11 Q li li II li li 11 11 11 I i I � i i I � THE DRAWING5,SPECIFICATION5 AND OTHER DOCUMENT5 PREPARED BY THE ENGINEERING FOR THI5 PROJECT ARE INSTRUMENTS OF THE ENGINEER5 5ERVICE5 FOR U5E 50LELY WITH RE5PECT TO THI5 PROJECT AND THE ENGINEER 5HALL BE DEEMED THE AUTHOR OF THE5E DOCUMENT5 AND 5HALL RETAIN ALL COMMONLAW,5TATUTORY AND I 2x8 LEDGER I III I OTHER RE5ERVED RIGHT5INCLUDING THE COPYRIGHT.THE ENGINEERS DRAWING5,SPECIFICATIONS AND OTHER DOCUMENT5 5HALL BE U5ED BY THE OWNER OR OTHERS ON OTHER PROJECT5.FOR ADDITIONS TO THE PROJECT OR FOR COMPLETION OF TH15 PROJECT BY OR FOR OTHERS II IIIII LL- O 11 I Q z REV. DESCRIPTION DATE I I IIIII �—; 03 II IIIII cnLL- 02 I I I x 01 II IIIII SEAL q II III o N I I I OF NEW SP y yop II II CO 11 11 0 w I I o m I I 235°� II II oFEss�oN II II II II �� - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - -J� DeFRANCO RESIDENCE 0 0 715 SHORE RD. GREENPORT,NY 11944 SUNROOM ROOF SYSTEM BY FOUR SEASONS SUNROOMS, S4 REFER TO IIRI' SHEETS I'-o" 20'-0" 1'-0" ROOF FRAMING PLAN proj.# 2023-025 Drawn by: GWN 22'-O" Date: 03/06/23 Checked by: AS A ROOF FRAMING PLAN Scale: AS NOTED page: 4 of 17 S^ SCALE: 3/8" = 1'-0" NORTIi A.S. Engineering�� Services, J.0, NEW YORK CITY: 630 FIFTH AVE.,SUITE 2000 NEW YORK,NY LONG ISLAND: 100 DUFFY AVE.,SUITE 510-#0928 HICKSVILLE,NY 11801 PHONE: CELL:(631)560-0259 FAX:(631)938-0784 WOOD POST FOUR SEASONS SUNROOMS (SEE PLAN) 5005 VETERANS MEMORIAL HIGHWAY HOLBROOK,NY 11741 SIMPSON STRONG (Office)631-563-3381 TIE PB POST BASE THE DRAWING5,5PECIFICATION5 AND OTHER DOCUMENT5 PREPARED BY THE ENGINEERING FOR THI5 PROJECT ARE IN5TRUMENT5 OF THE CONCRETE FOOTING, ENGINEER5 5ERVICE5 FOR U5E 50LELY WITH RE5PECT TO THI5 PROJECT AND THE ENGINEER 5HALL BE DEEMED THE AUTHOR OF THE5E SEE PLAN ON SHEET 53 DOCUMENT5 AND 5HALL RETAIN ALL COMMONLAW,5TATLJTORY AND FOR LOCATIONS OTHER RESERVED RIGHT5 INCLUDING THE COPYRIGHT.THE ENGINEER'S DRAWING5,5PECIPICATION5 AND OTHER DOCUMENTS 511ALL BE U5ED BY THE OWNER OR OTHER5 ON OTHER PROJECT5,FOR ADDITION5 TO THE N FINISHED 3/4" LIP AS PROVIDED PROJECT OR FOR COMPLETION OF TH15 PROJECT BY OR FOR OTHER5 GRADE BY FACTORY e REV. DESCRIPTION DATE x/x02 - I 03 01 APPLY SEALANT PRIOR TO SEAL d z INSTALLATION OF SPLINE A.•. . OF NE�V 8d NAILS @ 8" O.C. STEP I ��Q��s sPy yop� STAGGERED EACH � d• �Q m SIDE-OF SPLINE 2 X G SPLINE * 'I, X� \ CONSERVADECK r' Cc .{• PANEL m w ' / . s a NOTE: OFESSION AT S I M. SECTION DROP GIRDER IN AfA5TEN PANELS CCORDANCE APPLY SEALANT TO EDGE OF OSB PANEL ONCE FIRST PANEL TO DETAIL STEP 2 D HAS BEEN INSTALLED BUT DeFRANCO RESIDENCE SEE PLAN SG PRIOR TO INSTALLATION OF SECOND PANEL. 715 SHORE RD. GREENPORT,NY 11944 A TYP. POST FOUNDATION B TYP CONSERVADECK CONNECTION AT SPLINE S 5 NOT TO SCALE 55 NOT TO SCALE A STRUCTURAL DETAILS proj.# 2023-025 Drawn by: GWN Date: 03/06/23 Checked by: AS Scale: AS NOTED page: 5 of 17 A.S. Engineering Services, P.0, 5UNROOM WALL NEW YORK CITY: 630 FIFTH 3/8" 0 LAG BOLTS T—A, T- TRUFA5T 51PLD8000 NEW YORK,NY'SUITE 2000 WITH 3" MIN. EMBED. I SCREW @ I G" O.C. FLASHING A5 LONG ISLAND: SEE SHEET 51 FOR (P/N: HN8000) REQUIRED MIN. CONNECTIONS I 100 DUFFYAVE.,SUITE 510-#0928 EXISTING Sd NAILS @ 8" O.C. HICKSVILLE,NY 11801 CONSERVADECK STRUCTURE �r PANEL i i PHONE: CELL:(631)560-0259 FAX:(631)938-0784 CONSERVADECK —L--=� \ \� -------------�,- FOUR SEASONS SUNROOM S 5005 VETERANS MEMORIAL HIGHWAY 1 (2) 2x G CONTINUOUS HOLBROOK,NY 11741:: :": `:. ::. '�' (Office)631-563-3381 BAND AROUND ENTIRE FLOOR PERIMETER dI1 ISOLATOR TAPE THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY _____ _ ___ THE ENGINEERING FOR TH15 PROJECT ARE IN5TRUMENT5 OF THE (P/N: H N3 130) / � I ISOLATOR TAPE ENGINEERS SERVICES FOR U5E 50LELY WITH RE5FECT TO THI5 PROJECT l____ _ !/ AND THE ENGINEER 5HALL BE DEEMED THE AUTHOR OF THE5E FOR INFO. NOT DOCUMENTS AND 5HALL RETAIN ALL COMMONLAW 5TATUTORY AND I 2X4 LEDGER ATTACHED OTHER RE5ERVED RIGHTS INCLUDING THE COR'RIGHT. THE ENGINEEF5 SHOWN SEE DRAWINGS,5FECIFICATION5 AND OTHER DOCUMENT5 5HALL BE U5ED BY W/3/8" 0 LAG BOLTS THE OWNER OR OTHERS ON OTHER PROJECTS.FOR ADDITION5 TO THE D EXISTING HOUSE BAND @ 1 2" O.C. PROJECT OR FOR COMPLETION OF THI5 PROJECT BY OR FOR OTHERS DROP GIRDER SG IF EXIST FLOOR FRAMING IS SEE PLANS •O • PARALLEL PROVIDE I 2x LEDGER(SEE PLAN). FASTEN TO EXISTING REV. DESCRIPTION DATE SOLID BLOCKING A5 REQ'D STRUCTURE (3) ROWS 3/8"0 LAG BOLTS FOR ADEQUATE CONNECTION W/MIN 3" EMBEDMENT @ 1 2" O.C., BOLTS 03 NO CLOSER THAN 2" FROM TOP * BOTTOM AND NO CLOSER THAN 5" FROM ENDS. 02 01 A TYP FRAMING CONNECTION AT EXTERIOR DROPPED GIRDER C TYP FRAMING CONNECTION AT LEDGER TO EXISTING STRUCTURE S6 NOT TO SCALE NOT TO SCALE SEAL OF: NEWy TRUFA5T 51PLD8000 ,<Q- �y,\S SPy 09 - - - - —SCREW @ I G" O.C. (P/N: HN8000) CON5ERVADECK PANEL k (CONTINUOUS OVER r pc DROPPED GIRDER). m w !u r SUNROOM WALL to I I CON5ERVADECK I I 3/8" 0 LAG BOLT PANEL WITH 3" MIN. EMBED. SEE SHEET 51 FOR ISOLATOR TAPE MIN. CONNECTIONS (P/N: HN3130) DeFRANCO RESIDENCE DROP GIRDER 715 SHORE RD. Sd NAILS @ I G" O.C. SEE PLANS \ \ POST SEE PLANS GREENPORT,NY 11944 (2) 2xG CONTINUOUS S6 BAND AROUND ENTIRE • O• FLOOR PERIMETER 51MP50N STRONG STRUCTURAL DETAILS (MIN fb=850) TIE BC4 POST CAP —� proj.# 2023-025 Drawn by: GWN B TYP CONSERVADECK CONNECTION AT GABLE WALL D TYP CONSERVADECK CONNECTION TO INTERIOR DROPPED GIRDER Date: 03/06/23 Checked by: AS SG NOT TO SCALE S6 NOT TO SCALE scale: AS NOTED page: 6 of 17 A.S. Engineering Service-Q, P.C. NEW YORK CITY: 630 FIFTH AVE.,SUITE 2000 NEW YORK,NY LONG ISLAND: 100 DUFFY AVE.,SUITE 510-#0928 HICKSVILLE,NY 11801 PHONE: CELL:(631)560-0259 FAX:(631)938-0784 FOUR SEASONS SUNROOMS 5005 VETERANS MEMORIAL HIGHWAY HOLBROOK,NY 11741 DROP GIRDER (Office)631-563-3381 5EE PLAN5 2'-011 7 TYP THE DRAWINGS.SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEERING FOR THI5 PROJECT ARE IN5TRUMENT5 OF THE ENGINEER5 SERVICES FOR U5E 50LELY WITH RESPECT TO THI5 PROJECT AND THE ENGINEER 5HALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND 5HALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHT5 INCLUDING THE COFMGHT.THE ENGINEERS DRAWING5,5FECIFICATION5 AND OTHER 00CUMENT5 5HALL BE U5ED BY THE OWNER OR OTHER5 ON OTHER PROJECTS,FOR ADDITION5 TO THE PROJECT OR FOR COMPLETION OF TH15 PROJECT BY OR FOR OTHER5 REV. DESCRIPTION DATE 03 02 01 FOR INFO. NOT SUNROOM DOOR SEAL SHOWN SEE: l3 FLASHING s5 z o .��or- NEWOOD w Y CONSERVADEE K LANDING PANEL - - ��Q' �S SPy O,Q� Q r cc W NEL 4x4 DIAGONAL P05T m I W DENOTED"KB"ON PLANS (TYP) 2359 FES SIONP�' (2) 2xG CONTINUOUS 3/8"0 LAG BOLTS BAND AROUND ENTIRE w/MIN.3" 4x4POST EMBEDMENT TYP. FLOOR PERIMETER UYIP) (MIN fb=850) DeFRANCO RESIDENCE A 5UNR00M DOOR @ LANDING B TYP IIK13" KNEEDRACE DETAIL 715 SHORE RD. 57 NOT TO 5CALE 5 7 NOT TO SCALE GREENPORT,NY 11944 S7 STRUCTURAL DETAILS proj.# 2023-025 Drawn by: GWN Date: 03/06/23 Checked by: AS Scale: AS NOTED page: 7 of 17 A.S. Engineering Services, P.C. NEW YORK CITY: 630 FIFTH AVE.,SUITE 2000 NEW YORK,NY LONG ISLAND: 100 DUFFY AVE.,SUITE 510-#0928 (1) 5IMP50N STRONG TIE "A35" HICKSVILLE,NY 11801 FRAMING CLIP @ EACH RAFTER I PHONE: NEW 2x 10 LEDGER. FASTEN TO NEW WALL NEW 2x8 RAFTERS @ I GilCELL:(631)560-0259FAX:(631)938-0784 EXTENSION FRAMING w/(3) 3/8"0 LAG O.C. w/MAX 8'-O" SPAN BOLT @ 16"O.C. w/MIN 3" EMBEDMENT. COUNTERSINK BOLTS AS REQ'D TO I FOUR SEASONS SUNROOMS INSTALL SUNKOOM RIDGE. NEW(2) 2x SOLID BLOCKING BETWEEN / I 5005 VETERANS MEMORIAL HIGHWAY FLASHING RAFTERS TYP, // HOLBROOK,NY 11741 BY CONTRACTOR / / / I (Office)631-563-3381 THE DRAWING5,SPECIFICATION5 AND OTHER DOCUMENT5 PREPARED BY NEW FOUR SEASONS RIDGE. FASTEN / j/ / / THE ENGINEERING FORTHI5 PROJECT ARE IN5TRUMENT5 OF THE ENGINEER5 5ERVICE5 FOR U5E 5OLELY WITH RESPECT TO THI5 PROJECT TO LEDGER w/(2) 3/8"Q) LAG BOLTS // / / / AND THE ENGINEER 5HALL BE DEEMED THE AUTHOR OF THE5E W/MIN.3" EMBEDMENT @ Gil O.C. / / / / I DOCUMENT5 AND 5HALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWINGS,5FECIFICATION5 AND OTHER DOCUMENTS 5HALL BE U5ED BY THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR COMPLETION OF TH15 PROJECT BY OR FOR OTHER5 REV. DESCRIPTION DATE 5IMP50N 03 H2.5AEA. RAFTER /i / / / 2X 10 VALLEY PLATE PLACE 02 DIRECTLY ON TO STRUCTURAL 01 ROOF SHEATHING * FASTEN TO EACH EXIST RAFTER w/ I SEAL (3)1 Gd NAILS. NEW FOUR NEW(2) 2x4 SEASONS ROOM CONT. TOP PLATE / / / / I of NEW Y NEW SHEATHING TO MATCH i / / ,`Q-��y,\S SPy O,p - EXISTING SHEATHING TO-EXTEND TO - - I -- -- - / - - - - - - -- - - - ---_- --- TOP OF NEW WALL. FASTEN TO WALL FRAMING w/8d NAILS @ 8" OC / / I n I w ALONG PERIMETER FRAMING � 1 2" I m Lu OC AT ALL INTERMEDIATE FRAMING + /+ - - - - - - - - - - - - - - - - - — - — — 2359 OFEssio I I NEW WALL EXTENSION w/ 2x4 STUDS @ I G" OC. FASTEN TO EXISTING { I EXISTING RAFTERS w/4-1 Gci NAILS ROOF FRAMING DeFRANCO RESIDENCE I� II 715 SHORE RD. DENOTES PORTION I I I GREENPORT,NY 11944 OF EXISTING FRAMING TO BE REMOVED I� I S8 I I EXIST. 2x FRAME WALL STRUCTURAL DETAILS proj.# 2023-025 Drawn by: GWN Date: 03/06/23 Checked by: AS A TYP. STRAIGHT SAVE CONNECTION * OVERFRAMING AT EXIST STRUCTURE scale: AS NOTED page: 8 or 17 Q NOT TO SCALE A.S. Engineering Services, P.C. 4x4 WOOD POST @ NEW YORK CITY: LANDING CORNERS 630 FIFTH AVE.,SUITE 2000 CONT. (2) 2xG RIM JOIST NEW YORK,NY _I I/ (SEE FRAMING PLAN) S ^� NOTE: LONG ISLAND: 100 DUFFY AVE.,SUITE 510-#0928 \ SEE 5TRUCTURAL NOTE G SHEET HICKSVILLE,NY 11801 52 FOR CODE COMPLIANCE PHONE: �O CELL:(631)560-0259 38-0784 5 ECTI O N A-A 5 I/2 \ `t FAX.(631)98-0784 " 2x2 WOOD BALUSTERS 1/4" 1/4" FOUR SEASONS SUNROOMS @ 5"O.C. MAX. I xG CONTINUOUS TOP RAIL. !CONT. G CONTINUOUS TOP 5005 VETERANS MEMORIAL HIGHWAY ATTACH TO TOP PLATE WITH IL. SLOPE TOP TO DRAIN HOLBROOK,NY 11741 U (2)5D8x 1.25 WOOD (Office)631-563-3381 N SCREWS @ 1 2"O.C. , SLOPE TOP TO DRAIN THE DRAWING5,5FECIFICATION5 AND OTHER DOCUMENTS PREPARED BY THE ENGINEERING FOR THI5 PROJECT ARE IN5TRUMENT5 OF THE ENGINEERS SERVICES FOR USE SOLELY WITH RESPECT TO THI5 PROJECT AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE CONT. 2x4 RAIL, ATTACH TO 2x4 RAIL DOCUMENTS AND SHALL RETAIN AIL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S POSTS*TOP PLATE WITH (2) DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY I14"WOOD SCREWS WITH THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE MIN. I" EMBED. PROJECT OR FOR COMPLETION OF TH15 PROJECT BY OR FOR OTHERS CONT. 2x4 TOP PLATE, ATTACH TO POSTS WITH REV. DESCRIPTION DATE (2) 1 GdHDG SINKERS 2x2 WOOD BALUSTERS @ 03 5"O.C., ATTACH TO TOP 02 BOTTOM RAILS WITH 1/4" �z WOOD SCREWS WITH MIN. 01 W 1"EMBED. o Nr m SEAL m O Q m 4x4 WOOD P05T LANDING OF NEW CORNERS TYP. (SEE PLAN) A-W��$SPY - - - -- -- - -- -BEYOND- -- - * -- -- - r oC nLu I CONT. 2x4 BOTTOM m RAIL, ATTACH TO CONT. 2x4 POSTS WITH (2) 1/4" BOTTOM RAIL 2359 WOOD SCREWS WITH v MIN. I"EMBED. OFESslo A A I x DECKING I x DECKING m DeFRANCO RESIDENCE =t=-_-_ 4x4 POST @ 72"O.C. p0 I MAX. -ATTACH POSTS 0 I 715 SHORE RD. I I TO(2) 2xG RIM J0I5T w/ - __= I GREENPORT,NY 11944 (3) 1/2`0 THRU BOLTS (COUNTERBORE) CONT. (2) 2x8 LANDING FRAMING LANDING FRAMING RIM J0I5T CONT. (2) 2x8 SEE SHEET 53 FOR SEE SHEET 53 FOR RIM J0I5T SIZE 4 SPACING. SIZE It SPACING. 4x4 WOOD POST @ STRUCTURAL DETAILS LANDING CORNERS CD U CONT. (2) RIM JOIST (SEE PLAN) (SEE FRAMING PLAN) proj.# 2023-025 Drawn by: GWN NOTE: ALL WOOD SHALL BE SECTION B-5 SECTION C-C Date: 03/06/23 Checked by: AS WEATHER SEALED. Scale: AS NOTED page: 9 of 17 A TYP. WOOD GUARD RAIL @ EDGE OF WOOD LANDING 59 NOT TO 5CALE A.S. Engineering uefljic:es, P.C. NEW YORK CITY: 630 FIFTH AVE.,SUITE 2000 NEW YORK,NY LONG ISLAND: 100 DUFFY AVE.,SUITE 510-#0928 HICKSVILLE,NY 11801 NOTE: PHONE: SEE STRUCTURAL NOTE G SHEET FAX:(631)938 07849 52 FOR CODE COMPLIANCE TOP OF DECK I x WOOD DECKING FOUR SEASONS SUNROOMS 51MPSON A35 ANGLE EA.SIDE w/(6)8d TO HEADER OR LANDING I" 5005 VETERANS MEMORIAL HIGHWAY � (G)8d TO STRINGER 51MP50N A35 ANGLE EA. HOLBROOK,NY 11741 51DE w/(G)8d TO HEADER* (Office)631-563-3381 Q 8d TO STRINGER THE DRAWING5,5PECIFICATION5 AND OTHER DOCUMENT5 PREPARED BY THE ENGINEERING FOR THI5 PROJECT ARE IN5TRUMENT5 OF THE ENGINEER5 5ERVICE5 FOR U5E 50LELY WITH RE5PECT TO THI5 PROJECT IWOOD 5TAI R TREADS �II II AND THE ENGINEER 5HALL BE DEEMED THE AUTHOR OF THESE I I y AND RISERS. tl DOCUMENT5 AND 5HALL RETAIN ALL COMMONLAW,5TATUTORY AND OTHER RE5ERVED RIGHT5 INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWING5,5FECIFICATION5 AND OTHER DOCUMENT5 5HALL BE U5ED BY THE OWNER OR OTHER5 ON OTHER PROJECT5,FOR ADDITION5 TO THE PROJECT OR FOR COMPLETION OF TH15 PROJECT BY OR FOR OTHER5 0 0 0 0 0 CLOSED RI5ER TYP. z I I I I REV. DESCRIPTION DATE (2) 1/2"0 x 4 114"HILIT KWIK 03 uJ BOLT 3 EXPANSION ANCHORS WOOD DECK OR LANDING(SEE PLAN) 02 OR APPROVED EQUAL ° STAIR HEADER(SEE 01 3" I I I 3" CONT. 2x4 PLATE, DECK FRAMING PLAN) PRESSURE TREATED SEAL 2x 12 STRINGER @ 1 2"O.C. 0 0 0 I I I I GI OF NElvY 51MF5ON TA I OZ STAIR ANGLE TYP. CO GRADE PS SPy 0'6 9� 44 v 4, X 7-7f' ° Lu ° ° a ° ° ° ° ° 1 2"WIDE x 1 2" DEEP x 45" m a ° ° a ° � LONG CONCRETE FOOTING �C? %\j\\j \\j\\\/\\ a \\\\ F 2359 a �j\\j\\ � ° ° a j\\j NOTES: ESS10 1. ALL WOOD SHALL BE WEATHER SEALED CLi 2. RISE RUN SHALL CONFORM TO APPLICABLE BUILDING CODES(SEE G.S.N.) \\/�\\ \%\ \\�\\�\\�\�\\\\/i\\ \\ / \�� \�\\�\\\�\ \\�\\\�% m 3 OR CLAIRITY.D GUARDRAIL NOT SHOWN DeFRANCO RESIDENCE 715 SHORE RD. (2)#5 BARS CONTINUOUS GREENPORT,NY 11944 3" 30 MIN. 3" s i O 45" STRUCTURAL DETAILS prof.# 2023-025 Drawn by: GWN A TYP. WOOD STAIR CONSTRUCTION NOT TO SCALE Date: 03/06/23 Checked by: AS S I O Scale: AS NOTED page: 10 of 17 A.S. Engineering Services, P.C. NEW YORK CITY: \\ 630 FIFTH AVE.,SUITE 2000 2x2 WOOD BALUSTERS @ 5" A NOTE: NEW YORK,NY O.C., ATTACH TO TOP*BOTTOM U" ��"`RAILS WITH 114"WOOD SCREWS c� Q/ SEE 5TRUCTURAL NOTE G 5HEET LONG ISLAND: WITH MIN I" EMBED. Q� 52 FOR CODE COMPLIANCE 100 DUFFY AVE.,SUITE 510-#0928 r 1�� HICKSVILLE,NY 11801 Q �V `, PHONE: 5� 5 1/2" 5 1/2" CELL:(631)560-0259 - FAX:(631)938-0784 I/2" I I/2" I/2" I I/2" 1 xG CONTINUOUS TOP RAIL. FOUR SEASONS SUNROOMS ATTACH TO TOP PLATE WITH 1 112" CLR. 5005 VETERANS MEMORIAL HIGHWAY (2)5D8x 1.25 WOOD SCREWS @ 1 2"O.C. , SLOPE HOLBROOK,NY 11741 TOP TO DRAIN HANDRAIL HANDRAIL (Office)631-563-3381 THE DRAWING5,5PECIFICATION5 AND OTHER DOCUMENT5 PREPARED BY THE ENGINEERING FOR THI5 PROJECT ARE IN5TRUMENT5 OF THE ENGINEER5 5ERVICE5 FOR U5E 50LELY WITH RE5PECT TO THI5 PROJECT AND THE ENGINEER 5HALL BE DEEMED THE AUTHOR OF THESE N DOCUMENT5 AND 5HALL RETAIN ALL COMMONLAW,5TATUTORY AND OTHER RE5ERVED RIGHT5 INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWING5,5FECIFICATION5 AND OTHER DOCUMENT5 SHALL BE U5ED BY 4 I/2n MAX. THE OWNER OR OTHER5 ON OTHER PROJECT5,FOR ADDITION5 TO THE w PROJECT OR FOR COMPLETION OF TH15 PROJECT BY OR FOR OTHER5 N 0 0 CONTINUOUS 2x4 Z Oz PLATE-ATTACH WITH Q REV. DESCRIPTION DATE Q (2) 1 GcIHDG SINKERS EA. P05T 03 � w L, 0 02 0 Q 01 Q 4x4 POST @ 48"O.C. N MAX. -ATTACH TO 2x2 WOOD BALUSTERS @ SEAL STRINGER w/(2) 1/2"0 5"O.C., ATTACH TO TOP THRU BOLTS CID BOTTOM RAILS WITH 1/4" z (COUNTERBORE) WOOD SCREWS WITH MIN. � F INS � I"EMBED. O�� S SP�yO - - - - - --- - - - - - -- - - 2x I-2-STAIR TREAD--- � -- --- - w/51MP5ON TA I OZ * Tt ANGLE EA. SIDE r- m I w to c� 2359 O I OFES S10�1P OO 5"TYP. -- DeFRANCO RESIDENCE 3 112" CLR. 715 SHORE RD. TYPICAL GREENPORT,NY 11944 2x12 STRINGER Q SECTION A-A SECTION D-D S11 4x4 POST @ 48"O.C. MAX. STRUCTURAL DETAILS -ATTACH TOSTRINGE T R w/(2) I/20HRU BOLTS proj.# 2023-025 Drawn by: GWN (COU NTERBORE) Date: 03/06/23 Checked by: AS scale: AS NOTED page: 11 of 17 A TYP. WOOD STAIR GUARD RAIL AND HANDRAIL DETAIL 5 I I NOT TO SCAIF A.S. Engineering Services, P.C. • NEW YORK CITY: LIVING ROOM 630 FIFTH AVE.,SUITE 2000 NEW YORK,NY LONG ISLAND: 100 DUFFY AVE.,SUITE 510-#0928 HICKSVILLE,NY 11801 PHONE: CELL:(631)560-0259 FAX:(631)938-0784 DINING ROOM KITCHEN FOUR SEASONS SUNROOMS 5005 VETERANS MEMORIAL HIGHWAY HOLBROOK,NY 11741 (Office)631-563-3381. �- THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY (f) THE ENGINEERING FOR THI5 PROJECT ARE INSTRUMENTS OF THE �C ENGINEERS SERVICES FOR USE 50LELY WITH RESPECT TO THIS PROJECT �J N AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RE5ERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEERS DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR COMPLETION OF THI5 PROJECT BY OR FOR OTHERS EXIST. EXIST. 50G(5 EXIST. 2G4G DH S.G.D. 304G DH REV. DESCRIPTION DATE 03 STORAGE 02 PROPOSED 01 q SUN ROOM SEAL N 20'-0" x 1 2'-0" of NEtNy SPCo 71 PROTECTION OF GLAZING (SUNROOM): r cc GLAZING PROTECTION SHALL COMPLY WITH m I cLuu REQUIREMENTS OF THE EXCEPTION OF SECTION R301 .2. 1 .2 PROTECTION OF 2359 OPENINGS AND TABLE R301 .2. 1 .2 pF�SS}pNP�' DeFRANCO RESIDENCE 715 SHORE RD. GREENPORT,NY 11944 20'-0 SECTION AH 103.2 LIGHT, VENTILATION, AND EMERGENCY EGRESS Al EXTERIOR OPENINGS REQUIRED FOR LIGHT AND VENTILATION INTO A PATIO STRUCTURE CONFORMING TO SECTION AH 1 01 SHALL BE PARTIAL FLOOR PLAN UNENCLOSED WHERE SUCH OPENINGS SERVE AS EMERGENCY proj.# 2023-025 Drawn by: GWN EGRESS OR RESCUE OPENINGS FROM SLEEPING ROOMS. WHERE A PARTIAL FLOOR PLAN SUCH EXTERIOR OPENINGS SERVE AS AN EXIT FROM THE DWELLING Date: 03/06/23 Checked by: AS SCALE: 114" = P-o° Norzrn UNIT, THE PATIO STRUCTURE, UNLESS UNENCLOSED, SHALL BE Scale: AS NOTED page: 12 of 17 A I PROVIDED WITH EXITS CONFORMING TO THE PROVISIONS OF SECTION R3 1 1 OF THIS CODE. A.S. Engineering Services, P.C. NEW YORK CITY: 630 FIFTH AVE.,SUITE 2000 4-1/4" THICK 1.5 LB FOAM DENSITY NEWYORK,NY ALUMINUM ROOF PANELS WITH 'H' BEAMS LONG ISLAND: 100 DUFFY AVE.,SUITE 510-#0928 HICKSVILLE,NY 11801 II II PHONE: R4 I I GFT VINYL GIA55 TRAN50M 511111 GLASS TRANSOM CELL:(631)560-0259 FAX:(631)938-0784 w i I I W FOUR SEASONS SUNROOMS � I I � ID = 5005 VETERANS MEMORIAL HIGHWAY HOLBROOK,NY 11741 N— (C J> N I I Q p) w (Office)631-563-3381 rB II p Z THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENT5 PREPARED BY THE ENGINEERING FOR THI5 PROJECT ARE IN5TRUMENT5 OF THE ENGINEER5 SERVICES FOR U5E 50LELY WITH RESPECT TO THI5 PROJECT AND THE ENGINEER 5HALL BE DEEMED THE AUTHOR OF THESE DOCUMENT5 AND 5HALL RETAIN ALL COMMONLAW,5TAMORY AND I I W OTHER RE5ERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S p I I DRAWING5,5PECIFICATION5 AND OTHER DOCUMENT5 5HALL BE U5ED BY THE OWNER OR OTHER5 ON OTHER PROJECTS,FOR ADDIT10N5 TO THE 3 1/16" PROJECT OR FOR COMPLETION OF TH15 PROJECT BY OR FOR OTHERS 5-10 15/16" L4'-10 15/16" 6 9/16" — 12'-0° REV. DESCRIPTION DATE LEFT ELEVATION 03 SCALE: 1 4"=1'-0' 02 20'-0" --- _ _ 01 G)PLAN VIEW B _ � ;I` SEAL 1�JA g�w SCALE: 1 4'=1 -0' =.M N y �- ,<Q. s spy r - - - � - _r X e n 11 Lu m 6FT VINYL G1f55 TRANSOM 6FT VINYL GU55 TRANSOM 6FT VINYL GU55 TRANSOM SFi VINYL GU155 TRANSOM 6FT VINYL GU55 TRANSOM > 2359 Q,= > w / PIE sIONP� W 6FT 6FT 6Fi \ _ L, VINYL VINYL R2 VINYL W O DUAL DUAL DUAL = N p 5FT V, SLIDING SLIDING SLIDING V' I (n VINYL W WNDOW WINDOW WINDOW o= N p p w eo w SLIDER o oo w m ui z DOOR DeFRANCO RESIDENCE of j - / 715 SHORE RD. Rz GREENPORT,NY 11944 L5-10 1/1 /16" 3 1/16" R 1 R2 10 1/2" 5'-10 15/16" 15/16" 5'-10 15/16" 10 1/2" 3 1/16" 4 1/2" SUNROOM PLAN & ELEV. 20'-0" 6 9/16" 4'-10 15/16" �—L. 5'-10 15/16" proj.# 2023-025 Drawn by: GWN OUT TO OUT OF SILL 12'-0" FRONT ELEVATION RIGHT ELEVATION Date: 03/06/23 Checked by: AS B SCALE: 1 4'=1'-0' D SCALE: 1 4"=1'-0" Scale: AS NOTED page: 13 of 17 A.S. Engineering Services, P.C. NEW YORK CITY: 630 FIFTH AVE.,SUITE 2000 NEW YORK,NY LONG ISLAND: ADJUSTABL EAVE TOP 100 DUFFY AVE.,SUITE 510-#0928 10 (7ETB) HICKSVILLE,NY 11801 D EAVE \ EAVE BOTTO R2 5CAIP:G'-1'-0 °' (A*16EB) PHONE: N ADAPTER (A*18ES) D 9 FAX:(631)938-0784 VINYL 'H' Ll (RV*18RH) FOUR SEASONS SUNROOMS 0 z VINYL 'H' POST a WINDOW SILL CLADDING 5005 VETERANS MEMORIAL HIGHWAY P5 STIFFENER (VNL-AC127) HOLBROOK,NY 1.1741 jmmr N (A*16WS1) (Office)631-563-3381 g � G MULL DETAIL THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEERING FOR TH15 PROJECT ARE INSTRUMENTS OF THE to R2 NOT TO 5CALE ENGINEERS SERVICES FOR U5E SOLELY WITH RE5PECT TO TH15 PROJECT AND THE ENGINEER 5HALL BE DEEMED THE AUTHOR OF THE5E DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RE5ERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'5 DRAWING5,5PECIFICATION5 AND OTHER DOCUMENT5 5HALL BE U5ED BY THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITION5 TO THE C WINDOW HEAD5CAIE PROJECT OR FOR COMPLETION OF TH15 PROJECT BY OR FOR OTHERS WIN G'=I'-D' (D VINYL WINDOW MULL R2 N LH WIT SHORT F SLIDING DOOR HEAD NTH SHORT LEG NOTT115CALL R2 REV. DESCRIPTION DATE c0 z Lj 03 pp ow #8 X 3/4" HH SCRE 02 i (HN3007) AT 12 D.C.L_ � 010 =Cn 1 3 W w p a H' POS z n 0 (A*16HP) ADAPTER (A*18ES) SEAL ID u TOP OF SLIDING DOOR a ELEV.80° ! Go 00 0 ALUM SLIDING D P�V O S SP kO m VINYL 'H' PO O1 EN18PDA D ADAPTOR O - - B- WINDOW SILL-- - - - -CLADDING - -) - - - - - - - - -Q YA 12 5CAIt:G'=r-D' (VNL-AC127) Cr_ ® D m I I w VINYL 'H' POST I 2359 WINDOW SIL CLADDING V STIFFENER (VNL-AC127) r1 �J �FSSS%ON (A*18WS1) U U Y U J d pp DeFRANCO RESIDENCE � 715 SHORE RD. N 0 ® O GREENPORT,NY 11944 0 0f� EMBEDD DOOR �pOCJ �� IN 51LICONE 5EALANT O O \ A SILL R2 ° SUNROOM DETAILS N UNDERSIDE OF DOOR — ELEV.O'-o°(DATUM) prof.# 2023-025 Drawn by: GWN SILL (A*16ST) ( l SLIDING DOORSILL Date: 03/06/23 checked by: AS ROOM OJEC71ON OUT OF SILL R2 NOT TO 5CALE SEE SIZ CHART ON PAGE 1 scale: AS NOTED page: 14 of 17 MINIMUM CONNECTIONS ARE SHOYM IN THE SCHEDULE ON PAGE S7. A.S. Engineering Services, P.C. NEW YORK CITY: 630 FIFTH AVE.,SUITE 2000 NEW YORK,NY LONG ISLAND: 100 DUFFY AVE.,SUITE 510-#0928 HICKSVILLE,NY 11801 I 6 PHONE: CELL:(631) 560-0259 FAX:(631)938-078438-0784 'H' POST (A*16HP) FOUR SEASONS SUNROOMS I c tL POST CORNER COLUMN 5005 VETERANS MEMORIAL HIGHWAY #8 X 1/2" SD SCREW (H7*150) T (A*16C90) X 3/4" HH SCREW (HN3007) HOLBROOK,NY 11741 AT 12" O.C. #8 X 3/4" HH SCREW (HN300 CORNER COLUMN #8 X 1/2" SD SCREW (H7*150) (Office)631-563-3381 I I O QTY. (6) AT EACH CORNER W cn UTILITY POST COVE COLUMN (A*16C90) (A*16UPC) MINIMUM CONNECTIONS ARE SHOWN A O I THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY UTILITY POST IN THE SCHEDULE ON PAGE St. 1--1 D_ TILITY POST MULLION THE ENGINEERING FOR THI5 PROJECT ARE IN5TRUMENT5 Of THE #8 X 1" HH SCREW (HN30 N = 'H' POST MALE (A*16UPM) MULLION FEMALE ENGINEERS 5ERVICE5 FOR USE 50LELY WITH RESPECT TO THI5 PROJECT (A*16HP) (A*16UPF) AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE CAL POST J (0 O �W I7 DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND ��o \ J \ OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'5 Q D d DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY UTILITY POST G (O U j)D_ THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE MULLION FEMAL PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR OTHERS (A*16U F) A I ( L I O U REV. DESCRIPTION DATE ca d 13 Lo UTILITY POST MULLION J F03 D MALE (A*16UPM) 0 _ _ � 02 wrw 3 3/4" oil 01 3 1/16" PANEL WIDTH #8 X 3/4" HH SCREW BEAUTY CAP (4B 1 (HN3007) SEAL A PLAN UTILITY POST B PLAN CORNER R3 5CALE:G'=I'-O' SOLID FRONT R3 INSULATED PANEL OF NEW 10 1/2" P'(� S S \ PY 'Q WALL CHANNEL (A*16W #8 X 1/2" SD SCREAW (12 O.C. r cc n I I W #8 X 1/2" TEK SCREW (H7*1 m W 4 AT EACH WALL BAR / MINIMUM CONNECTIONS ARE SHOWN TILITY POST COVER QTY ( ) IN THE SCHEDULE ON PAGE S7. MINIMUM CONNECTIONS AT SILL AND AT EAVE / ARE SHOWN IN THE SCHEDULE (A*16UPC) ON PAGE S1. - 2359 ��(/ I---—-------- —- #8 X 3/4" HH SCREW (HN30 X 1" HH SCREW (HN3005) P A POST OFESSIO� QTY (2) AT 12" O.C. 'H' POS i (A*16H oP Q V71LLION .� TILITY POST DO MALE (A*16UPM) DeFRANCO RESIDENCE � a — -- --- d Oo 715 SHORE RD. #8 X 1/2" LG TEK SCRE / _' R 0 GREENPORT,NY 11944 (H7*150) / MINIMUM CONNECTIONS ARE SHOWN QTY (4) AT EA. POST / IN THE SCHEDULE ON PAGE S7. Qp INTO SILL AND INTO EAVE 3 1/16' R3 AUTY CAP (48C) SOLID INSULATED PAN 4 1/2" PLAN UTILITY POST SUNROOM DETAILS C PLAN WALL POST UTILITY POST MULLION R3 5CALE:G°=I'-0" R3 NOT TO SCALE MALEFE (A*16UPF) pr0j.# 2023-025 Drawn by: GWN Date: 03/06/23 Checked by: AS Scale: AS NOTED page: 15 of 17 COUNTER FLASHING A■S■ E�1 'I iGi`IC7CDi�f;C� 'S, 4-1/4" ALUM/ALUM ROOF P L (BY INSTALLE NEW YORK CITY: #14A x 5" ROOF SCREW (HK2135) SHIM AT ALL 630 FIFTH AVE.,SUITE 2000 #8 X 1/2" TEK SCREWS (H7*1 WITH 1-1/4" DIA. WASHER ATTACHMENT LOCATION SHEATHING NEWYORK,NY IF REQUIRED 4" GUTTER FASCIA (4GF (BY INSTALLER) — — LONG ISLAND: #8 x 1/2" TEK SCREW II 100 DUFFY AVE.,SUITE 510-#0928 10 X 3/4" SD SCRE (6) SCREWS PER PANEL II /�/ HICKSVILLE,NY 11801 (H*2027) AT 12" O.C. TOP AND BOTTOM /� / PHONE: CELL:(631)560-0259 FAX:(631)938-0784 SEALANT GUTTER CLIP (CNLADCL BY INSTALLER �o 0 MINIMUM CONNECTIONS ARE SHOWN FOUR SEASONS SUNROOMS IN THE SCHEDULE ON PAGE S1. 4J 5005 VETERANS MEMORIAL HIGHWAY TRI BY INSTALLER � T o HOLBROOK,NY 11741 (Office)631-563-3381 4-1/4" ALUM ROOF THE DRAWING5,5PECIFICATION5 AND OTHER DOCUMENT5 PREPARED BY THE ENGINEERING FOR THI5 PROJECT ARE INSTRUMENTS OF THE PANEL ENGINEER5 5ERVICE5 FOP,U5E 50LELY WITH RE5PECT TO TH15 PROJECT GUTTER (K 5G #10 X 3/4" SD SCREW (H*2027) AND THE ENGINEER 5HALL BE DEEMED THE AUTHOR OF THESE AT 12" O.C. / DOCUMENT5 AND 5HALL RETAIN ALL COMMONLAW,5TATUTORY AND OTHER RESERVED RIGHT5 INCLUDING THE COPYRIGHT. THE ENGINEER'S ADJUSTABLE DRAWING5,SPECIFICATIONS AND OTHER DOCUMENT5 5HALL BE U5ED BY EAVE TOP THE OWNER OR OTHER5 ON OTHER PROJECTS,FOR ADDnTON5 TO THE ,MkUNDERSIDE OF EAVE (7ETB) PROJECT OR FOR COMPLETION OF THI5 PROJECT BY OR FOR OTHER5 ELEV. 83-5/8" REV. DESCRIPTION DATE ROOM PROJECTION XISTING STRUCTURE #8 X 3/4" HH SCREW (HN3007) 03 AT 12" O.C. RIDGE DETAIL 4" RIDGE (74RR) 02 R4 SCALE:G"=I'-O' 01 ADAPTER (18ES) SEAL VINYL 'H' WINDOW MULLION #14A x 5" ROOF SCREW (HK2135) OF NEE (RV*18RH) 4" GABLE FASCIA (74RF) WITH 1-1/4" DIA. WASHER (SHOWN) P��S SPy SEALANT SEALANT r A W SAVE DETAIL m I I w R4 c� 4-1/4" ALUMINUM ROOF 2359 EXTR'D ALUMINUM 4" ROOF 'H' BEAM (A*74RB) PANEL �FESSI�N #8 x 1/2" TEK SCREW (1-17*1 0) (EXTERIOR ONLY) @12" O.C. STAGGERED SIDE TO SIDE �11ALUMINUM SKIN TOP (ON TOP & BOTTOM) DeFRANCO RESIDENCE 715 SHORE RD. 4-1/4" ROOF PANEL UTILITY EAVE COVER #8 x GREENPORT,NY 11944 1/2" TEK SCRE (A*16UEC) (H7*150) EPS FOAM UTILITY EAVE R4 (A 16UE) #8 X 3/4" HH SCREW SUNROOM DETAILS AT 12" O.C. proj.# 2023-025 Drawn by: GWN Date: 03/06/23 Checked by: AS ALUMINUM SKIN SOLID INSULATED BOTTOM END PANEL Scale: AS NOTED page: 16 of 17 C ROOF 'H' BEAM DETAIL R4 GAB BLE 0" R4 SCALE:G'=P-0' . A.S. Engineering Services, P.C. r NEW YORK CITY: 630 FIFTH AVE.,SUITE 2000 NEW YORK,NY LONG ISLAND: 100 DUFFY AVE.,SUITE 510-#0928 HICKSVILLE,NY 11801 PHONE: CELL:(631)560-0259 n FAX:(631)938-0784 FOUR SEASONS SUNROOMS 00 2 5005 VETERANS MEMORIAL HIGHWAY 0 0 O (Office)631 of HOLBROOK,NY 1 63-3 81 0 0 moo0 0 � �] THE DRAWING5,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF THE �(� 0 ENGINEERS SERVICES FOR U5E 50LELY WITH RESPECT TO THIS PROJECT AND THE HESE U ' DOCUMENTS CUMENTS ENGINEER AND 5HA RETAIN ALL COMMONLAW,5TATTUTORY AND H POST 22 3/4" GLASS WIDTH ALUMINUM OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S (A*16HP) SKYLIGHT ASSEMBLY DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY 3/8" 22" ROUGH OPENING 3/$" (7M991M78) THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR OTHERS CORNER COLUMN #8x1/2" TEK SCREWS C L POST (A*16C90) (7*150) (TYPICAL) i h, V REV. DESCRIPTION DATE 00 i #8 X 3/4" HH SCREW (HN3007) FIELD CAULK BEFORE A � CCOLUMN) AT EACH CORNER pp® OOp AFTER INSTALLATION 02 0 000 H 0- SOLID— = i SOLID � INSULATED 'H' POST 01 `O LL PANEL (A*16HP) w J raj 0 DO _J > Q SEAL J � Q ^ r`Q 0- 3 o 0 OF NEK/y W C J 0 W our v 8" 3 3/4" CAULK CORNER JOINT 2350� �!i= PANEL WIDTH a 8 X 3 4" HH SCREW (HN3007) BETWEEN TRIM #8x1/2" TEK SCREW e FRONT # / SKYLIGHT (7*150) TYPICAL �FESs%ON �d 6 5/16" TO TRIM C/L OF 'H' POST 6 9/16" B SKYLIGHT DETAIL DeFRANCO RESIDENCE A PLAN CORNER WITH SLIDER DOOR R45 NOT TO5CALE 715 SHORE RD. R5 GREENPORT, NY 11944 R5 SUNROOM DETAILS proj.# 2023-025 Drawn by: GWN Date: 03/06/23 Checked by: AS scale: AS NOTED page: 17 of 17 A.S. Engineering Services,P.C. Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue,Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715.SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date ChWd by Date Sheet no./rev. AS 3-13-2023 Page 1 of 26 ENGINEERING CALCULATIONS FOUR SEASONS ALL SEASONS SUN & SHADE STRAIGHT EAVE MODEL 12'-0" PROJECTION BY 20'-0" OVERALL ROOF WIDTH WITH 4" 1.5 PCF ALUM/ALUM ROOF PANELS W/ ROOF H'S FOR THE DeFRANCO RESIDENCE LOCATED AT: 715 SHORE ROAD GREENPORT, NEW YORK 11944 DATE: March 13, 2023 THE ABOVE INDICATED PROJECT HAS-BEEN EXAMINED-FOR --- 20 psf EQUIVALENT UNIFORM ROOF LOAD & Vult = 130 mph EXPOSURE B WIND LOAD AS PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND EITHER MEETS OR EXCEEDS THESE LOADINGS Ire,O N�.W,L r Q LU AR° Ess�oN�'� Office: 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com A.S. Engineering Services,P.C. Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue,Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date Chk'd by Date Sheet no./rev. AS 3-13-2023 Page 2 ot26 Table of Contents DETERMINEBASE SHEARS BASED ON WIND LOADS....................................................................................................................3 WINDSHEAR....................................................................................................................................................................................4 COMPONENTSAND CONNECTIONS.................................................................................................................................................7 ROOFPANEL—FOR REACTIONS ONLY........................................................................................................................................8 BEARINGWALL COLUMNS.............................................................................................................................................................9 GABLEWALL COLUMN..................................................................................................................................................................13 EAVE...............................................................................................................................................................................................14 CONNECTIONDESIGN......................................................................................................................................................................17 Office: 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com A.S. Engineering 9ervices,P.C. . Lonq Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue,Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date Chk'd by Date Sheet no./rev. AS 3-13-2023 Page 3 of 26 DETERMINE BASE SHEARS BASED ON WIND LOADS Office: 631-560-0259 Fax: 631-938-0784 www.asengineerin,gservices.com A.S. En gineering Services,P.C. Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue, Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date Chk'd by Date Sheet no./rev. AS 3-13-2023 Page 4 of 26 WIND SHEAR FIRST CALCULATE WIND PRESSURES AND THEN BASE SHEARS AND LATERAL FORCE DISTRIBUTION ■® ....... W ,.,.,,,R,,.,,..� �,, �.,,,,,,a+= r .................�,,,,,.,,,,, �...,,=......—p— -... -- 1 HAZARD TOOL �D Wind Detailsr` X Location I- _zs'�--A C ^` 715 Greenport Shrs,Greenpgrt,New York,11944 Wind Speed 128 Vmph 10-year MRI T 76 Vmph ' --•- ./r" j�t•5 0 ft with respect to North American _ Elevation Vertical Datu of 1988(NAVD 88) - 25-year MRI 87 Vmph m Let 41.095148 50-year MRI 99 Vmph /r'^ Long: -72.378062 10D-year MR[ 105 Vmph Standard: ASCE/SEI 7-16 Value provided is 3-second gust wind speeds at 33 I t above ground for i 1 Exposure C Category,based on linear interpolation between contours.Wind Riskliido II 3 speeds are interpolated in accordance with the 7.16 Standard.Wind speeds /" # lv Ed Category: correspond to approximately a 7%probability of exceedance in 50 years Soil Class: (annual exceedance,probability=MOM,MRI=700 years). / j�`'`,LC / r Site is In a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Wind overlay Glazed openings need not be protected against wind-borne debris. 128 Vm h Data Source p ASCE/SEI 7-16,Fig.26.5-18 and Figs.CC2-1-CC.2-4,and Section 26.5.2 iFULL REPORT j Suffolk County,UConn/ l: j-©-rwi—v - - - -- .._._Mana7e_._r 05=HERNANDEZ --- - -, J [RB]WINDBORNE DEBRIS REGION.Areas within hurricane-prone regions located in accordance with one of the following: 1. Within 1 mile(1.61 km)of the coastal mean high water line where the ultimate design wind speed,Vu(t, is 130 mph(58 mis)or greater. 2. In areas where the ultimate design wind speed,Vu(t, is 140 mph(63.6 m/s)or greater; or Hawaii. NON-WINDBORNE DEBRIS REGION Office: 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com .A.S. Engineering Services,P.C. Lonq Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue,Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date ChWd by Date Sheet no./rev. AS 3-13-2023 Page 5 of 26 Wind Pressure Calculations (Main Wind Force Resisting System) Design Wind Pressure p=gGCP-q;(GCP;) Where, q= "0.00256 KZ Kn Kd Vz 1 Velcity Pressure Exposure Where, KZ= Coefficient= [.70.71 for Exposure FBI 0.7 FOR EXP B Kn= Topographical Factor= f 1.0 0.85 FOR EXP C Kd= Directionality factor= C 0.85 Vult= Wind Speed= [•-130 mph I= Importance factor Liki Therefore, q= 25.74 psf Design wind pressure, p= gGCP-q;(GCP;) Where, q= 25.74 psf G= Gust Factor=0.85 + 0.55 FOR PARTIALLY EXPOSED GCP;_ +0.18 for STRUCTURE Windward 0.18 FOR ENCLOSED CP= 0.8 Wall STRUCTURE 0.5 Leeward Wall 0.7 Side Wall 0.9 Roof Windward Therefore, p= 22.14 psf for Wall 15.57 psf for Leeward Wall 19.95 psf for Side Wall 24.33 psf for Roof Pressures based on Vasd -multiply by 0.6 Windward 13.28 psf for Wall 9.34 psf for Leeward Wall 11.97 psf for Side Wall 14.60 psf for Roof Office: 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com A.S. Engineering Services,Pace Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue, Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date ChWd by Date Sheet no./rev. AS 3-13-2023 Page 6 of 26 ROOM INPUT PROJECTION 12.00 FT EAVE HEIGTH 8.17 ' FT RIDGE HEIGHT 9.00 " FT FRONT WALL LENGTH _20,00, ; FT WIND PRESSURES 13.28 psf for Windward Wall 9.34 psf for Leeward Wall Side 11.97 psf for Wall 14.60 psf for Roof WIND BASE SHEAR CALCULATIONS X-Direction Surface Area= 103.02 sq ft for peaked wall Y-Direction Surface Area= 163.4 sq ft for side wall Therefore, X-Direction Wind Shear,Vwx= 2331 Ibs Y-Direction Wind Shear,VwY= 2170 Ibs LATERAL FORCE RESISTING SYSTEM LOAD vx= 2331 1/2 TO FOUNDATION = 1166 1/2 TO HOUSE& 1/2 TO FRONT WALL 1166 = 583 DIVIDED BY LENGTH OF FRONT 583 WALL= 29 PLF vx= 2170 1/2 TO FOUNDATION = 1085 1085 1/2 TO EACH SIDE WALL 543 DIVIDED BY LENGTH OF GABLE WALL 543 = 45 PLF Office: 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com A.S. Engineering Services, Lonq Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue,Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date ChWd by Date Sheet no./rev. AS 3-13-2023 Page 7 of 26 COMPONENTS AND CONNECTIONS COMPONENTS TO BE SIZED INCLUDE: ROOF PANELS(FOR REACTIONS ONLY) ROOF PANEL SPANS PER [CC ESR 2444 BEARING WALL COLUMNS GABLE WALL COLUMNS EAVE SUNROOM CONNECTION SUMMARY ROOF RIDGE TO EXISTING ROOF PANEL TO EAVE EAVE TO COLUMN COLUMN TO SILL SILL TO FOUNDATION Office: 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com A.S. Engineering Services,P.C. Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue, Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Cale.by Date ChWd by Date Sheet no./rev. AS 3-13-2023 Page 6 of 26 ROOF PANEL— FOR REACTIONS ONLY REQUIRED BEAM SECTIONAL PROPERTIES -ROOF PANEL PER FOOT(GRAVITY LOADS) (FOR WALL DESIGNS) LENGTH: 12.000 ft 144.00 in <<(Eave Height) (Average <<(Average O.C.: 1.000 i ft 12.00 in distance Distance DEFL. LIMIT L/ 120 ; = 1.200 in to each support) Between For ridge- _ WIDTH/2 Two Windows) DEAD LOAD: 5 psf (Zero) LIVE LOAD: 20 psf «(Wind Pressur END REACTIONS TOT.w= 25 plf = 150 Ibs REQUIRED BEAM SECTIONAL PROPERTIES-ROOF PANEL PER FOOT(WIND LOADS) (FOR WALL DESIGNS) LENGTH: 12.000. ft 144.00 in <<(Eave Height) (Average <<(Average O.C.: 1.000 ft 12.00 in distance Distance DEFL. LIMIT L/ 120 = 1.200 in to each support) Between For ridge-WIDTH/2 Two Windows) DEAD LOAD: 0 psf (Zero) LIVE LOAD: 11.60 psf <<(Wind Pressure) END TOT.w= 11.59576 plf REACTIONS= 69.57456 Ibs Office: 631-560-0259 Fax: 631-938-0784 www.asen-gineeringservices.com A.S. Engineering Services,P.C. Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue,Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date Chk'd by Date Sheet no./rev. AS 3-13-2023 Page 9 of 26 BEARING WALL COLUMNS REQUIRED BEAM SECTIONAL PROPERTIES-BEARING WALL COLUMN (FOR WALL DESIGNS) LENGTH: 8.170 ft 98.04 in <<(Eave Height) <<(Average <<(Average O.C.: 6.000 ft 72.00 in distance Distance DEFL. LIMIT L/ 120 = 0.817 in to each support) Between For ridge-WIDTH/2 Two Windows) DEAD LOAD: 0 psf (Zero) LIVE LOAD: 13.28 psf <<end Pressure) TOT.w= 79.69748 plf END REACTIONS= 325.5642 Ibs Moment= 665 ft-lb 7979.579 in-lb STEEL ALUMINUM WOOD REQUIRED PROPERTIES REQUIRED PROPERTIES REQUIRED PROPERTIES 6b: 24000 psi 6b: 19000 4 psi 6b: 1600 psi E: 29000000 ' psi E: 10100000 psi E: 1600000 psi a,: 110 psi Sx>= 0.332 in3 Sx>= 0.42 1n3 Sx>= 5.0 in3 Ix>= 0.337 in4 Ix>= 0.968 in4 Ix>= 6.1 in4 Ax>= 4.4 in2 c= 2.305396 RECTANGULAR DIMENSIONS 1.25 WIDTH: 7.5 in 1.48 DEPTH= 2.14 in minimum Combined Ratio Check: Office: 631-560-0259 Fax: 631-938-0784 www.asen-gineeringservices.com A.S. Engineering Services,P.C. Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue, Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFrancO 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date Chkd by Date Sheet no./rev. AS 3-13-2023 Page 10 of 26 Member Force/stresses Member Properties Axial Force= 900 Ibs Unsupported Length, Lx= 8.170 ft Max Bending Moment, Mz= 665 Ibs-ft Unsupported Length,Ly= 1 ft Max Bending Moment, My= 0 Ibs-ft Cross Section Area= 1.13 sq in Section Modulus, Sx Allowable Axial Stress, Fa= E4600 psi = 0.73 cu in Allowable Bending Stress, Section Modulus, Sy Fbx= psi = 0.65 cu in Allowale Bending Stress,Fby psi Radius of G ration, rx= 1.16 in Youn 's Modulus, E= psi Radius of G ration, = 1:09 in K= Cmx, Cmy= 0.85 fa= 900 / 1.13 = 796.46 psi fbx= 7979.579 / 0.73 = 10930.93 psi fby= 0 / 0.65 = 0.00 psi Fex=(71)^2*E/(nu*(KLx/rx)^2) 7156.42 psi Fey=(n)^2*E/(nu*(KLy/ry)^2) 421771.29 psi Is fa/Fa<0.15? NO fa/Fa= 796.4602 / 4600 = 0.173 > 0.15 Equations to be checked : 1.fa/Fa+fbx/Fbx+fby/Fby<= 1 0.173 + 0.575312 + 0.000 0.748 <= 1 (GOOD) 2 fa/Fa+Cmx fbx/(Fbx*(1-fa/Fex))+Croy fby/(Fby*(1-fa/Fey)) <=1 0.173 + 0.550255 + 0 0.723 <= 1 (GOOD) Office: 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com A.S. Engineering Services,P.C. Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue,Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date Chk'd by Date Sheet no./rev. AS 3-13-2023 Page 11 of 26 VINYL CLADDING MATERIAL 6005-T6 O 36 UTILITY H UTILITY H FEMALE MALE D/N: 2020 P/N: 2019 )DITION 365 ADDITION 365 VINYL CLADDING Office: 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com A.S. Engineering Sermices,R C. Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue, Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date ChWd by Date Sheet no./rev. AS 3-13-2023 Page 12 of 26 ad 3514 1 V)9 M.dw 1.915 rn �ryao 1.127 zq in Pct�l� aw 26,456 In Doun,Aing bona Xi —1.099 -- L915 In V, —1.314 -- E,076 In Centr-old• X, Q041) In Yi 0.000 In doments of hert1w Xi 1.70B sq In sq In -Yi 134F sq In sq in Produc# of kiertlw XY! U0D sq In sq In Rg1dll of gyrotion, Xi L157 In Y1 1,091 In PrtnclGol noraarrts (sq In sq k-0 Darn X-'Y directions about centrold, b 1.508 alone [1.001) 0,401)] Ji 1242 otcr7g 113000 10001 Office: 631-560-0259 Fax: 631-938-0784 www.asen-gineeringservices.com A.S. Engineering 5ervices, P.C. Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue,Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date ChWd by Date Sheet no./rev. AS 3-13-2023 Page 13 of 26 GABLE WALL COLUMN REQUIRED BEAM SECTIONAL PROPERTIES-GABLE WALL COLUMN (FOR WALL DESIGNS) LENGTH: 9.000 I ft 108.00 in <<(Eave Height) <<(Average O.C.: 5.500 ft 66.00 in <<(Average distance Distance DEFL. LIMIT L/ :120 = 0.900 in to each support) Between For ridge-WIDTH/2 Two Windows) DEAD LOAD: 0 psf (Zero) LIVE LOAD: 13.28 j psf <<end Pressure) TOT.w= 73.05602 plf END REACTIONS= 328.7521 Ibs ft- Moment= 740 lb 8876.307 in-lb STEEL ALUMINUM WOOD REQUIRED PROPERTIES REQUIRED PROPERTIES REQUIRED PROPERTIES 6b: 24000 psi 6b: 19000 psi Gb: 1600� psi E: L 29000000 i psi E: 10100000 psi E: [1600000 „ psi crv: 110psi Sx>= 0.370 in3 Sx>= 0.47 in3 Sx>= 5.5 in3 Ix>= 0.413 in° Ix>= 1.186 in4 Ix>= 7.5 in° Ax>= 4.5 in2 c= 2.539604 RECTANGULAR DIMENSIONS 1.25 WIDTH: 7.5 in 1.58 DEPTH= 2.29 in minimum Office: 631-560-0259 Fax: 631-938-0784 www.asengineerinaservices.com A.S. Engineering Services,P.C. Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue,Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date ChWd by Date Sheet no./rev. AS 3-13-2023 Page 14 of 26 EAVE REQUIRED BEAM SECTIONAL PROPERTIES -EAVES BEAM(GRAVITY LOADS) (FOR WALL DESIGNS) LENGTH: 6.000 ft 72.00 in <<(Eave Height) <<(Average <<(Average O.C.: 7.000 ft 84.00 in distance Distance DEFL. LIMIT L! 120 = 0.600 in to each support) Between For ridge- WIDTH/2 Two Windows) DEAD LOAD: 5 psf (Zero) LIVE LOAD: 20 psf << (Wind Pressure) TOT.w= 175 plf END REACTIONS= 525 Ibs Moment= 788 ft-lb 9450 in-lb STEEL ALUMINUM WOOD REQUIRED PROPERTIES REQUIRED PROPERTIES REQUIRED PROPERTIES 6b:_ _ 24000 psi__ 6b: 19000 P_si_ 6b: 1600 psi E: 29000000 psi E: 10100000 psi E: 1600000 psi 6v: 110psi Sx>= 0.394 in3 Sx>= 0.50 in3 Sx>= 5.9 in3 Ix>= 0.293 in4 Ix>= 0.842 in4 Ix>= 5.3 in4 Ax>= 7.2 in2 c= 1.693069 RECTANGULAR DIMENSIONS 1.25 WIDTH: 7.5 in 1.41 DEPTH= 2.17 in minimum Office: 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com A.S. Engineering Services,P.C. Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue,Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date ChWd by Date Sheet no./rev. AS 3-13-2023 Page 16 of 26 REQUIRED BEAM SECTIONAL PROPERTIES-EAVES BEAM(WIND LOADS) (FOR WALL DESIGNS) LENGTH: 6.000 ft 72.00 in <<(Eave Height) <<(Average O.C.: 7.000. ft 84.00 in <<(Average distance Distance DEFL. LIMIT L/ - 126 = 0.600 in to each support) Between For ridge-WIDTH/2 Two Windows) DEAD LOAD: 0 psf (Zero) LIVE LOAD: 12 psf <<end Pressure) TOT.w= 81.17032 pif END REACTIONS= 243.5109 lbs ft- Moment= 365 lb 4383.197 in-lb STEEL ALUMINUM WOOD REQUIRED PROPERTIES REQUIRED PROPERTIES REQUIRED PROPERTIES ab: 24000 psi ab: 19000 psi ab: 1600 psi E: 29000000 psi E: 10100000 psi E: 1600000 psi av: 110psi Sx>= 0.183 in3 Sx>= 0.23 in3 Sx>= 2.7 in3 Ix>= 0.136 in4 Ix>= 0.391 in4 Ix>= 2.5 in4 Ax>= 3.3 in2 c= 1.693069 RECTANGULAR DIMENSIONS 1.25 WIDTH: 7.5 in 1.09 DEPTH= 1.58 in minimum GRAVITY CONTROLS DESIGN AND ADJUSTABLE EAVE IS ADEQUATE Office: 631-560-0259 Fax: 631-938-0784 www.asengineerin,gservices.com A.S. Engineering Services,P.C. Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue,Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date Chk'd by Date Sheet no./rev. AS 3-13-2023 Page 16 of 26 VINYL CLADDING v� (V ADJU5TA1E SAVE P/N: 18M 0.060 ADDITION 365 MATERIAL 6005-T6 VINYL CLADDING --� a�aa 2d41 1P:0 - - Ares 1.295 sq !i Perineter: :33046 In Boundho box- K, -2.401 -- 1.972 In Y. -2.519 -- 1.539 in Cen+k-vId- XI 0.9PD In Y! 0.000 In Monents ❑p InorELii Y 1449 gq In sq In Y, 2.25S aq In sq In Fraoki[-t of, InertYa, X'0 01ES sq In aq In Ro.dll of ®nation, Ki L05B In 'fr i 220 In Prindpol r ner s Lsq In " In} LrYA X-Y dlrec+bns W ou-b ePn+r�ld- L 14F9 or EU.933 -0.1537 J 2,275 along M158 09881 Office: 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com A.S. Engineering Services,P.C. Lonq Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue,Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date ChWd by Date Sheet no./rev. AS 3-13-2023 Page 17 of 26 CONNECTION DESIGN Office: 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com A.S. Engineering Seruices, Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue, Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date ChWd by Date TPagel t no./rev. AS 3-13-2023 8 of 26 ALUMINUM ROOF PANEL LEDGER TO WOOD CONNECTION 3/8" Lag Screw into Douglas Fir-Larch w/0 in. of Gap Space. Wood Screw Type= F', Lag Screw Wood Screw Length= 3.50 in Wood Screw 3.00 in Embedment= Wood Screw Thread 2.25 in Length= D= 0.375 in Dowel Diameter D.= 0.265 in Dowel Diameter at max.stress in main member D.= 0.265 in ,Dowel Diameter at max.stress in side member Fb= 70,000 psi ,Dowel bending strength Wood Screw Withdrawal Calculations Substrate: Mixed Maple-Southern Pine Tabulated withdrawal design value: W= 351 Ibs Penetration Factor: CP= 2.25 in (based on 1/2 screw length+.5) Duration Factor: CD Withdrawal Allowable(W')= 1263.0 Ibs Wood Screw Lateral Calculations Substrate(Main Douglas Fir-Larch Member): Frame(Side Member): Aluminum 6005-T5 Cantilever Distance: in Frame hollow space+shim g: 0 in Gap between members(if applicable cantilever/2) &= 3.000 in Main member dowel bearing length Office: 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com A.S. Engineering Services,P.C. Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue,Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date Chk'd by Date Sheet no./rev. AS 3-13-2023 Page 19 of 26 in Side member dowel bearing length Fem= 3,646 psi ,Main member dowel bearing strength 13 38,000 psi ,Side member dowel bearing strength qm= 1,367 Ibs/in Main member dowel bearing resistance=FemD qs= 14,250 Ibs/in ,Side member dowel bearing resistance=FesD Mm= 217.11 in-Ibs ,Main member dowel moment resistance=Fb(Dm3/6) M,= 217.11 in-Ibs ,Side member dowel moment resistance=Fb(Ds3/6) Maximum angle of load to grain(0'S 0 5 90')for any member in a 0= 90 degrees connection Ke= 1.258 KD= 3.000 Single Shear Double Shear Mode Main Member Im ZI= 4101.79 Ibs 4101.79 Ibs Bearing ,Reduction 5.03 Term Mode Im ZI= 815.14 Ibs 81$.14 Ibs Mode ,Side Member Is ZI= 5343.75 Ibs 10687.50 Ibs Bearing ,Reduction 5.03 Term Mode Is ZI= 1061.95 Ibs 2123.91 Ibs Mode Side and Main II ZI,= 1754.39 Ibs Member Bearing A= 0.0002 B= 1.688 C= 3577.32 Reduction 3.52 Term Office: 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com A.S. Engineering Services,P.C. Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue,Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date Chk'd by Date JPage no./rev. AS 3-13-2023 20 of 26 -- II Zu= 498.07 Ibs _ Mode Main Member Bearing Illm Zm= 1750.45 Ibs and Dowel Yielding in the Side Member A= 0.0002 B= 1.500 C= 3293.45 Reduction 3.52 Term Mode Illm Zm= 496.95 Ibs Mode Side Member Bearing Ills Zm= 1145.91 Ibs 2291.81 Ibs and Dowel Yielding in the Main Member A= 0.0004 B= 0.188 C= -718.09 Reduction 3.52 Term i Mode III: Zm= 325.32 Ibs 650.64 _ __ Ibs Mode ,Dowel Yielding in the IV Z,v= 1040.89 Ibs 2081.77 Ibs Side and Main Member A= 0.0004 B= 0.000 C= -434.22 Reduction 3.77 Term Mode IV Ziv= 275.80 Ibs 551.61 Ibs Cd= 1.15 Load Duration Cp= 1.000 Penetration Factor Office: 631-560-0259 Fax: 631-938-0784 www.asengineerin.gservices.com A.S. Engineering Services,P® o Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue,Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date ChWd by Date Sheet no./rev. AS 3-13-2023 Page 21 of 26 Sinele Lateral Allowable(Z'J= 317.2 Ibs Double Lateral Allowable(Z'd)= 634.4 Ibs HAVE 2 @ 16"O.C.THEREFORE TOTAL CAPACITY=476 PLF Office: 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com A.S. Engineering Services, Lonq Island New York Florida 100 Duffy Avenue,Suite 51040928 630 Fifth Avenue,Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date ChWd by Date Sheet no./rev. AS 3-13-2023 Page 22 of 26 WOOD LEDGER TO EXISTING WOOD FRAMING CONNECTION 3/8" Lag Screw into Douglas Fir-Larch w/0 in. of Gap Space. Wood Screw Type= ,: ;;.` Lag Screw Wood Screw Length= 6.00 in Wood Screw x in Embedment= 3,00 Wood Screw Thread 3.50 in Length= D= 0.375 in ,Dowel Diameter D.= 0.265 in Dowel Diameter at max.stress in main member D,= 0.265 in Dowel Diameter at max.stress in side member Fb= 70,00 psi ,Dowel bending strength Wood Screw Withdrawal Calculations Substrate: Mixed Maple-Southern Pine Tabulated withdrawal design value: W= 351 Ibs Penetration Factor: CP= 3.50 in (based on 1/2 screw length+.5) Duration Factor: CD= Withdrawal 1965. Allowable(W')= 0 Ibs Wood Screw Lateral Calculations Substrate(Main Douglas Fir-Larch Member): Frame(Side Member): Douglas Fir-Larch Cantilever Distance: in ,Frame hollow space+shim g: 0 in ,Gap between members(if applicable cantilever/2) = 3.000 in Main member dowel bearing length in Side member dowel bearing length Office: 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com A.S. Engineering Services,P.C. Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue,Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date ChWd by Date Sheet no./rev. AS 3-13-2023 Page 23 of 26 Fem= 3,646 psi Main member dowel bearing strength 13 3,646 psi Side member dowel bearing strength qm= 1,367 Ibs/in ,Main member dowel bearing resistance=FemD qs= 1,367 Ibs/in ,Side member dowel bearing resistance=FesD 217.1 Mm= 1 in-Ibs Main member dowel moment resistance=Fb(Dm3/6) 217.1 Ms= 1 in-Ibs Side member dowel moment resistance=Fb(W/6) degree Maximum angle of load to grain(0"5 0 5 90")for any member in a 0= 90 s connection Ke= 1.258 KD= 3.000 Single Shear Double Shear Mod Main Member e Im ZJ= 4101.79 Ibs 4101.79 Ibs Bearing 5.03 Reduction Term i Mod e Im Z= 815.14 Ibs 815.14 Ibs Mod Side Member e 4 ZJ= 4101.79 Ibs 8203.58 Ibs Bearing 5.03 Reduction Term e I, ZI= 815.14 Ibs 1630.28 Ibs Mod Side and Main Member e II Zn= 1699.02 Ibs Bearing A= 0.0004 B= 3.000 6152.6 C= 8 3.52 Reduction Term Mod e II Zn= 482.35 Ibs Office: 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com A.S. Engineering Services, Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue,Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date Chk'd by Date Sheet no./rev. AS 3-13-2023 Page 24 of 26 Mod ,Main Member Bearing e Illm Zin= 1438.70 Ibs and Dowel Yielding in the Side Member A= 0.0005 B= 1.500 3293.4 C= 5 3.52 Reduction Term i Mod " e Illm Zm= 408.44 Ibs Mod ,Side Member Bearing e 116 Znr- 1438.70 Ibs 2877.40 Ibs and Dowel Yielding in the Main Member A= 0.0005 B= 1.500 - - - - 3293.4 C= 5 3.52 Reduction Term Mod _... e III: _- --_-._ Znr. 408.44 -- Ibs 816.89 Ibs Mod ,Dowel Yielding in the e IV Ziv= 770.52 Ibs 1541.04 Ibs Side and Main Member A= 0.0007 B= 0.000 C= -434.22 3.77 Reduction Term Mod e IV Ziv __-_204.17_ -_ __Ibs_ _ 408.33_ _. .,., ---Ibs Cd= 1.15 ,Load Duration Co= 1.000 Penetration Factor Office: 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com A.S. Engineering Services,PC. Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue,Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEWYORK 11944 Calc.by Date ChWd by Date Sheet no./rev. AS 3-13-2023 Page 25 of 26 MMk Lateral Allowable(Z's)= 234.8 Ibs Double Lateral Allowable(Z'a)= 469.6 Ibs MIN (3)@ 16"O.C. =530 PLF Office: 631-560-0259 Fax: 631-938-0784 www.asenoineeringservices.com A.S. Engineering ervices,P.C. Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue, Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date Chk'd by Date Sheet no./rev. AS 3-13-2023 Page 26 of 26 CONNECTION SUMMARY 230 SUN&SHADE STRAIGHT EAVE No. CAPACITY CONNECTION SCREW PER ACTUAL CAPACITY GOOD S SCREW FORCE (Y/N) ROOF PANEL RIDGE TO EXISTING PER FOOT 3 441 150 1323 ROOF PANELS TO EAVES BEAM 6 91 278 546 EAVES BEAM TO COLUMN 4 210 417 840 SILL TO COLUMN 4 210 417 840 SILL TO FOUNDATION 2 697 417 1394 NOTE-FORCES SHOWN AS APPLIED IN CONNECTION, IE UPLIFT FORCE ON COLUMN TO SILL CONNECTION RESULTS IN SHEAR FORCE ON SCREWS Office: 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com _..., - BUILD the BEST cOUD cEASONSO ROOMS _ - made in N. America for Over 30 Years 230 SUN AND SHADE: STRAIGHT EAVE DESIGN ENGINEERING CALCULATIONS: ALLOWABLE MEMBER STRESSES AND_ CONNECTION LOADS FOUR SEASONS SOLAR PRODUCTS 5005 Veterans Memorial Highway Holbrook,New York 11741 (631)563-1000 Fax:(631)218-9076 JOB: 230 SUN AND SHADE:STRAIGHT EAVE DESIGN r•vlt a 2l:c RE�t SHEET NO: 1 OF. 18 r FOUR SEASONS CALCULATED BY: Lawrence Duffy DATE: 10/1/2003 y- O O M S CHECKED BY: Surya Lamsal DATE. 10/1/2003 S U N R :.we•„i t, o..•t�v a-.•.., STAMPED BY. DATE: 9.0_DEGREE CORNER COLUMN WITH WINDOW JAMBS(7C9-7NFJ --- ALLOY:6063-T5 --__-_- •-._-- -- - - INPUTS -- - Effective Length Factor, k: 1.000 _ Allowable Stresses for Building - ---_- ------ 96.000 _ Length,L(in): - SPEC_3-4.1 -- - - 1.278 - - Radius of Gyration,r(in): __--__-- 6= 9500 --Psi - - ---- 2 EDGE Width of Section,b(in): 2.839 _SPEC 3-4.2 Corresponding Thickness,t(in): 0.062 CY 9500 psi SHEAR Height of Section,h(in): 3.571 ------SPEC 3.4.7 0.062 6121 psi Corresponding Thickness,t(in): - - 6= 8.9-0.037(kUr) = p Unbraced Length, Lb(in): 96.000 SPEC 3.4.9 - 6= 10-0.071(b/t) = 6749 psi Radius of Gyration,ry(in): 1.278 Moment of Inertia, Strong Axis(M4): 3.072 SPEC 3.4.14 -- -' 6= 9500 = 9500 psi Moment of Inertia,Weak Axis(in4): 3.066 _ __..- _ Centroid to Outer Fiber Comp- Side, ?(in): _ f_1_95B SPEC. 3.4.16 6= 11.8-0.063(b/t)_ -_- _-_ Torsional Constant.J(in4): 3.672 7999. psi _—•in E ---- SPEC 3.4-18 6= '12500 = 12500 psi _- _-- - - — - MEMBER_CONSTANTS SPED - -- - - - - 5145 psi_ _.. KUr= 75.10 a= 6.7-.027(h/t) _ -- -- - - --- -- - - 2 EDGE b/t= 45.79 - -- - SHEAR h/t= 57.60--- Lb/ry 75.10 -------------- Lbl,,/(0.5tY"(ly`J)"0.5)= 89.51 MAXIMUM ALLOWABLE STRESSES - _ TENSION= 9500 psi COMPRESSION: = 6121 psi BENDING:= 7999 psi --- psi - - SHEAR= 5145 - - - !. -- -—Tl-rt -1 II 0 • -- — ----- - 1.98� — .-..-. 1.59C 3.574 — -- N 0 6 I r. V r Ln 0.078 m Ln m I .984 1 .550 3.574 —- REGiON:S ------------- Areal ------ 1,E762 54..6695 Perimeters � � X� -1,9�836 -_- 2.2152 Bounding boxy Y.. -1.,9884 2.2111 Centroid: X.- 0.0000 Y: 0.0000 Moments of inertia X; 3.0723 Y= 3.0661 Product of inertial XY: -0.6028 Radii of gyration: X: 1,2797 Y; 1,2783 Principal moments and X-Y directions about c nt 7 819] 1: 2.4664 along JI 3,6720 along C0.7089 0.70531 ALLOY ER 6063-T5, 6005-T5 NO. REVISION By FOUR SEASONS SOLAR PRODUCTS CORP. TYPICAL 5005 VETERANS MEMORIAL HIGHWAY WALL 0.078, 0.062 1 O HOLBROOK, NEW YORK 11741 FINISH - 2 DESIGNERS AND MANUFACTURES OF FOUR SEASONS SUNROOMS DIE NO. 8562, 4582C 3 TITLE SECTION PROPERTIES PART NO. 4 90 DEGREE CORNER 7c9, 7NFJ DO NOT SCALE DRAWINGS SCALE 1 "A DRAWN eY LJD Dwc. 5APPROVEDDATE 08-08-03 7C9-7NFJ 6 L TOLERANCES + N - N JOB: 230 SUN AND SHADE:STRAIGHT EAVE DESIGN :• .,- :": SHEET NO: 2 OF: 18 FOUR SEASONS_ CALCULATED BY: Lawrence Duffy DATE: 10/1/2003 S U N R O O M S CHECKED BY: Surya Lamsal DATE: 1011/2003 Ma 1 r. • r •...: sr u.�•a;ire••• STAMPED BY: DATE: LITE H COLUMNS WITH WINDOW JAMBS 17111-7NFJ) —• - ALLOY:6005-T5 — INPUTS rfor Rtdlrlinn --_- _--- Effe�tlVe Length Factor, k: Al!p-x3b1e Stseec f - 1 nnl) -- — Length,L(in): 82.380 _ _SPEC 3.4.1 _ _ �— ---- — — __CF 1900_0 psi Radius of Gyration,r(in): 0.726 2 EDGE Width of Section, b(in): 1.134 SPEC 3.4.2 �. -- 13= 19000 psi Corresponding Thickness,t(in): 0.060 SPEC 3.4.7 SHEAR Height of Section,h (in): 3.004 a= 51000/(k•Ur)^2 = 3961 psi Corresponding Thickness,t(in): 0.050 Unbraced Length,4(in): 82.380 SPEC 3.4.9 _ —.- 6= 23.1-0.25(b/t) = 17430 psi — Radius of Gyration, ry(in): 0.726 —— - -- Moment of Inertia, Strong Axis(in4): 1.089 SPEC 3.4.16 . -- 6= 27.3-0.29(blt) = 20723 psi — Moment of Inertia,Weak Axis(in4): 0.601 Centroid to Outer Fiber Comp.Side,Y(in): 1.596 STEC.3.4-18 a= 28000 = 28000 psi — Torsional Constant,- (in4)_ 1.089 - -- -SPPEC 3.4_2U — MEMBER CONSTANTS 6= 15.6-.099(h/t). = 9652 psi _ - — _ KUr= 113.47 __ - —--- ------ - — — — 2 EDGE b/t= 22.68 - SHEAR h/t - -'60.08_ - — _ --•— - - . — Lb/ry-.- '113.47 . Lblx/(0.5"1 (ly'-)^0.5)= 56.95 MAXIMUM ALLOWABLE STRESSES _ TENSION P_ 19000 psi 0.050 --�r-- = COMPRESSION: = 3961 psi —•_ _--- -- — -- 0.062 I II psi BENDING:_ _- 19000 P —• — I{_ I; ��I � � SHEAR= 9652 psi I i I M -- - jj'% 0.944 0.050 O.OG2 m Ln d- O O m O 1 iFo944 I .825 . ---------------- REGI❑NS ----- ----------- Areci, 1:1393 Perl!�� ,-ter: 40.4717 Bounding box: X: =1.5203" . -- 1,5548 Y. -1,4198 --. 1.6002 -Centroid: X: 0.000'0 Y: 0,0000 Moments of- inertia:- X: 1.0886 - Y: 0.6005 Product of inertia: XY: -0,0021 Radii of gyration: X: 0.9775 Y: 0,7260 Principal moments and X-Y directions about centroid: I: 0,6005 along C0.0044 -1-00001 J: 1,0886 along C1,0000 0.00441 ALLOY 6105-T5, 6005-T5 N0. REVISION BY FOUR SEASONS SOLAR PRODUCTS CORP. TEMPER D 5005 VETERANS MEMORIAL HIGHWAY TYPICAL 0-050, 0.062 HOLBROOK, NEW YORK 11741 FINISH 2 DESIGNERS AND MANUFACTURES OF FOUR SEASONS SUNROOMS 3 TITLE SECTION PROPERTIES DIE NO- 5328B, 4582 4 LITE H COLUMNS PART NO. 7•111,7NFJ 5 IDO NOT SCALE DRAWINGS SCALE 1 "_1 " DRAWN BY UD DWG. 6 TOLERANCES - N APPROVED ,... DATE 08-08-03 7111 U-7NFJ JOB: 230 SUN AND SHADE:STRAIGHT EAVE DESIGN 18 C Li I L 1� :. -= SHEET NO: 3 DATE: 10/12003 FOUR SEASONS. CALCULATED BY: Lawrence Duffy DATE: 10/12003 S U N R O O M S CHECKED BY: Surya Lamsal DATE: v%'•:A •,n11r:�tl .'•+r•.e-b:V.rr if: STAMPED BY: --i—_. W JAMBS AND RAFTER STIFFENER (71117NFJ 4RSB LITE H COLUMS WITH WINDO ALLOY:6005-T5 - --------- -INPUTS _ ---- - - Effective Length Factor,k: 1.000 pna.A. p StrPccPC for Buildina __ - 108.000 _ :-__ mhl--. - Length,L(in): _ SPEC 3.4.1 --___ -- - 0 710 _-_- Radius of Gyration,r(in): a= 19000 psi -- 2.563 1 EDGE Width of Section,b(in- )_ _ SP_EC3.4.2 _ _ _____ --- - - -- 0.159 - 19000 psi Corresponding Thickness,t(in): a= 1.188 2 EDGE Width of Section,b(in): SPEC 3.4.7 - 2204 psi Corresponding Thickness,t(in): 0.050 a= 5100D/(k'Ur)^2 = 5.561 SHEAR Height of Section,h(in): _ SPEC 3.4.8 _-._ -- -- 0.062 a= 154/(b/t) = 9554 psi Corresponding Thickness,t(in): Unbraced Length,Lb(in): 96.000 PSPEC 3.4.9 = 17160 psi Radius of Gyration, y,(in): 0.710a= 23.1-0.25(b/t) Moment of Inertia, Strong Axis(in4): 7.214 PEC 3.4.15 _ = 11353 psi Moment of Inertia,Weak Axis(in4): -- 1:18 a= 183/(b/t) _--- 2.945 Centroid to Outer Fiber Comp_Side,Y(in): -_ SPEC 3.4.16 7.215 -- = 20410 psi Torsional Constant,J(in4): - _ a= 27.3-0.29(V/t) SPEC 3.4.17 -___ --- _- MEMBER CONSTANTS --- - --- 40.5-1.41(bft) = 17772 psi - ----- -- --- - a= ------- KUr= 152.11 SPEC 3.4.18 -_-- - -' " ' - -- 1 EDGE b/t= 16.12 - 28000 28000 psi a= - -- 2 EDGE b/t= _ 23_76 _. SPEC 3:-4.20 _ _ __—_ --- -"' __ --- SHEAR _ h/t=_ 89.69 - --- o= 39000/(h/t)^2 = 4848 psi __-_- LTyz -135.21 Lbi)(0.5*Y'(ly'J)^0.5)= 10_68 - MAXIMUM ALLOWABLE_ STRESSES TENSION= 19000 psi I ' COMPRESSION:__ 2204 psi ----- j II _ r BENDING:_ _- 11353 psi —I I SHEAR= _-4848 psi - - — 4. 1 .710 N 0.105 u� 0.050 in O.OG2 ui m N 0.904 0.921 _ 1 .825 __ - REGIONS ---------------- Area: 2.347 sq in Perimeter: 55.869 in Bounding _box: X: —1.529 -- —1.546 in Y: —2.957 — 2.616 in Centroid- X: 0.000 in Y: 0.000 in Moments of inertia: X: 7121;.;Sg2i sq sq in I sq in Product of inertia: XY: 0.028 sq in sq in Radii of gyration: X: 1.753 in Y: 0.710 in Principal moments (sq in sq in) and X—Y directions about centroid: l: 1.182 along [0.005 1.0001 J: 7.215 along [-1.000 0.005] ALLOY 6165-15,60D5-15 6905-TS NO. REVISION BY FOUR SEASONS SOLAR PRODUCTS CORP. TEMPER TYPICAL 0 5005 VETERANS MEMORIAL HIGHWAY WALL 0.050, 0.062 1 HOLBROOK, NEW YORK 11741 FINISH — 2 DESIGNERS AND MANUFACTURES OF FOUR SEASONS SUNROOMS DIE N0.53288, 4582, 7249 3 TITLE SECTION PROPERTIES A TER STIFFENER 4 LITE H COLUMNS WITH PART N0.7'111,7NFJ,4RSB DO NOT SCALE DRAWINGS SCALE 3/4"=1"P N BY WDd DWG. 5 APPROVED � 7111 U-7NFJ-4RSB 6 TOLERANCES + N N JOB: 230 SUN AND SHADE:STRAIGHT EAVE DESIGN CU:'_D :I•:: DrS: SHEET NO: 4 OF: 18 FOUR SEASONS CALCULATED BY: Lawrence Duffy DATE: 10/1rz003 •- S u N R O CHECKED BY: Surya Lamsal DATE: 10/1/2003 _..w. STAMPED BY:M,.Jc fl h Al'.nt.•+4,U.r�.G Yd+. DATE FLECTRIC H COLUMN WITH WINDOW JAMBS(71457NFJ ALLOY:6005-T5,6005-T5 INPUTS - -- -- - — _Effective Length Factor,k: 1.000 e l!nwahip StrPccPA for Building 83.000 ----- Length, L(in)�--- SPEC 3.4.1 __—_ 1.035 Radius of Gyration,r(in): - a= 19000 _ Psi 0.612 1 EDGE Width of Section, b(in}_ _ --___ _ SPEC 3.4.2 —-- --- • ----_- ------ -- 0.053 19000 psi Corresponding Thickness,t(in): _- 6= 2.366 2 EDGE Width of Section,b(in): - SPEC 3.4.7 0.066 Cr= 510001(k'Ur)^2 = 7935 psi Corresponding Thickness,t(in): SHEAR Height of Section, h (in): -_ 3.045 — _ SPEC3.4.8 _—____ - 0.065 6= 154/(b/t) - = 13307 psi _ Corresponding Thickness,t(in): - -- Unbraced Length, Lb(in): 83.000 SPEC 3.4.9 _ — = 13669 psi Radius of Gyration, ry(in): 1.640 6= 4901(b/t) _.. Moment of Inertia, Strong Axis(in4): 4.381 SPEC 34.14 a= 21000 = 21000 psi Moment of Inertia,Weak Axis(in4): 1_747 --- Centroid to x-axis,tcomp.side(in): 1.796 _SPEC 3:4.15 -- 4.381 a= 183/(b/t) = 15813 psi -Torsional Constant,J (in4): SPEC 3-4.16____ _ _ .._ ----• -- MEMBER CONSTANTS - 580/ b/t = 16180 psi' - - ----- - - - -- - .. 80.17 SPEC 3.4.17 -- - -- --- - - -- - J — = 24182 psi 1 EDGE blt= 11.57 6= 40.5-1.41(b/t) . 2 EDGE _bA=__ 35.85 -_ SPEC 3.4.18 __________-- - -- ---" -• ----- SHEAR hit= 46.85 -- - - 6_ 28000 _ = 28000 psi —__- -- Lblry- 50.62 SPEC 3.4.20 - Lblxl(0.5`Y'(ly'J)^0.5)= - 36.85 - --- 6= 15.6-.099(h/t) = 10962 psi — -- ---- o.osz— I I I` I• MAXIMUM_ALLOWABLE STRESSES _.-__ 1 o.o6E i _TENSION= 19000 —psi = • i M i COMPRESSION:= 7935 psiJt -- _ 15813 psi BENDING:_ __ -. 1 — - --- -_—: ^ 0962 psi SHEAR= ---•--- ..--- _.- 2056. .. 2n5� , 0.OG2 c9 O.OGG t` U) 0 ai m N 2.05G 2.058 4. 1 14 - —=---- ---------------- RE510NS ---------- Ar-ea. 1;6297 Perimeter - 50,9679 XI -2,6815 - 2,6828 Bounding box- Y; -1,2666 --- 1.7956 - Centroici. XI 0,0000 Y: 0,0000 Moments of inertial Xv 1,7 468 Y4 3809 0,0017 Product of, inertia: Ia` XY, 10353 Radii of gyrate Y: 1,6396 Principal Moments and X-Y directions D 1,7468 along°`b 10000 0,0007out J' J: 4,3809 along C-0,0007 1,00001 ALLOY 6D63-T6, 6D05-T5 N0. REVISION BY FOUR SEASONS SOLAR PRODUCTS CORP. nPICAL Q 5005 VETERANS MEMORIAL HIGHWAY WALL 0.066, 0.062 1 0 HOLBROOK, NEW YORK 11741 FINISH 2 DESIGNERS AND MANUFACTURES OF FOUR SEASONS SUNROOMS DIE NO. 5339C, 4582 3 TITLE SECTION PROPERTIES PART NO. 7.145, 7NFJ 4 ELECTRIC H COLUMN SCALE "- " DRAWN BY LJD DWG. 5 DO NOT SCALE DRAWINGS 1 —� 6 TOLERANCES + N — ti APPROVED DATE 08-OS-03 7145-7NFJ JOB: 230 SUN AND SHADE:STRAIGHT SAVE DESIGN OF: (SIifLD iiK' i.kgr SHEET NO: FOUR SEASONS CALCULATED BY: Lawrence Dully DATE: 10/1/2003 10 S U H R O O M S CHECKED BY: Surya Lamsal DATE: 1/2003 µ:tic n•a ••cr Ir..- v. STAMPED BY: ELECTRIC H COLUMN WITH 713P POST AND WINDOW JAMBS(7145 71BP 7NFJ --- --- ALLOY- 6- 005-T5,6005-T5 __ - . ----- INPUTS - -- -- - -- - - Effective Length Factor,k: 1.000— �II�..,�hlg ctloccoc fnrRididine - Length, 96.000 --- - =-=-=----- -- L(in)__-_. SPEC 3.4.1 -__-_ _ ----- — 1.313 —--- - Radius of Gyration,r(in): _ a= 19000 0.612 --- --- 1 EDGE Width of Section, b(in)_ t(in): 0.053 19000 psi Corresponding Thickness, 6= 3.170 2 EDGE Width of Section,b(in): -_ SPEC 3_4.7 0.130 a= 51000/(k'Ur)A = 9540 psi Corresponding Thickness,t(in): SHEAR Height of Section,h(in): 4.090 _ SPEC C 3_4_8 ---- -- - (in 0.130 = = 13307 psi _ Corresponding Thickness,t 6 154/(b/t) ): _ - - Unbraced Length,Lb(in): 96.000 SPEC 3.4.9 a= 23.1-0.25(blt) = 17004 i Radius of Gyration,r,,(in): 1.343 Moment of Inertia, Strong Axis(in4): 5.848 SPEC 3.4.14 - - = 21000 psi Moment of Inertia,Weak Axis(in4): - 5.593-- 6 21000 --- ---- - 2.298 - - --- Centroid to x--axis,f,comp.side(in):-. . . - SPEC 3.4.15 -_-__ - - - 5.848 6;= 183/(b/t) = 15813 psi Torsional Constant,J(in4): - SPEC 3.4.16_— _.. --- --- " - MEMBER CONSTANTS 6= 27.3-0.29(b/t)• _ _20228 psi _-- - - - .- -- - - - -- - - - -- KUr=- 73.12_ SPEC 3.4.17 _ - ._ --- - - -" - Y - 11.57 ---- = 2�182 psi 1 EDGE b/t= _ a= 40.5-1.41(b/t) -- - 2 EDGE _b/t=-- 24.38 SPEC 3.4_18_ - ------ ---- - .. ..--- - --- - --- SHEAR h/t= 31.46 6_ 28000 -_-28000 psi Lb/ry- 71.48 - --- SPEC 3.4.20 ^0.5)= 79.61 Lbl�l(0.5'Y'(ly'J) 11000 = 11000 psi --- _— D 130 I ' ___ it ' !• � MAXIMUM ALLOWABLE STRESSES - - -- 19000 psi Dal TENSION= - ---- �I f�:-o.oscME COMPRESSION:= 9540 psi L�1 -- - Psi p - - I` �I � � • BENDING:_ 15813 SHEAR= 11000_ psi_ --2.06c-- 2058 .. 0. 130 Uj N O.OG2 0.000 O m O N t\ 2.05G 2.058 4. 1 14 ----- REGIONS ---------------- Area: 3.243 sq in Perimeter -• 73.301 in Bounding box: - X: -2.681 -_-2.683 in _ Y: -1.809 2.298 in Centroid: X: 0.000 in Y: 0.000 in- Moments of inertia: X: 5.593 Y 9 1 q I 5.848 sq sq in Product of inertia: XY: 0.001 sq in sq in Radii of gyration: X: 1.313 in Y: 1.343 in Principal moments (sq in sq in) and X-Y directions about ceniroid: I: 5.593 along [1.000 0.005] J: 5.848 along [-0.005 1.0001 ALLOY 6063-T6, 6005-T5 NPER 0. REVISION BY FOUR SEASONS SOLAR PRODUCTS CORP. TYPICAL U 5005 VETERANS MEMORIAL HIGHWAY WALL 0.0661 0.062 1 HOLBROOK. NEW YORK 11741 FINISH .. 2 DESIGNERS AND MANUFACTURES OF FOUR SEASONS SUNROOMS DIE NO. 5339C, 4582 3 TITLE SECTION PRO PERT I BEAM POST ES PART N0.7.i45, 7BP 4 ELECTRIC H COLUMN DO NOT SCALE DRAWINGS SCALE 1 "=1 " DRAWN BY UD DWG. 5 APPROVED - DATE 08-08-03 7145-7BP-7_NFJ 6 TOLERANCES + N - JOB: 230 SUN AND SHADE:STRAIGHT EAVE DESIGN SHEET NO: 6 OF: CALCULATED BY: Lawrence Duffy DATE: 10112003 FOUR SONS CHECKED BY: Surya Lamsal DATE: 10/112003 S U N R O O M S STAMPED BY: DATE: ...r: Mi1r1C RI N AlnVICU 10/l%:C:U.,RCN• ELECTRIC EAVE(7144 71331 - ALLOY:6005-T5 —'-- INPUTS __- -_ . -------c*.roeco=fnr Rr Fffective_Length Factor,k: 1.000 All�.•;�ble �iltiinn __ —_ __ - 48.000 _ _ - -- ---- Length,L(in): SPEC 3.4.1 1.077 a 19000 — _-- ---- Radius of Gyration,r(in): = Psi-- - ---- 1 EDGE Width off,b (in)..: 1_669 _ SPEC___3.4 C .2 _--.-- -- ---•-----_ __' " --•. -- 0.070 a= 19000 psi orresponding Thickness,t(in): 2 EDGE Width of Section,b(in): 1.580 _ SPEC 3.4.7 0.050 a= 20.2-0-126(kUr) i Corresponding Thickness,= 14585 psi t(in): SHEAR Height of Section,h(in): 2.733 _ SPEC 3.4.8 --- 0.050 a 154/= (b/t==_ 6459 Psi Corresponding Thickness,t(n): .� Unbraced Length,I.b(in): 48.000 SPEC 3:.4.9 - 15200 psi Radius of Gyration,r,(in): 1-157 a= 23.1-0.25(b/t) - Axis(in4): 1.634 -- Moment of Inertia, Strong SPEC:Z.4.14 = Moment of Inertia,Weak Axis(in4): 1.417 a 21000 21000 psi -- - Y(in): 1.505 ----'- Centroid to Outer Fiber Comp.Side, _- SPEC .114 ---_ 1.749 a 183J(blt) _= 7675 psi Torsional Constant,J(in4): _ SPEC-;-4.16. -_____ _ _ . --- - -- - - - MEMBER CONSTAhiTS a-t 27.3-0.29(b/9 = 18136 psi _-- - ---'--- - _ SPEC f 4.18_-- --. _ ---- 1 EDGE b/t= 23.- a 28000 _- 28000 psi __ - -_ 2 EDGE b/t= 31.60 -_ SPEC' o - ---- SHEAR.---h!t= 54.66 -- ----- a = 15.6=.099(h/t) -_ 10189 psi . L.blry= 41.50 ------ -- _---- ---LbI)(0:5'Y'(ly`J)"0.5)=EW .49 -- 2.343 --^'�—MAXIMUM ALLOWABLE STRESSES_` _-- r-r; ,-- . TENSION= 19000 Psi - _ 0.os0 --- COMPRESSION:= 6459 - psi BENDING:= 7675 Psi,_ N 0055 u SHEAR= _ - - 101.89 Psi ---- --- --- ,«•. -t:_ - I: _ I A05 174r t 4.383 2,343 2.040 L�1 0 0.060 m m r N 0.055 N 1 1 .405 1 .746 3. 151 _ REGIONS ---------- -- A rea. ------------ 1,2216 . .Perimeter., 39.1609: -2.3427 2,0403 -- X Bounding box. Y, -1.8538 -- 1.5047 Centroiol: _ X. 0.0000 Y. 0.0000 _ Moments of inertia: X` 1.41 4 338 Product of inertia: XY: -0.1955 Radii of gyration: X: 1.0772 Y- 1.1565 Principal moments and X-Y directions about b0 t e 0 50 8,] I.- 1.3021 a g J: 1,7490 along C0.5078 0,86153 ALLOY 6063-T5, 6005-T5 N0. REVISION BY FOUR SEASONS SOLAR PRODUCTS CORP. TEMPER CAL 0.060, 0.055 0 5005 VETERANS MEMORIAL HIGHWAY WALL 1 HOLBROOK, NEW YORK 11741 FINISH .. 2 DESIGNERS AND MANUFACTURES OF FOUR SEASONS SUNROOMS DIE NO. _ 3 TITLE SECTION PROPERTIES PART N0.7*144, 7133 4 ELECTRIC EAVE SCALE "- " DRAWN BY WD DWG. 5 DO NOT SCALE DRAWINGS 1 7*144-7133 TOLERANCES + N - N APPROVED DATE OS-08-03 JOB: 230 SUN AND SHADE:ST RAIGHT EAVE DESIGN 7 OF: �.U I!n t h t. LEST SHEET NO. DATE: loll/2003 FOUR SEASONS CALCULATED BY: LawrenceDufiy DATE. 101112003 SUNROOMS CHECKED BY: Surya Lamsal ;:.• + vaAe a,N A•„Cw,o rN�r�-��,•.•. DATE STAMPED BY: r TO FOUNDATION - • - DETAIL ON RS: 2 0.500 "X 3.000" LAG BOLTS - :] ]Equation InutsT EACH COLUMN AND 16'O.C.- Ai.Alluy of Piece i_ GGGS-T5 -CONNECTION BEARINGT1:Thickness of Piece 1 (in):1)(T1)(Fi,,,)►n� -- 893.2# Fastener Type: LAG BOLTS .500 )( _.055 )( 38 )�-34= _ # ._._. - - Thread Type: SPACEDTHREADS 'PnsmM Crown(C)or Valley(V)Fastening: C _( 2 )( 893.2 )= 1786.3 # — D2:Diameter of HeadlWasher(in): _ 1.6 ------� - - D1:Nominal Diameter of Fastener(in): 0.500 L-Length of Fasteners(in): 3.000 Ns:Number of Screws: ?__ ALLOWABLE CONNECTION TENSION - Pnov =(D2-D1)(T1)(Fwt)(C)Ina - -- - --_- _( 1.5 - 0.5 )( -055 )( _38 )( 1 )/3= 696.7# - --- Aluminum Allo Structural Values Pit =NS'Pnm,n - - --- Ftu,:Ultimate Tension of Piece 1 (ksi): -38 _( 2 )( 696.7 ) = 1393.3#. -- Ft,,:Yield Tension of Piece 1 (ksi): 1 35 WASHER OF 1.5" 16"O.C.WILL CONTIBUTE A MAXIMUM OF 85#BASED G i:A 0A"DEFLECTION OF SILL. MAXIMUM _ ALLOWABLE LOADS — - SHEAR: 1786.3 # -- TENSION 1478.3# -- ----- -- -- - NOTE: THESE CALCULATIONS PERTAIN TO THE CONNECTIONS UP T0,BUT NOT INCLUDING, -- _ - THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR ANY NEW CONSTRUCTION.- THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR ANY NEW CONSTRUCTION -- _ - MUST BE ANALYZED ACCORDING TO CONDITIONS SPECIFIC TO EACH JOB BY OTHERS.-- UNC THREADS: Types C:D,F,G,T -' SPACED THREADS: Types AB,B.BP,BF,BT Calculations Conform to(AA)ADM2000 DJT51DE OF IN OF OF P,OOM PODM EXWD ALUMINUM CLO5ED SILL(A'7C5) FOUNDATION (BY OTHER5) 8°FASTENER wll I l4"WASHER MINIMUM OF(2)31 AT EACH COLUMN AND EVERY 161 O:C. ACTUAL DE51GN OF THE5E CONNECTIONS MU5T BE DETERMINED BY OTHER5. = 51DE VIEW ' DWG.#:O6 DATE:10120103 DRAWN BY:JP DESCRiPnON:SILL TO FOUNDATION FOUR SEASONS SOLAR PRODUCTS, LLC. REV.DATE: E.C.O.!t: JOB. 230 SUN AND SHADE:STRAIGHT EAVE DESIGN SHEET NO: a OF: 1B DATE 1011/2003 FOUR SEASONS CALCULATED BY: Lawrence Duffy CHECKED BY: Surya LOMS81 DATE: 1011/2003 S U N R O O aMrS STAMPED BY: DATE: SILL TO CORNER COLUMN - - DETAIL ON FASTENERS: 8 0.164 "X 0.500" TEK SCREWS -_— E uation Inputs. - ------- ------ - --•• - -- ---------- - ..._ A1:411eY t+`Pier 1- 6005 T5 ALLOWABLE CONNECTION BEARING -- -- I- --' T1-,Thickness of Piece 1 (in): .055 P. =2(D1)(T1)(Ffuj)Inu ---- - A2:Alloy of Piece 2: 6063 TS _( .164 )(-:055 )( 38 )212.34= - 293-0#-.- -- --- -- --. - --- - - T2:Thickness of Piece]n322 ): .062 Pr„ =2(D1)(T2)(F„2)Inu _( -164 )( .062 )( 22 )212.34= 191.2# Fastener Type: SCREWS Thread Type: SPACED THREADS Pes =((T2)(T2)(T2)(D1))E0-5'4-2(F„a)for T2<=T1 -- --— -- -- --- Fag: C _(( .062 )( .062 )( .062 )( 0-164 ))E0.5'4.2( 22000 )_= NIA Crown(C)or Valley M -- D2: Diameter of HeadNVas ): .322 P. =Ns'PnSm,n _( 8 )( 191.2 )= 1529.5 # _-- D1: Nominal Diameter of Faste ): 0.164 L:Length of Fasten ): 0.500Asn:Thread Stripping Area of Internal Thread(P ): 0.014n,Threads P __h: 32ALLOWABLE CONNECTION TENSION ___ ..._-- --tc,Thread Engagementh: 0.062 P,,,,, =(D2-D1)(T1)(F;,,,)(C)In,- 3g )( 1 )13= 110.1 #' Ns:Number of Screws: - 8 - _( .322 - 0.164 )( _055 )( -_ ---- --- -- - - ----- Peas = (Ks)(D1)(tc)(Fty2)/ns _ - ------. — - --- - - -- ------- -- --_ - 54=8-# ------- _- _ __-_---- -- -------- - - - - - - - Pis =Ns`Pnmin _ - --- ---- 438.2 # Aluminum AlloyStructural Values Fw,:Ultimate Tension of Piece 1(ksi): 38 - - - Ft.,:Yield Tension of Piece 1 (ksi): 35 Fti2:Ultimate Tension of Piece 2(ksi): 22 -- -- "- Fty1.Yield Bearing of Piece 2(ksi): 16 ..• Co_eff_iecie_nts: MAXIMUM ALLOWABLE LOADS _ --- -- -- - - - - --- -- Coeffiecient,Ks= 1.01 SHEAR: 1529.5 #_,---- ---- -- - -- - -- ---- Coeffiecient 21n= 0.0625 TENSION 438.2# - -- -- -- - Coeffiecient,4In= 0.125 UNC THREADS: Types C.D,F,G,T - SPACED THREADS: Types AB,B,BP,BF,BT - Calculations Conform to(AA)ADM2000 CONT. EXTR'D ALUMINUM CL05ED 51LL(A'7C5)BELOW EXTRI)ALUMINUM WINDOW JAMB(A7'131 U) #8 x 1/2"TEr,SCREW(H7'150) EIGHT AT EACH CORNER EXTP:D ALUMINUM CORNER COLUMN(A'7C9) • t�C.r.r1"' PLAN VIEW T/V TN DWG.#:09 DATE:10/20103 DRAWNBY:JP DESCRIPTION:SILLTO CORNER COLUMN REV.DATE: E.C.O.9: FOUR SEASONS SOLAR PRODUCTS, LLC. JOB. 230 SUN AND SHADE:ST RAIGHT EAVE DESIGN OF: SHEET NO: 9 78 FOUR SEASONS CALCULATED BY: Lawrence Duffy DATE: toh/2003 S U N R O M S CHECKED BY: Sunfe Lamsa o11/2003 l DATE- 1_ '"w"' STAMPED BY: DATE: 1'- SILL TO LITE H COLUMN _ FASTENERS: 6 0.164 "X 0.500" TEK SCREWS DETAIL ON -- Equation In uts• Al-Annv of Piece 1: 6005 TS ALLOWABLE I:ONNEC_T1ON BEiarilivu -_. - T1:Thickness of Piece 1 (in): .055 PM =2(D1)(T1)(F,,)In„ -_- A2:Alloy of Piece 2: 6005-T5 _( .164 )( _055 )( 38 -)212.34--- 293 0# _ - -- - --- - - -- --- T2:Thickness of Piece 2(in): .05 P,,, =2(D1)(T2)(FwYn„ _( .164 )( .05 )( 38 )212.34= 266.3 # Fastener Type: TEK SCREWS Thread Type: SPACED THREADS pn, =((T2)(T2)(T2)(D1))E0.5`4.2(Ft,2)for 77<=Ti _(( .05 )( -05 )( .05 )( 0.164 ))EO.5.4.2( 38000 )= 722.6 Crown(C)or Valley(V)Fastening: C D2:Diameter of HeadfWasher(in): .322 P., =Ns'Pnsm;n =( 6 )( 266.3 )= 1597.9 # -_ D1:Nominal Diameter of Fastener(in): 0.164 _ Fasteners(in): 0.500 #8 FASTENER MAXIMUM SHEAR IS 216.5# L:Length of_ of - Asn:Thread Stripping Area of Internal Thread(Per Inch): 0.014 n,Threads Per Inch: 32 _ ALLOWABLE CONNECTION TENSION _—.--__.-. -- --- p,,,, =(Dz-D1)(T1)(F�„)(C)/ns tc,Thread Engagement Depth: 0.05 38• )( 1 U3= 110.1 # Ns: Number of Screws: 6 _( 322 - 0.164 )( .055 )( -- 11 ---•- - - - Pnot = .(Ks)(D1)(tc)(Fty2)Ins. . ------. -- ----- --. - - - - -- - P, =Ns'Pn,mn___ 579.7 # AlumirlumAllo Structural Values F.1:Ultimate Tension of Piece 1 (ksi): 38 Fti,:Yield Tension of Piece 1(ksi): 35 F.:Ultimate Tension of Piece 2(ksi): - 38 - -- Fes:Yield Bearing of Piej(ksQ35 -- --- —MAXIMUM ALLOWABLE LOADCoeffieSHEAR: 1299.0 #TENSION 579.7# - _ - _—_. .• Coefflec... ..ent n= -0_0625 -- - -- Coeffiecient,4/n 0.125 UNC THREADS: Types C,D,F,G,T - - - - SPACED THREADS: Types AB,B,BP,BF,BT Calculations Conform to(AA)j CONT.WIT D ALUMINUM CL05ED 51LL(A-7C5)BELOW #8 x 1/2'TEK 5CREW(HT 150) 51X AT EACH COLUMN EXMD ALUMINUM WINDOW JAMB(AT 131 U) EXTRD ALUMINUM H-CHANNEL(A7'111) PLAN VIEW T Lv ---------------- PREV.gDATEE] DATE:10120103 DRAWN BY:JP DESCRIPTiDN:SILL TO LITE H COLUMN E.C.O.#: FOUR SEASONS SOLAR PRODUCTS, LLC. JOB: 230 SUN AND SHADE ST RAIGHT EAVE DESIGN Is SHEET NO: 10 OF: i;i I_!• ii�' ''==T DATE: 10/1/2003 FOUR SEASONS CALCULATED BY: Lawrence Duffy DATE: 1011/2003 S U N R O O M S CHECKED BY: Surys Lamsal [f w' .,a >-,m•,,:� :�.�•0 w 4-1 STAMPED BY: DATE SILL TO ELECTRIC H COLUMN --- DETAIL ON FASTENERS: 6 0.164 "X 0.500 TEK SCREWS" Equation Inputs: - ---- - --- - ------ -—- -- ---- - n i.niivjvf i�icw 1: E�nc_TS ALLOWABLE CONNECTION BEARING - -"' T1:Thickness of Piece 1 (in): ASS P„S =2(D1)(T1)(Fd,)In„ 293.0# A2:Alloy of Piece 2: 6005-T5 _( .164 )( .055 )(- 38 )2/2.34= - _ -- --- - --- --- - T2:Thickness of Piece 2(in): .066 Pm =2(D1)(T2)(Fta)/n„ _( .164 )( .066 )( 38 )2/2.34= 351.5 # Fastener Type: TEK SCREWS- for T2<=T1 Thread Type: SPACED THREADS Pm =((T2)(T2)(T2)(D1))E0-5.4.2(Fw) C 066 )( 066 )( 0.164 ))E0.5 4.2( 38000 )= N/A Crown(C)or Valley M Fastening: _(( .D66 )( 322 D2:Diameter of HeadlWasher(in): P,s =Ns•Pnsmia 6 )( 293.0 )- 1757.7 # D1:Nominal Diameter of Fastener(in): 0.164 - _( 0.500 L Length of Fasteners(in): #8 FASTENER MAXIMUM SHEAR IS 216.5# 0.014 -- Asn:Thread Stripping Area of Internal Thread(Per Inch): n,Threads Per Inch: 32_ ALLOWABLE CONNECTION TENSION _----- - -.--- ---' - --- tc,Thread Engagement Depth: 0.066 P,,,,, =(D2-D1)(T1)(F,,,,)(C)/nb' 1 )13= 110.1 # Ns:Number of Screws:- ' 6- _( .322 - 0.164 )( _055 )( 38 )( _-.----- — P,,,, _ ((Ks)(D1)(Fty2)(4/n-tc)+3-26(D1)(Ftu2)(tc-2/n))lns---- ----_. _ -- --- — :---- -- __ - = 137.7# - --- - -- --_- - - Pam; =Ns•Pnfi, 660.4 # _ - _. Aluminum AlloyStructural Values _( 6 )( 110.1 ) _ - - -- - - - Fti,,:Ultimate Tension of Piece 1(ksi): 38 --- -'_ -"_-_-- - Fy,:Yield Tension of Piece 1 (ksi)- 35 Fa:Uitimate Tension of Piece 2(ksi)_ 38 - -' - - F Yield Bearing of Piece 2(ksi): 35 Coeffiecients: MAXIMUM ALLOWABLE LOADS -- - - - - - - -- . ----------- - Coeffiecient,Ks= 1.01 SHEAR: 1299.0 # - _-.- _ -- - - - --- - --- Coeffiecient 2/n= 0.0625 TENSION _ 660A # - - ----- - - _ - - - - -- -" Coeffiecient,41n= 0.125 UNC THREADS: Types C,D,F,G,T_- - SPACED THREADS. Types AB,B,BP,BF,BT calculations Conform to(AA)ADM2000 #8 x 1/2"TEK 5CREW(H7'150) 51X AT EACH COLUMN EXTR'D ALUMINUM UTILITY H-CHANNEL(A7'145) EXTKD ALUMINUM WINDOW JAMB(A7'131 U) f PLAN VIEWCONT. EXTKD ALUMINUM CL05ED 51LL(A'7C5)BELOW T- v DRAWNBY:JP DESCRIPTIONZILLTO UTILITY H COLUMN DWG.#:08 DATE:10120103 FOUR SEASONS SOLAR PRODUCTS, LLC. REV.DATE: E-C.O.#. - JOB: 230 SUN AND SHADE:STRAIGHT EAVE DESIGN SHEET NO: 11 OF: 18 - FOUR SEASONS CALCULATED BY: Lawrence Duffy DATE: 1 0 03 S U N R O O M S CHECKED BY: Surya Lamsal DATE: 10 1112 0 112003 K..:r.: ...:.i- ,,,.•,.i.,p.c-3iwn..' STAMPED BY: DATE: F_AEORNER COLUMN RS: 8 0.164 "X 0.500" TEK SCREWS DETAIL ON — E nation In uts: CONNECTION BEARING Al:Alloy of Piece 1: 6063-TS 1)(T1)(Ft j)In„ T1:Thickness of Piece 1 (in): .06 164 )( 06 )( 22 )2/2•34= 185.0# A2:Alloy of Piece 2- 6063T5 D1)(T2)(Fk,�)In„ -- ----- T2:Thickness of Piece 2(in): .062 .164 )( .052 )( 22 )212.34= 191.2# Fastener Type: TEK SCREWS 2)(T2)(T2)(D1))E0.5.4.2(Fw)for T2<=Ti --- --- Thread Type: SPACED THREADS- _(( .062 )( .062 )( .062 )( 0.164 ))EO-5'4.2( 22000 )= NIA Crown(C)or Valley(V)Fastening: C P,s =Ns`Pns ;n D2:Diameter of HeadNVasher(in): .322 _( 8 )( 185.0 )= 1480.2 # - 131: Nominal Diameter of Fastener(in): 0.164 L:Length of Fasteners(in): 0.500 —Asn:Thread Stripping Area of Internal Thread(Per Inch): 0.014 ALLOWABLE CONNECTION TENSION _ _--- -_n,Threads Per Inch: -32- P,,, =(D2-D1)(T7)(F,�)(C)In, tc,Thread Engagement Depth: -0.0.62 — Ns:Number of Screws: 8 _( .322 - 0.164 )( .06 )( 22 )( -1 )I3= _69_5 # _- ^ -- Pr. _ (Vt)(D1)(tc)(Fty2)1ns- ------• - - --- _ -- -- --- , --- - -- - -- - - - - ---- -- --- - -- - - -- - --- - ---- - - —54.8 #- - ----- _ - - - -- - - _( 8 )( 54.8 ) 438.2 # -_ --- ---- Aluminum Alloy Structural Values Ft j: Ultimate Tension of Piece 1(ksi):- -22 -- Ft,,:Yield Tension of Piece 1(ksi): 16 - --_- Fla: Ultimate Tension of Piece 2(ksi): 22 - - - - F,y2:Yield Bearing of Piece 2(ksi): 16 - - - - Coeffiecients- MAXIMUM ALLOWABLE LOADS - ------ - - SHEAR: 14802# - - - -- _ Coef6 cient,Ks=-- 1.01 _ TENSION _436.2# Coeffiecient 21n= 0.0625 Coeffiecient,41n= 0.126 UNC THREADS: Types C,D,F,G,T - SPACED THREADS: Types AB,B,BP,BF,BT Calculations Conform to(AA)ADM20M EXTR'D ALUMINUM ADJU5TABLE SAVE (A'7EB/A'7ETB)BELOW EXTR'D ALUMINUM WINDOW JAMB (A7'13 I U) k8 x 112'TEt'.5CKEW(1i7'150) EIGHT AT EACH CORNER EXTRI)ALUMINUM CORNER COLUMN(A'7C9) PLAN-VIEW rDRAW7NBY:JP �DESCRIP�-nOMEAVE TO CORNER COLUMN DWG.#:12 DATE 10120103 FOUR SEASONS SOLAR PRODUCTS, LLC. REV.DATE: E.C.O.9: _ .-- Mpg: 230 SUN AND SHADE:ST RAIGHT EAVE DESIGN SHEET NO: 12 OF: 18 i �)iii �• i =�1 DATE: 10/112003 FOUR SEASONS CALCULATED BY: Lawrence set S U N R O O M S CHECKED BY: 5urya Lamsel DATE: 101112003 I,,t le,N AmM"nln-got' any.. STAMPED BY: DATE - EAVE TO LITE H COLUMN ON FASTENERS: 6 0-164 "X 0-50D" TEK SCREWS DETAIL _— — E uation Inputs ---- --- --- - Al-Alloy of Piece 1: 6063-T5 ALLOWABLE GUNNEGTION BEARIN G - —`�— T1:Thickness of Piece 1 (in): .06 P,. =2(D1)(T1)(F,",)In„ -- 06 )( 22 )2l2.34= 185.0# A2:Alloy of Piece 2:- 6005-T5 ------ T2:Thickness of Piece 2(in): AS pns =2(D1)(T2)(Fce.Ynu _( .164 )( .05 )( 38 )212.34= 266.3# Fastener Type: TEK SCREWS Thread Type: SPACED THREADS p„E =((T2)(T2)(T2)(D1))E0.5.42(Fa)for 72 4=T9 - =(( -05 )( .05 )( _05 )( 0.164 ))EO-5.42( 38000 )=722-6 Crown(C)or Valley(V)Fastening: C D2:Diameter of Head/Washer(in): .322 p„ =N5•Pns„in _( 6 )( 185-0 )= 1110.2 # D1:Nominal Diameter of Fastener(in): 0.164 L:Length of Fasteners(in): 0.500 Asn:Thread Stripping Area of Internal Thread(Per Inch): 0.014 n,Threads Per Inch: 32_ ALLOWABLE CONNECTION TENSION - - tc,Thread Engagement Depth: 0.05 R„" =(D2-D1)(T1)(Fa,,)(C)Ins 22. )( 1 )13= 69.5 # Ns:Number of Screws: 6_ _( .322 - 0.164 )( )( _ -- - -- P,& _ (Ks)(D1)(tc)(Fty2)Ins - --- -- --- - - - = 96.6# - - ---- - --- - - - P.i'=Ns•Pnnbn . 417.1 # Aluminum AlloyStructural Values _( 6 )( 69.5 ) - _ - - — Ft,,:Ultimate Tension of Piece 1 (ksi): 22 FW:Yield Tension of Piece 1 (ksi): 16 Fa:Ultimate Tension of Piece 2(ksi)_ - 38- - - - F,yt:Yield Bearing of Piece 2(ksi): 35 Coeffiecients• rMAXIMALLOWABLE LOADS - Coeffiecient,Ks= 1.01SHEAR: 1110.2# --- Coeffiecient 21n= 0-0625TENSION 417.1 # `CoeffieC3 4ln= 0.125UNC THREADS: Types C,D,F,GT - - - SPACED THREADS: Types AB,B,BP,B- , - _ ' - — - Calculations Conform to(AA)ADM2000 EXTKD ALUMINUM ADJUSTABLE SAVE (A77EBiA'7ETB)BELOW #8 x 1/2'TEK SCREW(H7'150) 51X AT EACH COLUMN EXT0 ALUMINUM WINDOW JAMB(AT 131 U) EXTKD ALUMINUM H-CHANNEL(AT I 1 1) PLAN VIEW DRAMBY:JP DESCRIPTIOWEAVE TO LITE H COLUMN REV.DDWG. :T E.C.O.DAM 0120l03 FOUR SEASONS SOLAR PRODUCTS, LLC. REV.DATE: E.C.O. JOB: 230 SUN AND SHADE:STRAIGHT EAVE DESIGN �Ui'D ttt PCs?' SHEET NO: 13 OF: . 18 FOUR SEASONS CALCULATED BY: Lawrence Duffy DATE: 10/1/2003 S U N R O O M S CHECKED BY: Surya Latnsel DATE: 101112003 N A•WM.-A#13 Ow,3r•ram••.% STAMPED BY: DATE: EAVE TO ELECTRIC H COLUMN --- FASTENERS: 6 0.164 "X 0.500" TEK SCREWS DETAIL ON Equation Inputs: ALLOWABLE CONNECTION BEARING - - Al:Alloy of Piece 1• 6063-T5 P,,, =2(D1)(T1)(F,,,yn„ --- _ T1:Thickness of Piece 1 (in): .06 _( .164 )( .06 )( 22 )2/2.34= 185.0 # -- --_---•. - A2:Alloy of Piece 2 6005-T5 P,,, =2(D1)(T2)(F„,2yn„ - - T2:Thickness of Piece 2(in): .066 _( .164 )( .066 )( 38 )2/2.34= 351.5# Fastener Type: TEK SCREWS p,,, =((T2)(T2)(T2)(D1))E0.5`42(F„2)for T2 4--T1 - Thread Type: SPACED THREADS _(( .066 )( .066 )( _066 )( 0.164 ))E0.5'4.2( 38000 )= NIA Crown(C)or Valley M Fastening: C P„ =Ns'Pns,,,i, D2:Diameter of Head/Washer(in): .322 6_)( 185.0 )= 1110.2 # D1:Nominal Diameter of Fastener(in): 0.164 L:Length of Fasteners(in): 0.500 !^ Asn:Thread Stripping Area of Internal Thread(Per Inch): 0.014 ALLOWABLE CONNECTION TENSION - _ - n,Threads Per Inch_ 32 - P,,,,, =(D2-D1)(T1)(Ft,,)(CyR, tc,Thread Engagement Depth: 0.066 _( _322 - 0.164 )( .06 )( 22 )( 1 )/3= 69.5 iF _ -- Ns:Number of Screws: 6 - Pnm _ ((Ks)(D1)(Fty2)(4/n-tc)+3.26(D1)(Ftu2)(tc-2/n)yns ----- ---------- -- - - 137.7 # - - Pat =Ns Pn„i,, — _( 6 )( 69.5 ) = 417.1 #- - - -_ Aluminum Allog Structural Values F,,,:Ultimate Tension of Piece 1(ksi): 22 - _T F,,,:Yield Tension of Piece 1 (ksi)_ 16 - F„Z:Ultimate Tension of Piece 2(ksi): 38 FV 2:Yield Bearing of Piece 2(ksi): 35 Coeffiecients• MAXIMUM ALLOWABLE LOADS -_---- - -- -- SHEAR- 1110_2 Coeffiecient,Ks 1.01 =_ TENSION 417-1 # --- _ Coeffiecient 21n= 0.0625 - ---- - Coeffiecient,4/n= 0.125 UNC THREADS_Types C,D,F,G,T -- SPACED THREADS: Types AB,B.BP.BF,BT -- Calculations Contorrn to IAA)ADM2000 #8 x 112'TEK SCREW(H7'150) 51X AT EACH COLUMN EXTKD ALUMINUM UTILITY H-CHANNEL(A7'145) EXTKD ALUMINUM WINDOW JAMB(AT 131 U) PLAN VIEW �-E KD ALUMINUM ADJU5TA5LE SAVE (A'7E5/A-7ET5) 5ELOW DRAWN BY:JP DESCRiPMWEAVE TO UTILITY H COLUMN DWG.#:11 DATE:10120103 FOUR SEASONS SOLAR PRODUCTS, LLC. REV.DATE: E.C.O.#: JOB: 230 SUN AND SHADE.ST RAIGHT EAVE DESIGN �q OF: 18 I:SIIiD01C Ser+ SHEET NO: DATE: 10/1120D3 FOUR SEASONS CALCULATED BY: Lawrence Duffy DATE. 10/'112003 S U N R O O M S CHECKED BY: Surya Lamsal _. /p.p� N wevnc� u•nn.,9es n•: STAMPED BY: DATE. ROOF PANEL TO EAVE ]jInutS' FASTENERS: 6 0.242 "X 5.000" FASTENER DETAIL ON E nation _ - -- - -- ---—-—— - --- A1:P.II oy of Piece 1: 3105-H25 ALLOWABLE CONNECTION BEAFtINU -'-'--- T1:Thickness of Piece 1 (in): .024 P„s =2(D1)(T1)(Ft0)In„ - 114.2# A2:Alloy of Piece 2_6063 T5 _( .242 )( .024 )( 23 )212.34= --- --- - - --• ------- -- --- - --- - ---- T2:Thickness of Piece 2(in). .07 Prc, =2(D1)(T2)(F„a/n„ y FASTENER _( .242 )( .07 )( 22 )212.34= 318.5# Fastener Type: Thread Type: SPACED THREADS P,. =((T2)(T2)(T2)(D1))E0.5'4.2(FtLq)for T2<=T1 --- _(( .07 )( 07 )( 07 )( 0.242 ))E0.5'4.2( 22000 )= NIA Crown(C)or Valley(V)Fastening: C - D2:Diameter of HeadANasher(in): 1.25 P. =Ns'Pns,.. _( D1:Nominal Diameter of Fastener(in): 0.242 6 )( 114.2 )_ 685.0 # L:Length of Fasteners(in): 5.000 Asn:Thread Stripping Area of Internal Thread(Per Inch)- 0.03 - n,Threads Per Inch. 20 ALLOWABLE CONNECTION TENSION y.— ---- - -- tc,Thread Engagement Depth: 0.07 Pnw =(D2-D1)(T1)(Fwt)(C)In6 -- - - ' 23 )( 1 )13= 185.5# Ns:Number of Screws: 6 _( 1.25- - 0.242 •)( .024 )( - ---- --- - — p. _ (Ks)(D1)(tc)(Fty2)1ns - ----------- --- --— - -_ 91.3# --- P,i =Ns'Pnmm — - — --- 5475 # Aluminum AllayStructural Values _( 6 )( 91 - .3 ) _ - ---- — F,,,,:Ultimate Tension of Piece 1 (ksi): -23 - - - _ F,,,:Yield Tension of Piece 1 (ksi): -NIA -- WASHER:1.25"DIAMETER -- F,,a:Ultimate Tension of Piece 2(ksi). 22 [MAXIMUM FW:Yield Bearing of Piece 2(ksi): 16Coeffiecients ALLOWABLE LOADS ----- ----- "- -- - - -- - - _-- --- Coeffiecient,Ks= 1.01 SHEAR: 685.0 #/PANEL — -- ---- -- Coeffiecient 2/n= 0.1 TENSION 547.5 #/PANEL -- ----- - - ----- ---- Coeffiecient,41n= 0.2 - -- - -- - UNC THREADS: Types C,D,F,G,T - -- "- SPACED THREADS: Types AB,B,BP,BF,BT ' Cakulatlons Conform to(AA)ADM2000 #14A x 5"ROOF SCREW WITH 1 1/4"WA5HER(HK2135) 51X 5CREW5 PER PANEL @9"O.C. ----------------- 3",4 1/4"OR 7"THICK. ROOF PANEL APPLY 5TRLICTURAL 5EALANT _ - EXTRI)ALUMINUM UTILITY SAVE(A7'144) T 5 DRAWNBY:JP DESCRiPnON:PANEL TO EAVE DWG.MSBSHDS-M DATE:10120103 FOUR SEASONS SOLAR PRODUCTS, LLC. REV.DATE: E.C.O.M JOB: 230 SUN AND SHADE:ST RAIGHT EAVE DESIGN SHEET NO: 15 OF: 18 CALCULATED BY: Lawrence Duffy DATE: 10/1/2003 CHECKED BY: Surya Lemsel DATE: lo1112003 STAMPED BY: DATE: ROOF PANEL TO EAVE HIGH WIND CONDITION FASTENERS: 6 0.250 "X 5.000 " THRU-BOLTS DETAIL ON Equation In uts- ALLOWABLE nLN®gi F r;nNNE�TInnl BEARING ---- — ----- --.-- A1_I`,Iloy of Piece 1:_ 3105-F125 P„S =2(D1)(11)(F�„)In„ T1:Thickness of Piece 1 (in): 024 _( .250 )( .024 )( 23 )212.34= -- 117_9# - - - - - A?'Alloy of Piece 2_ 6063-T5 P. =2(D1)(T2)(Ftu2)In„ T2:Thickness of Piece 2(in): .07 _( .250 )( .07 )( 22 )212.34= 329.1 # — Fastener Type: THRU-BOLTS P,, =((T2)(T2)(72)(D1))E0.5'4.2(F„2)for T2<=T1 Thread Type: SPACED THREADS _(( .07 )( .07 )( .07 )( 0.25 ))E0.5.42( 22000 )= NIA Crown(C)or Valley M Fastening: C Pw =Ns' Pns„,i, D2:Diameter of HeadNVasher(in): 1.25 _( 6 )( 117.9 )= 707.7 # D1:Nominal Diameter of Fastener(in): 0.250 L:Length of Fasteners(in): 5.000 Asn:Thread Stripping Area of Internal Thread(Per Inch): 0.032 ALLOWABLE CONNECTION TENSION n,Threads Per Inch: 20 P,,,„ =(D2=D1)(71)(Fdi1)(C)Ins tc,Thread Engagement Depth: 0.07 =( 1.25 - 0.25 j( • .024 )( 23 )( 1 )13= 184.0# Ns:Number of Screws: 6 - - - Aluminum Alloy Structural Values Fa,:Ultimate Tension of Piece 1 (ksi): 23 WASHER:1.25"DIAMETER F ,:Yield Tension of Piece 1 (ksD: NIA F„e:Ultimate Tension of Piece 2(ksi): 22 F,,Z:Yield Bearing of Piece 2(ksi): 16 -- Coeffiecients: MAXIMUM ALLOWABLE_LOADS - --- SHEAR: 707.7 #IPANEL _ _ Coeffiecient,Ks TENSION 1104.0 #/PANEL Coeffiecient 2ln= 0.1- Coeffiecient,4/n= 0.2 UNC THREADS:Types C,D,F,G,T--- SPACED THREADS: Types AB,B,BP,BF,BT -" -- -- - -— - Calculations Conform to(AA)ADM2000 114'THRU BOLT5 WITH 1 114'WA5HER5 51X 5CREW5 PER PANEL @9'O.C. , , t , „ � I ; I „ „ t � 3'.4 114'OR 7'THICK ROOF PANEL EXTR'D ALUMINUM . SAVE TOP(A'7ET5)fpA _ EXTRD ALUMINUM EAVE BOTTOM(A'7E5) T V DRAWN BY:JP DESCRIPTION:PANEL TO EAVE (HIGH WIND) DWG.#:SBSHDS 02 DATE 10120103 FOUR SEASONS SOLAR PRODUCTS, LLC. REV.DATE: E.C.O.#: -10 JOB: 230 SUN AND SHADE:ST RAIGHT EAVE DESIGN SHEET NO: 16 OF: 18. _ FOUR SEASONS CALCULATED BY: Lawrence Duffy DATE: 1011/2003 S U N R O O M S CHECKED BY: Surya Lamsel DATE: 1011/2003 Yi_. € )AAAC d.N w....,••„/y n,r�)O Yarn DATE: STAMPED BY: ROOF PANEL TO RIDGE FASTENERS: 12 0-164 "X 0.500" TEK SCREWS DETAIL ON — E nation In uts: ALLOWABLE CONNECTION BEARING Al:Alloy of Piece 1: 3i05•fi25 P15 =2(D1)(T1)(F,,)In„ T1:Thickness of Piece 1 (in): .024 _( .164 )(_-024 )( 23 )212.34= -77A#_ - _ _ - A2:Alloy of Piece 2: 6063.T5 Pm =2(D1)(T2)(Fw/n„ T2:Thickness of Piece 2(in): .055 =( .164 )( -055 )( 22 )2/2.34= 169.6# Fastener Type: TEK SCREWS P. =((T2)(T2)(T2)(D1))E0.5'4-2(F,a)for T2 c=T1 -- Thread Type: SPACED THREADS _(( .055 )( .055 )( -055 )( 0.164 ))EO.5.4.2( 22000 )= NIA Crown(C)or Valley M Fastening: C P., =Ns'Pns„n D2:Diameter of Head/Washer(in): .322 _( 12 )( 77.4 )= 928.5 # D1:Nominal Diameter of Fastener(in): 0.164 L:Length of Fasteners(in): 0.600 Asn-.Thread Stripping Area of Internal Thread(Per Inch): 0.014 ALLOWABLE CONNECTION TENSION _---_ _ n,Threads Per Inch: 32 Pnov =(D2-D1)(T1)(Ft j)(C)In, tc,Thread Engagement Depth: 0.055 _( .322 - 0.164 )( -024 )( 23 )( 1 )/3= 29.1 # - _ Ns Number of Screws_ 12 Poor = (Ks)(D1)(lc)(Fty2)1ns --— - - - --- - -------- 48.6 # P., Ns Pnmin _( 12 )( 29.1 ) = 348.9 # _ - Aluminum Alloyj Fti1:Ultimate Tension of Piece 1 Fry1:Yield Tension of Piece 1 Fa.Ultimate Tension of Piece 2FW2:Yield Bearing of Piece 2 MAXIMUM ALLOWABLE LOADS -- - _ Coeffiecients: _ SHEAR: _ 928.5#/PANEL _! - Coeffiecient, Ks= 1.01 TENSION _ 343.9#/PANEL — - Coeffiecient 2/n= - 0.0625 Coeffiecient,4/n= 0.125 UNC THREADS:-Types C,D,F,G,T SPACEDTHREADS: TypesAB,B,BP.BF,BT Calculations Conform to(AA)ADM2000 #8 x 1/2"TEK 5CREW(H7'1 50) ` 51X ON TOP 4 BOTTOM OF / PANEL(12 TOTAL) 3 4 114'OR 7"THICK ROOF PANEL _ EXTR'D ALUMINUM 4"RIDGE (A'74RP.) (5HOWN) OR 3"RIDGE(A-73RR) OR 7"RIDGE.(A'77RR) T V DRAWNBY:JP DESCRipnON:PANEL TO RIDGE DWG.#:58SHDso3 OATE:10nOro3 FOUR SEASONS SOLAR PRODUCTS, LLC. REV.DATE E.C.O.#: JOB: 230 SUN AND SHADE:ST RAIGHT EAVE DESIGN SHEET NO: 17 OF: 18 FOUR SEASONS CALCULATED BY: Lawrence Duffy DATE: 1 0/112 00 3 ' = SUN ROOMS CHECKED BY: Surys Lemsel DATE: 101112003 }LILk .1de e•r+wnnr..r Ica oK.IQYC*-s DATE: STAMPED BY: RIDGE TO EXISTING STRUCTURE FASTENERS: 1 0.375 "X 3.000" LAG BOLTS DETAIL ON E nation In uts: ALLOWABLE CONNECTION BEARING --- Al:Alloy of Piece 1: 6063 T5 P.. =2(D1)(T1)(Fwt)ln„ ^- — T1:Thickness of Piece 1 (in): 0.0625 =( .375 )( 0.0625 )( 22 )2/2.34=_—_ 440.7#_ —_ Fastener Type_ LAG BOLTS = ' Thread Type: SPACED THREADS P. Ns Pnsm,,, 440.7 )= 440.7 # Crown(C)or Valley(V)Fastening: C D2:Diameter of HeadMasher(in): 1.25 D1:Nominal Diameter of Fastener(in): 0.375 L:Length of Fasteners(in): 3.000 ALLOWABLE CONNECTION TENSION — — Ns:Number of Screws: 1 P. =(D2-D1)(T1)(FNj(C)1n: ---- -- -- - -( 1.25 - 0.375 )( 0.0625 )( 22 )( 1 )/3= 401.0# — = ' Aluminum AllayStructural Values P., Ns Pn,",,, 401.0 ) = 401.0* Ft,,:Ultimate Tension of Piece 1 (ksi): 22 -- -- -- Ft,,,-:Yield Tension of Piece 1 (ksi): 16 *ASHER:1-1/4"DIAMETER ------- MAXIMUM ALLOWABLE LOADS — SHEAR: 440.7# TENSION 401.0# _NOTE: THESE CALCULATIONS PERTAIN TO THE CONNECTIONS UP TO,BUT NOT INCLUDING, —^ THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR ANY NEW CONSTRUCTION. _•- THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR ANY NEW CONSTRUCTION MUST BE ANALYZED ACCORDING TO CONDITIONS SPECIFIC TO EACH JOB BY OTHERS. UNC THREADS: Types C,D,F,G,T SPACED THREADS: Types AB,B,BP,BF,BT - A)ADM2000 Calculations Conform to(A EX15TING ADEQUATE STRUCTURAL FRAMING MINIMUM OF(G) 1/4"FA5TENEP5 WITH 5/8"WA5HER PER PANEL. ACTUAL DE51GN OF -' THE5E CONNECTION5 MU5T 13E DETERMINED BY OTHERS. _ E"D ALUMINUM 4"RIDGE(A'74RR) (SHOWN) OR 3" RIDGE(A'73RPa OR 7"RIDGE(A'77RR) T DRAWNBY:JP DEscR�PTIDN:RIDGE TO EXISTING STRUCTURE DWG.#:585HDSO4 DATE:10120/03 FOUR SEASONS SOLAR PRODUCTS, LLC. REV.DATE: E.C.O.a: JOB: 230 SUN AND SHADE:ST RAIGHT EAVE DESIGN r U fI.D ,r... .:°E" SHEET NO: 18 OF: 18 FOUR SEASONS, CALCULATED BY: Lawrence Duffy DATE: 101112003 S U N R O O M S CHECKED BY- Surys Larnsal DATE: 1011/2003 Yc:::%ram. Math m N AnvrKn roi 7+a 40 Ywrs STAMPED BY: DATE: ROOF PANEL TO ROOF BEAM (H-BEAMI FASTENERS 2 0.164 "X 0.500 " TEK SCREWS DETAIL ON E uation In uts- --A'_t Okr%ABLE CONNECTION BEARING _ — Al.Alloy of Piece 1: 3105-1-125 Pnj =2(D1)(T1)(F„n)1n„ — T1:Thickness of Piece 1 (in): .024 _( .164 )( .024 )( 23 )212.34= — 77.4# _ —_— _ A2.Alloy of Piece 2: 6005 T5 P,,, =2(D1)(T2)(F�un„ - T2:Thickness of Piece 2(in): .08 _( .164 )( .08 )( 38 )22.34= 426.1 # Fastener Type: TEK SCREWS pm =((T2)(T2)(T2)(D1))E0_5.4.2(F„Q)for T2,c=T1 -_ — Thread Type: SPACED THREADS _(( .08 )( .08 )( .08 )( 0.164 ))E0.5.4.2( 38000 )= N/A Crown(C)or Valley(V)Fastening: C P. =Ns'Pnsrn„ D2:Diameter of HeadNVasher(in): .322 _( 2 )( 77.4 )= 154-7 # D1:Nominal Diameter of Fastener(in): 0.164 L:Length of Fasteners(in): 0.500 Asn:Thread Stripping Area of Internal Thread(Per Inch): 0.014 _ALLOWABLE CONNECTION TENSION _ — n,Threads Per Inch: 32 Pno„ =(D2-D1)(T1)(F,0)(C)/r6 tc,Thread Engagement Depth: 0.08 _( .322 - 0.164 )( .024 )( 23 )( 1 )13= 29.1 #- _ —— Ns:Number of Screws: 2' P-nnot = ((Ks)(D1)(Fty2)(4/n4c)+3.26(A1)(Ftu2)(tc-2/n))/ns - ----— --_-- - _ -221.8# - - - - --- _= - - - - Pt Ns*Pnjn _( 2 )( 29.1 ) = 58.1 # - — Aluminum AlloyI(ksi): NIA Ft",:Ultimate Tension of Piece 1 Fyj:Yield Tension of Piece 1Fl„:Ultimate Tension of Piece 2F Yield Bearing of Piece 2 jCoeffiecients: MAXIMUM ALLOWABLE LOADS - -- SHEAR: 164.7 #/FT__ _ _ —Coeffiecient, Ks=_— 1.2 _TENSION - 58.1 #/FT_ Coeffiecient 2/n= 0.0625 Coeffiecient,4/n= 0.125 UNC THREADS: Types C,D,F,G,T -- SPACED THREADS: Types AB,B,BP,BF,BT - - _. _ Calculations conrorrn to(AA)ADM21 #8 x 1/2"TEK SCREW(1-17'150) @ 12°O.C. STAGGERED SEALANT 51DE TO SIDE (EXTERIOR ONL)j ON TOP d BOTTOM) 3'.4 1/4"OR 7'THICK ROOF PANEL EXTRV ALUMINUM 3"ROOF BEAM(A'73R5) (SHOWN] 4 I/4°ROOF BEAM (A'740) 7"ROOF BEAM(A'77RB) V DWG.it:S8SHD505 DATE:10120103 DRAWN BYAP DESCRIPTION:PANEL TO H BEAM FOUR SEASONS SOLAR PRODUCTS, LLC. (REV.DATE: E.C.O.M N0rt)i A��s��Lr Sttv►xOD�'+�Mpru�A�t'u' ' „Indoors�i' zw OLTtj► FiAlllt PLC Ys !,U �Ilr[UM DESIGN SIGN MANUAL REFERENCES A FOUR SEP.SONS SOLAR PRODUCTS 5005 Veterans Memonal Hip1m" Hotb"YA NL''York 11741 (631)59%4000 Fac P11 216 9076 Table 3.3-1 IJIINIIJIUWI MECHANICAL PROPERTIES FOR ALUttA1NU1Jl ALLOYS rAl4PResslvE Cp1�PRESMON T'E�1510ti MJDffLUS OF ALLOY TMiGICN M p F M ASTWIMS PRODUCT RANGE F,.1 k�l kW TEMPERkd kN E wl AND ,D.10TEMPERPER N4. Icd 14 11 t0 i 65 Street Pine AN As 13 1p a 10.1D0 112 16 14 -H74 (RIW Rod i dar 40 40 3358 10.PJ0 Piste OD?M 67 52 10.Vm 2014--r6 1o.9Do T7;51 As { 52 iL.�w Cold firi�ihed Rod 65 55 9 Zy,T'651 D.T65,7 ��" �'T651 t der.Drawn Tube � 32 ,D.eDO o39 p 55 39 33 ,D300 O.WD-0 /Urlad 5tred ODD+`4Z 40 64 5T 58 30 33 10dDD 2p14•TT+ T6 Shad 025D-0.499 17 7 10.100 Zb51 Plate a P DD17,2D00 17 12 i0 12 10 1D10D Pl 3073�H12 Street nle BMW-Ij= 2D 11 18 14 12 10.100 4414 ShaerPonDmD".162 24 24 20 15 14 1o.,OD 4416 Sled OD06-L12e 27 24 11 11 7 1D.100 -Me Shed AO 17 12 16 12 10 10.100 -H12 D1a Two AD 20 17 10 14 12 10.100 .H14 m lubt Tube AN27 24 21 15 14 101D0 .H16 Down Tube -H,e 10 63 ,D.IW ld:iad DJ"7.,2A00 76 11 a 12 p 10.,00 ,.H12 Sheer i Plate sma".0m ,O 76 77 14 .2 10.10D -H14 Sheet A POW o j)*4.162 ?3 20 10 1S 13 10.100 St".H16 S DD36-0•'� 10100 .H1e 12 e p D25-D2y� 2 23 20 15 13 10.100 3CrJ'.,-H,4 Drawn Tube pD7D-0SOp -H1d Down Tub! 16 17 72 7C.70D 25 27 22 101DD 3D Shoe [Plate ' O.DJ9,2.0� 32 25 10 16 10.t00 Sint i Plate D Dp6,0.162 25 2e M 16 10.1DD ad Sh 12e 31 29 1e 14 10.1w -1-I3e-4-136 Steil DD1E-0.45D• 32 23 2* 26 16 1C.tD0 30Dc� ' _ - DownTuhe D.D1gDmmlube -0.45D •3 2e - - 20 17 16 12 10.10D Arad Shed Loll2� 24 Z1 ,! 74 701� 3o�Hs2 DZU94 240 3a 27 24 is •i6 101DD shed -� Shed DMS-40.128 37 3D 2B 1! S 1010D � Sled timm-iDA24-0 31 26 1i 17 ,070D 4-181.H241.FD41 SIB 9D 0.024-0� 3` 15 .3 101Dfl 4-151,Hm.HM - ID 13-0 050 6 Z 25 17 16 ILIW St"3D 5ted DAJ6-0'DSD 74 11 10.100 -� DD13.0 05D ?3 1e 3105-1 S 14 1a 1, d 1010D PIM DD17-2.00D 1617 15 �� :2 70 tw 5D05-H,2 �i Pam D.ODD-1 om 21 2 .H74 LOW-0.162 24 1 » 11 7 I IM -H76 s DA,7-2.ODD 17 12 12 ES 10.10D -HW sheet i Plate 14 13 11 10.10D Sheet i plate 0 DOIi-1.DDD 2a 7d i6 4-M shed D,D17-0I'llz4e a ie DD .0.IU 14 a 10.100 -H36 06 76 14 7S i2 low 5OSO4-M Sheet ID -C241) 25 15 i3 a ID.Iw -1-M Steel 22 16 -H32 Cold FWL Rod a Bari 15 12 10.10D Donn Tube AIR 25 2D 1e -H34 Geld Fin.Rod 8 BI Drewrt Tube For all Iootrrotes.see of two Table Ir {-A-15 January 2DDD Table 3.3-1 IJI WIECHANICR►L PROPERTIES FOR ALUIJIINUI�A ALLOYS S GpMPREsStVE I�RINIIJIU PR SHEAR Mp�ii , 7ENS0>N THI=KNE59 F F. F+ ALLOV PRODUCT RANGE F„J F kd kv E kid AND RL kd A! 31 24 5S 1D20D TD4PER ea; 95 16 10Z00 DAD6-S-ODD 25 3 21 19 13 Sh L P1a1e ?3 2D 15 ,020D 5Q52-�4132 As 34 26 � (DfDMTWW �F •Rod i 8a' 26 2i 7D2� ' 2 97 D O � 29 76 Z4 39 76 - Bled 24 14 1D aUD EaMD"s up 11hru 5.0DD 21 -14 10.41111) St7635 W 1Mu50 D.WD 40 24 24 21 25 70 ID AIM -H711 EMMp ,-SODD a0 10 1e 26 is 1DAOD 44111 �P uu D.D51-1`M M 31 26 25 1B ,D400 •0 Shy L PWe 0.1eb-150D 31 2b 24 17 10400 -M776 �eeta Plan 0.1d6'1500 44 24 24 17 10.400 4-ml 15014MW s7 29 24 -H176 Pat: t501.3DOD 2- B 70ADD PM 35 14 74 12 70400 -H3Z7 barv�^s uP vM 50m 36 21 1 B 12 1D 400 SDS6-O uppmo� 27 1B d 1DADD •F1111 D501-SMOD 36 14 14 21 10 10400 S 200D 17 22 1D 4DD -0 11 0�.499 36 ,6 16 21 a D 400 -H172 Plrtlt C500-I-Dm 35 14 15 21 ! 1040D -Ft172 po pum t DD1-20m 34 14 15 24 16 1DADD -H112 Prrra 2.DD AN 000 40 2B 26 2* t6 1DAW 44172 26 -H776 �'L Purte a 40 � -tom SnWt L PUM 32 ?S 21) 10 AW flOMT&M AN 44 34 Sheer•L pu to 2D ,C300 - Dt TuSe am*-LI2B 45 35 19DA 7 k MOM �. Srreei y1 12 72 20 11 1DADD 575 8 � Lip 1h1W OA9 10 is 16 19 11 10ADD. 5�a54-O �� 33 19 IV 7 10AD0 -4i717 F7m>t� C,501-SAm 72 12 7 1D•4D0 4-1111 � up thtu 5 p00 31 12 12 23 15 10A00 -H172 D� oDo 336 2s 17 1DAM -7 S'rra i PIe1e 26 T -Ft32 S'�L PWM 0 5m 39 11 10.40) - g L P1e1e 42 79 25 27 19 t0400 0051-1300 1p G7 Shoe+L PiRm 27 19 70App 0.18&1� � � 10 40D 5455a 27 .-H716 s m;Plate 020-1.5 46 31 25 25 ie 10400 1Z51-150D -H7t6 P1ti1e 1251-1.5 ' 44 37 25 25- 2577 70AOD 4-MI PM1501-3030 41 29 255 25 77 -Ht16 PPM 1501.8.Om 41 � 3524 21) � 7D,10D -}321 v tm l D00 3B 35- Z0 1D100 Emusim 35 35 24 20 10100 60D5-T5 D 07D4.0m 335 Shoe;6 Plate N 3b 35 35 25 � 1D 10D sD51-6 5 0.�1 2T 2D 10.1Do Aod a 9.r �� `2 � W 42 35 35 24 2D 70 1DD ITS �4tmTube A6 3d 35 9 10.1DD Z6NIB nkm thtu 16 16 . 13 10,10D -IM0500 15 ,2 4 75 10 14 10100 6D63-T5Ewm WD-1 Am 30 25 25 1D10D =i5 a Pipe 9 26 �6 moons 50 45 26 10.1DD 6p65--M-M510.1W11 4! 45 45 up firu 2,999 35 24 2D 101D0 607D-T6.T62 ' 6jerusons up um 0-1 'r5 3S 24 20 10.10D 61 tJs-T5 up 1hro 1000 A35 1! 14 10100 M51 T5 1hRlr 05DD 3D A1=0 3D�1B 6463-T6 �0A m yes ere correspond�^D ' F tpr 11 DD-H12.-111't�O'D Fm�sheo Roo eno bar arno Drawn woe. t r ano F+are mrrtrmum t:pedluso raiues tnmum expend values):dther strength P P �Finished Rod and Bar which are Sheet and SMD+=-W C�» minimum expected values. n average rtrodulus of elastill)is used:lt+is is 104 kSi lower than values fi ibis edumn. ;Typit&l values.For detledion p WW'ons a January 2000 1-A-1 6 For anr-lcs.the"mw•idtb sb91 be the sum of t}tc widths 5.7.]0 Spacing of Stitch Rivets,Screw%and Bolts of the lep less the thiclumss.The page for coles iin backof the osixt in Webs legs shall be the sum of the p-. %X hart rw•o or more web plates art in contact there shall angles,less the thiclaess. be sdwl rivets•serC%%or bobs to make them as in unison. For splice members,*t t%cj-.ntu shell be only that part Ia compression members.tbt pitch and rate of such rival of the thiel-ness of the mt mbs that has bean developed t7 err bolts shall be dt iamined as outlined in Section 5.19.b ri vtu err bolts,beyond the section eonsidt"e L uusion memberm the marcirnttm pitch ter Flirt of such rive% scrtw.t m bolts shall not amced a distance.in inches.equal 5.1-7 Effective Sections of Angles to 3+2M,Cm mm,76+2Dt)in which r is tht:$titdotess of tilt Yf a diacoatinuotu ante(ss^gk or pt�)in tcrosion is outside plates. Bonn=med to an side of a gusset plate.the tf'cCdvt Vitt section shall bt:the net section Of the tmn wzmd leg Plus 5.1.11 East Distance of Rivets,Smrvra or Bolts one-odw of the section od the outstanding In sinless the Tht minimum dinancx from the climes of ri`M sew at outstanding leg is tonocxved by a lug angle.In the lanes bolt under tmmputzd stmss to the edge of the sbca or shape ease.ttht tgcc ivc net section shal be the entire net section toward which the press=is directed shall be twice tht of the onrlt The lug snFk shall be desiroad to devdap at nominv diamma of the rive3.screw or bolt wbes using tht least one-haw the torsd lend is the mtmtba and shall be zDowablc bearing gums sbowm in Tabs 5.1.13-1 and-2. eonneracd m the min membcr by at Intl fwo fasts cm lh hm,It shorLa edge distant is ustd.tie allowable bearing For double angles planed UA-to-ba�Earl coon--- to stress shall be mdu=d by the ratio: a0111 care disc both sides of a gasser plate,the elfe c nee st em shall be tan=fmjct the fa=cr dianr (Ste Sean 3.<5).The the act se:iem of the commcacd legs Plus Twre-thirds of the edge dice Ural!not be less ttban 1.5 times the festaa secdtsm of the outstanding,leis• diam.ta to tmuded. sb--wcd, sawed, rolled or pland For intcrsundim jefmms of eoatiaurnu anrlct.tht rSec- edgez D.•e net arcs sba>l bs flee gross=2600al armless,d:.durfions for holes. 51.22 Blind Rivets 5.1.8 Grip or Rivets Strews and Bolts Blind riven sbaU nca be used unlcu ft grip lengtbss and rivet-Colt toleanxs are as rtxommmded bs.the zesp-- d%z if flee Frip (tool tbi-Imc s of metal bsng faswed) of mtaanfa"ntt� ri.•ets. sm»s m bnite carrvin: calculated stress c)Lc=ds fowr and one-Ralf times the diamats,the allow-able load per - S.1.13 $oDow=End (Senji tubular)Rivets ri,%.cU seesw eabckd all bereducc&Tbc nda�abom'abh load sbaB bt the ntn�mal sllow•ablt load divided by If hoDow�-cad.ri•'ets w11h solid cross of tbes:ri•ter 11 J2+Grf(W)]in v0hich Gfi ft F:ip sera D is the nominal pt>mon of the lmrtb see��•the stremFtb disme=lief the rivet is bolt.lf the grip cf the rivet ratxcds sl aIl not be takes equal to the strat�th of solid ti.ets of the . em tunes the dinmeMr,special care shall be taken to instate saint material.unless the bemom of the tz tJtrar. ss of the rivet diumma from tbe.P�of that holes w-1 be flied coaiplue]y. ZncLswcdtowered fbc b0ow-end,and ftetbe prodded tits not b--:titbje"ted 5.19 Spacing or Rivets,Stews and Bolts they are used in lti=nons wfimt they v►.M to a s. ppr iabk temOt zu=sc mum dismal tv b= e�eivet losers dta>1 bc3 tim as . fbe nominal rivet diameter.minimum-din==of bolt err 5.1.3 4 Steel Ravels str u,unseen shall be 2%timm the mon&W diameter.In built-up eompressiom n=mben the pitch in$te direction of 5tsr] rive Ls t3ta� not be used is aluminum svuatasc stress sball be tit t]tae the allowwblt stress on the indh id- nalen the aluminum is to bt jointd to tied or whet ua]outside sbaz and sbw=neatsd as columns having on corrosion resistance of the-structure is not!z requimmcat.OF effective length crier]to one haw the riset.taco as bolt the tc>rurame is to be prots"ttd egairtst Corrosion(See pitch ucesdLs the calculmed stress.The sage atrirbt angles St:.-lion 6.6.11 to the direction of stress shall be sucb thin the aAvaable S.L15 Lock-bolts stress in the outside sl=%calculaud from St.cdoo 3A.9 exaxds the ealcalamad stress.In this case the"deb b in itud to be tales as t).8g where a Lack-boltsshall only bt asrd when installed in eonfor- Sectiav 3.4.9 shall be pum manta witb the lock-boll manufactures sperific ations and is the ra=a when tht body diameter and bearing areas under 111c head and DM or]heir equivalent, are not less tban those of a conventional out and bolt. 1-A-59 January 2DDD In addition w tht:rcgi irctnenUS,of Sectiem 5.1.]7.4.boles shall bt Pmportio a so tbai the allo` ab)c slip lwMd p=u" 5.1.16 Stcel Bulls alga- dtlermintd from the*t boll V►'hme stt e]bolts ate used'bey shall be hot-dip g of bolt Tor nominal diamctes v(tht bolt shall be used w aaenssd.zinc decvo-plod alumi- eair nizrd.mahanicalh pal a i,� other plating caltV1 M its area. No Type one p�Relion dt lacd ni=d. m 300 sties stainless steel be submitted m�� "Mimi andlos coatinPs an wbt used.r iftuct t1e:d1 Anr Di�etian ate the corrosion=ananct of titre P7od�' two to substatm Cotter 5u►1am 51.17 Slip-Critical Connections CA boned Pons Standard a We Slots Iraq Ups itA sum its IMPs1 l� rw) 5-1173 General - br-,u, �aluminum mcmbcs w Mays B Islip 25 195 2x 165 20 14t1 17 115 Slip-s ritic� .4 MM�aaeomP)3,vitbtht ��05d! bc2wcc .alumin ons (RCSO RescwCh COuntll as Strnt-n n �A325 or led w develop the aiu'>n'ufD boh Speeif�aetion for Siractural Joint) UsireE 85 modified Bolt, tbal] be instal A49D Bolts. AliowINt Strt:st Dutgn. t esie m sbmM tcnsttm speeaficd in S 6& =of 7ttmp�m cha"�from ben.7•hc sbcar tm a boh in s clip-� Tltt cSc- on 11ip rssistaa the aDva,Me sbsw for ft boh (S�oa the insmllatioo mmpwawm add the differettez in w-�- not estsed fortlat eoan---ted membcn e3e of thataal apmtston of alenaionn3 dad str,.l shall bt 5.1.17A).tbeaUtrwabk nE 1wd(Sewon5.1.175)• (S-.-u'om 3A 5).artht:tl>owablc c1iP 5117.2 MDICAal 51.17.6 Wash Aluininurn used is slip-cliti:l e==:fims shall B a)a� shaD b- used uade boh h'.ads and>mda tcaa"le 3�rs]d t:>?�rd of as 1C.. 15 w (I as ]APAI outs. 1 s alvo irk SW comply milt slMod bolt b an oats P S• r sb2M carnPly t# AS 34 A.A_ �h194 Ca:adt - b)lt��zsb=orbs,m kcal Sl]6 m(E mm1 tlu3aitb gSTJ1 A563 CradtDR oa ASTM 5,4 P The lets washes enhrr ehaD aztb AMU F436.Bolts.atus,d swtuBoles.&MM oe use d. P .,•asbt_*s rh emmnPb�asd titben-ebP � euels:xa a the slog but nxd ow.be bardtnad• at a ayes leas&51ope aP d s n spr.�5:d 3m f,STN 1�33• t)q�'btse the oo t f��w p lied P w e bme noamal to the boh . - "sates than 1:?D . 51113 Holes axis,s-W► cd ussbes sball be use.. 0aodaid bolts. eves�t boles, shoat lotion Holffi shuu boles71ts aaatuaa,�°m 5117.71t11 Oonabole&.trrlem� moss 1e�,.a in the Bolts sbaII be ti;lst=n=d in a rd�s�•ith the RCSC ice * 1to]e n 1 Specification. RC5C Specificat ea fear Stemh . 5-2 lepletal Stitching Staples 51.I7.4 Dew® sn eittets The sheers stmw om a boh sba11 nut oae�d ZI l:si (145 AMow•abh:.secs=b •aloe: far meal sticcbb - ds in the$hear p�and 3D esltnlate.d IoadsshaD bt esmblisM..d on theb2sis of 1Jlpa)for bolts Wb Hasa m tit 511W plant.Bob cmrr`in ('+..05)M )fw WE witboW threads -pond aria tcSL�is axordmt=.rith 5cction S. sbzw t u1:sC an basil M rltt nominal Cross st- (unthrcaded boil) °)of a boh. ' hbcaaan Mess an Ta ing Screw Connections itsehallnotacc: d auD"ablebrazin9svcss 5 3 PP a lees wthis st".tioa eoane:.'-ese]p z 45. 71r_follo+ain6 no=o'1 PP 5prafied im St c m-• _ �d saipPing era or inuxnal*=ad pa Am- of caprem-, 51.173 Design for Slip Resistant" unit Ien� on bltsOW R'� teal 5119 to em sue'lo=li°a Aluminum stnfaxs abrttsi file of:0 milts(0.05 C ev:ffiaem Wfii�de pit SSPC Sp-5 w an t mnp sub=lt Pro D = nominal s diameter w�ib simile aluminum setriates yr zinc tam) is evmm� imwn&3.51m gjv;ntss of nominal bolt diamttu Painted stt=l Seaaes,%ith am.�a� P mt ieiemts fer D. 4 mils(0.1 MM)we C12�B axo��aenu the D, = nomiteal a��sher diameter other sutfa.ea shall be dmcnni T'td in RCSC Spccifiication Apr-ndia A- January 20M 1-A-60 and pry sbaU bit the les=°f lar�Q of tltc nomtnal M'ashQ atametc D. At the st*e°had t r .F�t . F� = tcnsik uhimate sucn€ °f manbrl is P.t n comma W itb the Wes badI Eq 5.3•1.]'g) of Member non in Aa F , = Mil d e ultimate 'C pas can"Ct Wib the 5CTC hi r st'lc �%uld n� of M mttber no► is _ shall non also exceed Fe — cottA�ith the seer►brad For s.ltt E 1 Q Pw mem v►bi� depM� O° mamba p.a r 4'ltD)ts'F.= l� = coefC Amen number unit le•�fa a Screwis Sates _ dtb � 5312 5ht�r ,shah la _ n = ice•-1°�of"ten=3 0 ate uliucaue cbcm •ablc shetQ caPi°� � • w manta by ntultiP)yint ft faaer of sa m P. = a]fow'�le sbra force pa s� � bg m Sceoott 5.1.] by S.Tltc u �'� P. = aombW shca svcn€tb Pa s ussd or by f she s�s�►'�VD�leg l 3 Poe PCutpa � p� = aomintl 1M�'lc STea�Pa sass►' 532 Teas'on the b'..ad Oiav Tltt p� = nomw M.obt scas€th PC For s�''s wbi c��c A nomad pu11- a strcn *PC sw os %.L*=. 5n6 ia.(6 math Yssben wD�nmlCas than = thittp'ss oT mobs m um a'th p CSD in.(13 D p, caleam- ffi is The U26CM farce s trn:]aas ofmamba notim contra famusc iE4•=92-1) Z, r b..ad .. rem d sue° P� PSO of P�. P�der-•mtaed d f-C thtt ad t�� -M be tal: as n1L lesser d'P� 532.1 and 53=2 �;ittclttdm€mPP�°s dim€P - p. c..00as . inno� s�aPPl�wmPPing - b�o+�'>n S err -lion ��03 /,Ds]tesr9 =0.]6R is(4Z I ,it PuD-Out S=c wit diameac �"chaIl be thmad fDnCaag of 53 p�fur puIIits€c sue' 63 mai). ' r alm Altan4- 7=nMb�Poly-out sum tn. ( &aiibor.►etboott:e>f-dts'II'i�rP . hcation shad be out d c shiracl*.d Past. C.D.F.G.and') �v ey.p,•aloes for a pa�la aP1 Sect as(�.mad tl� ned t o be base axcrdm€ a„ rd C slater . t s 3 mom)on� antx ])for 17N- ScgcwK t bsM be i�� Wd ti zd a)for O.D5D is s t�=0.1«5 in (]S term - ufa� om of mCt� (E9 vrith the asast tm sC ea � per=E,D The tease sty tm shall not a W-Z the a0o� t D.MD is. jvincdb)a=--== 3 A.4.Tlm nd ss"oon abas Ka=]D] far m S c s from Samoa 3A-1 throw (1 S tam s to t, atm) saws a.-=rdizg to 5�tion 5.1.6. � t s Q]�in. sf SaD be cltznd =1?A for O.D80 is- (z mrn s s 3:nm) 533 SbCW c t c 0.:5 ia•('-mtn a r�c 13 mm) od the Ups-able b•.snng b)for 0.125 ia. 0.129. ']'he sbem force S' rot cut .5 nos atxosdim��Setioa 3- p�=1..D Fez(0 IEq,5.32.]-2) force to.a SCMW ons of this sr.NW- ables or-me to subs . t . ]0 mm) t 0375 ia.(63 mm_ - Gom�tion 5hcar ctta c)for 0..5 in. .- .- (EQ s�?J-3) 53.11 lted The shear iom Pa sazw'shall not exceed pe.� p..=03gA„t�Fa as follows: (Eq. Prt s F. /Aa Ir 1-A-61 •w hCM January P-DOD thn:ad ty /,B.B.BP.BF. 7be block shear rupu=allowable Tome P.of wt lded �) for spaced tltrcrds(soe•► connections on a fatnurt pub with sbzw cm some se9mcnu and B77 and tension on the other segments is: • a)far 0.035 ia.14 s Jn(] mm: t,s Jn) ;or FBAs,.? F=A,. P..-lr (Eq.53?)-4) tEq.S.4-S) D r.Fa. P,=tF4A.r+F.As,Vn. un hcre K._].01 far O OS in.a t,a 0-DED in- otherwise (1 mm s 4 c 2 torn) (E9.5.4-4) K,_].20 for 0.DD ia.a t�s Jn (F.Air♦ Ft,A+J1"• (r mm a t,s 216) wbce b)for'Jn <t•c 4bt AV=puss erica is tension p�=I D F,s 141n-t,)+3 20 F.:(1,- 21n) A`=net area in sbtw (Eq.5.3.:.]-S) A.-Mn Wu it Utdcm C)for 4ln s r,s 0375 in.(41n s t,s B Inm) 5.5 Laps in Building Sheathing p..,¢ 1.63D rFa 5-sa Fmdlaps 53.22 Pon-Over Minimum endlaps d aU ba those mp tsscd in Tabk The nominal poll-over oven.h. P.r for PUU 9 c°n- b�. aseeued material am the Lead of ■ S=rw = was 552 sidelaps prrs-at.is~ For a egn a sidelap sinusoiad eflrru. ted s� ��Of the the cor- e = _0 for roofing shzE brut width sl P -hems Cis a co--ffiaicntbsr dePsds ot:sew 1o�em M. -WIL,aael the minim=sidelap far siding shall bm a for�aDeS'fastznmg and 0.7 for erow'n fastening).D.is the w can eetal t�e�h�alt tbt pates. jaMcr of ft =c 1d disIDtw DQ the waslta dltuaets. For!vaPzzoidsl dam ad a depth psa�than 1 itL('.S •arid sbaM be talxn tta hexer than 1>Z in.(13 mm) mta)-the minimum sidr]ap for bosh t�ofing and 6din=shall0 have a developed w�dtb.goal to the widtb W the ar:rowsat 53:3 Teasioti®SCIEw's film Plus 2 bL(50 tom)A vap=oidal idn�oath a depth of The $ltimate tetatle tapa3ty of the s�.sbaD l►-- 1 in.r �)or l�s sba3 b e an o.-erh►p orprovea dZiP sates by �np�'�cc a1lvw�abh tmstk�tY in]uding an amisipbtming feature- exxfg w Sce'aon S.1-] by the ittaat of t3cv==incd a safety used or by tMS==tint to Section S.Tw nitinum -SS3 Fastenem in Laps 0e sty of the tc•shad not'beI=tban 1125 Pw l vittmm si=of 412crews or 3126ia(5 mm)diamcwr zits sbaD be nsa in end laps and side laps.Maximum 5.4 B10Gk Spar Rupture mg;or regnva sid-lap f�-z��bc 12 in- (300 7be block sbcr rupttae snow able for= P, of bolted mm).Earflap f:stra'��for the puspase of intprv�-inE wdtb sb-.m on svmc c-gta=s closusc shall be low tort wort than 2 in (50 mm)from comae.-.ions vn a fa'lure path the emd of the overlapping sbzm and tcasion tin the Debt:segments is for F.A.2 F=A! 5.6 Fleshings and Closures (F..•Ar.+F,Aa)n. (E9-S 4-]) Flasbinp shall be formed from alumiam aDay sheet of approximately the same tbicimess as the mofing or siding ozhmm ise sheet.Unless engineering computadons detantirre minitmum 412 s=a°s or 3/l6ia.(5 mm)dtamec rirn ets to seettre flaslimp to the roofing or siding. January 200D 1-A-62 Table 5.5.1-1 MINIMUM END LAPS ttinimwe and L&P6 l>ePtb restsr 2 on 3 an 12 W more via" d secli�s Roofins,stoR/ then Roofi�t� 72.ka�3ant2 bin. to 1 M�sK lens Jim"04 �tooent) rz mm or lea) it h t;,matw then I IN 6 WL �tOD mna less then 2 IL O�' (�5D woo tvgmtea thor,25 less own 5o�1 2 6 Bin (t�mmp 2 W or"on (ice mm)IZ�mm) (91 mm or� 1-h-63 January 2030 Section S. Fabrication C. Some elevated tempuatur<processes.suc3,as factory 6.1 Laying Out paint Curing or firing of Pamla%enamel CMdnGL CO L Not centers sltaD bt center Punched and cutoff Tines reduce the mechanical properties of tbt meal.Since the &hall be punched or axsibeel.Csnucpunching and sCn'b- amoum of the reduction 'Ail vany w•it6 tbt alloy and ing shall not be used whet sub marls would remain on temper used,as wcll m w%tth tht e]evated teanp fabricated rrsateriaL C3gM ee.the Xopplicr d all be cDn%Wmd for mechanical es whale ply apsctfimfions far the pro=reel mmcrial. IL A teonPexatture enrrestion shad be apP.du necessary in the byout of cilizza din.=t ions_ me 6,4 Punching, Drilling, arts Rt:antirtg eoefficie t of expum ion chap be talon as O.DDDDI3 Per degree Fahrcnlwk(OAD00Z3 PC duet CemiFinadc)' The following rules for punchinr,dri5mg.and reaming shall be observed: 6.2 Cutting a. Rivet or boh hohx shal be eitber puncbcd or driDed. IL Material dbau be dhe wed.sawed,cut v►tb a tuner.or punching &ball nor be used if the MCC thilthes is are cot. AM edged which have bra east by the WC geemes then the diameter of the bole.Mr-amount by process&ball be plated to remove edge each wbieb the diameter of a sub-punebed bok is deter t M that of tine fmisbe:d bole shag be at least 114 the b. Cut edges abuD be rat and smooth. and fm from ubirine n of*t pig and in Do can]ass than 1132 ice. cxccW%-e burrs or nZra bM*L (DI men). C. Re-co ant can sha11 be fiDeWd by ed0ing prior to b. The finished eTiamete7 of holes for cold-d:jvea rivets eutewg. skald be nen move thu 4qc g t)� the aontinal d. Ozcyren cutting sW rot be used em aluminum allM's. diamc=of tie rivet- c. The finisbed diamcu Onwles far bet-driver ri.'ea shRU 6.3 Heating be Doi motC than 7%greats?tam the nominal dizwc= SQtuct a r 0 Material sham not be b--sled.v ith she follow of the rivet. ing cxcepdon= d. .The fimsbeud diamcw of boles far bola aha11 bt rot more;tbaa 1116itt.(1.6tam)lacpgcthmtheaominilboh a. A�lataial.&IMM bepetmitu:d to abetted m a t=p:=mmrt bee]eoane••tio>ffi are used. avt u lag 40DOF fW '�-7 for a prod mot dimsota.unless sup-esi : exceeding 30 aimntss Suit beating sba>]be done only If my holes must be eala:geed tc admit the rivets or wb=proper temPaaaae eonvols asd mPw Vi3iV%erne bolts.then chaff be7eamed.Poa�ntat�ang ef,holes thaD prOvided to instal that the lsmiudo.0 aMn t=P=arm -b.Ceara fat*=jtC ion.Holes sbg rim be shifted it aneb and time ire cwduli:observed.If=u=z.'mml m=rW is a mpnna as m distort the metal- AD chips lodged subjc=cd to cizvond tenq=anm errtimm is eieess of bwu= coma-ng sturfa s sha]1 be removed bdoze the font going•the anow•able aueesses dmD be rcdaxd assamb)y. consistent witb mrbmCO Prime sp=eltd for-the asatesial after the bating pm=SL 6.5 Riveting- b. For SM= cis aICTS w•itb maPcdumcon=ts65.1 Driven Head der&ban 3 Peycoo-bolding vift the t range Emm 150 (66 NQ to 450 OF C'-30 *Q must be Thm drives bead of aluminum alloy riven shnU be of the Evoidtd in order m minimi z the possibility of slat or the cone paten 137c.v ith dimersioas as follows» ration tDC%JDliatietn and 5cress corrosion a ng. a. Flat beads sbal]have It diametce not lces than I.4 rims The den of time at teanpe'M=is a critical favor in � the nominal rivet diameter and a heist not r..v than 0.4 detarmin%ag the depw of CLf151CM61 a.Hot forming times the nominal rivet diameter. tachniques mum include quid:best up w a to mpe nIMM not to exceed S50"F r_" r1 to i mimic loss of b. Cone-point ds oint hea shall have a diame ur not k%ibm IA tneehanieal pmpaim Forming menu be completed times the nominal rivet diameter and a height w the before tbt metal cools below 450"F(3D"P•The metal ap'-x of the cone nm less than 0.65 times the nominal shall them be fan cooled.to drop tht m-ta1 temperatttte rive diameter.The included angle tri the orm of tbt from 450"F('3M to 150`F (66*Q in tht rmmmum cone shall be approximately 12'P time possible w prevent scnsitirntion. january MOD I-A-t34 65.2 hole Fi1Gng stufsees shall be given a hero,'•coat of Oka resistant bitumsincros pane or other coating pwtidint gIfirmteat RiveU shall fill the holes completely.Rivet heads shall protection before inst.•Jhuioa.ir►heninum in cunuz with be concentric w-ltb the rivet holes and shall be in proper Concrete ormasomy shall be dlm%Ay protected in t DM=with the smfaee of the metal. whirrs morsttme is present and cwmdenu vAD be ent mpp..d between the surfaces. 65.3 Defective Rivets C. Aluminum surfaces w be embedded in concrete Dcf=:6ve rives shall be removed by Milling. ordinarily need not be painte4 unless corrosive components are added to the eons= or tmkss the 6.6 Painting assernblyis subjected for exumWpwiodswtasverrrely corrosive cx,ru,wv,,...5 aii:l..u,..,ti..t.ZtsL•a .8:ei Structures of the aDoys eovartsd by this Spee+ftewiae art shall be riven one coat of awbk quality p"such as not ordinarily pained.Surfaces shall be painted where: zinc molybdate printer coufwni g to Federal Sped- a. 2D14T6 aDo)z are expos-d w corrosive ervirvmneats. f cation 77 P-645B w equivalM w a heavy coating of aD:a]i resistant bituminous*M.oar shaD be wapo b. aluminum alltn•parts arc in rontaet with,err art fast-nee with a simeble plastic tape applied it sueb a manner as to.nneoat A six]membcn w other irnd mDw msttxiah;. to provide adequate proieca n as the overlaps./Jumi- e. exposed w exvmtdp corrosive conditions, mum shall not be embedded in wor- - w whicb cor- rosive eompmMu such as cHwAmbove b=added F d. required by the designer feQ nwom of aPPWRCL the aJtaaiatim wID be elec icalh-wmc zed w Red. Painting P"XM me is cow. is the fttDowzng scmions d. Almninum sbaD not be exposed to water that hat emae 6.6.] and 6.63,and methods of leaning and prePszadon in contat:t with a heavy mewl sash as wPpa as sub an feriae is Seetiom U. (Trcaament and painting of the meals can cause cwrosion of aluminum.The henry amcuvt is acmdanae with United Siam MWY metal sha10 be puusted or cD=d wztb plastic err the SpzAifi on]dID?=7D4 is also acxptabk.) d1gi � hm ibe me:a) d ivemed eu-ay from to aluminum.6 6.1 Contad wi Di th ssitn?lat Materials a ps:paintedal®num onty requim aiditioa ginz:sim R'here the duteimtna auto parts we m conta=with.or when specified by the dc6p>er w abate extrcmrls are farmed to.areal me3ab�s or other diss3ms7ar mat_-vials. - corrosive condition& the alumimun.shall be kept from duct contact wztb the steel or otbw dlisavmBu material by pciatub os foDD%= 6.62 - Ov et Alf Painting . t St=3 surfaces m be p]axd is r with not lead Sir -_ri rs of the alloys covered bl-this Specif+omiew ate dttatiatun sbal be palmed w�itb good duality not]cad eithcr nol ordiwilY paiumd for adder z protuctim(sitb the d ontaiinia.p..= f pain zucb aszmcmotybdatc,aD.vd exception of 2034-7S v►bco exposed w corrosive emirm Type primer ip acao� with Ftdtual Sp fiction me=)or wt.mtade of prepainted aluminum Cwq=ees. 7T P4A5B.fdt Wvtcd bytwro coati of Pam eonrirft of v,+h=sutietmes we w be exposed w cxvcmrJy CwMsivt 2 It.of alusaflanm pastier pign"M(Amer Sptxifi=nun cmmd ons ova-aD painting shall be speafied. D962-El. Typ 2. Chas B) p:r p1hm of %wmisb. mez6ot Fedmtl Spodficatiom 7T V41.T)pc II.or the 6.7 Cleaning and Treatment of Metaleglavaleat. �thcn se►= evrrosium conditions 'are Surfacesexp-.^zed, adrlftimW proiecdon wa be obtained by applying a s suable sealamt to the fninb smfaexs. prier to field painting of strttenmes,all sift=w b: capable of eat lusfimg moisture from the joint dtminy painted shall be cleaned immediately bdtme paitnint.t a prof dinged scm idx b addition to the zinc molybdate. method that wal remove all dirt,oil,VCase.chips,and oths a&-yd t)7w primer.A)umunW4 brn-dip galvanized or forci substances. C3d±D- ,anized sue] laced in comae wntb alumi- gn �' P Exposed meta]surfaces shall be elrensd with:suitabk mum need not be palmed. Stainless st-el OW series) chemical elewner sucb as a solution of phosphoric acid and plaid in wmaet with aluminum is not regtitred to be organic solvents meeting United Stein MU1iw y 5pt6fim- painted except in high chloride containing von NUL-M-l057S.Abrasion blasting sbaD not bs used on en,•irornn-nts. aluminum less thaw w equal to I it in.(3 mm)dirk b. Alurnimum steal] not be plated is futcl contact vt$b woad. fibebmrd w other porous mmmial than absorbs wide'and causes tmrrDSidm.whim sub contacts cannot be PvoidrA an insulating barrie b-tw•dxa the aluminum and the porous material shaD be insta]lcd. Aluminum I-A-65 January 2D00 Section 7. %Velded Construction 7.1 Allowable Stresses for Welded 7.1.2 Membem with Tart of tht Cross Section Members weld-Affected For members with past of the cross scstion weld-af- 7.1.1 General fecuA the allemabIt aress is 7be%zld-affected tone duM be taken to extend 1 bL(35 f. . F� - A� (F, - F,) (gap.7.1.2.1) mm) to each side of the crater of a weld. Mechanical ►� properties fat u-cld-aficet ed mail than betaken from Table atbere 3.3.2=LccVt that F�rilues shall be multiplied by 03.The modulus ear t3amickfar weld-a5ccmd metal is the same as Fr.= a loaable swiss on the cross secuon,pan of AN non-welded metal. vthich is wCld-affocted. Allom�abk tvt±sset calculated in aeeordanea:with Section F. � allowable stress if no part of the e�oss section were weld-affected.Utx bucllin.-tamstams far 7-1.1 apply to: 1av6v3ded metal from Table 33-3 or 33-4 and 1) Mcmbcm is aial teasion with rans+_se w4ds mzdaaieil properties from Table 33-1. s$ecting their ealiretam scion. 2)Seatrint Oct,F q a weldaffeacd metal. F„ = allowable stress if the smite cram secainDtl area 3) Columns or bum suppmud n both ends snub Wert weld-affetmad.Ust boc Xn,—rr+amts for ransverse welds affecting their emirs cots str-tion and m annealed DratesW(Tabk 33-3)rr ardless of the farther than 0.05L Siam the ends. tcmpc bcfwc wilding,and mec3amical preps 4) Columns or bmms or tubes or curved components tics from Table 33-2 c xc cpt the:fo-lonOwdiaal wtitb tassvesse welds affc=mg their enure cross section, welds values far F� and F.. from Table 33-2 and shall be muhiplied by 0.75. 5)Flax components of columns sir beams with weds at A = Dri Coss WXdDDW arms Oft tssiom memb=or ihe supped edtes ate= =msitm flange of a b-.sau;pm cross se=dtmal ADtmab]e stresses for this:welded memb=s shah be arcs of a color= or eompssssioo flange of a calculated Stern the same formalaa as for Don-willed - beam A beam tinge shad cons_ st ofthc pz"aoa , - ute7abms ssith the'folfos►zDo adjnstmcats. - of the section fanber than?r3 form the tretraal 1) f.Ilowable si►zssm fur trial or flcrxmal tssioa �•wfire cis the distance:from the nrtit:a]rsis w the exr=te fibs (Se�-sinus 3.4.7 throe 3.4.4),b---'jig(S eons 3.S5 and _ 3.4.6).and rxial or flexural compression or shear(St=dom; A. = weld-affected cross s-..ttipnal nest 3-4.7 thmugb 3A.21)with slenderness less tbu Si shvM be -If A.a 0.1SA.A.shall be aakea as zero. calculated using welded mt-.3_ anical prom es from Table 33-2. 7.13 Columns or Beams with Transs•erse A v%%ble tomes for tubm"and curved cvmpon=U welds Avray From Supports and in axial or flexural ceupcssiom or sbea.(Se.-lions 3A.10. Cantfletws with TranssvxSe Welds* . . 3A.12.and 3A.16.1)vWshatderacss grzarathemSr sba>f be calculated using welded mcshaaical pro m-- from For colorm or beams supported at baab ends aitb Table 33-2 and b=kliag constants from Table 33-3 ransvwn wields farther than 1105L from the mamba ends 7egardicss of temps bore welding. and canu7tever eolaams or csamilever bcsras vilb transverse 3)Allowable saesses for all other mcnbcs and compo- welds,allocable stresses shill be calculated is axordance mesas in axial or fleunval won or sbc-ar(Sertitms with Se-rtim 7.32 as if the entire cross stcdonal arm were 3.4.7 through 3A.M)uithslcnocrDes FMR=thmiSr shall w•dd-BSe.-►cd. be calculated using non.welded mechanical properties from Table 33-1 and bocUng constants from Table 33.3 or 3.3- 7.2 Filler Wire 4 as appropriate for the ternper before welding however. FIller allo,%3 shall be selected from Table 72-1. The the aliDumble mcss m tht veld shall not exceed the KUDw- allt>a able shcar stress in Eller melds shall bt salsa from able stress calculated in accordance witb(1)abvvc. Table 7.2-2 or 7.2-3 Far fuller wiry nca sbm-n in Table 72-2 or 7.2-3 minimum ter hanical IN es sbaU b: determined by testing is accordance v►ith Section R. 1-A-SS January 2DDD Table Z-20 Bee. "ierebte PollAllowabiflt Stress®s for BUILDING <_ Type of Member or Component 3.4. and Similar TYpA Structures Tyr I Sirees 1 19 10•' : 6005—T5 Extrusions TENSION,millet Any WSW member .IlIcknIffIggs Up Through 1.00 In. Reclengular lutes,etniciurel :Vti Z 19 ; 6106—T5 Fwruslons shapes bent around■Irony alit i Thloknoeeoo UP Through 0.50 In, TENSION IN 3 11 ' 13• ! a„d to"aided BlAMs. .0 0 WHITE BARS apply b nonw.Word..••�*•�a Hound or oval tubes O- awlre.r+w Mbar. 1'f� • Ilrellllene tsilltar than 1,0 M.erorrr a web• net seollon 3! within 1.0 M.of a weld. Shap■a bent about ova ak exly, I '�1--e � q SHADED OARS apply ro both. bell,pieles sheddla to ehsded and woftded erase oppfy J 39 1 13 ; EWn""Kiel o18■Idlens 3.4•10, MI On rivals slid WHO ! �Fer tube@ with dM nn0al welds.equeMenv I 16 0,s,12,end a.s.le.l ■pPh►tar A�/1•Z0. 9EARIN4 On Ile,Nrl■ces and pine and on belle in visited E3 1e 1 AnewebU tltnae Allowable dress slsn � dertme■ gemess 1 hole■ 8� !lvs. Ailowahls slenderness elendern■as um118r Blrase umlt 8r setweerl I.Will of !1lsItMlAfhlr Type of 6lrese TyPs of Member or ComPonsnl e.4. n a e, Af h ur F6 AVr :it 10.1•0.110IAV►1 • lIA�1IlA1/1r1r COMPRESSION 7 - - IU.1 111/0.70 IN COLUMNS, All columnv 10,3 l�1rIM) sel■I.gross h11.10 eecllon M 3.7 _ 11.1-0.79(Ml , PPorled along one r� 11 ly,11.1! 1l4/IiiA) Fiat PI■1■v vu l� 8 - . .. .. ... 10.s edge-columns buohiing about a 10.9 M.l i Ia71e1 M1' gy'" ,atry axis 3.7 11,1-0.791M) , 11 ... ... .. • , ��t♦ tl7lMlli✓11' Flat platesporl euped WWII one :�. •. 18.1 l0! edge-columns not buckNng eboul u 10.9 - �' swviMi ■eymrn■Iry axis M.11 , lift�a.,1 11,1-11.111MI t..r.( 11 ,- , . ... -. .. M.d7 49011W!) H 9 t0,! COMPRESs10N Flat plelse with both _ IN edges supp dad -le COMPONENTS Bee section 3.4•e•1 OR COLUMN!! Flat plate■with one edge g.1 sup po"ad end color edge Will gross slalener swollen Bea eecsorr i.1.0.i N gdg g sup well both �1 (� 8.Z � wipes supped and with I _ � I ' }sill a+ prA•lsl an Inlsrnledtaia vitlianer OVA.7.1 11.1+0.e11 Rill 067,1131 • 11 lltr,lttll . o Curved Peale@ supportedRgAm Sol n 17• i fJe _:.. .. RrA »0 0 on both edges.WON 011 1U.S round or oval lubs■ 4W ®Iond""oo Alhsnbie ltinss A iiewllble Olemlerneoo AAewebh fllreao ®Io1{dom000 a St gee fllond hoof UMI1; . -n Btress Undl#I 611r�br end Xv t v of Membef or COMP" 3.1. ttlldenm�a Type of Shoo Typo s 61.IIW I,t/r�■79 2 ll W ■7s _-11.9 .►r• - _T .,• •, , N glnyle web memo bent about 1�- — �1 'i;'��;'" ,+,.,y� .r.; r.I.; ' .1 '.�:•10.!ti:rp• • .�� Smiles Oo Nrang axis R r.is ,3l.S-1.70 r / •��• Section 3.4.10 -a ' w� w. Z� u _ _.�.--i•- +11 11 .' COMPREdd10N 1laund or Duel tubes 1 ,'r:12;ti'.•., ,l��t '��,. ��3 rr-r�.79 (1,41M1 IN BEAMS. � .13 �o.!-o lS fh •fir!"""-... (dlrtr etlNeme Ilber M ie:....: - •;-�,+ �'.�� -' • .1.IS.S '' .,.'.;,��t71■>!;. gross Solid rsclangutar and _- d 13 �17 5•:� . _..`ii• ~ t 1 j .r t.R.�•S .11u0 2�_ seellon round section beam 71 4f.�•Ss•r�•146 17.!-o.is l� :.•� '. ... 31 n*ctengulsr tubs*and •�• U U� 14 ' Ions .�. ''�• '�, '•"' : • ts9►tM1 bon sections 37.3-0.93 M1 15r1 10 11 blr 11 Mr I T .113/lbJi) Fist plates sut"lled on c-1 10.! i�r.l•• �, �: 5IIIIIIMII I6-41" :.s.wrR 11.19 MI b/1•31 . one edge MI li 17.7- 53 FIa1 tales rrl21 lh both 6 , ' :� . , .• , rr� �t: COMPRESSION P 1. •,IS.I+�; � Rrr.lst IN edges supported � lip 01.6 16.2�0.13 ► r tH ll)(1 , IIOIII�SIr COMPONENTS! Rb 018 _ .. ,. ... + II�t■�� s oleo supported ' ` �•..,... � OP BEAMS. Curved p1 . i l: '+ .h+N�;!l.� :s (emponsnt on both edges rrrl gas Section under unllo 0.6.1d.s Fist plates with one edge 10.2 corwo"Ion). supported end the other D gross evoNon edge with slillanar ese l vollon 3.4.19.3 Flat plot with both edges eupporled end with I ' Mr 19 1.9tt1>nM1' en Inlsrtnedlsls e1111sner MI a 1.9 ag,e-Ls1 FJI _ Flat phlas with _I 1'�—�-1• 1 T ;-.. '' l is • b/l corrrprees COMPRESSION edge Iran, r • '1 BIZ j'' '''`°' 'W' 111t1►1►�11 len 1 1 I�.klt ''• .'. ' Mr.7! IN tendon edge supW d 16 All.46 •• .1331AM) COMPONENT® � 10 •, ••••�• '' '. 1!� , �INS■113• Flel pieta wish both edge* T Th • ' ' 'wnryM1 OP elAMd. 11 , li � ... �• ' ' Itrr011] (cornpomnt supported Mf•l01• en.!-e.11t l�l , . • - •- 3SOUNMI•• under banding In Flel plot*with herhordsl T� 19 111 - •-- ••13.5 „ r,d• ... . 2W MIS own glen*) etlltsner,both edges t ,t� 7 M, a.:. ' '� ' Ah•63 39 tluoA gross section supportrd 11 Alr•36 .{3.6-11.099 M.. - _ t NI SlA1AMIAA) I . d . . _. ,. 11 . .... .� Unsllllened •�6 y• ;��,. •„ I.. !. � • "• - i Ing� •l1,IMltt11•.rrl� S eNEAA Ilet webs 11 •,Ir•rM1 vs IN WEBS. t1 "' •. . SS.wIMt•.Ir1• t" gross Sllllened het wr+bs T Ii 21. "6; ',� •j� - , neellon - -- .. . .a Tra.r•.1 i • Table 2-21 e*e• .elebh g'n" Allowable Stresses for BUILDING < Type of Member ar Compatlent ',4, and Similar Typ® structures of stroll 6061 T6,-T651,-T65109 -T6511 TEN910N.avW :Any:1609:10"member •'M Extrusions up thru 1 In.,Sheet i Plate.Pipe, Aeolenguhr tubes,structural 4.0.j v% 2 19 4,1;1, Standard struaturel 6hepee.Drawn Tube. �� ! shapes bent Ground 1111MM ale Rolled Rod end Bert t;351-Tti extrusions TENSION IN 14 -'rl>1;�� to Med AEAMB. a .r vund®.e. tub.. 3 '•:•, WHI A ® .vehr le nenw.M+d a+�^�*•� eulrarrre fiber. nrembara at rocstlene farther then 1.0 In.Iron s meld. net pollen ohrrp@e band about 90681199199 1 P-4 • 4 isI!,1001 "Ohl"1.0 In.of a weld. bare.plates ,� 8 W BARG WWY and ensttsdsd fan aPh fe NO. 6 79 39t•1 Equo"M"d ob. rre s wet thrn of eseeene 0•4•10 . On rhrale and balls For tubes wllh a1 feu"11snrtllM waMr. .t. 3.4.12.and 3.4.16.1 av*for 110 r go. NEARING on fiat surfaces and pine and on bblh in slofhd 6 1a .,,, AllewabN sdrNe helps Aaewwbis Stress eNnd.►neae sw1wh ruses a a. See. Atlewehls slertlter as sh�rde►„esa �lmll e, "bete MR.8, o"Ween of end at Typo OI elraaa Type of Malnbar or Component 9.0. ei,,d,,,so 1116 _..31•msvr®I.A? AU1'��' _. . ... -• -. d!ef)roN _ _ ....... .ale 11.�►{U!i'1 COMPR •l .�._ lit .... ,. IN COLUMNS. Ad columns r lit ��.i ; ►' la 1lulAJl) rawlel.gross ' _.. �. ». . ... e@ctlon IV)�3.1 il.1-alp IMl _ - _ .._._.. 11 ._.._.._. •------- i 17er(&A) Met platse supported along orn 0 ___ ..,�-...-._. :' 13� MI• Jt edge-columns truckling®bout a ' IfflvlMl' mall ••__. _. • . ........-.._ 21 Flsl plates supported a%"ens 1___' ��1 r -•�-•— 11 hll 139 Cpllmine not NIIcIriklO -�•+l�J ' .' ' Y , ~ • edge• ,''ytll.i :• i' .va s '4r r 1sIVIMf a symmetry axis lyl a s.s 21.1-u.79 IM) •. .. , - PA•JJ�... -... ... L.�..t it . _._.,... ....:.. •-- A,q.dl!• N11t►((hA) ®ION Flat pleha wlth bolh H i g —. .+. .�•IiT: +. ' COMPNEe edp@aaupporled 1 l .err{- :, 11,r 'r; •' r" • "•'•. IN 8se BsCllon MPONENTS CO �.4.0.1 Co NENe Fiat Plalas with One edge 9.1 grossC supported and other edge w11h eaoavn SNilener E I see eseNon e.,•e•z m Flel pules with both 9.2 @does supported and wlih an Inlermedlele gluiv er A �11N) AA a 1 AI o Curved phtes 1911 supported A� P• - s 0 on both adpes.wallsol 171 ,1 . R�A.l.O ; • ,��:e.l0 �lrr�.• , � round or oval tubes A$ w 2Typo Allow ah see Allowable 8lfaaa A lle 1 @ Shnd@I@a+Sr�a@ Umll Type of Slr@aa Typ@of M@minr or Component 3.1. Umll , sNs +e ai 111.OINI I,Irr*!,1 11,9-U.12AI,/r� I h.*14 N Single web beams bent about - 1 1 1!1 •• Lot,■1!9 o elrong axis 2.4L7-1 •30 19.3-2.711 , r Round or oval tubes P.A■al eww+e e+ COMPRESSION a.` - ... 8senen 3.1.10 v _T 1 Z a 1,11 ■11 ' .17.!+1.19 � 1 ,. •11�I•la1 IN BEAMS. 1 19 extreme Ober 11 11.91rf/ • Id/iIt l kLj,I1 d1 gross Solid reclangulel end _ d 0 13 .26 +u.!-o.91d XU :- •Iv section round aaellon beam@ — 161 • r-1 11 ws.�•'tlt•.7■IN6 1.1.9-11.3+ L'Sr .� f�s.� I71N1 Id.(NN�Iy-� Reclangulm tubes and •�•Y •. 1/� ilt, �Sr�,�■Moog (L�s•�'�tl'•'I box sections `V I:t . sit-It-s 21 Ml■b.a lT.1-11.l1M Mr■I11 I111/11.�11 - Flat plate@ supported on T (' _x'1J' 15 (21 •- 121 Mr•»! I/y1M1 one edge 1 ` v IMYI/dll �bF�hl, it Mr•11 17.1-11.19M Mi■!t COMPFIEBSION Flat plains w11h bosh ^ �- 16 .121 M■11t 11dIbIA1 IN edges supported T ' V lit — l■1+I 1FIN1 COMPONENTS p 11 liwl a 1,�, 2tki-0.4� f Rd OF BEAM8r Curved plalsa ouppolied b + IR'Iflt� ' It�II/�Sl' �(� 1t3.1 141 ;' R�/r2.l, 1+.y-U./� fdr/f r Rdr■2911 (component on both edges ' \ under unllorm Flat pietas with one edge compassion). 16.2 See Section 3A.18.2 supported and the other E . gross aselbrt edge wilt aNlloner Flat plains with both (�� 16.3 8@@ 89clion 3.6.16.3 edges supported and"Ilh ( I an Iniennedlala 611111rner Mr 19 �.wsmMlr R-T iN MI■1.0 -1.11 M COMPAE8610N Mel plalsa wih b. •�.9ulryMlr compassion*duo Ira@. '� 61l■17 a0!-I.616A NI■19IN lot . tension edge supported h:/■7! t131e1hh1 COMPONENTS 2N bit■46 4I1.5-11.27 M OF BEAMS. Flat plate"pit both edge@ T�h �h�- 1 g lot hlr.!!t 1l2NIhA1 (component supported 1 �( IR1 '• y �nsM�Ml under bending In r, iN h/l■IIIT N-U.1 I T M It/�■1 T1 Flsl Plats whir horizontal t ff 19 !SU(Ylhhl evrn planet ■shone►.bolo edges '� I- _ : lot MI■1191t ' gross eaetlon I6I --r supported �.r■A! !@dxNg hdl' 1 i hit■10 I.p.a-I1.11l9 M Unsillloned I ZD . '• 7.31 Nr.719 1!lx11Y1hAlr Ilel webs IN WEBS. _ V li li w•/I•IM gross Sllllened llal Krebs I_rZr`-1`irT Z1' 11,01I1Y(w,lr)r section 1LLf1: 1� T.11 ' — •7.11 ��Ir.®fit,. Table 2-22 Ste. .,,iONebh®iraae Allowable Stresses for BUILDING TI, al dries Type of Member or C0mp0nenl 3,4, and Similar Type Structures 1 9•' Ga ' 6063-T5 TENSION,spiel Any lenNIOn member . r Ex1fuilons Reclanpular lubse.elruclulal .W%, 2 9.3 b� shapes bans alollnd allong el!!e i• (Thickness up 1hru Oslo in.) TENSION IN BEAMS. 1 �•11 Round or evd lubtata •Q O©'- 3 I t.! ; WIi1TE BARS oppir M r,@nwslded m@newn■rid l"ii1°�d emlreme llber, . riot section Shape@ bent about w@eN e1116, I ...0s•1'E 4 13.3 el lGallons Ierlher Then I.g In.from S Weld, bore,plalae SHADED BARS apply vAhln 1.0 In.of a Bald. r 1 t I Egwraris rid straddle VWeheded and orieheded cress epp►r to baNL On rival@ end bolls 5 21 •. 1 al weldo.equ M"of Soatlan@ S•d•10. •For trlb@e with eNelatd@r@nM rDEAFRIINCOM On Ilel eurlecaa and pine will on bolls lit slotted 6 13 1.13 3,4.12,and 3.4.19.1 owl for R„A.to. halos Allowable Btrees elenderneet ANevable 81nss Bee. Allowehle 8lsrfda►ness aterdernese U11011l of 8leflderrross>!it Strong Typo o181rese Type of Member er Ctlmpbmnl �.g. sew A Llmll Sr ev wwn a,"d a 144.4v lld��ri�U►1 Af/r all CampAffbeiom 7 — • .. . . lI.WW(W►1r' IN COLUMNS, I111 columns u/F ■6! •• 6.9+0.11771�►1 . !Lh■99 PRINT,gross 6hA .! ' wilon hR■IG IUlllh/ll Flat plates supported clog one '_._ -. . . . _-••, •. , 1 Q 'iq■IA lalAN1 edge•columne buckflmg about a e•3 . e! symmetry Bills bA■I I Iv>t� tr 9.! lrl■3.1 lit-0.33(tell) Flat plates supported @long one , edge•columns not buckling about •L'+UMell , . 'IU e U.1i 1Wi) IIA■Id .. a symmetry esb '• ��rrlAAl 1.7.1.11• (0.11-11.11711hAi I�H■ail • N Flat piston wild both 1� 9 COMPr1ESStO 73u11b�11 edges supported �—` 4a l- s.f COMPONENTS OF COLUMNS piNee with one edge 9.1 Bee 8eellon 3.4.9•1 grow supported end other edge with s@allvn sllllanar c- Fiat plates with both one Section 3.4.9.2 dF7-4*-*07 M • 9:2 N edges Bupporled and with an Intermedlste sllllenor , F.A■370 13111) 9.� R�A.t.i 9.U-U.37 R'/l Curved plates Buppolled fq. u A• .. .. . .. --. _ . Jl IR h111 R'IrI�3) o �—.y 10• ... .. rrA•!to � on both edges.walls of , ` p�Jl•to:•• '. 1.3�0.37 • � r round or oval tubes . A1lnwable 81@nderneee Apeweble 8lreee Slendernell Allowable SI►ee1 c- 8eo. t31r@se ' ®lendnmass Umll 81 8Iendonees of Sr Type of SI►e1e Type of Member or Component 3A. tfe��1 Until S1t1w/611 II.and P. �■119 (17.QW J 9,1 r�fr,•lA fL�lrr)' o Single web beans beat about TT- - — 11 'R,! �1 i fr ..I 11 rr c elrong aids r 17.!-A.117 . I ill s 1411 snTa e! w A• t us ttdt-�a BsCltan a.�.lv ''• r 'V'4 COMPRESSION Sound or Drat lobes 1 � 1 dill w el , ILe-V.el r IN SEAMS, A/l�■e! I I�'ll�- ellkeme Ilber w11 17.i-O.16d/r�C7J Idn)rlLslA) Solid leclangtdor • 13 ,17.4! and glop —I�d -- 1.! •tNjC,7J.3] .'r' 1>'.a•0.36tfii�jTJ section mdWn beams — ��,bt(1;7■ae111 2•LlllNl first/,l +71N 111.l-a.a711 Lei• .. . (LS /,1 /• 1 Reelengttlar tubes and •�• y �• 14 bon sections lJ Mf+IA I lIY1hAl hli•1.! 11.A-e.iTM Fla,p,alee aupporlad on 1• 15 :;• 6,! bll+11 one edge L '' - wtfln►�nl r...�� Mi.70 `r ` 4.3 h/I w la I l.a M T V ' ,6 0.3 bit 0 31 71WI6J1► COMPRESSION F1s1 plalea with bath IN edges supported Ori+17a 1pIN 1 COMPONENTS 11.lJ j1di■11.1 11.11-N.11 r 1 Rt, �16.1• . tR�►ill �� OF SEAM9t Curved plate®supported �•-� Itfi U,7' f.9-U.19 r 1 ..ifW1+310 (component on both edges under unUMM Flel plel@e with one edge Bea Section 3.4A e.2 compression). supported and the other 16.2 gross section edge wilh e111111 ter E Flel pulse with both ''� 179, _ Bee Ssdton 3.1.1!!.3 edge@ supported and with I I G'3 gsY1M1, sn Inlermedisla einiener hll■I l 17.1-11.19 M bh+19 Flat plains with _I. I l,! I.sIMYiMIt COMPRESSION T t, IT.i-0.39 btt mew 29. compression edge Ire@, �`f 1 e,! blf■33 IN tension edge supported 1 ' bit■114 11111110,41 COMPONENTS i 11 hll•r�1 17.i•ILIg1 hl► Fist pinto with both edges T Th /1�.r' 18 "• f wl w 116• . ' ISM) OF BEAMS. 1 J�„ - "� e! .. (cotnponenl supported e./� A�1w1711 7gMWwI1 under banding In 111 17.1-Il.11ll hR own plane) Fiat plate with hotl=onlel t, — li�l w 170 311><YIM) sllilener,both edge@ - �,! 1.! AA grate sectionli,T a.1117 sitpporled " foliage t�aNIIWAAIt 1 hit+11 - Unsiltlaned. I f T ZV !., — ' !.• All w IUO 19d111d1M+' S ""BAR pal webs 1--J J.. ��,fI1MYtw,ttl' Irr Wass. _ 5. w•I"4a � W groan �• 11:0110/1tllfl' Selland Ifni webs T=jt�''►C.�'}�-{1 T- Z� — 9 e ll w117 secllon s__e•/ 1 •0.71e,/e,l L U.1J1.11_JJ1 1.9 Table 2-23 <_ 8ev' ,,,,awebts gigolo Allowable Slreeses for BUILDING ,T1 it Slre■e Type of Member er COMFOnenl 3.4. ., and Similar Type Structures TENl3fON,exist Any ten 6053-T6ebn mamba, , Extruolon111t PIPS Rngular lubes,IIruotUMI 4.U'j vN 2 IS I•• 6� ecta TENs10N IN shapes berll IM1111d strong atilt , BEAMR. `'� III ' e.a enlrema Mbar. hound or oval tub■■ -Q U�- 1 "ITE BARS apply is nenwMded membR.end to w.lded net section Shapes bent about wank eats. 1 —1 -1 4 111 e•s mmb we►a al,oeallona IolOW than 1.0 in.tram @weld. bars,plains SHADED BARB apply within 1,0In.of a weld. 17 t Squall ns Irlef■MWIr Me sfrndird and unslndMdNeva epPy M bolo. On rivals end bolls None of secOMW a.i.10. • Tor MEN with aralnnte/antel weld■.aqua SEARING an list surlocn■and ping end on bolls In■blind 6 . 2 11.! g,i,lZ,�3.i.16.1 apply�R•A"�- holes All Wahl"strong Slendsnle■s standwile stress one. A1lewahls Slwrde/ness tllendemetta Umll s, Slettdarlteee t a. EIt►eae Umll S, edwsen a,and S, Type of Strew Type el Member m Compon!nl t,i� i AVr■7t lI.IN■ih11/r11 A11r a 11 14.1.OAM IAIM I COMPAIKOSION 7 ,, .. . . lldMMlWUt' IN COLUMN!!, AN columns 6.! �. 6,� UP■/! aalal.gross eeclton Mail 139AM1 Flat plot@@ supported along arse - .13 edge- ZO columns buckAng■bout o •� C b.!• -• j 6.S bd■ symmetry @rl@ M'■I1 19I1Y11d11' . i' M W l,i 18.1 -It.461M1 w • Flat plot@@ supported @lung Ohs! 0.1 - ..- - , •. 1f11Y1Mlt edge-columne not buckAng @bout _ 63 Nr■17 6.J @ symmetry @Ids s11thM1 IR.1 -0.1i{II�tI h`r'je 1h 9 I l M■7.6 .. Flat ptalse with both •• ` ••• i1mfM1 COMPRESSION �-� + 6 bl■ - IN edges supported �a 1- 0.3 COMPONENTS OP COLUMN!! Flat plains YAM one edge 9.1 Sae 8@cNon E.,•o�i gross supported and other edge with section •etl@ner N Fiat pinion with both any®notion d.1.e•1 aedges supported and wtih F 9.2 an Irde►medlele slNlener R,A.INNIS �11 MI Curved plate@ aupPeliad R• R" s .. (R /fl(I • R'r/»)1 on both edg10 es.wells e1 6•S• ;RrA-Ill ,7.1 s g,u round or oval tubes 1 • A11ew11bN stress Allowable dlrese Blendemeee eMlNlemeee:a� • See. Allewxble 1;1end�frtees Slenderness (,11n1t 8, s(less 1.Im11®, a.ta••rr e,and sr T of Member or Compared 3.4. 11.'e Wr.a 94 117,1N1(1 Type of 511919 1Pe 16.1-Illllx4r. . ' lu IS I,�rr a It • tL�/r.1 Ingle web basins bent about — 1 = � S 1 1• � 1.70 rr A,ll■Ill) Same ea vc strong axle 1i.7- See"3.4.10 R• w' w' ..l e .. .. . .•'. P,4•t 1Q6 12# COMPRESSION -� ® AI/l.bl • ' +��...�- rlfl •!1 I--• 1 " Round or oval tubes � IN BEAMS. 11,9-11.!]Af1 �r 111 'MY"�•�IFI! (dlll'lLr,ld) ealrerne fiber '—IF-- •A7 and reatenguler and `_ — • 13 S — ! gross II.! ' r � L S /��.1.IIw1 ZIP section round section booms 13 1?s./• r>-f'149 16•i-0.111 Lost � 1� s ' (L.3.�3 1 n 14 .! . 6 Ftectanguiat tubes and •�':y . . e,! — Ml.11 1�yrl•At bolt sections 11 U ►eh a 7.4 M.11-11.�1 IS1l(bAl IWI suppollad on a-1 h 15 _ . Flel pleles 6.! I n.l 6•! hll a IRIMIhA) one edge Is Mt 34 19.11-0.1711hA 160r(bill) COMPRESSION Fist plains w11h bath 16 T r\-rA•! Rolla a 166 1t1(MI IN edges supported Hall a 11,7 16.3-Il l9 Asir (R till) • A,Il113)t COMPONENTS 16 A�il•ISIO Curved pans p Rb 16.1' ` • 7.f 0.10 1 1 OP SEAMS, Plains suported AEI r 0.) (Component on both edges Sea SeCNort 3.4.19.2 under unNorm plat piglet with one edge 16.2 Compression). supported end lloe other gross section edge afih sirilener &ee Section 3.4.1e.3 Fist pietas wllh both 16.3 edges supported and w11h bit 1t I,axrrf•n1' an lnlermedlxle xlutener hit a 9.6 1i,9-11.61 M 1.40tM11riP _ hit 74 . Flat pietas with a 17 .- �'! COMPRESSION contprassion edge lies. "L'H"T e.! hf1 a411 (361hf�1 IN tension edge supported 111 5 M1 a 11 i1.9-ILI I1" • . I i6lY1M) COMPONENTS e.! NIA 111 OR BEAMS. Fla)plots with both edges T Th �� 18 , 11.9 ..1)s MI.1119 s�rrswtiAl (Component supported 11 hit a 11.9-II.IM1 N1 19uW ) 111 under bendlnp In plat plots wtih hmleonlsl Tea 19 • — e.5 own plena) sllllanar.both edges I - +e! ' hit a 70 !!,txxrhMlr grass section supported bit a]v 111,7-11.111d hA t9a �lr � 6.! hI1• , Unellllenod ? + ;I ZV — 3.9 100 ]],Ixevrn.lrr� 1 I.J 0.10•70 < SHEAR Ilsl webs �—: _ x•� IN WEBS• x.+ •,' w t.�r•� .t .. 3, Z 1 a prose Brrrrsned poll !,q i eaerlon w-.w�l 1 •O.r(s,/Rrl - TABLE 6. SHEM 44D TENSILE MESSES FOR 5,AIN' ESS ST�sL STEL 37LT5 F ?. wwAE TY?E DVW-: ii c? &REP DII� H.}+DI 'r•• ■ in in Msi N.si Lis lys 45 5.5. 0.1:;E 0.015 U.2E2 33.i 55 D 295 5s.5 79B e S.S. o.,l:� e.cs1 D 3,2 I 3.7 me n =16 1n;, .010 S.S. 0.19D L�.D.'.6 0.35' 9D5 i� 5 5. D242 D.D45 D 4BD 'c3.7 55.D 173E it4 ' S.S. D.250 D.D49 0 4B0 .3.7 55.0 967 11w5 D.SDD : 56.D ,257 2410 R 17 SS. D.2E5 D.D5< — 4173 SIB• S.S. D.375 D.11D D.625 �3.7 5...D 21 r5 5...D S S.S. D.SDD D.795 0.i SD 33-7 �D E?05 15591 3t4 ` SS. D.75D D.442 LDDD '33-7 for the design dCoId-fDnned Winless Stet'SVU6-tu-al Wl_mbe's kSCE4-9D;ag=29 BUILD the REST 230 SUN $ SHADE ROOMS: STRAIGHT EAVE FOUR SEASONS" ROOF PANELS WITH H-BEAMS SUNROOMS _ mioz ill N.America(,of Ovcr 30Years ENGINEERING AND STRUCTURAL LOADING INFORMATION EFFECTIVE DATE 8-04 LD REVISION:B 7 FOOT EAVE HEIGHT 8 FOOT SAVE HEIGHT 9 FOOT SAVE HEIGHT MAXIMUM FROM WALL WINDOW SRE MAXIMUM FRONT WALL WINDOW SZE MAXIMUM FRONT WALL WINDOW SZE UNIT ROOF MAXIMUM ,WINDOW 6'WDODW rWNDOW rWINODW SWNDOW 4WINVOW rWNDOW sWrcow PW-DW SPAN LIVE LOAD ROOF WIND SPEED WPM WEED WNDSPEED WNDSPEED WNDSPM WIND SPEED WIND SPEED WIND SPEED WINO SPEED GOVERNED BY LIVE LOAD EXPOSURE I EXPOSURE EXPOSURE EXPOSURE I EXPOSURE I EXPOSURE EXPOSURE I EXPOSURE I EXPOSURE XM B C O B C O 11 C D B C D B C D B C D B C .D B C D B C O (mph)(mph)(mph)(mph)(mph)(mph)(mph)(mph)Imph)NW+I(mphl 00)(m�Ph)100h)ImPh)(mph)(mph)(mphl":)(m:hl(mph)(mph)(mph)(Dphl(mPh)ImpM Imph) 7 1 ravrwDYwmuur 90 170 13011151 ISO 1125 110 145 110 100 140 105 95 11301 10D 90 11251 95 1 85 115 g0 1 80 1115 90 80 11001 80 1 70 ((() rluvW�uer Wrx+P.x 129 1170 13011151 ISO 1125 110 145 110 100 140 105 95 11301 100 90 1 1251 95 1 85 115 90 1 60 1115 90 80 11001 80 1 70 P mv1WIY W/1+EAY 200 170 130 116 160 125 110 145 110 100 140 105 95 130 100 90 125 95 85 115 90 80 115 gD BO 100 80 70 g r 1YBWILL10rWDNG11 67 160 125 110 160 125 110 145 110 100 130 100 90 130 100 90 125 95 85 115 g0 80 110 85 75 100 80 70 A rwewuurw xaru 97 160 125 110 160 125 110 145 110 100 130 100 90 130 100 90 125 95 85 115 g0 80 110 SS 75 100 80 70 r OSOAIUY WN— 157 ISO 125 110 160 125 110 145 110 100 130 100 90 130 100 90 125 95 85 115 90 80 110 85 75 100 SO 70 g rlmiYru-Y S M 52 160 125 110 160 125 110 145 110 100 130 100 90 130 10D 90 125 95 B5 115 g0 80 110 85 75 100 60 70 A °-uvxwDYWnr+E.w 75 160 125 110 160 125 110 M.110 10D 13D 100 g0 130 100 90 125 95 85 115 90 80 110 BS 75 100 60 70 Paaa.wr wxae.r 122 160 125 110 160 125 110 145 110 100 130 100 90 130 100 90 125 95 85 115 90 80 110 85 75 100 80 70 10 rrwlrw0rvexxwl 41 155 12D 105 155 120 105 145 110 100 125 95 85 125 95 85 125 95 85 110 85 75 110 85 75 100 80 70 ({�) ralrWwlrraxar.r 60 155 120 105 155 120 105 145 110 100 125 95 85 125 95 85 125 95 85 110 85 75 110 85 75 100 80 70 r a.wun WN+GY 97 155 120 105 155 120 105 145 110 100 125 95 85 125 95 85 125 95 85 110 85 75 110 85 75 100 80 70 11 r•• ^WN+Par 33 145 110 100 145 110 100 145 110 100 115 90 SO 115 90 SO 115 90 80 100 80 70 100 60 70 100 80 70 ((1) ruYrWuwwN+em 48 145 110 100 145 110 100 145 110 100 115 90 SO 115 90 80 115 g0 80 100 80 70 100 SO 70 100 BO 70 r maGuw WMeux 79 145 110 100 145 110 1DD 145 110 100 115 90 80 115 go SO 115 g0 SO 100 80 70 100 SO 70 100 80 70 12 rwDrruLrwx+Our 28 140 105 95 140 105 95 14D 105 95 110 85 75 110 85 75 110 85 75 95 70 65 95 70 65 95 70 65 ((T) r•• .•s•�•Wxl+ur 40 140 105 95 140 105 95 140 105 95 110 85 75 110 85 75 110 85 75 95 70 65 95 70 65 95 70 65 PDWAl1B WrxerAY fib 140 105 95 140 105 85 140 105 95 110 BS 75 110 85 75 110 85 75 95 70 65 95 70 65 95 70 65 13 rIDDWwrNW+e.r 23 130 100 90 130 100 90 130 100 90 100 60 70 100180 70 100 80 70 95 70 65 95 70 65 95 70 65 (T() rruDWlYrd WN+PJW 34 130 100 90 130 100 90 130 100 90 100 BO 70 100 80 70 100 80 70 95 70 65 95 70 65 95 70 65 P 6R�NDY YPxae.r 55 130 100 90 130 100 90 130 100 90 100 80 70 1DO 80 70 100 80 70 95 70 65 95 70 65 95 70 65 14 ruYrruux°rpxrwx 20 140 105 95 140 105 95 14D 105 95 115 90 80 115 90 80 115 g0 80 100 80 70 100 80 70 100 80 70 (11) ruNvuDrWx+ux 29 140 105 95 140 105 95 140 105 95 115 90 SO 115 90 80 115 90 80 100 80 70 100 80 70 100 80 70 r OSWAUMWM— 47 140 105 95 140 105 95 140 105 95 115 90 80 115 90 SO 115 g0 80 100 80 70 100 60 70 WO 80 70 15 ruDWawx wNar.Y 17 125 95 85 125 95 85 125 95 65 115 90 80 115 9D 80 115 90 BO 100 BO 70 100 80 70 100 BD 70 (I1) ruDYwOr Wx+e.r 25 I'M 105 85 140 105 95 140 105 95 115 90 80 115 90 SO 115 g0 80 10D 80 70 100 80 70 10D 80 70 romwDr wrx+Dw 40 140 105 95 140 105 95 140 105 95 115 90 80 115 g0 60 115 90 80 100 80 70 100 80 70 100 80 70 16 r=WAL..wN+ew 15 115 g0 80 115 90 60 115 90 SD 110 85 75 110 85 75 110 85 75 95 70 65 95 70 65 95 70 65 (T1) r.uYrrwrwmaur 21 125 95 85 125 95 85 125 95 85 110 85 75 110 85 75 110 85 75 95 70 65 95 70 - 95 70 65 P otwuYrwN+DN 33 125 95 85 125 95 85 125 95 65 110 85 75 110 85 75 IJ10 85 75 95 70 1 65 95 70 r65 1 95 i 70 65 17 12 100 60 70 100 80 70 1D0 80 70 100 80 70 100 80 70 100 80 70 95 70 65 95 70 65 95 70 65 (g) rMDY -WW+EW 19 125 95 85 12 95 BS 125 85 65 110 85 75 110 85 75 110 85 75 95 70 65 95 70 65 95 70 65 P mDIw+�Wm+DOr 27 125 95 85 125 g$ 85 125 95 85 110 85 75 110 85 75 110 BS 75 95 70 65 95 70 65 95 70 65 Iw.a'�'• • ) :!`AM .n. / ., q.� Y,w:nw��......•.r�Xrcimv_ f•�" ; 1 ;iGa .P-�'-ar M ALABAMA ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA IDAHO ILLINOIS "a.'•^ .�:'r:^• - sr . ram^+•`• /$;: j. " / i ;Y r" 1 + +a '7 :.�' n <<<, 'r( .. ..� .f,�•' �1^ ,J L• �r.t _ .mot�r,.S�i,.r -J p �. , ,r, A y�; i f Vi, r .�;" ` ` ;w_t�T�, _, :c • ,n3 1_.:... `" .WrM f ... ..�y��.w...,..Joni•• ....};•»,�j� ... r�..r-i1� .lA''�,�,M,�,J'�, -,`.....' nH✓'( %1,,.-.•...�W++�._X".`_ •�'.;;.rs�"� ,'� ,_ram% `1, w �'!�, � •'1a'{...., ' INDIANA IOWA KANSAS KENTUCKY LOUISIANA MAINE MARYLAND MASSACHUSETTS MICHIGAN MINNESOTA MISSISSIPPI M,a x• �i_,t w �• s o'P'." ;_../•, /$,�.'.+.y' +w ` °r wb 'F ( f �♦ l ,, in 7n _ f fir• f ;{( `r'' / _�x:,�p' % ��•�,�''�eY:. v L �. -�-.P � �, �. +1' Ilk' ``i '!�L �, �,,•_..• _ MISSOURI MONTANA NEBRASKA NEVADA NEW HAMPSHIRE NEW JERSEY NEW MEXICO NEW YORK NORTH CAROLINA NORTH DAKOTA OHIO f lA'^ i m r• ., NOTES: rra �_• oz;,,y, • •N+•� �'�e,�+• 1) H BEAMS TO BE 73RB,OR 74RB ALUMINUM ALLOY IS 6005-T5,PANEL ALLOY IS 3105-H25. 2 OKLAHOMA OREGON PENNSYLVANIA PUERTO RICO RHODE ISLAND SOUTH CAROLINA ) 3)DEAD LOAD OF ROOF SYSTEM RANGES FROM 1.26 TO 2.36 PSF. 4)DEAD LOAD OF ROOF MUST BE SUBTRACTED FROM LOADS SHOWN IN CHART ABOVE. 5)ALL UNITS SHOWN ON THIS PAGE AREACCEPTABLE FOR CONSTRUCTION IN } � {.H�' ` •` SEISMIC ZONE 4. Dr a a .a 6)DEFLECTION LIMITS ARE U120. SOUTH DAKOTA TENNESSEE TEXAS UTAH VERMONT VIRGINIA 7)WINDSARE BASED ONAN ENCLOSED STRUCTURE 8)THIS SUMMARY PERTAINS TO THE STRUCTURAL INTEGRITY OF OUR UNIT UP TO,BUT NOT INCLUDING,THE CONNECTIONS TO THE EXISTING STRUCTURE ANDIORANY NEW CONSTRUCTION.ALL SUBSTRUCTURE DESIGN REQUIREMENTS AND CONNECTIONS TO THE EXISTING STRUCTURE ARE NOT �~, � ��' ::' � •�� 4 INCLUDED IN THE SCOPE OF WORK FOR THE FOUR SEASONS PRODUCT,AND '•�„.`r �- � •q`� + � MUST BE DESIGNED BY OTHERS. Pg�t^ 9)THE ENGINEERING DESIGN SCOPE FOR THE FOUR SEASONS PRODUCT DOES WASHINGTON WEST VIRGINIA WISCONSIN WYOMING D.C. NOTACCOUNT FOR SPECIAL LOAD CONDITIONS CREATED BYATTACHMENTTO THE EXISTING STRUCTURE.THESE MAY INCLUDE SNOW DRIFTING OR UNBALANCE SNOW LOADING.ANY SPECIAL LOADING CONDITIONS MUST BE EVALUATED BY OTHERS. 10)ENGINEERS CERTIFICATION:I CERTIFY THAT THESE ENGINEERING SPECIFICATIONS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION AND THAT I AM A REGISTERED PROFESSIONAL ENGINEER IN THE STATES SHOWN. REFERENCE NUMBER 1100 BUILD the REST 230 SUN & SHADE ROOMS: STRAIGHT EAVE FOUR SEASONS" ROOF PANELS WITHOUT H-BEAMS . S U N R O O M S ENGINEERING AND STRUCTURAL LOADING INFORMATION _......................__.._._.....;A1:SCE 91 NI.nm�'r�ci�(t1r ta'.er JO Years EFFECTIVE DATE 8-04 LD REVISION:B 7 FOOT SAVE HEIGHT 8 FOOT EAVE HEIGHT 9 FOOT EAVE HEIGHT MAXIMUM FRONT WALL WINDOW SIZE MAXIMUM FRONT WALL WINDOW SIZE MAXIMUM FRONT WALL WINDOW SIZE UNIT ROOF YAXIBUM PWIYDOW VWtrmow rWINDOW rwomow rw1YDOW VWINDOW cWDmOW 'MOM 9*WDmt1W SPAN LIVE LOAD ROOF WDm SPEED WINDSPEED WIND SPEED WIYDSPEED WIND SPEED WHO SPEED WMD SPEED WDID SPEED WIND SPEED GOVERNEDBY DVELOAD EXPOSURE EXPOSURE EXPOSURE EXPOSURE EXPOSURE EXPOSURE EXPOSURE I EXPOSURE EXPOSURE Iw9 B C D B C D 8 C D B C D B C D B C D B C D B C D B C D (mph)(mph)(mph)(mDh)(mph)(mph)(myh)(mph (mph)(mph)(mph h)(mph (m ) mph)(mph)( h (mDh)(mph)(mph (mph)(mph)( fi (mph)(mph mph (mph) ruwraw 69 1170 13D 115 1601 125 1110 145 110 100 140 105 95 130 100 90 125 95 85 115 90 SO 115 90 80 100 80 70 7 rwow,LUY 107 170 130 115 160 125 110 145 110 100 140 105 95 130 100 90 125 95 85 115 90 80 115 90 80 100 80 70 tt rmuauY 88 170 130 115 160 125 110 145 110 100 140 105 95 130 100 90 125 95 85 115 90 SD 115 90 BO 100 80 70 52 160 125 1101160 125 110 145 110 100 130 100 90 130 100 90 125 95 85 115 B0 80 110 85 75 100 80 70 6 rALWa 75 160 125 110,160 125 110 145 110 1D0 130 100 90 130 100 90 125 95 85 115 BO 80 110 85 75 100 80 70 1 romNDY 79 160 125 110 160 125 110 145 110 100 130 100 90 130 100 90 125 95 85 115 90 80 110Ift 85 76 100 80 70 r Aunl=Y 40 160 125 110 160 125 110 145 110 100 13D 100 90 130 100 90 125 95 85 115 90 80 110 85 75 1D0 80 70 9 r U MJM 58 160 125 110 160 125 110 145 110 1D0 13D 1C0 90 t30 100 90 125 95 85 115 90 SO 110 85 75 100 80 70 ft rOuLauY 72 160 125 110 16D 125 110 145 110 100 130 100 90 130 100 90 125 95 85 115 90 80 110 85 75 100 80 70 TALUAY W 32 155 12D 105 155 12D 105 145 110 100 125 95 85 125 95 85 125 95 85 110 85 75 110 85 75 100 80 70 10 rr,LUYNLw 46 155 12D 105 155 120 105 145 110 100 125 95 85 125 95 85 125 95 85 110 85 75 110 85 75 100 80 70 rDmauY 66 155 120 105 155 120 105 145 110 100 125 95 85 126 95 85 125 95 85 110 85 75 110 85 75 100 60 70 rau.w 26 145 110 10D 145 110 10D 145 110 100 116 90 80 116 90 80 115 90 SO 100 80 70 100 80 70 1D0 80 70 11 r• 38 145 110 100 145 110 100 145 110 100 115 90 60 115 90 80 115 90 SO 100 BO 70 100 80 70 100 80 70 (� rom m 61 145 110 100 145 110 100 145 110 100 115 90 80 115 90 80 115 90 80 100 BO 70 1D0 80 70 100 80 70 rALWu M 21 140 105 95 140 105 95 140 105 95 710 85 75 110 85 75 110 86 76 95 70 55 95 70 65 95 70 65 12 rawuuw 31 140 105 95 140 105 95 140 105 95 110 85 75 110 85 75 110 85 76 BS 70 65 95 70 65 95 70 65 71 ro®UWY 52 140 105 95 140 105 95 140 105 95 110 85 75 110 85 75 110 85 75 95 70 65 95 7D 65 95 70 65 raUYuwY 18 13D 100 90 130 100 90 130 100 90 100 60 70 100 80 70 100 60 70 95 70 66 95 70 65 95 70 65 13 raI"••w 26 13D 1D0 90 13D 100 90 13D 1D0 90 100 SO 70 100 80 70 100 80 70 95 70 65 95 70 65 95 70 65 R ramauY 44 130 100 90 13D 100 90 130 100 90 100 80 70 100 80 70 100 BO 70 95 70 85 95 70 65 95 70 65 ramvaw 15 175 95 85 125 95 85 125 95 85 115 90 60 115190 80 115190 80 100 80 70 100 80 70 100 50 70 14 rALU—UM 22 140 105 95 140 105 95 140 105 95 115 90 80 115 90 80 115 90 80 100 80 70 100 80 70 100 80 70 g rosaraUY 37 130 100 90 130 100 90 130 100 90 115 90 80 115 90 80 115 90 BO 100 80 70 10D 80 70 100 80 70 rawww 13 110 BS 75 110 BS 75 110 86 75 110 85 75 110 85 75 1t0 BS 75 100 80 70 100 80 70 100 80 70 15 ratnuaw 19 140 105 95 140 105 95 140 105 95 115 90 80 115 90 80 115 90 80 100 BO 70 100 80 70 100 80 70 (( rownuY 32 125 95 S5 125 95 85 125 .95 85 115 90 80 115 90 80 115 90 SD 100 80 70 100 80 70 100 80 70 r aummwm 11 700 BO 70 100 80 70 100 80 70 100 80 70 100 BD 70 100 80 70 95 70 65 95 70 65 95 70 65 16 r—� 16 125 95 85 125 95 85 125 95 85 110 85 75 110 BS 75 110 85 75 95 70 65 95 70 65 95 70 65 ft romuuY 28 115 90 80 116 9D BO 115 90 80 110 65 75 110 85 75 110 85 75 95 70 65 95 70 85 95 70 65 r auWALuY 10 95 70 65 95 70 65 95 70 65 95 70 65 95 70 65 95 70 65 B5 70 65 95 70 BS 95 70 65 17 raYYuwr 14 725 95 85 125 95 BS 125 95 85 170 85 75 110 BS 75 710 85 75 95 70 65 95 70 65 95 70 65 (( raauaur 21 710 85 75 110 BS 75 110 85 75 110 85 75 110 85 75 110 85 75 95 70 65 95 70 65 95 70 65 �?:'..";,"o��;:•.�, 0� .;,�! .`, 'i: A," _ /' {�rS 1. rzs'�_ az..i'//� .f% :i r /: 1�. rt, ° r•' , :A r S .:ilia�a yG�::\ d:.i ry aiw�5 j:f: oCN T..; /ntfj�� 4. ....f..t.. 'r''�•g111,'��-a•• '•riry `nr ail'y .� �� .,h�''al\� `�c�.d•! (w`....t' -fi ALABAMA ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT DFLAWARF FLORIDA GEORGIA IDAHO ILLINOIS ri - •' ._ 4*t .� uvw: $i o1;;•.,., W 'i. '(V '- �i' •�•� �/.f} ._cf „t"c-'Y� cmnF'° Y•'' 1n:•,%F; M1 'd•:,Y.i+� +E=+c,.,y `c ,f.: INIDIANA IOWA KANSAS KENTUCKY LOUISIANA MAINE MARYLAND MASSACHUSETTS//MICHIGAN MINNESOTA MISSISSIPPI .5-- �a yr w .�t duS""•.,4 Al J'� �r K e y a — ;,`�ey�a+°j `4{_�"!, °*hut• •..t S`•� r�,r ,r y DpFa` MISSOURI MONTANA NEBRASKA NEVADA NEW HAMPSHIRE NEW JERSEY NEW MEXICO NEW YORK NORTH CAROLINA NORTH DAKOTA OHIO -Is". RZ NOTES: , rrr,:F' i ` 1)ALUMINUM ALLOY IS 6005-T6,PANEL ALLOY IS 3105-H25. 2)DEAD LOAD OF ROOF SYSTEM RANGES FROM 1.02 TO 2.0.9 PSF.3)DEAD LOAD OF ROOF MUST BE SUBTRACTED FROM LOADS SHOWN IN CHART OKLAHOMA OREGON PENNSYLVANIA PUERTO RICO RHODE ISLAND SOUTH CAROLINA ABOVE_ 4)ALL UNITS SHOWN ON THIS PAGE AREACCEPTABLE FOR CONSTRUCTION IN SEISMICZONE4. �l 5)DEFLECTION LIMITS ARE L/120. Yy 6)WINDS ARE BASED ON AN ENCLOSED STRUCTURE 9 u, �''ww �6 • 4+ �f 7)THIS SUMMARY PERTAINS TO THE STRUCTURAL INTEGRITY OF OUR UNIT UP T0,BUT NOT INCLUDING,THE CONNECTIONS TO THE EXISTING STRUCTURE SOUTH DAKOTA TENNESSEE TEXAS LITAH VERMONT VIRGINIA AND/ORANY NEW CONSTRUCTION.ALL SUBSTRUCTURE DESIGN REQUIREMENTS AND CONNECTIONS TO THE EXISTING STRUCTURE ARE NOT ,,,";'�•., /, t&w"Rz p �:. INCLUDED IN THE SCOPE OF WORK FOR THE FOUR SEASONS PRODUCT,AND 7 ` f J MUST BE DESIGNED BY OTHERS. _• fi/ r_w 8)THE ENGINEERING DESIGN SCOPE FOR THE FOURSEASONS PRODUCT DOES ,• NOTACCOUNT FOR SPECIAL LOAD CONDITIONS CREATED BYATTACHMENTTO ' THEEXISTINGSTRUCTURE.THESE MAY INCLUDE SNOW DRIFTING OR r °- UNBALANCE SNOW LOADING.ANY SPECIAL LOADING CONDITIONS MUST BE WASHINGOTON WEST VIRGINIA WISCONSIN WYOMING D.C. 9)ENGNAEERSCERTIFICATION:ICERTIFYTHATTHESEENGINEERING SPECIFICATIONS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION AND THAT I AMA REGISTERED PROFESSIONAL ENGINEER IN THE STATES SHOWN. REFERENCE NUMBER 1101 BUft.a the BEST FOUR SEASONS- 230 SUN & SHADE ROOMS: STRAIGHT EAVE S U N R O O M S 7" ROOF PANELS WITH H-BEAMS V.%•.Flse.rica for Over 30W ae s ENGINEERING AND STRUCTURAL LOADING INFORMATION EFFECTIVE DATE 8-04 LD REVISION:B 71FOOTSAVEHBGHT 8 FOOT EAVENF3GHT 9FOOT EAVENBGHT MAXIMUM FRDIfr WALL VANDOW SIZE MAXN1111A FRONT WALL W7NOOW SIZE MAIUM N FRONT WALL WINDOW SIZE UNfT ROOF MAXIMUM YVANDO! S'WINODW VVANDON wVANDOW FVANDDW VVANOOW CMDON WVANDOW 6'WINDOW SPAN UVELOAD ROM WINO SPEED VANDSP® VAND SPEED VMSP® WONDSPEED VM SPEED VANDSP® WAND SPED VANDSP® GOVB81®BY LFVELOAD EXPOSURE EXPOSURE EXPOSURE EXPOSURE F%POSURE EXPOSURE EXPOSURE EXPOSURE EXPOSURE (P.n B C I D B I C D B I C D 8 C D B C D B C D B C D B C D B C D C s• s (m)h) (no) (rrph) (MA) (++Ph) (rrFh) (M)h) (0Ph) (++M) (++W9 (rMh) (APh) (rrvh) (Dd+) (0Ph) (rrph) (0Ph) [RO) (M*) (nMl (DPh) 10Ph) (MA) (rrph) 00) (M*i) (r+Ph) ... .. .. 7lFL) .:>Fr.WRHy�EPMSc:•`'i :.B3+,:?73:1 ;50:;.170:• 113q-":yti5j: 9eD .``:92Q': j10?=:t'15'`110 :?100,;'740;' ;105 ;15. :;130F +100: "90'r::125, j9S,,i�85: 8(R.) 7"Yw TH II. a 86 67 55 160 125 110 160 125 110 145 110 100 130 100 90 13D 100 90 125 85 a5 115 90 s0 110 a5 75 100 80 70 a(R.) ::,.'Ta(g7H. 8i51M8.:• ;.;BD, i83:•+'+fi1:;i1D0',:.12S.S :310 •.i.160: :f75<(d110:: 115;'�.110t i100; i130�.`,yDU4'.'9DF'':13D; :.i00:?.9Di- :.125 `BS 10IFL) rVWMWEEAMS 76 59 48 155 120 105 155 120 105 145 110 100 125 95 85 125 95 85 125 95 BS 110 85 75 110 85 75 100 s0 70 11 R. 1t'i'::7.:YNTE111• S is:' r' :%' i 'i146c'<7t0 is 100:5. }: M,fO„ (4110F;'145;. '110; 'fo0. ;a]5i'i:90 i; HBO,'.•;iS115i.•.94.,::+>ED.;::i115..f:811':; �BOIj 5:100.; :80 r. •70':: ``Y00::;BD,:' :;;79;y t404.t ''801:i%7Di 12(R.) 7"VOMN8EAMS 69 54 42 140 lot 95 14o 1o5 95 140 tot 95 ill 85 75 110 85 75 110 8s 75 as 70 65 95 70 65 95 70 65 17 R. aLY.i.7•. ;.,t t: 317 `4oi '{ „:i...'.:t::90?i :Y3o.: 500; 1 ;r. ci •` '700:. i. 'i:>jDB%XBp:: .a oo? BSi`: ;BSi;70:` .`i'b5Ji'++:95{ 170iti ( ) ....:WIT)IK1iWda...,...s(.: ...., 1130....1�... .9D. ...30:. �...... .Eo,.. .7D... 14(R.) TWRH H8EAMs 54 48 37 14D 105 95 140 105 95 140 105 95 115 90 80 115 90 80 11s 90 80 100 00 70 100 80 70 1Do 80 70 16(R.) is?;TVIITHH86WSa�.?;;.47i �9i '35' (140L j10S.^(i95,i i�f40 1D5? r9S:i` 11M�1d05�:95.'.}I':115 f: i.60 Ri BO':. ;115`. '80..`:` 60::�;Y16:. r90 ':m' ij00:` ,80:::40 `-:f00` ''80 :70. i100„ 80Pi f.70' 16(RJ r WRHH-BFAMS 41 41 33 125 95 65 125 95 85 125 95 85 110 85 75 110 85 75 110 85 75 95 70 65 95 70 65 95 M 65 17(R) '::•:rWITHH$59M8,.::* :39:; '36: :31l� ;:125 65:2 :125=`'95:`'.;65:: 125::.:95 �85:': 110:.BS:' 75',":110:'i85':`;75`. :110': 'jay' .75:' -95:;::70;: ;65i .:Y35: �70 SS: :,.as 15(FL) 7'WRHH43EAMS 31 31 30 115 90 SO 115 90 80 115 DO 80 95 M 65 95 M 65 95 70 65 80 95 55 90 65 55 90 65 55 19(FL) '::"::7"WIT11 9F1W5:.-;: 28� �2Si =28>i ij16;??94? ;80; 1iS.�`90 -'6D.;:51153;:90 ;EO i:�95 i;::7A:; :.65;?.`:95,;i::: .. .. - ... ...E}.., i0::::65�:�:'95: '�70::.i:6'S: 20(FL) rwilli BEAMS 25 25 25 110 95 75 110 65 75 110 s5 75 95 70 65 95 70 65 95 70 85 - - - - - - - - - .. .. 22.; .. �? ;. :�; 365. =00, :BS.; .65,:�:a0.:. 95::,'':65-: 21") W(R(IE)36NMs:;':1}: :; .?z 22`';1os;��, 7!2':; i6s::80.t:'::r7Da 1Dt�: eai 7D�[ eD: 22(FL) 7VATHH41EAMS 20 2D 20 1 105 so 70 1RLS 70 1058070 90 65 55 90 65 55 90 65 65...27(R) '19: "1B' '1B; '100HI:: 777 i7 :70': 100: 80.:::,70;' ':"u(FL) rwRH HBFAMs 17 17 17 100 00 70 1 70 1D0 80 70 - - - - - - - - - - - i{�.�yyyp��pp/�.� Y�'l: ,.. .r'•<- JyU-��;%��, f ::K• `q�l"1F}ur.:._ s:uF°'�ii•�':`'t. >�:.V ��' :x f .:�' fi"� � •11 �� I �� 49 �� M'.r:+y�:_ .':✓y'�,t'3' �' rr . .�,f,F e.�rii.)q � ,.0�•r("..:wwa_ Prwur_ � u�nr4e _-. i�:1.- syp•�, :i:inao._ f•`" _ _ '�,,M "y,,:J Rio r<.M, `'•en:n�/� E�i�A�+s`.,�.,• -\ '•'•"e'^^w+`..• °'hi,. '?'.y`ya a*`` '�lar ..,::,p.i .??tixl, \�lr .� .S� �'%r:,;'�J ALABAMA ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT DFLAWARF FLORIDA GEORGIA IDAHO ILLINOIS (10, ow1 �2i'f�tea .�1;y ':,t'•w.rr,.•. , INDIANA IOWA KANSAS KENTUCKY LOUISIANA MAINE MARYLAND MASSACHUSETTS MICHIGAN MINNESOTA MISSISSIPPI dFH w'erti ) a: cnl.a •F, 4 ;�; .� yr. '- •:��', � �) '� � �� J.`�1�) r..+^ �^ .:,(,_;,�ti 1 f ..'v!:,_s �T •.�f.-r.{:Y �''.l - 1:" 1I� /AfI:S_...,8,!`�... - k :cif Y•. 7 in,�F, ".sty' r � 4... � •,fR' �� r� '• Ty �� '��• ��s, vI, ' T° `i 1'c�',�,,..,,irp•'�Y .,r•-""' � PtvrF `�,;�r.,M� •.l��F..� ,� � '=4�-z`'„'='•;.. '�Yy:<T.idf ��i1N....,r' n ruyd,•.J •..Yh1 ' ��. a _.,4 '.1 mr�,� rl'J Crfi,• .fJ", _ . ..__. t,v+valrluLrlr+_._.__..__. JA 2..•..,,�•'{"��`7� MISSOURI MONTANA NEBRASKA NEVADA NEW HAMPSHIRE NEW JERSEY N ?&� COp4fWyQ(BB Dl4NBYhY EiA4 I A�r0ENt7FCTAM.,024 _ T .+• A - ALUMINUM ALLOY 3105 H•254 TOP SIDE. -'� r' 'r �' �"` 1• / 2)GLUE STRUCTURAL ADHESIVE MORAD M•610. A� Y+� '/' ' /•J 3)DEAD LOAD OF ROOF MUST BE SUBTRACTED FROM LOADS SHOWN IN CHART ABOVE. .��,.� ,. .err' o •.,. Dr `a� 4) DEAD LOAD OF ROOF SYSTEM IS 1.95 PSF. Cg+�L+?•,zn„Sg:G• "�h` 5)ALL UNITS SHOWN ON THIS PAGE ARE ACCEPTABLE FOR CONSTRUCTION IN OKLAHOMA OREGON PENNSYLVANIA PUERTO RICO RHODE ISLAND SOUTH CAROLINA SEISMIC ZONE 4. 6)DEFLECTION LIMITS ARE U120. 7)ROOF LOAD BASED ON 2'OVERHANG. 1'OVERHANG MAY HAVE A HIGHER LOADING ABOVE THE BOLD LINE. -.,\ __.._.1•- 7 a:�s "'"'""""`�' 8)ROOF LOAD COLUMNS 4',5',AND 6'CORRESPOND TO THE MAXIMUM WINDOW SIZE OF THE UNIT. 9)THIS SUMMARY PERTAINS TO THE STRUCTURAL INTEGRITY OF OUR UNIT UP TO, SOUTH DAKOTA TENNESSEE TEXAS UTAH VERMONT VIRGINIA BUT NOT INCLUDING,THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR „•,",'.';•., ; �� t �! ANY NEW CONSTRUCTION.ALL SUBSTRUCTURE DESIGN REQUIREMENTS AND CONNECTIONS TO THE EXISTING STRUCTURE ARE NOT INCLUDED IN THE lap SCOPE OF WORK FOR THE FOUR SEASONS PRODUCT,AND MUST BE DESIGNED BY OTHERS. �`•••" '�!evyi'1`�''�� yA"i�MS� k..,.s .. 10)THE ENGIRING DESIGN SCOPE FOR THE FOUR SEASONS PRODUCT DOES WASIiINGTON WEST VIRGIN IA WISCONSIN WYOMING D.C. OTACCOUNTNEEFORSPECIALLOADCONDITIONS CREATED BYATTACHMENTTO THE EXISTING STRUCTURE.THESE MAY INCLUDE SNOW DRIFTING OR UNBALANCE SNOW LOADING.ANY SPECIAL LOADING CONDITIONS MUST BE EVALUATED BY OTHERS, 11)ENGINEERS CERTIFICATION:I CERTIFY THAT THESE ENGINEERING SPECIFICATIONS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION AND THAT I AM A REGISTERED PROFESSIONAL ENGINEER IN THE STATES SHOWN. REFERENCE NUMBER:1102 BUILD the BEST 230 SUN & SHADE ROOMS: STRAIGHT EAVE FOUR SEASONS S U N R O O M S 7" ROOF PANELS WITHOUT H-BEAMS .......__.____._, t.1iX(SZ IR AI.%�rF}v7iCa tQ7 O•:er 30'reo;s ENGINEERING AND STRUCTURAL LOADING INFORMATION EFFECTIVE DATE 8-04 LD REVISION:B 7 FOOT EAVEHEHGHT 5 FOOT EAVEHOGHT 9 FOOf EAVEHSGHT MAXIMUM FROM WALL WINDOW SIZE MAXIMUM FROM WALL WINDOW SIZE MAXIMUM FRONT WALL WINDOW SIZE UNIT ROOF MAXIMUM 4'WINDOW 6'WINDOW 6'WI D01W 4'WINDOW 5'WINDOW V WINDOW P WINDOW V WINDOW 6'WINDOW SPAN LWELOAD ROOF WINDSPEED WINDSPEED WINDSPEM WINDSPEED WINDSPEM WIND SPEED W DSPEM WDOSP® WINDSPEED GOVERR®BY LIVELOAD EXPOSURE EXPOSURE EXPOSURE EXPOSURE EXPOSURE EXPOSURE FXXP'OSURE EXPOSURE EXPOSUFM lPyq B TC D B C D B C D B C D B C D B C D B C D B C 0 B C D e 5' S' (nph) (Wh) (mPh) (I") (.Ph) (.ph) 61Ph) (m4) (.") (.0) (nPh) (mh) (.Ph) (rrph) (rrph) (nPh) (noh) (.Ph) (nph) (00) (RM) (M*) (.h) (mph) (M h) (Mh) I7IO 7(R) T-WMHFBEAMS 93 73 58 170 130 115 160 125 110 145 110 100 140 105 95 130 100 00 125 95 ES 115 90 80 115 90 80 100 80 70 a(R) T-WITHOMIFBEAMS 86 67 65 160 125 110 160 125 110 145 110 100 130 10D 90 130 100 90 125 95 85 115 90 80 110 85 75 100 80 70 9(R) T'WRNOIT H•BFAMS 80 63 51 160 125 110 100 125 110 145 110 100 130 100 90 130 100 00 126 95 85 115 90 80 110 85 75 100 So 70 10(R) 7-VATHOUTWBEAMS 76 59 48 155 120 105 155 120 105 145 110 100 125 95 85 125 95 85 125 95 85 110 05 75 110 95 75 100 80 70 11(FI) 7-WITHDUT WBEAMS 66 67 45 145 110 100 145 110 110 145 110 100 115 90 80 115 90 80 115 DO 80 100 80 70 100 80 70 100 80 70 12(R) T'WRHOUTWBEAMS 65 64 42 140 105 85 140 105 96 140 IDS 95 110 85 75 110 05 75 110 65 75 95 70 65 95 70 65 95 70 65 13(R) 7-WITHOUTWBEMIS 46 46 40 1 13D 100 90 130 100 90 130 1D0 90 100 60 70 100 80 70 100 SO 70 95 70 65 95 70 65 95 70 65 14(R) 7-WITHOWWOEM1S 39 39 37 140 105 65 140 105 95 140 105 95 115 90 00 115 90 W 115 90 80 100 SO 70 100 so 70 100 80 70 16(R 10) 7-WITHOUTWBEAMS 34 34 34 140 5 95 140 1D5 95 143 105 95 115 90 80 115 9080 11S 00 so 100 80 70 1D0 60 70 100 1 80 70 16(R) 7-WITHOUT HFBEAMS 30 30 30 125 95 85 126 95 85 125 95 85 110 85 75 110 85 75 110 85 75 95 70 Its 95 70 65 95 70 65 17(R) 7-WITHOITKBEAMS 26 26 26 125 95 85 125 95 85 125 05 85 110 85 75 110 85 75 110 85 75 95 70 65 95 70 65 95 70 65 76(R) T-WrrHOUTWBEAMS 23 23 23 115 90 80 11S 90 80 115 90 80 85 70 65 95 70 65 95 70 65 90 65 55 90 65 55 90 SS 55 19(Ft) 7-WRHDUT H41FAMS 20 20 20 115 90 80 115 90 0D 115 90 80 95 70 65 95 70 65 95 70 65 - - - 20(RI 7-WITHDUTHFBEAMS 18 18 18 110 85 75 110 85 75 110 85 75 BE 70 65 95 70 (5 95 70 65 - - - - - - - 21(R) 7-WITHOUT IFBEAMS T 16 18 78 105 00 70 t0i 80 70 105 EO 70 80 65 65 BO 65 56 90 65 - 22(R) 7-WITHOUT WBEMIS 15 15 15 105 80 70 105 80 70 105 80 70 90 65 55 90 65 55 90 65 55 - - - - - 23(R) 7-WITHOUT WBEAMS 13 13 13 100 80 70 f00 80 70 100 80 70 - - 21(R RHOU ) 7-WT N•BEAMS 12 12 12 100 80 70 100 80 70 100 00 70 - _ - - - - - - - - - - - - - - - r6tr9•..,�,��'�r". �)'�";"_. -�� +. , � 55(Sy.? Y��`�;^'-t�f,- '^(r'� ,�r$� .,Rl`� ! �� ` -- 1\ � ) _ Aw': `'..ru• a \;+»r•'� n1 �'ltv'RUO��e! y��a.��•• }°+ra'�_• ALA13AMA ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA IDAHO ILLINOIS aai�. ..� :`w...,,. f 1,gT .. ar•Sr / :�'�f'`Yj+,, oz— A" �`^ah. -Y/ _. I�.r av•F. INDIANA IOWA KANSAS KENTUCKY LOUISIANA MAINE MARYLAND MASSACHUSETTS MICHIGAN MINNESOTA MISSISSIPPI -A'+k ��. _ �I f �:. err ••,, )/�; cu .„ f yN`^•"�', t"� �*a�/'x iCo.-. •.n�r1fJ °� '1,q nn+' .-y..i' :kvx+'y. ?h.'..,,� �0F✓•� MISSOURI MONTANA NEBRASKA NEVADA NEW HAMPSHIRE NEW JERSEY NEW MEXICO NEW YORK NORTH CAROLINA NORTH DAKOTA OHIO is ,��.,3 .. .. ��!.f� ,7.5.'.•lw�r ..,..�,��"' ^ `'�''"".PS NOTES: OKLAHOMA OREGON PENNSYLVANIA PUERTO RICO RHODE ISLAND SOUTH CAROLINA 1)ROOF PANEL CONSTRUCTION:.024 ALUMINUM ALLOY 3105 H-254 BOTTOM SIDE T yea a •4 OF PANEL.CORE IS 1.5 LB DENSITY EPS(EXPANDED POLYSTYRENE)FOAM..024 ALUMINUM ALLOY 3105 H-254 TOP SIDE. 2)GLUE STRUCTURALADHESIVE MORAD M-610. 3)DEAD LOAD OF ROOF MUST BE SUBTRACTED FROM LOADS SHOWN IN CHART ABOVE. SOUTH DAKOTA TENNESSEE TEXAS UTAH VERMONT VIRGINIA 4)DEAD LOAD OF ROOF SYSTEM IS 1.5E PSF. 5)ALL UNITS SHOWN ON THIS PAGEARE ACCEPTABLE FOR CONSTRUCTION IN "�'`�• "" /• SEISMIC ZONE 4. 6)^- DEFLECTION LIMITS ARE L/120. ,._";'T �� }•-) i� "i 7 ROOF LOAD BASED ON 2'OVERHANG. 1'OVERHANG MAY HAVE HIGHER LOADING 'r ) "� ABOVE THE BOLD LINE 8)ROOF LOAD COLUMNS 4',5',AND 6'CORRESPONDTO THE MAXIMUM WINDOW SIZE WASHINGTON WEST VIRGINIA WISCONSIN WYOMING D.C. OF THE UNIT. 7)THIS SUMMARY PERTAINS TO THE STRUCTURAL INTEGRITY OF OUR UNIT UP TO, BUT NOT INCLUDING,THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR ANY NEW CONSTRUCTION.ALL SUBSTRUCTURE DESIGN REQUIREMENTS AND CONNECTIONS TO THE EXISTING STRUCTUREARE NOT INCLUDED IN THE SCOPE OF WORK FOR THE FOUR SEASONS PRODUCT,AND MUST BE DESIGNED BY OTHERS. 8)THE ENGINEERING DESIGN SCOPE FOR THE FOUR SEASONS PRODUCT DOES NOTACCOUNT FOR SPECIAL LOAD CONDITIONS CREATED BYATTACHMENT TO THE EXISTING STRUCTURE.THESE MAY INCLUDE SNOW DRIFTING OR UNBALANCE SNOW LOADING.ANY SPECIAL LOADING CONDITIONS MUST BE EVALUATED BY OTHERS. 9)ENGINEERS CERTIFICATION:1 CERTIFY THAT THESE ENGINEERING SPECIFICATIONS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION AND THAT I AM A REGISTERED PROFESSIONAL ENGINEER IN THE STATES SHOWN. REFERENCE NUMBER:1103 A.S. Engineering Services,P.C. Long Island New York Florida 100 Duffy Avenue, Suite 51040928 630 Fifth Avenue,Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date ChWd by Date Sheet no./rev. AS 3-13-2023 Page 1 of 26 ENGINEERING CALCULATIONS FOUR SEASONS ALL SEASONS SUN & SHADE STRAIGHT EAVE MODEL 12'-0" PROJECTION BY 20'-0" OVERALL ROOF WIDTH WITH 4" 1 .5 PCF ALUM/ALUM ROOF PANELS W/ ROOF H'S FOR THE DeFRANCO RESIDENCE LOCATED AT: 716 SHORE ROAD GREENPORT, NEW YORK 11944 DATE: March 13, 2023 THE ABOVE-INDICATED PROJECT HAS BEEN EXAMINED FOR 20 psf EQUIVALENT UNIFORM ROOF LOAD & Vult = 130 mph EXPOSURE B WIND LOAD AS PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND EITHER MEETS OR EXCEEDS THESE LOADINGS Of N�VIi r v R°fi�ss+aN� Office: 631-560-0259 Fax: 631-938-0784 www.asenaineeringservices.com A.S. Engineering Services,P.C. Lonq Island New York Florida 100 Duffy Avenue,Suite 51040928 630 Fifth Avenue,Suite 2000 P.O. Box 210 Hicksville, New York New York, New York Terra Ceia, Florida Project Name Project Address DeFranco 715 SHORE ROAD Residence GREENPORT, NEW YORK 11944 Calc.by Date Chk'd by Date Sheet no./rev. AS 3-13-2023 Page 1 O U ENGINEERING CALCULATIONS FOUR SEASONS ALL SEASONS SUN & SHADE STRAIGHT EAVE MODEL 12'-0" PROJECTION BY 20'-0" OVERALL ROOF WIDTH WITH 4" 1.5 PCF ALUM/ALUM ROOF PANELS W/ ROOF H'S FOR THE DeFRANCO RESIDENCE LOCATED AT: 715 SHORE ROAD GREENPORT, NEW YORK 11944 DATE: March 13, 2023 THE ABOVE--INDICATED PROJECT HAS BEEN-EXAMINED FOR- 20 psf EQUIVALENT UNIFORM ROOF LOAD & Vult = 130 mph EXPOSURE B WIND LOAD AS PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND EITHER MEETS OR EXCEEDS THESE LOADINGS OF New ks sP.ygo O M w Office: 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com