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Home My WebLink About32945-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32626 Date: 09/24/07 THIS CERTIFIES that the bui1ding ADDITIONS Location of property: 15625 NEW (HOUSE NO.) County Tax Map No. 473889 Section 117 SUFFOLK AVE (STREET) B10ck 6 NEW SUFFOLK (HAMLET) Lot 16.5 Subdivision FHed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore fi1ed in this office dated APRIL 13, 2007 pursuant to which Bui1ding Permit No. 32945-Z dated APRIL 25, 2007 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 & SUNROOM ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ANGELO & ROSARIA LIBERATORE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMEI!lT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A ~~> thorized Signature Rev. 1/81 Ii; n ~7 r, ".' <-' ._-_.~_.~, I' 24 I~ J ....,wL@. -0 ty, >-f 01 . , _~~.d, Yl Y . . r~ ""......~ ~ W ~ \::'.' II 9.S? FormNo.6 .~ IS tln_, 'J~ TOWN OF 80UTHO P.I .. . BUILDING DEP ARTM~ ,\2 4. U \ TOWN HALL! U \ 765-1802 . L-;:-c~p~. , rlVN 0' c" THO'l__ APPLICATION FOR CERTIFICATE OFBCCUPANCY i )) ~ ~ uur- - L-. l" U;, DEP"':". TnWN F S"!;THOcD This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings. property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (8-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 211 0 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" [and uses: I. Accurate survey of property showing all property lines, streets. building and unusual natural or topographic features. 2. A properly completed application mld consent to inspect signed by the applicant. If a Certificate of Occupancy is denied; the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. c;, I // ./ )i.. ('7 New Construction: Old or Pre-existing Building: y LocationofProperty /.,;:,.- G 2 ~ 'i-/::LAJ S,) F"=FoLI<!, (f1= House No Street) Owner or Owners of Property: r-t,J""icL"::> /r2 o.s~ .,1 {L-,,~r:L1} to(<...:;; Suffolk County Tax Map No 1000, Section ( I { Block h (check one) Jcv..) ~u f:'FoLI< Hamlet Lot Ie'), ~ Subdivision ~ Filed Map. . Date of Permit. #! 5/~ f Applicant: ( ( Health Dept. Approval: _______________ Underwriters Approval: Lot: Pennit No. ~2 t:t Jt. ~ c;, ;< C,\J ~ Q , , H~k6 (I,'" F) 7' Planning Board Approval: ___ Request for: Temporary Certificate Final Certificate: ~ (check one) Fee Submitted: $ 2.S rJLI." -~:t;~~ Tw. Applicant Signature ~. 71 \\% cO f:j~~cH FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32945 Z Date APRIL 25, 2007 Permission is hereby granted to: ANGELO LIBERATORE PO BOX 31 NEW SUFFOLK,NY 11956 for : DECK & SUNROOM ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 15625 NEW SUFFOLK AVE NEW SUFFOLK County Tax Map No. 473889 Section 117 Block 0006 Lot No. 016.005 pursuant to application dated APRIL 13, 2007 and approved by the Building Inspector to expire on OCTOBER 25, 2008. Fee $ 200.00 .....7 ~J ~;~ ~L I Authorized Signature ORIGINAL Rev. 5/8/02 3d-1L/-S z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION o FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: p~ 4, ~oi: V6 E.~) ~~N2tf&1 DATE ~-- Jo -07 INSPECTOR ~~ J 'J--9lfr ~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION ~ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION .N, FRAMING I STRAPPING [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRIJCnON [ ] FIRE RESISTANT PENETRATION REMARKS: Ft tYVL ~ DATE t ---1/_0 1 INSPECTOR ~~ 3;)-~ fs z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION )X(FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~=~ -~~ ~~., / DATE S ~ 31 ~ 07 INSPECTOR ~~ STREET 5 b .;:: I=': VILLAGE DIST. SUB. .- - 3 LOT 4 .... .,.. C. i .. I ('7 - (." I WNER '-.J TOWN OF SOUTHOLD PROPERTY RECORD CARD ..,. S W TYPE OF BUILDING SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS cJ 0 I oo'ttJ b700 11~ / 10 ifc-o (II-C) j(6ur6f.. Ii> Ir~Vlt.'.r-i/.tr 2-- '0.:1 (/t JdC) lable . 144- ~e IOd land adowlond use Plot LIk Ibco I bOO 'al lie 7~ ---- FRONTAGE ON WATER FRONTAGE ON ROAD DEPTH BULKHEAD /"'.:;:., S'-'" ,<,/:.50 /""." /-C'\/ - COLOR ~!lu~ TRIM wlA.,l,..~ I .-. o. 1"1 10: . " i 2>1 l~ ..i. 1 U .~ ~c k-cl 1<; !'I/ " II<. 111 I , I 12I-~ ~ 11-' ~ - - ., " >I' . , , I I "'.. 2/9'h 1 ~ .~' , ,~ \ - H b'" .. to !I~ ~ /0'41(0 '" 1100 I 'I ,0 ",*1. Bldg. '5 I{ I'"" 'O=:, ... Extension ., ~~.,<~~ qo ~ ~?~ :3$(l 31'l3 R. 'I. )( \2. ~ 72.. Extension 1'$ '(:>.-q =- "l-:3c .7 K a c '56 _ .we~en 4-"f2. 7/S 11066 1')(2~ :0 6- ~"N IB)( :!.\ :0- 5:$~ o~ ~of,q . Foundation ~,C Bath .21'2_ Dinette Parch ~~~t-~ ~~t '7 ~r."l... ,Eo It I Basement .c., \ , Floors K. ./ Ext, Walls , Interior Finish LR. Porch \J \"'1" tl.-l>R <;/!I- ..( Breezeway Fire Place \{~ Heat o ~ \ DR. ./ Ga rage ",1.)(.2."-1 ':, ~'5:c. ,<.5" (,,90 Type Roof Rooms 1 st Floor BR(~ ~ "") .; Patio - Recreation Room Rooms 2nd Floor RR.. ~ fltl-:-B ~'f.( O. B. r ~,;; 87Jf, . Dormer Driveway , 1""""-' IY'7 'c. .0 Total \....:../ . z . " FIELD INSPECTION REPORT FOUNDATION (1ST) ------------------------------------- FOUNDATION (2ND) ROUGH FRAMING & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE FINAL --- e---- DATE I , 5"~( /l17 J M"' 7 . v I J _ /fl/ff i 1 , ~ .,#!/f:' , J "' . . PO ~~ G~ \'\0;; COMMENTS . 1&//-0 1 +- -D~- >" k /YLA -1 (/ -tJ K -- .- - -- ----.-. --.--- ==.===~~- ---, 1 /Hl. ~ /1 ~ ",-(\ JA_ '7' ~ DK J J .-.J f- ADDITIONAL COMMENTS ------------.,.. -----.-----------..----- , .~ v;z ~9 a- 1T -. .....1 0< ~7 "-r-'1./77 77 ;::s ~ t"[;; " t'l { ~ .(t ,-- t~ .., t ~ Nfl /IV nfu,;; , .Nti)"(i I ~, I 0 . v ~ ~ t. ~ -~ .- ~o f~ S-!B t &: .-- at'l ~~ CS-::l <X(~ C-.~ -~ J::,.., == 1::1 t'l ... :-3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.net/Southold/ PERMIT NO. '3 .,L ~..f) ~ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Bo~dofHe~th / 4 sets of Building Plans - Plannin:7"d approval Survey Check ..}I-~Jl Lfgv Septic Form N.Y.S.D.E.C. Trustees Contact: ~)'20Q.J- V,20~ Examined Approved Disapproved aI c Mail to: Expiration /D/d-J', 20~ I Phone: 7 9, 'f ~ r9. 0 J I PR..a 2(:7 APPLICATION FOR BUILDING PERMIT Date ANII , 10 ,2007 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to tbe Building Inspector witb 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location oflot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall te kept on tbe premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until tbe Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after tbe date of issuance or has not been completed within 18 months from such date. If no zoning amendments or otber regulations affecting the property have been enacted in tbe interim, the Building Inspector may authorize, in writing, the extension oftbe permit for an addition six months. Thereafter, a new permit shall be required. APPLICA nON IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of South old, Suffolk County, New York, and otber applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regula' , an 0 ad . autborized inspectors on premises and in building for necessary inspections. JIb"$' fVI~/n 12d J C:v./.eI/fJ'jve. (Mailing address of appli[ant) State whetber applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises t ,berlt. ~re. (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer A-s-ell f , An '1 e/ IJ .,. (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: J,t5~'" /II-e-w -51/110/)( /}IIG- House Number Street Ale"" 51/ 110/ k Hamlet County Tax Map No. 1000 Section J 17 Subdivision Block tf Filed Map No. ,:t" l..':'" ,.[, Lot it;'j;;:o'::i '. Lot' ,j ,"'5,'~ . (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy R <!5,J ,,,, ~ <. b. Intended use and occupancy t<~',)M~i!. 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost_I L " t:l d 0 Addition X. Other Work Alteration (Description) Fee 5. If dwelling, number of dwelling units I If garage, number of cars (To be paid on filing this application) Number of dwelling units on each floor po I A 6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear' 8. Dimensions of entire new construction: Front Height Number of Stories Rear.jKI-811 I Depth 9. Size oflot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ((-4() ... 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO L 13. Will lot be re-graded? YES_NO L Will excess fill be removed from premises? YES_NO L 14. Names of Owner of Name of Architect Name of Contractor oY'c.. Address W12S- N,,,., 5v#/k...rAt6le No. Address3211~ M4tn If,l.. Phone No ? 31-.2 ()!) Address Phone No. 15 a. Is this property within 100 feet ofa tidal wetland or a freshwater wetland? *YES_NO ~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) ss: being duly sworn, d,eposes and says that (s)he is the applicant ame of individual signing contract) above named, (S)He is the tJ-;-e.. ;. (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 /:.# DWELLy/~) ;~KPOOL '\ / 11 ~ " ,,~ III S78"J4'fJb-:E -;i- f I I TE:ST_~OL~~ T.S.) 8 \\ ! LOW ti 10 -4 ~ I _ SWO ~ ..., I ...... G~1'fL I -/1 I a b~'~~-- I ~~..'\"""'" I \t<.~.... ~ , ~s~ \ u!T" .... (26.5) (27.0) a wru 1111 ~78"34'OO.W 3J!0) , 25.7' 8.0' (26.0) 53' 95.00' (t .' PROPOSED . LOT .J I ~ " DWELLING 1 8 . VACANT ill 1 1 , F.F.-28.0 ~ . \ R_', \ '0.2' \JO.S' GAR "" ,.- (24.S) H;., G.r.: :: LAND N/F OF \ ..: 26.5 ~ OUINTIERI 22.7' \ (25.5) : ':~5EfTfx:.IN~WN 1 \ 1 I I , . \ i\ \~"_ /-_' 1 t:; 1 ..th. -... I'" ~ I 'IT "\,~ --- 0 --'5D.ao~__ \ NYr/'7 \ LOT 5 OWELLING WELL ... SEPTIC \ OVER 150' FROM PROPERTY ---- ..J J: a $ J: ~ ~ (t ~ , I , I 368.14' , 'B. '9.45 NEW \ .' DWELLING \ WELL ... SEPTIC OVER 100' FROM PROPERTY _l' 245.~~' .. (2B.0) VACANT LOT 4 o 49.838 S.F. - 1.144 Ac. - ..~,. ~ ~ ~ ~~~~ ~~~~ I~~ I;a 18 ~~~~ ~ ~~g~ to ~Clfu I:) VI Ii) DII(lL 80'1< IN CEllAR ~ a f ,20.57 , , o '" 22.JJ 2J.'7 .JO. \ 27.2' on .... SUFFOLK A VENUE ....".!I. R.O.W. :Z:Z':I: ASHAL T SURF'ACE: I ~J THE WATER SUPPLY AND SEWAGE DISPOSAL FOR THIS RESIDENCE WILL CONFORM TO THE STANDARDS OF THE SUFFOLK COUNTY DEPT. OF HEALTH SERVICES. SURVEY OF LOn~A MAP OF KOUROS ACRES SITUA TE AT NEW SUFFOLK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SCALE ,. = 50' JULY 28, 1991 ;UFFOLK COUNTY DEPT. OF HEALTH ;ERV/CES FOR APPROVAL OF CONST. ONLY 'iEF. NO. IPPROVED BY: lOB NO. F792 WAP NO. 6692 f:'ILED ?EVISI NS: Sll~~~::nly AUG 0 6 1997 i Oap!. Uf Health SeMcee i Office Of WIII"n8ler S,C.T.M, DIST. 1000 SEC. l11BLK. 6 Lor 16,5 [M]~' ~lPd .'bItl,..... . . :i.... ontauk Highway Sayville, N. Y. . '2 H...... 'Pton ... N. Y. . 11946 (516) 589- 637 (51 ~ 128-5330 11ft;' tire ~. of: Poul T. Canol/zo. 1..5. RoIHIrt A. Kart, 1..5, Good Ground Surw)lOl8. P.C. ~ 23, Pennit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release I Data filename: Z:\BP - WORKIBP - WORK 2007\0712 - Liberatore Residence - New Suffolk\0709 - Energy.rck PROJECT TITLE: Liberatore Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric WINDOW / WALL RATIO: 0.00 DATE: 04/22/07 DATE OF PLANS: March 28, 2007 PROJECT DESCRIPTION: Additions and Alterations to Existing Residence ~l z ~/ O=r- DESIGNER/CONTRACTOR: Boulevard Planning P.C. 32645 Main Road Cutchogue, N.Y. 11935 COMPLIANCE: Passes Maximum UA ~ 51 Your Home VA ~ 48 5.9% Better Than Code (VA) Wall I: Other Crawl I: Solid Concrete or Masonry Wall height: 4.0' Depth below grade: 3.0' Insulation depth: 3.0' Gross Glazing Area or Cavity Cont. or Door Perimeter R~Va]ue R-Vallle lJ-Factor !lA 242 0.130 31 242 0.0 20.0 17 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this pennit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. Wben a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his /her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release I DATE: 04/22/07 PROJECT TITLE: Liberatore Residence Bldg. Dept. Vse Above-Grade Walls: [] 1. Wall I: Olber, V-factor: 0.130 Documentation must be submitted verirying the overall assembly V-factor. The V-factor must be developed in accordance with accepted engineering practice. Comments: Crawl Space Walls: [] I. Crawl I: Solid Concrete or Masonry, 4.0' ht/3.0' bg/3.0' insul, R-20.0 continuous insulation Comments: Applies to walls of unventilated crawl spaces. Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Air Leakage: Joints, peneltations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be I) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment must be installed in accordance with the manufacturer's installation instructions. Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing V-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ Supply ducts in unconditioned spaces must be insulated to R-8. [ Return ducts in unconditioned spaces (except basements) must be insulated to R- [ Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [] All joints, seams, and connections must be securely fastened witb welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 18 I A or UL 181 B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pal. [] The HV AC system must provide a means for balancing air and water systems. Temperature Controls: [] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed witb tight fitting non-combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless tbe water heater has an integral heat trap or is part of a circulating system. Insulate circulating hot water pipes to the levels in Table I. Circulating Hot Water Systems: [] Insulate circulating hot water pipes to the levels in Table I. Swimming Pools: [] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [] HV AC piping conveying fluids above 105 "F or chilled fluids below 55 "F must be insulated to the levels in Table 2. Heated Water Table I: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches bv Pine Sizes Non-CirculatinQ Runouts Circulatinll Mains and Runoutl\ Unto I" lInto 125" 15"t020" Over 2" 0.5 1.0 1.5 2.0 0.5 0.5 1.0 1.5 0.5 0.5 0.5 1.0 Temnerature ( F) 170-180 140-160 100-130 Table 2: Minimum Insulation Thicknessfor HVAC Pipes. Fluid Temp. Insulation Thickness in Inches bv Pine Sizes Pininl! ~vstem Tvnes Range ( F) 2" Runouts I" and Less 1.25" to 2" 2 5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) This package is intended to provide the necessary engineering data to safely design and construct various patio room enclosures. The information is general in nature and must be interpreted and applied .. by 0 qualified construction professional. ~ CA1EGOAIES: o CATEGoRY I A ROOF OR A COVERING OF AN OUTDOOR SPACE. lHE OPENINGS SHALL BE PERIIITTED TO BE ENCLOSEO WITH INSECT SCREENING OR 20 MIL MAX. lHlCKNESS PIAST1C FILM. lHE SPACE IS OEFlNEO AS NONHABlTABLE AND UNCONomoNEO. PRESIDENTIAL SHED II GENERAL REOUIREMENTS FOR SUNROOM ADDmONS FOlJN)ATIONS SITE AND PlANS: SUNRooMS SHALL COMPLY WITH LOCAL CODE REQUIREMENTS FOR ELEVATION ABOVE GRADE, SETBACKS AND EASEMENTS, STORM WATER RETENTlON'- AND OTHER SITE ISSUES. DECK FOUNDATION: SUNROOMS SHALL BE PERMITTED TO BE CONSTRUCTED ON A DECK WITH PROPERLY DESIGNED PIERS AND FOOTINGS. CONCRETE FOUNDATIONS: LOAD BEAR WALL WITH A GROSS WEIGHT OF LESS THAN 200 PLF IN SUNROOM CATERGORIES I AND II SHALL BE PERMITTED TO BE SUPPORTED BY A CONCRETE FOUNDATION OF NO LESS THAN 8 IN. IN WIDTH PROVIDED THAT THE FOUNDATION EXTENDS BELOW THE FROST LINE OF THE LOCATION. PERIMETER WALLS WITH A GROSS WEIGHT OF LESS THAN 200 PLF IN SUNROOM CATERGIES III, IV, V SHALL BE PERMITTED TO BE SUPPORTED BY A CONCRETE FOUNDATION OF NO LESS THAN 8 IN. IN WIDTH PROVIDED THE FOUNDATION EXTENDS BELOW THE FROST LINE OF THE LOCATION. SLAB ON GRADE: IN AREAS WITH A FROST DEPTH OF ZERO, SUNRooM CATEGORY I, II, III SHALL BE PERMITTED TO BE SUPPORTED ON A CONCRETE SLAB ON GRADE WITHOUT FOOTINGS PROVIDED THE CONCRETE SLAB IS NOT LESS THAN 3 1 /2" THICK AND FURTHER PROVIDE THAT THE SLAB DOES NOT SUPPORT A CONCENTRATED LOAD IN EXCESS OF 750 PER COLUMN OR 200 PLF. EXISTING EMERGENCY ESCAPE AND RESCUE OPENINGS: CATEGORY I SUNRooM SHALL BE CONSIDERED OUTDOOR SPACE. EGRESS FROM THE EXISTING STRUCTURE SHALL BE ALLOWED INTO CATEGORY I SUNRooMS. CATEGORIES II, III, IV, AND V SUNRooMS SHALL COMPLY WITH EGRESS AND EXIT REQUIREMENTS IN ACCORDANCE WITH LOCAL CODES. o CAlEOOAY II A ROOF OR A COVERING OF AN OUTDOOR SPACE WITH ENCLOSEO WAUS. lHE OPENINGS ARE PERMITTED TO BE ENCLOSED WITH TRANSlLlCENT OR TRANSPARENT PLASTIC OR GLASS. lHE SPACE IS DEFlNEO AS NONHABITABLE AND UNCONDmONEO. o CATEGORY III A ROOF OR A COVERING OF AN OUTDOOR SPACE WITH ENCLOSEO WAUS. lHE OPENINGS ARE PERMITTED TO BE ENCLOSEO WITH TRANSWCENT OR TRANSPARENT PLASTIC OR GLASS. lHE SUNROOII COMPlIES WITH ADllI11ONAl. REQUIREMENTS FOR FOReEO ENTRY RESISTANCE, AIR lEAKAGE RESISTANCE AND WATER PENETRAlKlN RESISTANCE. lHE SPACE IS DEFlNEO AS NONHABlTABUE AND UNCONDII1ONEO. J[ . CATEGORY I V /. A ROOF OR A CO\/ERING OF AN OUTDOOR SPACE WITH ENClOSED WAUS. lHE SUNROOII IS DESlGNEO TO BE HEATEO AND/OR COOLED BY A SEPARATE TEMPERATURE CONTROL OR SYSTEM AND IS THERIlALLY ISOlATED FROM THE PRIMARY STRUCTURE. lHE SUNROOII COMPLIES WITH AIlllITIONAl. REQUIREMENTS FOR FORCEQ ENTRY RESISTANCE, AIR lEAKAGE RESISTANCE AND WATER PENETRA110N RESISTANCE. lHE SPACE IS DEFlNEO AS HABITABLE AND CONDmONEO. o CATEGORY V A ROOF OR A COVERING OF AN OUTDOOR SPACE WITH ENClOSED WAUS. lHE SUNROOII IS DESlGNEO TO BE HEATED AND/OR COOLED BY A SEPARATE TEMPERATURE CON1ROL OR SYSTEM AND IS OPEN TO lHE PRIMARY STRUCTURE. lHE SUNROOII COIIPUES WITH ADllI11ONAl. REQUIREMENTS FOR FORCED ENTRY RESISTANCE, AIR lEAKAGE RESISTANCE AND WATER PENETRAlKlN RESISTANCE. lHE SPACE IS DEFlNEO AS HABITABLE AND CONDmONEO. l...JGi1"t.IG AND VENl1L.AllON NATURAL LIGHTING AND VENTILATION: SUNROOMS SHALL COMPLY WITH CODE REQUIREMENTS FOR LIGHTING AND VENTILATION. OPENINGS REQUIRED FOR UGHT AND VENTILATION IN ADJOINING SPACES SHALL BE PERMITTED TO OPEN INTO A SUNROOM. THE EXISTING EXTERIOR OPENINGS IN THE ADJOINING SPACE COMBINED WITH THE OPENING IN THE SUNRooM SHALL PROVIDE SUffiCIENT LIGHTING AND VENTILATION FOR THE COMBINED FLOOR AREA OF THE SUN ROOM AND THE ADJOINING SPACE. EXCEPTION: CATEGORY I SUNRooMS SHALL BE CONSIDERED AS OUTDOOR SPACE FOR THE PURPOSE OF DETERMINING NATURAL LIGHTING AND VENTILATION REQUIREMENTS. GUARDS AND RAR..INGS ELEVATED SUNROOM FLOORS: SUNROOMS WITH A FINISHED FLOOR LEVEL OF 30 IN. OR GREATER ABOVE AN EXTERIOR SURFACE SHALL PROVIDE FALL PROTECTION IN ACCORDANCE WITH LOCAL CODES. ELECTRICAL RECEPTACLE OUTLETS: RECEPTACLE OUTLETS IN CATEGORY IV AND V SUNROOMS MUST BE INSTALLED SUCH THAT NO SPACE ALONG A WALL LINE IS IN EXCESS OF 6 FT. FROM A RECEPTACLE OUTLET. ANY WALL SPACE THAT IS 24 IN. OR WIDER MUST BE SERVED BY A RECEPTACLE OUTLET IN THIS MANNER. FIXED PANELS OR SLIDING DOORS ARE NOT CONSIDERED WALL LINE. WHERE THE INSTALLATION OF A TYPICAL WALL RECEPTACLE OUTLET IS NOT POSSIBLE, A FLOOR RECEPTACLE INSTALLED WITHIN 18 IN. OF THE WALL LINE MAY BE INSTALLED TO SERVE THIS SPACE. EXCEPTION: CATEGORY I, II, AND III SUNROOMS ARE EXEMPT FROM REQUIREMENTS FOR RECEPTACLE OUTLETS. EXIT AND STAIRWAY ILLUMINATION: ALL SUNRooMS SHALL PROVIDE STAIRWAY AND EGRESS ILLUMINATIONS AS REQUIRED BY LOCAL CODES. EXCEPTION: CATEGORY I SUNRooMS ARE NOT REQUIRED TO HAVE EXIT LIGHTING. DEALER: GROVER HOME HQ 577 ROUTE 112 PATCHOGUE, NY. 11772 JOHN PERRECO PROJECT SITE: LIBERATORE 15625 NEW SUFFOLK AVE NEW SUFFOLK, NY. 11952 INDEX: DESCRIPTION: COVER PAGE TESTING CRITERIA PLAN & ELEVATIONS DETAILS & SECTIONS DETAILS & SECTIONS CALC'S & LOADING ATTACHED: DESIGN LOADS PAGE: o 1 2 3 4 5 SNOW LOAD : WIND LOAD DP RATING FLOOR LIVE LOAD FLOOR DEAD LOAD : APPL.JCAElLE CODES 2003 I.R.C. VOLUNTARY SPECIFICATIONS FOR SUN ROOMS 45 P.S.F. 120 M.P.H. 35 40 P.S.F. 10 P.S.F. 1E8'1"Nl STANDAFDS A.S.T.M. A.A.M.A. PROFESSIONAL ENGINEER: Livingston & Meisel 1 00 Pine Street Colwyn, PA 19023 ElUlDERS NOTES : 1HE PROFESSIONAl. ENGINEER STAMP PlACEO ON THESE DOCUMENTS PERTAINS TO THE DESIGN AND STRUCTURAL INTEGRITY OF THE ROOM COMPONENTS, (WAlL PANELS, ROOF STRIJC1\IRE, WINDOWS. AND DOORS). FOUNDAlKlNS, DECKS, AND FASTENING OF lHlS STRUCTURE IS lHE SOUE RESPONSIBILITY OF lHE BUnllER. BUIlDERS SHOUlD CHECK WITH AlL LOCAL AND STATE CODES FOR REQUIREIIENTS FOR 1HE CONSlRUCT1ON OF THESE STRUCIlJRES TO SUPPORT THE ROON NJCNE. G:i 0:: III ;;: l"- e 0 ....... vi ~ I"- ...; ....... :>.: N z [IJ e UJ z ~ W ~ () W ...J UJ < <( J: () e () e III UJ 0 0:: is ~ => I- <Xl 0:: III UJ ~ [IJ ", III UJ ::; I- UJ x J: 0:: W c.. co ;;: ~ :::;: ~ <( w Z ...J W 0 ~ ...J [IJ N 0 0 III Vi () ..., .. .. _Ol 0- 1;;' ~~ 0; fi 0_ ZI -~ ~, w~ ~c ",.. ... ~~ PAGE: o COVER SHEET FIIGD POL. YVML CH..0fIJE EXTRUSIONS Cell Classification ASTM D 4216 1-20132-23-0101 ASTM D 792 1.46 ASTM D 2240 82 Shore D ASTM D 638 6400 PSI ASTM D 638 380.000 PSI ASTM D 790 10,000 PSI ASTM D 790 410,000 PSI ASTM D 4226 Method A 1. 7 Method B >2.0 Notched Izod Impact ASTM D 256 3.0 ft-Ibs./in of notch, 23 degrees C Heat Deflection Temp ASTM D 648 65 degrees C Coefficient of Expansion ASTM D 696 3.6 105th in/in/degree F Flammability Classification UL 94 V 0 Specific Gravity Durometer Tensile Strength Tensile Modulus Flexural Strength Flexural Modulus Drop Dart Impact STRUCTALL - cot.f"OSI1E PAN3..S . PRESIJENTlAL ALUMIIIUM INSER Il:I AND EXTRUSIONS FOR VINYL WALL PANas Roof panels are rated as class B occording to ASTM E -108 Aluminum skin- .024 thick Alloy 3105 H14/H25 Complies with ASTM B209 D=165 PSF E= 10 x 10 6th PSI F1 = 20.3 KSI Ultimate 16.7 KSI Yield Fv= 13.8 KSI Core- Expanded polystyrene Meets with ASTM E84 (25-FSI. 450-SDI) D= 1.5PCF E= 320-360 PSI G= 460-500 PSI F1 = 40-50 PSI Fv= 18-22 PSI Aluminum Extrusions defined as ASTM 6063- T6 Complies with ASTM B221 Ultimate tensile Strength = 30.000PSI Tensile Yield Strength = 25.000PSI Compressive Yield strength = 25.000PSI Ultimate sheer Strength = 19.000PSI Shear Yield Strength = 14.000PSI Ultimate Bearing Strength = 63.000PSI Bearing Yield Strength = 40.000PSI Modulus of Elasticity = 10.1 OO.OOOPSI Adhesive MOR-AD M-640 Moisture curing. one part Non-volatile urethane adhesive Aluminum Extrusions defined as ASTM 6005- T6 Ultimate tensile Strength = 38.000PSI Tensile Yield Strength = 35.000PSI Compressive Yield strength = 35.000PSI Ultimate sheer Strength = 24,OOOPSI Shear Yield Strength = 20.000PSI Ultimate Bearing Strength = 80.000PSI Bearing Yield Strength = 56.000PSI Oriented strand Board (OSB) MR= 644 PSI E= 7.24 x 10 3rd PSI Notes: E= Modulus of Elasticity B= Bending G= Modulus of Rigidity V= Shear F= Allowable Stress MR= Modulus of Rupture T= Tension COMPLETE ROOM PERFORMANCE TEST REPORT : NO. 01-42484.05 AAMA!NPEA/NSA 2100-02 - STANDARDS FOR MIN. REQUIREMENlS FOR THE PERFORMANCE FEATURES OF SUNRooMS AND THE FENESTRATION PRODUCTS USED IN SUNROOMS. AA tIR.. TRAllON · 1.56 PSF , ASTM 283-99 - RAlIE OF AIR LEAKAGE THROUGH EXTERIOR WINDOWS, CURTAIN WAllS AND DOORS BY UNIFORM STATIC AIR PRESSURE DIFFERENCE. . PASSED. FIXED WAllS AND ROOF - 0.08 CFM/FT2 ROOF VENTILATION - 0.11 CFM/FT2 ALLOWABLE AIR INFlLlRATlON _ 0.3 CFM/FT2 WINDOWS - 0.12 CFM/FT2 FRENCH DOOR = 0.14 CFM/FT2 CYCI...IC STATIC AA FIinlSl.fE WAT8'I RESISTANCE. 4.50 PSF: ASTM E 547-00 - WAllER PENETRATION OF EXTIERIOR WINDOWS. SKYUGHTS. DOORS AND CURTAIN WAllS BY CYCUC STATIC AIR PRESSURE DIFFERENCE. . PASSED. DYNAMIC PfESSU'E WAT8'I FlESlSTANCE. 6.24 PSF: AAMA 501.1-83 - STANDARD TEST METHOD FOR METAL CURTAIN WALLS FOR WAllER PENETRATION USING DYNAMIC PRESSURE. . PASSED. 81RUC1\JfIAL FO. OAUANCE - UNFOAM LOAD CEFlEC110N . 30 PSF - IN=OAt.A 81RUC1\JfIAL OV8'LOAD . 150" - 45 PSF ASTM E 330-96 - STANDARD TEST METHOD FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTIAN WALLS. AND DOORS BY UNIFORM STATIC AIR PRESSURE DIFFERENCE. . PASSED. ca.Ef1CSSI\IE LOAD. 450 LBS/LF (LOADS WERE DISTRIBUTlED ACROSS HEADER THROUGH POINT LOADINGS AT 24" o/c ) ASTM E 72-96 - STANDARD TEST METHOD OF CONDUCTING STRENGTH TIESTS OF PANELS FOR BUILDING CONSTRUCTION. IN=OAt.A SNOW LOAD. 60 PSF FOR 24 HAS . NO VISI8lE DAMAGE . LAT8'IAL RACKING UP TO 4000 L8S. APPUED TO 90' EXTERIOR CORNER PERFORMANCE TEST REPORT RENDERED BY : REPORT DAlIE: ARCHITECTURAL TESTING 130 DERRY COURT YORK, PA. 17402-9405 7/31/03 EXPIRATION DAlIE: 10 30 06 ~ 0:: (IJ 3: " Cl 0 ........ (IJ ~ " ~ ........ ~ m N z m Cl UJ z ::.: W ~ &l w ..J ~ <( J: <..l Cl <..l Cl (IJ UJ 0 0:: 15 ~ ::l Iii <Xl UJ ~ m vi I") UJ ::::; UJ x !:: 0:: J: W D- co 3: ~ ::;: <( z W m N 0 -, . ~ .. ~~ -.. 0- 1;;' '" 0 ~~ '" I- 0; 8 (5 . Cl f~ <( 0_ z, -~ ~, ...~ ~~ "u ... ~z -~ PAGE: 1 TEST DATA SILL LAYOUT G:; a:: Vl ;: I'- 0 0 '" fii I'- '" ;>.: N lD 0 W Z :.:: W ~ c..> W --' w !;{ <( I c..> 0 c..> 0 Vl W 0 a:: is 0 ::l ~ ~ <Xl Vl ~ W I") lD ui w :J w X !::: a:: I 0.. CO ;: W ~ ::E <( Z lD 0 ..." ~1O ! 330 3/4 "'. SO 73 1/4 IWIEl. <2> DOOR @ lRW. Structural Mullions Between All Panels Due to High Wind Load ell """" 73 1/4 IWIEl. @ """" @ """" @ """" ".... IWIEl. ".... IWIEl. 73 8/1 IWIEl. .,. SlJ. Presidential Studio - White Glass: Tempered only where noted w/"T" Glazing: Clear ~ T [l] T T Approx. 1.7/12 Roof , ... , , ..... . .. .. _CI 0_ :;;, ~~ i~ z, -i ~, "'.- z~ 1c~ i1f.. ~I T T T Fixed 12" O.H. 12" O.H. Fixed -+ ~=-+ ~ +-- !I I x 0 , '---- T l T T lL T-ilTl -____~ L2__J PAGE: L~__. 2 70 3/4" x 79 1/2" Stock Sliding Door 90" Front Wall Height Including Roof Heaaer Support and Sill '8' ELEVATION 24" Glass Kick Panels (approximate) 'e' ELEVATION PlAN AND rl FVAnnN~ 'A' ELEVATION INTERLOCKING .094 ALUMINUM MUWON ONE ---,. IS X 3/4" PHIL FlAT PER PANEL ~ r:O' TEK SCREW PN US80162 "T'T"; 16" O.C. PN 180166 \ · ~ WALL PANEL FRAME MIN. 112 X 2 1/2" PHIUPS ~ 11' (TAPCON FOR MASONARY)- PAN HEAD IS" O.C. I'"' 1-1/4" Xl-1/4" X .094" THICK \....-ALUMINUM TUBE TYP -1....L. VERT. '" HORIZONTAL WALL STNffER. J '- IN WALL PANEL FRAME PN USS0161 VINYL MUWON CO'IER 80TH SIDES PNluS80164 @ WALL STARTER DETAIL IS X 3/4" PHIL FlAT r- 2-1/S" WALL HD. TEK SCREW~___ PANEL FRAME IS. O.C. PN 80166 ,.. I ~ !:if,1-1/4" Xl-1/4. X .094. ~ ALUMINUM TUBE (TYP) - VERT. '" HORIZONTAL ..... i " ... IN WALL PANEL FRAME ". · -OR- aB~ f I 1-114. Xl-l/4" X .125" THICK ! STEEL TUBE (GRADE 36KS1 MIN.) -=r- VERT. IN WALL PANEL FRAME INTERLOCKING VINYL MUWON .094 ALUMINUM CO'IER 80TH SIDES - MUWON ONE I PER PANEL PN USSOl64 PN USS0162 MULLION DETAIL 1 1/4" X 1 1/4" .094 ALUMINUM TUBE TYP. VERTICAL '" HORIZONTAL WALL PANEL FRAMES WALL PANEL FRAME~ ~ ~ F : . . i1J 112 X 2. PHIUPS PAN VINYL MUWON + n/:HEAD 1S. O.C. COVIER 80TH SIDES PN USSOl68 PN usse 164 @ INTERLOCKING 'r- ~ .094 ~~~ ~ PN ~62 IT] rn " l' rce= ~ :dB ~~j L .0 112 X 2. PHIUPS PAN t I ~O HEAD 1 S. O.C. ..tl.t.. PN IUSS0168 CORNER POST PN USSOl53-USS0155 SIUCONE CAULKING CORNER POST PN USS0156-USS0158 CORNER POST DETAIL W o [l:: 15 0 ::> ~ Iii <Xl W ;;; lD VJ W:J W x t= [l:: J: 0.. <0 ~ W :: :::!: .. Ii: ~ ~ .. 0--, W lD ~~~8~ "" '" ~ ~ ~ ~~~i~ ~~'t ~~ THERIAALLY BROKEN STRUCTURAL MUWON IS X 3/4. PHIL FlAT PN IUS80172 HD. TEK SCREW .,..,.. -r-r- 16. O.C. PN 180166~ . T .....L. T . ~-" ~ I "L" BRACKET Krr~~ W/FASTENERS PN USS0165 ALUM~NUM MUWO ....--"L. BRACKET 00 TOP OF SILL WALL PANEL 11 VINYL MUWON ~ COVER BOTH SIDES PNluSS0164 CB STRUCTURAL /_{;; 1/s" WALL / ANEL FRAME -=t.. ,. ~1-1/4" Xl-1/4" X .094" ALUMINUM TUBE VERT. '" HORIZONTAL IN WALL PANEL FRAME PLAN VIEW NOTE: AN "L" BRACKET IS TO BE FASTENED TO ALL MUWON ASSEMBUES. THE BRACKET IS INSTALUED I\T THE BOTTOM OF ALUMINUM MUWON AND TO THE SILL '--INTERLOCKING .094 ALUMINUM MUWON ONE PER PANEL PN USS0162 1" Xl-1/2" X .094" THICK ALUMINUM TUBE FOR I\DDmONAL SUPPORT IF NEEDED TA8l.E - 6 Uanufact\rers Per10rmance Data - Per10rmance Data - TEK SELF DRIWNG FASTENERS MULLION DETAIL THERlAALLY BROKEN RIDGE BEllM SUPPORT PN IUSS0171 2-1/S" WALL I -r-r- JANEL FRAME ~:/'- "-'/n_- ALUMINUM TUBE VERT. '" HORIZONTAL IN WALL PANEL FRAME Pl.l.LOUT VALJJES CaverllQ8 powlClI utmate) FASTENER STEEl GAUGE CIA. PI. 26 24 22 iN 111 10 14 6 2 120 183 248 296 471 679 847 8 2 119 193 265 298 491 703 959 j 10 2 131 214 272 368 547 784 1033 IS X 3/4" PHIL FlAT HD. TEK SCREW .,..,.. 16" O.C. PN 180166~T __ ... I rn- I- tl.1OCJ. ..L. w.. ~7 VINYL MUWON-=r- COVIER 80TH SIDES -INTERLOCKING PNIUSSOl64 .094 ALUMINUM (E) MUWON ONE E PER PANEL PN US80162 RIDGE BEAM SUPPORT III _I Q.611QES 18 ~oc~~ 24 ;Q ;tV GAUGE No. ALUM. DEQMI\L EQUIV. STEEL DEaMI\L EQUIV. 0.048" 0.038" 0.034" 0.030" 0.027" 0.024" 0.021" 0.018" 0.040" 0.032" 0.028" 0.025" 0.023" 0.020" 0.018" 0.018" 1" Xl-1/2" X .094" THICK ALUMINUM TUBE FOR I\DDITlONAL SUPPORT IF NEEDED FA81BEfI VALJ ES I~NSILE. SHEAR LBS. IIN.) (11\<0. LBS. ULT.1 1285 750 1545 1000 1931 1400 D ET AI L ~N~~ 8T020 8 TO 18 101018 TORQUE (I.IN. IN. LBS.1 25 42 81 1-1/4" Xl-1/4" X .094" V:THICK ALUMINUM TUBE TYP VERT. '" HORIZONTAL IN WALL PANEL FRAME MIN. 112 X 3" PHIUPS PAN ~ HEAD I\PPROX. IS" O.C~" 1" Xl-l/2" X .094" (TI\PCON FOR MIISONI\RY " o. THICK ALUMINUM I\PPUCI\11ON) BY OTHERS ~ I TUBE SlUCO~~ SILL ASSEMBLY Cl\ULKINr.. PN 163004 - (INCLUDING ALUM. TUBE) PN USS0159 2-1/S" W PANEL FRAME SEAR VAUES CaverllQ8 powlClIl8nate) FASTENER STEEL GAUGE Cia .oed) CIA. PI. .,. 24/Z4 f2Jf2 fD/flJ 11/1I 6 2 120 183 248 296 471 8 2 119 193 265 298 491 410 2 131 214 272 368 547 THE YAUJES usrm NK:NE. PROYIDED BY THE FASTENER IMNUFACIURER. ME ULT1MAlE AVERAGES IaIEYED UNDER LJBORAltJR'( CONDIllONS. (Q) SILL INSTI\LLI\T1ON GUIDEUNES: 1) SPACING BEWI[EN FI\SlENERS SHALL I\LWI\YS EXCEED 0.5 INCHES. 2) ClEI\RENCE BEWI[EN FI\SlENERS /\NO EDGE or SHEET OR SHI\PE SHALL I\LWI\YS EXCEED 0.5 INCHES. 3) USE or ST/\N1lARO SCREWGUN WllH 1\ DEPTH SENSmVE NOSEPIECE TO INSTI\LL TEK'S, FOR 0PT1MI\L FI\SlENER PERI'ORIII\NCE. THE SCREWGUN SHOULD BE 1\ IIIN. or 4 lIMPS /\NO HAVE 1\ RPM Rl\NGE or 0 - 2000. 4) I\DJUST THE SCREWGUN NOSEPIECE TO PROPERLY SEAT FI\Sl[NER. 5) SET NEW MAGNETIC SOCKEIS CORREC11.Y BEFORE USE. REtoIll\IE CHIP BULDUP lIS NEEDED. 8) THE FI\SlENER IS FULLY SEATED WHEN '!liE HEAD IS FLUSH WllH THE WORKING SURFACE. 7) OYERIlRMNG MIIY RESULT IN TORSIONAL FAILURE or THE FI\STENER OR STRIPOUT OF THE SUBSTRATA. S) THE FI\SlENER MUST PENElRATE BEYONO THE METI\L STRUCTURE 1\ MIN. or 3 PITCHES or THE THREAD. VI' J"""'" ALUMINUM OR I , '-iiiNYL COIL STOCK X BY OTHERS DETAIL V'\V \ INTO WOOD NOTE: ALL CONNECTORS_SHALL BE STAINlESS STEEL ,DB GAl VANI7FrJ ~ [l:: VJ ~ " Cl 0 ........ VJ >= " ~ ........ >= lD N Z m Cl W Z ~ W ~ (,) w --' W !;( < J: (,) Cl (,) Cl VJ ..... . .. .. ~~ ~~ .... - ..t~ j08~ ~ i~ rt ;1;1 '- !!!~ ~ I J i~ ~S'k1 ~i PAGE: 3 WAll ASSEMBlY nn.&.lI~ ,. ROLL FORMED LOCK .024 GAUGE ALUMINIUM SKINS SEAlANT RESEVOIR (SEAlANT OPTIONAL) 1 LBS DENSITY E.P.S. FOAM CORE (R-4 PER INCH OF THICKNESS) >"::'<.:~<.~:\~'~'~ ROOF PANEL 3" SNAP-N-LOCK ROLL FORMED LOCK ," .024 GAUGE ALUMINIUM SKINS SEAlANT RESEVOIR (SEAlANT OPTIONAL) 1 LBS DENSITY E.P .S. FOAM CORE (R-4 PER INCH OF THICKNESS) :.,;).: \. ,': ROOF PANEL 4" SNAP-N-LOCK III x '/'" HEX Cb) -.~= N01E: BaI1tlt.t LEG Of SIDE FACIA MUST NOTQoIED 4-e/1.- 10 WAlE PROPERLY WITH .... C\/l1BI ;'--4- FOAM ROOF I'NlEl. 3" & 4" GUTTER/FASCIA DETAIL FOR MASONRy USE 1/4- X 1 tit" TN'CON OIl: EO. sPAcED . 24- o.c. IIWC. FOR WOOD FRAME USE "0 X 3- WOOD SCREW. 12" o.C. MAX. PANEL WAU. CLEAT S[AlNfI' PH USBOl44-80115 PAHEL WAU. HANCER PH US80116-80117 ," FOON ROOF PANEL @ 3" PANEL ROOF HANGER ANCHORING DETAIL FOR MASONR'( USE 1/"- X t 1./2" T1fI'CXlN OIl: EO. sPICED . 2"- o.c. IlWt. FOR WOOD FRMIE USE "0 JC SO WOOD SCREW . 12- o.c. .... @ 4" PANEL ANCHORING III x '/'" HEX HEAD lEI< SCREW PH US48115 -- GU11EIl 3" & 4" DRIP w/ STANDARD _ NAllS (81' OIlERS) "'-'- ......... BY OTHERS ..- 'I1iERMALLV EIROI<EN PANn. IW<<ER -- ," FOON ROOF PANEl l III x '/'" HEX HrAD lEI< SCIOEW PH US48115 SPACED . .- o.c. MAX. 11lP_""""" _ ..... ANGl.E PH llS800IIIl ROOF HANGER D ET AI L ......., Cb) 3.-.... F'OMI ROOF PANEL EDGE DETAIL HOUSE GUTTER NOTE: ALL STEEL OR SHINGLE D ET AI L II x '/'" HEX HrAD PH US4811 FWm> CORNER POST ASSalBlY WITH .... THK. 1UIlE INSE/lI' PH US80156-80158 CD SNAP-N-lOCK lIETAl ROOf" PANEL. STANIlARD ASPHAlT SHINGLES W/ SELF SEAlING snllPS WHICH CONFORlI W/ ASTlI D 225 OR AStI.t D :l462 S" STARTER COURSE FAST<N 2" OFF OF ROOf" EDGE 0 12" D.C. #8 x S/l." GAlV. WAFER HD. SCREWS o 12" D.C. lYP. FASCIA TRill EXTRUSION OR CONVENI1ONAl FASCIA W/ DRIP EDGE NOTE: SHINGlES ARE APPUED DlREC1\.Y TO ROOF PANEL AS A COSNEI1C FINISH ONLY. NOTE: VERIFY SPECIFIC FASTENNG PATTERN W/ _UFo INSTRUCTIONS. "0x'"s.u.s.w/ l/.. x 1-1/2" ..w.. NED. WASHEA . ,- o.C. IlAX. 3--4- FOAM ROOF PANEL 2 1/8" I1EAOER SUPPORl" (lllP) PH US80127-80128 2 1/8" ROOF I1EAOER SUPPORl" (IK7T1lllI) PH usao124-8Q121 2-1/8" WN..I. PANt!. FR4IlE 1-1/4- X1-1/4- X .014- AI..IAIINUM TUBE T\'P VERT. a: HORIZONrN.. .. WALL PAHEl FRAME 3" & 4" HEADER SUPPORT D ET AI L CONNECTORS GALVANIZED. SHALL BE STAINLESS ~ ~ Ul ;= ,... 0 0 ....... vi ;;.; ,... ~ ....... ;;.; CD ('oj Z CD 0 W Z l<: W ~ u W ....J W ~ <( :c u 0 u 0 Ul W 0 ~ is 0 => ~ Iii co w - CD vi I") w :J w x !::: ~ :c W 0.. <0 ;= - ~ - <( z W CD ~ 0 ..., t .,. . .. .. -.. 0- 1;;1 ~~ 0; . l~ ZI -~ ~.!.. "'<li ~c "u '" ~z -~ PAGE: 4 FOAM PANEl I MAXIMUM WALL HEIGHT AT VARIOUS DISTANCES BETWEEN MULLIONS I ~ 0:: . 90 MPH WINDLOAD 100 MPH WINDLOAD Vl Sta nda rd Sta nda rd Tube Standard Standard Tube ~ I"- Mullion Mullion Cl 0 "- vi Mullion Steel Mullion Mullion Steel Mullion ;>.: I"- ...; Spacing Spacing "- ;>.: aJ N z (A) (B) (C) (A) (B) (C) aJ Cl w 30" z l<: W 30" 107" 137" 214" 100" 128" 199" ~ <J W -' w ~ <( I <J 35" 102" 130" 203" 35" 95" 121" 189" Cl <J Cl Vl 40" 97" 124" 194" 40" 91" 116" 181" w 0 0:: 45" 94" 119" 187" 45" 87" 111" 174" 15 ~ ::> I- OJ 50" 90" 115" 180" 50" 84" 107" 168" Vl w ~ aJ vi I') w :J 174" 55" w x I- 55" 87" 112" 82" 104" 163" 0:: J: W CL Ul ~ ~ ::E 60" 85" 108" 169" 60" 79" 101" 158" ~ 0: <( " w z 65" 83" 106" 165" 65" 77" 98" 154" F w 0 -' aJ ( ~ N 0 0 Vi <J ...., 70" 81" 103" 161" 70" 75" 96" 150" I"'''' ~ ~ ~ p -~~'" ~ ~-, ~'V" 11 ' \)>~. ~ I~ ' 5!"~\\ I'""" <".,' ,'\' ~'.\~ . .~,-, , :W ~t../.. "". ~'f:l r- ':", d (/'<."' ~'" " 110 MPH WINDLOAD 120 MPH WINDLOAD 130 MPH WINDLOAD '~t~ :~ ';J' l!~"i-(.j;,<. : Ifl \'~ ," ~...' - 0/ ~ Mullion Standard Sta nda rd Tube Mullion Sta nda rd Standard Tube Mullion Standard Standard Tube \~ ~~~ l ""-~ Mullion Steel Mullion Mullion Steel Mullion Mullion Steel Mullion \. ..... ;. Spacing Spacing Spacing .... :;: (A) (B) (C) (A) (B) (C) (A) (B) (C) . ... '" .. 30" 94" 120" 187" 30" 88" 113" 176" 30" 84" 107" 167" ~PT ::l 0 ~.. 35" 89" 114" 177" 35" 84" 1 07" 167" 35" 80" 102" 159" ~ ~ t~ 8 c . 40" 85" 109" 170" 40" 80" 102" 160" 40" 76" 97" 152" ,... 0 ~~ I~;i 45" 82" 104" 163" 45" 77" 99" 154" 45" 73" 93" 146" 50" 79" 101" 158" 50" 74" 95" 149" 50" 71" 90" 141" ~ ~: 55" 76" 98" 153" 55" 72" 92" 144" 55" 68" 87" 136" ~~ -"- 60" 74" 95" 148" 60" 70" 89" 140" 60" 66" 85" 133" PAGE: 65" 72" 92" 144" 65" 68" 87" 136" 65" 65" 83" 129" 5 . 70" 71" 90" 141" 70" 67" 85" 133" 70" 63" 81" 126" WAll lOADING Joun ,....,...c::: Cl.. . Panel Wind Speed - 100 m.p.h. Wind Speed - 110 m.p.h. Snap-N-Lock Thk. Dwmon OFT. 1 FT. 2 FT. 3 FT. 4 FT. OFT. 1 FT. 2 FT. 3 FT. 4 FT. Composite Panel G .024 1"-8" 11'-10. 12'-4" 13'-2" - 10'-tO. 1"-0" "'-7. - - 2" 0 u .032 15'-5" "'-So. 15'-11" 18'-1" - 14'-3" 14'-5" 14'-10" - - : 2690. 18'-0" '8'-r "'-S" ,7"-," - 14'-10" 14'-1'. 15'-4" - - G .024 15'-1'. UI'-o" 18'-5. 18'-11" 17"-r 14'-a" '.'-10" 15'-;''' 115'-1'. UI'-8"' Metal Skin 3" 0 ...............::~.......... ................ ............. u .032 18'-r "'-1" '1'-," 11'-7. 20'-3" '''-3'' ,7"-4" '7"-8" ,,'-;S- ,........ ................... ........... ::::::::::::::::::::... '::::::::: g 1I1'-a" 1.'-e- 18'-,. ,,'-"- 20'-." ,7"-4" '7"-5" ,7"-1" 11'-4" ,,'-t. ...................... .......... . 2690. ....................... G .024 17'-5" tT-r 17'-11" "'-5" 11'-r 18'-2" 18'-3" ,,'-7" IT-r 18'-0" :-:.:-:.:-:.:-:.:-:-:.:-:f.~9r!'::-:. :-:-:.:-:.:-:.:.:; ....................... 4" 0 :))))::::::::::::\J(.i{:::::))): u .032 20'-1. 2ft-z" 20'..... zo'-,," 2"-7" 18'-7" 18'-a" ,,'-0" 11'-1"' 20'-0. g 2O'-r 20'..... 20'-11" 2"-5. 22'-1- ,,'-0"' 1.'-r 1"-S- 1.'-11- 2ft-8" . 269a. G .024 21'-8- 21'-1- 22'-0. 22''''- 23'-1- 20"-1- 2(/-2- 2O"-s- 20'-11- 21'-~ Metal Skin 6" 0 u .032 24'-11- 25'-1- 25'''''- 25''''- 28'-3- 23'-2- 23'-3- 23''''- 23'-11- 24'-e- g e 269a. 2,D'-e- "'-1" 25'-11- 241'''''- 28'-10- ........ 23'-10- 24'-1- 24''''- 25'-1- foam - 1.0# Density E.P.S. G .024 25'-3- 25'''''- 25'-T 25'-11- "'-8" ....... ........ 23'-1- 24'-r 24'-a- Aluminum - 3105-HI4!H25 Alloy S" 0 Steel - ASTM-AT26/A 52611-90 u .032 28'-1- ...-.. "'-0. "'-0" a....... 28'-11- 27'-0. 27'.... 27'-T ......... g Patent # 4,769,963 " 5,086,599 . 26ga. 2I"-s- 2I'-S- 28'-a- ......... "JIJ'-o" %1'-2- 27'.... 27'..... 27'-10- "JIJ'...... Panel Wind Speed - 120 m.p.h. Wind Speed - 130 m.p.h. Notes Thk. Dwmonl OFT. , FT. 2 FT. 3 FT. 4 FT. OFT. 1 FT. 2 FT. 3 FT. 4 FT. G .024 "-11- 10'-2" - - - "-1- ...... 1'-11- - - Charts show Maximum Clear Spans 2" a far Snap-N-Lock Campoolte Panels u .032 13"-1- 13"-r - - - 11'-11- 12"-1- 12'-r - - uslngll Ib./cu. ft E.P.S. fl>om usod In : 26vo. t3'-~ 13"-1- - - - 12'-5"' 12'-r ,3"...... - - .Enclosed~ Structures, G .024 13'-8- 13"-r 14'-1- - - 12'''''- 12'-e- 12'-11- - - Structures clanlflecl os -Enclosed- 3" 0 contain solid walls and roofs with u .032 115'-10- ,5'-,,- 111'''''- - - 14'-0- 14'-T 14'-11- - - g Glass glozed windows " doore in . 26vo. 15'-10- 15'-1,- 11"....- - - 14'-'- 14'-T 15'-0"' - - them. ego Gloss Rooms, Additions, G .024 14'-1- 14'-11- 115'-4- 10'-11- - 13''''- ,3"-8" 14'-1- - - Garages " Houses. 4" 0 u .032 ,7"...... 1T-r '7"-8" 11'-1- - 1,'-T 15'-'- 115'-1- - - Overhang Improves panel span, 4 ft. g 1'1'-5- 1T-~ 17'-11- 11'-0- 10'-11- 11'-0"' 11'-0- maximum or os listed, . 26vo. - - - G .024 111'-0- '''-8" 111'-10- 1.'-4- 20'-1- 11'-'- 11'-11- 17'-'- 1'1'-10- - The Thermal Resistance Value of 0 6" 0 panel Is R-4 per Inch of thickness. u .032 21'-2" 21'-3- 21'-T 22'...... 22'-a- 1"""- 1.'-0- '''-I" 20'.... - ego 0 3- panel has 0 value of R-12 g . 261410. 21'-1- 21'-10- 22'-1- 22'-r 23"-2- 11'-10- "'-11- 20'-3- 2ft...." - G .024 21'-5- 21'-'- 21'-10- 22'-3- 22"-10- 1.'-r '''-8" 1.'-11- 20'-0. Panels may be used In o wall or - roof application. s" 0 u .032 24'-1- 24'-10" ......... 25'-0- 25'-11- 22'-r 22'-a- 22'-11- ....... - For Maximum Panel Clear Spans for g . 26ga. 24'-11- 25'-0- 25'-3- 25'-a- 21'-2- 22'-1- 22'-10" 23'-1- ..'-1" - 123 MPH Wind Speed, reduce values Panel Wind Speed 140 m.p.h. Wind Speed 150 m.p.h. listed In 120 IIPH Wind Speed by - - multlplyin9 by 0.98 Thk. P-f,on OFT. 1 FT. 2 FT. 3 FT. 4 FT. OFT. 1 FT. 2 FT. 3FT. 4 FT. Spans lilted ore for Exposure B. G .024 '1'-11- .'-r - - - '1'-5- 7"-8" - - - For Maximum Panel Clear Spans for 2" 0 u .032 11'-0"' 11'~ - - - 10'-4- .0'-8" - - - Exposure C. reduce values listed by g multiplying by 0.85 . 26ga. 11'-'- 11'-a- - - - '0'-1" 10'-11- - - - G .024 11'-5- 11'-r 12'-1- - - 10'-a- 10'-10- - - - Maximum Panel Length Is 32'-0". an 3" 0 longer clear spans. c1eor span wDl be u .032 13"-4- 13"-8- 13'-11- - - ,....... 12'-r - - - reduced os overhang Increases to g . 26ga, 13'-5- 13'-T 13'-11- - - 12'-1- '''-8" - - - reflect this limitation. G .024 '''-8" 12'-'- 13"-1- - - 11'-'- "'-10- 12'''''- - - 4" 0 u .032 14'-5- 14'-e- 14'-11- - - 13'-8" 13'-T 14'-1- - - g 14'-1- 14'-10" 15'-3" 13'-1- 13'-11- . 26ga. - - 14'-4- - - G .024 15'-8" 15'-a- ,,'-0"' 1I1'-a- - 14'-8" 14'-r 15'-1- - - 6" a u .032 1'1'-11- 11'-0- 111'-4- 11'-11- - 1.'-1- 1.'-11- 17'-3" - - g 1"-S- 1111''''- 18'-10" 1.'-4- 17'-2" . 26go. - ,7'-4- 1T-a- - - G .024 18'-1- 11'-3- 'I'-T 1"-1- - 115'-11- 1'1'-1- 17'-5- - - S" 0 u .032 20'-11- 20'-11- 21'-3- 21'-1- - 1.''''' 1.'-,- "'-11- - - g 21'-1- . 26ga. 21'-2- 21'-5- 21'-11- - ,,'-r "'-'0- 20'-1- - -