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HomeMy WebLinkAbout52002-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 52002 Date: 06/16/2025 Permission is hereby granted to: Michael Valentino 33 Griswold Rd Rye, NY 10580 To: construct pergola addition to existing single-family dwelling as applied for. Premises Located at: 705 Nokomis Rd, Southold, NY 11971 SCTM#78.-3-25 Pursuant to application dated 04/29/2025 and approved by the Building Inspector. To expire on 06/16/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $460.00 CO-RESIDENTIAL $100.00 Total $560.00 Building Inspector ta� TOWN OF SOUTHOLD—BUILDING DEPARTMENT it Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 n Telephone (631) 765-1802 Fax (631) 765-9502 httt)s:Hwww.soiitli,oldtowiinv.gov Date Received E WE5w For Office Use Only ,4 , I� PERMIT N0, 5a?66�-- Building Inspector: T Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:4/23/25 OWNER(S)OF PROPERTY: Name: Michael Valentino SCTM#1000-78.-3-25 Project Address: 705 Nokomis Road, Southold Phone#: 914-819-2210 Email: mvalentino@tmpg.com Mailing Address: 33 Griswold Road, Rye, NY 10580 CONTACT PERSON: Name:Jennifer Del Vaglio Mailing Address:PO box 369 peconic ny 11958 Phone#:631-734-7600 Email:Jennifer@eastendpoolking.com DESIGN PROFESSIONAL INFORMATION: Name: NA Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name:East End Pool King Mailing Address:PO box 369 peconic ny 11958 Phone#:631-734-7600 Email:jennifer@eastendpoolking.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: DOther Pergola $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 P€OPERTYINFORMATV .....,....__...e ,. .. . INFORMATION Residential Fxistir>f use of property; Pnt�nded use of ra Residential p �rtY� p 'M..�..�. � ants and restrir3rry�..�. o...,..�. .�.W. Zone ar use district in which rt-miser k,situated Are they an covert ns wrrth ro-5pectto R-4O this Property? -Yes WNo IF YES,PROVIDE A COPY I@ Check Bo,After Reading'_ pmG*kAk.W Is r8FP0%&*kw Thrawmr ,,..,.., ....,.�,.......�,�.,..�. „n..,�, f� iQffie L.,� �dlr�pe.�o�pus rina 2cp1*kod�►Y uacraig7errf tYwpwer]3i e(1j1 a sown C*&'AF'PlKJ111tlh tS $ 01dkmW'-ofow Town ef4;� SgA`bkcomaty,,pM.1•ork MW advr&"jkmbk takt,Orai�snrol ar adtlr6pne,+IeEwMon►or for�re�ord dd.maiflplp�d hr�e►ti dac.�+r,ri.c �u , iorrfM caapvetlon or' • ap�psrvr des Fawi bui1N4 +Y rrw�pante,hud�CO d4 oafr sa rl�tloa ad ba3rNt 9nQraad rpm e q.rise ra b,babdUM04 rwneeWy}p4m0*^,rrl5z astarewrs mntl4 Mwein Aro PwAlh6ble4m a 02"Aff%Wwywww pumam to$@Cfta?1oAs OrIha NrW Yarn Seah Parpal leap. Appgicatiaon Submitted By(print @RurhodZed Agent -0Owrwr Signature OfAppk-ant:1/C 14—Zcl^ZS t38te: STATE 01- NEW YORK} SS: C0UNTV 0r!5l l_Lj_K a IN�Ic of irxlfvidual z� nirrg eonleact) pt ys f-einp duly iwom,depn-,-�and says that f�)�is ttti�appli cir,t named, (S)he is the fcontr,rpt m 4 Y t al�o.ltr Of ar,ele_} � of naid owner or owrx-rs,and is duly authorize d to y:miorm 4r have performod the said work and to make and file thi; appliut on;that all stmements contamed in Lhrs app&-otion are.1rve to ttxe best cif hisfher krxowledpe and belief;and that the work will be perftxmed in the manner set forth in the application f11e ther('with. �Sw/�orn before rnr this ef C1;ay of ARri1_ EU PROPERTY 01AINER AUTHOPLIZATIGN NOTARY PtJ, LIC,STr,TF E NEW YORK (Where the applicant is.not the owner) NO.Oj,L+1, 0 ,K t:01,1^tTY COMMPR S8 ON E'(Fi i2L-S J JNE 10,2_U42 Michael Valentino r�,idin at 705 Nokomis Road, Southold ..._CIO hrrcy 3ull1UritC � efm er aq io an or EaST End P6�Crl .KbrV tcI epply an. My f to 01 ow o lam IkA upt1»fmr Trri� t for approval as descntxtii h��� ✓ Owner's S p Cin �..... Michael Valenti .. Print fhprnci✓s.. .. _ _..�.. .�.� M11,ymc S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 3 LOT(S):25 I �LAND wF OF � N 3 ZO O} #R-2 119I 4 � _ �I c � PETER J SARKUS r � '��s�E-(1j!',Co , IRREVOCABLETRUST 270.00' gg } N 84021'00"E STK {{yy o x" r �c x MON. 0Aa n `J >"I'=� } r3 ` i!3I� Li �, 1,',-� i:,..� 0.5'S wooD RAIL FEtvwMaNIRE 0.3'W 10 DSlq _ O u. 0 w r P. � �u � IL T vV ,.q 0 W BEI BLOCK z m APRON rn m "d N - O RCA DRIVEWAY BASE . i w m SANITARY LOCATION + ° POIi�I ' i�01NT'"B° "e"" iso {' (2)8'0x8'pEEP S.T. 23.5' .,21' " ' cra L 1 O 157 t LP1 20' 32' '1 LOT 1 Q!� m w V+rtO. AanNooNED ;. .::•" �" L'P2 �° 316" tri MAP OF WELL Ora _ A (71 S'�.S' 5. " $ "HiAWATHAS „ w ` T SuCPU:.I'. -L1.. C ✓... _r , _ �Ah 1 _�.}.�],�F�,i� w = ? S.T: z T� 'KS FOR � . �>� '0 S.R o AP PROVAL 7 C �, 'era m r�PFi:{D _ M 1J.5t!GAL 1/y y r1.SiPiCaLE EA�dIILY ESi4ENCE AND m Z STY I'RAME c .0 SI MEII ai'x� i DINELL111G y SLATE PATIO Fes" Q ErOxS�EP 1I1.8 kl° 17.3 ,ter POOLVl"AMW"ATER dU� � 3 ;!.S. Pe7. o D.W. D. M Date• U ar M FIWL The sewage dis ^Sal and water sLI�C:�::=aC!:'t'?e5��ii lS iiCa�Gt1,have beer! 1 o Poop FFI III " € �,J •fisd -+,;u��,c'tl�,e:,or other agencies and o e inspected arsclo;:esr, _ by: r� _ F MON O 66.0 found be Safi 0 i �lvl0 �t,R00;�iiSTOTA ' y i- (: �dC1�� ,r,NY•. . . fT 30 W W 0. -I_ . L 1 _ U.P. EEmE E L tE „ 8'0xSDEEP W MAP METER w.� 6 "HIAWATHAS H"#9151 \ J V V V t Iv p O L.P.GAS o 7HE WA7ER WP .Y OaLA OR LS AND CE LOCA77OVS SHOKW ARE Mom'M7ELD Ce VA710N I 3.9'W AND OR DATA CB7AIlWE1J FRW 4'MNEWS, b 0.5.N f9OD RAIL FENCE W/WIRE 0.1'N MOM S 84°21'00 W 270.00' AREA: 53,999.92 SQ.FT. or 1.24 ACRES ELEVAAON DA7t/Ak NAVD88 MS A 1 47UW "ALF TD � "A7E MI W Lo4W IED H l SI S'LiR UN LGWALP7R0D ALMEMMA"MMOAM 417E NDr L DGARAAfYEES MMOD44"AMED "SMMALL MNMM LOT dT D S4JR�'S AGOVO AND MAP OF 4OLi 7O 7MIE f11R tV}M 77i IVEb MS M'R 'l�AMRM rtMPI M4M"a SFId LMSTRA MM L4IA1 AMdD 'M7J 477 7MME LITNL�MMO MMMtM7141MO 4SDA8ANMEES ARE"NOT 7ANE AND tRSE 7MM 4 -DAVID VERIFY at LAUGHING WATERS"#11889 MY LMWdtES M47 S S ARE' M A �0 4M##EMO$74�M5":SMMOYiP4f MME'R�'GW M� DME" AT MIME MIME'4'�S4MR4+�M` o NOT MIN T 7MN1 71" 'OR Mi?4ILAdMIE MMME EMID dMON OI �ADDNMySCA OR AND O THE IMD"i'#AT - ZONED R-40 AND/LSR A4 7R CERTIFIED T0: FRONT: 50' MIN suRvEY OR DESCRIBED PROPERTY R4MT 4: SLIGO CONSTRUCTION CORP.; SIDE: 15'MIN, 35 TOTAL HIAWATHA'S PATH REAR: 5o'MIN MAP OF: FILED: SITUATED AM SOUTHO.LD TOWN OR SOUTHOLD KENN= eho e, N P1 FINAL SURVEY 05-22-24 SUFFOLK COUNTY, NEW YORK P.O. Box 153 A4u eu Now York 11931 FOUNDATION LOCATION 10-04-2r r >Peorre(e9iyzae ise4i FAX(sai)aea-iaee REVISED 0'7-0 —2 FILE 8223-37 scALE:1"=30'' DATE MARCH 15, 202 N.Y cMsa Na � SS2SSal'-S �$� 39I T E SPECIFIC HOST ATTACHED PERGOLA RAMEZ SAYED,PE y PE#107561 CA#PSC 83007 Digitally signed by � I Ramez Sa ed PE (SEE PLANS FOR ENCLOSURE TYPE) I 'DFNE o opiesofthlisted . M yA,Pyw� document are not 5�� 705 NAKOMIS RD, SOUTHOLD, NY 11971 u I * `"* * considered signed F THE SUPPORT OF ANY ADDITIONAL LOADS AND FORCES SUITABLE PLASTIC TAPE APPLIED IN SUCH A MANNER AS TO _ INTERCHANGEABLE. and sealed;the SCOPE OF WORK: _ COPIES WITHOUT signature must be DESIGN & INSTALLATION j W PERGO S E OSED DURING MANUFACTURING, TRUCKING, ERECTING, PROVIDE ADEQUATE PROTECTION AT THE OVERLAPS. __INTERCHANGEABLE. ELEMENTS: N ��� g HEREIN AT THE ADDRESS NOVE-- � D HANDLING. S. ALUMINUM SHALL NOT BE EMBEDDED IN CONCRETE TO 1. THE INSTALLATION OF ANY ACCESSORIES THAT DO NOT ORIGINAL PE SEAL NOT I verified on any 4: SPECIAL INSPECTIONS MAY BE REQUESTED OR REQUIRED AT WHICH CORROSIVE COMPONENTS SUCH AS CHLORIDES --AFFECT THE STRUCTURAL INTEGRITY OF THE STRUCTURE VALID FOR PERMIT electronic copies. EXCLUSIONS: �l THE DISCRETION OF THE AUTHORITY HAVING JURISDICTION. HAVE BEEN ADDED IF THE ALUMINUM WILL BEIELECTRICALLY -�ARE OUTSIDE THE SCOPE OF THIS CERTIFICATION AND NOT I Date:2025.04.10 1. IN AREAS OF SEISMIC DESIGN CATEGORY(SDC)D-F,AN CONNECTED TO STEEL. EMBEDDED ALUMINUM' ELEMENTS -REQUIRED TO'BE CERTIFIED UNDER THIS STRUCTURAL 10:25:16-04'00' THE DESIGN OF THE EXISTING HOST STRUCTURE,MECHAN MgIB3 INSPECTOR SHALL EXAMINE THE DESIGNATED SEISMIC WILL BE COVERED WITH PLASTIC TAPE OR OTHERWISE DRAWING. THEY MAY BE INSTALLED WITHIN LIMITATIONS ELEMENTS,EGRESS,WATERPROOFING, G'N� ja SYSTEM, MOUNTING, AND ANCHORAGE REQUIRING PROTECTED AS PER 2015 ADM M.7.3. STATED 'HEREIN AND AS DESIRED PER MFR. 5.4. CONTINUITY AT COLUMNS SHALL BE PROVIDED BY DIGITAL SEAL NOTICE- FAN BEAMS,FANS,OR ANY ACCESSORY - M 1 IF THIS DOCUMENT IS DIGITALLY SIGNED,THIS INCLUDED WITH THIS DESIGN Oft CERTIF� � QUALIFICATION IN ACCORDANCE WITH SECTION 13.2.2 9. BOLT HOLES SHALL BE DRILLED THE SAME NOMINAL SPECIFICATIONS. DETAILS PROVIDED HEREIN ARE FOR CONTINUING HORIZONTAL REBARS THROUGH COLUMNS ITEM HAS BEEN DIGITALLY SIGNED BY THE ABOVE-SIGNING ENGINEER ON THE DATE '' OF ASCE 7 PER IBC 1705.12.4, AS WELL AS INSPECT DIAMETER AS THE BOLT+ 1/16". REFERENCE ONLY. OR BY BENDING HORIZONTAL REINF. INTO COLUMNS A ADJACENT TO THE SEAL.PRINTED COPIES OF THIS _ ti DOCUMENT ARE NOT CONSIDERED SIGNED AND MEMBERS/COMPONENTS TO BE INSTALLED BY OTHERS REINFORCEMENT AND VERIFY PLACEMENT PER IBC 10. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE FOUNDATION;CONCRETE, AND DISTANCE OF 30". SEALED AND THE SIGNATURE MUST BE VERIFIED 1908.4 WITH WELD FILLER ALLOYS MEETING ANSI/AWS--A5.10 5.5. PROVIDE 12" STANDARD ACI HOOK MINIMUM FOR ALL ON ANY ELECTRONIC COPIES. (NOT BY STRUXURE): - `REINFORCEMENT VISIT ECALCIO/OS FOR MORE INFORMATION. LOUVERED PERGOLA DESIGN&OPERATION: STANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN' DISCONTINUOUS TOP REINFORCING. PRINTED DOCUMENT NOTICE: 1. CONCRETE FOOTING OR SLABS. 1. DURING SUCH PERIODS OF TIME AS ARE DESIGNATED BY ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART FOUNDATION&EARTHWORK 5.6. PROVIDE INTERIOR AND EXTERIOR HORIZONTAL LAPPED IF THIS DOCUMENT IS PRINTED&DOES NOT 2. KNEE WALLS OR:PARAPETS-_� r, n - = 1:--SURROUNDING -SOIL TO, BE WELL COMPACTED BY CONTAIN AN ENGINEEWS ORIGINAL SIGNATURE& .I . j ;i THE-U.S. WEATHER BUREAU AS A HIGH WIND OR SNOW I-A,TABLE 7.3.1. ALL ALUMINUM CONSTRUCTION SHALL BE CORNER BARS AT ALL CORNERS TO MATCH SIZE, TYPE SEAL,TU[s DocuMENns VOID&NOT vauD FOR 3. STEEL MEMBERS OR ANYIWELDED STEEL SLEEVES I; ADVISORY FOR THE AREA,THIS SYSTEM MUST BE LOCKED IN IN CONFORMANCE WITH THE TOLERANCES, QUALITY, AND:•. MECHANICAL MEANS''TO`90% OPTIMUM DENSITY, BE FREE AND SPACING OF HORIZONTAL WALL REINFORCING IF ygLiO PHOTOCOPIES IOPERMIT PERMITTED RNO ED FOR USE. 4. BASE PLATE EMBEDS _ rI-,THE OPEN POSITION, WITH THE LOUVER BLADES METHODS OF CONSTRUCTION AS SET FORTH-••IN-THE,[ OE MUCK;AND ORGANICS, AND ACHIEVE 1500 PSF MIN APPLIED. S. WOOD BLOCKING OR ANY OTHER HOST ATTACHMENTS , 'VERTICAL, AND ANY FANS OR ACCESSORY COMPONENTS AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING' BEARING PRESSURE AND LATERAL BEARING PRESSURE 5.7. PROVIDE 2-#5 X 48" DIAGONALLY AT CORNERS OF ALL rrnn SUCH AS STEEL STUDS,WOOD STUDS,'ETC = SHALL BE REMOVED. WINDSCREENS, IF SPECIFIED, SHALL CODE-ALUMINUM (D1.2). MINIMUM WELD IS-1'/8" THROAT BELOW NAT.URAL'GRADE OF 150 PSF. OPENINGS WIDER THAN 15". EXTEND BOTTOM BARS 8" U ko tD BE RETRACTED PRIOR TO WIND SPEEDS OF 35 MPH. FULL PERIMETER FILLET WELD UNLESS OTHERWISE NOTED. 2• EXCAVATIONS NEAR ADJACENT FOOTINGS AND PAST OPENINGS GREATER THAN T-0"ON BOTH SIDES. DESIGN CRITERIA: 2. THIS STRUCTURE SHALL NOT BE WALKED UPON AND IS NOT 11. STAINLESS STEEL FASTENERS SHALL BE ASTM F593 316 SS FOUNDATIONS SHALL NOT REMOVE LATERAL SUPPORT S.B. LAP SPLICES IN WELDED WIRE FABRIC ARE TO BE MADE _ O INTERNATIONAL BUILDING CODE(2018) DESIGNED FOR HUMAN ACTIVITY OR STORAGE. COLD WORKED CONDITION. PROVIDE(5) PITCHES MINIMUM WITHOUT FIRST UNDERPINNING OR PROTECTING THE THE SUCH THAT THE OVERLAP MEASURED BETWEEN � (j U NEW YORK7-16 STATE BUILDING CODE(2020) T IS 3. THE STRUCTURE SHALL BE POSTED WITH A LEGIBLE PAST THE THREAD PLANE FOR ALL SCREW CONNECTIONS. FOOTING OR FOUNDATION AGAINST SETTLEMENT OR OUTERMOST CROSS WIRES OF EACH FABRIC SHEET V Urito j ASCE -16 LOAD COMBINATIONS AND READILY VISIBLE DECAL OR PAINTED ALL FASTENER CONNECTIONS TO METAL' SHALL PROVIDE LATERAL TRANSLATION. NOT LESS THEN THE CROSS WIRE SPACING PLUS 3" (/') cn Lu Ur)INSTRUCTIONS TO THE OWNER OR TENANT STATING 2xDIAMETER EDGE DISTANCE AND 2.SxDIAMETER SPACING. 3. SOIL SHALL BE CLASSIFIED OR VERIFIED BY OTHERS PRIOR 6. SHOP DRAWINGS SHALL BE SUBMITTED FOR E.O.R. REVIEW W J Lu 1. DEAD LOADING THAT (1) THE SYSTEM IS NOT DESIGNED FOR HUMAN '12.-SELF-DRILLING SCREWS SHALL BE TEK BRAND/ALL POINTS TO CONSTRUCTION AS SAND CLASS OR BETTER. SHOULD AND APPROVAL-BEFORE-INSTALLATION. Q � � d 1.1. ROOF DEAD LOAD........................... 5 PSF ACTIVITY, (2) TO REPOSITION--THE__LOUVERS AND FASTENERS OF SIZE #14, STAINLESS STEEL 300 SERIES, OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED'THE: T,-_ALL STRUCTURAL PRECAST UNITS AND THEIR ATTACHMENTS 7 W X WINDSCREENS DURING WIND OR SNOW ADVISORIES,, WITH,MINIMUM 1/2" THREAD ENGAGEMENT BEYOND THE ENGINEER OF RECORD MUST BE NOTIFIED. TO_THE;MAIN STRUCTURE SHALL BE INSPECTED AFTER z W Z LU 2. LIVE LOADING AND (3) THAT CARE SHALL BETAKEN TO-AVOID THE , CONNECTED PART,UNLESS OTHERWISE NOTED. 4. FILL TO BE PLACED OVER THE NATURAL GROUND! TO ERECTION;BUT.BEFORE CONCEALMENT. SUCH INSPECTIONS 'n a LU O� z 2.1. ROOF LIVE LOAD............................. 20 PSF BUILDUP OF SNOW, DEBRIS, CONSTRUCTION LOADS; 1'3. THE' CONTRACTOR IS RESPONSIBLE TO INSULATE ALL ACHIEVE THE FINISH PAD ELEVATION. BACKFILL MATERIAL SHALL BE-PERF,ORMED'BY AN ARCHITECT OR PROFESSIONAL uLL OR OTHER FORCES THAT MAY EFFECT-THE INTEGRITY 'MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT SHALL CONSIST OF CLEAN GRANULAR SOILS CONTAINING _.__ENGINEER REGISTERED IN THE PERMITTING STATE. �� � 3. SNOW LOADING OF THIS DESIGN. THE CANOPY -OWNER SHALL BE j ELECTROLYSIS. LESS THAN 5% ORGANIC WITH NO MORE THAN 30% ROCK; __- I t• U) = LU LU 3.1. GROUND SNOW LOAD...................... 25 PSF NOTIFIED OF THESE CONDITIONS BY THE'`PERMIT 14.,•ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED& AND NO ROCK LARGER THAN 3 INCHES IN DIAMETER AND l WW O U z 3.2. SNOW EXPOSURE FACTOR................ 1.0 HOLDER AT THE TIME OF SALE. INSTALLED BY OTHERS. PLACED IN LOOSE LIFTS NOT TO EXCEED 12 INCHES IN_ CERTIFICATION''&'LIABILITY n O O 3.3. SNOW LOAD IMPORTANCE FACTOR.... 1.0 4. SYSTEM SHALL BE EQUIPPED AND SOMFY CERTIFIED WIND STRUCTURAL WOOD(AS APPLICABLE): THICKNESS. ALL FILL MATERIAL FOUND AT FOUNDATION 1-. -USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE Z co (9 3.4. THERMAL FACTOR........................... 1.2 SENSOR WHICH WILL ROTATE THE LOUVERS-TO THE.OPEN ,1. ALL DIMENSION LUMBER SHALL BE STRUCTURAL GRADE #2 LEVEL AND BACKFILL SHALL BE COMPACTED TO 98%OF THE PROPOSED,SYSTEM LAYOUT, COMPONENTS SELECTED, AND � Z 3.5. SNOW DRIFT.................................. PER CODE (VERTICAL) POSITION WHEN PEAK WIND GUSTS REACH-60' DOUGLAS FIR-LARCH OR BETTER MEETING APPLICABLE AND STANDARD PROCTOR DENSITY. INSTALLATION.-'THESE DRAWINGS ARE NOT INTENDED TO BE M W MPH OR GREATER. IT IS RECOMMENDED THAT THE PERGOLA_, - PRESSURE-IMPREGNATED (PT) BY AN APPROVED PROCESS CONCRETE USED AS FABRICATION OR SHOP DRAWINGS. N 4. WIND LOADING INPUTS SYSTEM BE UNPLUGGED--ONCE THE-_',1NIND 'SENSOR - (ACQ "'0.4 PRESSURE TREATED) PRESERVATIVE IN 1. CONCRETE MIXTURES SHALL BE DESIGNED T,0"REACH[A 2. iDIMENSIONS�ARE;SHOWN.jTO ILLUSTRATE DESIGN FORCES _-- 4.1. METHODOLOGY............................... OPEN ACTIVATES THE OPEN POSITION.-'IT-IS THE OWNER'S ACCORDANCE-WITH THE APPLICABLE PROVISIONS OF THE COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS., ''j ) r AND:OTHER_D_ESIGN CRITERIA; THEY MAY VARY SLIGHTLY, STRUCTURE RESPONSIBILITY TO ENSURE THE;;LOUVERS`ARE-1PROPERLY =BUILDING CODE AND AMERICAN WOOD PRESERVERS ASSN 2• ALL MIXING, TRANSPORTING, PLACING, & CURING-OF,, BUT „SHALL-__REMAIN; -IN I,5CONFORMANCE WITH THECD 4.2. RISK CATEGORY.............................. II ROTATED IN THE EVENT OF POWERS LOSS'OR,SENSOR., ,:__(AVdPA) "BOOK OF STANDARDS" OR 0.42 SPECIFIC GRAVITY CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318. ;; ,LIMITATIONS-OF THIS PLAN.THE CONTRACTOR IS TO VERIFY z 3. NO ADMIXTURES ARE TO BE USED WITHOUT THE WRITTEN ` 'ALL ''^FIELD 'DIMENSIONS"PRIOR TO INSTALLATION, AND -' 4.3. ULTIMATE WIND SPEED.................... 130 MPH MALFUNCTION PRIOR TO A DESIGN EVENT. ENSURE SYSTEM MIN. 0 (ASO=SQRT(0.6)*Vult) IS CLEAR OF EXCESSIVE DEBRIS &LOADING AT ALL TIMES. 2. ALL METAL CONNECTORS IN CONTACT WITH WOOD USED IN APPROVAL OF THE ABOVE-SIGNED ENGINEER. VERIFY THAT PROPOSED DIMENSIONS AND FIELD �~ 4.4. WIND EXPOSURE FACTOR................. B PERGOLA OWNER SHALL BE NOTIFIED IN WRITING OF THESE LOCATIONS EXPOSED TO WEATHER SHALL BE GALVANIZED. 4. CONCRETE SHALL BE TYPE 1 PORTLAND CEMENT MEETING CONDITIONS AGREE WITH THIS PROPOSED PLAN. m Z w THE REQUIREMENTS OF ASTM C150, AGGREGATES TO MEET 3. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. n 4.5. DIRECTIONALITY/OTHER FACTORS..... Kd=0.8S, CONDITIONS & BY USE OF A PERMANENT LABEL NEAR THE 3. NAILS SHALL PENETRATE THE SECOND MEMBER A DISTANCE n G=0.85,Kz=0.85,Kzt=1.0 OPERATING MECHANISM. EQUAL TO THE THICKNESS OF THE MEMBER BEING NAILED ASTM C33.POTABLE WATER SHALL BE USED. INFORMATION CONTAINED HEREIN IS BASED ON p 0) 4.6. MEAN ROOF HEIGHT......................... 10 FT MAX 5. NO CERTIFICATION IS OFFERED FOR WATERPROOFING, THERETO.THERE SHALL BE NOT LESS THAN 2 NAILS IN ANY 5. SLUMP SHALL BE A MINIMUM OF 3" AND MAXIMUM OF 5" CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. Q LLU IY1 4.7. SYSTEM MOUNTING HEIGHT.............. 0-FT 0-IN+/- SIZING, OR OPERATION OF GUTTERS. ALL GUTTERS SHALL CONNECTION. CONCRETE DURING AND IMMEDIATELY AFTER DEPOSITING ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE Z � Z r) Z BE KEPT CLEAN OF DEBRIS AND PERIODICALLY CHECKED. 4. MEMBERS SHALL BE FREE OF CRACKS -AND KNOTS. SHALL'BY_-_THOROUGHLY COMPACTED BY MEANS OF OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE C� i- "t Z (AT GRADE)'-----___ o _-,--,-__-- MECHANICAL VIBRATION. DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED Do ~ O - - 5. SEISMIC LOADS(DOES NOT GOVERN)---,-- -- . 6f SYSTEM NOT DESIGNED FOR WATERSHED OF RAINFALL MOISTURE CONTENT SHALL BE 19/o OR LESS., U) C, Z 5.1. RISK CATEGORY.......:.... .:::. - II FROM ADJACENT ROOFS UNLESS SPECIFICALLY SHOWN 5. WOOD THAT IS IN CONTACT WITH CONCRETE,OR MASONRY, -REINFORCING STEEL PRIOR TO CONSTRUCTION. THIS ENGINEERING SHALL BE _. 101 M J Q "'"' '" 1 1 ALL `REINFORCEMENT SHALL BE DEFORMED BARS OF NOTIFIED AND' GIVEN' AN OPPORTUNITY TO 'REEVALUATE (' Q Z O 5.2. SITE CLASS..................:.................. D-DEFAULT HEREIN, TYP. ENGINEERING EXPRESS "EX" SHALL AND AT OTHER LOCATIONS AS SHOWN ON STRUCTURAL INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO OUR WORK UPON DISCOVERY OF ANY INACCURATE ~ _ = I < _ 5.3. SS.................................................. 0.19 - \- RE-EVALUATE THE SYSTEM IF INSTALLATION CONDITIONS DRAWINGS,SHALL BE PROTECTED WITH 30#FELT.(UNLESS Ln F Z In 5.4. SS........................ . .... - 1 0.044 ALLOW FOR RUNOFF FROM ADJACENT ROOF AS IT MAY NOT NOTED OTHERWISE) OR PRESSURE TREATED'--IN. _-I CURRENT .REQUIREMENTS OF ASTM A615, GRADE 60 INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD z = w on = S.S. SEISMIC DESIGN CATEGORY(SDC)..::.- A BE CLEAR DURING THE DESIGN PHASE. ACCORDANCE WITH AITC-109. MEMBER SIZE SHOWN ARE]; -- (U.O.N.), FREE FROM OIL, LOOSE SCALE AND LOOSE RUST CONDITIONS AND FABRICATION AND INSTALLATION OF O O 0 O NOMINAL UNLESS NOTED OTHERWISE. I AND BENT;.LAPPED, PLACED, SUPPORTED AND FASTENED MATERIALS. J In H N 5.6. LONG TRANSITION PERIOD(TL)......... 6 STRUCTURAL MATERIALS AND ACCORDING TO THE'ACI DETAILING MANUAL" (SP-66)AND 4. USE OF THIS SIGNED & SEALED DOCUMENT CONSTITUTES Q n 5.7. LATERAL RESISTING SYSTEM--._ OTHER MATERIALS(AS APPLICABLE) 5.7.1. CANTILEVER COLUMN(G.1.SPEG.)__ 'CONNECTIONS 1. ANY SPECIFIED LIGHT GAUGE STEEL MEMBERS SHALL-- THE'ACI 318. ACCEPTANCE OF THE PROPOSED SYSTEM LAYOUT, c~n rI STRUCTURAL ALUMINUM&ALUMINUM WELDING: CONFORM TO ASTM A36 AND CURRENT EDITION OF AISC 2.I.ALL WELDING WIRE FABRIC IS TO CONFORM TO ASTM A185 COMPONENTS SELECTED, AND INSTALLATION Q 6. A.S.D.COMBINED LOADING 1. ALL COMPONENTS SHALL BE STRUCTURAL ALUMINUM WITH MINIMUM Fy=36KSI J[MINIMUM YIELD STRENGTH OF 85 KSI. REQUIREMENTS. 6.1. GRAVITY(+).::::.:..........,.::.:.............. .,-26.00-PSF• (U;N.O.) AND SHALL BE FABRICATED AND ERECTED 2. GLASS PANELS (IF SHOWN) SHALL--BE -MINI 3/W'.FULLY ,3.,__CLEAR,COVER,IFOR REINFORCEMENT SHALL BE AS FOLLOWS 5. THIS DOCUMENT SHALL NOT BE USED OR REPRODUCED 6.2. UPLIFT(-) ' ' .'..:...:.:I ,_ -6. -PSF--- • ij ACCORDING TO THE GOVERNING BUILDING CODE AND TEMPERED GLASS & MUST COMPLY-WITH ANSI-Z97.i %. =UNLESS;OTHERWISENOTED': WITHOUT THE ORIGINAL SIGNATURE & RAISED SEAL OF " MATERIAL STANDARDS REFERENCED ON THIS SHEET. - FOOTINGS EXPOSED TO EARTH: 3" P.E. N o _ _-_- _. THE CERTIFYING ALTERATIONS ADDITIONS OR OTHER 6.3. LATERAL..................,_..............I....... =-_18.53 PSF__ >_ THICK CATEGORY II CPSC 16 CFR 1201 AS CERTIFIED BY GLASS ____ __ u o m z ., ALL STRUCTURAL ALUMINUM SHALL BE MIN 1 8" T i 1; _ UNFORMED FACES EXPOSED TO EARTH: 3" MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND O o F o U 2 / H MANUFACTURER _ 1 U.N.O.AND BE OF THE FOLLOWING ALLOY AND TEMPER: :. H. S AND o ANCHORS&FASTENERS FORMED FACES IN CONTACT WITH EAR 2 w F T INVALIDATE OUR CERTIFICATION. PHOTOCOPIES GENERAL NOTES' 2.1. BEAMS,PURLINS,COLUMNS..... 6063-T6 SLABS NOT IN CONTACT WITH EARTH: 3/4" UNSEALED DOCUMENTS ARE NOT TO BE ACCEPTED. z z 1. ALL FASTENERS TO BE #14 OR GREATER ASTM F593 COLD o < w 2.2. ALL OTHER EXTRUSIONS.......... 6063-T6 SLABS EXPOSED TO WEATHER: 2" 6. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL y w o a z 1. THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE WORKED 316 STAINLESS STEEL, UNLESS NOTED FABRICATED IN ACCORDANCE WITH THE STRUCTURAL 2.3. FASTENERS..........................:. SS 316 OTHERWISE. FASTENERS SHALL BE CADMIUM-PLATED OR BEAMS AND COLUMNS: 1-1/2" DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY U z.0.1 y o 0 PROVISIONS OF THE ABOVE REFERENCED BUILDING CODE. 3. STRUCTURAL ALUMINUM SHALL BE FRAMED PLUMB AND OTHERWISE CORROSION-RESISTANT MATERIAL AND SHALL 4. ALL STEEL SHALL BE SECURELY HELD IN PLACE DURING CONTRACTOR,et.al.INDEMNIFIES&SAVES HARMLESS THIS Z w 0 Kg STRUCTURE SHALL BE FABRICATED IN ACCORDANCE WITH TRUE AND ADEQUATELY BRACED DURING CONSTRUCTION. POURING OF CONCRETE. IF REQUIRED, ADDITIONAL BARS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL 3:COMPLY WITH "SPECIFICATIONS FOR ALUMINUM K m z z o ALL GOVERNING CODES. CONTRACTOR SHALL INVESTIGATE 4. ALL BEAMS SHALL HAVE A MINIMUM 1 1/2" DEPTH FULL STRUCTURES"BY THE ALUMINUM ASSOCIATION,INC.,&ANY SHALL BE PROVIDED BY THE GENERAL CONTRACTOR TO FEES & APPELLATE FEES RESULTING FROM MATERIAL F Zoo:,,,- AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS BEARING SUPPORT UNLESS NOTED OTHERWISE. FURNISH SUPPORT FOR ALL BARS. FABRICATION,_ SYSTEM ERECTION, & CONSTRUCTION w cw I'M.z o _APPLICABLE FEDERAL,STATE,AND/OR LOCAL CODES. a 0,z- WHICH MAY APPLY AND GOVERN. DESIGN CRITERIA OR 5. WHERE ALUMINUM IS IN CONTACT WITH OTHER METALS 2. ALL-METAL CONNECTORS USED IN LOCATIONS EXPOSED TO 5. WHEN REINFORCING STEEL IS NOTED AS CONTINUOUS __ PRACTICES BEYOND-THAT-WHICH IS CALLED FOR BY LOCAL, a&W<< SPANS BEYOND STATED HEREIN MAY REQUIRE ADDITIONAL EXCEPT 300 SERIES STAINLESS STEEL,ZINC`OR-CADMIU- WEATHER SHALL BE HOT-DIP GALVANIZED. REINFORCING IN SLABS, WALLS, AND/OR BEAMS, SPLICE ESTATE,._& FEDERAL CODES;& FROM DEVIATIONS OF THIS s w o SITE SPECIFIC SEALED ENGINEERING. AND THE FAYING SURFACES ARE EXPOSED TO MOISTURE, 3. ALL FASTENERS SHALL BE SPACED WITH 2x DIAMETER END CONTINUOUS REINFORCING STEEL ONLY WHEN - _PLAN, '-�o s> 2. THE EXISTING HOST STRUCTURE MUST BE CAPABLE OF THE OTHER METALS SHALL BE PAINTED OR COATED=WITH . UNAVOIDABLE DUE TO STOCK LENGTHS. N w 7. ALTERATIONS, '-ADDITIONS, HIGHLIGHTING, OR OTHER m w o DISTANCE AND 2.SxDIAMETER MIN. SPACING TO ADJACENT w o N 0 z SUPPORTING THE LOADED SYSTEM AS VERIFIED BY THE ZINC,CADMIUM,OR ALUMINUM. FASTENERS, UNLESS NOTED OTHERWISE. PROVIDE (5) 5.1. LAP CONTINUOUS REINFORCING A MINIMUM OF 48 BAR _ _ MARKINGS TO THIS DOCUMENT ARE ONLY PERMITTED TO Y w S o ENGINEER & OR ARCHITECT OF RECORD, et.al. THE HOST 6. UNCOATED ALUMINUM SHALL NOT, BE EXPOSED TO F?ITCHES MINIMUM PAST THE THREAD PLANE FOR ALL DIAMETERS IN BEAMS &COLUMNS, 36 BAR DIAMETERS SHOW SITE-SPECIFIC CONDITIONS, HOWEVER ANY o STRUCTURE WHICH IS DESIGNED, CERTIFIED, AND MOISTURE OR RUNOFF THAT HAS COME IN CONTACT WITH IN SLABS. CHANGES, ALTERATIONS OR ADDITIONS MADE TO THE FASTENERS. 0 K INSPECTED BY OTHERS MUST PROVIDE SUFFICIENT, OTHER UNCOATED METALS EXCEPT 300 SERIES STAINLESS 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH 5.2. STAGGER ALL SPLICES A MINIMUM OF FOUR FEET. CONTENT OF THIS''DOCUMENT WILL INVALIDATE THIS z F c 3 a i CAPACITY FOR THIS SPECIFIED DECK SYSTEM. NO STEEL, ZINC, OR CADMIUM. ALUMINUM SURFACES TO BE Z MANUFACTURERS' RECOMMENDATIONS. MINIMUM ADJACENT BAR WITH SPLICES ARE NOT ACCEPTABLE. CERTIFICATION: ` - WARRANTY OR GUARANTEE TO THESE CONDITIONS, EITHER PLACED IN CONTACT WITH MASONRY, CONCRETE, WOOD, EMBEDMENT SHALL BE AS NOTED HEREIN. MINIMUM 5.3. LOCATE TOP BAR FOR SPLICES WITHIN MIDDLE HALF GO 8. -EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL COPYRIGHT ENGINEERING EXPRESS® EXPRESSED OR IMPLIED, IS OFFERED WITH THIS FIBERBOARD, OR OTHER POROUS MATERIAL THAT ABSORBS-' EMBEDMENT AND EDGE DISTANCE ARE DEPTHS INTO SOLID THE SPAN AND LOCATE BOTTOM BAR SPLICES AT CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED CERTIFICATION. WATER SHALL BE PAINTED. SUBSTRATE AND DO NOT INCLUDE THICKNESS OF STUCCO, SUPPORTS, OR BETWEEN SUPPORTS AND 1/3 SPAN 25-85721 3. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE 7. FOR ALUMINUM IN CONTACT WITH CONCRETE:-.ACCEPTABLE' FOAM; BRICK;AND OTHER WALL FINISHES. ALL CONCRETE POINT UNLESS NOTED OTHERWISE ON PLANS,-DETAILS - = I IMPOSING LOADS ON ROOF, INCLUDING BUT NOT LIMITED PAINTS: PRIMING PAINT (ONE 'COAT),--SUCH AS, ZINC , '' ANCHORS: SHALL BE INSTALLED TO NON-CRACKED OR SCHEDULES. 1 - ( -; - t SCALE:NTS UNLESS NOTED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY MOLYBDATE PRIMER IN ACCORDANCE WITH_ FEDERAL CONCRETE ONLY. DF GREATER DESIGN CRITERIA. ALL STRUCTURAL MEMBERS AS SPECIFICATION TT-P-645B ("GOOD.QUALITY",-.NO LEAD 5 ANCHOR' QUANTITIES INDICATED IN DETAILS ARE FOR VISIT,ECALWO/STRUXURE 21 SHOWN HAVE BEEN DESIGNED TO CARRY IN PLACE DESIGN CONTENT). ALT: HEAVY COATING OF ALKALI NO -GRAPHICAL PURPOSES ONLY. DO NOT SCALE DIAMETER, CALL 811 �. - ' FOR ENGINEER CERTIFIED ORIGINALS LOADS ONLY; THE CONTRACTOR SHALL BE RESPONSIBLE BITUMINOUS PAINT. ALT: WRAP ALUMINUM WITH A LENGTH, OR PENETRATION(S). HEAD STYLE(S) ARE FREELY BEFORE • &MORE INFORMATION ABOUT THIS DOCUMENT YOU DIG OR SCAN THE OR CODE TO THE RIGHT> OR VISIT VISIT ENGINEERINGEXPRESS.COMISTORE . VAM(.Al I R11(:(1M FOR ADDITIONAL PLANS.REPORTS&RESOURCES - SHEET INDEX STRUXURE " t 154 ETHAN ALLEN DR. GENERAL NOTES S-1 DAHLONEGA, GA 30533 (800) 303-5248 COVER PAGE A100 o� PERSPECTIVE VIEW A101 * aa3 $ TOP VIEW A102 �o y o PRESENTED BY POST LAYOUT VIEW A103 IL u cn TITAN SHUTTERS BEAM LAYOUT VIEW A104 °„�b�� Quo GUTTER LAYOUT VIEW A105 �s * Li a rl rl ELECTRICAL PLAN A106 I � w ~ PROJECT SECTION 1-1 A200 zLu o o=aw VALENTINO SECTION A-A A201 W N=m N ww°za DETAILS A300 WW W M� ° Z 0 LL �°� X w" W DETAILS A301 C�Q -,o Uj o_z 20�m Q � ow000 W Z k ADDRESS DETAILS A302 W W o o w Z w601 I" a20z �U.z< �d DETAILS A303 ^ v°m z o~ <` o = 705 NAKOMIS RD DETAILS A304 SOUTHOLD, NY 11971 DETAILS A305 DETAILS A306 DETAILS A30 CONTRACT NO. O DETAILS A308 O- MOTOR SPECIFICATION A400 Z N/A REVISIONS A500 II cf) z � o Zoo Y TM Q o NOTES j > O� U tk U R cm i j FRAME: BLACK LOUVERS: GREY STRUXURE INC. SYSTEM: 8" BEAMS 5.5" GUTTERS DESCRIPTION 154 ETHAN ALLEN DRIVE ELEVATION: GRADE (1)THE ROOF SYSTEM IS NOT DESIGNED FOR HUMAN D A H L O N E G A, GA 30533 DATE ACTIVITY 0 4/0 3/2 5 (2) THIS SUN CONTROL STRUCTURE SHALL HAVE LOUVERED BLADES LOCKED IN THE VERTICAL POSITION DURING A HURRICANE WARNING OR ALERT AS DESIGNATED BY THE DRAWN BY NATIONAL WEATHER SERVICE OR WHEN WIND SPEEDS ARE PREDICTED TO BE 75 MPH. (3) REPOSTION THE LOUVERS AND WINDSCREENS DURING WIND OR SNOW ADVISORIES. �] (4) AVOID BUILDUP OF SNOW,DEBRIS,CONSTRUCTION LOADS, r ALE THISDEOR R FORCES DESIGN. HAT GUTTERS AFFECT EANOF INTEGRITY SAN RECOMMENDED LABEL: (ONLY I DURING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THE THIS DESIGN.GUTTERS SHALL BE CLEAN OF DEBRIS AND PERIODICALLY ISCHECKED. RECOMMENDATION BY ENGINEERING U.S. WEATHER BUREAU AS A HIGH WIND OR SNOW ADVISORY SHEET NO. (5) THIS SYSTEM IS EQUIPPED WITH SOMFY SENSOR TO ROTATE THE LOUVERS TO EN AN 0 MPH.ITISPOSITION)HAT OWNER'S EXPRESS. STRUXURE SHALL PROVIDE A LABEL V FOR THE AREA, THIS SYSTEM MUST BE LOCKED IN THE OPEN GUSTSGREATERT TOENS ENSURE THE LOUVERS SERE ) O POSITION, WITH THE LOUVER BLADES VERTICAL THE 100 RESPPROPERLYR TATEDINTHEE ENT OFPOWE L SIMILAR TO THE BELOW . LABEL SHALL BE SENSORMALFU CTIONPRIORTOAHIGHWERLOSSOR )tk STRUCTURE SHALL ALSO NOT BE WALKED UPON AND IS NOT SENSOR MALFUNCTION PRIOR TO A HIGH WIND/SNOW POSTED AT A VISIBLE LOCATION SUCH AS A EVENT.ENSURE SYSTEM IS CLEAR OF EXCESSIVE DEBRIS&LOADING AT ALL TIMES. POST AT A HEIGHT OF 40 TO 60" FROM THE FLL. DESIGNED FOR HUMAN ACTIVITY OR STORAGE. AL UM/NUM T YPE. LQUVERS` 6063-T5 $I R V �U R G TM 154 ETHAN ALLEN DR. ALL OTHER COMPONENTS 6063-T6 DAHLONEGA, GA 30533 (800) 303-5248 d" w� * N3a 0 W yQ O o z Go c LL uJ U �S1 yy u l n 0 u ^� O z�og z LU LL U u Wr^ N=MN od�Za a zi Q a � G�o w LL,f11�1W °W r LULL QOz� Fuaw� 2: �( ,J W O z -.zo u") E Z Imo,\, N S W ul�=0� LU LU 40' Z O C7 Uumza / 1 m z oo�. M I1J Nw�LL ry ra OO\ _Z � � V J Z 0 W < 0 J uJ Q 0 > rl, 0 V! DESCRIPTION PERSPECTIVE VIEW LEGEND DATE 04/03/25 DRAWN BY IB:S SCALE N.T.S. SHEET NO. A 101 AL UM/NUM TYPE. LG7UVER5� 6063-TS S T R U '.U R�'" 154 ETHAN ALLEN DR. ALL OTHER COMPONENTS 6063-T6 DAHLONEGA, GA 30533 (800) 303-5248 CIEs A-A 0 A201 LL.z f OD�L o 'Z a u * U 9 N 0 r^ w u tip o w z n o wzn� Y m® $_4 U Z(DcV0 z LL ff1 �"M aWU-Wi Xz LU wuj N 2 M W 06<'z -- - -- - - - - - - - - ZW �J M' l9�G�0 0 DL O ` Q�ZW ¢[z7¢W� fall 1 I \ a- z "'o" N ~ O-' 3www~ W 2 W 0 F WW 0I-U W WNw�°z Q a (13 .0 16 z K I co z ......... RED DASHED LINE INDICATES N <,- HOST ATTACHMENT, BLACK FRAPAI I OSEE PAGE A307 GRAY LOUVER � 0 � " I Q O- 2 249Y2° z ! \' Zoo LjJ :Q Q ! I I I ___1 L f) � CD Q 1-1 118° ! i A200 U7 I I I DESCRIPTION I , 1 I�11 � TOP VIEW DATE 2° 04/03/25 270' DRAWN BY i &5 SCALE A B P 1/4" = T-0" I SHEET NO. A-A v jTOP VIEW A201 o A 102 SCALE: 1/4" = 1'-0" T AL UM/NUM TYPE.- LQUVERS' 6063-TS $I R V B U R�'" 154 ETHAN ALLEN DR. ALL OTHER COMPONENTS 6063-T6 DAHLONEGA, GA 30533 (800) 303-5248 oN w� 0 u Q p O U. N b o � 04 in * u ID Ln s � w 0 a. Lu Lu LL U rn ,� 111 VJ }M a22 Lu (n f-M(n d�o z Of a a uJ'1i W= W 6g z J J X- w WOZ ~ul2NW 1� Zk Q LL �O000 N Q tea' or w Will a wr QQ E F� u" zinwNw K I��a O U f,,< Z O C7 � m / It m Z Orri= M W a ry i�f� ry ra O 0- 244Y2° 241�2° ® ® o ® ® 241�2° �44�2° z zoo LjJ QO Wiz = Qern �— o > � 0 U) DESCRIPTION POST LAYOUT VIEW DATE COLUMN 6"x 6"x 1/8" 254° COLUMN 6"x 6"x 1/8° 04/03/25 DRAWN BY IDS z6o° SCALE 1 A 6 1/4"" = T-0"" I V SHEET NO. OPOST LAYOUT VIEW O A 103 SCALE: 1/4" = 1'-0" T AL UM/NUM TYPE- S I R U I U R C- LQUVERSA 6063-T5 154 ETHAN ALLEN DR. ALL OTHER COMPONENTS 6063-T6 DAHLONEGA, GA 30533 (800) 303-5248 o� * a3� N$ � 4 0 0 w coe z Nco o � � _ ^ � N � O a u * Ll LE 5 LE 0 Lu U ^� z CORNER BEAM CORNER BEAM a .p CONNECTOR CONNECTOR W W Q a NGSo 0 - - - - - - - - - - - - - - - - - - - - - - - z rn x }¢ U� QOW O z Z ZX <-�Q---- pep N ~2 d W Wlll a�az wZ Vw O c7 ppmza m Z o s N W �w�LL N =Q� 8" BEAMS AND 5.5"GUTTERS 114" DOUBLE INTERIOR BEAM(2)2"x 8"x1/8" 000- Z � � DOUBLE PERIMETER o ® COo ® ® DOUBLE PERIMETER �- z BEAM (2)2"x 8"x 1/4" BEAM (2)2"x 8"x Z/4" 0 Z 0 0 WQO J Z = QLn �- O r,-, 0 114" Cn 262" 6x8 COVER 6x8 COVER DESCRIPTION BEAM LAYOUT -- - --- - - - - - - - - - ki VIEW -- - -- - -- - ---- DATE 04/03/25 CORNER BEAM DOUBLE PERIMETER CORNER BEAM DRAWN BY CONNECTOR i BEAM (2)2"x 8"x1/8" CONNECTOR IaS SCALE 1 A B 1/4" = T-0- V SHEET NO. M LAYOUT VIEW 0 A 104 ("B . 1/4" = 1'-0" T AL UM/NUM TYPE. LQUVERS� 6063—TS S i R U '.U R �'" 154 ETHAN ALLEN DR. ALL OTHER COMPONENTS 6063—T6 DAHLONEGA, GA 30533 (800) 303-5248 NOTE(s): 1) DRAINAGE IS BY OTHERS AND IS NOT INCLUDED IN THIS * N33 CERTIFICATION. 2)ALL ELECTRICAL WORK AND w��a 4 �o 0 HARDWARE INSTALLATION SHALL BE DESIGNED AND APPROVED BY00 OTHERS AND IS NOT INCLUDED IN Z THIS CERTIFICATION. ryes QUO 3) NON-STRUXURE PRODUCTS ARE BY s OTHERS AND ARE NOT INCLUDED IN * tn THIS CERTIFICATION o z � o w ola6 � rc® o Zugo z LLrn n V VJ Ih Wz.W Z ZW o=LL " Goo 0 - - - - - ---- - - - - - - ; - - - - - - - - - -- - - - oa ��oz H<nn B Z Q-�—— x amg Wo W rLLof p N�— oFw z CORNER GUTTER CORNER GUTTER W W aNv >` o gz� wZ " ZOO m < Zur = 1 o N xs�~ N ra I 5 Al" 03" "GUTTER � � 5 Z"GUTTER i PASS THROUGH GUTTER PASS THROUGH GUTTER I 0 z I �i Q0 712 BEAM CHASE WITH DOUBLE 2°x 8" z x a BEAMS ON BOTH SIDES(4 TOTAL) Ln 5 z"GUTTER 5 Z"GUTTER CD i 1030 > 0 s A� s i` I 251" ! s C RN ER GUTTER CORNER GUTTER ` DESCRIPTION GUTTER LAYOUT VIEW -- - - -- - - - - -- - - - __. ._ �, ..�-�._. _._.. __._ __._� r __ DATE 5 i°GUTTER 0 4/0 3/2 5 DRAWN BY &5 SCALE A B 1 1/4" = 1._0.. V SHEET NO. OGUTTER LAYOUT VIEW 0 A 105 SCALE: 1/4" = 1'-0" T AL UMINUM TYPE. NOTE: S T R U y U R G- LQUVERS 6063-T5 FANS/LAMPS AND THEIR CONNECTION S ARE BY OTHERS, 154 ALL DR. TO THE FAN BEAM ALL OTHER COMPONENTS 6063-T6 ( ) DAHLONEGONEGA. GA 30533 AND ARE NOT INCLUDED IN THIS (800) 303-5248 NOTE(s): CERTIFICATION. 1) DRAINAGE IS BY OTHERS AND IS MAX FAN/LAMP WEIGHT= 100 LBS. NOT INCLUDED IN THIS * a33 '$ CERTIFICATION. e� 0 2)ALL ELECTRICAL WORK AND o HARDWARE INSTALLATION SHALL BE ��a o z co DESIGNED AND APPROVED BY OTHERS AND IS NOT INCLUDED IN tn THIS CERTIFICATION. / 3) NON-STRUXURE PRODUCTS ARE BY s * �o OTHERS AND ARE NOT INCLUDED IN THIS CERTIFICATION z � o W o<ww z'a > CEO ^ }M O zNouk z VJ ao�of W(n =Mn w�rzi a LuLu 0 Z ,j uoam WW uo) a0u fo>,nd� `w1 z O z uumza Co W ort�< j PUCK LIGHT-BY OTHERS 0 I I dl 19 z - i a I' 0 t 3 FAN -BY OTHERS--I Q E P Ln �i CD _! 0 Ali E SCONCE LIGHT BY OTHERS DESCRIPTION FAN & LIGHTS LAYOUT VIEW - -- - - - - -- - - - - - DATE 04/03/25 ' DRAWN BY &S SCALE A B P 1/4" = 1"-0 V SHEET NO. OELECTRICAL PLAN o A 106 SCALE: AL UM/NUM TYPE. S T R U y U R c- LOUVERS 6063-T5 154 ETHAN ALLEN DR. ALL OTHER COMPONENTS 6063-T6 DAHLONEGA, GA 30533 C800) 303-5248 Zo * N33 �g Jj 0 Z Tw u a * U 9 ID i i o Lu Z_ n E pza."w. > rc® r'OU g^�et Z I 'i LrrUnn.uW LON yaWW�.a.uoowfaw?m a M � 2Z WJamG6J w Lu xcc W � z oL >Q WUJ I-2�uua Nwww� DOUBLE PERIMETER SINGLE PERIMETER rI a W WOW6Z 262" azvo(D uU.Z< BEAM 2"x 8"x 1/4" LOUVER BEAM 2"x 8"x 1/4" 1 ^ M m W 000M N r¢f 6x8 COVER 618 COVER N PASS THROUGH GUTTER 5 z"GUTTER 00 SCONCE ON POST- SCONCE ON POST- _ MATCH SCONCE MATCH SCONCE Z HEIGHT ON HOUSE HEIGHT ON HOUSE 120" Cn g'-4° z COLUMN 6"x 6"x 1/8" COLUMN 6"x 6"x 1/8" z 0 0 W Q J ' O �54" _ CD CD NOTE: r , 6"x6"posts(aLL)embedded 30"into 30"wide x \ 30"wide x 36°deep footings; DESCRIPTION The footing is below grade past the bLuestone T SECTION 1-1 DATE 04/03/25 DRAWN BY IDS CA) UB P SCALE I1/4"" = T-0"" V SHEET NO. OSECTION 1 -1 0 A 200 SCALE: 1/4" = 1'-0" T AL UMINUM TYPE 5 T RU ' URA'" LOUVERS 6063-TS 154 ETHAN ALLEN DR. ALL OTHER COMPONENTS 6063-T6 DAHLONEGA, GA 30533 (800) 303-5248 o� * Nag �g ��O © 1 0 W 'T rn CD z n `� ^ U) m L, W u I �iS U r, n 0 ID j LL I Z 'D ❑zap } I �® O ZOO Z } U aogof SINGLE INTERIOR Lu W=A N z1<�Z W BEAMS(2)2"x8"x$" zW °��X Yo°wso W 0QQ Qoz13 F�awW Zk <WOz ; z 7`][' Q W 0ppa'1p N _ W �"ww� LLI � Will O�QW WNw�z DOUBLE PERIMETER 114" 114" \ �I a z ov SO BEAM(2)2"x 8"x 2/4" LOUVER LOUVER '^ m W °ZGLL 6x8 COVER I I 5 z"GUTTER - 52 GUTTER 7 Z" BEAM CHASE WITH O 0 SCONCE ON POST- DOUBLE 2"x 8"x'" BEAMS 0— MATCH SCONCE ON BOTH SIDES(4 TOTAL) z HEIGHT ON HOUSE (n } 9'-4" COLUMN 6"x 6"x 1/8" z 0 � . . WQ0 I 241�2" __j z = LIB I— CD � 0 Cf) NOTE: 6"x6"posts WL)embedded 30"into 30"wide x 30"wide x 36"deep footings; DESCRIPTION The footing is below grade past the bLuestone SECTION A-A DATE 04/03/25 DRAWN BY I S 1 2 SCALE I 1/4" T-0" V SHEET NO. OSECTION A-A A 201 SCALE: 1/4" = 1'-0" T AL UMINUM TYPE. sTRuyuRETM LOUVERS 6063-TS 154 ETHAN ALLEN DR. ALL OTHER COMPONENTS 6063-T6 DAHLONEGA, GA 30533 (800) 303-5248 wY * ZI33 0$ y� o W co o TRACK BAR PIN PIVOT BAR CAP cn o co co (ALUMINUM) TRACK BAR �� �° # TRACK BAR PIN(ALUMINUM) �S e u CD 6 o.c. 6 o.c. 6 o.c. 6 o.c. 6 O.C. 6 o.c. 6' o.c. 6 o.c. 6 O.C. PUSID H NUT Li CR rl rl BEAM 0 � w „ Z � 6 PIVOT PIN 1E >M o " of z o u, W u) q,VNi w<�za a o =0 #8 SS TEK LOUOVER (ALUMINUM) W W J yam- LLJ 0 0 0 0 0 SCREW@ zCc Cc) XO �zZwN m X Jo d 6"O.0 (9 Q _j w O z u!oMm ZX F M-�� -ww°w- w 12" 12" 12" 12" W W O�a L i W N LOUVERS DETAIL PIVOT PIN SIDE VIEW I^ z m z o~ma �' w (ALUMINUM) I/j/ 1 2" = 1'-0" 1 %" = 1'-0" LOUVERS SHALL BE ROTATED TO A 90 DEGREE 'OPEN' PIVOT PIN TRACK BAR PIN POSITION DURING ANY NAMED STORM OR WEATHER (ALUMINUM) (ALUMINUM) DESIGN EVENT TO PREVENT EXCESSIVE FORCE TO THIS O Q STRUCTURE. THE OWNER SHALL BE NOTIFIED IN WRITING OF THIS AND THAT CARE SHALL BE TAKEN TO z AVOID BUILDUP OF SNOW, DEBRIS, CONSTRUCTION (n } NOTE:NEED THIS TO BE STANDARD NORMAL PITCH ON A LOADS, & ANY OTHER FORCES THAT CAN AFFECT THE z STANDARD 2X8 WITH 5.5"GUTTERS&2X10 WITH 7.5"GUTTERS. INTEGRITY OF THIS DESIGN. THESE DIMENSIONS WILL BE DIFFERENT WITH A 2X10 AND 5.5" TRACK BAR Z � 0 —I GUTTERS DEPENDING ON WHICH MOTORIS USED. PUSH NUT PIVOT BAR CAP Lij. Q 0 TRACK BAR PIN TRACK BAR _j Z PIVOT BAR (ALUMINUM) HEIGHT 2%" Q p LOUVER BOTTOM OF PIVOT BAR TO TOP LOUVER NYLON WASHER � O PROFILE FOR OF BEAM TO BE DETERMINED BEAM HIGH SIDE OF COMPARISON IN FIELD FOR PITCH LOW SIDE OF ZONE ZONE PIVOT CAP PIVOT CAP �f\y , ;y BEAM CV a PIVOT TRACK PIVOT BAR `�, DESCRIPTION PIVOT PIN PIVOT PIN PIVOT BAR DETAILS (ALUMINUM) (ALUMINUM) DATE BEAM,2"x8" !7 BEAM,2"x8" PIVOT PIN(ALUMINUM) 04/03/25 PIVOT PIN LOUVER (ALUMINUM) DRAWN BY I8:S LOUVERS TO BEAM CONNECTION ISOMETRIC OUT-SIDE VIEW ISOMETRIC IN-SIDE VIEW SCALEN.T.S. 2X8 BEAM 1 %" = 1'-0" 1 %2' = 1'-0" SHEET NO. 1 %" = 1'-0" A 300 AL UMINUM TYPE S T R U I U R E- LOUVERS 6063-T5 154 ETHAN ALLEN DR. ALL OTHER COMPONENTS 6063-T6 DAHLONEGA, GA 30533 (800) 303-5248 * N33 C$ W JoO a Z `� ^ aMo #14 TEK SCREW (2-PLACES) CORNER BEAM CONNECTION °��� Quo 5.5" GUTTER BEAM �s * LI 5 .+ n BEAM �' z NOTE: w O THE GUTTER CORNER ASSEMBLY z GUTTER CORNER o<ww } IS INSTALLED FIRST, FOLLOWED 01 o WH Z BY THE GUTTER LAPPING OVER W n=M °=a GUTTER CORNER � lu THE GUTTER CORNER ® ® zW o X oGoo W °W w En oOz Go�m � zX Q L�QH r-� o°w o-Z N BEAM ~=a u�i �www� F WW o�a W zmw�Z apoo fo>o< w zoo �u.z (4) #14 TEK SCREWS M m W �- N x� N F I - 5.5" GUTTER i 5.5" GUTTER 5.5" GUTTER BEAM 0 °- TOP VIEW CORNER BEAM z 1-7/8" LAP JOINT CONNECTION — cn (2) #14 TEK SCREWS (2) #14 TEK SCREWS �-- Z GUTTER CORNER z O BEAM � Z 0 ® ISOMETRIC VIEW QLo � o � ® 12" 12" > 0cf) CORNER BEAM BEAM IL CONNECTION ® ® BEAM- 0 o DESCRIPTION DETAILS 5.5" #14 TEK SCREW 1" DATE SIDE VIEW DOWN FROM TOP OF = 04/03/25 GUTTER EVERY 12" 0° 0° N DRAWN BY IaS 5.5" GUTTER SCALEN.T.S. GUTTER CORNER ASSEMBLY SHEET NO. . A 301 AL UMINUM TYPE. S i RU .URA"' LOUVERS 6063-TS 154 ETHAN ALLEN DR. ALL OTHER COMPONENTS 6063-T6 DAHLONEGA, GA 30533 (800) 303-5248 a� * a33 N$ 0 Z �v u. W V y p a �6 Q� a CORNER BEAM CONNECTION �s * Ll 5 - EXTRUDED WITH CAPS s o<�Z_ w ® wzn- YZ"O ziriu°ut 8 #14 TEK SCREWS THROUGH WW w N 6 W ( ) 8 #14 DIA. TEK SCREWS Z o -ax W,lI., ° o BEAM INTO CORNER BEAM � � °o Z x <�aw= w w JzZ�� ,z CONNECTION EACH SIDE Zk <-oz �Z�m a-f-— N ,0 F W 111 o a W Z2�cZ �, d O U z fo>on �^ M m w OO oZ BEAM CORNER BEAM ° PERIMETER BEAM N �< N =z CONNECTION ° U CHANNEL 0U-PROFLE 2"xl %"x2"x0.125" ° DOUBLE BEAM ° z °\ TOP VIEW ° — � }- ° O Z (8) #14 TEK SCREWS ° z THROUGH BEAM INTO Q 0 z ® CORNER BEAM � _ CONNECTION EACH SIDE ° L ® Q 0 CORNER BEAM CONNECTION O ® BEAM ° DOUBLE BEAM DESCRIPTION ° SIDE VIEW DETAILS DATE 04/03/25 BEAM 2 DRAWN BY &S TYPICAL CORNER ASSEMBLY BEAM 1 SCALE N.T.S. DOUBLE PERIMETER BEAM TO BEAM SHEET NO. A 302 �1 L UM/NUM T YPE. 5 T RU URA'" LOUVERS 6063-T5 CORNER BEAM CONNECTION 154 ETHAN ALLEN DR. ALL OTHER COMPONENTS 6063-T6 - EXTRUDED WITH CAPS DAHLONEGA, GA 30533 (800) 303-5248 (8) #14 TEK SCREWS THROUGH BEAM INTO CORNER BEAM * aaa $ CONNECTION EACH SIDE 3Q o 0 0 (8) #14 TEK SCREWS THROUGH BEAM INTO Z ^ co M �, co DOUBLE BEAM CORNER BEAM CONNECTION EACH SIDE ® ® �s * u Ln LI c' Ln LA— 0 _ o LLJ ® ® D ~ z � oZww r CORNER BEAM CONNECTION o U CHANNELS 2"x1 3/4"x2"x0.125" Q� }M �o2-of z ® ® WvJ WSMw zuga� d DOUBLE BEAM DOUBLE BEAM ZW x �ww�o r DOUBLE BEAM C�a Q.�oz o; TOP VIEW aaw� Ln w z ,t,�Z�m � zx F< sWWW� W WuI N w °LL�O O a Q z W NwNz a4 SIDE VIEW �^a z o z uo°m<a BEAM 2 � ' m z °~�_ M w NWLL N jai_ (8) #14 TEK SCREWS CORNER BEAM BEAM 1 0 0 CONNECTION U CHANNEL �— z O o zoo o ° L1J Q 0 z o ° o Q0 ° � � 0 U) IND DESCRIPTION DETAILS U CHANNEL DATE ° 04/03/25 sloop DRAWN BY SCALE N.T.S. SHEET NO. TYPICAL CORNER ASSEMBLY BEAM1 BEAM DOUBLE PERIMETER BEAM TO DOUBLE BEAM A 303 ;l L UNIINUM TYPE. LOUVERS 6063-TS 5 1 R V �V R c�' 154 ETHAN ALLEN DR. ALL OTHER COMPONENTS 6063-T6 DAHLONEGA, GA 30533 (800) 303-5248 � e o � 20 0 BEAM [2]2"X 8" 7.5"COVER SHEET Z Lu m Owlm BEAM[2]2"X 8" °,� o 3" BEAM INSERT 2"X 1 3/4"X 0.125" BEAM ��s * Li 5 Q� 0 0 0 oIMD INSERT,3 IN LENGTH, #14 TEK SCREWS THROUGH EACH SIDE 0w (2)3" BEAM BEAM INTO INSERT EACH SIDE o (2)#14 TEK SCREWS THROUGH z ���� uj INSERT —® o whoa z #14 TEK SCREWS THROUGH BEAM INTO INSERT EACH SIDE, Q� }M u alloof INSERT INTO BEAM, EACH SIDE EACH SIDE W m °NGso 0 BEAM [2]2 X 8 (2)#14 TEK SCREWS THROUGH zW o X Jwwoo ; TOP VIEW BEAM [2]2"X 8" INSERT INTO PERIMETER BEAM, °o o z � m SIDE VIEW EACH SIDE Z>C '_ W !n w 8 GUTTER #14 TEK SCREWS W W °-Q z wzw�w �4 a 0 U`" fow6 THROUGH GUTTER INTO I^ z m z o~m`a M W �w�LL BEAM 2" X 8" BEAM EACH SIDE, SPACED N 14"-16"O.C. (BASED ON 3" INSERT/U CHANNEL BEAM [212"X 8" OVERALL BEAM CHASE LENGTH), EACH SIDE (4)#14 TEK SCREWS loo O Q Z Lv zoo LLJ 'z 0 Q o > 1"- 0 U) 0 PASS THROUGH GUTTER COVER • DESCRIPTION DETAILS 0 DATE 04/03/25 NOTCHED BEAM 5-1/8" X 3-1/8" CUT DRAWN BY I&-s PASS THROUGH GUTTER SCALE N.T.S. SHEET NO. TYPICAL BEAM CHASE DOUBLE BEAM PASS THROUGH GUTTER A 304 AL UM/NUM TYPE LOUVERS 6063-TS $I R U U R c'" ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAHLONEGA. GA 30533 (800) 303-5248 W� 0 W y 0 z m `� 20 DOUBLE PERIMETER BEAM [2] 2"x8" ° 0 s * s LI 0 Z t0 uQw" a m }M ao-of WG) cn�Mcn 'J.zi WJ W a J ��GSo w CsZCc u X Jo ow > W Elizzl! N rr(nfi n Q Z C7 �"6u U� JWOOZ u� - m: Q r,w0`n'o N DOUBLE PERIMETER BEAM [2] 2"x8" zx ~~<W zwW7,z Will °oQz wz>6. ( , [tl z du 06r-_ [61 #14 x f TEK SCREWS THRU W NzjLL N �F•• N �< CHANNEL INTO EACH BEAM 53/4" x2" x0.125x53/4" CHANNEL LOWER BEAM AND CHANNEL INTO POST �,,,—CHANNEL o 0Qo 141 #14 x f TEK SCREWS e o o z 0 0 0 0 THRU POST INTO CHANNEL o o — } EA. SIDE #14 TEK SCREWS— z 0 0 � � � __j UJ Q 0 ° _jz = 6" x 6" x 0.125" POST ° Q o U) #14 TEK SCREWS BOTH SIDE DESCRIPTION POST DETAILS DATE 04/03/25 DRAWN BY I&s DOUBLE BEAM TO 6X6 POST CONNECTION SCALE N.T.S. SHEET NO. A 305 A L UAWNUM T YPE. TM LOUVERS 6063-T5 S T R U X U R c 154 ETHAN ALLEN DR. ALL OTHER COMPONENTS 6063-T6 DAHLONEGA. GA 30533 (800) 303-5248 o� w�Z S' Q O o u, C u- c u O U) � O a S * Ll 5 o POST EMBEDDED 0 FINISHED IN CONCRETE o, ~ GRADE Z , W n 0 °wz~w } o ZSoa z �® vi}�'cu, aozu°� W TIE REBARS w W cn�,cn "i a DESIGN SPECIFICATIONS WW J =III ° ------------------------------------------------------------------------ W N���LL _ o _ = - VERTICAL REBARS C9Q Q o z� QyQ�W m FOOTER: POST: <W o z ;2o'm III—II a --° -- -- --- a� II= Zk _ LLI L pow=o - --_ ---- -- --- - wW o W wvi Vi III I WIDTH (SQUARE): EMBEDMENT: ♦ a o 0( fo'o< 3000 PSI MIN CONCRETE BY z o u�mz` w 1 i i I I_ OTHERS B= 30 IN E= 30 IN /^ m W Nz�� TOTAL DEPTH: THROUGH BARS: N LL<� d l l II° °II I° ° D= 361N 2 LAYERS OF #5 MIN. RESISTANCE: EACH WAY _ ° I Fc= 3000 PSI — I I— VERTICAL REINFORCEMENT: I I (3) #4 d d ° Ell I I BARS THROUGH TIE REBARS: 0 o a` _ _ _ III—III= POST, EACH WAY= I = =1 — — 1= = I I=I 11=' #3 @S= 12 IN z Ly = 11 =III III=III=IIIIIIIII=III III1 ' — U) } =1 111 I III—IIII 111 I II I 1 111 I I � � z '—III I I I=1 11=1 11=1 11=1 I I—III I i�- WQ0 B (SQUARE) Z QLo �— O > � POST TO FOOTER CONNECTION 0� DESCRIPTION DETAILS DATE 04/03/25 DRAWN BY I&-s SCALE N.T.S. POST TO FOOTER CONNECTION SHEET NO. A 306 AL UMINUM TYPE. S T R V y V R E- LQUVERS 6063—T5 154 ETHAN ALLEN DR. ALL OTHER COMPONENTS 6063—T6 DAHLONEGA, GA 30533 (800) 303-5248 NOTE:THE CONNECTION&INTEGRITY OF THE HOST STRUCTURE SHALL BE PERFORMED BY A LOCAL ENGINEER ON SITE WHO WILL HOST STRUCTURE DETERMINE THE EXISTING FIELD CONDITIONS &DESIGN A CONNECTION&RETROFIT TO SUPPORT THE DESIGN LOADS LISTED HEREIN. w COT IS o 0 Z co LL ^o W U THIS ENGINEER IS NOT RESPONSIBLE AND 1.0 Q� a 0 TAKES NO LIABILITY IN THIS CONNECTION OR THE ABILITY FOR THE HOST STRUCTURE TO �s * LI 10 CARRY THE ADDITIONAL IMPOSING LOADS BY Ln THIS PROPOSED PERGOLA. THE ILLUSTRATION OF BLOCKING SHALL BE PERIMETER BEAM Z "'"' a 'o O w COMBINED WITH ANY AND ALL ADDITIONAL o 0 W<w REINFORCEMENT AND CONNECTIONS }"' Z���t Z v ao-of W 3:M a SPECIFIED BY THE LOCAL ENGINEER TO W (n� � W wa�zwa �ii N;��� W ENSURE THE HOST STRUCTURE CAN z W � ADEQUATELY SUPPORT THIS PROPOSED 0 X v}Qi DESIGN. [] Q W O z CU;o EXISTING HOST STRUCTURE SHALL BE EITHER zx _ W NWWzo 3000 PSI POURED CONCRETE OR WW °0 Q z Wo 6N ASTM90 HOLLOW/GROUT-FILLED CMU OR r^ z m z 0au 8� / % LIJ M #2 SYP WOOD (G=0.55) AS VERIFIED BY OTHERS GUTTER N ~` ALUMINUM BEAM TYPICAL 16" O.C. STUDS PER PLAN PROVIDE FLASHING AND SEALANT AS 16" 16" 16" 16" 0 p REQUIRED (BY GC) z 9/16" HOLE vv DRILLED FOR O O O O O -2 z z SCREW Z 0 0 INSTALLATION 9L1.6".H.OLE DRILLED FOR HOST STRUCTURE REACTIONS J M (SUPPORTING STRUCTURE SHALL BE SCREW INSTALLATION 7 SEPARATELY CERTIFIED&REVIEWED _ Z TO RESIST IMPOSED SERVICE LOADS BELOW) 0 O O O O O 0 EMBED. GRAVITY LOAD=249.8 LBS/FT LATERAL LOAD=12.4 LBS/FT (n TYPICAL ANCHOR PATTERN (TO WOOD STUDS SHOWN) DESCRIPTION FOR CONCRETE ATTACHMENT: DETAILS [2] 1/2" HILTI HIT-HY200 + HAS R 304/316 ANCHOR INTO WALL W/3" EMBEDMENT AND 3" EDGE DISTANCE, SPACED 12" O.C. DATE FOR WOOD ATTACHMENT: 04/03/25 [2] 3/8" DIAM. S.S. WOOD LAG SCREWS INTO WALL W/3" THREAD ENGAGEMENT DRAWN BY AND 3/4" MINIMUM EDGE DISTANCE, SPACED 16" O.C. I&S BEAM TO HOST STRUCTURE CONNECTION FOR GROUTED CMU ATTACHMENT: SCALEN.T.S. [2] 3/8" DIAM. S.S. HILTI KWIK-CON II+ INTO BLOCK FACE W/3-3/4" EMBEDMENT AND 3" MINIMUM EDGE DISTANCE, SPACED 12" O.C. SHEET NO. A 307 AL UM/NUM TYPE, S T R U X U R E- LOUVERS 6063—TS 154 ETHAN ALLEN DR. ALL OTHER COMPONENTS 6063—T6 DAHLONEGA. GA 30533 (800) 303-5248 COLLAR- CORNER INSIDE COVER — CORNER ASSEMBLY EXPLODED ISOMETRIC VIEW z 211 ill = 1 —011 0 W (T g o zco co m 2"x8"BEAM �Sl U * LI 9 SIDE VIEW 0 o� W (4)#14 TEK z wawN ® w SCREWS 2"x8"BEAM W� ui ��Za ��� W SIDE VIEW � M- �za ® ® W1�� J M cy �wwu"gi�uo O T a o z �LLn' '^i Y g g K W > - Q 1 rrnn Q��z� Q�QW� In n " U� J Lu Z �Nzoym 0 0 6x6 POST zk �u N�oWo W WW ONiaz wNw'.z � COLLAR-CORNERI`^a z°vo 0 �u.z m z oo�i OUTSIDE 6P M W 'wf= TOP VIEW COVER-CORNER ASSEMBLY N < 0 6PX8B ALIGN THE BOTTOM FLANGE OF o THE COVER WITH THE HEM SLOT ON THE OUTSIDE COLLAR �1�5 O Lv (2)#14 TEK SCREWS 0 COLLAR — CORNER OUTSIDE COLLAR-CORNER INSIDE 6P--,------ P CONNECTING TO BEAMS Z TOP VIEW MOUNTED BY PINCHING THE TOP FLANGE — } BETWEEN THE POST AND GUTTER CORNER Z 0 0 (4)#14 TEK Uri Q 0 SCREWS _j Z = SIDE VIEW 0 ~ Q O � 2"x8"BEAM 2"x8"BEAM / O COVER-CORNER ASSEMBLY COLLAR-CORNER 6PX8B OUTSIDE 6P U COVER-CORNER ASSEMBLY DESCRIPTION 6PX8B DETAILS 0 COLLAR-CORNER COLLAR-CORNER INSIDE INSIDE 6P 6P DATE 04/03/25 COLLAR-CORNER OUTSIDE DRAWN BY TOP VIEW ASSEMBLY 6P 19'S SCALE ' N.T.S. 6"x6"POST SHEET NO. COVERS & COLLARS - CORNER WITH COLLAR— (6PX8B) 2"x8" BEAMS, 6"x6" POST ISOMETRIC VIEW A 308 1 %" = 1'-0" 111 = 1'-011 S i RUIURE " ` 154 ETHAN ALLEN DR. J DAHLONEGA, GA 30533 (800) 303-5248 Li_ Z 00 Cc p o~CQ WLLw QU } Cc d LL J J W 0cc ZO (r Zw — °C (nv U X Drive. — — LOUVERED o�N S i R UXUR ozaw Section01 — what'sinTheBox? SectionO3 -- Electrical Components OUTDOOR PERGOLA CONTROL z o w oa 590.8E Section 02 Assembled Specs rc V J N rn U} 1 m 0 z d LL lA 7 Ui awZww Integrated Mounting Brackets far Vertical W -j-j� z y 00 a 0 . Som RTS TechnologyIn °, Attachment W W tL a m m" What's In The Box. 0+ XDrNefves nihe0utted sperlon o W N w w o w . 7 � �� for Control of upto6Zorresper _ Z_� �W Z w �zz"� control Box � r�11t1 1� <w 0(7 �m z y m 02 Mowtedbetweenipwasarandiautter PolycaabonaleWaterproo(NEMA -L"J� Q W~Z c�o0�o Enclosure L 1X- N= w vJ w w w p Piniiin ,a 0- O 'O' q t.. t t�. �° • o, t�� O(rotatWn WmAded DY Rack�Pbwn �• Z m C7 ��mz co �owda 24VDC Law Voltage Pourer SuPPIY it Foam Gasket to Ud for Waterproof N w o ..f. Seal I }ik Brxk Fueshon StainMssSteel Brackets, r_ xnno • Hack and Piton g ;�2 d Filtered Carver Vent for Ventilation + • BlackAnodmed Housin and Coding ��lh / ® Powder Coated FrontCovertomffieh Liquid-Tight Cardgrips for Secure Seal ).:. Rack selected fb*M ; 'Product dimensions 1069xa5g x 596ln/26agg x 218agx 176.78 mm Back Brain Endosuremust be mounted lnthisvMiplorientation lox2ommaevb PinCOMPONENT RATINGS AND CERTIFICATIONS l \< O Q 4x76kSamv3/B•(#14) a .�.� Cr POWIERSUPPLY/I InputVoltaga NACI 125/230. - Ly i' Input Voltage Frequency Range — -- ----- IFIz] — 47_63--- \ -- —Output Voltage ---_- —- ^^-- --_-`-_--- N U)DCI —z4 ti--- �: Voltage Adjustable Range lVDCI 2L6-288V 7 mm 10x28 aeN sPin Range W 0-246---..•---�1r•� a �_ —.� ; w f PROatdPo-power �� ' L OElectrical Components Safety Standard IULCe rtIfcaGonl UL60g50-1 LE(NdT �C�,IliWYCAS NN LJ � O Safety Standard. IETLCertifxatlonl #3170291 F z Q, ( Motor Actuator LVoltageRating IVI 30o j y q1 Som t20 mm, Temperature Rating I•F 1 - v 40 to 158 O 120MMIP69KActuatar ENCLOSURE - Q Powerlating DC24V iSafetyStandard- IULCertlficaUonl UI�08A—.-^, O IFile Number! E35zgg7 �r+tYL1'�• Io%,Max2,Mct0N/[BMin0FF _- �ti \ �a Temperature Range __ _ __ ____ _ _._ _ _ IT] _ 40 to 267 - Maxload Push2000N l Impact Resistance .-.. lin/tbl Soo • max current 35Amo I Dielectnc Strength _ _ ._ [volts/mill - 380 -^ c Sere -- - IUL Certificationl UL 746C VtaLertWress — i Y _—_ IP69 ;FlammatHlityRating IULCenificationl UL94 DESCRIPTION MOTOR SPECIFICATION DATE 04/03/25 DRAWN BY I&S SCALE N.T.S. SHEET NO. A 400 AL UM/N(JM TYPE S i R U X U R E- L@UVERS 6063-TS 154 ETHAN ALLEN DR. ALL OTHER COMPONENTS 6063-T6 DAHLONEGA, GA 30533 (800) 303-5248 CIE Y Z a�� 2 0 W co' o Z m `� n m LL Gy c U a)�� a (S U T Ll � Ln u w Z TO r, 0 OZaw O >- Z(DOo z �r^ ,U 6'n6U- W Ln 3 Ln lZw� w W w Mw wwoszw, W a a ?.GSo w z a DATE: REVISION: ° LLx ;wrw° N (9.z °aMOLD F <w� Z>C Q"O� 1 �2 W �,."'Z8 � WI�JLu 0<z WN ZO5 w�z /`r co Z U f°>°z �mza � o i 2 N w mw�LL Faf.. N 3 4 O5 G- Z � � 6 — cnz 7 Z0o 8 JzJ- 9 U) Qom > 0 10 11 12 DESCRIPTION REVISIONS NOTES: DATE 04/03/25 DRAWN BY IaS SCALE N.T.S. SHEET NO. A 500