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371 3rd St RESO21-0002 Enclose Screen Porch Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP: EILERS ELIZABETH A 371 3RD ST ATLANTIC BEACH FL 32233-5231 COMPANY:ADDRESS:CITY:STATE:ZIP: A1A CONSTRUCTION & REMODELING 103 OAKWOOD RD JACKSONVILLE BEACH FL 32250 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169823 9000 ATLANTIC BEACH JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 371 3RD ST RESIDENTIAL OTHER SINGLE OR TWO FAMILY RESIDENTIAL OTHER ENCLOSE SCREEN PORCH $18000.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 1/13/2021 PERMIT NUMBER RESO21-0002 ISSUED: 1/13/2021 EXPIRES: 7/12/2021 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $145.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $72.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.26 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.18 TOTAL: $222.94 2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 4 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 5 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 2 of 2Issued Date: 1/13/2021 PERMIT NUMBER RESO21-0002 ISSUED: 1/13/2021 EXPIRES: 7/12/2021 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 RESO21-0002 RESO21-0002 RESO21-0002 RESO21-0002fl /d Jsl. 10 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: I IMPACT RAT ING Min. Edg• Min. I RATED FOR LARGE & SMALL IN CLUDING POCKETS & 90°/135° CORNERS Group Anchor Sub!ltrate Frame Member Dlmnce Bnb~dmont MISSILE IMPACT RESISTANCE P .i. $e>UChem Fine 1-!1!!.d/SWJamb 9/18" 1-3/8" GENERAL NOTES: (SG-0.55) p-:i;;;.r--,m, 1·318 I DESIGN PRESSURE RAT ING 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 1 1:2, at•ol SMS (G5) or AltWnlnum, 6063-TS' Ho ad/SOI/Jamb 31B" 1/6· I SEE TABLES 1, 2 & B1, B2 10.12s• min. tNcimoss} P-hook 318" 1/8" 2) DESIGN PRESSURES: 41-0 S.S. SMS Ste.{,A.36• Heacf/Sill/.hmb 318" 0.060" ON SHEETS 7 & 8 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300, (fr'in. 11 threads/In) {0,060' m!n. lh!'dcnes,) P-tl(lok 318" o.oso· B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PERASTM E1300. "' Steof Stud, A653 Gr. 33" HeadfSUl/.bfm 318" 0.07!11 (14 Ga. C. DESIGN LOAOS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD, {0.071• ~n. lhlekttGss) P--hook 318" 0 .011· f14 Ga. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, 1/4" Elc.o UUrecon P.T. Soul.hem Ano Jamb 1· . !-3/8· (SG .... 55) P•hOOk 1" 1·3/3" INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1/4• Elco 410 S.S. C,,,lel'lo• P.T. So\llhem Pine Ho.od/SIVJamb 1· 1-3/8' SHALL MEET THE REQUI REMENTS OF THE FLOR IDA BUI LDING CODE (FBC). ISG•0.55\ P•hook ,. f..3f&• 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 8 #12, a:te~l \WOd &<:rew (GS) P , T. Soul.hem Pino Head/SIii/Jamb 9/16" 1·3/8" 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. (SG•0.56) P-hook 9116· 1--31a.• 5 fl.I.., Concroti1 P-l'laok 1· 1·3/8' 6) REFERENCES (NOA'$): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION lmln. 2.85 hO tiead/SliVJamb 1"3116" 1-318" SOLUTIONS USA, INC. ORVISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES 114• Eko Ultmcor, Ungrwlod CMU, Jamb ,. 1-1/4· (NON.WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA ,,..sn.10001 P-nool< ,. 1-114~ REFERENCES (TEST REPORTS): FTL-6337, 6338, 8646-8649, 8652 & 8717; EXOVA·10--002·792(A) & 10·006-10231; [Mg""'lod CMU, Jamb 1,,3,/,P 1-114" (AST!,! C•90l P-nool< 1-314' 1.,,.,r GENERAL NOTES ............. 1 CAMBRIDGE 535753-09; 1/4" Elco 410 S.S. Cmt~FJex COncNtO HH,d/Sil/Jlmb 1-3116• 1-31◄" 7) THIS PRODUCT HAS BEEN DESIG NED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUD ING THE C '"""-3.3S .. n P-hook 1· 1-3/4" EXAMPLE CONFIGS .......... 2 HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MA NUFACTURED BY ENERGI Cone.rete Hood/SIIL'Jamb 1-112" 1-318" INSTALL DETAILS .............. 3-6 FENESTRATION SO LUT IONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA ,m1n. 2.22ksn P-hook 1-112'" 1-318" DP/ANCHOR TABLES ........ 7-8 BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 11◄-Elc-o 10-a $,S . Ung,ro\ll1dCMU, Jamb 2" 1·1/4" EXAMPLE ............................ 9 Aogro-~lor 11\SThl CSO) P-hook 2" 1•1t4• GLAZING DETAILS ............ 10 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. P.T. Sou\hem Pine HoadJS4rJ Ja:.rnb 1' 1·318" 9) DRAWINGS DEP ICT EXTERIOR-GLAZING, HOWEVER INTER IOR-GLAZ ING MAY BE SUBSTITUTED. (SG•0.051 p 1· 1·3/6' ANCHOR LOCATIONS ....... 1H6 10) THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. Coocre1e Hoad/SllVJ.1mb 2-112~ 1·318~ PANEL TYPES ................... 17 114" Elco U!tracon r,r;,,. 2.86k,il P-haok 2·112" 1-3/8" EXTRUSIONS ..................... 18 ANCHOR NOTES: lMgrcutod CMU, Jamb 2·112" 1-114" ACCESSORIES .................. 19 1) FOR CONCRETE/C'-o1U SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY t.t..SlM c-ao1 P-hook 2-112' 1-114" 0 Cor\Cl'lalO MoadlSNf/Jamb 2·112" 1•314' SCREEN DETAILS ............. 20 APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT. EDGE DISTANCE AND SUBSTRATE <rrln. 3.3~ksl) P-hook :l-112" ,~e· PARTS LIST ........................ 21 REQUIREMENTS. 1/4" Elco 410 S.S. CrotoFlox Ungroutod CMU, Jamb 2·112" 1-114' 2) FOR OTHER SUB ST RA TE APPLICATIONS SEE TABLE A ON THIS SHEET. (ASTh1 C-801 P•hook 2--112· 1-11•r PRODUCT REVISED 3)WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-1/2" TH ICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO as complying with the Florida IF UNIT IS INSTALLED DIRECT LY TO SOLID CONCRETE OR CMU . WOOD BUCKS DEPICTED AS 2XARE 1-1/2" THICK OR MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA Bulktlog Code GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICT ION, NOA-No. 1 7-0420.06 STRUCTURE. BUCK PESIGN AND INSTALLATION IS THE RESPONSIBILITY O"F THE ENGINEER OR ARCHITECT OF RECORD iexptratlon Date 04/14/2021 & TO BE REVIEWED BY THE BUILD ING OFFICIAL. "UNG ROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. By ~ 4) METAL SUBSTRATE TO MEET MIN. STRENGTH ANO THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED Mlam(-uJ!lne Product Control BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT, MAX. 114" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE Mateos! Min . F, Min. Fu LENGTH OF THE SILL 1HAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE, IF S1eef Screw 92 ks( 120 ksl SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES/ STANDARDS USED: 410 Screw 90 kol 110ksl SUB ST RA TE, OR AS APPROVED BY THE AUTHOR ITY HAVING JURISDICTION. •2017 FLORID/\ BU ILD ING CODE (FBC), 6TH EDITION Elco Aggre--Galo,® 57 ksl 86ksl •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION Elco Ultm°"'® 155 ks l 177 ks! INSTRUCTIONS: •ASTM E1300-09 410 SS Elco C reteflex® 127.4 ksl 189.7 ksl •ANSVAF&PA NDS•2015 FOR WOOD CONSTRUCTION 1) KNOW ING THE REQUIRED DESIGN PRESSURE OF THE OPENING , THE ANCHOR REQUIREMENTS FOR THE •ALUMINUM OESIGN MANUAL, ADM-2015 6063-TS Aluminum 16 ks! 22 ksl ,,, iLYN 111 SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE •Al$! S100-12 A36 Steel 38ksl 58ksl ,,,, ~o't/': ... -.. J'!, 41;, ,,,,, GLASS/REINFORCEMENT. •AJSC360-10 Gr. 33 Steel Stud 33ksi 45 ksl ...... ~ .•' 1,1CEN,1'1; ··X<, ,., 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HE IGHT AND THE NOMINAL 2 ~/ \~~ PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR u ! 10/05/15 ::: * : No. 58705 ·.. ~ ! VINYL SLIDING GLASS DOOR NOA (LM) =· : : * HEIGHT. -·a ~ 3) CHOOSE WHICH ANCHOR GROUP (A-0) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS M GENERAL NOTES I! .t-J ROSOWSKI ti\ 1ilt r:;-/z~ SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE --;.~--s ,.· {.i)::_- DISTANCE. ~ UPDATED TO FBC 2017, VINYL MFG. ~a --;., ~8 ··./;'tomo~ .. •·0~,' 4) FROM TH E DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENING'S REQUIRED DES IGN C0PYRIGtfTO20t1 PGTINDUSTIOCS, IMC. 04/05/17 / .s ......... ~ ,, Al.L RJGHTS RESERVED ,,,,/ONAL €,,,,' PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN . 1070 TECHNOLOGY DR ~ l ! 11 111111\\\\ 5) INSTALL AS PER THE GU IDalNES OF THIS SHEET-SET. N. VENICE, FL 34275 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. (941 )-480-1600 SGD-557ol JI NTs 1!1 1 Of 21 llil MD-5570.0 IHA A. LYNN MILLER, P.E. CERT. OF Aunt #~2N P.E.# 5870:S MAX. UNIT WIDTH -+..,_ ___ ____, NOM. PANEL W IDTH ___ __, PERTABLErS~1~~~2::__l.===lt.===l=.i-".r- NOM. PANEL W IDTH PER TABLES 1 &2 NOM. PANEL WIDTH PER TABLES 1 & 2 -..--_ ---,~MAX. UN IT WIDTH MAX. UN IT ft! HEIGHT , PER TABLES 1 & 2 t MAX. UNIT HEIGHT PER TABLES 1 & 2 l MAX . UNIT HEIGHT PER TABLES 1 & 2 I f MAX. UNIT HEIGHT PER TABLES 1 &2 2-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS ,_ ____ MAX. UNIT WIDTH -----•~1 NOM . PANEL WIDTH -+----l PER TABLES 1 & 2 I =FS.-'v-7 ,~ ,:: MAX. UNIT HEIGHT PER TABLES 1 & 2 ,~ POCKEr 1! ==="'===¥L-",_.....l NOM. PANEL WIDTl-i PER TABLES 1 & 2 t MAX. UNIT HEIGHT PERTABLES1&2 ,___ ____ MAX. UNIT WIDTH -----; 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 r- MAX. UNIT HEIGHT PER TABLES 1 &2 ,__ _______ MAX. UNIT WIDTH _______ __. ----~---MAX. UNIT W IDTH ------.-1 NOM.PANELW!DTH ......., _ __, NOM. PANEL WIDTH _... ___ _, PERTABLrE~S~1~&~2'--·l.===-ar.==== PER TABL;=E:.::S...:1..:&:..:2=---rc==....,\,-===;r,==;;r,===;JF=aa=;fi='==;i;r=""F=fr--'v-, t t r--® 1 1 i MAX. UNIT @ ~ t MAX. UNIT HEIGHT HEIGHT / 1~ PER TABLES1&2 / / / / / , POCKEJ":I PER TABLES 1 & 2 J__ ___ l!,==~==!il===<i1=====..lli===a!b==j,lL1'...-....J · 7-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X" = OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITI-lER OR BOTH JAMB "O" = INOPERABLE PANEL LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURAT ION CAN BE pXXXXp, pXXX.X OR XXXXp. OXXX IN "p" = POCKET DLO WIDTH= NOM. PANEL WIDTH -8-9/16" NOM. PANEL WIDTH= PANEL WIDTH+ 1-3/16" DLO HEIGHT= DOOR HEIGHT· 11-1116" PANEL HEIGHT= DOOR HEIGHT· 2-112' POCKET CONFIGURATION CAN BE OXXXp. 2) 90• & 135" CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS ANO REVIEWED BY THE AUTHORITY HAVING JURISDICTION. . 4) FOR NOM. PANEL WIDTH. SEE TABLES 1 & 2. 5) MAX. ALLOWABLE FRAME SOU!\RE FOOTAGE= 472.656 FT' ~DETAIL LETTER L sHEET NUMBER ~ i V INYL SLIDING GLASS. DOOR t'JO~ (LM) ! 10/05/15 LJ ~ . j EXAMPLE CONFIGUR ATIONS It J ROSOWSKI COPVRXll!r e2017 PG"T INouSfflIe.s.1Nc. ~ NO CHANGES THIS SHEET. ,tj 04105/17 AU. RIGHTS RES'ERVE.O 1--10~7~0 ~TE~C~H~N~O=LO~G~Y~O-R-~ jj N. VENICE, FL 34275 !~1;.~~1:~ MD"5570.0 ~~ A 'PROOUCT REVISED as comptyfng with tho Florfda Bulldin.g Code NOA-No. 17-0420.06 A LYNN MILLER, P.E. P.E.~58705 CONCRETE/CMU PER DETAILA1 llfl\J1XWOOO INTO MASONRY DETAIL 81 ASl!WlAI. FACING EXT. DETAILC1 INTERLOCK DETAIL D1 INTOM~rAL METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE ANCHOR REQUIREMENT r------------------------FRAME WIDTH -------------------------. ·. . . i-7 -1/4"MAX. TYP. ANCHOR TYPE, . , .. . .. 9' MAX 28• o.c. EMBEDMENT AND · •· · ~: • \n.-~- EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW •.• ! . ; ...... t : EMBEDMENT ~ : ~• ...• ;/, EDGE ·· ('. :: DISTANCE,~ ·:~ •'. . iL~ .. :·.:.:::.-;: ANCHOR~/ PLATEAT \ / EVERY / ANCHOR LOCATION TYP. ANCHOR TYPE, EMBEDMENT ANO EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW ~---~ DAYLIGHT OPEN ING EMBEDMENT #8 X 3/4" SMS REINFORCEMENT SCREW; 7 u PER STILE, LOCATED AT CENTERLINE AND 6", 9" & 12" FROM ENDS (FACTORY INSTALLED), DETAI L B2 ASTIIAG.11. FACM'lO INT. 1/4" . , .. • , • •• EDGE .. :•, . • DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1 & NOTE 3, BELOW 'T I L ______ _j EMBEDMENT HORIZONTAL SECTION (XO SHOWN) CONCRETE/CMU PER ANCHOR REQUIREMENT FIXED PANEL CLIP & ANCHORS, SEE ASTRAGAL MAY BE INSTALLED IN EITHER INTERIOR OR EXTERIOR DIRECTION. ALL PARTS IDENTICAL. NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONF IGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) CONT INUOUS ANC HOR PLATE, ITEM 118, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. REINFORCEMENT TYPES (SEE NOTE e, THIS SHEET) ASTRAOALS,fDCED @ FOR AU. LOCl<Sn.ES, l ID HORIZc!rr~ ~ 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADO-ON. [ m 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL f(lft I Ii,\ 7 REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF INTERi~ ~ THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD 7) SEE SHEET 20 FOR SCREEN DETAILS. DETAIL SHEET 19 EDGE DISTANCE TYP. ANCHOR TYPE, EMBEOMENT AND EDGE DISTANCE PER SU\!STRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW h'o DETAIL E 1 INTO MASONRY 1X BUCKSTRIP I TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TAB LE A, SHEET 1 & NOTE 3, THIS SHEET EMBED-- MENT 7 DETAIL E2 INTOWOOO DETAIL E3 lNTO MASONRY 1/4" MAX. DETAIL E4 INTO METAi. DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD , MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE A, SHEET 1 EMBEDMENT I . 63ur'::==,v"- / 1XOR2XWOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND E DGE DISTANCE PER SUBSTRATE, SEE TABLE A; SHEET 1 & NOTE 3, THIS SHEET ~/ ANCHOR PLATE AT EVERY ANCHOR LOCATION DAYLIGHT OPENING HEIGHT FOR LOCKS TILES, ASTRAGALS, FIXED STILES ANO HORIZOITTAL RALS FRAME SEE HEIGHT NOTE 5, THIS SHEET ~ 2X WOOD BUCKSTRIP OR FRAM ING, SEE ANCHOR NOTE 3, SHEET 1 DETAIL F INTO WOOD NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS . 2) REFER TO ANCHOR NOTES, SHEET 1. #8 X 3/4' SMS REINFORCEMENT SCREW; 3 PER RAIL, LOCATED AT CENTERLINE ANO 9" FROM ENOS (FACTORY INSTALLED) 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQU IRED AT ALL FRAME ANC HOR LOCATIONS. DLO WIDTH= NOM. PANEL WIDTH· 8-9/16" DLO HE IGHT= DOOR HEIGHT• 11-1/16" PANEL HE IGHT= DOOR HEIGHT· 2-1/2" SILL RISER VARIES WITH REQUIRED POSITIVE DES IGN PRESSURE, SEE SHEETS 7 &8, 5) SEE SHEET 20 FOR SCREEN DETA ILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DI MENSIONS. t1 ,.390 42 1--#4~3--"4~"'!'-"~s"--'~""A"":!..PL-Y--.8~3 7 1.917 ,_J . ,.,~ ~ "'f 7 :rfil ,,fil70 1 2 947 4 041 2.887 3.464 I .060 .060 =1 ,060 =1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET .060--- ,.:;,, SILL RISER \'.'..1/(2-112' TOTAL SILL HEIGHT) c,;,.. SILL RISER \::V(3-1/2" TOTA L SILL HEIGHT) r.:-,, SILL RISER r.':\ SILL RJSER 1.::1(4-1/1 6" TOTAL '-:V (4-5/6" TOTAL SILL HEIG HT) SILL HEIGHT) PRODUCT REVISED as complylr'lg with tho Fl orld=- Bulldlng Code NOA-No. 1 7-0420.06 TAB LE 1: Desig n Pressure (OP) an d Anch o r Quantities Required, (b r all appro\Cd configurations on Sheet 2) Use this tablo for. Door Unit Heighl ANCHORAGE TYPE PER SUBSTRATE REQU IRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANT IES LISTED BELOW. SEE TABLE A, Glass Types 1, 1A, 3 or 3A eo-84" 96° SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement #29 66-15116" DLO 1-leq\t 72-15116" DLO Height 84-15116" DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE Lockstlle Relnt>rcemenl #25 or #28 Anoh<lr Group Anchor Group Anc hor Group v--: MAX IM UM POS ITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std. Interlock Reinforcement 1127 A I B I C I D A B I C I D A I B I C I D CONSIDERED, SEE TABLE B1, TH IS SHEET. Design Pressure +60l-60psf +601..ro psr +60/..(;0psf # OF AN CHORS THROUGH THE HEAD & S ILL. (EX: FOR C3+1, 3 ANCHORS 19-1/8" Head'SII C3+1 I C3+1 I C3+1 I C3+1 C3+1 C3+1 f cs+q es+1 cs+1 IC3+1 IC3+1 IC3+1 "----CLUSTERED AT PANEL M EETING POINT AND 1 ANCHOR REQUIRED AT 24' DI.O Jamb s I s I s I s , 5 I 5 I 5 s I s I s I s MIDSPAN OF PANEL~ Width r-----::: TOTAL# OF ANCHORS THROUGH THE JAMB. P-hook 7 I 7 I 7 I 7 7 7 I 7 I 7 a I s I s I s r--._ THE# OF ANCH ORS REQUIRED THROUGH THE P-HOOK, Design Pre ... ure +60l -80psf +601 -60 psf +60l-60 psf 25-1/8" Head/SIii C3+1 I C3+1 l C3+1 I C3+1 C3+1 C3+1 I C3+1 I C3+1 C3+1 I C3+1 I C3+1 I C3+1 PERPENDICULAR TO THE GLASS .. 30" DLO Jamb s I s I s I s s s I s I 5 s I s I s I 6 Width .c P-hOo~ 7 I 7 I 7 I 7 7 7 I 7 I 7 s I 8 I 8 I a i Design P~sure +60/..rop$( +60 I .(;O psf +60l-60psf ~ 31-118" Head/Sin C3+1 I C3+1 ( C3+1 I C3+1 C3+1 C3+1 I C3+1 I C3+1 C3+1 I C3+1 I C3+1 I C3+1 "' 36' DLO s I s I s I s s I s I 6 s I s I s I s CL Jamb 5 Width ~ P-oook 1 I 7 I 1 I 7 7 1 I 1 I 7 8 I 8 I a I 8 E Design Pres<irn +601-60!>$1 +6()/..,;opsf +60/4:Jpsf 0 z 37-1/8" He»'SIO cs+11 C3+1 I C3+11 C3+1 C3+1 C3•1 I C3+1 I C3+1 C3+1 I C3+1 I ca+11 C3+1 TABLE B1: 42" CLO Jamb s I s I s I s 5 5 I 5 I 5 5 I s I 5 I 5 Wld l h Water•llmlled FIG~ P-hook 1 I 7 I 7 I 7 7 7 I 7 I 7 a I a I s I 8 (+) Design Pressure Ot! bENGTH Des ign Pmsure +60l-60psf I / , +601-60 pst +80/4:Jpsf SIii Norn. Si l Max. (+)DP 43-1/8" Hea!VSHI C3+2 I C3+1 l C3+1 I C3+1 C3+2 C3+1 I C3+1 I C3+1 C5+2I C3+1 I C3+1 I C3+1 Riser Height AUowed DOOR ASSEMBLIES ;-48" D\.O Jamb s I 5 I 5 I 5 5 s I s I 5 5 I 5 I 6 I 5 ::c INSTALLED WHERE THE Width II None 1-11/16" See Note2 0 PRODUCT REVJSED P-hook 1 I 7 I 7 I 7 7 7 I 7 I 7 s I s I 8 I 8 42 2-1/2" +S8.7 psi w OVERHANG(OH)LENGTHIS ;~1~:i'!':'~~':ig 0 with t ho Florid• ::c EQUAL TO OR GREATER THAN \J 43 3-1/2' +80.0 ps f ::c THE OVERHANG HEIGHT IS NOA-No . 1 7-0420.0 6 0 USED IN EXAMPLE ON SHEET 9 44 4-1/16' +80.0 psf EXEMPTED FROM WAT ER Explra tlo:a 0 4 /1 4 /202 1 45 ~-+60.0 psi ___; INFILTRATION RESISTANCE. -----· By Ml.;,.m 1-u,ao Product Control ( DLO W IDTH= NOM . PANEL WIDTH -8-9/16" \ \\ \ \11 1111 I DLO HEIGHT" DOO R HE IGHT· 11-1/16" ,,,,,~~1t~Xf-:J.N 1111 ,,, PANEL HEIGHT = DOOR HEIGHT· 2-1 /2" ./~~••·•.._1CEH~•tt~'-',:. TABLE NOTES: ~ ~--·.-;p, u ~ VINYL S LIDING GLASS DOOR NOA (LM) ~, 10/05/15 f•,~J{ 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE 8 1 DETERM INES THE WATER LIMITED (+) DP. . M DP & AN CHOR QU ANTITY TABLE ll-"I J ROS OWSKI ~i :_ l'i$ =,-; ~ 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL ~ NO CHANGES THIS SHEET . ~S 04/05/17 ~~\ ST Tl:)_ ....-1; RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 1 MAY BE USED. COPYRfQm'02017 PGTN>lJS'TR.1iS..IMC. 1 ..-, ~&••.':LoR10'-.••·0~,' 3) SEE SILL RISER TYPES ON SHEET 4. ~ fUQHTs RESER\IUJ ; ~ ········· ~ ,, 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR i u ",,,, 1bNA\.. €,,,,, N. VENICE, Fl 34275 1 I 11I11 11 {\ \ 5) REFER TO ANCHOR NOTES, SHEET 1. {941)-480-1600 • S GD-ss1o lll NTS Ill 7 O F 21 J1I ~t!A /\.lYNNIIILlER.P.E. 6) SEE SH EETS 11-16 FOR ANCHOR LOCATION & SPACI NG ~RT. OF AU'ni,/l29190 MD-6570 .0 P.e.'68705 @o s1 • ¢ifil{ffi!l!Q!l. ~~~i;/!a~~:IOR· I TOY/AR.OS TI-iE EXTERIOR, I I ¢i ~ I/if:===::~~ PRODUCT IS 'INTERIOR-I Gt.AZEO" IF #80-81 IS I TOWARDS THE INTERIOR, I see·NOTez THIS SHEET I PAINTED/ 1.AAtlfllATED SURFACE ¢~ @o s1 PRODUCT IS "cXTERJOR-I ~;~~:T~~~RIOR I I ¢i IITTERIOR I PRODUCT IS "INTERIOR-I GLAZED' IF #so..11 IS I TOWARDS THE INTERIOR, I see NOTE2, ntlSSHEET PAINTED/ LAMINATED SURFACE eo a, Q cXTERJOR I ~~--a 1 :~~;;s~~~~~IOR-I TOWAROS THE EXTERIOR I ¢:,llillB!2!! PRODUCT IS i NTERJOR• GLAZED" IF #80-81 IS TOWARDS THE INTERIO SEE NOTE 2, THIS SHEET 3116" l:j§ GLASS--+-- .090" PVB---+-~ ¢i ~ PRODUCT IS "EXTERIOR• I ~ ::-:~koR. I I I I ¢:I JNTERIOR PRODUCT JS •INTERIOR~ GI.AZ.ED" IF #82-83 IS I TOWARDS THE INTERIOR. l ...J- GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE2 SEE NOTE 2, THIS SHEET GLASS TYPE3 r;;\DURASEAL® vsPACER 3116"NOM. 3116' HS GLASS---+-- .090" PVB ---<-~ ,,;;,,SUPER '.:::J SPACER® NXT'N ,,;;,,_.:.;X::L-=E=D-=G:.=E '" 0 SPACER (§) ¢~ PRODUCT IS "EXTERIOR-I ~~::.: T~:~i~RIOR I I ¢i l!m!ll2.!!. . I PRODUCT IS iNTERIOR-I GLAZED" JF #82-83 1s / TOWARDS THE INTERIOR. l NOTES: SEE NOTE 2, THIS SHEET GLASS TYPE 3A 1) BACKBEODING SURFACES SHALL NOT BE PAINTED OR LAMINATED. 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED, PROVIDED THAT THE "HS" SURFACE OF A LAMINATED GLAZING UNIT IS ADHERED TO THE GLAZING LEG. I 3116' l:j§ GlASS---1--- .090" SG-......l-- PAINTED/ LAMINATED SURFACE ¢~ PRODUCTIS "EXTERIOR· I ~~;~~ ;Jt~t!RIOR. I I QumBI28 I PRODUCT IS "INTERIOR-I GLAZED" IF #82-83 IS I TOWARDS THE INTERIOR. / SEE NOTE 2. TH!SSHEET GLASSTYPE4 . i VINYL SLIDING GLASS DOOR NOA (LM) j GLAZING DETAILS 'ANN' "ANNEALED 'HS"" HEAT STRENGTHENED •r•" TEMPERED "PVB"" .090' TROSIFOL® PVB INTERLAYER BY KURARAY AMERICA, INC. 'SG'" .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. PRODUCT REVISED as complying with the Flortda Sulldlng Codo NOA-No. 1 7-0420.06 SILL CLUSTER ANCHORS LAYOUT: ASTRAGALOR INTERLOCl<- CENTERLINE f--1-4• ~ ~~:;;;;;;;;;.;;;;;;:t;;;~J;";;;;;;;d,, EXTERIOR 9 2-TRACK CLUSTER 'C3" A~'CHOR LOCATlOtlS ASTRAGALOR > 4",,,__ INTERL0C~7 CE"'1"ERUNE i -, ~ / • I d EXTERIOR --1--3.22" ,!} 3-TRACK CLUSTER •c3• ANCHOR LOCATIONS ASTRAGALOR )4", INTERlOC~7 CENTERLINE i , , • / / 7 7 EXTERIOR --1--3.22" ~ 4-TIRACK CLUSTER "CS"' ANCHOR LOCATIONS NOTES: ASTRAGALOR li'ITERLOCK- EXTERIOR ~ CENTERL INE ----r 4" 2-1'RACK CLUSTER "C5' ANCHOR LOCATIONS ASTRAGALOR > 4',,,__ 1"1"ERLOC~7 CENTERLINE i , . ~ / 0 4 EXTERIOR 3 .22" '.--1 .-- ◊ 3-TRACI< CLUSTER 'C>" A~l::HOR LOCATIONS ASTRAGALOO > 4", l,O-EIU.OC~7 CENTERLINE ! / , 0 /o / / . ,f EXTERIOR -1--3.22' ./J, HAACK CLUSTER 'CS" ANCHOR LOCA TIOOS SILL"+" INTERMEDIATE ANCHORS LAYOUT: EXTERIOR ~ 2-TRACK INTERMEOIA TE "+1" ANCHOR LOCATION 3-TRACK INTERMEDIATE •+1 • ANC!-IOR LOCATION t EXTERIOR ,!} 2-TRACK INTERMEDIATE "+2"' ANCHOR LOCATIONS -I i--3.22" 9•TRACK INTEJl,\IEO!ATE •n•• ANCHOA LOCATIONS t PANEL CENTERJ.INE7 PANEL CENTERLINE7 i =:~ I <-TRACK INTERMEDIATE '41• /WCl'IOR LOCATION FIGURES PERTAIN TOTHE' FOUOW1NG SIU. INTERMEOIAT'E ~ LOCAT100& 4-TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK-TO-TRACK ~ ~ DISTANCE IS 2.375" 2.375" FOR ALL SILLS: t FIGURES PERTAIN TO THE f-OUO'IVINOSIU. CLUSTER ANCHOR I.OCATION$:: QrlJ,JJ,J, I Jamb I 5 ·1 I P-hook I 7 I COPYRIGHT C 2017 PGT INDVSTRIES, INC. All RfGHTS RESt'RVW 1070 TECHNOLOGY DR N. VEN ICE, FL 34275 (941)-480-1600 CERT, OF ,A,U1H. l'20'298 I Jamb r I P-hook I 5 ~ vINYL SLIDING GLAss DooR NOA(LM) la ,0,05115 j ANCHOR LOCATIONS A ~ti J ROSOWSKI ! NO CHANGES THIS SHEET: l! 041os111 I SGD--5570 !I NTS Iii 11 OF 21 1~~1 MD-5570.0 1,~ A EXTERIOR {} 0 2-TRACK INTERMEOIA"TE "♦3" ANCHOR LOCATIONS PANEL CENTERLINE7 >4",,,__ ~ / q / 0 I 'f EXTERIOR -· ~-3.22" ./J, 3-TRACK MERMEDIATE ._.3' ANCHOR LOCATIONS PANE L ) CENT1:RLINE7 4", i ~~.~/~ 'f/ /~ EXTERIOR ◊ -1--3.22" 4-mACK INTERMEDIATE ,...,3" ANCHOR LOCATIONS A. l YNN MILLER, P .E. P.EJ/06705 HEAD CLUSTER ANCHORS LAYOUT: HEAD"+" INTERMEDIATE ANCHORS LAYOUT: ...., ASTRAGAL OR I/ ASTR/\GAL OR ) CENT~~~-PANEL •1) 4., INTERLOCK-4" INTERLOCK-4" CENTi~':i- 4' CENTERLINE f-...._ CENTERLINE J-...._ I I' CENTERLINE -f-...._ ~~ I ~~ ~~ ~~ ~~ I ~ I ~ ~ I ~ I ~ EXTERIOR --i-3.22" EXTERIOR ----l-3.22" EXTERIOR. EXTERIOR ~-'-r-3.22" ~ ~-1--3.22' ◊ 2-TRACK CLUSTE R "C3' ◊ 2-TRACK CLUSTER "CS' ◊ 2-TRACK INTERMEDIATE ,0, 2-TRACK INTERMEDIATE ,0, 2-TMCK INTERMEDIATE .....cHORLOCATIONS ANCHOR LOCATIONS "+1" N"CHOR LOCATION "+2"' ANCHOR LOCATIONS -.3" ANai◊R LOCATIONS ASTRAGALOR >4" ASTAAGALOR )4" PANEl ) INTERLOCK-7 1'1TERL~7 PANEL PANEi. CENTERLINE CENTF,RLINE CENTERLINE7 CENTERLINE 7 -4.75" CEHTERLINE7 4• ~ ' ~ , ' ~ ~ ~ ' I / / I/ / I I/ / I / I / I / EXTERIOI! -~3.22" ~ ~ i--3.22' EXTEJ310R I EXTERIOR I EXTERIOR _....., i--3.22'' ◊ ◊ 3-TRACK CLUSTER 'CS'" ◊ 3-TRACK INT=RMEOIA TE ,0, 3-TRACK INTERMEDIATE {} l•TRACK INTERMc.OIATE 3-TRACK CLUSTER -c:,• "+1" ANCHOR LOCATION '+2" ANCHOR LOCATIONS "+3" ANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOC\T!ONS MTRAGALOR >4•A ASTAAGAI. OR >4•A PAl<laL PANEL PANEL 14•A. INTERL~7 INTERLOCK--CENTERUHE -7 CEt<TERI.INE -7 CENTERLINli7 CENTERLINE CEHTER1.INE I f ! / / f ~ ~ / / I/ / .I / / / / I I I EXTERIOR --~3.22" EXTERIOR ->-3,22" ~ EXTfiRIOR I EXTERIOR ---1 1---3.22" .Q, {} ◊ 4-TRACK INTERMEOO,.TE ,0, 4-TRACK INTERMeOIATE .. 2" ◊ 4-TRACK INTERMEOIATE "+3" HRACK CLUSTER ◄•TRACK CLUSTER t1+1• ANCHOR LOCATION ANCHOR LOC\TlCNS ANCHOR LOCATIONS "C3"ANCHORLOCAT10HS "CS"ANCIIOR UlCA ~ NOTES: FIGI.A:S PERT.AN TO THEFOlUJllltlG HEAD 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. I~ ·--.. ~ l.OCA.TION$: ~~· NOTES: OJJJ ,lfJ,, 2) TRACK-TO-TRACK 1) ALL D IMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. D ISTANCE IS 2.375" 2) TRACK-TO-TRACK ~~·· FOR ALL 'HEADS: DISTANCE IS 2.375" FOR ALL HEADS: PRO DUCT REVISED '\ \ \ II I//// ;:1r31'::'l~"I. with th• f l orrda ,,,'~o~~ -~ Xt:i.tv ¾'',,, I Jamb I s I NOA-No. 17-0420,06 ,'.f; .,•' 1,1CENss·• •• :r<'. ,, '.__, ...... ,.'-'"',Alf I U THE I P·hOOk I 7 I ' •' -~, cwm'RAHCHCl!t.OCAT~ l:Jcplr•llon Dal• 04/14/2021 f * /· No. 56705 ,\ ~ [t[JJ,W,, u i VINYL SLIDING GLASS DOOR NOA (LM) Is 10,05/15 By ,..,.-::.""'7 = , a : * Mia,~--•,.-roauct \.Or\U"OI t 1 \ !r][~/ fl.-J ANCHOR LOCATIONS B ltl J ROSOWSKI r ~~\ Sl: EC /{<;2 .i NO CHANGES THIS SHEET. ~! ', ~IS' •,,t{or,,101'-•• ••0~ ,~ COPYI\IG:Hl'02017 PGTIHCUSTRJa_ IN¢, 04/05/17 ,, -81 ······••' ~ ,, ALL fUOHTS RESERVED /,,,, ONAL € ,,,, 1070 TECHNOLOGY DR I I~ //111111111' I Jami> I 5 I N. VENICE, FL 34275 I P-hook I 7 I (941)-48()-1600 SGD-5570 II NTS 11112 OF 21 lh! IJf A A.LYNNMNJ.ER,P.E. CAAT. OF AL.mt 129298 M0-5570.0 PE.#li8706 P-HOOK ANCHORS LAYOUT: 6"MAX. NOTES : 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P·HOOK. [ill ~ Heed/SUI C3+1 Jami> $ P·hook 7 JAMB ANCHORS LAYOUT, (PARTIAL V IEW): FIGURE:S Pf;:RTAIN TO lHE FOLLO'MNO ,N,mANCltOft lOCATlONS: 7 .. r-:--·2.375' 7 r-:-4.75" btbJbl I.JLJLIU I I 1.12s· uwuuu L 21.6' MAX. o.c. I I . 6" MAX. L 21.6' MAX. o.c. I I 6" MAX. L · 21.11· MAX. o.c. EXTER IOR ~ Jamb P•hcoi< s I NOTES: I 6' M AX. r;:;-RA;.;;RAME JAMB ANCHORS ~RACKFRAME JAMB ANCHORS '4-TRACK FRAME 1) STANDARD ANCHOR LOCATIONS SHOWN. FO R 3 AND 4·TRACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK (SIMILAR TO THE 2-TRACK JAMB) AS REQUI RED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. JAMB (3) TRACK WEEP HOLES EVERY 24"@1.126" X .190":J (1) WEEP NOTCH EVERY 24'@ 1.376" X .fiX/' JAMB ANCHORS JAMB (6) TRACK WEEP HOLES )s EVERY24"@ 1.1 25"X.190";_/ '-- (1) WEEP NOTCH EVERY 24'@ 1.375' X .500' Sill WEEP HOLE LAYOUT (2 , 3 & 4 TRACKS) ~ J VINYL SLIDING GLASS DOOR NOA (LM) LJ~ l ANCHORLOCATIONSC JAMB (5) WEEP NOTCHES PER END @ 1' X .500" (10) TRACK WEEP HOLEs_), EVERY24"@1.125"X.190"; . - {1) WEEP NOTCH EVERY 24•@ 1.375" x .soo· PRODUCT REVI SED ;!,Jd,'::'~~?u with the Florida N0A.-No, 17-0420.06 A. LYNN Ml.I.ER, P.E. P.E.#5870& CLIP ANCHOR PEAS USED NSTALLA TION, 1 #10 X "SMS 1)1NSTALL' CLIP INTO PANEL STILE 2) INST ALL CLIP INTO FRAME JAMB , & SUBSTRATE, """0USING4 INSTALLATION ANCHORS, SEE TABLE 1 ""<I @ FIXED PANEL CLIP INSTALL ONE CLIP AT THE MIDSPAN OF EACH FIXED PANEL-TO-FRAME JAMB LOCATION. HEADER BLOCK TO HEAD ATTACHMENT INSTALL ONE BLOCK AT EACH INTERLOCK. AT ASTRAGAL, INSTALL ONE BLOCK THAT SPANS BOTH PANE LS. t ·~' 1 ' (2)1/4" 1 X 2-1/4' SMS JAMB TO HEAD ASSEMBLY ~:-~ . ~w \ / '- I . (4) #10 X2' SMS 98 \ I JAMB TO ASSEMBLY I I \~ \~ I 4-PANEL, 2-TRACK OXXXSHOWN PANEL ASSEMBLY ALL PANEL CORNERS · WELDED, NO ASSEMBLY FASTENERS NOTES EXTERIOR 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 11-16 FOR ANCHOR LOCAT ION & SPAC ING. 3) SEE TABLES 1 & 2 FOR RE INFORCEMENT REQU IREMENTS. . 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. ! VINYL SLIDING GLASS DOOR NOA(LM) ! 10/05/15 i ACCESSORIES INSTALLATION 1~ J ROSOWSKI KEEPER TO JAMB · ATTACHMENT PRODUCT REV I SED B~ildi':Gl~!:1le with the Florida NOA-No, 1 7-0420,06 RESO21-0002 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: 3 '? / 3 Rt l 6rflt.:l:-, Permit#: _________ _ *Owner/Project Name: £LI zp. h,=1h. E r'i. C: /I S As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, plea se provide the information and product approval number(s) for the building components l isted below as applicable to the bu i lding construction project for the permit number listed above. You sho uld contact your product supplier if you do not know the product app ro val number for any of the applicabl e li sted products. Informat ion regarding statewide p roduct approval may be obtained at: www.floridabuild i ng .org. Category /Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging 2. Sliding P & I ]tJclv-5,/l'J &~ 6G-O 5~,-,0 LAf\.~c ft".1-s~IG /,,,.,._ D/tt, ;7~/. 10 3. Sectional 4. Garage Roll-Up 5. Automatic 6. Ot her B. WINDOWS 1. Single hung 2. Horizontal slider 3. Casement ~ /llr"OJV T()rJ Pc:;fl_[C-Y..10N Jl>'lO~c, J (). '-{ . d-- 4. Double hung 5. Fixed 6. Awning t'\ l 7"" Dy\.) T◊,U /J L;---fl..-/ C y_ I t>N f Yt"fJAl.'f 5'1,Q.._ 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10/17 /18 Category /Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding -lflit11,:<,, /~i411c(, bLJ<... Pri0tlct.~ !IA111,l1: PA,;Gl. ~1J.r1A t'3Ji3,J.... 2. Soffits 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other 0. ROOFING PRODUCTS 1. Asphalt shingles 2. Underlayments 3. Roofing fasteners 4 . Nonstructural metal roof 5. Built-up roofing 6. Modified b itumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insu lation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Pa ge 2 of 4 Updated 10/1 7/18 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and ava i lable to the Inspecto r, a legible copy of each manufactu rer's printed specifications and inst allation instructions along with this Product Approval Sheet. I certify that this product approval l ist is true and correct to the best of my knowledge. I further certify that use of d ifferent components other than the ones listed in this document must be approved by the Building Official. *Contractor Name (Print Name):-"C:__._"p_//._l_...:../_~_~____;7_6_-_1/_c_~_L_:>_o_r..J_' __ *Contractor Signature: __,_;1..,,.,,---'-IJ----'-_ .... ~ _ _,fi,_c-__________ _ *Company Name: __J..8....:...._::....J.__;_li.;.._____,,d.::....,:_o/J_:5....;.T...:..(l---'(.)'-(.;..-' _T.:._io_,,)_---fr-'~&L.:..-r.=---'¥_0_e:l_l;_~L_i ,..:,_::,...,__--,,,,::.]c..:..ttJ_L-=-~--------------------- *Mailing Address: / 0 3 D ,4 ti woocf f d *City: S(lt ,L 5?1~ VI 11? 6 t--A£.J.-.... *State: ------'f_--_L ______ *Zip Code: ----'3=---J._:J._-S_-6 _______ _ *Telephone Number: _q--'--0_'-_{_-_,J,__7_0_-_D_f.._1_6_: ____ *E-mail Address: --=-~.....:,_4ll_( ---'/-1_'5_1 C_-_~_t:----=(!=---..:'4:...:..o_L_,_t:._P c_"1'_'-_______ _ Cell Phone Number: _1_0_£._/ _-_3_!_8_-_C>_?_q_J.., ____ Fax Number: ____________________ _ Page 4 of 4 Updated 10/17 /18