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42 3ed St RES22-0160 REVISION 11-3-22 r,, Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RES22-0160 I I /3 /2 El Revision to Issued Permit OR ❑Corrections to Comments Date:11/01/2022 Project Address: 42 3rd Street Contractor/Contact Name: Sunshine Coast Construction,Inc. /Joseph M Rumancik Contact Phone: (904)20&1084 Email:joe@sunshinecoastinc.com Description of Proposed Revision/Corrections: Move entry door and close in existing supported covered porch to allow for finish space on interior of room(frame under the existing support beam.Add window in specified area. See attached plan. Door FL#22363-R6 Window FL#14039 I Sunshine Coast Construction.Inc. /Joseph M Rumancik affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ElNo ❑Yes(additional s.f.to be added: • ill proposed revision/corrections add additional increase in building value to original submittal? 'No ❑*Yes(additional increase in building value: $ )(Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: Building Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services updated 10/17/18 SUNSHINE COAST CONSTRUCTION CBC1256395 Phone: (904) 208-1084 e-mail joe@sunshinecoastinc.corn REF / STACKABLE FREEZER WASHER CO DRYER S O O ___) - --_. /- ' •PACKET Dam i ^^ Y N 6 R PI gH ri -or C7 Z � COVERED Job: KEN BROWN PORCH ! 42 3rd STREET - - - ATLANTIC BEACH, FL EXISTING COLUMN SCALE: 1 :40 1. EXISTING FLOOR PLAN SUNSHINE COAST C❑NSTRUCTI❑N CBC1256395 r-is 16'-31" Phone: (904) 208-1084 2 e-nail joe@sunshinecoastinc,com i REF / STACKABLE FREEZER WASHER CD 0 _ DRYER S -____) -- ------_ \Z-- OD 0 0 ri .0 2 x 6 DOUBLE HEADER I ) I N x 6 D U2"SPACER POCKET DOOR o Iy 3,3,, AQvie) R0 x m Li c,= w 2 x 4 SPRUCE W KING JACKS 16'-316" — n z ( 1-_ A 2 x 4 SPRUCE JACKS 8'-1 g„ 2>rI _ Z n 7 M PT BOTTOM n PLATE NEW WINDOW FL#I4039 24"x 36" ' j ' f SECTI -\ A- A 4'-5i" SECTI❑N SCALE: 125 LEAVE EXISTING COLUMN FRAMING Job: KEN BRIWN UNDER EXISTING ROOF 42 3rd STREET -EXISTING PORCH ATLANTIC BEACH, FL 32233 SCALE: 1:40 k PROPOSED FLOOR PLAN WITH ENTRY DOOR MOVED 4 1 11 1 M/ySONITC. ) 149•MAX. OVERALL FRAME WIDTH _ Q CO8 ci 21" MAX 36.375" MAX. Q c0 IMPACT GLAZED FIBERGLASS DOOR UNIT 37.5" MAX. 0 . ( D.L.Q,-----{{{ PANEL WIDTH 6'-6"DOUBLE DOOR WITH/WITHOUT SIDELITES I W/ASTRAGALS WIDTH -' 1I "'O GENERAL NOTES ^ " ' • +' • • O Q 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO Q.U THE FLORIDA BUILDING CODE AND WHERE PRESSURE _ REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM = DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, Li)U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. zz 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (I-VHZ), 0O I"' HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 'O x o. `_W 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, §d I EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). sz HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED. n p O 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 g0AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. I 5. PLASTICS TESTING: �3 TEST DESCRIPTION DESIGNATION FACING UTE FRAME 3 SELF IGNITION TEMP ASTM 01929 752'F > 650'F 842 'F > 650 'F 11 „g/ RATE OF BURNING ASTM D635 0.56 IN/MIN 1.28 IN/MIN r� SMOKE DENSITY ASTM 02643 53.4% 70,2% 0 • I s ,I ,o TENSILE STRENGTH. ASTM D638 3.2X DIFF 1.8% DIFF 6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TEST DESCRIPTION DESIGNATION RESULT al SELF IGNITION TEMP i ASTM D1929 779 'F > 650 'F RATE OF BURNING ASTM D635 0.0 IN/MIN DOUBLE DOOR UNIT W/SIDELITE$ k I SMOKE DENSITY ASTM 02843 39.0% MdM16EIbINM TENSILE STRENGTH. . ASTM D638 3.6% DIFF F I F • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING OMS.NFU(3 7i} E 4500 HOURS XENON ARC METHOD 1 7. MAXIMUM GLASS SIZES COMPLY WITH ASTM E1300 FOR THE a II If 30 = DESIGN PRESSURES USTED. Ir- --.___ ....__ -_ c ---- _......._. I �y0' Z 7 7. I E PI: , . -E • .• 1 • • 1 I I _.. - ._._ I �NNQ O SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT LE DOOR UN T_W/S1OELR'ES DOUBLE DOOR UNIT W IRELI ES NOILSIRELIIE WITH SIDELITE U co<2 WHERE WATER INFILTRATION PERFORMANCE IS war. 4/26/17 DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE - CONFIG MAX WIDTH INSWING j OUTSWING - INSWING BUMPER 0 2-SERIES O,'S T4 0 S T4 0 S HIGH DAM 0 S el i 414., scALE, N.T.S. X 37.5" +50.0 < 50.0 ;+50.0 T-5O.0 N A +2 .0 -25.0 +40.0 -40.0 +50.0 -50.0 +50.0 -50.. +'8.0 -50.0 owc.BY: SWS XX 74" +50.b / -50.0 +50.0 -50.0 N A +25.0 / -25.0 +40,0 5 -40.0 N A +50.0 / -50.0 +50.0 , -50.0 -" OX or X0 75" +50.b / -50.0 +50.0 -50.0 A +25.0 1 -25.0 +40.0 / -40.0 N A +50.0 -•..0 +50.0 / -50.p ax°it OXO 112.5' +50:0 -50.0 +50.0 -50.0 N/A +25.0 / -25.0 +40.0 -40.0 N A +50.0 ..0 +50.0 -50.0 KURT FLORIDAP.C.COR NO.: OXXO 149" +50:0 / -50.0 f+50.0 -50.0 N A +215.0 - .0 + •.. �� 4 Ti!I V� IDA P R� -SOA 056533 DWG-MA-n.0195-17 -- - 91EET 1 or__4._ i ao 8'- - SEE DETAIL - —6" C3 c0 .E. — 3' QO - - -3" l—� 3"- 3" I I 3' 3" '� -I 3) -= _'—"' -- ( L._ cn- II ur..4.._ ll a'''--1- ry In U D DETAILin W I 3 GM SEE DETAIL - lt• • SEE DETAIL , �" O 0 1 1. O 1. O © n H - or— )lk,:1 I - 8• 8" 6'3' — of I "I 5 8 i 1 f 1 r S ,..._ II oti!1 Q. 3" _ - - 3" t t - F- 1 3. 6" - SEE DETAIL -3-6. #8 x 2" E118 F GC( 1ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH #8 x 2" #10 x 5/8" 111111111r 111112111 THE THRESHOLD & INTO THE_ STRUCTURE DEEP ENOUGH#8 x 2" #10 x 5/8" #10 x 1" DETAIL "E" ASTRAGAL FORA 1.375" THROW#10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGALhw ' " ° � x 1" STRIKE PLATE TO FRAME #10 x 5/8" � AS SHOWN. ., . DETAIL "C" 03 DETAIL "D" m� 1 1 0.9621 �jr■bwM 1.x75- T r---�, 1.437" �• •-•� a—�J'�-�-� 1 J C9611911/61:� .le-013 7r t INSWING THRESHOLD BUMPER 0/S THRESHOLD HP 0/S THRESHOLD II n c1m<Z : 4/26/17 1.482•I iri 1�;�.. 1.75" 1.0x7" 1.437'P:12b="11 xuc: N.T.S. T h mAT11 Tma 6* SWS «K m: DIVIMNII NO, 2-SERIES 0/S THRESHOLD HIGH DAM 0/S THRESHOLD T4 0/S THRESHOLD I1wt;—MA—Ft0195-17 SLIT Z or a-A SEE DETNL _ . 6" r 4 00LC) "E" SHT. 1 I— 31 t - I I I I ill -{_ 3" , r c)--i nl, 1 -I-I 6" 6" 6. ' 6" 6" I f f m z4 o M� - - o - p_U U " PPS r}�; a= 1.0 a SEE DETAIL d in p - - "D" SHT. 2 v. (n 0 o w SEE DETAIL o t I' ''7; `C` SHT. 2 - n - Li I W • ` �" II h I II (D �/ , O G (H}-- 19/ 6`y—' 6` -� m m 4 )1 M_ t', -r- 1- _ — ,III1 I�) 8 3" _T,- W 11 tjr' MdtMrebNNi 3" 3" - "6ill 6`- , 3" - I�3 10 o p� t � 01 wank NA41?r} "� 6"- 6' - - - 6 prnay"a 1101 is° '/ HARDWARE SCHEDULE � ATTACHMENT DETAIL 1, KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND Egig SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE. i SIGNED AND SEALED BY ROBERTO LOMAS, PE y . 62514 WITH THE LOWEST LEAST 1.25` _ 2. 4" X 4" FULL MORTISE BUTT HINGES. (FLORIDA # ) (LEAST) MIN � ►•. t. __ FASTENER RATING FROM THE DIFFERENT FASTENERS —Wm — 1"X1/2" CORRUGATED #10X2` WOOD SCREW1.1 o BEING CONSIDERED FOR USE. JAMB, HEAD, AND t, HIM 1.25' 3" FROM 7EA H END 6" FROM 1EACH END Wali z THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL--1 I_ MIN jNIMMIll p O #10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. goo-=.---,-_-.. QTS` f moo 1" A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH •: M ACRYLIC W90 E ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". I CAULKATEX1 CL-- I-�- z. WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY i'1�;j1ACARYLIC f CL mm � •:.17,:',:, DISTANCE MIN 1/2". ANCHOR INSTALLATION , IITTEEXX .1., i r T I CAULK ap 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO f N ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD 1�. � e ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) X0.25" ) y / (4) #10X2-1/2" t�m<Z 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN � MAx (3 1ox2-1 2" WOOD W ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM OEADCHSENDS EACHEND S OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL_I I_ fir ; DATE: 4/26/17 MINIMUM EMBEDMENT OF 1-1/4". • I sr : N.T.S. 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO --- DW BY: SWS TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK • • ""-.e" ANCHOR INSTALLATION DWG-MA N0' 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. INTEGRAL WOOD INTEGRAL WW DWG-MA-x0195-17 MULLION (CHS) MULLION (CHS) SHEET 3 a 4 • uo ¢ co q� Z cn0 Poa rn(r) 1'INSULATED GLASS 1•INSULATED GLASS 0.124-HEAT STRENGTHENED DECORATIVE INSERT 0.124'HEAT STRENGTHENED— ■ DECORATIVE INSERT 0.090•SAWLE%(NOA 20-0622.01). �.�I�I (OPTIONAL) 0.090•SAFT.EX(NOA 20-0622.01) �I�1 (OPTIONAL) 0.124'HEAT STRENGTHENED �~•0124•TEMP 0.124'HEAT STRENGTHENED— .0124'TEMP .19-919 I� I L t I., 1/r SITE BUTYL.FOAM.OR METAL SPACER '` 1/2•BITE BUTYL.FOAM.OR METAL SPACER �.,_�/ I (� )I W DOW 995• I :4 DOW 995 DOW 995` -;'::'4".•:, DOW DOW 995 >'O _.: .; =FMB - IMMO UMW lkaERIN ...1j 14j TYPICAL GLAZING DETAIL. ALTERNATE GLAZING DETAIL IMPACT RATED GLASS IMPACT RATED GLASS Q i EREE 1-1/4'INSULATED GLASS 0 0.124•HEAT STRENGTHENED --INTERNAL MINIBUNDS Z . 1 N 0.090'SAFLEX(NOA 20-0622.01) __ .i'. I (OPTIONAL) 0.124'HEAT STRENGTHENED- -.0124•TEMP 0 H METAL SPACER ,''—�_'.W 1/2•WE W.4�� LA g 4` g • l0 2 DOW 996- t I C HOT MELT .� FOAM GLAZING TAPE Z 4 , ix ELASTOMER EXffema BflF8108 9- kkendre Wile N m\ ALTERNATE GLAZING DETAIL m town W1 IMPACT RATED GLASS ND ' ' 0114 /1/ i/. E` CUTB<= owe 4/26/17 WA►e N.T.S. DWG.•E SWS OTIC.9W DRAWING NO.: DWG-AtA-FLO195-17 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514012B 434.688-0609 Date: 10/10/2017 rilomas(a)iriomaspe.corn Test Report: N/A Product: Double Door with and without sidelites 12'x6'8"(composite frame) Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code 7th edition(2020). Anchor capacity in shear condition: Solid members w/6 w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (NOS 2018,TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fp= 80,000 psi Side member:PVC Main member: Spruce-Pine-Fir(6.0.42) Side member thickness: t,a 1.000 in Main member thickness: t.= 1.500 in Side member dowel bearing strength: F„= 10,000 psi Main member dowel bearing strength: Fa,= 3,350 psi Side member dowel bearing length: 4. 1.000 in Main member dowel bearing length: I",= 1.140 in Mode I. Mode I, Mode II Mode III. Mode III, Mode IV qm= 636.5 lbs/in qs= 1900 lbs/in A: 0.0005 A: 0.00066 A: 0.00092 A: 0.00105 P= 725.61 lbs P a 1900 lbs 9: 107 9: 0.57 9: 0.5 9: 0.000 Ko a 2.400 Ko= 2.400 C: -681.799 C: -253.623 C: -521.824 C. -93.6 Z.= 302 lbs Z.= 792 lbs P= 510 lbs Ms a 46.8 in-Ibs Mm= 46.8 in-lbs Ko= 2.400 P a 324 lbs P a 529 lbs P= 299 lbs Min Design value: Z= 125 lbs Zr 212 lbs Ko= 2.400 Ko a 2.400 Ko= 2.400 Duration Factor: Co a 1.6 Zr 135 lbs Zr 221 lbs Zr 125 lbs Allowable Design Value(ZC): Z'= 199'Wencher Fastener type: 1/4 ITW Tapcan Tabulated values N.O.A.164222.06 edge spac' (7n) Substrate: Hollow block distance_ 2.00 4.00 Minimum embedment: 125 in 2.00 _ 130 161 Actual edge distance: 2.50 in 4.00 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z. 155 lbs./anchor(per lnter}ektiw,when needed) Fastener type: *10 Self tapping screw (Calculations per 2015 Aluminum Design Manual,section J.5.5) Nominal screw diameter: D: 0.190 in Screw root area: Ar 0.0151 int Actual edge distance: de: 1.085 in Screw shear ultimate strength: F. 54.0 ksi Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: 6063-T5 aluminum Thickness: t, 1.000 in Thickness: t2 0.052 in Ultimate tensile strength: F,,,, 14 ksi Ultimate tensile strength: F,2 22 ksi Nominal strength per bearing(side member): Rn=2Dt,F,w Rn1 a 5320 lbs (Eq J.5-12) Nominal strength per bearing(main member): Rn=2Dt2F„s Rn2= 435 lbs (Eq J.5-12) Nominal strength per tilting:Rn a 4.2(t2'D)u2F,,,t Rn= 478 lbs (Eq J.5-13) Nominal screw shear strength:Rn=A,F.,/1.25 Rn a 654 lbs (Eq 3.5-14) Safety factor: n=3 Allowable shear and bearing capacity: P. I45 lbs/anchor Fastener type: #10 Self tapping screw (Calculations per AISI 5100-16 and RISC 2017) Nominal screw diameter: 0: 0.190 in Screw shear ultimate strength: F. 54.0 ksi Screw root area: A, 0.0151 int Per table 33.2 of 2010 Steel Construction Manual 14th Edition Side membri material: Vinyl PVC Main member material: Metal framing Thickness: t, 1.000 in Thickness: t2 0.C" '- Ultimate tensile strength: F,,, 14 ksi Ultimate tensile strength: Fa \\\�\ I' //�// Nominal strength per tilting:Rn=4.2(tt'D)V2F t Rn a 1001 lbs (Eq E4.3.1-1) \\\ S ¶ . L 0If / /// Nominal strength per bearing(side member): Rn a 2.7Dt,F,, Rn1 a 7182 lbs (Eq E4.3.1-2 and-4) \ J\ s • • a •'a7/ // Nominal strength gth per bearing(main member): Rn=2.7Dt2F„t Rn2= 1280 lbs (Eq E4.3.1-3 and-5) . \,, ••\Ci E N s • . Nominal screw shear strength:Rn=ArF./1.25 Rn= 654 lbs •• •. i G Safety factor: n= 3 *4 6. 51 • Allowable shear and bearing capacity: P. 218 lbs/anchor KLn ' - Miedweae anchor capacity: 145 lbs/anchor e . Cr z I'eTAT OF Note:Anchors with the Mast capacity is used for calculations to qualify anchors with higher capacity. i /'1• •�� frl ". .6F•• 4•OR\OP•\T-\.` ///p/ONAI EAG \ /�,///till)\\\\ Luis R. Lomas P.E. FL No.: 62514 1 of 4 9/2/2020 \\\\`\ 4( I 1 .��/// wa :It NI o 5• • • • • a•40/, . N. r`--�•z o•• .- LL nc.a = N _- ja C.Z- J� • 0 1-- iv. O� ce2.•,Nc: .c, " - / Gv \% vj• • �\\ ///' iipR ``\\//il ° rs gZ3a j 688 188888 mea a333 G "' rn .. 3 G To f� O� .r .. gct c. N 1 V .-. LLY V 1 6 N M Y •-• •t' I I 1 2 a < n O O — — ` gg — — * ozz 4o — zzzz $ iil n- 2 ` z8z 2 � 3 $ 333 c• _ . . . - - I t I ^� M N. n ^�, Y Oa0 m 1� N h h N P I N 1� �_ — •^ u 8 m c a — — in dl W a ' r N a E vi ^ '-'s R /� a E M <,-<< ig 4}-1-<* 6; I 4 I 1 I 1 a � . rce I* ) —( 1 1 * ) ti .2 F Z p -i i ' .:(->--1-<:i: 1y A 2>-1�1 o g ! y 8 1-b1d-.1 o c •-( -4I e ) a c CC E 3 ki Z›-I-<< o t a J '41 t 0$ �/ \-. Q V N L. Roberto Lomas P.E. 1432 Woodford Rd Manufacturer: Masonite Lewisville,NC 27023 Report#: 5140128 434688.0609 Date: 10/10/2017 rllomas{o�lrlomaspe.com Double door with sidelites -- 37.50 11R99 } 3949 97.90 F-19.75 TYP. 6.00 TYP. 6.00 TYP. — 19.19 TYP. 9.00 TYP. �- 60o I I I I I I I I I I I I I 1 { I I 19' MAIC O.C. 79.25 6.00 } I 1 I I I I i I I I I I I I I I 1 I I\\111111//0 .��OEN �•`r --- *:11_04/51 • *� o • TAT OF • s�%NALi��\\' Luis R. Lomas P.E. FL No.: 62514 3 of 4 9/2/2020 • L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NC 27023 Report#: 514012B 434•6M-0609 Date: 10/10/2017 rilomas(a)Irlomaspe.com installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D.METAL STRUCTURE:STEEL 18GA(.048')FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052"THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2'OR GREATER,BUCK SHALL BE SECURELY FASTENED TO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE.UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. %Oki 111/1// J\ R. L oll,iii • • 4çL:TF 'SFS•.1 O R IGP ft. %,� / 41 S'ONA1. Eco\\ ///1111110" Luis R. Lomas P.E. FL No.:62514 4 of 4 9/2/2020 URNERT 2428 Old Natchez Trace Trail Camden,TN 38320 ENGINEERING& CONSULTING, INC. Ph.941-380-1574 FBPE C.O.A.#29779 Evaluation Report PGW029-D November 17,2020 Product Description: Series 4712FL/4712F/4812F Thermally Broken Aluminum Single Hung Manufacturer: Ply Gem Windows,433 N. Main St.,Rocky Mount,VA Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 7th Edition(2020)Florida Building Code outside the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 2428 Old Natchez Trc. Trl.,Camden TN 2) Installation drawing PGW029-D,signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-110-13259/13262/13264/13431-1,from National Certified Testing Laboratories,with testing performed with equivalency to: AAMA/WDMA/CSA 101/1.S.2/A440-05/17 4) Supplemental Calculations to support PGW029-D,signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to installation drawing PGW029-D. Limitations of Use: This product: • May be used in the configurations and product sizes as indicated in PGW029-D • Is non-impact and requires the use of impact protective devices in windborne debris regions • May not be used in the High Velocity Hurricane Zone • Requires aluminum extrusion framing as indicated in test report listed above. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Ply Gem Windows or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a fmancial interest in any other entity involved in the testing or approval process of this product. Lucas Turner ?* No. 58201 \It2020.11.17 ...-..a'o _ =xi * WE 11/17/2020 11:28:40 — Lucas A.Turner,P.E. -06'00' STABOF : FL PE#58201 PLY GEM WINDOWS 4712/4812 SINGLE-HUNG (NON-IMPACT) � Y !!... 433 N.MAIN ST.,PO BO%559, ROCKY MOUNT.VA 24151 PH,540-484-6348 SIZE CHART F% 540-484-6683 NOTES: OVERALL SIZEs m o a PRODUCT MAX. DESIGN MISSILEMPACT o cv . M I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE PRODUCT RATING PRESSURE RATING FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS WIDTH HEIGHT r f s = DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER m _I J J STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN. 4712FL 48' 83.93' H-LC50 +50/-60 PSF 2. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE 53" 72' H-R50 +50/-60 PSF = _i OF APPROVED IMPACT PROTECTIVE DEVICES (SHUTTERS). 3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED 53" 72' H-R50 +50/-60 PSF 5 z i 0 IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE I ACCORDING TO 4712E NON IMPACT u -I o 48' 83.93' H-LC50 +50/ 60 PSF Z a ti SUBSTRATE TYPE. A MINIMUM CENTER-TO-CENTER SPACING OF 3" SHALL BE MAINTAINED 48" 84' H-LC50 +50/ 60 PSF w w H tu x - BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION. 4812F .e 18 a' w 4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR 48' 96' H-LC30 +30/-30 PSF a I o = di w MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-1/2" THICK, EMBEDMENT SHALL BE ,' i > 0 w o BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD BUCKS WITH 1 u w a 1- t- w z 0 0 MASONRY ARE OPTIONAL. TABLE OF CONTENTS N N 'IL' - 5. WOOD, METAL, OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS, SHALL i LL S R 2 BE PROPERLY DESIGNED AND INSTALLED BY OTHERS TO TRANSFER SUPERIMPOSED LOADS SHEET SHEET DESCRIPTION w a TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVED THESE LOADS SHALL I GENERAL 81NSTALLATION NOTES JZ a m ,, o BE VERIFIED BY THE CONTRACTOR OR AUTHORITY HAVING JURISDICTION (AHJ). 2 ELEVATIONS 8 ANCHOR LAYOUTS Lucas Turner 6. IT IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED 3 4712FL VERTICAL 8 HORIZONTAL SECTIONSw -`m (V m `�y BY THE AHJ TO SELECT PLY GEM PRODUCTS TO MEET ALL APPLICABLE LOCAL LAWS, 2020.11.17 a n Z Y N i 4 6712F VERTICAL 8 HORIZONTAL SECTIONS 10:53:31 o... o u BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR EACH 5 4812E VERTICAL,HORIZONTAL SECTIONS 8 GLAZING DETAILS INSTALLATION. 06 00 7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16" EXIST BETWEEN OPENING AND TABLE I:INSTALLATION FASTENERS TABLE N\.\1..----..,,�01tp1,lTlu,,,,, FRAME. MAX. SHIM STACK IS 1/4". SHIMS SHALL BE LOAD-BEARING AND CAPABLE OF MIN EDGE J '�P TRANSFERRING LOADS TO THE SUBSTRATE. ID SUBSTRATE TYPE ANCHOR TYPE MIN.EMBED. DISTANCE �: `cIlls ' 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF FIN INSTALLATION i1 No.88201 dig- THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS USING ASTM E 2112 A 2X MIN. SOUTHERN PINE WOOD BD COMMON NAIL(0.131'MIN.) 2-1/2' 3/8' F. ZitZ (G=0.55) OR 0.131'MIN. ROOFING NAIL WAVE Of AND IS NOT ADDRESSED BY THIS DOCUMENT. 2X MIN. SPRUCE-PINE-FIR WOOD ' 3/8" '10110* 9. INSTALLED GLAZING SHALL COMPLY WITH ASTM E 1300. (G=0.55) ''i,,,i/�� Pf1111`1113````\` 10. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF C 16 GAUGE(0.060')STEEL 36 KSI MIN. #10-16 SELF-DRILLING SCREW FULL.PLUS 3 3/8' PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY YIELD OR I/B'ALUM. 6063-T5 MIN. (TEKS/DRIL-FLEX/KWIK-FLEX) THREADS MIN. FRAME INSTALLATION 11/13/2020 DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT LUCAS A. TURNER, P.E. REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. o CONCRETE(2 KSI MIN.) 3n6 ITW TAPCON 1.1/2 I-I/8' Ft PE d 58201 HOLLOW OR GROUT-FILLED CMU TURNER ENGINEERING & II. A WIND LOAD DURATION FACTOR CD = 1.6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS E (117 PCF MIN.) 3/16'ITW TAPCON I' 2' CONSULTING, INC. ONLY. (CoA # 29779) F 2%MIN. SOUTHERN PIPE WOOD 3/16'ITW TAPCON 1-3/B' 7/8' 2428 OLD NATCHEZ TRACE 12. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL CERTIFIED (G=0.55) TRAIL, CAMDEN, TN 38320 TESTING LABORATORIES 110-13259-1, 110-13262-1, 110-13264-I & 110-13431-I. s 2%MIN. SOUTHERN PINE WOOD #10 WOOD SCREW 1-3/8' 7/8• PH. 941-380-1574 (G=0.55) FL#: 13. DESIGNATION "X' IS FOR OPERABLE PANEL AND '0' IS FOR FIXED PANEL. 14. USE A BACKER ROD ON ALL JOINTS >3/4" DEEP AND/OR WIDER THAN I/4'. FINISHED H 16 GAUGE(0.060')STEEL 36 KSI MIN. k10-16 SELF-DRILLING SCREW FULL.PLUS S 1/2' 14039 YIELD OR I/8'ALUM. 6063-T5 MIN. (TEKS/DRIL-FLEX/KWIK-FLEX) THREADS MIN. CAULK JOINT SHOULD BE A MINIMUM OF 3/8" DEEP. NOTE ALL SCREWS AND TAPCONS SHALL HAVE MOD. TRUSS,PAN,OR HEX WASHER HEAD,0.42' DWG#: MIN. HEAD OR WASHER DIAMETER FOR FIN ANCHORS,0.355'MIN. HEAD OR WASHER DIAMETER PG W029 FOR FRAME ANCHORS. ALL NAILS SHALL HAVE FULL ROUND HEAD(OR USE CAPS/WASHERS),0.42' MIN. HEAD OR WASHER DIAMETER. SHEET: I OF 5 MAX. FRAME WIDTH C PlyGem' - SEE SIZE CHART, •ar0ra08r0r.011r SHEET I 433 N.MAIN ST.,PO BOX 559, ROCKY MOUNT,VA 24151 AMA;&IBAPM:540-484-6348 `©v© FX:540-484-6683 _1 P p W m N '� F N N n rl Q G O O E S S S vv "0"• 3-m N J J s 0 MAX.FRAME HEIGHT J �.. SEE SIZE CHART, g z 1- m SHEET I `©� 0�© W = 0 v Z a U _ Z 2 V, Mar z_ZN N .il aJ = J FL O n W 4 Z> Z I- - S , NWN 6 J Nm ^ 4vv ILI> ~ W Q O 1 0 ~ f- 4.v _ O F- I-, oo a aELEVATION w LL 4 a > > -J 9'MAX. F Z a m `u a 4'MAX D.C. SPACING 12"MAX. w o`• m >' w FROM CORNER 4.MAX O.C. SPACING -c. n 3 2 Y . z 1 FROM CORNER r 03 r, v In . I I 1 1,i 2. ���'1�1g111111/ff 9•MAX. ( v i`,\ O.C. SPACING Ir011 to �; No.58201 \f: } F. All lin "10,00 O.C.SPACING -4 rr v II — 1411111110 11/13/2020 /� rr x rr LUCAS A. TURNER, P.E. /� FL PE # 58201 TURNER ENGINEERING & 4'MAX CONSULTING, INC. FROM CORNER / 1 . 4'MAX. (GOA # 29779) LD NATCHEZ TRACE I ) ) ( ) I FROM CORNER TRAI,OCAMDEN, TN 38320 PH. 941-380-1574 FLANGE ANCHOR FL . FIN ANCHOR LAYOUT 14039 LAYOUT DWG*: PGW029 SHEET: 2 OF 5 MIN. EMBED. - lyGem• F SEE TABLE I,SHEET I A«r,.ro,...r11444rmr INSTALLATION ANCHOR MIN. EDGE DIST. 433 N.MAIN ST..Po BOX 559. SEE TABLE I.SHEET I SEE TABLE I,SHEET I 1/4•MAX ROCKY MOUNT,VA 24151 SUBSTRATE 7„':'• , r".— SHIM SPACE INTERIOR BY OTHERS PH:540-484-6643 FX:540-484-6683 W 4 a0 P N SUBSTRATE INSTALLATION ANCHOR 1- 6 N n BY OTHERS MIN.EMBED. SEE TABLE I,SHEET I I o o.o o n SEE TABLE I,SHEET ISEE N I 1 - _, �� DETAILAZING ' m H E _ _ h1111,m, r ,, (I ' \ MIN. EDGE DIST. ` / tx SEE TABLE I,SHEET I I • - r 7 z 4 PERIMETER SILICONE CAULK I/4'MAX. j I g o Z LL SEE NOTES 14,SHEET I ) . . . . . . . . . SHIM SPACE EXTERIOR a \ ZH U - Z N SEE GLAZING PERIMETER SILICONE CAULK _I u C a ; w EXTERIOR DETAIL I `IVINTERIOR SEE NOTES 14,SHEET I N 4 N z m W .--o r > H w a o 3 VERTICAL SECTION T HORIZONTAL SECTION N w w o , 3 = 2 w w JAMB „�, 0 1- HEAD 4712 RANGE R. a m ca a e 4712 FLANGE w > > I- Z < m u o ` ` MIN, EDGE DIST. u � m N m w ti SEE TABLE I,SHEET I o n 3 F i • u Z m 0 c.) 0 INTERIOR SEE GLAZING SHIM SPACE .;: SUBSTRATE DETAIL 1 BY OTHERS EXTERIOR 1� I INTERIOR INSTALLATION ANCHOR J```�0���: `..,R�!� / SEE TABLE I,SHEET I ,cm■ �* No.58201 * I SEE GLAZING :I =7 �_ 1� DETAIL I1............;,,,,,... -i• �� '.. --STA* I/4'MAX. MIN. EMBED. D1AT[d PERIMETER SILICONE CAULK SHIM SPACESEE TABLE I,SHEET I �C1110� �.`� SEE NOTES 14,SHEET I .S� --- , IL_� l'..,‘,��////11NAyI,e' \ a 11/13/2020 I ..III)`\`.'� LUCAS A. TURNER, P.E. I ......... ”'_ FL PEN 58201 EXTERIOR TURNER ENGINEERING & CONSULTING, INC. SUBSTRATE (COA# 29779) PERIMETER SILICONE CAULK 2428 OLD CAMDEN, TN 38320 BY OTHERS SEE NOTES 14,SHEET I PH. 941-380-1574 E3 SILLJAMB VERTICAL SECTION c), HORIZONTAL SECTION FLR: 14039 4712 FLANGE 4712 FLANGE DWG*: PGW029 SHEET: 3 OF 5 f..PlyGenr 0113e=rug sc_ MIN. EDGE DIST. .�w...a�mrr0wr MIN.EMBED. _ SEE TABLE I,SHEET I SEE TABLE I,SHEET 1 INSTALLATION ANCHOR 433 N.MAIN$T..PO BOK 559, SEE TABLE I,SHEET I ROCKY MOUNT,VA 24151 PH:540-484-6348 SUBSTRATE U4'MAX. OK:540-484-8683 BY OTHERS SUBSTRATE .' SHIM SPACE a m o BY OTHERS R`lg w _ H PERIMETER SILICONE CAULK • • • J Q N ry n o SEE NOTES 14,SHEET Iihb, \`��' o`/ + INSTALLATION ANCHOR , INTERIOR o 0�' `� SEE TABLE I,SHEET I = = x z x w co›- y Z E _ it MIN.EDGE DIST. ` II SEE GLAZING m ( 1/4'MAX. I SEE TABLE I.SHEET I DETAIL 1 y J / SHIM SPACE MIN. EMBED. ` I / — ! SEE TABLE I,SHEET I , �j �_� z 0 m IOW w z SEE GLAZING-Z1 - `� a o DETAIL I .,..._' o N _ = N EXTERIOR INTERIOR Ill m� / EXTERIOR y N o A Ill m w IR N Z 10 - N m K VERTICAL SECTION CC F PERIMETER SILICONE CAULK `*N w = 0 0 (!) HEAD SEE NOTES 14.SHEET I =4 n w a a 4712 FIN o 0a a ICHORIZONTAL SECTION la.,4JAMB ' za m u o 4712 FIN z 4120) 1-o m o m liiQ H SEE GLAZING om ; E i yz DETAIL I _ Ilk INTERIOR ``���IIIT�//, EXTERIOR ..I `�J s.y��M�� � `* No.58201\* if I/4'MAX. I,._' E�7 . #*7 K= SHIM SPACE 1 Milk_ .1-- 'ral l r !TATE Or -_:.�.� _ i !— INTERIOR . �...NIL ___`�A EXTERIOR % '/ ►\`\`````: PERIMETER SILICONE CAULK II �„"1 �_',IIJJJlll zSEE NOTES 14.SHEET I I(� MIN. EDGE DIST.SEE TABLE t,SHEET I 11/13/2020 LUCAS A. TURNER, P.E. SUBSTRATE FL PE # 58201 BY OTHERS TURNER ENGINEERING & MIN.EMBED. CONSULTING, INC. SEE TABLE I,SHEET I (GOA � 29779) INSTALLATION ANCHOR 2428 OLD NATCHEZ TRACE SEE TABLE I,SHEET I 04 TRAIL, CAMDEN, TN 38320 H VERTICAL SECTION H. -380-1574 MEETING RAIL FL+F: E VERTICAL SECTION 14039 DWGP*: 941 4 4712IFIN PGW029 SHEET: OF 5 9 PlyGem• MIN. EMBED. MIN.EDGE DIST. • +e_��� SEE TABLE I,SHEET I -' SEE SEE TABLE I.SHEET I INSTALLATION ANCHOR 433 N.MAIN ST..PO BOX 559. SEE TABLE I,SHEET 1 ROCKY MOUNT,VA 24151 ;Z•:•1;;;';,, 1/4'MAX. Ph 540-484-6348 SUBSTRATE `, SHIM SPACE FX:560-484-E6l3 SUBSTRATE BY OTHERS a m o N BY OTHERS PERIMETER ' INTERIOR J o o m a INSTALLATION ANCHOR SILICONE CAULK �'! �- a o _ SEE NOTES 14,SHEET I z co 0E xx R• `',jrt I SEE TABLE I,SHEET 1 `t o n o In x ,'I SEE GLAZING g LMIN.EDGE DIST. MIN.EMBED. / - DETAIL I m 1/4'MAX. j SEE TABLE I,SHEET I SEE TABLE I,SHEET I `,if J C JJ� N Q / SHIM SPACE =e_ III;I o Z 1- u M u z f d SEE GLAZING) u�' - w EXTERIOR INTERIOR o DETAIL I .•.•• EXTERIOR g E _ gz .. 5 ' W W x 3/4'O.A. INSULATED GLASS w J ~ 1 J� � Q ; W VERTICAL SECTION 1 I EXTERIORN S N m O PERIMETER SILICONE CAULK6 5 HEAD INTERIOR DOW 1199 SEE NOTES 14,SHEET I cc -.o ¢ = o '- o 4812 FIN SILICONE L HORIZONTAL SECTION H 0 Z w W Ot," o o_ / • ti 8 u G d a I 5 JAMB LL a > 4812 FIN J z m 1 • / F~-- Z < m u o __ o`T Y W 1-11,1_ IW m y m W MIN. EDGE DIST. y Z I/2'MIN.GLASS 1'� Q n Z r BITE ` J SEE TABLE I,SHEET I o m 0 U rn SEE GLAZING DETAIL GLAZING DETAIL 1 1/4'MAX. 85 ?::w_,.r.; `.01111111/ii v' SHIM SPACE '^` ""' %�� cIgATW�,��// NOTE: \ SUBSTRATE `�� �,� 4y?4,„ GLASS THICKNESS AND TYPE SHALL , BY OTHERS o .01 EXTERIOR ' INTERIOR COMPLY WITH ASTM E 1300 GLASS ,� �; No.58201\R? ■ CHART REQUIREMENTS I INSTALLATION ANCHOR y 8t_ INTERIOR III =A *-- �W= SEE TABLE I,SHEET I I/4'MAX. VAT!OF B 1pwp� SHIM SPACE SEE GLAZING I,�� '-...IIIIIIIIAI`‘‘��\`\`\`` �- DETAIL I II n SIN. EMBED. ��� —+ jr,) SEE TABLE I,SHEET I 1!::;:;:= ���;� ____- _,'_ 11/13/2020 SEE NOTES 14,SHEET 1 I`� ` MIN. EDGE DIST. ___r�� FE PEG 58201 'j +� t,. LUCAS A. TURNER, P.E. I mow\ { PERIMETER SILICONE CAULK TURNER ENGINEERING & SEE TABLE I,SHEET I • i� CONSULTING, INC. (COA R 29779) Miry.EMBED. `SUBSTRATE 2428 OW NATCHEZ TRACE T SEE TABLE I.SHEET I BY OTHERS �PHCAMDEN,. 941TN 38320 05 EXTERIOR FLR: INSTALLATION ANCHOR PERIMETER SILICONE CAULK 1 4039 SEE TABLE I.SHEET 1 SEE NOTES 14,SHEET I II VERTICAL SECTION DW SILL HORIZONTAL SECTION GW029 5 4812 FIN 5P: 01112 JAMB SHEET: 5 OF 5