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487 Royal Palms Dr RES21-0205 Windows Revision ALL Revision Request/Correction to Comments **HIGHLI HIED I ON rHIGHLIGHTED IN i , City of Atlantic Beach Building Department GRAY IS REQUIRED. .tom:,, it ' 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:12C-S2-1 --02DS TiRevision to Issued Permit OR El Corrections to Comments Date: 6>12gI2I Project Address: `.ft T 89,344 ?t.tln , yr tVe. . A' (irrh`C, &a� 1 Pi- 32-2.3 Contractor/Contact Name: )„tiAtlyet 1 Lovii . '' /1tnv 'v� I C Q�`'twt rContact Phone: 'C � 71 Email: Yn (4irnip ?/'1 (�Dlid. cy Description of Proposed Revision/Corrections: 1100(f. .616i litfric i/ NY 51%d,v6 Wi/l-01 11Gt/t/ . 1 /Att.c.'t.rLl'n (4170./Y affirm the revision/correction to comments is inclusive o rpn-p�d RE C (printed name)fEi • W. proposed revision/corrections add additional square footage to original submittal? JUN 2 5 2021 No Yes (additional s.f.to be added: ) BY: • ill proposed revision/corrections add additional increase in building value to original submittal? LiNo Q*Yes (additional increase in building . .e:$ f D 10017 ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: / , al4g (O' ice 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 { ' 1 .- a J A r • . o • • . • . . • . , . . • . , •. (41 7 "I • 3 v 1.7.....1 d',..,'", 3 , • , ___.Yr; "; `�‘ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD )V ATLANTIC BEACH, FL 32233 � (904) 247-5800 JF3l9fr BUILDING REVIEW COMMENTS Date: 6/23/2021 Permit#: RES21-0205 Site Address: 487 ROYAL PALMS DR Review Status: Denied RE#: 171484 0000 Applicant: LAMAR RESIDENTIAL CONSTRUCTION LLC Property Owner: AMANNA SERVICES LLC Email: MLAMAR217@ICLOUD.COM Email: MLAMAR217@ICLOUD.COM Phone: 4047359773 Phone: 4047359773 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Please resubmit the product approval information on the Building Department's product approval information sheets including filling out and signing the last page. Mention of this form is on the permit application when there are multiple products used. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left '`; PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA(*REQUIRED) *Project Address: 41 4101.4 {ilinic (1r}V(. Permit#: 1Ai ' ' I` *Owner/Project Name: 1V hAk (/� 1dt, As required by Florida Statute 553.842 and Florida Administrative Code Rule 61G20-3,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# _ Local# A.EXTERIOR DOORS 1.Swinging �/ �� y_______ r 2, 2� �y 2.Sliding A flet 55411 J�)dl r We!'5//K�' Pr..'7)11/• 1 3.Sectional 4.Garage Roll-Up 5.Automatic 6.Other B.WINDOWS 1.Single hung QQykv-ycgrice_ 7144.1 FL-l'i a?Z vtivti u 7 51'5 ce R.7'271197. 1, -irrsoo, t 4. j zaKbci Rumal55ance_ 140y114r^r+ni State—- PL-31114.( }-i 4.Double hung yiiitr 5.Fixed 6.Awning 7.Pass-through 8.Projected 9.Mullion 10.Wind breaker 11.Dual action 12.Other Page 1 of 4 Updated 06/21/21 • ..9 ••-• • '• •• r, ,„ • w , • • • • • ' • t. ".` • ' • f '4" 7 • • • .• 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 available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge.I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. *ContractorklikrL�1 o / /Name(Pririntt Narme: *Contractor Signature: *Company Name: 144/aW Isidfn7,r I (i. '1°1'7 .� L *Mailing Address: /01-/ *City: AttititI /L.// &'t2 *State: ft, *Zip Code:'32!/3f' 9 *Telephone Number: E-mail IMP/35/517�J�j�2 *E-mail Address: 1/�,04 /144"-P—t 7c' / 28 • 6041 Cell Phone Number: '! Dtt�T 1 j J Fax Number: Page 4 of 4 Updated 06/21/21 RENAISSANCE WINDOWS AND DOORS - SERIES 9500 VINYL SLIDING GLASS DOOR - XX, OX, XO THROUGH-FRAME INSTALLATION ANCHORAGE DETAILS O• o til GENERAL NOTES: INSTALLATION NOTES: 0 1.THIS PRODUCT HAS BEEN TESTED,EVALUATED AND DESIGNED TO THE DESIGN PRESSURE(S)STATED HEREIN 1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT EVALUATION d IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE DOCUMENT ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED 1.1. PERFORMANCE STANDARDS USING IN TESTING- TO STUCCO,FOAM,BRICK VENEER AND SIDING. 1.1.1. AAMANVDMA/CSA 101/I.S.2/A440-08 1.1.2 AAMANVDMA/CSA 101/I S 2/A440-11 2. SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR,AND/OR MANUFACTURERS ANCHOR SPECIFICATIONS,INCLUDING MINIMUM NOMINAL SIZE.MINIMUM EMBEDMENT INTO H 2 THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO SUBSTRATE AND MINIMUM EDGE DISTANCES. 0 Z C9930.17-550-14(XO)AND C9930.18-550-14(XX)AND ASSOCIATED LABORATORY DRAWINGS BY 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE OF STRUCTURAL > . 1 rn INTERTEK/ARCHITECTURAL TESTING INC. SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION PRODUCT. x0 O a g 2.2 MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WIND FORCE RESISTING SYSTEM 3 THIS PRODUCT EVALUATION DOCUMENT IS NOT FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ). SUBSTRATE 0 p i l' K 4 ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING FRAMING SUBSTRATES AS 3. SEE SHEETS 5 THROUGH 8 FOR SPECIFIC ANCHOR INSTALLATION DETAILS < J 8 g A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT '00 <, LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR 4.TWO(2)INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN ON SHEETS 3 AND 4. O W^a 0 REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF <aQ.o CO < vi INSTALLATION. 5.ANCHOR QUANTITIES AND SPACING/EMBEDMENT AND EDGE DISTANCE -'LL m¢ Z iK 5.1. THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE(ED)AND THE Z-0 Z i LL 55 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO MAXIMUM ON CENTER(O C.)SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH ELEVATIONS ON O Z THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL SHEETS 3 AND 4 p O Tt ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE 5.2. END DISTANCES AND 0 C.SPACINGS LESS THAN THAT SHOWN IN THE ELEVATIONS ON SHEETS 3 AND 4 ARE �;g PROJECT OF INSTALLATION. ACCEPTABLE UU CO g 4_ - 5.3. FOR DOOR SIZES SMALLER THAN THOSE SHOWN,ANCHOR QUANTITIES CAN BE REDUCED WHILE "Z_U�"Q 6 WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THIS MAINTAINING EDGE DISTANCE AND 0 C SPACING REQUIREMENTS a < m I„ PRODUCT REQUIRES OPENING PROTECTION IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA 5.4, ANCHOR QUANTITIES AND SPACINGS SHOWN ARE BASED ON THE LOWER OF ANCHOR SPACING USED IN -¢¢6 5 Z a BUILDING CODE USING AN APPROVED IMPACT PROTECTION DEVICE TESTING OR REQUIRED BY LOADING AT DESIGN PRESSURE Z el vi 5.5. SEE EMBEDMENT AND EDGE DISTANCE DESCRIPTION ON SHEET 2 °' 7 SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ig o~ ,s%=K. ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED 6 MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. • y BY THE AUTHORITY HAVING JURISDICTION. SHIM(S)SHALL BE CONSTRUCTED OF WOOD COMPOSITE,HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING �my MATERIAL. "'>.� 8.MATERIALS I , 8.1 DOOR FRAME MATERIAL VINYL(PVC). 7. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. • O 8.2 REINFORCEMENT EXTRUSIONS.6063-T5 ALUMINUM. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION 9 GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04E01. INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 10 DESIGNATION"O"STANDS FOR FIXED PANEL AND"X"STANDS FOR OPERABLE PANEL. 11 INTERIOR AND EXTERIOR FINISHING AND SEALING ARE FOR ILLUSTRATIVE PURPOSES ONLY.THESE DRAWINGS CERTIFY THE DOOR INSTALLATION ONLY WATER PROOFING OF THE INSTALLED DOOR IS NOT PART OF THIS INSTALLATION CERTIFICATION THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER TABLE OF CONTENTS AND/OR THE INSTALLER. , SHEET SHEET DESCRIPTION Rawl J.Amoroso.P.E. 1 GENERAL NOTES,INSTALLATION NOTES,TABLE OF CONTENTS FIooldo P.E.No 49752 2 ANCHOR SCHEDULE-EMBEDMENT AND EDGE DISTANCE 3 96"x 96"XX SGD ELEVATION 8 ANCHORING LAYOUT Digitally 4 96"x 96"XO OR OX SGD ELEVATION 8 ANCHORING LAYOUT 0.'="'o;. signed by PERFORMANCE RATING % A"x #. Robert J .440.^[4.4..91 GLAZING DETAIL 5 XX VERTICAL CROSS SECTIONS j'...:.-'s-s° MAXIMUM DOOR SIZE DESIGN PRESSURE(PSF) IMPACT RATING ' No Woo io? Amoroso (SEE SHEET 9) 6 XX HORIZONTAL CROSS SECTIONS :n.' F�l(}�'�` _or � `Date: 7 XO OR OX VERTICAL CROSS SECTIONS r'''o«.o.t.�`'s 2019.12.1 O 96"x96"XO OR OX A +/-50 %4 s'oM}�Na�,o SEE GNENERAL E. 8 XO OR OX HORIZONTAL CROSS SECTIONS ��'"''"' 11:14:45 96"x96"XX A +/-50 NOTE 6. 9 GLAZING DETAIL AND GLAZING NOTES/BILL OR MATERIALS -05'00' INSTALLATION ANCHOR SCHEDULE pp MIN.SPACING(IN) o 0 INSTALLATION FASTENER HEAD FASTENER MANUFACTURER AND/OR MIN. MIN.EDGE BETWEEN FRAME of TYPE SECTION VIEW TYPE SIZE SUBSTRATE SPECIFICATION EMBEDMENT DISTANCE(IN) ANCHORS ANCHOR CAPACITIES BASED ON v (IN) (SEE NOTE 3) o U CONCRETE ITW TAPCONS(1) 1 1-1/8 3 MIN.2000 PSI CONCRETE W - _ O HEX HEAD 3/16" STRENGTH CONFORMANCE TO C MASONRY d. ITW TAPCONS(1) 1 2 3 ASTM C-90,MEDIUM WEIGHT (BLOCK/CMU) THROUGH SECTIONS (DENSITV>117 PCF) - FRAME ANCHOR ATHRU G ANSI B18.6,1 (WOOD SCREW)(2) (SHEETS 5 TO 8) PAN HEAD GRADE 2 EQUIVALENT (SHOWN ON No 10 WOOD (SHOWN ON SHEETS 5 TO 8WOOD WITH A MINIMUM OXU rn °' s 1-31'0 3/4 2 1/2 g SPECIFIC GRAVITY OF 0.42. x Z o SHEETS 5 TO 8) O ASME 818.6.4(TAPPING SCREW)(2) I -Y N GRADE 2 EQUIVALENT N, S i - NOTES: 0> NJ 3 x°D w m 1)WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION,THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE. OZ¢N oe 3 r/) rh 2)FOR WOOD SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPLITTING IS A CONCERN,DRILL 0.112"PILOT HOLE(DRILL SIZE 34).FOR TAPPING SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPLITTING ISA N, g LL 6 ZLL, m F CONCERN,DRILL 0.121"PILOT HOLE(DRILL SIZE 31). Z w w Z w 3)TWO(2)ANCHORS PER LOCATION ALLOWED TO HAVE 2.45"SEPARATION.3"SPACING IS BETWEEN ANCHOR LOCATIONS SHOWN IN ELEVATION. O z w . -9 w wG o u, 2 w N ZF-0z5 ^p 2.45'(+/-1/4') ANCHOR y Z'z a $e SEPARATION N o fl, FRAME ANCHORAGE o,I MINIMUM EMBEDMENT MSEEUANCHORESCHEDULEE - CC � a. ON SHEET 2. MINIMUJM EDGE DISTANCE. w O ,� AND EDGE DISTANCE SEE oN SOHEET H2EDULE z gqf R.3 THROUGH-FRAME INSTALLATION a E OPERABLE AND FIXED DOOR PANELS (OPERABEL HEAD PANEL SHOWN) :..j � j MINIMUM EMBEDMENT, � / SEE ANCHOR T 2. LICE �/" / A. ON SHEET 2. I_ It ir y� ill LI� 911.1 Robert J Amoruso.P E Ronde P E.No.49752 Digitally EXTERIOR INTERIOR signed by lull, 1 ,a 7;;Z`zw, .,P:•.E'h;••.C'1 Robert J t ' Ne'".: 10t Amoruso lia E.i.l „0, :'mss Date: '"`O"isg 2019.12.10 11:14:45 -05'00' - 96,0' FRAME WIDTH � o 12,0' 8,0' 8.0' 12.0' - ° - 12,0' -- 12,0' --- 12,0' 12,0' w E o i, 4,0' -- — — 4.0' a - B C 5 5 / 4, ' 1 o m 12,0' X E d 1210' Qce 4 � a n X 0 _z zN ea _ __ 0 0 12,0' 8owz° g � 0 zF �yz gei ZL7. Uµ1 Y�> >��" Li = — X X —,..._ 810 ,sX ce ox U a - 8,0' z�- . Q , _ i ' E � I U� ate °, oii 12.0' 11 $ oN inI 12.0' I I 12.0' — - l � Hobert J Arroruso.P E l 1 , \ Florida P E.No.49752 631 4.0' \ 5 Digitally --- 41,25' D.L.D. WIDTH -- INSTALLATION ANCHORS �p"iiii:c , signed by (SEE SHEET 2 FOR REQUIREMENTS. A ��EwsP s Roberti --- 48.375' PANEL WIDTH a'' �o,,,� "�� SEE SHEET 5 & 6 FOR SECTIONS) s Amoruso SERIES 9500 VINYL XX SLIDING GLASS DOOR _,Kr--9F %4,� Date: ,..1;.. ,?. ;c,v. 2019.12.10 e44C70NiLE�d`� EXTERIOR VIEW(96"X 96" NOMINAL SILE SHOWN) """' 11:14:45 -05'00' e 96.0' FRAME WIDTH 12.0' 8.0 8.0' 12.0' - m - • 12.0' F- 12.0' --- 4t o 12 0' ... i12,0' — w C /,_ 4.0' 4.0' a B a ..„ L,J c, 12,0' °s m co I oo: a 5 ag a 121,0' a�i �■ 0 I z e / e 1 e / 12.0' E 1_ ;.-'AZFg LL i z¢F Q W L J 1.1 I I i g,5�—y� 1.4 = 2 ..-� w�Oc7�w _ L.., _J w 0 X 8.0' c Y - LJ �_r z x a O Q' L 8.0' §,o a °� 12,0' i t ,,, crs In co I 12.0' I 12.0' r1,Ii \ Robert J Amoruso.P E Florida P E.No 49752 O \`�\ e 4.0' 7 7 INSTALLATION ANCHORS Digitally 41.25' D.L.O. WIDTH -�- _,. signed by (SEE SHEET 2 FOR REQUIREMENTS. .�"'"s+ -- 48.375' PANEL WIDTH P4 eN 14 Robert i SEE SHEET 7 & 8 FOR SECTIONS) ". °"� \'� Amoruso SERIES 9500 VINYL OX SLIDING GLASS DOOR 'l: or !'z'Date: V,qi°ry„^ ,,,. 2019.12.10 EXTERIOR VIEW(96” X 96" NOMINAL SIZE SHOWN) 11:14:45 OX SHOWN (XO OPPOSITE HAND AND APPROVED) -05'00' XX VERTICAL CROSS SECTIONS THROUGH-FRAME INSTALLATION 0 j %// / NCH RATE VARIES. SEE j / NCH R S VARIES. SEE ..•j j i ANCHOR SCHEDULE ON ... / % ANCHOR SCHEDULE ON U EXTERIOR FINIS SHEET 2 FOR / SHEET 2 FOR w BY OTHERS / . ...... /i /i ./� .i REQUIREMENTS. EXTERBYROTHERS /i /:%/ wE REQUIREMENTS. d o i PERIMETE- .........4( L Oy' 1 PERIMETE- h177aJ y00rr,� SEALANTBY EBY II VLJ II SEERS u� +� `,JOtwv "� - (' IJ EALANT BETWEEN FRAME �J I iii 0 EALANT BETWEEN FRAME Q , AND SUBSTRATE BY OTHERS 0 ___ AND SUBSTRATE BY OTHERS x 0' 1 Qi ?C O 1P. 1 m NSTALLATION ANCHOR. SEE ANCHOR _ m 0 1 1 NSTALlATTON ANCHOR. SEE ANCHOR 0 ?g SCHEDULE ON SHEET 2 FOR SCHEDULE ON SHEET 2 FOR rn EXTERIOR © (� � C REQUIREMENTS INCLUDING SIZE, It REQUIREMENTS INCLUDING SIZE, y •• N S r _�) TYPE, EMBEDMENT AND EDGE EXTERIOR T '4 TYPE, EMBEDMENT AND EDGE a Z b TO ri DISTANCE. QJ I�' DISTANCE. oa. F INTERIOR 0 VI ( INTERIOR a a M w < ' 1 aJLD2i z x B HEAD CROSS SECTION CROSS SECTION z F ^o- ' O T1-'ROUGH-FRAME INSTALLATION OHEAD THROUGH-FRAME INSTALLATION W C a OPERABLE DOOR PANEL OPERABLE DOOR PANEL i 05 @ U :' a U Z� g a EXTERIOR 0 INTERIOR EXTERIOR 0^�'' — 1 INTERIOR 012X ��LI, INSTALLATION ANCHOR. SEE ANCHOR Q' l —4 • Mi. -�! SCHEDULE ON SHEET 2 FOR ,.' kiii )- 1REQUIREMENTS INCLUDING SIZE, s I. i��i j TYPE, EMBEDMENT AND EDGE c' lifl:iI IS i'l C' t ' Th. SEALANT BETWEEN FRAME Q i . . Q -j .ii r SEALANT BETWEEN FRAME Q �� IL +) 11 AND SUBSTRATE BY OTHERS I 0 1 '� IIID SUBSTRATE BY OTHERS ' 4 0 1 ljI PERIMETER L■OR SEALANT PBYBY p l pr�l 4 i�Alm 0�Ataii SEALANT BY ILA_10. i—� �i ..[��q( OTHER �7f`—1 f—"1f-11�`. OTHER C:ti. . .\ I� O^U� EXTERIOR FINISH ` \ ` SUBSTRATE VARIES. SEE SUBSTRATE VARIES. SEE Robe d.E No 4,P E BY OTHER \ ` \ ANCHOR SCHEDULE ON ANCHOR SCHEDULE ON Florida P E No 69732 HEET 2 FOR \ SEQUIREMFOR ENTS. N •.•:.\ \ \ SEQ REMENIS. EXTERIOR FINISH :.:.... BY oTH Digitally INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE ON ,�N,x..�,,,,,� signed by SHEET 2 FOR REQUIREMENTS �`'�.y `S!�F O SILL CROSS SECTION .. ...975- Robert l O SILL CROSS SECTION INCLUDING SIZE, TYPE, i•.7.-• o. THROUGH-FRAME INSTALLATION THROUGH-FRAME INSTALLATION EMBEDMENT AND EDGE ^."Q: HO4 - •'�"cs ��{{��'' ,iii,c Amoruso OPERABLE DOOR PANEL INSTANCE. -,-,,! I}� OPERABLE DOOR PANEL -9s. 0 ZroF ill Date: Til,`,... tP 2019.12.10 4y�DN "- 11:14:45 -05'00' M 0 w o 8 tY o 0- XX XX HORIZONTAL CROSS SECTIONS THROUGH-FRAME INSTALLATION o Iia' MAX. , , o a ,.. 6 SHIM SPACE " "a a co LA SEANT BETWEEN FRAME SEALANT BETWEEN FRAME cn 5� AND SUBSTRATE BY OTHERS Q R AND SUBSTRATE BY OTHERS � � Z � � ("y 0 INTERIOR m Ir//, $'< o °SUBSHOATE VARIES. SON \ °T ANCHTRATE VARUS. SEE ce ANCHOR SCHEDULE ON U ISHEET 2 FOR �Q� IIT ji -- ` ANCHOR SCHEDULE ON 2 a N N REQUIREMENTS. m • ■Qq/'� REQUIREMENTS. <( a ~ INSTALLATION ANCHOR. ` ��' El ', �� - ��I,I •% INSTALLATION ANCHOR. !P: FiAt p - SEE ANCHOR SCHEDULE �•�- --�•��i. •� rON SHEET 2 FOR \ ❑ ■ m ° • , 7 C—'I�� ■ jSEE ANCHOR o SCHEDULE ON SHEET }REQUIREMENTS a0 �i 1�f� 2 FOR REQUIREMENTS J INCLUDING SIZE, TYPE, ■ -�-......._�...p C NM..,er.w.wAwm.—.W... INCLUDING SIZE, TYPE, cr 2 til 12 IS k. U EXTERIOR 9 ; ;: ; ; ::: ; ;: C PERIMETER PERIMETER EXTERIOR FINISH SEALANT BY SEALANT BY EXTERIOR FINISH BY OTHERS OTHERS OTHERS BY OTHERS INTERLOCK ()JAMB CROSS SECTION CROSS SECTION OG JAMB CROSS SECTION I'I IROUGH-FRAME INSTALLATION THROUGH-FRAME INSTALLATION Robert J Amoroso P E OPERABLE DOOR PANEL. ED THROUGH-FRAME:INSTALLATION 6 OPERABIF DOOR PANEL. Ronde P E No 49752 OPERA SI.F DOOR PANEL Digitally „ signed by N•y►MAB�° s `.• $7:14, Robert J "°"°'•° 'g Amoroso p,10+..E�of v Date: -.0•;:.:.`:<,...t/A1•.. 2019.12.10 '64°,:l,":.:.ss•• 11:14:45 -05'00' OX VERTICAL CROSS SECTIONS THROUGH-FRAME INSTALLATION - • V UBSTRATE VARIES. SEE r/V NCHUBSTRATE VARIES. SEE LuANCHOR SCHEDULE ON j / ANCHOR SCHEDULE ON W EXTERIOR OFhIINES� .. . . / /i�I REQUIREMENTS. EXTERIOR ROTNIS ....... i /i%/i REQUIREMENTS.SHEET 2 FOR a o BY PERI METE" AQ�1=y11 lj I �W!�� PERIMETE' Qu :1111 L�LlJ hi Pu'1 OTH 11 mg SEALANTBY � �"L II 0 AND SUBSTRATE BY OTHERS SEALANT0 4 OTHERS ��.I.�� I ANDES BSBETWEEN TRATE BYF OTHAMERS O a rn O ;/, 1 m NSTALLATION ANCHOR. SEE ANCHOR a Oe �� ' NSEALLATION ANCHOR. SEE ANCHOR N A V 1 SCHEDULE ON SHEET 2 FOR 1 SCHEDULE ON SHEET 2 FOR rt P EXTERIOR (t.,----,, C' REQUIREMENTS INCLUDING SIZE, © I\�� REQUIREMENTS INCLUDING SIZE, 8¢ 2 .8 f �7) TYPE, EMBEDMENT AND EDGE EXTERIOR „��1t TYPE, EMBEDMENT AND EDGE 6 . 0 ril . DISTANCE. 0 DISTANCE. Z fr ZZ0I O iQ w INTERIOR 0 INTERIOR yLL d Z 1 So`j2 1 CROSS SECTION HEAD CROSS SECTION °^-11< P g ()HEAD C WWFreOPv THROUGH-FRAME INSTALL TION THROIIGH-FRAME INSTALLATION y Y F n,t FIXED DOOR PANEL OPERABLE DOOR PANEL ¢— Z w 1 2 ul e a CC EXTERIOR aria!, ) I INTERIOR EXTERIOR M i INTERIOR m Ili; I' INSTALLATION ANCHOR. SEE ANCHOR C) 1`—j, : ��9 SCHEDULE ON SHEET 2 FOR _ � "-"� 1� o REQUIREMENTS INCLUDING SIZE, � ° © I, ! T PE, EMBEDMENT AND EDGE 0CE. '� II Ai -I'' ! 0 O 1, °6"" SEALANT BETWEEN FRAME 0 SEALANT BETWEEN FRAME O Ilip '___ j. Q li AND SUBSTRATE BY OTHERSiii �I D SUBSTRATE BY OTHERS SEALANT OTHER RBY P,s 4�� c�.11 SERIMETER ALANT BY ERIMETER 0 �1'�I P U _O l� d \ `� \ Robert J.Amuuso,P E. EXTERIOR FINISH SUBSTRATE VARIES. SEE SUBSTRATE VARIES. SEE nova°P.E.No 49752 HEET 2 FOR BY OTHE ANCHOR SCHEDULE ON ANCHOR SCHEDULE ON \ SEOUIREMENTS. \ \ \ \ SEQUIREMEN S. ';•;•;;•;;.;\ ` EXTERIOR FINISH Digitally BY OTHER ..•.•....•.. INSTALLATION ANCHOR. SEE .,, signed by ANCHOR SCHEDULE ON 4a `..�Ewe;a' Robert) O SILL CROSS SECTION SHEET 2 FOR REQUIREMENTS 8-.• P. . O SILL CROSS SECTION INCLUDING SIZE, TYPE, ,°j "°`°�"P '��1 Amoruso THROFiGH-FRAMF,INS EMBEDMENT AND EDGE k( ,.1•°¢=Date: 'ITIROIJGH-FRAME INSTALLATION OPERABLE DOOR PANEL IISTANCE. 'o`• °a E or +,,,a FLXED DOOR PANEL. (7,iLL•?..j O''o`,a 2019.12.10 °V„0ryr E”, 11:14:45 -05'00' c. 0 7 xt U LU OX HORIZONTAL CROSS SECTIONS THROUGH-FRAME INSTALLATION om Iia' MAX. vv.. X 3 A .4.SHIM SPACE "¢ O �,Y SEALANT BETWEEN FRAME SEALANT BETWEEN FRAME Y m AND SUBSTRATE BY OTHERS eAND SUBSTRATE BY OTHERS m o INTERIOR p e 1>- 1"Z) < g SUBSTRATE VARIES. SEE \ 0 W - j SUBSTRATE VARIES. SEE o ° ANCHOR SCHEDULE ON _ IIILANCHOR SCHEDULE ONco P SHEET 2 FOR 1U�� •_ �� SHEET 2 FOR 0.0,'5.^ L(-3 m REQUIREMENTS. o\ CS O ;- irj �;•, I / REQUIREMENTS. 3 ID > Z j � ' I� -t-"I 8oW O INSTALLATION ANCHOR. \, ■ -.•,............-....F.; . 1►,1�7 ��`, ❑ % INSTALLATION ANCHOR. Z F d U �$ _k SEE ANCHOR SCHEDULE - -��•--�<. 4-=� f� III SEE ANCHOR >>D _ MID r ON SHEET 2 FOR \ 's o i��l j SCHEDULE ON SHEET Z ~ &� :,.. REQUIREMENTS -.. �•E_ Q��U 2 FOR REQUIREMENTS O � ' INCLUDING SIZE, TYPE, �� INCLUDING SIZE, TYPE, rnl EMBEDMENT AND EDGE \ I 0 / EMBEDMENT AND IDGE ¢�' oA-4 j. O ■ 2DISTANCE I .� ►�r il MI MOO . I % DISTANCE. ,, , .... 0 o o lir,o e . it . , v,....=, . liilliniS A. EXTERIOR ° •:• `:•:•:•:• •:• PERIMETER PERIMETER SEALANT BY EXTERIOR FINISH SEALANT BY EXTERIOR FINISH BY OTHERS OTHERS OTHERS Ey OTHERS INTERLOCK JAMB CROSS SECTION CROSS SECTION EO THROUGH-FRAME INSTALLATION O CROSS SECTION ()JAMB TIIROUGI I-FRAME INSTALLATION 8 FIXED DOOR PANEL THROUGH-FRAME INSTALLATION OPERABLE DOOR PANEL Robert J.Amoroso.P.E. FIXED/OPERABIE DOOR PANELS Florida P.E.No.49752 Digitally ,.,,,,,, signed by •`e':Ifilkr Robert J " Amoroso \ �,• :ni oNtE or ./4,„.T. Date: Date: s''',..,:n.n io./4i 1,446;3; ENO,P 2019.12.10 11:14:45 -05'00' BILL OF MATERIALS BOM NO. PART NO. — PART DESCRIPTION I COMPANY REMARKS w VINYL COMPONENTS 1' DVERLL THICKNESS IGW © 0 1 8591 { FRAME MIKRON IND. 3/16' TEMPERED x AIR SPACE x Ch 3/16' TEMPERED 4 7701 PANEL STILE/RAIL MIKRON IND.INC. # FIXED INTERLOCK ® 1'I I U-- 5 7702 MIKRON IND.INC. ', ' LU a PANEL INTERLOCK `=I O Fc .- 6 7703 r-- PANEL INTERLOCK MIKRON IND.INC. ; C 7 7704 INTERLOCK MIKRON IND.INC. '=,II d w 8 7705 PANEL TRACK MIKRON IND.INC. 1� 1/2' GLASS BITE 9 7706 GLAZING BEAD MIKRON IND.INC. 0 '�• g. 11 7708 ANTI-UFT MIKRON IND.INC. �yI1 it rn co 12 7709 THRESHOLD MIKRON IND.INC. I • I I J a ¢; _13 6152__ __ SETTING BLOCK MIKRON IND.INC. _ _ _- -_ 1J L1 0 a g 14 7556 SCREEN TRACK MIKRON IND.INC. GLAZING DETAIL A re r &2 REINFORCEMENT Qz 18 7701.1.1 i REINFORCEMENT-ALUMINUM ONTARIO EXTRUSIONS 6063-75 0 4 ro o 0 x N 19 7703.1 REINFORCEMENT-ALUMINUM ONTARIO EXTRUSIONS 6063-T5 4 00..v-, ccTo ¢ N - --- COMMERCIAL DOOR HANDLE SET NOTES: 3 Q LL LI N m W Z lx r - - — --- -- — —--- - 1. A MINIMUM OF TWO(2)NEOPRENE SETTING BLOCKS WITH 70 8 p w �' SS Z F— COMMERCIAL DOOR HANDLE SET ? C 24 66351038-01 AMESBURY WHITE TO 90 SHORE A DUROMETER HARDNESS ARE REQUIRED AT g € COMPRISED OF THE FOLLOWING i?;3.. BOTTOM (SILL)OF GLAZING LITES MORE THAN 3 FEET IN g � ''gg 25 1988-PRN166MRSS ROLLER AMESBURY WIDTH. 2>< P§@ 26 6541-1061 SINGLE POINT LOCK AMESBURY COMMERCIAL ¢—Q Z-� IIII 2. FIXED PANEL RAIL SHOWN.ALL OTHER GLAZING DETAILS q.4 5-a P-1 27 6991-1OXX FACE PLATE AMESBURY o~ - SAME FOR FIXED AND OPERABLE PANEL RAIL AND STILE z- plc"Kg 6635-10XX , INSIDE AMESBURY CSHAPESOLIDTUBE GLAZING. u,�' 111r; -�' 29 6636-10XX OUTSIDE HANDLE AMESBURY C SHAPE SOLID TUBE w yy— • ig 30 6000.074-01KD1 CYUNDER-MORTISE AMESBURY .800 CAM' [ p` 31 6000.082-01 THLIMBTURN-MORTISE AMESBURY .800 CAM 12 32 6990-10XX STRIKE-COMMERCIAL AMESBURY COLLAPSIBLE s 33 SCREW PACKAGE AMESBURY GLAZING 34 1'OVERLL THICKNESS IGU:3/16"TEMPERED x AIR SPACE x 3/16"TEMPERED i 35 WET GLAZING COMPOUND SILICONE MISC. 36 QUIET FIN WEATHERSTRIP AMESBURY .270 High x.187 Back 38 118X 1" WASHER HEAD TEK SCREW-PHILLIPS Robert J.Amauso.P.E. 41 410X 1-1/7' FLAT HEAD SCREW Florida P.E.No.19752 OPTIONAL LOCK•HANDLE SET-NOT SHOWN 42 191014 SBML 2 POINT MORTICE LOCK INTERLOCK Digitally 43 P501-0031 MOUNTING PLATE ASSEMBLY INTERLOCK 44 PS01-3035 EXTENDED PINION GEAR INTERLOCK M,..1.17,„,rsigned by ,s° ;�ei fit4, Robert.' 45 P501-0030 INTUITION HANDLE ASSEMBLY INTERLOCK "i; �.nses 46 PS01-3040 EXTERIOR PULL INTERLOCK 97LT�L,A1,1,____1:".1 Date:AmoU50 47 P501.5030 ! Ma%26 CSK FLAT TT INTERLOCK NEED 2 -1Ss,...,,,tar- Att. Date: �, y^oNA, 2019.12.10 48 P501-5014 SCREW M4XSO CSK POD TT INTERLOCK NEED 2 11:14:45 49 P501-0060 21 MM ADJUSTABLE STRIKE INTERLOCK -05'00' RENAISSANCE WINDOWS AND DOORS - SERIES 8500 VINYL SINGLE HUNG WINDOW 8 TWIN AND TRIPLE LJJ U E INSTALLATION ANCHORAGE DETAILS & 8 a GENERAL NOTES: INSTALLATION NOTES: 1.THIS PRODUCT HAS BEEN TESTED,EVALUATED AND DESIGNED TO THE CURRENT EDITION OF THE FLORIDA BUILDING CODE,TESTING 1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS WAS CONDUCTED IN ACCORDANCE WITH AAMANVDMA/CSA 101/I.S.2/A440.08 AND 11. PRODUCT EVALUATION DOCUMENT,ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK 2,THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO.NCTL-210.4105-02A(WITH VENEER AND SIDING. Z rn .- GATEWAY TESTING BASED ON NCTL-210-4105-02)AND NCTL-210-4105-04 AND ASSOCIATED LABORATORY DRAWINGS BY NATIONAL af CERTIFIED TESTING LABORATORIES. 2 SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF z a 4 6 ANCHOR,AND/OR MANUFACTURERS ANCHOR SPECIFICATIONS,INCLUDING MINIMUM 3.THIS PRODUCT EVALUATION DOCUMENT ISS FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ). NOMINAL SIZE,MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM EDGE 0 DISTANCES, > 4,ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING FRAMING SUBSTRATES AS A MAIN WIND FORCE 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE $a Big RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE OF STRUCTURAL SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR OF THE SC O0 RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF FENESTRATION PRODUCT. 07d- ¢`�{Z�+as RECORD FOR THE PROJECT OF INSTALLATION. 2.2. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WIND FORCE 0-M S N a RESISTING SYSTEM SUBSTRATE, ¢LL 0 pWp (62 i iz 5.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE, 8 2 BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT 3. SEE SHEETS 7 THROUGH 9 FOR SPECIFIC ANCHOR INSTALLATION DETAILS. Z F_I Z g ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. F 4.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. w tr ', 8.WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THIS PRODUCT REQUIRES OPENING x M� PROTECTION IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE USING AN APPROVED IMPACT 5.ANCHOR QUANTITIES AND SPACING/EMBEDMENT AND EDGE DISTANCE <_U F PROTECTION DEVICE. 5.1. THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END r?i 9 ?2 DISTANCE(ED)AND THE MAXIMUM ON CENTER(QC.)SPACING PLACEMENT OF -R 5 vi 7.SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS BY ANCHORS IN ACCORDANCE WITH ELEVATIONS ON SHEETS 3 THRU 8, 1' A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 5.2. END DISTANCES AND O.C.SPACINGS LESS THAN THAT SHOWN IN THE ELEVATIONS K g ON SHEETS 3 THRU 8 ARE ACCEPTABLE, Z 8.WINDOW FRAME MATERIAL:VINYL(PVC). 5.3. FOR WINDOW SIZES SMALLER THAN THOSE SHOWN,ANCHOR QUANTITIES CAN BE w REDUCED WHILE MAINTAINING EDGE DISTANCE AND O.C.SPACING REQUIREMENTS. 9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-09a. 5.4. ANCHOR QUANTITIES AND SPACINGS SHOWN ARE BASED ON THE LOWER OF bi ANCHOR SPACING USED IN TESTING OR REQUIRED BY LOADING AT DESIGN S ' 10. DESIGNATIONS"X"STANDS FOR OPERABLE LITE/SASH AND"O"STANDS FOR FIXED LITE. PRESSURE. F 5.5. SEE EMBEDMENT AND EDGE DISTANCE DESCRIPTION ON SHEET 2, 11. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED WINDOW IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER AND/OR THE INSTALLER. 6, MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S)SHALL BE CONSTRUCTED OF WOOD COMPOSITE,HIGH TABLE OF CONTENTS DENSITY PLASTIC OR SIMILAR LOAD BEARING MATERIAL SHEET SHEET DESCRIPTION 7. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO 1 GENERAL NOTES,INSTALLATION NOTES,TABLE OF CONTENTS MORTAR JOINTS. 2 ANCHOR SCHEDULE-EMBEDMENT AND EDGE DISTANCE 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN Robes J nmoruso,P E. 3 9T x 72"WINDOW ELEVATION/FIN ANCHORING LAYOUT SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE florid.RE.Na 49752 4 97"x 72"WINDOW ELEVATION/THRU FRAME ANCHORING LAYOUT INSTALLATION ANCHOR SCHEDULE ON SHEET 2, Digitally 5 109"x 72"WINDOW ELEVATION/FIN ANCHORING LAYOUT signed by PERFORMANCE RATING 6 109"x 72"WINDOW ELEVATION/THRU FRAME ANCHORING LAYOUT ` .4;1:!+_.11y Robert J Pia..,,o•ne ..9S GLAZING DETAIL ""1 °':�y 7 NAILING FIN(FIN FRAME)INSTALLATION MAXIMUM WINDOW SIZE DESIGN PRESSURE(PSF) IMPACT RATING si "°4p"' ':01+({fpOfU50 (SEE SHEET 11) s'i • 8 THROUGH FRAME INSTALLATION W/FLANGE g 1l i ; :zz?Date: NOMINAL 97"x 72" f,6Fs.`-4on to^o,F 9 THROUGH FRAME INSTALLATION (Twin Window) A */-35 NONE. l'4y;O i.E `'a 2019.12.11 10 INTEGRAL MULLION SECTIONS • NOMINAL 109"x 72" SEE GENERAL 15:18:53 NOTE 6. 11 GLAZING DETAILS AND BILL OF MATERIALS(BOM) A +/-40 (Triple Window) -05'00' INSTALLATION ANCHOR SCHEDULE MIN. MIN.SPACING(IN) INSTALLATION FASTENER HEAD FASTENER MANUFACTURER AND/OR MIN.EDGE pp o SECTION VIEW SUBSTRATE EMBEDMENT BETWEEN FRAME ANCHOR CAPACITIES BASED ON p TYPE TYPE SIZE SPECIFICATION (IN) DISTANCE(IN) ANCHORS m ' v CONCRETE ITW TAPCONS(1) 1 1 1/8 3 MIN.2500 PSI CONCRETE # F HEX HEAD 3/16" W MASONRY(BLOCK/CMU) ITW TAPCONS(1) 1 7 3 STRENGTH CONFORMANCE TO O THROUGH SECTION A,I3&C ASTM C-90,MEDIUM WEIGHT CC o FRAME ANCHOR (SHEETS 9) CL ANSI BI8.6.1 (WOOD SCREW)(2) PAN HEAD No 1': WOOD GRADE 2 EQUIVALENT 13/8 3/4 1;7 WOOD WITH A MINIMUM ASME 618.6.4(TAPPING SCREW)(2) SPECIFIC GRAVITY OF 0.42. a GRADE 2 EQUIVALENT a CONCRETE ITW TAPCONS(1) 1 1-1/8 3 MIN.2500 PSI CONCRETE „,, Q, ':-D ,.. HEX HEAD 3/16” - ----.__--_-_--_-._-.�. LL SNAP-ON STRENGTH CONFORMANCE TO °EIZ p MASONRY(BLOCK/CMU) ITW TAPCONS(1) 1 7 3 Z4 A Q FLANGE WITH SECTION A,B&C ASTM C-90,MEDIUM WEIGHT THROUGH (SHEETS 8) ANSI 818.6.1 (WOOD SCREW)(2) co CC 8 E FRAME ANCHOR ,AN HEAD No.10 WOOD GRADE 2 EQUIVALENT 1 3;.'5 3/a 1„ WOOD WITH A MINIMUM Q 3 ASME 818.6.4(TAPPING SCREW)(2) SPECIFIC GRAVITY OF 0.42. `6 ro S GRADE 2 EQUIVALENT Z¢ Z06 ANSI B18.6.1(WOOD SCREW)(3) N a ,w m - Uj NAILING FIN SECTION A,B&C PAN HEAD No E WOOD GRADE 2 EQUIVALENT 13/8 1;4 1 WOOD WITH A MINIMUM q -Zf i S ANCHOR (SHEETS 7) ASME 818.6.4(TAPPING SCREW)(3) SPECIFIC GRAVITY OF 0.42. 2 O 1 ZPw g i GRADE.2 EQUIVALENT m ;; T.; NOTES: � O GOw �=F L__,,,' 1)WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION,THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE. <Z U j ”" 2)FOR WOOD SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPLITTING ISACONCERN,DRILL0.090"PILOT HOLE(DRILL SIZE 43).FOR TAPPING SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPLITTING ISA CONCERN,DRILL 2 q-Zu9 Pt 0.121"PILOT HOLE(DRILL SIZE 31). "" 8U 3)FOR WOOD OR TAPPING SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPLITTING IS A CONCERN,DRILL 0.082"PILOT HOLE(DRILL SIZE 45). K Lox 41 ),..-6 NZ 6. ? wV h!-' 2X WOOD FRAMING. SEE EDGE ANCHOR SCHEDULE ON EDGE EDGE ��1 DISTANCE EMBEDMENT SHEET 2 FOR DISTANCE DISTANCE I SUBSTRATE VARIES. SEE EDGE J SUBSTRATE VARIES. SEE REQUIREMENTS. I ANCHOR SCHEDULE ON DISTANCE I�ANCHOR SCHEDULE ON , SHEET 2 FOR I SHEET 2 FOR REQUIREMENTS. REQUIREMENTS. . . ' EDGE DISTANCE ...., " „....%,""' / EMBEDMENT ' M T E]dBED EN /I. ..,....—........ A EDGE DISTANCE , R°een d Amor.°.P E 0. IL�� Ronda P E No 0952 pin INSTALLATION ANCHOR. SEE ANCHOR i mu Digitally SCHEDULE ON SHEET 2 FOR signed by REQUIREMENTS INCLUDING SIZE, TYPE, APT INSTALLATION ANCHOR. SEE , ANCHOR SCHEDULE ON SHEET 2 INSTALLATION ANCHOR. SEE ANCHOR "°F4. e Robert) EMBEDMENT AND EDGE DISTANCE. SCHEDULE ON SHEET 2 FOR '4�`•''r7-!'yN FOR REQUIREMENTS INCLUDING ,.`.c` ee.e,, SIZE, TYPE, EMBEDMENT AND I REQUIREMENTS INCLUDING SIZE, TYPE, L'./ ho nn-ez \'.6.1 AmorUso EDGE DISTANCE. EMBEDMENT AND EDGE DISTANCE. 1 _`-. .`Date: EMBEDMENT AND EDGE DISTANCE EMBEDMENT AND EDGE DISTANCE EMBEDMENT AND EDGE DISTANCE ,n0.,o .4 w.45ii.;lamV 2019.12.11 NAILING RN FRAME INSTALLATION THROUGH-FRAME.INSTALLATION SNAP-ON FLANGE THROUGH-FRAME INSTALLATION w•n...••" 15:18:53 -05'00' m4" O.C. SPACING (NP.) �_ '- +/-1" TOL. (NP.) NAILING FIN INSTALLATION ANCHOR A 6 z" MAX (NP) SHOWN. SEE ANCHOR SCHEDULE ON SHEET 1 . DENOTES FlN FRAME 3 1/8" MAX. (NP.) 7— ANCHOR LOCATION sk v 7/T:;1 '- w • •• d D 5 o.0 Z4, a g O O 2 ? g m 43 1/4" FIXED UTE 43 1/4" FIXED LTTE N= 11 c° o • WIDTH D.L.O. r WIDTH D.L.O. • rq Qz • z � a 1 r4 Li • .w• OW.. -•1110awe • _ i;-_ F 4" O.C. SPACING TYP. t N w w rt 1 2:>4 tletil.-, IF +/-1" TOL. (NP.) ) : T ` n g a} • j j • z i -§,- 55O8 q}}q • • ^ § ,j•l,��i 42 3/8" SASH _ _ 42 3/8" SASH _� w a i • WIDTH D.L.O. WIDTH D.L.O. • o �LL • E F .<.,,,c;›, I 10 , 1' • ,g AR •{ • N Robert J Amauao.P E. Elbert P E.Noau 0975:( ll L. 45 1/2" I 45 1/2" I DI ta 2" MAX. (NP.) MAX. SASH WIDTH -ij MAX. SASH WIDTH / g y 48" 48" signed by MAX. WINDOW WIDTH MAX. WINDOW WIDTH ,"1.;.4717".• Robert J MAX. (TYP.) — i"a•:G4g; " 96 1/2" l No 40» O%Amoruso MAX. FRAME WIDTH =_ 1C 1' ';D 1 g`Date: Fyr,t�o"�o::'�,f `9a81"...: ,'d 2019.12.11 SERIES 8500 VINYL TWIN SINGLE HUNG WINDOW µ�°"�"' 15:18:53 EXTERIOR VIEW-EQUAL LITE WINDOW(97" X 72"NOMINAL SIZE SHOWN) -05'00' - 12 3/4" O.C. SPACING (TYP.) THRU—FRAME INSTALLATION ANCHOR A A +/-1" TOL. (TYP.) SHOWN. SEE ANCHOR SCHEDULE ON 4" MAX. (TYP.) SHEET 1. 8 9 ,DENOTES THROUGH th LOCA ANCHOR v V LOCATION w lir 1r 'V V V \ / \ O bi B ► ce 9I B w a. . 8 r Q 0 �, 10 r We ° m T- I ► 0 0 a. z „ , 14 1/2" O.C. SPACING, -.II 43 1/4" FIXED LITE .� 43 1/4" FIXED LITE _ a ¢ O WIDTH D.L.O. WIDTH D.L.O. r•I °� +/-1" TOL (TYP.) a RI Za a S N'14J.1�� r� Z :?. ► AIM GM,. ...a an". = 8F- 116 w�OZO 6" O.C. SPACING j ► ii Gt I•ri 41CENTERED ABOUT T Zw MEETING/LOCK RAIL -1wCENTERLINE " 5+/— 2" TOL. (TYP.) •+ i 2 S 4© 42 3/B" SASH 42 3/8" SASH _� m ZWIDTH D.L.O. WIDTH D.L.O. _a � 9 ► kC KE), 04� 0_ 8 r = " ANCHORS NEAR MEETING RAIL SHALL BE LOCATED AS REQUIRED TO FACIUTATE INSTALLATION. 4" MAX. (TYP.) ■ zNt.A 45 1/2"A A j—L. 45 1/2" A A `_ Robert Amor.°P.E. Flotltle P.E.No.0752 MAX. SASH WIDTH MAX. SASH WIDTH -...0 Digitally 48" _ 48" signed by MAX. WINDOW WIDTH MAX. WINDOW WIDTH 96 1/2" .' '."•ENmm qyz Robert J MAX. FRAME WIDTH i'' Z.«,,_....,A Amoruso p . Ert. ,w`Date: SERIES 8500 VINYL TWIN SINGLE HUNG WINDOW :des:.?F, °?y '4s„�;;.,;E;:., 2019.12.11 EXTERIOR VIEW-EQUAL LITE WINDOW(97” X 72"NOMINAL SIZE SHOWN) 15:18:53 -05'00' 4 1/4" O.C. SPACING (TYP.) ; m +/-1" TOL. (TYP.) w NAILING FIN INSTALLATION ANCHOR 0 2" MAX. (TYP.) �-- SHOWN. SEE ANCHOR SCHEDULE ON m 3 1/8" MAX. (TYP.) --ate -.•-- SHEET 1. ANCHOR LOCATIONFRAME I v F- is • w 5 a / \ / N p 8 0' E a. • a p �0 1 0 • or X o 060 a,-- zg ag NO ' a x_31 1/4" FIXED LITE_______ x_31 1/4" FIXED LITE31 1/4" FIXED LITE . I ¢ I WIDTH D.L.O. WIDTH D.L.O. WIDTH D.L.O. „N� b ro Z<N ZU s • • 6aco 5< a vi F! a� Z ,� z i 0a , 0 / 0 / • 861 8g iLL M. -�Q � • ' ..� g 4 1/4" O.C. SPACING (TYP.) Y W -5 51 +/-1" TOL. (TYP.) a • w <o-°Q,zu ',I x 5Z op 6A _ �� 2 a 30 1/4" SASH 30 1/4" SASH 30 1/4" SASH- • x w x kr �• ` WIDTH D.L.O. WIDTH D.L.O. WIDTH D.L.O. oi i i i 4111 • I R F 1 ® / f I • = M(/3 • , • 1a X / X / X / • 1 ."' \ / N / f • • Robert J.Ammuso P E I33 1/4" - I 33 1/4- _I I 33 1/4" I Florida P E No 49752 2' MAX. (TYP.) MAX. SASH WIDTH MAX. SASH WIDTH MAX. SASH WIDTH 3/e" —. --s/e• Digitally 36" 36" 36" 3 1/8" MAX MP) — MAX. WINDOW WIDTH MAX. WINDOW WIDTH MAX. WINDOW WIDTH signed by -5;^�� Robert J 108 3/4" — �c4P•C,u7,4 6, MAX. OA FRAME WIDTH +r �o sore: 1;11AnlOfU50 `i-� � . Date:s�,b.14,',C,id!t;' ,� 2019.12.11 SERIES 8500 VINYL TRIPLE SINGLE HUNG WINDOW 15:18:53 EXTERIOR VIEW-EQUAL LITE WINDOW 109"X 72"NOMINAL SIZE SHOWN) -05'00' 12 5/8" O.C. SPACING (TYP.) THRU—FRAME INSTALLATION ANCHOR +/-1" TOL. (TYP.) SHOWN. SEE ANCHOR SCHEDULE ON A A 4" MAX. (TYP.) SHEET 1. 8 9 'DENOTES THROUGH °' FRAME ANCHOR v LOCATION atv V ir V r V V V f + aw - B a 9 B 10,,,( >D ,Y 8 / L x6 c6 6 L-ir ZZ ry Q ,,, � a 31 1/4" FIXED LITE 31 1/4" FIXED LITE31 1/4" FIXED LITE _ _ i¢ . 14 1/2" O.C. SPACING, WIDTH D.L.O. WIDTH D.L.O. WIDTH D.L.O. a roc +/-1" TOL. (TYP.) n Zd a a a u; l' O p O / ' to In C)ZLLZtTa Z LL 121 AO CIA ..MIC 0:0 •_ 8" O.C. SPACING j 10 ' <Z _i w �� CENTERED ABOUT T X lf M ¢2?-1,c> MEETING/LOK RAIL J x CENTERLINE n w w"' 2 ,q +/- 2" TOL. (TYP.) r* z zc0 5 2 "" ANCHORS NEAR C / 30 1/4" SASH _ / 30 i/4" SASH_ / 30 1/4" SASH _ x Esq` MEETING RAIL SHALL BE 9 WIDTH D.L.O. WIDTH D.L.O. WIDTH D.L.O. o g g g x fr LOCATED AS REQUIRED ' ' x o ?. INTALLATI FACILITATE e f I . n c INSTALLATION. , E Pi E `,53g 0 y • f x __Ho, X , X , X 4" MAX. (TYP.) / /\ /N. ., / I +a\ 1 A A ._ - A A l A A Raba J Amo ufo P E Florida P.E.No.48752 33 1/4" 33 1/4" 33 1/4" Digitally MAX. SASH WIDTH MAX. SASH WIDTH MAX. SASH WIDTH �--.--3/8' _ . —3/8" signed by 36" 36" 36" 2.:", Robert_I MAX. WINDOW WIDTH • ' MAX. WINDOW WIDTH MAX. WINDOW WIDTH sF ;EWBF. 108 3 4" `,'/ oN °'O ',". 1 Amoruso _ MAX. D.A. FRAME WIDTH 'gnR„ a s or )id Date: 4 'n:U ,Of'?F '�„„,a; '°a 2 019.12.11 SERIES 8500 VINYL TRIPLE SINGLE HUNG WINDOW 15:18:53 EXTERIOR VIEW-EQUAL LITE WINDOW 109"X 72"NOMINAL SIZE SHOWN) -05'00' SEALANT BETWEEN FIN 2X WOOD FRAMING. SEE AND 2X WOOD2X WOOD FRAMING. SEE ANCHOR SCHEDULE ON FRAMING BY OTHERS / ANCHOR SCHEDULE ON SHEET 2 FOR EXTERIOR FINISH SHEET 2 FOR REQUIREMENTS. v BY OTHERS REQUIREMENTS. INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE ON SHEET 2 I' 6 PERIMETER • -. ` FOR REQUIREMENTS INCLUDING w SEALANT BY SIZE, TYPE, EMBEDMENT AND p OTHERS 1/4" MAXf EDGE DISTANCE. as ., SHIM l -- 1/4" MAX. SHIM / 0 INSTALLATION ANCHOR. , PINTERIOR SEE ANCHOR SCHEDULE i ii O ON SHEET 2 FOR REQUIREMENTS INCLUDING 1 ' °' 0AND TYPE, IS EMBEDMENTCE. L. Ii. 0 z a AND EDGE DISTANCE. l Z EXTERIOR FINISH �- ¢ ,F g ii BY OTHERS • • ir�! N L� r ZQNz~ Ilf? ;- , SEALANT BETWEEN FIN N a 2 i AND 2X WOOD EXTERIOR 3 Z" z LL ® 1 :M,�� ® FRAMING BY OTHERS 2 p 6 pL; :,, , ZF_ IN m . 0 SEA INNNIHERs ' FIXED LITE HORIZOINTAL oz i�,� CROSS SECTION ¢_¢ m -. SCREEN NAILING FIN FRAME INSTALLATION 2 z 1u EXTERIOR INTERIOR 2X WOOD FRAMING. SEE 3 5E ANCHOR SCHEDULE ON ori a SHEET 2 FOR INSTALLATION ANCHOR. SEE g OREQUIREMENTS. ANCHOR SCHEDULE ON wt �„ SHEET 2 FOR ie 8 4iD 0 ` REQUIREMENTS INCLUDING 1 SCREEN-----. ` SIZE, TYPE, EMBEDMENT ` • AND EDGE DISTANCE. F I�r,, 1/4" MAX. , -- 1/4" MAX. SHIM PERIMETER SHIM SEALANT BY 0 j� r , 0 0 INTERIOR OTHERS SEALANT BETWEEN RN 1L. Illik ` Ei SEE AND 2X WOOD I` . '. _ I_► ' - Rctert J.Amens°.P.E. EXTERIOR FINISH EXTERIOR FINISH Florida P E.No.49732 BY OTHERS BY OTHERS �� 0 Digitally INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE (�� signed by SEALANT BETWEEN FIN ON SHEET 2 FOR REQUIREMENTS INCLUDING AND 2X WOOD Robert) SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. SCREEN ,,,,41:47;›,eEha. FRAMING BY OTHERS EXTERIOR = �o�a„,.TA /VERTICAL CROSS SECTION _.,��,`, Amoruso PERIMETER T,'i9' of loi Date: NAILING FIN FRAME INSTALLATION SEALANT BY /SASH LITE HORIZONTAL °.-F.SE o '_`' OTHERS `.;;?+a;sCE;jOr' 2019.12.11 CROSS SECTION NAILING FIN FRAME INSTALLATION 15:18:53 -05'00' SUBSTRATE VARIES. SEE SUBSTRATE VARIES. SEE ANCHOR SCHEDULE ON ANCHOR SCHEDULE ON SHEET 2 FOR EXTERIOR FINISH REQUIREMENTS.BY OTHERS REQUIREMENTS. m - - INSTALLATION ANCHOR. as INSTALLATION ANCHOR. SEE F- SEE ANCHOR SCHEDULE c ON SHEET 2 FOR ANCHOR SCHEDULE ON SHEET 2 w PERIMETER / + REQUIREMENTS FOR REQUIREMENTS INCLUDING SEALANT BY ® ' r INCLUDING SIZE, TYPE, `' SIZE, TYPE, EMBEDMENT AND rt OTHERS EMBEDMENT AND EDGE `' EDGE DISTANCE. a 1/4" MAX. _ DISTANCE. illSHIM ,, 1/4" MAX. SHIM (� 1 INTERIOR w N V SEALANT SEALANT BETWEEN \ J BETWEEN FRAME AND SUBSTRATE \ ,`` _ w O FRAME AND BY OTHERS `' on 6 SUBSTRATE : z w i O BY OTHERS hi.� �1 I O g EXTERIOR FINISH „I I -J $'¢ 3 BY OTHERS ;;,:,I;Ill„.,, ! m i_LJJ "11 a a 517•-o G ,_ —T ® ...•4:11........ L 3Z�ZgNr "z : ' :f�� 0 PERIMETER ® EXTERIOR ihiri i , �i I' eSEALANT BY ,. y; m OTHERS B FIXED LITE HORIZOINTAL g o(g1 i SCREEN 0 it 0 8 CROSS SECTION 24'5,Z= THROUGH-FRAME INSTALLATION F S t EXTERIOR INTERIOR SUBSTRATE VARIES. SEE SNAP-ON FLANGE e,0 ANCHOR SCHEDULE ON coi OREQU EMENR �S. SEE ONINSTSHEET 2 FORALLATION ANCHOR.REQUIREMENTSOR INCLUDNGULE ij kI, _ SCREEN-- ' ._ i i jj © ` SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. SEALANT BETWEEN FRAME AND [�ll SUBSTRATE BY OTHERS © �� SEALANT BETWEEN \ ,1. 1/4" MAX. SHIM 1/4" MAX. FRAME AND !��__ r SHIM SUBSTRATE BY P 0 INTERIOR �ail� OTHERS __ PERIMETER ® ;;;; ' r r SUBSTRATE VARIES. SEE �I SEALANT BY ANCHOR SCHEDULE ON ` OTHERS , SHEET 2 FOR REQUIREMENTS. i�• Er EXTERIOR FINISH EXTERIOR FINISH �. BY OTHERS BY OTHERS - I " ] aoDen r nmo uw.P E ►�L O ciontle P E.No 49752 rail's ��1-1, Digitally INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE .i signed by ON SHEET 2 FOR REQUIREMENTS INCLUDING 44755:$:,N. SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. PERIMETER 0 SCREEN Robert J SEALANT BY EXTERIOR OTHERS i ' "`°"" `°��Amoruso ®VERTICAL CROSS SECTION � W`Date: THROUGH-FRAME INSTALLATION ()SASH LITE HORIZONTAL =,v,:-,?F,.o..:o�F SNAP-ON FLANGE ©� CROSS SECTION `'...., N•�" 2019.12.11 THROUGH-FRAME INSTALLATION 15:18:53 SNAP-ON FLANGE -05'00' SUBSTRATE VARIES. SEE SUBSTRATE VARIES. SEE ANCHOR SCHEDULE ON SHEET 2 FOR ANCHOR SCHEDULE ON REQUIREMENTS. SHEET 2 FOR m REQUIREMENTS. INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE v EXTERIOR ON SHEET 2 FOR REQUIREMENTS INCLUDING r- 6 FINISH BY SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. o OTHERS �''''.'..':. 1/4" MAX. SHIM O R LIxa —.......welt 1411 i — ft Q INTERIOR PERIMETER 1/4" MAX. I SEALANT ,, SEALANT BY SHIM BETWEENSlillibilik / OTHERS FRAME AND/ • INSTALLATION ANCHOR. SUBSTBY OTHER ! SEE ANCHOR SCHEDULE m O ON SHEET 2 FOR 0 °s b REQUIREMENTS ? rn INCLUDING SIZE, TYPE, z EMBEDMENT AND EDGE ` �� 'a0 3g. O DISTANCE. , ,� EXTERIOR FINISH -� z x N z g ILE, BY OTHERS a a M a v �� SEALANT E�TwE N EXTERIOR �S zz o t 2 Z In �% 1�� SUBSTRATFRAME E PERIMETER i O P,=E �& ® ,r• ® BY OTHERS SEALANT BY Q FIXED LITE HORIZOINTALlig- .: ; I OTHERS CROSS SECTION w �, _C� egg O v THROUGH-FRAME INSTALLATION N_0 70 4+� O N 'Z " dill 5 SCREEN . O INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE x QQ q EXTERIOR INTERIOR ON SHEET 2 FOR REQUIREMENTS INCLUDING N SUBSTRATE VARIES. SEE SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. U.' • �.t ANCHOR SCHEDULE ON a` 4 0 SHEET 2 FOR — 1/4" MAX. SHIM �,.r� © REQUIREMENTS. `` G SCREEN ._ u ` P 0 INTERIOR PERIMETER © �-_- 0 1/4" MAX. SEALANT BETWEEN FRAME \i/gioNtemitibk ISEALANT BY �1 _ SHIM AND SUBSTRATE BY OTHERS ' ��M! OTHERS .�-_ �� tt�j�SEALANT 1 , SUBSTRATE VARIES. SEE 1111 BETWEEN FRAME ANCHOR SCHEDULE ONAND BY BOTHERS SHEET 2 FOR �. O Robert P E Nos49752 REQUIREMENTS. EXTERIOR FINISH BY OTHERS Digitally y ' ''' ' ' SCREEN EXTERIOR EXTERIOR signed by ; rs FINISH BY """' INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE PERIMETER L�.. cEN...... Robert J OTHERS ON SHEET 2 FOR REQUIREMENTS INCLUDING SEALANT Q SASH LITE HORIZONTAL i' "° °"° '' =Amoruso SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. OTHERS © CROSS SECTION Ok _ .of l., Date: VERTICAL CROSS SECTION THROUGH-FRAME INSTALLATION 'a;;..,og. �+ 2019.12.11 THROUGH-FRAME INSTALLATION 15:18:53 -05'00' 44Y a) sk U 6 W Cr o a • m dJ INTERIOR 0 0 INTERIOR < a^ , O I Orli 1... .1 kitoi0cogg a� w a 3��?O i li 0 ..illii . .1kr 0 ZPX g 1 •.[,.... 1 i _ '41[11r. !CI g Li etj,ulz J d;,,,, —' EXTERIOR q; €s_ el EXTERIOR SCREEN (' CO 0 0 REEK g 'Sz 0 XED LITE HORIZOINTAL Q SASH LITE HORIZOINTAL re o_ CROSS SECTION CROSS SECTION ivi k` xi INTERMEDIATE JAMB-TSH T-BAR INTERMEDIATE JAMB-TSH T-BAR y. Robert J Nnoruso.P E. Florida P E No 49752 Digitally signed by ;%tr o'"1"+rs''y• &:k.,-,ifo 0.91 Robert J ' r -tt .\Amoruso _>. o-`Date: �6,i4F�' � 2019.12.11 15:18:53 -05'00' BILL OF MATERIALS 8500 SERIES SH-TWIN AND TRIPLE - - • c BOM NO. PART NO. DESCRIPTION REMARKS _ 1 7867 JAMB PVC o 2 7868 HEAD J PVC °h 3 7869 SILL PVC a 4 7863 VENT STILE PVC ~ co �1 - EI S 7866 VENT RAIL-SILL PVC w *lir® © 6 7864 FIXED INTERLOCK PVC a 1/2" GLASS BITE 7 7865 VENT INTERLOCK PVC • I FIXED LITE 8 6177 GLAZING BEAD PVC SHOWN AT HEAD. 9 6555 SETTING BLOCK NOT SHOWN 3/4" OVERLL THICKNESS IGU: LOCK RAIL AND 10 7871 SCREEN LOCK PVC 1/8" ANNEALED x DURALITE SPACER x JAMBS SIMILAR. 11 7988 TSHT-BAR PVC m 1/8" ANNEALED 0 HARDWARE ° 12 9208 BASE NOT SHOWN z' A 4 13 9202 LEVER NOT SHOWN _ < Q GLAZING DETAIL A 14 9203 CAM }5{ a 3 15 9659 KEEPER O<a�,°W 4' R'16 677204 CAM LOCK(OPTIONAL) NOT SHOWN §§ >d 0 st 17 677133 KEEPER(OPTIONAL) NOT SHOWN "2O 1 Z n 3/4" OVERLL THICKNESS IGU: RLL 18 110 5/MRBICK MEETING RAIL BLOCK Apply 7864 to 7988 T-Bar 8 Z o w RJ m 1/8" ANNEALED x DURALITE SPACER x _ WEATHERSTRIPPNG g ,,g z,Tg 1/8" ANNEALED w cr za g 19 WEATHERSTRIP 187x.230 FIN PILE Y GN !§$ GLAZING o'>FIII � 20A FOAM TAPE BACK-BEDDING 0 ® r� 1/2" GLASS BITE 206 SILICONE .- .o It _ 21 GLAZING DETAIL 3/4"OVERLL THICKNESS IGU �� g C aI I I) REINFORCEMENT L& L © 22 RNFCHK FIXED REINFORCEMENT ALUMINUM6063-T5 2 © CPI 23 RNFVNT VENT REINFORCEMENT ALUMINUM6063-TS SASH UTE SHOWN 24 8632.1 TSH T-BAR REINFORCEMENT ALUMINUM 6063-T5 AT SILL. MEETING BALANCE AND TILT COMPONENTS RAIL AND JAMBS SIMILAR. 25 700 SERIES BALANCE(CONSTANT FORCE) NOT SHOWN 26 728 PIVOT LOCK SHOE(1.292"x.562") NOT SHOWN 27 275 PIVOT BAR NOT SHOWN GLAZING DETAIL A 28 9637 ANCHOR NOT SHOWN 29 76800/76900 TILT LATCH ASSEMBLY NOT SHOWN INSTALLATION COMPONENTS Room J Arboruso v E NOTES: 30 6384 SILL CLIP PVC Fronde P E No 49752 1. A MINIMUM OF TWO (2) NEOPRENE SETTING BLOCKS WITH 31 8864 SNAP-ON FLANGE PVC Digitally 70 TO 90 SHORE A DUROMETER HARDNESS ARE signed by REQUIRED AT BOTTOM (SILL) OF GLAZING LITES MORE ""ts THAN 3 FEET IN WIDTH. s,,,,,!.,.;;;-0. ..t:..,,,s,4DP ��,.,� Robert J 2. AS-TESTED IGU SYSTEM SHOWN. SUBSTITUTIONS ARE ,•.t "°'°"a .'.a Amoruso ALLOWED IN ACCORDANCE WITH AAMA/WDMA/CSA 101/I.S. =9 $4F ;'W�f Date: 2/A440-11, SECTIONS 10.2.3.2 AND 10.2.3.4. SEE SHEET 1 43,6;;.isi. 2019.12.11 FOR DETAILS RELATED TO WINDOW SIZE/GLAZING 15:18:53 DETAIL/DESIGN PRESSURE. -05'00' =_ (,.... # 5 ( 1 :3.7 . 1 RENAISSANCE WINDOWS AND DOORS SERIES 8500 VINYL SINGLE HUNG WINDOW INSTALLATION ANCHORAGE DE'T'AILS e W INSTALLATION NOTES X M GENERAL NOTES: a 1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN 1.THIS PRODUCT HAS BEEN TESTED,EVALUATED AND DESIGNED TO THE CURRENT EDITION OF TIIE FLORIDA BUILDING CODE.TESTING'WAS THIS PRODUCT EVALUATION DOCUMENT.ANCHOR EMBEDMENT AND EDGE ._.. CONDUCTED IN ACCORDANCE WITH AAMAANDMAJCSA 1015.5 2/A440.08 AND 11. DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, ` FOAM,BRICK VENEER AND SIDING. 2.THE PRODUCT DETAILS CON!AWED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO.NCTL•210-4105.02 AND ASSOCIATED y LABORATORY DRAWINGS BY NATIONAL CERTIFIED TESTING LABORATORIES. 2. SEE:NSTALLATIONANCHOR SCtIEDUL,F ON SHEET 2 FOR TYPE AND GRADE OF y ANCHOR.AND/OR MANUFACTURERS ANCHOR SPECIFICATIONS,INCLUDING 0, m 3.THIS PRODUCT EVALUATION DOCUMENT IS NOT FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVliZ). MINIMUM NOMAINALSIZE,MINIMUM EMBEDMENT INTO SUBSTRATE ANL)MINIMUM 0 2 4,ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING FRAMING SUBSTRATES AS A MAIN WIND FORCE EDGE DISTANCES. U I 1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO p RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE EDGE OF STRUCTURAL SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR 4c2ZOu. Y w g k RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF OF THE FENESTRATION PRODUCT. 0 R 2i /" RECORD FOR THE PROJECT OF INSTALLATION. 2.2. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WIND 81-Z2 FORCE RESISTING SYSTEM SUBSTRATE. 0 OC^ ~ 5.1X AND 2X BUCKS(WIZEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK 0 a 2N DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS 3 SEE SHEETS 5 THROUGH 7 FOR SPECIFIC ANCHOR INSTALLATION DETAILS. 3 Q w�u > P-- THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. Z 4.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION .u`�Z # Z 6.WHEN INSTALLED IN LOCATIONS WHERE WINOBORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THIS PRODUCT REQUIRES OPENING s I5 PROTECTION IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE USING AN APPROVED IMPACT PROTECTION SHOWN. 3 1 g aF DEVICE. 5.ANCHOR QUANTITIES AND PACING I EMBEDMENT AND EDGE DISTANCE 8 .5S a F 5.1. THE NUMBER OF INSTALLATION ANCHORS IS BASED ON TIIE MAXIMUM END yy 7.SITE CONDITIONS NOT COVFRFD IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS BY A DISTANCE(ED)4ND THE MAXIMUM ON CENTER(0.0.)SPACING PLACEMENT g.a P 4 LICENSED PROFESSIONAL ENGINFFR OR RR3ISTERED ARCHITECT AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. OF ANCHORS IN ACCORDANCE WITH ELEVATIONS ON SHEETS 3 AND 4. 635, L' W 5.2. END DISTANCES AND O.C.SPACINGS LESS THAN THAT SHOWN IN THE vi r{ 8.WINDOW FRAME MATERIAL:VINYL(PVC). ELEVATIONS ON SHEETS 3 AND 4 ARE ACCEPTABLE. a 9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300"08e. 5 3. FOR WINDOW SIZES SMALLER THAN THOSE SHOWN,ANCHOR QUANTITIES a MNP 2`5Es CAN BE REDUCED WHILE MAINTAINING EDGE DISTANCE AND O.C.SPACING Z.I n NV 10 DESIGNATIONS'X'STANDS FOR OPERABLE LITE/SASH AND'O'STANDS FOR FIXED LITE. ANCHIREQUNTS Q . B SA. ANCHOR QUANTITIES AND SPACINGS SHOWN ARE BASED ON THE LOWER OF w `; Y3 11. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY.WATER PROOFING OF THE INSTALLED WINDOW IS NOT PANT OF THIS PNC.MOH SPACING USED IN TESTING OR REOURED By LOADING AT DESIGN ill Z �` fi- INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT of THE MANUFACTURER AND/OR THE INSTALLER. PRESSURE. (3 ‘i,S,S. SEE EMBEDMENT AND EDGE DISTANCE DESCRIPTION ON SHEET 2, 6. MAXIMUM ALLOWABLE SHIN THICKNESS IS 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS SHIM(S)SHALL BE CONSTRUCTED OF WOOD COMPOSITE,HIGH DENSITY PLASTIC OR SIMILAR LOAD SEARING MATERIAL. -,. 7.FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION TABLE OF CONTENTS ANCHORS INTO MORTAR JOINTS. SHEET SHEET DESCRIPTION 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 1 GENERAL NOTES.INSTALLATION NOTES,TABLE OF CONTENTS MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE Rabert4 Arwmpo.F E USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH f Wynn p E N,,,4012 2 ANCHOR SCHEDULE-EMBEDMENT AND EDGE DISTANCE SPECIFIED IN THE AISTALLAT(ON ANCHOR SCHEDULE ON SHEET 2, __ ____... ._.- Digitally 3 53"x 63'WINDOW ELEVATION/NAILING FIN(FIN FRAME)ANCHORING LAYOUT g y 4 53"x 63"WINDOW ELEVATIONITHROLIOH FRAME ANCHORING LAYOUT PERFORMANCE RATING signed by 5 NAILING FIN(FIN FRAME)INSTALLATION 4.1 9":-''+L Robert J GLARING DETAIL 4"+ow 2 6 THROUGH FRAME INSTALLATION W';FLANGE MAXIMUM WINDOW SIZE (SEE SHEET B) DESIGN PRESSURE(PSF) IMPACT RATING r`_1 ,— @ Amoruso 7 J THROUGH FRAME INSTALLATION ---- r.1':`T n c+ `4.p Date: NOMINAL 53'x 63' A +A 35 NONE -R./ER( r°rS 2019,12.11 8 GLAZING DETAILS AND BILL OF MATERIALS ISOM) SEE NOTE 6 rEVEZ,,,,N -- 15:18:53 -05'00' INSTALLATION ANCHOR SCHEDULE __ MIN. MIN.SPACING(IN) O INSTALLATION FASTEN ERNEAD FASTENER MANUFACTURER AND/OR MIN.EDGE TYPE SECTION VIEW SUBSTRATE EMBEDMENT BETWEEN FRAME ANCHOR CAPACITIES BASED ON 9 TYPE SIZE SPECIFICATION (IN) DISTANCE(IN) clo ANCHORS .v St CONCRETE ITW TAPCONS(1.) I 11/8 3 MIN.2500 PSI CONCRL0 i- U HEX HEAD i/;t," STRENGTH CONFORMANCE TO O THROUGH SECTION A,B&C MASONRY(BLOCK/CMU) JEW TAPCONS(1) 1 2 3 ASTM C-90,MEDIUM WEIGH! ir I RAMP.ANCHOR (SHEETS 7) ANSI B18.6,1 (WOOD SCREW)(2) D r PAN HEAD NO.10 WOOD GRADE 2 EQUIVALENT 13/& 3/4 21/2 WOOD WITH A MINIMUM ASME 818.6.4(TAPPING SCREW)(2) SPECIFIC GRAVITY OF 0.47. ` GRADE 2 EQUIVALENT CONCRETE I1W TAPCONS(1) I 1-1/8 3 MIN.2500 PSI CONCRETE m m HEX HEAD 3/16" ______.— .- ..._....__ .—.__._..._.. -- w SNAP-ON --.__.__.. ._. -.__.__._ STRENGTH CONFORMANCE TO Z FLANGE WITH SECTIONA,8&C MASONRY(BLOCK/C.MU) ITW TAPCONS(1) 1 2 3 ASTM C-OD,MEDIUM WEIGHT OOm THROUGH (SHEETS G) ANSI 818.6.1 (WOOD SCREW)(2) Pt 25 FRAME ANCHOR GRADE 2 EQUIVALENT WOOD WITH A MINIMUM 6 i }1 A PAN HEAD No.10 WOOD - 1.3/8 3/4 2 1/2 cC,77 O ASME 81GR8AQ4(TAPPING 2 PINGLSCREW)(2) SPECIFIC GRAVITY OF 0.47.ENT 6 a Z0 ANSI$18 6.1(WOOD SCREW)(3) Pt u.,2:-4 N NAILING FIN SECTION A,B&C GRADE 2 EQUIVALENT _ WOOD WITH A MINIMUM ?1,j tt .` z PAN HEAD No 9 WOOD 1-5/8 1/.1 I d_J.. A 1 i, ANCHOR (SHEETS 5) ASME 818.6.4(TAPPING SCREW)(31 SPECIFIC GRAVITY OF 0.42. Z -+.. GRADE 2 EQUIVALENT I7.1 NOTES: w cC -7 1)WHEN ITW TAPCONS ARC OSLO FOR CONCRETE/MASONRY INSTALLATION,THEY SHALL BC TILE ADVANCED THREADFORM TECHNOLOGY TYPE. ‘6) Q/^�2 Qg, •F'�+ 3 G l .{r 2)FOR WOOD SCREW INSTALLATION INTO WOOD SUBSERATE;IF SPUTTTNG ISACONCERN,DRILL 0,090"PILOT HOLE(DRILL SIZE 43).FOR TAPPING SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPLITTING IS ACONCERN,DRILL a i w] 0.121"PILO f HOLE(DRILL SIZE 31). 3)FOR WOOD OR TAPPING SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPLITTING IS A CONCERN,DRILL 0.082"PILOT HOLE(DRILL SIZE 45). N� IFtS U . +ia 2X WOOD FRAMING. SEE EDGE H 4 ANCHOR SCHEDULE ON r" EMBEDMENT SHEET 2 FOREDGE EDGE DISTANCE 4 DISTANCE DISTANCE SUBSTRATE VARIES. SEE EDGE SUBSTRATE VARIES. SCE REQUIREMENTS, ANCHOR SCHEDULE ON DISTANCE1 ANCHOR SCHEDULE ON I REQUI 2 FNP. / REE2 ENR REQUIREMENTS. ' / REQUIREMENTS. EDGE DISTANCE '�IiI / EMBEDMENT I. ,�,. ' EDGEDISTANCE AI�Ar , EMBEDMENT r I i '114 _,IW..r R',S J Ann PF.. j `„ � T. Finial V.L:.N.49752 INSTALLATION ANCHOR. SEE ANCHOR "1 SCHEDULE ON SHEET 2 FOR INSTALLATION ANCHOR. SEE I Digitally -(-L( REQUIREMENTS INCLUDING SIZE, TYPE, ANCHOR SCHEDULE ON SHEET 2 I INSTALLATION ANCHOR. SEE ANCHOR signed EMBEDMENT AND EDGE DISTANCE. T---- 1 FOR REQUIREMENTS INCLUDING SCHEDULE ON SHEET 2 FOR g by I I; SIZE, TYPE, EMBEDMENT AND (1REQUIREMENTS INCLUDING SIZE, TYPE, m�uN l�W Robert J EDGE DISTANCE. EMBEDMENT AND EDGE DISTANCE. ".ti E "F�-...•A' /A v `t; N'rS0'6+6 - Anoru so EMBEDMENT AND EDGE DISTANCE EMBEDMENT AND EDGE DISTANCE, EMBEDMENT AND EDGE DISTANCE I�y�+�}.�^ a NAILING FIN FRAM!INSTALLATION ._"__�_ "' , i4 or Date: 1'HROl1CIl-FRAME INS-I AI.LAT'1UN -SNAP-ON FIANCE THRO6'CTH,FRAME INSTALLATION ��T"'' F 4.4%At..:1,-. 2019.12,11 15:18:53 -05'00' r ' NAILING FIN INSTALLATION ANCHOR w A SHOWN. SEE ANCHOR SCHEDULE ON 34" MAX. (TYP.) SHEET 2. 4/i" MAX. (TYP,) I 7 4D1C. , ) f♦ DENOTES FIN FRAME It W 4,-1" 0L (TYP, ANCHOR LOCATION 1.-- (..) 6 e • ___ • s • w • a i''1;' I Q. B • } Q -—.__-____1 oa J ` �. 3 o 7" O.C. SPACING 0lo LD Ni oo "i .n +/-1" TOL. (TYP.) N z tr>- .. A $1coi� 48 1/4" FIXED LITE $ s 0 . WIDTH 01.0. w > LL l'!" a i _. 1( 1 g . — // .� — �� 1,1$ W$W o 5t ter U E o // 47.325" SASH 1111 3y z 1 o ^ai WIDTH D.L.O, i.,, "vS °� 11 k-f 4" O.C. SPACING CENTERED ABOUT MEETING/LOCK RAIL • M d A CENTERLINE _ 'It L +1" TOL (TYP.) (TYP.) v�o „,,,t,� To h§ . r 4 __! yrs n= 115'24 1i" MAX, (TYP.) • i • f 1 I [1......ammir - 50 1/2" PoOort J Atom.P F MAX. 211" MAX. (TYP.) SASH WIDTH worn PF No.447O2 53 1/8" "' Digitally MAX. FRAME WIDTH signed by SERIES 8500 VINYL SINGLE HUNG WINDOW - 35 PSF DESIGN PRESSURE "'� 'r;„. &� Robert J _: »"L'R 'A'\Anioruso EXTERIOR VIEW ' ,_.}._ 53"X 63' NOMINAL SIZE -GLAZING DETAIL A = > J Date: Ve,?,.,Ln;^,.o r 2 01 9.12.1 1 NAILING FINE(FIN FRAME)ANCHOR INSTALLATION "o w" °� 15:18:53 -05'00' A , 15" 0.0, SPACING, A A T-IROUGH-FRAME INSTALLATION +/-1" TOL. (TYP.) ANCHOR SHOWN. SEE ANCHOR a 4" MAX. (TYP.) r— 6 7 SCHEDULE ON SHEET 2. lir T _ 7 I- ry DENOTES THROUGH FRAME 0 6 J ►ANCHOR LOCATION a 7) Bi 1cd • 6 10Q Qo m v 12 1/2" 0.C. SPACING, +/-1" TOL. (TTP.) / N Q 48 1/4" FIXED LITE � '" p `r Zw 1 WIDTH D.L.O. a l l gg 0 h- 2 g J ' , ¢ 47.325 SASH r- LU ^ P WIDTH D.L.O. �u t 5" 0.0. SPACING z qCENTERED ABOUT �MEETING/LOCK RAIL — t�w I CENTERLINE 1 0 i a 1 0 , :�' +/- 2" TOL. (TYP.) •. •• ` ' i gs m 52 ,h x la ,`, "" ANCHORS NEAR N R ,°_ i, MEETING RAIL SHALL BE C LOCATED AS REQUIRED 6 V i TO FACILITATE INSTALLATION. 4" MAX. (TYP.) _� _ ` �I EA _ ..... SILL ANCHORS TO BE INSTALLED USIVG ITEM NO. 30 SILL CLIP. SEE 50 1/2" SECTION A. SHEETS 5, 6 Rulon J.wnor"w,P.e. MAX. SASH WIDTH-` a AND 7 FOR DETAILS. flo d.PE 471 Digitally 53 1/B" s. signed g by MAX. FRAME WIDTH �" ;ayN Robert J SERIES 8500 VINYL SINGLE HUNG WINDOW - 35 PSF DESIGN PRESSURE ``'°: \'';1 Amoruso ik EXTERIOR VIEW 3i i,Ai - J Date: 53"X 63'NOMINAL SIZE -GLAZING DETAIL A 11'4i;.;46,;: ,:,?,„ 2019.12.11 THROUGH-FRAME ANCI-NOR INSTALLATION 15:18:53 -05'00' SEALANT BETWEEN FIN 2X WOOD FRAMING. SEE AND 2X WOOD \ 2X WOOD FRAMING. SEE ANCHOR SCHEDULE ON FRAMING BY OTHERS ANCHOR SCHEDULE ON / SHEET 2 FOR o SHEET 2 FOR EXTERIOR FINISH REQUIREMENTS. d, BY OTHERSI REQUIREMENTS. INSTALLATION ANCHOR. SEE x �r / ANCHOR SCHEDULE ON SHEET 2 g PERIMETER. FOR REQUIREMENTS INCLUDING w SEALANT BY J __. SIZE, TYPE, EMBEDMENT AND p N OTHERS 1/4" MAX. EDGE. DISTANCE a u SHIM 1/4" MAX, SHIM (.._____fa,_ . co INSTALLATION ANCHOR. __^P INTERIOR x SEE ANCHOR SCHEDULE S ON SHEET 2 FOR 'j REQUIREMENTS INCLUDING . �U F i SIZE, TYPE, EMBEDMENT �� $ 8� AND EDGE DISTANCE. _`� 0 ,,,,,..& o ,. \_ of z o EXTERIOR FINISH _ Z. is 14 BY OTHERS C rS " ` f RI _�vv M I- SEALANT BETWEEN FIN AND 2X WOOD g' Map 23 EXTERIOR o w v' �n iyAlif FRAMING BY OTHERS o n �, 22 s MI PERIMETER 'S fez 'g n SEALANT BY FIXED LITE HO_RIZOINTAL y °5E c : a g§? '- SCREEN -- OTHERS !! (;ROS.C! SES I'I(?N - e s �`7 NAU,INIGFINFRAMPINS'EALLATION g EXTERIOR INTERIOR 2X WOOD FRAMING. SEE �Y.%3 ANCHOR SCHEDULE ON N ,J,a4. SHEET 2 FOR -- INSTALLAIION ANCHOR. SEE IS`:- REQUIREMENTS. $ REQUIREMENTS. f ANCHOR SCHEDULE ON "k e awl' r// SHEET 2 FOR `121hg SCREEN-•-- r '1 ', REQUIREMENTS INCLUDING q SIZE, TYPE: EMBEDMENT F Eil I ?I� AND EDGE DISTANCE. © 0-- g 'f 1/4" MAX. t ..- 1/4" MAX. SHIM PERIMETER SHIM SEALANT BY � - OTHeks _� 0 70 INTERIOR SEALAN BETWEENAND 2X FIN ~ �: r Ei RAMINE. ERTS. (�` awortl Amcnn:o.RE, Florida F.r:No 49752 EXTERIOR FINISII EXTERIOR FINISH BY OTHERS BY OTHERS �'� I 79 rtj Digitally Fr• signed by INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE "� Robert i SEALANT BETWEEN FIN 'Wit"a ON SHEET 2 FOR REQUIREMENTS INCLUDINGx .YGb+dN a4 AND 2.X WOOD aA ' SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. 10 / xe*>a FRAMING BY OTHERS SCREEN A Amorusn / EXTERIOR :AKin 4V Date: ()VERTICAL CROSS SECTION PERIMETER `"!px,pl•'+a NAILINC ION FRAME.,INSTALLATION SEALANT BY SASH LITE HORIZONTAL �*�' �� 2019.12.11 OTHERS 15:18:53 CROSS SECTION 05'00' NAILING FIN FR ANT INSTALLATION SUBSTRATE VARIES. SEE SUBSTRATE VARIES. SEE A ANCHOR SCHEDULE ON ANCHOR SCHEDULE ON EXTERIOR FINISH ' SHEET 2 FOR SHEET 2 FOR F:..) yABY 01 HERS REQUIREMENTS. REQUIREMENTS. 4 INSTALLATION SEE ANCHOR SCHEDULE ANCHOR. INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE ON SHEET 2 ON SHEET 2 FOR r PERIMETER Al REQUIREMENTS FOR REQUIREMENTS INCLUDING U Lu SEALANT BY SIZE, TYPE, EMBEDMENT AND OTHERS ++ INCLUDING SIZE, IYPF., ...._EDGE DISTANCE, EMBEDMENT AND EDGE Ir o 1/4" MAX. DISTANCE. 1/4" MAX. SHIM a fills SHIM r r SEALANT SEALANT BETWEEN >\ 11 0 INTERIOR a a O� BETWEEN FRAME AND SUBSTRATE FRAME AND BY OTHERSabl�• SUBSTRATEWO 01 5 .� t BY OTHERS 1- 0 © $0 EE oEXTERIOR FINISH $ „,,§ cl_c. > z A tiIiiiw BY OTHERS ' 1:. i•','' € < ,,.. ,4.2,, <,..„.„,..,... :111,I,......_ ® PERIMETER .31 EXTERIOR Z 22 �� z i _.., , *� SEALANT BY II 0 ..,__ 7 OTHERS FIXED LITE HORIZOIN'I'AL N!igpp§ a_i SCREEN 0 .� CROSS SECTION g54., 1'k THROUGH-PILAW:INSTALLATION W y EXTERIOR IN'I'ERK)R SUBSTRATE VARIES. SEE SNAP•ON FLANOF 'o %1E4 ANCHOR SCHEDULE ON 0 SHEET 2 FOR INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE 144 REQUIREMENTS. ON SHEET 2 FOR REQUIREMENTS INCLUDING SCREEN © SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. Mg kill III`�'l�r� SEALANT BETWEEN FRAME AND SUBSTRATE BY OTHERS Q �s_ll SEALANT BETWEEN A 1/4” MAX. SHIM 1T ®r 1/4 MAX, SUBSTRATEal BY , 0 INTERIOR PERIMETER �� '� �� SUBSTRATE VARIES. SEE OTHERS �Ail— SEALANT BY AANCHOR SCHEDULE ON iOTHERS SHEET 2 FOR R NI REQUIREMENTS. 1••Ili,. ��EXTERIO Fl SH { EXTERIOR FINISH cR BY OTHERS / BY OTHERS i, ploMe P.S.l10.<8772 I . , .f:, �r-, 0 Digitally INSTALLATION ANCHOR, SEE ANCHOR SCHEDULE `� signed by ON SHEET 2 FOR REQUIREMENTS INCLUDING PERIMETER ® r �,,,�"'uucs'<a il0bert 1 SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. � SCREEN a ,-:•;d'd"a��.�.ao SEALANT EXTERIOR Y;{ k9'R�n Amoruso 431VERTICAL CROSS SECTION = t s F f. Date: THROUGH-FRAME INSTALLATION5�"'''` %e ()SASH LITE HORIZONTAL �Ay�YlN I.1.p f 2019.12.11 SNAP-ox FI.ANUL CROSS SECTION "'.""""� 15:18:53 TI IROUCIH-FRAME INSTALLATION -05 SNAP-ON FLAYGE 00 • SUBSTRATE VARIES. SEE , r SUBSTRATE VARIES SEE ANCHOR SCHEDULE ON SHEET 2 FOR ANCHOR SCHEDULE ON Q SHEET 2 FOR REQUIREMENTS. ch REQUIREMENTS. INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE • , I, ON SHEET 2 FOR REQUIREMENTS INCLUDING Zs- EXTERIOR FINISH HER.S 10° SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. v A � uJ 1/4" MAX. SHIM PERIMETER 1 , \r _ _ 1/4" MAX T SEALANT— PIN SEALANT BY SHIM BETWEEN ` OTHERS FRAME AND `1/4 SUBSTRATE ____1INSTALLATION ANCHOR. rL�\ 1 . r") SEE ANCHOR SCHEDULE: BY OTHER la� `� ON SHEET 2 FOR \ 8 i o 2 REQUIREMENTS INCLUDING SIZE, TYPE, wQ ;O EMBEDMENT AND EDGE _^� DISTANCE. EXTERIOR FINISH ~-- ra `� • SEALANT BY OTHERS � •.� w¢ y �� BETWEEN EXTERIOR ;<; .1 Z -; MN FRAME AND — -- 8!I a a I -`�1 SUBSTRATE PERIMETER z f- `$ !, 4 - z3 BY OTHERS SEALANT BY Alk FIXED LITE HORIZOINTAL © rt',- --�T OTHERS w q � .4-- :yE Q CROSS SECTION ��aLL IgA I ' 'I11ROwH-FRAMG INSI'ALLA CION i_2.6 E # SCREEN— .'I. 7 € INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE Fe w EXTERIOR INTERIOR ON SHEET 2 FOR REQUIREMENTS INCLUDING SUBSTRATE VARIES. SEE SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE, i,• ANCHOR SCHEDULE UN o'll f1 SHEET 2 FOR 1/4" MAX. SHIM 0 F \,, L REQUIREMENTS. f SCREEN---, \4!Ii Il L \ Niok 0 INTERIOR ._, ahl -.,..,ar. ___/' PERIMETER -•--- 30 t/4" MAX. SEALANT BETWEEN FRAME — liblk ' I u SEALANT T H BY it.. - l r.-1 SHIM AND SUBSTRATE BY OTHERS "I SEAT ANT SUBSTRATE VARIES. SEE I i BETWEEN FRAME , 8 rdnnd wrovaa•PE. AND SUBSTRATE ANCHOR SCHEDULE ON `� FWrWaPH.Mo 40752 SHEET 2 FOR 1 OM BY OTHERS REQUIREMENTS. Digitally ( EXTERIOR FINISH - y Y is `� BY OTHERSA C� signed by ExrERIQR SCREEN EXTERIOR e�P';4crg"a+ Robert FINISH BY f y c OTHERS INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE PERIMETER /,f " mora 41 Amaruso ON SHEET 2 FOR REQUIREMENTS INCLUDING SEALANT BY Alik SASH LITE HORIZONTAL " I ''T SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. OTHERS 4Date: CROSS SECTION `t�', ,. %.,f4� '„, :=`,. 0 '»;ie 2019.12.11 QVER'I'ICAI.CROSS SECTION THROUGH-FRAMFTNSTALLATION 15:18:53 © TTIROUGH-FRAME.INSTALLATION _05'00, BILL OF MATERIALS 8500 SERIES SH BO_M_ NO. PARTNO. `�� DESCRIPTION „_ REMARKS 1 7867 JAMB PVC `S ,_ 2 7868 �� HEAD PVC �� 3 --- 7869 SILL PVC c 4 7863 VENT RAILTILE_ PVC r I. 2 5 7866 VENT RAIL PVC ., .Ilin � 6 7864 FIXED INTERLOCK PVC `^ cc1/2" GLASS BITE AIS ® 7— WIN __ 7869 �� VENT INTERLOCK PVC a I FIXED LITE 8 6177 �� GLAZING BEAD PVC SHOWN Al HEAD. 9 STGBLK SETTING BLOCK NOT SHOWN . d' 3/4" OVERLL THICKNESS IGU: LOCK RAIL AND 10 7871 _ SCREEN LOCK OPTIONAL 1/8" ANNEALED x DURALITE SPACER x JAMBS SIMILAR. 1/8" ANNEALED ® - __._,__ HARDWARE __ 12 9208 BASE NOT SHOWN 7."E2 . 13 9202 LEVER NOT SHOWN m2 %s w GLAZING DETAIL A 14 SHLK�— CAM 8 a } A d 15 SHLKKPR _KEEPER 0 k•L.`io 16 677204 _ CAM LOCK(OPTIONAL) _ USED IN DP50 TEST z a M =,_, a 17 677133 KEEPER(OPTIONAL) USED IN OP50 TEST 0.a LL- L 2 z 3/4" OVERLL THICKNESS ICU: — 0, � € LL 18 110•5fMRBLCK MEETING RAIL BLOCK Apply 7864 to 79887-Bar $o.-, 1/r ANNEALED x DURALITE SPACER x z- - - 1/8" ANNEALED WEATHERSTRIpPNG § Z. REQ 19 I -�_ _ WEATHERSTRIP .187x.270FIN PILE p4 w o 50 4lb GLAZING _ > ® 204 FOAM TAPE BACK-BEDDING _ a i-' r♦ S R 0 1/2" GLASS BITE 208 SILICONE a r„� 21 GLAZING DETAIL A 3/4"OVERLLTHICKNESS IGU � 'uti' �' ii I3--.. �I*Illi REINFORCEMENT 11 4 `: 0 22 RNFCHK FIXED REINFORCEMENT ALUMINUM 6063-T5 I 23 RNEVNT VENT REINFORCEMENT ALUMINUM6063-TS SASH LITE SHOWN r AT SILL. MEETING BALANCE AND 7117 COMPONENTS _ 1-_.__ � RAIL AND JAMBS SIMILAR, 25 700 SERIES BALANCE(CONSTANT FORCE) ^ NOT SHOWN 26 728 PIVOT LOCK SHOE(1.292"x.562") NOT SHOWN 27 275 PIVOT BAR NOT SHOWN _ GLAZING DETAIL A 28 9637 ANCHOR NOT SHOWN 29 76800/76900__ _ TILT LATCH ASSEMBLY NOT SHOWN INSTAUATION COMPONENTS NOTES: Robert e.Ammon v.t. 30 6384 SILL CLIP PVC l aPE.No'V62 1. A MINIMUM OF TWO(2)NEOPRENE SETTING BLOCKS WITH 31 8864 SNAP-ON FLANGE PVC 70 TO 90 SHORE A DUROMETER HARDNESS ARE -._� -- Digitally REQUIRED AT BOTTOM(SILL)OF GLAZING LITES MORE signed by THAN 3 FEET IN WIDTH. el a *4 Robert) 2. AS-TESTED IGU SYSTEM SHOWN. SUBSTITUTIONS ARE :' �1 LAL�� Amoruso ALLOWED IN ACCORDANCE WITH AAMA/WDMA/CSA 101/1.5. t. \1r=TrrAi Date: 2/A440-11,SECTIONS 10.2.3.2 AND 10.2.3.4. SEE SHEET 1 '10,49i”.9•';,-„er FOR DETAILS RELATED TO WINDOW SIZE/GLAZING � w� 2019.12.1 1 15:18:53 DETAIL/DESIGN PRESSURE. -05'00' ii 9 RENAISSANCE WINDOWS AND DOORS " SERIES 8500 VINYL XO-OX HORIZONTAL SLIDING WINDOW S INSTALLATION ANCHORAGE DETAILS F- q GENERAL NOTES: INSTALLATION NOTES: W Si 1.THIS PRODUCT HAS BEEN TESTED,EVALUATED AND DESIGNED TO THE CURRENT EDITION OF THE FLORIDA 1 PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT EVALUATION a BUILDING CODE TESTING WAS CONDUCTED IN ACCORDANCE WITH AAMA/NWWDA 101/I 5.2-97. DOCUMENT.ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT a 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT 02-46303.03 AND LIMITED TO STUCCO,FOAM,BRICK VENEER AND SIDING. ASSOCIATED LABORATORY DRAWINGS BY ARCHITECTURAL TESTING,INC. 2 SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR,AND/OR • 3.THIS PRODUCT EVALUATION DOCUMENT IS NOT FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) MANUFACTURER'S ANCHOR SPECIFICATIONS,INCLUDING MINIMUM NOMINAL SIZE,MINIMUM EMBEDMENT INTO 3U SUBSTRATE AND MINIMUM EDGE DISTANCES. 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE OF STRUCTURAL pZ 4 ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING FRAMING SUBSTRATES AS A 8 rn O1 s MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT SUBSTRATEINIMUM EITHER THE INTERIOR EBAS DOEXTERIOR R PENETRATIONOTHE FENESTRATION WIND OPRCDUCT. 2.2. MINIMUM EMBEDMENT SHALL BE BASED ON INTO MAIN WIND FORCE RESISTING SYSTEM (2 LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR 0 SUBSTRATE O i REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF � Z LL sffl INSTALLATION. 3. SEE SHEET 6,7 AND 8 FOR SPECIFIC ANCHOR INSTALLATION DETAILS. O}z 0 Ow E s W 5 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO 4.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 4 ao Q 7 THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL 9 w N F ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF 5.ANCHOR QUANTITIES AND SPACING/EMBEDMENT AND EDGE DISTANCE q a N y a U 2 INSTALLATION. 5.1. THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE(ED)AND THE 1-I LL ON 9 2 ' t MAXIMUM ON CENTER(0.C.)SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH ELEVATIONS ON • 2 i Z 6 WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THIS PRODUCT SHEETS 3 AND 4. 0 1 Y g LL REQUIRES OPENING PROTECTION IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE Z R._ USING AN APPROVED IMPACT PROTECTION DEVICE. 5.2. END DISTANCES AND O.C.SPACINGS LESS THAN THAT SHOWN IN THE ELEVATIONS ON SHEETS 3 AND 4 yZX g ARE ACCEPTABLE. g O O F ? 5.3. FOR WINDOW SIZES SMALLER THAN THOSE SHOWN,ANCHOR QUANTITIES CAN BE REDUCED WHILE 2 bS ?a:: 7 SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL Z 0 x-I MAINTAINING EDGE DISTANCE AND O.C.SPACING REQUIREMENTS U q -=', ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED BY y 5.4. ANCHOR QUANTITIES AND SPACINGS SHOWN ARE BASED ON THE LOWER OF ANCHOR SPACING USED IN u7 g—IIS Z THE AUTHORITY HAVING JURISDICTION. TESTING OR REQUIRED BY LOADING AT DESIGN PRESSURE. y S? 8 WINDOW FRAME MATERIAL:VINYL(PVC). 5.5. SEE EMBEDMENT AND EDGE DISTANCE DESCRIPTION ON SHEET 2 i6y 4 6. MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. m2o 1 " 9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-09a SHIM(S)SHALL BE CONSTRUCTED OF W000 COMPOSITE,HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING ? _ u, 10 DESIGNATION"0"STANDS FOR FIXED LITE AND"X"STANDS FOR OPERABLE VENT/SASH LITE. MATERIAL i w i. W 11. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY WATER PROOFING OF THE INSTALLED WINDOW 7. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. F Z� " L. IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S MANUFACTURER AND/OR THE INSTALLER. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 TABLE OF CONTENTS SHEET SHEET DESCRIPTION Robert J Amoruso,P E. Florida PE.N.49752 1 GENERAL NOTES,INSTALLATION NOTES,TABLE OF CONTENTS 2 ANCHOR SCHEDULE-EMBEDMENT AND EDGE DISTANCE Digitally 3 NOMINAL 72"x48" XO/OX WINDOW ELEVATION signed by 4 NOMINAL 72"x 48"FIN FRAME ANCHORING LAYOUT ELEVATION4,. i!ues I"w,0y J,„P..„6". t. , Robert J PERFORMANCE RATING �'). `1a. sf'Q:No 5 NOMINAL 72"x 48"THROUGH FRAME ANCHORING LAYOUT ELEVATION •i',zr a xoxxx, z Date:Amoruso 6 VERTICAL CROSS SECTIONS GLAZING DETAIL so*,ls>ti e9 0. ?Date: MAXIMUM WNDOW SIZE ELEVATION (SEE SHEET 9 DESIGN PRESSURE(PSF) IMPACT RATING A. r 7 HORIZONTAL CROSS SECTION _ _ `4%9Z,pn„L".,Z` 2019.12.05 8 FIN FRAME AND THROUGH FRAME ANCHORING CROSS SECTIONS NOMINAL 72”x 48" NONE 13:52:11 (71-5/8"x 47-5/8") SHEET 3 A +/-40 SEE GENERAL 9 GLAZING DETAIL AND GLAZING NOTES/BILL OR MATERIALS NOTE 6 -05'00' INSTALLATION ANCHOR SCHEDULE _ MIN. MIN.SPACING(IN) INSTALLATION FASTENER HEAD FASTENER MANUFACTURER AND/OR MIN.EDGE TYPE SECTION VIEW TYPE SIZE SUBSTRATE SPECIFICATION EMBEDMENT DISTANCE(IN) BETWEEN FRAME ANCHOR CAPACITIES BASED ON v (IN) ANCHORS x CONCRETE I1W TAPCONS(1) 1 1-1/8 3 MIN.2000 PSI CONCRETE U o Lu HEX HEAD 3/16" STRENGTH CONFORMANCE TO 0 MASONRY(BLOCK/CMU) TW TAPCONS(1) 1 2 3 ASTM C-90.MEDIUM WEIGHT a THROUGH SECTION A,B&C E FRAME ANCHOR (SHEET 6) ANSI B18.6.1 (WOOD SCREW)(2) PAN HEAD No 10 WOOD GRADE 2 EQUIVALENT 1-3i3 4 2 1/2 WOOD WITH A MINIMUM p ASME B18.6.4(TAPPING SCREW)(2) SPECIFIC GRAVITY OF 0.42. GRADE 2 EQUIVALENT SNAP-ON ANSI 818.6.1 (WOOD SCREW)(2) Zw rn M rn FLANGE WITH SECTION A,B&C GRADE 2 EQUIVALENT WOOD WITH AMINIMUM §Q Z 6 PAN HEAD No 10 WOOD 1-3/8 3/4 2 1/2 THROUGH (SHEET 7) ASME B18.6.4(TAPPING SCREW)(2) SPECIFIC GRAVITY OF 0.42. -a FRAME ANCHOR GRADE 2 EQUIVALENT O a n w < g ANSI B18.6.1(WOOD SCREW)(3) 8 Y co'AS 6 PAN WASHER HEADp ,q,w N NAILING FIN SECTION A,B&C GRADE 2 EQUIVALENT WOOD WITH A MINIMUM �aCV2 (0.352"MIN.HEAD No.8 WOOD 1-5/8 1/4 1 <a)Zr 5, N ANCHOR (SHEET 5) DIAMETER) ASME B18.6.4(TAPPING SCREW)(3) SPECIFIC GRAVITY OF 0.42. Ln Q W mz "-:- GRADE 2 EQUIVALENT 5 NOTES: §i:: g 1)WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION,THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE. dz v w ija 454 2)FOR WOOD SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPUTTING IS A CONCERN,DRILL 0.090"PILOT HOLE(DRILL SIZE 43),FOR TAPPING SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPOTTING ISA CONCERN,DRILL 0 ' 0 ,,t! 0.121"PILOT HOLE(DRILL SIZE 31). g _ 3)FOR WOOD OR TAPPING SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPLITTING ISACONCERN,DRILL 0.082"PILOT HOLE(DRILL SIZE 45). x co g� tqK�" d OP V1< . gt 2X WOOD FRAMING. SEE EDGE i ANCHOR SCHEDULE ON EDGE EDGE 1 DISTANCE EMBEDMENT SHEETQI 2 FOR DISTANCE DISTANCE SUBSTRATE ANCHORT 2 SCHEDULEFOR VARIES. SEON EDGE SCHEDULE H 2X WOOD FRAMING. REQUIREMENTS. REQUIREMENTS. ANCHOR ON DISTANCE SEE ANCHOR REQUIREMENTS. 2 FOR / _'.. " i^a�%� REQUIREMENTS. EDGE DISTANCE " ' ........ ,, EMBEDMENT ' � EMBEDMENT I/►ILI�� EDGE DISTANCE '1 , t , .;/ } ....... �/r".�_ :::'�_ , amen n,„«uso:E —�. —'-kri--49 ,Porte P E No 69752 INSTALLATION ANCHOR. SEE ANCHOR CJD SCHEDULE ON SHEET 2 FOR INSTALLATION ANCHOR. SEE Digitally EMBEIREMENTS INCLUDING TINE, TYPE. ANCHOR SCHEDULE ON SHEET 2 INSTALLATION ANCHOR. SEE ANCHOR 9 Y EMBEDMENT AND EDGE DISTANCE. I SCHEDULE ON SHEET 2 FOR signed b FOR REQUIREMENTS INCLUDING g y SIZE, TYPE, EMBEDMENT AND ' REQUIREMENTS INCLUDING SIZE, TYPE, •a•�"ilues'N. Robert J EDGE DISTANCE. EMBEDMENT AND EDGE DISTANCE. "'".i;.9q L _Y, ',""A Amoruso EMBEDMENT AND EDGE DISTANCE EMBEDMENT AND EDGE DISTANCE EMBEDMENT AND EDGE DISTANCE 'os Date: NAILING[IN FRAME INSTALLATION I1IR000I-[[N.ML INSTALLATION SNAP-ON FLANGE II TROUGH-FRAME INSTALLATION �,.,i? o..\ig wk;;'%a„cE�,,.•� 2019.12.05 13:52:11 -05'00' 718" MAX. FRAME WIDTH t . v 35" MAX. SASH WIDTH ► a 1- o U W B A o 6 6 / r0 41, W s �Q ga a „, I _ CD g � Z 3 I W = Z° oS 1 �' _ J= O X kQZ :t `� til s J --401111-- a J J � In jgoW VP r / - - - - \ t -4111 -•r Robert J Amoroso.P E. Florida P E No 49752 31i" MAX. FIXED 0, 32" MAX. SASH _ D.L.O. WIDTH D.L.O. WIDTH Digitally ,aM signed by SERIES 8500 VINYL HORIZINTAL SLIDING WINDOW t,'"7µ �4.1.`,�,".?�q Robert J 1,,f "a °° `�A Amoruso EXTERIOR VIEW-FIN FRAME SHOWN(FOR THROUGH FRAME ANCHORING,FIN IS REMOVED) It a E or ; €Date: .o..t 72"X 48" NOMINAL SIZE SHOWN k'9 aN "m 2019.12.05 OX SHOWN-XO OPPOSITE " 13:52:11 -05'00' • DENOTES FIN FRAME ANCHOR LOCATION –. 71R" MAX. FRAME WIDTH — 4t 6" O.C. SPACING (TYP.) ra, •...-- I- 6 w1. 6" MAX. (TYP.) — 0A NAILING FIN INSTALLATION a 7_1/8" MAX (Tip) 1.. ANCHOR. SEE ANCHOR SCHEDULE ON SHEET 2. 0 za zW A A• Fv. N° . g 88hor . , I , • ihoP 9/az,t°4 - ' hor • 10- zi • r iva L.41 ggW • O I • U JZ 491 Y 6" Q.C. i SPACING (TYP.) T. r 8x Illgg Ln, {.qj 40 W J yy��, F1 i+i — 6" MAX. (TYP.) • I L,;1.1_ r 1 / • • • • • • • • • • • Roper)J Ambufo F E ANCHOR QUANTITY AT MAX. NOMINAL WINDOW SIZE A Flon1e P E No 49752 OF 72" X 48" AT SPACING SHOWN ABOVE ARE: QTY 8opp MAX. (TYP.) — PER JAMB IS SEVEN (7) AND QTY PER HEAD AND 8opp Digitally SILL IS ELEVEN (11). signed by SEE INSTALLATION NOTE 5.3 ON SHEET 1 FOR 171'-r9+4w. Robert DETAILS ON SMALLER WINDOW SIZES. .',"-•EE :"`,A, „ }Amoruso SERIES 8500 VINYL HORIZINTAL SLIDING WINDOW •••••?o. w W Date: 4,,o„,ci:4-'' 2019.12.05 EXTERIOR VIEW(72” X 48" NOMINAL SIZE SHOWN) 13:52:11 FIN FRAME ANCHOR LOCATIONS AND QUANTITIES -05'00' 71 MAX. FRAME WIDTH D DENOTES THROUGH FRAME " ANCHOR LOCATION d v .-- • 8 9/16" O.C. SPACING (TYP.) THROUGH FRAME AND THROUGH FRAME W B Q W/SNAP—ON FLANGE o INSTALLATION ANCHOR. a 6" MAX. (TYP.) — -- 8 8 SEE ANCHOR SCHEDULE V V V V V V - V. ON SHEET 2. 8hor / Z G m B D # 4111 C g 8hor , I Thor 0¢ =0 E .l B � _ I oY,-¢5 <ac.przz a 9) 2 oPp pi ii7-V �� w §,c2 12" O.C. O I wob� ">: SPACING (TYP.) IX a za Ste ` C 1 E I ' .IIri5. I § 1 ., D C 6" MAX. (TYP.) — — _ / ANCHOR QUANTITY AT MAX. NOMINAL WINDOW SIZE OF 72" X 48" AT SPACING SHOWN ABOVE ARE: QTY B C ROEertJ Arnow.PE PER JAMB IS FOUR (4) AND QTY PER HEAD ANDFlorida PE No 49752 SILL IS EIGHT (8). Bopp Bopp SEE INSTALLATION NOTE 5.3 ON SHEET 1 FOR Digitally DETAILS ON SMALLER WINDOW SIZES. signed by ,..4,,;;.44"N Robert J € "^ `A Amoroso SERIES 8500 VINYL HORIZINTAL SLIDING WINDOW =a.. =Date: EXTERIOR VIEW(72" X 48" NOMINAL SIZE SHOWN)WITH FIN REMOVED � t ry :°� 2019.12.05 13:52:11 THROUGH FRAME ANCHOR LOCATIONS AND QUAN I'I I S -05'00' • i ch a I- U W O 1111111.4 9 0 re g : : S Et] 0 I , (.0 � 4:1bL aafi c EXTERIOR INTERIOR <a L, < N _,, 446,3 ` OOI I�I', O png 0 q oimmisamitrbct gni.31 SCREEN �■ © ' N rZW P EXTERIOR )11 . ® INTERIOR L, • RP � � o FhLA LL 'ff . B OX AND XO VERTICAL CROSS 6 SECTION - FIXED Robert J PVnO 0 P E. FIN FRAME ANCHORING CROSS SECTION SHOWN Florida P E No 49752 A OX AND XO VERTICAL CROSS THROUGH-FRAME ANCHORING CROSS SECTION Digitally SAME WITH FIN REMOVED signed by 6 SECTION - VENT �.017;r4 µ'y Robert J �°°�� Amoruso FIN FRAME ANCHORING CROSS SECTION SHOWN '' THROUGH-FRAME ANCHORING CROSS SECTION k',i ' Date: ,t. SAME WITH FIN REMOVED +•;��I;„°° 23:52:1105 13:52:1 1 -05'00' d 06 0 UJ o 8 a o a INTERIOR g z 0 0 0 N 81 ,_ QZ � .,./.4 -1 j ..ii____J • _ C ,L ' 0 ,x1 c, Er' to - lie rig [fit ��7 21.LL m Q 4. Z o iliilii. �... _.rte — g z rt I`!! 4 52 0 gag S- III i�� . 0 o 41) P W F EXTERIOR 0 0 SCREEN dal OX (SHOWN) AND XO (OPPOSITE) Flodae P Nos49752 0 HORIZONTAL CROSS SECTION Digitally ,,,,�� signed by FIN FRAME ANCHORING CROSS SECTION SHOWN pti.y Erpe 4�q Robert J O N.M�¢ THROUGH-FRAME ANCHORING CROSS �Amoruso SAME WITH FIN REMOVED `so: F of.:ter Date: bio„w* ^' 2019.12.05 13:52:11 -05'00' w SEALANT BETWEEN FIN / § AND 2X WOOD �/ 2X WOOD FRAMING. SEE 6 - FRAMING BY OTHERS ANCHOR SCHEDULE ON EXTERIOR FINISH /// / SHEET 2 FOR U P BY OTHERS REQUIREMENTS. w Q. PERIMETER =M-. a SEALANT BY l OTHERS 1/4" MAX. I r III 5 SHIM O INSTALLATION ANCHOR. SEE , °'ANCHOR SCHEDULE ON SHEET 2N FOR REQUIREMENTS INCLUDING EXTERIOR INTERIOR SIZE, TYPE, EMBEDMENT AND EDGEh N DISTANCE. O¢ sh A VERTICAL CROSS SECTION EXTERIOR FINISH """""'� 2X WOOD FRAMING. SEE g Y 42 BY OTHERS ANCHOR SCHEDULE ON <a PI Bir a ' 8 HORIZONTAL SAME _\`�'''`'"' P. SHEET 2 FOR ° m a Z NAILING FIN FRAME INSTALLATION REQUIREMENTS. o g �� Al Qx k PERIMETER SEALANT BY INSTALLATION ANCHOR. O OTHERS —_� / SEE ANCHOR SCHEDULE <z v xa l' 1 4" MAX ON SHEET 2 FOR z� 2 SHIM REQUIREMENTS INCLUDING 5 EXTERIOR E 2X SIZE, TYPE, EMBEDMENT w 0q INTERIOR AND EDGE DISTANCE. v)w tg W SUBSTRATE 0 VARIES. SEE SEALANT BETWEEN FRAMEtill i kili ;.,.... / ANCHOR AND 2X WOOD FRAMING BY LL SCHEDULE ON OTHERS EXTERIOR SHEET 2 FOR 0 VERTICAL CROSS SECTION FINISH BY REQUIREMENTS. OTHERS 8 HORIZONTAL SAME + SNAP-ON FLANGE Y 1 THROUGH-FRAME INSTALLATION PERIMETER 1/4" MAX. J SEALANT BY SHIM OTHERS / I amxi a«uw,a e INTERIOR Florida P E No 49752 EXTERIOR 0 INSTALLATION ANCHOR. SEE ANCHOR Digitally signed by SCHEDULE ON SHEET 2 FOR ✓�MF6�ti B VERTICAL CROSS SECTION REQUIREMENTS INCLUDING SIZE, ,,,P�`.i**O,;.� Robert) ` o, TYPE, EMBEDMENT AND EDGE �'� Amoruso 8 HORIZONTAL SAME DISTANCE. %* l€Date: THROUGH-FRAME INSTALLATION K.':t ,,,o,`O."' 2019.12.05 SEALANT BETWEEN FRAME AND SUBSTRATE BY OTHERS 13:52:11 -05'00' BOM NO. PART NO. DESCRIPTION REMARKS 1 7862 FRAME HEAD, SILLANDJAMBS PVC a 2 7866 STILE PVC 3 7863 RAIL PVC 4 7864 FIXED INTERLOCK PVC w ° ', 5 7865 VENT INTERLOCK PVC O 6 7866 VENT PIVOT RAIL/STILE PVC 1i�' 7 7870 TRACK PVC 1/2" GLASS BITE �'a O • 8 6177 GLAZING BEAD PVC 9 6555 SETTING BLOCK NOT SHOWN 3/4" OVERALL i4 i 6 10 7871 SCREEN LOCK PVC THICKNESS IGU: 0a a 1 HARDWARE c ' 3/32" ANNEALED m o _ x AIR SPACE x 2 12 ROLLER 3/32" ANNEALED zz<,, < v i QaM 13 --- CAM LOCK GLAZING DETAIL A 3 a Z i 14 --- KEEPER Song t 15 --- WEATHERSTRIP .187 x .260 FIN PILE FIXED LITE AT HEAD SHOWN. lii o dg ig GLAZING SILL & JAMBS SAME FOR FIXED N z¢s Ilh`l 16 --- WET GLAZING COMPOUND SILICONE LITE OR VENT/SASH LITE. Lcr h 40gk 17 GLAZING 3/4"OVERLL THICKNESS IGU g DETAIL A 3/32"ANNEALED X AIR SPACE X 3/32"ANNEALED -" g REINFORCEMENT 18 7864.1 FIXED REINFORCING BAR ALUMINUM 6063-T5 NOTES: 19 7865.1 VENT REINFORCING BAR ALUMINUM 6063-T5 1. A MINIMUM OF TWO (2) NEOPRENE SETTING INSTALLATION COMPONENTS BLOCKS WITH 70 TO 90 SHORE A 20 8461 SNAP-ON FLANGE PVC DUROMETER HARDNESS ARE REQUIRED AT BOTTOM (SILL) OF GLAZING LITES MORE THAN 3 FEET IN WIDTH. Ate°da Florida P E No 15752 2. AS-TESTED IGU SYSTEM SHOWN. OTHER SUBSTITUTES ARE ALLOW WHILE Digitally MAINTAINING INDIVIDUAL LITE THICKNESSsigned by ..1';rrr5"w Robert J AND TEMPER. ;��P�sE�S _ t'.1Amoruso ,,oi.. E 0, ai Date: -`+w,`;;onp it 2019.12.05 13:52:11 -05'00'