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HomeMy WebLinkAboutBuilding Permit Application i I ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Nu Q(� Date: yI t3� f3 Permit Number: w Ou ���� Building Permit Application . Planning and Development Services Building.and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential _ .PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line 002 PRO,'POSED IIVIPRQVEII/IENT LOCATION Address: 3°u9 S� S�a r•ll,, �,,/� Legal Description: � - Property Tax ID#: 3��g - 5c�v CU�7 Q Lot No. 30- z•z Site Plan Name: MAW' Block No. X7 roject Name: Setbacks Front Back: Right Side: Left Side: 1DETAILED DESCRIPTION'0MORK 8 = s � :. " �CONSTftUCTION INFORIVIATIOIV za _ Additional wor to be Dertormed under tis permit-c e"Shutters appy: HVAC Gas Tank GasPiping Windows/Doors Electric ❑ Plumbing Sprinklers Generator Roof Roof pitch Total Sq. Ft of Construction: Sq. Ft.of First Floor: Cost of Construction-$ ��� Utilities:Sewer O Septic Building Height: j.OWNER/LESSEE 'Peter A Cafaro III Name. NMcVt�`f� :. �-..R..J.S�� Name:,• _ Address: "394 f!' S�o.+i: 1ko: Ave- Company: Lowe's Horne;Cehters, LLC City: �xSk Lsd� Stater Add ress: :P.O,.Box781993 Zip.Code: x`03.- --. Fax.-;',- City: Orlando State:FL Phone No. "1�2�3'3to 4431 Zip Code: 32878-1993 Fax: E-Mail: Phone No. Zti2-'RFs-3.gC_ Fill in fee simple Title Holder on next page(if different E-Mail: T1�►��w 'Q�lo�+ea_c.��.. from the Owner listed above) State or County License: CGC1508417 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. I SUPPLEMENTAL CONSTRUC ION LIEN,LAW INFORMATION; DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: _<,N of Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: t Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the'permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another.non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your proper Notice of Commencement must be c rded a posted on the jobsite before the first ins ection. I ou in end to obtain financing, consult . Ith le de or a attorney before commencin wor o reco in ou Notice of Commencement. s Signature of Ow a Lessee/Contractor as Ag nt f r Owner Signature f Contractor/License Hold r- STATE OF FL RI A STATE F FLORIDA COUNTY OF range COLIN O Orange The fo,,rggoing i stru nt was acknowledge before me The forg ing i stru ent was acknowledged before me this 15-iay f r�� 20 M by this 13 ay f �`� 20 I by Peter a Cafaro III- Peter A Cafaro III (Name of person acknowledgin ) (Name of pe on acknowledging) I (Signature o Nooary Public-Stat of Florida) (Si ature of Not ry Public-State Florida-) Personal) KnIn x OR Pro c Personally Kno x OR Produced Identification Y Type of Identifica c 'da Type of Identification Produced. Y w,- °` Ricctiboni Commission No. M Commiss )981647 Commission No. ej Notary qytate of Florida �[ Kari M F7icca�om Expires 0512 !2 zo y:_ My.Commission FF 981647 �� ? Expires 05/28/2020 Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS I Product Approval Method Method 1 Option A Date Submitted 06/27/2017 Date Validated 06/27/2017 Date Pending FBC Approval Date Approved 06/29/2017 Summ of Products pApproved Model,Number or Name Description Builders Atlantic Aluminum Sliding Patio Door 72"x 80"(Bypass 2 Track) Certification Agency Certificate use in HVHZ;-Yes FL11109 R7 C CAC NI011111 03.04-R1.Ddf Approved for use o e HV Z:Yes Quality Assurance Contract Expiration Date Impact Resista 0 05/31/2020 Design Press e.+50/-50 Installation Instructions Other: FL11109 R7 II 3ELD0098 RevB.pclf Verified By: Robert J.Amoruso,P.E.49752 Created by Independent Third Party:Yes Evaluation Reports FL11109 R7'AE PER 2089 Rev2.0df Created by Independent Third Party:Yes 11109.2 Premium Atlantic Aluminum Sliding Patio Door 283.5"x 96"Bypass Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes (I..1];].t)9_R7 C_(sl� ...NI0171;50;03_Rt..Ilif Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2020 Design Pressure:+80/-80 Installation Instructions Other: FL111Q9 R7 1I JELDO(395 RevA.ndf Verified By: Robert J.Amoruso,P.E.49752 Created by Independent Third Party:Yes Evaluation Reports FL11109 R7 AE PER 2086 Revl.pdf Created by Independent Third Party:Yes 11109.3 Premium Atlantic Aluminum Sliding Patio Door 283.5'x 96"Bypass and Pocket Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11109 R7 C CAC NI011110-R1 .3 .7.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2020 Design Pressure:+80/-80 Installation Instructions Other: FL11109 R7 II 3ELD0097 RevA.Odf Verified By: Robert J.Amoruso,P.E.49752 Created by Independent Third Party:Yes Evaluation Reports FL11109 R7 AE PER 2087 Revi.Odf Created by Independent Third Party:Yes 11109.4 Premium Atlantic Aluminum Sliding Patio Door 283.5"x 96"Bypass and Pocket Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F1..1.11,09 R7 C CAC,.NS021110.01-R1_;)__4,. f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/28/2020 Design Pressure:+80/-80 Installation Instructions Other:NCTL 210-3382-3(NI011110.02)covers a 3-track FLt]10 R7 li Jf.=(:,QQC,9G Reva.pdf system with a three(3)48"wide panel 142.75"x 96"XXX Verified By: Robert J.Amoruso,P.E.49752 door.This test verifies 3-track systems.This impact glazed Created by Independent Third Party:Yes door is used to verify 3-track system for non-impact Evaluation Reports applications. FL11109 R7 AE PER 2088 Revl.odf Created by Independent Third Party: Yes 11109.5 Premium Atlantic Aluminum Sliding Patio Door 283.5"x 96"Bypass and Pocket Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11109 R7 C CAC NI011110.01-R1 .6.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/28/2020 Design Pressure:+50/-50 Installation Instructions Other: FL11109 R7 II 3ELD0099 RevA R1.0 Verified By: Robert].Amoruso,P.E.49752 Created by Independent Third Party:Yes Evaluation Reports FL11109 R7 AE PER 2090 Revl.Ddf Created by Independent Third Party:Yes � m BUILDERS ATLANTIC ALUMINUM (4500) SLIDING PATIO DOOR O N � NON-IMPACT RESISTANT o �1 o ��a MAX OVERALL WIDTH MAX OVERALL WIDTH w PER TYPICAL ELEVATION � Z PER TYPICAL ELEVATION MAX OVERALL WIDTH MAX PANEL MAX PANEL PER TYPICAL ELEVATION _ u WIDTH PER WIDTH PER MAX PANEL MAX PANEL MAX PANEL MAX PANEL TYPICAL TYPICAL WIDTH PER WIDTH PER WIDTH PER WIDTH PER ELEVATION ELEVATION TYPICAL TYPICAL TYPICAL TYPICAL ALLOWABLE _ a ELEVATION ELEVATION ELEVATION ELEVATION 'v n DESIGN PRESSURES ...3_ ..� .....3-.. .3.... �.....� '`3 +50 PSF N A� c . .- -50 PSF N O 4 4 j % 4 % r4 Q) CD oo Ngo 0 jra,\}7 o=Foy ra a FFvv" GENERAL NOTES Q) w 0 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED a? j C U O X X O X X AND TESTED 1N ACCORDANCE WITH THE CURRENT EDDITION OF I •�'-' ¢?? THE FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE 6� 1 0�o s THE HIGH VELOCITY HURRICANE ZONE,PER TAS 202&ALL > cp^ C rq REFERENCES TO GLASS COMPLY WITH ASTM E1300-04e01 �;r � _ STANDARDS. 3 Q n 3 " 3 3 1 3 2. NO 33-1/3�u INCREASE IN ALLOWABLE STRESS HAS BEEN OX CONFIGURATION XO CONFIGURATION XX CONFIGURATION USED IN THE DESIGN OF TMS SYSTEM. WIND LOAD DURATION U r SHOWN ON SHEET 2 ALSO APPROVED ALSO APPROVED FACTOR Cd=1,0 HAS BEEN USED FOR WOOD ANCHOR DESIGN. m , 3. POSITIVE AND NEGATIVE DESIGN PRESSURES N �� CALCULATED FOR USE WITH THIS SYSTEM SHALL BE F—I m n-z DETERMINED BY OTHERS ON A JOB-SPECIFIC BASIS IN '9 CI E ACCORDANCE WITH THE GOVERNING CODE, 4, THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES «5 NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE 'n o mI) ° 1 Z APPROVED CONFIGURATIONS CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED N.T.S. EXTERIOR ELEV HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECTS ], SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN � CONJUNCTION WITH THIS DOCUMENT. 5PERMIT SHALL VERIFY THE ADEQUACY.OF THE APPROVED CONFIGURATIONS EXISTING STRUHCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUkBY OTHERS)SHALL BE PANELS AND FRAME SIZES TRANSFER­ RANS ERCLOADS TO THEE ISTING STRUCTURED PROPERLY TO 6. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINIUM ALLOY, 1)SHEET 1 SHOWS TYPICAL APPROVED UNLESS NOTED OTHERWISE. CONFIGURATIONS. 7. UNITS GLAZED WITH 3/16-TEMPERED GLASS COMPLY 2)TYPICAL FRAME CONFIGURATION WITH ASTM E1300-04e01 AND ARE NOT IMPAR RESISTANT AND ELEVATION SHOWN ON SHEET 2 WITH REQUIRE PROTECTION DEVICES COMPLYING WITH HVHZ ASSOCIATED ANCHORAGE REQUIREMENTS. REQUIREMENTS WHERE.APPLICABLE. ANCIiOR APPLICABLE TO ALL APPROVED B. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA CONFIGURATIONS. REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL 3)THE MAXIMUM FRAME AND PANEL SIZE PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS, Robert J.AfilOftlSO,P.E. (WIDTH AND HEIGHT)AND THE MAXIMUM INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL FL P.E.No.49752 NUMBER OF PANELS SHALL NOT EXCEED MEET TNF.APPLICABLE REQUIREMENT FOR WIND BORNE DEBRIS THAT OF THE TESTED UNITS. PROTECTION. 9. EXTERIOR SEAM OF FRAME CORNERS SHALL BE SEALED .y ksy WITH SILICONE. q 10. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL, ,"' ' GALVANIZED STEEL,OR STAINLESS STEEL WITH MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. ALL 3/16.0 OR 1/4"O POP RIVETS SHALL BE 5056-1132 ALUMINUM ALLOY OR STRONGER, 11. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE Digitally signed by Robert).Amoruso, PAINTED OR PLATED. P.E. ProbAmu0.Pk.oPIC Product Dsign Group,LLC ou:-Pt P.L.JELDTE No.49751,FBPE Cert.of Auth.No.25935, mail Win dows/DoorslMillwork Ww:2011 03 w09.eR14.04 1)0? 72"MAX DOOR WIDTH 36 3)4"MAX ACTIVE u' n 36 3(4"MAX FIXED—.__ PANEL WIDTH INTERLOCK o + -------- PANELWIDTH 1 172"MIN10 32 3(4"MAX 32 3/4"MAX 3"MAX * I 1 112"MIN. D.L.O. c D.L.O.WIDTH D. O.WIDTH j 3"MAX, 2"MIN. o 0 FDETAIL E CLUSTER SEPARATION v A SHT,2 CENTERLINE OF .HEAD&SILL PANEL TYP,. O MAX 3"MAX a N FROM ENDS ( FROM ENDS i j Fri o 3"MAXMAX TYP. CLUSTER DETAIL A m 4 FROM ENDS �B B FROM ENDSN 33 CO,`CRFTE AND o m WOOD FRAMI+I2X BUCK INSTALLATION N0 t TYPICAL HEAD AND SILT. $Q} c�cA1 N�a wa U .4- ow v1g z = '� G ANCHOR NOTES: r l a 001 o 1 Al B 1. SEE TYPICAL ELEVATION FOR ANCHOR LOCATIONS W E W W w 4 4 d caN o = 4 r AND70R SPACING. J z O • r 22 — t 221 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH > y co "a, �N, p n -I \ MANUFACTURERS'RECOMMENDATIONS• ^--r 4'p y:� Z m d o { 3, ANCHORS MAY BE MANUFACTURED BY ELCO OR ITW. I y I U N c fO X 14"U.C.MAX 4, SEE ANCHOR SCHEDULE THIS SHEET FOR ANCHOR TYPE, > •rte 2 M (o io TYPICAL EMBEDMENT,EDGE DISTANCE AND SUBSTRATE r, -C� O q y REQUIREMENTS. F-+-i �dam' <ul w0 m rn n S. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD O: m Y ^ ^ FRAMING,EDGE DISTANCE OF ANCHORS LOCATED IN rJ W -�,l a CENTER OF NOMINAL 2x(MIN)WOOD STUD SHALL BE 314" 0 -. '00 14"O.C.M v INTO WOOD FRAMING. Q +O' �°o_ TYPICAL in 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES p..� y m E O j 3"MAX A—�{ l/!/ `f: \ �j 3"M STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES, W V c . I FROM ENDS 3 1 //" ` FROM ENDS AX 7. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS c f CERTIFIED HEREIN. M 8. WHERE.EXISTING STRUCTURE IS WOOD FRAMING, + _�.... I EXISTING CONDITIONS WAY VARY.FIELD VERIFY THAT y 4& 3"MAX FASTENERS ARE INTO ADEQUATE WOOD FRAMING3"MAX dM FROM ENDS y FROM ENDS MEMBERS,NOT INTO PLYWOOD. - o' CENIERLINE OF 9. WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PANEL TYP, (2)ANCHORS PER LOCATION,TYPICAL FOR PROPERLY TO TRANSFER LOADS TO THE EXISTING HEAD,SILL,AND IAMBS.SEE ANCHOR STRUCTURE. SEE CLUSTER SCHEDULE BELOW. DETAIL A SHT,2 2-TRACK ANCHOR SCHEDULE-HEAD,SILL AND JAMS FRAMING COMPONENTS TYP.HEAD&SILL MANUFACTURER EDGEDISTANCE ANCHOR CAPACITIES SUBSTRATE TYPE Sim AND)ORSPECIRCARON EMBEDMENT(IN) (IN) BASED ON i TYPICAL ELEVATION 114" ITWATTTAPCONSI'1 1.3.4" CONCRETE MIN,2500 PSI CONCRETE 2 N.T.S. EXTERIOR ELEV 114"(CS)8 NoA4(SS) ELCO ULTRACON to 1-3;4" 1 N2" Rohm P.E.N or497 P.E. EXTERIOR FL . .Na.49752 114' RW ATT TAPCONSt11 1" AND STRENGTH •Digitally signed by MASONRY FIAT /1—INTERIOR CONFORMANCE 70 ASTM (BLOCKfCMU) HEAD 1m G90,MEDIUM WEIGHT PE rt1,Amoruso, 114'(CS)8 No.14(SS) ELCO ULTRACON 1 114" DN:cnRobert J. NO.14 ANSI 818.6.1(WS) 1"EXTERIOR WOOD WITH AMINIMUM ��ce`vq$�� Ammuso,P.C. WOOD 1-112" AND SPECIFIC GRAVITY OF g} ''' ,ag .`rg'E�o=PTCProdua . !6=� x114" ASME BI 8,6.4(TS) 1"INTERIOR 0;55. �"�"s.,_ «-6eop Group,U.0 NOTES: fO N,:€,`c�F :s="i,=F1.P.E.No. k'� '`w"o"A Auth;N�ECeti.of J E L E ELOO CARBOVA N STEEL ICS) OR 10 STAIN-ESS STEE10 L (SS)ESSULT STEEL TWILL BE USEDLL F R OONCORCON SOLAR(SO ALLA3STALLATION X5935, 2j ELW CAF$ON 5T�(CS)OR410 STAPa.ESS STE61(SSjt&TRAGONS WILL BE USED COM1Xx?EIE'M1"ASONRY G�LSTAILATgN. _ email=roberzfaPtc•' corP.com,_us 3}FORWOUD SCJ>EN.S(WS) SR.ITTB4G 6A CONI:EFGJ,DRLL 0.149°(CfYi.L SQE25)PL0T1K7LEfOR NO.14, Date1AI.5A3D9 Windows/Doors/Millwork 4)FORTAPRWGSaTM(TS)FSFLRTMSACa4CB+y DFLL0.165"([FILLSIZE19)FLOTFOL FOR1;A"DA 09.0627-03'00' TYPICAL TYPICAL TOP RAIL B TOP RAIL B N.T.S. VERT SECTION 3 N.T.S. VERT SECTION 3 o m ANCHORS PER ANCHORS PER. llLlyyy� EDGE DIST. ANCHOR SCHEDULE EDGE DIST. ANCHOR SCHEDULE _ o (SEE ANCHOR% ////////j 'v' (SEF.ANCHOR 2"MLN SCHEDULE, 2"M1N. SCHEDULE, SEPARATION% a¢o z SEPARATION SHT 2 °• ' SHT 2) e /EXISTING / r EX15T[NG / ? ��n w /HOTYP.EXISTING � HOST ffiz ST m STRUCTUR TMP EXSTRUCTUREEXTERIOR EXTERIOR 1/4"MAX £ 114"MAX FINISH-/ 4::. -f,LOAD-BEAR(NG '},`- , LOA)-BEARING 00 SHIM HI C14 0 PERIMETERY EI la B 0 PERIMETER / SEALANT BY co o N d O SEALANT BYJ/ OTHERS j y�i 0 o Ld M OTHERS 1 8 U 0 0 n 2 y.C> 8 •�"� so O R 15 } ED°-c N s co 21 21 y C m :7 , z w w 27 SHAWN L z27 SHOWN ? c^�px5' tXgpjpi a i 28 INTERIOR,EXTERIOR w 28 INTERIOR.... ...— s!'W ..i `� f» "_0 i W p^ ¢,0 27H. 28 27 a a 28 15 27 SHOWN 15 27 SHOWN Q G m ao _" m E q 23 NOTE•SEE ANCHOR SCHEDULE AND ANCHOR NOTES 23 W 6 FOR REQUIRED EDGE DISTANCES AND EMBEDMENTS. (� 15 Z8 15 1.0"WIDE X 0.1875"HIGH S i LO"WIDE X 0.1675"HIGH 21 WEEP NOTCH,LOCATED 1" 21 WEEP NOTCH,LOCATED 1" 7 FROM EACH FRAME EDGE. 19 2O $E FROM EACH FRAME EDGE. - SET FRAME SILL IN 18 19 20 SET FRAME.SILL IN 12 CONTINUOUS BED OF (�j� COMTNUOUS BED OF' SEALANT OR 'F/.>+ SEALANT OR CONCRETE CONCRETE 2 12 PERIMETER 12 PERIMETER SEALANT BY SEALANT BY OTHERS OTHERS / y w EXIST1FtG n� HOST INC j w HOST TRUCTURE% j STRUCTURE Robert J.Amoruso,P.E. .EDGE DIS �� �'// /�/j FL P.E.No.49752 EDGE DIST. (SEE ANCHOR 2" IN. j (SEE ANCHOR SEPARATION// 'Digitally z momsy SCHEDULE, ��jj �/j %,5CHEOUL[,. //// P,oberU.Amorvso, /• $}1T'2)• SHT 2) ANCHORS PER P.E. ANCHORS PERON:cn=Robert 1. ANCHOR SCHEDULE E�roro Ammuso,P.E. ANCHOR SCHEDULE 0::P7C Pxodvct -4:i� Uesiyr,Group,LLC, FIXED/ACTIVE ACTIVE/ACTIVE 1y{iN nr*F 49752 FilnCeri.o7 JELD'�VF1� A BOTTOM RAIL c BOTTOM RAIL , rnA;� . Aum:No.25?35, ; 3 N.T.S. VERT SECTION 3 N.T.S. VERT SECTION emap.com emus to cor com,r...US Windows/Doors/Millwork Dace:2015.03.09 04,08:37 41'00' m 'O n 114"MAX 1.14"MAX o LOAD-BEARING LOAD-BEARING o m SHIM 1 INTERIOR fi SHIM M C) o 26 13 4 15 5 17 IS ANCHORS PER N,011/ a a2 zEXISTING a s EXISTING E ANCHOR ,HOST h10S'T 3 v SCHEDULE STRUCTURE STRUCTURE -ANCHORS PER o n 15 4 24 1ANCHOR g a .......... ._. SCHEDULE EMBED, 0 i. EMBED. FIXEDN.7ftf@E PANEL / i C N co on �vCTIVE PANEL Ar a O 0 N EM118ED. 27 SHOWN EMB vi n 28 n N na o co 0 0 N z— �aN 27 SHOWN �as� a Eos Wvu 3 11 17 18 5 28 11 3 °VN N wd Ea--s 0 116 co E of PERIMETER co �c� 1-- _ mn ".�'• PERIMETER SEALANT BY "'a ¢ mF" EA `" Z ..,,.... :.,i..:.;,:...- SEALANT BY OTHERS ....__. ani I —c r ;. OTHERS €NOTE:SEE ANCHOR SCHEDULE AND ANCHORiiOTES EXTERIOR ••' + ';" -2' r� y �°„ 0 � F TTP.EXISTING FOR REQUIRED F.DGE DISTANCES AND EMBEDMENTS. TYP.EXISTING W 00 y !ice wg EXTERIOR EXTERIOR ¢%1�I�.. FINISH FINISH Yom"" u, A BINTERLOCK ACTIVE PANEL JAMB Q � °"° FIXED PANEL JAMB 4 N.T.S. N.T.S. HOR1'L SECTION 4 N.T.S. HORIZ SECTION 4 FiORIZ SECTION CG3 m E 0 c W � t „ O O M Z u p r= 3116-TEMPERED GLASS 3116' 3/16-TEMPERED TEMPERED GLASS IS VINYL WRAPAROUND GLASS CHANNEL GASKET VINYL WRAPAROUND 7116"MIN. 37 CHANNEL GASKET GLASS BITE .7/16"MIN, GLASS BITE J Robert J.Amoruso,P.E. FL P.E.No.49752 29 1 27 i,,T}I '�— 38 D GLAZING DETAIL GLAZING DETAIL RE Diy[alysgtad6pRvbet%LA°°`� ' JELD'� M No. N.T.S. VERT SECTION N.T.S. IG VERT SECTION ON:cn=Robk1.Amoroso;PE:.O--PTC 4 4 Pnnlua Ousigo Gicmp,LIC,ou=rL PE.' No.4575Z FBPE Ce¢.of Auth N..25935, Windows/Doors/Millwork email-rabert eccrnp,com,r=US Date., 01$.G"909:)8.%8.00'00' n � N 6 0 M I (2)CGxl"PFH STAINLESS STEEL SCREWS WITH UNTHREADED GUIDE TIP 7QjN d PER FRAME CORNER a w U u U�6 r �M E-➢ (2)#lUx0.7SU"PHILLIPS PAN m .0 HEAD SHEET METAL SCREWS I CV fir. I o Ch n .I Cfve", Is Ln N b C1 \ y Oa (2)rb10x0.750"PHILLIPS PAN TOP RAIL U pp n 4 HEAD SHEC-T METAL SCREWS .'.y E.p 0 rrb W CD CL p m CN tri ¢a a',f— Z FruneJanlb -M C ewe. {Cf: m E_ 1 Track 0 I C t R< C '° o to Z~ Cna 1 INl f ::::ice PHILLIPS PAN HEAD MACHINE SCREW BOTTOM RAIL I-, @ WHEEL ASSEMBLY �f�nl•+ it�`�� � E9 �t or roll- / I / -..::.........r.:1:.........',r.� 114"-20x0.750" (rooks SEAL Arcus "PHILLIPS PAN HEAD 2 PANEL ASSEMBLY DETAIL Robert J.Amoruso,P.E. MACHINE SCREV! 5 N.T.S. ISOMETRIC VIEW FL P.E.No.49752 Dignalty sipedby Robert AAm,r , i FRAME ASSEMBLY_DETAIL_ P.E. DN:Cn=Ruben J. Or N.T'.S. `• ISOMETRIC VIEW hmoNw 4 f4,t C'u' a: Pmduc PTC PICxJUC[ J E L DWM - s:ua 49712,o.2591 W '''"�wT'„A.'�m AuCh«No.25935, " emJil:"rob8it€QtG• corPxm,C::US Windows/Doors/Millwork 07o9d2-04 W 4.125" t- 3.625"--f —j- ,687" � o OA62" J- 4— 0.058" �---1.941' 1 MAIN FRAME HEAD 2 MAIN FRAME SILL MAIN FRAME ]AMB LOCK STILE 6 _I o 3 6 s o — o WAS 6"=1'-0" 4 6"=1-0" Z wN Z I 2-.125" 2" .438' t-2.438"--�-4- 1.375"-t m a O O.Ob2" c BOTTOM RAIL BOTTOM RAIL °'062" * g SINTERLOCK 6 WITHOUT SCREW BOSS WITH SCREW BOSS $ TOP°RAIL U v 0 to z� to SCL p. > CO E • w 17 m � z N' 'C- c.N.oCi Z W 170 MATERIALS LIST �`� W -t. .. . . ..... _.. .. L `I... I EM PArtTn DESCRiPTiON MATERUIL � REMARKS t .SG02MH ;FRAME HEAD..............................._...._...__._..._... GC(13-T6 ........... ......... ._....... ................ �1 .070 ...._ z ............... s6D2TERi{FRAME SILL ............. STATIONARY PANEL STEEL FEMALE _ St 07M3 FRAME JAMB_ 6063-TO N ©� 0+ „4 ? SGOLST LOCK STILE - 6063 TG AMB STR V I a ASDINT HD INTFRIOCK Or63 T6 _ ., ,., ., �" 60. IO p CLIP AGAL REINFORCEMENT ..4. ? SGOBRM •PANEL BOTTOM RAI WtTHOU SCREW BOSS .6.6.63.70 ,,„ ,... Ly .. ... ... .. . _ BOSS. .... ....._. .. .... ... ..... .... . to tt K 7 - SGDBRF -PANEL BOTTOM RAIL WITH SCREW BOSS 6003 TO j. 8 SCDTPR 1 TOP RAIL .606976 .... ......... ................................. a xg� fl j ASDASF ?FEMALE ASTRAGAL G6G3-TG i tot ASDASM 6JLLEASTRAGAL .... hC0 TOP RAIL b'EATHFA SEAL _ FItJ SENL WOOL PILE_ 1 250 �� 0.75U" 13 ( °3320 STA7WNARY PJEAfiiER SEAL VINYL t2 ? Oftlu3 80 TOM RAIL ,. .,... _ ANEL3AMBCLIP .6063-TO 0.125" 14 SCRIOS i 410X,J4 ASSEMB Y SCREW 3 , 75 € 07057 V•il(316'J GLAZING VINYL.3SO44P-2'1.3 _ ._ _ A'iTh4 E 220.9 Durctrtn rS 0.50011 0.750"�-� t 1"X2'Xlr8- UBE STEEL FEMALE ASTRAGALREINFORCEMENT t3 T,,,, %1111 BAR STEEL HALE Ip TERLOCK REINFORCEMEIJT t7 L STEEL to nloxt SELF-DRILLING SCREW STEEL H.D. INTERLOCK L BOT M t3 S Ov8f0 314 X3,4 Xt?6'TJBE - STEEL BOT-QM RAIL REINPORCEtr1ENT REINFORCEMENT RAIL REINFORCEMENT .... .. -- .. ..___. .._.. . .. ..._...... _......., 2t1 3 SG02QAM _T SILT.RISER fi003-TG ? 1! 21 26609 .HEAD AND SILL NEGATIVE PRESSURE CLIP - G0G3•T6 22 r SGDPPI CLAW TYPE LOCK DNS 44C CR EQUAL Y3 i SCDWHI OPCRATING PANFL ROLA R ASSEMBLY 0.085 ._. _. _... ... _.._ FL o. 752 �� Robert J.Amoruso. 24 SGOPPE LOCK ASSEMBLY p 2.S SGDFPC tare"%1 X 1116-ANGLE .ALUMINI)bi i ......................................................................................._.. . l... Y6X3.4 50.15.. ...... .. 26 ....... .,..,...... .,,, 3116 TEMPERED GLASS.... ... ,.. r .... _ �t��qr�Ay�6 2n it 3116 TEMPERED I GLASS STACK - �. .. ..... ........ 29 E 2W4 IG FEMALE ASTRAQAL 6063.7.6 {--2.045"- '..(1 75476 3 IG b1ALE MSTRACA.. hOdi lti I. .. _._".._., _...... ...., - __..._.,,_....._ _ i.. ...,.,._.. ,.._._._.... .............._. -+ 31 25521 IG OGKSTILE 6003-T6 ..... - ...... O,Ob 1 • 322 538 -INTERLOCKSTILE,_._... 60.63-T8, _ I. . _ ._. Uigdally ilgnMl by Rotx'rt 1.Anroruw, 25503 IGTOPRAIL 6C63T6 �, 0'44 HAD 5 E AND ILL PE 2,498 IG FIXED B0179M RAIL 6063-TO 211 SILL RISER NEGATIVE PRESSURE CLIP DN:❑1=Robert J,.NnorusoF a vTC- L5 251 19 IG MOVING ROTI"OM RAIL - 61:.63 T6 '-f o ^f i Product D25i0n Group,LLC ou FI P E G G1 3G 01051 Vnt(h4•l GLAZING VINYL TP-140(not etrn+'n) ASTME-2203•Durotrv.dr 75 li"=1'-0" 6"=1'-0" No,49752,FOPE Cert.u(ku.h.No.2fl35, 37 25755 s V•t01G GLAZING VINYL TP-35 AS"rM E-2203-Duromeier=75 email=robart p/c to p.mm,'00' 30__..i....OS170 IG Spam, . Date:101503A909Art13 04'00' 0:242" 7— 0AW 0.06011, 01,60" o .W < -T N 0 03 C) U) to N 0 N j cl 0 29 v 0 30 IG MALE ASTRAGAL IG LOCKSTILE INTERLOCK STILE 00 IG FEMALE ASTRAGAL E2 6 V-0 1Y104L11 :3-0 Q) ,6 E c�N > 0.094" > 0.094"j -0.062" z 0.062" 01, 282 b's -oz Ij M E 0.0 l-gor T 2.43672-!L—� 1-, 0 0 FEMALE ASTRAGAL MALE ASTRAGAL z 1.040" 1.024" ............. 0,062' T—tWIF" 0.062* l;a 0,062' .062" 0.058" ni LtI 4o-sqw� 33--,\TOP RAIL FIXED BOTTOM RAIL MOVING BOTTOM RAIL Robert J.Amoruso,P.E. 34 FL P.E.No.49752 U IV, L 6- V-V NMI, Lw Digitally signed by tio7i 7t 1.Amaruso, P.E. JELDWE-fq 01:cn:::Robe r-j,Amorosd, oPTC product f)eqi.qn C,C.p,U.C.U=Fi.PS. No.4975ZFIIPECerL&Autll,No.25935, Windows/Doors/Millwork