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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: i CEIPT: PERMIT Nk DER: t t4 "' PLANNING & DEVELOPMENT SERVICES DEPARTMENT ® BUILDING & CODE REGULATIONS DIVISION ® 2300 Virginia Avenue y z, Fort Pierce, FL 34982 SC,q (772) 462-1553 Y APPLICATION FOR REPLACEMENT OF <4C/e CO WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS hey & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: S70 5l 00a /A-1 2. PARCEL ID NUMBER: 3L/60 -boo-.o-364/—oeo —/ 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 42 1VQj'0 ih-2,A204 G<Jeje2riS 4. TYPE OF STRUCTURE: SFR �MOBILE HOME OTHER 5. OWNERS INFORMATION '�//1� 6. Name: LJi 11 ie..wj 6a�j�,t0. 1010rGt4Y1(jW,L'Z Address: S-705r I9 A City: F�,Ip,('/L [.t' State: zip: " oL _ Phone: & Email: CONTRACTOR'S INFORMATION FL Reg/Cert #: County Cert #: 9)11/5 a 6 Business Name: Phone Number: Email: COMPONENT 1D. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS -;t,y o .1— (% q -- /vd 41 jLtV -? SLIDING GLASS DOO11 SWING DOOR MULLIONS OVERHEAD GARAGE DOOR H Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ 6000 FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRINT OWNER OR CONTRACTOR/QUALIFIER NAME SIGNATURE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF ST. LUCIE ACKNOWLEDGED BEFORE ME THIS 6; ^ DAYOF /4&JC- 120_L3 BY,-7-7N,6A1 Mj4r_XS WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. DONAW P HOLMAN SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOT Itf� A • MY COMMISSION # EE126749 TITLE: NOTARY PUBLIC COMNIISSIOiN NUMBER— EXPIRES September 20, 2015 NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MY RESULT IN l TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. /i y 'apey N p4v rZ.-, ? i'l LE �n 1• +i. -4Q,, C v'tvpc% 0/ ���„•� r� J Ct so C. <� �v LI IJ, Yv/IJ, nLV1'111\VI'1 I I LYVYI VVa 11 1 ILYVLI IYV Florida 8ullding Code Online r car a i brid'3 Dppar rent ` Bcis Home Lop In User Repi11r4jt1gn . Hot TOPICS Submit Surcharge . Stats B Facts Publications FBC Stall' BCIS Site MAp Unk= $parch Busines (,c) Professi na Product Approval US2R: Public; Regulation Pr Wuj Upruvyl Menu > Product or Application Search > Aoollcatlon List } Application Wall FL # F1.15699 Application Type New Code Version 2010 Application Status Approved *Approved by DCA Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission If necessary. zomm9nW---- — r - -' Archived 0 M! Product Manufacturer Custom Window System Address/Phone/Email e � Ocala, FL 34474 J� (352) 3fi8-6922 Ext 207 ` mlafevregcws.cc Authorized Signature Michael LaFevre ` mlafevre@Icws.cc. Technical Representative Brian Tenate Address/Phone/Email 1900 5W 44th Ave. Ocala, FL 34474 (352) 368.6922 Ext 291 btenace@+cws.cc YA W Quality Assurance Representative Cal Lady address/Phone/Small 1900 SW 44tn Ave. Ocala, FL 34474 (352) 368-6922 cledv aksT: -� Category :SIngle dows Subcategory Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc, Validated By Keystone Certifications, Inc. Referenced Standard and Year (of Standard) Ytaar AAMA/WDMA/CSA/101/I.5.2/A440-08 2008 ASTM E 1300-04 2004 ASTM E 1996-09 2009 ASTM E1866-05 2005 PA TAS 2011202/203 1994 http;llfloddabuilding.org/pr/pr app_dU.asox?param-!wGEVXQwtDgvvtH$llpVipOUF0/a2bvTHIIAVdmBQyCSHvvFMHDdMXlsgZQ%3d%3d[10/29/2012 9:16:18 AM] 2013-08-06 09:32 EAST COAST ALUMINUM---,T24647603>> 7724621148 P 1/3 a u�a. t aii c Florida [erdrtmPnt! BCIS Name toe In User Registration Hot Topits : SO4mh Stiroarge stets rA racta B gne�essI� /`, 1 product Approval t124111: public Icsec Regulation Pnniu.t nuuruver Menu s f uyt vi A00wIlui! �!, �, > Anrn1r,mun r •.1 > ApplicMion Detail r�mr�r Publications FBC Staff i SCIS Site Map Links , Saa+gh FL S' $1.1153,114 Application Type Revision Code Version' 2010 Application Status Approved Comments AlChived Product Manufacturer Custom Window Systems Address/Phone/Emall 1900 5W e 4474 (352) 360,6922 Ext207 mlafavrq*;ws•cc Authorized 519nature Micheal La Fevre mlafevr9orws•cc Technical Representative Orlon Tenace Address/Phone/Emall 1900 SW 44th Avg. Ocala, FL 34474 (352) 368.6922 EXt 291 titenac9®cws.cc Quouty Assurance Representative left Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 366.6922 Ext 221 jthomj94A09aZC Category windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered ArthlteeL or aiLleoAged Florida Professional Engineer q Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Eveluatlon Report Florida License PE-50201 Quality Assurance Entity Keystone Certifications, Inc, Quality Assurance Contract Expiration Date 03101/2014 VAlldated By Steven M. Urich, PE J Validation Checklist - Hardcopy Received CertlReAte eflndep■ndencif Referenced Standard and Year (or Standard) Equivalence of product Stanoaros Certlned gy Sections from the COdf FL103 Al COS Cysiftp C1�/S:gGStP..( ii•3,00lmdr ANSI/AAMA/ 101/1S2/A440,05 ASTM E 1300-04 Year 2005 2004 http.,//www,(Ioridabuilding.org/pr/pi_app_dtl.aspx?param—wGEVXQwtDqu.TBMjgt11 j3N0... 8/1/2013 SINGLE HUNG EI 53 1/8' UNIT WIDTH 50" GLASS DLO I / I I I 0 - 78„ I I UNIT HE G14T I 38 I 7/8" I x SASH HEIGHT I 48 1/8" GLASS DLO 51 518' SASH WIDTH /37" UNIT WIDTH 133 7/8" GLASS DU I I I I I 0 63' I I UNIT HEIGHT I 2710 GLASS DLO 32 31B" 27 1/2' I HE GH I ^ ISASH p LA 32' GLASS DLO 35 112" SASH WIDTH EQUAL SPLIT (37" X 63") DESIGN PRESSURE RATING: +/- 80 PSF 50" GLASS C 34° 6 GLASS 8 DLO 6 EI 1 7 I I I 0 G GLASS S DLO 84"UNIT i I I 34" HEIGHT I GLASS I GLSS 48 118" GLASS DLO 51 5/8' SASH WIDTH ORIEL (53 1/8" X 84") DESIGN PRESSURE RATING:+/- 70 PSF ALUMINUM IMPACT REQUIREMENT:/ I. UCT SHOW N HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "O/X". 4. DESIGN PRESSURE RATINGS (SHEET 3) -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEALANT USED AT ALL FRAME JOINTS. 8. REFERENCE TEST REPORTS: NCTL-21D-3795-1, A& -2, -2A , 3, -3A 9. SERIES / MODEL DESIGNATION SH-3700. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 FIXED SASH 12. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS .......... I ANCHOR SCHEDULE & NOTES...............2 DP CHARTS & GLAZING DETAIL.............3 LUCAS A. TURNER, FL P.E. 58201 INITIAL RELEASE SECTION & B.O.M.............................5 p, -aki�� INSTALLATION DETAIL �% 0: G �.lLGGWVY[ .........................6&7 %��• �- `,GEAlg�.•�Qn" / �•. No 58201 WLUDOUS&DOORS 1900 SW AVE. OCALA, FLORIDAORI 34474 Lucas Tumer �� Tum13:25-04:DD 1T : Sv'• STATE= OF ; 4!ti (U� ITLFGENERAL NOTES & El ERIES: Lucas 6/12/2012 0 •• 'i '• ° P . 2 .� 3700 PROPRIETARY ANDCONRDENMI THE INr NTAI THIS IS THE OF CUSTOM,FS''•. WITHOUT �iO R 13;.✓��,�� I��7�SjO111 A; � ODEL• ALUM SINGLE HUNG WINDOW SYSTEMS,IINNG. ANY REPRODUCIN TIONNG N PART OROLE AS A WHOLE THE WRITTEN PERMISSION OF CUSNEDTOM W INDOW SYSTEMS. INC. IS PROHIBITED. 6/11 /2012 - LARGE MISSILE IMPACT TEF DATE: 05/17/2012 NTS DWG. NO.:CWS-726 1: SHEET: 1 OF 7 6" MAX 12 1/2" —j O.C. 6' MAX I / 19 . MAXX O.C. I 4' 4' 19 U2^ MAX O.C. ANCHOR LAYOUT EQUAL SPLIT 37" X 63" THRU FRAME (MASONRY. WOOD OR METAL SEE INSTALLATION ANCHORS, SEE NOTES (TYP) 6" MAX—t---r 141/4' 1 I I MAX O.C. 6" MAX. +- 13 1/2• MAX I O.C.I— I d 4'4 4"t 1 11 4• I B SEE NOTE 2 A INSTALLATION ANCHORS. SEE NOTES (TYP) O A ANCHOR LAYOUT EQUAL SPLIT 53' X 76- THRU FRAME (MASONRY. WOOD OR METAL OPENING) 6' MAX. 6" MAX. I— 141/4- MAX O.C. 13 1/2' MAX I O.C. � I INSTALLATION O ANCHORS, SEE I NOTES (TYP) lI I I I I 444. 1 4- 1615/i 6" IL I ^ X F— SEE NOTE 2 1 ANCHOR LAYOUT ORIEL 53' X 84- THRU FRAME IMASONAY. WOOD OR METAL OPENING) NOTES: 1. A) MASONRY, WOOD, OR METAL OPENING: INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR LOCATIONS SAME AS HEAD. 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4' FOR MASONRY OR WOOD, AND 1/8" FOR ALUMINUM. USE SHIMS WHERE SPACE GREATER THAN 1/16- IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16' DIA. ELCO ULTRACON FLAT MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2-1/2" SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #1 U WOOD SCREW ANCHORS (FLANGE INSTALLATION THROUGH FRAME) MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8' SHALL BE ACHIEVED IN EITHER DIRECTION. 6. 910 SMS SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. B. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL LUCAS A. TURNER, FL P.E. 58201 - INITIAL RELEASE 6/11/2012 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. RSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) STRENGTH OF 3,200 PSI. `,PNpRE1ti,eT',j�� y • G ...... G i �ti S� •' 1. 8' CONCRETE -MINIMUM COMPRESSIVE : GP; ., 1, J' • %\ : 1VINDOWS &DOORS C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). N o 58201 '. 1900 SW 44TH AVE. D. ALUMINUM - V8" THICK MIN., 6063 T5 MIN. E. STEEL- 1/8" THICK MIN., 30 KSI MIN. it ;� ; -k �_ OCALA, FLORIDA 34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE �� * _ y :TITLE'. S) =, Si Al ' E OF- Ui ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPAC' OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT : O .• 4u S 1. X" -,- E IES: PAWN BY: 3700 TEF DATE: 05/17/201 VERSION OF THE FOLLOW ING REFERENCE DOCUMENTS: 611212012 AND 1,N% q. ; -� IV 1 ��'USTOM, ns • (........ CALE: FMA/AAMA 100(FIN WINDOWS). FMAAAAMA 200(FLANGE WINDOWS), PROPRIETARY CONFIDENTIAL NG IS THE SOLE PROPERTY OF C THIS IIN •''C9 ��-1%,ONA; ODEL:ALUM SINGLE HUNG NITS DWG. NO.:CWS-72 FMANJDMA 250(BOX WINDOWS), FMAIAAMAhVDMA 300(EXTERIOR DOORS). WINDOW SYSTEMS, THE INFORMATION INNC. ANY REPRODUCTIONNED IN PART OR ASA WHOLEWITHOUT THE �;:� EV. LETTER: SHEET: WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. - 2 OF 7 5116' OVERALL 1/8• ANNEALED .090 DUPONT PVB INTERLAYER 118' ANNEALED 3/4` GLASS BITE 5116" OVERALL US' ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED 34 PURFECT GLAZE -H" OR SIKAFLEX 552 1 3/4" GLASS BITE GLASS TYPE A - FIXED MODEL DESIGN PRESSURE (PSF) MAX SIZE SASH GLASS FIXED GLAS OX(EQUAL) 80 +70/-70 37" x 63" t7 x 76 A A OX (ORIEL) +701-70 53" x 84" A B —7/16" OVERALL -�I 3/16" ANNEALED .105 DUPONT PVB INTERLAYER 3116" ANNEALED (34 PURFECT GLAZE "H" OR SIKAFLEX 552 I I I i 314" GLASS BITE GLASS TYPE B - FIXED LUCAS A. TURNER, FL P.E. 58201 - INITIAL RELEASE 6/11/2012 a ni 1lr .r P11 ,h E401, sfi••;Q��: ��ti�sccttavey JGp,••V� WINDOWS&DOORS v . NO 58201 P : 1900 SW 44TH AVE. OCALA, FLORIDA 34474 o TITLE: DP CHART / GLAZING - LARGE MISSILE IMPACT !' 6/12/2012 i O .• jV;SERIES: �L vP' ��: FS •.- 0 1 RAWN BY: 3700 TEF DATE: D5l17/201 MODEL: GALE: ALUM SINGLE HUNG DWG. NO.: CWS-72 PROPRIETARYANDCONFIDENTIAL INFORMATION IN THIS DRAWING IS THE OLE TY OF �� R •.' G•`,� WRIITENPERMSSITHE TTOMHE'�'4S�dNA�N�`� NNOFNUSTOMWDIUNDOWSYSTEMS, ONNTAINED ASS WHOLE WITHOUT EV. LETTER: SHEET: 3OF7 r v ' 1 1/4- MIN. EMBEDMENT z t/r MIN. EDGE DIST. [C] [C] SEALANT BETWEEN BUCK F AND OPENING BY OTHERS EXTERIOR FINISH a e e BY OTHERS e v ' e e CONCRETE/MASONRY e° ° �• " e• v • � BY OTHERS 1 BY WOOD BUCK BY OTHERS. [A) PERIMETER SEALANT BY INSTALLER 1/4• MAX SHIM [B] I 1 SEALANT BEHIND I I FLANGE BY INSTALLATION ANCHOR, INSTALLER 114' DIA. MASONRY SCREW [C] EXTERIOR Nfl INTERIOR SEALANT BEHIND FLANGE BY INSTALLER Flo INSTALLATION ANCHOR, 1/4' DIA. MASONRY SCREW. (C) SEALANT UNDER SCREW PERIMETER SEALANT \ ^^ HEAD BY INSTALLER BY INSTALLER \\111 1!4• MAX SHIM 1 [Bl EXTERIOR FINISH BY OTHERS ..111..Dp• •Dv •DO ° v•Cp + +'' G D. D v G p . o• p • 9{1 > vD I cD p. oD -DoDoD.o•>DD'DpOp pv•o•e•q •p op p p p •Da1>D D9 ° p• D D. o CONCRETFIMASONRY BY OTHERS q VERTICAL SECTION 6 FRAME (MASONRY) 1 BY WOOD BUCK BY OTHERS. [A) 1/4' MAX SHIM 1 (B) 1//4" MAX SHIM 1 1/4' MIN. EMBEDMENT— i [C] 1318 MIN. EMBED ENT CONCRETE/MASONRY I INTERIOR [D] BY OTHERS INSTALLATION ANCHOR, ' a' n 1/4' DIA. MASONRY SCREW.+e�a�� 7ZE MIN EDGE DIST ] p, n INSTALLATION ANCHOR. 4 #1 #10 WOOD SCREW. 'pp°• 21/2• MIN. EDGE DIST, __ __ [C] 4 2 BY WOOD BUCK A ° e • •. EXTERIOR BY OTHERS. [A] SEALANT BETWEEN BUCK AND OPENING BY OTHERS ;�•' SEALANT BETWEEN UC AND OPENING BYO EF EXTERIOR FINISH BY OTHERS EXTERIOR FINISH BY OTHERS SEALANT PERIMETER BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLE PERIMETER SE NT BYINSTALLE g HORIZONTAL SECTION 6 FRAME (MASONRY INTO 1X BUCK) I LUCAS A. TURNER, FL P.E. 58201 - JINITIALRELEASE 1114" MIN. EMBEDMENT [C] ,'`LFunnpFe4' E NOTE: HEAD AND JAMB SIMILAR FOR 2BY INSTALLATION. SILL INSTALLATION SAME AS SHOWN BELOW. REFERENCE NOTES (A) SEE NOTE 10. SHT 1 [B] SEE NOTE 2&3. SHT 2 [C) SEE NOTE 4. SHT 2 [D) SEE NOTE S. SHT 2 6/11/2012 WAP Pkc 'WINDOWS &DOORS `v N. 58201 •:�� : 1900 SW 44TH AVE. * * C CALA, FLORIDA 34474 C ITLE: 2 i!2" MIN EDGE DIST ^ v' : ao INSTALLATION DETAIL THRU FRAME -LARGE MISSILE IMPACT [q �-33 S I A I' 6 OF :mow; ISER RA 8 DATE: 6/12/2012 : '• P. .` 3700 TEF 05117/201: PROPRIETARY AND CONFIDENTIAL is •'............ ORI�j ��` ODEL: CALE: DWG. NO.: WINDOTHE W SYSTEMS. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUTG IS THE SOLE PROPERTY OF TOMTHE��''iS/ON A'< ► ALUM SINGLE HUNG N7$ CWS-72E WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. 6OF7 57 114" MAX OVERALL FLANGE WIDTH 56" MAX UNIT WIDTH -54 118' GLASS DLO - 92 1/4" MAX OVERALL C X GLASS DLO 29116" GLASS DLO ORIEL SEE NOTE 12 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ANCHOR SCHEDULE & NOTES .......... 2 DP CHARTS & GLAZING DETAIL 3-5 SECTION VIEWS & ALT FRAME .......... 6 EXTRUSIONS & B.O.M..........................7 INSTALLATION DETAIL....................8-10 i 92 1/4" MAX J OVERALL 10 FLANGE HEIGHT F 9 B 91, 8 MAX UNIT HEIGHT SASH 57 1/4" MAX OVERALL FLANGE WIDTH 56" MAX UNIT WIDTH - 4 8" GLASS DLO- lJ X 2 9 1 " GLASS DLO EQUAL SPLIT SEE NOTE 13 zz Lucas A. Turner, P.E. 2011-11-11 10:05-05:00 11/(I /L I PROPRIETARYAND COWIDEN71AL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "DIX". 4. DESIGN PRESSURE RATING (SEE SHEETS 4-5): -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8-10 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS. B. REFERENCE TEST REPORTS: NCTL-210-3586-1, NCTL-210-3586-1A, NCTL-210-3586-2, NCTL-210-3586-2A 9. SERIES / MODEL DESIGNATION SH-3500. 1D. 1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH. 12. ORIEL UNITS AS SHOWN UP TO 56" x 91" ARE RATED 1-35 PSF. FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON QUALIFIED GLASS TYPES, SEE COMPARATIVE ANALYSIS. REFER TO SHEET 5. 13. EQUAL UNITS AS SHOWN UP TO 56" x 91" ARE RATED ±35 PSF. FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON QUALIFIED GLASS TYPES, SEE COMPARATIVE ANALYSIS. REFER TO SHEET 4. 14. SECTION CALLOUTS FROM ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. .UCAS A. TURNER, FL P.E. 58201 A UPDATED TO 2010 FBC 10/12/201 tpµn�raq, tt'ell ,��Q�;.��G c N,S:��Q'✓-. WINDOWS & DOORS No 56201 % -P : 1900 SW 44TH AVE. OCALA, FLORIDA 34474 = a-- TITLE GENERAL NOTES & ELEVATIONS �9', 5TP.1E OF �� 0•, o W• SERIES 3500 DRAWN BY ADE LATE 03/16/09 r O H U Q�O�z MODEL SINGLE HUNG SCALE NTS DWG. NO. CWS-461 ? ���I REV. LETTER A HEET 1 OF 10 �+O+rrrA-rl�ttt A 18" 6" MAX. ) MAX PO.C. i (TY (TYP) � � MAX 6" MAX. (TYP) — — — — — — 1- I I 16_' MAX O.C. (TYP) THRU _ FRAME, 12" MAX O.C. ' (TYP) W/CLIPS (SEE NOTE A) 4, B Alm SEE NOTE 2 4- MAX. (TYP) (Typ) INSTALLATION ANCHORS TYP. (SEE NOTE A) X INSTALLATION ANCHORS TYP. 14 I B A r ANCHOR LAYOUT -(FLANGE) THRU FRALC- OR CLIP (MASONRY OR WOOD OPENING) lei 16' SEE NOTE MAX O.C. MAX O.C. mP) 4" MAX. (TYP) SEE NKE6 (TYP)MAX MAX. (TYP) .L MAX O.C. ([YP)_THR12"U O FRAME, I MAX O.C. 0 (SEE) NOTE A) 7 T ( I I X I C C ANCHOR LAYOUT- (FIN)ANCHOR LAYOUT - (FLANGE) THRU NAILING FIN(WOOD OPENING) THRU FRAME OR CUP (MASONRY OR WOOD OPENING 4" MAX. TOTE 6 ANCHOR LAYOUT - (FIN) THRU NAILING FIN (WOOD OPENING) NOTE: A. WHEN INSTALLING FLANGE UNITS WITH INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHORS SAME AS HEAD. ANCHOR CLIPS AS SHOWN ON SHEET S, DESIGN PRESSURE IS LIMITED TO 30 PSF. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. =�A. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1" SHALL BE ;HIEV fFfED MT+IF_ , IRECTION. y #10 WOOD SCREW ANCH IRS FLANGE INSTALLATION THRU FRAME)MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/B" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/6" SHALL BE ACHIEVED IN EITHER DIRECTION. # WOOD OOD SCREW ANCHORS (INSTALLATION THRU FIN)MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN EITHER RCTION. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. SSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A. TURNER, FL P.E. 56201 A UPDATED TO 2010 FBC 10/12/201 INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL `11�ir�rerr�+ OT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. •4\ SF• INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �� G�: :Q^v % WWDOWS &DOORS A. WOOD -MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) N t No 58201 s 71 1900 SW 44TH AVE. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. y * OCALA. FLORIDA 34474 C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). # C v : tt. TITLE ANCHOR SCHEDULE & NOTES I. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE (1//I�h 9 STATE OF t �� ';�% SERIES. 3500 DRAWN 9\' ADE DATE 03/16/09 F INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT =RSION OF THE REFERENCE DOCUMENTS: THE INFORMATION CONTAINEDDNww5DRAWING IS THE ETARY AND SO E PROPERTY OF CUSTOM ..,c V. : � ��i��Ss1 R 1;.��,`�` �G 10DEL SINGLE HUNG SCALE NrS DING, NO. CWS-46 ANAAMA THE IINC.INC. ANY REPRODUCTION IN PART OR SA WHOLE IS WRITTEN PERMISSION 1250(BOX 1��, `,1` EV. LETTER SHEET JIA/W M WINDOWS),FFMA/AAMA/WDMA 300(EXTERIOR)DOORS). OF CUSTOM WINDOW SYSTEMS. PROHIBITED. ,0(fA' A 20F10 -�{ 1/8" ANNEALED ' INSTAGLAZE 3 PURFECT GLAZE "H' 6 7REMGLAZE S500 Zlr-iSS BITE t 8 l- ` GLASS TYPE A 5/8" OVERALL 1/8' ANNEALED 318" AIRSPACE 118" ANNEALED INSTAGLAZE3 PURFECT GLAZE "H' 6 TREMGLAZE S500 1/2" GLASS SITE 8 GLASS TYPE E I r, 1/8' TEMPERED INSTAGLAZE3 PURFECT GLAZE "H' TREMGLAZE S500 1/2_' GLASS BITE GLASS TYPE B 5/8" OVERALL 118" TEMPERED 318" AIRSPACE 1/8" TEMPERED INSTAGLAZE 3 i PURFECT GLAZE "H' r.-?,TREMGLAZE S500 it fl 1/2" GLASS SITE GLASS TYPE F NOTE: ALL GLASS IS FULL SIZE, 1-3116" ANNEALED I j--3/16" TEMPERED GLASS TYPE C INSTAGLAZE 3 I INSTAGLAZE 3 PURFECT GLAZE "H' PURFECT GLAZE "H' TREMGLAZE S500 ril TREMGLAZE S500 1/2" GLASS BITE / 1 11 I IIU+" 5/8" OVERALL nJL�I_j 3116" TEMPERED GLASS TYPE D 1/4" AIRSPACE 3/16" TEMPERED INSTAGLAZE3 PURFECT GLAZE"H' IERALL 6 TREMGLAZE 8500 NNEALED ZSPACE NNEALED fAGLAZE3 IFECT GLAZE "H' MGLAZE S500 8 GLASS TYPE H TO 2010 FBC GLASS TYPE G VANDOWS&DOORS 1900 SW 44TH No 58201 :�� AVE. OCALA, FLORIDA 34474 GLAZING DETAIL -0' 0 : 0:• S'fA1'E OP:�� ERIES PROPRIETARY THE INFORMATION CONTAINED INTHI THIS IS THE SO E PROPERTY OF CUSTOM WINDOW OW IN •���i�s `! H 1 L P' �����, ODEL SIN SINGLE HUNG PART OR AS A .ANY REPRODUCTION TI (WITHOUT THE WPERMISSION IS WHOLE �S11 i����'�� 10/12/201 ADE 111E 03/16/09 1:1 OWG.NO.GWS-46I A SHEET 3 OF 10 OveralIFlange_ _ 9Q4. _ Height Overall Flange -Width Unit W idth 24.750 26.750 28.750 32.750 37.000 40.750 44.750 48.750 53.12 6T.250 23.500 25.500 2T.SD0 31.500 39.500r+335.0 47500 .875 56.000 28 0 27.500 Glass T e A _--__� +35.0 /-70.0 - +35.0 /_70.0 +35.0 /-70.0 +35.0 /-70.0 r. +35.0 -70.d _ _ +35J0 J-70.0 _-70.0 _ _+35.0 /-70.0__ -__+35.0 /•70:0__ --+35.0 /-70.0 Glass Type B C D E F G H +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 32750 31,500 Glass Type A -__--___.-__.-.. T e B C D E F G H _+35�-70:0 +35.0 -70.0 _ +35.OL70,0 +35.0 -70.0 +35.0 (_70.0._ +35.0 -70.0 __+35_0 [-70.0- +35.0 -70.0 +35.0 /-_70.0 +35.0 -70.0 _ _ +35.0-70:0-__-69_2 +35.0 -70.0-70.0 +35 0 /-66_S__+.D_/-62.9 +35.0 -70.0 ____+_35.0 +35.0 -70.0 j-61.3Glass +35.0 -69.9 36,750 35.500 Glass T e A Glass T e B C D, E, F G H +35.0 -70,D +35.0 /-70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70,0 +35.0 -70.0 +35.0 -70.0. +35.0 -70.0 +35.0 /-69.9+35.0 /-61.9-57.0 +35.0 -70.0 .-70.0 +35.0 -53.5 +35.0 -70.0 +35.0 /_50.1 __ __+35.0J�IBA +35.0 -63.3 37.175 Glass• Tyke A __` _+35.0 /-70.0 _ _ +35.0 /-70.0 __ _ +35.0 /_70.0 _ _ _+35.0 /-70_0 +35.0 /-68. _ _+_35_0 /-59.8 +35.0 /-54.i _ t35.0 /-50.2 _ - 35.0 /.4 _ T +35.0 /:44.6 78.375 Glass Type B C D E F G H +35,0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 t35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -67.0 +35.0 -61.1 .750 39.600 Glass Type -A __------ „------------ -------- Glass? G 0 E F H ------ -70.0.__ +35.0-/_70.0. -_.-.-+35.0.1-70.0 __ . _.f35.0- .0_ _.__+35_0 [_70.0___ --f35.DJ_7.D.0_ _-.,--+35,0-/_ 70.0--__- _- +35.0. _79_0.__ ---- - -_. t35-0=ZI19_.... ...... _58.0__.__ _ ±35.0 --70.0....... . _+35. -70.0 _._+35.O.j-47 3...._..-_._ +35.0 -70,0 +35.0 -63.8 _ +35D -58.1 44.750 43.500 Glass T e A_ _ __- Glass Type B C. D E f G H -- +35.0 /=70.0-__ +35.0 -70.0 -__+35.0 (_7D_0 __ +35.0 -70.0 +35_0 -70:0 _ +35.0 -70.0 .�-+35:0 J 70.0 +35.0 -70.0 _ +35A J-64_7. +35.0 -70.0 +35.01-56.7 +35.0 -70.0 _ +35.D [_49.9__- +35.0 -70.0 +35_0. /-44_5 +35.0 -66.5 +35.0 -59.4 +3S,0 -54.0 47.50D Glass Tvpe B C D. E F G H +35.0 -70.0 35.0-�70,0.._-_-__+35_0-/_56_0.__ +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 __-+35.0(-49.4.-_ +35.0 -70.0 +35.0j-44_0 +35.0 -62.6 _. +35.�_38.9.--__ +35.0 -55.7 _+35.0/-35.2 +35.0 -50.5 50.6 j 49.375 @Ia5s Type A.-- _ _ -_ .- _ _ Glass Type B C D E F G H -. +35.0 /-70.0, _ +35.0 -70.0 +35.0_/-70.0 _ +35.0 -70.0 ._ +35.0 j-70,0 _ +35.D -70.0 _ +35,0 j-70.0 _ +35.0 -70.0 _ +35.9j-62.5 -, + -70.0 -. +35,0 /-55.6, _ +35.0 -70.0 -- +35.0 /-49.3 _ +35.0 -68A -, +35.0 j43,9 .- +35.0 -61.D _ +35,0./-38.8 +35.0 -54.3 . - +35.0 /-35.1 _ +35.0 -49.1 Glass Type A +35.0 /-70.0 +35.0 -70.0 +35.0 /-70.0 +35.0 -70.0 +35.0 /-61.5 +35.0 -55.2 +35.0 -49.1 +35.0 -43.9 +35.0 -39.0 +35.0 -35.1 52.750 51.500 Glass Type B C D E F G H +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -67.1 +35.0 -59.4 +35.0 -52.7 +35.0 -47.7 56.750 55.500 GlassT peA „_,,,,-,,,__„-, Glass Tvve B. C D E F G H +35.0 -70.0 ,.0.0,,,,,_,_+35.0 +35.0 -70.0 -70.0 +35.0 -70.0 +35.0J67.4__-- +35.0 -70.0 +35.0_(-59,6 +35.0 -70.0 _,-•,+35.0%;_539„ +35.0 -70.D _+35.00,[;,48.4....,,_„_+35A�-43.7, +35.0 -64.4 +35.0 -56.7 +35A -38.2 _-, +35.0 -50.2 +35.0J35.4 +35.0 -45.3 60.750 59.500 Glass Type A _ _ +35.0 /-70.0 - +35.0 /70.0 -+35.0 [-70.0 +35.0 /-63.7 +35.0 /-57.3 _ _ +35.0 /-51_7- - +35.0 J-47.5 - +35.0 /-42.8 - +35.D /-38.7 +35.0 /-335_3 - Glass Type B C D E F G H +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -62.2 +35.0 -54.6 +35.0 -48.1 +35.0 -43.3 63.000 61.750 G.Iass TVpeA,_ Glass Type 8 C D E F G H +35.0/-70.0 __ +35.0 -70.0 _ +35.0/J0.0 _ +35.0 -70.0 _. +35.0/-69.1. -. +35.0 -70.0 - +35.0j_61.9 _ +35.0 -70.0 _ +35.Of_55.6 _ +35.0 -70.0 -- +35,0/-50.7 -. +35.0 -70.0 -. +35.Oj-46,4 _ +35.0 -61.1 _ +35.0./-!i2,1 _-- +35.0 -53.5 ,__ +35.0-/-38.4 +35.0 -47.1 +35.0 -42.3 Glass Type A +35.0 -70.0 +35.0 /-68.9 +35.0 -55.4 +35.0 -59.1 +35.0 J-52.8 +35.0 -48.8 +35,0 -44.5 +35.0 /-41_0 +35.0 /-37.4 +34.7 -34.7 66.750 65.500 Glass TVpe B C D E F G H +35.0 -70.0 +35.0 -70.0 +35.0 -69.3 +35.0 -67.7 +35.0 -67.6 +35.0 -67.6 +35.0 -59.6 +35.0 -51.9 +35.0 -45.5 +35.0 -40.8 GlasseA +35.0 -69.0 +35.0 -66.4 +35.0 -63.5 +35.0 -57.6 _+35.0 -51.6 +35.0 -47.6 +35.0/-43.5 +35.0 -40.2 +35.0 .36.8 +34.1/-34.1 - 68.750 67.500 Glass Tvve B. C D E F G H +35.0 -70.0 +35.0 -67.7 +35.0 -65.9 +35.0 -63.9 +35.0 -63.6 +35.0 -63.6 +35.0 -58.9 +35.0 •51.2 +35.0 -44.8 +35.0 -40.1 72750 71.500 G _ _Type A Glass Type B C D E F G H +35_0-64.0.,_ _ +35.0 -64.2 -_„+35 OL_61.8 _., +35,0 -61.8 _._+35.0./-59_9--- +35.0 -59.9 -__-.+35.0-1_54.6_._ +35.0 -57.5 _ +35.0 j-49_5 +35.0 -56.7 __-- +35,01_45 3 -__ +35.0 -56.7 -_ +35_0 [ _41.5 __ +35.0 -S6.7 ._._.- t3 x, 38.6-.._ +35.0 -50.0 _.--_+35_0-/-355._- +3S.0 -43.6 __ +32.. _-K;8 -_ +35.0 -38.8 Glass Type A +35.0 /-60.2 +35.0 -57.7 +35.0 -55.8 +35.0 -52.5 +35.0 /-47.6 +35.0 -43.5 +35.0 -40.1 _ +35.0 /-37.4 +34.2 -34.2 +31.6 -31.6 76,000 74,750 Glass Type B C D E F G H +35.0 -60.2 +35.0 -57.7 +35.0 -55.8 +35.0 -53.2 +35.0 -52.0 +35.0 -51.9 +35.0 -51.9 +35.0 -49.2 +35.0 -42.7 +35.0 -38.0 80.750 79.500 Glass TVpeA _-_ Glass TVpe B. C D E F G H - +31QL-55.1-_+35_01-52.6__._ +35.0 -55.1 +35.0 -52.6 ._+35.0./^50.7 _ +35.0 -50.7 -+35,OL7.9- +35.0 -47.9 +35.0 -46.3 +35.0 -45.9 +35.0 -45.9 +35.0 -45.9 +35.0 -41.6 +35.0 -36.9 84.750 83,500 Glass TVPe A-_--+35_0 ----- Glass Type B C D E F G H L--- - +35.0 -51.4 ----1 _ -- +35.0 -49.0 -47.1 (-_---- +35.0 -47.1 +35.0 -44.2 -----1 _ +35.0 -44.2 +35.0 -42.4 ------1 -• - +35.0 -42.4 +35.0 /-39.6 --_ _.-_. +35.0 •41.7 +35.0 -36.6 --- - - - -- +35.0 41.6 +33.7 /-33.7 --...---- +35.0 -41.6 +30.7 -30.7 ---- ---•------ +35.0 -40.9 +28.8 -28.8 -/---- +35.0 -36.1 88,750 87.500 GlassType-A Glass Type B C D E F G H _-+35.0 -48.2 +35.0 -48.2 --+35.0 -45.8 +35.0 -45.8 _ +35.0/_43_9_ +35.0 -43.9 +35.0/_41.1 _._--+35.0 +35.0 -41.1 -39.2_- +35.0 -39.2 +35.0--38.1 - +35.0 -38.2 +350J-35.2 +35.0 -37.9 +321j^32.1 +35.0 -37.9 __+29-5 L29.5__ +35.0 -37.9 _+_27.6_/•27.6__ +35.0 -35.5 92250 91.000 Glass_Ty�e A-_--._-.-._-. Glass Type B, C, D, E, F, G, H -__+35:0[-45.7 +35.0 -45.7 +35�43:4 +35.0 -43.4 +35.0 /•41.5 _ +35.0 -41.5 _+35.0 J_-38.7 +35.0 38.7 _ +35.0 /-36.7 _ +35.0 -36.7 +35;0 /-35_6 _ +35.0 -35.6 +33.7 /-3_3.7 +35.0 -35.1 -t30:9 /-30.9 +35.0 -35.0 _- +2g_g1.28:4 +35.0 -35.0 -+26.6 /-26.6- +35.0 -35.6 LUCAS A. TURNER, FL P.E. 58201 A UPDATED TO 2010 FBC 10/1212011 .�`�p5✓NGFNS rTU•Q♦♦ice � V : R •. y .� n� KIND ORS NOTE: : v .' No 58201 ': : 1900 SW 44TH AVE. OCALA; FLORIDA 34474 1. IF SIZE INTENDED IS NOT SHOWN, � C * „ : tr ITLE , USE NEXT LARGER SIZE. (� I It v ; ' 9'. STATE OF : �+� O .• jV EQUAL SPLIT' COMPARATIVE ANALYSIS & ANCHOR CHARTS SERIES: RAWN BY DATE. 3500 ADE 2. WHEN INSTALLING FLANGE UWIT6 PROPRIETARYAND CONFIDENTAL i�T� � D P' �_�`� WITH ANCHOR CLIPS AS SHOWN ON IS THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM (p p 1 ♦ lS _\� ♦�♦j�sUON �;,,►��` MODEL SCALE SINGLE HUNG NTS wc. No03/16109 �iW$_466 LIMITED TO DI PSF.RESSURE WINDOW PERMISSION OF USTOM REPRODUCTIONTHE SYSTEMS, INC. IS WHOL PROHIBITED. ; EV. LETTER HEFT A 4 OF 10 INSTALLATION ANCHHOR, 3/16" MASONRY SCREW [C] 210 MIN. EDGE DIST, i]14: MIN. EMBEDMENT —{ [C] I F [C] BY OTHERS • e• • a. i BY BUCK BY OTHERS IA] 1/4" MAX SHIM SEALANT BETWEEN FRAME AND OPENING BY OTHERS 1 1/4" MIN. EMBEDMENT ICI i BY WOOD BUCK BY OTHERS IA] • 4, 4 ° 4 1/4" MAX SHIM . •, • IB) CONCRETEIMASONRY - & BY OTHERS • 4. •4 .A �.• 4 & MIN. EDGE DIS .. 4 I2JM C 44+A SEALANT BEHIND Q i SEALANT UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHHOR, 3/16" ELCO ULTRACON MASONRY SCREW [C] SEALANT BEHIND FLANGE BYINSTALLER HIGH STRENGTH STRUCTURAL GROUT PERIMETER SEALANT BY OTHERS 1/4" MAX SHIM BYINSTALLER IBI EXTERIOR FINISH BY OTHERS •: • o.o T 7 •f f f: 4•r • • a • • a. SILL STOOL BY OTHERS • USE,SOLID WOOD o . a i a •a �. a.; o • ao . a 'a .. o . a o .a .a SUPPORT TO MAKE :• • • o .. •. a • • a . a , • ' • • o• SILL LEVEL BY OTHERS • • • a a .a a • a , a • ' • 1]/4" MIN. EMBEDMENT II 2 112" MIN. EDGE DIST. 4 - IC] CONCRETE/MASONRY C FLANGE BY INSTALLER SEALANT F HORIZONTAL SECTION PERIMETER BYINSTALLER B FRAME (MASONRY) EXTERIOR FINISH BY OTHERS 1 3l6" MIN. ID) 114" MAX SHIM--y ]B] [— p' p� CONCRETEIMASON Y I I • BY OTHERS / . Z16_ MIN. EDGE DIST. p ID] p p INSTALLATION ANCHO . • , #10 WOOD SCREW D2BY • WOOD BUCK SEALANT BEHIND FLANGE BY t•a••..•. BY OTHERS t+;.'+; ••. • . [A] INSTALLER SEALANT BETWEEN ERIMETER SEALANT EXTERIOR FINISH FRAME AND OPENI BY OTHERS Y INSTALLER BY OTHERS G HORIZONTAL SECTION 9 FRAME (WOOD) OTE: HEAD AND JAMB IMILAR FOR 2BY INSTALLATION. ILL INSTALLATION SAME AS SEALANT UNDER SCREW HOWN BELOW. HEAD BYINSTALLER INSTALLATION ANCHHOR, 3/16" MASONRY SCREW SEALANT BEHIND [C] FLANGE BY INSTALLER 114" MAX SHIM [B] PERIMETER SEALANT BYINSTALLER - �D° D o D ti• D. o o EXTERIOR FINISH ' D. •D! BY OTHERS D • D ° ' ° ° ° D ° • • ° D °• o D IAL4_' MIN. EMBEDMENT D D.•°••D.i D D D D D[C] •AD (o ° D D • ° D • D • o D ° REFERENCE NOTES: 2JM MIN. EDGE DIST. -I CONCRETE/MASONRY [C] [A) SEE NOTE 10, SHT 1 SEE I40TE BY OTHERS [B] 2&3, BHT [C] SEE NOTE 4, SHT 2 [D] SEE NOTE S, SHT 2 H ALTERNATE PRECAST SILL DETAIL [E] SEE NOTE 6, SHT 2 9 FRAME (MASONRY) i i irec a ri ionico ci o c eaom A UPDATED TO 2010 FBC 10/12/201 BY OTHERS ] ] E VERTICAL SECTION ((/t I /"( 9 FRAME (MASONRY) PROPRETARYAND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE. SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC.ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. fROO WINDOWS & DOORS SW 44TH AVE. A; FLORIDA 34474 INSTALLATION DETAIL THRU FRAME 3500 DRAWN BY ADE DATE 03/16,09 SINGLE HUNG SCALE NTS OWG.NO CWS-46 REV. LETTERA SHEET 9 OF 10 rENERei NOTES• 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D,) HAS BEEN VERIFIED FOR ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE / SROWARD COUNTIES).-,,,.....•�'� DESIGN WIND LOADS SHALL BE DETe'R KE ABOL< MENTIONED CODE. FOR A WIND SPEED AS -REQUIRED BY THE ,JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Kd=0.65. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7. 9 THRU 17. IN 1 NOTES: �LlEO AT % 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G. TAPCONS, ELCO PANELMATE, ELCO TVAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". v� B.2) —3/4.6 SCUD SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'o-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX, (A,S,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2. 7, 9 THRU 17, -IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS WM USED IN THEIR ANALYSIS. A DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS # 0321.01-05, !P 0812.01-05 AND III 0119.01-06, PER ASTM E 1888-02, E 1996-02 AND ASTM E-330 STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 AND 3: MISSILE TYPE D (BASIC PROTECTION ONLY) AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED 8Y SECTIONS 6.2.1.1 AND 6.2.1.2 OF ASTM E 1996-02. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. 3. ALL ALUMINUM EXTRUSIONS SJ�iALL BE ALUMINUM ASMWTION 6083-TB ALLOY & TEMPER UNLESS OTHERWISE NOTED. STORM PANEL COMPONENTS U4 STUDDED PLATE AND U5 SNAP CAP ARE PATENT PENDING. A. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AJSl SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WA 50 ksl YIELD STRENGTH --AND 90 kst TENSILE STRENGTH & SHALL COMPLY iW/ FLORIDA BUILDING CODE SECTION 2411�.3.4. a. BOLTS TO --BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES-MNLESS STEEL, WITH 35 ksl MINIMUM YIELD -STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) -1/4"4-TAPCON ANCHORS AS MANUFACTURED BY I.T.W,/BUIUOEX. -T/4"o S.G. TAPCONS AS MANUFACTURED BY ITW/ BUILDEX. -1/4'0 PANEL MATES ANGHORS MALE OR TVAS AS -MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4°0 X 3/4" SOUD SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G. TAPCONS IS i 3/4'1 FOR ELCO PANELMATE AND ELCO TVAS IS 2". A2) 3/4`0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. -1/4"W -20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS -BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES A1) & A.2) ABOVE. (B) TO EXISTING CONCRETE BLOCK WALL: -1/4"6 TAPCDN ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX, -1/4'a -S.O. TAPCONS AS MANUFACTURED BY ITW/ BUILDEX. -1/4'0 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4"0 x 3/4' SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. ANCHORAGE SHALL BE AS INDICATED ON NOTES IN B,1) & B.2) ABOVE. (C) TO EXSTING-WOOD FRAME PERFORMED BEYOND ANY-FINISH(SPECIFICATIONS iMATERIAL AT WALL LIEBRICK( VENEER, STUCCO OR ANY OTHER O FINISH. (D) ANCHORS SHALL BE INSTALLED 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS I THRU 13 (SHEET -4 THRU 8) EXCEPT THAT HEADERS 2, 3, 3A & 4 SHALL NOT BE USED. 8.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTIT. 10: (o) THIS P.E.O. PREP_AREO -BY THIS ENGINEER IS GENERIC AND -DOES NOT PROVIDE INFORMATION FOR A.SITE SPECIFIC PROJECT: Le. WHERE THE SITE CONDITIONS'BEVIATE FROM THE P.E.O. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF -THIS PRODUCT, BASED ON THIS-P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT -SITE IS THE CONTRACTOR'S RESPONSIBILITY, (c) THIS P.E.D. WILL BE CONSIDERED INVAUD-IF ALTERED BY ANY -MEANS. (d) SBECOMSPECIFIC ENGINEER PREPARED OF RECORD (ER.)FR REGISTERED A FLORIDA OTHE PROJECTAND ARCHITECT WHICH WHO WILL BE ETHEOTHE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a) L. BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED 11. SHUTTER MANUFACTURER'S LAEEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH -SECTION 1715.6,3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL 13E PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 171 B.S.2 OF THE FLORIDA BUILDING CODE. FLORIDA BUILDING CODE (Non Nigh Velocity }Hurricane -nATE: RE', �'T: PERMIT NO: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION ® 2300 Virginia Avenue P D Fort Pierce, FL 34982 772-462-1553 APPLICATION FOR STORM[ SHUTTER PERMIT 1. LOCATIO'N/SITE ADDRESS: -S%DS P- r 2. PARCEL 1111) NUMBER: 3!/6 P _ 6oq-636,z/-.by G / 3. DESCRIPTION OF PROJECT: 4. TYPE OF STRUCTURE: SFR: VN MOBILE HOME: 5. OWNERS INFORMATION NAME: 1'6w1 -P.Ccs &e_ IQ bQc1jdJ6 ,aj`, Z_ ADDRESS: _5 20:K PAL"1d - CITY: i 4 Prue lz ems! STATE: ZIP CODE: ?2/9f�' PHONE: / (,- j �14 EMAIL: OTHER: 6. CONTRACTOR'S INFORMATION FL REGISTRATION/CERT #: COUNTY CERT #: of G/ S a C, BUSNESS NAME: 62"54 634,511 PHONE NUMBER: Lz6 Gj. 'J 9ko_ EMAIL:' Type of Surface attachment: Wood Frame _>- • Concrete Masonry Other PRODUCT TYPIk PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE PANELS ✓ p R ACCORDION 1 ROLL -UP 1 FABRIC OTHER 1 ) ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SH L BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXSTING RESIDENTIAL STRUCTURES ON SACK VALUE OF CONSTRUCTION: $ �SDU �� PERMIT FEE: $ OWNER'S AFFIDAVIT:: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRINT NAME OF OWNER OR CONTRACTORIQUALIFIER SIGNATURE OF OWNER OR CONTRACTORIQUALIFIER STATE OF FLORIDA, COUNTY OF S?_ [I&I Lr ACKNOWLEDGED BEFORE ME THIS _" DAY OF �t� 24 _BY, M i Z56EW ff 4 f? eS WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY TITLE: NOTARY PUBLIC TYPE�� L� DONALD M HOLMAN N L 4ME OFTAR' % . ': MY COM4TA�.ION # EE126749 COMMISSION NUMBER EXPIRES September 20. 2015 401008-01b3 Fbddallote .cwn NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SLCPDSD Revised 4/10/2012 JC �F. -� �s,I�14e.� s� sZAatf�' �ejh,i.n Ly u 1• yam, 2013-08-06 0932 EAST COAST ALUMINUM 7724647603 >> 7724621148 P 313 r-loncia muming 66ae unlme ( - Page 1 of 2 Professional Regulation .`iDrida Uepartnlent.j B05 Horne Log in , user m9istration : Hot Topics : Submit Surcharge 5tats ® Facts Publicatlorts F�Slab BCIS Site Map UnW Search Busines nal>�� ,4�\ \ ',t, ProfessioQi-product Approval' �'�ff�'t�; USER: POLnc User �'✓ �s ' Regulation r', utlun AuUnrv,J Mrnu t• MuUvir u, nuu11LAtuL'_ii'4!L •' r�t7Y1SCLt![!.l,ad ' Ap et �Y`ye e?{��?I 1ik4d �eS� htsTil FL # FI,1196a-R1 v Application Type Revision .• Code version 2010 Application Status Approved — comments Archlved 'I'.L' PrOdud Manufacturer _.__Address/PhoneJEmail__ _ _ __ Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email category Subcdtegory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Explratlon Date Validated By Certificate of Independence Eastern Metal Su 426 --West Palm Beach, FL 33407 (800)432-2204 Irodrlguez@easternmetal,com Bill Feeley lrodrlgtre=®easternmetal. cOm Shutters Storm Panels Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Walter A, TI111t, Jr PE-44167 National Accreditation and Management Institute 12/31/2013 John Henry Kampmann Jr, Validation checklist - Hardcopy Received Ft.1196-1 R1 COf FASYFRN MFIAI C'ertrflcation of indeoendenLg c1l;w•g 11-226�tlf Referenced Standard and Year (of Standard) Stiiiindard ASTM E1886 ASTM E1996 ASTM E330 Equivalence of Product Standards Certified Dy "ar 2002 2002 2002 http;llwww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPrn$k... 5/1/2012 r I:FA'ERL NOTES: - I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P,E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL ypj BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE / SROWARD COUNTIES). '- r DESIGN WIND LOADS SHALL BEp HE-,ABMENTIONED CODE, y FOR A WIND SPEED AS -REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONAUTY FACTOR K0=0.65. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. IN ORDER TO VERIFY THE A90VE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL Be FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING -THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX, (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7. 9 THRU 17. AN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HU USED IN THEIR ANALYSIS. A DURATION FACTOR CD=1.60 WAS USED FOR VER.IFICAT1CN OF FASTENERS IN WOOD, STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS f 0321.01-05, 0 0812,01-05 AND 8 0119.01-06, PER ASTM E 1886-02, E 1996-02 AND ASTM E-330 STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 AND 3: MISSILE TYPE D (BASIC PROTECTION ONLY) AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 6.2.1.1 AND 6.2.1.2 OF ASTM E 1996-02. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOfiIATION 6063-TS ALLOY & TEMPER UNLESS OTHERWISE NOTED. STORM PANEL COMPONENTS STUDDED PLATE AND �5 SNAP CAP ARE PATENT PENDING. h ALL SCREWS TO BE STAINLESS STEEL 304 OR 31B AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN SONS W/- 50 ksl YIELD STRENGTH -AND 90 kGi TENSILE STRENGTH & SHALL COMPLY -W/ FLORIDA BUILDING CODE SECTION 241117.3.4. S. BOLTS TO -8E ASTM A-307 GALVANIZED STEEL OR AISI 3D4- SERIES -STAINLESS STEEL, WITH 35 ksl MINIMUM YIELD. STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) -1/4'6r TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4"0 S,G. TAPCONS AS MANUFACTURED BY ITW/ BUILDEX. -1/4'0 PANEL MATES -ANCHORS MALE OR TVAS AS -MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4'0 X 3/4" SOLID SET ANCHORS, AS DISTRIBUTED BY -ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES: AI) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.S. TAPCONS IS 1 3/41 FOR ELCO PANELMATE AND ELCO WAS IS 2'. A.2) 3/4"0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. -1/4"0 -2D SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS -BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A2) ABOVE. (B) TO EXISTING CONCRETE BLOCK WALL: -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4"0 S.G. TAPCONS AS MANUFACTURED BY ITW/ BUILDEX. -1/4"0 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4"0 -x 3/4' SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. 1L ✓9 '- SI O N N'L­����'`� NOTES: 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G. TAPCONS, ELCO PANELMATE, ELCO TVAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". 8.2) -3/4"0 SCUD SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES - - - - - - M-U.T) & B.2) ABOVE- (C) PERFORMED BEYOND M' A-EFINLH BUILDINGSMATERIAL AT WTO EXISTING -WOOD FRAM, -SEECALL LKE BRICK VFNEER,ON SHEETSI STUCCO OR ANY (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS MANUFACTURER, 7, PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 (SHEET-4 THRU 8) EXCEPT THAT HEADERS 2. 3, 3A & 4 SHALL NOT BE USED. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. IU. (G) THIS RED, PREPARED -BY THIS ENGINEER IS GENERIC AND -DOES NOT PROVIDE INFORMATION FOR A.SITE SPECIFIC PROJECT: Le. WHERE THE SITE CONDITIONS-OMTE FROM THE P•E.O_ (6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF -THIS PRODUCT, BASED ON THIS-P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT'SITE IS THE CONTRACTOR'S RESPONSIBILITY, (0) THIS P.E.D. WILL BE CONSIDERED INVAUD-1F ALTERED BY ANY -MEANS. (0) SITE SPECIFIC CPROJECTS SHALL BE ENGINEER PREPARED OF CORD (E,O.R.)FOR THE PROJECT AND MENGINEER ARCHITECT OR WHICH HO WILL ERESPONSIBLEFOR BECOMETHERE CORD THE PROPER USE OF THE P,E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E,D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, (e) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 11. SHUTTER MANUFACTURER'S LABEL SHALL E LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL 4N ACCORDANCE WITH "SECTION 1715.8.3 OF FLORIDA BUILDING CODE, ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1715.8.2 OF THE FLORIDA BUILDING CODE FLORIDA BUILDING CODE (Non High Veloclty -Hurricane Zone' 02071 MIECD, No. 0.050" -BERTHA ALUMINUM STORM PANEL N.C.V./R.E./AG. (2.00" DEEP) DRAwN er. EASTERN -METAL SUPPLY, INC DATE' tL C rLa, , TILLIT TESrING & ENGINEERING COMPANY wE4r PALW aE4G( FL J3407 FIMNC (581)i0)-eSG]. FAY: (561)841-1716 T T -221 U56 N54. ]6Y,. St, �. ]OS NN4TW CIA'0.�• '. R. ]]N6 P,evr, WClU)t-15]0 . PoP , (]G)B)t-t661 m caz,,mrct yrt — I — DRAWING N4 EB-000921e NUDEF A TW7 dr.i PE �c9-1"s ll6 SHEET 1 OF 17 T 4.101 " (TOTAL WIDTH) 12.000" (EFFECTIVE WIDTH) x70" 1.070' 1.070' {1-I �. @AS APPLICABLE 1BDO" (TIP.I MA) y 8 �\.0.250" N -i 2.020" 2.020" I -- FULL PANEL W/ HEMMED EDGES 14,375' (TOTAL WIDTH) 12.000" (EFFECTIVE WIDTH) Q@AS APpUL119LF i i �/ 1 050"AYp.) Z� 7 f1YpJ 'Ipn o N 0 -� 2,020" 1-- -•4 2.020, �-- OPTIONAL FULL PANEL WO HEMMED EDGES 8. 151" (TOTAL WIDTH)- 6.000"(EFFECTIVE NDTH) I 1.070" 4.880"--I 1.`70 •' ®•�AS APPUGITT"E� 1 rr,�a S a f c 0.250" N 2.020' �- HALF PANEL W1 HEMMED EDGES 8.425" {TOTAL WIDTH) DO (EFFECT)VE WI077- 1,070" 4.880" 170' / AS APFUCABLE �/ f 0. RYP.) I OYPJ 0 0 0 o N d --� 2.020' i - OPTIONAL HALF PANEL VO HEMMED EDGES (1) STORM PANEL SCALE: 1/4•-- 1 " �uaz, CONCRETE ANCHORS (SEE SCHEDULE)�M r-I I Min. I Idin F--J"ICONCRETE ANCHORS (SEE SCHEDULE) J"-I 1'-.• STORM PANEL MM+� TYPICAL ELEVATION N. T. S r1/4" max, GAP 114" Max. CAP-1 .SFCTION A -A 111a1{'G� N. TI4l7- slt SIONR� PANELS RMAMO AT BOTH AM lP77H TRACKS -OR-.05aw Af01J = ye A.SD,I D-r=M PRESSURE RATING (pall) No. -FANEL LDVOTH L M.) +40.0, -40.0 12'-4" +45.0, -45.0 12'-0" +50.0, -50.0 11'-0" +55.0, -55.0 10'-a" 460.0, -60.0 9'-4" +70.0, -70:0 8'-0' 480.D, -80.0 T-p" +90.0, -90.0 +9G:0,--100.0 5-7" +90.01 -710.0- 5'-1" +90.6, -120.0 4'-8" +90.6, -130.0 4'-D" C M4.0" A:SD. DEb1DN PRIE'SURyE RATIND U....PANQ LFNDTN L (R.) 440.0, -40.0 446.0. -45.0 455.0, -55.0 +60.-0, -60.0 7'-s• +80.0, E0.0 5'-8" }SILO, -90.0 +90.0. -100.0 +90.0. -110.0 +90.0, -120,0 4'-9' +90.0, -1J0.0 1 4'-4 1/2' MAX. A.SD_ DESIGN PRESSURE RATING & MAXIMUM PANEL LENGTH FOR INTERNALLY REMOVABLE PANELS AS PER MOUNTLNG iWALLATIONS ON SHEET 7 OF 17 IS + 50.0, - 50.0 p.s.f. W/ 88" MAX PANEL LENGTH. MAX A.SD, DESIGN PRESSURE RATING & VAkIMUh- PANEL LENGTH FOR MOUNTING AS PLR ALTERNATIVE 11 AND 14 ON SHEET 14A AND 15 -OF 17, RMP-E TTVELY, ARE +50.0,-60.0 p.0 FOR 78" 16'. Pza L NCTH, AND +5D.0, -5D.0 p.s.L fOR UP 70 108 PANEL LENGTH. FLORIDA BUILDING Hurricane . 1.25,• uae' I - Low r t x am .ail • � 1/r• a -20 S. S. AWCHM eov w/ MJr o w.sNER 10.M1 I 171. .I rO' N ifi �ra. cay � � � p � � a`6a � � +�:4L p Y�s6 .ree• � e a .094• - s° =one. au' v. R.2 .090' .090• .09I' vy �2.115' •{ �2[m• i �. ri j_ �JI. 2.dbf• wx Its—a.us• \T ©.�li 2464' 299!• © a + 5° 3• MAY, ANGE &SO OUr MACKEr •t• O _�lrTr. aUa.BUI�D OUT ® � • O �r, a/e-. r•HEADER scue: a/e•.-Y . sale, a/d• . 1 • s00e a a/J• . P m' .:1ee• . - r/xr , io d, ctE , rvD 1/ ' °R Im m`,cwOr in. -j at&w/E r L i ]5D r a 9 ML9NOS SbOWN a iJ• a �D Y DN 9Ec710NS S .03 L LOIr WOON I + I--Jana•—� I---i.mz•—J 4w. y� i aax• © JtEYERSED a+a ANGLE ?RAEK ® a 0 .STUDDED ANGLE ®kpN Lc WITH— /' • LEitq S UO seuE : a2• • r -sole r ya• = r• eora-la .va,. wm � t/+• • '` '�scm r•' snrv,a/e• � •Ve' mils' a JI7' ' I ' 225' " m -20 fv .J .TO9ERfcB 9. ,Tj 062• 9 it RAT R7 p I t71Y I T� PUiE 8_ QdldL 75E ®11• aC. 7.]e0 1 i— oa!° .."-A ,625 2 lAia .0e5• rerrrJJu�.�� LARGE KEY f(D y30 KEY HOLE AT PANEL KEY N yd �P� AT PA ', l FUND HD NEL _KEY .MOLE WASHER ©5►IIDDED PGA71E J88' euu[: J/�' - i' 6Wl fie• . ,• \ 7, .aR,Rldaedu• i �� �i LyII1-.,."d' i '-iI (-ram . �� ♦ :� t %T"A-tF 188 \� r.l75• rrP. I� � a I � "" JJJrrrrrr aw asa I I FLORIDA BUILDING CODE .(.Non High Velocity Hurricane -Lone) pg B.O. ANGLE I J J J' 02011 mrrco, avc. 0.050" BERTHA ALUMINUM STORM PANEL AuamRd/a.0. i@SNAP CAP : y, ",. �� L~°S9 (2:00" DEEP) D�mr 60,J-16 ."tO1 . s0ue ye• - ,• DETAIL is sruo w/ wwc Nos +a/oe/n EASTERN METAL -SUPPLY, INC D4>E COMPONENTS 1IN E e o O W 4288 mM . F M4 1 TESTING .. ENJMEERINa OW61 Pau BEACH, .' 56119 esse RYL aeN._5l;, 51e. a65. YAtlw mA 95, il� J1166 PNON£• (5B1)209-d16], £AY: (561)8e+-17,8 I 7° IAn. SEPARATION �- TO GLASS i I I SEPARATION TO GLASS 1/1' O TA�CONS W/I 1/2' MIN. To EXZS PENEfRA710N HE40ER (SEE SCHEDULE) 1 I I I I 1 I ^a I 2• Min, I 2 I •'�, .• I I I 1 I 1 1 I Cant. I 1 h i MOD HEADER i 1 ; ��R6D DER I I I I WOOD HEADER 1 1 Z' / RFAUN7ED I i 1 �i i I REDulREO I 1 I I' Uh SEPARATION I 1 1 h 1 I TO CLASS t' Nin. i 1 r j 1' M'n, I 1 1 SEPARATION I 1 "CLA ON i I W I I TO GIA55 I I 1 ALTERNATIVE _ 3d ` I 1 1 I l,14' 0 20 x !/9' 1 SS. 8 TS W/ 7/81 x i 7/9' a TAPWNS ry A S21 a . NLIT ® I W/) 112' N)N I 1 f2 O, C I I ° DIREAM PENETRATION 1 I 1 I I 4 TO EXISIM? WOOD I I HEADER. (SEE SCHEOUL6) roxr. I p 2 o Coat. 2°'� (CPA' PDS/IIOW +) 1 1 g 1/4' 0 TAPCONS ��!` W/ 1 !/2•Mn. INREADED 1 2., 1 T PENE7RAnON'r0 MLDW7D24 I 1 I I .Min. I GE PL47E. (SEE SCHEDULE) I I I I 1 I SEC-_TION ®-NVGNOR L T 1Ed .s00• �.REOUl� ---f�y� I 8 ConL OpftON J2 y - I 7/5 x J/.T2• W/NG, NUT B GanL. 2 � ALTERNATIVE 3A 3 EF. 9T7D A4 I 1/9' 0 TAPONS SCREWS W/ 17/2' Nin. I�OT a TAPCONs ; 1 THREADED PENETRATION W/ r 14 Min. THREADED I 1 1. 0 MOWlDTH OF PLATE, PENETRATION 0 MIDYRDTH I (SEE SCHEDULE) OF PLATE (SEE SCHEDULE) �_ 1 ° N,TO S � T10N I ANCHOR i I/4' 0-20 x J/4• ' I i E• \ (CANT. J1 �� AL TERN TIVE Z i J%72�N '� I - (GPDx POSITION,r) SCALE; 1/2' = t' MM1 t2 0. C. NUT i I I 1 1 I 1 r .500• 1 s- Cant. cnON ® SWD 7Ys a 1Ej++NA171VE 4 I .® IZ''O. C. I SCALE: 1/2' = 1' W 2)`'rr(vAm r I I� 4° t/rAPcoNs NOTE FOR COMBINATION OF S£CIVNS : W/ ia 1/2- Min. RIREADED f B=. SNAP CAP ©70 _ PENETRATION 0 MIDK707H 'REMAIN CLOSEQA NGN ,g.,7� f - BE COMBINED hV ANY WAY TO 5� ANY MSTALLAnOM t'T1Ij010/AAAAT� fi �' �� SCHEDULE) HURRICANE cDNLxrroas. UILDING CODE (Non High Velooify HUfrICane Zayre) `" ctu+L fdlf s e201r mTEca. INC.0.050" BERTHA ALUMINUM- STORM PANEL N.O.Y./RE,/A.c. {Z.00e DEEP) DRAWN BY., NOTENS7ALLA71ONS ARE ONLY VALID FOR MAX AS DESIGN PRESSURE RAT ND 44167 r• EASTERN .METAL SUPPLY Im//, y I2/06/II 1/97'' 0 TAPCONS EN 0 TAPCONS .. TTL+'EAD--D PENETRATION 1/1x Y/N. TO MCSTIMS WOOD DED PENETRATION HEADER. (SEE SCHEDULE) USING WOOD .R. (SEE SCHEOULI7 1.125•I I I B SECTION ® STUD AND PANEL LENOTHS AS PER SCHEDULES ON SHEEP 2_. ` = c f L Fr� INC. 0 1266 WEST ROADS DRNE �� y ALTERNATIVE I SCALE : 1/7" = 1` - 2. SEE ANCHOR SCHEDULE O.N SHEETS 76 E( T7, J. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE 50U7:ERN ;--• c e 4 ••. l N F \\ e 'p / ' TIl l rt n:STING % ENGINEERING COMPANY NS N,H. STn m., SW ]]!, WiGNA GA]EIIA R. ArlB F : 0!lJ6n-nw . Toa : rolAnn-Isll wc57-''ALL( BE.tCH, FL 134D7 P/nX1F. (56I)209-B2aJ, FAX (561)64 t-1716 11-221 ORAtYrNO Nn PINE No. 2, W/ SPECIFIC DENStT- OF 0.55 OR EQUAL �� '•. �L O Ft � •• `,� 1\ EB-DD06719 �� � �-I�a �'� °a �t \ d1 • Ci -1 WITM A TLLIT Jr., P.E FLGRIDA Lic. 64I6J SY.EET 12 OF 17 11e ,,.a.nlall AYX m ASO. Daw PRLSSURE RAnAC (P,.l.) WOOD FASTLN£RS ID ALIEANAM6 / d ANY O9Af9DE11AN OF Dim 7IIIWUAI HIIJEL awm 11(11) RfOIT.AR ]APOYNE 9.O dPLON PAn PWA1w7F NAS 12" NIA HAA I (TOP) 12' WA AI/A 1 (807TOM) r2 WA WA 2 ((OP NIA NIA BD - B' WA WA 3A (TOP 9 WA WA T70M) 12' WA AVA 4 (TOP) 12" N/A WA 4 C80770M) 9' WA NIA 54 (TOP) +40.. 0.0 B' WA WA 5 (86770M) 8.OR' 9° NIA NIA 6 (BOTTOM) B 1/2' WA NIA 7 {BOTTOM) LESS NIA 12" - LESS - _ A/IA 7a° 72• 8-tBOT117M A T2 12" 12" N/F 'WA 9 (BOTTOM B' WA NIA- OTMAI) 9" NIA 9' 11A (TOP) 4' NIA 4' 17 (BOTTOM) 6" N/A NIA 13 (70p) 6' NIA N/A /3 (80170u) 4' 4' 4' 14 (BOTTOM) A.SJ' 4 RATAVL (ps/.) xW0 FA9IENp7S APF.CA9tr m A21L78Y.1RVES / 6• ANY CO71EPfInON or TRH YAAIN'JY PANE1 LERLRI i' CRJ RFGUUR 1A°L015 SL.TAPCON PAAEtKIi£ NA$ 12' NIA NIA 1 (TOP) 12' NIA NIA 1 (BOTTOM) 12" NIA NIA 2 (70P) _ -9" WA WA 2 (8071 W) g" MIA NIA J4 (TOP) 9" WA N/A 3 (BOTTOM) 12" NIA NIA 4 (70P) 72' WA NIA 4 (BOrmhf) g" NIA NIA 54 (MfP 5 112" NIA NIA 5 (80770M) 5 112' NIA NIA 6 (BOTTOM) +40.0, -4A0 5 ' NIA WA 7 (BOTTOM) >8'-0' NP TD OR ' LESS NIA 12" 12' 8 (7HP) • 1J=0° • - WA - 12- • 12' • 8 (BOTTOM) N%A W • 12' • 9 (TOP) 12" WA WA 9 (BOTTOM) 9 1fA" NIA NIA TO (BOTrON) 9° NIA 9' tIA (PIP). 4' ^ N/A 4" •• 11 (BOT70M) •• 6° NIA WA 1J (70P) 5 1/2- NIA NIA 13 (BDTTON) 4' •• 4" •1 4• •. 14 (BOTTOM)-' + USE 6" OC SPACING FOR PANEL LENGTHS LARGER THAN 10' - O' AND USE 72' OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS FOWL OR SHORTER THAT.' 10' - 0" rr VAUD ONLY FOR UP TO 108' PANELS LENGTHS. �'•. TST)TtOF a�FF •' f�ORIDA.•'���'�L`'k " �SS�ONAL �� +n>P>rArEN AWIYUM ASLL DESIGr1,n PRESSURE R4no (px/) W000 E%S7EhRS AP➢L4: x TO AL7ERH1//yf3 / d ANY C0'0.M ON OF THEY µWNW PANEL LENOM 1' (kJ RECLVAk 1APOONS SC.7APCdY °.n5 OR PAMWAIF nos 12' WA WA I (TOP) 12' NIA NIA 1 (BO7JOM) 12' WA A'/A 2 (TOP) g' WA NIA 2 (BOTTOM) g• NIA NIA 34 (MP) 9 • NIA N/A J (BOTTOM) +40.0, -40.0 UP TO +60.0. -60.0 12' WA NIA 4 (TOP) . 8'-0" OR LESS 12" WA NIA 4 !'BOTTOM) g• WA N/A 34 (MP) B • WA WA 5 (LTOTTOM) 8• WA NIA 6 (BOTTOM) 5 112' WA NIA 7(--) NIA 12° - 12' _ 8 (TOP) N/A 1a' 72' '8 fBOTOM) _ NIA L2" 12' 9 (TOP) 12" NIA NIA 9 (BOTTOM) .5- NIA NIA f0 C90770M) 9' —N/A 9' 11A (TOP) 4' • NIA 4' • I1 (80T10M) 6' WA NIA 13 (TOP) 6' NIA NIA 13 (BOTTOM) 4' • 4. 1 4. 1 14 (80770M) r VALID ONLY MR UP TO +50.0. -60.0 P.I.I. MAX. A.S.D. DESIGN PRESSURE R477NO W/TH 78' Mar. PANEL LEN0771S OR FOR UP TO +50.0. -50.0 p, .f. MAX. A.S,D. DESIGN PRESSURE RA77NG WITH 96' MOT. PANEL LENGTHS. FLORIDA BUILDING CODE (Non High Velocity Hur loose JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3862570 OR BOOPe—`,16 PAGE 91, Recorded 08/06/2013 at 3 AM NOTICE OF COMMENCEMENT Permit No. Tax Folio No. .3Y02 •GOB/ •0349 -Ow -/ State of Florida County of St. Lude The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement. Legal Description of Property: (and street address if available): 770Y pA/Mi io!. 7 AAt *4A de;W M re •Ln.i OY 41A LA AatSG .r0rr/2fAMWe General description of improvement: /e>r f eo" 4f4 f -1 S/. r -14 of Owner Information or lessee information If the Lessee contracted for the improvement: Name _If/I-1/Illaf�4rri•••n..r•eZli�tra.wan�JiCt� Address �7,0 /�d/wta /.��. f�A: i [./. J�/�YD- Interest in property: Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: gZa S i 9!04 si /; ZA * 11 A, w, & ed" dfillS Contractor Address:_ a" 4,:// AR g- 61Akse" J5f .iPhoneNumber:77m7-464,V•2 jV0 Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number. Lender Name: Phone Number: Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1) (a)7., Florida Statutes: Name: Phone Number: in addition to himself or herself, Owner designates ir erJi/jA.t Lf fs� S��Ufi 4%�hto receive a copy of the Uenor's Notice as provided in Section 713,1311) (b), Florida Statutes. Phone number of person or entity designated by owner. _7 )nl • 4L4- %6 y iU Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SiTE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I ha read the foregoing notice of commencement and that the facts stated therein are true to the best of my kn�abellof. � c (Signs ure of Owner e , or Owner's or lessee's Authorized Officer/DI or/Partner/Manager (Slgnatoiys Title/office) The foregoing Instrument aet was acknowledged before me this.? 40/ day of ff e Awtk , 20 ByL Ir/A0mt as �WOet' / for Name of Person Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed ,w-- ^-- ally known_ or produced Identification ✓. (Signature of Notary Public- State of Flodd* DONALD M HOLMAN (Print, Type, or Stamp Commissioned Name of :)MY COMMISSION S EE1126M f Iderd�cation produced ridrr0A1f LIC(MfE EXPIRES Septernber 20, 20f 5 ae car wtaa ram STATE Of KLOAIDA ST. LUCIF 110LINTY TH I $.-IS TOUnTIFYTHATTIiISISA TRUE 0-AN,REQTCOPY OFTRE .:UMIi xVLER DeiwtytClerk Date: �1. 2013