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Home My WebLink AboutSUBMITTED PAPERSC6 Date: &111 I Fee Due:' _4T (AJ I Receipt# 5ff)5ff I `j Permit # J c G St. Lucie County Building & Zoning Department 2300 Virginia Avenue SCANNED Fes. Fort Pierce, FL 34982 13Y &2 �ORIOP • 772-462-1-1553 St. Lucie County '6 APPLICATION FOR REPLACEMENT OF 63,66 WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: .5003 echo A % t S e�cQ 2 a8l / 4 3 V 2 'S—1 II SECT 1 1�2 I TWP I ?q� I RNG I � P /'KI ZNG fS4 I LU INIT 2. PARCEL ID NUMBER: 1,3% 2. --XO / 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY fir- o Dl) - lY1 � �J 4. TYPE OF STRUCTURE: a"SFR ❑ OTHER 5. OWNER INFORMATION G' 6. CONTRACTOR IN]vORMA 16N Name: &AFL Reg/Cert Address; 52-o,3 ec In P) A th ej &'rde- 5ZlCounty Cert#: 1 7 U0 Sou VX-, Yl��City: /pt/ce State: FL- Business Name: -Vvbe 7'7a—;24-- -(- ?-/tfco&77�/ Zip: 31f9�/ Phone: 33f'& Phone 0> - j 3 Fax /D 7 � Product Table 1606.213 ** 15' maximum height Minimum Design Pressure Design Pressures 130( Manufacture Model Number NOTICE OF ACCEPTANCE # FLORIDA # 130 mph 140 mph Windows & Skylights Exposure B 40.7 47.2Exposure a9-10 C ** 49.2 1 57.1 Swing & Garage Doors Exposure B 1 38 1 44 Exposure C ** 1 45.9 1 53.2 7. VALUE OF CONSTRUCTION: $ , owo�- OWNER'S AFFIDAVIT: I certify that all of the information contained in this compliance with all applicable laws regulating cons work will be done in 6a r Ai'61hailn PRINT QUA I ERS/OWNE NAMEf A OF QUALIFIER/OWNER STATE OF TATEOF FLORIDA, COUNTY OF S�' k1CC4 C— ACKNOWLEDGED BEFORE ME THIS -11-3 DAY OF ✓GN • 20 / / BY SICA/ WHO I RSONALLY KNOWN TO OR WHO HAS PRODUCED AS DE�N1 TI ICpATION. lJ i� �� (seal) SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER •, VICTMANNWOF My COMMISSION # EE tons EXPIRES: June 28, 2015 Window, Skylight, Doors, Garage Door permit application 7/18/05 dmg '�p,'f ..r Bonded Thru Notoy PuW Undemdm NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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. ❑ Attach 2 copies of the'NOA or Florida approval with details to the product being used INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: .............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which the product is to be installed. 5. CONTRACTORS INFORMATION: .................................... Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION: ............................................ Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 Window, Skylight, Doors, Garage Door permit application 7/18/05 dmg JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3611930 OR BO;" i310 PAGE 589, Recorded 07/22/2011 i` -):33 AM AFVFkR CORE»NG-RrFURN TO, PERMIT NIIA�R: NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the followin3 information is provided in the Notice of commencement. �� I. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: / 312- — 1 /— P/ SUBDIVISION BLOCK TRACT /?_ OT BLDG NIT ah a es S/n -/ —/3,� 9S �/4it77 //ems 0 2-3- YG>> 2. OF 3. OWNER INFORMATION: a. Name / at b. Address 52 n 3 " Y/✓1 A1� C d. Name and address of fee simple titleholder (if other than 'OR'S NAME, ADDFMS AND PHONE NUMBER: S 4S / FP. NL V If,). -)7 in property 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. 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.,11orida Statutes: NAME., ADDRESS AND PHONE. NUMBER: S. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) , 20_ & a IF Signature of Owner or Owner's Authorized Officer/Direclor/Partner/llfanager Print Name and Provide Signatory's Title/Office State of Florid: �G County of • j The foregoing instrument was acknowledged before me this /day of rJ 1 , 20�I /. By — Yr e 12 A), rant_✓• , as A2t1 n (Name o persot� (Type of authority..,e.g. Owner, officer, trustee, attorney in fact) For �� (Name of part)1on behalf of whom instrument was executed) Personally Known or produced the following type of ID: , ."Tile . (Prinred Name ofNotar y Public EXPIRESJtttte2B,2815 ) (Signature of Public) ,qt, , _eroded TMattMayl'uDkU�tAetMl@nf Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (section 92.525. Florida Statutes). Signaturc(s) of Owner(s) or Owner(s)' Authorized Ofrrcer/Director/1'artnerlhlanager who signed above: B)'.X- G a lf�� By STATE OF F1 OR104 ST. LUCIE COUNTY T,trTYulcrcll THI! TRU OR I' By: na1 DESIGN PRESSURE CALCULATION for Exposure C, Wind speed 130 mph and Mean roof height 15 ft Contractor: Preparer: Project Address: South Florida Aluminum ProductJohn 5203 E. Echo Pines Cir. Ft Pierce FL # Width j Height Location +' 1� 24 60 Interior 36 78 39 93 2 48 60 Interior 35 09 y "3j 24 60 j Interior I 36 78 ° i 39 93 4'{ 24 60 Interior 36 78 39 93 51 24 60 Interior 36 78 39 93 6! 24 I 60 Interior 36 78 ;7! I 48 60 Interior I 3a5 09 24 8j 36 60 Interior ",-38 E .- I . 35 94 39 08 F. 9 24 36 I Interior ; 36 78 ( 39 93 , z 10 36 60 Interior ! 35 94 739 08 F 11; 48 i 60 Interior '35 09 38 24 12 48 44 Interior 13 48 48 1 End 3.5 77 47 21 14 24 60 Interior 367839 93 `. 24 60 j Interior 36 Florida Building Code Online Page 1 of 5 BCIS Home Log In User Registration Hot Topics i Submit Surcharge Stats &Facts ? Publications FBC Staff Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL1844-R9 Application Type Revision Code Version 2007 Application Status Approved *Approved by DCA. Approvals by DCA shz ratified by the POC and/or the Commissio Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsGsvRHsb6 W7CihkBPFyPwC... 8/2/2011 GENERAL NOTES 1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 2007 EDITION FOR THE DESIGN PRESSURES LISTED IN THE APPLICABLE PRODUCT TEST REPORTS. 2) REFERENCE TEST REPORTS: ATI.93769 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 4) SEE TABLE 1 FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO). 5) SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 6) ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN FLORIDA BUILDING CODE CHAPTER 20. 7) ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. B) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. 9) THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. TABLE 1: 12-1/2" MAX O.0 — 6" MAX. T 12-1/2" MAX f L 6" MA T 73" MAX. -- 4" MAX. —f �—� 6" MA jjL 62" MF I I I I XO OR OX CONFIGURATION-" Max. Max. Min. Min. Anchor Type Substrate O.C. Corner Edge Embed - I Dist. Dist. Dist. ment #10 Steel SMS Wood (Southern Pine) 12-1/2" 6" 3/4" 1-3/8" 3/16" Masonry Anchorl Concrete or Hollow CM 12-1/2" 6" 1" 1-1/4" d XOX CONFIGURATION C. X. TABLE 2: Configuration Size Design Glass Make-up Width Height Pressure— VX 73" 50"+50J=50'psf or OX IG: (1/8" AN - 1/2" AIR - 1/8" 73" 62" +35/-40 psf 110" 50" +45/-50 psf XOX AN) 110" 62" +35/-40psf 6" MAX. MAX. I VYNN..Mf((F'.r . INSTALLATION WITH FLANGED FRAME EMBED P%T% MAX. 1/4" MAX. 1/4" SF FLANGED FRAME, HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) FLANGED FRAME, SILL INSTALLATION (DIRECTLY TO SUBSTRATE) EXTERIOR EXTERIOR INSTALLATION NOTES: 1) SEE TABLE 1 FOR ANCHORAGE, SUBSTRATE AND SPACING REQUIREMENTS. FLANGED FRAME, HEAD INSTALLATION (USING 1X BUCKSTRIP) FLANGED FRAME, SILL INSTALLATION (USING 1X BUCKSTRIP) ICK :RIOR TERIOR MAX. 1/4" SHIM 4 EXTERIOR FLANGED FRAME, JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) _1 .X.. l 11111111111", 1/4" �� (NN MILLER SHIM .� FLANGED FRAME. JAMB INSTALLATION 2 ; 9g105 IAX. 1/4"SHIM (USING 1X BUCKSTRIP)U. No 106 `oF d BUCK i .. �FL�R /"'' o SIONP� A. Lynn Miller, P.E. P.E.#58705 er OM¢ Rm4.bc REP60'dNl%Y(CCLG40RWALVRAr® ZJ MF6YanffOn Esrrewror ocm Rnbbm MWRWAWM C M4Mn4 ArmMW1WTMY.. AVFI'ARnaw0F7Me 9y. oa,vtuve mal• Rnmba ANYAMWRMPEOMMIMM ReE43WOFR1r69tG7= ® 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 imx FL CERT. OF AUTH.: 29296 HORIZONTAL ROLLER INSTALLATION 3;-- -- SarbNWed hub: 8M"C D—ft NNa R-, J. ROSOWSKI 02/08/11 HR-2210 NTS 2 of 3 920811JR INSTALLATION WITH EQUAL -LEG FRAME EMB EQUAL -LEG FRAME, HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) EQUAL -LEG FRAME, SILL INSTALLATION (DIRECTLY TO SUBSTRATE) ;HIM INSTALLATION NOTES: 1) SEE TABLE 1 FOR ANCHORAGE, SUBSTRATE AND SPACING REQUIREMENTS. 4 EQUAL -LEG FRAME, HEAD INSTALLATION (USING 1X BUCKSTRIP) EQUAL -LEG FRAME, SILL INSTALLATION (USING 1X BUCKSTRIP) XBUCK SHIM R R SHIM (BUCK MAX. 114" ^ SHIM 4 ' EQUAL -LEG FRAME, JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) 1X 4 SHIM EQUAL -LEG FRAME, JAMB INSTALLATION (USING 1X BUCKSTRIP) ' ``\�1111N IIII177T - Q ,• 5gT05 LL ZJS �'O.Q'•. SSPS Qom\aP.� C9. i '•.,• FLOE"'.o '�• FS51014 i„ „,, A. Lynn 11111 r,, P.E. P.E. N58705 r1EffMW Na3W0Ra4TACWAM �rW AWC0sr�wmoe+n•crA L NO WaAMMWBE rurnerravoFnW maemrrwrerfamcwaenemum x Akrxnerxnnavrne� nxma rvuassarc�mr►mWlwts 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 7dr: FL CERT. OF AUTH.: 29298 HORIZONTAL ROLLER INSTALLATION l a)- our: s.InaAllcat Bala &b"G omAWN. J. ROSOWSKI 02108111 HR-2210 NTS 3 of 3 920811JR Florida Building Code Online �. Page 1 of 5 BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats & Facts I Publications FBC Staff z w; � ` Product Approval , -_ �.� -_ USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version UM, Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By FL1435-R7 Revision 2007 Approved *Approved by DCA. Approvals by DCA shz ratified by the POC and/or the Commissio PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Jens Rosowski jrosowski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Windows Single Hung Certification Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2ODuttTaLxE3 %2b... 8/2/2011 IC GENERAL NOTES: 1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 2007 EDITION FOR THE DESIGN PRESSURES LISTED IN THE APPLICABLE PRODUCT TEST REPORTS. 2) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112" THICK. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 3) SEE TABLE 1 FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO). 4) SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 5) ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN FLORIDA BUILDING CODE CHAPTER 20. 6) ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, 2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. 8) THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 9) IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE TABLES, ALWAYS ROUND UP TO THE NEXT LARGER VALUE. TABLE 2: Sash Style Size Design Pressure. Required Locks Rein- forcement Certifimftn Number Testp Width Height (t)psf (-)psf ;;;W; 64" 50 50 2R(2))) 190.781 6397 2� 45 45 1190.723 95227.01 63' V 50 50 2190.780 6398 Equal' �Dte 44" 76' 45 50 1190-727 93746,03 45 50 2190-722 95227.01 50 50 1 w1sup.190-741 93746.03 50 50 2w/sup.190-740 95227.01 45 j 50 2 (1) 190-725 93746.03 40 50 2 (2) 190.720 95227.01 62=1 62titi 45 45 2 (1) 190-714 93746.01 �O- -�, =50. 2 (2) 190-718 93746.02 75" 35 35 2 (2) 190.716 93746.02 35 40 2 (1) 190-712 93746.01 62" 50 50 1 1 (3) 19D-724 95227.01 44" 84„ 50 50 2 (1) 190.726 93746.03 50 50 2 (2) 190.721 95227.01 Oriel 52-118" 62„ 45 45 2 (1) 190-715 93746.01 50 50 2 (2) 19D-719 93746.02 75" 35 35 2 (2) 19D-717 93746.02 35 2 (1) 190.713 93746.01l Reinf. in all four sash members, and Alum Relnf.In Find Keeper Rall. r's35 RelnL in all four sash members and Fired Keeper Rail. RclnL In Flmd Kec er Rall. 8� MAX — 52-1116" MAX. 20-1/8" L— —� MAX. r— 'MAX. 6- MAX . / I ,� Ef3UAL-L'ITE-SASF�STYLE TABLE 1: l 12" MAX. T 1 4-1/4" MAX. ge T 1 4-1/4" MAX. 1' MAX 52-1/16" MAX, 20-1/8" I �►— MAX. t� 'MAX. 6" MAX. ORIEL SASH STYLE 1 12" MTAX. 1 4-1/4" MAX. T 4-1/4' MAX. H Max. O.C. Max. O.C. Max. Max. Comer Min, Anchor Type Substrate Dist. Dist, Comer Dist, @ Edge Min. (Head) (Jambs) Dlst. Jamb Top Dist. Embedment I !Wood (Southern Pine) 20-1/16" 14-1/4" 6" 12" 7/8" 1-318" *10-Steel SMS• Steel Stud Gr 33 20-1/16" 14-114" 6" 12" 3/8" .045 (18 GA) Aluminum-6063-T5 20.1/16" 14-1/4" 6" 12" 318" 1/8" Steel, A36 20-1/16" 14-1/4" 6" 12" 318" 1/8" 3116" Masonry Concrete 20-1/16" 14-1/4" 6" 12" 1" 1-318" Anchor HoliowCMU 20-1116" 14-114" 6" 12" 1" 1-1/4" C INSTALLATION WITH FLANGE FRAME EDGE I DISTANCE EMS MAX MAX. 114• SHIM FLANGE FRAME, HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) FLANGE FRAME, SILL INSTALLATION (DIRECTLY TO SUBSTRATE) INSTALLATION NOTES: 1) SEE TABLE 1 FOR ANCHORAGE. SUBSTRATE AND SPACING REQUIREMENTS. 2) ANCHOR MAY HAVE ALTERNATE HEAD TYPES FROM THOSE SHOWN. XTERIOR (TERIOR NO JCHORS ,QUIRED FLANGE FRAME, HEAD INSTALLATION (USING 1X BUCKSTRIP) FLANGE FRAME, SILL INSTALLATION (USING 1X BUCKSTRIP) :RIOR TERIOR NO ANCHORS 7EQUIRED MAX. 114" FLANGE FRAME, JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) JX., ME 1/4" SHIM \\\\ I I I I U ryPP FLANGE FRAME. NIP ...•.... JAMB INSTALLATIONS\CENSF •.• �p IAX. 1/4"SHIM (USING 1 X BUCKSTRIP) ` No. 58705 K BUCK jT � •' � /1 i�O .. SLFf STATE OF ONA�P��G�2 ' •INA m".,,sr• mu: M"mren rlffwaacmnta¢crovar�mvr� J. ROSOWSKI 03/15/11 RIGID PVC R"reaDr. mci aawiau: AADPROPRIEARKNOPORMNOFIM D0LT40ff W r8E16®ORRO'RnDIKFDP/ ANIP NinM7WWR%=%RffI1N PD88SSGW F0TfXtRMM ® D""vmtrn: 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275'' FL CERT. OF AUTH.: 29296 SINGLE HUNG INSTALLATION A. Lynn Miller, P.E. I srbn"e P.E.#587115 SH-2200 NTS 2 of 3 1031511JR INSTALLATION WITH EQUAL -LEG FRAME EMS MAX r_ i MAX. 1/4' SHIM EQUAL LEG FRAME, HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) EQUAL LEG FRAME, SILL INSTALLATION (DIRECTLY TO SUBSTRATE) XTERIOR (TERIOR NO 4CHORS !QUIRED EDGE DISTANCE 1Xi MAX. 1 /4" INSTALLATION NOTES: 1) SEE TABLE 1 FOR ANCHORAGE, SUBSTRATE AND SPACING REQUIREMENTS, 2) ANCHOR MAY HAVE ALTERNATE HEAD TYPES FROM THOSE SHOWN. EQUAL LEG FRAME, HEAD INSTALLATION (USING 1X BUCKSTRIP) EQUAL LEG FRAME, SILL INSTALLATION (USING 1X BUCKSTRIP) :RIOR TERIOR NO ANCHORS REQUIRED MAX. 1r4;. PEI EQUAL LEG FRAME, JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) _.I.x._ l r 1/4" SHIM EQUAL LEG FRAME. JAMB INSTALLATION a'��•'�\GENSE'•.F'P •'.'k IAX.1/4"SHIM (USING IX BUCKSTRIP) �•• No. 58705 K BUCK o ',• GL' S�ONAL D+A�,n By D� WiROY O6MOFLIGIX([E9GYOgGTA DORNN J. ROSOWSKI 03/15/11 RIGID PVC eaF Z MSCMWMFtmvEmrD=H7r Pmt47fuESMGO3'SmE]rFD mvfmDYigt k.��- �� PoN�lons: AND FAOFR/EYARY. NOFORnMOF THIS =&Q rwrOEtwaepmm&=w Ry., ANYF0W MVffMflMMW MR MaM MUFp7rARMI �fi4 1070 TECHNOLOGY DRIVEFL D—o- 375 _ FLC RTO.OFAUTH4229296 SINGLE HUNG INSTALLATION A, Lynn Miller, P.E. o0et s . s"B0G °1°w6p1 eO" P.E.N58705 SH-2200 NTS 3 of 3 1031511JR f #14 #15 SEE ,'ACHED: - PRODUCT APPROVAL -INSTALLATION INSTRUCTIONS -DESIGN PRESSURE CALCULATION SHEET WINDOW REPLACEMENT -WINDOWTYPE = PGT 2200 SERIES VINYL FRAME (14)SINGLE HUNGS & (1) XO SLIDER -STRUCTURE TYPE = TYPICAL WOOD FRAMING NOTE*** -STRUCTURE HAS EXISTING HURICANE STORM PANELS TO CODE #13 GARAGE r, V\ANDOW SIZES & ZONE LOCATION #1= 24 X 60-- INTERIOR ZONE #10 #2= 48 X 60-- INTERIOR ZONE #3= 24 X 60-- INTERIOR ZONE #4= 24 X 60-- INTERIOR ZONE #9 #5= 24 X 60--- INTERIOR ZONE #6= 24 X 60-- INTERIOR ZONE #7= 48 X 60-- INTERIOR ZONE #8= 36 X 60--- INTERIOR ZONE #8 #9= 24 X 36-- INTERIOR ZONE #10= 36 X 60—INTERIOR ZONE #11= 48 X 60---INTERIOR ZONE #12= 48 X 44—INTERIOR ZONE #13= 48 X 48---END ZONE #14= 24 X 60—INTERIOR ZONE #15= 24 X 60—INTERIOR ZONE. i Home Owner: JAY, ,GGER Address: 5203 E. Echo Pines.Circle Ft. Pierce, Florida Contractor: South Florida Aluminum Products 4801 So. US Hwy-1 Fort Pierce, Florida 34982 Office # (772)-466-0913 Fax # (772)-466-1074 Wind Zone: 130-C ,,�'� Drawing Scale: Dr win t to scale wi dow location only. Contractor's Sighatur