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HomeMy WebLinkAboutREVISION - BUILDING PERMITOFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT NUMBER: SLC - ��. / I - o o Q- s- RECEIPT NO.: i597 ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 - 462-1553 .` - S4. LUP.�P. f°A➢lYl$0� APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION ADDRESS: 2. DETAILED DESCRIPTIONS OF PROJECT REVISIONS:pi_Ql.,., I T S I42L' Yn lL �{ IN. A. n �IJ t 3. 4. CONTRACTOR INFORMATION ST. OF FL REGJCERT# BUSINESS�— Qualiriers Name: ADDRESS: CITY: PHONE (DAYTINIE): ARCHIT/E\GINEER- NAME: ADDRESS: CITY: PHONE (DAYTI>IE): 'CIE STATE: FAX M ZIP: STATE: ZIP FAX# nj Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462.1553 Fax: (772) 462-2522 http:llstlucieco.govlce Date: 06 March 2008 Job Address: 392 NETTLES BLVD _ Received By: irvie Paid With: CK Paid By: LYN PISTNER I. Building Receipt Sign: Receipt#: 0000061387 emit Number: SLC- 0711-0025 Amount $50.00 'redit Card Number: Check Number: 2865 . CONTRACTOR�Y MIAMI•DADE � MIAMI•DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOMICE OF ACCEPTANCE (NOA) www.buildinecodeonline.com Pella Corporation 102 Main Street Pella, Iowa 50219 Soon: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the .manufacturer will incur the expense of such testing and the AHJ may immediately _ revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right _ to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. ThisThis product is approved as described herein, and has been designed to comply , e Bwm� CO pro the High Velocity Hurricane Zone. I DESCRIPTION: Aluminum Clad Wood Fixed Casement WindoNvs-LTM APPROVAL DOCUMENT: Drawing No.1317, titled "Architect Series Aluminum Clad Wood Impact Fixed Casement Window", sheets 1 through 3 of 3, dated 07/20/04, with last revision on 01/31/06, prepared by W. W. Schaefer Engineering & Consulting, P.A. signed and sealed by Warren W. Schaefer, P.E., bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Mianu-Dade County Product Control Division.lk MISSILE IMPACT RATING: Large and Small Missile Impact Resistant JP'Y LABELING: Each unit shall bear a permanent label with the manufacInssbeen a orgo, ci state following statement: "Miami -Dade County Product Control Approved"s en _emoted herem. RENEWAL of this NOA shall be considered after a renewal applicatifiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 04-0907.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06-0210.10 Expiration Date: November 18, 2009 t Approval Date: December 28, 2006 (D 12 06 Page 1 Pella Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. : Drawing No.1317, titled "Architect Series Aluminum Clad Wood Impact Fixed Casement Window", sheets 1 through 3 of 3, dated 07/20/04, with last revision on 01/31/06, prepared by W. W. Schaefer Engineering & Consulting, P.A. signed and sealed by Warren W. Schaefer, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of Aluminum Clad Wood Fixed Casement, prepared by Stork Materials Technology, Test Report No. TCTC104010, dated 06/01/04 thru 12/15/04, signed and sealed by Timothy B. Cox 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 REVISION 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missilelmpact Test, per FBC, TAS 202-94 5) Cyclic Wind Pressured-oading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. TCTCWCI04008, dated 06/01104, signed and sealed by John D. Lee, P.E. C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with C 004, prepared by W. W. Schaefer Engineering &Consulting, P. 02 6, signed and sealed by Warren Schaefer P.E. 0 C Complies with ASTM E1300-98/02 � D. QUALITY ASSURANCE 1. Miami Dade Building Code Com iance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite ® PVB", dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 01-1204.01 issued to E.I. DuPont DeNemours for "Sentry Glass ®Plus", dated 01/17/02, expiring on 01/14/07. (/ `Jaime D. Gµ a n, .E. Chief, Product Control Division NOA No 06-0210.10 Expiration Date: November 18, 2009 E-1 Approval Date: December 28, 2006 Pella Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 08/31/04, signed and sealed by Warren W. Schaefer, P.E. 2. Letter from Pella Corporation dated 11/11/04, designating Warren W. Schaefer of W.W. Schaefer Engineering & Consulting as the contact person for this file. G. OTHER 1. Notice of Acceptance No. 04.0907.05, issued to Pella Corporation for their Aluminum Clad Wood Fixed Casement Window, approved on 11/18/04 and expiring on 11/18/09. 2. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC), dated 11/19106. REI/IS1pN Jaime D. Gascon, Product Control Division NOA No 06-0210.10 Expiration Date: November 18, 2009 E-2 Approval Date: December 28, 2006 SEE "CORNER CONSTRUCTION" DESCRIPTION ON THIS SHEET R SEE WINDOW SIZE TABLE ON THIS SHEET FOR MAX. FRAME WIDTH (F.W.) V TYP. FRAME SCREW WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR SHEAR SCREW REQUIREMENTS. SINGLE WINDOW ALLOWABLE SIZE MAXIMUM FRAME DIMENSIONS LONG SIDE (IN.) SHORT SIDE (IN.) 73 59 78 55 84 51 90 47 96 44 108 39 120 35 D.L.O. = F.W. - 5 3/4" 6" MAX. -- i EXTERIOR ELEVATION GENERAL NOTES SINGLE FIXED CASEMENT SCALE: 3/4"=1'-O" 1. THESE WINDOW SYSTEMS HAVE BEEN TESTED, ANALYZED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE ALLOWABLE DESIGN LOADS' TABLE(S). 2. BUCKING, OPENINGS & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE 3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & MAY NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. 4. THE DETAILS & SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED & PROPOSED FOR WATER, AIR, IMPACT, CYCLIC & UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH FLORIDA BUILDING CODE PROTOCOLS TAS-201, 202 & 203 FOR LARGE MISSILE IMPACT WINDOWS. 5. THESE WINDOW SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE (FBC) INCLUDING HIGH VELOCITY HURRICANE ZONES (HVHZ). 6. IMPACT SHUTTERS ARE NOT REQUIRED WITH THESE WINDOWS. 7. ALL ANCHORS SHALL BE INSTALLED AS SPECIFIED ON -THESE DRAWINGS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 8. ALL FRAME ANCHORS SECURING WINDOW FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING 514ALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 9. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SWILL MEET THE REQUIREMENTS OF 2004 FLORIDA BUILDING CODE SECTION 2003.8.4. CORNER CONSTRUCTION: W000 JAMB• MORTISE &TENON WITHOUT NAIL FIN APPLIED: 9" MAX. O.C. WHEN WINDOW SHORT SIDE FRAME DIMENSION IS GREATER THAN 42". 12" MAX, O.C. WHEN DIMENSION IS 42" OR LESS. WITH NAIL FIN APPLIED. 12" MAX. O.C. FOR ALL 6" MAX. 6" MAX. 6" MAX. VINYL NAIL FIN IS ONLY REQUIRED WITH SINGLE WINDOWS WHEN FRAME ANCHOR SPACING EXCEEDS 9" O.C. 1 6" MAX. 7— VINYL NAIL FIN IS REQUIRED WITH 1 ALL MULLED WINDOW UNITS. NO. 7 FIN SCREWS WITH MIN. 7/8" BUCK EMBED WITHIN 5" OF CORNERS MAX. 7" O.C. (1) ALLOWABLE DESIGN PRESSURE (MULTIPLE UNITS) MULLION LOAD ALLOWABLE SPAN WIDTH PRESSURE (IN.) (IN.) (+/-PSF;I 47 60.0 73 53 53.2 59 47.8 - 47 60.0 53 54.7 71 59 ' 49.1 65 53 60.0 59 53.7 59 59 60.0 (1) SEE SINGLE WINDOW PRESSURE TABLE FOR ALLOWABLE PRESSURE ON SINGLE UNITS. 6" MAX. „A" „B„ WINDOW WINDOW 6" CENTERLINE 3' CENTERLINE 6 1 ILE two • C I 2 I INDOWS MAY BE STACKED OR VERTICAL. (IF ADDITIONAL SHEAR [HORIZONTAL ERTICALLY STACKED, SCREWS WHERE SHOWN ANUFACTURER MUST INSURE AT MULLION ENDS. SEE HAT THE DEAD WEIGHT OF "FRAME ANCHOR THE WINDOWS DOES NOT REQUIREMENTS TABLE" CAUSE ANY WINDOW FAILURES ON THIS SHEET FOR OR DEFORMATIONS) SHEAR SCREW REQUIREMENTS. I / I IL N z 0 3" X 20" X 16 GAGE PLATE FOR MAX. LOAD IW DTF1� �� SEE MULLION LOAD ®� CENTERED WITH MULLION & TABLE ON THIS SHEET SECURED TO EACH WINDOW LOAD WIDTH = (A+B)/2 FRAME WITH SIX(6) NO. 8 X EXTERIOR ELEVATION 5/8" F.H. SCREWS (12 TOTAL PER PLATE). TYP. EACH MULTIPLE FIXED CASEMENT UNIT MULUON END. SCALE: 3/4"=1'-0" (MAX. FOUR UNITS MAY BE COMBINED IN ONE OPENING) SEE SINGLE WINDOW ELEVATION FOR DETAIL NOT SHOWN FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE (SUBSTRATE) JAMB TO OPENING FASTENER TYPE MINIMUM EMBED MINIMUM EDGE DIST. 2X- WOOD FRAME OR BUCK NO. 10 SMS SCREW 1 1/4" 3 4" CMU CONCRETE 1)3/16" CONCRETE SCREW 1 1 4" 2" 11)CONCRETE SCREWS SHALL TAPCONS, HILTI KWIK-CON STEEL OR S.S.). BE ELCO OR ITW RAMSE7/RED HEAD II OR POWERS RAWL TAPPER (HARDENED AND JOINED WITH (3) 1/2 X 2 1/4 16 Ga *ANCHOR NOTE: FRAME MAY BE EITHER DIRECT MOU D TO THE OPENING STAPLES PER CORNER. NTf , JAMB CLAD: MITER CUT AND JOINED WITH CORNER KEY AND (2) NO. 6 X 1/2" MOUNTED ONTO A CONTINUOUS WOOD SPACER, OR ANCHORED TO A MIN. SCREWS PER CORNER. 2X4 NO. 3 SOUTHERN PINE WOOD BUCK. WHEN ANCHORED TO A 2X4 WOOD SASH: SASH IS MORTISED & TENONED, JOINED WITH (1) 1 1/2" I6 GA. BUCK, N0. 10 SHEAR SCREWS SHALL BE USED. WHEN DIRECT MOUNTED FINISH NAIL PER AND GLUED WITH AETTING ADHESIVE, OUROLOKRNER BY NATIONAL STARCH k HTM MICAL COMPANYULSION OR MOUNTED WITH SPACER, 3/16" CONCRETE SCREWSI SHALL BE USED. SASH CLAD: LAPPED AND MITERED AT CORNERS. SEE "ANCHOR REQUIREMENTS TABLE" FOR EMBED REQI)IREMENTS. ALLOWABLE DESIGN PRESSURE (SINGLE WINDOW) GLASS MAX. WINDOW FRAME ALLOWABLE OPTION AREA (SQ. IN.) PRESSURE (F.H. X F.W. = AREA) (+/-PSF) 1 4307 (29.9 S.F.) 75 2 2555 17.74 S.F.) 75 (1) SEE MULTIPLE UNIT PRESSURE TABLE FOR ALLOWABLE PRESSURE ON MULLED UNITS. (2) WINDOW FRAME AREA SHOWN MAY NOT BE EXCEEDED FOR EITHER GLASS OPTION. SCANNED SQludeConoty 0 n z w ¢F¢�o C of 0 0 0�;.'I K Z ¢ N �Nw'd- woo Q. n O a Z ron Una WQ n! �a N uj {yeIy�t= I�g�N lt.j u�cii aZ 00 xml 1n 0 3 m � OF ui a MIN. 2X4 BUC & BUCK ATTX BY OTHERS PLACE CONIINUC SEALANT BEHIND NAIL FIN EXTERIOR NAIL FIN & FIN_ FASTENER REQ'D WITH MULLED UNITS ONLY. NOT REQ'D WITH SINGLE WINDOWS. (SEE ELEVATIONS) IG FRAME ANCHOR PER ELEVATIONS 1 /4" MAX. 20 SHIM AT EACH - - - ANCHOR I )O 1 V 3 12 21 15 --,`SEE GLAZING DETAIL ON SHEET 3 = W 21 12 � 0 MIN. 2X4-1 ''' '.:.': s -... BUCK/FRAMING & SECTION A BUCK ATTACHMENT SCALE: 1/2 FULL 2 BY OTHERS -SILL ANCHOR PER ELEVATIONS 1/4" MAX. SHIM AT EACH ANCHOR MIN. 2X4 BUCK/FRAMING & : BUCK ATTACHMENT,. BY OTHERS FRAME ANCHOR PER ELEVATIONS NAIL FIN & FIN FASTENER REQ'D WITH MULLED UNITS ONLY. NOT REQ'D WITH SINGLE ` WINDOWS. (SEE ELEVATIONS) PLACE CONTINUOUS SEALANT BEHIND NAIL FIN ��� l 45 FRAME WIDTH (F.W.) -- SECTION B SCALE: 1/2 FULL 2 SEE GLAZING DETAIL ON SHEET 3 EXTERIOR AS REQUIRED 1" X 5/8" CORRUGATED FASTENER WITHIN 4" OF ENDS & 6" TO 8" O.C. I 1 MAY OPTION TO USE NO. 10 X 2 1/2" SCREW WITHIN 6" OF ENDS AND MAX. '12" O.C. p p EA. SIDE IN LIEU OF CORRUGATED FASTENERS ` EXTERIOR 5 5 CONTINUOUS SEALANT BEHIND MULL COVER SECTION SCALE: 1/2 FULL 2 FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS SCANNED St. torip (110uoi/ do Madit w.ws z F�14(D 0 W N O 0.N L CD IrZ¢N UQ co Woam a z 0 NOYI 5z a J„ Wz U' Jv w p m1 N 'U U� amNi UU i Z O 3 d W liL. u a 2 OF 3 9/16" LAMINATED ANNEALED GLASS (SEE OPTIONS BELOW) DOW 899 SILICONE 9/16" MIN. BITE EXTERIOR 1/2" ADHESIVE ACRYLIC FOAM TAPE SETTING BLOCK -/ l�J AS REQUIRED HOT MELT GLUE TYPICAL GLAZING DETAIL OPTION 1: 9/16" DUPONT SENTRY GLASS PLUS LAMINATED (1/4" AN/0.09" SGP/1/4" AN) OPTION 2: 9/16" DUPONT BUTACITE PVB LAMINATED (1/4" AN/0.09" PVB/ 1 /4" AN) .JiE Ali' 3/16" CONCRETE SCREW (REF. SHEET 1 FOR LOCATIONS & INSTALLATION REQUIREMENTS) SEALANT OTHERS �L r EXTERIOR CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X- BUCK TO BE MIN. 3 1/2" DEEP. NOT REQUIRED WHEN 1/4" OR LESS SHIM SPACE EXIST S�(USE SHIMS AT EACH ANCHOR ONLY). •'e II 1 OPTIONAL DIRECT MOUNT DETAIL (NOT APPLICABLE WITH MULLED UNIT FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS (HEAD SECTION SHOWN; SIDES AND SILL SIMILAR) - _ - ITEM #1 PART # I ITEM DESCRIPTION PARTS 1 1 35BG JAMB 2 1 1A5S ISASH 3 1 3OC4 1511LL STOP 4 - GLASS STOP 5 OAJE FRAME COVER 6 45D5 SASH COVER 7 OA6M MULLION CUP 9 OA6G ALUMINUM MULLION REINFORCEMEW 10 76NO SASH SPACER -14- -42G7- NAIL FIN - HARDWARE 12 50B62000 FIXED SASH STRIKE (0.060" X 1.688" X 0.35" X 0.987") SEALS AND SEAN 15 76Q3 PVC WEATHERSTRIP 16 1 75T2 I PVC RAINSTRIP .' 0.827 _ I lO �- 0.532 ®GLASS STOP I 4.203 OALUMINUM --- MULLION * WOOD * WOOD * WOOD * WOOD 6063-T6 ALUMINUM 3003-H14 OR 3105-1-124 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM RIGID PVC .0235" ALUMINUM 304 STAINLESS STEEL 20 11 3 8" RING SHANK NAIL. , `; . 4" FROM CORNERS & 6" - 8" O.C. 21 #8 X 3/4" PH 2 PER SASH STRIKE CUP 22 - 1 2" x 5 8" STAPLES',' 1 PER SPACER 23 115 GA. X 1 1/4" FINISH NAIL 3" FROM CORNERS & 6" MAX. O.C. * WOOD USED WITH TEST UNITS WAS SELECT WESTERN PINE. ALTERNATE WOOD SPECIES TO BE APPLICABLE WITH THESE WINDOWS IS MIN. SELECT MAHOGANY, PONDEROSA PINE, SOUTHERN PINE, WHITE OR RED OAK, CHERRY, MAPLE, DOUGLAS FIR, HICKORY, TEAK, WALNUT, LYPTUS, & ALDER. - 3.984 - 01 JAMB 1.250 1.860 LL 0.040 1.055 2.55s SOFRAME COVER 0.062 �— .330 TO .484 --, 1.062 I-- 10 SASH SPACER IEVISO 0. I- 7 -L 1.920 0.783 O3 —F SASH STOP 1.697 0.024 Ll&3'Y.l ©SASH COVER 1.703 �- r 0.024 11 NAIL FIN 0.861 I I I-0.328 r7l 0.047 O7 MULLION CAP SCANTED BY St: LucieCOUAty �w^o N O�o� ui N I wz — � N w m UJ 0- a. asa a LL 4� W A"` RAWI C N0. REV 1317 A SHEEP NO. 3 OF 3 C 7 / / ezo 00, Z -5 3" FILE CO'r3-v, I