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19-21756
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19-21756
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Last modified
2/17/2021 9:00:33 AM
Creation date
2/17/2021 9:00:31 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
19-21756
Building Department - Name
ANDERTON,INDIA L & ROGERS DEVIN
Address
5923 14TH ST
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FAL NOTESPRODUCT SHOWN HEREIN CONSTRUCTED FROM DECEUNINCK FL#22300 WINFORCE DOUBLE HUNG WINDOWDED RIGID PVC FRAMES HAS BEEN TESTED TO AAMAM/DMA/CSA2/A440-08/11,AND MEETS THE REQUIREMENTS OF THE FLORIDA APPROVED CONFIGURATIONS NON-IMPACT <br /> NG CODE,6TH EDITION(2017). CONFIGURATIONS NOTED AS HVHZ HVHZ DESIGNVED HAVE ALSO BEEN TESTED TO TAS202-94,AND ARE CONFIGURATION PRESSURE IMPACTCCEPTABLE FOR USE IN THE HIGH VELOCITY HURRICANE ZONE. APPROVED RATING RATING <br /> 2.THIS PRODUCT IS NON-IMPACT AND REQUIRES THE USE OF IMPACT 54"x7T'EQUAL LITE YES +50/-50 PSF LOCK NOTE: 1 LOCK ASSEMBLY <br /> PROTECTIVE DEVICES(SHUTTERS}IN WINDBORNE DEBRIS REGIONS. (ITEMS 23-25)ALLOWED FOR <br /> 3. THE DESIGN PRESSURES INDICATED IN THIS DRAWING ARE AS 24"x77 EQUAL LITE YES +50t-50 PSF 24"X77"MAX.SIZE ONLY. ALL <br /> LIMITED BY ASTM E-1300 GLASS TABLES,AND TESTED WATER AND 45"x86 EQUAL LITE YES +50/-50 PSF OTHER CONFIGURATIONS <br /> STRUCTURAL PRESSURES. 53"x86"EQUAL LITE REQUIRE 2 LOCK ASSEMBLIES <br /> 4.THIS DOCUMENT ADDRESSES PRODUCT ANCHORAGE TO ACHIEVE W/FULL SCREEN NO +40/-50 PSF NONE <br /> THE INDICATED DESIGN PRESSURES AT THE INDICATED SIZES,IN THE 53"x86"EQUAL LITE INSECT SCREEN NOTE: ALL <br /> CONFIGURATIONS SHOWN IN THE ELEVATIONS. INSTALL PRODUCTS W/HALF SCREEN NO +50/-50 PSF SIZES EXCEPT 53"X86"MAY USE <br /> WITH MAXIMUM SHIM GAP,MINIMUM EDGE DISTANCE AND EMBEDMENT, FULL SCREEN OR HALF SCREEN <br /> AND WITH FASTENER TYPE AS SHOWN IN THE DETAILS AND AS 42"x82"ORIEL NO +50/-50 PSF AT FULL DESIGN PRESSURE <br /> INDICATED IN TABLE 1. FOR FULL PRODUCT CONSTRUCTION DETAILS <br /> SEE NCTL TEST REPORTS 21 0-4 0 6 7-02102At03/03A,AND 54'MAX' 11"MAX.ON <br /> 210-4083-03/04/05A/05C/06B/06C, 14"MAX.ON WINDOW WIDTH 6"MAX. 24"MAX.WINDOW WIDTH <br /> 5.MINIMUM GLAZING IS INSULATING GLASS 1/8 ANNEALED+1/2"GED FROM CENTER, <br /> STAINLESS STEEL INTERCEPT SPACER+1/8"ANNEALED,GLAZED WITH CENTER,TYP. CORNER, TYP' <br /> GE SCS2801 SILICONE BACKBEDDING W/1/2"GLASS BITE. r- 4 6"MAX, FROM <br /> 6.THE 4/3 ALLOWABLE STRESS INCREASE FACTOR(SHORT-TERM 0 TYP. -�` CORNER,TYP. <br /> INCREASE FACTOR)HAS NOT BEEN USED IN THE ANCHOR ANALYSIS <br /> FOR THIS SYSTEM. THE 1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF <br /> ANCHORAGE INTO WOOD SUBSTRATE. "712 <br /> I if, <br /> 7.THE OPENING SUBSTRATE MATERIALS(FRAMING,MASONRY,SUCKS} <br /> �ti 2a:AND ATTACHMENT OF BUCKS TO THE SUBSTRATE ARE BY OTHERS AND � 0 <br /> SHALL BE VERIFIED BY THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). Z ujBUCKING,OPENINGS,&BUCKING FASTENERS MUST BE PROPERLY z z Lucas <br /> DESIGNED&INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO - O n- Turner <br /> TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. WITH m O O a Q CO O O t,t3 Turn 12 28 <br /> MASONRY OPENINGS,WOOD BUCKS ARE OPTIONAL. W O z O Z 16:26+19:00 8.DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE M v q Zi:z CO <br /> CO <br /> COATED OR OTHERWISE PROTECTED TO PREVENT GALVANIC <br /> REACTIONS. WOOD BUCKS,IF USED,SHALL BE PRESSURE TREATED, W 4 q� <br /> WITH EITHER A TREATMENT OR COATING COMPATIBLE WITH THIS :5i v RI <br /> P.....,..,r <br /> PRODUCT. SILL ANCHOR SILL ANCHORC'�'i�cEFrsc <br /> COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL <br /> 9.ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING SPACING SPACING <br /> SAME AS HEAD SAME AS HEAD <br /> OTHER WINDOW MATERIALS. =roa = <br /> 10.ALL HARDWARE 8 FASTENERS SHALL BE IN ACCORDANCE WITH F� STATE o� w r` <br /> 54"x77"EQUAL LITE ELEVATION 24"x77"EQ.LITE ELEV. ; 0p� ; <br /> THESE DRAWINGS,OR AS APPROVED,SIGNED,AND SEALED BY A <br /> FLORIDA REGISTERED PROFESSIONAL ENGINEER ON A SITE-SPECIFIC <br /> BASIS. TABLE OF CONTENTS NORTHEAST BUILDING PRODUCTS <br /> 11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER SHEET DESCRIPTION 4280 Aramingo Ave.,Philadelphia,PA 19124 <br /> INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE 1 NOTES,ELEV., Ph.(215)535-7110 www.camelotwindows.com 1 212 7/2 0 1 7 <br /> RESPONSIBILITY OF OTHERS AND ARE NOT ADDRESSED BY THIS CONFIG.TABLE SHEET DESCRIPTION: DATE DRAWN: Lucas A.Turner,P.E. <br /> DOCUMENT. 2 ELEV.,GLAZING NOTES,ELEVATION 4/13/2017 FL PE#58201 <br /> 12. FOR ADDITIONAL REQUIREMENTS SEE GENERAL ANCHOR NOTES, 3 VERTICAL SECT. 1239 Jabara Ave, <br /> SHEET4. 4. HORIZ.SECTIONS SCALE: NTS REV:A Port FL 5 BOM,PART DWG5 DRAWING:FPA-WINFORCE-DH-NI SHEET: 1 OF North <br /> Ph.941 380-5 48 <br />
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