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WS-10-390 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 141609 Permit Number: WS- 3- 10-390 Scheduled Inspection Date: April 27, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: PANN, JAMES Work Classification Window /Door Replacement Job Address: 9153 NW 1 Avenue Miami Shores, FL Phone Number Parcel Number 1131010160080 Project: <NONE> Contractor: ESR FLORIDA CONSTRUCTION INC Phone: (305)812 -2716 Building Department Comments SIZE MODIFICATION OF TWO WINDOWS ON THE BACK AND CONVERT THEM INTO FRENCH DOORS WITH SIDELITES. AND ONE EXISTING EXTERIOR DOOR TO BE REPLACED. EXACT SIZE. Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 141266. CREATED AS l/� r REINSPECTION FOR INSP - 137664. Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 26 2010 For Inspections please call: (305)762 -4949 Page 21 of 29 M MA M MIAMI-DADE COUNTY, FLORIDA is METRO-DADE 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 NOTICE OF ACCEPTANCE (NOA) =M.buildingeodeogh j&coa Ocean Shutters Manufacturing, Inc. 1031 S.W. 30 Avenue Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. T he 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. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.0511"(min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 05-474, titled 0.0511" Aluminum Storm Panel, sheets I through 5 of 5, prepared by Thornton-Tomasetti Group, dated September 19, 2005, last revision #0 dated September 19, 2005, signed and sealed by V. J. Knezevich, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact L"FLING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and them 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 dis and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #02-0410.02 and consists of this page 1, evidence submi E-1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. Expire 0 te: Approva Ocean Shutters. Manafiteturin% Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01-0516.15 A. DRAWINGS: L Drawing No. 00-393, titled " 0.0511 "Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., signed and sealed by V J Knezevich, P.E., dated April 10, 2001, last revision #1 dated July 18, 2001, sheets I through 5 of 5. B. TESTS: L Test report on: 1) Uniform Static Air Pressure test Loading, per PA 202-94; 2) Large Missile Impact Test, per PA 201-94, and 3) Cyclic Loading Wind Pressure Test, per PA 203-94 of aluminum storm panels, prepared by Construction Testing Corporation, Report No. 00-061, dated 0212812001, signed and sealed by Christopher G. Tyson, P. E. 2. Test report on Large Missile Impact Test, per PA 201-94 of aluminum storm panels, prepared by Construction Testing Corporation, Report No. 01-009, dated 0312212001, signed and sealed by Christopher G. Tyson, A E. to get less glass separation than test report 00-061. Conservatively, a less thickness "h " header used in this test. C. CALCULATIONS: L Comparative analysis and anchor calculation, titled 0 050 - Aluminum Alloy Storm Panels, dated April 06, 2001, pages I through 50 and anchor manufacturers appendix, prepared by Knezevich and Associates Inc., signed and sealed by V Knezevich; P.E. Z Anchor calculation, dated July 18, 2001, 13 pages, prepared by Knezevich and Associates Inc., signed and sealed by V J Knezevich P.E. D. Material certification: L Mill Certified Inspection Invoice ATest Coil, dated 04125101 for Aluminum Alloy 3004-H34 by Amerimet. z Certified Tensile Test Report NO. CTL #0183G, issued by Certified Testing Laboratories dated 02114101 for Aluminum sample CTC-00-061, signed and sealed by Ramesh Patel, P. E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02-0410.02 A. DRAWINGS See NOA 0 1 -0516.15 B. TESTS See NOA 01- 0516.15 elmy A. Makar, P.E. Product Control Examiner NOA No 05-1115.05 Expiration Date: 0811612011 Approval Date: 05/25/2006 E-1 Ocean Shutters Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS See NOA 01- 0516.15 D. MATERIAL CERTIFICATIONS See NOA 01-0516.15 E. STATEMENTS See NOA 01- 0516.15 F. OTHER See NOA 01-0516.15 3. NEW EVIDENCE SUBMITTED A. DRAWINGS: 1. Drawing No. 05-474, titled 0.0511 Aluminum Storm Panel, sheets I through 5 of 5, prepared by Thornton-Tomasetti Group, dated September 19, 2005, last revision #0 dated September 19, 2005, signed and sealed by V J Knezevich, P. E. B. TESTS: 1. None. C. CALCULATIONS: 1. Revised anchor calculation with no 413 load increase, dated September 16, 2005, pages I through 31 of 31 and anchor manufacturers appendix, prepared by Thornton- Tomasetti Group, signed and sealed by V J Knezevich, P. E. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. None. Cl Helmy A. Makar, P.E. Product Control Examiner NOA No 05-1115.05 Expiration Date: 08!1612011 Approval Date: 0512512006 E-2 2.0 2.00" _ 2.00'• 2.250" . m LOCATION I I ...,.. ..'I``_" -� a_ ^ i 040•• ¢7 67T" 960" s.l m .625" q 0 .625" .y o in .107" .147" .907" 197" -`750" I.D. ID 60" (�J .630" O 090" a .081" .=t .090" o 568" -t a .0511" MIN. t= .0517" MIN. .090 -- N N N N N .450' 313 00 988 ; 393' 188 !2 .00" CO 6.00" COVERAGE L 2.00" ,375" 2 00" .375" •OBO" .a60" os,060" j .260" YM e1 9 4_25 " 8.50" >~t Pty- STUCCO .700 1 / ;1 PANEL / HALF ST ®RA+1 PANEL � °h" H � xU" HEADER � C / 1 GTRi4CK iF(NiSH3 V F u l - m _ T l'1 L`J 3 SCALE: 3" = 1' - 0" 4 SCALE: 3" = t' - 0" 5 SCALE :HALF 512E °/ SCALE :HALF SIZE SCALE SIZE O 0" 966" :750" l.D. 3.38" MAX. N 560" .630" O.D. �� 1/4 20 STUD 365" - 0 _ x 3/4" 12" O.C. .090" •YT9" 1. THESE gPPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYyZED �� t 1 .090 a: 1rr:320 TYP. i ' WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE i OA} `w „148" o; .125" p .- z BY MIAMI -DAOE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY ° o ,n b5" 55" HURRICANE ZONE (HYHZy OF THE FLORIDA BUILDING CODE 2004, WITH 2005 SUPPLEMENTS. h .450" N ,925" TYP. .650" o� OB ,.y.096" TYP. 317" 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS .090" ,. PRODUCT. WIND LOAD DURATION FACTOR Cd - 1.6 WAS USED FOR WOOD SCREW YM 1.00" MIN. 0 DESIGN. ,700' 5.00" MAX.' 2 . 0 " Lu 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO UgE WHEN REFERENC SLIDE (flNISH} ANGLE STUD ANGLE F F TRA CK a THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AD GOVERNING ING � WIND VELOCITY. FOR WINp LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -02, y SCALE :HALF 512£ 4/SCALE 3" = T - 0" t.JSCAIE: 3" = 1' - 0" l:.fSCAIE: 3" = 4' - 0" '® SCALE :HALF SIZE y A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 375" 1/4 -24 STUD 60010 f$¢' 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION ,328" •• --y /- T 1/4 - 20 1 LONG 377" 749" MAX, 0 v FOR 517E - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. { 250" - � � 42" O.C. MAX.78240" 933" .200" P d 9 5. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 ;i:<�xay �'^' m OF THE FLORIDA ADMINISTRATIVE LODE. . 08 0 648" 305' ,200" m TY 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR 250" bS6" PROVIDED THE CONTRACTOR bOES NOT DEVIATE FROM THE CONDITIONS DETAILED •865° .090" MIN. TYP. .x'870 ...._.270 0 x ' HEREIN ,ND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT _ DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES 3ALLOYT DETAILED HEREIN. WASHERED WINGNUT o (SUDEB, USE Wiz! a OR So BF -TRACK KEYHOLE WASHER (OPTIONAL} 'O 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID �' SCALE :HALF 512£ SCALE : HALF SIZE 93 SCALE, 3" = 1' - 0" �' SCALE: HALF SIZE THE APPROVAL DOCUMENTS. WIDTH UNLIMITED ' 8, WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE (PERPENDICULAR TO BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: PANEL SPAN) .- I I 7IING ( O A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED TYPICAL SECTIONS 1 2 1 2 W �y AND SEALED BY A LICENSED ENGINEER OR REGISTERED AI2CHITECI` WHICH k. 1/4 -20 5.5. BOLT DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SU$MITTEO 1' 90' OR GREATER TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING I w'¢ & BOLT & WINGNUT _ 4 1/4" vi. KaezeU}dJ OFFICIAL GRANTING MI5 /HER APPROVAL. -'t- PLAN {!p 24" O.C. (TYP. �AX. v:ninns Qp VIEW 036" MIN. THICKNESS �. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND IH GALV. STEEL BENT SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. 0: PLATE OR 2" x 2" 1 2 MAX wo X.12! 6063 -T6 EXISTING CONCRETE, o WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE IL �x ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. m ALUM. ANGLE "1" OVERLAP HOLLOW BLOCK OR ° p� WOOD FRAMING. 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. • w 4 „ 09N ai OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: a - O" SCALE: t -1/2" = Zd - - + MAX. Mom I ... Oamsmulrmalli 1 c'ecaxeBOaAPPRWAD as (� CORNSCLOWREDETAIL ® WALL MOUNT C DETAIL $ 10. STORM PANELS SHALL BE 3004 -H34 OR SOS2 -H34 ALUMINUM ALLOY WITH $'w .990 SCALE: 1 -9/2" = i " / a:/ 1' 4' - 0" $ F 35,990 P.5.(., 0.0511" THICK. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM kk� PROV ¢ U_ 'F °= .520" .625" 0 riLry'k Vlub f ALLOY, U.O.N. 313" 11. ALL BOLTS AND WASHER SHALL BE GALVANIZED OR STAINLESS STEEL WITH A OA PANEL ELEVAMON .� _ _ ascaet ' �s ;% %��' ►A v MINIMUM TENSILE STRENG H OF 60 K.S.I. SCALE: 1/4" = 1' - 0" A OVERLAP WALL BEYOND A 1 ac %n0 ?5 12. TOP & BOTTOM DETAILS SHOWN MAY BE INT RCHANGED FASTENER as 12" O.C. FOR WINDOW DISTANCE 1.5 TIMES �• DICTATE. PANELS MAY BE MOUNTED HORIZON ALLY A5 FIELD CONDITIONS GREATER WHERE APPLICABLE, EXCEPT DESIGN LOADS LESS THAN OR ER THAN BUILD -OUT E $ FOR "h" AND "U'• HEADER MOUNTING CONDITIONS. EQUAL TO i10 P.S.F. & (0 8" O.C. DISTANCE ( 0 CLOSURE ANGLE REQ'D) FOR D LOADS GREATER ! e THAN ESIGN 940 P.S.F. (SEE ANCHOR MAX. prit>+41m = ANC OR}E FOR ANY ACCEPTABLE t)4" ALUM. ANGLE 4 ASTENER ��II 12•' O.C. FOR i " MA 1 2 MAX. BUILD -OUT CL05URE PIECE DESIGN LOADS LESS THAN OR DISTANCE V x 2" x 0.125" MIN. TO EQUAL TO 110 P.S.F. & 0 8" O.C. 2" x 5" x 0.125" MAX: FOR DESIGN LOADS GREATER HOLLOW BLOCK ORE XlSTING CONCRETE, THAN 140 P.S.F. (SEE ANCHOR „°� 5CHED. FOR ANY ACCEPTABLE da Q9/1912005 ALUM. AN WOOD FRAMING. HOLLOW BLOCK OR m ANCHOR) b�•� WOOD FRAMING. SEE>: uNO1rn MCR{ CLOSURE PIECE ANCHOR SCHED. BASED " MI m EMBED. 1" x 2" x 0.125" MIN. TO ON TYPE OF STRUC, l- �+Y+Jr 5 2" x 5" x 0.125" MAX. ® TRAP MOUNT CL OEM /„1 BUILD"OW MOUNT CLOSURE DETAIL 05 - 474 SCALE: 1 -1/2" c T - 0" LJ SCALE: 1 -1/2" - V- 0" sheet 1 0f S -EXISTING CONCRETE, THREE 1/4 "6 x 3" WOOD o g HOLLOW BLOCK OR PE LAG SCREWS " mn EXISTING CONCRETE, /� 1 TY 24 f{E / O.E. MAX. WITH 2" d WOOD FRAMING. TOP REFERENCE ANCHOR a o & BOTTOM WOOD FRAMING. OR SCHEDULE FOR MAX. 1- 7/2 "1 -9/2" MIN, EMBEDMENT INTO � V n ,-fig w TYPE & BOTTOM SPACING W000 MEMBER / REFERENCE ANCHOR ' 14 x 314" TEK SCREW WOOD ROOF TRUSS MB. SCHEDULE F R MAX. E0. @f 4" O.C. OR 1/4 -20 t 0• O�R2 FRAMING MEMBER y SPACING 7 MACHINE BOLT WITH t6 A 3 M® LOCK NUT (� 6" O.C. t J t XISTING STUCCO �." / �_ 1/4" MAX. (TYP. 70P 8 807TOMJ g J�I FINISH OR PLYWOOD 1/4" MAX, Il SOFFIT 1 4 p w (:#.14__,x_ _._ MAX 2"X 5" x t/8" MAX. w 0 4 r x CONT. ALUM, Q g� aj ANGLE OR 4" 4 3/4" EXISTING w W Z. x 1/4" x CONT. GLAZING dlm 0M ALUM. FLAT TE6 " SCC . _ a �3 aia EXISTING ~ PLATE - -- C k r `- ^ E ETWEEN w w s GLAZING / 2 ao SEE TABLE 2 TRUSSES Q m Z.rn +!{!{ SEE TABLE 2 M p S E TABLE 2 a W~ v w In XISTING m Z x GLAZING 1 2 w° LLI a w zi Z Ilk t7 t- l °� 11 rl m 11 r N y n Q ! w Ny y ~gyp 10 1/4 -20 x 3/4" w 5 f0 q 4 STAINLESS STEEL E N a HEX HEAD 7/16" p - 11 t M TYPE V T MACCHINE BOLT w p __ 1/4" -20 x 3/4" MAX . (lP 12" O.C. MAX. STAINLESS STEEL I to cc 9NNECTIOTd YpE HEX HEAD 7116" T CMW _ REFERENCE ANCHOR CS REFERENCE ANCHOR'- CONNECTION iYpE ( CBMAX. ' g SCHEDULE FOR MAX, SCHEDULE FOR MAX. EXISTING CONCRETE, REFERENCE ANCHOR Z SPACINGM. SPACING HOLLOW BLOCK OR SPACING FOR MAX. WOOD FRAMING. SEE EMB, d WALL MOU SECYION o BUILD -OUP MOUNT SECTFON f�'� � UNG ! PRE-STUCCO TRACK SCALE: 3" G = V - 0" SCALE: 3" = V - 0" \"./ SCALE: 3" m T - 0" '- MB °-C2 CDNNECIION TYPE , EHB. i O REFERENCE ANCHOR _ 13 EXISTING CONCRETE, SCHEDULE FOR MAX, l S9 O HOLLOW BLOCK OR a1 W000 __ y SPACIN FRAMING. (TYP. N -20 x 3/4 TOP & BOTTOM} a ' D&PAI6MNPASS SEG }Ait%t SLHEQ6JJE J'tez4'vfCh ° STA X " = —EXISTING re o- ....._.. AN Mw -... w.� sat .� STAINLESS 7 6 EEL ' ' GLAZING a 4/4 IN 3 " a w TAPCON q/4" A a INE B T t^� . N£ HEAD 11" t- AGE CONNECTION TYPE 1- MIN. T D - T 2 xt" f O L 0 t 17 o MACHOL �p N�o \ IST. REFERENCE ANCHOR p Et1� 2 P s Js� 1 ¢ P, „ E / SCHEDULE FOR MAX. 9 2 0 4 o EA SPACING /4 "-t Ml `OWN RA T a Z a --1" LO TE cS EXISTING Q t0 MAX. E y GLAZIN 1 2 D • ta- B 19 r W Lam` COPS Tom E 4 p ta" 8" k N � 4 Q SEE TABLE 2 £ 8� 7 "t w EE TABLE 2 t- _ X— 1/4" $ SEE TABLE 2 an = g t d_ MAX. xa N r —EXISTING w w 0 a GLAZING a u - -1/4 "0 THRU BOLTS B x a W/ LOCK NUT 0 12" O.C. ASTENER, SEE "DETAIL / E a M ANCHOR SCHEDULE ", / CONNECTION TYPE N \ WO SNCx STR RE CONTRE os a: F ERENCE ANCHOR SCHEDULE FOR MAX. 1/4" MAX. ALUMINUM ANGLES. Pt -" EXISTING CONCRETE, SPACING. USE REMOVABLE EXISTING CONCRETE, ge¢uzajt7yhvw t m@vbAft HOLLOW BLOCK OR ANCHORS ONLY, m 1" 1 CONNECiIOBI TYPE HOLLOW BLOCK OR Sd0A¢ 09 /19/2003 WOOD FRAMING. REFERENCE ANCHOR WOOD FRAMING. AontPUrn¢¢pdg � I S• \ Z SCHEDULE FOR MAX. AS Nt]187 (TYP. TOP & BOTTOM —� w� SPACING R'Aa DaG ?� - 6;w„ jt'si - 1 f1 °Fa TRACK1Df tfia MOUNT SEMON (,1 aIuNG r FLOOR MOUNT SECI'!ON @) "PASS THMP $EcnoN }� i v SCALE: 3" = T - 0" lJ SCALE: 3" = 1' - 0" lJ SCALE: 3" = V - 0" 06-474 n. sheet 7 °P 4 ADJACENT PUNCH 1/2" x 1" HOLES IN ¢, PANEL —, ADJACENT PANELS TO RECEIVE I ` m -- -LAST PANEL INSTALLED THIS BOLT W/ PM NUT. PLACE FROM INTERIOR PANEL OVER EACH ADJACENT 1 1/4 -20 x 1" STAINLESS PANEL AND FASTEN WINGNUTS STEEL SIDEWALK BOLT OR FROM THE INSIDE V TRUSS HEAD BOLT THRU 112"0 HOLE WITH PM NUT S" LONG HANDLE g. -i & WASHEREO WINGNUT ON ,' RIVETED TO PANEL PM NUT �g !N5lTE FACE AND NUT WASHER (TYP.I ON THE OUTSIDE FACE OF - /� � + THE PANEL {$ 12" O.C. (LAST 11 TYP.' O PANEL TO ADJACENT PANEL q/4 -2 x 1" SIDEWALK CONNECTION) BOLT {TYP.) • .+e� # NUT WASHER ON SEE TABLE 2..... /' OUTSIDE FACE (TYP) O +1 �# x 1" MACHINE SCREW SCREW STUD WITH °P WASH£RED WINGNUT @@ Z� 12" O.C. (CONNECTS CONT. 2" * x 2" x 1/8" STUDDED u ANGLE TO ADJACENT JC FANEL) CONT. 2" x 2" x 1/8" > ' THIS DETAIL DEPICTS THE STUDDED ANGLE 2 -1/2" x 1 -1/4" WIDE d CONNECTION OF THE LAST PANEL NOTCHES (TYP. BOTH SIDESY FOR AN OPENING WITH PANELS MBED. t- INSTALLED FROM INSIDE. REFERENCE DETAILS G OR L FOR TOP AND BOTTOM USE 1 /4 "A ALL POINTS SOLID 1•' " a 3" MIN. SET ANCHOR C� MOUNTING CONDITIONS. 6" O.C. CENTERED ON PANEL WITH 3" MIN. EDGE EDGE DIST . DISTANCE AND 7/8" EMBED. TE EXISTING CONCRE""'^" INTO EXISTING CONCRETE (MIN. 3,000 p.5.1.)- 2" x STU(MAX. PANEL HEWI T ffi 8' "0' AND MAT(. DEM LOAD ® -52 P".) (SEE MOW INTERIOR FASTENING DETAIL � ° Q OPT OAK WMOR F G DETAIL SCALE: 3" = 1' - 0'• P h� (FSO METRIC) N.T.S. —TO LOCK STRAP IN ! 4 PLACE USE A THUMB SCREW OR A TRUSS +E ` HEAD BOLT ' to � G1 _ '� b b 99 V,j.ICneZev}ch � AE9 TABLE 1/4 -20 x 3/4" tnaemaxdt a SEE TABLE 2 z w + ` MACHINE SCREW [a 11 Cd 1 xB P . I°m i Q m _ t WtTH .675" x.675" t a Q : x.125" SQUARE ' SCREW HEAD (1112" 12 D.C. MAX. OR a DD OR ,� TUDOED STR N 7 w w N SEE DETAIL9. a � 12" O.C. MAX. *111'1113 W w t d Q 1/4 -20 MACHINE 1 2 w x r . w y t 11/16" b 6 SCREW STUD • x o w 0 12" D.C. Sa Q w � SUDE TRACK ASSEMBLY - BMW UP) 1/4 20 ((((((''' € g o �T w w ® SCALE: HALF SIZE ` HEX HEAD NUT z STAINLESS STE EL u 9ACHINE BAIT " w o+ E q �FDIECT70N TYPE a � a C o FERENCE ANCHOR HEDULE FOR MAX. + PACING Cl CMN TYPE EXISTING CONCRETE, MB. REFERENCE EDULE FOR MAX. e HOLLOW BLOCK OR WOOD FRAMING. (TYP. EXISTING CONCRETE, SPACING a TOP & BOTTOM) HOLLOW BLOCK OR P9:OU8tCTREVLu9 - -« WOOD FRAMING. (TYP.�� TOP & BOTTOM) 0911912 \ l___. NOTE: US OF DETAIL SMALL 02 BY CONAMMON WITH AN NOTE: US OF DETAIL SHALL BE W MMNCFM WITH AN FINAL Anec{xuvice Ne o4.- IJS• 5' h' HEADEROB'U'HEADER TOP MOUNT h'HEADEROR *U °HEAM TOP MOtW LOCATION s&&sge I� aSt+07[t ® SCALE, KASSEMBLY- INSIDE CLOUSI� /-,N SLIDE TRACKASSEMBLY- INSOE MOUNT OF STUD SCALE. 3" = 9' - 0" �.:.J SCALE= 3" o q• - 0" �STDDED SW A EMBLY O MMK VIEW 'T MeA QJ 4fi4 N.T.S. i sh 3 of 5 ANCHOR SCHEDULE ANCHOR SCHEDULE 2 ` t0 FaNDU MAMAW SPACM MXHM WWRW I= VAMX V=GN WAN AM MARS FASrEN6R mumom MM" RHO M FM VARIOUS DEM LOADS AND VANS Q LOAD MIN. r EDGE DISTANCE MIN. 3" EDGE INSTANCE LOAD MIN. 3(4 EDGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO (W) SPANS UP TO SPANS UP TO SPANS UP TO p0 5 P.S.F. 5' -6" 8' -8" !0' -5" S' -6" 8' -8" 70•_5•• P.S.F. 5' -b" 8' -8" }0•_5•• � 3. ANCHOR TYPE MAX. MM t NODE 1 NOTE t Now 1 NOTE 1 NOtE t ANC)IDR TYPE MAX NOTE t EE NOTE 9 �SEfi NOTE 1) �^ d 7 (ME CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION 7YPE (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE m NOTE 3) (m NOTE 3) (Sm NOTE 3) NOTE 3) (SEE Nm£ 3) (SEE NOTE A NOTE (sue NOTE 3) (m NOTE 3) (SEE NorE 3) t) Cl C3 C4 C5 C9 C2 C3 C4105 C1�C21C31C4 CS C1 C C3 C4 C5 CY C2 C3 C4 CS ti C2 C3 t4 CS Cl C2 C3 tL`CS C1jC2 C3 C4�C5 C1 C2 C3 CL CS � '� 48.0 12 92 12 12 12 12 4 1) 1) Cl CI 12 Cf pr 12 12 12; 12 II L - 62.0 92 7 1 , 7 y 12 p PMIL LIP ; L $ PLA BUI� EX . 12 92 11 12 12 _. 11 ot0 D l w, fppNItN. 72.0 12 72 . 19 aN# O SlOTT D HEX I I 1 `qq' • p 92.0 72 t0' iQ 12 70 10 5 ARP A L IIOR 42.0 12 - 10 •$'�^^ MIN. HM O. ?20 __... 200.0 10 70 / 70 10 10 SO q TO 200.6 t0 10 10 2E EI• -- �• 48.0 72.12 72 12 12 12 72 11 72 72 12 9 12 92 p 12 72 12 92 12 12 12 /2 _7_2 11 2 48.0 12 12 }2_ 9_2 92 92 ]2 10 72 72 12 8 o Cot- .... ,. _ 62,0 12i 12 t2 72 12'12 t2 8 92 12'70 7 12 12 1212 12 12 12 10 12 92 F9 8 62.0 12;12 12 12 12 €12 12 7 12 12 `t2;6 U 1/4 °O ITW TAP[[pp�N1 w/ 72.0 72 t2 72 11 . 9a 12 11 ? t2 12 7 8 to 12 12 12 12 12 12 ; 8 12 12 7 . 7 _ /! 3 § � ^ q 0 p lN. 3" pR G 72.0 12 12 12 i0 12 12 i2 ` 6_ 12 12 9 5 1 -3/4" MiH. Et18EDN7ENT 42.0 92 12 72 12 12 12 2 12 9 12 12 6 5 , / ' . b 5 7 10 12 12 6 7 72 12 12 12 8 12 12 6 7 pAtt�L 0 P . TO ..92.0 ; 12 8 5 12 12 8 •• 2b0.0 72 12 b 5 72 12 6 S t2 72 6 5 ' i2 t2 6 7 12 t2 : 6 7 t2 ]2 6 7 Q wpb 6RA N 200.0 92 t2 8 S 12 12 8 5 72 32 8 5 48.0 72 12 12 t "F 12 12 2 72 T 10 70 70 6 12 12 12 12 42 1 72 12 9 12 '12 i2 7 ® 48.0 12 72 12 ; 12 12 12 12 8 12 92 i2 ? a 82.0 72 12 72 9 90 70 $ 5 8 8 4 4 72 12 72 it 12 92 ]0 7 t0 90 5 5 A' 62.0 92 12 12 10 72 72 42 6 72 i2 6 5 pp$ 1 B 4' S 7 ? 4 12 t2 72 10 10 FO 6 6 4 9 3 S MAXISET H�L �. 72.0 72 12 12 6 E ELC MAA a & 72.0 12 12 t2 4 12 12 7 5 10 90 4 4 a �� .. MtN. EME7� 92.0 10 70 10 b b ` 6 4 . / 6 5 4 t2 . 12 t2 7 8 8 3 5 $ $ 3 5 9,4 -a0 M CHIN CREW 200.0 6 6 92.0 92 t2 }2 ? 10 9 3 4 70 9 3 4 - 4 6 6 : 4 b 6 4 $ 8 3 5 8 0 3 5 8 8 3 5 WflH NOT 200.0 10 9 3 4 10 93 4 t0 9 3 4 co 48.0 72 12 t2 12 12 12 11 12 92 12 9 7 E 12 92 11 91 71 9 9 9 • 62.0 12 72 12 12 12 7 2 12 2 12 12 12 12 12 12 12 12 12 12 11 12 8: 12'12 7 7 12 12 12 92 12 12 10 t2 72 9 8 12!12 9 7' 7 7 3 g CC C N 72A 12 92 12 ii 92 12 8 7 12 t2 S 6 92 12 72 12 , 72 72 70 9 : 92 72 6 ? • 1 ,_1 1 7 4 m 2 4 3,4 EMIN EMBEDMENT 92.0 12 12 12 9 11 71 4 5 5 12 12 12 11 12 72 S 7 12 12 5 7 yj1271BSgW 0 gMgUggSEpWggG 9 6 9 6 6 ' b ® 200.0 11 11 4: 5 11 7t 4 5 71 t1 4 5 72 92 5 T 72:72 S? 12 72 5 7 ACHICRE7EJ` 6 6 6 6 b - 48.0 12 12 i2 12 12 12' 12' 11 12 12 12 t 9 92 12 12 12 12 12 12 11 t2 12 i2 9 �R -'• 62.0 12 12 12 12 12 12 8 12 12 ? ` 7 12 72 12 12 92 }2 €t2 8 12 12 7 7 : � ro ... ......_ t. SPANS ANO SHOWN t1E[� ARE FOR OETERtANi HG LY 1f! V4 "0 rtW pE AD 72.0 12 42 72 I t2 72 12 ; 8 7 72 92 5 6 92 12 92 12 72 t2 ; 8 7 1211215 6 �ppp� �y s DYN,�BOt�7 SAYE - ....__ -- _ ..__ ALLOWABLE SfOHM PANEL SPANS POR �ECIFIC USP TO THOSL Cr ANCHO ED. MM. 92.0 12 12 12 9 12 12 4 6 12 72 4 6 t2 ]2 12 9 72 12 4 6 12 12 4 6 sxwvN Rtl TABLH I. O y 200.0 12 12 4 6 12 12 4 6 12 12 4 6 }2 12 4 B 12 72 4 6 12 92 4 6 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL c ANCHOR TYPE A TI EDGE DISTANCE. S£IECT DESIGN LOAD GREATER THAN 09 y j. xne2eY) 48.0 12 72 12 12 12 12 12 12 12 92 92 10 12 t2 12 12 12 12 12 12 72 12 92 12 EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AMD SELECT SPAN GREATER a _ - THAN OR EQUAL TO SHUTTER SPAN. AKesnonN I 42.0 12 _12 12 12 12 12 12 9 12 12 8 7 12 12 12 12 12 12 12 12 12 12 10 10 Rum toygl v 1/4- A OR A SO o�,SE 92.0 72 12 92 10 _32 92 5 6 12 12 S 6 12 12 12 12 92 12 b 8 12 12 6 8 4• REFERE CE R NCMOR R E HEDU £ F4R HO RTYPE BA ED TY E PECI o p 200.0 9a 12 5 6 t2' 12 5 6 12 92 5 : 6 12 12 6 8 12 12 6 8 12 : t2 6 8 EXISTING STRppLL UCTURE. R 48.4 12 72 12 12 t2 12 92 12 t2 ]2 t2 97 S. ANCHORS H E INSTALLED IN ACCORDANCE WITH MANUFACTURERS' A LM 62.0 92 12 92 12 12 12 12 10 42 12 10 8 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. F l €PA AIE „ 72.0 72 72 12 92 12112 77� 8 12 72 ? 7 p T. WHERE EXISTING STRUCTURE IS WOOD FRA�.}ING WOOp FRAMING CONgiTlONS 1/k -2 M C REW 92.0 i2 12 92 10 12 92 6 7 72 12 6 7 VARY. FIELD VERIFY THAT FASTENERS ARE INTb ADEQUATE W INO C C FRAMING $ Y MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 8 OAK 200.0 12 12 6 : 7 72 12 6 7 42 12 6 7 SIDE CLOSURE PIECES. t 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER $ t SHALL E LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOtl0 STUD. 3/4" a EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE e SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. MACHINE SCREWS SMALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN ' HEA© 1SIDE OR AN BOl T1 U EITHER A PAN HEAD, TRUSS H£A0, OR WAFER t5 p 10. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. A r 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODSY Rau amb Wawa 05-474 %neS oP 5 ANCHOR SCHEDULE T MAX. ALLOWABLE T MINIMUM STORM PANEL SEPARATION FROM GLASS � � 4; $ FASTENEt9 MAI Al N SPAQPB36NOtM REQUM FORVA4nWJ$ OEM LOADSAND SPANS B STORM PANEL 8 COLUMN 1 _ COLUMN 2 {� 1 LOAD MIN, Y EDGE DISTANCE MIN, S" EDGE DISTANCE E SCI'IEDULE L POSITIVE MIN. SEP. FOR ALL MIN SEP. FOR ALL I :u (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO ACTUAL INSTALLATIONS E DESIGN SPAN E OESION SPAN (U EQU 70 OR INSTALLATIONS 0Qy} €t € o P.S.F. S' -6" 8' -8" 10' -5" S' -6" 8' -8" 10' -5'• LOAD LOAD (W) GREATER THAN IF - IN} (FT - I LESS THAN 30' t SOf P.S.F.) (P.S.F.) 30' ABOVE GRADE ANCHOR TYPE MAX. NOTE i NOTE 9 N= 1 NOTE 1) NOTE 1 NOTE 9 ABOVE GRADE 30.0 10' -5" (INCHES) 1� (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE (INCHES) NOTE iSFE NOTE 3) (SEE NOTE 3) (SEEN09L 3) (SEENOTE3) (SEENOmV (So NOTE 3) 35.0 10' -0" 3' -6" 2 -7/8" 1 -1 /4" T) C} C2 C3 C5 C9 C2 C3 £4 C5 C1.C2 C3 C4 CS Ci!C2 C3 €C4. €CS C9 C2jC3 C4105 C3 C2 C3 C4 CS 40.0 9' -8" 8 45.0 9' - 5" 30.0 8' - 8" 2 - 7/8" 2 - 1/8" 48.0 8 S ' 4 9 5 4 10 3" 3" q } a 62.0 6: 4 3 6 4 3 48.0 9' -3" 3' -b" 2 -7/8" d $ gp��ppEE 50 9' -2" � AT 6iEA0 OR 72.0 5 3 3 . b 3 3 40.0 8' -8" 2 -7/8" 2 -3l8" T,Aapp N(N 55.0 8` - 11" OO i W! t -9 4 MIN. EM8O 92.0 4 / 4 .,. 3 _ / 3 60.0 8' -9" " 200.0 _.... 3 62.0 8 3 3 3' -6" 2 -7/8" 1 -3/8" ' -8" 0 12 12 12 8 9 9 9 5 48 . 8 8 8 4 12 92 19 11 99 6 9 9 9 5 8' " 2 -7/8" 2 -5/8" -. 12140 _` ...._ € 65.0 8' -7" 00.0 -8 9 , -2 „ 3" 3" u 62.0 1/ 91 f9 b T 9 6 4 6 b 3 3 72 12 12 7 B' 8 7 5 7 7 3 4 67.0 W 6" "' - 3' -6" 2 -7/8" 9 -3/8" AM MEW" 72.Q 1D 90 `_30' S fi 6 3 3 5 5 11111111 16 7 7 4 4 616 3 ?0.4 e -5" I/' 4 I MI W N. EMBEOMEP77 92.0 7 7 4 5` S 5 5 9 9 i 915 5 5 3 ?2.4 ' -4 S S 3 8'• 60.0 8 -8" 200.0 5. 5 5 5 5 5' S 5 3 5 5 3 5 5 3 ?5.4 8' -3" 8' uj 3' -6" 2 -7/8" k48-0 11 f1 97 ?' 7' -2 7 7 4 5 5 S 3 12 t2 12 8 8 8 B 5. 7 T 7 4 80.0 e' " 8 8 8 5 5 5 4 3 4 4: 10 10 10 6 6 6 54 S 5 3 90.4 7' -11" _ _ 3., 3?. Al .0 �i T H am ' 4^ 7 7 7 4 4 4 3 3 9 9 9 4 5 5 3 3 4 4: 3 100.0 ? 7 d9� cc>E D 110.0 7' - Y' 3' -6" 2 -7/8" 9 -3l8" MYd - EMBE MEw 5 5 5 3 3 _3 3 3 7: 7 7 4 4 4 4 :_4 $0.0 8' -0" 2 -7/8" 2 -718" 3 1 3 3. 3 3 3 4 4 4' 4 4 4 995.0 6' -9" 8' -2" 3" 3" 120.0 6' -6" ; '- 12 12 12 , 10 10 10 10' 6 8 8 8 5 12 12 92 12 12 12 12 8 10 10 10 6 3' -6" 2 -7/8" 1 -3/8" 136.0 6 ._ Q .. 92 12 12 7 7 7 6 5 116 3 4 12 12 92 9 9 9 8 b 8 8 4 .0 T -8" 2 -7!8" 2 -7/8" ti 940.0 5' -6" 72.0 10 70 10 6 6 6 3 4 5 5 3 12 72 12 8 8 8 4 5 6 6 4 T -11" 3" 3" 920 8 5 10 90 0 6 2 -7/8 `: Z 2 'i - /i EMtK E A neBOMMEN7 . 8 8 5 5 5 3 5 3 1 _ 6 6 4 6 6 4 754.0 5' -2° 3' -6" " 1 -3/8 "- 160.0 . O ` " 170.0 4' -7" TO.O 7' -b" 2 -7/8 2 -7/B o (,� 20b.0 5 5 3 5 5 3 5 5 3 6 6 4 fi 6 4 b 6 4 4-10 " " J _ 48.0 92 12 t2 12 12 12 12 9 92 12 12 7 12 12 12112 12 92 12 9 12 12:72 7 180.0 W -4" T -8" 3" 3" Q F' 62.0 A2 12 12 9t 92 12 90 7 10 t0 S . 6 t2 72 12 71 12 12 10 7 10 10 S b 190.0 4' -1" 2 -7/8" 1 -3 /8" H 910A 5' -6" 2 -7/8" 1 -3/4" to lk'4N09ppWLLTR E§�eHEV 72.0 92 12 12' 10 _90 10 $ 6 B 8 3 5 12 12 t2 70 94 70 6 6 8 (8 , 3 5 200.0 3' -40" 7•_4" y7/8•• 2 -S /B" L? f� ANCHOR W! 9 - V8^ 924 IN. . 72 12 f2 7 8 B 3 5 8 8 3 5 72 92 72 i 8 8 3 5 8 8 3 5 a , MOED - 3' -fi" 2 -7/8" 200.0 8 8 3 5 8 8 3 5 8 6 3 5 8 8 3 5 8 8 3 5 8 8 3 5 = 120A 4' -6" 2 -7/8" 1 - VJ Krie vich rF 48.0 12 12 12 12 12 12 92 8 12 12 12 7 12 12 12 12 12 12 12 11 12 72 92 9 o _ 6' -b" 2 -7/8" 2 -3l8" rna..owbv.. N N 62.D 12 t2 92 70 92 72 42 8 12 72 6 S 12 12 1 12 12 12 42 8 12 12 7 7 R.u IM3 17 `C45 IIppNT5 72.6 12 12 92 8 12 12 7 5 11 11 4 4 12 12 12 91 12 12 8 7 92 92 5 6 u EAL� EMBEDH 7!8' 42.0 12 72 12 b . 0 10 4 4 10 t0 4 4 42 t2 12 9 12 99 4 6 12 41 4 6 a EMe U 200.0 10 1014 4 10 1014 4 70 10 4 4 12 11 k $ 72 11 4 6 12 11 4 6 TABLE 2 Q '$ *3112229N> 48.0 12 12 12 11 12 92 12 7 12 12 12 6 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO LV V p A' > 62.0 12 12 12 11 11 10 5 9 9 5 4 DETERMINE MIN. STORM PANEL SEPARATION FROM m E! 72.0 1 2 i2 12 7 10 94 5 4 8 8 3 4 GLASS. FEMAL a it ff 12 wy9 - WITTH N 92.0 12 206.0 8 7 3 3 8 7 3 3 8 7 3 3 TABLE 1 $ A9OT� 5@ g I. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL LENGTH. POSITIVE LOADS n LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE o ACCEPTABLE. FOR DESIGN LOADS BETWEEN TABULATED VALUES. NEXT HIGHER LOAD OR LINEAR INTERPOLATION �( MAY BE USED TO DETERMINE ALLOWABLE SPANS. SEE PAGE 4 TOBCWY nM Ply 1 T ' i .....JJJ FRDD7 1 L3EYL9r':D ¢ s a ascaB +ifi'JI. t@s tlaicingCada $° Avaw Na �0917972Otf5 P.spfratteaPbais ot) AsNO7so ��w (lI*N-w ® =05-474 sheet S of 5 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 137664 Permit Number: WS -3 -10 -390 Scheduled Inspection Date: April 21, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: PANN, JAMES Work Classification: Window /Door Replacement Job Address: 9153 NW 1 Avenue Miami Shores, FL Phone Number Parcel Number 1131010160080 Project: <NONE> Contractor: ESR FLORIDA CONSTRUCTION INC Phone: (305)812 -2716 Building Department Comments SIZE MODIFICATION OF TWO WINDOWS ON THE BACK AND CONVERT THEM INTO FRENCH DOORS WITH SIDELITES. AND ONE EXISTING EXTERIOR DOOR TO BE REPLACED. EXACT SIZE. Inspector Comments Passed C Li r Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 20, 2010 For Inspections please call: (305)762 -4949 Page 9 of 30 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 137663 Permit Number: WS -3 -10 -390 Scheduled Inspection Date: April 21, 2010 Permit Type: Windows/Shutters Inspector: Bruhn, Norman Inspection Type: Final Shutters Owner: PANN, JAMES Work Classification: Window /Door Replacement Job Address: 9153 NW 1 Avenue Miami Shores, FL Phone Number Parcel Number 113101016008 Project: <NONE> Contractor: ESR FLORIDA CONSTRUCTION INC Phone: (305)812 -2716 Building Department Comments SIZE MODIFICATION OF TWO WINDOWS ON THE BACK AND CONVERT THEM INTO FRENCH DOORS WITH SIDELITES. AND ONE EXISTING EXTERIOR DOOR TO BE REPLACED. EXACT SIZE. Inspector Comments Passed e e C- Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 20, 2010 For Inspections please call: (305)762 -4949 Page 8 of 30 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 139357 Permit Number: WS -3 -10 -390 Scheduled Inspection Date: March 31, 2010 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Fill Cells Columns Owner: PANN, JAMES Work Classification: Window /Door Replacement Job Address: 9153 NW 1 Avenue Miami Shores, FL Phone Number Parcel Number 113101016008 Project: <NONE> Contractor: ESR FLORIDA CONSTRUCTION INC Phone: (305)812 -2716 Building Department Comments SIZE MODIFICATION OF TWO WINDOWS ON THE BACK AND CONVERT THEM INTO FRENCH DOORS WITH SIDELITES. AND ONE EXISTING EXTERIOR DOOR TO BE REPLACED. EXACT SIZE. Inspector Comments Passed Failed Correction a Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 30, 2010 For Inspections please call: (305)762 -4949 Page 20 of 23 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 139356 Permit Number: WS -3 -10 -390 Scheduled Inspection Date: March 31, 2010 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Tie Beam Owner: PANN, JAMES Work Classification: Window /Door Replacement Job Address: 9153 NW 1 Avenue Miami Shores, FL Phone Number Parcel Number 113101016008 Project: <NONE> Contractor: ESR FLORIDA CONSTRUCTION INC Phone: (305)812 -2716 Building Department Comments SIZE MODIFICATION OF TWO WINDOWS ON THE BACK AND CONVERT THEM INTO FRENCH DOORS WITH SIDELITES. AND ONE EXISTING EXTERIOR DOOR TO BE REPLACED. EXACT SIZE. Inspector Comments Passed Failed Correction a Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 30, 2010 For Inspections please call: (305)762 -4949 Page 19 of 23 A � Miami Shores village 10050 N.E. 2nd Avenue .. Re w .. Miami Shores, FL 33138 -0000 ` Phone: (305)795 -2204 z Expiration: 0911 112010 Project Address Parcel Number Applicant 9153 1 Avenue 1131010160080 Miami Shores, FL Block: Lot: JAMES PANN Owner Information Add Phone Cell JAMES PANN 9153 1 Avenue t MIAMI SHORES FL 33150 -2248 Contractor(s) Phone Cell Phone Valuation: $ 6,800.00 ESR FLORIDA CONSTRUCTION INC (305)812 -2716 (302)279 -4726 _... Total Sq Feet: 0 Type of Work: SIZE MODIFICATION & DOORS Available Inspections: No of Openings: 4 In Typ Additional Info: NON IMPACT /IMPACT Window Door Attachment Classification: Residential Final Shutters Final Shutter Attachment Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.20 Invoice # WS -3-10 -37259 Education Surcharge $1.40 Permit Fee $224.00 03/23/2010 Check #: 1069 $ 203.20 $ 50.00 Scanning Fee $18.00 03/10/2010 Check #: 1057 $ 50.00 $ 0.00 Technology Fee $5.60 Total: $253.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated March 23, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy March 23, 2010 1 NOTICE OF COMMENCEMENT OIL Sk 27224 P8 2.121 Ups) x AREGO pY E RECt1R6EG 03/ iS «3b «�S ON E .IOa slr� AT TIME of �sr INSPECTI HARVEY RUV'I N r CLERK. OF COORT PERMIT NO PIIAM -DARE COUNTYr fLORIDA NU O N O . 1 I 31 C /d - e 0 (J� LAST PAGE STATE OF FLORIDA: ;M1} COUNTY OF MIA I -DADE: THE UNDERSIGNED hereby gives notice that Improvements wig be made to certain real Property, and in accordance with Chapter 1s Provided in this Notice of Com Florida Statutes, the following Information IVN 1. Legal description of grope and stree address: j� s 7- eo s S MA_jo>rt. tee! /l . J S N '-� �, ' � J rte - Al s IC7 2. Description of improvement: £ FT/ 'S'% 1� o!Z �4 cap lw C 3.Owner(s) name and address: Interest in property; n ' Name and address of fee simple titleholder 4. Contract 's name and a ress: per 5. surety: (Payment bond required by owner from contractor, if any) `Name and addres mount of bond 6,. Lender's name and address: 7. Persons. within the state of Florida designated by Owner upon whom notices or other documents may be P by Section 713.13(1) )7., Florida Statutes . �ry , Name and address: 8..In f ddition to himself, Owners designates the followin in Section 7 13.13(1j(b), Florida S t g Person(s) to receive a copy of the Lienor's Notice as pr es. Name and address: /J ca 9. Expiation date of this Notice of Commencement: (the expiration date is 1 year from t cord he date of rein �� different is specified) g unl ` CO w LU Signa ., of Owner _ t P , Owner's Name. /ri'„� Prepared by r Sworn to and subscribed before me this I t day of Notary Public ' Address: Print Notary's + — __rjtarr Ain My commission expires: ., 12WI -W PAGE4,8 � LAMMpIeu AAE C if fl0rld8 �I)876701 My oomm. a AP 1, 2013 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762,4949 BUILDING Permit No. S 10 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type BUILDING ROOFING q q Owner's Nam (Fee Simple Titleholder) A M� ; r, Phone # � 1' I ( � Owner's Ad ss City /V, 1 ' State Zip -� q Tenant/Lessee Name ) Phone # P9 ° Email i l�° v� n ,Ye- 1 fv� .t 1. r e� Job Address (where the work is being done) ��✓ V�/ �l1 ` City Miami Shores Villa e County Miami -Dade Zip Sy FOLIO / PARCEL # f /— 3 /0 r 0 /0 ty 00(? D Is Building Historically Designated YES NO Flood Zone Contractor's Company Name Q C L L- O Phone # (� 9 Contract is Address Y City State Zip Qualifier Name ,(� � ,� �� Cr Phone # ?� 7 f�" �, z c, State Certificate or Registration No. 6 C CrD 5 Certificate of Competency No. Contact Phon �'j 1 Q[ Z — l_ E -mail Architect /Engineer's Name (if applicable) Phone # C t 1 °PG` Value of Work For this Permit $ CQ.CJ Uy µ Square I Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration []New ❑ Repair /Replace ❑ Demolition Describe Work: C O Submittal Fee $ Permit Fee $ CCF CO /CC $ Notary $ Training /Education Fee $ Technology Fee $ ' Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address f City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent ontractor The foregoing i trument was acknowledged before me thi The foregoing instrument was acknowledged before me this s Ac(�day of , 20 J , by ) A ftC, Al f A -- nnj day of , 20 r c by ;^ , who is personally known to me or who has produced /+ r /-c oJ 4 who is personally known to me or who has produce As identification and who did take an oath. s identification and who did take an oath. NOTARY PUBLIC: q% (, �--w D I Oyu{`{ - -3� ROBERTBtMLERJR NOTARY PUBLIC: Notary Public, State of Florida Commissions DD878438 Sign:;. s Apr. 19, 20,13 ,<....... Print: 4P ( K <� M Commission Ex Tres: lr 2� ( a My p ) 3 My Commi i � reSYLVIA CHICOMA Commission DD 669133 ,,' Expires May 1.2011 %P ; �x - Bondad?91u Troy Fain lrswranaa 800- 385 -7019 iF at at 9c:r �r a'ric *:r1t *'.F�: *9c etaF�r atk *�t:r:r *ari: * *9c �•9car ar at :r 9: *�: * * * * * * * * *: rata * *�� * * * * * * * * * * * * *� * *S9F :FiF�: :r :r:r *tit ar APPROVED BY Plans Examiner Zoning Engineer Clerk checked s (Revised 07 /10 /07)(Revised 06/10/2009) Y W IN REMAINDER OF LOT 11 d � Fd.P.1�2 82.50' R M CONCRETE WALL 11138' THE SOUTH 5 14.1 p' x FEET OF LOT T 0 20.20' TILE b x 0 I PATIO ( z LL v r v 20.20' o I w I LL 17 0 0 , 13.10' Q O w o ONE STORY v Ip Cc z I $ RESIDENCE LU 0 #9153 ^ 7.80' " p z I z LL W I 18.50' g M o f w q a: 24.00' I � Nc. 13.50'0) a &qoc a.00' P N 11 88' M 1 C CONCRETE M I 1 N WALKWAY FJ.P.1 /2s 3A3' BLOCK �• 1 8 p'Ti. F.LP.1 8� .� r f4 Y6OOtK '. CiDNC A1JG '50' RY�J ' z fa P.1/ Co 0 c 0 O 0 M ASPHALT PARKWAY M 18' ASPHALT PAVEMENT 1st AVENUE _r11 Miami S cores age Ft- � l BY DATE DEPT �l k1 eF T ~ 0 � - 1 - - rIj ALL FF-D ropertyAddress: :( R�L4�1 111 %Y]o rwol l �l Fd C) I'ES fC o FORY RFS1DPNC F: 1,952 SCE Fl) - - -_ - 0RM FLORIDA 33150 m++m + pacEm . aw :�,.EpEgY CE1aF8sYTalAT r"SOVIO Y SUWEVIS RTRAm COAREC'f *E OFR SIJRYEY PREPWE�ilDIOEW 6AY ENHHCTWN. TN�CCC.&1.6 WTSi THE TECIitAC &L R9 3E? RQRTK lY THS ".NAPE OF RtbR�d�pRAD � LAMD BstiS78 RLCAP?Mt1MST &ATWE Off PItA8U,BtiT 5O 472.= R MIGUEL ESPINOSA LAND w" SURVEYING, INC. ( 10665 SW 190 Street Suite 3110 SMEWD r FOR THE MRM MIAMI, FL 33157 k4MELE ,� PHONE:(305) 740 -3319 STATE OF FL >= P.sm, Na 81 FAX #:(305) 669 -3190 LB # 6463 fl]Y'aK0 YN1W -YSY M:.MN' TE'r;.RtA'G MiYI %L Hrvhhn,,.g Af6'.Y'l+M.'Rt�::.:.es. fl,YG'e. - .tmC '.0 /2 a>GV. ANT�z8.�A�e .a �•w•, a Accepted By Survey: A -11600 PAGE I OF3 ; "tJ � , NOT TO SCALE Certified To: sEnrewu aor JAMES PANN, 1) LEGAL DeSCRWTMPROMEOSVOTr s. RICHARD M. WHITEBROOY, P.A., 2) EXAMINATION OF THE ABSTRACT OF THE WILL HAVFTOREMADE RECORDED INSTRUMENT'S, IF ANY, AFFECT THE PROPERTY. S MWART TI ILE GUARANTY COMPANY, s, THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT On On RECORDED ENCUMBERAKFS NOT SHOWN ON THE PLAT. 4) THE PURPOSE OF THIS SIMEY IS FOR USE IN OBTAMING rTLEn1 MNCEAND FINANCING AND SHOULD NOT BE USED FOR CONSTRUCTtW, MWnm DE N, OR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF MIGUEL ESPWSA LAND SURVEYING. Its'successors and/or assigns, as their interest may appear 5) UNDERGROUND PORMNS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. S) ONLY 1tfS U AND ABOVE GROUND ENL'R Aaq&M a LOCATED. 7) WALL TIES ARE TO THE FACE OF THE MALL. - C umber: $) FENCE OWNEIRSHIP Nor DETERMINED. Panel NUmber: 9) SWINGS REFERENCED TO LINE NOTED AS B.R. 14? BOUNDARY SUR'VC" f MEANS A DRAWING ANDIOR GRAPHIC REPRESENTATION Or THE Suffix: L SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AMM MOTTO SCALE. Date of Firm Index: 09 /11/2009 11) NO IDENTIFICATION FOUND ONPROPERTYCORNERS UNLESS NOTED, 12J NOT VALID UNLESS SEALED WITH THE &'GNING SURVEYORS EMBOSSED SEAL. Flood Zone: X 13± DWENSIONS SHOW ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. A) ELEVATIONS IF SHOWN ARE BASED UPON N.G.V. IM UNLESS OTt1ERYFISE NOTED. Base Flood Elevation: 15} THIS 6A V4RYStlRYEV UNLESS OTHERWISE NOTED. Date O f Field Work: 11 16) THIS BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENfitES NAMED HEREON, THE CERTIFICATIONS MD NOT EXTEND TO AM UNNAMED Date of Completion: 11/14/2009 PARTIES. Legal Description: See page - 3 Surveyor's Legend Q 6K4i •ems IV= G eq 7ef m eR wt aWMd Na or d w JsSSB �W a 6t N k ftww v YIP. 7mm aw swam u 0 as aft &AM Fixes P= aclawr ° Sae fim Kra mrro PY a #J? MU PLC , r=& MPOF _ a an *w &ate wwat ARM A= aft 4 MFwAwL w P%t$' $e' a ARP. r" V aww P XA SAL #wj=ANMAwiw ssexNac w $ra Pa . r Mw TV am s WA a P u� owwymmaymm omffralmmw to . aeL rt€ tie tarp t« OW Mff Lem sa F Property Address: 153 N.W.1 AVENUE, MIAMI SHORES FLORIDA 33150 MIGUEL ESPIN SAL ND �TffNTavva�YfficT, ray SURVEYING, INC. cssl LtIUMTECJ�tDCALSTANQA assEre�vnevTwslrar�aRa�cetrwao� 10665 SW 190TH Street Taara.�r,rT,anmasT :: Suite 3110 MUM, FL 33157 PHONE:(305) 740 -3319 SIGNED ' - _ FORTw FIRM FAX #:(305)669 - 3190 MMSL- MN�� LB # 6463 sTAM rZrtt asa�.nta. sTOa Accepted B Survey: A -11600 PAGE 2 OF 3 Legal Description r ' THE SOUTH 5 FEEL' OF LOT 7 AND LOT 8, LESS THE SOUTH 10 FEET AND WEST 5 FEEL' OF LOT 11 LESS THE NORTH 85 FEET AND THE SOUTH 10 FEEL' „OF MIAMI SHORES MANOR ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 45,PAGE 13, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. NR8C7 'RBPAfiBHNTA51f ;IHRRE YCffRT*Y 4fTH WRMY•13 ATRUCAND MIGUEL ESPINOSA CON70RA.9UAV$Y FA&W4REffiUN68R 1/YENRffC716N TMt�LK$N4TH ree ra'ffgT ""°"mss ^sssr"a"eYTMff°FF<m''°� LAND SURVEYING, INC. •M'SF638f64JAL UitIffi9#I WM7-e FL0PJ *,QWMSTRffW OOM t+MUNM " 'lF , r 10665 SW 190TH Street C4 Suite 3110 MIAMI,FL 33157 PHONE: (305) 740 -3319 SIG MR FAX #: (305)669 -3190 STATE aa.K a,. 5101 LB # 6463 Accepted By 4'MflL1PW q(NY#QSUAtW'L3P THP RI[ pK PFf1tHRlYfl11oH3Gi RdiRR'I £gab f'R itrl.F4`.R�gf 4pYFVlA Survey: A -11600 PAGE 3 OF 3 - . A e44 KN EZEVICH ASSOCIATES ENGINEERS • PLANNERS • PRODUCT TESTING V V.J. KNEZEVICH, P.E. JOB 4 v 0"05 At" JOB No. l�..rl / - -- SHEET No. of DATE Y t '4' a v- it - f r I t L ftj /t 9 d �LGO ARM Z7f 381 Z 'E'ro 1A KN EZEVICH ASSOCIATES ENGINEERS PLANNERS • PRODUCT TESTING V.J. KNEZEVICH, P.E. JOB t,74 !3 e7 JOB No. SHEET No. of DATE —z�lo &L Aug ° Z. G,* /)%;a. zom P. 6.1. Cow p � " IF 5 o{ f7rsr.� e wl dZ avo 4d l• AA'dt atte✓ I n t5 V Y ts ti, 1 W 1 0 s tv�ldCzyF) � I •qu ' ,or ELF VA Tto JIJ u 3.5 �!,. a to9�S3 co 00 �r KNEZEVICH ASSOCIATES CONSULTING ENGINEERS Client JamesParm Tel: 954.821.6933 Fag: 954.452.7960 Project No: KA 10-111 Project French Doors & Sidelights Address: 9153 M 1st Avenue Miamil Shores,Flmtda 33150 Date: 316110 _ -- C:WA CllentslWind Load CalculMmAASCE 7-05 Roof Loads less than 60 ftlAsx]A ASCE 7 -06 COMPONENTS & CLADDING Importance DESIGN WIND LOADS ROOF category Factor I 0.77 *IF HEIGHT TO WIDTH IS LESS THAN EQUAL TO 1, USE LESS THAN EQUAL TO 60 FEET II 1.00 TABLES FOR HEIGHTS UP TO 90 FEET. III 1.15 `*FOR BL DDS > 60 FEET WITH ROOF SLOPE 6 > 10 DEGREES, USE LESS THAN EQUAL TO 60 FEET IV 1.15 TABLES WITH ATTENDANT MEAN ROOF HEIGHT q= (0.00256) * Kz * Kzt * Kd * I * VA2 p (per = q((GC p)•(GCpl)l Basic Wind Speed, V = 146.0 m.p.h. (3 sec peak gust) Exposure Category = C Enter B, C, or D Importance Factor, I = 1 J1Q Non- esserfial facilfies =1.0; Assembly /essential facil 1.15 Effective Wind Area = 261.3 sq.ft. (10 sq ft or less provides max loads) Gable or Monoslope = G Enter G for Gable or M for Monoslope Indicate if Hip Roof y Rise over 12 = 3.00 Roof Slope (deg) = 14.04 0 to 7, or 7 to 27, or 27 to 45 for Gable; 3 to 10,10 to 30 for Monoslope Internal Pressure, GCpi = 0.18 0.0 for open buildings, 0.18 for enclosed buildings, 0.55 for partially enclosed buildings Topographic Factor, Kzt = 1.00 For non hilly areas Directionality Factor, Kd = 0.85 0.85 for buildings. Kd=0.85 shall be only applied in conjunction with ASCE7 -02 load combinations Parapet Height (ft.) = 0.00 ` :;' Parapet height provided around the perimeter of the roof Positive GCp (1,2,3) 0.30 Negative GCp (1) = -0.80 Negative GCp (2) = -120 Negative GCp (3) = -2.00 Negative GCp (2) = NIA Negative GCp (3) = NIA Negative Gcp (1) = N/A Negative Gcp h (2) = -220 Negative Gcp,,, (3) = -2.50 BUILDINGS LESS THAN OR EQUAL TO 60 FEET Gable Roof Slope 7 to 27 Degrees DESIGN WIND LOADS (PSF) / 146 MPH Ex ure C MEAN ROOF1 POSITIVE I NEGATIVE NEGATIVE NEGATIVE NEGATIVE NEGATIVE I NEGATIVE NEGATIVE NEGATIVE HEIGHT Zone 1,2 & 31 InL Zone 1 End Zone 2 End Zone 3 End Zone End Zone Overhang 1 Overhang 2 Overhan 3 0-15 18.9 -38.6 54.3 -85.8 NIA NIA NIA - 86.6 498.4 > 15-20 20.1 -41.0 57.7 -912 NIA N/A NIA -92.0 -104.6 > 20-25 21.0 - 43.0 -60.5 -95.6 NIA NIA NIA -96.5 -109.6 > 25-30 21.9 - 44.6 - 62.9 -99.3 N/A NIA NIA -1002 -113.9 > 30-40 232 47A -66.8 -105.5 NIA NIA NIA -106.5 -121.0 > 4050 24A -49.7 -70.0 -110.6 NIA NIA NIA -111.6 -126.8 > 50-60 25.3 51.7 -72.8 -114.9 NIA NIA NIA -116.0 -131.8 > 60-70 28.1 53A -752 -118.7 NIA NIA N/A -119.8 -136.1 > 70-80 26.9 -54.9 -77.3 -122.1 NIA N/A N/A -123.2 -140.0 > 80-90 27.6 -56.3 -792 -1252 NIA N/A NIA -126.3 -143.5 4 r P.E. FL License #10983 Knezevich Associates COA No. 27989 e James Pann Residence 3/8/10 Concrete Beam Load Determination (50% of all gross loads are on beam) Roof Wind Loads: positive wind zones - entire roof 18.9 psf Component & Gadding wind load = 58 psf negative wind zone 1- interior 38.6 psf negative wind zone 2-end (5.2') 54.3 psf negative wind zone 3 -corner 85.8 psf Total Roof Quantity Density of Area -Fr to Bk Section Lineal ft. or Cubic Ft Wood 580 sf Item Description area (inA2) each truss size Wood # /ftA3 Load (ibs) Ld Direction 1 Roof Trusses -full length 28' span 2 2x8 top & bottom chords 11.25 57.0 15 66.8 37.0 1,236 Down 3 2x4 braces 5.25 29.0 15 15.9 37.0 293 Down 4 Wind Load Down - all zones 5,481 Down 5 Wind Load Up- Interior Zone 1 -3,985 Up 6 Wind Load Up - End Zone 2 -6,205 Up 7 Wind Load Up - End Zone 3 -1,740 Up 8 Live Load @ 30 psf x.87 7,569 Down 9 7/8" decking 73,080 37.0 782 Down 10 Roof Tile & Insulation @ 5.5 psf 1,595 Down 11 Concrete Beam - 8" x 24" x 12' 2,455 Down Total Load on Beam = 19,412 Down Total Load Up = - 11,930 Up Net Load on Beam = 7,482 Down Net Load on Column = 9,706 Down Assume 2000 psf Presumptive Soil Pressure, therefore area of footing = 4.853 Sq. feet Dimensions of Foundation are = 2.203 feet square or 26.44 inches square (existing footing is 20" wide) Enlarge footing bearing by 6.44A2 41.47 inA2 = 0.288011 ItA2 Therefore 4.853 +.288011 = 5.141 sq. fL Revised size of footing = 2.267 feet square or 27.21 inches square Existing footing can handle the superimposed load on the 3" diameter column without any additional footing being built. The existing footing is strong enough to use an additional 7.25" of the footing on each side of column, for the DL+ LL+ Wind load. Determine Anchors required to carry Column Shear: V =10' x 20'x.5x.5x58 psf 2,900 pounds Assume that 4 anchors will be used: Shear capacity req'd for ea. Anchor= 725 pounds /anchor Therefore use the following: 5/16" diameter M Buildex Tapcon with 2 3/16" edge distance & 21/4" embedment in 2899 psi concrete Use 4 ea. in the top flange to concrete beam & 4 ea. in the bottom flange connection to the existing foundatior KNEZEV TES d V. JohUUN0.o. h, PE Presid Florid10983 Florida COA No. 27989 4/8/2010 KNEZEVICH ASSOCIATES Propertyowner James Pane CONSULTING ENGINEERS Project Name: KA 10 -111 Tel: 954.821.6933 Fax: 954.452.7960 Address: 9153 NW 1st Avenue Miami Shores, FL 33150 QWA CUwftXEd Riazo18153 NW 1st Avenue Miami Shares -Fremh Dow and Bdelitest[ASCE7 05LesslhanaOftComponeMWaO KA - Fremh D w and Side Li[esxis]A DESIGN WIND LOADS for FRENCH DOOR & SIDE LITES ASCE 7-05 DESIGN WIND LOADS COMPONENTS & CLADDING VERTICAL SURFACES Basic Wind Speed, V = 146._0 m.p.h. (3 sec peak gust) Exposure Category = C Enter B, C, or D Importance Factor, I = 1.00 Non - nosed facilitles=11.0; Assembly /essential facilit1es=1.15 Effective Wind Area = 20.0 sgJL (10 sp ft or less provides max loads) - for. 36'x 80' French Door& Side Litea Mean Roof Height = 13.0 ft. Rlsei12" of Run= 3.00 Inch Rf Slope (deg) = 14.04 0a 10 reduces load, > 10 provides max load Smallest Side of Bldg. = 55.8 feet Internal Pressure, GCpd = 0.18 0.18 for enclosed structures, 0.55 for partially enclosed structures Topographic Factor, Kzt = 1.08 For non hilly areas Direcdona6Ly Factor, Kd = 0.85 0.85 for rectilinear structures and ASCE bad facWrs, 1.00 for rectilinear structures and ASCE load factors with 33% Increase in allowable stress Positive GCp 4,5 = 0.9 Negative GCp (4) _ -1.0 Negative GCp (5) _ -1.3 q = 0.00256* K $ K ffi * K * I * V a p q(GC, -GC,) BU ILDINGS LESS THAN OR EQUAL TO 60 FEET DESIGN WIND LOADS 148.0 MPH Exposure C MEAN ROOF POSITIVE NEGATIVE NEGATIVE HEIGHT (FT) Zone 4 & 5 Int. Zone (4) End Zone (5 13 44.4 48.3 -58.0 1. Wind toads are determined in accordance with ASCE 7-05. 2. Wind load calculations are based upon a mean roof height of 13 ft. Contractor shall verify mean roof height in field and notify Engineer if higher than noted. 3. The maximum positive and negative wind loads for the building zones are as noted below unless specific values are labeled adjacent to a building opening and certified by a registered architect or registered professional engineer. 44.4 psi Positive -48.3 psf Negative- Interior -58.0 psf Negative-End 4. This document shall be used for determination of wind loads only. Component Installations shall be In accordance with component design drawings. Component Installations at any elevation below roof are acceptable. 5. Find zones for this htstallatlon are those arm within 5.2 test of the exterior corners of this building. 8. This document shall be valid only when there appears an original signature, date and embossed sea V. J. Knezevich, P.E. O5- Mar -W V. John K nezevich, E. FL License #10983 MIAMI -CaADE MIAMI -DARE COUNTY, FLORIDA METRO -DADE 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 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov Poma Corporation 9040 Belvedere Road West Palm Beach, FL 33411 SCOPE: 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 test", 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. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06 -537, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 4 of 4, prepared by Thornton Tomasetti, dated December 06, 2006, last revision #0 dated December 06, 2006, signed and sealed by V. J. Knezevich, RE'., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: large and Small Missile .impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA wi I1 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 ,umber 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 ent ire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the site at the request of the Building Official. This NOA revises & renews NOA it 01- 1)410.10 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was revieN\ "d by Helmy A. Makar, P.E., M.S. NOA No. 06-0823.06 a Expiration Date: 08/16/2011 D3 /Z 7/1.400'7 Approval Date: 03/22/2007 Page 1 Poma Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED I. EVIDENCE SUiiN11TTEM UNDER PREVIOUS APPROVAL # 01- 041010 A. DRAWINGS 1. Drawing No. 00 -408, titled "0.050" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E., dated March 30, 2001, last revision #2 dated August 13, 2001, sheets I through 4 of 4. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure test Loading, per PA 202 -94; 2) Large Missile Impact Test, per PA 201 -94, and 3) Cyclic Loading Wind Pressure Test, per PA 203 -94 of aluminum storm panels, prepared by Construction Testing Corporation, Report No. 01 -005, dated 0212412001, signed and sealed by Christopher C. Tyson, P.L. C. CALCULATIONS 1. Comparative anal tisis and anchor calculation, titled 0.050" Aluminum Alloy Storm Panels, dated iWarch 30, 2001, pages I through 31 and anchor manufacturers appendix, prepared by Knezevich and Associates Inc., signed and sealed by VJ Kne --evich, P.E. 2. Comparative analysis, dated July 16, 2001, 3 pages, prepared by Knezevich and Associates Inc., signed and sealed by V.J. Knezevich, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Invoice #167143 B, dated 08/18/00 for Aluminum Alloy 5052 -H32 by Commonwealth Aluminum. 2. Certified Tensile Test Report No. CTL 90296G, issued by Certified Testing Laboratories elated 03113101 for Aluminum sample CTC -01 -005, signed and sealed by Ramesh Patel, P.E. 2. NEW EVIDENCE SUl3NETTED A. DRAWINGS 1. Drawing No. 00 -537, titled 0. 050 "Aluminum Storm Panel", sheets I through 4 of 4, prepared by Thornta z Tomasetti, dated December 06, 2006, last revision #0 dated December 06, 2006, signed and sealed by V J Knezevich, P.E. B. TESTS 1. None. 1my A. Makar, P.E., M.S. Product Control Examiner NOA No. 06- 0823.06 Expiration Date: 08/16/2011 Approval Date: 03/22/2007 E -1 Poma Corporation NOTICE; OF A(. CEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS , 1. Revised Anchor Calculalions and details for 0. 050 "Aluminum Storm Panels, dated December 05, 2006, Pages 1 through 15 of 15, prepared by Thornton Tomasetti, signed and sealed by T' J Knezevich, P.E. D. QUALITY ASSURANCi: 1. By Miami -Dade C.`ouni'y Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 06- 0823.06 Expiration Date: 08/16/2011 Approval Date: 03!22!2007 E -2 LOCATIONMARKING �ghTAM LOC�T�ON) t R .250" 2.250" _ _ ALT. STUD as g » » 09 ° 45 ?• : 4.• R. SO" DIRECTION 1.807" 55" 0 1(, � .090" (TY0 12.0 1 O a N _ _ _ 08 v�� - " . 90"Q• o H 0. � l 1 1.453 0_C OVERAGE 6.00" COVERAGE l '1 qq[CI�{{ l 4.00•MAX. N ( 14.927 17.000" A S1NE _ 2 -00 "_I . _ 7.463 a Ei ? 0" @ 6 OR 72 O.C. O STORM PANEL a HALF PANEL O "h" HEADER O "U" HEADER (1 STUDDED ANGLE O ANGLE ®m SCALE, 3" " 1' -0" SCALE + 3" . 1' -0" SCALE, 3" . V -0" SCALE: 3" . V -0" L SCALE, 3" " V -0" SCALE. 3" :: t• -O" "�4�3 m ONE HALF PANEL PER °I " « OPENING MAY BE USED n ��N •� AS REQUIRED TO COVER 060" OPENING _-� _275 "N�$ s : usr ._ 1lP�W.•llll nl (1:178" {- x.360" . w� P, •- - � E" u � m ( ��l.� x.275" .660" ( ^• _ _ m )._ -- m� m 0974 -{F' I'f 1'P.J * ?S 660" ? . .690 1 .04+ 60 "0 i1 ,III •� b45" 1 �� L ` - ...275" P .275,'j _,� • » GEN RAL NOTES: ALT. L_G 2_000 " •, 2 .b4 ._097" ` N ;.880.'.1 C q• 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH ZAMAC ALLOY � THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY ° E° F F" ANGLE SCALE • 3" - i'_O" TRACK ° TRACK REY " WASHERED WINGNU7 .090" THICK a O z,_. I'lAiMI -I; 1GE CCI:NTY PRGi;U.- CL;NTR-'L UIYI"ION FOR THE HIGH VELOCITY HURRICANE O 63 6b O $ KEYHOLE" WASHER p1, y �� _ °+' a ZONE (H�VHZ) OF THE BUILDING CODE 2004 WITH 2005 SUPPLEMENT. SCALE : 3" = 1' - FLORIDA 0" SCALE = 3" . 1' -0" SCALE : HALF SIZE SCALE: 3" = V -0" 5� WOO 3003 -H14 ALUMINUM ALLOY p O_ �i 2. NO INCREASE IM ALLOWABLE STRESS HAS BEEN USED IN THE O OF E PRODUCT. WINO LOAD DURATION FACTOR Cd o 1.6 WAS USED FOR WOOD SCREW t;} DESIGN. WIDTH UNLIMITED g 3 0 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING j(PERP. TO PANEL SPANI THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING i SECTIO TOP MOUNT N •- = p,, ro WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -02, _ o A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. PLAN VIEW C ' N 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. _ FASTENER t& 12" O.C. FOR 1/4° MAX. p DESIGN LOA S LESS THAN W r \ 110 P.S.F. L EQU OR A TO o S. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 i ='" / OR ry A TO FOR p OF THE FLORIDA ADMINISTRATIVE CODE. w u , \ DESIGN LOADS GREATER a '1 g b. THESE APPROVAL DOCUMENTS ARE SUITABLE To BE APPLIED BY A LICENSED THAN 110 P.S.F. a (SEE ANCHOR SCHED. CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE mm FOR ANY ACCEPTABLE � CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING a a o •� ANCHOR) Y.J 5 STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE a a.- /' •625" A ALUM. ANGLE C OSURE PIECE STRUCTURAL SUBSTRATES DETAILED HEREIN. �� LL R. taast ¢ Y .9 0" I •• x 2 " x .455" M o 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID , X o lY� THE APPROVAL DOCUMENTS, a t-F g2 $ 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE -£+w •313" W % EX STING a BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS, y •\ MAY BE AT STRUCTURE Al REQUIRE THAT S TE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND TOP -�� i AND JU UCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL ( STTI IF FY T DEV DOCUMENTS SHALL BE SUBM�ITT TTO 1 2 »1 � rTTTTTT PROD TING HIS /HER APPROVAL. 81 R 'ryp) BOTTOM MOUNT I I t .6 GRAN I I ' E O / SECU FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL TYPICAL ELEVATION RED FRCN �DIVISION THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND 9 $ A AREAS ONLY O UN B BE ACtEPTEO BY THE BUILDING O wp Aq W�TH� _3/2•• S THAN DESIGN LOADS LESS 9. M &M OF ONE MARKI P DE PANEL AND SHALL BE PERMANEN L OR EQUAL TO 110 P.S.F. vl AS FOLLOWS, AND (6 9" O.C. FOR • FOMA CORPORATION DESIGN LOADS GREATER WEST PALM BEACH FLORIDA THAN 110 P.S.F. MWNI"DAOE COUNTY PRODUCE CONTROL APPROVED (SEE ANCHOR SCHED. a 1 /4• AX. FOR ANY ACCEPTABLE 10. TORM P SHALL BE 30 4 -H34 OR 5052 -H32 ALUMINUM ALLOY 0.050" THICK O 1/2° OVERLAP -� EAXN1CH7OR)) ALLOY FU. O.N8,8SO P.S.I. MIN.}, ALL EXTRUSIONS SHALL BE 6063 - T6 ALUMINUM gg��(( S77��N1.IG�{ STR STIUCTURE @RWUCt nlrrVTSE4 d A,}.UM. ANGLF PIECE: 0 8 aRA the D101idtt mf LLLL 11. A LL FASTENERS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, 304 SERIES t x ° To F$tia# STAINLESS STEEL, OR GALVANIZED STEEL WITH A 33 K.S.I. MINIMUM YIELD 2"x S" x .12S" MAX. BaW)xg CUl9 r I2/06�2008 STRENGTH. Aacepwuee 6- �' '04 MNOAS NO ° 12, TOP & BOTTOM DETAILS SHAWN MAY BE INTERCHANpgD AS FIELD CONDITIONS a, ImEh DICTATE. PANELS MAY BE MuOuONTED HORIZONTALLY WHERE APPLICABLE. NW �a ®® -` 13. THE PERMIT HOLDER SHALL VERIFY THE ADEQUAC OF THE EXISTING STRUC�URE TYPI PLAN VIEWS Alvkskn OP B7 a AT THE J0 SITE BEFORE COMMENCING WITH LOADS I E WORK VERIFY ALL OIMENS DNS Q�_>,�37 SCALE: 1 -1/2" - T -0" sheet 1 7 4 ' ^ O R N fTyP SCHEDULE FOR MAX. p SPACI Q fqqEj7ST f 13 C' ONE ' AMHOR REFER jil 1, SCHEDULE FOR MAX. cl SEE GLASS SCHEDULE x SEE GLASS SCHEDULE u 0 DOOR 4 GLASS Cl CONNECrION TYPE <. REFERENCE ANCHOR CIA SCHEDULE FOR MAX. >0 1 WITH 1/4-20 X ZZ MA cs CofINKTION TYPE CL W& WITH 1/4-20 5/8 SEHELYOLE FOR MAX. AC I E CC SPACING 0 13CLT 111) 12 O.0 MAX = ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL W ! zo CEILING/INSIDE MOUNT SECTION WALL MOUNT SECTION REFEMNITU SCHEDULE FOR MAX. BED. .9 SPACING ma R C c ; —f SCHEID LE FOR MAX. p BOTTOM SPACING 5 ONT. TYP. TOP BOTTOM col W O N T NT TO WITH /4-20 x 5/8" " X -C , Li Q' & :A W BOLT 40 12 D.C. MAX. 1s; E4 z SEE GLASS SCHEDULE---- 17 w X I- Qr 8 A W SOLT Ot 12 D.C. MAX. cl REMP SCHEDULE FOR MAX. IMN E WIR E DIR HEAD BOLTS SPACING C N W1 KEYHOLD WASHER. ENGAGE 0""R COL- Aa Um SCHEDULE FOR MAX. SPACING NERINEMAMIR SCHEDULE FOR MAX. SIDE CLOSURE REQ*D. (SEE p N VIEW) SPACING 13UILD-OUT MOUNT SECnleAN WALL MOUNT SECnON (DIRECT MOUNT) m ANCHOR SCHEDULE ANCHOR SCHEDULE m FASTENER NIMMUM SPACING (INCHES) REQUIRED FDA VARIOUS DESIGN LOADS AND SPANS FASTENER MARIMUM SPACING (mcH 5) REQUIRED FOR YAIBOUS DESIGN LOADS AND SPANS ?A �a ki 4MA MIN. P EDGE DISTANCE MIN. 3' EDGE DISTANCE LOAD MIN. 3(4 EDGE DISTANCE a g SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO S UP TO W SPANS UP TO SPANS UP TO SPANS UP TO o \ PANS p f 1 . 5' -6" 8' -8" 10' -8" 5' -6" 8' -8" 10' -B" � P.S.F. 5' -6" 8' -8" 10' -8" �� C ANCHOR TYPE . EE NOTE t) SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE t) (SEE NOTE i ANCHOR TYPE MAX. {SEE NOTE 1 {SEE NOTE t) (SEE NOTE t) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE Lc2 m K (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) NOTE 3) (SEE NOTE 3) (SEE NOTE 3) NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) r : C1jC2 C2 C3 Ct C3 CL C5 C1 C2:C3 {C4 CS CIJC2 C3�C4 CS C7 C2 C3 C4 CS Ct C2 C3 C4 C5 1) Ct C2 C3 C4 C5 C1 C2 C3 C4 CS C1iC2 C3 C4 _ 12 ;12 i 12 12 12 12 12 12 it 17 12 12 12 ! 8 8 42 12 12 12 72 12' 12' 12 12 12 12 12 12 10 10 1N. 48.0 12 12 12 12 72 12 1 2 12 10 10 12 t2 12 8 8 12 12;12jt2 i2 12 12,12 B 8 12 _9 12 7,612_1212 72 12 12112 12 10 10 12 1012 8 8 [} ygq- qqq-�� 63.0 12 12 12 12 12 12 12,12 7 7 12 12 12 6 12 121121 11 11 12 70112 7 7 12 9 72 7 b 12 12 12 12 12 12 11 12, 6 , 8 1 T 10 1 2 8 8 V4'O X I�� g LON 7 2.0 12 12 t2 10 10 72 12 't 6 12 12 12 6 6 1/4 "O ITW TAPCON WITH - LAO SCREWM7Tf1 1 -3/4" MIN. EMBEDMENT 12 12 ; 12 ! 8 8 12 9 12 7 6 12 9 12 7 6 12 12 + 12 10 ` 70 12 f 10 12 8 1 8 12 10 j 12 B 8 1-3/4' EMBE 5H�N 98.0 12 12 + 12 7 7 12 12 12 6 + 6 12 12 12 6 6 1' }, / 2'12 12'1272 12,12 7_2 1 2 12 12 12' ARALLEL OWOOD = - - --- 1N. 3 192 P S 1 CONCRETE 12 9 12) 7 6 12 9 t 12 7 6 12 9 12 7 6 12 10 12 8 8 70 12 6 8 12 10 12 B8 GRA 200.0 12 12 12 6 : b 12 12 12 6 12 12 12 6 6 6 / - �! 1 72 10 70 2" MIN. 48.0 72 i2 12 12112 12 12 12 7 7 12 t2 12 6 Lu <%A J f/ / t2' t2 12 12 12 ' 12 70 10 12.9 1 12 t 8 8 (,¢- r}•�q- qq� -o-S} 63.0 72 ,12 12 9 9 12 12 12 S i 5 12 12 12 4 4 m t »4`0 ELCO MAi F./ '. 1 - �. / - {� __.. - FCMALE A � M TE 7..0 :. _ t S_! F . : /. !j / 2 } 72 j 12 12 12:10:12 8 8 7 4 12 8 ' E 1/4 - 0 z MIN. 3 k I ONG 72.0 72 1_2 12 8 ' 8 1 1 11 2 5 S 12 , 1 12 _4 _ 4 i.:J. & .. _- ! / 1 / ! - LAG SCR Wli M,N. 4 , _- _ ___ °'� • } /+. - .'.0 M StRE;v 9 ' 0 r 1 1 ` 1 2 _L '0 12' 9 112 8 8 } t § 12 a 1 6'� 1 /4" £M8F.0. SHEAR 9E.0 12 , 12 1 b 6 12 172 1 4 4 12'• 12 i 12. 4 4 W:I ti kUT FERPEt.'•iCULAR TO _.. - .. 9N.3 P.5.1. CO 4CRFTF7 200.0 ifs/ .!. /. y �. Y. // f!i' %/ 72, 9 X12 8 B 12' 911 8 -- 8 77. 9 112 8 i B W300 GRAIN 200.0 12.12 12; L I L 12'12 12 4 4 12112 1214 T 46A 12 12 ; 12 1 2 12 72 12 12 52 _ 12 12 12 1C 110 72 72 12 72 ' 12 72 _72 12_ 12 12 12 72 12 • 12 12 * n t 48.0 12 12 ' 72 1 12 ; 12 12 12 12 8 6 72 ` 17 12 7 7 4 - _ 8: 'ice t 63.0 1 1.,' 2 81 9 2 7 70 7 7 1 2:12 72 121 2 12 12 12 12 12_ 9 12 10 10 + k l � -+` .. �Mt 7111.;, 63.0 12 12 12' 7 0 10 7 2 9 1216 6 11 5 j 7__S ! 5_ a &- 1: _ "0 ALL T POINTS B SOUO D 72.0 12 12 i2 72_.1[ i[ 8 12 8 b 12 7 ' 10 7 7 12 • i2 12 :2 72 72 10 1 12 t0 i0 i2 , 4 ^12 � 70 10 t %4 "m €LCD MALgg/ 72.0 72 12 72 9 9 72.6 9 i S 5 11 5 7 S 15 SE µ T WIH 7/ EMBE. -- _ 1_ "- - FEMALE PANELMATE^ - '" "• iS y STAINLESS 98.0 12 12 '2 9 9 i2 7 10 7 7 1T 7 10 7 7 12 12 12 12 72 12 t 9 _72 10 70 12 9 12 70 �10 1 -7/e" MIN. MBEO. b 48_.0 12 9_ 72 b 6 11 5 7 S 5 11 S 7 5 _5 p >m T.__ _ W STEEL 1ACH,NE SCREW - - " -" _ - -' - -' - -- -- -' -' - - -- 1�4 -20 MACHIN SCREW - $ 1I 2 P.S. COkCTiEt 200.0 12 7 1 10. 7 7 12 i 7 10 i 7 7 i2 , 7 10 7 7 12 9 12 70 70 12 9 12 10110 12 9 12' 70 ! 70 48.0 WITH NUT 200.0 17 5 7 5 S 71 S 7 S 5 11 585 gg 12,1212' S 8 9 9 9 5 5 7 5 7 4 4 12 12 12 10 10 11 11 11 5 6 9 6 9 5 5 B� o ._. aJtcee+bHn4,W.m<b 63.0 11 11 1 11 6 6 7 j 4 7 1 4 4 6 l/ L 3 3 12 12 112 7 7 8 5 8 4 4 7 3 4 4 L I z I p P -. ; .- ._ ^ 72.0 10 10;18 5 5 6 3 4 3'3 6' 4 3 3 11 77:11 6 6 7 3 5 4 4 .,3 4 4 4 4 1/4 "0 ITyytt TgPCON WITµ -- - -,- - . .__ _ ANC N O T ES' 'T 1 -M1 /4^ P10•I. EMBEDMENT 98.0 7 4 7 4 4 6' 4 1 3' 3 6 4, 3; 3 B, S 8 4 4 7 3 4 4 4 7 3 4 4 4 6 4 3 3 6 4 1 3 3 6 4 1 3 3 J; N Y -- - -- 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR S WNG ONLY. q 200.0 1 7 3 4 1 4 4 7 1 3 1 4 4 4 7 3 4 4 ALLOWABLE STORM PANEL SPANS FOR THOSE SPECIflC LOADS MUST RE LIMITED TO o * 1 46.0 12 12 12 11 11 12 12 12 7 7 12 8 12 S 5 SHOWN IN TABLE 1. o - 3 - * 63.0 12 12 12 8 8 11 7 11 5 5 9 4 6 4 4 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL o O m w /g 11- BP O MA L 72.0 12 t2 12 7 7 10 5 7 4 4 9 4 6 4 4 GR ANCHOR TYPE AND EDGE AT ERT OR TIUA DESIGN U SPAN. UTTER SE SPAN ° O V 1/4 -20 TH��LW 98.0 11 7 11 5 5 9 4 6 4 4 9 4 6 4 4 _� 200.0 9 4 6 4 4 9 4 6 4 4 9 4 6 4 4 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING gTRUC LIRE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. y j I{D.CZO Ch Mo u 48.0 12 12 12 12 12 12 12 12 8 8 12 12' 12 6 6 12 12 12 12 12 72 12 12 11 11 72 12 12 9 9 REFERENCE ANCHOR SCHEDULE FOR GROPER ANCHOR TYPE BASED ON eror 12 It V it 12 TYPE OF EXISTING STRUCTURE. 1 # 63.0 12 12 12 10 10 12 9 6 12 6 8 5 5 12 12 12 12 12 12 8 8 12 6 9 7 7 S. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' A AiO twes S_ 9 iBTEEMAPC�T EW 2000 12 6 ,1 8 5 5 12 6 8 5 5 12 6 8 5 5 t2 6 9 7 7 12 6 9 7 7 12 6 9 7 7 6 MINIMUM E EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR .+g ¢Y, Lr, T. WHERE EXISTING STRUCTURE IS POST- TENSIONED CONCRETE CONTRACTOR SUCH THA CABLES ARE NOT DAMAGEORING AND COORDINATE ANCHORAGE �6 e. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS VARY FIELD VERIFY THAT FASTENERS ARE IN T IT ADEQUATE WOO, FRAMING g MEMB RS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY 1 FOR S�DE LLOSURE PIECES. 9. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER g i SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" { (MIN) WOOD hTUO. /4 g BE SOUTHgRN PINE G OT GREA DENS LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAP. 10, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS - i WAFER HEAD (SIDEWALK DOLTI, O.NHER A PAN HEAD, TRUSS HEAD, OR 11. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 1'. 12. t DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHER£, WINGNUT. MIN. 2x ANCHOR DIAMETER pIMJ,!)C1 REL iS'^.D d: MAX. 1/2 ANCHOR SPACING meOr W'1ht;beF'°rLiu g> SPACING PER 6 SPACING PER :.eylYa - Z . em, )2(O6/2t106 ANCHOR SCHEDULE I ANCHOR SCHEDULE EsaN6RtYatr J amm o NOTED CR NW R 5 DIvw= d ALUMINUM ANCHOR FROM 06-537 EXTRUSION SCHED., TYP. She t 3 of 4 �F MAXIMUM ALLOWABLE m w g s MINIMUM STORM PANEL SEPARATION FROM GLASS (IN)* a STORM PANEL SPAN SCHEDULE L POSITIVE MIN. SEPARATION MIN. SEPARATION L NEG. DESIGN N E ACTUAL FROM GLASS FOR FROM GLASS FOR E Lmax. 2 O ( SPAN (L) INSTALLATIONS LESS INSTALLATIONS GREATER 1 LOAD OG' E E LOPSF(W) (FT - INI THAN 30' ABOVE GRADE THAN 30' ABOVE GRADE IPSF) (FT - IN) $� c (INCHES) ONCHES) 30.0 10-8 mm 3-6 3 -1/2 1 -5/76 35.0 10-8 � � p, 9 r o 30.0 8-8 3 -1/2 1 -7/8 40.0 10- 4 ® K� 1 10-8 4-1/4 2 -3/4 45.0 10 - 0 ¢ ai , ?O 3-6 3 -1/2 1 -5/16 48.0 9- 10 ��' N m t 40.0 8- 8 3 -1/2 2 -1 /8 _ 10 - 6 _ 4 -1/4 3 -1/8 3- 6 3 -1/2 1 -5/16 60.0 9- 4 50.0 8- 8 3 -1/2 2 -3/8 620 9- 3 4 -1/4 _ 3 -1/8 65.0 ( 9 - i - - - -- ' ^j 3 -1/2 �i 1 5 /_ 15 67,0 _ 9 - 1 ? j� t, 0 - 6 3 -'/2 . -9 /:6 -- 70.0 t 3 -1 / ¢ a 3- b -� 3 -1/2 1 -5 /16 75.0 8- B x 1 0 4 -1/4 3 90.0 3� 1 -5/16 100.0 6- 7 y 'mac i ^•, 1 -13/16 110.0 5 - 11 _B 1 �a� 8- 2 3 -1/2 2 -5 /8 715.0 5< i ` 5 J o 3-6 3 -1/2 1 -5/16 120. ? 5- 5 n I 90.0 5- 3-1/2 1 -9/16 130.0 5- 0 J B �o 1 7- 3 3 -1/2 2 -3/16 140.0 4- 8 a 3- 6 1 -5/16 150.0 4-4 O j 100 > 6- 7 3 -1/2 2 160.0 4-1 0 .0 3- 6 3 -t/2 1 -5/16 170.0 3- 10 ° 110'0 S- 11 1 3 -1/2 1 -3/4 180.0 3- 7 190. 3 - 5 } * SEE TABLES 1 & 2 NOTE NUMBER 3 V KIfE7•CV(Ct1 a 200.0 3-3 I� �• � ntx�le wluati m 0 TABLES 1 & 2 NOTES ¢ 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE $ MAX. PANEL SPAN /Lmaxl. POSITIVE LOAOS LESS THAN OR j EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. g 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE c a:St USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE > $fix MIN. SEPARATION FROM GLASS. O ` i FWOBEUCC REVL;FJ} �° i Ewa xg�m o s LBs fiati8e d: kettle:sO:e Nu 7. •O (� aam $x ' imk o 1? 12/06/2006 � jar AS N�OTED Bivffi!oa - l�J 06 537 Daft a sheet 4 of 4 ry M1AM1� Ar* MIAMI -DADS COUNTY, FLORIDA ►�i iliil METRO-DADE 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 NOTICE OF ACCEPTANCE (NOA) ww w.buildingeodeonline.com PGT Industries 1070 Technology Drive, Nokomis, FL 34275 Scom 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 (AHD). 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' nb4i ner, the manufacturer will incur the expense of such testing and the AHI 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 tbe.requirements of the applicable building code. This products approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites -- Non Impact APPROVAL DOCUMENT:* Drawing No.11005.2, titled "Outswing Non -Impct French door(s) & Sidelite(s)", sheets lthrough 11 of 11, prepared by manufacturer, dated 02/28/07 and last revised on July 11, 2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance dumber and approval dale by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: None; Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitation: 1. Full.length reinforcements are required for OX, X0, XXO, OXX, OXO and OXXO. The lower design pressure from table 1 or table 2 shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: - Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed 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 consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P. E. NOA No. 07.0309.09 Expiration Date: August 02, 2012 Approval Date: August 02, 2007 Page 1 i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -2, titled "Outswing Non - Impact French door(s) & Sidelite(s) ", sheets Ithrough l I of 11, prepared by manufacturer, dated 02/28/07 and last revised on July 11, 2007, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Forced Entry Test, per FBC 24113.2.1(b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). F'17,4969, dated September 09, 2006, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 03 -02 -07 and last revised on 06108107, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTMS - 1300 -02 D. QUALI'T'Y ASSURANCE I. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL-CERMICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03 -02-07, signed by Robert L: Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTBER I. Test proposal dated Jan.17, 2007 approved by BCCO. Ishaq 1. Chanda, P.E. Product Control Examiner NOA No. 07- 0309.09 Expiration Date: August 02, 2012 Approval Date: August 02, 2007 E -1 NOTES:.OUTSWING NON- IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 93 1. GLAZING OPTIONS: f h A. 3116' TEMPERED GLASS > B. 5/$" I.G. GLASS EXTERIOR INTERIOR S CONSISTING OF (2) LITES OF 3/16* TEMPERED GLASS WITH AN AIR SPACE BETWEEN. 30 JJJ vv ✓ "" 2. DESIGN PRESSURES: (TABLES 1 AND 2, SHEET 1 AND TABLES 1A AND 2A, SHEET 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. ® EXTERIOR B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -D2. 3. CONFIGURATIONS: X, {3, XX XO. XXO, OXX, OXO, AND !OXXO. jt� GR 75 4. ANCHORAGE: THE 33113 %STRESS INCREASE 09 BEEN USED IN THE DESIGN OF THIS PRODUCT. 94 NOM FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE NOA DRAWING MAP REQUIREMENTS OF THE FBC, CURRENT EDITION. 5. SHUTTERS ARE REQUIRED WHERE IMPACT RESISTANCE REQUIRED. SHUTTERS MUST BE MIAMI -DADE TOPIC SHEET COUNTY APPROVED FOR INSTALLATION IN MIAMI -DADE COUNTY. 3(96" TEMPERED GLASS - *-{ I-+-- GENERAL NOTES............ 1 6. SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. CONFIGURATIONS........... 1.2 7. REFERENCES: TEST REPORT FTL -4964, E CO TEXTRON NOA: 040721.01.03-0225.05, /� � GLAZING OPTION GLAZING DETAILS ........... 1 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL DESIGN PRESSURES...... 1 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA ALT. DESIGN PRESSURES. 2 BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). ELEVATIONS .................... 3 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR'CONNECTION VERT. SECTIONS ............. 4 A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. HORIZ. SECTIONS........... 5 B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL g3 PARTS LIST ...................... 6 DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1 AND2. ONLY REFER TO TABLES 1A AND 2A, SHEET 2 EXTRUSIONS ................... 6,7 FOR DOOR TO SIDE LITE CONNECTIONS WH ICH DO NO'C REQUIRE ITEM 22 REINFORCEMENT. ANCHORAGE ................ 8-11 10. SINGLE DOORS 33 618° WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64118" WIDE OR OVER COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS EXTERIOR 1� MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. Approval as complying with tke TABLE 1. DESIGN PRESSURES: OUTSWING DOORS'` 76 NOM (SEE NO E 9A AND 9B ABOVE FOR OX,XO,XXo OXX,OXO & OXXO) A m - oade Prgd 6-1 4 i DOOR DOOR HEIGHT U WIDTH 6 - 79 314" 7 - 83 314" 87 314" 91 314" 8 - 95 314,• 3/16" TEMPERED GLAS5 AIRSPACE X e 261!2" +75.0 -112.1 +75.0 -105. +75.0 -100 +75.0 -95.2 +75.01-90.7 3116" TEMPERED GLASS X 271/2" +75.0 -105. +75.0 -99.0 +75.0 -93.7 +73.0 -89.0 +75.0 -84.7 5M" NOM. X 29112" +75.0 -98.9 +75.0 -93.2 +75.0 -88.2 +75.0 -83.7 +75.0 79.6 518° I.G GLAZING OPTION X 2 311 +75.0 -93.7 +75.0 -88.3 +75.0 -83.4 +75.0 -79.1 +75.0 -75.2 X 2 33112" +75.0 -82.3 +75.0 -82.3 + +7+5.01-75.1 +71.3 71.3 TABLE 2. DESIGN PRESSURES: SIDE LITE (SEE NOTE 9A & 9B ABOVE X 35112" +72.9 72.9 +72.9 -72.9 +72.9 1 -72.9 +71.6 -71.61+68.0 -88.0 SIDE LITE SIDE LITE HEIGHT X 3 37112" +65.0 - 65.0 +65.0 -65.0 +65.0 -65.0 +65.0 1 -65.0 +65.0 -85.0 WIDTH 8 - 79 314" 7 - 83 314" 87 314" 91314 8 - 95 314" XX 4 4731r +75.0 -112.1 +75.0 -105.8 +75.0 -100 +76.01-95.2 +75.0 -90.7 10 3!14" +75.0 -150. +75.01-150.0 +76.0 -150. +75.0 -150. +75.0 -150. XX 51314" +75.0 -105. +75.0 -99.0 +75.0 -93.7 +75.0 -8.9.0 +75,0 -84.7 12 314" +75.0 -150. +75.01-150.0 +75.0 -150. +75.0 -150.0 +75.0 -150.0 XX 55 314" +75.0 -98.91+75.01-932 +75.0 -88.2 +75.0 -83.7 +75.0 -79.6 19 ". +75.0 -138.5 +75.0 -131.0 +75.0 -124.3 +75.0 -118.3 +76.0 -112. XX 5 59 314" +75.0 -93.7 +75.0 -88.3 +75.0 -83A +7,5.0 -79.1 +75.0 -752 21314- +75.0 -123.4 +75.0 -116. +75.0 -110.5 +75.0 -105.11+75.0 -100.1 XX 5 63 314" +75.0 482.3 +75.0 -82.3 +75.0 -79.3 +76.0 -76.1 +71.3 71.3 27.314" +76.0 -101.11+76.0 -95.3 +75.0 -90.2 +75:0 -85.5 +76.0 -81.3 Vj 67 314" +72.9 -72.9 +72.9 -7Z9 -71.61+68.0 -68.0 3611$" +57.3 -67.31+67.3 -67.3 +67.3 -67.3 +67.3 -67.3 6' 71314" +65.0 -8.5.0 +65.0 -65.0 +65.0 -85.0 +e5.0 -65.0 +65.0 -85.d 36 31 #" +85.0 -65.0 +65A -65.0 +65.0 j -85.0 +85.0 -65.d I +65.0 I -65.0 aon rre �nraeiesia2a axrr alonrAr trom.�zwaner 1=7r0hW0L0GVDRn� NO7r�S, DESIGN FxFfESSURFS�r C3LAZINGI)ETA/LS F a m7 s u�r+ tE i2 ADOt31A63B7Te Del MWOMl� FL J4276 d xx w A . c i s " r r PSF xoito `Fi s�+r�e ALUM. I�RE At?4R A SIDELM, NON - IMPACT Pic 1/15107 J-t 228/07 X 1 a 1! 1f0U5 -2 B so-ucturat Moll TABLE 1A. DESIGN PRESSURES: OUTSWING DOORS TABLE 2A. DESIGN PRESSURES: SIDE LITE O SIDE LITE SIDE LITE HEIGHT Z DOOR DOOR HEIGHT WIDTH e -79 314" 7' - 83 314" 87314 1 91 3i4" 8 - 95 314" U WIDTH S - 79 314" 7 - 83 3/4" 87 314" 91314" 8 96 31.4" 10 314" +80.0 -720.0 +60A -118.1 +80.0 -112.4 +60.0 -ifl7. +60.0 -102.4 X 2 25112" +60.0 -16 -57.0 +54.01-54.0 +51.31-51.3 ±48.8 -48.8 .12 314" +60.0 A06.41+60.0 -100.9 +60.0 -95.9 +60.0 -91.4 +60.0. -87.3 X 271/2" +56.5 -56.5 +53.3 -53.3 +50.5 -50.5 +47.9 -47.9 +45.6 -45.6 19" +60.0 -74.6 +60.0 -70.5 +80.0 -6'6.9 +60A -63.7 +80.0 -60.7 X 291/2" +53.3 -63,31+60.2 -50.2 +47.5 -47.6 +45.0 -45.0 +42.8 -42.8 21314 +60.0 -66.4 +60.0 -62.8 +59.5 -59.5 +56.6 -56.6 +53.9 -53.9 X 2 311/2" +50.5 -50,61+47.61-47.5 +44.9 -44. +42.6 -42.6 +40.5 -40.6 27 3t4" +54.4 -54.4 +51.3 -51.3 +4$.5 -4$.5 +46.1 -46.1 +43.8 -43.8 X 2 33112 +44.3 -44.3 +44.3 -44.3 +42.7 -42.7 +4Q.4 -40.4 +38.4 -38:4 36118" +36.2 -36.2 +36.2 -36.2 +36.2 -W.2 +36.2 -36.2 +35.5 -35.5 1 X 1 351/2 -39.31+39.3 -38.3 +39,3 -38.3 +38.6 -38.6 +36.6 -36.6 1 36 314" 1+36.01-35.01+36.0 -35.01+35.01 -35.0 +35.0 -35.0 +35.0 -35.fl X 3" 37112 - 35,01+35.0 - 35.0 +35.0 - 35.0 +35.01 +35.0 - 35.0 XX 4 47 314 +60.0 -60.3 +57.0 -57.0 +54.0 -54.0 +51.31-51.3 +48.8 -48.$ XX 613/4" +56.5 -56.5 +53.3 -53.3 +50.5 - 50.5 +47.9 -47.9 +45.6 -45.6 XX 55 314" +53.3 -53.3 +50.2 -50.2 +47.5 -47.5 +45.0 -45.0 +42.8 -42.8 XX 5' 59 314" +50.5 -50.5 +47.5 -47.5 +44.9 -44.9 +42.6 -42.6 +40.5 -40.5 IFro�', `�'�` XX 63 314" +44.3 -44.3 +44.3 .44.3 +42.7 - 42.1E' +40.4 -40.4 +38.4 -38.4 & �°� �ml �r�rmrctt� t XX 67 314" +39.3 -39.3 +39.3 -39.3 +39.3 -39.3 +38.6 -38.6 * XX SP 713!4" +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 G ~ a, 1, NOTES 1. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION A. THE LOWER DESIGN PRESSURE FROM TABLE 1A. OR 2A. PREVAILS. B. DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1A. AND 2A. DO NOT REQUIRE REINFORCEMENT ITEM 22. 2. POSITIVE DESIGN PRESSURE IS LIMITED TO 60 P.S.F {WATER RESISTANCE 9.0 P.S.F.} FOR DOORS AND SIDE LITES IN TABLES 1A AND 2A. 3. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. _ IM MOHvO OWOMM ALTERNATE DESlG`tN PRESSURES Z ! PA Sam ® NDCt1Aaffi "W aV Er NOKOW, Ft S4M tam w 4-27/Or n S M . mu im�O�a �rsF owRwm�xir aaeoxtazs ALURFRENGHDOORASIDEMES 111DAf�IMPAGT. c�,pE 81 tote tole IQOKOA!l.4, PL 3474 V/s16� �&ttlY!' a.wmex Saab: thsMyRx taw PE 939712 FX VISM .� . 2&W7 FO191 NA 2 - 11 i9Qdr2 B s8uelu w 731/2" MAX. 1091/2" MAX. 143 314" MAX. �— MAX MAX —`� { "^ MAX. . 36 314" 38 314' SEE NOTE 3 - - MAX —SEE NOTE 3 -- --�-*— w I 49 49 @41 49 \ t \ t !/ ® 1 1 953 M AX . 3 � B r JE E [ 1 / E [ JE E � JE \ i AT E t ! ! X O O X O O XACT. i X 1NACT O SEE NOTE 4 OR X© SEE DOTE 4 --� OX© SEE NOTE 4 SEE NOTE 4 OXXO q OX 71 3/4' MAX. SEE NOTE 4 3t4' MAX. � 37112" 25' MAX. 33112" MAX. A MAX DLO (TYP) DLO (IYP.) ACT. f t, 49 49 ,' 41 G 95 314" MAX 1 m+anwd es • t eke JJ� 84 314 s »raan Bulft coae MAX. Date ut., 'Z©v DLO ROM - \ ! (T1' P. ) ftmi bade A+edeetCuutral / X XAtyT. i X INACT O A' A XX 41 B O NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 11. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND S. 3. SIDE LITES OVERLAP W AND 10C DOORS BY 314" WHEN, ASSEMBLED TO MAKE'OXO' AND '0)0(0' CONFIGURATIONS. 4. SEE TABLES 1, 1A, 2, AND 2A ON SHEETS 1 AND 2 FOR APPLICABILITY OF REINFORCEMENT FOR DOOR AND SIDE LITE CONFIGURATIONS. S. CLEAR OPENING FOR W AND 7X DOORS AS FOLLOWS. ('X' DOORS = WIDTH - 5.846) (XX DOOR = DOOR WIDTH/2 - 4.079) A6. SIDE LITE DLO WIDTH = SIDE LITE WIDTH - 3114" SIDE LITE DLO HEIGHT = SIDE LITE HEIGHT -11" Waw ME Abu-- r0a7£rMl0L0er EXAMPLE ELEVATIONS Fx a2sw a 01aWYtMWLrAWNOrE AW$P8 IPYWACr.AtM7rMCr NOIt w Fl. 15;7w. Raw RM*imc cx 2aa 4WYfV as t A AN N p 0 2Pr LOCKLOMMM, a saoaz M V a Tr �.� ALUM. ERENCtI C)UOR & S/l7E UTES, AEON- IMPACT FA 4@M A - .Wl:AtasMAWN*M4AM8L P.O.aOXiffie Sodea amts Bart tkwbpaa as be�rtLCWk,PR.E. Pic � sw ✓r. 7 Norco > r sevr tr btu Better Fvror NTS 8 i t 1100&2 9 s+n�a�ra1 40 � EXTERIOR INTERIOR 10 1 2 60 37 60 ,I II IIII fill 011,', I I CLEAR COLORED SEALANT s y I t I AA I I I I I 62 63 MAX. MAX. MAX MAX. DLO DOOR DLO SIDE 62 HEIGHT LITE HEIGHT SL VIEW G -G 30 61 CORNER ASSEMBLY 12 40 1.489 1 � Mlna,t Dade Frad®« aner� 13 DOOR SECT. A A SIDE LITE (SL) SECT. B -B �H•�. VERTICAL VERTICAL W;Rw ,3,��, EXAMP,~EELE� A77ONS Fic amy a NOd 7HBSNEEr NONOW.FL3M v eftwor Mir rmw aimTh st�Fnn�t earoncLe At UM. FRENCH DAR & SIDE'iITES, NON IMPACT L P FA U17A77 A AOfl82LP1BG1rlOSd. R0.90J(1628 ert Clark, E we aaFC NOKO&U8, A 84V4 VW* B aWtaabat taux awt trwaeatw PE x`39712 Fvro 4 19 z B FJG t 7 J.L 1 ��t 19005- /raE+0 ?/�/OT SWWural 4 49 MAX.'XX' WIDTH ° o a FLNACT. ACTWE MAX I MAX. DLO -" V'xx' SE C-C OL 35 36 34 HORIZ, 46 45 5 32 MAX. X WIDTH 20 ° INTERIOR LIL E] � J�proverl ns wmr�s'� ° FYoBaasnKltagcak NOA � Mimi Dade @rodnci Cant 46 21 DLO _� 'X' SECT. D-'C3 D hIORIZ. EXTERIOR �2 67' SPACING SAME AS }�--- -MAX SL WIDTH JAMB ANCHOR SPACING I (SEE SHEETS 8,9 AND 10) MAX. 9L WIdTH � 62 �s ACTIVE NOTE: ` O 3l4' �-r I FULL LENGTH REINFORCEMENT � 22 APPLICABLE TO DOOR AND SIDE DLO 66 62 SUDOOR SECT. E -E 1 AND 2. SHEET I 1.. N LfEM 22 It NOT SL SECT. F-F HORIZ F ROM W I T H TAB S I A A N D C OM B I NA TIONS SHEE T 2. HORIZ. STAND-ALONE FROM TABL ES 1 AN D 2, SHEET ( STANDALONE ) fmw NM= • ,on 7FOHNOL&WOMW VERTICAL SECTIONS FA 82M B NO IM&NMr NOMM. a 342 � �� Tf - FX 4WW A 1 NO rr06f2AAWnBN 4 9AW49 a 928 P.8gx1 ALUM F RENCH DOOR dt SIDE LtTES,NONAIPACT Robert L.Claer 94. NOKOMIS FL 94274 TTw'Bfj Bet[ar �" roP1 ° 80° °"'sxO' R - PE IrW12 F.X VlaW JJ 2128/07 FD101 15 11 11WS -2 8 s natural I EM DW(3# PGT# DESCRIPTION ITEMIDWO # PGT# DESCRIPTION 1 943B 60411 FRAME HEAD 60 920D 6920D SIDELITE HEADER , 2 1010 SQ300 WSTP.,O -LON .190 X.375 HIGH 61 9210 6921 SIDELITE SILL 3 7p 0 67070K BULB WEATHERSTRIP .187 X.300 HIGH 6 9186 60381 SIDELITE JAMB 4 955 70WX E'LUSHBOLTSTRIKEPLATE 63 1155 781PQA #8 X1.000 QUAD PN. SMS 5 938 7938X 2 PT. LOCK STRIK PLATE 64 998 7998 HEAD GASKETS (STOCKING #70998) 6 956 7WM FRAME: HEAD STRIKEPLATE'BACKING PLATE 65 999 7m SILL GASKETS STOCKING #70999) 7. 7632X12FPXP *8-32 X.500 PH. FL MS - S.S; W /SLICONE PATCH 66 934A 61641M SIDELTE JAMB ADAPTER 8 995 70995 GASKE f (BETW NTHRESR5LD& FRAME JAMB) 67 #12 SHEET METAL SCREW 9 996 70986 GASKET (BETWEEN HEAD &!FRAME JAMB ) 70 712663K SETTIING BLOCK, 3132" X 114" X 1" W/PSA 10 952A 6533016 FILLER HW ADAPTER 79 71287K SETTING BLOCK, 1116" X 1/2" X 1" W /PSA 11 11000 611p00M OUTSWING THRESHOLD 74 989 6989 BEAD, 3116" 12 1670 1671670 WSTP, .350 RD FOAM FILL T LOT (AMSBURY#32011) 75` 4046 " 644842 BEAD, 3/16" (FOR GRILL KIT) 13 11004A 1611004M OUTSWING THRESHOLD CHANNEL COVER 4057 64057 BEAD, 518" IG 14 11001A 1411Q01A ACETAL SPACER..066 (INHOY2E INJECTION MOLDED) 9, 988 84986 BEAD, SIDE LITE INTERIOR 15 11002A 1411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 93 1224 BTP247 BULB, THICK USED IN ALL EXTRUDED BEAD) 16 11003A 411003A ACETAL SPAC .140 (INHOUSE INJECTION MOLDED) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 20 9150 60380 FRAME JAMB OUTSWING) 100 GLASS, 3118" TEMPERED 21 1010 0300 WSTP.,Q -LON .190 X.375 HIGH 101 GLASS, 518" LG., 3/16" TEMPERED, AIRSPACE, 3116" TEMPERED 2r 6608 66608M 1X2 - 3!4X650 TUBE MULL 6061-T5 102 _ I10 - 06A — T 4 _ 1 I — 06A JACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 23 1141) 78X112PSATS #8 X 1.540 PH SQ A T/S 103 OFF -THE SHELF DEAD BOLT LOCK 24 1048 71048 JAMB SCREW COVER CAP 25 930 141721N STRIKE PLATE INSERT 26 1118 71OXWFA #10 X.750 PH. FL SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH a �� 910D 6910 DOOR RIM TOP & BOT. RAIL $ 31 911E 6911 DOOR RIM PANEL SIDE RAIL (OUTSWING) 32 917 7FRM0 HINGE ASSY. (917 -ID) � t 114[am[ Mdo Paget Cakhd 33 1178 71058FP W,B #10 X.625 PH. FL SMS J1 }-- 34 913A 160378M TRUSS CLAMP rl 360 35 1130 6TRODA 5116-18 THREADED ROD 055— •—{I -. —� 36 990 7990NUTA 6/16 -18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL OUTSWING THRESHOLD 38 7834FPT #8 X.75 PH. FL TEK CHANNEL COVER 39 997 70997 GASKET (BETWEEN PANEL HEADISILL & PANEL STILES) 6063 -T6 40 1023 67924G WSTP., .187 X.250 HIGH, FIN$EAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1146 76X12FPAW #6 X.500 PH FL SMS TYPE B 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 9836 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 9846 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) r- 2.760 —* 1 46 1213 6Q200K WSTP.,Q -LON .190 X.200 HIGH 1 47 929 74USLOK LOCK SUPPORT ASSY. 41707 & 41708) 1000 48 1139 7634F #6X.760 PH. FL. SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE . 650 .125 51 930 41721 STRIKE PL INSERT (INACTN PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE REINFORCEMENT 53 1118 171OX34PFA 1#10 X.750 PH FL SMS 6063 - T5 54 1957 17096TX JHANDLE STRIKE PLATE 55 1 1118 710)04PFA 1#10 X.750 PH FL SMS nowfir r » fox 7 oLOGYMW PARTS LIST & MISC. EXTRUSIONS B A;W MW 10 0 W jW7AW WAMMPAN9. MY'f0 MW 4. . 1VOIf6M FL 94275 7m F 4l?TA» A REV(BEAt?6MBOREI / tLaT TOb P.OBCjxis� ALUM FREMCHDOOR &SWLI7ES, NOMMAPACT RowI CWk.P.E opowfir Dofa: fYOKO W FL 34274 Wvibjy $eWr ert�,AmesE eaa,c mwpx" A"e PE 539712 RK 19W J.J. ?m;, FpiSf 112 6 + 11 110052 B 9tnrzfurai 1.750 1.760 1.750 1150 1.480 .050 ' •u20 I .250 +I 37 WEATHER STRIP CHANNEL .082 .062 3.0� .050 6063 -T5 4.Q00 .0$2 4.100 .062 4.100 4.100 4.675 4.675 .0.375 DOOR FRAME 2.125 .125 ZQ JAMB DOOR PANEL DOOR PANEL $� � 3{1 SO & BOTTOM RAIL �� 6 W3-T5 S RAIL � DOOR PANEL DOOR PANEL INTERIOR ASTRAGAL EXTERIOR ASTRAGAL HINGE 6063 -T5 6063 -T5 6063 -T5 1.6002{ 688 { -.690 3.655 3.111 � 725 .T50 � .805 �-*�- � � • - `.383 I I f 050 .883 .050 683 1.40 .050 T-- 050 dk(epmved a arewptpins wstd i� TRUSS CLAMP 3t1$* GLAZING BEAD 6/8* GLAZING BEAD twtdmsC� FILLER HEAD ADAPTER 3$ 6063 -T5 74 60$ &TS 7 � 6083 -T5 3 ,�o 6063 -T6 - 3 Mismi Dadr Product ,, Coutrol .100 - r - 3.000 1.479 62 SL JAMB 6063 -T6 1. 272 1.479 830 .050 5.459 .075 5.212 FRAME HEAD 6.085 6083 -T6 .075 4.586 .75Q 2.980 .050 --�- .079 1.489 .050 .489 1 �fl 3.000 - -►+ 3.100- ----►� SL JAMS OUTSWING THRESHOLD SL HEADER SL SILL 6B ADAPTER 6063 -T$ 6083 -T6 60$3 -T6 6063-T8 -' .. fOfOTEdLfMd}'ORJVE EXTRUSION PROFILES FA BMW 8 AOD�OW OMWO � NOKOAM,R3WV M. J1 2/28/07 Po. fay ALUM FRENCH DOOR di SIDELMES, NON- )A�PACT � 010"t, P , £ , Pic 4WA7 A LWMTE+Otl WW TOD0Wff+D� 0W ?1?Iw7 soot* �.e aa+oxe. afiem NfL94274 I�is17fd9 Aeuei FDfOf Z 7 ?? ?1>2 8 sUUaWta1 F K , I HEAD HEAD ZONE" � �ZO HEAD E"D" —ZO " I �ZO ZONE �ZONE"D " E E °1 O X O O XX O O O O XO OR OX N N N N g N N N N w*1 k Date t4 t4e Mhwt pane Product Ceat SILL SILL ZONE C"� �ZdNE"D "�ZONEE'17 ZONE " �ZONE"D °�ZOE"E" SEE TABLE 3., SHT. 9 } J TABLE 4., SHT. 9 �y SEE TABLE 5., S 9 SEE TABLE S., SHT. 10 } HEAD � t—ZONE" �Z I 1 ZONED °�ZONE"F' I ,ZONE- I ZONE t ZONE"F°�ZONE P ZONE I E E "E "E" E N OXO N N ( MO OR OXX > p N OXXO o N N m m W tg4o emg( pgQp -ZONE -{-- SILL --f ZONE- SILL �� SILL —} ZONE -} } -ZONE SILL ^„� SILL ZONE ZONE 'F" ZONE D" ZONE "F° ZONE °F" ZONE °F" "E" SEE TABLE 7., SHT. 10 SEE TABLE 7., SHT. 10 "E° E. SEE TABLE 7., SHT 10 NOTES: 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.1/4" ELOO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS {3" MIN. O.C. FOR CONCRETE}: SEE EXAMPLE OXXO ANCHOR LAYOUT ON SHEET 10. JAMBS (ALL) 131/4" MAX. FROM CORNERS AND 231/8° MAX. O.C. HEAD & SILL.OF DOORS 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 71W MAX. O.C. HEAD & SILL OF SIDE LITES S" MAX. FROM CORNERS AND 24 314° MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEETS 9 AND 10. to ANCHORAGE CONFIGURi4T70NS f� C7 it?7aTEIXWOLt7QYQR/f+E tear - F.iC a fifl A719Ri '�CIYANCNORT.Ohffi'FFiOAd�Tt�9Y NQKOAt� 89(27& AK y271D7 A MAMPLE'A7CHMAY0 rM. YOAVM2 P.O, lALUM . LRpLC H l700R &SIDES S,1VON- !A$PA�CT G UAW M NRKOAfE3 6.947/4 j7j aettea' PE 12 F.K 1/16107 JU 2!29/07 FDltil NTS 9 a 11 1IM-2 B studund TABLE 3. X ANCHOR TYPE & SUBSTRATE DOOR WIDTHS 'X' - 25.500 TO 37.50(} DOORS TABLE 4. XX ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "W - 47.750 TO 71.750 DOORS (AL . O X_ DOOR OF X0 & OX TABLE & O ANCHOR TYPE & SUBSTRATE WIDTHS "o" - 10.750 TO 36.750 SI DE LIT APPROVED ANCHOR TYPES GLASS TYPES A AND B GLASS TYPES A AND 8 GLASS TYPES A AND B 1. 1!4" ELCO TAPCONS 2. 114 "'ELCO 884 CRETE -FLEX MASONRY ANCHORS 3. #12 STEEL SCREWS (G6) Bk S cde N o Miami Dade P Divi� g3 A� aN�r Q x 2,3, WOOD U h " K LOAD f, r 1 °a f- x m I 1,2, ZONES ` x CONCRETE aii " x J r e 9 ta ►<-, x m 2,3, WOOD 0 1 td w D to ;� LOAD _ F� N iu ; I 1,2 ZONES °� CONCRETE rd ' y , I " r t a J � J 00 " � 2,3, WOOD m a LOAD rA W o 1 1,2, CONCRETE ZONES 0 y 0 WIDTH x Hr WIDTH x HT WIDTH x HT. 211500 x 79.750 83.750 87.750 91.750 95.750 7 2 10 4' 2 5 47.750 x 79.7501 83.760 87.750 91.750 95.750 8 5 8 4 3 5 10.750 x 79.750 83.750 87.750 91.750 95.750 4 2 4 2 7 2 10 4 2 5 6 4 7 4 3 6 5 2 4 2 7 2 10 4 2 6 6 4 7 4 3 5 5 2 4 2 7 2 9 4 2 5 6 4 7 4 3 5 5 2 4 2 l+9revedaa� 7 2 9 4 2 6 6 4 7 4 3 5 5 2 4 2 27.500 x 79.700 83.750 87.750 91.760 95.760 7 2 10 4 2 5 51.750 x 79.750 83.750 87.760 91.760 95.750 8 5 8 4 3 5 12.75D x 79.750 83.750 87.750 91.750 95.760 5 2 4 - 27 - 7 2 10 4 2 6 6 5 8 4 3 5 5 2 4 2 7 2 10 1 4 2 6 6 4 7 4 3 5 6 2 4 2 7 2 10 4 2 S 8 4 7 4 3 6 6 2 4 2 7 2 10 4 2 5 6 4 7 4 3 5 6 2 4 2 29.500 x 79.750 83.750 87.750 91.750 95.760 7 3 10 4 3 5 65.750 x 79.760 83.750 87.760 91.750 95.760 6 5 8 4 3 5 19.000 x 79.750 83.750 87.750 91.750 00.750 6 2 4 2 7 3 10 4 3 5 6 5 8 4 1 3 5 8 2 4 2 7 3 10 4 3 5 6 5 8 4 3 5 1 6 2 4 2 7 3 10 4 3 5 6 5 8 4 3 6 6 2 4 2 7 3 10 4 3 5 6 4 7 4 3 5 6 2 4 2 31.500 x 79.750 83.760 87.750 91.760 911760 7 3 10 4 3 5 59.75D x 79.750 83.760 87.750 91.760 96.750 6 5 8 4 3 5 21.750 x 79.750 83.750 87.760 91.750 95.7W 6 2 4 2 7 3 10 4 3 5 6 5 8 4 3 6 6 2 4 2 7 3 10 4 3 6 8 5 8 4 3 5 8 2 4 2 7 3 10 4 3 5 6 5 8 4 3 b 8 2 4 2 7 3 10 1 4 3 1 5 6 5 8 4 3 5 6 2 4 2 33.500 x 79.750 83.750 87.760 91.760 95.750 6 3 $ 4 3 5 63.750 x 79.750 83.760 87.750 91.760 95.760 6 6 8 4 3 5 27.760 x 79.750 83.750 87.750 91.750 95.750 6 2 4 2 6 3 8 4 3 6 6 5 8 4 3 5 6 2 4 2 7 3 10 4 3 5 6 5 8 4. 3 5 6 2 4 2 7 3 10 4 3 6 6 5 8 4 3 5 6 2 4 2 7 3 10 4 3 5 6 5 8 4 3 5 6 2 4 2 35.500 x 79.750 83.760 87.760 91.750 95.750 6 3 8 1 4 3 b 67.750 x 79.750 83.750 87.700 91.750 96.760 5 5 8 4 3 3 36.125 x 79.750 83750 87.750 91.750 95.750 5 3 4 3 6 3 8 1 4 3 6 6� 5 8 4 3 6 6 3 4 3 6 3 8 4 3 5 6 6 8 4 3 5 6 3 4 3 6 3 8 4 3 5 6 5 8 4 3 5 6 3 4 1 3 6 3 8 4 3 1 5 8 1 5 1 8 4 3 5 6 3 4 3 37.500 x 79.750 83.750 8'7.750 91.750 95 760 5 _3 8 4 3 3 71.750 x 79.750 83.750 87.750 91.750 96.7$0 5 6 8 4 3 3 36.760 x 79.750 8&7501 87.750 91.750 9&7Wl 5 3 4 3 .7 tC PE 2 saextwi 6 3 8 4 3 3 5 5 8 4 3 5 3 4 3 8 3 8 4 3 5 6 6 8 4 3 5 6 3 4 3 8 3 8 4 3 6 '. 8 5 8 4 3 b 8 1 3 4 3 8 3 8 4 3 6 $ 1 5 8 4 3 5 6 1 3 1 4 3 . tm�Ho"ec NtaYOn NOLCpM/B, FL 34274 pppy� A NCHOR QTY. PER LOAD ZONE TABLES A 4 & 5 F. sum a v mv�LEe srn 1LrTarAVESFt1RXOAl fOX ALUM. FRENCH D" & SMEUTES, NON ACT F4 *V/P A AbD EA. ZlWTV TABLET P' MWATEALL TABLEBL +'TOpPliH�18101'L iksen FJC oroc� .1116 t t BAR 2&07 Yut61y getLe�. a ---- - M01 8mle NA sere 9 + 11 S..W" 116195-2 cars B c TABLE S. XO & OX DOORS TABLE 7.OXp, XXO, OXX & OXXO DOORS APPROVED ANCHOR TYPES ANCHOR TYPE GLASS TYPES A AND B ANCHOR TYPE GLASS TYPES A AND B 1. 114" ELCO TAPCONS '& SUBSTRATE 2.3, WOOD 1,$ CONCRETE & SUBSTRATE 2,3, WOO I 1,4 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES 3. #12 STEEL SCREWS (G5) (16) ANCHORS REQUIRED AT HEAD AND SILL FOR CONCRETE T - 25'500 "x - 25.600 INSTALLATION. ALL DIMENSIONS ARE MAX. EXCEPT 3" MIN. TO 37.500 ;+� a w i� TO 37.600 ON- CENTER APPLIES TO CONCRETE INSTALLATIONS. A (3) =16 Q HD. y y ¢ ')W -47.750 TO 71750 v1 o m d . m o o m m o n m q S L R a a 0 x Q LITE ' r 4 T WIDTH x HT p o x x a 0 X. a x WIDTH x HT. O 0 �Z 0 O K 231/8 . . m� 10.750 x 79.750 4 3 4 2 10.750 x 79.750 4 3 4 2 1- OXXO <�C 83.750 S 3 4 2 83.750 S 3 4 2 95 3/4 S U 87.750 5 3 4 2 87.750 5 3 4 2 91.750 5 3 4 2 91.750 5 3 G 4 2 95.750 5 3 .4 2 95.750 5 3 q � G 4 2 111�� 12.750 x 79.760 5 3 � 4 2 4 12.750 x 79.750 5 3 X 4 2 � 131/4 83.750 5 3 A 2 83.750 5 3 t�yj 4 2 w 20 "+- 9 143 314 +� -20 718 �24 3/4 87.750 6 3 g 4 2 87.750 6 3 i5- 4 2 t\ 91.750 6 3 � 4 3 91.750 8 3 9 4 3 U 95.750 6 3 4 3 95.760 s 3 4 3 (3) (5) 5 3= 18 @ SILL 19.000 x 79.750 8 3 D 4 3 19.000 x 79.750 6 3 4 3 EXAMPLE LARGEST 63.7 8 3 4 3 83.760 6 3 4 3 OXXO ANCHORAGE 87.750 8 3 O 4 3 m 87.750 6 3 N 4 3 91.750 6 3 w 4 3 o 91.760 6 3 {z 4 3 A. 36 3/4" x 953/4" SIDE LITE Q' ANCHORS FROM TABLE 7 EA. 95.750 8 3 m 4 3 ru 9&750 6 3 4 3 JAMB "B", AND EA. HEAD AND 21.750 x 79.750 6 3 = 4 3 �s y y 21.750 x 79.750 8 3 0 4 3 o SILL "E" ZONE PLUS' U . 83.750 6 3 4 3 If 83.760 6 3 to 4 3 m B. 71 3/4"x 95 314" XX DOOR ANCHORS FROM TABLE 4, 87.750 6 3 4 3 87.750 6 3 � 4 3 a ® SHT. 9 AT EACH "F" ZONE 91.750 8 3 43 4 3 tM 91.750 6 3 to 4 3 95.760 8 3 4 3 95.750 8 3 li 4 3 -i SEE ENCIRCLED VALUES, SHTS. 27.760 x 79.760 8 3 4 3 F 27.750 x 79.750 6 3 94 4 3 9 AND 10. 83.750 6 3 M � 4 3 � 83.750 8 3 4 3 SOLUTION: 87.750 s 3 4 3 R 87.750 s 3 F a 4 3 r TOTALS (4) ANCHORS EA. JAMB 91.750 8 3 w 4 3 w to 91.760 8 3 4 3 AND 3+5 +5 +3 = (16) ANCHORS AT EACH EAD AND SILL. 96.760 6 3 4 3 t 95.750 8 3 U. 4 3 a 36.126 x 79.750 5 3 4 3 36.125 x 79.750 5 3 w 4 3 w 83.750 6 3 0 4 3 m 83.750 6 3 4 3 87.760 6 3 4 3 87.750 6 3 4 3 91.760 6 3 4 3 91.760 6 3 tC 4 3 95.760 6 3 1 4 3 w 96.750 6 3 0 4 3 m� 38.750 x 79.750 5 3 4 3 36.750x79.750 b 3 4 3 4 OZ 300 a _ $3.750 5 3 4 3 83 760 b 3 4 3iemi Dade F 87.750 8 3 4 3 87.750 B 3 4 3 91.750 6 3 4 3 91.750 6 3 4 3 95.750 8 3 4 3 95.760 6 3 4 3 aereu txm" �ewnz =vT oGY � ANCHOR QTY. PER LOAD ZONE TABLES 6 & 7 `! 0 Ax faw 8 SM CHAN/i£7C0'pR ZO'1{EADZAA4EFROM C"TO"D: EXAMS NOKOMIEJ FL tMs AOt�rAWZCWOP TASW77. LFEKTa:AU.rAeu�sa�mvAxty ALUM. FRENCH SI'DE LITES, NOl1�MAA FA 4o7 A AW o;WANCNORt4Yma: aa.eoxI= z „� ,�4 L P.E. D-W Fie 1/18!07 J.J. 2128107 NoxoMr� Ft 3 W 4 Ytslbty Better FW01 NA 10 � 11 11005 B �d rw 2X WOOD 1 314" 1 314" 1314' 3.4 KSI MIN. CONI [ E.6 E.6_ 2X WOOD .�l 3.4 KSI MIN. CONC. I 314" MIN. E.D. BUCK, NOTE 2 SUCK, NOTE 2 IX WOOD BUCK� NOTE 2 47'. NOTE I 1X WOOD NOTE I Buck, NOTE 2 NOTE I NOTE I T' 1/4' MAX 1/4* MAX 1/4* MAX SHIM SHIM 114" MAX. SHIM 'SHIM WOOD CONIC. WOOD A CONC. ANCHOR ANCHOR, ANCHOR, ANCHOR E NOTE 1 NOTE I % NOTE I NOTE I • DO OR HEAD (WOOD) DOOR HEAD (CONC) -A- 1/4" -MAX SHIM NOTE I 114" MAX' N . OTE I SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) SHIM 11V MAX. SHIM IW*MAX SHIM NOTE I 3/4" MIN. E.D. NOTE I CONC- 314' ANCHOR MIN. E.D. W OOD CONC NOTE 1 *mmw- ANCHOR ANCHOR . :. i •'•' ON ON WOOD 1.6 KSI MIN. CMU OR STAGGERED STAGGERED 3.4 KS1 MIN. CONC. ANCHOR CENTERS NO CENTERS, :J - R c RS. 1 3f4* MIN. ED. NOTE I - " �' 31V' MIN. E .D. . NOTE I TEI 2X WOOD 1X WOOD BUCK, 1 2X WOOD J BUCK, NOTE 2 NOTE .6 KSI MIN. CMU OR BUCK, NOTE 2 1 3.4 KSI MIN. CONIC. IXWOODSUCKNOTE2 DOORJAMB(WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) r ANCHOR NOTE I CONIC. ANCHOR Code - WOOD ANCHOR, NOTE I NOTE I Aft 4 -rig 2vo7 GONG. ANCHOR NOTE I lXWOOD NOAO - NOTE 3 BUCK NOTE 2 Niand Dade pi-.-e" . .W 6 ""itta a r Vol _= v 1t4" MAX La 414"MAX W MAX SHIM 1 SHIM —114 MAX. SHIM NOTE 1 NOTE I NOTE I jj f 3.4 KSI MIN. NO 3A KSI MIN. CONC. 9 X WOOD SUCK NOTE 2 CONC. 2X WOOD BUCK NOTE 2 1-- 13147 DOOR SILL (WOOD) DOOR SILL (CONC) MIN. L.D. SIDE LITE SILL (WOOD) MIN. E.D. NOTES: SIDE LITE SILL (CONC) 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADS COUNTY USE ONLY MIAMI-DADE COUNTY APPROVED ELCo 1/4"TAPOONs EMBEDDED I 31W MIN. OR 114" SS4 CRETE-FLEX EMBEDDED J 314 MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 314'. FOR WOOD INSTALLATIONS USE #12 SCREWS OR ELCO 114!'SS4 CRETE-FLEX ANCHORS EMBEDDED I *8" MIN. 2. WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1. 1/2"TH)OK. Ix WOOD SUCKS ARE OPTIONAL IF UNIT Is INSTALLED DIRECTLY TO SOLID CONCRETE- WOOD Bucks DEPICTED AS 2x ARE 1 lir THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, ISION-SHRINK, NON - METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED By THE AUTHORITY HAVING JURISDICTION. lm7aZ=oayDmw MCHORAGE DETAILS 9- F.9 Amw WCNSHAO ammr a ac _x 4ow A UPVA?ESVEUT&W_W?*D0UJXEH0U.0W. p.awxlm ALUM. FRENCH DOOR A SIDE MES, NON ACT YLC P.E. AO=M FL SW4 Visibly Bett PEOW12 AfTS 11 11006-2 a suueuw AK 111=7