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SHUTTERS
Dat Type Insp'n Permit No. Name Address Company Phone # /r4 m gS3 — O Inspection Date 1 /2 lOY Approved ❑ Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request /trevA-- rwQIY r —41 —.‘?? ' • 'uCU" • • ••••••• 3474397 2L37 9,54 • , 7 • • : . , PRQDUCT CONTRO1, NOTICE OF ACCEPTANCE Ocean Shutters Manufacturing, Inc. 01)0N.E, 11th Avenue Fort Lauderdale ,FL 33334 • fortll'obove, ACCEPTANCF: NO.: 060$14,14 r.xvIRES: p047/74)04 AMMON/En: 09/21/20P1 . .. • VI NI, ,In.• • • ... • - ••• • • FICK CHAFNAcK ,itA1414,4: PinfrifiN31PA • : ; • :• illajmurs4„,T„yERs71; Att • . TrIP . L_ 111 PA. •■••••••••••••■•■•■••■•••........••••• 001)1714901 VAN 004 37140 c:0STtiAclint Lici:Nstsc sEcatos , �O) 7.2J21 cAx oub17$4$0 C:OgnoCroit ENFORCENIE,ST 1)1VI4MS : -• 01+,016N-,7,; • ....- . . . • . . Your application for Notice orACeoptance qsroM•ot "0041 Light" 0.030" (min.) CnIvn1zodStceI Storni Panels Shutter under Chapter 8 of the Cod; or Mlarni-Pnde County goycraing the use of Alternate Matorials and Typos of Co and completely dei hrcIn, h been rd rrtrncncicd lor OcoptetiCeiy the Mtn-Dad County Building Code Compliance Ofilce tinder the conditlans 'Specified heroin. • ••• • thii not be valid after . the akpiratioei date stated belOw *BCC° reserves the right to secure (his product or material at any time front A jobsite or mAatt4eturer's pin for...quality control tosting, Oils product or material fails to perform in the approved Manaer, acco may revoke, modify, or suspend the use of,such product or materiel immediately. BCcO•icieryCi the right to revohc this Approvals if it is determined by BCCO that this product or material fails to meet tho requirements of the 1 he • • • • • • • • 1Y:• • • " • • • . . . axponsa of such tasting wit( bc incurred by 01; ippm.tracturcr, . . . .• • Raul 13.pelityrf. .ChioRrott4c(CantrotiPtviiiiiin• This application for Product ApprOval bas bccn r,,',isii1qw0t by (kb 3CCO and approvo4 by the Code and Product Revicw Committee to bc used in Mlami•Dade c.ottniy, Florida under Ow conditions set - • rr(0010 fe . InikD ntlikiltig Cock Compliance 011icc , . . •• •••.. • • . ....... • .. . . - - • am from 954 927 4376 RJM BUILDERS PAGE 03 teceivEd Apr-27 997 20: 37 70:5 9 page 3 06!27/1997 20:54- 927 -4376 RICK CHARNACK Oce Sltttttcrs Ntnnuficturin Inc. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS he Renewal of this Acceptance (approval) shall be considered o f t o a renew documen has t o ` o t t d and di ht original submitted documents, including test- support b (8) years. � An and all approved products shall be permanently h C�trol tl A hc ma cl' n t r as specie, city, y stnt n i i the Y. y following statement: "Miami -Dade County Product specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a . There has been a cl+nnge in thc South Floridn code changes. ngCode affecting the evnluntion of this product and the product is not in compliance wit! thc, c. If t e product Acceptance ptance is no loger he same t com plie t d t with t nil the the rr this neeeptnnee, including the c, If the Ace hlde P correct installation of the product. d. The engineer, who originally prepared sged settled thc required documentation initially su bmitted, is no longer practicing the engineering profession, 4. Any lly n revision or change in the materials, use, and/or ma n o r ct ri r l o t he pro du ha s r pr s st n t l o mat i c the be cause for term ination of this Acceptance, unless prior Pp filing ofn revision application with n ro riatc fcc) and gunned by this ofi ice. 5. Any of the following shall nlso be grounds for removal of this Acccptnnee: a Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as nn cndorse+itent of any product, for sales, ndvcrtisinb or any other purposes. The Notice of Acceptance number preceded by the `v rds Mi I mi. D atl y portion ty of the F lo r id, n of Acceptance the is G, expiration date may be displayed in ntivcrlising, I+ e displayed, then it shall be done in its entirety. shall be 1 A copy of this Acceptance a manufacturer or or its distributors s nitd shall be where it inspection applies, nt the job site provided to the user by the nta at nlI times. The engineer needs not resent the copies. S Failure to comply with nny section of this Acceptance shill be cause for termination and removal of Acccptancc. 9, This Notice of Acceptance consists of pages I, 2 and this Inst page 3. EN1) OF T1I(S ACCEPTANCE 3 ACCEPTANCE i`IO.: 01-051 6.141 ' APPROVE() t 09/27/200 EXPIRES 09/21/2006 1.1clnty A. akar; P.G, - Product Control CNntrincr Product Control Division 2.00" 2.00 4l l I, -.625' 04/04/02 12:37 0.031" STEEL ® STORM PANEL SCALE: " =1' -0" LO I / 'LOCATION :625" = .030" MIN. j1,313:1, J. 6.00" COVERAGE 8.50" 0.031" STEEL ® HALF STORM PANEL' 2 SCALE: 3" = 1' - 0" GENERAL NOTES: THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM DESIGNED AND TESTED IN ACCORDANCE WITH THE PROVISION OF HIGH VELOCITY HURRICANE ZONES (HVHZ) OF THE FLORIDA BUILDING CODE 2001. THIS SHUTTER SYSTEM HAS BEEN SUCCESSFULLY TESTED FOR LARGE MISSILE IMPACT, CYCLIC LOAD AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH MIAMI -DADE PA 201, 202 AND 203. FOR SITE SPECIFIC JOBS OUTSIDE THE STATE OF FLORIDA THE POSITIVE AND NEGATIVE DESIGN LOAD CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE GOVERNING CODE AND WIND VELOCITY TO DETERMINE THE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS. FOR SITE SPECIFIC JOBS WITHIN THE STATE OF FLORIDA THE POSITIVE AND NEGATIVE DESIGN LOAD CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ", USING A DIRECTIONALITY FACTOR Kd =1.0 AND THE FLORIDA BUILDING CODE GOVERNING WIND VELOCITY TO DETERMINE THE DESIGN'LOAD TO USE WHEN REFERENCING THESE DOCUMENTS. A 4/3 ALLOWABLE STRESS INCREASE HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. THESE APPROVAL DOCUMENTS ARE PREPARED BY THE PRODUCT ENGINEER AND ARE GENERIC. THEY DO NOT INCLUDE INFORMATION PREPARED FOR A SPECIFIC SITE. THESE APPROVAL DOCUMENTS ARE NOT VALID FOR PERMIT WITHOUT ORIGINAL SIGNATURE, DATE & EMBOSSED SEAL ON EACH PERMIT COPY. THIS ORIGINAL SIGNATURE AND SEAL REQUIREMENT IS APPLICABLE WHETHER OR NOT A MASTER APPROVAL DOCUMENT 15 ON FILE WITH A MUNICIPALITY OR OTHER GOVERNING ENTITY. THESE PRODUCT EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THE EXISTING STRUCTURE IS CAPABLE OF SUPPORTING THE LOADS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED. WHERE THE CONTRACTOR OR THE BUILDING OFFICIAL REQUIRES DOCUMENTS FOR SITE SPECIFIC APPLICATION, THESE DOCUMENTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT FOR SAID APPLICATION. o . WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, SITE o: SPECIFIC DOCUMENTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER w OR ARCHITECT. IF THE DEVIATING SITE SPECIFIC DOCUMENTS ARE PREPARED BY A Li- DELEGATED FLORIDA REGISTERED ENGINEER OR ARCHITECT, SAID DOCUMENTS SHALL BEAR THE DATE, SIGNATURE, AND ORIGINAL SEAL OF THE DELEGATED ENGINEER OR ARCHITECT. ALL ENGINEERED SITE SPECIFIC PRODUCT DOCUMENTS SHALL BE X SUBMITTED TO THE MIAMI -DADE COUNTY BUILDING CODE COMPLIANCE OFFICE; PRODUCT CONTROL DIVISION FOR REVIEW AND APPROVAL. E J 10. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: OCEAN SHUTTER MFG. CO., INC. FT. LAUDEROALE , FLORIDA MIAMI - DADE COUNTY PRODUCT CONTROL APPROVED 11. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (C.T.C.), MIAMI, FLORIDA TEST REPORT NO. 01 -004. 12. STORM PANELS SHALL BE 0.031" THICK CONFORMING TO A.S.T.M. A653, SQ, GRADE 80 WITH Fy = 93,110 GALVANIZED COATING. ALL ALUM. EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N.. 13. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 14. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. E 0 � �� .45Q" 5" TYP. .090" x'.060 1.00" MIN. L700�, .► 5.00" MAX. , 2.00" 6a SLIDE TRACK (FINISH) ®ANGLE ®STUD ANGLE SCALE : HALF SIZE SCALE: 3" = 1' - 0" SCALE: 3 = 1' - 0" .080 .865 - (ZAMAC 3 ALLOY) O WASHERED WINGNUT 1 1 SCALE : HALF SIZE WIOTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) TYPICAL SECTIONS � J LU< J H m <o F. N 1E 0 JI I 00 LLI () PANEL ELEVATION A SCALE: 1/4" = 1' - 0" EMBED. .966" X .375" r.250" 2.00" :750•" I.D. .630" O.D. .090" N .168' .050" .250" .375" 1/4 -20 STUD 328' - {--��x 1" 0 12" O.0 @ 12"' .C. STUDDED STRAP 1 ` , (SLIDER, USE WITH 6 OR 6a) SCALE : HALF SIZE PLAN VIEW � I .990 .520" .313" 0 FASTENER ( 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & @ 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 3" MA O TRAP MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" Gam 4125 YP. 1.656 "1 1/4 -20 S.S. BOLT 8. BOLT & WINGNUT @ 24" 0.C. (TYP. .036" MIN. THICKNESS GALV. STEEL BENT PLATE OR 2" x 2" x .125" 6063 -76 ALUM. ANGLE MAY BE AT TOP & BOTTOM .625" 0 EXISTING CONCRETE HOLLOW BLOCK OR ALUM. ANGLE WOOD FRAMING. CLOSURE PIECE 1" x 2" x 0,125" MIN. TO 2" x 5" x 0.125" MAX. 1/4" MAX. 1/4" MAX. 677' .107 "'� .197" .081 " -L .377 MAX. .260" •.107" .081" .080" PRE - STUCCO O "h" HEADER O "U" HEADER (C-TRACK R- C -TRACK (FINISH) ® SLIDE TRACK SCALE: 3" = 1' - 0" SCALE: 3" = 1' - 0" SCALE : HALF SIZE SCALE : HALF SIZE SCALE : HALF SIZE 1/4 -20 STUD 365" x3/4 " @12 "O.C, r'.320' r .749 MAX. .188" .290" 648" .090' MIN. TYP. 13 BF -TRACK SCALE: 3" = 1' - 0 EXITING WINDOW 90° OR GREATER 1" OVERLAP .650 .090" TYP. 677" ( K SCALE: 3" = 1' - 0" .060" 1.292" 0.09" THICK KEYHOLE WASHER (OPTIONAL) 14 SCALE : HALF SIZE ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. MAX. B O CORNER-CLOSURE DETAIL EXISTING CONCRETE, / SCALE: 1 -1/2" = 1' - 0" HOLLOW BLOCK OR WOOD FRAMING. O BUILD -OUT MOUNT 33L l URE` DETAIL SCALE: 1 -1/2" = 1' - 0"\ Ov EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 4' 1/4" O WALL MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" MAX. Ln 966 .750" I.D. 5601' .630" O. wt -- .090" o r 1 1 1 .168" .45... 0 r .260" .090" .1 3.38" MAX. .090" .179 - (TYP 465 ".1655" 317" BUILD -OUT F -TRACK SCALE : HALF SIZE .600 0 • FASTENER (nl 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & (al 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) LJ N W N ~ < 0 -o 0 N ce < V W ~.� N N W Z z o Y V 0 VJ. KNE PROFESS+O R Lice,° o: dare 01-/ 0 /01 I scaie � drawn by AS MOTE®) AV [design by OB (checked b j l VJK Braving no. 00 -394 1 sheet 1 of 5 J VJ. KNEZ PROFESSIO EER 10983 04/ 0/01 j sheet 5 of 5 04/04/02 12:39 w co = Z) F- ~ N U X Lr W t- (1') Am/ mirevm MMEIVMi ©ii //.ei©wa 0 0 FASTENER MAXIMUM SPACING ANCHOR TYPE 3/16"0 ITV/ BUILDEX PHILLIPS FLAT HEAD OR SLOTTED HEX TAPCON W/ 1 -1/ MIN EMBED. USE WIT 21. j ONLY 711M►uunmunWimin-- 1/4 "o ITW BUILDEX TAPCON W/ 1 -1/4" MIN. EMBEDMENT 1/ 4_ ELCO MAXISET TAPCON W/ 1 -1/4" MIN. EMBEDMENT _ MIlaltu nunaunnnn. 1/4"0 ELCO TAPCON W/ 1 -1/4" MIN. EMBEDMENT 1/4 "0 POWERS 2AMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT S 1/4 -20 STAINLESS STEEL MACHINE SCREW uumu 111MIMmnmmn. 1/4 "o ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT 3. 1/4 -20 MACHINE SCREW WITH NUT ANCHOR SCHEDULE (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD (W) P.S.F. M SE NOTE 1) 48.0 62.0 72.0 92.0 200.0 48.0 6 2.0 72.0 8 8 7 7 92.0 200.0 48.0 62.0 '72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 4 8.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 10 8 7 5 3 12 12 9 12 12 11 12 11 8 6 5 5 12 12 12 11 7 12 12 12 11 7 12 12 10 8 5 12 12 12 11 7 12 12 12 12 10 SPANS UP TO 5' -6" (SEE NOTE 1) 12 12 12 11 7 12 12 12 11 7 12 12 10 8 5 12 12 12 11 7 12 12 12 12 10 MIN. 2" EDGE DISTANCE 7 6 12 11 5 4 3 12 10 9 7 4 12 10 9 7 4 10 7 6 5 10 8 6 5 3 12 10 9 7 4 12 12 12 6 12 12 12 6 12 12 10 4 0 12 12 12 6 12 12 12 9 5 5 5 5 12 10 7 7 12 10 8 7 7 10 7 6 5 5 12 10 9 7 7 12 12 12 10 10 SPANS UP TO SPANS UP TO 8' -8" 12' -0" (SEE NOTE 1) (SEE NOTE 1) CONNECTION CONNECTION (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C1 C2 C3 C4 10 10 12 10 8 12 10 8 7 7 10 7 6 5 5 12 10 9 7 12 12 12 10 10 7 6 10 7 4 4 5 . 4 5 3 5 3 5 8 9 6 7 5 7 4 7 4 / 7 8 9 6 7 5 7 4 7 4 7 6 7 5 5 4 5 3 5 3 5 6 9 5 7 4 7 3 7 3 B 12 12 6 7 11 5 5 10 4 3 10 4 3 10 9 7 7 7 7 9 7 7 7 7 7 5 5 5 5 9 7 7 12 11 10 10 10 7 4 3 5 5 5 5 3 3 3 3 6 4 4 4 4 6 4 4 4 4 4 3 3 3 3 4 3 3 3 3 6 4 4 4 6 3 3 3 3 SEE PAGE 4 FOR COMPLETE ANCHOR NOTES. TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO • DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. TABLE 1 NOTE:' 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL LENGTH. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. FOR DESIGN LOADS BETWEEN TABULATED VALUES. NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. HOLLOW CONCRETE BLOCK MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE DESIGN SPAN COLUMN 1 I LOAD (P.S.F.) (FT - IN) 30 11 - 10 35 11 - 5 40 11 - 0 45 10 - 9 50 10 - 5 55 10 - 2 60 10 - 0 62 9 - 11 65 9 - 9 70 9 - 6 72 9 - 2 75 8 - 10 80 8 - 3 . 90 8 - 0 100 7 - 8 110 7 - 1 120 6 - 6 130 6 - 0 140 5 - 6 150 5 - 2 160 4 - 10 170 4 - 7 180 4 - 4 190 4 - 1 200 3 - 10 210 3 - 8 220 3 - 6 230 3 -_...4 VJ. KNEZ PROFESSIO EER 10983 04/ 0/01 j sheet 5 of 5 04/04/02 12:39 w co = Z) F- ~ N U X Lr W t- (1') Am/ mirevm MMEIVMi ©ii //.ei©wa 0 0 FASTENER MAXIMUM SPACING ANCHOR TYPE 3/16"0 ITV/ BUILDEX PHILLIPS FLAT HEAD OR SLOTTED HEX TAPCON W/ 1 -1/ MIN EMBED. USE WIT 21. j ONLY 711M►uunmunWimin-- 1/4 "o ITW BUILDEX TAPCON W/ 1 -1/4" MIN. EMBEDMENT 1/ 4_ ELCO MAXISET TAPCON W/ 1 -1/4" MIN. EMBEDMENT _ MIlaltu nunaunnnn. 1/4"0 ELCO TAPCON W/ 1 -1/4" MIN. EMBEDMENT 1/4 "0 POWERS 2AMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT S 1/4 -20 STAINLESS STEEL MACHINE SCREW uumu 111MIMmnmmn. 1/4 "o ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT 3. 1/4 -20 MACHINE SCREW WITH NUT ANCHOR SCHEDULE (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD (W) P.S.F. M SE NOTE 1) 48.0 62.0 72.0 92.0 200.0 48.0 6 2.0 72.0 8 8 7 7 92.0 200.0 48.0 62.0 '72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 4 8.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 10 8 7 5 3 12 12 9 12 12 11 12 11 8 6 5 5 12 12 12 11 7 12 12 12 11 7 12 12 10 8 5 12 12 12 11 7 12 12 12 12 10 SPANS UP TO 5' -6" (SEE NOTE 1) 12 12 12 11 7 12 12 12 11 7 12 12 10 8 5 12 12 12 11 7 12 12 12 12 10 MIN. 2" EDGE DISTANCE 7 6 12 11 5 4 3 12 10 9 7 4 12 10 9 7 4 10 7 6 5 10 8 6 5 3 12 10 9 7 4 12 12 12 6 12 12 12 6 12 12 10 4 0 12 12 12 6 12 12 12 9 5 5 5 5 12 10 7 7 12 10 8 7 7 10 7 6 5 5 12 10 9 7 7 12 12 12 10 10 SPANS UP TO SPANS UP TO 8' -8" 12' -0" (SEE NOTE 1) (SEE NOTE 1) CONNECTION CONNECTION (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C1 C2 C3 C4 10 10 12 10 8 12 10 8 7 7 10 7 6 5 5 12 10 9 7 12 12 12 10 10 7 6 10 7 4 4 5 . 4 5 3 5 3 5 8 9 6 7 5 7 4 7 4 / 7 8 9 6 7 5 7 4 7 4 7 6 7 5 5 4 5 3 5 3 5 6 9 5 7 4 7 3 7 3 B 12 12 6 7 11 5 5 10 4 3 10 4 3 10 9 7 7 7 7 9 7 7 7 7 7 5 5 5 5 9 7 7 12 11 10 10 10 7 4 3 5 5 5 5 3 3 3 3 6 4 4 4 4 6 4 4 4 4 4 3 3 3 3 4 3 3 3 3 6 4 4 4 6 3 3 3 3 SEE PAGE 4 FOR COMPLETE ANCHOR NOTES. TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO • DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. TABLE 1 NOTE:' 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL LENGTH. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. FOR DESIGN LOADS BETWEEN TABULATED VALUES. NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. HOLLOW CONCRETE BLOCK MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.F.) ACTUAL SPAN (L) (FT - IN) COLUMN 1 COLUMN 2 MIN. SEP. FOR ALL INSTALLATIONS EQUAL TO OR LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 6' -0" 3 1 -3/8 8' -8" 3 1 -3/4 11' -10" 3 -1/2 3 40.0 6' -0" 3 • 1 -1/2 8' -8" 3 2 11-0" 3 -1/2 3 50.0 6' -0" 3 1 -1/2 8' -8" 3 2 10' -5" 3 -1/2 3 60.0 6' -0" 3 1 -1/2 8' -8" 3 2 -1/4 10' -0" 3 -1/2 3 70.0 6' -0" 3 1 -5/8 8' -8" 3 2 -1/2 9' -7" 3 -1/2 3 VJ. KNEZ PROFESSIO EER 10983 04/ 0/01 j sheet 5 of 5 04/04/02 12:39 w co = Z) F- ~ N U X Lr W t- (1') Am/ mirevm MMEIVMi ©ii //.ei©wa 0 0 FASTENER MAXIMUM SPACING ANCHOR TYPE 3/16"0 ITV/ BUILDEX PHILLIPS FLAT HEAD OR SLOTTED HEX TAPCON W/ 1 -1/ MIN EMBED. USE WIT 21. j ONLY 711M►uunmunWimin-- 1/4 "o ITW BUILDEX TAPCON W/ 1 -1/4" MIN. EMBEDMENT 1/ 4_ ELCO MAXISET TAPCON W/ 1 -1/4" MIN. EMBEDMENT _ MIlaltu nunaunnnn. 1/4"0 ELCO TAPCON W/ 1 -1/4" MIN. EMBEDMENT 1/4 "0 POWERS 2AMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT S 1/4 -20 STAINLESS STEEL MACHINE SCREW uumu 111MIMmnmmn. 1/4 "o ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT 3. 1/4 -20 MACHINE SCREW WITH NUT ANCHOR SCHEDULE (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD (W) P.S.F. M SE NOTE 1) 48.0 62.0 72.0 92.0 200.0 48.0 6 2.0 72.0 8 8 7 7 92.0 200.0 48.0 62.0 '72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 4 8.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 10 8 7 5 3 12 12 9 12 12 11 12 11 8 6 5 5 12 12 12 11 7 12 12 12 11 7 12 12 10 8 5 12 12 12 11 7 12 12 12 12 10 SPANS UP TO 5' -6" (SEE NOTE 1) 12 12 12 11 7 12 12 12 11 7 12 12 10 8 5 12 12 12 11 7 12 12 12 12 10 MIN. 2" EDGE DISTANCE 7 6 12 11 5 4 3 12 10 9 7 4 12 10 9 7 4 10 7 6 5 10 8 6 5 3 12 10 9 7 4 12 12 12 6 12 12 12 6 12 12 10 4 0 12 12 12 6 12 12 12 9 5 5 5 5 12 10 7 7 12 10 8 7 7 10 7 6 5 5 12 10 9 7 7 12 12 12 10 10 SPANS UP TO SPANS UP TO 8' -8" 12' -0" (SEE NOTE 1) (SEE NOTE 1) CONNECTION CONNECTION (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C1 C2 C3 C4 10 10 12 10 8 12 10 8 7 7 10 7 6 5 5 12 10 9 7 12 12 12 10 10 7 6 10 7 4 4 5 . 4 5 3 5 3 5 8 9 6 7 5 7 4 7 4 / 7 8 9 6 7 5 7 4 7 4 7 6 7 5 5 4 5 3 5 3 5 6 9 5 7 4 7 3 7 3 B 12 12 6 7 11 5 5 10 4 3 10 4 3 10 9 7 7 7 7 9 7 7 7 7 7 5 5 5 5 9 7 7 12 11 10 10 10 7 4 3 5 5 5 5 3 3 3 3 6 4 4 4 4 6 4 4 4 4 4 3 3 3 3 4 3 3 3 3 6 4 4 4 6 3 3 3 3 SEE PAGE 4 FOR COMPLETE ANCHOR NOTES. TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO • DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. TABLE 1 NOTE:' 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL LENGTH. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. FOR DESIGN LOADS BETWEEN TABULATED VALUES. NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. HOLLOW CONCRETE BLOCK ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REOUIRED FOR VARIOUS DESIGN LOADS AND SPANS • EXISTING STRUCTURE ANCHOR TYPE LOAD p. S P! MAX. NOTE 1 ) MIN. 2" EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (S NOTE 1) CONNECTION TYPE (SEE NOTE C1 C2 C3 3) C4 CONNECTION (SEE C1 TYPE NOTE 3) C2 C3 C4 CC4 CONNECTION TYPE (SEE NOTE 3) C1 C2 CL. CONCRETE 3/16 PHILLIPS OR / SLOTTED USE (MIN. TYPE NOTE C2 C3 C3 48.0 12,W / I 1 -3 / t" / / /�%// / //' ' 62.0 12 �/i��IlfiNNemm "m ITW BUILDEX FLAT HEAD 3/4" M NEMBED HEX TAPCON WITHOb ®ONLY. 3.100 P.S.I. CONCRETE) 72.0 12 r P / i 10 // Ir 10 r/ 92.0 12 �/ 72.0 10 /ii 10 / 200.0 10 i f' / 10 � / 1 0 . f / 5 (MIN. 7 48.0 12 12 12 12 12 12 12 12 12 12 9 10 6 2.0 12 12 12 12 12 12 10 12 12 12 7 5 nimum UtUlUUU um ... 1 /4"m ITW BUILDEX TAPCON W/ 1 - 3/4" MIN. EMBEDMENT 3,100 P.S.I. CONCRETE) 72.0 12 12 12 12 12 • 12 8 8 12 12 6 5 92.0 12 12 10 12 12 12 6 5 12 12 6 5 200.0 12 12 6 5 12 12 6 5 12 12 6. 5 5 12 4 8.0 12 12 12 12 12 12 12 12 12 12 10 9 ' MAXI (MIN. 3,100 1/4" ELCO SET TAPCON MIN. W/ 1 -3/4" " MIN. EMBEDMENT P.S.I. CONCRETE) 62.0 12 12 12 12 12 12 11 11 12 12 8 5 72 0 12 12 12 12 12 12 9 7 12 12 7 5 92.0 12 12 12 12 12 12 7 5 12 12 7 5 200.0 12 12 7 5 12 12 7 5 12 12 7 5 3 1 -3/4" (MIN. . �1111R11\hU\1l1nRR\w" 1/4"0 ELCO . TAPCON W/ MIN. EMBEDMENT 3,000 P.S.I. CONCRETE) 48.0 12 12 12 12 12 12 12 12 12 12 10 9 6 2.0 12 12 12 12 12 12 11 11 12 12 8 5 72.0 12 12 12 12 12 12 9 7 12 12 7 5 92.0 12 12 12 12 12 12 7 5 12 12 7 5 200.0 12 12 7 5 12 12 7 5 12 12 7 5 48.0 12 12 12 12 12 12 8 12 11 11 6 5 Q 0 1 J 6 2.0 12 12 10 12 12 12 6 6 8 8 4 r / 1/4-o5 ZAMAC NAIL - IN W/ 1 - 1/8" MIN. EMBEDMENT (MIN. 3,000 P.S.I. CONCRETE) 72.0 12 12 9 12 10 10 5 4 8 8 4 92.0 12 12 7 7 8 8 4 8 8 C / 200.0 8 8 4 8 8 4 // 8 8 4 /// 'k $ CALK SCREW CONCRETE) ! I -IN 48.0 12 12 12 12 12 12 11 12 12 12 8 10 6 2.0 12 12 12 12 12 12 8 12 12 12 6 5 1/4"o POWERS W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE (MIN, 3,000 P.S.I. 72.0 12 12 11 12 12 12 '7 8 12 12 5 5 92 0 12 12 .9 12 12 12 5 5 12 12 5 5 200.0 12 12 5 5 12 12 5 5 12 12 5 5 ek MWA WAWMA MW- ' ` I " "' ° ' ° " " 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -3/4 MIN. EMBEDMENT E. 1/4 - 20 MACHINE SCREW WITH NUT (MIN. 3,300 P.S.I. CONCRETE) 48.0 12 12 12 12 12 12 12 12 12 12 10 10 6 2.0 12 12 12 12 12 12 10 12 12 12 7 72.0 12 12 12 12 12 12 9 8 12 12 7 92.0 12 12 11 12 12 12 7 5 12 12 7 200.0 12 12 7 5 12 12 7 5 12 12 7 FASTENER ANCHOR SCHEDULE LOADS AND SPANS MAX. SPACING (IN.) RECTO FOR VARIOUS DESIGN EXISTING STRUCTURE I - • ANCHOR TYPE LOAD (W) P.S.F. MAX. NOTE 1 ) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 8 ' -8 " (SEE NOTE 1) SPANS UP TO 12 -0 (SEE NOTE 1) CONNECTION (SEE C1 TYPE NOTE C2 C3 3) C4 CONNECTION TYPE (SEE NOTE 3) C3 C4 C1 C2 C3 CONNECTION (SEE C1 TYPE NOTE C2 C3 C3 3) C4 000M '�nuaunuuwuuuu 3/16"0 1310G WOOD 1-1/2" PENETRATION PARALLEL USE 1 -3 / t" 4 8.0 12 i C4 �I /, /// 10 i ii 10 7 /// ii iii ii iii 12 5 i 10 X °� � PHILLIPS OR SCREW W/ SHEA OR PERP. TO WIT 0 5 & ONLY. 6 2.0 12 F 72.0 12 ingri 7 92.0 11 warmor Aro 7 200.0 7 'aAI� %ra0 7 1 - 3/4" I 48.0 12 12 11 12 12 12 7 12 12 62.0 12 12 9 12 12 12 5 12 12 12 4 5 72.0 12 '12 7 12 12 12 5 8 12 12 3 5 1/4-co x MIN. 2-1/2" LONG LAG SCREW W/ MIN. 1 -3/4" EMBEDMENT PERPENDICULAR OR PARALLEL TO WOOD GRAIN 92.0 12 12 6 12 12 12 3 5 12 12 3 5 200.0 12 12 3 5 12 12 3 5 12 12 3 5 EfEMEDDICCUCCi 48.0 12 12 12 12 12 12 12 12 12 12 9 11 6 2.0 12 12 12 12 12 12 10 12 12 12 7 6 1 /4 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -7/8 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT 72.0 12 12 12 12 12 12 8 9 12 12 6 6 92.0 12 12 10 12 12 12 6 6 12 12 6 6 200.0 12 12 6 6 12 12 6 6 12 12 6 6 '`` I 7/ 5/8" W/ 5/8" b 1/4 STEEL 48.0 12 12 12 10 10 10 7 7 j 3 11„�1l„ \ \\ 62.0 12 12 % 12 8 8 % 5 5 5 a � 4 Fa 72.0 11 11 11 7 7 5 M N BUSHING MIN. . EMBEDMENT -20 STAINLESS MACHINE SCREW 92.0 8 . 8 4 5 5 �' S 4� 5 200.0 5 5 ii� 5 � � i l/I 5 5 04/04/02 12:38 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAO GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. EMBEDMENT OF LAG SCREW SHALL ONLY INCLUDE THE THREADED PORTION AS DESIGNATED IN THE 'ANCHOR SCHEDULE. 6. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" 0 =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) AND WITH NEOPHRENE WASHER FOR DIRECT MOUNT CONDITIONS, U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10.E DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. <0 e 1/413 dare 04/10/011 Ise ale ` AS NOTED design by OS [drawn by 1 AV cne Eked Cyj VJKJ drawing ne. l 00 -394 sheet 4 of 5 COPYRIGHT 2002 KNEZEVICH ASSOCIATES, INC BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): County Escrow Fee $1 $ Value of Work For this Permit .. Code Enforcement $ Miami Shores Village Building Department Plumbing Mechanical Roofing r f �, � j X / A Phone # 'S ; —3' C 7 4/ -7 3 C. Owner's Address ? �" X r � /` -7 -/ = City 4/h,i'�. °� �� /j`�`e✓t% State Xe. Zip / Building Electrical Owner's Name (Fee Simple Titleholder) /� i J'3 � Tenant/Lessee Name Phone # Job Address (where the work is being done) ` ` � City Miami Shores Village County Miami -Da Zip Is Building Historically Designated YES NO Contractor's Company Name /1 '� t Phone # 7 Contract ' l'd /ti dress L C % / Ltc is > ::' ' ,r t = " 7 � . Cit 'A . i f / 2 i . , State .- Zip Qualifier , °- �t w 7 a' • � ..-/ Ob t Architect/Engineer's Name (if applicable) � 5 /1 ` ' , - Phone # `- 5 - Architect/Engineet's Address /e. 2 . 7'( / City / / " l,4 4 - /I (' State Zip Number of Bays Stories Families Bedrooms Baths Type of Work: ❑Addition ]Alteration ew ❑ Repair/Replace ❑ Demolition Describe Work: / � `� ` I f— ! -; C ' - C / / / c z Education/Training Fee $ Tech $ Bond $ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 (305) 795.2204 xi (305) 756.8972 Permit No. 1 /) / C / ` � Master Permit No. Square Footage Of Work: ** * * * * * ** * ** * ** ** * ** ** * * ** **F * * *** * *** *fir ** * ** * ** *fir *** * * * *** Permit Fee $ 0 Notary $ (J Scanning $ Radon $ Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ � 0 t/ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address 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 be 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. Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: chc7l7 /03 APPLICATION APPROVED BY: day ontractor The fore�oin& instrument was acknowledged before me this 2 who is personally known to me or who has producedF � and who did take an oath. 1.I NOTARY ' :C: P My Commission Expires: `" My Commission Expires: r********************** ****************************************************** * * * * * * * ** * ** * * * * * * * * * * * * * * *• * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. *•*********** s�****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SEP - 4 2003 by Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 9/4/2003 Applicant: MICHAEL Owner: MEYER JOB ADDRESS: 969 Contractor RJM BUILDERS Local Phone: Parcel # 1132060060031 Fees: FEE2003 -5329 FEE2003 -5330 NE 92 Description Building Permit Application Fee Notary Fee Total Fees: Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2003 -1449 MEYER MICHAEL ST Contractor's Address: 1859 N PINE ISLAND RD STE 113 Legal Description: GOLDEN GATE PARK AMD PB 7 - 54 LOT 3 LOT SIZE 50.000 X 140 OR 18936 - 0487 Amount $60.00 $5.00 $65.00 Permit Status: APPROVED Permit Expiration: 3/2/2004 Construction Value: $2,499.00 Work: SHUTTERS FOR WINDOWS Page 1 of 1 Total Fees: _$ .V } 1135' Total Receipts: � b0 0 `ate,. o c4 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 responisibility for all work done by either myself, my agent, servants or employes. BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 9/4/2003 Applicant: MICHAEL Owner: MEYER JOB ADDRESS: 969 Contractor RJM BUILDERS Local Phone: Parcel # 1132060060031 NE 92 Fees: FEE2003 -5329 FEE2003 -5330 Description Building Permit Application Fee Notary Fee Total Fees: Amount $60.00 $5.00 $65.00 Total Fees: $V.00 4 Total Receipts: 0`. 6) Permit Status: APPROVED Permit Expiration: 3/2/2004 Construction Value: $2,499.00 Work: SHUTTERS FOR WINDOWS Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2003 -1449 MEYER MICHAEL ST Page 1 of 1 Contractor's Address: 1859 N PINE ISLAND RD STE 113 Legal Description: GOLDEN GATE PARK AMD PB 7 -54 LOT 3 LOT SIZE 50.000 X 140 OR 18936 -0487 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 responisibility for all work done by either myself, my agent, servants or employes. BY: 113r Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 9/4/2003 Applicant: MICHAEL Owner: MEYER JOB ADDRESS: 969 Contractor RJM BUILDERS Local Phone: Parcel # 1132060060031 Contractor's Address: 1859 N PINE ISLAND RD STE 113 Legal Description: GOLDEN GATE PARK AMD PB 7 -54 LOT 3 LOT SIZE 50.000 X 140 OR 18936 -0487 1133 Signed: NE 92 Fees: FEE2003 -5329 FEE2003 -5330 Description Building Permit Application Fee Notary Fee Total Fees: Amount $60.00 $5.00 $65.00 Total Fees: $ : gg (3,414 Total Rec 'pts � $0.00 Permit Status: APPROVED Permit Expiration: 3/2/2004 Construction Value: $2,499.00 Work: SHUTTERS FOR WINDOWS (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2003 -1449 MEYER MICHAEL ST BY: Page 1 of 1 r 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 responisibility for all work done by either myself, my agent, servants or employes. DADE THD -18006 JELWWEN® WINDOWS & DOORS HURRICANE DOOR SYSTEMS SISTEMA PARR PUERTAS HURACAPIES Contains Acceptance No. 02- 1022.14 Expires 12/02/2007 Contains Acceptance No. 02- 1211.10 Expires 07/17/2008 Contains Acceptance No. 02- 1211.18 Expires 08/15/2007 For a complete listing of JELD -WEN Hurricane Door Systems Visit our website at www.jeld- wenresearch.com Notice of Acceptance and Approvat/InstaUation Drawings Save for Builder and Inspector SB 3 -03 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMi -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 JeId -Wen, Inc. 31725 Highway 97 North. Chiloquin, OR 97624 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 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: Series ,Ield -Wen®O Steel W/E Outswing Opaque Insulated Steel Doors APPROVAL DOCUMENT: Drawing No. DC9921, titled "Outswing Opaque insulated Steel Double Door in Wood Frame ", sheets 1 through G of 6, prepared by R.W. Consulting, inc., dated 9/25/00 with revision No: .1 dated 10/14/02, 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 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 tiled 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 he 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. (f any portion of the NOA is displayed, then it shall he 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 he available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA 4 00- 1003.04 and consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02- 1022.14 Expiration Date: December 02, 2007 Approval Date: December 19, 2002 Page I TABLE OF CONTENTS SIIEEF If DESCRIPTION - 1 COMMON (GENERAL NOTES TYPICAL ELEVATION) 2 _ ! 3 DOUBLE 6'8 WOOD FRAME (ANCHORS ELEVATION) _ _DOUBLE WOOD FRAME (ANCHORS ELEVATION) 4 _13 DOUBLE DOOR HORIZONTAL CROSS SECTIONS 5 DOUBLE DOOR VERT. CROSS SECTIONS (BILL OF MATERIALS) 6 COMMON (DOOR MODELS LOCK DETAILS) \ / \ r. __ / 1 r O / I 0 , \f TABLE OF CONTENTS SIIEEF If DESCRIPTION - 1 COMMON (GENERAL NOTES TYPICAL ELEVATION) 2 _ ! 3 DOUBLE 6'8 WOOD FRAME (ANCHORS ELEVATION) _ _DOUBLE WOOD FRAME (ANCHORS ELEVATION) 4 _13 DOUBLE DOOR HORIZONTAL CROSS SECTIONS 5 DOUBLE DOOR VERT. CROSS SECTIONS (BILL OF MATERIALS) 6 COMMON (DOOR MODELS LOCK DETAILS) \ / / / / \ \ TABLE OF CONTENTS SIIEEF If DESCRIPTION - 1 COMMON (GENERAL NOTES TYPICAL ELEVATION) 2 _ ! 3 DOUBLE 6'8 WOOD FRAME (ANCHORS ELEVATION) _ _DOUBLE WOOD FRAME (ANCHORS ELEVATION) 4 _13 DOUBLE DOOR HORIZONTAL CROSS SECTIONS 5 DOUBLE DOOR VERT. CROSS SECTIONS (BILL OF MATERIALS) 6 COMMON (DOOR MODELS LOCK DETAILS) JELD -WENC STEEL - OUTSWING OPAQUE DOUBLE DOOR WOOD EDGE INSULATED STEEL DO( 'WITH WOOD FRAMES • GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AS SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT REOUIREO. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: - FOR 6'0" WOOD FRAMES; SEE TABLE THIS SHEET - FOR B'0 WOOD FRAMES: SEE TABLE THIS SHEET 6. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN. OUTSWING INSULATED STEEL DOOR (Common to all frame conditions) DQQLLaol Conslructon Face sheets• 24 go. (0.020') minimum thickness, Colvanized steel A -525 cornmerciol quality - AK00 per ASTM 620 wilh yield strength Fy(min.) =24.600 psi. Core design: Expanded polystyrene with 1.0 lo 1.25 lbs. density. Construction: steel lace sheets glued to expanded polystyrene (EPS), with wood roils and Laminated Veneered Lumber stiles and a wood lock block t \ reinforcement. O.A. MAX. FRAME WIDTH 74 -1/2 6' F IEIGI i 1 (7ESIc RRFF' —; Ll -TL: F ?A II�IO� POSITIVE N COLONIAL 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARIFY OF VIEW) (ERE 'WATER IIIWIL1R /.!I011 WIICRE WATER IIIr(LlRcI.ou REOUIRCMCIII I5 0111)10 17E01110EMU11 IS nut 111E5(1) 48.0 pal -- 51.0 pal n 8.0 Ps( - 't 1 0 pal O.A. MAX. FRAME WIDTH 74 -1/2" 8' -0" HEIGHT A pprn. ed as corn Pll in K w it h Nrr Florida Holding Cndrr - -� Ilalc i_L_.�/ NOM/ blIe,sl Dade Product natlpd Di Ioa J By z 0 0 Z N r ro rn N al N ? 3 0 co a0 z u z r w S O Ln n 2 r'1 U (L IJ J (1)1 5 Lai 0 1 0 O LJ0 52 w 0 - z 3 w 30-. La'51 U W Q r- 1_ D ODO O ( i ) O Z � a 0 0 a w 0 � o >- Z O In CC CONSULTING (813) 684 -3831 001E: 9/25/n-- SCALE: N.T.S. 00C. ay: [311 OW UV: R 000WING NO' I)C 1 SNEE1 1 Or (3 0 TYPicul Oppos■le Jornb 6" 12" MAX 12" MAX. ANCHOR LOCATIONS 6'8 6 PANEL DOOR VIEWED FROM EX FERIOR cz tow,' rOR CLAM1'( OF VIEW) rucu,•1 cGtur:):1”,: or.Io Euiding Cott Albrn I Dade Product COO 01 Di Wan z a 0 tr C`I 0 Lit o —• tr) 0 t7 0M1 9/25/00 SC[ : N ,S DWG. Erf 1111 CHU. RW DRAWING tIO • 1)C99 2' I _ . . tr.t: r 2 t11 Anchors Typical Opposite Jamb 12" MAX. 12" MAX. 12"-- MAX. 6" ANCHOR LOCATIONS MAX. 7 ( A ) L _J r L 8'0" 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) Ail ..... e.I til roonpl)ink %WI the lin, itla Holding .. le INt ), \ /I I Oak ,%.- r • 200 . Mi.„,I i)d. Product Coairal Divi7 "T27./P ag444.7-} cn z W j N co 0 Q. ID z co 0 CONSULTING (813) 684-3831 DATE 9/25/00 "-• SGAlE N I .S DWG DT 1,111 cox. ny: R■jy DHAW11111 1)C0 !I 2 1 socci 3 or 6 1.15 MIN. EMB. - - NOTE: • • (TYP. INSTALLATION IN 0 2X WOOD BUCK) 1 -3/4 INTERIOR 36.0 MAX. WIDTH ACTIVE PANEL 0. A. MAX. FRAME WIDTH 74.5" EXTERIOR 1.. 6'8 AND 8'0 ASTRAGAL #9 X 1" PEH WS MAX. 13" ON CENTER - 36.75" MAX. WIDTH W/ASTRAGAL HORIZONTAL CROSS SECTION ACTIVE PANEL W/ ASTRAGAL Ss • (111/11/71A 1-1/4 MIN. (TYP. INSTALLATION tHRU 2X WOOD BUCK INTO MASONRY) ntolord ascomplsiuz Florida Ou' • Cod • 113dc_D NOAH Miami Dade rtodusl Con, 11 ' 1 Id L,JD •C — )0 fl u- 0 - z 01•1 00 (n. 0 z c. — D. z 0 F- 0 cr 0 u , 0 i n 5 .. - ; 00 co fl m < < 01— 1) c , Z 0 a_ c„,,,suLT,,, (813) 681-3831 _ - — — DAIL 9/25/00 SCALE: N.T.S. DWG BY: 1,11-1 Cain. BY: RW DRAW010 NO.: DC0021 iLL 4 oi 0 0 ■— s 0 0 z z ITEM DESCRIPTION 1 N/A 2 Hinge jamb (1 -1/4" x 4 -1/2" Wood Jamb) — PINE 3 Head jamb ( 1 -1/4" x 4 -1/2" Wood Jamb) — PINE 4 4" x 4' butt hinges 12ga.(.097) C.R. STEEL 5 N/A 6 9 X 1" PFH wood screw (hinge to frame) ^ 7' 1/81 x 3" PF H wood screw 8 10 x 2" PFH wood screw 9 1/4" tapcon (1 -1/4" into masonry) ITW BUILDEX TAPCON NOA 96- 1226.03) or ELCO TAPCON NOA f 97- 0731.15) 10 N/A 11 N/A 12 Bumper threshold (1 -1/4 "x 4 5/8 x 5/8" extruded alum.) 13 Compression weatherstrip Schlegel 0 —Lon ODS 650 14 Extruded Aluminum Astragal (Imperial ]j ANH) 15 #9 x 1" PFH wood screw 16 Face sheet 24go.(.020 thk.min)galv.steel A -525 Fy= 24.600 psi. 17 N/A 18 To Rail (wood 1.67" x 1.042' ) 1 9 Bottom Roil (wood 1.067" x 1.065 ") 20 Side Stile (wood 1.067" x 1.042" laminated veneer lumber) 21 Wood lock reinforcement (1.67" x 2.75" x 4.75 ") 22 Astragal Throw Bolt ( Steel .31" diameter 19.25" long) 23 N/A 24 N/A 25 N/A 26 Astragal Reinforcement Plate — located tom and bottom of Astragal (1.125" wide x 18.0'' long X .060 thick steel Attached with 8 —' 116 x 1" PFH Wood Screw 27 Kwikset titan series lock ) f200 2$ 29 Kwikset titan series deod_b_alt it 600 (r8 X 1 -1/2" PFH WS 30 Masonry wall 31 2x wood buck 32 Expanded Polystyrene (1.0 to 1.25 Ib. Density DYLITE MFG. BY JELD —WEN 33 1/4" max. shim space 34 Wood lock rcinforcerncnt (1.6/" .< 2.75" x 11.875 ") J ' 0 D a 0 0 W 2 w Z X O WOOD OR MASONRY SUBSTRATE (TYPICAL)- 4 -9/16' OR 1.15' min. erlb. //8 PFH WS IN WOOD SUBSTRATE (MI6. 1 . 1 5" E1.IE1 ) TAPCON TYPE ANCHOR FOR MASONR'i i,11E1STPATe (MIN. 1.25' EMI3.) Appm.rvl a• comp]) inq wish II,r IInridn Iluiding (' c I), r C. / NOArl nlinml pnd, l'nKlnriC, Ind Ili y � a / Id 10 0 OM 00 - C J 0 w 0, 0 ? u) LJ u 7� rY 0 0 j Cl_ GL) z u 1�) 0 0 01( (1Y . RW OIlnwnIC. Ila i r CO 1- 0 CONSU1. ZING (113) 684 -3E131 ante. 0/254:20 .:cn)Y.: NI.T.S owc. or TJII - -- OC')'1 7 1 smL s nF 6 m Z 0 10 NOTE: 1. 6'8 DOOR LATCH LOCATED AT 36.0" FROM BOTTOM OF PANEL. 2. 6'8 DOOR DEADBOLT LOCATED AT 41.5" FROM BOTTOM OF PANEL. 3. 8'0 DOOR LATCH LOCATED AT 36.0" FROM BOTTOM OF PANEL. 4. 81;) DOOR DEADBOLT LOCATED AT 48.0" FROM BOTTOM OF PANEL. MAX. PANEL WIDTH 36.0' ❑ a a 1 o 1 o� DOOR MODELS (FLUSH and EMBOSSED) 000 0 000 0 000 0a0 0 0 0 0 0 t'J 0 A ppm%cti as tnm 11D w ith the I M.me Florida btiding (;tK I). le MIAry Al ia n)I Uat Prod (' I 'ortTCU I) n C O'NG. BY: UN CIIK. BY: RW DRAWING NO • DC9021 0 O m D 01C: 9/25/00 sail:: N r.S. CONSULTING (81:5) 684 —.S831 SHUT 6 OF 6 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 31725 Highway 97 North Chlloquin. OR 97624 1 1 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 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: Jeld -Wen "Gladiator" & "Energy Saver" O/S Glazed W/E Residential Ins. Steel Door APPROVAL DOCUMENT: Drawing No. S -2004, titled "Jeld -Wen Steel Outswing Woodedge Door Double and Single Unit ", sheets 1 through 7 of 7, prepared by R.W. Building Consultants Inc, dated 12/01/99 with revision on 11/08/02, 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: None 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 revises and renews NOA # 99- 1007.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime M. Eisen, P.E. NOA No 02- 1211.10 Expiration Date: July 17, 2008 Approval Date: January 23, 2003 Page 1 TABLE OF CONTENTS j /Z SHEET # DESCRIPTION • ELEVATION r 1 COMMON (GENERAL NOTES, TYPICAL 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 1/3, 2/3 & 3/3 4 HORIZONTAL CROSS SECTIONS 1/4, 2/4 & 3/4 5 ANCHORING LOCATIONS 6 ANCHORING LOCATIONS & DOOR MODELS 7 BILL OF MATERIALS & GLAZING DETAILS DESIGN PRESSURE RATING j /Z WHERE REQUIREME T IS NEEDED INFILTRATION POSITIVE + 50.0 PSF NEGATIVE — 46.0 PSF // JELD -WEN® STEEL GLADIATOR and ENERGY SAVER OUTSWING WOODEDGE STEEL DOOR WITH WOOD FRAMES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI —DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. IMPACT . RESISTANT SHUTTERS REQUIRED. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: —SEE DESIGN PRESSURE RATING TABLE SHEET ONE. 6. SIDELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. THIS SYSTEM DOES MEET THE WATER REQUIREMENTS IN MIAMI —DADE COUNTY. RESIDENTIAL INSULATED SIELL DO R Common to all frame conditions) Door 1 eaf Construction. • • 24 ga. (0.021") minimum thickness, 25 ga. 0.0 ") minimum thickness galvanized steel A— 25 commercial quality — AKUQ per ASTM 620 with yield strength Fy(ave.)= 24,600 psi. Core design• Expanded polystyrene with 1.0 to 1.25 lbs. density. • Construction: Steel face sheets glued to expanded polystyrene (EPS), with wood rails qnd laminated veneerd lumber stiles ond a wood Iock block reinforcement. Frame pprlstruckion: The head lambs and side jambs finger Jointed pone measuring 4.5625 x 1.25 . The head and side jambs are mortised, butted and joined using (3) 7/8" x 2" wire staples. The threshold used is an aluminum outswing bumpface measuring 4.625" 1". 74.5 MAX. OVERALL WIDTH 36.75" MAX. PANEL _ WIDTH W /ASTRAGAL 1 .- v 0 0 DOUBLE DOOR ELEVATION 105.25" MAX. OVERALL WIDTH — 21.8175" 14" MAX. MAX. D.L.0.1 PANEL WIDTH 0 f • 36" MAX. PANEL WIDTH 0 J 0 SINGLE DOOR W /SIDELITES ELEVATION 15.5" MAX 37.5" MAX. OVERALL WIDTH 3 / FRAME WID O d !I • •4k 0 C RITY OF VI 68.5" MAX. OVERALL WIDTH TH 0 0 / 0 SINGLE DOOR ELEVATION D T= - IO 6" MAX. D.L.O. 19.625" MAX. D.L.O. PAoDUCrRamo isaimpoNiwiseesamir Buldbscuir Aromeamm R N, -r2 . 10 BY 5- a EC OZ www La wZ Z I 00 WZ� CO 0 0 0 �N wZ 0 0 \w C CS 3 w z N 0 N or 8 m 0 Z In Z 0 rn Y BUILDING CONSULTANTS. INC. 813.684.3831 DATE 12/01/99 SCALE: N.T.S. DWG. BY: TJH CHK eY: RW DRAWING NO.: S -2004 SHEET 1 OF 7 .020" MIN. SKIN .75" GLASS THK. OPERABLE SEE NOTE #2 SHT. 7 INTERIOR 1.75" MAX. PANEL THK. .5" MIN. GLASS THK. FIXED PRIO VERTICAL CROSS— SECTION zai ai SEE NOTE #1 SHT. 7 .020" MIN. SKIN THK. • M co VERTICAL C 'OSS— SECTION EXTERIOR .020" MIN. SKIN 0 1.75" MAX. — ! PANEL THK. .5" MAX. ` g GLASS THK. INTERIOR SEE NOTE #1 SHE 7 Z • LO W g a rRODUCT REVISED as caspblaz with dr Finis Cade Magmas 02-1211.10 F- CC 0 •t Z N co rn U Q C Z y ' 0 N Z(ry II1 = 0 uj 2 2 - M U x o z 0 z 0 Et Et z 0 c 0 c� 0 TN TN co O z N Z 0 BUILDING CONSULTANTS. INC. 813.684.3831 DATE 12/0 wax: 1 = 1" we BT: TJH CHIT. BY: RW DRAWING No S - 2004 SHEET 2 OF 7 SEE NOTE #1 SHT. 7 .25" MAX. SHIM SEE NOTE #1 SHT. 3 1. 5" MIN. EMB. NO' AT ASTRAGAL. TIP. 0 ME LI I lito, 0 Nti itt L EXTERIOR 0 .15" MIN. COUNTERSINK SEE NOTE #2 SHT. 7 O HORI7ONTAL CROSS SECTION AT LATCH JAMB TO BUCK. TYP. z x n EXTERIOR 'n INTERIOR NOTES: 1. SPACING FOR #18A 1", 2 1/2 ", 4 ", 5 THE BOTTOM UP IS 2. ATTACH THE STRIKE ASTRAGAL USING A SEE NOTE #1 SHT. 7 IS AS FOLLOWS: FROM TOP DOWN 1/2 ", 13 ", 18" & 26 ". SPACING FROM THE SAME. PLATE AND THE DEADBOLT PLATE TO THE #8'x 2" LG. PHILLIPS FLATHEAD SCREW. .15" MIN. COUNTERSINK 0 3 22 HORIZONTAL CROSS SECTION AT HINGE JAMB T.0 BUCK. TYP, 1. 5" MIN. EMB. .25" MAX. SHIM THK. JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 2 NO. 110802 6 29 00 DATE GENERAL REVISION GENERAL REVISION KMN TJH BY REVISIONS PRODUCT: JELD -WEN STEEL OUTSWING WOODEDGE DOOR DOUBLE & SINGLE UNIT PART OR ASSEMBLY: HORIZONTAL CROSSE TIONS 1 /3, 2/3 & 3/3 BUILDING CONSULTANTS. INC. 813.684. 3831 'mower Regrow as pspgiworla l-W Haien Oak DATE: 12/01/99 scue:1 /2" = 1" DWG. BY: TJH CHK. BY: RW DRAWING NO.: S -2004 SHEET 3 OF 7 1.15" MIN. • • m 4 4 Alik ■•: •a:_ :! v AT SIDELITE S TO BUCK. TYP. EMB. EXTERIOR INTERIOR to • '1 .25" MAX. SHIM THK. g --a Am � 1 Oti l 19-" ■!: _•� :! 1 .15" MIN. COUNTERSINK AT SIDELITE TO HINGE JAMS. TYP. .15" M COUNTERSINK SEE NOTE # SHT. 4 SEE NOTE #1 SHT. 7 EXTERIOR INTERIOR 1 , .. 3 . 1 J 1 p 0 0 0 0 1L 0 SEE NOTE #1 SHT. 4 0 • • 0 0 0 0 Go 0 EXTERIOR z SEE NOTE #1 SHT. 7 SEE NOTE #1 SHT. 4 NOTES: 1. SPACING FOR ATTACH THE JAMB IS AS DOWN 6" & BOTTOM UP .15" MIN. COUNTERSINK 0 4 HORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB. TYP. ITEM #33, WHEN USED TO SIDELITE TO THE SIDELITE FOLLOWS; FROM THE TOP 30 ". THE SPACING FROM THE IS THE SAME. SEE NOTE #1 SHT. 7 JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 2 1 008�02 6 29/00 NO DATE GENERAL REVISION GENERAL REVISION KMN TJH BY REVISIONS PRODUCT: JELD —WEN STEEL OUTSWING WOODEDGE DOOR DOUBLE & SINGLE UNIT PART OR ASSEMBLY: HORIZONTAL CROSSE TIONS 1/4, 2/4 & 3/4 BUILDING CONSULTANTS, INC. 813.664.3831 PRODUCT REVISED a camplyYgaMl Da NNW Dal DATE 12/01/99 SCALE:1 /2 = 1" OWG. BY: TJH CHK. BY; RW DRAWING NO.: S -2004 SHEET 4 OF 7 J. 11 -• 0 # 1 1 1 � i 1 TYP. 1 1 5 TYP. 1 1 1i 1 �"— TYP. 9 O , SINGLE DOOR ANCHORING LOCATIONS DETAIL "F" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. SEE DETAIL "F" J I - J 3" —1 I- 3" - — 4' DOUBLE DOOR WISIDELITES ANCHORING LOCATIONS 13 O 0 K CO N 0 z � W 0 CA csa O z g BUILDING CONSULTANTS, INC. 813.684.3831 DATE: 12/01/99 sue N. T.S. DM ST: TJH CHIC BY: RW D RAWING NO.: S -2004 SHEET 5 OF 7 4 — DETAIL "G" HINGE DETAIL 4 °- -I 4 6 " 3" W 0 co 0 SEE DETAIL "0" SHEET 5 • —I 6" 0 3" 36.0" MAX. PANEL WIDTH SEE DETAIL "F" SHEET 5 1 1- 1 1 I C) 1 -1 1 TIP. C- 11- 1 111 1 -11 3" DOUBI E DOOR ANCHORING LOCATIONS BO 8 0 0 1010 00 0 W 0 0 co L 4"-1 4 GLAZED DOOR MODELS SIDELITE MODELS u d 4" 4" --i 0 TYP. V 101 15.25" MAX. PANEL WIDTH / / 1 1--6" 6" --1" — 6" � .... —.I 6" 4" SINGLE DOOR W /SIDELITESANCHORING LAYOUT '-- 4" 4" 4" 1--- 1--- 'PRODUCT REVISED as emptying.ita ile Florida Mikan Cad. me pt .,, Dam By Mlaad w 0 0 0 0 0 Cr 0 Z z . z 2 N z 0 Y m r 0 0 z u) z 0 In BUILDING CONSULTANTS. INC 813.684.3831 DATE 1 2/01/99 sue: N. T.S. DWG. BY: TJH CHK. BY: RW DRAWING NO.: S -2004 SHEET 6 OF 7 EXTERIOR 1 111 INTERIOR INTERIOR .5" GLASS BITE SEE NOTE #1 SEE NOTE #2 GLAZING DETAIL FULL LITE & SIDELITE GLAZING DETAIL, VENT LITE .25" STEEL' SPACER • .125" INSULATED TEMPERED GLASS .125" INSULATED TEMPERED GLASS M .5 STEEL SPACER n 5 • 0 .25" AIR SPACE .125" INSULATED TEMPERED GLASS .5" AIR SPACE .125" INSULATED TEMPERED GLASS Item HINGE JAMB ( 1 4" x 4 1/12") HEAD JAMB S1 1/ 4" x 4 1/2 ") 4" x 4" BUTT HINGE 12GA. (.097" MIN) # 19 x 1" PHILLIPS FLATHEAD W000 SCREW (HINGE TO FRAME) 8 x 2 1/2" PHILLIPS FLATHEAD WOOD SCREW 110 X 2' PHILLIPS FLATHEAD WOOD SCREW (HINGE TO DUCK) 1/4" TAPCON x 2 I/8" FOR DOORS & 2 1/2" .FOR SIDEUTES ITW BUILDEX TAPCON (NOA 1 96- 1226.03) OR ELCO TAPCON (NOA 1 97- 0731.15) BUMPER THRESHOLD (1 1/4 "x4 5/8 "x5/8" ) 3 4 6 7 7A 7B 8 9 10 11 12 13 14 15 16 17 18 18A 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 DESCRIPTION COMPRESSION WEATHERSTRIP Q -LON QDS - 650 EXTRUDED ASTRAGAL (IMPERIAL #ANH) x 1" PHILLIPS FLATHEAD WOOD SCREW FACE SHEET 24GA. GALVANIZED .021' MIN. FACE SHEET 25GA. (GALVANIZED .018" MIN.) TOP RAIL (1.67" x 1.042 ") BOTTOM RAIL (1.67" x 1.065 ") SIDE STILE (1.067" 1.065 ") ASTRAGAL THROW BOLT 0.31" x 19.25 L. B8 x 1/2" L. TYPE AB" PANHEAD SMS ASTRAGAL REINFORCEMENT PLATE LOCATED TOP & BOTTOM OF ASTRAGAL, ATTACHED /W 8 -//6 X 1" PHILLIPS FLATHEAD WOOD SCREW KWIKSET TITAN SERIES LOCK KWIKSET TITAN SERIES DEADBOLT LATCH SCREWS (SEE LOCK INSTRUCTIONS) MASONRY WALL 2x WOOD BUCK DYLITE EXPANDED POLYSTYRENE (1.0 TO 1.25 Ibs. /cu. ft. MIN. DENSITY) 1/4" MAX. SHIMS WOOD LOCK REINFORCEMENT FULL UTE & SIDELITE FRAME ODL POLY PROPOLENE 1/2" OVERALL INSULATED TEMPERED GLASS LATCH JAMB ,1 1/4" x 4 1/12 ") 48 x 1 1/2 TEK SCREW (LITE FRAME) VENT LITE FRAME ODL POLY PROPOLENE 3/4 OVERALL INSULATED TEMPERED GLASS (VENT LITE PANELS) J/8 x 2 PHILLIPS FLATHEAD WOOD SCREW BLANK JAMB (1 1/4" x 4 1/12 ") Moteriol WOOD W000 ST EL STEEL STEEL STEEL STEEL STEEL STEEL ALUMINUM ALUMINUM STEEL GALV. STEEL WOOD WOOD - WOOD STEEL STEEL WOOD STEEL . CONC. WOOD WOOD WOOD GLASS WOOD STEEL CLASS STEEL WOOD NOTES: 1. SPACING FOR ITEM //30 (1/8 x 1 1/2" TEK SCREW) IS AS FOLLOWS FOR SIDELITES & FULL LITES: TOP & BOTTOM; SIDELITE (2) SCREWS 2" IN FROM EACH CORNER. FULL LITES (3) SCREWS 3" IN FROM EACH CORNER. & (1) IN THE CENTER. SIDES FOR BOTH; (6) SCREWS 3.25 ", 13.75 ", 26.5", 39.375 ", 52.0" AND 62.625 ". 2. SPACING FOR ITEM //30 (//8 x 1 1/2" TEK SCREW) IS AS FOLLOWS FOR THE VENT LITE: TOP & BOTTOM 2.5" IN FROM THE CORNERS & (1) IN THE CENTER. SIDES; 3.25" FROM TOP CORNER & (3) MORE AT 10.375 ". mover REVEPID Wets. 0>de meirouse 0 alto CC O v Z cb r\ n rn rn • d Q cc o z�ON W — -3 M U Q, U D P. o � 0z nca ulW2 z cry 3 3 o I � z �Nm 0 O 0 z 0 W LJ 2 0 x ti N 0o N m w 0 0 z SHEET 7 OF 7 V) z 0 JL BUILDING CONSULTANTS, INC. 813.684.3831 DATE, 12/01/99 SCALE: N. T.S. DWG. an TJH CHK. Err: RW DRAWING NO.: S -2004 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 317525 Highway 97 N. Chiloquin, OR 97624 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 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: Series "Jeld- Wen®" 6'8" W/E Outswing Opaque Insulated Steel Door w /wo Sidelites- Impact Resistant APPROVAL DOCUMENT: Drawing No. S -2104, titled "Outswing Opaque Wood Edge Steel Door Up to 107" x 6 -8 Unit ", sheets 1 through 7 of 7, prepared by R.W Building Consultants, Inc., dated 9/11/01 with revision 3 dated 10/22/02, 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 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. n INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 1218.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime Eisen, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 1211.18 Expiration Date: August 15, 2007 Approval Date: January 30, 2003 Page 1 `SHEET # DESCRIPTION 1 GENERAL NOTES AND TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS & BILL OF MATERIALS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS & NOTES 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & GLAZING DETAIL 7 UNIT COMPONENTS UNIT TYPE POSITIVE NEGATNE SINGLE W /WO SIDELITES +66.7 psf -70.0 psf DOUBLE W /WO SIDELITES (WINDJAMBER II ASTRAGAL) +66.7 psf -70.0 psf DOUBLE W /WO SIDELITES (IMPERIAL ASTRAGAL) +57.0 psf -57.0 psf 1/1/ CONSULTANTS. 813.659.9197 JELD -WEN® Steel WOOD EDGE OPAQUE INSULATED STEEL DOOR OUTSWING 6 -8 UNITS W /AND W/OUT SIDELITES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO - TRANSFER LOADS TO THE STRUCTURE. .3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4-DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS SYSTEM MEET THE WATER REQUIREMENTS FOR "HIGH VELOCITY HURRICANE ZONES ". SEE NOTE BELOW DESIGN PRESSURE CHART. 6. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE FOR THE SIDELITES ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) Door Leaf Construction: Foce sheets 24 go. (0.020 ") minimum thickness, Galvanized steel A -525 commercial quality - AKDO per ASTM 620 with yield strength Fy(ave.)= 23,675 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs. density, by Jeld -Wen, Inc. Panel Construction• The active and inoctive ponels ore constructed from 24 go. (0.020" min.) galvanized steel. The face sheet top and bottoms ore bent 917 over the top and bottom roils. The top roil consists of LVL measuring 1.57 x 1.042 ". The bottom roil is roll formed 0.021" galvanized steel measuring 1.67" z 1.21" with o 1.645" x .3.0" x 0.831" piece of pressed fiber board of each corner ottoched w /0.5" x 2.0' wire stoples. The sides of the face sheet ore roll formed into the LVL latch stile and pine hinge stile measuring 1.67" x 1.0 ". The interior covily is filled with polystyrene. The face sheets are glued to the polystyrene. Sosh Construction: The sash is constructed from 24GA. (0.020" min.) galvanized steel. The edges of the face sheel ore bent 90' over the polystyrene core and glued to it. The soshes ore routed to receive the ODL (HP Polypropylene - Thermofil- P6- 30FM0391) & Trinity file fromes. The units ore glozed with 0.125" tempered gloss. The lite frames ore wet glozed on the exterior. frame Construction: The frames ore constructed from Pine jambs measuring 4.563" x 1.25 ". The head jombs ore mortised and butt joined to the side jombs and attached with (3) 16 ga. 2" x 7/16" crown wire stoples. The units use q-bump face threshold meosuring 4.041" x 1.0 ". The threshold is attached td'ihe frame with (3) 16GA. 2" x 7/16" crown wire stoples. TABLE OF CONTENTS -74.5" OVERALL MAX. FRAME WIDTH 36.625" MAX. 36" MAX - PANEL WIDTH t W /ASTRAGAL I PANEL WIDTH a 1 D ®ACT® SS ro e O 000BLE OUTSWING UNIT 1 PANEL WIDTH 1 1 ® ® 2 � U W 2 = ACTIVE Q Kt7 L7 IMAM CC 0 ul ro SINGI E OUTSWING UNIT 2 6" MAX. D.L.O. 0 X z O co 14" MAX. PANEL WIDTH DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REQUIREMENT IS NEEDED 70" OVERALL MAX. FRAME WIDTH e 0 36" MAX. PANEL WIDTH �I ALL UNITS ARE VIEWED FROM INTERIOR 37.5" OVERALL 107" OVERALL. MAX. FRAME WIDTH 1MAX. FRAME WIDTH 36.625" MAX. 36" MAX. r PANEL WIDTH 1 14" MAX r _ PANEL WIDTH W /ASTRAGAL 36" MAX. PANEL WIDTH 15.5" MAX. FRAME WIDTH 14" MAX. PANEL WIDTH SINGLE w /SIDELITES OUTSWING UNIT 6" MAX D.L.O. 15.5" MAX. FRAME WIDTH 14" MAX. PANEL WIDTH 6" MAX. D.L.O. 0 0 to DOUBLE W /SIDELITES OUTSWING UNIT PRODUCT REVISED rzs te7do Cods Florida Aectramo: No 02- 1211.16 Gxfiru Dots O rt Control N O N 0 �� 0 DATE: 09/11/01 SCALE N. T.S. MG. Eft: TJH CHK, ar: RW GNAWING NO.: S -2104 SHEET 1 or 7 ITEM DESCRIPTION MATERIAL 1 DOOR PANEL FACE SHEET 24GA. (.021 "MIN.) STEEL 2 HEAD JAMB (I 1/4" x 4 9/16" PONDEROSA FINGER JOINTED PINE) PINE 3 HINGE JAMB (1 1/4" x 4 9/16" PONDEROSA FINGER JOINTED PINE) PINE 4 SOLUTE BLANK JAMB (I 1/4" x 4 9/16" PONDEROSA FINGER JOINTED PINE) PINE 5 4" x 4" BUTT HINGE 12go.(.097" HAGER) STEEL 6 i/10 X 1" PFH WOOD SCREW (HINGE TO DOOR) STEEL 7 LVL LATCH SIDE STILE (1.67 X 1.0") - 8 1/4" x 2 1/2" TAPCON STEEL 9 OUTSWINC BUMPER THRESHOLD (.050' EXTRUDED ALUM. BY PEMKO) ALUM. 10 COMPRESSION WEATHERSTRIP SCHLECEL 0 -LON ODS 650) FOAM 11 TOP, RAIL (1.67" x 1.0") WOOD 12 BOTTOM RAIL (1.73" x 1.21" x 0.021" THK. MIN. 24GA.) STEEL 13 DOOR HINGE STILE (1.67" x 1.0 ") WOOD 14 //10 x 1 3/4" PFH WOOD SCREW STEEL 15 WOOD LOCK BLOCK (1.71" x 4.0" x 11.875 ") WOOD 16 1/4" x 2 1/4" TAPCON STEEL 17 EXPANDED POLYSTYRENE (1.010 1.25 Ib. DENSITY) BY JEW-WEN FOAM 18 OPTIONAL EXTRUDED ALUM. ASTRAGAL (,050" WALL IMPERIAL) ALUM. 19 2x WOOD SUB BUCK WOOD 20 SHIM MATERIAL (.25" MAX. THK.) - 21 KWIKSET' TITAN 700 SERIES KNOB - 22 KWIKSET TITAN 700 SERIES DEADBOLT - 23 BRAD TRIM NAIL 3/4" L. STEEL 24 (/8 x 2" PFH WOOD SCREW STEEL 25 N8 x 2 1/2" PFH WOOD SCREW STEEL 26 ASTRAGAL EXTRUDED ALUM. (WR68J !Y /NQL4416W //) ALUM. 27 YALE KNOB HERITAGE SERIES - 28 YALE DEADBOLT HERITAGE SERIES - 29 SILICONE CAULK (CR LAWRENCE 33C) SILICONE 30 GLAZING COMPOUND (05D BY ODL) SILICONE 31 p8 x 1" PFH WOOD SCREW (WR68J ASTRAGAL TO DOOR) STEEL 32 3 8" x 3/8" 1 /4" ROUND SIDELITE STOP WOOD 33 18 x 1 1/2" TEK SCREW (LITE FRAME) STEEL 34 SCHLAGE KNOB SET - 35 #F51 SCHLAGE DEADBOLT 13360 - 36 STEEL SIDELITE PANEL 24GA. (.021" MIN. STEEL) STEEL 37 1/8" TEMPERED GLASS (BY PPG) GLASS 38 LITE FRAME (001 HP POLYPROP. THERMOFIL- P6- 30FM0391) POLYPROP. 39 LATCH JAMB (1 I/4" x 4 9/16" PONDEROSA FINGER JOINTED PINEI PINE 40 (/10 x 2" PFH WOOD SCREW STEEL 41 /10 x 7" PFH WOOD SCREW (IMPERIAL ASTRAGAL TO DOOR) STEEL 42 3/4" THK. x 4 916" DEEP PRESSURE TREATED REINFORCEMENT WOOD 43 1/4" x 1 3/8 WOOD MULLION CAP WOOD 44 16GA: BRAD TRIM NAIL 7" L. STEEL 45 GLAZING COMPOUND DOW 1199 SILICONE SILICONE 46 LITE FRAME BY TRINITY FOR 1/2" CLASS POLYPROP. 47 1/2" INSULTED TEMP. GLASS BY TRINITY /AMPAC - 48 LITE FRAME BY TRINITY FOR 1" CLASS POLYPROP. 49 1" INSULATED TEMP. GLASS BY TRINITY /AMPAC - 50 LITE FRAME SCREW //6 X 1 1/2" PANHEAD STEEL • 1.75" MIN. PANEL THK. INTERIOR 1� VERTICAL CROSS - SECTION DOOR PANEL z 5 tow a v co le. LIR I. re .e ap , Am 0 0 SEE NOTE 7 SHT. 4 SEE NOTE 4 SHT. 4 INTERIOR SEE NOTE 3 SHT. 4 EXTERIOR .125" MIN. GLASS THK. 1.75" MIN. PANEL THK. 22 VERTICAL CROSS- SECTION SIDELITE SASH T • VT z s5 . LO PRODUCT REVISED es complying with the Florida 8aiMIog Cod: Acceytee No 2- 121 I • I e.• F.3 DoIc 8y Miami Coetrol Dlrh BUILDING CONSULTANTS, INC 813.659.9197 DATE SCALE: DWG CHK. C)RAwIHG NO.: S -2104 SHEET ASTRAGAL RETAINER BOLTS (4) BOLTS TOTAL, (2) 8.0" L. x .312" DIA. ® TOP & (2) 8.0" L. x .312" DIA. ® BOTTOM MINN" INACTIVE J N. Z �a SEE NOTE 5 SHT. 4 1.15" MIN. EMB. SEE NOTE 1 SHT. 4 • 0 3 HORIZONTAL CROSS SETION AT ASTRAGAL, W ITEM #26 WINOJAMBER W 68J SEE DESIGN PRESSURE RATING CHART SHEET 1 .15" MIN. C -SINK .25" MAX. SHIM THK. 0 3 HORIZONTAL CROSS SECTION LATCH JAMB TO BUCK ACTIVE d. ®WS FXTERIOR m 0 • tir ln I; m INTERIOR ' Y W Z • —a EXTFRQR INTERIOR J W n Z 22 HORIZONTAL CROSS SECTION 3 HINGE JAMB TO BUCK ASTRAGAL RETAINER BOLTS (2) TOTAL. (1) 9.0" L. x .312" DIA. ® TOP & (1) 9.0" L. x .312" DIA. 0 BOTTOM .15" MIN. C -SINK .25" MAX. SHIM THK. ALUM. RETAINING SLIDE (3) 1.0" x 4.5" x 0.565" 'T SEE NOTE 8 SHT. 4 .15" MIN. EMB. 0 • EveAmegf \ n I ACTIVE Z Y J U Z -a SEE NOTE 2 • 4 OPTIONAL ASTRAGAL 0 QRIZONTAL CROSS SECTION AT ASTRAGAL W /ITEM #18 IMPERIAL ASTRAGAL SEE DESIGN PRESSURE RATING CHART SHEET 1 - PRODUCT REVISED on Bakal* comp/An Cook the Rork)* Ez$r o t o No �JI�, � Acceptance No_ } By .i Min= pivis Coetrol N m 0 a Y m a Z N Y W 0 •BUILD CONSULTANTS. IN 813.659.9197 DATE: 09/11/0 I SCALE: N. T.S. DWG. Br: TJH CNN. Br: RW DRAWING NO.: S -2104 SNEET 3 OF z 0 14 r e, 1LN • - SEE NOTE 5 SHT. 4 0, FY v , g c ln v o SEE NOTE 3 SHT. 4 SEE NOTE SEE NOTE 4 SHT. 4 7 SHT. 4 SEE NOTE 9 SHT. 4 SEE NOTE 6 SHT. 4 0 4 1 HORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB, TYP Z Y 2I J • LLI Z a Z Y l- e W n Z NOTES: 1. SPACING FOR 18 x 1" PFH-SCREW ATTACHING THE WINOJAMBER ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: TOP DOWN; 1.0 ", 3.0" & 5.0 ". FROM THE BOTTOM UP; 3.b ", 5.0 ", 20.0" & 38.75 ". 2. SPACING FOR ITEM 41 #10 x 1" PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL .TO THE . INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 1.0 ", 2.5 ", 4.0 ". 5.5 ". 13.0 ", 18.0" & 26.0 ". (14 PFH SCREWS TOTAL) 3. SPACING FOR 18 x 1 1/2" PLASCREW IS AS FOLLOWS; TOP & BOTTOM; (2) SCREWS 3.0" IN FROM EACH HORIZONTAL CORNER. FRI2M THE TOP OF THE FRAME DOWN ON THE SIDES; 3.0 ", 13.0 ", 26.0 ", 39.0 ", 52.0" & 63.0 ". 4. SPACING FOR BRAD TRIM NAIL 3/4" L. ATTACHING THE OUARTER ROUND TO THE SIDELITE IS AS FOLLOWS; TOP & BOTTOM; 1.25" IN FROM EACH HORIZONTAL CORNER WITH (1) MORE NAIL IN THE MIDDLE. SIDES; 1.25" FROM EACH END & SIX MORE EOUALLY SPACED ON THE FIELD. 5. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE 18 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT _ -THE MULLION USE //8 x 2." PFH WOOD SCREW. 6. SPACING FOR 18 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED, A TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION. ,I. T SIDELITE IS SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULK ON THREE SIDES & 3/8" x 3/8" 1/4 ROUND & BRAD TRIM NAIL x 3/4" L. 8. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE 110 x 2" PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 110 x 1 3/4" PFH WOOD SCREW. 9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM //44 A 1" TRIM NAIL SPACED A MAX. OF 12" ON CENTER. 10, SPACING FOR ITEM '150 THE //6 X 1 1/2" PANHEAD SCREW ON THE TRINITY SIDELITE FRAME IS AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES (5) AT 3.25 ", 18.0625 ", 32.8125 ", 47.5625" & 62.625 ". THE TOP & BOTTOM (1) SCREW AT 4.4375 ". 1.0 ", ``tom wi SEE NOTE ® OM III O HORIZONTAL CROSS SECTION AT SIDELITE TO HIN JAMB, TYP SEE NOTE 7 SHT. 4 E INTERIOR SEE NOTE 9 SHT. 4 a y SEE NOTE 1-- 8 SHT. 4 0 SEE NOTE SEE NOTE 3 SHT. 4 4 SHT. 4 ftp .15" MIN. r --- COUNTERSINK Z jUi • Z .( J W - Z Or r .....„, 1.15" MIN. EMB. .25" MAX. SHIM THK. SEE NOTE 3 SHT. 4 a Wy N EXTERIOR INTERIOR SEE NOTE 4 SHT. 4 SEE NOTE 7 SHT. 4 O 3 HORIZONTAL CROSS SECTION a AT SIDELITE TO BUCK. TYP, PRODUCT REVISED b complying w#8 die Florida &zldlsg Cods Aeoeytaew No • - I • I B Esping' o Date %IJM 1 •} By Mlacl %?�'�• act Commt Div CC tV z o � 0 tV 0 w 0 10 0 • C 0 .- 3 o F- to L tt�Z - UZ 0 - oa r Cott ' O Z 2,-• H NO Cc cL v v UV BUILDING CONSULTANTS. INC 813.659.9 197 DATE: 1- } m N v n 0 0 z 09/1101 SCALE: N.T.S. Br: •iJ CHK. ay: RW OMwINC NO.: 5 -2104 in z 0 SHEET 4 or 7 cn co ri DETAIL G HINGE TO JAMBS & DOOR SEE NOTE 5 SHT. 4 3" V Allb 0 SEE NOTE P, DETAIL F HEADER OPTIONAL DETAIL F HEADER WIND ASTRAGAL IMPLRIAL ASTRAGAL RETAINER BOLTS HEADER STRIKE PLATE RETAINER BOLT HEADER STRIKE PLATE SEE DETAIL 'F" SHEET 5 6 " � b SEE DETAIL H SHEET 5 0 TYP. 0- n 16 CO TYP. 3" F - 3" --1 K SHT. 5 DOUBLE DOOR ANCHORING LOCATION$ I I . TYP. I I I {- 6"—i 6" 3 SEE DETAIL SEE DETAIL G SHEET 5 DETAIL J STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 SEE NOTE 5 SHT. 4 SEE NOTE 5 SHT. 4 DETAIL H STRIKE PLATES TO WINDJAMER ASTRAGAL OPTIONAL DETAIL H STRIKE PLATES TO IMPERIAL ASTRAGAL SINGLE DOOR W /SIDELITES ANCHORING LOCATIONS ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE MASONRY DEEP ENOUGH FOR A 2" THROW DETAIL K SILL WINDJAMBER ASTRAGAL RETAINER BOLT HOLES SEE DETAIL G SHEET 5 { OPTIONAL DETAIL K SQL IMPERIAL ASTRAGAL RETAINER BOLT THRESHOLD STRIKE PLATE PRODUCT REVISED d aamp7`� with tSe Flan" Buldlv8 Cad: Er1iretio Dery ill( } N MIamI Div' • eat Control o° 3 0 1 – La Z 0 O •ao�i O J :O .. 3mp 0 �W D ] U 8 2 p - 0 r= 2 W 0 cc N m N O 0 0 D z V O 0 N 0 O 0 m Q 0 • 8U Lo SHEET 5 Or 7 z 0 W cc CONSULTANTS, INC 813.659.9197 DATE: 09/1 1 /01 SCALE: N. T.S. DWG. MT: TJH CHK. ED% RW DRAWING NO.: S -2104 vj SEE NOTE J_ 6 SHT. 4 SEE DETAIL H SHEET 5 SEE NOTE 6 SHT. 4 SEE DETAIL K SHT. 5 16 7YP. 1 11 U ri W ^a 3" --i SEE DETAIL "F" SHEET 5 4.5" DOUBLE DOOR W /SIDELITES ANCHORING LOCATIONS EXTERIOR 43111111ff +em ��A ® 111 0 0.5" GLASS BITE GI A7ING RFTAII 1" INSUI ATM TFMPFRFD GL ASS TRINITY LITE FRAME SEE NOTE 10 SHT, 4 1/8" TEMPERED GLASS INTERIOR 3" AIR SPACE 1/8" TEMPERED GLASS SEE DETAIL G SHEET 5 1 n e 0.5" GLASS BITE z � SEE NOTE 10 SHT. 4 £ZING PFTAIL 1 /2" INSULATFD TFMPFRED CI AS5 TRINTIY LITE FRAME EXTERIOR 1/8" TEMPERED GLASS 1/4" AIR SPACE 1/8" TEMPERED GLASS INTERIOR 6 " - 1 SEE DETAIL J SHT. 5 6 "—t r TYP. TYP. TYP. 1 16 1TYP• 1_ 1- EXTERIOR INTERIOR 0.5" GLASS BITE I- 6 SINGLE DOOR ANCHORING LOCATIONS SEE DETAIL G SHEET 5 SEE NOTE 3 SHT. 4 GLAZING DETAIL 1/8" TFMPERFD GI AS8 ODL LITE FRAME i 1/ 8" TEMPERED GLASS fRODUcT REVISED as sooP 'he 41a1168 t a e 1do U} ... D a u Es?I*6 BY MhEs% D1 CI Control a 0 g 0 O r7 SG O ■ 0 N x 0 z U a_ 0 D3 LAI ct O O z HK. BY: RW DRAWING NO.: 5 -2104 SHEET 6 Of 7 Z 0 v v VV BUILDING CONSULTANTS, INC 813.659.9197 DATE: 09/11/01 SCALE: N. T.S. Dw0. Br: TdH bra T N OUTSWING BUMPFACE THRFSHOI J) LOW PROFILE .050" EXTRUDED ALUMINUM O DRILL TRU FOR A #!8 PFH WOOD SCREW 2PLCS 4.5625" WOOD FRAME 4.041" L L 3.0" DRILL TRU FOR .357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBFR II WR68J STRIKF PLATF STEEL PLATE r 1.67" _ O LVL LATCH STILE —} f-- .125" 1 2.4375" L 38 LI ITE FRAME ODL HP POLYPROPYLENE (THERMOFIL -P6 -30FM0391) r - -513 - II 2.521" 46 TRINITY LITE FRAME LUPOY EU -5007 1/2" GLASS FRAME OPTIONAL IMPERIAL ASTRAGAL EXTRUDED ALUMINUM .075" WALL ASTRAGAL HAS (1) 9.0" L. x .312" DIA. BOLT ® TOP & (1) 9.0" L. x .312" DIA. BOLT ® BOTTOM 11 DOOR 'OP & HINGE STILF 1 73" 1 3 12 DOOR STEEL EDGF CAP. BOTTOM .021" ROLL FORMED STEEL O o co n _"1 i 1 00 o .140" — .525 "L COMPRESSION WEATHERSRTIP SCHLEGEL 0 -LON 005 650 1.75 { 1— --i 2.521" TRINITY LITE FRAME LUPOY EU -5007 1" GLASS FRAME 0 L I —t l— .097" 4 x 4 STEEL DOOR HINGE .097" THK. STEEL BY HAGER 0 L 0 0 0 25 "1 26 ASTRAGAL if/NO✓AMBER (WR68J T -6063 EXTRUDED ALUMINUM ASTRAGAL HAS (2) 8 .0" L. x .312" DIA. BOLTS 0 BOTTOM & (2) 8 .0" L. x .312" DIA. BOLTS 0 TOP WOOD LOCK BLOCK. 1.71" THK, 15 FROI$J , r KEYIJEFD • calaP4*n wllslk Hurt& A A mge NNo 0 2 - 12 5 .. L a pin ... Date S�n� ETV BY M4aat 4 •::+ • Coottot ISM IL 3 0 O CC CC CC CC J 0 0ZZ 0 U N N N 0 00 LO CV 0 LO oo n N w 0 CL 0 U LLI 0 BUILD CONSULTANTS. I 813.659.9197 DATE: 09/11/01 SCALE: N. T.S. Ow G. eY: TJH CHK. BY RW DRAww NO, S - 2104 SHEET 7 or 7 z 0 EC