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storm panelsED WOR o., Established 1957 METALftCH, INC. Date: To: 5-24 -d2 MHXIMUM IMPACT- HURRICANE SHUTTERS Metal Tech Inc. is the Dade County Notice of Acceptance holder for; Bahama Shutter Acceptance No. 02- 0122.04 Slimline Accordion: Acceptance No. 00- 0118.10 Econoline Accordion Hurculine Accordion Roll -Up Shutter 20G Storm Panel 24G Storm Panel .050 Storm Panel_ e r60 Storm Panel Acceptance No. 02- 0311.01 Acceptance No. 99- 0217.05 Acceptance No. 01- 0206.12 Acceptance No. 99- 0519.07 Acceptance No. 01- 0205.01 Acceptance No_ (11 -071 X.09 Acceptance No. 99- 021707 This letter authorizes IAN& Co O to use our above named product at the following job site: Jis +errr )<ar I We, Bch 3c oo sr ru ant Shores, Thank you, 4 Richard . Bu zella , V.P. 7635 West Second Court /Hialeah, FL 33014 -4434 U.S.A. Phone: (305) 823 -2323 / Toll Free: (800) 432 -5180 / FAX: (305) 826 -7979 www.metaltech.com T L ATH}' WALL ENCLOSURE SYSTEMS Top kt cra 515 Me Miami Shores, ins 110969 .�2 iw,g -w4 AAA c 108 Mkt of 1tw!E aIu.atIIIurA i*cfS. fi»rr 6 F ttausff 3 Lit K94 MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE vlctalTech, Inc. 7635 West 2nd Court Hialeah Approved: 07 /01/1999 Internet mail address: postmaster ©buildingcodeonlioe.com FL 3301.1 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING I -10 WEST FLAGLER STREET. SUITE 1603 `IIAMI. FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2903 CONTRACTOR LICENSING SECTION (305) 375.25 FAX (305) 375. 2 22553 CONTRACTOR ENFORCEMENT SECTION (305 375.22966 FAN (305) 375.290 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372•6337 Your application for Product Approval of: Maximum Impact 0.060" Aluminum Storm Panels Shutter under Chapter 8 of the Code of M•liar)i -Dade County governing the use of alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Cede. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0217.07 Expires:0 7;01/2002 Rau! Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CO`DITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco . Quintana, R.A. Director Miami -Dade County 1 of 3 Building Codc Compliance Off Homepuge: bttp : / /www.buildingcodeonline.com MetalTech. Inc. ACCEPTANCE No.: 99- 0217.07 APPROVED Jul 0 1 1999 E\PIR.ES JUL 0 1 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves an aluminum storm panel shutter, as described in Section 2 of this Notice o: Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miarni- Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approve,: drawings. 2. PRODUCT DESCRIPTION This aluminum store panel shutter and its components shall be constructed in strict compliance Nk:t -. the following documents: Drawing No. 99001, titled " 0.060" Mlaxirnum Impact Stomp Panel prepared by Ramms Engineering, Inc., dated January 15, 1999, sheets 1 through 7 of 7, only sheets 4, 5, and 6 of 7 last revised on June 3, 1999, all bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval referred date by to as the ap -D ad e C Product Control Division. These documents shall hereinafter drawings. 3. LIMITATIONS ,� - All permanent set components, included but not limited to embedded anc ho "bolts, threaded cones. :,zetal shields, headers and sills, must be protected against corrosion, ccntamination and damn_e a. all times. 4. INSTALLATION This aluminum storm panel shutter and its components shall be installed in strict compliance the approved drawings. 5. 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice o: Acceptance, clearly marked to show the components selected for the propose: installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. I Helmar, P.E. - Product Control Examiner Product Control Division 2 of 3 MetalTech, Inc. ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 99- 0217.07 JUL 01 1999 JUL 0 1 2002 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has 'oeen filed and the original submitted documents, including test - supporting data, engineering documents. are no older than einh: (3) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as s_ecificaliy stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the e%aluatica of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and'er manufacture of the product or process shall automatically be cause for termination of this Acceptance. unless prior written approval has been requested (through Ilse filing of a revision application with appropriate fee) and __ranted by this office. 5. Any of the following shall also be grounds for removal of thi Acceptance: a. Unsatisfactory performance of this product cr process. b. Misuse of this Acceptance as an endorsernent of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other docu able for e ecti lies, j ll sbe provided to the user by the manufacturer or its distributors and shall b e a P at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCil PTANCE Helmy Aar, P.E. -Product Control Examiner Product Control Division 3 of 3 • a 1 SEE ANCHOR SCAR DULL MIECTION TYPE 'B' 500 NOTE* £. D. E D. DETAIL 1 HEADER o. SILL / — Lm l 00 `� I (1 ANCE 1747. RE REVERSED / sir 45'1-007 SCHEDULE HTAD(R CONNECTION TYPE "D" DETAIL 5 -.500 I/4 -15 T AL, BOLT 0/ LOCK NUT 11' O.C. SEE ANCHOR SCH(CUL CONNECTION TYPE 'TT" OR OTHER HEADER 0. 571 R(7ER l0 /447 APPLICATION TOR PROPER CONN(CSSM TYPE ui CONTINUOUS BLOCKING • • :* 1 PIECES (AS7EN TOGETHER Yam — /64 RA273 OR /6 TICK SCREWS 12' 0.0 OBSTRUCTION Flow. 34770 AAO WAIZNME - SCAITr A0OW 12' 0.G DETAIL 9 FLU 510417 PANG, (1,0 5P(041 PAN(0 CONFIGURATION 4Ar 61 NEEDED NOR TRAPPED 1110 PANELS wr BE ADDED 70 97N A 44XIMUu ADD -ON Of J' FASTEN(0 TO PANEL BY THE 115E Of /64 POP 0M75 5 16' TUBULAR 714175 10 -17 Bars 16' O.C. A - q'l CORM- PAM aV�'.J 1.01GE Wr WW1 1 E7/RH PA ANGLE. VIBE OR 9000 AL U5T 81 USED ON All BUILD OUT 1-044ORIOVS TO CLOSE (Y7' ETAS 0(nFN PAM IAARpVS SUES nu 0 77/6 X I , 1 ., / , 4 RLAI MR DLL sm p ANNGMU r SEE ANCHOR SCHEDULE CONNECTION TYPE "C" C HEADER o. SILL DETAIL 2 PLAN VIEWS DETAIL 1? A, • C t D 51077(0 110LRI7870 NOL1 WY BE USED COMER 9m 78' PANEL, IYP. FOR ALL SPECIAL PAM APR/G7TONS ',N. DETAIL 6 HEADER ON TOP Su ON 0077017 • NOT&* (0 (0 DETAIL 3 ( 16)/..7) • NUO(R o. 571 OR 449 RC INSIAL.LED IN RN(RIO DIRECTION CONnNUO(/S BLCCK/NG iel ANC([ 8o1710 TOGETHER 7414 7 /4-10 176711 BOLT Wj USED AS HEADER OR 5 SEE ANCHOR SCHEDULE CONNECTION TYPE 'E" 0110 11(1 07 070 SILL 449 BE INSTALLED IN REVERSE D/R(CnON AS IN 0(w17 6 n) • (r) O• V NEVER of 5171 SEE ANCHOR SCHEDULE CONNECTION TYPE "A•• CONDN0005 BLOCKING le OR J /16 A MGLE BOLTED TOGE777(8 ACTH 1/4 -20 70711 9017 N/ LOCK NUT S O.C. USED AS MEADER OR Sal NOTE* • z - V AlASHINE 5^REW ANCHOR WITH SIDEWALK BOLT S/6' MAX. _ __ 08 7/1' MASONRY SCR(w .5 O.C. M TIE PSF AXMIM • ff J" MIN. EDGE DISTANCE EOJ £O PQUR£D CONCRETE ONLY MAXIMUM PANEL MONT oe' - • DETAIL 10 CON77NUOV5 &LOCKING 0,(17 1/ ANGLE • • OPI411AL USE 01 7/9 AAQE 109 PURPOSE OF G7EMOw4 9411 75008 3411. A/ID 111007E SCAM AAKJIOR 1' 0G (1.04 • PAM NAME C ' • 34705 7010,0 A7 9011017 TO PASS 0178 517.0 AND 4w4Giiur N 7.1 SILL (TAD/ 517 1111 4111, 11 ■• .111 INSIDE CLOSER PAN AS$[uBLY • /N -16 MI r -w9 (60047 4'-0 APR Lprrp17 at SA01 SOW . NafE* 5E1ANCHOR 51-4(0(3(1 CONNECTION TYPE 'C" DETAIL 4 r ® ) Q Ai 69) Ic HEADER P. 8111 I' 1714. SEE ANCHOR SCH(OULE CONNECTION TYPE "A" (O Eo C OR OTHER HEADER 0' SILL R(1ER 70 MAT APPLICATION (0R PROPER CONN(CnON 1701 COM7INUOLIS 9000 BLOCKING VARIOUS S/Z£S DETAIL 7 MA.UP1u i vulAc ' s TON. 'ANEL HORIZONTAL INSTALLATION VERT CAL NSTALLATION ELEVATION ELEVATION 17 7Q. NOTE (o f N (0 SEE ANCHOR SCHEDULE CONNECTION TYPE 'B' DETAIL 8 (.0.\ 'l SCE ANCHOR SCHEDULE ~OP OR DOOR / I d 1 r CONNECTION TYPE "0" OHJANC NOTE:* WY OE 1R71MTE0 YIIYTICA11r OR NORUOMAur DETAIL 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE, MASONRY. IYfI N ANCHORING T O W000, THE WOOD MUST B£ • / 4, 7N AVUM 2 X R £DUAL TO /2 SOUTHERN PIN£ S• WIT# /0.55 SPECIFIC GRAVITY • • • AND. STRUCTURALLY PART OF THE FRAMING STRUCTURE .•mot .. CURELY ATTACHED TO FRAMING STRUCTURE UAXIUUM GAP BE7W(EN STROU PANEL 1/•-20 X 5/4 KNURLED 571105 VAN :7A5HER(D WWGV1775 12 1/2' 0.C. ( 907713 TOGETHER WIN 77/9 -10 74711 e077 W/ LOCK NUT 12' O.C. 4140 0.1.0. SHALL r:OT EXCEED 7/45 APPROVED AS COMPLYING WITH THE 1 /4-20 • .1/4 KAR.0((0 STtAS \ 1 AS VIEWTO FROM FRONT NEW •_ ! i 4417/ 9 1457080) wlwurs (1YP) L _ Aa ROBERT S. MO SOUR, PE EB- 0006024 191111 ENG171EEEBIC, 410 SCUT 621 PR00 SCI CO? OR® CON7WIIDUS BLOCKWG OR@ COH1WU0U5 BLOCKING 9 IU IDA BUILDING CODE 19 1 A J•r 0/V S 7,'/ OURC:N(, COS& CO51!' 65(5 O410E 1 CC&PISHCE No.� • 0217. • • SEP / 418 / RS17 0 1/1! /6 9 1+70901 65001 2 7 —' 2 3/8' .050 YIN • 04•4/15('. (/I F,l'I:' 0586(6 641 7/8' 1 3/32' 3 7/32' 0 29/32'• lJ VAR /015 TYPES OF F -TRACK NOT SHOWN 1 1/2' I;7 10(7 ? CROSS SECTIONS 5/8' I 1 1/2' 2 3/8' 090 ® m HI 01 2' 093 RETURN .060 MIN. 3 1/32' 3 7/32' 1 3/32' 7/8' 7 /8' - N 0 SPECIAL NET PANEL SECTION 16 TYPICAL 0 .060 416. BLOCKING 57110 LAY BE INTALLLD IN R(K850 DIRECTION r /6= 0 • LJH 16 ILc ' MIN 2 j 74 ' ALL =OS 3 /4' ( m. I c 'm ' '' ANGLES ST000£O 1N 4"(41 J�ALYD 77 SNORTER LEG ONLY h\ I/4 -70 X 3/4 16 -9 ST.';:ESS 51150 KNURLED 5:'7L'.S 12 /7' 0._. /ETEA TO ATUG):C•T ON SML77S 2 13 ANCHOR MOUNNNG 7(65(5 (0047(0 ON DINER HORIZONTAL OR VERTICAL LEG. ® ®AN°c STUDDED ANGLE DETAIL r /7" FLAT STUDDED STRAP MAY BE USED IN PEACE OF ANC7E /A.7 '1. /5. ' VV1 1: L: 179 C. 7004 ED ITION FOR DAU6 000N7Y, SOUTH FLORIN BUILDING CODE 7J•• 5 FARGUE LOAD 7(57 /6G AND 2.51.5 IMPACT 7(575 DESIGN' CRITERIA: WIN/( 1 (40^ PER CHAPTER 2.1 OF 5 F.110 I'RFSS(1R( PEOUIREM(NT 511 0IIIA7,0NS Mll•.7 117 PERI 0147I0 /'56 ASC( 7 -71R MIN/MU4/ 01 5/(.N (0405 (06 Bl16.D /6G AND fl SIR /JI:IUNLS" GENERA!_ NOTES: ALL ALUMINUM EXTRUSIONS 70 RE ALLOY 6063 -76 OR (OVAL STORM PANELS SHALL BE: .060 5052 H ALUMINUM OR EQUAL SMOOTH OR EMBOSSED W/D/ A NON /NAL W/OTN OF 17 1/7' 7 /11 S7ORIA FA6EL SH1171ER ANY RE INSTALLED V267IFA1.27 OR NOR /IGNTAIL5 IN ACCORDANCE 70 THE DETAILED 56(0 /4CA DONS HEREIN PANELS MAY RE NOTCHED OR MITERED TO ACCOMMOLU70 AN OBSTRUCTION ANCHORAGE OF THE S / /0TTCR SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST or 7HE FOLLOWING OR 000AL VRD/ MIN /MUM UL IMATE LOAD VALUES SHOWN /4" O4. RAWL LOK/ROLT ANCHOR ( 55(5/100 DRIVE ANCHOR ) MIN. TENS /LE 7190 - MW. SHEAR 1520 - 1 1/B MN!. EMBED. IN CONCRETE MIN. TENSILE 1700 - M /N. SHEAR 1270 - 1 I/O ANN (/ABED 7N 4 AS0NR✓ 7/4 - 20 RAWL CALK -/N ANCHOR ( MACHINE SCR£.Y ANCHOR ) WITH I /4-70 60/75 MIN. TENSILE 1870 - MIN. SHEAR 1710 - 7/8' MIN. EMBED. IN C0'/C/` /TL MIN. 7065/01 86(1 - MIN. 574046 7.74(1 - 7 /8' MIN. (VN(1) IN MA.5DNRY I /A" /117MA -57AL TAPPER RY RAWI ( /.450NNY •(:R765 /146 /OU5 !/(4S) IY7'l 5 ) MIN. TENSILE 1520 - MIN. SHEAR 1980 - 1 1/2' MEN. EMBED. IN CONCRETE ANN 7(65/1.! 880 - M /N. SHEAR 1270 - 1 1 /4' MIN. E /AB(0. IN MASONRY 1 /4' /4/440 NAVL/N B✓ RAWL ( ZAMAC HAMMER DRIVES ) MIN. TENSILE 980 - ANN. SHEAR 1400 - I ,1/8' ANN. EMBED. IN CONCRETE MIN. !ENSILE 7.50 - M /N. SHEAR 1270 - 1 7/4' M /N. EMBED. IN MASONRY ANCHORAGE 70 .000 CONSTRIICT/ON SHALL BE I /4' STEEL LAG/ OR LARGER 6/7N I" M/N. THREAD 6(6(76AT /ON. 1/4 -20 BRASS WOOD BUSHINGS OR r /4, ELCO PANEL MA TES 4797 1 7/8' NLN. THREAD PENETRATION. REFER TO SHEETS 5.E & 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMB(DMEN75 IT 57455 BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE 500160NESS OF THE STRUCTURE 70 WITHSTAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. EACH PANEL SHALL BEM A PERMANENT LABEL OR STAMP SNOWING METAL TECH. INC. HALEAH. F2 ' LADE COUNTY PRODUCT CONTROL APPROVED PERMANENT FASTENER COMPONENTS. EMBEDDED ANCHOR BOLTS, THREADED CONES OR METAL SHIELDS. NOT IN USE MUST BE PROTECTED AGAINST CORROSION, CONTAMINATION AND t3AA4G£ A7 ALL TIME '••• ■ t ROBERT MONSOUR. PE EB- 0006024 IIRTIS E7IGINEEPI7IG. 9IC AFPROVED AS COMPLYING WITH THE SOUTH LORIOA BUILDING CODE OAE 19 BY_ PRODUCT C 1901 DIV.5.0/1 BUILDING COLE COMPL!AP Cif ICE ACCEPTAI:C' NO W/2.2.../7 • 07 .060 WARN ING TO OWNER OR TENANT 50047£0 IN EACH HEADER OR ONE PANEL OF EACH OPENING. STATING " STORM PANELS WILL N07 OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED. WHEN REOUR£0 MI VISIONS • SEP /m/RSLI 01/1/111 MORN ■s001 7 1 .w 1 OES7CN oRISSL'RE PANEL SPAN 36.88 1 4 � 4 135 47.81 1J?" 51.23 1 28" 58.06 120"_ _ 61.47 1 18 66.85 113" 71.46 108" 75.30 106" 81.45 100 86.83 94" 91.44 89" PANEL H£ICHT 0-78' o... 78' - 96' ay.. 96 WALL MOUNT 2" 2 1/2 4 1/d" INSIDE MOUNT 2" 2 1/2" 4 1 /8" BUILD OUT 2" 2 1/2" 4 1 /8" PANEL HEIGHT o... 95 " - ;O7"-,'.' m7' •40• WALL MOUNT I 2 1/2" 12 13/16" INSIDE MOUNT 2 1/2" j 2 73/76" BUILD OUT 2 1/2" 12 13/16" THE METAL T£CII STORM PANELS MAY BE. INSTALLED WITH OR WITHOUT IIIE HORIZONTAL BRACE S1RAP. REFER TO PANEL D£FLECIION CHARTS. O .060 ALUM FRONT NEN SIDE NEW 1 140" MAX. PANEL HEIGHT NO PANEL STRAP IS REQUIRED FASTENER OUST BE IN NORROW PORTION OF KEY MOLE MOUNTING HOLE MAY ALSO BE A 9/16' 0!A CIRCLE DETAIL r C" EXPLODED ASSEMBLY PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP MINIMUM DISTANCE BETN£EN GLASS AND PANEL HORIZONTAL BRACE STRAP Ii A-7.'. Sfu0 ;PO. WIN /:NI17 I - 'T /B (� P ' ) 1; 1/2' O f. (([[ {(?).4.1__ , I /:1 X J /4 FLA ALUMINUM BAR SIDE NEW FRONT VIEW DETAIL "E" MAXIMUM GAP BETWEEN PANEL AND HEADER IS /4' (TOP.) DETAIL F" 1 • Mal HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY .060 ALUMINUM MAXIMUM IMPACT` STORM PANEL 9 k W \ \— RONT VIEW DETAIL L I ON SHEE7 .1 GE:AlL .3,4, tr 8 GN SI.EET 2 , 5' 1 � . u 1 ' c y `> 11 I . h t li i /A 1 DETAIL 73 ON SHEET J OETAIL 5,4, et 8 ON SHEET 1 WALL MOUNT WALL MOUNT ANCHORING PARC. .v,C1 94C Av4L TOP tr ROROM MP & 11077011 O MDR. O9 SILL MIT/ STUDD[O IMP/MIL CLASS SIDE NEW HEADER AND SILL TYPE MAY VARY, DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET .1 HEADER SILL DETAILS J.• AND 6 ON SHEET 2 WALL MOUNT WITH HL9IL AAO MIL 1 140" MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIDSPAN MINIMUM DISTANCE BETWEEN CLASS AND PANEL DETAILS 5, 7.9, 10 AND I 1 ON SHEET 2 DETAILS 5,7.9,10 AN0 1 1 ON SHEET 2 TYPICAL SECTION VIEWS RO$ERT ;S.' NSOUR, PE 8B'0006 N7S EIIGINEEIIf C, 110. PANEL DEFLECTION CHART WITH HORIZONTAL STRAP DEPENDING ON APPLICATION BUILD OUT PM MDR. ../M0 SILL DETAIL 2 ON SHEET 2 DETAIL 16 ON 5.1" (7 WADI 9 DETAIL • ON SHEET 2 INSIDE MOUNT Mlle HEW. AHD 92.1. APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUILDING CODE OAT 71 PROf1UC! C HOL Pfv,S.o': BUILMG CCDE CO.MPL:ANCE Cf110E ACCEPTANCE NO 99 - D211 •Q'E Y//AM/RSM oI( +�R SHOWN 99001 4 I M.:CH.NL SL ANCHOR HUGER OR SILL CONCRETE OR MASONRY • CONNECTION TYPE _ ?'• T.D. • REFER TO OETTCTIoN CHART FITALTIc .. 1 fiNM TAN/ GLASS CONNECTION TYPE " 1/4 -20 FLOOR PLUG W1r1 1/4 -20 BRASS w000 BUSHING HEADER OR SILL INTO w000 DETAIL 15 0 NOTE: SERVE THRU WINDOW DETAIL 19 STORM PANEL THE METAL TECH STORM PANEL MAY BE INSTALLED WITHOUT THE USE OF AN EXTRUDED HEADER OR SILL. THE SHUI7ER MAY BE ANCHORED DIRECTLY TO THE STRIJCODRF WITH THE USE OF ONE OR A COMBINATION OF MAIL 72 mom* 3 /5' THRUBOLTS 9 1/2" O.C. WITH 2X3X.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48' 1 1/4' MAXIMUM W000 COUNTER 1 1/4' MAX. THICKNESS COUNTER MAY BE MADE OF OTHER MAT£R/AL \ --SEE ANCHOR SC£DUL£ FOR ANCHOR TYPES ALL ANCHORS 12' O.C. —HUGER a• SILL DETAIL 16 SEE ANCHOR SCHEDULE COMECT10N TYPE "C" 6_9)0.0 HEADER or SILL •-c N O T E* l/4" PANEL MALE SCREW 11 14 -20 STUD HUD •WITII WASIIERED wlNGNur HEADIER OR SILL WOOD. CONCRETE OR MASONRY • E.0. CONN:CTION TYPE 'A" 1/4 PANEL MATE MTH MACHINE SCREW HUD W/TH 1 - 20 SIDE' /ALA' BOLT HEADER OR SILL w000. CONCRETE OR MASONRY D • SCREMED OR SOLED 70GE71/ER WAN 1/4 -20 ORU BOLT W/ LOCK NUT 7: • 0.C. CLW7W0DUS BLOCKING cm , QV I /4" ANGLE NITER IC OEl EIIION - • - -- • -- CIUHT GLASS MI1i # 1 I ;CONNECTION TYPE "A" NOTE* 1 ED: DETAIL 17 7/4 -20 A4SH/NE SCREW ANCHOR w7TH SIDEWALK BOLT OR 1/4' MASONRY SCREW 4" 0.c. J' MIN. EDGE DISTANCE POURED CONCRETE ONLY 69.6 PSF MAXIMUM / PA/EL HBONT 109^ 1t1AXMM DETAIL 20 ADJUSTABLE HEADER OR SILL • SF( ANCHOR SCHFOL/LF CONNECTION TYPE "A" PANE( SECURED WITH -- WASNER(D WINGNI/7S STUCCO FINISH R -CR 70 OFITCTION — CHART NOTE: * SIONN -' 570RM PANEL /7 SHALL BE THE R£SPONSl8Ul7Y OF THE CONTRACTOR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE 70 WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE. MASONRY. 1411(11 ANCHORING TO WOOD, THE WOOD 'JUST BE A .YVIIIUM 2 X • EQUAL TO /2 5G:'T' P• :*:T4 0.'55 SPECIFIC GRAVITY • ....kW) S175'JCTURALLY PART OF TIT FRAM'/ S7RUC7_? • v'R SuCrear,, A7ACHED 10 FRAMING S'COETURF 4, • APPROVED AS COMPLYING mill THE SOLIDI FLORIDA RW1 o1YG COTE ��+ 999 Br _ � ✓-LA fr'' • PPDOOCI G^ sot Dr'/ 5 .1'. IwnannG COAT C5'F: 4 ..C1 : rt tt PTAKEJ 7.0 9.1..0_2 ■1:0 • ROB ERT' S. AI ONSOUR. PE ES- 0006024 AM 47.KYM7K I OD • . latti* SEE ANCHOR S C H F DULL CONNECTION TYPE "C" DETAIL 18 NOTE* e"_CDNECTION TYPE 'A" .t7. . .1:- NOTE * CONNECTION TYPE 'A' 1't2E STUCCO INSTAL. l - All ON DETAIL 14 HEADER or SILL CUSS SL / ^B / RUI 0 V /as s••°rN I10O1 ONO 3 7 AI CI IOI( SPACING vs UL:.IGN I'RCSSURE AND CONEC NON TYPE •■CN(O 111"E I PANEL 1 E 0 UP TO 81.5 PSF UPTO 91.4 PSF 10.110 CO.CTll[ I CONCRE lc 4KOC. -- KNREB COCma ' co.c•erz•ou tO.f05MI NW I Lu.FE1OOV CO.aCTg.T4•4 . i e ( C 0 E CO.LCTC. FP( A 1 B I C 1 O I E A E e T C 0 T E I ., C 1 0 1 E I I L _rr 1 STAN r' 16 13 8 13 13 16 13 9 13 13 18 12 6 13 13 16 12 7 13 13 I9 11 5 13 U 16 11 6 13 13 16 9 e 12 13 19 9 9 12 13 18 e 7 11 13 18 8 7 11 13 15 7 5 10 11 15 7 8 10 11 11 .4�� _ 1..[,_ = ' "_' "E' l I 1 "4,— .- �' IN' M. LO.AlO1T(51ErVE 41,.143.1 I M SPAN 1 - 5. EMIEO 1 'TNT - 1 .r M:N M/ 16 9 6 8 7 : 18 6 7 8 7 14 5 5 7 6 14 5 6 7 6 1] 5 4 6 5 13 5 5 6 5 14 5 5 6 5 14 5 6 6 5 13 4 4' 5 4 13 4 5 5 4 11 4 4 5 4 11 4 4 5 4 r_ 13 4 5 5 4 13 4 5 5 4 1.5 - 17 4 4 5 J 12 4 5 5 ] - N 11 J J 4 J 11 J 4 4 ] "]."'_, •, •' 1 " hk` ^:- . '•'�l�°q K" —.'147"" Y1 74 I - -, :. • H N . .... .i j t j �� tt 5 5 10 5 4 9 4 4 TT ... 1 J 3 �• .... 3 ] , t A' V , `t� F 4 - I.i . 9 + 6 _ 7 i .. ` 1 l MIN EMBEDMENT IN CONCRETE 105 r 10 J 4 4 3 r EMBEDENT IN BLOC. — _ _ :— 9 3 3 4 R'i-" m I:. MIN M S. } ! •I I f 1 : y } i f a L a tFd ' J 6 VARIOUS .•f AO IrPE: ' 15 13 11 13 13 15 10 7 1:1 13 ._ ... .. nr Sr.t. t 11i 11 9 17 13 1. 9 5 13 13 _ Is t] 7 13 IJ 12 8 4 11 1z _ 18 11 lO 13 13 14 7 9 11 18 10 6 13 13 12 6 5 9 9 le 9 7 12 13 11 5 4 7 8 • - r _ 16 6 9 to 9 12 4 5 6 s T.:: ........... . ar SPAN - ._. • 6 7 7 9 e to 4 . s . j_ _ 5 e e 7 e + ] 1 1' . . is - 5 6 6 e e e 11 ] 5 s J le s e 7 s 9 ] . . J c: s s e s e ] J + ] _ ..... _ _ _ 11 5 8 7 5 10 3 5 4 3 (YASONTIv 5156W SI 105 ape o .... 15 5 6 6 4 9 3 4 4 77 . 1 1 lie RAM. PERMA SEAL TAN I9 1 •� ' 14 4 5 5 4 8 • ' T 1 J ,l rR i 1 •r 8 - • • t r: ..f l '�4 ... .L. - .1•' a_r•t�t T 1.� 4 .!L" � -.!� V .. .;.-3.1'47.17,1'"',..4.7: _T -•to .z .L.w{ >_f..�l " •.f°" 'HaE•+�M T'A � j ¢ � ^' � 0 .'fl1 O PANf1 MAITS r 1 , 1.•+• N•.• I f+ 1 1 iN. N E NT IN BLOC /1f 1 .. MIN EMtlEUAAFNI IN BLOC.( Fri ii. 1 t p r C(1 p r y +•,4 I. • A .19 I �h'' �f�r."... 1 1 �.. 1 1 7,� jr lL 1.r .P.. T 1 iN .' _... 1:1. rf.•1 Y3 - Ca, .cat .11i+E. .`y -'''•• ' r 1 1] 1J 10 7 1J 1J 1 1J iJ 14 _ 9 _ 6 1] 1J 17 J 12 9 5 11 12 IJ 1J 1] _ 1] 1J 1J 14 7 6 9 11 12 6 5 11 5 47 8 SPAN 2r r SPr lW r 16 . 1J 11 12 1 5 B 5 ... I1 9 10 9 10 7 D . L .. 8 . .._8 11 J 5 S J 9 . _ . _ . 7 ' 4 4 (1AAG/•NE SCREW ANCf.OR) 6V YII E....0..N1 2 lm• 1p1 r 16 .... 8 6 10 3 _ 4 J 16 6 5 . 9 J / 4 J 16 :...7 9 �. J. J q,` S a f _.. - 4 ... T'. `�/���� � -I •ta»iaa.a>..xSiYfR"]� 1�,. ..ZL._., ."1'4.:-. '3L .Z,..: a.++> � u. was ... T.. 2 r.+ _�'?� a>: r f:01 M1 4J' 'L `- i .4. -A, ? • _ 2r r 12r woo ��' �^ 4 41CY u` - ,' 4v "'"-.•• 4,i^N Y 1 " 7721 t. tx.... g . . 2r r 14.7 win r LL�t�y C'J/ZY ' u� i a Z'•fG�l• M ,. ' f^t ' o1, JA n.r++ A✓..t.. _ n-t ..-` . ..44,,,, _ (p• ��` MD.iL .i'eti,3:+lA..-4 -t' _ 1, rya. t •- .f.r> , ....La... AT.x. Zr 7 • A N C,' / / U /N' S C H E D U L E ROBERT S: • • NSUUR. PE ''EB- 0006024 56617 EaG11EEI61G, MC NOTES: SPANS AND LOADS SHOWN IN TTIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM £NBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. H SHAL7 HE THE RESPONSIBILITY Or THE CONTRACTOR TO VERITY THE SOUNDNESS OF THE STRUCTURE 70 / /ITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL 1970 WOOD, CONCRETE OR MASONRY. APPROVED AS COMPLYING W:TH THE SOUTH FLORIDA 850.0195 CODE l 017.5.04 BUD DING COOL COMPLIANCE DFFIC( 4CCEP1..NCE HO co- 059•9 1 ANCHOR SPACING vs DESIGN PRESSURE AND CONECTION TYPE UP TO 59.6 PSF UPTO 71.5 PSF WK,n,oco.c r.N j , ...c.Ertsx+ 1 CONCERTI! -- cR.i0T�,7T41<f ' Co.CnnP.oc. 30 to fo.lsi4ti ALB 01 �� cart “wi I TN 16 t • I � 9 CI0 L 13 *3 : 16 T J 11 J 17 16 13 7 13 13 16 13 9 u 13 t6 13 6 13 13 16 13 7 13 13 4.C NO9 TYPE 1 PAN 1 EL E0 SICIOIE J 16 IJ J 16 I] l •r SPAN i � 18 13 9 13 13 16 *3 10 a 13 1-1 —1� 1_4 � 1 • 16 13 7 13 13 16 *3 8 13 13 _17 -_ we RAWL LOWeOLT(SLEEVEAC..OR) 11nr wN EMBEDMENT 7 I 16 13 8 13 13 16 13 10 13 13 16 8 7 12 13 16 9 8 12 13 *6 8 6 10 12 16 8 7 I1 12 15 7 5 9 10 15 7 5 9 11 -_- -._..6 or SPA74 r 1 16 13 7 13 *3 16 13 8 13 13 ----7 16 13 5 *3 13 18 *3 6 13 13 15 5 6 7 6 13 5 7 7 *4 5 5 6 5 14 5 6 6 5 12 4 4 6 5 12 4 4 6 5 _Y ---_ 16 9 7 12 13 16 9 8 12 13 1o5' 4.. Y 18 6 6 n 12 16 8 7 17 12 1• • 15 7 5 10 11 *5 7 5 10 11 r 15 5 6 7 6 15 5 7 7 6 13 4 5 5 3 13 4 8 5 3 11 3 4 • 3 11 3 5 • 3 10 3 3 4 3 10 3 • • 4 3 176' a.. 7 14 5 5 6 5 14 5 6 6 5 U. 12 4 4 6 5 12 4 4 6 5 — T7 7 3 S - 7 — t] 4 — �8 5 3 , .. 4..i, { .- ................_ -... 4444 .. 44 r 7 =. 4444 ..•,. 4444. 444;4 .,. i 4 — +-- 1.0... 11 ] ♦ 1 3 11 3 5 4 J - . , 10 3 3 4 3 10 3 4 • 3 1 3 16 13 10 13 13 16 13 8 13 13 16 13 8 13 13 14 13 7 13 13 16 13 7 13 13 13 13 6 13 13 15 13 6 13 13 12 12 5 12 12 87 SPSN — 16 13 7 13 13 15 13 7 13 13 -- -- 18 13 6 13 13 14 13 6 13 13 - - - --_ r 16 13 8 13 13 13 10 6 13 13 • ee sou. -- 16 12 6 13 13 12 9 5 12 12 15 7 6 10 11 11 5 5 7 8 13 6 5 9 10 10 5 4 6 7 1: 6 4 8 9 9 • 4 6 6 13 4 6 6 4 7 4 4 3 11 4 4 5 4 A 3 4 4 3 10 4 4 5 4 7 3 3 4 3 09E - - M wall/4 ' 1 14 11 5 13 13 11 A 4 11 11 14• RAWL 7AAC lwall/4 13 1MI.M.4ERDRWEI r 15 7 6 10 11 11 5 5 7 8 111r TAN EM8E0M8NT. 4 CONCRETE I 105•.95 _ .. _ 13 6 5 0 70 10 5 4 7 7 I U• MN EM9EOMENT IN BLOCK . __ __ . 1 /4' 12 6 4 8 9 9 4 4 6 7 r 13 4 5 8 5 9 3 4 4 3 10 3 5 4 3 8 ,. 4 3 9 3 4 4 • 1 7 __. __.. 8 b 3 3 ' ---- 1 6 _ 3 176' 7 11 4 4 5 4 6 3 4 4 3 I 10 4 • 5 4 7 3 3 4 3 r 11 3 5 4 3 8 . _, 4 3 1 4 - .. '. I•P.Pe r 9 3 • • }^ 'Sl 7 .: 3 3 11, 6 '. .'1 7 J T`''7ki 6 ..., T X' V5R;OU5 READ TYPES 3' 16 13 13 13 13 76 13 9 13 13 16 16 13 *3 13 16 13 7 13 16 16 16 10 13 13 15 13 6 13 15 16 16 8 13 "3 14 17 5 14 14 - _ 66'7,'5* 16 13 12 13 13 16 13 7 13 13 _ _ -• IB 17 30 13 13 16 13 6 *3 13 16 11 10 13 13 13 6 6 9 10 16 10 8 13 13 12 6 5 8 9 *6 9 7 12 13 11 5 4 7 8 r 16 13 12 13 13 16 12 7 13 13 a••• ° �•'` t '"`'""' " 66' SPAN 7 16 13 10 13 13 14 11 6 13 13 •'. :' ;A l' . 16 13 8 13 13 13 10 5 13 13 Cr 1_..i{.M.. >✓ r , 16 11 10 13 13 13 6 6 9 10 16 7 8 9 7 It 4 5 5 4 16 6 7 8 6 10 4 4 5 4 16 - - 7 6 9 3 3 • 3 (MASONRY SCREWS) X09 9.` r . 16 10 8 13 13 12 6 5 8 9 IIP RAWL PERAV-SEAL TAPPER 1 U1• 1 16 9 7 12 13 11 5 4 7 8 U• - ELCO PANEL omit! r 1 16 7 8 9 7 . 1 1 4 5 5 4 18 5 8 4 9 ,,. . 14 4 6 5 4 8 - . 13 4 a 5 7 6 4 4 3' ' - 4 3 4. ".•_ • 3 3 C 1 1? wN. F74RFO•FNT IN C074'4FTE 176• •P. r 1 16 6 7 6 6 , 10 4 4 5 4 1 IN *AR. EweEDMFNT 1N BLOC)( 1 iTen 18 6 6 7 - 6 9 3 3 4 3 110.0.. "Y -- 15 4 8 6 • ' 3 3 M3L'i•. �'' 3 3 � W,e'�Sy�! '_,:c " "'•�R'"n1 t M F ,.y� 1.E v7 .. .. '.. i i f y� {.A ,r_:. �., 7 13 4 5 5 3 r 18 13 13 13 13 . 1 13 9 13 13 13 8 13 13 13 ' 8 13 13 16 13 13 13 13 18 13 8 13 13 16 13 11 13 13 16 13 6 13 13 4444 16 13 9 11 13 14 13 5 17 13 6C SOAN 23' 16 13 13 13 13 I 1 2' ... ...... 16 17 11 1J 13 1 --- Sr SPAN r 16 13 113 1 13 13 1 12 7 13 13 .. .. 11 6 13 13 * 10 5 13 13 16 13 11 13 13 13 6 6 9 10 18 12 13 13 12 8 5 8 9 16 11 13 13 11 5 4 7 8 tN•70K 74r,1 ?OIA RAWL CALK 1S ..,..... _. .... �. J � 13 1 1 16 44 13 11 1 •.. r 16 13 .' 8 . . 13 13 1 .AC.046 SCREW A7161OR) 79 574 6N860446N0 00r r •••• 7 16 13 11 13 13 1 1 - 16 12 9 13 13 I 1 6 6 9 10 8 5 8 9 16 , 8 11 9 11 4 5 5 4 16 8 10 6 10 4 • 5 4 76 7 9 7 9 3 3 4 7 16 11 7 13 13 11 5 4 7 6 17r w.. r 16 8 9 11 9 1 11 4 5 5 4 . *6 6 8 5 9 3 4 4 18 5 7 5 8 Tom 4 3 _ 16 5 8 4 8 3 3 iS 18 8 7 10 8 , 10 • • 5 • r 16 7 6 9 7 • 9 3 3 4 3 ; 7 • .: ii1 ': 'X1 u �.bl t'� - . Ali .';e7sMy4+'v:+v .,,aP Y 16 6 7 8 S 9 3 4 *Kr 6741 �T3' 16 5 5 7 5 1 • 9 J 4 3 Y 16 5 5 6 • 8 ATJ:1 3 3 pp.p. A N C H O R • S C H E D U L E NOTES: ROBERT _S..l QNSOtjR," PE EB= 0006024 9576 ETICAmEEIING. IIC SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENREDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBIU7Y OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE OR MASONRY . APPROVED A5 COMPLYING MTH FIE 50648 FLORIDA 80110106 CODE DAFL ( / ' 1 BT PRODUCT CO. '01 015.50* 80111.86 CODE COMPLIANCE OFFICE 1CCEPIANCE N0.41_71.117 67 • .•1.31': W N•, 06/03/`)') ORM 5 sv /4469 01 5 '9 89001 . 7 .— BUILDING CODE COMPLIANCE] W04)1) n1'15 ICn I 1111411 AN, .,,,11 111.1 NA :PAN A 14 11 q B 6 16 14 12 10 8 16 16 16 12 10 III' 10 5 b 1'111INII;I111N I 11 1 4. 1 13 5 8 4 4 a 3 3 ._1-_.. -�..i 2 .. 13 8 11 6 6 5 4 3 1:y 3 13 10 13 7 7 6 4 5 3 4 PSI __ 1VI'; 1. I 5 _ UP ICI 71 Ti PI:1 ° Cr1NN1 'r 111 IN 1YI'f A ' 6 1 1 U 1 I' UP TO 81.5 1 _ UP 10 CONNECTION A R 9 4 7 i.'£..I to ..r 1'. ... .. i 12 6 9 3 ''. ? - r 14 7 11 a (1 PSF - -- TYPE 0 I I 4 6 7 c Cl'' 'l 3 3 ''T., "', CONNECTION 1YE E A h 11 G 10 7 4 10 10 8 3 4 3 , r - BRASS WOOD BUSHING - '1 X I ` .. V MIN PENETRATION 114-20 58 SPAN 13 13 11 11 6 7 4 3 , _ .. 1"i:,: 13 13 13 13 8 9 5 4 12 12 5 12 12 9 4 6 7 3 B 3 3 4 3 -- - 88• SPAN 105' SPAN y - 3 7 --. "' I ai •' ,•.3 I �.-.. •w i'�, , • w — . • 1 ;s- =. � „ i:• '' • , .• ' 14 9 8 13 13 10 4 4 5 4 9 3 4 4 •1 +)„ 1' I 16 10 7 13 13 12 5 5 6 5 10 3 5 4 3 _ . -;.• • e' ,. j •... 1 , 5 8 9 4 4 3 _ - ' . 6 9 11 5 5 3 lz6• S PAN 140•SPAN _ ,.'. --. 6 7- I - 1 - 7,7":": 7 ' . 1,:r I.. • .. , .. 15 13 6 13 13 12 6 5 8 9 10 4 4 5 4 B 3 3 4 % E 16 13 8 13 13 14 7 6 9 10 12 4 5 6 4 10 3 4 4 4 1 � � :t.1 WOOD LAGS V MINIMUM TREAD PENETRATION 1N• 68' SPAN 88• SPAN 105' SPAN 126• SPAN 140' SPAN 3 +t 13 13 13 13 9 10 6 4 4 . ,Y I -> WOOD LAGS 1' MINIMUM TREAD PENETRATION ) 5116' 68' SPAN 68 SPAN 105' SPAN 126' SPAN 140• SPAN __ 1 - > WOOD LAGS 1' MI NIMUM TREAD PENETRATION 318 68 SPAN 16 16 16 13 I1 13 11 13 9 8 7 5 6 3 5 13 13 13 13 11 12 I: 5 4 3 16 13 9 13 13 16 8 7 10 12 14 5 6 6 5 1 1 ...., 3 5 •1 ,.. I . _ i - 16 12 8 13 13 to 5 6 7 6 12 4 5 5 F , {{ �{ • . •XL. 'S1 rT'44 b 6 1 16 13 9 13 13 16 8 7 8 7 11 4 T 8 5 4 1 P 1,,l "� • "' "u '•'" 16 8 7 11 13 13 4 6 5 4 • "i1 1 (,• i� •f • ' 16 9 8 12 13 14 5 6 6 4 ...T 88'' SPAN 10V SPAN 126' SPAN 1411' SPAN 1 1 � NOOD LAGS 1 MIINIMUM TREAD PENETRATION 7/15 68'SPAN 16 16 16 IS 13 13 12 13 9 9 8 5 7 4 5 13 13 13 13 12 1 J 7 6 5 3 16 13 10 13 13 16 8 8 12 13 I S 5 7 7 6 13 4 5 5 6 r •. : '' 1' " • 8e• SPAN 10• SPA 5 ' N __ 126' SPAN , - "' 4.0 � -� "- 140" SPAN �,_,,,,_, ••• •••1r7 1l4• ELCO PANEL MATES 7 /6 MIN THREAD PENETRATION 114• 68 - SPAN 16 14 12 10 8 13 8 11 6 6 5 4 3 F. 3 13 8 11 6 6 5 4 3 3 13 13 13 13 8 9 5 4 15 13 6 13 13 12 5 5 8 9 10 4 4 5 4 8 ' J J 4 14 9 6 13 13 10 4 4 5 4 9 3 4 4 12 6 9 3 5 8 9 4 4 3 1- ' i .. ..• i4 -.: '" 5 8 9 4 4 3 88' SPAN 105' SPAN 126' SPAN y 1^N... t IF i M?`i�•S3CA 14 9 6 13 13 10 4 4 5 4 w l t'r•• , .. 12 6 9 3 147 SPAN -!� p.-!S P 3 1 ►f( 13 13 13 13 8 9 5 4 3 g:2u .�+'� 4 ,:.t }. . ,1•i. ,.. . 15 13 8 13 13 12 6 5 8 9 10 4 4 5 4 4 s 1•,- '¢'e•4. 3 ,.. ..,,.3 ..94 ' P 1 . ""— t T 1`i �i �t'tR�i U ELCO PANEL MATES 1 718 MIN. THREAD PENETRATION 114• 68 16 14 12 10 8 WY SPAN 105 SPAN 9 3 4 4 yy ; ra. ". q . . l:.. y4„y 4 - ' f % 126• SPAN ` r• .t + 3 &• r 147 SPAN • NOTES: SPANS AND LOADS SHOWN N THIS SCHEDULE ARE FOR DETERMNNG ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. WHEN ANCHORING 70 W000. THE w000 MUST BE A MINIMUM 7 X 4 EQUAL TO /1 SOUTHERN PINE O 55 SPECIFIC CRAI4TY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED ro FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE P.( RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO 6.7114 STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. C/ -1 E D U L E • J o. ROBE Rrf S..MONSOUR, PE E©- 0006024 IRT1C ENGINEERING. PK. APPROVED AS COMPLYING WITH 181 SOUTH 9DRICIA BUILDING CODE DAT BY PRODUCT CO N1R6l DIV•S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9 7 z 7 6 7 • • • I • .� s(v ..we /RL1 01/i4/Ps SNOW 6001 7 7 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/3/2002 Applicant: JOSE HERRERA Owner: HERRERA JOSE JOB ADDRESS: 395 NE 100 ST Signe Signed: Building Permit Permit Number: BP2002 -1005 Contractor POWER CONTRACTORS INC Contractor's Address: 7385 BIRD RD Local Phone: Fees: Description Amount FEE2002 -3052 Buildier's Bond $300.00 FEE2002 -3053 Building Permit Application Fee $60.00 FEE2002 -3054 Notary Fee $5.00 FEE2002 - 3055 CCF $1.20 Total Fees: $366.20 Page 1 of 1 Total Fees: $366.20 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 11 /25/ 2 00 2 Construction Value: $1,300.00 Work: ALUMINUM PANELS If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. (INSPECTOR) BY: Parcel # 1132060135400 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 23 & 24 BLK 39 LOT SIZE This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining . rk covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, sere -nts; r employe In consideration of the issuance to me of t is 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, stat: ents or speci cations 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 •, ployes. (Contractor or Builder) BY: POWER CORACTORS; INC. 7385431 ' D ROAD • MIAMC: L 33155 PH (3Q5 261 -7400 t ' 1 :.1OSE HERRERA PE T FEES , . ; , (C.. Aunt �2ECf31;s ATVRE I 1449}I' 1:0660006041: 10 X008 '•,- 60frgt1STAANK. } MI!4M} p,t:33139 -2806 '. fi0f 6 ' 0702 • • PAY TO THE CITY OF 1AM d MORES ORDER 5/14/2002 1449 3 �C� �© �r g DOLLARS 2 2 m 0, CONTRACTOR Name RIM et CIE a License No. 1 . I/�/s .9 ( t ., Address 9 ) l 3 7 fO ��,���ttl YYUC(,nU R1 331S Telephone 3 1 r](1MFax 30526 t aOg i J Qualifier Name l SAY) VPacts PROPERTY OWNER Name 1 Se tie_ lire Kt Addres s vie t W st . 1 &-n'-1 S VLr% S -1 Home Telephone -1 1 5 1 , 32_ / l Business Telephone 111 `' [ _ eS i .7Dt--P `( Fax TYPE OF MANAGEMENT (✓ ) New Construction / Enclosure Alteration Exterior I/ Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'I Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. A PPLICATION jr \< Job Address: Folio Number �'� Description of Work a 1 Iiin _n [Lim pi cuts l S Lot Block Subdivision PB PG Zoning Linear Feet Current Use of Property Square Feet Units Floors Proposed Use of Property 1---Value of Work + 1300- 0° • Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT TYPE ( ✓) / Building Electrical Mechanical Plumbing LPGX Roofing Fence Other 3is v1 (OO ST Address Apt. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax hru arru Shoves 91 PERMIT APPLICATION Master Permit No. ,� _ Subsidiary Permit No. 4 - o-OO� l ZOO G City State Zip ENGINEER Name License No. Address Telephone Fax Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1 °' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE 0 \FLORIDA. Signature of Offer cJl. C/A. Print Name Sworn to and subscribed before me this day of (.41 litt OA Signature of Notary Public }L go6Fbo�d SPEDES '' OTARY PUBLIC - STATE OF FLORIDA . COMMISSION # DD034750 EXPIRES 6/18/2005 RONDED THRU 1- 888- NOTARYI SEAL: Y Personally known OR, Produced Identification Type of Identification Produced: 1 TY OF MIAMI -DADE Signature of Contractor / Qualifier PERMIT APPLICATION STATE OF FLORIDA, COUNTY OF MIAMI -DADE Print Name Sworn to and subscribed before me this day of Uttlith Signature of Notary Public State of Florida MARLENE C. DECESPEDES SEAL: NOTARY PUBLIC - STATE OF FLORIDA COMMISSION # DD034750 EXPIRES 6/18 /2005 BONDED THRU 1- 888- NOTARY1 Personally known OR, Produced Identification Type of Identification Produced: ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16 -20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low- volt, Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well - Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ C-E-0 $ (37O. op $ 1 • -aa $ (sq.ft. = x/1000 x ¢.60) (¢.005 /sq.ft.) (¢.01 /sq.ft.) REVIEWED AND PREPARED BY: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $ ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com