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BP-05-1058Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2005 -1058 Printed: 7/19/2005 Applicant: JAMES Owner: STOBS JOB ADDRESS: 126 NE 109 Contractor WILLARD SHUTTERS Local Phone: 305 - 633 -0162 Parcel # 1121360090140 Building Permit STOBS JAMES ST Contractor's Address: 4420 NW 35 COURT Legal Description: DUNNINGS MIAMI SHORES EXT NO 5 Permit Status: APPROVED Permit Expiration: 1/14/2006 Construction Value: $750.00 Work: INSTALL HURRICANE SHUTTERS Page 1 of 1 PB 48 -21 LOT 6 BLK Fees: Description Amount FEE2005 -9834 Building Fee $160.00 FEE2005 -9835 CCF $0.60 FEE2005 -9836 Training and Education Fee $0.20 FEE2005 -9837 Technology Fee $4.00 FEE2005 -9838 Scanning Fee $3.00 Total Fees: $167.80 Total Fees: $167.80 Total Receipts: $0.00 RUG 12 PAID r1 c---0-C2> Signed: (INSPECTOR) 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. Signed: (Contractor or Builder) BY: MIA 4 I SHO S " OAP BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date l O) I8 )a5 Type Insp'n+ l 't4.,'l— - t1'2S Permit No. 6R:576 1 D5 B Name J 't STC713 S Inspection Date 10 1 Approved Correction Re- Insp'n Fee ❑ Address 12s= - t c 9 S� Compan I LL -� Phone # (ac ) 910 4- 1 -7 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): �uildin Electrical t Plumbing Mechanical (� 2 Roofing _ .3I 3 Phone # �� 9 — o� ode\ Owner's Name (Fee le Titleholder) �— Owner's Address l D o� \ 0e zip 331b Tenant/Lessee Name Phone # PC) 5 1 151-I- - ` a3 City -6te4-1 12.-j State L_ Job Address (where the work is being done) ) 6 WE 104 Si City Miami Shores Vi11al a County Miami -Dade Zip '3 i L 1 Is Building Historically Designated YES NO Contractor's Company Name kJ ILo-cJ 51 -Fer Contractor's Address M 1.1- f 1n/ City Qualifier Willo6W■ E. c lay -k State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit ® Square Footage Of Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ,0 Master Permit NO. Phone # (.5c,'S) Cis -016 State FL. Zip Type of Work: ❑Addition Iii Alteration [New El Repair/Replace ❑ Demolition Describe Work: ri5tet It IAurnrGa "51 ©SO Alawkihwpr. PaheI ...................... ..... . . :..... ,�...,� /— y� . • • Submittal Fee $ �/ Permit Fee $ /(o v • • '�CF•f • •: ' . . .CO /CC • . • 4141• • • • • . Notary $ Training/Education Fee $ Technology Fee $ • • •. Scanning $ Radon $ Zoning • • • • • • and $ • . . • • . • • Code Enforcement $ Structural Plan Review. $ op. • • • '.' • • • • • - • ••. ' • • :. • .• • • ••• Total Fee Now Due $ (Continued on opposite side) ••. • • • • • • • • • • • • 4 • •• • • 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 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 co / encement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. 'n the absence of such posted notice, the inspection will not be appro ed and a r ection fee will be charged. Signature The foregoing instru day of t'ily , 2 0 0 5, by 0442 5 who is personally known to me who has pr As identification and NOTARY BLIC: Sign: Print: y f i¢ C 1, ,�Q, My Commission Expires: cknowledged b 576 hs ' k' A* A A.. Z! l' 1�['.[' 1t9�{ A.. 1CaC' Jt'.*../ 1 aC�. A....*.'*. 'A.,ti',1.'*'.d'y�' *1 - {x t APPLICATION APPROV. D BY• • • • • = • • • • • • • :. • - • • • • • • • . ,• • •• • • chc 05/13/03 Signatu LA- 46\? — ' �%— Z \Z--® e me this L ( The foregoing instrument was acknowledged before me this g Mr day of IU 2O6 by W, f 01 4. elerd • - • -; • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • ••• • • ••• • • • • ••• • • • • • • • • • • ••• • • • • • • • • • •• • • • • • •• • • • • • • •• • • • • • • • • • • •• •• - • • ••• ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * ** * * ** Contractor t who is is eip_21mally,known to me or who has prod as identification and who di NOTARY PUBLI Sign: Print: My Commission Expires: 7/ * * * * * * * * * * * * * * * * * * * * * * ** o5 Plans Examiner Engineer Zoning NOTE: NOT VALID WITHOUT PROJECT INFORMATION AND ENGINEERING SEAL CONTRACTOR INFORMATION WILLARD SHUTTER COMPANY I n c 4420 N.W. 35 Court Miami, Florida 33142 Tel: (305) 633 -0162 Fax:(305)638 -8634 PRO INFORMA ION CUSTOMER Ai14eS. • • •: SEAL • • • • • • • • • • • • •• • • • • • • • • • �• I z9.&5 • • • JAMES jtODGERS • • PEA 74x5 S T R E E T : 2 ( WE t o l l : J � / � r CITY: l al arlil Sliz r e S • • • COUNTY:DADE • • • • • • • • JAMES RODGERS, DPA., P.E. CONSULTING ENGINEER 4101 S.W. 139 AVE. MIRAMAR, FL. 33027 P.E. #7405 GENERAL NOTES: .y...-- WIND LOAD FOR WALL CLADDIN - SHUTTERS AND WINDOWS -- ffff RESIDENTIAL & COMMERCIAL (I= 1- Category II) MEAN ROOF HEIGHT NO GREATER THAN 15' DADE COUNTY VELOCITY: V =146 MPH — EXPOSURE: C DESIGNED PRESSURE: +54.7 PSF AND —73.2 PSF MEAN ROOF HEIGHT 1. THIS LEI I'ER MAY BE USED TO PROVIDE THE WIND LOAD PRESSURE WHICH IS APPLICABLE TO A SPECIFIC PROJECT,PROVIDED THE PROJECT DATA BELOW IS PROPERLY AND COMPLETELY FILLED BY THE CONTRACTOR AND VERIFIED BY THE CITY AUTHORITIES. 2. PLEASE,NOTE THAT JAMES RODGERS HAS NOT VISITED THE JOB SITE. CITY INSPECTION IS REQUIRD TO VERIFY THE INFORMATION PROVIDED BY THE CONTRACTOR. 3. THE SIGNATURE AND SEAL INDICATED ON THIS LETTER ARE ONLY APPLICABLE TO THE CONDITIONS HERE IN THE DESCRIBED.DO NOT USE THIS SHEET IF THE SITE AND PRODUCT REQUIREMENTS VARY FROM THE PROVISIONS. 4. PRESSURES LIMITED TO: ENCLOSED BUILDING ONLY,WIND DIRECTIONALITY FACTOR: Kd =I.0, EXPOSURE "C" COEFFICIENT: Kh�.85, TOPOGRAPHIC FACTOR Kzt=1, TRIBUTARY AREA OF 10 SQF OR GREATER, ANY ROOF SLOPE. 5. WIND PRESSURE ARE VALID FOR WALL CLADDING ONLY. 6. PRODUCTS APPROVALS ADEQUACY TO WIND LOAD CALCULATIONS NOT VERIFIED BY JAMES RODGERS DESIGNED RATING MUST EXCEED PROVIDED POSITIVE AND NEGATIVE LOADS. • •• • •• • • • • • • ••• • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• ••• •• • • • ••• • • • • ••• • •• Roof Slope � y..n. # � .iyy Width �t '^"F .T ' Height �'x Zone �u ?.iR$. .. rb Y• a <i{' � " >.:; Product ., -� m ad , � � , '� 3 n � . 3 ."` � ..� �A7 ' " " rt. �� . Width Height j. +k $�� =• ic e xk Zone h *�' 4 } 5y _ r s ' � 1.G.:,.. „ t.../n. � .4.5:.� " .:2 'ti Product r ' Anchor Anchor # 1 75 63 4 .050 Alum. Panel _ S/D 11 2 37 51 5 .050 Alum. Panel S /D. 12 3 19 -1/2 39 5 .050 Alum. Panel S/D. :" . 13 4 54 40 4 .050 Alum. Panel S /D. 14 5 38 40 4 .050 Alum. Panel S /D. ` 15 6 7 38 40 4 .050 Alum. Panel S /D. 16 _._ 17 8 18 9 19 10 20 • • • • COMPANY INC. Customer: James Stobs 126 NE 109 Street Miami Shores, FL. 33161 Mean Roof Height: 15' Exposure: C Roof Slope: >10 Deg. Elevation: 9' End Zone: 5' WIND CHART: Site S•ec Positive: Negative Int Zone: Negative End Zone: —73.2 +54.7 Date: 6/30/2005 Order #: 2005 -1463 Color: White • • •• • • • • . ..... ••• • • •• II • •••• • • • •..•. • • • •••• • • • • • • •. • OOOOOO OOOOO • •• . •• •• • •..•. • • • • •• • • •.••.• OOOOO ..• ...O •••■ • • • ' •.•• • • • •• 70'••••• • • • • I••...• • •.. • •• •••• • 1 • • • • • SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Dear Building Official: We are the Dade County Notice of Acceptance holder for a • 0.050" Solid Bertha Aluminum Storm Panels Shutter (NOA # 03- 0707.02) This letter authorizes L clt I lard Skiver Conn pang o t c . for use of our .050" Solid Bertha Alumimmm Storm Panel approved under number 03- 0707.02 at the following job: I A WE 109 Vi-&x1, Aliakru' She. -es � FL . 3 31 Sincerely, Gene Bus . Sccretuaiitteatiftr. : Easter Mcial SnppI 3 . Inc. or 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. ; •' ••: : : .• • • •• Florida North Carolina ••• Tas • • • : : •: • Missouri 3600 23` South 2925 Stewart Creek Blvd 9400 Telge R ' • • • • • 4750 Earth City Expressway Lake Worth, FL 33461 Charlotte, NC 28216 Houston, TX 77095 Earth City, MO 63045 800 432 2204 Fax 561 588 4780 800 343 8154 Fax 704 391 2267 80Q 996 6 Fax 2$1 656 2297 888 822 6061 Fax 314 344 3349 www.easternmetal.com •. • • • : � ; entsflAworlduet att.net • • • • • • • . ••• • •• • • • • •• • • • • • • • •• • • • • • • • •• • • • • •• • • • • • • .. • • ••• • • • •. •• •• . • Greg Weekes Vice President Eastern Metal Supply, Inc. BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) Eastern Metal Supply, Inc. 4268 Westroads Drive Riviera Beach, Florida 33407 SCOPE: This NOA is being issued under the applicable roles and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Board fl Product Control Division and accepted by the of Rules and he B Appeals (BORA) 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 Ibis product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material'within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is' determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" Solid Bertha Aluminum Storm Panels Shutter APPROVAL DOCIIA'IENT: Drawing No. 03 -141, titled " 0.050" Solid Bertha Aluminum Storm Panel", sheets 1 through 15 of 15, prepared by Tilteco, Inc., dated July 2003, last revision #1 dated July 02, 2003, bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. • MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. . RENEWAL of this NOA shall be considered after a renewal application has been filed and therehas 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 clause 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 it 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 otte Buell Official. • • This NOA revises & renews NOA # 01- 0516.06 & consists of a 8i • • o a • • ument mentioned above. The submitted documentation was reviewed by Hehny A. Makar, P. • MIAMI DARE COUNTY, FLORIDA, METRO -DADS FLAGLER BUILDING 1 0 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 • • • • :LOA No 03 -0707.02 o 8A •• • • • • •• • 1E x p ir a tipn p yte: 08/07/2008 /iog: ' . • •- • :•.a ppsdvalDpte: 08/21/2003 • "' Page 1 ••• • •C • • • • •• • � •� • • • • • • • • • ••• •' •• • • • • • • • •• • • ••• • •• • ) • SECTION A - N. T. S. • • 0.050 SOLID BERTHA ALUMINUM STORM PANEL f .s IL E C O INC. TILIJT TESTING & ENGINEERING COMPANY 6e93 M 3695. St, STa 717. WSW CAREENS, R 33168 Phone : (303E71 - . Fox : (30'!)671 - 1631 EB- 0006719 WALTER A. TILLIT Jr. P. E FLORIDA tic. _ 44162 EASTERN METAL SUPPLY, INC , 4268 MES7RQADSS DRIVE RMERA BEACH, FL 35407 I AM Ns OLD 01 -0111 AIN MI6 Ns 7 AS SHOWN SCALE 7/2/03 DATE 03 -141 DRAWING No SHEET 1 OF 15 1.5 15.119' (TOTAL WIDTH) - 12.000 (EFFECTIVE MOTH) 4.473' .500" AS APPLICABLE (T)vl-) I I T Min. -•-I 2.125' 2.125` 1- FULL PANEL ti • CONCRETE ANCHORS (SEE SCHEDULE) M T. CONCRETE ANCHORS (SEE SCHEDULE) SOLID STORM PANE _TIEISALIUND21 Q SOLID STORM PANEL SEALE : 1/2' = 1' O o 0 1.50 9.119' (TOTAL WIDTH) 6.000' (EFFECTIVE WIDTH)' 4.473` e h AS. APPLICABLE (Y1 --1 2.125' I- . HALF PANEL 500' 1. S7VRM PANEL SHOW IT ON TIM PRODUCT APPROVAL DOCUMENT HAS BEEN VERIFIED FOR COMPUANC' IN ACCORDANCE 111TH TIE 2001 EDITION OF n E FLORIDA earn CODE DEMON AVM LOADS SHALL 86 oETERINETE AS PER SELWm 1119 Cyr THE {90E.4EN17 1W WOE Pm A•EL90 ME SPEW GE 146 m.p.h.. AND N ACCORDANCE W / A 5 C E 7 - 9 8 S T A H D A R O . • • S • • • • • • Apo • STORM PANTLY ADEQUACY FOR IMPACT le? ACT A FATIGUE RESISTANCE B/EN3 m 4 90 $D , eE RRi/ S6OTION 160E1.4 OF 7FE ABOVE dEMnONFD CODE AS PER AME76CAN TEST LAB REPORT / 1022.01 -96 AND AT 0221.01 -01 AS WER PAo201.ePA -202 MND•PA -208 • • • ••• • • • . ••• 2. ALL ALUMNUS SHEET METAL PANELS SHALL HAVE 5082 -1131 ALLOT OR .3004 -1134 ALLOT: ALL ALLaMR&J EXTRUSIONS SHALL 85 4. ALL SCREWS TO BE SIM SS STEEL 90 ksI 711191E STRENGTH. 5. JOTS TO 8E ALUMNUS ASSOCIATION POD ALUMINUM ASSOCIATION 5063 -76 ALLOY A TEUPE3t W(LSS Ot7 E NOT D. • ••• • • • •• 304 0e. 316 A19 • sE� D4� co►� °� >t�SrAHf GdA7E4 c� s pa AS PETt ow soma W/ 50 r4r YIELD Po6rr AIM • ••• • • • •• •••• 2024 -T4 ALLOY 9 MINA A584 A - 307 ansfAmzEIP STEEL OR RIG ..10eSEIM tL ANCHORS TO $MU 9 4LL BE AS FOLLOWS: amass ORM= NOTED) 49 TO ETOSTNB POURED CONNCR ETD • • • • • • • ••• • • - 1 / 4 " . WOOS A N C H O R S M U 9 I F A C T U R E D or L T . I I L 8 L 16 0 Q ARE 7 ct.1i0 !sleet EirCA - l/4• GREIE -FLEX SS4 ANA 1141187CTUREA Err arts rams • • • • • • • • - 1/4 % CF TAP -6891 ANCHOR (RERAN SRIa -CONS W lI* cn a. ...7i , /L � • • • • ' TA - 1/4 - 8 Z4 WAN N A Wf4 RCTURfD 8r POWERS - f //4• a 7/8 CAUL -W ROOM 1/0 EMI mob & femde PAfEL1N7E' 08 1/4'9 6CA mole ` WELMA7f PLUS' AFD UC0 MORON ROIL RES ECDN9.Y. NMED A.1) 904081 OM: AM OR'0 POLED CONCRETE OF LWOOR ANCHORS OR =Eno 894 If 1 3/41F 0 It VW NOM 1 1/4' FDR a00 PANEUME AND ETAT mess ATIBWTE PLUS' 6 ? A.$) 7/B' CAL6-N ANCHORS SINEL BE DWELT ammo 9410 AE POURED COMMIE NO EMBEMEAtt ono STUCCO SNAIL ESE P00IUIm. 1/4 - 'ALBS LSED SiNLL BE 1 1/1 LONG 118M1181 SLID STUCCO Da$1. AND 1 MOWIL81 FOR WILLS fINI NO STUCCO. A.S) N osE 0 I 71647 PRECAST arm MOST cameo PANELS. OR PAVER5 8E FOUND COI Tic 58576IG BALL OR MOOR MCIOR5'9NL1 8E LAND O UM4 TD REAQO 78E MAN STRUCTURE IEINO 36271 PANED iaciooACE SISAL L LE AS BDiG7ED ON NOTES AI) & A2) mac (8) TO EJISIRIC CONCRETE 91007 HALLS - 1/4 TAPCOH MOTORS 1WN18ACTUREO or LENL BL1LAfX (REDIAAR 0e. 410 S.S) AND a00 7FX717 N MECUM40). - 1/41 CRETE - 17FX SS4 mom MANUFACTURED Or aro WORM - 1/4 La TAP -CRP ANCH ORS (DM* SRN -CO/l% WNIFACIT D or mu-FAST OOIWORAM - 19/4 ZAYAC MARS ANCHORS overeciuico 8r POWERS 77S7EMNG. NC. - 1/4 x Vie CALM-84 ANOORE 1 /4'• ELC0 mats & fans 7vitzwar OR 1/4 0 a00 mole 734NELIM7E PLUS" AS MANUFACTURED 8r POWERS F85TE1tNR INC. .410 671:0 TEXTRON, ROECMEL% NOM 8.1) WNW DEFT ENT OF MACON.470 ORS. LAM ARM C• TAMP, a00 PANELEMIE 6100 ono PAELYATE PL1Q' AND CRETE - FLEX 554. too THE OCACRE7r BOCK UNIT SHAG. 8E 1 1/4 1L2) 7/6 05148 84 .9KNOIP5 SHALL BE away [ems too 71E CONE moat Mr. ND EY8LDEMT 1170 STUCCO SiL41 8E PERMED. 1/4% - 10 SCREWS USED MALL W1 1/1' LONG meow 540A6D STUCCO E1OS4 AND 1• WNW FOR NNW 91711 N0 STUCCO. 8.3) N SSE THAT PRECAST STORE OR PRECAST mom PANELS BE FOUND ON THE MENG MAIL. ANCHORS SHALL 8E LONG,124OU0H TO WAGS THE MAN 57045069E 006ND SINJ1 PM1775. ANICHORME SHALL BE A5 122461ED ON NOTES N 8.7) & 82) ABOVE (C) manes *mu BE NS0AIFD 80130840 ALL OF TIE RECONUENDATISS AND SPECIFICATIONS OF TIE ANCHORS MANUFACT4/ROC 7. 011225 *or ALSO HE PISMO HOIet0NTALLY mama Ns•.u17om DEBAI.S SHOWN ON SECTIONS 1 7781111 (9221 TIM 7 OF Hs) E748607 THAT HEADERS 23 &4 SKILL Nor LEWED. 8. 17 MALL BE DE RESPONSWILITT OF THE CONTRACTOR TO YFRFY 77E SOIRMESS OF THE STRUCTURE STIME 9MQILR 15 70 8E AMSTED TO INSURE PROPER ANCHORNE. 7115 SHUTTER SAIL ONLY 8E ATTACHED 70 COMMIX. BLOCK ON WOW FRAME MOMS. 9. THE INSTALIADON ODIRRAC7 17 IS 70 S5AA/CAW4 ALL 94117131 co1PC64047 EDGES TRIM WWI N CONTINUOUS CdVUC7 TWIN THE BLALDNG TO PREVENT W1NIVIENN INTRUSION. CAM NE 5041 SHUTTER TRACTS ALL AROUND FULL LFJSTH. IA 370IAI PANEL NSTAIATION SHALL COMPLY MTTH SPECS INDICATED N THIS OARING PLUS ANT BUIONG AND 34861406026.477314008012277 BY THE JURSOCTION YAM PERM HIS APPLIED TO. 11. (a) THE PRODUCT APPROVAL 000161 NT (PAD.) PREPARED BY nes mom I S GENERIC AND 0005 NOT PROM NFOlMNDON FAIR A SITE SPECIFIC PROJECT. Le. WERE THE SITE COMMONS 009475 MOM THE 0.4.8 (6) 0 4YIRAC= 70 BE RESNONI9LE FOR THE MECHHD 4 PURCHASE AND 0LSTAIADON MAMIE or war OF no PRODUCT BASED ON THIS PACT APPROVAL 900122D B E ODES NOT DEVIATE FROM TIE costa 70AS 061414D ON WS WAND& CONSTRUCTION SAFETY AT SITE LS RE CON RACTS& .e.1: (a) THIS PRODUCT APPROVAL DOCUMENT TEL 8E COMMITTED RANI F MODIFIED. (sf) 97E SPECIFIC PROJECTS MALL BE PREPARED 8T A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH NI BECOME BE PRIVESECIM OF RECORD (P.O.R.) FOR 9001507 MO WHO 101. 8E RESPONSE FOR THE PROPER 68508 71400.4.8. PROFESSIONAL of RECORD, ACING A5 mono EM ERT TO THE PAX. ENGINEDI SHALL STARLIT 70 THIS /A17HR THE S75 SPECTRE 001NG5 FOR ADM (a) THIS PAD. SHALL BEAR THE caw AND CHOW SEAL. AND SAMSURE OF or PROFESSIONAL MAW THAT PREPARIE 8.. 12. S q u a r e . M 4 f 17 6 A C N R E R ' S TABEH. SALE EE PLACED .4T 80770M OF EACH PANEL. ;ABEL Mel READ AS FOLLOWS 457'7114 METAL SUPPLY, Na EN A BUC1. FL. MieNI-LMDE calm MOULT CONTROL APPROVED. PRODUCT REVISED as complying with the Florida Sibling Code Acceptance No 03 - 0 Expiraton Date fly Miami Da roduct Control Division F.B.C.(H.V.H.Z.)/MLAM! -DADE COUNTY © jh" HLrADER SCALE r.7/Ir Ls6o'� Q REVERSED 'r ANGLE TRACK ZLSWMI PLGE MOLE 3/0' 1• (3) 5/8'• MOLES AT TOP LWE (24 MIM UNE FOR 1/4 s_s MACHINE SCREW TAPCONS 12 14 • © 3' Max. "U' BUILD OUT SOILE:3/e'- t • 8® "F" TRACK ANGLE MME : Ms' - t• ,,1 CI 3/16'x7'xt4" LONG WALL PLATE SCALD 3/te - 1 COMPONENTS 90 STUDDED ANGLE 6013-15 Hum. ALEN SCALE : 3/b• - 1- 0 . KEY HOLE AT PANE(, .075' 2.250' 2591' 4® "U" HEADER SCALE :3/11 t • I1 I It; II YYYVVY -I VARIES .tan • FULL R. DETAIL 1: STUD w/ WING NUT O C 3" ANGLE BUILD OUT 'BRACKET SCALE : 3/e t• 1/1' / s s 3710 3mt>m TO NSW •1s• • 0 MINI WALL 1.75'x0.632' ANGLE WITH STUQ 1 .-- R.200' V, ■ 94' 8.125' a 1 ?5' R.125' _LA .1 50' --tees -L SCALE, v7 - t- i© KEY HOLE WASHER 3105 -H154 Mora ALLOY SCALE : - 1- j • • • • ' aoo° • • • • • • . 364 • • - 3•°00 • • G • • ••• • 0 • • • • • .i8e' • • • • • •• • • • • •• • • •• • • • • • • • • • • • •'F" :TAAC,:' • : @ 1 1/4' MAX. ®. O. •• • : I- • :•• •• "F' TRACY *RE : 3/e• - t. ALTERNATE 1EG LOCATION /miINC 3 TILUT TESTING & 7'Jri5 pos)f71 G el • 0 - JUL' 17 200 W ALTER A. TIL11T Jr. P. E. FLORIDA Lie. f 44167 Mc Bo • ••• • • • • •• • • . 09 3• • • • • • • • • ••• • • • • • 1 •••i • 188' • $ • • 1.25' Max. - • • ft • •••• J •1 • 10 Z'x5"(MAX.)x 1/8' ANGLE WITH STUD Scoe 2/8" PRODUCT REVISED as complying with the Florida Code Acceptance No a3- 07 0 • o Eapitradon Date 0 : / o $ By Division F.B.c(H.V.H.2.) /MIAMI -DARE COUNTY 0.050" SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, 1NC 4268 WESTROADS OWE RME29 BEACH, FI 33407 GLO 01 -058 1Ma' 7/2/03 NZ Rs J as AS SHOWN SCALE 7/2/03 DATE 03 -141 DRAWING Na SHEET 2 OF 15 Cont. SECTION 0 STUD WALL MOUNTING INSTALLATION SECTION 1 SCALE ..3/8 > 1' &ILE : DETAIL OF SECTION • STUD VALID ALSO FOR WALL MOUNTING INSTALLATION - SECTION 2 (TOP) JUL 0 3 2002 / IIL E C O ���. TILLIT TESTING • ENGINEERING COMPANY 6595 ILZ 36tR Sts 217. MOM &ADM F1 33168 nom : (30W-1670 Fm : 05)671 -1591 E8- 0006719 WALTER A TAW Jr. P. E FLORIDA Lk. 44167 0.050 SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WE5TROADS DRIVE RIVIERA BEAQI. Fl 33407 lift No 010 01 Ong 7/2/09 NC% 010 .AS SHOWN SCALE 7/2/03 • DATE 03 -141 DRAWING Na SECTION ® ANCHOR 7/8"x3/32" WING NUT • EVERY STUD • 12° O.C. SECTION 2 • WALL MOUNTING INSTALLATION .. SCALE : 3/8° - 1° E 0. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 70 & 11 OF 15) ts ///// COMMIE OR CONCRETE C BLOCK WALL 41 REQUIRED 1 • NOTE FOR COMBINATION OF SECTIONS ; WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WA TO SUIT ANY INSTALLATION. SEE SCHEDULE FOR MM. SEPARATION TO MASS CONCRETE ANCHORS (SEE SCHEDULE) '1/411 2Ox3/4 8 IWN UT 12 U1G BUILD OUT INSTALLATION SECTION 3 SCALE : 3/8° = 1 POURED . • • •• • • ••• • • • • • CONCRETE 4i CONCRETE OR CONCRETE O 13LOCd( WALL 1 4 REQUIRED • • G • • \' .• c REgUPED • • • \ • • • • • • •.• • ••• • • • •• • • • • • • � � 4 7 RING NUT 0 MY STUD 0 1r 0.C. Cont. 1.126° •• • • • •• ••• •• • • • • • • • • • • arsalal4E FOR • • • • • • lt'u1 SEPAFMTIDN •• • • • • • •• iv so • BUILD OUT INSTALLATION SECTION 4 SCALE : 3/8 = 1 Division Cant. a i i 1/414-20 ALS. W/ NUT • 12 0.C. PRODUCT REVISED Its complying with the Florida Balding Code Acceptance No 03 - O 0 • O Z do Dates : L Y . - By M s ct Castro' F.B.C.(H.V.H.Z)/MIAM! -DADE COUNTY k tlia POURED td "\ t \ \ \ \ \ CONCRETE ANCHORS �\ (SEE SCHEDULE) SEE =IRE FOR Ems. SEPARATION 10' GLASS ///91 CONCRETE OR CONCRVE 45 / BLOCK m REQUIRED l �-h 1/4"0-20x3/4" BOLTS W/ 7/6 143/32 WING NIB Ol2"O.C. ALTERU+QE' LEG LOC47l0N. CONCRETE SCHEDULE) �� E. D. _ -EDGE DISTANCE • SHEETS 10 ON 15) 1 4'0 -20 S.S. MACHINE T W/ NUT & WASHER • O 12" O.C.. 1" Min. ?i BUILD OUT INSTALLATION — SECTION 5 SCALE : 3/8" 1" N07E FOR COMB1 NA7IQN OF SEC 71Q? WALL/FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. J Cont. 1" MIn. _ • 1/4"0-20 S.S: MACHINE O12 / NUT &WASHER POURED CONCRETE REQUIRED \ \ \ \\ 4Z nv{.t7VRJ (SEE SCHEDULE) \ SEE SCHEDULE FOR hen. SEPARATION TO GLASS EQ.-i•7 EQ. k\\\ l\\ Cont. /81 • NUT • EVERY STUD • 12" O.C. [It —L ,� .750" 1.12x" Mhz. 77777777)i /i // // /iii' POURED CONCRETE ' 11 4 RIMMED / CONCRETE ANCHORS SCHEDULE) � E; D. CEILING & FLOOR MOUNTING INSTALLATION — SECTION 6 SCALE : we = 1' (SEE SCHEDULE) t.vrvtattit ANCHORS POURED CONCRETE \ REQUIRED 1- 1 , 1 -4j I I 1" \ \N (ALTERNATE LEG LOCATION— EFESSEFOR Mtn. SEPARATION TO GLASS 1/4"0-20x3/4" ' BOLTS 7 /8 W NUT O 1 12" MC. ` Cont. ////// /// /_/ POURED CONCRETE l'-+ I REQUIRED I I • CONEVEVE (SEE SCHEDULV JUL 0 3 200.E I E+ 0. .75L4 Min CEILING & FLOOR MOUNTING INSTALLATION — SECTION 7 SCALE : 3/8" = 1" WIO WINO PANELAMTE { OR CF TAP -GRIP (SEE SCHEDULE) • • .•• • • 41 •• •• • • • •• •• • • • • • • • • • • • ••• • • • • • • • • • ••• • • • ••• POURED CONCRETE R CONCRETE BLOCK MB •• ••• • • • • • • • • • • • • • • • IILIEC O INC. \ TESTING & ENGINEERING COMPART ma it Jam. S! St. 217. Y RSM114 sweet ft sv es 01:15)171-,530 . Fir' : (3=)871 -10.71 E8- 0006718 WALTER A TILUT Jr. P. E. FLORIDA Lic. r 44167 • • • ••.• • •• • • • • • • • • • • • • •• • I . • • 1 • ••• • • • • ••• • • •• •• • • •• • • • •• • • [ SEE SCHEDULE FOR Min. SEPARA710N I 70 GLASS POURED -f •CONCRETE* WALL OR CONCRETE REQUIRE CALK -IN OR ELCO mob/amok PANELMME OR CF TAP -G JP (SEE SCHEDULE') tEs. .750" Mh. 0.050' SOLID BERTHA' ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WES7RQ4OS DRIVE RIVIERA BEACH. FL 43407 WALL MOUNTING INSTALLATION (0. M.) — SECTION 8 SCALE : .7/8" = 1" PRODUCT REVISED as complying with the F'brida Bolding Cale Acceptance No 03 - o o o Expiration Date 0 WV1 2.00$ Sy • .o. • Aliis i Dad ,;e" r oct Control DIvision F.B.C.(H.V.H.Z.) /MIAMI -DARE COUNTY AS SHOWN SCALE 7/2/03 DATE 0.3-141 DRAWING No POURED CONCRETE REQUIRED - (SEE 5011 4 .C— C EXISTING - GLASS POURED COMEX OR COMMIE BLOCK WALL REOLVED CONCRETE ARrHMIS (SEE SCHEDIAI) F la' Sf E FOR Arm. SEPARATION TO GLASS 1/4'-2011' S.S. ALS. WI N . NUT 12' ac. - WALL MOUNTING INSTALLATION SECTION 9 SOUL' : 3/8' = 1" £ D. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 & 11 OF 15) • NOTE _FDR COAiBINLATION t1F SECTIONS. WALL/FLOOR /CEKWG MOUNTING SECTIONS CAN BE COMBINED IN ANY MY TO SUIT ANY INSTALLATION. 11/( W/1/4",-20 TRUSSHEAD BOLT + + (SEE SCHEDULE FOR SPACNG) POURED CONCRETE SEE SCHEDULE FOR Alin. SEPARATION TO GLASS 1/4't -20111' S.S M.S. W, 7/8'00/32' WAG NUT 012 "O.CO12'O.C; POURED CONCRETE OR CONCRETE BLOUK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) Cont. WALL MOUNTING INSTALLATION SECTION 1O SCALE : 3/8' = 1' SIDE ++ / 2 MAC SCE W /�GfTL HEAD AS PER NOTES A.2 & 5.2 (SHEET 1) TRUSS HOW BOLTS ARE 1/2'01/8"THICx KFAD Maces SCREW W/LENGTR AS PER NOTES A.2 & 13.2 (SHEET 1) ® i/4 , 20 SIF BOL OR O i3 N 1 4/ TRUSSHFAD BOLT + + (SEE SCHEDULE FOR SPACING) POURED CONCRETE REQUIRED POURED CONCRETE OR BLOCK �iYAt�l. REQUIRED = = • \r""" SEE1SCHEDULE FOR Alin. SEPARATION TO GLASS .1 7 /e,J/32. WING NUT 0 EVERY STUD . 12' OC /2 / /X / / / /// C CONCRETE ANCHORS (SEE SCHEDULE) 5 Cont. WALL MOUNTING INSTALLATION SECTION 11 SCALE: 3/8'= 1' JUL 0 3 2003 V . 7/84x3/32° YANG NUTS 0 12" O.C. By . i Dade DMrision • •• • • • • i • • • • • t Control •• • • • •• ••I• •• • POURED 1. I SEE SCH£DIAE FOR t-- Min. SEPARATION — TO GLASS PRODUCT REVISED as complying with Mt Field Balding Code Acccplal ce N3 — o7 07.0 Z iEspirEatu9 Date ot0 0 7I7 2008 IL EC0 INC.\ 1WT TESTING it ENGINEERING COMPANY ems met mu. se, Stn 217. w n M1 CAROM f3 . 1M18 Pans : (3058 - 13]0. Fm : ()871 E8- 0006719 WALTER A 77LUT .k P. E: FLORIDA Lic. 44167 • vv. IY,M 0.064 • • • • • • • • • • • • • • • •• ••ij •• • • • • • • • • • • • •• •• 7/8'.x3/32 YANG NUT O EVERY STUD ConL ALTERNATE LEG LOCATION :•x x. (SEE SCHEDULE) • • • ••• • •• •• • • • • • - • 1 . -EII. EO. • \\.\\A �\ HORSED OSSOWEION DID 01-659 1 • • ••• • •• • • 1 • • • • s OAS i arm ff. E CEILING & FLOOR MOUNTING INSTALLATION SECTION 12 SORE: 3/8'= 1' - ort 5C RULE) / / //J V//71//////////. /A �� / MIDGE OF 1 1 I 1 / 1 — SLAB F I 1 APPLICABLE CONCRETE ANCHORS J E.Q -- I F.B.C.(H.V.H.Z.) /MLAMI —DADE COUNTY 0.050 SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WESTROADS ORNfE RiIIERA BEAOj. FL 33407 AS SHOWN SCALE 7/2/03 DATE 03 -141 - DRAWING Na SHEET 5 of 15 SEE SCHEDULE FOR 16n. SEPARATION TO GLASS POURED COICRL7E WALL REOUIED POURED COME OR CONCRETE BLOCK WALL REQUIRED -- 2 MAX 1/4'"0217" acO mole PANELM41E TKAS ANCHORS per SCHEDULE FOR SPICING). ,11 it n L 1/4 "038 aCO made PANELMA7E WAS ANCHORS (SEE SCHEDULE FOR SPACING). BUILD OUT INSTALLATION SECTION 13 F SCALE : 3/8" = 1' AS 2" . 1 3 1/2' ---I Max. Max. EXISTING BRICK VEENER EXISTING BRICK VEENER Cont. Cont. E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 & 11 OF 15) O NOTE FOR COMBINATION OF SECTIONS : WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. JUL 0 3 2003 Cont. CONCRETE ANCHORS (SEE SCHEDULE) • • ••• • • • • •• • • • • • •• •• • • • • • • • • • • • • • • • • • • •.• • • • •• T RED • • • • 'CONCRETE • "1iRRm • i • • •• • • SECTION 14A WALL MOUNTING INSTALLATIONS SECTIONS 14 SCALE : 3/8' = 1 " ITIFF45 711117 TESTING Jt ENGINEERING COMPANY N.W. 3ES 21. 51a 277. worm ONCONS. R 33188 (3)871 - 1530. F•.: {305)671 - 1531 03-- 0006718 WALTER A. 7ILUT Jr. P. E. FLORIDA LIc. / 44167 •• • • 4 •• • • • • • E7ID • SEP • • ARAW N TO GLASS RIX •, 1 • 2 1 DETAIL 2/7 1/40- 204" SA M.S. W/ 7/81Px3/312" MG NUT Q 12- ac. 7///4 POURED CONCRETE OR CONCRETE BLOCK WALL i REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) SECTION 14B INSTALLATIONS VALID FOR PANELS UJ USED JOINTLY WITH INTERIORLY REMOVABLE PANELS 10 0.050' SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WE37ROADS ERNE RIVIERA BEAD{ F1. 33407 OW of -058 • • • • • • • • • • • • ONE 7/2/113 .375 IBM its s 4 BY Miami Da (Division o Cont. inIERtoRLY REMOVABLE PANEL 1O W/ SIDEWALK BOL75�SEE DETAIL 2) CO r• TO 1 nU 5/8'0 HOLES AT II) 0 8" O.0 & FASTENED AT REAR W 7/6"11x3/32' WING NUT ® EVERY SIDEIWALK BOLT. PRODUCT REVISED sa complying with the Florida balding Code Acceptance No 03 — 7 07.0 don Date a; 67 ue Act Control 8 F.B.C.(H.V.H.Z.) /ML4M1 —DADE COUNTY i AS SHOWN SCALE 7 / 2 / 03 DATE 03 -141 DRAWING No SHEET 6 OF 15 POMO *CONCRETE REQUIRID (.'NMjM /t N111411") (SEE SCHEDULE )\ EQ. -- Cont. 7/8'0x3/32 WING NUT 0 EVERY STUD 0- 12 / / / / / / / / ,)/ //A s /// / / / // j EDGE or POURED CONE 1 i.1' REQUIRED I 1 , APPLICABLE CCWCIRTE ANCHORS Pi E0. (SEE SCHEDULE ) .118 75' 1/4 -20x1• S.S. SIDEWALK BOLTS, 1 W Y PAN / PANEL Q) ItE/4D„ FIXED 2) 7 JHRU KEY HOLE �J 0 6.O.C. ■ W/ 1/e-20 NUT AT REAR KW NUT 0 • 6' RC, . • 1/4' HOLE 8 6" O.C. DETAIL 2 — INSTALLATION OF 1/"1" SIDEWALK BOLTS • REMOVABLE PANEL. SCALE 1` — 1" POURED REQUIRED \ \r REMOVABLE PANEL UVRIATI4E rtrn.rnrrta (SEE SCHEDULE )\ \.„1 II SEE socaULE FOR Afn SEPARATION TO GLASS DETAB 2 r t't Cont. ,1 POURED CONCRETE ^'J CONCRETE ANCHORS (SEE) SECTION 15A SECTION 15B CEIL1 & FLOO MOUNTING INSTALLATIONS SECTIONS 15 SCALE' : 3/8 = 1 • L. V. — EQ. EQ.— \\N N \\\ 1 ‘\\\\ o � I 7/8'0x3/32' WING NUT 0 EVERY STUD 0 12 O.C. E 0. - EDGE DISTANCE (SEE SCHEDULE ON SHEET 10 Jo 11 OF 15) Cont. a / EDGE OF • / APPLICA E Q— INTERIORLY REMOVABLE PANEL (1) W/ SIDEWALK BOLTS 70 1 THRU 5/8 HOLES AT Ifj o 6. 0.0 & FASTENED AT REAR W 7/8 WING NUT 0 EVERY SIDEWALK BOLT. NOTE FOR COMBINATION OF SECTIONS : FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBhVED IN ANY WAY TO SUIT ANY INSTALLATION: (SEE SCHEDULE )\ POURED \ \r1 CONMETE REQUIRED -- Eq. - EQ.— \ \ \ \ \ \ \ \ \ \ \ \ \ \w N \ \ \ 1 !i QQ SEE SCHEDULE FOR — dtk+. SEPARATION TO GLASS WIG NUT 0 EVERY STUD • 12' 0.C. 0 ALTERNATE LEG it j c r - LacATroN ! 11 // / ////////7/////////1 � I I I 1111 -� Iu POURED 1 I F— CONCRETE AH01 I (SEE SCHEDNCULE) ELL INSTALLATIONS VALID FOR PANELS U USED JOINTLY WITH INTERIORLY REMOVABLE PANELS JUL 0 3 R_ SECTION 16A • • • • • • (SEE SCHEDULE ) • • • . POURED • • • • • •. •• pONCRJ . • •• • • • • FE�Op t I • • • • • • : Q• -- E \ \ \ \ \ \\ \ ••• • • • • • •. •. • • • .• • •• ••• • DETAIL 2 1 •41 • • • •• • • • • • • • h • • • 7/8'0x3/32 WING NUT E STUD O 12 0.c. • • • • • •• •SPE SCHEDULe Fa# 1 -- Min. SEPARATION TO GLASS • • • SECTION 16B • •• • • • , • • • CEILING & FLOOR MOUNTING INSTALLATIONS • SECTIONS 16 SCALE : 3/8 By Miami Division ••• •. • • • • E O. � \ \\ Cont. Cont. EDGE OF ALTERNATE 5LA8 _ 8 J [ LOCATION �� //% V / / / /// / / / / / / /// II�1 LJ CONCRETE ANCHORS uI . CrINCRETE REQUIRED (SEE SCHEDULE F — E.D jI INTERIORLY REMOVABLE PANEL IOW/ — SIDEWALK BOLTS LSEE DETAIL 2) 70 -1 THRU • HOLES AT fL O 8' o.c & FASTENED AT REAR W 7/8 WING NUT 0 EVERY SIDEWALK BOLT. PRODUCE REVISED � Balding complying with the Florida Code Acceptance No O3— O7O .OZ Ex :: bon Date o 17 17 ' -08 A rr F B.C.(H.V.H.Z.) /MG4MI —DADS COUNTY ct Control JUL 0 3 2003 a o�® 1L E C o I NC. ILLY TESTING & ENGINEERING COMPANY 6595 MIL MO" n, Sta 217. MOM CAIN FL 33166 Pawn : (305)871 -1530 Far • ()05)6)1 -1371 E5- 00 WALTER A. TILLIT Jr. P. E. FLORIDA Lk. J 44167 0.050 SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WES7RQ40S DRIVE RMERA BEACH. FL 33407 _v. lb O.D 01-056 7/S/D3 3 a>o ossaswa MS .45 SHOWN SCALE 7/2/03 DATE 03 -141 DRAWING Nc SHEET 8 of f5 -.r Max. 1 Min. 1/4" Max. GAP (WHO) (WHOLE) BUT NOTCHED EA CORNER BOTTOM AS .SHOWN. SECTION B -B SCALE : 1/8' = 1 • 14B/6, 15,16B/7 1/4 -20x1' £S SIDEWALK BOLTS. SEE DETAILS 2/7, 2/15. 14B/6, 15,168/7 CONCRETE ANCHORS (SEE SCHEDULE) 14A/6, 15,16A/7 14A/6, 15,16A/7 1/4" Max. GAF INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION Y SCALE : 1/8" = 1 • 3' Max. 1 Min. • INTERIORLY REMOVABLE PANEL OW/ SIDEWALK BOLTS (SEE DETAILS 2/7. 2/14) CONNECTED TO 0 TTIRU 5/8 "m HOLES AT ©O 6' 0.0 & FASTENED AT REAR W/7/8'0x3/32' WING NUT 0 EVERY SIDEWALK BOLT. u, • • •.• • • • •. • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • • ••• • • • • • • •• • • •. • • • • ••• • • . • • • • • • • • : • • • • • • • • • • • • • • • • • • - • • • • • . • • • • • • • • • . • • • • • • • .• • •• • • • • • • • • • .. • • • • • • .• •• PRODUCT REVISED as complying with the Florida Balding Code Acceptance No - . • • 0 Z Es don Date 0 • c8 By Miami Division Induct Control F.B.0 (H V.H.Z.) /MIAMI -DARE COUNTY MAXIMUM DESIGN PRESSURE RATING . W (p..f) • • • • • Atax. 'ANEL L6M6t71 • L (ft.) (SEE SECTIONS) _ • • • • • MI NIMUM SEPARATION TO CLASS _ APPU�.E TO SECTION & ANY COMBIN417ON OF ?ITEM +65.0, ,.- -77.0 _ • 8 PR: • _ ' • ' •2 • 1 /4 • ' . • 1 7HRU 8 +654 -77.0 9? •0' P- R LAS • • • 3 11/16' 1 77IRU 8 +65.0, —72.0 9'-0" OR LESS 3 1/2' 11 +62.0, —73.3 10' -0" OR LESS .3 7/8' 2, 6, 7 & 8 +63.5. — 63.5 9' -0` OR LESS 3 1/2' 9, 14. 10 +65.0, —65.0 9' -0' OR LESS .3 1/2' 12, 15, 16 +63.5, —63.5 - 9' -0" OR LESS 3 3/4' 13 2'x4 X1/8' 3105 —H14 OR 6053 -73 ALLOY Cont. Aden. ANGLE CASE A (Plan) SCALL 1/4' = 1' OR CONCRETE BLOCK WALL REOURED 1/4'1 BOLT 4ir4it072' 0 24' cm 3105 -1114 WAPICKNUT OR 6063 -T6 ALLOY ConL CASE B (Plan) '�`' "' SCALE: 1/4' = 1` CONCRETE ANCHORS 'O 12' 0.C. • 2'x3'x.093' 3105 H -14 OR 6063 —T6 ALLOY Cont. Alum. ANGLE WITH ANCHORS O 12' O.C. END CLOSURES DETAILS 2 .1/4- CAP CASE D (Plan)" SCALE: 1/4' = 1 CASE C (Plan) SCALE: 1/4' = 1' POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED JUL 0 3 2003 MUM DESIGN PRE /Mr:1i C INC. \ fLLfT TESTING d ENGINEERING COMPANY I( 3Cth. 5 n7 v5xsM 33166 F c,,. . (3m 50. Far : (305 1531 E73- 0006719 1y TV? A. 71LLIT Jr. P. �® flORIDA LIc. J 44167 Ant w s 00011rr4r OLD or-ra6 2'i • • • • • • CORRESPONDING MAXIMUM.:PM.NkL :L VGTH 1 " SCHEDULE • •• • • • ••• • • • •• ' • • • • 0.050" SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WE37ROADS OWE RIVIERA BEAM FL 33407 tor 7 r PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No 03— o7 07.0 Z. Exp don Date 6: 151 - -8 F.B.0 LV.H.Z.) /MIAMI —DADE COUNTY •rS a AND as AS SHOWN SCALE 7/2/03 DATE 03 -141 DRAWING No SHEE( 9 OF 15 s Raw* ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE FOR E . D LESS THAN 3 1/2 ; REDUcE ANCHOR SfAC1NG BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS /E1. E A FOR CALK-IN ANCHORS IS 2 1/27 FOR THIS OPERATION 70 BE POS/BLE REDUCED SPACING OBTAINED USING FACTOR SHALL N0T BE LESS THAN IMAM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. • IMXIMUM A! SPAt7N0 FOR E. 0.. 3 1/i's • • • p REGU*AR TAPCOt( 410 5.5. TAPCON, CRE7E -FLEX S54. IA441C RAILING, PANEUM E OR PANELMATE PLUS. • .• •....• y� •t ry '• • •••• • wawa tE9G7t LOAD NUNUNS R W . CRETE -FLEX SS/ 7A MC MOM OVX-9I OF TAP- PMff/YA7FS ro T PANELWIE CONCRETE PLUS 410 5,A TAPCON 11 (P.&G) IV O1 IE Iv MASONRY ro CQ 7E TO A sa turY 70 CO NCR IE TO ro COM TO AR SON & TO CONCRLIF TO AMO RY ro COMdfETE TO 1M5ma ro CONCRETE ro 1.51 8" 'N /A .N/A N/A 4' • 8' N/A 5 N/A ' 3 1 /2' N/A . N/A • •. N/A WA '0 12' 8' N/A N/A 12' 10' 12' 12' 12' 8' 11' 71' 12' 12' N/A A(// 12' N/A N/A N/A • 12' N/A 12' N/A 12' N/A 11' N/A N/A N/A N/A N/.4 • • • 12' 8' ' ' N/A N/A 12' 10' 12" 12' 12' 6' 11' 11' 12' 12' N/A W 12' A(/A N/A ' N/A , 12' N/A 12' N/A 12' N/A 17' N/A N/A N/A N/A Af +12' 8' N/A • WA 12' • 10' 12' 12' • 12' 8' 11' . 11' 12' 12' N/A 12' N/A WA • N/A 12' N/A 12' N/A 12' N/A 71' N/A N/A .• N/A N/A N/ 12' a' N/A N/A 12' 10' 12' 12' 12' • 8' 17' 11' , 12' 12' N/A N/ 72' • N/A N/A N/A 12' N/A 12' N/A 12' N/A 11' WA N/A N/A N/A AI/. 12' 8' N/A . N/A 12" 10' 12' 12' 12' 8' 11' 11' 12' 12' N/A M/, 5 morrow 11' • N/A 12' N/A 7 1/2' N/A 11 1/2' A(/A 8 1/2' N/A 12' ' N/A 12' N/A 12' N/ 8I) +634 -615 '10' N/A 72' WA 6 1/2' N/A 10 1/2' N/A r N/A 12' N/A 12' N/A 77 N/ 7A WA N/A N/A • N/A WA N/A 12' - 12' 72' 6' 6' 6' 72' 12' N/A A(/ 7A) 12' N/A 72' N/A WA WA 12' N/A 77 .4 N/A 12' i N/A 12' WA 12' N/. 12' • 8' 12' 12' WA • WA 12' 12' N/A N/A 12' 11' 1 12 - 9' 12' 16 WA N/A N/A N/A N/A N/A 12' 8' N/A N/A 12' 6' 12' 6' N/A N/ 12' 7 1/2' 12' 12' N/A N/A 72' 10 1/2' N/A N/A 12' 10' 12' 8 1/2' 12' 9 I) WA - N/A N/A • N/A' N/A WA N/A N/A N/A N/A 12' 11' N/A N/A N/A N/ WA , N/A • N/A WA WA . N/A N/A N/A N/A N/A 12' 6' WA N/A 1 N/A WA M) 72' N/A • 12' N/A N/A N/A 12' 7/A N/A N/A 12' N/A 12' . • N/A 12" AG 12' • 8' 12' 12' N/A N/A 12' 12' N/A N/A 12' 11' 12' 9' 72' 11 Y) '. N/A 12' WA N/A N/A 12' N/A N/A • N/A 12' WA 12' N/A 72' 74 11' 14 /A 12' N/A N/A N/A 71 1/2' N/A N/A N/A •12' N/A 72' N/A 12' N/ I4) 12' N/A 12' N/A A1/A WA 12' WA WA N/A 12' N/A • 12' N/A 12' Ab 11' N/A 72' 7/A N/A N/A 11 1/2' N/A N/A N/A 12' N/A 12' 7V/A 72' A(, 15 03077724 12' N/A 12' N/A WA N/A 12' WA WA N/A • 12' 1(/A 12' N/A 12' PI/A 16 (TOP) 11' N/A 72' N/A N/A N/A 11 1/2' WA N/A N/A 72' WA 12' N/A 12' N/A 16 (BOTTOM) +654 -65.0 6' N/A N/A N/A 6' N/A 6' N/A 6' N/A 6' N/A N/A N/A N/A WA 2 (10P) 70 10'-0' 6' • 6' 14/4 N/A . 6' 6" 6' 6' 6' 6' 6' 6' WA N/A N/A N/A 2 (BOTTOM) 8' N/A N/A N/A 6' N/A 6' N/A 6' N/A 5 1/2' N/A • N/A N/A N/A N/A 6 (TOP/BOTTOM) 9'-o" 6' • N/A N/A N/A 5 1/2' WA 6' N/A 6' N/A 4 1/2' N/A N/A N/A AI/A N/A 7 (TOW BOTTOM) N/A N/A N/A WA A/A N/A 6' 6' 6' 6' 6' 5' . AI/A no no N/A 8 (Tw /Barrow!) s Raw* ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE FOR E . D LESS THAN 3 1/2 ; REDUcE ANCHOR SfAC1NG BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS /E1. E A FOR CALK-IN ANCHORS IS 2 1/27 FOR THIS OPERATION 70 BE POS/BLE REDUCED SPACING OBTAINED USING FACTOR SHALL N0T BE LESS THAN IMAM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL EL 0. FACTOR REGU*AR TAPCOt( 410 5.5. TAPCON, CRE7E -FLEX S54. IA441C RAILING, PANEUM E OR PANELMATE PLUS. CALK -B1 t:F TAP -GRIP 3' .86 .75 1.00 2 1/2' .71 .50 .80 2' .50 - - 15'P4CING SCHEDULE FOR INSTALL„ 4TIONS IN CONCRETE AND CONCRETE BLOCK STRUCTURE ANCHORS LEG£NQ ANCHOR TYPE REGULAR TAPCOAL 410 S.S. TAPCON CRETE -FLEX 554, 7AMAC NAILING. CF TAP -GRIP. PANELM41E OR PAMELMATE PLI1. Min. l ANCHOR SPACTNS' wD' CALK-IN 2.5' IL ECOtI�t:.` 11LLIT TESTING 8 ENGINEERING COMPANY SSW MW =tit St, Ste. 117. g8G8+AA SWAM FL 33168 Phone : 003)671-14X . For : (30871 -1631 JUL a�i �} ER- 0006779 3 2003' • W FLORIDA Lk. 44167 V . • •.. • • • •,• •• •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • ••• •• • • • • •• • • • • • • • • • •• •• • • • • • • E. D. = EDGE DISTANCE . •• PRODUCT REVISED as complying with the Florida Raiding Code Acceptance Plo o3—,671:17. OQ„ Ex . don 1 ate O : [f] _ , o � IP Dy Division EASTERN METAL SUPPLY, INC 4268 WESTRLL4DS PRNE RIVERA 8EAGTI, FL 33407 act Control F.B.C.(1- LV.HZ.) /M(AM! —DARE COUNTY 0.050 SOLID BERTHA ALUMINUM STORM PANEL AS SHOWN SCALE 7/2/03 DATE 03 -141 DRAWING No versmoi OM en No 01n 81 -095 LTC 8 Aar SHEET 10 OF 15 * MA7o1W7 ANCHOR 54 A WGS ARE VALID FOR 3 1/2' EDGE DISTANCE FOR E EL LESS THAN 3 1 REDUCE ANCHOR SPACING BY MULTIPLYING SPACING 51401!94 ON SCHEDULE 87 DE FOLLOWING FACTORS. L6R. S 0. FOR CALK - 1N.ANCHORS IS 2 1/2') FOR THIS OPERATION TO FIE POSIBLE, REDUCED SPACING OBTAINED USW FACTOR SHALL NOT BE LESS THAN WARN SPAONC INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. aww&w ANCHORS SPACING FOR E Q - 3 1/2'. I ACTUAL E a APPUCAELE TO • SECTIONS Al IN . ANr • 1 WWI DESIGN Low REGULAR Pivots CRETE- -FLOC SS4 w 14 7AC MAW CALX IN . CF TAP -GRIP .75 . pA ELMATES PANEL WIE PtL6 410 S.S. TA ON W ( ) n2 CONCRETE 10 M4510NFIT To CONCRETE TO MASONRY ' 10 CONCRETE 70 AL4SOARY TO CONCRETE TO MASONRY TO CONCRETE 1C M45WWr 70 _._ .. •ro MASONRY TO CONCRETE 7a wsaNRr TO CONCRETE TO M 8' N/A , N/A N/A • 3' N/A 6' WA 3 1 / 2 ' N/A 2 1/2' N/A N/A N/A N/A N// . •••• • • ... a • • • •• 4 • • • 12' '7' N/A N/A 11' 8' 12' 10' 12 6 1/2' 9 1/2' 9 1/2" N/A N/A N/A N// 12' N/A N/A N/A 11' WA 12' WA 12' N/A 9. 1/2' WA ' WA N/A N/A N// 12' 7' N/A 11(/A 11' r 12' 10' 12' 6 1/2' 9 1/2' 9 1/2' . N/A N/A N/A N/ 1) ' 12' ' N/A N/A N/A 11' N/A 12' N/A 12' N/A 9 1/2' N/A 'N/A N/A N/A N/ 12' 7' N/A N/A 11' ' 8° 12' 10' 12' - 6 1/2' 9 1/2' 9 1/2' 1/A N/A N/A N/ ) 4454 -77.0 12' N/A N/A N/A 11' N/A 12' N/A 12' N/A 9 1/2' N/A N/A N/A N/A N/ 12' 7' N/A N/A • 11' e' 12' 10' 12' 6 1/2' 9 1/2' 9 1/2' N/A N/A N/A a1/ 1) 12' 11/A N/A N/A 11' 11(/A 12' N/A 12' 1 /A 9 1/2' N/A . N/A N/A N/A N/A 5 (IUP) 12' 5 1/2' N/A N/A 9 1/2' 6 1/2' 12" 8' 10' 5' 7 1/2' 7 1/2' 16/A N/A N/A N/A 5 (BOTTOM) 9 1/2' N/A N/A WA 6 1/?' 1j/A 10' N/A 7" 14/A 5' 4 WA WA WA N/A N/A 6 (TOP/BOTTOM) 8 1/2' . N/A N/A N/A 5 1/2' N/A 8 1 / 2 ' N/A 6' , N/A 4 1/2' N/A .N /A N/A N/A N/A 7 (TOP/BOTTOM) N/A N/A N/A N/A N/A 744 12' 6' 12' 6' 6' 6' ' N/A N/A N/A N/A 8 0OP/BOTTOM) +65.0, - 72.0 9' N/A 12" N/A N/A N/A 9 1/2' ' N/A N/A N/A 11' N/A 12' N/A 10' N/A 7 (7oP/V07TOM) N/A. N/A I4/A N/A N/A N/A 12' 6' N/A N/A 12' 6' 12' 6' N/A N/A 11 ('TOP) 9'-0' OR LESS 12' , 7 1/2' 12' 12' N/A N/A 12" 10 1/2' N/A N/A 12' 10' 12' 8 1/2' 12' 9' 11 (BOTTOM) .+112.4 -753 • 6' N/A N/A WA 6' WA 6' N/A 6" N/A 6" N/A IVA N/A 11V/A N/A 2 (10P) 6' 6' N/A N /A' 6' 6' 6' 6' 6" 6' 6' 6' • N/A N/A N/A N/A 2 MOTION) 6' N/A N/A WA 6' N/A 6' N/A 0 6' N/A 5' N/A N/A N/A N/A N/A 6 (TOP/BOTTOM) 9' -0' TO 10' -0' 6• N/A N/A N/A 5' N/A 6• WA ` 5 1/2' N/A 4' N/A N/A N/A W4 N/A 7 (1OP /607701) N/A N/A N/A N/A - N/A N/A 6' 6' 6' 6' 6` 6' N/A N/A N/A N/A 8 (TOP/BOTTOM)1 * MA7o1W7 ANCHOR 54 A WGS ARE VALID FOR 3 1/2' EDGE DISTANCE FOR E EL LESS THAN 3 1 REDUCE ANCHOR SPACING BY MULTIPLYING SPACING 51401!94 ON SCHEDULE 87 DE FOLLOWING FACTORS. L6R. S 0. FOR CALK - 1N.ANCHORS IS 2 1/2') FOR THIS OPERATION TO FIE POSIBLE, REDUCED SPACING OBTAINED USW FACTOR SHALL NOT BE LESS THAN WARN SPAONC INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E a FACTOR B M/1AR TAPCOIL 410 ss TAPcor , CRETE S54. 7,A NAC , PANW44TE OR PANELMA7E PLUS a m ; 4,1 TAP - 3' .86 .75 . 1.00 ? 1/2' .71 .50 : .80 l 2' .50 - - I MAXIMUM DESIGN PRESSURE RATING `Pr (v.s.f j AND CORRESPONDING 1 ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE�LOCK STRUCTURE'S JUL Q! 3 2003 111. T1WT TESTING & ENGINEERING COMPANY 6',799 K8: J678. 51.. 217. NR1.8WA COMM ft 37168 Phone . (34 -75sa . Fox . (0871 -1571 EB- 0006719 WALTER A. TILLTT Jr. P. E. FLORIDA Lk. ;' 44 767 AS SHOWN 0.050 SOLID BERTHA ALUMINUM STORM PANEL L SCALE EASTERN METAL SUPPLY, INC 4268 WESTRQADS D411HE RIVIERA BEACH, FL 33407 7/2/03 DATE 03-141 DRAWING Na - 2 wu .. OLD 01 -06 DAYS 7/2/69 SATE 5HEE1 11 01 15 ANCHORS LEGEND ANCHOR TYPE M(n. ANCHOR SPACING REGULAR TAPCON, 410 S.S. TAPCON CRETE -FLEX 534, 2.4MAC NAILING CF TAP-GRIP„ PANELMA1E OR PANELANTE PLUS. 3.0' •CALX -1N 4 2.3' v. • • • •• • • •• •• • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • ••• •• • • • • •• • • • • • • • • ••• •• j•• be • • :E. D. = EDGE DISTANCE PRODUCT REVISED 8' complying with the Florida Bidding Code Acceptance No 03— 0 0 • 0 7 Ezpi - don Date 6; 67 - led Control By Miami Division F.B.C.(H.V.H.Z.)/MIAMI —DADE COUNTY J. ALTERNATIVE 3 JUL .y 3' 2003 1 7E1iNC . \ TILUl TESTING & ENGINEERING COMPANY 1035 /let J6O. M. S.. 217. WHOM CARROJA 11 =166 Peon. ; (JQ61B71 - moo im • (3O )871 - 1831 EB- 0006719 WALTER A. •72LTT Jr. F. E. FLORIDA Lic. 44167 0.050 SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 Ng37RQADS DRIVE RMER4 BFAQI, FL 33407 Rom •rsRIPUM amr OLD Of - 036 wx w HBO• AS SHDWN SCALE 7/2/03 DATE 03 -141 DRAWING No SHEET 12 OF 15 IV! aria a I MOD 1 I REQUIRED TO MASS 1 ALTERNATIVE 1 .ALTERNATIVE 2 sEr amass &E I SOWIMI07I 70 MASS 1 '1-20 SS W/ " woo o a 1/41x3 LONG LAG SCREWS 0 6 O.C. W/ 1 27 132 MMIn. PENETRATION 70' WOOD Cont. Cant 7/17'.x3/32" WING NUT 0 EL2�a� • Cant /4'1x3" LAG SCREWS 0 6" O.C. W/ 1 27/32' Alin. PENETRATION 0 MI)W1D7H OF PIAIE. /4 LAG SCREWS 0 6 0.C. W/ 1 27/32° Min. PENETRATION MOWN OF PLATE 1 REWIRED LAG SCREW 0 6 0.C. W 1 27/32" Min. PENETRATION TO DUSTING WOOD HEADER. Mn. SERWMON ALTERNATIVE 4 Cont. 6063 -75 T TUBE (Cant.) (2)1/4 1x4" LAG SCREWS 0 EACH STUD (MwW1D171 OF STUD, 2' Min. NOMINAL) AND W/ 2" Min. PENETRATION INTO EXISTING STUD. NOTE FOR COMBINATION OF SECTIONS; WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I WOOD HEADER REQUIRED 1 SE S17tED11E Fare 1 F---- T TO !AAsss ALTERNATIVE 5 1 /41xJ' LONG LAG SCREWS 0 6" 0.C. W/ 1 27/32• Min. PENETRATION 7O fXIS77NG WOOD HEADER Cont. ALTERNATIVE 6 1/411-20 SS 7/8'1x3/32 O 2NC SCREWS 0 o.c. W/ 1 27/3r Wm. PENEIR4 0 MIDDIWOIH OF PLATE TION WALL MOUNTING INSTALLATIONS SECTIONS A NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, -72.0 psf AND PANEL'S LENGTHS UP TO 9' -0° EXCEPT AS NOTED. 2. NEW 2 x 6" P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 X M. At C. W/ SP£C/F1C DENSITY OF 0.55. .3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SP£CIF1C DENSITY OF 0.55 OR EQUAL SCALE : 1/4 = 1" v . 1 � L SEE SfE'DULE FOR -- Mk SEPARATION TO GLASS 1/4'003' LONG LAG SCISEWS• • :' 0 r D.C. W/ 1 27/12"%64 • PENETRATION 70 EXISTING • • WOOD HEADER. • • • •• • • Con ALTERNATIVE 7 1/4"0-20 / r � • 12'0.C. W•' b• i • • • • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS • • • • • • • k -• ••• O • • • • • • • •� • • •W009•HEADER I REOUItED A sa SCHEDULE FOR Min. 1 T GLA SS 1 rua uu. x .014' LONG BRASS BUSHING W/ 1/4 "0 -20x1 s S.M.S. 0 12' 0.C. FOR SPANS UP TO 5' —S' AND 0 6" 0.C. FOR SPANS UP TO 9=-0" Max. OR 1/411 -20 ELCO male female PANELMA 0 12" D.C. W 1 7/r Min. PENETRR710N 'FOR SPAN UP TO 9=0'. a • M IDWAD7H OF PLATE ALTERNATIVE 8 433' 0.0. x 634" LONG BRASS B USHING W/ 1/4'0 -20u2' 54 S:MM.5. 0 12" 0.C. FOR SPANS UP 70 5 AND O 6' 0.0 FOR SPANS UP TO 9'-0' Max. OR 1/4'1 -20 ELCO PAAELMATE 0 main/female 0.C. 1 7/8- MITI. PENETRAMAI FOR SPANS UP 70 9=-0'. PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No03 - 0 Ea 'on Date By Miami r : , , uct Control Division F.B.C(H.V.H.Z.) /MIAMI -DADS. COUNTY 1 NOTES; 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, -72.0 psf AND PANEL'S LENGTHS UP TO 9'-e, EXCEPT AS NOTED. 2. NEW 2' x 6' P. T. TO BE SOUTHERN. PINE No. 2, SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. • JUL 0 3 2003 /1 tr6c. \ TILLJT TESTING * ENGINEERING COMPANY MSS HZ Jai. St, Ste. 2t7. IOWA GROOS. R 3 31• 8 PAwm r (304 )171.-111.10 . Fax : (25)an -1671 EB- 0006719 FLORI04 Lu J 44 67 EASTERN METAL SUPPLY, INC 4268 WES7Ra4OS DRIVE RIVIERA . BEACIi FL 33407 1 0.050' SOLID BERTHA ALUMINUM STORM PANEL =arm wo at-C611 M,.& 2 04N 1•X •r 7/`x!/ . 3 AS SHOWN SCALE 7/x/03 DATE 03 -141 01640180 No NOS SHEET 13 OF 15 0 24 ac. REQUIRED f • 6' �.}.� c.c., 1 To cuss ALTERNATIVE 9A 1 I EVERY Nun _ 12' 0.C, 1• 1/4"06t1 1/2' LAG SCREWS 0 6' QC. ALTERNATIVE 9 er8' WOOD DECK REQUIRED A WED) 1'x4 ir1 /B Min. (6063+ -73) Alum. TUBE W/ (2)5/16 LAG SCREWS 70 EACH JOIST. LOCATE SCREW AT ANDIRON OF DUSTING WOOD MEMBER (2' Min. NOMIN4L WOOD W/ • PENETRATION. CEILING & FLOOR MOUNTING INSTALLATIONS SCALE : 1/4' = 1' .1101f-FOR. C0MBINA170N OF SEC770NS_ WALL,/ FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY 10 SUIT ANY INSTALL.ATIOAL 1 - St'E SC/lfou�E IQW ID GLASS ALTERNATIVE 10 1/46x1 1/e LAG SCREWS 0 6' 0.C. ALTERNATIVE 11 �- ' Min. (6063 -T5) Aloe. TUBE W/ (2)5/16%4' LAG SCREWS TO EACH JOIST. LOCATE SCREW AT 1tIDIWDTH OF DOSING WOOD MEMBER (2' Athn. W ) r Min. PENETRATION. 2 x6' WOOD DECK REQUIRED SOWED) { 1 v. /41Nt3' LAG SCREWS 0 6' aC W/ 1 27/32' Mn. PENETRATION 0 M/DWIDTH OF PLATE ALTERNATIVE 12 * * VALID FOR Max. +63.5, —63.5 psf. 1/4"0-20 S.S. MIS 7/8'.x3/32' WING NUT • If 0.0. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS • • • •..• •• • • • ..• • • • • • • • • • • • • ••• • • • • ••• • • • • • • . • • . • • • • • • • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • •• •• • • • • • •• • • • • • ••• •• • • • • • ••• WALL MOUNTING INSTALLATION SCALE : 1/4' = 1' ALTERNATIVE 14 NW 0 EVERY S7UD 12' QC Cent. 1/411x3" LAG SCREWS 0 6' 0.. W/ 1 27/32' Min. PENE71Z4770N 0 MIDWIDTH OF PLATE. PRODUCT REVISED as complying with the Florida �t NoO3-o7o7•o Expiration Dale O 8 By i Dad Division act Control F.B.C.N.V.N.7.) /MIAMI - DADE COUNTY avid 0 fIL�E C 0 INC. TILUT TESTRNs * ENGINEERING COMPANY 8999 At*k 78Th. NSt.,, Sb. 277. YEGINi4 GARS fl 3318@ Pitons : ()0.9)877 -1937 . Pm' : 0049671-1931 ER- 0006115 WALTER A. 7IL.LUT Jr. P. E FLORIDA Lk. 44167 0.050' SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WESTRO4OS PEWS RIVIERA 814, FL 33407 AS SHOWN SCALE 7/2/03 DATE 03 -141 eeanr DRAWING No - SHEET 14 OF 15 • 1/4'1x1 1/2' S.S. LAG SCREW O 4" A.C. T SEE SOEDLLE FOR TO� t ALTERNATE LEG LOCRIO N 2xr MOOD DECK RECLINED � FINISH O AL, ERNATIVE 15 1 1/4"0x1 1/2' SCREWS O6 "0:0. 4'x8' (Mirk) EXI7S7TNG WOOD &AM REQUIRED. STRUCTURAL ADEQUACY OF DUSTING WOOD 9Ei4M TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR 70 SHUTTER' INSTALLATION. Cont. 3 1 ALTERNATIVE 16 * A CEILING & FLOOR MOUNTING INSTALLATIONS SCALE : 1/4' _ .1' WOOD HEADER REQUIRED EXISTING 2114' STUDS 0 15" ac. Moz RED' write Etter male PAI4ELMATE MIS ANCHORS O 6' O:0. 70 DOSING PLYWOOD • N07E FOR COMQN.4170N c SECTLONS WALL/FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT AM' INSTALLATION. 11 11 11 1 11 11 .NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, —65.0 psf AND PANEL'S LENGTHS UP TO 9' -0 ", EXCEPT AS NOTED. 2. NEW 2" x 6" P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 X M. AL C. W/ SPECIFIC DENSITY OF 0.55. 3 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. EXISTING STEEL ANGLE TIPPED SEE SCHEDULE FOR Min. SEPARATION TO GLASS vor ia; 441 I It " 4,7' re- Ani �• 1 �' WOOD DATE 1 7/8' IMrr. PENETRATION DOSING BRICK SILL DOSTING Min. 1/2' PLYWOOD TO SIUMS )AS/ FASTENING SECTION 2909 OF THE SOUTH FL BUILDING COQ ALTERNATIVE 17 * * VALID FOR Max. +63.5, —63.5 psf. EXISTING estac SILL BUILD —OUT INSTALLATION SCALE: 1/4 "== 1" ESC ?WNW AS APPLWARE ,: •, "wV u{.V II PM P mB MA IYA ANC HORS 0 12" O.C. i32 1/4'/- 20e3/4' BOLTS W/ 7/872/32' WING NUT 0 12" 0.G Division FOR Mk SEPARATION TO GLASS ALTERNATIVE 18A * PRODUCT REVISED as complyhm with the Florida Ridding Code Acceptance No03 -07o - o 2 lion Date - J INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS JUL 0 3 2003 • . 1/4'Ir3" LONG LAG SCREWS 0 6' O.C. W/ 1 27/32' • Alin. PEN • : • • TO EX7577NG WOOD it • • • • • HEADER. • • • • • • • • • • • • ••• • • •• • ••. • ••• ••• •• Cont. •• • • • • • 1-20 SS TS 7/8'0x3 /31 YANG a 0 /4 1x3' LAG SCREWS • 6' O.L. W/ 1 27/32' Min. PENETRATION O M!DWIXTH OF PLATE. • .• •. • • ••• • • • • • • • • •• • • • •-• FOR Min. SEPARATION TO GLASS 1/4'r x3' LONG LAG SCREWS O 6' 0.C. W/ 1 2732' Mn PENETRATION WOOD aznNa HEADER. WALL MOUNTING INSTALLATIONS SECTIONS 1. * VALID FOR Max. +63.5, —63.5 psf. SCALE : 1/4" = 1' Cont. 4 43+ -20 S.5. >i TS W/ 7/816x3/32" WING NUT 0 12' O.C. /elate LAG SCREWS 0 6' a0. Nr/ 1 27/32' Min. PENETRATION ® MIDN'10TH OF PLATE INTERIORLY REMOVABLE PANEL() W/ SIDEWALK BOLTS OM DETAIL 2) TO QV THRU 5/8'1 HOLES AT 0 6' O.0 & FASTENED AT REAR W 7/8'1x3/32' il7NG NUT 0 EVERY ALTERNATIVE 188 * SIDEWALK ALT I n S LLA lO S VALID OR 'ANELS Q _ ' JOT L WITH INTERIORLY REMOVABLE PANELS 10 F.B.C.(H.V.HZ.) /MIAMI —DADE COUNTY 1/4'/x1 1/2' S.S. LAG SCREW• 4" ac. SEE S£ A FOR Mk , . I Cost LIES' 1/4`/x1 1/2' LAG SCREW • 6- ac Cont. • lie 1x3/32 M1'JG NUT 0 EVERY STUD 0 12' Oc • Lzi 27x6' WOOD D=11 R6 .mo 1/4" HOLE a 6' O. • DET4L 2 — Iy§7ALlAYJQJ( OF 1/ 4'x 1 SIOEWAILDQUS 0 REMOVABLE- PANS SCALE: 1" 1' LAG - SCREW 0 4' O.C. 4'x6' (Mtn.) COSTING • WOOD BEAU REQUIRED. STRUCTURAL ADEQUACY OF COSTING WOOD BEAM 712 EC CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR 70 SHUTTER INSTALLATION. +) ALTERNATIVE 19A ALTERNATIVE 198 CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 19 SCALE : 1/4 = 1" NOTES; y - ALI LKNAIIVELY, TRACK CAD MAY BE ATTACHED TO HOLLOW CEILING AS PER DETAILS SHOWN ON ALTERNATIVE 9A, SHEET 13 OF 15. HOLES AT AT REAR W NOTE FOR COMBINATION OF SEC710NS; FLOOR/CEIUNG MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT. ANY INSTALLATION. 1/4'0 x 1 1/2' SS. LAG SCREW • 4 0:C. FOR Mln. TO t I. 1 r 1 ALTERNATE I VLEG ii 1N3DVCRLY &/ABLE PANELQI W/ SIDEWALK BOLTS AOC DETAIL 2) CON RVEf7ED TO qp THRU 5/8". 1 /4'01 1/2" LAG 0 6' ac & FASTENED SCREWS 0 6' 0.C. 7/6 WOG NUT 0 EVERY SIDEWALK BOLT. 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP 10 +654 -65.0 psf AND PANEL'S LENGTHS UP TO 9' -0 ". 2. NEW 2 x 6" P. T. TO BE SOUTHERN PINE No. 2, SURFACED ' DRY WITh 19 X M. M. C. W/ SPECIFIC DENSITY OF 0 55 3. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOOTHER, PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS • 7/B "x3/32' WING NUT 0 EVERY STUD • 12' ac. • LAG SCREW 0 4" O.0 4'x8` (Min.) CONING • • • • WOOD BEAM REOQ* • • • • STRUCTURAL ADEQUACY: : : •: OF COSTING KE�• ••• • • BEAM TO BE C BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALL4i/6N. � - ) • • .� • •• • • • • • • • • • • • • • • • • • • • • • • ••• • rag" WOOD DECK I1LlE INC. \ TILLJT TESTING & ENGINEERING COMPANY •59$ RW. Sith, 2, SL. 217. WR+lsW woos to S3188 Pima : ( -tam Far • (300171-15St EB- 0006719 WALTER A 11LLIT Jr. P. E FLORIDA Lk. 44167 =3I • • • •• • •. • • • • • SEE SCHEDULE FOR Mtn. SEPARATION TO GLASS mammy REMOVABLE PANET.Q1 W/ SIDEWALK BOLTS EE' DETAIL 2) CON TO j( 1 THRU 5/6'1 HOLES AT o 6 ac & FASTENED AT REAR W 7/6'1x3/32 WING NUT 0 EERY SIDEWAUC BOLT. Cont. ALTERNATE LEG LOCATION ,ALTERNATIVE 20A ALTERNATIVE 208 CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 20 SCALE : t /4" = I" 0.050" SOLID BERTHA ALUMINUM STORM PANEL • • • • • • • • • EASTERN METAL SUPPLY, INC 422 WESTRG4DS DRIVE RIVIERA BEAC4 FL 33407 DOGWOODS OLD 01 -0 1Z0 wu i/a/w DETAIL. 2 7/6 "/x3/32 WING NUT • 0 12 0.0 4n: Mr 3 4 By N and Division /4'01 1/2' LtG SCREW 0 .6 0.G r x6 - wow DECN RITMO PRODUCT REVISED as complying with the Florida Belding Code Acceptance No 03 Ex n Date roduct Control F.B.C.(H.V.H2.) /MIAMI -DAD.E COUNTY � 0 9 AS SHOWN SCALE 7/2/03 DATE 03 -141 DRAWING Ha SNOT 15 OT t.5