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40 NE 98 St (4)Date Legal Description Historically Designated: Yes No // J / - /Z– Master Permit # / Tenant Owner's Address Doti 9t 5 Contracting Co ()&f95 4) Qualifier //1W fr j State # Square Ft .5/ Si /_ p PERMIT APPLICATION FOR MIAMI SHORES VILLAGE / ' ic'gob • Address �� //erg ! Q e - Tax Folio i/ �� //� /�� 9 APPROVED: Zoning Mechanical FEES: PERMIT Municipal # Architect/Enginee /! / Bonding Company Mortgagor Address Permit Type (circle one). UILDIN LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION „AT) , e , - ( 4 A 3 - WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contr for o do the work stated. ondo President Date 4,7,--./P''---'4 8/C) Notary as to Owner and/or Condo President Date My Commi es: `',. , s OFFICIAL SEAL * • : i MARISKA MONTEVERDr �i {II r r P CC# 640622 ' % - o S t� °. Mt Ccmrn. Ex ;.,-- ".91..,.. . Phone Estimated Cost (value) Signature of Contractor or Owner - Builder Notary as to Contractor or Owner- Builder My s ' n xpires: • ilk %14. R O � F y A bin OFFICIAL SEAL • CC# 640622 r r OF f tV MV COMM. ExPires 4-21 -2001 4 /73/9- Address F502) %(X1J 9a S SS# Competency # 3 Ins. Co. Address Address -<//--"")°""' Date Date OFFICIAL SEAL / MOMEVERDE C.C.F. / ' 0 b NOTARY BOND ;C# 640622 2a Ernkp.; F_ •, TOTAL DUE, 7/ B8 JUN 28 12:5 PH 11* Building Electrical Plumbing Engineering PERMITTING LAYOUT SHEET H.A.G. = 0 N • SP18 97 -0205.01 1P20 98- 0915.03 40 .050 BERTHA 98- 0817.16 • MEGA 97-061203 RU 40MM 97- 0912.05 6.8 99-4621.05 HOMESHIELD 97- 0212.08 0 Address vo Air 98 O n/- w t kr doul O N I y Po SP 97-0415.04 ECONO 98-07.02 IMPACT 97- 0819.02 RU 63MM 97- 1202.03 BERMUDA 98- 0720 -01 /N ;A4r;, Sly Ott cs FI' 35/38 No No 8400 N.W. 96th St. Miami, Fl. 33166 (305) 884 -1128 N CustomerL - /zA aETN E.AITLE2 Folic # Cpr9 Product Eco-vo Mean Roof Height Date 6 - 7 - 00 Color w opening Size W x H tzr Total Sq.Ft. Salenn tv �A��c Sq. Ft 31 Draw by Sheet# 2 of / 31 MEAN ROOF HEIGHT (h) NON COASTAL ZONES COASTAL ZONES EDGE ZONE (ZONE 7) END ZONE (ZONE 6) INTERIOR ZONE (ZONE 5) EDGE ZONE (ZONE 7) END ZONE (ZONE 6) INTERIOR ZONE (ZONE 5) >60' -70' 116.5 86.8 57.2 153.1 114.1 75.1 >70' -80' 121.2 90.3 59.5 156.8 116.9 77.0 >80' -90' 125.8 93.8 61.8 160.6 119.7 78.8 >90' -100' 129.6 96.6 63.6 164.4 122.5 80.7 >100'-120' 1.56.2 101.5 88.9 170.0 126.7 83.4 >120'-140' 142.8 106.5 70.1 175.6 130.9 86.2 >140'-160' 148.4 110.6 72.9 180.3 134.3 88.5 > I60' -180' 153.1 114.1 75.1 185.0 137.9 90.8 >180'-200' 157.8 117.6 77.5 188.0 140.7 92.7 >200' -250' 168.1 125.3 82.5 197.2 147.0 96.8 >250' -300' 176.6 131.6 86.7 204.7 152.6 100.5 >300 -350' 185.0 137.9 90.8 271.3 157.5 103.7 >350' -400' 192.5 143.5 94.5 216.9 161.3 108.7 >400' -450' 199.8 148.9 98.1 221.6 165.2 108.8 >450' - 500' 204.7 152.6 100.5 226.J 168.7 111.1 MEAN HEI (h) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA = 10 F72.) COASTAL & 14014 COASTAL ZONES (TRIBUTARY AREA = 20 F72.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA = JO F72.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA = 40 FT2.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA = 50 FT2.) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) 0' -15' 61.5 47.8 57.7 45.8 55.5 44.8 53.3 43.9 51.1 42.9 >15 20' 66.9 52.0 62.7 49.8 60.4 48.8 58.0 47.7 5.5.6 46.7 >20' -25' 71.5 55.6 67.0 53.2 64.5 52.1 62.0 51.0 59.4 49.9 >25' -30' 75.3 58.6 70.7 56.1 68.0 54.9 65.3 53.8 62.6 52.6 >30' -40' 81.5 614 76.4 80.7 73.5 59.4 70.6 58.1 67.7 56.9 >40' -50' 86.8 67.5 81.5 64.7 78.4 513 75.J 62.0 72.2 60.6 >50' -60' 91.4 71.1 858 68.7 82.5 66.7 79.3 65.3 76.0 63.8 DETERMINATION OF POSITIVE PRESSURES BASED ON NEGATIVES SHOWN ON CHART (o) FOR BUILDING WITH MEAN ROOF HEIGHT EQUAL OR LESS THAN 60 FEET : FOR END ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.80 7D OBTAIN MAXIMUM POSITIVE PRESSURES. FOR INTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.94 70 OBTAIN MAXIMUM POSITIVE PRESSURES. (b) FOR BUILD /NC WITH MEAN ROOF HEIGHT GREATER THAN 60 FEET: FOR EDGE ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.50 7O OBTAIN MAXIMUM POSITIVE PRESSURES. FOR END ZONES : MULT /PLY NEGATIVE PRESSURES BY 0.66 7O OBTAIN MAXIMUM POSITIVE PRESSURES FOR INTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES BY 1.00 7D OBTAIN MAXIMUM POSITIVE PRESSURES. b BUILDING'S MEAN ROOF HEIGHT VS NEGATIVE DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) MEAN ROOF HEIGHT EQUAL OR LESS THAN 60 FEET APARTMENT BUILDINGS, RESIDENTIAL HOMES & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) BUILDING'S MEAN ROOF HEIGHT VS DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) MEAN ROOF HEIGHT GREATER THAN 60 FEET APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) TRIBUTARY AREA : WINDOW OR 0001? 01? SHUTTER AREA (AT) AS APPUC4BLE EXCEPT THAT FOR FREE STANDING STORM PANELS (AT) = PANEL SPAN (R) x PANEL SPAN (f1) 3 NOTES : • PROFESSIONAL ENGINEERS SIGNATURE AND SEAL INDICATED ON THIS DRAWING ARE ONLY APPLICABLE TO GENERIC WIND LOAD CHARTS BASED ON A.S.C.E. 7 -88/93 SECTION 6, REQUIREMENTS FOR A FASIEs! WIND SPEED OF 110 m.p.h. & 1.05 IMPORTANCE FACTOR. SPECIFIC WIND LOADS MARKED OR HIGH LIGHTED ON THIS GENERIC CHART BY THE CONTRACTOR FOR AN SPECIFIC JOB, AT THE TIME FOR APPLYING FOR A PERMIT, AND DETERMINED BASED ON AN SPECIFIC MEAN ROOF HEIGHT, W7ND EXPOSURE, AS WELL AS EDGE, END OR INTERIOR ZONE, HAVE NOT BEEN ANALYZED BY THIS ENGINEER NOR THEY ARE BEING CERTIFIED BY THIS ENGINEER. SHOULD THIS CONDITION NOT THE ACCEPTABLE BY THE BUILDING OFFICIAL. THEN THIS SIGNED AND SEALED GENERIC WIND CHART SHALL NOT BE USED TO OBTAIN ANY PERMIT WHERE SPECIFIC DESIGN WIND LOADS ARE REQUIRED TO BE CERTIFIED BY A PROFESSIONAL ENGINEER. WIND LOAD SCHEDULES ASCE 7 -88/93 BASIC WIND SPEED = 110 m.p.h. COEIMI COMM NZ IR . DADE COUNTY AS SON SCALE 5/17/95 LMEE 04491116 74. SHEET 1 Of 1 Sincerely, 1 d • rews ••es' om Llerena Vice - President, Sales ROBINSON & SONS SHUTTER CO. 8400 N.W. 96th. STREET, MIAMI, FLORIDA, 33166 DADE 884 -1128 • BROWARD 525 -4977 • Fax 884 -1007 TOLL FREE 800 -626 -8173 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM BUILDING OFFICIAL: We are the Dade County Notice of Acceptance Holder for ECONO ACCORDION SHUTTER under number 98- 0722.02. This letter authorizes Robinson & Sons Shutter Co. to use our ECONO ACCORDION SHUTTER approved under number 98- 0722.02 to be used at the following job. OWNER: zo6P, -� git/�° ADDRESS: -/- A/c 9 8"S 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. 1 . PRODUCT CONTROL NOTICE OF ACCEPTANCE Robinson & Sons Shutter Compa 8400 N.W. 96 Street Miami, FL 33166 Approved: 08/25/98 Internet mail address: postmaster @buildingcodeonlIne.com -I- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 14 0 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: ASSA/Econonry Accordion Shutter under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Mater Types of Construction, and completely described in the plans, specifications and calculations a tats and Applicant, along with drawings prepared by Walter A. Tillit, Jr., P.E. and test reports s submitted by: prepared by American Test Lab of South Florida has been recommended for acceptance by the Building Code Compliance office to be used e Standard County, Florida under the specific conditions set forth on pages 2 et. seq. and the in Conditions on pag 3. Conditions This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from ajobsitc or manufacturer's plant I r quality control testing. If this product or material fails to perform in the approved manner, the I Code o Compliance Office may revoke, nrodify , or suspend the use of such product or material immediately. applicant shall re- evaluate this product or material should any arnmendments to the South Floid B - The Code be enacted affecting this product or material. The Building o 3 llcfing the right to revoke this approval, it - it is determined by the Building Code Compliance ancee Office that Code the product or material fails to meet the requirements of the South Florida Building se ts b Code such testing will be incurred by the manufacturer. . The expense of Acceptance No.: 98-0722.02 Expires:10 /17/01 Raul Rod iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CRAL BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. <cic s ganger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Robinson & Sons Shutter Company t. ACCEPTANCE No. : 98-0722.02 APPROVED .I!`. 2 5 1998 EXPIRES October 17, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the notice of Acceptance No. 98- 0421.05, which was issued on June 2, 1998. It approves an aluminum accordion type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - 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 approved drawings. 2. PRODUCT DESCRIPTION The aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -73, titled "ASSA/Economy Accordion Shutter, - prepared by Tilteco Inc., dated April 6, 1998, sheets I through 9 of 9, bearing the Miami-Dade County Product Control Approval stamp and renewal stamp, each with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all time. 4. INSTALLATION The aluminum accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LAI3ELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 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 of Acceptance, clearly marked to show the components selected for the proposed 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 -felmy iY. Makar, P.E.- Product Control Examiner Product Control Division Robinson & Sons Shutter Company APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. 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 specifically 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 evaluation 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. Any revision or change in the materials. use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 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. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE ACCEPTANCE No.: 98- 0722.02 2 5 1998 October 17, 2001 Helmy - A. aka r, P.E.- Product Control Examiner Product Control Division -3- T I�. •.531 •.655 HEADER -WALL MOUNT. ED SILL -WALL MOUNT. (INVERTED USE) ;CALE: 3/8 = 1 -3.234 . 75' - 1 - q) 180 STARTER SG.LE: 3/6' = 1_1.9 .210' .904 580' © SILL SCALE: 3/8 = 1' 0 075 °' MALE LOCK SLAT `:CALF:: 3/5 = (.582" SILL SCALE: 3/8" = 1 FEMALE /FEMALE ECONO BLADE SCALI. 3/8 - 1 HEADERS -WALL MOUNT. SCALE: 3/8" = 1 4S2 �) 90 STARTER SCALE 3/8 = 1• tl 2.276 20.7! •.ssd o FEMALE LOCK SLAT SCALE: 3/8 = 3.155 3.031 N 06T Typ © SILL BOTTOM ( ADAPTER STALE 3/03 = I" HEADERS -WALL MOUNT. © HEADER CEILING MOUNT. { O LOUVER BLADE SG+LE 3/8 - T' COMPONENTS SCALE: 3/8" = 1 A.29S L II �1. FRONT CLLVATIDN OUTSIDE LOCKER # 1 S'.'ALE 3/83 = 1" ® SILL BOTTOM ADAPTER II L 3. SCALE: 3/8 = 1/4" • - 20 5 S THum0sc;n:wS 1.eTr }- t.3,r� L 679 . 61 1 _ 1.37r� 1.124 2.000" SCALE: 3/8" = 1" 3 0.f1 --{ 062 t Typ J ■Ort 90D- 1 © LOCKING PIN SCALE: 3/8' - 17' Lin. FOR UP 10 9' SHUTTER BLADE LENGTHS AND 24' Win. FOR SHUTTER BLADE LENGTHS CAEArER THAN 9' - 0-. 125 SIDE ELEVATION PLAN INSIDE LOCKER # 2 SCALE 3/5- = 1' II LTE C O INC. \ FILM TESTING & CHAD1NEERINC COMPANY a ms .4 • sou. R L. 311 •q.y 40.404..s. &Dmf.. Ntie� ()Q1)Q71- 1 r.. (721)1'1 -17.)1 'HALTER A. 1TIUT Jr.. P. 9 FLORIDA Tic. / 44 16 7 GENERAL NOTES: 1. ACCORDION SHUTTER HAS BEEN OESICNED IN ACCORDANCE wlni THE DADE COUNTY, t 99 EDTRON Or THE SOUTH FLORIDA BULONC COPE. OESCN WEALD ID SMALA 8C OETEFWNUEO AS PER SECTION 6 Or ASCE 7 -68. WUH 110 r.LP.NI, BASIC mND SPEED. AOCOROON SHUTTERS AD(OUACY FOR IMPACT ANO FATIWE RESIS HAS BEEN VERIFIED 14 ACCORONCE NOT SECrONs 2315 • 7314 RLSPECTNCLY Or THE ABOVE uCNT10rED CODE. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE f 10 1 S , 410-Ht MMMW SEVLES w/ 135.0 14; YTELO POINT • 180 li TENSLL 5790101)4. scrrEws SHALL 8E COATED WITH XYLAN 5000 SERIES rLU0ROPOLw(R ccAnNCS As NANUrACTURED BY w r -0RD Co. BOX 507. WEST CHCS19F PA 19381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -TB ALLOY (UrNI-ESS OINCRWSE NOTED). 4. All SCREWS TO [[ STNr1ESS STEEL 304 OR 316 SOr1C5 W/ 50 lei Y1ELO PONr AND 90 1a TINSNLL STRENGTH. ]. All A&UJ POP RIVETS TO BE 3052 A NUM ALLOY AIM ALUMINUM MAUDP L- 6. BOLTS TO BE 2024 - 14 ALUMNUM ALLOY CALVANIZED OR STAINLESS STEEL MT)4 35 Lai ANIMAL/1A MINIMUM YELL) PONT. 7. ANCHORS TO WALL SHALL B( AS FOLLOWS ((miss On'CRY•ISE Norio) (A) 10 EY.1SnNG POURED COIICRETL ,/r • TAPC PI ANCHORS. AS UWLFACTURa) BY 1 T.W. RAMS° On ELCO INDUSTRIES. 14C.. - 1/4 • RAWL UAMC "WIN ANCH AS wvaJr.4lUR(0 BY THE RAAL PLUG COMPANY, WC. - 1/r NOTES /8 • ■ 7 . Ram. CALK -IN AS MARJTAC B M Y ( RAM PLUG CO.P IANY, NC. A 1) 1<N4UM O A BE04EM OF TAPCON ANCHORS MO POU1CO CONCRETE 5 1 3/4'. 4INIMLAA EMBEDMENT Of RAWL ZAMA: NNUN IS 1 1/2- A 2) 7/8' RAY& CALK -N ANCHORS SHALL Ei( ENTIRELY EM BEt0C0 MO THE POURED CONCRETE. P2 048EDNENT NTD STUCCO SHALL BE PCR+NrrTE D. l/4 • -20 SCREWS USED SHALL BE 1 1/ LONG 14 t<mute SHOULD STUCCO (MST. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXTS%H' wAll OR FLOOR. ANCHORS SHAH( BE LONG ENOLACH TO REACH THE 144111 STRUCTURE 80-1•0 SUCH PANELS ANCHORAGE SHALL DE AS INDICATED ON NOTES A.1) • A2) ABOVE. ( 8) TO Ex,SnuC CONCRETE BLOCK WA - 1/4" • TAPCON ANCHORS AS 4ANur.cr1JREO BY 1 T.w RAN SD OR EL.CO INDUSTRIE S. INC. - 1/4' • RAM ZAAU.0 NAJUN ANCHORS AS 1ANUFACTIJRED THE RAM PLUG COMPANY, INC. - 1/C • • 7/6 RAW Ul K - N AS WAN UT AC TUCO BY ME RAWL FLOG COMPANY. INC. NOTES: 8.1) 1unMUU EU BCD MENT OF TAPCON ANCHORS. AND RAWL /MAC NAIL ANCHORS INTO T}E CONCRETE aOCK (JN•I SHALL BE 1 I/4• 8.2) 7/6 RAW_ CAL( -IN AND 'ORS SHALL DE (NIHCLY EMBEDDED INTO THE CON(xtEll 8100■ (MET NO O 1110 STUCCO SHALL OE PER4rTTED 1/r • - 20 9r:RE`A'S USED SHALL BE 1 1/2- LONG 4111404 STAULD STUCCO (LOST. 8.3) N CASE THAT PRECAST STONE OAT PRECAST CONCRETE PANCLS EIC rOUNO ON ME EX6TINC WAIL ANC410RS SHALL BE L1XIC ENOIJCI4 TO REACH THE 14 STRUCTURE BD4N0 SUCH PANELS ANCHORAGE SHAH BC AS ND CA I CO ON NOTES 8.1) • 8.2) ABOvC (C) ANCHORS SHALL BE INSTALLED r OLLOw1NO ANT 01 TIC RECOAO4,3ATTONS AN43 SPECIF1CAnCXJS Or THE ANCHOR'S 11.NNurAGT1j7ER 6. BLADE i AND TIE: KN ES UCKL r On CCN ITRLIAT[5 (ID d (1 . t DNE STARTERS ®• 0 Arc UNDER THE PATENT OT EASTERN METALS 9 IT SHAH ff THE RQPONS ®urr Or THE CON rR.Crcn r0 VC air( THE SOLJNONCSS Or STRUCTURE WHERE S 5 .0C ' .BC ArTAGTCD TO INN:uRE PROPER ANCHORAGE TO S144TTERS MAIUFACTUREIZ SAAIP :SHALL BE P AGE() or THE EXPOSED SURFACE Or THE FDAALE LOCK SLA (COTJPONE 11 ) • ONE LABEL SKAL. BE P M ED FOR EVERY op( NIIA; LAPEL SHAH READ AS ALLOWS. ROBINSON • SONS SHUTTER CO ME0(Cf. FLORIDA DAPS COUNTY PRODUCT CON 1 ROL APPROVED PRODUCT Rt'N!.. ;V: :T:) ACCEPTANCI: No. I( ., . ( - TRATION DA rE l C ( 1 By • Ad . PROD( 1 CUNrROI.!)IV;ai ; v BUILDING CODL CU i'L IANCG Uii :C ASSA / ECONOMY ACCORDION SHUTTER _ROBINSON .:!C SONS- SHUTTER CO. N 1 7) 8400 N . W 96th 51REE7 MELLF', 4.0)10* 3366 •r• 019 wro. -n THC lli AS COMPLYING VIITII THE SOIIIII FLORIDA 0U:LDINC CODE 1995 _ ►vt __Z ` �e / tit< - OLIN PI(OCUCI CON I DIV•S ON BUIL DING CODI.COMWANCL (MICE ACCLPIANCL NO9S - ? '_ L -! DADE COUNTY AS SHOWN SCALE 4/06/98 0419 98 - 73 ORA WIN O Ho ]NE ET 1 M 9 / S. POURED CONCRETE OR CONCRETE BLOCK WALL REWIRE() POL%TC O 03. 'CRETE REouirlio 1 /C • -20 S. S. S. W. S. w /fuLL PEN( (RATION PITO RAWL CALM -ul ANCHOR ( SEC SCHEDULE). -- - -- -- coI WCI[ A c (Sa SCNEDULL) • 10 at 3' S. 3. w. s. w/ 3/8 • 1a 5/g LANG 11&01( 9USHINC. (Typ. TOP). / 10 • s S. S. S. U. S. w/3/6 • • 5/6" LONG NYLON BUsrouG (Typ.) 10 . 1/7 S. S. 1A. S. • 6 0. C. I SEE SCHEDULE 1 roo Ntl•UW SEP•PATior4 'r TO CLASS Of I(1ISTNG IA NOON 1 OR S. a D. 0 ® 0R N F I 10 • 3/( S. S S. u. S. • 6. 0. C. / 10 . S S. S. S. U. S \ N/ 3 /e o • 7/8 LONG NYLON GUSHING. (Trp GpilOu) CONCRETE A/1C)1ORS (SCE SCI-fDULE) WALL MOUNTING INSTALLATION - SECTION A SCALE: 3/8 = 1 REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B1 scALE: 3/a - 1 t 5/6 HOLE 10 INSERT SCRCW 1TIRU SILL 1.10 ANCHOR (REYOVADLL INSTALLATION) (HER WITH NYLON CAP. / 10 • S S. S. S. W. S. W/ 3/6 • ■ 7/16 LONG NYLON BUSHING. (Typ. eon ou). EDGE OF SLAB 6 APPLICABLE POURED CONCRETE OR CONCRETE BLOC/ MALL R(Won( - CONCRCR ANO•DRS (SC( SCHmuLL) 10 . r s. s. s. N. S. W /3f8 • . 5 /6" LONG HA CH BUSHING (Typ,) i - ---SCE SCNEOUIL FOR 11 SEPARADC•1 - r 1 TD CLASS Of (IISTIHC W1Npow at s. C. O. - I 1 V / / / / /) / /// POURED CONCRETE / /// OR CONCRETE BLOCK 2. WALL REWtREO / C f / WALL MOUNTING INSTALLATION - SECTION Al SCALE: 3/8 = 1 +o . I/7 S. S. S Li. S. • 6 0. C. 03.0 AKYg16 (SR SCNIDLAL) 0 u / WALL MOUNTING INSTALLATION OFFSET - SECTION C 1 COKRLIE MOMS 7 - (SEE socoup / 10 ■ 3 S. s. S• 4 . 5. K/ 3/8' • * S/8 LANG NYLON BUS141NO. (TIP. TOP). CONCRETE ANCHORS (SEE SCHEDULE) ALTE RNATE OR / 10 • 3 S. S. S. u S 111 3/6 • 7/8 LONG NYLON BUSHING. (Typ. BOITOU). J SCALE: 3/8 - 1 10. 6 S. S. S. W. S. 9 • . S/6 LONG NYLON BUS•U•C (TyP.) / L- -I sal 1/ 4- • - 70 s. S BOX 15 •im.• & WASIC• • IT O. C. I '0 1 -}-- S. s. . S s. u. s. I \ 0 6 0. C. \ 1 POURED CONCRETE REW RED CONCRETE ANC1Y)I1 - (SEC SCHEME) 1 SCC SCHEDULE POURED CO./CRETE REWRED 1 ELW 14901AW S(PARA110H 'r 10 CLASS Of IE1t1STI44/7. WINDOW I ORS C. 0. 9 14 • 3/ S. S u. S 0 6 0. C. i • 7 • 125' Num. ANC-LE Cool (6063 -16 ALLOY) L/ 10 • 3/4 S 5 Y . S OR ( LM 5 .175 S. N. S. • 6 0. C. 0 4L14 44 NUu ANCAE 10 . S S. S. S. u W/ 3/8' • • 7/8' LONC NYLON BUSHING. (Typ. BO T10 /1 / / / // / / //'(/ j / U -1.500" CEILING & FLOOR MOUNT. INSTALLAT. - SECTION B SCALE: 3/8 = I' INSTALLATION DETAILS 1.000' - 2.000' 1 /f 0 - 20 S. S. S. 14 . S. W /F ULL FEMTRAIION 11I10 RAWI. CALK -IN A)Y_HOR (SEC SCHEDULE) REMOVABLE FLOOR - SECTION B2 S. II 11 11 II 4.000' u:,. s. u 5. w / s. s. 1 • • I l NYLON BUSHING. (Typ. TOP). 1 10 . 3 S. S. S. W/ 3/6 • • /6 LOW NYLON BUS/INC. p eono.J). JJLIEc0INC CONCRETE ANCHOR (SEE SCHEDULE) POURED CONCRETE REOuRED MCC Of SUB F APPUCABLL POURED 0o4C NET( •COURCO EDGE Of SLAB If APPLICABLE nun lt*IIMQ t cpszliacx.40 CONrANY .01'5 4 .. �., t, I\. 11/ ,/.yy w1COCASS 4 4.0 4 •0 4 . 1T 1. P14 okswri -1•So . f_ . ()Ap11 -1,41 WALT EN A. TZUT P. C. FLORIDA Lk. L.. 1V 4 00R© e T F E-4p 0 1 \l1 S. 10 . S. /3/6 0 I • 5/6 LONG NYLON BU91NG (Tip.) I-SEE SCNCDULE OR 1.6-. 1 SEPARAT1oN •S TO 1 CLASS SIIN W1N00W 0f OR OO S. C . 0. Cu+CREI( ANCHORS Fsa somvli) C = ) POURED CONCRETE OR CONCRETE 81001 WALL REWIRE() - 7 i 1 T . S OA 4 CONCRETE ANCHORS /, I\ oFt T • .125 ALUMNUU ANGLE ALr[To4ATE WALL MOUNTING INSTALLATION (OFFSET) - SECTION C I MOUNTING INSTALLATION SCALE ... • 3/8 = 1" L. (Q yCti(OULC) 1/•' • -20 � 5. 00(15 . oft / - - - w/ pan ! MASHE r s • +2 o. c. oR s.125' ALwIIVU ANac BY ASSA / ECONOMY ACCORDION SHUTTER ROBINSON Sc SONS SHUTTER CO. (A-s.s.. / 17) - 6400 H.W. 1101.. STREET WEDLEY, FIDRIIYL 33166 min. - +o • J' s. s. S. w. S. w 3/6 • . &at 1 LONC NYLDN e+.KNINC. If31 11 11 11 / 10. S. S. S u S w/ 3/T • . J 7/6 LONG 1 000' Lin NYLON BUSHING (TyP GOITOM) 1/( • -20 S. S. 00115 W /NU1 & WAsItyy 0 IT • C SCALE: 3/8" = 1 E. 0 - COG( ()STANCE sEE S(d1(OLL.E 014 QET 6 or 9) A t0 • 3' S. S. S. u. 5 w/ 3/6 • • 7 /1E LONG NYLON 01J94 G . (Typ. 00n0u). 10 • 3/4" S. S. S. 14 S. A L R �1} /16 • Num. POP RIVETS rl R� C. TERfI ANGLE CAN aRoD i,C ` (l t'v LOCATED Al FRONT USING THE SANE SPECS AS SHOWN f REAR INSTALLATION. CEPTANCF. No. _ I _ • / C. (DCE Of SLAB IF APPLCABL( EXPIRATION OA - I - L: PRODU' CON ;:T∎ i.I �:►: BUILDING COOL C() , APFROVEO AS COMPLYING VJ. SOUTH FLORIDA UULUINK. CODE Q PP.ODUCT CON LO: oIV s:Uo BUILDING CODE COMPLIANCE OITICE ACCEPTANCE NO. CtP -C Z I L-5 DADE COUNTY AS SHOWN scAa 4 /00/96 RA 1C 98 - 73 DtAWvI0 Pao i (, 51411 2 Of • ED 'L. DOI ICE COTNCRETE M4D - qR (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION - SECTION B' © OUR ®O OR (SEC SCHZDULE) All UNE O O - 10 • 3/6 s. s. S. U.S- OR3 //I6 • Num. POP MATS • 6 0. C. ALTE 4ATMfY TO C FP4ECTTON AT TOP UP. USE 110x3/4' 5. 5 . i S. . S. OR 3//16 • Mum. POP 1LVVtTTS • 6 0. C. AT MIS LOCATION. TYPICAL ELEVATION / POLREO CONCRETE REOU ND 1/4' • -20 S. 5. S. N. S. W /TULL PENETRAT NON INTO RAWL CALK - N ANCHOR (SEE SCHEDULO. REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION 81 ' INSTALLATION DETAILS SEE NOTES ON LOCKS ON SHEET 4 OF 9 FOR LOCK REOUIREMENTS L 0. • EDIZ MT *NCI (SEE SCHEMA( 0.N SHCLI 9 OF 9) 4 POURED CONC TIETE Kamm 0 0.0 14 ■ 3/4 5. S s. u. S • ti 0. C. t'. 7' 175 Awn. ANGLE Co•L (6063 -16 ALLOY) 1 f 4 • -70 S. S. S. u S. w /FULL PENETRATION I1110 RAWL CALK - 14 ANCHOR (SEE SCHEDULE). 5/6 HOLE TO INSERT SCREW THRU SU. IHTO NJ'.JNOR (R[uov*BLE INSTALEAno14) COVER WITH NYLON CAP. I *0 . 3" S. 5. S. 4. 5. w/ 3/6 • r 7/8' LONG 44rLO1. BUSHING. (Typ. BOTTOu). S. u S ' . 0 9 S. 3th 0 Alum. FOP R • • 6 0. C. EDGE Or SLAB f APP j&.BLL moo) arc ern OR OONC9E7E 9LObc •.LL NKA•1E0 4.001" 11H. DONCR UT ANCHORS (SET SOCOUU) S. Y. S. 3 08 6 3 6 16 • Mum. POP 0 6 0. C. ALTLRTV.TTVELY TO CONNECTION AT TOP LIP. USE 110 K3 . S. S. u. S. OR 3 /tC • 4um. POP RI HIS 0. C. AT 1)46 LO CATION. o01{•CTL N•o (SEE SOtDULD 0. REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B2' IILIECOINC. TILIJT TESTING i - - D$ N(OLIMC COMPANY 1130.3 • t. V.v. R R 117 r.Y•. IIMRD I., /LOO. L.•• •+.. 001)I7, -,63 . ra . LH 1 '• 44 � %%ALTER A FUJI .r. P. L 1'lCNt0A Lk. f 4167 ALTERN 1 1 EDGE or SLB ✓ APPLICABLE / 10. r 5 5 S. u S 3/6 • . �/ LONG NYLON BU911NG. (Typ. 80110u) 10 3/4 S S S. M. S OR 3/16 • Num. POP RNETS • • 60. C. ALTERNATIVELT ANGLE CAN O( LOCATE)) AT FROM U9NG ME SANE SPECS AS 910wN FOR REAR INSTALLATION. JJJ / -I .300" 1 /4 • -2o S. S. 0005 •i/ NUT & %4.51431 • IT 0. C. • f 00 c OR 5 . .175 ALUM NUM AN4CLE WALL MOUNTING INSTALLATION (OFFSET) - SECTION C 1 ' PRODUCT REN EWEi) ACCEPTANCE No. ` `� 1 -- EXPIRATION DATE C:C- I I I, By L..✓ % • Y .J PRODUC ONTROL D: VIS:L)N BUILDING CODE COMPLIANCE OFFICE APPROV[D AS COMM Yale, WALL 1111 SOUTII FLORIDA BU:LOING COO( o � a,)L_ UN)� - - -Z - 19 4 P11001;121 ■U1 DIVYSIO(( BUILDING CODE COMPLIANCE OFFICE n � ACCEP(ANCE NO `7 g "U H oL 6.5 DADE couNTY\ ASSA / ECONOMY ACCORDION SHUTTER ROBINSON & SONS SHUTTER CO. (&S.SA. I 17) 6400 N.W. 960. STRf I I4EDLtY• FLORIDA 33166 SIN ▪ I v•c•••• I'1 6•. Se t0 • r S. S. S. w. S. "1 - 3/6 • • 7/6 LUNL• NYLON BUSHING. (T)P. BOTTOU). t0 •3 6 5. S U. 5. OR / �L 1 36 N um. POP RIUITS • • • 6 0. C. AS SHOWN SCALE 4/06/•6 OA TE 98 - 73 D AMAN) So SHEET 3 Or 9 1 CONCRETE AND40RS • tr. 0. C. 4 a T • T ■ .125 OR 3 • S • 090 ALUu1NUw TUOE (6063 -Ts ALLOY) 3/16 • Num. POP FINDS OR / 14 • 3/4 S. u. S. O r o. C. (Iyp.) •• POURCO CNOCROE OR CONCRETE BLOCK WALL REQUIRED SECTION E 2' • r • .125 OR 3" • r = .D90 ALUUINLAJ TUBE (6063 -TS ALLOY) 3/16 • Num, POP RIVETS OR 14 . 3/4' S. M. S. 0 6 O. C. (Typ.) 33/B . HOLE f OR LACKING BOLT 4 O (ALTERNATE TO t' 125 Cont. Num ANCEE (6063 -T6 NLOY) •• • E _ FTT ©� 4T OO N F pi 0 4o H Ln O • NOTE : SEE NOTES OH LOCKS OH THIS SHEET. VALID ALSO FOR SECTXk4 Et AND ONE SIDED SHllrTER. • 1 • .125 Cont. Num. ANGLE (6063-T6 ALLOY) (ALTER,Art TO O ) • SECTION E1 SECTION D (ALTERNATE TO 1 •• r 1 1 - -� LJ a D©0R ®oa )• 2 NICKCRS Err 11 A/40LE • 0 O. C ©.©-0.00. CONCRETE NC1CRS • r 0. C. t4) ) t6 • Num. POP OR / 14 . 3/4 S. U. S. (I .) OONGRET[ NIP TORS 2 000 O (ALTDbMTL ID O ) • ISOMETRIC (Typ AT TOP (CORNER POST) & BOTTOt.1 SLABS) II 1.7///r 1 1/r . 1 1/2 OR 1 1/ • r OR T • T OR r • r OR r • 4" OR r • 3" • .125 ALUuINU• ANGLE (6063 - T6 ALLOY) r - -- 1.000 •• • • Lno *c .4J 3/6 • HOLE FOR LOOK BOL POURED COTE OR COTCRETE BLOCK WALL REQUIRED 1 1/7 . 1 1/7" OR 1 1/7 . r OR r = r 041 r • r o• r = 4 0R 1 • S • .125' AWMNUw ANGLE (6063 -T6 ALLDY) 14 • )/4' S. M. S. R 3/16' • AELIMINUu POP WETS 0 9" 0. C. .125 OR J • S . O90 Alum. TUBE POST f ■ 2' • .125 ■ TUBES' SIZE Mum. ANGLE (2 REDUIRE0) (6063 -T6 ALLOY) EDGE OF SUB POURED CONCRETE OR c0KCRETE BLOCK WALL REQUIRED 14 • 3/C S. M. S. 3/16 • ALUwwuu POP WA • r O. C. /_ 9//¢/ ONE SIDED SHUTTER: END CONNECTION DETAIL ALTERNATE CLOSURE DETAIL W/ (1) POURED cr40CftETE 0R CONCRETE BLOCK MALL REQUIRED O (ALTFR74ATT TO © ) • (OUTSIDE) NYLON SCREW HEAD ALTERNATE USE OF JQ LOCKER w/ RIVNUt AS INSIDE OR OUTSIDE LOCKER CD 1IL1ECO INC. \ T1LLlT TCETNC t ENOLNCCRINC COMPANY ■YO l• awa. ��.u. 117 - &Moos AO.O. 1.111.1 IA•� 0.55 WI -1 b0 . POEM71 - tUl WWnrTE A. TILUT .1r. P E. TlO4t0A Lk. I 4 Num. RNNUT t MOTES ON LOCKS : . IKSWE LOCT(ER 110 OR OUTSIDE LOCKER 94 ALIKAYS BE USED FUR NW SPAN AT INSTALLATIONS wnrnn THE fn 30 VW Or BU40•C, AND fOR SNJTTER SPANS GREATER 11w4 r -0. FOR NSTM1AT10N1 ADENE ]0 rT1T nrin0M Or LDINC MCA-SURD) AT BOTp� SHUTTER NSW( LOCKER SHALL BC 00 TTACNCD TD Q9 & BY M(N4S Or 2 plume SCREWS COVEY LN US INC LOCKER .0 LDO(V J WAY OE ED AS - 1115 OE LOCKER Ir ATTACKED to o . ON 1NREAIXD BOLT vr/ 1/4" 4e-70 . 3/8 Y THREADED AUMlom S. o). ▪ FOR INSTALLATIONS MIT/41H THE nisi 30 FEET EILYAT7pN Or 4 010 NEASURCD AT BOTrOu OF SHUTTER AND W AWTK *4 10 ERHER 1;4 OR (� USED LOCKERS. A REGULAR 7 LOO( RAY DE USED FOR SCC11R1 PUR /5Es AT ANT DESIRED LOcA11(x4 or cENrERKArt (NDOC OA Ou1SCE ). R N N GLASS USED INSOE, w•,•4uw S(PARAn0ASS S►W.L A) Krona) FRO* THE TIP Or SU2-4 T LOCK OR TROY M OMER SKITTER COUPOT,ENrS SNONI( ON SECTION D (W14o4EN131 rs woof CRnC.LL). FOR NSTN_ T )0H S ABOVE 30 FEET EL EV004 Or BUI.0 4C UEASl1D AT • 110T113.4 Cr tJ Tr[M AND 91u 1 SP S W TO 6'-f. oNc 1 LDCN ►.,Y YE USED III EU Or LDO(ERS 14 OR OAr WOSPN4 Or CO(TEJblATE rAaNC OITDOC OR riSOC in-c4 USED IRS OE. %N14UW SEPARAnow To 0.ASS S144E ALSO BE vtRInED FROM THE TIP Cr SUCH T LOCK OR rROO THE 01KEA SHUTTER COwoO4EHTS 940T+N ON SECT ON 0 (tt- lCNEVEA rs wow cmrtAQ. w. Ma I 1 AP 1 1 41p II 1 6) LININNIIMINEMI 1_. 6111 O J I I z 0 ©•®°•2:0°• � r , 1 J L� SECTION D1 (MULTIPLE SHUTTERS) t: SERIES 944-4 Atuu1TATu (2024 -r3 ALE t1AGE FLANGE THIN SHEET NUTSERT, PART / 0820. AS MANUFACTURED BY AVDEE CHERRY TEXT ORN PN Y. HEW JERSEY 0 OR EQUAL • = 5 d"IPfiUV(;1 RS COMPLYING 1v, 111 14(4 z ▪ 4Ouru'4 ::1A UUIUING COO. � O '1z000CI COW OI. DIVISION u 34DIMING COOI. COMPLIANCE Of (ICI o 2■CCLP1ANCE NO.9g - ) z • .5 •• ASSA / ECONOMY ACCORDION SHUTTE -n ..... T ROBINSON & SONS SHUTTER CO. (A.S.SA. f (7) 6400 N W 96th. SIRED u(DLEY, FLORIDA 33166 AS SE4DWYN sCAL E 4/06/06 BATE 98 - 73 D•Awoo 440 HE El • Or 0 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINCS •1IH DESICN LOAD UP TO 75.3 p AND 9' 140.. SHUTTER SPAN. 2. NEW 2" . 6" P. T. 10 BE SOUTHERN PINE No. 2. SURFACED DRY WITH T9 R N. W. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: W000 UEUB(RS TO BE SOUTHERN PINC No. 2. W/ SPECIFIC DENSITY Of 0.55 OR EOLIAL ••111gsi1Uisu'pUUlq.1'. :.i- - II11d!I � 1 1 1 1 1 !UIjI 1 l= •i$Ih1111 11I1111•UI•Ig1 1/( • • S LONC LAC SCREWS • 6 0. C. w 1 1 7 •:.. PE/CTRAlcw 10 cost oic •000 NEAW• l � 1 /C • -70 S. S. BOLTS • 1 7 0. C . w/ *ft • •A$•Vi w000 HEADER REOu•E0 SCE SCHEDULE FOR u ra4w S(PNW10N • S TO CLASS Or DOSING ITI1100• OR S. C. 0 (7) 1/4" • • 1 I / r LAC SCR(1•S • P 0 C ALTERNATIVE 1 7 • T OR I' oq S • .125 AAA •JICLL (6063 -T6 ALLOY. / 10 Y s. s. s. 4s W/ 3/6 • • 5/41 LONG HY1AN BUSHNC. (Typ. TOP). ..I.Ur L : =O D. IIIuI11111Iim.141IIII CC:.'I'. l0 • S S. S. S.4 S W/3/6 • • 5/6 LONC I(Y1011 B JSHt -i . gyp ) r ,.............. ctASS 0( C7oSTING M•COw OR S. G. O. •1111111111I$! 1! I I I) I i •) 111111 1) 1 LU 1 su al• • 6 0. C. ALTERNATIVE 2 cuss or E7USONC WNpow OR 5 C. 0 ALTERNATIVE 3 S S 6' O. C ecmw• LAC SCF(WS 1/f . -20 S. S. BOLTS • 170 C.•/ tart 6 WA91CR n6lS SC S OR R • 7 0. C. R[OLAIIED 10. 3/C S S S. 4 S • 6 0. C. - r . r C77 ! 0R S . 12S' AM... Mal (6063 -Te Aim kyrP.T.r • 6 Co+L (71 1/C • • S LAC SCAC•'S • L Oi 5110 (4 CMTN or SILO) AND •/ r 4:. P(4c7gAn0N Nto 513)0 R / 10 • r S s S. u S. •/ 3/6 • • 7/6 LONC HYION • L7v1 •.C. (Two. BO T1 W ). N(W P. 1. 7 • 6 Co•N. (7) 1/4" • • S LAC SCI CWS 0 CAC.. STUD (410.A TH 0 S1U0) AND M/ 7 IA , PENETRATION INFO 511.0 WALL MOUNTING INSTALLATION (OFFSET) - SE t0 •S S. u. S. Ir/ 3/6' • • 7/d NG NYLON BUSHNG. (lyv. BOTTOM). / 10 S 5 S S. 4 S / yr • . 7/6 LONG H•10N BUS•• NC (lp. DOT104) • a' • 1/6 (*4 ) 60WJ4 N.•4 . OLBt (Cara*.) W/ (7) 1/4(' • . 6' LAC ' 9CRI - WS • (J0• 51W (1400 OF SRA) M+0 •/ r Kn. P[N(TRATION 4410 costa; CEILING & FLOOR MOUNTING INSTALLATION - SECTION B 9 • • 3 /C S. S. S. M. S.•0' 0.0 , 10.3' S. S. S. 4. S w/3/6' • . 5/6 LOIC N•011 BUSNNC ( ) - 1-5- St ( 9C0(CULL &An. STPMAnO•1 TO CLASS or 361TC MNOO• OR 1. G. O. , 10 • 1/7 S S. S. 4. S • 6' 0. C. Sr1A I 11 4. 3. t / 03x. • S • 5/6 S S. UY4 4110• BUS•.•. (Tp. 10r). QO R©' 111011111 (4.1 .1 111 P fl CLASS Or C rSIING �MNOO• OR S C . D / .• • 3/4 S S S • 6 0 C. ALTERNATIVE 4 *HULK A. DWI' Jr.. P. L FLORDA Lk. 44167 wOCO MISSES OR RAFTER • 7C 0. C. RCOtARO) . 1/6' (4r. ) 6063-TS •.i•.. 11J9C w/ (7) 5/16 r . r LAC SCREWS TO EACH RArTTR OR TRUA. LOCATE SCRIMS Al 400101W 01' COSH'; ••00 ►C4BER (r 4140•1•140•1•1•1. n140•1•1•1. MOTH) 4 / P Kn. P(HCTRAfON. 'g 10• T S. M.S 1/ 3/6 • • 7/6 a 1.040 NYLON 81,511 . (1•• eorrou). , 10 • 3/4 S. S. S W. 5. • 6 0. C 7 • 6 *000 OCO( R(VUR(D , 10 • 1/7 S 5 S. U. S. • 6 0 C. IILTECO IIIC T1LLr1 TMT NO t C]101NCDtreo COMPANY •1•• r.. •.••. i •.• v•••••• .0000. •••1•••• }31 �••• : UO3)•'•• -• . r. t> n -u11 1/4' • -70 S. S. 901IS • 120 C •/ HUT • •ASHER -7 T 01 ( 01 6 125 AA/m. ANCII (6063 -Te A •/ 1 /I' • . 1 1/7' lAC SCR£wS • 6 0. C. S 4.5 w1/3/6'. . 3/1 tlYG kiS1414C (lyp.) EXPIRATION 1),11! Dv - NC4 7' . 6 P. T. Co•s. •000 PLATT w/ (7) 6/16 • 6' LAC SCREWS TO EACH RN 06/ (R175S. LOCATE S(1(WS Ai 4O 0TH Or D1ISING W000 NENECR. (7' MIN, 14OWMA1 WON) w/ 7' Kn. PG.C110100Pt, 1 10 3' S.5.S 14 S. / 3 /8' • . 3/6 LONC 4 ICON BUS INC (1 rop). PRODUCT RENEWED ACCEPTANCE. No. ! (. l / 1 •' . PRODUC•'ON flOI. DIVISION EJUILDLNG CODE COM(•:,L1Nk:.E. OFFICE CEILING MOUNTING INSTALLATION SECTION B1 •ot••••• ig 4/ 9 10 T S 4. S ▪ l.6NG /8- • HYLON NC 8 ( Typ 9OITO4) / 10 • 3/C S. S. S. K S. •6' 0. C. r • ! • 1/6 (*A.) 0083 -T7 Mn.. • TUBE (Cons) W (2) 1/! • . 6 LAC SCR4 5 • C401 SILO (610•4•01u O< 3.15,0) M0 4/ 7 4►.. PUCTR•T0N 1400 033.3NC 5TU3 -ASSA / ECONOMY ACCORDION SHUTTE} ROBINSON & SONS SHUTTER CO. (A.s.sA 1 17) 8400 N.W. 963). crow uEDILY, FLORIDA 33166 R sm. . I 4011 : S(Cn0.7S 0 It B1 CAN BC CO AS APPLICADLF APP(OVI [) A COMPLYING 17:111 rill SOIIIII Il(1:':(1 SU1101P(C COPE D I19- n _f / il� . <�= PRO(JC 1 COtt 1 1110). 11IVIS'ON BUILDING COOL COMPLIANCE OLEIC[ ACCEPIANC[ NO C g Z1 • Q-S DADE COUNTY AS 5347..4 SC All •/06/96 DATE 98 - 73 DRA WIN 0 Mo •41103. 6. Or A GLASS Or ExIStIIIG wII10Ow OR S G. 0. s . er cent. W000 HEADER REQUIRED I/C • ■ 3' 1014C LAG SCREWS 0 Sr 0. C. 1 1/ Y .rut. PENETRATION TO EX WING W000 HEADER. 10x3' S. S. S. 11. S. W/ 3/3' • . 5 /8" LONG 14TION BUSHING. (Typ. TOP). 00R© WALL MOUNTING INSTALLATION - SECTION Al NQ -SEE SCHEDULE FOR UNIMUN SEPARATON - S TO GLASS Or EXISTIrIG W1NDOw OR S. G. 0 ALTERNATIVE 1 1/4 • . 1 1/2 LAG ScRlwS • d 0. C. 1. RNSTA1TA1101uS ARE ONLY VALID rOR BUILDINGS WITH 13E9GN LOAD UP 10 75 3 Pp • / AND 9' -0 MO.. SHUTTER SPAN. 2. No. Y . S P. 1. TO B( SOUTHERN-PINE No. 7. SURFACED (TRY WITH 19 >< u c. W/ sPECIrc o€Nsr1Y or 0.55. 3. rOR NEE. w000 rRAY( CONSTRUCTON: W000 uruelRs TO BE SOUTHERN PIT!( No 7. w/ SP(C1nC DENSITY Or 0.55 OR EOuAL / 10 . 3' S. S. S. H. S. w/ 3/C • . 5 /6 LOHC NYLON BUSHING. (lyp.) 1 LUI1111111111 U Uh I. 1': =: . , I! 1!QIII�III!Ii$.$iIIII 1.1: w•0(r 7. 0 R(OU ®OR Kw P. 1. 6 Con' (7) 1/! . . LAG SCRIM • EACH 11VO (NOWVTH a SILO) Na w/ y I . . PENRnAT10H HID STUD // 10 .3 S SS. u. S. t(/ 3/8 • . 7/8" LONG NYLON BUSHING. (1yp. BOTTOM). INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS W000 HEADER R EOUIRED SEE 3'c cou.0 roc+ MINIUtry SEPARATON '5 TO CUASS or EXISTING rnN00W OR S. G. D. ••I -.11111111111 lid .4 2. ALTERNATIVE 2 / 14 • 3/4 S. S. S u S. • 6 0. C. 1/4' • • S LONG VC SCR E S o 6 0. c. if/ 1 I /7' urn. P(NEIRATION TO OL4TYNG 1000 HEADER. / 10 . 3' S. S. S. M. S. If/ 3 /ef • . 5/3' LONG Nl'L.ON BUSHING. (lyP. TOP). . ! . Inc (u.. 6063 -T5 M.... TUEH (C•••) r/ (7) 1/C • . 6 TAG SCR(rs • MACH 5 (64t3M0 H Or STU)) yO r/ T ■••• P M1 OH INTO 6xlsTo.: WAIL MOUNTING INSTALLATION (OFFSET) - SECTION A2 BOOR® ®OR ®0R© / 10. 3' S. S. S. M . S. w/ 3/6 • • 5/8" LONG NYLON BUSHING. (T30.) -0 OR G 10• 3" S.5. S.12.S. / 3/8 • ■ 7/3' LONG NYLON BUSHING. (Typ. BOTTOM). pinsiimme IILIECOINC TIUJT TL'ai1N0 a D404NEDt1N0 001(PA7(T •3• .a•• 1m. t I /1y ��.�qti MOr•6. •7 . v I a Ps.'" ‘ nl -.W O . r.. (306)11I -16.JI 1 ••.1-TEA w nMUT Jr.. P. T. REAOA Uc. ( 4 4167 ALTERNATIVE 3 I w000 HEADER ()VIREO SEE SCHEDULE FOR 1 SEPARATION - S TO GLASS Or E.ISTING .nNOOw OR S. G 0. ALTERNATIVE 4 PRODUCT RENEWED ACCEPTANCE No. I8- 1: EXPIRATION DATE. UC r l - I. L(.6 I Tay a 4.�� • Ad / . PROD(IC CONlROI. DIVISION BUILDING CODE: COMPLIANCE OFFICE ••c.n.oe Cont. E0U3AL TO ALTERNATIVE 2 NEW P. T. Y . 4- cont. w I/4 • . 5 LONG LAG SC • 6" 0. C. w/ 1 1/T Min. UOIETRAn0N fO E0SnNG w00o HEADER TO • 3 S. 5 5. u 1./ 3/5 • • 5/8 !C I(LDN 13 U9HNC (Tyr TOP). S. 10 • 3 S. S 72 S. W/ 3/ Lf • • 5/6 LONG k YIOH BUSHING (T Cont. (OWL TO ALtERHATNE 1 APPROVED AS COMPLYINC MID in! SOUIII FLOHIBA BI) tDINC CODE 011 f �l BY 4 'RODUCl C0? 0 01 DIV BUILDING CCn( CONIPLnfICE ornc( Acc[Pfnncr nog Q�1 Z1 -p5 ASSA / ECONOMY ACCORDION SHUTTER ROBINSON & SONS SHUTTER CO . (&S.SA I T7) $400 N.W. 96th STHUI IAEDL.EY. 11..DRI0l 33166 DADE COUNTY AS Slp•n4 stA 1 4/0 /9e 0A Tr 98 - 73 p1LAW110 • o HE ET 6 Of 9 K. to /M11 •411 lu CONNECTION Al TOP UP. USE / 1 0 • 3/C S. S. S. 161. S. OR 3/16'• Num. POP RAMIS • 6 0. C. Al THIS LOCAIION. W000 I • 0. REOu • 1 �.. CUSS Of (KSnNC MNppt OR S. C. 0. t/4 • • / 1/r LAO SCREWS •60.c. ALTERNATIVELY TO CONNECTION AT LOP (JP. USE /10 • i 3 5. 5 S. u. S. OR S/1 6 • Num. POP RIVETS O 6 0. C. Al THIS LOCATON ALTERNATIVE 1 (0 . 3/4 S. S S. 4. S. OR 3/16 • Num. POP R • 6 0. C. CLSS Or errs 'rum. 01+ S. C. 0. / I . • 3/€ S. S. S. 84 $ • 6 0. C. ALTERNATIVE 2 / 10 r 3/e S. S. 3. u. S. OR 3/16 Num. POP RNETS 0 6 0. C. 1/C •-20 S. S. 00LTS • sr o.c w/ NUT & **Snot 500 -r • Y Oa f on S 113 Num. NIGU (6063 -TS ALLOT. NLW P. T. r . r Cont. (2) 1/4 • • S (1G SCREWS • EACH ST1.0 (uOuTT}L Or STUD) NO •/ r Nln PULTRAnOH 14T0 51u0 , /: • - 20 S. S. DOLTS • 12 O. C. w/ NUT t YaA541 R r • r OR 4 OR S 1 MCI( CI( (0063 - M 1.01. 9 10. r S. W. S. w/ 3/6•. 7/6 LONG NYLON BUSHING. (Tip. BOTTOL). 1• • 4 • 1/r (4Y..) 606 TS A., . Tub( (Cont) w/ (2) 1/4 • . S LAO soTc r5 • TiOl SluO (11o.D01 Or sup) NO r/ T u... PEt<TAATON VITO GIZISTINC SILO. 10.3 4 S. S. S. u. S. OR 3/16 • Num. POP RMEIS • 6 0. C. 4 00.0 / (0 • S S. w. S. w/ 3/6 • r 7/6 I (NC NYLON BUSraNG (Typ. BOITOu). WALL MOUNTING INSTALLATION (OFFSET) -- SECTION A' 10.34 s. S. S. 4. S. OR 3/1( • Num. POP RIVETS • 60. C. 11 TRUSSCS OR RNTER • 24 0. C. RCOUIe[D / 4 ■ 3/4 S. S. S.N.S. • / (0 . S S. S. S. 4. S. w/3/6 • a 5//6 L NYLON a/SM•4C (Try.) --SEE SCHEDULE ICA µn. STPARAnow S TO CLASS Or O16TT+G **Cow 012 S. C. 0. 10 ■ 3/4 S. 5. S. LI. S. OR 3/16 • Nvn. POP RIVETS • 6 0. C. ALT ERNATMIY TO CONNECTCN AT TOP UP. USE 910 ■ 3/4 S. S. S. N. S. OR 3/16 • Num. POP RMTS • 6 0. C. AT T/I15 LOCATON. r . 1/4 (w 11063 -T AMT. TUQC If/ (2) 5/16 •. LAC SCREWS TO EACH m.../TER OR TRUSS. t. AT( SRREI•S AT 14 pr10TN Or c7STINC •000 434601 (r Mn. NOWNAL wont) */ T Mn. PD(1RA / 10 • r S. S. S. w. S. Y/ 3/l• • . 5/6' IOW NYLON BUSJ'IN:. (lyp. TOP). O OR © / 10 . 3 S. 4. S. w/ 3/8 • . 7/0f LONC NYLON BUS111NC. (Typ. 90110u). r • r .000 OCC. REDU1® CEILING & FLOOR MOUNTING INSTALLATION - SECTION 8' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS / (0 . 3/4 S. S. S. u. S. OR 3/1C • ph', POP RIVETS • r 0. C. IILIECO INC T1UJT TUl1NO t 0I1INm:w4O OOLrPANY .510 k. )an 0 t.. •, .11. woo. 0a/006, RO00. ?TIM �'•'� -100 h • 0004•11 -1011 WALTER w TMUT Jr.. P. E. FLOROA Lk. / 44167 NOTES: 1. INSIALL.TIDNS ARE ONLY VALJO FOR BUILDINGS WITH 0ESIGN Lao UP TO 75.3 p... 1. AND 9 •-0 uo.. SHUTTER SPAN 2. NEW r • 6 P. T. TO BC SOLJMCON PINE No. 2 SURrACE0 DRY wTTN 19 I u. u. C. w S'ECIIC DENSITY Or 0.55. 3. FOR NEVI 0000 R■AJC CONSIRUCTON: w000 u[u©CRS 10 BC SOUttfRN PINE No. 2. 0/ SPECKIC Di NS/ TY Or 0.55 OR EOUAL ASSA / ECONOMY ACCORDION SHUTTER ROBINSON & SONS SHUTTER CO. ((s.sA_ / 17) 6400 N.0. 9021T. STREC1 14 )( 2 1L.ORO4 33166 1 41. l .00.r1i PRODUCT RENEWED AC C E N EXPIRATION DATE L:( 1 - I / [.0 - By I Arm/ i AL i.. PROD P CONTROL DIVISION BUILDING CODE COMPLIANCE OF ICB APPROVED AS COMPLYING W E11 )H[ SoUIN II.ORII)A BUILDING CODE DAL[ - SUN. -Z 1963 BY PRODUCI CO1411tO1_ DIVISION BUILDING COVE COMPLIANCE MICE ACCLPIANCE NO.'16_6'Y 71 • Q� DADE COUNTY AS 310wN *CALL 4/06/98 OA lrt 98 - 73 pRAw,NO 44. f 14ET 7 Or • WAXIMI)M DESIGN LOAD "Nr (p.s.I) WALL UOUNTINC INSTALLATION Al TOP OR 001101.4 (10 CONCRETE) WALL MOUNTING INS1ALtATION AT TOP OR 801701.4 (TO 4.uSONRO FLOOR /CEIUNG MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) NOM 1 NOTE 7 NOT( 3 N0TC 1 NOTE 7 NOTE 3 NOR 1 NOT( I 13l[ 3 FROM 4 5.1 10 61.8 9" 9' 9" 9 9 4 1/2" 9- 9- 8" c g' r 7" r S 9" r 5" FROI.1 61.9 10 75 3 9" ` 8 1/2" 9 8' 2 1/2- 9' 9- 7 9 " d 4 1/7' 9 r 3" 9 5 1/2' 4 1/7 FR01.1 75 4 10 91 4 9- 9 6 9 3' - 9 7 1/Z (• 1/2 FROM 91.5 TO 1 20.0 9- 4 1/7' 4 1/2" 8' - - 9 5 1/2" 5 1/7 FROM 120.1 TO 168.1 7 1/7 4 1/2 - 2 1 /7" - - r 5 I/2' - FROM 168 2 10 276.3 4 1/7 4 1 /7 - 2' • - - 5 1/7 5 1/7 - MAXIMUM OCSICN LOAD 'W (p.a.t.) MAXIMUM PANEL SPAN L (ti) UINIMJU SEPARAION r TO CLASS (1n.) • « • .. 45.1 17 -7 13' -0' 4" 2 1/2" 47.8 17 -0' 12' -II 4' 2 1/2 49.0 17 -0' 17' -6' a' 2 1/1 50.5 12' -0' 17' - 4 ' i 2 1/7 57.0 12 -0' 12' -7 i 2 1/7 52.4 1 -0' I2' -1" i 2 1/7 55.0 1 r- 10' 1 1' - 10' i 2 1/4" 55.7 11' -10' 1 1 10' 4- 2 1/4 55.5 11' - 11' -r 4' 2 1/4' 57.2 11' -4' 11' -r 4- 2 1/4' 58 8 11' -4 1 1' -5- 4" 2 1/4" 58.8 11' -4' 1 I'-S' i 2 1/4' 59.5 11-4' I I' - 4" 4' 2 1/i 59.7 1t' -4' 11' - 4 i 2 1/8" 61.5 11 -7 11' -7 4' 2 1/8' 81.8 11• -1' 11' -)' i 2 i /IT 61.9 I1' -1• 1 l'-l' i 2 1/0' 63.4 11' -0' 11'-0' 4 2 1/6' 63.6 1 1' -0 11 4 2 1 /8' 63.7 1 1' -0' 1 1' - 0' 4 7 1 /0' 66.9 10 -8" 10' -6' C 7' 67.0 10 -8 10' -8- 4' 7 MAX1UL)LI DESIGN LOAD 'W" (p.a.l.) YAXIMUU PANEL. SPAN "L (FL) MINIMUM SEPARATION "r TO GLASS (in.) . « • .. 67.5 10' -8 10' 4' r 70.1 10' - 1 0' -6" i r 71.1 10' - 10' 4 r 71.4 10' -4' 10' -i 4- 7 71.5 10' - 1 0' - i 4" 7 72.9 10' -3 10' -3" 4' 7' 75.1 10' -1' 10' -I' 4" 7' 75.2 10' -1' 10' -1' 4' 7 75.3 10' -1' 10' -I' 4 7 77.0 10' -0' 10'-0' 3 1/7" 7' 77.5 9' -11' 9' -11' 3 1/7 r 78.8 9' -10' 9' -1(f 3 1/7' 7 80.7 9' -9" 9' -9' 3 1/7 r 81.5 9' -5" 9' -8' 3 1/7 r 82.5 9' -8' 9'-S 3 1/7 r 83.4 9' -T 9' -T 3 1/7 r 66 2 9' -5 9' -5 3 1/r 7 86.7 9' -5 9' -S 3 1/7" r 86.8 9' -5" 9' -5 3 1/7 7 68.5 9•-4' 9' -4 3 1/7 r 90.3 9' -3 9' -S 3 1/ 7 90.8 9' -7 9' -7 3 1/7 7 MAXIMUM OUJCN 1.OA0 '14' (p.3.1.1 MAXIMUM PANEL SPAN "l tl.) UINYUU SCPARATON 'S' TO CLASS (in.) • .. • • 91.4 .. 9 " 125.3 7' - 7' -r 2 7/8' 3 1/7 7 93.8 125.6 7' -6" 7' -6' 2 7 /8" 9' -d 7 2 7 /8" 126.7 7' -6' 7' -0' 2 7/6' r 7 8' - 11" 129.6 T -i 7-4• 2 7/6 1 7 . 130.9 7' - 7' -3" 2 7/8' : 7' I 13l.6 7' -r 7' -7 2 7/8 2 7 /If 7 106.5 134.3 7 -1 r -I 2 7/8• 8' -9 2' 2 7/8' 136.: 6' -11' 6' -11" 2 7/8' 7' 7 8' - a 137.9 6' -10' 6' -10 2 7/8' 8' -7 7 7 140.7 6' - 9 6' - 9' 2 7 /8' 116.9 7 II"- I" 142.E 6' -7" 6' -7 2 7/8' 2 7 /8' 7 110.7 143.5 6•-7" 6' -7' 2 7/8' 8' 7 2 7/0' 1 i 7 .(' 6•-1 6' -S 2 7/8' r 7' T -9 148 4 6'-4' 6' -4 2 7/8' 7 157.6 6' -7 6 -7 2 7/8" 7 153.1 6' -7' 8' -2' 2 7/6' 7' 156.8 6' 6'-(T 2 7/0' 7' 15 /.5 6'-{f 6'-O 1 7/0' 7 1518 6'-0' 6'-0' 2 7/0' 7' 1608 5•-11' 5' -11' 2 7/0' 7' 161 7 5•-10' 5' -10' 2 7 /8' 2' 164 4 5"-7 5' -9' 7 7/8' r MAXIIUu DESIGN LOAD " (Ps.t.) L AXIUUU PANEL. SPAN "L" (h.) UNIUUM SEPARATION 'S TO CLASS (in.) - •• • .. 91.4 9"-7' 9 " 3 1/2" 2" 92.7 9•-1' 9' - 3 1/7 r 93.8 9' - 0' 9' -(F 2 7/8' 7 91.8 9' -d 9'-0" 2 7 /8" 7 96.6 8' -I 1" e' -11' 2 7/8' r 96.8 8' - 11" 8' - Ii' 2 7/8' 7' 97.7 e' -1(f 8' -10' 2 7/8" 7 1005 8' -9 6' -9' 2 7/0' 7 101.5 8' - 8' -6" 2 7/8' 7 103.7 8' -r 5' -r 2 7 /If 7' 106.5 8' 8' -( 2 7 /8' r 108.8 8' -9 8' -1 2 7/8' r 110.6 6' -4' 8' - i 2 7/8" 7' 1110 8' - a 8'-{ 2 7 /8' r 114.1 8' - 8' -7 2 7/8' 7 1165 8' -7 8' -7 2 7/8" 7' 116.9 8' - 1' II"- I" 2 7 /8' 7' 117 8' -1' 8' -1 ' 2 7 /8' r 110.7 8'-0' 8' - 0' 2 7 / r 120.0 8' 8' 2 7/0' r 121.2 7' -10' 7' -10' 2 7 / 8 ' r 127.5 T -9 7' -9" 2 7 /6" r MAXIMUU CE SIGN LOAD "W (p...1.) MAXIMUM PANEL SPAN 'L n.) 441r41MUU SEPARATION .r TO CLASS (n.) OP EOUAL THAN 9' •• • •• '65.2 5 - -9' S• -y- 2 7/6' r 168 1 5' -6- 5. -e- 2 7/8' r 168.7 5' - r 5• 7 7 7 . ,170.0 5' -r 5 - 7 7 /8' r :1175 6 5' -S 5'-5 7 7 /8' r 178.6 5' -i 5• - 4• 7 7/6 r 160.3 5'_3 5'- f' 2 7/6' r 188.0 5' -0" 5• -0' 7 7 /8' 7 195 2 4' -10' 4•_i0' 2 7/8' 7 197.2 4' -10' 4' -1CF 7 7 / 0 ' 7 199 1 4' _9' 4 . - 9 2 7 /0' 7' 204 7 4' r 4 -T 2 7/5' r 211.3 4' - 6' 4 ' - F 2 7 /6' 7 1 4' -4' .• 2 7/8' r 221 6 •' - •T 4' - 2 7 7 776 3 4' - 4 • -r 2 7/5' r SHUTTER SPAN i (Ti.) MINIMUM SEPARATION 5 (in_) LESS OP EOUAL THAN 9' -0' 2 7/8' > 9' -0 TO 10' -0 3 1/2' > 10' -0 TO 12' -0 4' ACTUAL E. D.= FACTOR EDGE DISTANCE 2 1/2 .75 2' .50 • MAYIMUM DESIGN PRESSURE RATING ' V" Jp.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTIONS A. Al, B. 81, 82. C & C1 ON SHEET 2 OF 9). MOs Mo. MO, vALID FOP UP 10 3 -0 MAXIMUM SPAN. _ Ar CHOR SPACING LEGEND ANCHOR SPCG VALID FOR SPANS OF 5' -0 OR LESS uIr.HOR SPCG. AI.IP FOR SPANS GREA - ER THAN 5' -0 TO 8'- ANCH0R SPCG. vAUEb FOR SPANS GREATER T HAN 8' i MAXIMUM DESIGN PRESSURE RATING "W (p.s.f.) AND CORRESPONDING MAXII4UM SPAN " L" SCHEDULE. (VALID FOR SECTIONS A, Al, B. 81. 82. C & C1 ON SHEET 2 OF 9) NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NECATM PRESSURE (SUCTION) LOADS. IN ACCORDANCE WITH ASCE 7 -88 CRITERIA FOR A LIVEN OPENING. IF NEGAIWE PRESSURE VALUES COMPLY WITH THE REOUIRE• PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY OUALIFY AND NEED NOT TO BE CHECKED. TO M0• ALLOWED. 4 USE TAPCON ANCHORS. ZAMAC NAILIN & RAWL CALK, - INS FOR INSIALLATIONS w/ DESIGN LOADS OF TO 75.3 p.s.T. USE OIJLY 1APCON ANCHORS & RAWL CALK -INS FOR INSTALLATIONS w/ DESIGN LOADS GREATER THAN 75.3 p.s.f. MAXIMUM ANCHOR SPACINGS ARE VALID FOR Y EDGE DISTANCE. FOR E. 0 LESS THAN 3 REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS (NOTE : Min. E. O. FOR RAWL CALK -IN ANCHORS IS 2 1/7'). TAPCON OR RAWL CALK -IN ZAMAC NAIUN TAPCON OR RAWL CALK -IN UP TO 75.3 p.1 > 75.3 p.a.I. TO 226.3 p.a.l. ANCHOR LEGENDS EDGE OF O Y MO. 2 ANC'IORS REOIJIRE0 EACH (14P S .- ANCHOR SPACING GI(/ 9TJ SCHEDULE STAGGERED ANCHORS A•ICHORS USED w/TRACK 'A (LOP & BOTTOM) SHAH STAGGERED Al 4404. SPACNGS INDICATED ON SCHtDULES TABLE 1: MUJIULJM SEPARATION 5' BETWEEN GLASS AND SHUTTER FOR A GNEN SHUTTER SPAN "L', FOR SHUTTERS INSTALLED w(THIIJ THE FIRST 30' -(r ABOvE GRADE OF A GA/EN BUILDING. 30'-0 - ELEVATION •HALL. BE MEASURED AT BOTTOM OF SHUTTER. SEPARATION $ TO BE MLSURED AS INDICATED ON SECTION D. SHEET 4 of 9. • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30 - 17 ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION 10 GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN 071 SCHEDULE •• FOR SHUTTERS INSTALLED ABOVE 30' - ELEVATION OF BUILDING. UEASI)RED AT BOTTOM Or SHUTTER IILIEC O 1P4C. TILLS! Trrn 0401NE COW PANY . f 1 o - t » . •• ^m• : V•3)4, - .w7 � - SJ! • 131« HALTER A T1UUT .k.. P. E. FLORIDA Uc. 9 44167 Ofl -n MN. • PRODUCT RENEWED) ACCErrANCF. No. I' : EXPIRATION DATE Dy _a.: I PRODU CONTROI. OIVIS(ON BUILDING CODE COMPLIANCE OFFICE Al'PROV[U AS COMP; PING WWI ITHE SOlI11I FLORIDA MELDING C.00E NT IL_ U N. _Z. 19 . PRODUCT CO ROE DIV:S:ON BUILDING COOL�COMI'LIMICE 0(1ICE ACCEPTANCE PIO ( 1.C.)_Sl L- 1_2 - ASSA / ECONOMY ACCORDION SHUTTER ROBINSON d( SONS SHUTTER CO. (A.S.S A / 17 8400 N r 96tH STI7 E1 MEDLEY. I 33 66 DADE COUNTY 4/06/98 DATE 98 - 73 LMAMWC No 1MCT 1 Or a MAXIMUM DESIGII LOAD w' (p.z.l.) WALL MOUNTING INSTALLATION Al TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASON RO FLOOR /CEILING MOUNTING INSTALLATION 10P OR BOTTOM (TO CONCRETE) 1401( 1 NO It 2 NOTE 3 KATE 1 NOTE 2 NOTE 3 NOTE 1 N01( 2 NOTE 3 FROM 4 5.1 10 61.8 9 9" r 9 9 9 4 1/2 9' 9 8 9 9 r r r r S 9' T 5 FR01A 61.9 TO 75.3 9 9 8 1/2" g fr 2 1/T 9" 9 r 9- cY 4 1 /2 9 T 3 9 5 1/7 4 1/2 FROM 75.4 10 91.4 9- 9 17 6 9 S - 9 7 1/76 1 /Z" FROM 91.5 TO 120.0 9- 4 1/2 4 1 /7' (f - - g• 5 1/2" 5 1/2 FROM 170.1 10 168.1 7 1/T / 4 1/2 4 - 2 1/T - - T 5 1/T - FROM 188.2 10 226.3 4 1/T 4 1/7 l 2 3/ - r • - - 5 1/20* 1 5 1/T - , V AXIMUM KS IC N LOAD -w (p.s.f.) 14A7(IMUM PANEL SPA! "L (ft ) MINII.Uu SEPARATION 'S TO CLASS (:1.) • •• • •• 45.1 17 - 0" 13 " -r 4 r 47.8 1: -Cr 13' -r c r 49.0 17-0" 13' -Cf c r 50.5 17 1_' -11' c r 52.0 17 -0" 1V -1(F c r 52.4 12' 12' - 10' c r 55.0 17 -0" 12' - r r 55.2 17 -Cr 17 - c 3" 55.8 17 -0" 12' -6 4' r 57.2 17 12• - 4' c 2 7/6 56.8 17 12' - 7 4" 2 7/6 58.8 12' -0" 1 2' -7 c 2 7/6 59.5 17 - 0" 1 - 1" 4 2 7 59.7 17 12' - i c 2 7/6 61.5 11" - 11" 11' - 1I - 4 2 3/4" 61.8 11' -10" 11' -10 c 2 3/ 61.9 11' -1(r 11' -10 4 2 3/ 63.4 11' -9 11• -9 C 2 3/4" 63 6 11• -fr 11' -IF i 2 3/4• 63 7 11' -6 1 I' -IF i 2 3/c 66.9 11' -5 11' - 5" 3 1/2" 2 3/4 67.0 11• -5 I r -5 i 2 3/4" MAXIMUM DESIGN LOAD 'W (p.s.f.) MAXIMUM PANEL SPAN "L (ft.) MIMUUM SEPARATION - r TO GLASS (In.) • •• • •• 67.5 11' -c 11' -{ C 2 1/T 70.1 11' -T 11*-7' c 2 I/7 71.1 11' -1" 11 f 2 1/7 71.4 11• - 0" 11' - 0' c 2 1/7 71.5 11' - (r 11' - 0" c 2 1/7' 72.9 10' -11' 10' -11" 4" 2 1/7 75.1 10' -9" 10' -9' f 2 1/7 75.2 l0' -9 10• - 9" c 2 1/2" 75.3 10' -9" 10• -9" c . 2 1/7' 77.0 l0' - 10•-6 c 2 1/T 77.5 to' -r 1o' -T c 2 3/6 78.8 10 -6" 10' -6 4" 2 3/6 60.7 10' -5 10' -5' f 2 3/6 81.5 10' - 4 l0' - 4 c 2 3/6 62.5 10' -3" 10• -r c 7 3/6 8.3.4 to' -T 10' -r c 2 3/6 66.2 10 " -U 10•- 3 1/7 2 3/6 66.7 10' -CF 10'-0" 3 1/7 7 3/6 86 8 10' -El 10'-4 3 1/T 2 3/6 68.5 9 - -11 9' -11" 3 1/7 2 1 /i 90.3 9' -19 9• - 10' 3 1/2" 2 1/4" 90.8 9' -10 9' -10 3 1/7 2 1/4 MAXMIRI DESGN LOAD 'IC (p.s.l.) MAX MOW PANEL SPAN 'L" (n.) MINUUU SEPARATION 'S" TO CLASS (u1.) • .. • •• 125.3 6• -6 •-U 2 1/7 T 125.6 7'- 11 7'- 11' 2 1/7 7" 126.7 7' -11 7' -11 2 1/2* T 129.L T - 7• - 6 2 1/7" T 130.9 7' - 8" 7' - 6 2 1/7 T 131.6 T -T 7' -7 2 1/T T 134.3 7' -5 T -5" 2 1/7 T 136.7 T -f 7• -f 2 1 /7 T 137.9 7• - 7 -r 2 1/T 2' 140.7 7' -1' 7•_1' 2 1/7' T 142.8 7' -If 7' -0' 2 1/T r 143.`_. 6'- II" 6• -11' 2 I/7' T 147.0 6' -111 6'- 10' 2 1/7 T 148.4 6' -9 6 -9 7 1/7 T 152.6 • 6' -6" 6• -6 2 1/7' T `53.1 6 - 6' 8' -6 2 1/2' T 156.8 8' -4' 6- f 2 I/ 2' T 157 6' - 4' 6 - 4 - 2 I/ T 157.e . 6' - 4' 6 " - f 2 1/T T 160.6 6' - T 6' -7 2 1/2" T 161.7 6' -T 6 -7 2 1/7' T 164.4 6' -1 6 -1' 2 1/7 T 1443(11/UU DESIGN LOAF .W. (9.4.1.) MAXIUUU PANEL SPA, •L TO MNIMUU SEPARATION 'S" TO GLASS (in.) OR EQUAL THAN 9' •• • .• 165.2 6' - CF 91.4 9• -9 9' -9 _ 3 1/7" 2 1/4" 92.7 9• -6 9' -ff 3 1 /7 2 1/4' 93.8 9' -8 9' -6 3 1/2' 2 1/4" 94.8 9' - T 9' -T 3 1/7 2 1/4" 96 6 9' - 6 9' -6 3 1/7 2 1/4" 96.8 9' - 6"" 9' -6' 3 1 /7 2 1/6 97.7 9' - S 9' -5 3 1/7 2 1/6 100.5 9' -4 9' -4 3 1 /7 2 1/8" 101.5 9' -3" 9' -3- 3 1/7' 2 1/6' ' 103.7 9' -2 9-7 3 1/2" 2 1 /6" 1065 9' -0 9•-4 2 1/7 2 1/6 1o6.e 8• -11" 8' -11' 2 1/7 2 1/8' 1106 6'-11 8• -11 2 1/7 2 1/6 111.0 6._ Kr 8' -10• 2 1/7 T 114. 8' -9 6' -9' 2 1/7 T 116.3 8• - 7 8' - 2 1/2' T 116 9 8 -6 8' - 2 1/7" r 117. 8' -6 8' -6 2 1/2 r 119 7 8' - 8' -4 7 1/7 T T70 0 6' - 4• 8' - 4• 2 1/2' T 121.2 8• -3' 8•-3 2 1/7 T 172.5 8• -7" 8' -2' 2 1/T r MAXIMUU 0ES104 LOAD - 9( (D.s.l.) WXIMUM PANEL SPAN •• (n.) MINIUUM SEPMAnoN - s - TO CLASS (In.) OR EQUAL THAN 9' •• • .• 165.2 6' - CF 6'-d 7 1/7 r 168.1 S' -11 5'-1I" 2 1/7" 7' 168.7 5'- 11 5' -11' 7 1/7 7 170.0 5' -1CF 5' -10' 7 1/2' 7 175.6 5' -6 3' -6 2 1/7 7" 170.6 5' -8' 5' -6 7 1/7 T 180.3 5' -6 5' -6 2 1/7" r 188.0 5' -4 5' - 4' 2 1/7 r 195.2 5'- 1• 5'- 1' 7 1/2 r 197.2 5' - 1 5' - 1 • 2 1/7 r 199.1 5' -0" 5' -1r 2 1/T T 204.7 4"- 11' 4' -11 2 1/T T 211.3 4• -9" 4' -9' 7 1/7 7' 216.9 4' - 4 - 7 1/7' T 221.6 4 -6 4 -a 2 1/T r 226.3 4' -5' 4' -5' 2 1/7 r SHUTTER SPAN .L (ft.) MINIMUM SEPARATION "S' (in.) LESS OR EQUAL THAN 9' -0 2 1/7 > 9' -0" TO 10' -0 3 1 /7 > 10 -0 10 12' -0 4 ACTUAL E. 0.- FACTOR EDGE DISTANCE 2 1/7 .75 2" .50 MAXIMUM DESIGN PRESSURE RATING "W (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTIONS 8', B1'. B2' & C1' ON SHEET 3 OF 9) . VALID FOR UP TO 3' -0 MAXIMUM SPAN. ANCHOR SPACING LEGEND M n.: ANCHOR SPCC, VAUD FOR SPANS OF 5' -CF OR LESS. M f ANCHOR SPCC. VAL 1 FOR SPANS GREATER THAN 5' -0 TO 8' -6 1•17 ANCHOR. SPCG1. VALID FOR SPANS GREA1 ER THAN 8' -5 TO NO•. ALLOWED. MAXIMUM DESIGN PRESSURE RATING "W (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VALID FOR SECTIONS B. 81'. BT & C 1 ON SHEET 3 OF 9). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS. IN ACCORDANCE WITH ASCE 7 -88 CRITERIA FOR A LIVEN OPENING. it NEGATIVE PRESSURE VALUES COMPLY WITH THE REOUIRED PRESSURE FOR THE OPENING. THE POSITIVE PRESSURE MILL AUTOMATICALLY ouALIFY AND NEED NOT TO BE CHECKED. + USE TAPCON ANCHORS, ZAIAAC NAILIN & RAWL CALK - INS FOR INSTALLATIONS w/ DESIGN LOADS UP TO 75.3 p.s .f. USE ONLY TAPCON ANCHORS & RAwL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS CREATE P. THAN 75.3 p.s.l. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3" EDGE DISTANCE. . FOR E. 0. LESS THAN Y, REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Mu1. E. D. FOR RAWL CALK -IN ANCHORS IS 2 1/2 "). TAPCON OR RAWL CALK - IN LAM/LC NAIUN IAPCON OR RAWL CALK -IN UP 10 15.3 1• s 1 . > 75.3 p.s.1. 10 226.3 9.1.1. ANCHOR LEGENDS • FOP SEE THE TABLE 1: NINIMLIU SEPARATION " " BETWEEN GLASS AND SHIJTTER FOF GIVD7 PRODUCT RENEWED SPAN L FOR SHUTTERS INSTALLED WITHIN THE FIRST JO' -U ABOVE GRADE OF A GIVEN BUILDING 30' -(f ELEVATION SHALL BE MEASURED I :.. . T _y . AT BOTTOM Or SHUTTER. SEPARATION "5" TO BE MEASURED AS INDICATED ACCEPTANCE No. ON SECTION D. SHEET 4 OF 9. EXPIRATION DATE SHUTTERS INSTALLED WITHIN THE FIRST 30• -9 ELEVATION OF BUILDING. TABLE 1 FOR MINiUUU SEPARATION TO GLASS FOR SPANS SHORTER THAN 1AAr.iuUM ALIOwED SHOWN ON SCHEDULE. FOR SHUTTERS INSTALLED ABOVE 30' -CF ELEVATION OF BUILDING. MEASURED AT BOTTOM OF SHUT TER. IILIECO 1/1c. T1LIJT METING & 8401N cot MO cow PAJTY •44.5 q., )*,. 9 9. 1 •••1... 4.405 1 fl. .* 11714 • ^-. w .� 1 & r.( LIT Jr.. P. E. ROROA Uc. 44167 ASSA / ECONOMY ACCORDION SHUT > ER ROBINSON & SONS SHUTTER CO. (&SSA 17) 6400 N.r. 96tJ1. Si NUJ MEDLEY. FLORIDA 33166 r �p `JC 4 By I L..�I l • 2.1! /. PROD ' 'ROI. DIVIS(ON BUILDING CODE. COMPLIANCE OFFICE APPR0VF0 AS COPANYITIG WITH TILE SOWN FtORMA BUN DING COOL DATE __ NE DY _N PIWDiICI CCk 01 DIViS ON BUILDING CODE COMPLIANCE OFF ICE ACCEPIMICE 19q 4/06/98 DATE DADE COUNTY 98 - 73 •17A•94C Iso f NE LT 9 Of 9