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WS-07-1578Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP-56928 Permit Number: WS -7 -07 -1578 Inspection Date: 07/31/2007 Inspector: Grande, Claudio Owner: Job Address: SOUTAR, JULIE 660 95 Street NE D Miami Shores Village, FL Project: <NONE> Contractor: WEST PALM INSTALLERS INC Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060500040 Lot: Building Department Comments INSTALLATION OF 1 ACCORDION SHUTTER JUL 3 1 2001 Passed pi7(C1:4q Inspector Comments P my Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, July 30, 2007 Page 2 of 2 Miami Shores Village °AO Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Yo BUILDING ' `rte Permit No.° S 1- [ 51- PERMIT APPLICATION JUL 2 7 2007 Master Permit No. FBC 2004 B y. Permit Type (circle • Building Electrical Plumbing Mechanical Roofing & hone # —2-91-59E/ Owner's Name (Fee Simple it e s older) b I Owner's Address Ce C7 Pi, C _S+ City e p�S' i State �� ,� Zip s itfP Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES 60 A a q.5 , County Miami -Dade Contractor's Company Name Contractor's ddress City Qualifier Name 1' NO State Zip Phone Co State Certificate or Registration No. E Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # II Value of Work For this Permit $ Type of Work: ['Addition $lAlteration ew 1=1 Repair/Replace ['Demolition Describe Work: Square / Linear Footage Of Work: n 0 Submittal Fee $ Permit Fee $ / L 0 �• Notary $ Training/Education Fee $ 140 Technology Fee $ 21 S . Scanning $ ( ° Radon $ DPBR $ Zoning $ Bond $ I Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 12 0 ' 5S CCF $ I 70 coicc See Reverse side -3 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, e inspection will not be app ed and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was ackno day of , 20 677, by who is personally known to me or who has produc44,;%PuRLIr.3'(p ®e�'�who is personally knov°4y�9'�aa c • '011/101111' %0 *i/® BL IC STP v$4' As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: • My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) as idergifil4tiiid$'and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning FE8-5 -2000 12:15A FROM: JIL JUL 2 200? BY: --- - (BASED CLIENT. JOB: . . TO:... 3052626978 • ••• • "111" °i3AP •# F4R:. £.OMPONENTS & CLA.1tDDIN 2 AS h • i� �l r+l ;�''rION „•, ..: \S•CE •7•.0 r,:.: • ::. • • • ••. • • • BASIC WIND SPEED: V =14 PORTANCE FA "i(� :•: iI: ;': . ECTIONALITY ...• TRIBUTARY AREA: 19 SQ, OVED P:1'1 IT WS /-1575 Miami Shores Village NTIA TPJCTIC-N BY DATE DEPT FOR IMPACT RESISTANT SHUTTERS JR WINDO AI l l" S ON f y)RM TI PROVIDED eY CUENT) a if) A % . q 4,71_,51;/4. Teo �.ardt'74-t' 4 417 BUILDING HEIGHT: !' SU!LD!NQS EQUAL OR LESS THAN 40 FEET HIGH ROOF SLOPE 1 10 DEC. EXPOSURE 'C' MEAN ROOF ELEV. FEET IMEIIIIMIENESIMB 25 MAX. DESIGN IIIIMIRMIIIIIIMRIZIM LOADS-PSG' 31.9 61.2 30 83.1 84.5 35 65,0 40 1 SUBJECT TO COMPLIAN' E WITH ALL FEDE STATE AND COUNTY RULES AND REGULATIONS NOTES: LOADS, POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. TABLE ABOVE SHOWS MAXIMUM DESIGN LOADS FOR SHOWN BUILDING HEIGHTS IN END ZONES. FOR ANY OTHER CONDITIONS/ZONES, DESIGN LOADS TO BE EVALUATED ON JOB TO JOB BASIS. DR. RUMAYOVN FAEOOQ STRUCTURES FLA. PC # 1855'1 DADE COUNTY TES�B DOCUMENT IS NOT min a[TBOUT THE EMBOSSED SAL OF AN ENGINEER EMPLOYED H1 AL- FAROaq CORPORATION. NO PORTION OF TH15 DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER WHATSOEVER WITHOUT T'HE WRITTEN PERMlSS10N OF AL-- FAR000 CDRPORAUON 9tCEPt. ROMER FOR TNT POEM Of ASCE 7 -9B. SEI F0RTit HEREIN). JUL 2 4 2007 AL- FAROOQ CORPORATION ENGINEERS, PLANNERS 1235 SW 87 AVE MlAM1, FLORIDA. 33174 TEL. (395) 2.64 -3100 & PRODUCT DESIGN FAX, (305) 262 -5973 WEST PALM IN.5,T*I LTRS ;'INC. HURRICANES 1!f fERS MANUFACTURER & • INS ':. ... .. . Accordion - Bahama - 'ColDnial Rbliup '...'Storm Panel SHUTTER PRODUCT APPROVAL, AUTI3O&IZATION FORM . . • • • • •• .• • • . ••. •. Date: 07/24/2007 Municipality: MIAMI SHORES Name: HALDAN SOUTAR / JULIE Job Address: 660 NE 95 ST SUITE 9 , MIAMI SHORES, FLORIDA 33135 WE ARE THE HOLDER OF REGISTERED UNDER DADE COUNTY NOTICE OF ACCEPTANCE. FOR THE ASSA/American Shutter Systems Association, Inc. The Following NOA'S: O UNDER NO: 05- 0324.02 ECONOMY ACCORDION O UNDER NO: 06- 1204.01 BERTHA HIGH VELOCITY O UNDER NO: 06- 0710.02 6Omm BERTHA ROLL -UP O UNDER NO: 06- 0501.06 BERTHA BAHAMA THIS LETTER AUTORIZES: TO USE OUR ALUMINUM ACCORDION SHUTTER APROVED UNDER THE ABOVE MENTIONED NUMBERS AT THE REFERENCE ADDRESS. SINCERELY, WEST PALM INSTALLER, INC. Luis Alejandro Montalvo President 6819 N.W. 84 AVE. Dora!, FL 33166 Office: (305) 406 -3575 Fax: (305) 406 -3576 wvvw.westpalminstallers.com •• • • • • • ••• • •• •••• • • • • • • •••• • • • • •• • • "" iWaTAR HALDAN • • • • • • • • • 664IVE 95 ST SUITE 9 • •• • • •' • •' •IKIRMl SHORES, FL 33135 • • .•• • •• • •••• • • • • • • . • • • • •• • •••• .••• • • . • • • •••• • •• • • • • • ••• • •• • • • • •.•1 • •••• • • • • ••. • 2' - -6 °x 6'-8" Arch MKO1 ACC MIAM MADE • ••• • ••• •• • • • • • • • • • • • • ••• • • • • • • • • ••• • • • BUILDING CODE COMPLIANCE • PRODUCT CONTROL DIVISION OFFICE (BCCO) • • • ••• •' • • • • • NOTICE OF ACCEPTANCE (NOA) •• • • West Palm Installers, Inc. 5745 NW 84th Avenue Doral, Florida 33166 • • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • •MIAMI -DADE COUNTY, FLORIDA • • • • • • • • • • ; .METRO -DADS FLAGLER BUILDING • • • • • 1 %I ST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • •• •J• •• • • •• •• • • • • • • ••• •• • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may perform in 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. o DESCRIPTION: ASSA / Economy Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 04 -159, titled " ASSA / Economy Accordion Shutter ", sheets 1 through 9 of 9, prepared by Tilteco, Inc., dated December 03, 2004, signed and sealed by Walter A. Tillit Jr., P.E. on December 03,2004, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence submitted page(s) as well as approval document mentioned above The submitted documentation was reviewed by Helmy A. Makar, P.E. 1, ,q•���� 04/2-8 /Zoo NOA No 05- 0324.02 Expiration Date: 04/28/2010 Approval Date: 04/28 /2005 Page 1 • •• • • • • • • West Palm Installers, Inc. • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ... • • • • .. . • .. . . . .. • • • • 1 • • • • • NOTICE OF ACCEPTANCE: • EVIDENCE SUBMITTED •• • • • •• •.• •• A. DRAWINGS • • • . • I. Drawing prepared Tilteco Inc." • • • • • "' Drawing No. 04 -159, dated December 03, 2004, sheets g 1 conomy through Shutt en" sealed by Walter A. Tillit, Jr., P.E. on December 03, 2004. h 9 of 9, signed and B. TESTS 1. None. See Association's generic approval under 03 -0112. C. CALCULATIONS I. None. See Association's generic approval under 03 -0112. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. See Association's generic approval under 03 -0112. F. STATEMENTS 1. Release letter issued by the American Shutter Systems Association, Inc., dated December 01, 2004, certifying this product to meet the criteria of product tested and approved, and allowing West Palm Installers, Inc. to use the test results approved under Dade County Approval No. 03 -0112, signed by Legny Santana. 2. Acknowledgment letter by West Palm Installers, Inc, dated March 16, 2005, signed by Mr. Luis Alejandro Montalvo. 3. Letter by Tilteco Inc., dated December 01, 2004, certifying that the drawing (No. 04- 159) prepared for West Palm Installers, Inc, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. 02 -193). E -1 Helmy A. Makar, P. E. Product Control Examiner NOA No 05- 0324.02 Expiration Date: 04/28/2010 Approval Date: 04/28/2005 1-1.1118' 1�9• 2000' --{ 3.875' 9.134' -1 ® HEADER -WALL MOUNT & HEADERS -WALL MOUNT. ® SILL -WALL MOUNT. (WVERTw use) .scAL 3/8' = 1" • • • • • SCALE 3/8° = 1° 734° • 31`• -0988 • • • 43 • • • •• • • • • ••is ••• • • • • • 44' •• • • i1,'• Q. S14 j. SGl1 378 i 1" -r • • • • • .•Ts•••• •• •• • • •••• • • •••• • • •• • • • C1,11) 90• STARTER SCALE: 3/8' a 1' HEADERS -WALL MOUNT. ® HEADER CEILING MO SCALE: 3/8° a 1° 1 J ®D SILL BOTTOM ADAPTER SCALE: 3/8° >a 1" 0.982 .482" .2010. R.19e• -� pF LOUVER BLADE 9611.E 3/8' a 1' ® MALE LOCK SLAT 0 FEMALE LOCK SLAT SCALE: 3/8° = 1° SCALE 3/8" a 1° FEMALE /FEMALE ECONO BLADE SCALE: 3/8" 1' PLAN FRONT ELEVATION J® OUTSIDE LOCKER # 1 SCALE 3 /Er _ +` COMPONENTS SCALE: 3/8° = 1° 7 1 F Typ. Q T •-- -3.158. ® SILL BOTTOM ADAPTER i ;/ /t2 .. SCALE 3/8" = 1° 1/4'0- 20 S. S: THUN0SCI8149 NUS. 5011 NOTE BELOW GENERAL N(TTES: 1. AOCOTO993 swam 04048 ON no PR000T APPIDV . •502NOT 143 aim 9014* N ACCORDANCE WO THE 9o09 ED1110N OF THE 990804 MILONO CODE omen 394% LOANS 5HN.L W OELEENN D AS PER 5E000N 1019 OF THE urn NM9ONED CODA. P PR A BASIC YA90 SPEED OF 146 m.p.h., MD 91 AfSONDANCE W/ ABLE 7-90 STANDA90. MORO=mt swami% 959091AAY FOR IIPAOT AND creme REOSLI999 HAS TM 9DSFDD N ANOO4TL5 WON SECTION 1605.1.4 of THE ABCVE 9041090 CODE AS FM AIL REPORT 4 0901901 -00 AND PA -001. PA.259 A90 9A -203. 9, 5TNHIES9 6708 9IW NEIAL SCREWS UM AT LOWER NN SHALL HE 9 10 • 3' 410 -NT 94484119 OUTLET W/ 140.0 bI WELD 911011' a I70 NO 90118E SR(DTOOL SCRER9 SHALL SE 02019 WIM EYLAN 0000 BMX PLUOA0PCEX9ER COMM AS MANUFACTURED BY 97NFOR0 CP, 009 697. WQI CHESTER PA. 18081. 7. ALL ALLO0W MOONS SHALL HE 8003 -18 ALLOT QOM MOIRE MO). 4. All. SCREWS TO BE 91INLW9 HIED. 004 OR 310 8ERIf8 W 1m IOU 110.0 PONT N99 69k41 TENSILE E ST ENGTH OR CORROSION REMANT COOED CARSON 5199. AS PER DIN 50015. O. AL ALUMNUS PCI RIVETS TO DE 0083 9111ANUM ALLOT 8ITH ALANU9 MORIE. L SOUS ro 09 2024 -94 AWWM7M ALLOY CAL1NEOE0 01R SONLESS STEEL. WNW 39 kW 94019110 11290 WELD PONT. U NT. 7. ANCHORS TO wen. SHALL 8s AS FOLLOW& (UNLE99 ODERIW00 ROD) U) TO m%01949 POURED =NOR51D 1/4• • TAPCAN ANCHORS, AS WOROURED 8Y LT.14 9UEDEN CR 0.9410210N - 1/4' 11 ZNTAC RAIN ANCHORS, AS 9AINFA0NRE0 BY POWERS FASIENN. 903. - 1/4' 0 A 7/8" ONLC -N AS MAVUFACNRED EY POWOIR 021078NNO. N0. N01A7) 9839& DD N1 OF WOW APSHORs 900 POURED CONCRETE I9 1 3/4'. 110WMUM E98D820 OF MAC NASA 9 1 1/2". INTO SIUCCSHALL BE PHRYMO. 1/4' 0.30 SCREWS UM NOLL 9^a 1 /0" IDWO NNW& 900D 55(90 MOT. 7/9"9417-91 ARCH= 5rinl. ErE MERELY EWE= Ofro DES POURED OceADIETN. No MOOR 903) N CASE THAT PRECAST 81041 MEOW DOOM N.W.S. OR P0990 SE 9000 49 THE 1959*8O WiW. OR FLOOR, MOOR BALL 9E ONO MUSH 10 MOH THE MLT 90NCO148 8000 51101 RAMS. ASWOAACE 99AU. BE AS MUM 05 NODS 901) a 902) AM& (B)7 /4' 5 T N= Na 7W*4FWFACT0RED 011 LT34 BUS= DR Coo TEXTRON - 1/4' 0 MAC NON ANCHORS AB 9ANNFACUREO POWERS MUN9E4 NC - 7/4' 0 • 7/8' CAJC -N AS YANUM11102 BT POWERS FAT10940. NC. 0.1) L109N9 9i0FDL&IE19 OF TA°OOV 8907008. AND DOD OWN ANCHOR INTO 111E COMM 041CN UNIT SNAIL BE 1 1/4 ". 9.9) 7/8' ONJt -N AVONOR9 SHALL 99 ENTIRELY 7018EOOED Nro 7I6 110NOR01E. moo( UST. No memoir IHO SN000 SHALL 8E PDONTED. 1/4" 5-90 SOREVS USED SHALL BE 1 1/9" DUO 10111609 SHOULD 9111039 0087. 0.3) 04 CASE THAT PRECAST STONE OR PRECAST MOM PANGS BE 8900 ON THE 9071140 WA11, ANCHORS SHALL BE LONG ENOUGH 10 REACH THE LAN 999190ORE 8D1N0 SUCH PAWL ANOHC939E SHALL BE AS NOOATO 04 NOTES B.1) a D.2) ONE (0) ANCHORS 02011. 80 OIBTAL.02 FOU.04940 ALL OF 1NC 800014OTOAI10 0 APO SP2ON0471045 OF 771E N490R'9 K4NUFACRIRER. E A^°n• At0 111E 841UC0FS FOR CMRAMATE50 a Q. a THE STADEI5 a COME 0009 111E NOW OF PA91ENN L T SNAIL 8E THE I08PDN5822171 OF 1745 CANIRACIOR TO VERIFY THE SOLNON= OF TFM STRUCMt8 8190 SOTTO IS TO 8E ATTACHED 70 INSURE PROPO AROXORAOL 10. 9OROYR_NRWIFA6TURER LAW. SITS L BE PULED ON THE MOOD SURFACE OF THE MOLE LOCK 839 1829090 BE PLACED 908 EVER! co700. 4. 0. SAL. READ AS MOM WEST PALL adman, INC. CORAL, 71 611W-DACE COUNTY PRODUCT CONTROL. APPROVER 11. (49 THE PROWm APPROYN. 0000400 ((PAD.) PREEN= BY TOS 9]9090 l9 ammo AND 0•2• NOT PRIME 1NF90W0N 400 A SSE SPECIFIC PROMO L.R. WHERE 129E WE 397901085 DE)'NTE FROM THE PAC (8) O 12/990102 To OE RE9.0N00I.0 FOR THE SEIOTCN. PURCHASE *911 045TA11/00N OF MPS RooU69 BASED on TICS 94001469 *RIVAL PROAOED HE/SHE 00® NOT DEVOE PROM 711E Maims 001AEF0 04 11918 OOC119ENT. (0) 71,09 PRODUCT APPROVAL 00001E3.9 D81 HE CON00EPID D1VAL0 © LOCKING PIN SCALE 3/8' - 1' 12' MLR. FOR UP TO 9' -0" SHUTTER • BLADE LENGTHS AND 24' 18n. FOR SHUTT' ER BLADE LENGTHS GREATER THAN B 3.730'• PLAN 1 -I ID00' k 510E ELEVATION ® INSIDE LOCKER # 2 SCALE: 3/8° = 1" ¢ 110091• A) FLORIDA IA SPECIFIC POI= ROMEfre9 TM 00 BE PROVO 112 Vacs 3981 BECO9E THE PR0PR9011 OF RECORD SPAS.) FEN THE PROJECT AND WHO W01. BE RESPON806E FOR THE PROPER 155 OF THE PAC PROMSS101401, OF 420080, AC9N0 AS MOWED ENGINEER TO THE PAC ODNFER, S02LL sonar TO 949 LATTER THE ORB specific DRAWLED: FOR R&AED. (e) tics PAC SHALL BEM THE DATE ASO 01400141. SEAL MO M0001E OF THE PE NN. MOSES THAT PREPARED T. Approved as c9mp)y(SEwith 5110 PlosidB 0520 oG. 2 ®05 NOAH B ' o� Mimi Dade P58d2L9000l101, F.B.C.(H.V.H.Z.) /MIAMI -DATE COUNTY / IL EC ®ins. \ 1195.19 TESTING 29 ENOINEERINO COMPANY ONO R. 3NR tha,Arcog Q4407NL two, 33100 ES- 0008715 CHAT WALTER DAA UU # 44107E ASSA / ECONOMY ACCORDION SHUTTER AS SHOWN 80.45.E WEST PALM INSTALLERS. INC. (Assn # 332) 8748 84! 84 th AVENUE DORAL. FLORIDA 33180 • PH: (308) 408 -3578 12/03/04 DATE 9N. w TOW= OAS OVA PA 04 -159 0008)40 NO SHEET 1 OF 9 • ee • • • • • •o• • ••.. • ••• 0101 •• (BEE SCNEDULq 4100. 8S. 90.9. W/ 3 �� 91ANOON)..1.ON 100' 9.. 9.0.0 p /8'60/8' 1.1019 NYLON 11111!ll CONCRETE uLBI° 1111 car 9.9. 16.8..18/ 3 '1998 /B' LONG NYLON Bt79@10. (i)'D. 1011). OR ®OR® (C9 90109081140 POURED REQU0 +- APpTichl E r (SZE 2'x3' OR x4' 1 4•A-29 9.9. BOLTS 012'9.0. AL 95' 91/8• 3//B'0r8/a• r! LI1NQ 111104110 41023' 93. SAWN MO W/3 /NYLON RUSHINO EGON # Otte 90 SAM 8' 7F) rnAa (� OR • a••• • MS SCHEDULE 8MMUM SEPARATION TO EXISTING MASS • • • 1Oa3' Ls. S.M.. W 3/83'27/8° LONG WAN Bu9MNG. (bp. BOTTOH). WALL MOUNTING INSTAALLA N - SECTION A SCALE: 3/8° = 1° #1D0/2" S8 S.Y.E. • 3' 0A © claThruir - --®OR@ OR® g S.S. 3/8Ya7 /5''LONG NYLON Bu9Hwa (Typ. aOTrou). WALL MOUNTING INSTALLATION - SECTION Al SCALE: 3/8. 9= 1' 8 8° HOLE TO INSERT SCREW SILL WO ANCHOR REMOVABLE INSTALLATION) WITH NYLON CAP. 1093 9.9. 9.9.9. W/ • E0.10010. 7/1 OW. BDt1O0. 4lO4/4' 9.9. 8.8.0 8' 0.0 MOE OF SLAB IF APPLICABLE E VI/F1111. P880083909 INTO CALK -IN ANCHOR (SEE SCHEDULE). o P°P°C OAE�mLACK WALL REED REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B1 SCALE: 3/8' , 1' 410x1/2' 9S. S.M.9. E® 6' 0.8. (9a tsca41x0 I s 41091/2' 9S s.Afa•B•D.a POURED CONCRETE REQUIRED SEE SCHEDULE 019 60151U14 TO E789 i M SASS 910,• 9.9. 0.4.9. LNG NYLON 915HIN9. Gyp. TOP). OCR© POURED NCRETE CR 99999E19 SLOW 41023' 9.9. 9.MS. WALL REQUIRED WH /4Yt O /9' BUSHING. (ryp• 9O1011 A T MANE i3/°"B•� s� 901.0811 142 .-SEE 9CiE9ULE FOR 819. I SUMMON 10 00911N0 CLAM 41993/4' 9.9. SAS. 0 5' O.C. EDGE O0NC8 �PHCHOR 1.500• CEILING & FLOOR MOUNT. INSTALLAT. - SECTION 8 SCALE: 3 /a° = 1 • 0. INSTALLATION DETAILS 41493/4° 8.8. U.S. • 8. O.C. 1°x2°91 /8' AWm. ANGLE Cant. (8083 -16 ALLOY) POURED CONCRETE REQUIRED OR 4(0x3° 9.s. NI.S. 8/ 1/83'28 1110 NI NriON .09' Min. 9198189. (TYR '03' op 44' 8011014). OR oS' 91 /B' 1/411-20 89. BOLTS M AGNUS /WOLF 8//017 @ WASHER ALTERNATE 12' O.C. WALL MOUNT NG INSTALLATION (OFFSET) - SECTION q SCALE: 3/8° = 1 41093° 95. s.M9. w/ 3/8'0x7/8 LONQ 5111915 BUSHING. (1198 9Or1O14). 410x7/4' S.S. 9.05. OR 3/18.0 Alum. POP RIVE)) • 8' 0.0. ALTERNATIVELY ANGLE CAN BE TED AT FRONT USING THE 9A1E SPECS AS SHOWN FOR REAR N5 ALIATION. EDGE OF SLAB IF APPUCABLE ALTERNATE .eDD• 11/4's-20 9.0 BOLT9 RAW • WASHER 0 12' 0.0. 2'V3' OR 24. OR 20' 91/8• ALUMINUM ANGLE .. WALT. MOUNTING INSTALLATION (OFFSET) - SECTION C1 SCALE: 3/s° 9= 1• /z/ 1/4'4 -20 SS. S.M.S. W/FULL PENETRATION INTO QALK -W ANCHOR (SEE SCHEDULE) REMOVABLE FLOOR - SECTION 02 #1043' 118. 8.6.9. W/ 5BUSHING. RYP. 8O11O14). 41007/4' SS. 9.M,S 0 8' 0.0 MOUNTING INSTALLATION SCALE: 3/8' 1° E0.mE(1108 SCHEMULE SHEET B OF 9) ApplQ89d Os mnpiyiOg with Florida C" Z 1110 Date NOM Z Daid Yreka 4,1T.T` LYL11a F.B.C.(H.V.H.Z.) /MIAMI --DADE COUNTY / IL E c 0 INC. 11191' 111901150 • ENGINEERING COMPANY mro 1 22H'a' m'' oatizquo 19.01 EB- 0008718 FLEE= # L 411 P.E. ASSA / ECONOMY ACCORDION SHUTTER AS SHOWN SCALE ttl. 01 WEST PALM INSTALLERS. INC. (A98A 4 272) O748 NO 64 N AVENUE CORAL. FLORIDA Mae PH1J3OB) 408 -5518 es. 1 12/03/04 DATE 04-159 DRAWING No SHEET 2 OF 8 • • ninfogEffts rEmlicAoulF SLAB flew .as.tsus. sumo Ow) •• •. SEE 9 71COLE FOR MAIN SFPA3OON •'b =ENE GLASS •._.• • • • •.I. • • • • • •m,s/4. 9s Refs. --R ok 3/1 e'0 Alum POP • ••••▪ •g�L'E1s0ro.C••• • • ZGRNE7.8LTR ATEA0T VEPY(UJpp USE #10x3/4" STS • INS. OR 3/18 0 Num! •• • we WETS 09' 0.0. • Aj1Hi9 LOCATION. • • • • /10'3/4' E9. 8.14.S. as 3/trO Altura POP RIVETS • AALTETNA YY1 CONNECTION 99. 9.0.3. oR 3/18'0 Alum. POP RIVETS TH 'LOCCATION. areLONG NOON EIl9FON0. (1)p. TOP). --el 0 • • • t • REQUIRED �N • OR #108r e m /r LiONG NOON BUSHING. (Typ. #1Ox3 /4' BS. S.3.9. OR 3/18'0 Alum. PCP RIVETS 0 8' 0A. EDGE OF SLAB IF CEILING & FLOOR MOUNTING INSTALLATION — SECTION B' SCALE: N.T.S. —0 0 8 r. HOLE T 151 WREN 0901 (14009710 INSTALLATION) COYER WITH NYLON. CAP. I/4'0 -29 88 SUS. W PEMETRA197 0110 w ANCFOR (SEE SCHEDULE). 3/ rJe LON9' WNYLLON RUSHING. (Typ. B0170M 1410x3/4' 9.9. E.OS OR 3/18'0 Alum. POP RIVETS 0 e' so. _r U LE IF REMOVABLE FLOOR MOUNTING INSTALLATION — SECTION 81' SCALE: N.T.S. INSTALLATION DETAILS O> m> O> O> m> 0' 11'> O> GR® OA0oR 3109 OAF OR @CR® 014x.7/4' 9.9. ,gin E mm. Cunt. (SOU- POURED CONCROE SEE NOTES ON LOCHS ON SHEET 4 OF 9 FOR LOCK REQUIREMENTS E d INSTANCE (O�NSSHEET 0'or 6) TYPICAL ELEVATION N. T. S. g,au /4' sa. 9.0.9. OR 0/113Y ANm. POP F9YEIs • 6' 0.0. CONCRETE (9EE 801400ULE) 0OIO N AT TOP UP. Use @79x3/4' 99. 40.9. OR 3/1e s ARM. POP RIVETS 0 E' 0A. AT THis LoG1194. WM 1 /N -20 E.S. BOLTS 0 /NUT 8688)09 O 12' 0.0. 213' OR x6 CA x8' x I/O' ALU14976 ANSE ALTERNATE WALL MOUNTING INSTALLATION (OFFSET) — SECTION C1' SCALE N.T.S. j10.3' 93. 405. W/ 3/8.0e7r6, LANG NYLON 5(091158. (Typ. 010x3/4' 8.9. 3 /16Y Nan. POP RIVETS 0106'D.C. ALTERNATIVELY /W61.0 CAN BE AT FRONT USWO THE AS REAR INSTALS/GM . SHOWN FOR 3 1 I I m APPLICABL I/00-20 99. S.M.S. 71410 PENETRATION 10/14 CALK-IN RATION SOMME). REMOVABLE FLOOR MOUNTING INSTALLATION — SECTION 82' SCALE: N.T.S. ♦),lhc3' 9.B. 8.4.8. W/ 3/8•00/8' 1070 NYLON BUSHING. (Typ. BOTTOM). 11104/4' S.S. 8.0.S. OR 3/10'o Alum. POP RNEts 008' 0.C. ARprosed asm®plyIO877'CD the Florida Mae 7 "LO NOM hitasnlaidoPeedart F.B.C.(H.V.HZ.) /MIAMI —DADE COUNTY ASSA / ECONOMY ACCORDION SHUTTER AS SHOWN SCALE / IL E c O 1Ne. TILLIE TESTING 01 ENGINEERING C00PANY 0.4 N.& 406 0. Px�.91'J.� GImOb A Boa ltlon 14®7x+1016 R�7�' WALTER A. FUN= wo. Jr.. 441e7E WEST PALM INSTALLERS. INC. (11 ate) 8748 NW 84 th AVENUE 00RAL. FLORIDA 33188 Pit (308) 408 -3878 12/02/04 SATE m. a 1 000000 50 RA x. liStORPal OCIt 04 -159 DRAWING No SHEET 3 OF G CONCRETE aACHORS C. • • ®0631•00Q 0® ,013c" POURED CONCRETE COREANCRETE BLOCK WALL RM • • • •• NUM CONCRETE OR ciNCRETE SLOW. •. REQUIRE% • �/� • • • • Watt • • • • • • r«Z'At /8' OR • • • ASWM 1110E (8053 -75 ALLOY) • • • • • • .• • . • •••• •• • • • ••• (A3FJ..TE TO ®) ITT •. • • • ••• ••• • • • Viol Num. PCP • • RIVETS OR #14x3 /4'� • SAS. ®8' 0.0. • •••• 1°x10%* 8' Co*L•AWm. ANGLE 0D®-Te fP1.OY) • • SECTION D NOTE i SEE NO1ES ON LOCKS ON THIS SHEET. VALID ALSO WED SKIT ER.1 AND ONE SCALE N.T.S. ** SECTION E SCALA N.T.S. EFE51/8° OR COMM TUBE (8083 -TB 3/18'0 Almon. PCP *VETS OR #1433/4" SMS. • 8' O.C. (Typ.) 3/8' 0 HOLE FOR LOCKING PIN 1/2511 I/2' OR 1 1/2•x2' 0R 2512' OR 25r3' 0R 2'x4' OR 2'x8' x1 /8' ALUMINUM ANGLE (8083 -T8 ALLOY) #1493/4' S.M.S. OR 3/18 °0 ALUMINUM POP RIVETS 0 9. 0.a (8.10040[ 10 ® ) * „ ** —J 1 I J CONCRETE ANCHOR& •a'ae ISOMETRIC (Typ. AT TOP (CORNER POST) & BOTTOM SLABS) 1.000' 04,00044008 ®OR ®OR®OR® OR 15g1'3e1/8. Cont. Ahen. mote (80•3 -18 ALLO1) O AMMO 10 ©) * (4.0701316 TD ®) * SECTIO El SCALE N.TS. POURED CONCRETE OR REQUCONCRETE BLOCK WALL POURED CONCRETE OR CONCRETE RUMS WALL REQUIRED 251rxt /8' AUSSINUM ANGLE (6083 -T8 ALLOY) NLTTLT� ANCHORS • 9 0. a • iN #1433/4' SALS. OR 3/1S'0 ALUMINUM POP RIVETS • 9' D.C. ALTERNATE CLOSURE DETAIL W/ SCALE 3/4' - 1' 1 1/2°x1 1/2" OR 1 1/Ex2' OR .o2' OR 2°x3' OR 2'x4' OR Eke 21/8' ALUMINUM ANGLE (8083 -78 ALLOY) #193 /4' S.N.S. OR 3/10°0 44.UMIN00 POP MVETS • 9' 0.a P014 10CIONO PN ONE SIDED SHUTTER; END CONNECTION DEYAIL� of SCALE N.T.S. 801022 ON 142222 • SPAN ATT 340iALLATIIO 11 QiFEET 08 ELELDRIGiiND FOR ATTUNE SO FEET 50811ER SPAN0 ii701'LATER THAN e ELF/4140N OF VD MEASURED AT 80110N 6HUMIFR INSIDE L0CK17t M 8E0510 HED TO QD&�8Y MEWS OF 2 THUMB SCREI4. CELT 41 LOCffR L L� 111�ADED Y OE A9 AN IOCNEH 6 AITADNHEO 1(� . 0 W 1 0x1' LONG S S 6OLT R 1/235/0' 7109 SHEET. ALULSNUM flMNlll'. SEE Y DETAIL ON e✓DETYALN MTj 7� 4(8 00 1WFL�11 'a0 -08*1 1 4' S.S. 1HREPOF0 0OLS 8/ /84` - 240//8'' Y 180800E0 410810 0 HMNUS. SEE 881811.8109 0E06. ON 408 SHEET. 4 FOR INSTALLATIONS WIDEN 1131 811401 30 FEET ELEVATION MEASURED AT BOTTOM OF 040111 t AND N A00RION TO Ernet 814 um LOCKERS, A REGULAR T LOCK I A8 BE USED FOR PURPOSES AT ANY DESIRED =CON OF CQi1IANAE ONSIDE CR 0519NE). MALL ALSO HE VENOM FEW THE THE 08 08 SUWM T LOOK OR FROM EOTNER smarm BOIN88EN139 SHOWN ON 0001104 0 pummel L9 MOAE b). FOR 180Tp011. 10NS ABOVE 30 FEET ELEATIC9 a'' MEA8Dt&D AT sitnneR BOTTOM USED SED IN LDO�3 Op VAY SPAN OF �CE'ARERMATE FACERS OUTSIDE OR INSNS. FROM USED INSIDE, MINIMUM SEPARATION TO CLASS SHALL ALSO 8E 804000 FROM THE TIP OF SUM, T LOCK 0R FROM THE SHUTTER COMPONENTS ECM ON SEOOON O 0.1iPW LS MORE CRel CDRODR6 OR ei®� C� o10 O (AL.MFNATE TOO) * SECTION D1 (MULTIPLE SHUTTERS) SCALE N.T.S. (080013 ALTERNATE USE OF 0J LOCKER Wj RIVNUTt AS INSIDE OR OUTSIDE LOCKER SCALE Alain. PNNUTt (Typ.) NYLON SCREW HEAD 141 SERIES 0444 ALUMINUM 13 LARGE A4 MM ACN A RFD 8Y DEL PART TECRP8W PAREPPFNT. NEW JERSEY 07054 OR EQUAL. Approved es complying with the Florida Daft J. ZB- Niami Dsdtir •dam BY F.B.C.(H.V.H.Z.)/MIAMI—DADE COUNTY ASSA / ECONOMY ACCORDION SHUTTER AS SHOWN SCALE / IL GCO e. TILLIT TFSRNO & ENOINEERIN0 COMPANY " RR4gM'mL ei'Ma ml. Olin EE- E0000718 1m1 WALTER A. TUT MR= L 410E 12/03/04 DATE 04 -159 DRAWING K0 • •• • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS EOM 1. INSTALLATIONS ARE ONLY YALIO FOR BUI LDy=9 WON OE959 LOAD UP TO 79.3 Pfc. Af D 9' -C Its= SPAN. 2. NEAT 2' x B P. r. TO 8E BCU1710LV PINE No. 2. SURFACE) OW WITH 19 & N. 00.090 592 SPECIFIC ON DENSITY OF 0.89. a FOR NEW w D CONSTRUCTION: 0 MEMBERS TO HE SOUTHERN PINE N0. 2, • (ENS ry OF a %%UAL ••el • • • • • • •• • ••• • ••• • • • • •••• • • •••• • • • • • • • , �OA4• asc� SEMI .7r- 2.33' OR se OR se x148• -. ANEW (6003 -19 AUOM. • • /111F3' &IL WAS. W/ • - • • • 3 8.3/0' LONG RCM •v r• 1/411-20 E! BOO9. 1260.0. 4 NDT • SEE ME RU FOR SEPARATION 10 9051010 CLASS • CLASS 1/4031 1/2' 100 %ROM O O' PAFTm 0 trigs. Kai o.c III�°�W�II Carr SA WA Laimazgae ,_LLI 98.0 ( 1 4•x1 1/2' LAO ALTERNATIVE 1 410r3'Ba 20084/ bYP 4W// LAO 0016' O FUON 8(118 920x6' DF ANO 4/1 ALTERNATIVE 3 O i'F]a07WO 0 aura(1. 0.e. .4oe•0/4 40. 10.• 8,5. B.M.B. 4 /6.0x0/0• LOC NYLON B 001249 MP) 410.• BALM 9/ J /B'h7AATID mT4 /411 SS. I /4. S .. 9038 012• as a • 0. 00. 8/ NUT 4 91091.0 ALTERNATIVE 2 /9S9tlN0 01053 2543. OR or 00 xe' .1 /e• Alum. ANGLE (OOD3 -TO ALtOI. NLW P.T. 2•00' Cad. (2)1/4 %5. 1U.0 SCRIMS 0 EACH STUD OEM , A1De4 r t0a 57137 (2)414.3/4 8$ mots • 6. 0.0. 9. SEMEN 10. saxes 0 WILL, rs, !IIIIiL 411111.111' RS Ma MOA90N TO 190052 51449 Y1C,1/2' 0.0.8S 8,612. • 0' . 9030 TRUSSES 24 CLC. MOORED 1'14x1/0• (Nh.) DDD3 -70 Aiwa 108E 4 f210 01 O1 9001) NOMA. NCOCINAL rang R P no Ti/ s' an. 11/_._ 0 -008�9' 1000 OT/6Y swum (1202 P3P). it II II tug 1/4•bQ 1/2' 8.9'0.0. g. RUMP II _III 1. w/ 1/49 .x1 o 1 vs 00,0191 Da poor B.B. 8.MS. N 4R{ 9s (0-) D NOON U/ D •� 101094 49.1M9a 0 6�aa 2•x6• MOO DEN =UM CEILING & FLOOR MOUNTING INSTALLATION - SECTION @ SCALE: N.T.S. 61ASS 1103/4' SS. -©F 0R © / M y B10a1/2• SS. It- ri0 null . . ;I5 l ..„,.... ,,,,,, , _.. _ k. 123. 8.. BYE. U/ memo. Mo. 000rc0. MP 15N111 aita.' LAO 0 am (eta) T6 AND Tv 2• Wn. PENSTRAI0N 0 Iivi HiN441.1.6H141.1 J l 4 '1 1 r WALL MOUNTING INSTALLATION (OFFSET) SCALE N.T.S. ALTERNATIVE 4 NEN 2500' P.T. Cad. ODOR RAFTER OR ; LOCATE SCRUB AT UMBER. DF EGOS MOD 2mH)4 rla� "` Wm .' /tear 89. 81 S w/ 3/91 (i)0.2� © CEILING MOUNTING INSTALLATION SCA - SECTION B1 LE N.T.S. 0 3O0 1/4.9-20 S.S. BOLTS 0 12 04.4 NUT & )1" 0R NOTE : CON NE0 A9 FFUCABBIE. POW a MUM 851 800. MP. sorrow. (003/4 B0. 9.0.9. • 6.3' DR n6• OR 9• 01/6• Awn. MOLE (0003 -T0 ALLOY. 114x1/6• 008310 Nun. Tune ( SLID (MASH MI W�3 • V1/ 61% ERMS OF WOO 000 4 IU 2. IBC P91EDU910N WO STUD. Approve) es DoalpMBg 1/)91 troo Flarbia � Date 2 ZOO hootacControt 14i ONO 451 F.B.C.(H.V.H.Z.) /MIAMI -DADE COUNTY ASSA / ECONOMY ACCORDION SHUTTER AS SHOWN SCALE IL Eco INC. \ TOUT TESTING & ENGINEERING COMPANY F1WJe L2.e 1%erf50 , " 03- 000)710 MU ROMA ER A. WEST PALM NSTALLERS. INC. (ASSA ® 332) 8748 NW 04 th AVENUE OORAI, FLORIDA 33188 Iii 0.•.•I (322 400 -3878 alt. 6Y. 12/83/04 DATE I UMW= I 04 -159 DRAWING No 00028 9 OF 9 • • •• • • • • •••• 1 • 5981110 2.1• Cont. WOOD Ire' HFAOER RELSJIDm 1/4.503' LO181 LAG SCREWS • Se O.C. W/ 1 1 2. 14n. WO DREADER.O O�IWD #10x3' S.S. SdLS. W/ /C •. 3/8 °0 x0 /8' LONG NYLON _� / 1111 • IriG • • • •••• • •• • • • • •••• • • •••• • • • • • • • •,WILL MOURITIN•G• INSTAkIA"T]Qa - SECTION Al • • • • SCALE: N.T.S. • • r •• Pear S.S. SAS. 1Y/ 3/5•140/8' LC= NYLON 051515310. (T(P.) • • I••• • •• • • • VnULE FOR ramuA SEP -�' TO EXISTING MASS ••• / N8511258 0 8OA 1/459 1/2• LAO IO / 0 •• 11141- L ALTERNATIVE 1 #190" 84. SAS. 5/ 9 /8•657 /8' LONG NY1.05 5995610. (Tr. BOTTOM). DR 05 NOY P.T. 215• Cart. 1/4'508' IM 5114519 • BACL1 MUD OF INTO 5 /2'614. 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WIN DESIGN LOAD LIP TO 70.3 npa�.f. Arc 9.-0" Mme. SHUTTER SPAN. 2. NEW 2• x Li P. T TO BE SOUTHERN PAD: Na 2. SURFACED CRY WITH 16 9 IL M. W SPECIFIC DE61511Y OF 13.55. 3. PINE NN�a MN / C DENSITY o. OR NSTRION155 ECUAL TO BE soUR03W INSTALLATION DETAILS ON EXISTING WOOD -BUILDINGS / ►t i / .n.l�►l�I� REQUIRED SCHEDULE FOR ,. BEPAAATLON 10 F7581W0 "f11.A£9 1/4.5043• LONG LAC 8115 l9 o e• ot 1 d144111. PENETRATION TO WOOD READER. WOOD ER #14x3/4 58 MS. O 5 0.C. 0 ► ��r�1 'F I.lrfl 01*• S . SALS. W/ 3/8157/E. i- LONG NYLON PUSHING (A7. BOTTOM). lir v_ 15.3° S.S. 5J1.8. 5/ /8•010/8' LONG NYLON 813S1I/54. TOP 0R®ORgi #107.3" 05. 8 61 .5. /N 1*/' RUSHING. (135.) -0 0.0 Y.2•n /5 ALUMINUM FMAII 1 /4'La4' LSNC LASCR6Y9 o r ac. W/ , ten. PENETRA110N TO WOOD FIFi{OER r B1a� . ° 70 W/ 3/8.508/6. 1ONG NYLON IANNusrmva -TOP :� i Rpm dG� 11_0 51 WOOD HEADER REQUIRED SEE SCHEDULE FOR MINIMUM SEPAR4T10 TO OWING GLASS ALTERNATIVE 3 ATERNAT�IE 2 / NEW P.T. 6x4' CorS. W/ 1/4°91*• LONG LAO SCREWS • 5. 0.C. N 1 1/2" 1914 rENE1RATLON TD ,D54RNG � FIFADFR. 110 4194. 68 Gals. W/ 3/8'3/2. LONG W/ IAIM ‚i_®°° 59511010. (TFP.) ALTERNATIVE 2 114.41/8' HBO 8593 -45 Norm. TUBE (0050) 5/ 1/41551 LAG SCREWS O EACH ERE 0709811E 8IED AND •/ 0. 1511. PE 1519885 WALL MOUNTING INSTALLATION (OFFSET) - SECTION A2 SCALE: N.T.S. WOOD HEADER REQUIRED SCHEDULE FOR MINIMUM SEPARATI TO 07581190 GLASS ALTERNATIVE 4 Coat EQUAL. TO ALTERNATIVE 1 Zimgan 20l0ODy48B7.11b9046 Date 01e l0J NOM0 05.24 nz. laud Dna Praduct Canted $Y F.B.C.(H.V.H.Z.) /MIAMI -DADE COUNTY IL ECOINC.\ ASSA / ECONOMY ACCORDION SHUTTER AS 5110154 SCALE TILUT TESTING k ENGINEERING COMPANY L88O.IsaSRp4.maVI7AR 4x106 PmP B- 0008715E 6 . E. WALTER A. TRW FLORIDA LI* 44167 S14. 60 WEST PALM INSTALLED, INC. VSSA63W 5745 NW 84 9 AVENUE DURAL, FLORIDA 33165 PH. (308)_ 468 -3576 LEMMAS Oilr wmFY 12/03/04 DATE 95.1.5130 I - 04 -159 DRAWING No SHEET 6 OF e • • • ALTERNTST E.Y TO CONNECTION T TOP UP. %1e- / Baum. A RIYfl9 • 6" 0.0. T THIS LION. • 0 .00,4490 9•19.9o51:1- I ` 17r 1= =SONO =SS 1/4 °021 1/2' LAO 3CNE.Y8 • 6' O.R 4 • •• • #10.3//4" 58. 5..5. OR 8/16'0 A1864 POP 0443.1808. 0.R !:� • •• ••• • ••• • �31 1/40 -20 9S. 50193. 12' RR W/ NUT B 22A5140II -0 #10.3/4" S.B. S.M.S. 0R 3//10'0 AOan. POP 00E18 . 6' OA #10x3' SALS. W/ 3/6'0%7/6' LONG NYLON BURR (Two. SOTTO -2'x.7 OR 04 OR 26' Aron. WAS (0-19 ALLOY. 1406 P.T. S'99 OaC 1/ia8' LAG Sera 0 0 9 APE( RARC0 I a M.0 rua ALTERNATIVE 1 AL gyomryy ��O0NECRON AT • tlx3/4'd.a. ff MS OR 09 3/ •OE .5 WVh'15 . RIVETS 4Ur 0.C. 5' LOCATION. /Pm510ID 15A95 14409/4' 5.8. m 6° 0.5. 0 24 as W1Lm •1.1d∎I,Id,4b41q,U1 M% Id , ,III --0 .500 1/40 -20 5.5. 50175 m 12 9.0 A WIWER 213° CR x4' OR or We AI�.JNOLE (5053 -10 ALLOT. 114'x1 6) 1/4 090' 0*0 E0 0 81OI MIS (L / OF CJf052.15V0 8r NH. ON #10.3' 5.0.8. W/ 0, 3/0'0%7/5' LONG 7 NYLON HUSHING. (1112 �ieGT7Gre). #10x3/4' 59. 5458. OR 3/18'0 Alum. POP RIVETS m RP 0.R ALTERNATIVE 2 WALL MOUNTING INSTALLATION (OFFSET) - SECTION A' SCALE N.T.O. WOOD MUM j2R 9748.3/4. 0.5. m 6'GA:. 11[411/8• N Oa.) 6062 -19 Aim*. TIME I/ (2)6/160x4 SCREWS �TR08E. 191.F.fS T MINIM OF 081618 WOO 230950. MN. NOWNAL 911114) W 2' Wa. PENETRATION. 10.3' 8,3. 9.03 W/2/8.229/5 LONS NYLON 0711.) #10%3/4' 93 SAd.8. OR 3//10'0 Alum. POP RIVETS 0 6' RR ALTIMATIVELY 90 CONNECTION T 10P 1.12, USE 111083/4' S.S. OR 3/16'0 Alum. POP WETS 0 0' 0.R AT THIS L01AT10N. J' 0 0099/6° DM NYLON MP. 10•). ORO 3153' saes W/ tl 3/6'027/6' LONG NYLON BUSHING. 00. 5S. &M.S. OR 3/15'0 Mum. POP WETS m 6° 0.R OEM 9 CEILING do FLOOR MOUNTING INSTALLATION - SECTION B' SCALE: N.T.S. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS tign 1. INSTALLATIONS ARS ONLY VALID FOR 3.1003150 WIN OE91GN LOAD UP TO 75.3. Afro e' -0' Mox. SHUTTER SPAN. 2. NEW x 9 P. T TO SE SOUTHERN PINE No. 2. SURFACED DRY WITH 19 9 IL M. C. W 92141110 DENSITY OF 095. 3. FOR NEW WOOD CONSTRUCTION, W002 MEMBERS TO SE SO011409N PINE No. 2, W/ SPECIFIC OETI50Y OF 0.95 OR EQUAL Approval as eemplyl08with E$6 8696 • ' NOAY 0 'iL''F-TI .. • 2. b2(vISl (fie p7sd*6: - Z," F.9.C.(H.V.H.Z.) /MIAMI -DACE COUNTY ASSA / ECONOMY ACCORDION SHUTTER AS SHOWN SCALE / _IL EC0 MG. ` 111117 TESTING & ENGINEERING COMPANY e•0 %'vf,ZI. Wire. 02.tptfl m 103-12105719 atu I 44167 WEST PALM INSTALLERS. INC. (AMA f 322) 5745 NW 04 N AVENUE MI( PH 3 FLORIDA 045 X75 12/03/04 DATE -.3. 6� er. 6. 04 -159 DRAWING No SHEET 7 011 0 MA%I1981 DESIGN LOAD 'W' (9.41.) KAMAN PAM SPAN OX) MLNMUM SEPARATION To mass •.. •• • NOTE 3 45.1 12-0' 12 -0' 4• 2 1/2' 47.8 12-0' 12-8' 4' 1 1/2• 49.0 12 -0' 19-8° 4' 2 1/2' 849 18 -0' 12'-4' 4' a 1/2' 92.0 1210 12 -2' 4• 1 1/2' 8144 12'410' WA* 4' • ! */2' 76.1 10' -1° 19 -1' 4' 2° Q_",8►8..2 �:.'7ia�.99��� 11'40' r'r 4' 4° • 1/4' �2 _J<•6TLL_ 572 11•-•' .9l� 4' • • t Eta PirillEgigrril 18 -0' 3 1/2' 4' •2 V1i 59. 11'.1' 3 1/2' 2° 788 RitgallinlitigaMaaltelta 9 -10' 3 1/2' 2' 80.7 •6917 11'-4• WGi4illrallii7fi7 a' 61. 814 11-2' 1119 =RI 828 ••16 11-1' 11-1' illEMI 11-1' 11551 4' •2 I/O' 2' EIMIMESI 9-5' 4. • Z7�___ 83.9 847 err l 4' • 2218' 83.7 11' -2'y � � URA 2' } 9'-4' 4' 31/2' 87.0 10' -8'• • -P 9'-2' 3 1/2' U 8 � I ' • L . .0 ,(VALID FOR SECTIONS A, Al, B, 81, 82, C & C1 ON SHEET 2 OF 9). NOTE DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 -98 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUN.IFY AND NEED NOT TO BE CHECKED. .. MAXIMUM DESIGN LAM PANEL AN (11.). MPN[UM SEPARATION TO CLASS (1n.) •.. •• • NOTE 3 67.6 10•-8• 10' -8 ° 4' 2° 70.1 10-9• 10'-8' 4' 2' 71.1 10'-8' 19-8' 4' 2° 71.4 10'-4' 19-4° 4' 2' 71A 19-4' 12-4' 4' 1' 72.9 10' -3' 10' -3' 4' 2° 76.1 10' -1° 19 -1' 4' 2° 76.2 10' -1° 19 -1' 4' 2° 75.3 18 -1' 10' -1' 4' 2° 77.0 19-O' 18 -0' 3 1/2' 2' 77. - 9 -11' 9-t1' 3 1/2' 2° 788 9' -10' 9 -10' 3 1/2' 2' 80.7 9' -9 9-9' 31/2' a' 61. 9'-8' 9-8• 3 1/2' 2° 828 9-8' 9'-8• 3 1/2' 2' 93.4 9-7' 9-7. 3 1/2' 2' 89.2 9-5' 9-9 3 1 /2' 2' 847 9'-5' 9-5' 3 1/2' 2' 88.5 9-0' 9' -5' 3 1/2' 2' 889 9'-4' 9'-4° 31/2' 2° 90.3 9 -0' 9'-2' 3 1/2' 2° 90.8 9 -2' 9-9 3 1/2' 2° MAXIMUM DESIGN PRESSURE RATING `NP (p.•.f) ANp CORRESPONDING MAXIMUM ANCHOR SPACIPU On.) SCHEDULE. + (VALID FOR SECTIONS A, Al, B, 81, 82, C & Cl ON SHEET 2 OF 9). MAXIMUM DESIGN LOAD "W° (p.a.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR M (TO MASONRY) PIDDR / MOUNZTING ING IPSTAU BOTTOM TOP OR BOTTOM (TO CINCRETE) NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 1401E 2 NOTE 3 FROM 45.1 TO 61.8 9" 9" 9" 9" 9' 4 1/2' 9' 9° 8' 9° 9" 7° 7° 7° 8° - 0' 7° 8' FROM 61.9 TO 75.3 9° 9° 5 1/2' 9' 8° 2 1/2' 9' 9° 7' a° 9° 4 1/2 9' 7° 3' 9' 9 1/2'4 1/2' FROM 75.4 TO 91.4 9' 9' 6' 9° 3' - 9' 7 1/2'6 1/2° FROM 91.5 TO 120.0 9' 4 1/2'4 1/2 9' - - 9' S 1/2'8 1/2' FROM 120.1 TO 168.1 7 1/2'4 1/2' - 2 1/2° - - 7' S 1/2' -, FROM 188.2 TO 226.3 4 1/2'4 1/2' - 2' • - - 5 1/2'5 1/2° - * VALID FOR UP TO 3 -0' MAXIMUM SPAN. ANCHOR 0PAOING LEGEN0 (1) Max. ANCHOR SPCO. VAUD FOR SPANS OF 8' -0' OR LESS. (2) Max. ANCHOR SPCC. VAUD FOR SPANS GREATER THAN 8'-0' TO 8' -8'. (3) Max. ANCHOR SPCO. VAUD FOR SPANS GREATER THAN 8'-6° TO Max. ALLOWED. 01 29 LOW "V (pat.) KAMM PA SPAN MINIM 0EP 2I3N • w • a 91.4 9-2' 9-2' 31/2 2 °. 92.7 0 -1 9 -1' 3 1/2' 2' 83. 9'-O' 9' -0' 2 7/8' 2' 84.e 9-0° 9 -0° 2 7/8' 2° 89.8 2 -11' 0 -11' 2 7/8' 9 98.8 9' -11' 8' -11' 2 7/5' 2' 97.7 8' -10 8' -10' 2 7/8' 2' 100.0 8' -9' 8'-8' 2 7/8' 2° 101.9 0 -8' 9-8' 2 7/8' 2° 103,7 9-7' 8' -7' 2 7/8' 2° 109.0 8' -8' 8' -9• 2 7/8' 2' 108.8 0 -0' 9 -00 2 7/8' 2° 1109 8-4' 0 -4' a 7/5' 2' 111.0 9'-4° 8'-4° 2'7/8' 2' 114.1 9-2' 9-2' 2 7/8' 2' 118. 9-2' 9 -2' 2 7/8' 2' 118.9 8' -1' 8' -1' i 7/8' 2' 117. 9' -1• 9 -1' 2 7/5° 2° 119.7 8' -0' 8' -0' 2 7/8' 2° 120.0 9 -0' 8' -0' 2 7/8' 2° 121.1 2-10' 1-10' 2 7/8' 2' 1228 1-8° 1-9' 2 7/8' 2' + USE TAPCON ANCHORS, ZAMAC NOUN & CALK -INS FOR INSTALLATIONS 0/ DESIGN LOADS UP TO 75.3 paf. USE ONLY TAPCON ANCHORS & CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.o.i. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3° E00E DISTANCE. FOR E. D. LESS THAN 3', REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E D. FOR CALK -IN ANCHORS LS 2 1/21. THIS OPERATION SHALL ONLY BE PERFORMED WHEN REQUIRED SPACING RESULTS INTO A MINIMUM OF 3° 0.0 ACTUAL E D.- EDGE DISTANCE FACTOR -... 2 1/2 °._ _ .75 2' SO TAPCON OR CALK -IN 2AM•C NOUN TAPCON OR CALK -IN UP TO 753 P+.f. > 783 p.x.1. TO ANCH09 LEGENLIS 22e.3' 3° MO.. NLANDHORS 953)19E0 END S ANCHOR SPACING GIVEN ON SCHEDULE ,,TACGEREO 800110 6 ANCHORS USED W/TRACI( A' (TOP & BOTTOM SHALL, BE INSTAL.LFF� STAGGERED AT Max, SPACINGS INDICATE) ON SCHEDULES. // MA( DESEIN LOAO MAXIMUM PM SPAN (94 111258114 A ON TO MASS Om) . •, . « 185.2 128.3 7 -7° 7 -7' 2 7/8' 2' 128,8 9-9 1-8' 2 7/8' 2 1297 1-0' r -r 2 7/8' 2' 129.8 r-4' .9-4' 2 7/8' 2' 1309 1-3' 7-3' 2 7/8° 2 131.8 1-2' 7 -2' 2 7/9 2' 134.3 1-1' .1-1' 2 7/9 2' 1382 9 -11' 0 -11' 2 7/9' 2' 137.9 9 -10' 9' -10' 2 7/8• 2' 140.7 9-9' 8. -9' 2 7/8° 2' 142.8 9' -7' 9-7. 2 7/8' 2' 1459 8' -• 9' 7' 2 7/8° 2' 147.0 8'-8' 8' -8' 2 7/8' 2' 148.4 2-4' 8'-4' 2 7/8' 2' 152.8 9 -2' 8' -2' 2 7/8' 2° 153.1 8' -2' 9-2' 2 7/9 2' 188. 9'-0• 8-0' 2 7/8' 2' 187. 9-0' 9-0' 2 7/8' 2' 1879 9-0' 9 -0' 2 7/8' 2' 180.9 9 -11' 9-11' 2 7/8' 2' 184.7 8' -10° 9 -10' 2 7/8' 2' 194.4 9-8' 2-9' 2 7/8° 2' MAXIMUM 0 (p.40 PANEL. SPAN (9.) MII�U 9 aLes 8) . •, . « 185.2 8' -8' 9'_9' 2 7/8' 2' 188.1 0 -0' 9_8' 2 7/8' 2' 188.7 8' -r 8' -T 2 7/9' 1' 170.0 9 -7' 9_9. 2 7/9 2' 1718 9 -9 8•-5• 2 7/8' 2' 1788 0-4' 8'-4' 2 7/8' 2' 180.3 9-3' 8'-2 2 7/9' 2' 189.o 8' -O' 0.0' 2 7/8' 2' 195.2 4' -10' 4'_10' 2 7/8' 2' 187.2 4 -10' 9_10• 2 7/8' 2' 188.1 4' -9° 4'_8' 2 7/8' 2' 204.7 4' -7• 4'_7. 2 7/8' 2' 211.3 4' -9' .9-r 17/8' 2' 2186 4'-4' 4'_4" 2 7/8' 2' 221.8 4'-3' 4'-2 2 7/8' 2' 2283 4' -2° 4•_05° 2 7/8° 2' TABLE 1; MINIMUM SEPARATION BETWEEN GLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN, FOR ;SHUTTERS INSTALLED WITHIN 111E FIRST 30' -0' ABOVE GRADE OF A GIVEN BUILDING. 30' -0 ELEVATION SHALL BE MEASURED AT 901T0M OF SHUTTER. SEPARATION TO BE MEASURED AS INDICATED ON SECTION 0, SHEET 4 OF 9. SHUTTER SPAN (ft.) MINIMUM SEPARATION (In.) LESS OR EQUAL THAN (' -0' 2 7/8" > 9' -0' TO 10' -0° 3 1/2° > 10' -O' TO 12' -0' 4' • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0' ELEVATION OF BUILDING. y o M MUS� SHORTER THAN TEMAXXIMM A 0810 OWN ON SCHEDULE •• FOR SHUTTERS INSTALLED ABOVE 30' -0° ELEVATION OF BUILDING, MEASURED AT 90TTOM OF SHUTTER. APpmed m 00®p13409 Mg' 114 FHadda Cade oau • 1 Z, .Zoo NO : • _ ...Z Mind Dada Arad0n COateoH F.8.C.(H.V.H.Z.) /MIAMI -DADE COUNTY IL EC0 Inc. ` TILLIT TESTING & ENGINEERING COMPANY 1-°fG• Ni` 1 -'u „0590 EB- 000T718 FLORIDA � Zoo.. 9 .1.1. 167 E ASSA / ECONOMY ACCORDION SHUTTER 85 SHOWN SCALE WEST PALM INSTALLERS. INC. (Am 9 332) 8748 NW 84 tN AVENUE H637P. ((308409 -88 12/03/04 DATE .0x92 ma a a .» pm 04 -159 DRAWING No SHEET 8 OF 9 • •• • • • • • •• • • • ••19 • 5.0116891 DEMON LOAD PAM. SPAN (R ) MOONBM SEPAA010T1 TO ASS MASS On.) M • NOM 3 , 87.8 40.1 12'-0' 1s -3' 4' 3• 47.8 11-0' 13' -1' 4' 3' 42.0 12'40' 13' -0' 4' 3' 80.9 12.4 12' -11' 4' 3' 82.0 12'90° 2' -18" 4' 3' 10' -11' 19 -1.1' 4° 2 1/2' no man -,00 4' 4' 3' • 3'• ill i' lire17Cn X121.1 �!j1 4° • 85•8 12'-0' MING111 2 1/2' 77.0 87,2 18-9' 11,221111311111 2 1/2' 77.8 a 31 8 1741" 19•4" meggi 78.8 117 -8" 10'-8' 4" 2 3/9' 80.7 &La 1r-o• 4 4' ��9� �• 117-4' 4° 4° • MI 1pT�' -11• 11' -tl 4' 2 3/8' 619 nom�' -1j0r'� s••,11d9�� 1' -10' 4" • Wil 88.2 10'-0' c biaMIRM111011161 '48 1115111•1112141 847 4' KOMI 3 1/2' 2 3/9' 88.8 17 -0' 17 -0' 3 1/2' 88.0 11'x' 11' - - 4° 2 3/4' 87.0 17-5' 1 fa' 4' 2 3/4' • • .. C l . .X • : I 1 t. O 1 411• ( : 2 (VAUD FOR SECTIONS 8', B1', 92' & 01' ON SHEET 3 OF 9). NOTE: DESIGN PRESSURE WINO CORRESP01402 ONLY TO NEGATIVE PRESSURE (SUCTION) LOAM, IN ACCORDANCE WITH ASOE 7-98 CRRERN FOR A OMEN OPEN159. IF NM/OK PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE W1LL AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHECKED, ., MAXOBEM DESION LOAD (Pa A) IdaalMI PANEL WS (TO ammo EMPANATION 70 GLASS On.) • M • NOM 3 , 87.8 17-4' 11'-4' 4' 2 1/2' 70.1 1742' ' 115.2 4' 2 1/2' 71.1 11' -1• 11' -1' 4' - 3 1/3' 71.4 11'-0' 11'-0' 4' 2 0/2' 71.5 12'.-' 17-0' 4" 2 1/2' 72.9 10' -11' 19 -1.1' 4° 2 1/2' no - 117 -9• 19-1 4' 2 1/2' 78.2 19 -8' 19-27 4' 2 1/2' 78.7 .10'-9' 18-2" 4' 2 1/2' 77.0 10' -8' 10' -8'. 4' 2 1/2' 77.8 10' -7 10' -7' 4' 2 3/8' 78.8 117 -8" 10'-8' 4" 2 3/9' 80.7 10'-5" 117-8' 4 2 3/8' 819 117-4 117-4' 4° 2 3/8' 829 10'-3" 117 -3' - 4' 2 3/8' 83.4 17-3' 117 -3' 4° 2 3/8' 88.2 10'-0' 19-0' 3 1/2' 2 3/8" 847 17-0' 117 -0• 3 1/2' 2 3/9' 88.8 17 -0' 17 -0' 3 1/2' 2 3/8' 88.8 17 -11' 8' -11' 3 1/2' 2 1/4' 80.3 8 -10' 8' -10' 3 1/2' 21/4' 909 17 -10' 7-10' 3 1/2' 2 1/4' MAXIMUM DESIGN PRESSURE RATING 9Y' (p.•.f.) AI1@ CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + ( VALID FOR SECTIONS 8', 81', 82' & C1' ON SHEET 3 OF 9). MAXIMUM DESIGN LOAD Ni' (paf.) WALL MOUNTING TIN INSTALLATION AT joGpcmwm WALL MOUNTING INSTALLATION AT TOP CR BOTTOM (TO MASONRY) MO FLOOR/ 11NO LLATIO 109 09 =ram ((0 CONCRETE) NOTE 1 NOTE 2 NOM 3 5018 1 SITE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 FROM 43.1 TO 81.8 9° 8° 9' 9' 9° 4 1/2° 9' 9' 8' 9' 9' 7° 7' 7' 5° 9' 7• 8• FROM 01.9 TO 79.3 8" 9' 8 1/2° 9' 8° 2 1/2° 9° 9° 7' 8• 9• 4 1/1 9° 7' 3' 9' 5 1/2'4 1/2° FROM 79.4 TO 91.4 0' 9' 8' 9' 3° - 9° 1/2'8 1/2' 81.9 TO E720A 9' 4 1/2 4 1/2' 8' - - 8' 8 1/2'5 1/2° OM 120.1FRTO 188.17 1/2'4 1/2' -- 2 1/2' - - 7• 8 1/2' - FROM 186 .2 4 1/2'4 1/2' - 2' * - - 8 1/2'8 1/2' - * VAUD FOR UP TO 3' -0' MAXIMUM SPAN. ANCHOR SPAC80 I29ENO (1) Max. ANCHOR SPOT. VAUD FOR SPANS OF 5' -0' oR (2) Mos. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 5' -0' TO 8' -8'. (3) MIN. ANCHOR 5PC0. VAUD FOR SPANS GREATER THAN 8' -B' TO Max. ALLOWED. 92405131 E151244 I.020 LIMON PANEL SAN (10 9340186 OEPAR11l29 TO 0IA49 On.) • « • • 91.4 2' -9' 0' -9' . 3 1/2' 2 1/4' 82,7 9'-8' 0'-9 3 1/2' 2 1/4' 239 9'-8' 9-8' 3 1/2' 2 1/4' 949 9' -7' 11-y• 3 1/2" 2 1/4' 889 8 -17 17-8' 3 1/2' 2 1/4' 299 8-8' 17-8" 3 1/2' 2 1/8' 977 9' -S' 9.-.5' 3 1/2' 2 1/8' 1299 9-4 9'i' 3 1/2' 2 1/8' 1019 8 -3' 9'-3' ^ 3 1/2' 2 1/5' 103.7 9' -2' 17-2' 3 1/2' 2 1/8' 1099 17 -17 17-0' 2 1/1' 2 1/8' 1099 8' -11' 9 -11' 21/2' 21/9 110.9 9 -11' 17 -11• 2 1/2' 2 1/8' 1119 17 -10' 9 -19' 2 1/2' 2' 114.1 17-9' 7-9' 2 1/2' 2' 1189 9 -7' 8' -7 2 1/2' 2' 1149 9 -0' '8'-17 T1/8 2' 1179 9-8' 9-9 2 1/2° 2' 119.7 17-4' 9-4' 2 1/2' 2" 1240 9-4" 8'-4' 2 1/2° 2• 121.2 173' 17.0" 2 1/2' 2' 1229 9-2' 8••• 2 1/1' 2' + USE TAPCON ANCHORS, ZAMAC NAIUN & CALX -INS FOR INSTALLATIONS W/ DESIGN LOADS UP TO 78.3 paf. USE ONLY TAPCON ANCHORS & CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 paf. MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3° EDGE DISTANCE. FOR E. 0. LESS THAN 3', REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E D. FOR CALK -IN ANCHORS S 2 1/2'. THIS OPERATION SHALL ONLY BE PERFORMED WHEN REWIRED SPACING RESULTS INTO A MINIMUM OF 3' 0.C. ACTUAL E. D.- EDGE DISTANCE FACTOR 2 1/2' .70 2' .50 TAPCON OR. CALK -IN ZAMAO NAILN TAPCON OR CALK -15 LIP 70783 paJ. 3. 753 pal. TO 229.3 pJ. 280509_LEGENQS p.51. EA TOAD BO Mafia Wall70 a61A88 (I4 • « > 9'-0° TO 10' -0° 3 188.2 125.3 8-0' 0' -0' 2 1/2" 2' 125.8 7 -17 1-11' 1 1/2' 2' 128.7 7' -17 7'-11' 21/1" 2' 129.8 7 -8' i-8' 2 1/2' 2" 1319 1-8' 1-8' 2 1/2' 2' 1319 7 -7" 7' -7 2 I/O' 2' 134.3 7 -5' 7-5' 2 1/2' 2' 138.2 7-4' 744' 2 1/2' 2' 137.8 7 -3' 7-3' 2 1/2' 2' 140.7 1-1' 7 -1' 2 1/2' 2' 1429 7 -2' 1-0• 2 1/2' 2' 143.5 8' -11' 17-11' 2 1/2' 2' 147.0 8' -10' 17 -10" 2 1/2' 2' 148.4 8' -0' 8' -9' 2 1/2' 3' 1829 17-5' 8' -8' 2 1/2' 2' 153.1 8'-8' 8 -5' 2 1/2° r 1889 8-4' 9-4' 2 1/2° r 1879 7-4' 8'-4' 2 1/2' 2' 1578 8'-4" 1-4' 2 1/2' 2' 180.5 8' -2' 8' -2' 2 1/2' 1 181.7 8 -2' 8' -2' 2I/2' r 184.4 8 -1' 8' -1' 2 1/2" 2" WAWA 8 08054 LOAD MAXIVA P VAX (ft) 101118 06 5571P23108. TO GLASS (In.) • « > 9'-0° TO 10' -0° 3 188.2 1-0' 9-0'. 21/2' a' 188.1 8' -11' 8' -11' 21PC 2' 188.7 8' -11' 5' -11' 2 1/2" 2' 170.0 8' -10' 9 -19 2 1/2' 2' 178.8 9-9 9-8' 21/1' 1' 179.8 9-9' 9-9 2 1/2' 2' 180.3 5' -5' 17 -9" 2 1/2' 2' 188.0 8'-4' 9-4' 2 1/2' - 2' 105.2 8' -1' 8' -1' 2 1/2' 2' 187.2 9' -1' 9 -1' 2 1/2° Y 100.1 !4 -0' 9-0' 1 1/2' 2' 204.7 4' -11' 4' -11' 2 1/2' 2" 211.3 4'-2' ' 4 -0' 2 1/1' 2" 2159 4'-7' 4' -7' 2 1/2" 2" 2219 7-8' 4' -0' 2 1/2° 2' 2283 4' -5' 4•-9' 1 1/2' 2' TABLE 1; MINIMUM SEPARATION BETWEEN CLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN, FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0° ABOVE GRADE OF A GIVEN BUILDING. 30' -0' ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SEPARATION TO BE MEASURED AS INDICATED ON SECTION 0, SHEET 4 OF 9. SHUTTER SPAN (11.) MINIMUM SEPARATION (In.) LESS OR EQUAL THAN 9' -0° 2 1/2° > 9'-0° TO 10' -0° 3 1/2° > 10' -0" TO 12' -0' 4° • FOR SHUTTERS INSTALLED WITHIN THE FIST 30'-0' ELEVATION OF SU LDNO. SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE. - FOR SHUTTERS 114514.0 ABOVE 30' -0' ELEVATION OF BUILDING. MEASURED liftaltlD F.B.C.(H.V.H.Z.) /MIAMI -DADE COUNTY IL E=\ TELLR TESTING m ENGINEERING COMPANY ASSA / ECONOMY ACCORDION SHUTTER AS SHOWN sCALE _ /_, F9- 0008719 y' A. MUT FLORIDA LW. 44187 E 9NZ 15 1 WEST PALM INSTALLERS. WC. (S5S4 P 332) 8745 NW 54 N ARIM DORAL. FLORIDA 32188 408 -357 12/03/04 687E = IMO 03110040 1 aNG 04 -159 SKEET 8 Of 9