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1115 NE 97 St (12)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address /// N6' c? - 7 �/19�.� �a i • ' Io/b Tax Folio 11 3 - Legal Description P* � !/� '' II ^ qq ^^ Historically Designated: Yes V699/ No , " U l / Tenant i D �/� i (, �.� Y Master Permit # Owner's Address 1 1 1.5 NC j 7 4 kv, $LteS /2 . ?). ?f Phona35) 7 57 ?Ca__ .r Contractin Co. LE TZ S Address Qualifier' /441 / Cpl T`r- State # Municipal # Competency #99 -85 ns. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION , e C (J() 66'14 s 'sro i'v - $41, le y Square Ft. ! '? T i WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN VOY.Th PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEND 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 v 'crc will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRIC t;', PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulet:n construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Notary as to Owner and/or Condo President My Commission Expires: :J3r° i lei CCIV'n. ON:DT Yin FEES: PERMIT , /p RADON APPROVED: Zoning Mechanical Building Date c /C Date C.C.F. ° go gik Ja SS# Phone 90- 9Gy - /f% Estimated Cost (value) b'S o 1/ Signature of Contract as to Con My Commission NOTARY Electrical or S: Date er- Builder Date , .��`'v'/•,, Dani -Lynn Bettell : :Commission # CC 895988 ; Expires Dec. 16, 2003 Bon ��naa�`�� Aticntic Bonding ded Thru Co., Inc. BOND 0 TOTAL DUE Plumbing Structural Engineer 008265380 2000 JUN 02 12 :47 PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: /1 / S Dr 1 S ! � me/ 4 T 3 3. 2. Description of improvement: Si / ' 11u-1-i-545 3.Own e and address: SUS 4 9 C ,4 L � k /�6 w S ll/ 6 71 r 441,..-71 Thai's) 3? / 315 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: e! sr iL L 61 b fg 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of tr is Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Notary Public Print Notary's Name Signature of Owner Print Owners Name e1 `- 0- 6 e.OW.S Sworn to and subscribed before me this 2d day of 5 ,1960 . OFFICIAL NOTARY SEAL PETER QUACKENBUSH JR NOTARY PUBLIC STATE OF FLORIDA `O €AMMES ON NO. CC71334S MY COMMISSION EXP. FEB. 3,2002Z`,z. a.bQc.4 v„7 Dcri My Commission Expires: STATE OF FLORIDA, r HERE6 COUNTY OF DAVE CERTIFY that thus r orrgrnal e. n this of wl rnfE HARVE By NOTICE OF COMMENCEMENT !ue copy of the A0 20 fficral Seat. arrj! County Courts D.C„ Prepared by: .Y ' vac„ k 3 .3 2 5 IS Address: e' (-lac) / L- ROLLINGSHIELD ROLLSHUTTERS • SHADES SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date: Mr. Building Official: City Gentleman: We are the Dade County Notice of Acceptance Holder for Extruded Aluminum ECONO ACCORDION SHUTTERS under Acceptance # 98- 0722.01 This letter is to authorize O '7 C Z' Od�S' to use our Extruded aluminum ECONO ACCORDION SHUTTER approved under Acceptance # 98- 0722.01 to be used at the following job: Job Name: SUSe7 ? a514 Address: /MC AJE 9? Si Zip: .� /3 City: lG/✓�� r7 0 p : .-� Number of shutters: 0„, „ Silvio Sanso President (Corporate seal required) Jose Antonio Delgado Vice - President (Corporate seal required) 8900 N.W. 119 St. • Hialeah Gardens, Florida 33018 -4107 Tel.: (305) 820 -8224 • Fax: (305) 820 -8225 1 (800) 474 -9404 METRO LADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Rolling Shield, Inc. 8900 N.W. 119 Street Hialeah Gardens Your application for Product Approval of: ASSA/E'conomy Aluminum Accordion Shutter under Chapter 8 of the v-letropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along, with drawings prepared by Walter A. Tillit, Jr., 1'. F., and test reports prepared by American Test Lab of South Florida. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. 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 a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any amnlendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building, Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense or such testing \vitt be incurred by the manufacturer. Acceptance No.:9S- 0722.01 Expires:11 /01 /01 A '.1 9i Sf FL 33018-4107 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Internet mall address: postmaster @buildingcodeonllne.com .e METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 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 Raul Rod iguez Product Control Supervisor utr s g anger, Director Building Code Compliance Dept. Metroanlitan,Dade County Homepage: http : / /www.buiidingcodeonline.com Dombrowsky 1115 NE 97 Street Miami Shores, FL. 33138 1 75X74 2 110X74 3 54X50 4 54X50 mean roof 127" mean wind 78" Rolling Shield. Inc. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE ACCEPTANCE No.: 98 0722.01 APPROVED iSEP 1 5 1998 EXPIRES Nov. 1. 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal or this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documents, including test-supporting data, engineering docui eats, 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 requir: ments of this acceptance. including, the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/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 tiling of a revision application with appropriate tee) and granted by this office. 5. 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. 6. The Notice of Acceptance number preceded by the words vliami -Dade County, Florida. ancl Followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance 15 displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents. where it applies. shall he provided to the user by the manufacturer or its distributors and shall he available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. ' `�i Product Control Division Rollin; Shield, Inc. ACCEPTANCE No.: 98- 0722.01 APPROVED : SEP 1 1998 EXPIRES Nov. 1, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance, No. 98- 0605.01, which was isstg.d,on June 29, 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 Mianu- 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. PRODUCT DESCRIPTION The aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -14, titled "ASSA/ ECONOMY ACCORDION SHUTTER," prepared by Tilteco Inc., dated February 16, 1998, sheets 1 through 9 of 9, 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. 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. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city. state and following statement: "Miami-Dade County Product Control Approved ". 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 L 1 • - . ,P�.odu.c Control Examiner Product Control Division HEADER -WALL MOUNT. & (A) SILL -WALL MOUNT. (INVERTED USE) SCALE: 3/8 = 1" v. A .oar T 3.234 75 1 ( 1-- _2.048 .431" 3.025 © SILL SCALE: 3/8" = 1' 1.693' 1.6 Tr 5017 r .082 - I .452 .oar Typ• © 180• STARTER SCALE: 3/8" = r 2.87r r-77.5.56" .o-or C MALE LOCK SLAT SCALE: 3/8" = 1" 507" 3.858 5 -.375 .375 0.582 3.81 Y FOR 6 { 5.114 HEADERS -WALL .549 3.234' .711 F -2.04 8" 47S 1 1.1 • 3.02T SILL SCALE: 3/8' = 1' o 90• STARTER SCALE: 3/8 = 1 © FEMALE /FEMALE ECONO BLADE SCALE: 3/8 - 1" 2.612 SCALE: 3/8" = 1 1.928' -1 r-1.58er ,457 . fi55 .531• 2. 2. 2 756 --I .__..I 276 2.035 4.350 © FEMALE LOCK SLAT SCALE: 3/8" = 1° ..58r 1.0}7 HEADERS-WALL MOUNT. © HEADER CEILING MOUNT. 3.155 3.031 O lin Typ. .375 -II r.056" -.9 t.1 68 •Asr © LOUVER BLADE SCALE: 3 /B' - t' PLAN 3.858 COMPONENTS SCALE: .3/8 = 1" © SILL BOTTOM ADAPTER SCALE: 3/8' = 1" .293 -i.o0 T FRONT ELEVATOR+ © OUTSIDE LOCKER # 1 SCALE: 3/8" = 1 I JV 1/4• • - 20 S. S. THUN9SCREwS 3.124 1.673• t; 6 _1.37 i j 1.124' 2.000 F.06r Typ. 3 {155 -i SILL BOTTOM ADAPTER SCALE: 3/8 = 1" SCALE: 3/8" = 1 © LOCKING PIN SCALE: 3/Er e 1 12' Wm. FOR UP TO 9•-O. SHUTTER ELADE LENGTHS A:40 24• uin. FOR SHUI1ER BLADE LENGTHS GREATER THAN 9 -0 3.7.0 PLAN 9 1. 1 r -•.12 S 1 b T 12s �t T _j r L 1.90r1� SIDE ELEVATION 0 INSIDE LOCKER /f 2 SCALE: 3/8" = t° 1 ASSA / ECONOMY ACCORDION SHUTTER AS SHOWN SCALE TIL31T TESTING it D+ClNETERIHC COMPANY 16v3 N.Y. ]41" 8. ti M 71 MNY O 6. I'M4Y4 3)111 P1'-,. ■ ()86$71 -I$36 . 1..: ()667611 -'WI WALTER A. TILER Jr.. P. E. „n•,. .:. 1 A.IA7 GENERAL NOTES: 1, ACCOFOION SHUTTER HAS BEEN DESIGNED IN ACCORD.a:+CE r1T1-+ THE OAK COUNTY. (WON Or THE SOL1T1+ FLORIDA BU'LOn1G CODE. OCS4G14 Y.1JO LOAOS SHALL BE OETERuulE0 AS PER SECTON 6 Or ASCC 7 -68. vans 110 BASIC wiNO SPECO. ACCOROqu SHUTTERS ACEOUACY rcn 14P*Ct ANO rATrx)E REsrSTAtkE HAS BEEN mimic) ACCORDANCE WIT14 SECnOHS 2315 & 2314 RESPCCTNELY Or 11E *DOVE I4 4I11OUCT) COOT. 2. STAINLESS STEEL SHEET METAL SCRE`45 USE0 AT LOUVER F111 SHALL OE P 10 • .r. a 10-HT NINNUu SERIES w/ 135.0 4s YTELO POINT & 180 A-: TEN5LE STRENGTH. Sr7>TW $I4A1.L BE COATE0 wrn4 )(YL+N SU'O SERIES rRUOROPOLYUER CCan11G5 AS WANUrAC1UREO BY WHITTORO Co. BOX 507. WEST CHE51I71 Pk 19381. 3. ALL ALUUIHUN EfRUS:0A5 SHALL BE 8083 -T6 ALLOY (UNLESS 0MERM•GC NOTE0). 4, ALL SCR(WS TO BE STA4tuSS STEEL 304 OR 316 SERIES W/ :A 1a: UCLA roan' Atto 90 Ls; TENSLE STRENGTH. 5. AU. ALLUa1Uu pcP F64ETS TO BE 5032 ALUUtIUU ALLY r•TTH ALUUIHUU J.ANT>FCL. 6. BOLTS TO BE 2024 -T4 ALWIIUU ALLOY C.4LVA.HZC0 DR STNNLESS STEEL win+ 35 4.: Nuuuuu 41NINW YELD PONT, 7. ANCHORS TO MALL S!ULL BE AS FCU.0 "S: (UNL£55 OniCR" SE NortO) (8) To EXIST1ir.. POuRE0 COHCPET£: - 1/4 1 TAPCON ANCHOR S. AS1 4u'UFACTURED By 1.r,w, RAA.ISEi OR (LEO 140USn7E5. Is:. - l/4• • RAWL L•AUC 14NL.4 ANCHCYIS. AS ttVA)rA{TUREO ESY THE R..'.... PLUC COHPArn', u1C - N ES: -lN TH . 1 7/8' RA441. C AS 1 AAVUFACTURCO BY E RAM. PUP: C04 t)', t1C. A,1) uNUly 0 Or TAPCON ANCHORS MO PCA.r•t0 CONCRETE r, ) 3/4' uu Eu9EDuENT Or RAWL ZATaAC NNUH IS 1 1/2 A.2) 7/8• RAML CALX - Ill 4 : HORS SHALL BE EN(RELY Eu 3CCOE0 IrtO THE POURED COt8:nETE• NO D)BEL44EUT p470 STUCCO SHALL BE PERUrTTCO. t/ • A -20 SCRDYS U5C0 SHALL BE 1 1/r LONG UNUUt1 5)IOU%O STUCCO EXIST. A.3) 211 CASE NAT FAECAST STONE. PRECAST CONCRETE PANELS. OR PA1.£RS OE FOU110 011 THE DISTUIG WALL OR FLOOR. AN(yl0RS SHALL 0E L0 ENOUGH TO REACH THE 4.44111 G STRuCA.2) R.RE 8 No SUCH PANETS. A; k./ SILALL OE AS INDICATED on NOTES A i ) Aac'& (8) TO EX TING CCt* RETE BLOCK WALL: - 1/4 . TAPCON ANCHORS A.S NANUFACTUREO BY I.T.W. PANSET OR ELM INOUSTRCS. INC. - 1/4 • RAWL UAwC HAWN ANCHORS AS ►NNUFACTURED THE RAWL PLUG COUPA•1y. INC. - 1/4 • s 7/8 RA hl. CALK -t1 AS IUNUFACTLREO Err nE PAML PLUC C044PA:1Y, IC. NOTTS: 8.1) twituUu EwBEDUENT OF TAPCON ANCHORS. A110 R, 1.. ZANAC TWIN ANCHORS INTO ME CONCRETE BLOCK UNIT SHALL BE 1 i/4*. 82) 7/8 RAWL CALK -TN ATTO -T1RS SHALL BE ENTT3ELY Eu0C0CED 11(10 THE CONCRETE 8100< IIIR. NO D+9EC+.IEN' INTO STUCCO SHALL 6E PER+.+n'TEO. 1/4 0 -20 SCREWS USED SHALL BE 1 1/r LONG U•44.4UU SttOVLD STUCCO EXIST. 8.3) 11 CASE THAT PRECAST ST014E di PRECAST COr4CREYt PAt4CLS OC rOuM0 ON n4C Ex ,fWC WALL ANCHORS SHALL BE LONC EHOUCH TO REACH INC MAN STRUCTURE DONND SUCH PAI4CLS. ANCH011XX SHALL BC AS r.OICATCO DN HOTts 0.1) & 0.2) ADO.L (C) ANCHORS SHALL BE INSTALLED FOLLOYAUC AU. OF TIE RECOUENDAT OTIS M0 SPECITiCAn015 orr INC ANCHORS UAVUFACT1f4CR. 8. BLADE T AND T1-E KNUCKLES FOR CENTERUATES h Oi , & THE STARTERS ©k O ARE UNOCn THE PA TLiIT or EASTERN t ETALS, 9. IT SHALL BC THE R6y0HStetJTY or THE CONTPACTTYT r0 %Yrnr.' THE SOUNOH65 Cr n$E STRUCTURE WHERE SHUTTER IS TO BC ATTACK£° TO 1143uRC FRCC'ER ANCHORAGE. 10. SA:ITT:R T.UNUFACTI'RET SHALL BE PLACED cN INC EIPO;EO suRrACE CF THE ro4AIC LOCK SLAT (Ct)•4PO11ENT 1 ). OtZ LABEL SHALL ERE P EO F04 EVERY OPENING. LABEL 54tALL READ As rC .c' : R0W1GSHELD HULEA H. F1.OR OA DADS COUNTY PROCIXT CONtROI APPROVED. ACC£ - �9129, •01 E". 0 TRITT^:•; G. I i - � 11.4�v1Q4.1 C �• � l By PRODU- CO;; r ; : L DP 7.52:)1•( EU CODE C'O:.fil LiA;N :CE OFFICE I[7. •0 ROLLINGSHIELD,, INC. 8900 N.W. 119 STREET HIALEAH, FLORIDA 33018 OCK •17'+40. I " WV. O. Arl'::17't. AS CO :::11 41"(11 Tyr c0;1) :i i•i (:!(:%1 Pit i;li :C Corer m•: U:.!' PLO: it i CTT''1aot. hi';3.'j WAGING COJI! COk;I'LIANCE OFFICE ACCEPTANCE ft0. -060-5. 61 I.r3C•► z.9.. 19ga. -4° MR 1994 ".P. A. 92 DADE COUNTY 2/16/98 DATE 98 - 14 DRAWIN9 No 514EC1 1 Or 9 .. 1 10 . 1/: 5. 5. S. M. 5. • 6 0. C. // P0LF1t0 CONCRETE RECAPPED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1n n I SEC SCHEDULE I FOR u1r1N.N SEPAPATCr4 • 5' 7o cLISS or 1 c vsi rn NOO.f I OR 5. C. O. / l • • 1_ / / 10 x 3 S. S. S. U. S. / 3 /E • x 7/8" LONG //' NYLON BUSHING. (Typ. BOTTOU). AAA CONCRETE ANCHORS 11 (SEE SCHEDULE) WALL MOUNTING INSTALLATION - SECTION A SCALE: 3/8" = 1" c o•+>"E 4 ^R5 10 . r S. S (sta. _ Ai) S. u . 5. w/ 3/r • a 5/6 L01-G N&D I BUSHING. (Typ, TOP). 10 . r s.. s. s. w. S. w/3/( • x 5/6 LONG. NYt0N BUSH +G (Typ,) 1 t 4 0 1.500r 1/4" 0 - S. S. S. 1.4. S. W /FULL PENETRATION INTO RAWL CALK - III ANC1 (SEE SCHEDULE). O CR © 8 1 OR 5/8" HOLE TO INSERT SCREW THRU SILL INTO ANCHOR (REMOVABLE INSTALLATION) COVER WITH NYLON CAP. 1 70 x r S. S. S. u. S. w/ 3 /rs • x 7/T LOG )JYL0r1 BUSHING. (Typ. B7TTOu). 10 . 3/r 5. S. S. u S • 6 0. C. EDGE OF SLAB IF APPLICABLE REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B1 SCALE: 3/8" - 1" 0 Pot :RED CONCRETE PEO'JIRED ---\ \\ \ \ \ \\ // /////)////,, N POURED COCRETE / OR CONCRETE BLOCX WALL REWIRED I ! POUREO CONCRETE OR c0r:RETE BL.OG7r WALL R(OURED - CONCRETE (( SES N S -- mac CONCRETE Arrwc?S � (SEE SCIEOUtC) I `\ 0R ®OR E Rte 14 II II II II Ea© - SEE SCHEOLLE FCR uunuUU SEPARAT I "s TO CLASS or E:SnNC vnrlMa 09 S. C. 0. I 10 . r s. s. s. u. S. w /3/6 • 5/6 LONG W1LCr1 BLJ�l11NG (Typ.) / cc•rrxZ 1 L A4:H0JCi (SEE SCHccuLE) WALL MOUNTING INSTALLATION - SECTION Al SCALE: 3/8 = 1' ( to a I/r S. S. S. u. S. 0 6 0. C. (` " SC 4t0UE) Vv / / / / / // // u /f 9 10 x 3" S. S. S. V. S. NYLON BUSHtNC / (typ, TOP). OR OR 9 10 x 3 S. S. S. u. S. w/ 3 /6 • x 7/8 LONG NYLON BUSHING. (Typ. BOTTOIA). ) I0 . r S s. S. 4. S. w /3 /B • x 5/6 LOW,, NYLON Bf33r1 (Typ.) 1 S. 0 POURED CONCRETE RE0u rt-D INSTALLATION DETAILS ALTERNATE WALL MOUNTING INSTALLATION (OFFSET) - SECTION C 1 SCALE: 3/8" - 1" X r OR 4 oR 5 ..125 - ALWINU4 ANGLE D I•I 0 / / \` 1 , \ \\\ \ I \ \ \ \ \ \ \. I \• 1 © "- I t0 . t/r S. u. S. 6 O. C. \ U x. /2 / ///,' / / // //, // 14 x 3/ S. S. S. W. S. 0 6 0. C. POURED CONCRETE RECUR ED ODIC) ./ -CO SEE sCHCDLLE 1 r 1 uuaut.4 S Z0A AT�N •s- 70 CLASS or 1 Ex.;n1♦; wINoon 1 Or1 s c. 0. 1 r Y r .125' Mum. ANGLE Cont. (6063 -T6 ALLOT) 5. U. 5. • 6 0. C. POU41:0 M.< U l� \ R COUREO 1 1 S. u S W/ S. LC�r: HYIOt 1 BU57 n: r;. 1 1 (Typ. TOP). --1 SOCf - SECTION B2 ( 70 x r S. 5. S. u. S. K/ 3/r • x 7/8" LONG rtrLoN MANING. (Typ. EiOTTOLI). 70 . 3/4' S. S. II U E. D. COIICftOt . IQ10R (SZE SCHECJJIE) CEILING & FLOOR MOUNT. INSTALLAT. - SECTION B SCALE: 3/8" = 1" .coo' w'n, - CC•ICRETt A1CHCas (SEE sCHcou(t) POURED COrlCPETI FM WPC) -- EDGE Or SLAB Ir APPUGLBI.E CR © 7 10 . r S. S. 3/6' • r /8" LDNG NYLON 0UsHsc. (Tyo. BOTTOu). ti it 3 O • y o I 10 3/ 4' 5. 5. 5. u. S. 06' 0. C. ///// / EDGE OF SLAB IF APPLCASLE U s/ 111.111 TEGTIN0 & QWIIEER1H0 CO'NrAXT l7F! N,•. 7w,. p .r. 717 v.7 .M 11.4006, ROM. X1114 1'...,. t ,3! s71 -1850 . r. i 0 wALTER A. 1UJT Jr.. P. E. /1 OR1OA lJc. / 4 POURED CONCRETE CR CONCRETE .eLOiK wu,L. RECLJIREO - ,.) R CD E.0 1/4 o -20 S. S. S. 1A. S. w /FULL FErFTRAT10N 6410 RAWL CALK -IN NJCHCR (SEC SCHEDULE) REMOVABLE FLOOR MOUNTING INSTALLATION SCALE: 3/8' = 1 "YQF(TC v•:K`�G .S. Z 9)(ou.() r .r on r c„.., 3' . .123' ALUwiliuu ANGLE ALTL701ATT 1 S. uo 5 . /3/8 • 1 . 5/6 LC•IC NYLCrI BU (lyp ( -SE SCHEDULE TOR ) Y.,, 1 SEPAF.AnCC1 'S TO I CLASS or EXt5T11.6 I weal CO.( OR S. C. 0. /// on /„. (:r31�R(TL l e. o -� � . O --r\ Io, r W / 3/8' • x L _ C L{ j NYLON OUSIIING t.CCC/ win (Typ. 0077044). ccocRE7E AN Z ' . r OR { _'HORS / I CR S a 125- 1/r Jr S. 5. R • (SZE SC 1X1 1) � ALU4IIUU Ar1GlE W /NU tr & 0 C. O AL WALL WALL MOUNTING INST ALLATION (OFFSET) - SECTION C SCALE: 3/5" = 1 A 10 x 3• S. S. S. u. 5. W/ 3/8" • x 7/8" LONG UrrLCr 16 USHING. (Typ., sorrow). 6 i t0 .3 /4 S. S. S. 11. S. 0 6 O. C. ALTERNATKLY ANGLE CA'1 E£ R 13/16 • Num. POP RN_ J a i ; - LOCATED Al FRONT U51N; SvaE SPECS S S rGR ` lot� REAR INSTA HOWN E IF DGE APf' L1Cl.8LE 8 E ' er ` TIC -': r»TE NW ¢v,tip0 L r1 5T.l. ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. iv, 8900 N.W. 119 STREET HIALFAN. FLOR OA 3.301 6 NM. WS 100rTx. K.. w - /1.•. I � i V � • 1 • uin, - I 1 0 • . J' 5. S. S. 4. 5.w it r I 3 /IF • . (/r LO tor: HlH II UUSIUr4 ►I n 7/ 1 1 11 11 II I-1 1 /.' •-20 S. 5. 00175 (/ Hun a 1Lr �- • 1r 0 c. E. 0. - EDGE OSTArCE SEE SCJICOL.LE OH ICET 0 or 0) •C COT vO. 11 L AY :C: - 1 .L: ArrPO11 AS CO:..I l.'i Iu'G ,'Sill 1111. SO(ICI FI o::II n :1 l);r :r, CGI1I: CONrr'Gl 110 011 :G COOS COMPLIANCE of FILE ',ccuprArrcE rloQg U L DADE COUNTY AS SHOOK 'CALL 2/10/98 DATE 95 - 14 DRAWNO ►}o 1HCET 2 or • :C; 10 • S S. S. 5. u. 5. w /3 / !T • 3/0 LC•IG ?Mott T /.IIY. (Typ.) / 10 r 3/4' S. s. u. S. OR 3/16 • Num. POP RN "TS • d 0. C. ALTERI%AllvaY TO COrINECT1ON Al TOP UP. USE 110 T 3/4" S. S. 5. 4. S. OR 3/1r • Alum. POP RNETS • 6 0. C. AT THS LOCAn0N. POURED CONCRETE REOJIRED rOA uIH ul,..I SCP)RATgN ' TO CLASS Or pr6TINC 'WINDOW OR S. C: O. CONCRETE ANCHOR (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION - SECTION B' --1 ©t(aRe oa R ®0R® -_n OR 00A All FORS (SEE 3C7E F) POURED CCHC•ETE REUJIRtD gg cocE Or SLAG Ir APP UC BL 1 10.3 - 5. S. S. W. S. W/ 3/3- r 1 5/3- 1 0�+G I.044 61.SNtIC. (Typ. TOP), f 10 It r S. S. S. u S. Mir 3/6 • r /g LONG NYLON B:JS41N;. (Ty BOriou), S. U. S. 3 OR 3 16 Alum. POP • • 6 0. C. EDGE OF SLAG IF APPLICABLE Q , Q •) CO 0) Olt) - rs��a�4r•��n�a>•�s 10 ■ 3//! S. S. S. U. S. OR 3/ 16' • Nvm. POP t S 0 6 0. C. INSTALLATION DETAILS ALTERHAT sflY TD CO+ Al TOP LIP. USE /10 • 3/4' 5. 5. S. u. S. OR 3 1 • Num. POP PlIvETS 0 6' 0. C. AT THIS LOCATION, TYPICAL ELEVATION COLA ED CO CRETE REOU OR ®0.R ®OFi© SEE NOTES ON LOCKS ON SHEET 4 OF 9 FOR LOCK REOUIRD.ENTS L 0. • EDGE Or -TAH- Sa a m A-C SPELT 9 or 9) PDUMED CYIC ICTi RECURED Om© - -1301" E. 1/4' 4 -20 S. 5. S. u. S. w /HULL PENETRATION INTO RAwL CALK -9-I A71C?10R (SEE SCHEDULE). / 14 x 3/4' S S. S. 11. S 0 6' 0. C. 1' x2'x 125" Ntrn, ANGLE Co"L (6063 -16 ALLOY) 1 /4' • -20 S. 5. S. 14. S. w /FULL PENETRAI)cN 1M0 RAM'L CALK -H 'ICHOR (SEE SCHEDI,LE). 5/6 H0.0 70 NSEFIT SCR EX r7Z -- THRU SU. t(10 A.9CHC11 (REVTNAB I7.STA .AnON) $3 COO£R I1TH NYLON CAP. / 10 r 3' S. S. S. 4. 5. w/ 3/8' • r 7/8' LONC Nf.OH EIL91ING. (Typ. BOTTOU). / 10 r } 4 5. S. 5. 4. S. o R 3 16' • Alum. FOP R. , 0 • 6" 0. C. EOGE Or SL'a IF APPLKIP..E REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION 81' PouRL(I CO -C•CT OR C7.0 • CT1 t OCr 7rN. REWM0 4,000 W,. 0.0.110.37 CTE u..o `25 (SEE Sa-£DUC f S. 10 r 3/ Y. S. OR Num, ea. R 6 0. C. ALTERN4T7f[LY 10 CONNECTION AT TOP LIP, USE /10 T 3/ S. S. Y. S. OR / 1 • A um, PCP FIN S 0 6 0. C. Ar TN6 t0ZAT�Y1. MAC ' MC.)GTS (SCC SO L REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B2' WALL MOUNTING INSTALLATION (OFFSET) - SECTION C1' /i IMC. T1U.'T TL6"T1M0 & EN01MtCRIHC 0OHP Kl 7•••. O T7 \W0•.. Y.TOO. 11. 37144 R.... 0001E7i -A . r. 1 ()06)•71 -101 v.,r-, • Tr Irr L P r Orr. IN / 10 r S S. S. 5. 3/8' 7 /6 LONG NYLON BUSHING. (Ty„ 80110N). I EDGE Or SLAB ( r APPLrAPLE -- -1.X+T 10 r 3/4' S. 5. S. u. S. OR 3/16' r Num. PCP WATS 0 • S 0. C. ALTERUATIELY ANGLE Clt1 8E LOCATED AT FRONT US77IG THE SAPS SPECS AS 9-I0wH FOR REAR 94STALLATI07I. 110000.7 1 b 1 By 11V. O. O 7 1 f r -20 S. S. 80LTS I /HUT 6: MASI -£R • 12 0. C. 2' r r on 4- oft 5 , .125 ALUM NUU ANGLE ASSA / ECONOMY ACCORDION SHUTTER ; N M. S TRE ET HIArL 1. ROA CY. 3.30I 9 11nts•+`•. 1 - If x/ 1 u. S. 3/6 • . 7/8 L.•c Knot nusuHG. (T7r. (\)ITOu). 5. 10 3 3- Y. S. OR 3 16" • Nu m. PO4' R • • 6 0. C. P O T r. ;- : • • E D ACCEPTANCE q ( a - 0 •01 DATE 1sov.21M 01-01 DIVISION C CC[�. :PLI NCE Z :CE AF, Q.m) G; r.(: ?: :rl YANG V111 THE 50;1111 FLI)I;IUA bU;I.O;NG COOL LIAIC.31U E ZL 10C}� rP,(tnurr CON II (U1 nivss.urt 1UILD:NG CODE COMPLIANCE OFFICE ACCEPTANCE NO. g - d ( O 0,5". 0.1 DADE COUNTY 2/16/96 98 - 14 DMW)j0 Mo • urr 3 OF 9 CONCRETE ANCHORS • Lr0.C. c POURED CO OCR ETE OR CONCRETE BLOC)( WALL REQUIRED 2' x T x .125 oR 3' x 3' x o9cf ALUMINUM TUBE (6063 -T5 ALLOY) 3/15' • Alum. POP RNETS OR 1 14 x 3/4' S. M. S. O 5' 0. C. (Typ.) ** SECTION E 2' x 2" x .125' OR 3" x 3" x 09U ALUMINUM TUBE (6063 -T5 ALLOY) 3/16' 0 Num. POP RNETS OR f 14 x 3/4' S. M. S. 0 5 0. C. (Typ.) 1 1 •• J - ... L 3/8' 0 HOLE F`08 LOCKING BOLT O (ALTERNATE TO O ) * 1' x 1' x 125 ConL Mum. ANGLE (6063 -T6 ALLOY) ** SECTION D NOTE : SEE NOTES OH LDCXS ON THIS SHEET. VAUD ALSO FOR SECTION EI AND ONE STOED SHUTT - R. 1' x 1" x 125 Cont. Mum. ANGLE (6063 -T6 ALLOY) - (ALTERNATE TO 0 ) * SECTION El "-GLASS - - r c c � 4 3 s v , to 1 r � CONCRETE ANCHORS • Sr 0. C. c.3 ce & © 3 /4 " oCR©° (ALTERNATE TO 0 J • ) �3l 1 6 0 Alum. POP NETS OR / 14 x 3/4 S. M. S. (Typ.) 2 ANCHORS EACH ANGLE 2.00 CONC ANCHORS ORs T -2.000 O 9" 0. C. h1 • Hat to0cwc star 1.000' ISOMETRIC (Typ. AT TOP (CORNER POST) & BOTTOM SLABS) 3 /NY • HOLE 7041 LOQ(IHG BOLT POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED 1 1/2' x 1 1/2' OR 1 1 /2' x 2' OR T x 2 0R 2' x 3" 0R \ T x 4' OR T x 5 x • 5 AN (8053 -T6 GL (603 -TTi ALLOT) 14 x 3/4' S. M. S. R 3/16' 0 ALLAJINUW POP WA TS 0 9' 0. C. T x x.125 OR 3 x3"xD9lr Alum. TUBE POST 2' =2' x.125 xTUBES' uum. ANGLE (2 RE)]UIREO) (6065 -T5 ALLOY) EDGE OF SLAB POURED CONCRETE OR CONCRETE BLACK WALL P.EGUIRED 1 1/2' x 1 1/1 OR 1 1/2' x 2' OR 2' x 2' OR 2' x3 " OR 2" x 4 OR 2' x 5 x .125 ALUMINUM ANGLE (6063 - T6 04L0Y) • 14 x 3/4" S. M. S. OR 3/16 • ALUUINUu POP R NETS • r o. C. ONE SIDED SHUTTER: END CONNECTIONDETAIL /j 2 / .9 d POURED C7NOCA ETE OR CONCRETE BLOCK MULL REWIRED 2' x 2" x .125' ALUMINUM ANGLE (6083 - T6 ALLOY) CONCRETE ANCHORS • 9' 0. C. 14 x 3/4' S. U. S. OR 3/16' • ALL>11!NU1.1 POP 12fvETS 0 5" 0. C. ALTERNATE CLOSURE DETAIL W/ i ASSA / ECONOMY ACCORDION SHUTTER ICS/. III -! , WNGSHIE aNr (A.S.SJL. # 19) 8900 H.W. 119 STREET H4 EAH, FLORIQA 33018 sexcurrem !. 1. wn.na. 1147 AS SHOWN SCALE • 2/16/06 .SATE 98 - 14 DILAMT$40 110 &fi QR. at ®ol Oc443 oR@oR@ oR WALTER A. TILUT k„ P. E. SECTION 01 (MULTIPLE SHUTTEF HYLDN SCREW HEAD / 11 LLFT Trill/4Q Q1 G 01HCLRNG COMPANY $ I1 H... NM Ilk ft* 117 Ma 040t)6. R 040t)6. . aa 11114 P... 1 (Jb0)E71 -1130 . r..: (1011.71 - )611 NOTES 0C ON =KS : • TKN IH9 LOCKER ® OR OUTSIDE LOCKER (J� 94ALL ALWAYS FO BE USED R ?# Y SPAN AT INSTALLA6 WITHIN THE FR 1 30 FEET OF WILD NC. AND TOR SHUTTER SPANS OR EATER TAM W -0'. FOR NSTNLLATK)NS 30 FEET E1.C.T10N OF LD1NC MEASURED AT MITT Y SHUTTER. S L 8 SIDE LOCKER W SHALC TTTACHED kW EAM a' Y wS 2 THLA48 SCREWS ONLY 11T11N US NC 100(D1. • • . C LOOKER (J) MAY BC CD AS AN MS OE L.00xL CH A K ATTACHED TO • $ 1 AO W 1/4' 0 -20 • 1' LONG S. 3. THREADED BOLT Wr� 1 • -20 x /5' a• NALLY THREADED ALULANOu RINNUT. SEE •STALLATTJM DUAL ON THIS SHEET. OUTSIOE LOC7(ER SHALL BE ATTACHED THRU ®RQ W/ T/( 0 -20 S. 5. SIOCNALK DOLT W 7/8' W1NG NUT OR w/ 1 4 0 -2O • r LONG S. S. TH1t�ADED BOLT W/ 1/4' • -TO • 6 IN lY T1 ALUMINUM RNNU1. SCE IN STALLATION OETAL ON INS SHEET. ONO o). FOR IHSTALL4T1Ct7S •THIN THE F1RSr 30 FEET O.LNATION OF BUI})PHO MEASURED AT DOTTO/.1 CF SHUTTER . O IN ACOMON TO OTHER (1p OR CK USED LOCXERS, A REGULAR T LO MAY BE 1.)5 ED FOR SCOUR PUTT s AT ANY DESIRED LOCATICYJ Or CD TERU(TT. (INSIDE CA OUTSOE). WT{N USED INS OE, u ?N1(uW SEPARATION TO CUSS 57.4.1. ALSO BE VERIFIED FROM THE T1P OF SUCH T LOCK OR FRO 11E OTHER SHUTTER 00MPOAEHTS SI-CNN ON SECTION 0 (*NIDiEVER 15 1CFr CrR CAL). 0). FOR INSTALLATIONS ABOVE 30 FEET UNA:.CN. OF ,euLDNO wcAsuito AT 8011Lm4 cF SHUTTER AN0 SHU 54S UP' TO 8'-0' ONE T LOCK bL. BE USED w UEU OF LOCKERS OR IAT 14 DSPAN OF CDC rA.]Nc OU 510E OR INS OE. WHEN USED INS:OE, u1-111UW SEPARATION TO C..A.S5 SHALL ALSO BE VERIFIED FR'J4 THE TIP OF SUO1 T LOCK OR FROM T1 OTHER SHUTTER COUPCYENT5 SHOWN ON SECTION 0 (NIAC -INNER t5 MOPE' CRTICK). (O UTSIDE) ALTERNATE USE OF JQ LOCKER W/ RIVNUT AS INSIDE OR OUTSIDE LOCKER ©t @CROt ®0A O .R R 0 OR© imemsoura r * ovir 5.17 O �axam.� Alt r: •t: SERIES 944-4 ALUUINUU (2024 -T3 ALL LARGE FLANGE THIN SHEET NUTS EFT, PART i 0620, AS M LT ANUFAURED BY AVOEL CHERRY TCCTORN, PARS PRENY. NEW JERSEY 07054 OR EQUAL_ RENE1 7..D 7.,. 1Q \ i7.yiG �0�1Z1 O ) EL'IjD11G CODE COMPLIA2CCE O APPROVED AS COMPLYING WITH TIIC SOUTH FLORIDA BUILDING CODE D;IT I . E zq 1�1 S PRODUCT CON .;0l. DIVIS:O,1 GUILD::,; CODE COMPLIANCE OFFICE ACCEPiA:;CE NO.QM'Q D5. 61 DADE COUNTY SHEET 4 OF III�IiUI " !1!I!t!1!1!1_« . :II - 1 111 , 111III1 1 1tI UdU 11000 24 0. REQU INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILpH;S W11H DESIGN LOAD UP TO 75.3 pp.s.1. AND 9' -U 1. SHUTTER SPAN. 2. NEW r x 6 P. T. TO BE SOUTHERN PINE No. 2. SURFACED DRY NTTH 19 S u. U. C. w/ SPECIFIC DENSITY OF 0.55. .3. FOR NEW *000 PIAVE CCNSTAUCTICN: WOOD 4EU8 ERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY Of 0.55 OR EQUAL. .q6LIP at ALTERNATIVE 1 1 /(' • 1 r LONG LAC I • 6' 0. C. w1 SC 1 f 7" Yn. PCAt T DTI ►. 1 H CACCR r 1 r OR 1 OR 5 • 12T A.m. MOLL (L063 -T6 ALLOY. 1 10 • 3 S. S. 5. k W/ 3/e1" • • 5/6F LONG 1rrtDH eArSr1HC. .. (Ty?. TOP). r - 1.D°7 Yn. 1/ • -20 S. S. ECUS • l r 0. C. W/ WI t wASs1CR W000 1.EA0E71 RCOURE 5 E SCrEDULE FOR 1.17.41N1J SCPAPAM3N • r TO CUSS Cr cosTIHG MtiCOY CR 5. 0. D. (2) 1/4 • • 1 1/ LAC SCREWS • r 0. C. 1 L II II II II 11 5. f 1 0T 3' 5. 5. S. w. S. W/ 3/ .S 5/• Ic.0 krLON BUSH r4. (TTP.) O CR 3.w S. d / 3/6-• • 7/r LUNG MOH BLKHN+C. ctn. 80TTo4). HCw 1'.1.r. r Car. EACH STUA (wi7.1M Or TWO NO W/ r Mrs PEIETRM1CM INTO SILO T ........ ....- wSS 0( 61 (I W1 roc M•OQw OR S. C. 0. 1 CLASS ALTERNATIVE 2 t...„ CLASS or EXrS11 TrtoU1' OR S. C. D. war- 111 0 0 S ? ) I. 5 4 • 6 0. l C M &CTrF_E71 LAC SCREWS 1/t • - 20 5. 5. DOLTS • 12' 0. C. •/ NUT & WASHER •OCO TaISSES 0 Mrrtp. • 24 0. C. REOLALED OR Ham 1 11 • 3/C s... s. • r 0. C. 1�1 UPI -r x r OR<' a/5• x.12S ANGLE (6063 -r0 Atli. WV P. T. r • 6' Cori. (2) 1/4' • • 4- LAC SC:PEWS • EACH SILO Norm.' Of S1'.0) Aro 6/ r ten. P£rcTRAnoN 1410 STU0 g tl 1013.5. S.S.kS k/ 3/r • ■ 7/5 tn•+: WYLOH BJS1iNC. (Typ. BOTTOM). 1 1 C 1 1/6' (un.) fO63 -75 N.m. 71. (Cont.) W/ (2) 1/f • • r LAG s17CM • EAQ1 STUD (MD'K+OTH Or 5 AHD W/ Y 14n. PENETRATION H10 CO5111.; $TW. At`1tR N ACTIVE �/a� - � WALL MOUNTING INSTALLATION (OFFSET) - SECTION A7/ /jd WALTER A. TILUT ..V.. P. E. / 101 S. S. S. IA 5. w /3 /C 5/y ic'c MLa 9US•INC (11p.) 00.© XESHGut" FOR s.,.. SZPAR n H • 5' TO CLASS OF D1 6TTC 141C0.' OR I. C. D. I 10 • 1/2' s. S. S. k S. • 6' 0. C� CASs of E70S Turn ',moat OR S. 0. 0. II ALTERNATIVE 4 3 r G 10 • 3' S. . 5. 8 / 3 /L , • 7 a L F:r.0 BL'SHrc. (11.7(• 7 BoT1JU). n � -( 10 • 3/i S. S. 5. Y. S • 6' 0. C. CEILING & FLOOR MOUNTING INSTALLATION - SECTION B 14 x 3/4- S. S. 5. 11. S. 0 6 0. C. •1 r* rt., 4. 44167 w0C0 TRVSST 5 di RATER • 2 C 0. C. REOU RtD 1' • ! , 1/6' (w. ) 6063 -T5 . RAE w/ (2) 5/11: 1 • I LAC SCRCWS TO (AO1 RAr1CTI OR TFUS•..•. LOC..TL scorw5 AT WC+'OT Or Grin»; worn 1c.eEA (2' ten. 1C.•H4L w0M) w/ 2' Ws. rv.cm rOH. f 10 r r 1 1 5. u . 1 '/ 3/r • • 5/rLL*'1 N 0 :. (7/a. 1L'1. ®0p© 7' • r 1000 DCC1C RCYxA / 10 x 1/2' 5. S. 5. Y. S. • r 0. C. TIUJT TES - 11N0 R CTIQIHCC7tN0 COUPANT 1//• 1 -20 S. S. 9CL15 • 12 0. C 1/ KIT a r ASI - Ct w/ 4/i • . 1 1/7" LA. SC t5 • 6 0. C. 10 • S S. 5. s. Y. 5. w /3 /a • • 5/f LC,c Irtt.O14 t`.l5H.0 was 1 1�1 1 1 1 U1�1 1 1 1 p1 1 1 1 Nt��"� 0 -2' • 3. 011 4- S 124- Alum. MLLE (0063 -16 I1101. R g 3 t 0 S s. 14 S. 4 L 3%S • • 22/6" O LONG NYLON BJ9 7S $ (TAP. 90710•1). / 10 • 3/4 S. 5. S. N. S. e r0.C. T' • 4- • 1/6' (wS+) •C43 -T3 At. •. TUet (C -t) w/ (2) 1/l • • r L SCRtYS • (..101 STD (wCr1T7TH Cr 511.0) MO w/ r Hh. PQ TWTON 11410 COSTING STD. "1".":' " 1 I` I II u ROLLINGSHIELD, INC. 3A. 4900 H.W. 119 STREr1 HM.(AH. F1.O4310A 3.3015 --11C 1 r • r P. 1. Caw. v0c0 curt r/ (2) 6 /46' • • S LAc SCRf✓S Tl) RArtrw C+1 TRth S. LCYAT SCPCw5 AT id ow mil or Dr15'Trx: •300 ■(1 (T YM. TY)<AN11. lr'On1) � / 2' wk. r(TFCTnArcm. ACCEPTANCE No. TB" 0>aa -01 c l0 • 3" S. S . S u S . /S • ■ 0/S L011: Nh 3 oti BIJSI Inc (1, TOW). Ow© PRODUCT iENEWED. EXPIRATION DATE (.U2M o1.OI By i• AIL, -46 I OL•:: C "CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE CEILING MOUNTING INSTALLATION - SECTION B1 SECnc s B & 01 CAN OE C0.O14ED AS APPLICABLE. APPSOVCO AS COMPLYING WUII THU SOIJill FLORIDA C(Jil.DINF, CODE CALL: UrvG 29_ 1 .. PIt0UUC1 Ct iti�izol Di ' /!S O l CIIILUIitG C ODE C OMPLIAcNCE C OFFICE ACCEP TAiiCE NO."4�� ✓ �� ASSA / ECONOMY ACCORDION SHUTTER DADE COUNTY AS SHOWN SCALE 2/6 600 curt 98 - 14 OItAW1110 110 SHER 5 Ce 9 • TT. r 1 liW woof• 24 0. REOU n u .Iphpphhlitililili CLA5. Or EXISTING M INOOW OR 5. G. D. WALL MOUNTING INSTALLATION - SECTION Al Z' 1 8 Co.rt. woo° HEADER RLOVIREO I/4" • 1 r LONG LAG SCREWS • 9 0. C. w/ 1 1/r w. PENCTRAT TO ID(tST1NC w000 HEADER. --r SEE SCHEDULE FDR 14NIUUU SEPARATION - S - T0 CLASS OF EXISTING WINDOW CR S. G. D. ALTERNATIVE 1 1/4" 1 1 1 1/2" LAG SCREWS O tY 0. C. / 10x3 S. S. S. W. S. W/ 3/6' • . 5/5 L00-G t BUSHING. (Typ. TOP). 10 r r S. S S. u. 5. w/ 3/8" • x 5/8" LONG NYLON BUSHING. (TY7.) I+QTFS; 1. INSTALLATK US ME ONLY VAUO FOR BUILDINGS WITH DESIGN LOAD UP TO 415.0 t9 5.4 2. NEW x 5 P. T. TO BE SOUTHERN PINE N0. 2. SURFACED DRY WITH 19 X U. 11. C. W/ SPCCIr C OCNSRY Or 0.55. 3. FOR NEW W000 FRANC CONSTRUCTOrr: W000 UEMOCRS 10 BE SOUTHERN PINE No. 2. w/ SPEGFIC DENSITY or 0.55 OR EQUAL. 0 © IOr 3 S. S. S. W. S. / 3/S • 1 7/r LON; NYLON BUSHRG. (Trp. BCTtTOU). \OR@OP© NEW P. T. T > tr Corti. (z) 1/r • x Y t.AC SCRCAS • EACH STUD (u0 *VT H OF STtO) .4.0 W/ 2 11a n. P ENCTRAT1ON PiTD STV O i i Oce INSTALLATION DETAILS ON . EXISTING WOOD BUILDINGS pfrea 0 14000 HEADER R COUIF„K..O SCE SCHEDULE FOR UINIUUU SEPARIT)OH • S TO CLASS Cr 005T1NG WTHOOw OR 5. C. O. ALTERNATIVE 2 / It 1 3/4" S. 5. S. u S. • 5 0. C. 1/s 0 r r LONG LAG SCREW • 6 0. C. w/ 1 l /2' un. PENE1RAroN TO EX 5101; WOCO FENDER. / 10 1 r S. S. S. N. S. w/ 3/& • r 5/8 LONG NYLON SUSHI/C. (TYp, TOP). WALL MOUNTING INSTALLATION (OFFSET) - SECTION A2 U R ®0R i LE FOR YItiWUN SEPARATION • S A - 0F ExrST1N; w1NMw CR S. C. 0. WC00 HEADER RECUIREO l /4 0 ■ 4• 1.0t1, LAC SCREWS O 8" O. C. T+ 1 1/ Y 1fn PENTIFAIIOH TO ExISTr1G w0c0 t1UCca ALTERNATIVE 3 W000 HEADER RECUI ULE FOR WINIULA! SEPAPAT1O4 ExISTTt1G wINDOw OR 5. C. 0. ALTERNATIVE 4 ,- 1 r . (u;n,) 6063 -T3 ALLOY ALUUINUU TUX Cont w/ • . 3 / 8 " u. s. (.0 IG NYLON BUSNnlC. (Typ. TOP). ROLLINGSHIELD, INC. 19) 8000 H.W. 119 STREET HIALEAH. FLORIDA 13018 II • NEW P. 1. r 1 4' Cont. w 1/4' • 1 5 1014G LAC; Sr E`wS • 6 0. C. W/ 1 1/7 Yin. PONETRATICH to D Snit, wcoo HEADER. / 10 x r S. S. 5. u. S. w/ 3/5 • 1 s /8 LONG hYLCa Bus/404G. (Typ. TOP). Conr. (C TO ALTER:tAIM 7 Cont. EC TO Ay/ER/LAME 1 APPI10 %ED AS COMPLYING WITH THE SOUTH FLORIDA DIMING CODE DATE SW E 24 , I9 qY tiY _N. PRODUCT CON' 01 DIti :S W OU110111C COOE CUM1'LIAUCE OFFICE ACCLPTAGCE 11 2 - ° 005.0.1 DADE COUNTY ASSA / ECONOMY ACCORDION SHUTTER WY. VI •arc rro •1r... i 1 1 1 ---- 1 - ©OR@OR � 10 . .T S. S. N. Y S. W/ 3 /r3 I I 1 VS 10116 hYLO'{ J BuSNINC. (ryp,) Con ©OR ®0R f 10 1 r S. S. Y. S. w/ 3/6 - • 1 5/8' LONG NYLON BIr HINC. (Typ.) °fl AS SHOWN 2/18/98 DATE 98 - 14 00tA W 1N 0 140 SHEET 6 OF 9 @ 0R 9 / 10 1 r S. S. S. u. S. w/ 3/8 • 1 5/8' LONG NYLON BUSHING. (Typ.) O OR / 10 1 3 S. S. S. Y. S. w/ 3/r • 1 7/5 1000 NYLC+1 BVSHIN . (Trp. BOTT014). I.. 4 1 l/5 r-,.) 6063 -T5 Alan. TUB( (Cont) •/ (2) 1/4" • r S LAG SCREWS • EACH STLO (41(70.4 DM OF STUD) A`O w/ r Y'n, PFJETRATDI4 two Cx2STNG SILO. // •� .tlis 1 3- 'b . \ \ 4 . TILLFT TITTIH9 t D40INEE7tH0 G wtAHT laid Kr. )1 a, 111. 111, WO ./.1 0 11810 11174 I••, I WSW l -11.10 . I. 1 00:15/171• WI WALTER A. TILUT •k.. P. E. nrv.nl IE. • 4 1I14T EE SOIECU TO CLASS SEE SCHED TO GLASS OF ACCEPTANCE EXTIRATTON DATE 1a -Q B) • . 4 ��ra' /• Li PRODUC 'ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ALTEomATIvaY iD COPIN(CT)0N M 1CP UP, USC 110 ■ 3/: S. S. S. N. S. OR 3/15" • Nulty. POP RNCTS • 6' 0. c. A7 THS L0CATOPI. w03 24 0. . REG.' D. GLASS or (I16T11Y, 41100.4 OR 5. C. 0. 1 � • ■ 1 1 2' SCEN S 6 0. C. A.LTERNATNELY TO CONK C:110N Al 10P UP. USE i10 x 3/4" • 4" . S. S. 14. S. OR Num. POF RIVETS 0 6' 0. C. AT THIS LOCATIGN. CLASS OF LY1rnHC MHOD•P OR S. C. D. f 14 . 3/4 S 5. s. u. s. • r o. c. ALTERNATIVE 1 10x3 /4 5. S. S. U. 5. OR 3 16' Num. POP R O 6' 0. C.- IF 10 ■ 3/4' S. S. S. w. S. OR 3/16" • Alum. POP IVETS 0 6 O. C. ALT 2 tie 1 -20 S S. DOLTS 0 12" 0. c. M/ HUT ! wASrER 2" xS c 4 ORS. 125" Mn. u ANGLE (6063 -TS ALLOY. NEW P. T. 1' • 6 C�4. (2) 1/4" • x 5" LAC =REVS • EACH STLD (L4OwTTH CF STUD) MO w/ 2 un. P£PCT7Un011 INTO S11.10 •1411gU1U11UU1111.2CINIMII - = 1/: •-20 5. 5. DOLTS 0 12 0. C. w/ PAIT t '0ASHCR 2' • S 011 ! COI 5' • .125 AP✓n. MILL( (6063 -16 RIAY. 10 • 3" S. Y. S. w/ 3/6 • f 7/6„. LONG Prc1.6■I BUSRIHC. (T)p. B0TT0u). Ci3 1 • 4 • 1/6' (w1+.) 6063 -T5 MP ivec (C«i-) ' ( 1 /r • • r LAG SOICt1'S • UOt SILO (W04.00T)1 OF S1'JD) Aro w/ 2' M•.. PEHETMTCH 14470 C.xs71HC 511.0. 10 • 3/4' S. S. S. 4. 5. OR 3/16 • Num. P00 R71ETS • 6 0. C. b § o a O F OR M f 10 . .3" S. V. S. W/ 3 /!T • x 7/6 •T B LONG N110 eu - nc. WALL MOUNTING INSTALLATION (OFFSET) - SECTION A° f TO x 3/4" S. 5. S. Y. S. OR 3/16 • Num. POP R' ETS • 6 0. c. 4.000 TRvSSCS Ot PATTER • 2: 0. C. PC: MARCO 1 11 • 3/r S. S. L II U ! I S. W. S. 0 6' 0. C. If 5. 1 4. 5. w / 3 / 5" • • 5/5" LCHC ML04 6,ISHNC (Ty ) EE SCHEOUL. M R . win. SE'..JU011 'S TO CLASS OF EXISTT1: r1? CO* OR S.0.0. . 1 10 =.3//4 S. S. S. U. S. OR 3/16' • Nvrn. POP RrlETS • 6 O. C. ALTERWR,QY 10 C OrNECTKA•1 AT TDP UP. USE /10 x 3/4' S. S. 5. W. S. OR 3/16 Alum. POP RIVETS 0 6 0. C. AT THIS LOCATION. 4 1/4" • • 2 VI' LAC SCREWS • IF c. C. -- -1.50d o 2 1' • 4' ■ 1/6' (N•.) *C•3 -T5 Num. TvoC w/ (2) 5/16' • •C LAC SCANS 70 (181 RATTEA CA TRUSS. UXATE 5T11C-S AT 1 .40‘101 - 1.1 cr OO;1114; '000 HD/eat (2' Kn. POMNK. wont *1 T K n. PENETRAT°)1 r 10 S 5. S. S. W. S. */ 3/6" • • 5/6" LCt+: M1LU1 6JSHH;. (Tyy. TOP). D 0R 1 10 • S 5. U. S. w/ 3/6 o • 7/6 LONG NYLON 8U91IHC. (Trp. BOTTOu). CEILING & FLOOR MOUNTING INSTALLATION - SECTION B' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 10 x 3 /4- S. 5. S. W. S. OR 3/16 • Mn,. + POP RIVETS O E 0. C. 7 • 6 *C00 DECK RL0U RED i 14$' tisc:o - \ TT1L1JT Tammy t 040I 0 A.x 1 UH KY. ••H Itl. 211 1/•71'•1 0M00E. 'too. ?JIM 1 •tn... t OCIS )•1 -1 . /a : (2(0)071-14.21 on. o WALTER A. T1U.R Jr., P. C. 11 non, 11. 2 44107 Pg1E5: 1. •ETALLATTDAS ARE ONLY VAUO F'0T7 OUILOIIGS 1f1+1 OCSJCN LOAD Ur TO 75.3 p.4.1. A.10 9' -0 Wog. SHUTTER SPAN. Z. HEW T x 6' P. T. TO BC SOUTHERN PINE No. 2. SURFACED DRY '1144 19 X W. W. C. w SPECIFIC DENSITY Cr 0.3.5. 3. FOR NEW k000 FRAME CONSTRUCTION: '000 WEUBERS 10 BE SOUTHERN P2IE No. 2. w/ SPECIFIC DENSITY OF 0.55 OR EOUIt. ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD° INC. ;A900 H.W. 119 STR(IT HrLE.W. FLORIDA 33016 0ti •trot B) P >,0 I '� TIV L 3 � r t "' y 1 V � tiY J D ACCEPTP \CEr•:D.gg- Olaf - EXPIRATION DATE toLl kixs. 0i - O1 -O I • 4 - 1 P^OD j B.Y1LC :NG CODE COMPLIANCE OFFICE APPROVED AS COMPLYING 171711 TIIF SOUTH FLORIDA BUILDING CODE NFL-- I-W C Z 9_ � IC-1? OY FIOOUCI CO■:( O;V:S.ON i3UItDING CODE COMPLIANCE OFFICE i1CCEPFANCE I10.95 05.O I DADE COUNTY AS SHOWN Scut 2116/943 DATE 98 - 14 04tAw11io Mo own' 7 C . 9 1.IAXI1JUM DESIGN LOAD "rr (p.s.f.) AT WALL MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) WALL MOUIITING INSTALLATION AT TOP OR BOTTOM (TO MASONRr) FLGOP. /CEILING UOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) > 5' -CI TO 10' -0 Holt 1 rim 2 NO*t 3 NOTE 1 NOlt 2 1401E 3 NOTE 1 N 1( 2 FOIL 3 FROM 45.1 10 61.8 2 7/8' 9" 9 9' Sr 9' 4 1/2" 9' 9' B' 4 y' 9' 7" 7' T 5 9' T 5' FROM 61.9 10 75.3 2 1/2" 9 9" 8 1/2" 9 g' 2 1/2 9' 9 T 2 1/4 9• 9' 4 1/2" 9 r 3" 9' 5 1/2' 4 1/2' FROM 75.4 TO 91.4 2 1/4' 9• 9 ' 9" 3" - 9' 7 1/ 1/2' FROM 91.5 TO 120.0 2 1/4' 9' 4 1/2' 4 1/2" 8" - - 9' 5 1/2 1/2' FROM 170.1 TO 168.1 7 1/2" 4 1/2 - 2 1/2" - - T 5 1/7 - FROM 168.2 TO 226.3 4 1/2" 4 1/2" - '' 2" . - - 5 1/2" 5 1/2' - 1AX1 0CS+CII L0AO l4.XIUUu PNICL SPA 'L' (II ) '5" TO CLASS On.) - re' (p...I.) • > 5' -CI TO 10' -0 • 165.2 45 1 1 2' -0" 13 2 7/8' 2' 47.0 1T -0' 1: 2 7/8' 2" 49.0 12' -0' 12-6 4 2 1/7 50.5 12' -0' 12' - 4 4 2 1 /7 52.0 1r -0' 1r - 2' 4 ' 2 1/7' 52.4 12' -0' 12' - 1' 4" 2 1/2" 55.0 11' -10' 1l' - 10' ! 2 1/4' 55.? I1' -ILI" I I' -10 4 2 1/4 55.8 11' - 4' 11' - 9' 4' 2 1/4' 57.2 11' - 4' 11' - 7' 4 2 1/4' 58 0 11' -4' i i' -S 4 2 1/4' 58.0 11' - 4' 1 l' -S 4' 2 1/4' 59.5 11' -4' ii•-4 4 2 1/4' 59.7 11' -4' I1' - 4' 4' 2 1/8' 61.5 11' - 7 1l' -2' 4 2 1/13 81.8 11' -1' 11' -1' 4' 2 1/S 61.9 11' -1' 11' -l' 4' 2 1/8 63.4 11' -0 1 1' -0' 4' 2 1/5' 63.6 1 1' -0' 1 1' -O' 4' 2 1/Er 63.7 11' -0' 11' -0' 4' 2 1 /Er 66.9 • 10' -0' 10' -5' 4' 7' 67.0 10' -IY 10' -V 3 1/2' r uAxluUU DESIGN LOAD 'M' YAXIUuu PANEL SPAN 'L (ft) ullluUU SC9AaAllcN ' s' TO CLASS (in.) (p.i.f.) • > 5' -CI TO 10' -0 • 165.2 67.5 10' -B' 10' -8' 2 7/8' 2' 70.4 l0' -6 10' -6 2 7/8' r 71.1 10' -S 10' -5' 2 7/6 r 71.4 10' - 4' 10' - i 2 7 /8' ....■.- 1', '74.5 10' - 10' -4 2 7/8' 2' 72.9 10' -3' 10' -3" 2 7/6 r 75.1 10' -1' 10' -1' 2 7/6 2 75.2 40' -1' 10' -1' 2 7/8' r 75.3 10' -1' 10' -1' 2 7/5' 2' 77.0 10' -0" 10'-0' 2 7/8" r 77.5 9' -11" . 4 -tt' ' 3 1/f - 7 78.8 - 9' -10" 9' -10' 3 1/2' r 80.7 9' -9' 9' -9' 3 1/2" 2' 81.5 9' -8" 9' -6 3 1/7 r 82.5 9' -8' 9'-8' 3 1/2" r 83.4 9' -T 9' -7' 3 1/2" T' 66.2 9' -5 9' -5' 3 1/2" 2' 66.7 9' -5 9' -S 3 1/2" r 66.8 9' -S 9' -5 3 1/2" 2' 68.5 9' -4" 9' -4 3 1/7 r 90.3 9' -3' 9' -3' 3 1/2" 7 90.8 9' -r 9' -2' 3 1/2' r UAXI14UU OESCN L0,40 ' 1.W(4UU PANEL. Spxl 'L' (rt.) ullluUU SC9AaAllcN ' s' TO CLASS (in.) (p.1.1.) • > 5' -CI TO 10' -0 • 165.2 125.2. 7' -7' 7-7" 2 7/8' 2' 125.8. 7' -6' 7' -6 2 7/8' r 125.7 7-6 7-6 2 7/6 r 129.6 7'- 4' 7' -4* 2 7 /8' 7 430.7 7' -3" 7' -3' 2 7/8' 2' 131.6• 7 -7 7-7 2 7/6 r 134.5 7' -l' 7' -1' 2 7/6 2 136.: 6' -11" 6' -11 2 7/8' r 137.9 6' -40' 6' -10 2 7/5' 2' 140.7 6' -9' 6' -9' 2 7/8" r 142.E 6' -7" 6' -7' 2 7/8' 2' 113.5 6' -7" 6' -7' 2 7/6 2' 147.0 6' -5" 6' -S 2 7/8' r 143.4 6'-{ 6' -4 2 7/6 r 152.6 6' -2' 6' -2' 2 7/8' 2' 153.1 6' -2" 6' -2 2 7/8' 2 156.6 6'-0' 6'-0" 2 7/8' 2" 157.5 6'-Cl 6'-0' 2 7 /8r r 157.8 6'-0 6'-0 2 7/6 2' 160.5 5' -11' 5' -lt" 2 7/8' r • 161.7• 5' - 10' 5' - 10' 2 7/8 2' 164.4 5' -5 . 5' -9' 2 7/6' r IJ4,xuU14 DESIGN LOAD 'v' u&X1■Uu PA'IEL SPIN 'L (Et ) 11fI114UU 5EP,RAn041 'S TO CLASS (in.). (p.3.1.) -. > 5' -CI TO 10' -0 3 165.2 91. 9' -2' 9' -7' 3 1/2" 2' 92.7 9' -1' 9' -1' 3 1/T . r 93.8 9' -0' 9' -0" 2 7/8' 2' 94.8 9' -0' 9' -0" 2 7/8" r 95.6 8' -11' 8' -I I' 2 7/6' r 96.8 8' -14' 8' -1l' 2 7/6 r 97.7 8' - 10" 8' -40' 2 7/8" r 100.5 8' -9" 8' -9" 2 7/8" r 104.5 8' -8" 8' -3" 2 7/8' 2' 103.7 8' -7" 8' -7 2 7/8" 7 106.5 8' -8' 8' -3" 2 7/8" 2' 108.8 8' -5" 8' -5' 2 7/8" r 110.6 8' -i 8' -i 2 7/8' r 111.0 8' -4' 8' -4" 2 7/8" 2' 114.1 8' -7" 8' - 7 2 7/6' 2' 116.5 8' - 7 8' -7 2 7/8' r 116.9 8' -1' 8' -4' 2 7/8' 2" 117.6 8' - 1' 6' -1' 2 7/6' r 140.7 8'-0' 8' -0" 2 7/8' 2' 120.0 8'-0' 8' -0' 2 7 /8' 2' 124.2 T -l0' 7-10' 2 7/8' r 1223 7 -9' 7' - ?' 2 7/S r 141x :vuu CCSJ l 1a o _ ' lr' (p.s.f.) I41N1uUm PANE(. SPAY ' 41.) L smouu1 ScPM1Anc•1 'r TO GvsS (In.) 2 7/8 . > 5' -CI TO 10' -0 3 165.2 5' -9- 5•-9• 2 7/8" r 16.8.4 5• 5•_ 2 7 /0' r 168.7 5' -7- s' - r 2 7/6' r 470.0 5' -7' T-7" 2 7/3" 175.6 5' -3' 5._5 . 2 7/5 7' 178.8 5' - 4' S• - 4 . 7 7/r r 130.3 5' -3' 5•_s 2 7/8' r 138.0 5' - 0' 5•_0 7 7/e r 195.2 4' -10" 4' 10" 2 7 / 6 7 497.2 4• - l0' 4• - 40 2 7 / 8 r 199.1 4•_9' 4 '_g 2 7/8" 7 204.7 4'_ 4• - 2 7/8 r 244.3 4' -6 4• -6' 2 7/6 r 216.9 4• -4' 4• - 4' 2 7/8 7' 221.6 4' -3" 4• -• 2 7 / 8 ' 7 226.3 • 4• -2' 4•_7 2 7/9 7 SHUTTER SPAN L (1t.) MINIMUM SEPARATION 5' (in.) LESS OP. EOUAL THAN 9' -0' 2 7/8 . > 5' -CI TO 10' -0 3 1/2" > 10' -0' TO 12' -0" 4' 4 MAY.IMUM DESIGN PRESSURE RATING "V•/ (p.s.i.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. VALID FOR SECTIONS A, Al. 8, 81, B2, C & C1 ON SHEET 2 OF 9). * VALID FOR UP TO 3 "=0" 1JAXIMUM SPAN. ANCHOR SPAIN; LEGEND VALID FOR SPANS OF 5' -0' OR LESS. VALID FOR SPANS GREATER THAN 5' -0' TO B' -6". • (1) Max. ANCHOR SPCC. (2) Mop. A/JfHOR SPCG. MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VALID FOR SECTIONS A. A1, B. 61, 132, C & CT ON SHEET 2 OF 9). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NECATNE PRESSURE (SUCTION) LOADS. S`l ACCORDANCE WITH ASCE 7 -88 CRITERIA FOR A CPrN OPENING. IF NEGATN'E PRESSURE VALUES COMPLY WITH THE REOUIRED PRESSURE FOR THE OPENING. THE POSITIVE PRESSURE WILL AUTOMATICALLY OUAI.IFY AND NEED NOT TO BE CHECKED. + USE TAPCON ANCHORS, ZAMAC NAILIN do 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 GREATER THAN 75.3 p.s.f. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3" EDGE DISTANCE. FOR E. D. LESS THAN 3", REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. 0. FOR RAM. CALM. -IN ANCHORS I5 2 1/7'). ACTUAL E. 0.= EDGE DISTANCE 2 1/2" FACTOR .75 .50 3 Ma•. I" ' 14'n. S N.2 ANCHORS RE0U1RE0 TAPCON OR RAWL CALK - IN ZAM.AC IWUN UP TO 75.3 p.e.1. > 75.3 p.3.1. TO 226.3 p.s.(. ANCHOR LEGENDS S S TAPCON OR RAWL CALK -IN 5 = ANCHOR SPACING GIVEN 011 SCHEDULE 5TPCGEREO ANCHORS ANCHORS USED W/TRACK - A' (TOP k BOTTOM) SHALL BE INSTALLED TABLE 1: 14B414UM SEPARATION 'S" BETWEEN GLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN L , FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -U ABOVE GRADE OF A GIVEN BUILDING. 30' -O" ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SEPARATION '5' TO BE MEASURED AS INDICATED ON SECTION 0, SHEET 4 OF 9. • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -Cf' ELEVATION OF BUILOIr IG. SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN THE MAXIUUI.1 ALLOWED SHOWN Otl SCHEDULE. •. FOR SHUTTERS INSTALLED ABOVE 30' -0 ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. . . �? ° L.IZ%•VINc. TILIJT TLTTIN9 4 WOIP4CUtr10 CIOM /ARMY L N.V. 1.e' b.. 44r 717, •••03.64 0.+171.6. 1 .bBO» >n44 C.105)471-100 . Flo . (106)471 -1631 4[t. 10 `.✓•LTLR A. TUJT .Jr.. P. C. ASSA / ECONOMY v '7 Y PRODUCT RENEWED ACCEPTANCE No.9R -01 �'�- DI E 2IRA ION DATE � F ?ODL' . CONTROL DIVISION BUILD:. \G CODE CO' IPLI. _ \CE 01: FICE Ai'F ROVE0 AS CO61PLYINNG WITH TIN( SOUTH FLORIDA BUILDING CODE DATE BY _11.t. FROCJCT CON I 'I:( ,: JE_ 2C)- I9a � 4.] UL 0ivi iurl BUILDING CODE COMPLIANCE OFFICE ACCEPTA■CE NiO.0 - 0;00,5, 0 ACCORDION SHUTTER DADE COUNTY AS SHOWN SCALE 2/16/96 IMTt 1*d SSA. 1 19) kw. 119 STREET (AM. FLORIDA 33018 1x71 t WV. 6. 98 - 14 OR/.MHO )b 1 ' sHErt 8 co" • MAXIMUM DESIGN LOAD 'Vr (p.s.f.) ■ WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) FLOOR /CEILING MOUNTING INSTALLATION OR O TOP BOTTOM TT (TO CONCRETE) • NO1E 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 FROM 11' -7 9- 9' 71.1 9" 9 9" 4 1/2 9' 9' 8• 45.1 10 61.8 2 1/2 9" 9' 11' -0' T 7 T .5 9 T 5' FROM 61.9 10 75.3 10' -9' 9' 9 8 1/2" 9' 6' 2 1/2 9' 9' T 10' -9' 9. 9^ 4 1/2' 9' T 3' 9' 5 1/2' 4 1/2' FROM 75.4 10 91.4 2 3/8' Si' 9 10' -r 6' 9 - T - 9' 7 1/2'6 1/2' FROM 91.5 TO 120.0 10' -4' g- 4 1/2" 4 1/2" g' - - 9' 5 1/2' 5 1 /7' FROM 120.1 TO 168.1 7 1/2" 4 1/2' 10' -O' - 2 1/2" - - r 5 1/2' - FROM 168.2 TO 228.3 4 1/2' 4 1/2" 3 1/1 - 7 • - - • 5 1 /2 5 1/2' - 144.XI1W DESIGN LOAD 'vr WAXIUUU PANEL SPAN •L• (fl) uIN1UUV SC3'ARATION '5' TO GLASS (in.) (p.s.f.) • •• • .. 67.5 1t' -4' 11' -4' 4' 2 1/2' 70.1 I1 -2' 11' -7 i 2 1/2' 71.1 11' -1' 11' -1 4 - 2 1/2' 71.4 11'-D' 11•- 4 ' 2 1/2 71.5 11' -Ef 11' -0' 4' 2 1/2' 72.9 10'-11' 10' - t t' 4' 2 1/Z• 75.1 10' -9' 10' -9' 4" 2 1/: 75.2 10' -9' 10' -9' 4' 2 1 /r 75.3 10' -9' 10' -9' 4' 2 1/2' 77.0 10' -5 10' -5' 4 2 1/2' 77.5 10' -T 10' -T - - 4' 2 3/8' 78.6 10' -6 10' -r 4' 2 3/8• 80.7 10' -5 10' -5' 4' 2 3/8' 81.5 10' -4' 10' - 4' 4" 2 3/8' 82.5 10' -3 10' -3' 4' 2 3/8' 83.4 10' -3 10' -3 4' 2 3/e' 66.2 10' -O' 10'-0' 3 1/7' 2 3/8' 86.7 10' -Cf 10'-O' 3 1/1 2 3/8' 86.8 10' -0' 10' -0f 3 1/1 2 3/8' 88.5 9' -11' 9' -11' 3 1/7' 2 1/4' 90.3 9' -10' 9' -10' 3 1/2' 2 1/4' 90.8 9' -10 9' -10' 3 1/r 2 1/4' 114.7IUUM DESIGN LOAD '1" WX MUU PANEL SPAN 'L' (ti.) uiNNUI4 SEPARA.T10t1 "S' 10 GLASS (in.) (p.1.1.) • •• • .• 125.3 8' - ff 8' -O' 2 1/7' 2' 125.6 7-11' 7' -11' 2 1/1 2' 126.7 7' -11' 7' -11' 2 1/2' 2' 129.(. r -5 7• -8' 2 1/7 7 1 130.9 7-6 7-5 2 1/7' 7 i 1311. 7• -T 7• -7' 2 1/2 r 134.3 7-5 7' -5 2 1/7" r 136.: 7 -1' 7• - 2 1/7 2' 137.9 7• -S 7 - 3' 2 1/1 2' 140.7 7' -1' 7' -1' 2 1/7' r 142.8 7-0' 7 - 0' 2 1/1 7 143.5 6' -1 6' -11' 2 1/7 r 147.0 6' - 10' 6' - 10' 2 1/1 2' 148.4 6' -9' 6' -9' 2 1/2" 2' 152.6 6' -6' 6' -6' 2 1/2' r 153.1 6' -5 8' -6 2 1/1 2' 156.6 6' -4' 5' -4" 2 1/7 2' 157.5 6•--4' S -4' 2 1/2' 2' 157.8 6'-4' 8' -4' 2 1/7 2' 160.6 6' -2" 6' -7 2 1/2" 2" 161.7 6' -2' 8 -7 2 1/1 2' 164.4 6' -1' 6' -1' 2 1/7 r VAX 4.41A.1 DESIGN t.0AC • w 1.44..X1141/ PMIEL WW1 'L' (11.) 1.4f11IIl SEPARAT1ON •S TO GLASS (in.) (p.1.t.) •• •• • .. 91.4 9' -9' 9' -9' 3 1/7' 2 1/4' 92.7 9' - 9• 3 1/2' 2 1/4' 93.8 9' -8' 9' -5 3 1/7 2 1/4' 91.8 9' -T 9' -r 3 1/r 2 1/4' 96 6 9' -6' 9' -6' 3 1/7' 2 1/4' 96.8 9' -6' 9' -S' 3 1/7" 2 1/8' 97.7 9' -5' 9' -5' 3 1/2' 2 1/8' 100.5 9' -4' 9' -4' 3 1/7' 2 1/8' 101.5 9' -3' 9' -3" 3 1/7' 2 1/8' 103.7 9' -2' 9' -2' 3 1/7 2 1/8" 106.5 9' -0' 9•-0' 2 1/2' 2 1/8' 108.8 8' -11' 8' -11' 2 1/1 2 1/8' 110.6 8' -11' EV -1 I' 2 1/7 2 1/8' 111.0 8' -10' 8' -10' 2 1/2' 2' 114.1 8' -9' 8' -2" 2 1/2 r 116.5 8' -T 6' -r 2 1/7 7 116.9 8' -6" 8' -6' 2 1/1 r 117.6 B' -6' 8' -6' 2 1/2' 2' 119.7 8' -i 8' -4' 2 1/2" 7' 120.0 8' -4' 8' -4' 2 1/7 7 121.2 8' -3' 8' -3" 2 1/2' 7' 122.5 8' -2' 8' -2' 2 1/2' 7 4AXIUUU DESIGN 1C14.1) • w (p.4.1.) 1JA.YIUUU PANEL SPAN 'L' (rt.) uINWUu SEPMU 'S' TO GUESS (In.) • •• • .• 165.2 6' -O' 6'-0' 2 1/7 i 168.1 5' -11' 5' -11' 2 1/7 r 158.7 5' -11' 5' -11' 2 1/7' r . 1:.170.0 5' -l0' 5' -Kr 2 1/7 r 1 175.6 5• -B 5' -8" 2 1/7 r 176.6 5' -8' 5' -8' 2 1/7 r 180.3 5' -6' 5• -6' 2 1/7 7' 188.0 5' -4 5' -4' 2 1/7 r 195.2 5' -1' 5' -1' 2 1/7 r 197.2 5'- 1' 5' -1' 7 1/7 r 199.1 5• -0' 5' -0' 2 1/7 7' 204.7 4' - 11' 4' - 11 - 2 1/7 r 211.3 4' - 9' 4' -9' 2 1/2 7' 216.9 4' -r 4' -T 2 1/7 2" 2.21.6 4' -8" 4' - 6• 2 1/7' r 226.3 4• -3" 4' -5' 2 1/r 7 SHUTTER SPAN • L (ft.) MINIMUM SEPARATION "S" (in.) LESS OR EOUAL THAN 9' -O" 2 1/2" > 9' -0' TO 10' -0" 3 1/2' > 10' -0" TO 12' -O 17 -0 4 - ACTUAL E. 0.- FACTOR EDGE DISTANCE 11 (p.1.f.) 2 1/2" .75 2' .50 WAX1U.1Uu OCSICN LOAD ' ,MXIUUU PANEL SPAN 'L• (ft.) IIINIUJU SEPARATON 'r TO CLASS (:n.) 11 (p.1.f.) • • 45 1 17 -0 13 `- r i 3' 47.8 12' -0• 13' -1' 4 ' r 49.0 17-!' 13' -U i 3' 50.5 17 -0' 12'- 11' 4 3' 52.0 17 -0' 12' -10' 4 - r 52.4 17 -0' 12' 10' i 3' 55.0 12' -Er 12' -T 4 - r 55.2 17 -0 17 -T 4 3" 55.0 17 -0 17 -6' 4' T 57.2 17-0' 17 -4 4 2 7 /5' 58.8 12'-O" 17 -2' 4' 2 7/8' 58.6 17 -0" 12' -2' 4' 2 7/8' 39.5 17 -0' 17 -1' 4' 2 7/5 59.7 17 -0' 12' -1' 4 - 2 7 /8" 61.5 11' -1 1" 1V-11 4' 2 3/4" 61.6 11' -10' 11' -10' 4' 2 3/4' 61.9 11' -1(I 11' -10' 4' 2 3/4' 63.4 11' -9' 11' -9' 4 ' 2 3/4' 63.6 11' -8' 11' -8' 4' 2 3/4' 63.7 11' -8 11' -r 4' 2 3/4' 66.0 11' -S' 11' -5' 4' 2 3/4' 67.0 11' -S 11' -5 i 2 3/4' MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING M (VALID FOR SECTIONS 6', B1', B2' & C1' ON SHEET 3 OF 9). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WI IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REOUIRED PRESSURE FOR THE OPENING, THE POSITIVE PR NEED NOT TO BE CHECKED. MAXIMUM DESIGN PRESSURE RATING "Y/' (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTIONS B', B1'. B2' & C1' ON SHEET 3 OF 9). * VALID FOR UP TO 3' -0" MAXIMUM SPAN. ANCHOR SPACING LEGEND (1) Mor.•ANCHC'R SPCC. VAUD FOR SPANS OF 5' - OR LESS. (2) Mox. ANCHOR SPCG. VAUD FOR SPANS GREATER THAN 5' -0• TO 8' -6". A Nr.i.U14 SPCO VAL ID FOP SPANS (:RFATER THAN R• -K TO Mnr. ALLOWED. + USE TAPCON ANCHORS. ZAMAC NAILIN & RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS OF TO 75.3 p.s.f. USE ONLY TAPCON ANCHORS & R 'VL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATEP. THAN 75.3 p.s.l. MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 EDGE DISTANCE. FOR E. D. LESS THAN 3", REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : 1.4in. E. D. FOR RAW_ CALK -IN ANCHORS IS 2 1/2 "). TAPCON OR RAWL CAW -IN ZAIIAC NA.IUN UP 10 75.3 t•.:1. TAPCON OR RAWL CALK -IN > 75.3 9.4.1. TO 226.3 p.s.f. ANCHOR LEGENDS AXIMUM SPAN "L" SCHEDULE. TH ASCE 7 - CRITERIA FOR A GIVEN OPENING. ESSURE WALL AUTOMATICALLY OUALIFY AND BLE 1: R SHUTTERS INSTALLED WITHIN THE FIRST 30' -U' ELEVATION OF BUILDING. E TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN E 4tAY.IMUM ALLOWED SHOWN ON SCHEDULE. R SHUTTERS INSTALLED ABOVE 30' -0' ELEVATION OF BUILDING. MEASSUREO BOTTOM OF SHUTTER. IL ECOIN..\ TILL IT TT:f1TN0 t DON t MOO 0011 PANT NIH K1. 3 R, }•. 317. 11 n1 Q' C`6. P. 37744 1%444 4704)471-14.19 . ►u : P00671 ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. (A.s.s.I. 1 is) 6900 N.K. 119 STREET HIALEAH, f .,OR10A 33018 KY. 00 K:Rr7O1 4471 I Irv. M PRODUCT RENEWED ACCEPTANCE EXPIRATION DATE 01 -D1 By PROD z CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITiI TIN - SCUM FLORIDA BUILDING conE DATE 29._ Ir)98 BY PRODUCT CON ROl DIVISION BUILOI„G..CODE COMPLIANCE OrFIC( ACCEPTANCE NU. O5.01 ■q DADE COUNTY AS SFO*H SCALE 2/16/98 DATE 98 - 14 NAVAHO Ho TA WIf11M111.4 SEPARATION "5 BETY:'EEN CLASS AND SHUTTER FOR A LIVEN SHUTTER SPAN 'L _ , FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ABOVE GRADE OF A GIVEN BUILDING. 30' -CF ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER.. SEPARATION "S" TO BE MEASURED AS INDICATED ON SECTION 0, SHEET 4 OF 9. • FO SE TH • 1 FO AT Yc4LTD4 A. TUJ1' Jr., P. E. It. 8 ••187 $ (CT 9 Of • to re- occupy the single family residence known as : (address) Buyer APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY 1A-N: Do9/(, DLO , hereby apply for a certificate 11 I'S N Legal Description: Seller Realtor PAGE 1 OF 2 , Miami Shores, Florida. Lot: Block PB & PG: I hereby certify that I understand that the zonins of the property is for single- family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re= Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single - family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on such property. Applicant r,' aia-A--amicfri Date) Print Nam 1 !i kt fO U3 ********* k************** * * * * * * * * * * * * *s =..* * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * ** For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: (505) 7 S S t ( ()(.' Contact Name: 1) b I co F L Telephone: r 30 c) 33 - G& (/',� Company Name k ■i . Application Fee ($50) paid: Cash Check No. Inspected by: - Approved `/ Denied Date 7f 1 Comments: CER11k1CATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has been inspected for purposes of re- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that property may be re- occupied by the above applicant for single - family residential pure ses. THIS CERTIFICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MrAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE - FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTERESTED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO D THE CONDITION, THEREOF. PAGE 2 OF 2 IVI MII SHORES VIL,.. , FLORIDA B Date of Certification: 7 �`� Date — -M Job Address / / / $ NU ° Tax Folio Legal Description f 1 C, ALIT✓ n3() J Q,, ic Historically Designated: Yes No Owner/Lessee / Tenant Master — rrniit #,� o C z r— o3 // Owner's Address OTT() T () 9 n 1 dt Contracting Co. ao (I d Vl&-1 S4 c-et c( we_ Qualifier Si ( , 0 State # GC)' 0 Municipal # Architect/Engineer I ` ("I`& -o Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIP'T'ION iA/10 ¢¢ __ i(cc (5Y1 (Allem m oyl - c ') Square Ft. 5. OD 4 %GI Signature f o c ( and/or w Condo President Notary as to My Commis FEES: PERMIT RADON PERMIT APPLICATION FOR MIAMI SHORES VILLAGE l<.O Address Address Address SS# - Phone S Competency # Ins. Co. Address (S fl -3 I Ei 3ao 0) ') O ©rO Phone Estimated Cost (value) OSCb 614 ) 4 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 cc actor to do the wo •- Mated. 0.05 Signature of Contractor or Owner- Builder Notary as t My Comml CC , 857636 - , EXPIRES: August 31 2004 Bonded Thru Notary Pub ic Underwitters s Date C.C.F. a Q NOTARY BOND 3 TOTAL DUEL I ti APPROVED: Zoning Building �� ,� �� Electrical Mechanical Plumbing Engineering Date Type Insp'n Permit No. Company Phone # For Inspector: Approved / ® �I' Correction V' Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Name Pe21/P Address /! to lOita 1 �J fir Florida Storm Panels 14475 N.W. 26 Avenue • .Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 20 gauge panels under renewal number 99- 0804.01. (Previous number 99- 0105.03) This letter authorizes Rolling Shield to use our 20ga. panels under number 99- 0804.01 to be used at the following job: C PGi.O.crA 666 ItlE g161lr R �"4i Los* kitoreio Sincerely, Victor V. C President or Enrique Revilla Vice - President 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. ROLLSHUTTERS • SHADES 2500 N.W. 74th Avenue Miami, Florida 33122 305 - 436 -6661 305 - 436 -5523 (Fax) 800 - 474 -9404 (Toll -Free) www.rollingshield.com t5 Q� Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/23/2002 is PAY TO THE - ORDER OF FOR Applicant: EDWIN Owner: STEIVE JOB ADDRESS: 1115 NE 97 Contractor ROLLING SHIELD INC Local Phone: Parcel# 1132050170060 Permit Status: ROLLING SHIELD, INC 2500 N.W. 74TH AVENUE MIAMI, FL 33122 Approved ®,UNION PIA RS BANK Permit Expiration: 2/19 /2003 3ar" /7 e' g7c/7 v/w 000 1 50 2"' 1:067008'. L4': II'96600 3 26 71 Building Permit Permit Number: BP2002 -1489 STEIVE EDWIN ST Contractor's Address: 8900 NW 119 ST Legal Description: REV PL MIAMI SHORES SEC 8 Fees: FEE2002 -4743 FEE2002 -4744 Description Building Permit Application Fee CCF Total Fees: Amount $60.00 $1.20 $61.20 Total Fees: $61.20 Total Receipts: $0.00 Construction Value: Work: INSTALLATION OF TWEENTY ONE (21) STORM PANELS $1,050.00 DOLLARS 1502 63- 8411670 BRANCH 8212E Securilv Page 1 of 1 PB 43 -51 LOT 6 Re inspection BLK 180 LOT :plication herefor in strict compliance with all ecifications that may have been submitted to ces or if the plans are changed without ,sponsibility for a thorough knowledge of the id that he assumes responsibility for work done ions pertaining thereto and in strict conformity responisibility for all work done by either Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (cr. Tributary Area'; in Scuare Feet Effective Wind Area (cr, Tributary Area) in Square Feet 4 ! 20 30 ! 40 ! 50 ! 60 ; -1. 40 j -1.29 I -1.23 i -1.19 j -1.15 i -1.13 15 ! -73.3 1 -68.4 -65.5 I -63. ! -01. -60.5 20 I -77.6 ! - 72.4 ( -69.3 49.0 -67.2 ! -65.5 ! -64.1 z 81.0 ! -75.8 1 -72.4 52.7 -70.1 , -80.4 -86.9 30 I -84.5 1 -78.8 j -75.5 I -73.1 I -71.3 I -69.8 40 1 -89. r7 : -83.6 ! -80.1 I -77.6 j -75.7 . -74.1 50 I -94.0 1 -37.7 i -84.0 1 -81.3 I -79.3. ,:- ,::i.,\ 7; 77.6 60 ! -97.4 ! -90.9 1 -37.0 1 -8 I ,:-82.10i._% ,, .? Interior & Exterior Zones (4 &5 - Walls) Positive Pressures Exposure C Fcr the 146 mph Wind Zone mph Wind Zone Height (Maximum) i Effective Wind Area (cr, Tributary Area) in Square Feet Effective Wind Area (cr, Tributary Area in Scuare Feet ! 10 j 20 ! 30 ! 40 1 50 ! 60 1 1.00 j 0.95 I 0.92 0.89 1 0.88 ! 0.86 15 =8.9 54.7 1 5 3 I 50.8 i 49.8 ?0 49.0 1 48.4 5 6.7 . 58.0 -56.8 1 53.8 I 52.7 -62.9 51.9 1 51.2 25 -59.3 60.5 ! 57.8 j 56.2 ! 55.1 -62.8 54.2 1, 53.5 30 40 63.1 1 50.3 1 58.6 I 57.4 -65.6 56.5 ! 55.8 40 -73.0 67.0 ' 64.0 ! 62.2 ! 60.9 an 60.0 59.2 50 70.2 ! 57.0 I 65.2 I 63.9 I 62.8 62.0 60 72.8 ! 9.5 I 67.6 ! 66.2 ! 65.2 ! 64.3 Interior Zone (4 - Walls) Negative Pressures xccsure C For the 146 mph Wind Zone Height I (Maximum) Effective Wind Area (cr, Tributary Area in Scuare Feet 10 20 1 3C ! 40 50 60 -1.10 -1.05 ! -1.02 -0.99 -0.98 -0. se 15 -59.4 ; =8.9 -�5 5 ! -54.= 1 -63.6 -53.0 ?0 -6'2.9 ! -50.3 5 6.7 . -57.6 -56.8 ! -56.1 25 -cc. -62.9 -61.3 j -60 .2 -59.3 -50. . 3C -66.5 -65.6 -63.9 -62.8 -61.9 -61.1 40 -72.6 ! . r 6 9. ! -87.9 -66.6 -65.6 -64.8 50 -76.1 -73.0 -71.1 ! -6 -63.8 -63.0 an - 7 a q -75.7 -73.7 -72.4 -71.3 -70.5 RAMMS ENGINEERING, INC. Kd = 1.00 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING CODE 2C01 Robert S. Monsour, P.E. Fl # 11955 / 0006024 _ _ -G: .. CODE DESIGN WIND LOADS (LBS /SQFT) FOR 146 MPj9ONE Length of End Zone (a): 1C% of least ncnzcntai dimension or .4 h, wnic. �eve54 but nct Tess than 4% of least horizontal dimension cr 3 (h = mean root hg. • • MIAMI PRODUCT CONTROL NOTICE OF ACCEPTANCE Acceptance No.:99- 0804.01 Expires:01 /04/2003 Approved: 01 /21/2000 1 of3 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Florida Storm Panels, Inc. CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 14475 NAV. 26th Avenue • Opa Locka FL 33054 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 20 GA. Galvanized Steel Storer Panel Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure thi product or material at anytime from a jobsite or manufacturer's plant for quality control testing. 1f this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Chief Product Control Divisior THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code_ and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. 04.r. •rancisco Quintana, R.A. Director - Miami -Dade County Building Code Compliance 0 Internet mail address: postmas ter ©huildingcodeonline.com (VD Homepage: http : / /www.buildingcodeonline.com Florida Storm Panels, Inc. ACCEPTANCE No.: 99- 0804.01 APPROVED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS all times. JAN 2 1 2000 EXPIRES : January 4, 2003 • 1. SCOPE This revises and renews the Notice of Acceptance No. 99- 0105.03, which was issued on February 1999. It approves a 20 gauge galvanized steel storm panels shutter, as described in Section 2 of thi. Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition fo 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. PRODUCT DESCRIPTION This 20 gauge galvanized steel storm panels shutter and its components shall be constructed in stric compliance with the following documents: Drawing No. 99 -097, titled "20 Ga. Galvanized Stee Storm Panel ", prepared by Knezevich & Associates, Inc., dated July 19, 1999,.last revision #2 date(' December 23, 1999, sheets 1 through 4 of 4, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number anc approval date by the Miami -Dade County Product Control Division. These documents shal. 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 INSTALLATION This 20 gauge galvanized steel storm panels shutter and its components shall be .installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice 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. r1 • /6{4-1 Helmy A. akar, P. E. - Product Control Examine Product Control Division 2 of 3 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and ti original submitted documents, including test - supporting data, engineering documents, are no older than eig (8) years. • 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and tl following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in tl 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 produ 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 tl . correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initiall submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automaticall be cause for termination of this Acceptance, unless prior written approval has been requested (through tl: filing of a revision application with appropriate fee) and granted by this office. 5. 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 othc purposes. 6. The. Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by th expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance i displayed, then it shall be done in its entirety. _ 7. _A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall b provided to the user by the manufacturer or its distributors and shall be available for inspection at the job sit at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal c Acceptance. 9. This Notice of Acceptance consists of pages I , 2 and this last page 3. END OF THIS ACCEPTANCE 3 of 3 JAN 2 1 2000 January 4, 2003 Fielmy A. akar, P.E. - Product Control Examine Product Control Division I F W o W W O Z 2 I Q a 0. 0 x O4 4 I: = N a W D W W ' N IIF" TRACK SCALE . HALF SIZE 5 00" 1 5.0" OVERLAP FASTENERS OR REINFORCING TUBE REQUIRE TOP MOUNTS SHALL BE "n" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (al 4 -1 /4" 0 C. OR DIRECT MOUNTS WITH ANCHORS 6 -1 /L" 0 C 1 PRODUCT LOCATION i X 4 L I 0 1 /l MAX 0 E xis TING CONCRETE. HOLLOW BLOCK OR w000 FRAMING AR KING VERAGE PLAN VIEW RUSE 1 • 1 • 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 8 L TYPI L ELEVATION5O5 L 16 ITYP EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING s oo•• 3 500" TOP MOUNT 00G O PRODUCT MARKING (OPTIONAL LOCATION) SCALE . HALF SIZE BOTTOM MOUNT 00 DIRECT MOUNT 16 GAGE GALV STEEL GRADE 50 �t 00" 1 1' OPTIONAL LEG DIRECTION STANDARD CHANNEL 1 • 1 TUBE. MAY BE USED WHERE REDUCED SEPARATION FROM GLASS 15 REOUIRED SEE SEPARATION FROM GLASS SCHEDULE. SHEET 1., ANO PLAN viEw L NOTE 8 SHEET 1 OVERLAP FASTENERS ISEE PLAN VIEW L NOTE 81 5' I o I2 1J W N J J tal Z Z 4 S 0. Lx aQ O L VI N 0 0 N 16 11 16 GAGE GALV STEEL GRADE SO ° OL LEG r..J I O L a= — �� OPTINA DIRECTION 75'1 175•{ SOFFIT CHANNEL it (PERP. TO PANEL SECT ON F r 6 -1 /L" ITYP1 OVERLAP FASTENERS I TYP. ISEE NOTE I. 81 - -/ Q 16 GAGE GALV STEEL NGLE CLOSURE PIECE 1 • 2 MIN TO 2 • 5 MAX. FASTENER os 12 0C FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF ANO 8 0 C FOR DESIGN LOADS GREATER THAN 100 PSF (SCE ANCHOR SCHEOULE FOR ANY'ACCEPT ABLE ANCMORI 5 00" SCALE HALF SIZE 1 00" 5 00" MAX WI DTH U NL IM I TE D 0 SPAN) II O 2 h" HEADER SCALE 3 • 1' -0" tL GAGE 1 GALV. STEEL CLOSURE SCALE 3" • 1' -0" 1 /L" MAX I I 1 � \\ 1 /L" MAX EXIST NG CONCRETE. HOLLOW ..BLOCK OR W000 FRAMING 0 '0 0 TOP MOUNT OD OR DIRECT MOUNT OVERLAP FASTENERS (SEE PLAN VIEW L NOTE 81 BOTTOM MOUNT OO OR DIRECT MOUNT TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE REQUIREO TOP 8. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED • ANGLES WITH STUDS (cl 6 -1 /L" 0 C OR DIRECT MOUNTS WITH ANCHORS (O 6 -1 /1- 0 C. 1 /L -20 • 3 -1/2 BOLT WITH WASHERED WINGNUTS ( 12 -1/2" OC.(TYPI O IIh11 HEADER SCAIE 3" • 1' -0" 11132 "0 .538" GALV. STEEL GRADE SO OR ALUM. t . MIN 085" 13 KEYHOLE WASHER SCALE : HALF SIZE o� Z V W 1" • 1" TUBE. MAY BE N J USED WHERE REDUCED J w SEPARATION FROM GLASS Z Z IS REOUIREO SEE as SEPARATION FROM GLASS 0. SCHEDULE. SHEET 1., AND E x PLAN VIEW L NOTE 8 ••• 4 SHEET 1 N a 0 W N O 1 USE I" . 1 • 16 GA STEEL 'TUBE WHERE APPLICABLE SEE NOTE 8 L TYPICAL ELEVATIONS IS L t6 . l • ITYP); • •PLAN VIEW i 1 SCALE 1.1/2" • 14 1 00 16 GA. STEEL TUBE SCALE : 3" • 1' -0" WIDTH UNLIMITED (PERP. TO PANEL SPAN) V SECTION �i O 1 -3 /L 'OVERLAP MIN 12 11. GAGE GALV. STEEL ANGLE CLOSURE PIECE 1 0 12- /21 L BOTTOM MOUNT 00 OR DIRECT (TYPI MOUNT TYPICAL ELEVATION (SYSTEM 3) NO OVERLAP FASTENERS OR REINFORCING TUBE REOUIREO TOP L BOTTOM MOUNTS SHALL BE "F TRACK OR STUDDED ANGLES WITH STUDS (bl 12 -1/2" 0 C. OR DIRECT MOUNTS WITH ANCHORS (al 12 - 1/2" 0 C .125" 6063 -T6 ALUMINUM 1 S" MAX 5a ANGLE O S CALE 3" • 1' -0" FLORIDA STORM PANELS. INC. OPA LOCKA, FL DADE COUNTY PRODUCT CONTROL APPROVED 2" MIN FASTENER 12 OC FOR DESIGN LOADS LESS THAN OR EOUA*. TO 100 PSF ANO 8 - 0 C FOR DESIGN LOADS GREATER THAN 100 PSF ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING 1 1.50" 1 .093" TYP. ANGLE SCALE 3" • v-0 x TYP 16 GAGE 1/1." S 5 •STUD GALV STEEL o F 6 -1/1Z0 C OR 1I • — • NU 12 -1/2" 0 C ISEE GENERAL NOTES: 1 THIS SHUTTER SYSTEM IS OESIGNEO IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING COOS 1994 EDITION FOR MIAMI -OADE COUNTY 2 POSITIVE AN0 NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC .1065 IN ACCORDANCE WITH ASCE 1 -98 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS 3. STORM PANELS SHALL BE 20 GAUGE STEEL It • .035 - 1 CONFORMING TO ASTM A653, STRUCTURAL QUALITY. GRADE LO. G 60 GALVANIZED COATING, WITH A MINIMUM Fy • 1.6 7 1(51. ALUMINUM ALLOY EXTRUSIONS SHALL BE 6063 -16, U 0 N. L. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI 6 MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING 7. TOP L BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 8 PANELS UTILIZING A 5TEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIOSPAN TO A 1 • r • 16 GAGE STEEL TUBE USING 1/4-20 • 3 -1/2" BOLTS W/ DIE CAST ALUMINUM WASHEREO WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION 15 L 16 ). PANELS NOT UTILIZING STEEL TUBE SMALL BE FASTENED AT MIOSPAN W/ 1 /4-20 • 1" BOLTS WITH IE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS ISEE TYPICAL ELEVATION 195 L 16 ) FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS L TUBE ARE NOT REQUI R E0 NO STEEL TUBE AND OR FASTENERS ARE REOUIRED FOR TYPICAL ELEVATION 17 9 THE DETAILS ANO SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201,202, AND 203 DESIGN BASED ON CONSTRUCTION TESTING CORPORATION ICTC) TEST REPORTS No 95 -032 ANO No 96 -009 10 A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ANO /OR BARS ARE PROPERLY INSTALLED. WHEN REQUIRED" APPROVED AS COMPLYING WITH :THE SOUTH FLORIDA BUILDING CODE DAT a /__.. ' 2 / 200 � PAW BY PRODUCT I " 0L DIVISION BUILDING CODE MPLIAN E OFFICE ACCEPTANCE NO. 4141174 O/ Zz C/) . W c L) Q 0 O U b: O Cn N (/3 o: < W W 2 • to W U LU J N y LU 2 U • l0 2 tf) V (0 co CEO r09O cD Nom. Q J 3�0 U z in(39) 0 a a03 LL T Uri1 pJ W W NZ Z Q >2 <0 H , A ( Q J 0 }— N(I) 4) cI�"I V.J. KNEZ 3/1 H 1 :PROFESSIO E. INEER' ;FL. L. LI -n a No PE 0 0983 7/19/99 (or•vn by • MC ;O•s.gn by )rcn•(4t0 by t VP( I l VIA . Crtw.ng no.' . •c• AS NOTED 1999 99 -097 _ • sheet 1 of J. • SEE MIN SEPARATIO FROM GLASS SCHEOULE (TABLE 21 GLASS OR DOOR SEE MIN SEPARATION FROM GLASS SCHEDULE (TABLE 21 GLASS OR DOOR 0 nl /na no 12:55 WOOD STUDS (pi 24 0 C MAX SCALE . 3•' • EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE2' 02 OR 03 l/2 0 AI • • ANGLE XISTING CONCRETE W000 FRAMING WALL DETAIL PAN WALL MOUNT SECTION SCALE 3 = 1 -0" ANGLE D OT CONT E FASTENER, SEE ANCHOR SCHEOULE. REFERENCE CONNECTION •TYPE 1• 7 0 i N • x w J J 2 Q 0. X a L CONT "1L 5 M 5 (O 10- 0 C 2- 1/4 1 /2"S5 LAG SCREW (O 2L - O C MAX W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 1 • L. • 1?S OR 7 . t ■ 125 AL TuDE OR 2 • 6" P T W000 W/ 1 /4."o LAG SCREWS 65 12- 0 C W/ 1 -1/2 EMBEOMENT FOR CONNECTION WITH STUD ANGLE - THIS OE TAIL MAY BE USED AT TOP OR BOT TOM OF PANELS NOTE: USE OF THIS DETAIL IS LIMITED TO s 72 PSF. WALL MOUNT SECTION (BOTTOM) 1 /L -20 MACHINE BOLT & WINGNUT Q @ 6 - vL" 0 C. OR 12 -l/2 0 C USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 AIL 1 /L" MAX 1/L -20 nACMINE BOLT b WINGNUT 09 (A 6 -1 /4. 0 C OR 12 -1/2 0 C uSE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) SEE MIN L SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR ©CONT EXISTING W000. CONC OR HOLLOW BLOCK STRUCTURE --- (TYP.) 0 E L GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) EQUAL EDGE DIST QUAL I SCALE . 3•' • 1' -0" FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' EXISTING CONCRETE HOLLOW BLOCK OR w000 FRAMING Z Z J 2 Q 0. x 4 1/4 -20 MACHINE BOLT E L wINGNUT 90 p 6 - /4" 0 C. OR 12 -1/2" C.C. USE STORM PANEL LENGTH CORRESPONDING TO STUOS SPACING (SEE TABLE 11 FASTENER, SEE ANCHOR SCHEDULL.REFERENCE CONNECTION ' TYPE 3• B O CEILING /INSIDE MOUNT SECTION SCALE : 3•' • 1' -0" O WALL MOUNT SECTION E (DIRECT MOUNT) 1 /L MAX EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING REMOVABLE FASTENER (D 6 -1 /4" O.C. MAX. FOR SYSTEMS 1 OR 2 AND @ 12 -1/2 O.C. MAX FOR SYSTEM 3. BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE 1 •. USE 1/4 -20 STAINLESS STEEL TRUSS MEAD BOLTS WITH KEYHOLE WASHER © ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER 11t ELCO MALE WITH WASHERED WINGNUT p 6 -1/4 0 C MAX. FOR SYSTEMS 1 OR 2 AND (m I7 -1/7 0C MAX FOR SYSTEM E BUT DO NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE(• . EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEOULE. REFERENCE CONNECTION • TYPE 1• GLASS OR 000R FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE OR 1 • t • .125 - AL. TUBE (OPTIONAL( -- GLASS OR DOOR • SEE MIN SEPARATION FROM GLASS SCHEDULE (TABLE 21 EMBED TYP OPTIONAL LEG DIRECTION 0 ® SOFFIT MOUNT DETAIL SCALE . 3" • 1' -0•' NOTE : USE OF THIS DETAIL IS LIMITED TO .72 PSF. 1/4-20 MACHINE BOLT L WINGNUT @ 12 0.C. TYP TOP L BOTTOM 02 OR 30 1 1/2- 1 /L•' FOR COMPOh 2 AND 3/4 F. R OMPONENTQ 1/4" MAX ENT 1/4-20 MACHINE BOLT b WINGNUT 0 @ 6 -1/4 O.C. OR 12 -1/2" 0 C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) NOTE :USE OF THIS DETAIL IS LIMITED TO ±72 PSF © BUILD —OUT MOUNT SECTION SCALE 3" • 1' -0" THREE 1 /4 °m W000 SCREWS W/ 2 MIN EMBEDMENT OR THREE W000 BUSHINGS WI 1" MIN EMBEDMENT ITYP AT EACH JOIST. TRUSS OR RAFTER @ 2L O.C. MAX.) 2 • W000 JOIST. TRUSS OR RAFTER K12 SnS BETWEEN TRUSSES (® 10 0 C MAX r 1 /C MAX. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT - 2e d BY WPM PRODUCT CON Art. DIVISION BUILDING CODE COMPLIANCE OFFI ACCEPTANCE NO gq-O�D Zz N Cn w - <2 U cc 0. CO h C/) 0: Q w U = w U 0 z w N u w z O Z 3 U ti 2 c) 01 2 w 5 A O w • µ - • ; § O us 7 N = A o � J • t w 0 N 01 i•c•l- AS NOTE° (0.•.qn by l V P( 0 0 0 0 t V.J KNEZEV C VEER, IPROFE N FL Llce s No PE 0.1.983 • 1999 1 7/19/99' rarAVn by ` Mc; rcI.ck.d b� I • V Y0 I 0r •...n0 ne. • 99 -097 %fleet 2 of 1- STORM PANEL SCHEDULE SYSTEM 1 SYSTEM 2 , SYSTEM 3 OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h•• OR "U" HEADERS. BOTTOM OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE ••F" TRACK NEGATIVE DESIGN LOA LOAD (W) (P. MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH OR STUDDED D D ANGLES O.C. WITH DIRECT MOUNTS WITH RECT l NTS WITH ANCHOR O.0 STUDDED ANGLES WITH STUDS c 6 -1/4" 0.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4• O.C. OR STUDDED ANGLES WITH STUDS @ 12 -1/2" O.C. OR DIRECT MOUNTS WITH 'ANCHORS p 12 -1/2" O.C. • 1 MAX. PANEL LENGTH (FT. — IN.) • MAX. PANEL LENGTH (FT. — IN.) MAX. ` '• PANEL LENGTH (FT. — IN.) 30.0 11 -0 11 -0 — 8 —8 40.0 11 -0 11 -0 8 —8 50.0 10 -6 _ 10 -6 8 —8 60.0 10 -1 10 -1 8 -8' 70.0 —8 8 8 8— 7 9— 5 1 8— 1 7 — 8 7 — 2 100.0 6 -10 8 -9 6 -6 110.0 6— 3 8— 6 5— 10 120.0 5 -9 • 7 -11 5 - 130.0 5 -3 7 -8 5 -0 • 140.0 • 4 -1% 7 -4 4 -7 150.0 4 -7 7 -1 4 - 160.0 4 - 6 -11 4 -0 170.0 4 -0 6 -8 3 —9 180.0 • 3 -10 6 -6 3 —7 190.0 3 - 7 6 -3 3 -5 200.0 3.— 5 5 — 11 . 3 — 3 210.0 3— 3 5— 8 3— 1 220.0 3 -2 5 -5 2 -11 230.0 3 -0 . 5 -2 2 -9 .aIIIIrV r- . -.... • EXISTING CONCRETE HOLLOW BLOCK OR W000 PRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING GLASS OR DOOR SEE MIN. SEPARATION ALT. BUILD -OUT MOUNT SECTION SCALE : 3 a 1• -0 ALUM OR GALV STEEL SPACERS AS REO'O FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE 1• 0 W 0 WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF - F - TRACK EXISTING w000. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1 • f« — ALT. LEG DIRECTION (TYP) 1/1.-20 MACHINE BOLT L NUT To 12 O.C. Sa CONT. (TYP. TOP t BOTTOM) DUAL 1/L MAX. 0 O r 1:11111K '� � i i i i 77 111t11� A1 1• _ SEE MIN. i EPARATION FROM GLASS SCHEDULE (TABLE 2) TOP 1 BOTTOM EXISTING CONCRETE HOLLOW BLOCK OR w000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1 1/L -20 MACHINE BOLT 1 WINGNUTO9 (t 6 -1 /t. 0.C. OR 12 -1/2 O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE WOOD FRAMIN CONNECTION •TYPE 1 • SEE MIN. SEPARATION FROM 1/L - 20 MACHINE GLASS SCHEDULE BOLT & wiNGNUT 09 (TABLE 2 p 6 -1 /L 0.C. OR _ 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING ( 2 ) (SEE TABLE 1) TYP, ALUM OR GALT. STEEL SPACERS AS REO'0 0 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE C ONNEC T KIN • TYPE 1 • n ALT. "F" TRACK CONNECTION SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 O "F" TRACK CONNECTION TO H EXISTING STRUCTURE DETAIL FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE 1 • u 0 W SCALE : 3 II 1• -0" SCALE : 3 V -0" 1/5 MACHINE BOLT t WINGNUT p 6 -1 /1. O.C. OR 12 -1/2 0.4 USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING ISEE TABLE 11 1/5-20 MACHINE BOLT t WINGNUT 9061 6 -1 /L 0.C. OR 12 - /2 - 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) IN S/B STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USEO"AS TYPICAL REINFORCEMENT OVER LEG OF - F - TRACK 0 "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL ANGLE MAY VARY T A B L E INTERIOR FASTENING ANGLE ASSEMBLY SCALE : 1 -1/2" a 1 - 0 1 /L -20 S.S. BOLTS t WINGNUTS® p MIDPOINT OF PANEL SPAN OR • S1 0 C. MAX. (TYPI 2 ■ r t .12S' MIN CONT 3105 -H15 OR 606) -T6 ALUM>HUM ALLOY OR . '0 GAGE GALV. STEEL ANGLE OPTIONAL HANDLE LOCATIOI' 3/13 HOLE FOR FASTENING PANEL 0 : 3 a 1 /L a 1' -'1-1/2 - ALUMNUM ANGLE O7 O 1 -1/2" a t -1/2 AL. STUD ANGLE M 0 1 -1/2 PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THiS 1/5-20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE. (MAY BE T OR 2 PANELS WIOE) B a 3 a 1/5 a 1• - 1-1/2 - ALUMNUM ANGLE 1 /5-20 STUD W/ NUT 1/5 POWERS CALK -IN W/ 7/13 MIN. EMBED. iN CONC. (m 3 O.C. OR 1/5 POWERS STEEL DROP -IN W/ 1 MIN. EMBED. IN CONCRETE • (!D 3 0.C. INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. NOTE : USE OF THIS DETAIL IS UMETED TO =72 PSF AND A MAX.. PANEL LENGTH OF 11• -O APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA ? - 2/. Pe40 BY 9111~11r, PRODUCT CO ' DIVIS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO ,,—.0E-a-1-0/ Drawn by MC rtlftogn by ](Cn.CI1 V Kyj ANCHOR SCHEDULE FASTENER MAXMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP T 1V -0" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1 2 3 1 2 3 1 2 3 000M 48 11 11 11 11 11 7 11 8 5 62 11 11 8 11 7 5 11 5 4 Ilma 111 n---. 1 /1.-m w000 LAG w/ 1 -3 /4 MIN. THREAD PENETRATION SHEAR PARALLEL TO W000 GRAIN 72 11 11 7. 11 6 4 11 4 3 92 11 8 6 11 '4 3 11 3 23 „ I /�� 11 r / , 11 S/16 - 0 W000 1 /4-20 SIDEWALK (3/1. MIN. MIN. 48 6.25 • 6.25 6.25 6.25 111 11 ,WM 62 6.25 • 6.25 6.25 6.25 0.0. BRASS BUSHING W/ BOLT E OI w/ MBEDMENT MBE 72 6.25 6.25 6.25r / 6 92 6.25 4 6 230 t ii t /iii I i / :■1111111111111111111111111111 W- 1/4 - 0 POWERS CALK -IN w/ 7/8 EMBEDMENT L 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/t - 0 POWERS ZAMAC NAIL -IN W/ 1 -1/8 MIN. EMBEDMENT x111 IIIIIUIUIIIIIIIIIIlllu111 1 /I. ITW TAPCON W/ MIN EMBEDMENT * 1 / 4 - 0 ELCO MALE/ FEMALE - PANELMATE" w/ 1 -1/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 92 230 48 62 72 92 230 48 62 72 92 230 4B 62 72 92 230 48 62 72 92 230 48 62 72 4 62 62 72 III I I vs 12.5 i 10 9 1 9 �o 0 R.S 10 12.5 10 7 1 1. ,o 10 8 7 12.5 10 8 6.15 1 10 8 6.25 S 12 2.5 Z 1 1 0 10 e 8 as 12.5 �o 10 e 8 e 10 0: 1 /-m ELCO Z FEMALE - PANELMATEW/ O 1 -1/4 MIN. EMBEDMENT O WITH 1/-20 SCREW OR WINGNUT a O O O vi /40 1TW TAPCON W 1 -1/2" MIN. EMBEOM 1/40 POWERS CALK -IN w/ 7/8 EMBEDMENT i 1/t -20 STAINLESS STEEL MACHINE SCREW 1 2 3 1 2 3 1 2. 3 1 2 3 1 2 3 1 2 3 48 12.512.512.512.5 9 8 12.5 5 6.2512.512.512.512.5 11 12.512.5 7 11 62 12.512.5 10 12.5 5 6.2512.5 3 5 12.5 12.512.512.5 7 10 12.5 4 8 72 12.5 10 9 12.5 4 5 12 3 4 12.512.512.512.5 5. 9 12.5 3 7 12.5 7 11 12.5 3 7 12 10 4 10 4 10 12.5 12.5 12.5 12.5 6.25 8 12.5 6.25 12.5 10 10 12 3. 6.25 9 12.5 7 8 10 3 5 8 grA oa ii IiiIIIii 4 6.25 5 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE 1 /L - . POWERS ZAMAC NAIL -1N W/ 1 -1/8" MIN. EMBEDMENT LOAD (W) PSF MAX. (SEE NOTE 1) 230 MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE PANS UP TO (SEE NOTE 1) ONNECTION TYPE PANS UP TO 8' -7" (SEE NOTE 1) ONNECTION TYPE SPANS UP TO 11' -0" (SEE NOTE 1) ONNECTION TYPE PANS UP TO SPANS UP T 5' -6" 8' -7" (SEE NOTE 1) (SEE NOTE 1) ONNECTION ONNECTION TYPE TYPE SPANS UP T 11' -0" (SEE NOTE 1) ONNECTION TYPE j N / A DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ANCHOR NOTES - 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1 • SHEET 3. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE_BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO: 6. WHERE EXISTING STRUCTURE; IS WOOD FRAMING.' WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWPIECESO. OD IS ACCEPTABLE ONLY FOR SIDE CLOSURE 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. w000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U:O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. _ T A B L E 2 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD (WI (P.S.F.) 40.0 50.0 70.0 MAX. PANEL LENGTH (FT. - IN.) 5 - 7 8 -5 8 -8 11 - 0 5 -7 8 -5 8 -8 10 - 6 5 -7 8 -8 10 - 1 5 -7 8 -5 8 -8 9 -9 MIN. SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (IN.) SYSTEM 3 NO MIDSPAN BOLTS OR TUBE REQUIRED SYSTEMS 1 8 2 MIDSPAN . TUBE MIDSPAN BOLTS 2 -1/4 2 -1/4 3 3 2 -1/4 2 -1/4 3 3 2 -1/4 2 -1/4 3 3 2 -1/4 2 -1/4 3 3 2 -3/8 2 -3/8 .3 3 2 -3/8 2 -3/8 3 3 3 2 -3/8 2 -3/8 3 3 3 -1/2 3 -1/2 3 -1/2 N / A 3 -1/2 3 -1/2 3 -1/2 N / A 3 -1/2 3 -1/2 3 -1/2 N / A 3 -1/2 3 -1/2 3 -1/2 N / A MIN. SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) ALL CONDITIONS 1 -1/8 1 -5/8 1 -3/4 2 -7/8 1 -1/1. 1 -7/8 1 -7/8 3 1 -1/4 2 2 -1/8 3 1 -1/4 2 -1 /8 2 -1/4 3 APPROVED AS COMPLYING WITH TAF SOUTH FLORIDA BUILDING CODS U / /v DAT BY PRODUCT CON DIVISION rD _NZ Zd >2 <0 ,N QJ O Nu) C 0 1 C � co L a0 o z Q O (A NLL.•Z QJ ow z08 E Z 0 99 O J T a.0 LL -o 0 a 0 e • • 0 4 0 s G 0 i 0 9 V.J. KNEZEVICH PROFESSIONAL E 1 E FL Lscen No: da PE 0. O 83 (•C.1. 1 As N0IC01 [ d"""" vm 1999 7/19/99 (dra Dr l MC (Cn.ch..d o rj ` vl4J or .r•np no. HOLLOW CONCRETE BLOCK