Loading...
934 NE 91 Terr (7)t 1 A Building Official Dear Mr. Building Official We are Dade County Notice of Acceptance holder for the HPMA/ Performance System 1" Aluminum Accordion Shutter under Product Approval number 02- 1105.02 This letter authorize _!. S Y 0 rS .To use our HPMA/ Performance System 1 Aluminum Accordion Shutter under number 02-1105 02, to use�i� di� ll llov�'ng� Ni - I Sincer Sergio President. Calleja's Accordion Shutters,Inc. 295 West 27th Street Hialeah, F133010 Tel: (305) 884 -3939 Fax:(305) 884 -3738 ACCORDION SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM. 1. This form must accompany the application for building permit and shall become part of. e w i • •cements. s i 2. The authorized signs, the company hol raised corporate seal of otice of Acceptance. .1( Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C ' For the' 146 - mph Wind Zone mph Wind Zcne c 73 Height (M 'mum) Effective Wind Area (cr, Tributary Area) in Square Feet 10 20 30 1 40 1 50 60 0.95 0.92 1 0.89 1 0.88 0.86 15 54.7 52.3 50.8 1 45.8 1 49.0 48.4 z 58.0 55.3 53.8 ► 52.7 1 51.9 51.2 25 60.5 57.8 56.2 I 55.1 � 54.2 53.5 30 63.1 60.3 58.6 I 57.4 1 56.5 55.8 40 67.0 64.0 62.2 ► 60.9 1 60.0 59.2 50 I 70.2 67.0 65.2 1 63.9 1 62.8 620 60 1 728 I 69.5 67.6 1 66.2 I 65.2 64.3 Interior Zcne (4 - Walls) Negative Pressures Exposure C Fcr the •146 mph Wind Zcne c 73 -cc. - c�.� Height (Maximum) ,.. -..,._ . '_ Effective Wir.d A.rea (cr, i ributary Area) in Square Feet ! 10 • I 20 • I .30 ! 4 0 ..l 50 I 6C j -1.10 1 ' 1 -1.05 I -56.5 i -1.02 1 -0.99 1 -0.98 I -0.96 I - 55.5 i - 54.4 1 - 53.6 1 - 53.0 I -78.8 �... I -629 i -60.3 I -58.7 i -57.6 I -56.8 ; -56.1 -0a.7 25 -6.2.6. - 65 . 7 j -62 -61.3 I -60.2 1 -74.1 -59.3 1 5 I 30 1 -68.5 I -65.6 I -62.9 s -62.8 i -61.9 I -61.1 I 40 1 -72.5 1 -69.6 I -67.9 ! -66.6 i -85.6 I -64.8 60 j -76.1 1 -73.0 i -71.1 1 -69.8 -68 1 -68.0 1 60 I -73.9 I -75.7 I -73.7 1 -72.4 ! -71.3 1 -70.5 15 �- c 73 -cc. - c�.� -..,._ . '_ .:.;: - . f -72.4 I -69.3 I -67.2 I -65.5 I -64.1 25 I -81.0 1 -75.6 1 -72.4 I -70.1 I -68.4 1 -66.9 30 I -84.5 I -78.8 I -75.5 I -73.1 1 -71.3 I -69.3 40 i -0a.7 -6.2.6. ?^.1 -77 . 6 I -75.7 1 -74.1 , 50 j -94.0 1 -87.7 I -84.0 1 -81.3 3 -79.3 1 x 77.6 60 i -97.4 I -50.9 i -37.0 i -24.3 i -62.2 .1 �`} 1 40. -3 t'.- Exposure C RAMMS ENGINEERING, INC. 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 Robert S. Monsour, P.E. Fl # 11955 / 00060124.. DESIGN WIND LOADS (LBS /SQFT) E eitr [Z 'J'1 a :1 , ;N ga_ : e -. _-=-• _= Fcr the 146 mph Wind Zone Efec :•va %V' A roa (- . T':...3' - ' Area) i Square -est Height I 10 1 20 (Maximum) 1 -1.40 1 -1.29 Length cf End Zcne (a): 1C% cf least hcrizcntal dimension or .4 h, whichever is srnalle but nct less than 4% cf'least hcrizcntal dimension cr 3 ft_ (h = mear r-rf npir!^t in feed. C k•. Jam, ti S'rdA_si)cee 635 / 7 Adie?o 30 1 40 - 1.23 I - 1.19 Kd = 1.00 FLORIDA BUILDING CODE 2001 ASCE 7 -98 WIND CODE FOR 14 MPH ZONE 50 -1.15 6• -1.13 Date Type Insp'n Permit No. Name Approve Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT � 305-795-2204 g Inspection Request /6P OS- 39q 1�- f\f& r ,) Address Company Phone # Inspection Date 7L/ Re- Insp'n Fee ❑ 1- IU4. il� r =( ... BUILDING Permit No. hP65-51•1 PERMIT APPLICATION • Eft. '1 Ly� aster Permit No. FBC 2001 City Miami Shores Village Is Building Historically Designated YES Contractor's Company Namee 1 1- ep sh Contractor's Address Vki City If n I/ State 1' 10 111 Qualifier v o $ Value of Work For this Permit (Continued on opposite side) Nliami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Name (Fee Simple Titleholder) J hone # ( - 1 1S J ~ 0 D u ee Owner's Address � 4 1 V E I Fre V c !' cit 1On 1 .� 1LYR 3 State P O Y l d 0 Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) q 3 4- NE E 9 ` i vv • 2 Zip 3 3 I . County _ Miami -Dade NO Phone# - U 84-- 3q ?;c 11 Zip 3 3 J V I LJ Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work:4 Type of Work: Addition DAlteration ❑New C Repair/Replace ❑Demolition Describe Work: V � C O lI' ®n J� vs , A 60 * * * * * * * *• * * * * * * *• * * * * * * * * *:e• Fees *• * * * * * * * * * * * * * * * * * * * * * * * * *,t ** • Submittal Fee $ ��►+'"' Permit Fee $ � CCF $ c C frO CO /CC Notary $ Training/Education Fee $ / DV Technology Fee $ Scanning $ /� Radon $ --- Zoning — Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 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 �q('such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent Contractor The foregoing instrument was acknowledged before me this 1 I The foregoing instrument was acknowledged before me this if day of C\ 1120 y T U h � t f Q V ft day oMae h , 20M, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTAR PUBLIC: f Notary polo State of Florida Print: a Sign: .1 A A11 L ,. ,4I , Yamile Alvarez 0396603 1 �� �i Ex My . Commission D fires 02/1 A y,: My Commission Expires:7 I J r) 0 �2 (Certificate of Competency Holder) State Certificate or Registration No. LA rJS t 0? 8 4— Certificate of Competency No. ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 Signature TARY PUB Sign: Print: My Commission Expires: ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NAR 2 s 2C5 Plans Examiner Engineer Zoning Openings Width 3 9 -7 /9 SR 3R 1.6 34 3�- 3"3 CS (o Z 52 S s2 4 o 40 7S 52 60 S2 Go 5Z. Zo 84 +co 8 leo €3 No ti 33 C) Sb 'c) J 93c N.E. c I Tom ��,, �h orC S - r1 . 33138 MIAtgliDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Calleja's Accordion Shutters, Inc. 295 West 27 Street Hialeah, Florida 33010 This product is approve Zone of the Florida DESCRIPTION: Ex A escribed herein, and has been designed to comp ilding Code. HPMA / Performance System 1 " Aluminum Accordion Shutte MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. the High Velocity Hurricane APPROVAL DO '.I NT: Drawing No. 02-487, titled " Performance System 1 Accordion Shutter ", sheets 1 through 6 of 6, prepare • . -co Inc. dated 0 r21, — 2 112 last revision #1 dated October 21, 2002 bearing the Miami -Dade County Product Control Revision stamp with the N e of Acceptance number and expiration 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. TERNIINATION 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 revises NOA # 01 0328.03 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 02- 1105.02 iration Date: 04/23/2006 royal Date: 12/04/2002 0.5 -.123' -.250 0 FLOOR SILL scsa :.VII' 5.074' 300' MALE/FEMALE BLADE SCALD 3/18' - 1 - Max. AS APPLAG4BLE---+ (°ALUMINUM ANGLE SCALD ;IV - 1 7.000 Ma, AS APPUCA LE Q ALUMINUM ANGLE SCALD 3/6' - I' 0 WALL HEADER (Ai INVERTED) SOLE : J/b' I' ® THRESHOLD TRICK SONE : A/b' / • © CEILING HEADER SCALE :.Vb' - I' MALE/MALE BLADE QJ BRASS NICKEL PLATED PUSH BUTTON LOCK 1 • -• -1. •- ADJUSTABLE SILL ADAPTOR sour :.' . 1 Cry" • 5 /16' 0x 1 ' S.S.M.S. /PLASTIC KNOB LOCK ® 90' STARTER sty .4• t. 16' -16 /SAES •o 2.075' .360' 6 L.N. #1011/: • S. S IM4fBS:rra• LOCKI1IG PIN (OPTIONAL) SCALE ,i..,._, COMPONENTS © FLOOR SI SALE :.Vb' I • (OPTIONAL 180' RULE STARTER • .SCALD -yr - t • 3151' 0 MALE C£NTERUATE B DE SLSHL• .1/b• �) LUT TES77NG & ENGINEERING COMPANY - .�t JafA SL, SY. 2I7, MVP & uaXWS FL Shea (.105)171-1.1.10 _ are . Far : (30SW I -ISJI OCT .� 2UCIL WALTER 11LL/T P. E FLORIN Lie. / 44167 22112MLBSECES 1. ACCORDION SHUTTER SHOWN ON THIS PFAOOCCT APPrrOAN OOCCALET,T 7445 SITED, DESIGNED N AOOVROAAKE WITH IHLE 2001 EDITION OF THE FLORIN BUILDING COOS DESCH WIND LOWS SH4I1 BE 0E7ERMNED AS PER SECTION 7619 OF THE ABOVE 11ENTIOAED CODE FOR A IMSC tCWAQ SPEED OF 146 m.p.h.. AND IN ACCORDANCE W/ ASCE 7 -96 STAOARD. ACCORDION STRUTTERS ADEQUACY FOR IMPACT MO FATIGUE RESISTANCE HAS BEEN WAVED N ALYORO CE WITH SECTION 16061.4 OF 7HE ABOVE MENTIONED CODE AS ?ER PA -201. PA -202. ANO FA-201 2. STANLLSS STEEL SLEET METAL SCREWS US) AT LOUVER PW SHALL E / 14 s J' 4 10-11 MINIMUM SEWS w/ 135.0 •f IVEaD PONT & 160 mtI TENSILE STRENGTH SCREWS STALL BE C04 TED «Ini XYL.W 3000 SERIES FLU ROP'OLYAER CO4TLMGS AS MANLEACTURED BY WHI FORD Co. BOY 307. WEST CHESTER P. IA3al1. .1 ALL AL MAMA, EXTRUSIONS SHILL BE 6061 -TQ 6005 -13 OR 6105 -T5 ALLOY NTH WARM 11 .D STRENGTH OF Fj-35.0 Ma. 4. ALL SCREWS 7O BE STAINLESS STEEL 304 OR 316 SETbES W/ 30 kid YIELD PANT AAO 90 kW TENSLE STRENGTH OR CORROSION RESISTANT COI TED CARBON STEEL AS PER LO4 30015 5. ALL ALLMMMum PCP RAE7S ro BE 3051 ALL/WNW ALLOT 77711 ALUMARN IAMIOPE . 6. BOLTS 70 BE 2024 -T4 ALUMINUM ALLOY GILUWQED OR STAINLESS 57EEL 1WTH 35 k 1 MIMEO/ MD PORE 7. ANCHORS ro MNLL S44LL BE As FOLLOWS Amiss 0T7-(RMLSt NOTED) (A) TO COSTING POUTED CONCRETE* - I /4' • TAPLQV, AS MANUFACTURED BY L r. w. BL.RDEX OR ELM 7DrrROFC ANO 1/411 MAX- SET TAPLOr( AS MANLWACrugED BY I.T.W. BtALL1 X - 1 /4' • CRETE FLEX SS4 ANCHORS. AS U4HA74C7Li¢£D BY ELCO 7DT7Aq'4. - 1 /s • r 7/t!• GILL -N maims AS lemur-Ammo BY POWERS PASTIME' 4�C NOTES: A I) MA/ArRMtI EMBEDMENT OF TAPCOY7 ANCHORS ANO CRETE FLEX SS4 A CNORS INTO COAcarrE /S I .1/4' .4.2) 7/I!• CNA-04 ANCHORS SHALL BE OI /)RELY EMBEDDED PITO THE POURED CONC RTE NO 0.6EDYLD4T MO S7t W STALL BE PONAIT ED. 1/4 4-20 SCRE VS USED STi4U . BE 1 7/2' LONG IIININUAL SHOULD STUCCO our. AJ) W CASE MAT PRECAST STONE PREGIST 0:ACRETr PANELS. dl PAYERS BE ,Vt.hO ON THE E.17SIY42 MILL FLOUR nnicroRs STALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEN NO 5104 HW[LS ANCHORAGE SHALL ff AS POINTED ON AOIFS A 1 f Al ABOVE. TO EOSTP4C CONCRETE BLOCK MALL: - 1/4 • TAPCCW. AS M4NUFACRURED BY I.T.W. BULDEX OR aco TEXTRON. AND 1/411 MAX-SET rAPQCO4. AS MANUFACTURED BY I.T.W. BULOEK - 1/4 4 CRETE FLEX SS4 ANCHORS AS MAM,FAL71.RE0 BY ELOO TEXTRON - 1/4' • x 7/8' C4LK -W ANCHORS AS M'MNFACT1RCD BY POWERS FAS7U*P, . INC. MUTES EL I) £HARM EMBEDMENT OF TAPCON ANCHORS. AND CRETE FLUX 554 ANCHORS INTO THE CONCRETE BLOM LINT SHALL BE 1 1/4' av 7/8" NI - D SHAL PI ANCHORS BE PERirITBE ENTIRELY EL8EDOED PITO INC CONCRETE BLOCK UVT. NO EMBEDMENT 1/4' 4-20 SCREWS USED SHALL BE 1 1/2 LONG AMMO 90000 STUCCO EXIST ANO 1 1NMARM F'L7P MALLS Wr7H No stucco B.3) N CASE THAT PRECAST STONE OR F 4Et4ST CONCRETE PMACLS BE FOLMD ON THE EXISTMt7 MALL. ANCHORS SHALL BE LONG ENOUGH TO REACH INC MAN STRUCTURE WNW SUCH RWE1S ANCHORAGE BE 1 7/4' ACAYMUL FOR ANCHORS 1EMTGNMED N 51.). Q 7/8 MR ANCHORS MENTIONED N a2 • (c) AMCHCAS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOM1EA61TIONS ANO ,SPECIFICATIONS OF THE 5 SHUTTERS COMPONENTS ARE PATENT FENCING. 9. 7T 9i4LL BE THE RESPONtS>BAURY OF INC COITRACTOR ro KIWY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO 151.E PROPER ANCHORAGE 17IS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BULARHGS 10. A PERMANENT SHINER AANLFACTU?ERS LABEL SHALL BE PLACED ON THE EXPQSE0 SURFACE OF THE MOLE CEIITE RMA TE BLADE 4CONPOFENT ). OVE LA8a 944(1 BIE' PLACED sCWT••RY OPERPG. LABEL 901.1. READ AS FOLLOWS: 7•ER OLANCE SYS7E 4 7 ACCOROCYV SHUTTER' C.KLE,AS 94UTTERS; NC H4LEAN FLORIDA MAMY -010f COUNTY PRODUCT CONTROL APPROVED. 7 1. (•) THIS PRODUCT APPROWL DOCUMENT (PAD.) PREPARED BY VAS EN EA LS GENERIC AND DOES NOT PROVIDE NFURLATTON FOR A 575E SPfCAFAC PROJECT; 1.. WHERE THE SITE CO44W70N5 DEVAT5 FROM THE PAD. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION PURCHASE AND INSTALLATION OF THIS AROOUCT 64SED ON THIS PRODUCT APPROWL PROVDEV NE/SHE Doa NOT 0EX4TE FROM 17VE CONO71QN5 DETAILED ON INNS DOCUMENT. (c) THIS PRCO(ACT APPROVAL OOCUMOIT 1171 BE CONSIDERED NNILJO /F MODIFIED. (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORLN REGISTERED ENGINEER OR ARCHITECT VETCH W11L BECOME THE PROFESSIONAL OF RECORD (P.0.R.) FUR THE PROJECT ANO WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF INC PAD. PROFESSIONAL OF REOWSt ACTING AS DELICATE!) EM.NIFR TO THE P.I.O. L7X P, SHALL SI/SMIT TO INC UTTER THE SITE SPECIFIC ORAWWCS FOR REY,EW. (. THUS PRO. STALL BEAR INC 04TE AND ORGNAL SEAL AND SIGNATURE OF THE ENGINEER 1144 r PREPARED R PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No0Z I lO'3. Expiration Date 04. Z3 2.006 By, Miami D Product Control Division IL ECO'INC. PERFOMANC( SYSTEM/ 1 ACCORDION SHUTTER w GILLEJA £NTT= 295 MIST 27th STREET HIALEAH. FL. 35010 0000/1/011 0110 1117. r ono/now AIr 1 OD 01 -070 0/71/01 2 AS SHOWN SCALE 10/21/02 014 Tr 02 -487 DRAWING He SHEET T OF B F.B.C.(H.V.H.Z.) /MG1M1 -DADS COUNTY POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED SEE SCHEDULE r•---FOR Min. SEPARATION To GLASS CONCRETE ANCHORS (SEE SCHEDULE) INSTALLATION SECTION A SCALE : J /8' - n II II II II II L MOUNTING n II II II II OPTIONAL H/NG TC1P/80TTOM) CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE) REONRED ( CON CONCRETE HORS POURED m1{ POURED CONCRETE REQUIRED � E D. 0 �..� S w / 7/16 ' �r7/e • ►U �� i LONG NYLON sorrow) In. O)i. rDP dt E#07L11) W W SEE sCHEDULE MR WA. SEPARATION TO GLASS CONCRETE ANCHORS (SEE SCHEDULE) n II II II II rar r • */.8' - 1— � t OPTIONAL 67 8w'i80TTow) 14 x J /4' S. S S.M. S O 12' 0. C. EDGE OF SUB APPuC.1ELE / 14 x 2' S S S M. S (Tin. MP & 90TTOM) or EDGE OF SLAB fF APPL CABLE I II II II 0 A 14 r J' S S S M: S w/ 7/16' • r 7 /e' LONC & DOTTUM (T}y TOP ApTIO OPTIONAL i. J SEE SCHEDULE FOR Mn. SEPARA RON 1O GLASS POURED COWCRE7E CONCRETE ANCHORS REWIRED (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION $ECTIQN 81 SCALE : J /6' - 1' EDGE OF SLAB 1F APPL C E / 14 r 2 S S S M. S (Typ. TOP & 8077014 O or EDGE OF SLAB IF APPLICABLE CONCRETE' ANCHORS POURED CONCRETE (.SEE SC31ED(xE)) REQUIRED CONCRETE AC (SEE SCHED I SEE SCHEDULE — FOR MIA. SEPARARON TO GLASS n II II II II II =1LE : J /e - I. POURED CONCRETE REQUIRED CEILING & FLOOR MOUNTING INSTALLATION SECTION 82 / 14 x J' S S. S M S W/ 7/16' I x 7/8' LONG NYLON 61USMNG (7 ).p. TDA L4 BQTnw) II II II II LJ ar SLAB APPUGtBLE / 74 r 2' S S. S M. S. (TN IUP & BOTTOM) r OTT 21 200e /T Di3NC. \ LUT TESTING & ENGINEERING COMPANY I6 MW.. J0fft St. SK 277. NICN4 UR706 fL JJl Oa Photo : (.700117 - 13,X1 . Fa : (.m)A EB- 0006719 WALTER A. TILLIT Jr. P. E FLORIDA Lk. / 44167 P£RFOMANC£ SYSTEM $ ACCORDION SHUTTER CALIL 4 £WTrERS, INC 295 NEST 2711I STREET HNLE.V4N, FL JJ070 AV no 1 acsa rrnx OLD OI-070 OA IC I y21/02 arxsro/ TJ AHT AS SHOWN SCALE 10/21/02 GATE 02 -487 DRAWING No SHEET 2 OF 6 AIL 71';.: PrArievAtZI 1.4teA OPTIONAL TOP /BOTTOM) OF SLAB APPLICABLE PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No o Z - 110 5. 02. Expi Lion 1 ate 0 -c' 006 Miami Da .' roduct Control Division F.B.C.(H.V.H.Z.) /ML4MI —Lk0£ COUW Y POURED CONCRETE OR CONCRETE BLOCK 'WALL ` REQUIRED CONCRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK WALL REDUIRED (SEE SCHEDULE) SCHEDULE 1 ._______4DR SET SCHEDULE TO CLASS CONCRETE SCHEDULE') ANCH ORS 1/4' 0-20 S S BOLTS W / HUT & wASHER`O 9' 0. C. OR /14' r'J /4 S S S M. S. O9'0. C • Yin 1 ' M;rt 14rJ SS ]�A4 S W /7/16'. r r � 1 BUSHING (T'F � & BttsHnwG I I BOTTOM) . 4; I /4 0 -20 S S BOLTS W / NUT & 0 9' 0. C. OR /14 x J /4 S S S. M. S. 0 9 C. BUILD -OUT INSTALLATION - SECTION C SCALE : J/e - 1 / 14 r2'S S S M. S (Typ. TOP & BOTTOM) or OPT70t4AL BUSHING TOP /BOTTOM) CONCRETE ANCHORS (SEE SCHEDULE) I Tr II II II II n Ig 2 OPTIONAL � r 1 1 ` } BUSHING f _ L I TOW /BOTTOM) rs 1I /14 rJ /4'S S. ^ ] '! S.M. S 0 12' O. C. n II II II II 1/4 0-20 S S. BOLTS W/ NUT & WASHER 0 9' 0. C. OR /14 r J /4 S S S M. S. 0 9' 0. C. BUILD -OUT INSTALLATION - SECTION C1 SG4LE : J /e - I • OCT 2 4 ® 0 .11. OQ# or or �1 r i €1 0 °r Q J® or®1 4 OFD ON SHEET LOCKING SPECIFICATIONS PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No 02 — ?I 0 5 7. OZ. Expi?lion Date 0' i7 . 0 6 By 1 J1 Miami roduct Control Division F.B.C.(H.V.H.Z.) /MIAMI —OAOE COUNTY IL ECO(iNC.\ TTLLIT TESTING & ENGINEERING COMPANY 6395 MK. MIA. St, Sta. 217, 1 csAvois. fl .13104 lifvm : (x)371 -I532 . rar : 007)871 -1111 EB- 0006719 WALTER A. TRLTT Jr. P. E. FLORKU Lie. / 44167 PERFOMANCE SYSTEM l ACCORDION SHUTTER ter. Pb torsnor No 01-070 0411 .0 '1' .911117 ER 295 NEST 27th STREET HIALEAH. FL JJ010 arc '4421/al noa11noe aer AS SNOW SCALE 10/21/02 LUTE 02 -487 DRAWING No SHEET J OF 6 CONCRETE ANCHORS 0 /e" a c. PCLR£D CONCRETE REQUIRED SECTION E SCALE : J/e' - 1 ;Ib'I Neu rot LOCNVO PIS AI — YTAdO PCSTOM /14 x J /4' S S S. M. S OR J /16' • A&vn. POP RIVETS 0 9' 0. 0. (Tip.) 2' x 2' x .125" ALUMINUM TUBE 2' x 2' x .125' ALUMINUM TUBE I • SECTION D SCALE : J/d" - l SECTION 01 (& MULTIPLE SHUTTERS) SAE : J/d' - 1- O I 1 Cont. A. ANGLE 114 r 3/4 S S S M. S. OR J/16' Alum. POP RIVETS 0 9 0. C. (Tip.) 1' x I r .062 Cont. Alum. ANGLE oenavAL) org (SEE NOTES) ag Ca QL7 . O °I ®0► 2' r 2' x .125' ALUMINUM TUBE (OPTIONAL) (SEE NOTES) ONE SIDED SECTION : END CONNECTION DETAIL SCALE : J/e' - 1" /14 x 3/4 S S S Al. S OR . /16' Alum. POP RnE7S 0 9' 0. C (7).p.) p.) •r 1'x.062' Cont. Alum. ANGLE EA. ANGLE 41) Not •. [ to, 1.0 01TPOI P Al SAC7Oq PQ77T10Y U rwd (LOnov e�) POURED CONCRETE RCQUR D CONCRETE ANCHORS 0 le" a C. L. /14 r J /4" S M. S op _06 6 r ALLK PCP 0 9' 0. C. (4) J /16" I Alum. POP (6063 -T6 ALLOY) RIVETS OR 14 x J /�' 2• r 2' x .125' r S M. S (Tip.) Alum. ANGLE TUBES' SIZE (2 REQUIRED) r .062' CCont. Num. ANGLE �® EDGE OF SLAB CONCRETE ANCHORS ISOMETRIC LC'ORNER POST) (Typ. AT TOP & BOTTOM SLABS) ".r 1" OR 1 OR I I /2" r 1 1/2' OR I 1/2 r 2' OR 2' x 2' OR 2' r J OR 2' r 4 • OR 2" r 5" r .053 Mil. nine Ahrn. ANGLE CCI CRETE AN H°85 O °A © 0! © a! 01e'0.C. 2 z 2•r .125' OR J" r J' r .090' Alum. TUBE POST NOTES FOR LOCKING OF 1 -PUSH BOTTOM LOCK SECURED FROM WHEN /NSTALLJNG SHALL BE OR/ THE EtACX OF RIVETS. A J ALLOW FO WHEN INST IJJNC MAY BE USED FOR INSTALLATIONS OUTSIDE OR INSIDE OF SHUTTER. I fM TH�OUTSIDC A 7/8 • I HOLE AT H AND J MUST BE RIVETED FROM TO FRONT W/ (2)J/16.E ALUM. POP Q • HOLE MUST THEN BE DRILLED AT ® TV P1. To PASS THRU. Al THE INSIDE. MUST BE RIVETED TO W /(2)J/16 • ALUM. R A 3/8'0 HOLE THEN BE ORILLEO THRU AND TD ALLOW FOR PIN TO PASS THRU. 2-5/16 LOCK l e g MAY BE USED ALTERNATNEZLY TVt�J}LOCK FOR INSTALLATI(0 SECURED FROM THE OUTSIDE OR''1INS/DE BE OF OIL SHUHEN. TO R AC PT N 18 Il READS /PERK DRILLED Al{CHINE SCREW! 1 'rt . OR SW" OR 1 1/2" r l 1/2 OR 1 1/2 2' OR 2' r 2' OR 2 "r J'OR2'x 4• OR 2 x 5' r .055' Min. THICK Alum. ANGLE SCALE . J/e• - 1 CONCRETE ANCHORS 0 9' O. G POURED CONCRETE REQUIRED /1 4 x J/4 • S M. S. OR J /16 I ALUM. POP R'YET • 9' a c. ALTERNATE CL QSURE DETAIL W / PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No 0 2— l I 0 5'. 02 Eltplratio t ate 0 � .06 Mtami Da 'rodndControl Division F.B.C.(H.V.H.Z.) /MLAMI -OADE COUNTY NOTE: SECTIONS SHOWN CAN BE COMBINED TO SUIT ANY INSTALLATION. (OPTIONA) (op-nowt) SECTION El � or© (SEE NOTES) SCALE: 3 /8' - 1 " SECTION E2 SCALE : J /B' - 1 " OCT 2 120132 / L EC — INC. TILUT TESTING & ENGINEERING COMPANY NN. mot SL. S. 217. P 4 G RCIO4 fi 3.S188 Proem : (.137)871 -IS7D . !n.: (JC2!)a71 - ton EH- 0000719 WALTER A. TTLLIT Jr. P. E: FLORIN Lie. / 44167 PERFOMANCE SYSTEM / ACCORDION SHUTTER CM11.14t*SHUTIERS,11C. 295 WEST 2781 STREET HALEAM. FL 33010 UV. onrslnr cur o1-oro Orr r Cy71/02 a r. w r OrMlirriON Curt AS SHOWN SCALE 10/21/07 DATE 02 -487 ORAWTNG No SHEET 4 OF MAXIMUM DESIGN LOAD 'W' (p...f.) MAXIMUM SHUTTER SPAN FOR SECTIONS l' (ft.) MINIMUM SEPARATION TO GLASS (In.) ALL SECTIONS . B1. B2 C & CI / A l/ • •• 40 14•- I ' 12' -5' 3' 3' 45 13' -8' 11' -8' J' J• 50 1J -0' I1' -1' r J 55 12' -5' 10' -7 2 J /4' 2 I /2" 60 11 ' -10' 10 2 J /4' 2 1/2' 65 •11' -5' 9' -9' 2 J /4' 2 1/2' 70 11•-0' 9 -4' 2 J /4' 2 1/2' 75 0' -7' - 2 1/2' (map 80 10' -J" - • 2 3/4' 2 1/2' 85 10' -0' 8' -6' 2 3/4' 2 1/2' 90 9' -8" 8' -J' 2 J /4' 2 I /2' 95 9 -5' 8' -0' 2 3/4' 2 1/2' • 100 9' -2' 7' -8' 2 3/4' 2 1/2' 105 9' -0' 7' -4' 2 3/4' 2' 110 8' -9' 7' -0' 2 3/4' 2' 115 8' -7" 6' -8' 2 3/4' 2' 120 8' -5' 6' -5' 5 2' 125 8' -J' 6' -2' 9 2' 130 8' -1 ' 5 > 120.0 TO 170.0 2' 135 7' -10' 5' -8' 9 2' 140 7' -6' 5' -6' - 2' 145 7' -J' 5' -4' 9 2' 150 7' -0' 5' -1 " - 2' 155 6' -10' 4'-11" 9 2' 160 6' -7' 4' -10' 2' 165 6' -5' 4' -8' 2' 170 6' -2' 4' -6' 2' 175 6 -0' 4' -5' 2 1/4' 2' 180 5' -10' 4' -3' 2 1/4' 185 5' -8' 4' -2' 2 1/4' 190 5' -7' 4' -1 ' 2 1/4' 195 5' -5' 3 2 1/4' 200 5' -J' 3' - 10' 2 1/4' 205 5' -2' J -9' 2 1/4' 210 5' -0' 3' -8' 2 1/4' 215 4' -11' J' -7' 2 1/4' 220 4' -9' J' -6' 2 1/4' 225 4' -8' J' -5' 2 1/4' 230 - 4 -7' J' -4" 2 1/4' MAXIMUM DESIGN LOAD W' (p WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 5'-0' OR LESS 5' -0' TO e' -6 e' - e' TO MAX. ALLOWED V -0' OR LESS S'-0' TO e' -6' e' - e' TO MAX ALLOWED FROM 40.0 TO 60.0 9 9 9 9 9 6.5 9 9 9 9 9 9 9 9 9 9 9 9 FROM >60.0 TO 75.0 9 '9 9 9 7.5 6 9 9 9 9 9 8.5 9 9 9 9 9 9 FROM >75.0 TO 90.0 9 9 9 9 6 5.5 9 9 9 9 9 8 9 9 9 9 9 9 FROM >90.0 TO 120 9 9 9 8 4.5 4.5 9 9 9 9 7 7 9 9 9 9 9 9 9 9 - 5 4.5 - FROM 9 9 - 8 6.3 - > 120.0 TO 170.0 9 9 - 9 9 - 9 9 - 4.5 ' 4.5 - FROM 9 9 - 6.5 6.5 - > 170.0 TO 230.0 9 9 _ 9 9 - MAXIMUM A WALL MOING W WALL MOUNTING SHUTTER SPAN S SHUTTER SPAN oe�j 4 ---D8-7:8- e e' -e' S S'-O' 5 5'-0' 0 WALL MOUNTING WALL MOUNTING INSTALLATION INSTALLATION MAXIMUM AT TOP OR BOTTOM AT TOP OR BOTTOM DESIGN LOAD (TO CONCRETE) (TO MASONRY) "W' (p,s.f.) SHUTTER SPAN SHUTTER SPAN 5' -0' 3' -0' e' -e' 5' -0' 5'-0' MA OR LESS TO e' -e' TO X. OR LESS TO e' -e' ALLOWED 9 9 9 9 9 4.5 FROM 40.0 TO 60.0 9 9 9 9 9 6.5 9 9 9 9 9 9 9 9 9 9 6 J.5 FROM >60.0 TO 75.0 9 9 9 9 8.5 5.5 9 9 9 9 9 7.5 9 9 9 9 4 J FROM >75.0 TO 90.0 9 9 9 9 5.5 4.5 9 9 9 9 9 6.5 9 7.5 7.5 7 - - FROM 9 7.5 7.5 9 J.5 J.5 >90.0 TO 120 9 9 9 9 5 5 9 7 - 3 - - FROM 9 7 - 4.5 J - >120.0 TO 170.0 9 9 - 6.5 4.5 - 7 7 - - - - FROM 7 7 - 3 3 - >170.0 TO 230.0 9 9 - 4.5 4.5 - oe�j 0 FLOOR/CEIUNG MOUNTING INSTALLATION MAXIMUM TOP OR BOTTOM DESIGN LOAD (TO CONCRETE) 1N' (p.a.( .) SHUTTER SPAN ) 5' -0' -0• OR LESS e' - 9 9 8.5 FROM 40.0 TO 60.0 9 9 9 9 9 9 9 to 8 OM 60.0 TO 75.0 9 9 8 9 9 9 9 8 7 FROM >75.0 TO 90.0 9 8.5 7.5 9 9 9 9 6 6 FROM '9 6.5 6.5 >90.0 TO 120.0 9 9 9 7.5 6 - FROM 7.5 6 - >120.0 TO 170.0 9 8.5 - 6 6 - FROM 6 6 - >170.0 TO 230.0 8.5 8.5 - oe�j + MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2 ", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK -IN ANCHORS IS 2 1/2"). FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E. D. FACTOR 3" .86 2 1/2" .75 2" .50 ANCHOR ANCHORS MIN. TYPE SPACING TAPCON OR 3.0" MAXI -SET TAPCONS CALK -IN 2.5" 3000 psi. (MIN.) CONCRETE CRETE -FLEX S54 3.0" 3350 psi. (MIN.) CONCRETE MAXIMUM DESIGN PRESSURE RATING ' "W" ' AND CORRESPONDING (VAU I u FOR SECTION a 81, B2, C & L jr. SHEET 2 & 3). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS. IN ACCORDANCE WITH ASCU 7 - CRITERIA FOR A Cr EN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING. THE POSITIVE PRESSURE WILL AUTOMATICALLY QUAUFY AND NEED NOT TO BE CHECKED. • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0' ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. •• FOR SHUTTERS INSTALLED ABOVE 30' -0' ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. MAXIMUM DESIGN PRESSURE RATING W (p.a.f.) ANQ MAXIMUM DESIGN PRESSURE RATING W (p.a.f.) ANQ MAXIMUM DESIGN PRESSUR R 11NG W .a.f.'AAN❑ CORRESPONDING MAXIMUM ANCHOR,' ACING_Jn.) SCHEDULE + CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE_ + (VALI FOR SECT10 A N SHEET 2). - (VAUD FOR SECTIONS B 81, B2 ON SHEET 2). MAXIMUM DESIGN PRESSURE RATING ' (o.a -f CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. . (VALID FOR SECTIONS C1 ON SHEET 3). (VAUD FOR SECTION CON SHEET 3). ANCHORS LEGENQ TAPCON OR MAXI -SET TAPCONS CALK -IN CRETE -FLEX SS4 PRODUCT REVISED as complying with the Florida Duiding Code Acceptance No0 Z - 0 5'. 0 Z. Expiration Dote 0 ' ® Zoo 6 By Miam1 Da'.'' roduct Control Divufon F.B.C.(H.V.H.Z.) /MWMI - DADE COUNTY IL ECO1 NC TI:.LJ? TESTING & ENGINEERING COMPANY 7 a W. Je . St, its. 717. N7CMI ra�ena¢ FL SJlee ( ) Mom : 000171 -l3.x7 . Par : (Ytlb71 -15.71 E8- 0006719 WALTER A. T7LLIT Jr. P. E FLORIDA Lic. / 44167 PERFOMANCE SYSTEM 1 ACCORDION SHUTTER cc1 AC. 295 NEST 27th STREET HIALEAH. FL JJ010 Olt Or 0ournow OLD 01-070 Orr 0/71 /al ANY. Or 1 ao011Fndr air AS SHOWN SCALE 70/27/02 DATE 02 -487 DRAWING No SHEET 5 OF ANCHOR ANCHORS MIN. TYPE SPACING TAPCON OR 3.0" MAXI -SET TAPCONS CALK -IN 2.5" 3000 psi. (MIN.) CONCRETE CRETE -FLEX S54 3.0" 3350 psi. (MIN.) CONCRETE MAXIMUM DESIGN PRESSURE RATING ' "W" ' AND CORRESPONDING (VAU I u FOR SECTION a 81, B2, C & L jr. SHEET 2 & 3). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS. IN ACCORDANCE WITH ASCU 7 - CRITERIA FOR A Cr EN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING. THE POSITIVE PRESSURE WILL AUTOMATICALLY QUAUFY AND NEED NOT TO BE CHECKED. • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0' ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. •• FOR SHUTTERS INSTALLED ABOVE 30' -0' ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. MAXIMUM DESIGN PRESSURE RATING W (p.a.f.) ANQ MAXIMUM DESIGN PRESSURE RATING W (p.a.f.) ANQ MAXIMUM DESIGN PRESSUR R 11NG W .a.f.'AAN❑ CORRESPONDING MAXIMUM ANCHOR,' ACING_Jn.) SCHEDULE + CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE_ + (VALI FOR SECT10 A N SHEET 2). - (VAUD FOR SECTIONS B 81, B2 ON SHEET 2). MAXIMUM DESIGN PRESSURE RATING ' (o.a -f CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. . (VALID FOR SECTIONS C1 ON SHEET 3). (VAUD FOR SECTION CON SHEET 3). ANCHORS LEGENQ TAPCON OR MAXI -SET TAPCONS CALK -IN CRETE -FLEX SS4 PRODUCT REVISED as complying with the Florida Duiding Code Acceptance No0 Z - 0 5'. 0 Z. Expiration Dote 0 ' ® Zoo 6 By Miam1 Da'.'' roduct Control Divufon F.B.C.(H.V.H.Z.) /MWMI - DADE COUNTY IL ECO1 NC TI:.LJ? TESTING & ENGINEERING COMPANY 7 a W. Je . St, its. 717. N7CMI ra�ena¢ FL SJlee ( ) Mom : 000171 -l3.x7 . Par : (Ytlb71 -15.71 E8- 0006719 WALTER A. T7LLIT Jr. P. E FLORIDA Lic. / 44167 PERFOMANCE SYSTEM 1 ACCORDION SHUTTER cc1 AC. 295 NEST 27th STREET HIALEAH. FL JJ010 Olt Or 0ournow OLD 01-070 Orr 0/71 /al ANY. Or 1 ao011Fndr air AS SHOWN SCALE 70/27/02 DATE 02 -487 DRAWING No SHEET 5 OF MAXIMUM DESIGN PRESSURE RATING ' "W" ' AND CORRESPONDING (VAU I u FOR SECTION a 81, B2, C & L jr. SHEET 2 & 3). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS. IN ACCORDANCE WITH ASCU 7 - CRITERIA FOR A Cr EN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING. THE POSITIVE PRESSURE WILL AUTOMATICALLY QUAUFY AND NEED NOT TO BE CHECKED. • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0' ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. •• FOR SHUTTERS INSTALLED ABOVE 30' -0' ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. MAXIMUM DESIGN PRESSURE RATING W (p.a.f.) ANQ MAXIMUM DESIGN PRESSURE RATING W (p.a.f.) ANQ MAXIMUM DESIGN PRESSUR R 11NG W .a.f.'AAN❑ CORRESPONDING MAXIMUM ANCHOR,' ACING_Jn.) SCHEDULE + CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE_ + (VALI FOR SECT10 A N SHEET 2). - (VAUD FOR SECTIONS B 81, B2 ON SHEET 2). MAXIMUM DESIGN PRESSURE RATING ' (o.a -f CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. . (VALID FOR SECTIONS C1 ON SHEET 3). (VAUD FOR SECTION CON SHEET 3). ANCHORS LEGENQ TAPCON OR MAXI -SET TAPCONS CALK -IN CRETE -FLEX SS4 PRODUCT REVISED as complying with the Florida Duiding Code Acceptance No0 Z - 0 5'. 0 Z. Expiration Dote 0 ' ® Zoo 6 By Miam1 Da'.'' roduct Control Divufon F.B.C.(H.V.H.Z.) /MWMI - DADE COUNTY IL ECO1 NC TI:.LJ? TESTING & ENGINEERING COMPANY 7 a W. Je . St, its. 717. N7CMI ra�ena¢ FL SJlee ( ) Mom : 000171 -l3.x7 . Par : (Ytlb71 -15.71 E8- 0006719 WALTER A. T7LLIT Jr. P. E FLORIDA Lic. / 44167 PERFOMANCE SYSTEM 1 ACCORDION SHUTTER cc1 AC. 295 NEST 27th STREET HIALEAH. FL JJ010 Olt Or 0ournow OLD 01-070 Orr 0/71 /al ANY. Or 1 ao011Fndr air AS SHOWN SCALE 70/27/02 DATE 02 -487 DRAWING No SHEET 5 OF 1/4' • r J" LONG C SCREWS 0 6 0. C. 1/2' Mkt. PENETRArnst 1D t1'LS7I/MG W000 HEADER x i4 r J' S S JS I � 7/6 " W 1 6" • rillIA-X1 NYLON BUS! n . TOP • BOTTOM) - I1. / � Pit dril *000 HEADER REQUIRED SEE SCHEDULE 0 FDR MM. SEPARATION •Ay to ALTERNATIVE 1 14t000 STUD • 24 0. C. MAX. REQUIRED. / 14 x J/4 S. S S. V S 06'0. C. I' x 4' x l/fr 01(n.) 606J -T3 Alum. TUBE (Cont. ) W/ (2) 1/4 I x 3' LAG SCREWS 0 EACH STUD (L/IOWIDTH OF STUD) NV W/ 2" M/n. PENETRATION WM EXISTING ALTERNATIVE 2 WOOD HEADER SEE SCHEDULE FOR Min. SEPARATION ALTERNATIVE 5 • Mkt.- YS�L�'1>CMML I/4' 1 x J LONG _ LAC SCREWS 0 6' 0. G W/ 1 1/2' Min. PENETRATION TO DIVING W000 HEADER / 14 r 2 S. S S. M.S(Typ. MP • BOTTOM) BUSHING 1/4' 1 -20 S S BOLTS W/ NUT•WASHER • 9' 0.C. STUD. / 14, J SSM.S. W/ 7/l6' I x 7/8' LONG NYLON BUSHING trig (7yp. TOP & BOTTOM) / 14x2'S S. S M. S (Typ. MP • BOTTOM) or *000 STUD 0 24 n r urr REQUIRED. WOOD STUD 24 0. C. MAX. REQUIRED. 11000 HEADER REQUIRED sex SCHEDULE FOR Mn SEPARATION I/4" • r J' LONG ___{AC SCREWS 0 6' 0. G w/ 1 7/2" Min. PENETRATION 1O EXISTING 11000 HEADER A L TERNA T/VE 3 ALTERNATIVE 4 SEE SCHEDULE FOR Min. SEPARATION / 14xJ "SS S M S W/ 7/16" • x 7 /8' LONG NYLON BUSHING • fl • !Puri 1.l • " - 14 - r J /4' S S oc ac 1. /IJ 1 . • /14 r J /4" S.S. ILLS. 06 "0. G AL TERNA TI VE 6 WALL MOUNTING INSTALLATION (OFFSET) SECTION A S C A L E : I/4 "- I' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS I/4' 1 -20 S .. BOLIS W/ NUT & 44.5.11 ER 0 9' 'O. C. OR /14 .r J /4 S. S S 11 S 0 9' 0. C. / 74 r J' S S 5. M. S - w/ 7/16' I r 7/04' LONG NYLON BU4* C (Typ, MP & BOTT0.4) Mtn / 74 r2'S S S M. S (Tsp. TOP & 8017DM) OPTIONAL BUSHING (/BO) LRn. I/4" 1- 20 S S BOLTS W/ MIT & WASHER • S 0. C. OR /14rJ /4' S S M. S • 9' 0. G 1' x 4 r 1 (Min.) 606J -15 AMrm. )1/B£ ((Cont.) W/ (2)) 1/4" • r 5" LAC SCREH5 O EACH STUD (M/OW10THl OF 511/0) AND w/ 2` Mal. PENETRATION INTO EXISTINC STUD. / / - /14x2'SS S. M. S i k { 3 OPTIONAL /EIUSHIhC An /14 x J /4" SS SIRS. O 12' 0. G I /4 1-20 S S BOLTS w/ NUT • WASHER 0 9 0. C. OR /14 1.J /4'S. S S IL S 0 9' 0. G 1' x 4" x 1/8" (Min.) 606J -15 Alum. TUBE (Cont.) W/ (2) 1/4' I r 5' LAG SCREWS 0 EACH STUD (MIDfWOTH OF STUD) AND w/ 2' lin. PENETRATION UNTO DITSTTNC 571)0. f l 14 r ,I/4' S S M. S O 6'0. G SEE SCHEDULE 1- Tow Mn SEPARATION LE 1- FOR Mkt. - SEPARATION ALTERNATIVE 1 I /4' I LAG SCREWS W/1 1/2' M4,. PENEMATI N1 • 9 0. C. 'OCT2 1 ALTERNATIVE 2 woo° 1Rt/SSES OR RAFTER 0 24" 0. G REWIRED I " r 4 r I/8' (M4,.) 6063 -TS Min. /Ll5£ LA (2) • 1/16" 4 LONG RAFTER OR TRUSS LO ATE SCREWS AT LMDIMOTH OF 0/57P■C WOOD MEMBER (2 mkt. f1. AMc *10TH)) w/ 2' Mn PET*TRITK.W. / 14 r J" S S S LA S w/ 7/16' • r 7/8" LONG NYLON BU911 C (T)•p. MCP & BOTTOM) / 14 r 2' S. S S W S (Tyr. MP & BOTTOM) I /4 I LAG SCROVS w/1 1/7' Min. PENE7RI T av 0 a' 0. G OPTIONAL NG (TOP/9077m) /74 r 3/4 S S S M. S O 12 O G T' r 6' 11000 DECK REQUIRED (NO FINISH ALLOWED) SCALE: 1/4'•. 221E • Wi4LL/ 7100R /CQUNC MOUNTING SECTIONS GAN BE COMBINED W ANY WAY TD SUIT AM' INSTALLATxaN. - r- SEE SCHEDULE r FOR u1.. SEPARATION WALL MOUNTING INSTALLATION (OFFSET) SECT /ON B 1. INSTAUATIONS ARE ONLY VALJD FOR INSTALLATIONS WITH DESIGN WIND LOADS LESS THAN OR EQUAL TO 75 p.a /. MID 9 Max. SHUTTER SPAN. 2. FOR NEW 4000 FRAME CONS 4000 MEIMHERS TD BE SOUTHERN RAE No. 2. W/ SPEUFTC DENSITY OF 0.55 OR EQUAL. ALTERNATIVE 3 OPTIONAL BUSHING 2 1. 6" 4000 oe x REQUIRED (NO FINISH ALLOWED) PRODUCT REVISED as complying with the Florida Balding Code Acceptance No • Z Expiration Date By Miami Dade, ". . uct Control Division F.B.C.(H.V.H.Z.) /MIAMI -CIAO£ COUNTY L ECO'INC. d LU TESTING & ENGINEERING COMPANY o. KW. .1ev. sr Stn 2! z VIRG 44 (MOWS. L all ell F+n o�. : 6705)1171- 15X . Far : (J015)e71 -1111 " EB- 0006719 WALTER A. T1LLFT Jr. P. E. FLORIL34 Lk. / 44167 PERFOMANC£ SYSTEM T ACCORDION SHUTTER C.t1L 4 SHUTIE4 N. 295 WEST 27tH STREET MALIAN. FL. J3010 N1.. Ms DOCIRPTIOSI OLD 01-070 al IT a.71/61 MY. as r aAYISnaM 0471 AS SHOWN SCALE 70/27/02 DATE 02 -487 DRAWING No SHEET 6 OF 6 • ) u Building Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2005 -399 Printed: 4/5/2005 Page 1 of 1 Applicant: JOHN STOKESBERRY Owner: STOKESBERRY JOHN JOB ADDRESS: 934 NE 91 TERR Contractor CALLEJA'S SHUTTERS, INC. Contractor's Address: 295 WEST 27 ST. Local Phone: 305 -884 -3939 Parcel # 1132060030140 Legal Description: PL OF BISCAYNE RIDGE PB 39-41 LOT 7 & LOT 8 & W7.47FT OF LOT 6 Fees: Description Amount F=EE2U05 -4337 Building Fee $280.00 FEE2005 -4338 CCF $5.40 FEE2005 -4339 Training and Education Fee $1.80 FEE2005 -4340 Technology Fee $7.00 FEE2005 -4341 Scanning Fee $21.00 FEE2005 -4342 Submittal Fee ($50.00) Total Fees: $265.20 Permit Status: APPROVED Permit Expiration: 9/17/2005 Construction Value: $9,000.00 Work: ACCORDIAN SHUTTERS 18 Total Fees: $265.20 Total Receipts: $0.00 APR o 8 PAID 43 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 3058843738 04/08/2005 11:13 3058843738 $ W I I4c yr ImIJIVIIVttNn:ItMLN I A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT 1IMEE OOF FIRST INSPECTION PERMIT NO, TAX FOLIO NO! f - 2) 2 OU D0J 0 �4 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvement:5 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. e• al description of property ' and street/ -ddre s :7 41 (2 t _ 2 Description of improvement:, irA e Lt 3. O ner nam and � ddress:Tr\ - Jc ''I r. ►� Lt� � Q interest in property: .__. Name and address of fee simple titleholder: 4. Contractor's name and address: } (C '91 Q 5. Surety: (Payment bond required by owner from cortractor, 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, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differs da e is sp4,'fied) (atur f Owner dre Print Owner's Name 7 ` y f 5 P Sworn to and subscribed before me this day of ___ Si Notary Public Print Notary's Name My commission expires: 1 23.01 -52 PAGE 4 5/02 CALLEJAS SHUTTERS PAGE 01 0 21111 11° mil lax wa eKr Prepared by , 20 Address: V • ,j LOCATION 234 _`T. T' • 21 t Terrace !�, GARBAGE TAX RECORD PAID BY' 1 •. YEAB ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID NUMBER • 1940 7-- 0-0 1 \--- - -' O S -. /- \ ko ko 4 „„257‘ 3 d /b 72 = 114 ., 1- . 1941 /d ,e / % � � �I� _ 1, � 1942 . a - 5 4- . ! , e7--1: v/ 1943 ( /O O© /—:?..7 (1, 1 . H 7� c, yt � • A ..i. • f � 1944 1945 4 6 __ 1947 / ��.. n e0 . 0 / ) / L o o f -3 - -_ - - / e, v )i / .....—■ .,-...--..e.... ..a 4 �♦ �, e •_i I / . .� • # / ,. j 7 I — . — tit) 12.- Y7 K "S" 3 `,z /o q / — � fa26E l'( //6/74://0 1948 /aZo /7-/3/�Y 1 �.V o a N 4' ee 1949 �� � j_Z -31- / /,- •� /-5-a e /'' /, I t, — f— 50 /PI f87 / 4 0 1/ ,, •, 1950 V • ,j LOCATION 234 _`T. T' • 21 t Terrace !�, GARBAGE TAX RECORD 934 N. E. 91st-Ter. By Year Annual Tax Period Used Amount Paid Date Paid Receipt # G. W. Hutchens , __ ,9-a Ial.2A.c/ 2_,,e9-c) , 3 - 6 -,s //3 ‘/ /9 - 5 - - /A _7= /0 .j/ -.„, /0 " -1- 11 ( Zone Req. Cu. Ft. To Planning Board Re- Submitted to P. "lan & Spec. Chocked To Council 3ldg. Permit No. Typ c New ons - Plumbing Permit Nay Septic Tank Sewer /f M i s c e l. c New Const. oL l ock / ` i �d1V: fCI1 j 11.-/ "'f-- � Owne Mm e eneral. _ + — rontractcrr Plat Restriction Chkd. By � '' Dat e 9 °; Stories Address f ar Piro -YO Lie. No. A Li No. dress . P.h Phone. Cub Cunt 6 By � a _. - ,. Apprb -A-- YRejected Bd. • . Approved ." Rejected Approved Re3.ect'ed -4 Fe A Cos / 4 Roof A era ,,ions Si ril toration �..Stre&E Repairs Date/ej Fee 11 Repairs _ er:01 Fixtures • — 't a Foundation Beams & Linte Final Final Cl.ea-Up Plumbing Insp. Roughing Fixtures Sower Scr)tic Talik Solar Heater Date By Re-Insp. / 446' p e - 4 2 • sfr'e Hater Motors Ilew Const. )=# ii 1 Afteratil,ALF ■ __,Z.S .' Miscel. __. — Er. - ITisp. Tat:: — By — Re-Ins . o. '-'-*--- ) — Rein - sp. - by By Re-Insp. By FAual Clar_t_. Electrical Insp. , Rough A ixtures V Final _ JY 7 1 0. / , Of - C Re-Insp. By Re-Insp. By N° 10 CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION ! Shores V Owner, g ent o Tenant of Building Lot �"` 1 Block Street Address -� Approved use by occupancy Remarks: This Certificate of Occupancy is issued to the above named for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertai ' g to the erection, construction, alteration or remodeling of . uild gs or uctures. t7i BUILDI I