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1235 NE 96 St (6)
• PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address 96 5T, Tax Folio `/ 206 ON 3Nv 4414 44 1 s /lc3' Legal Description ScC COT 7/(..) Lessee / Tenant I2iOA e r Master Permit # .3-359Pe Owner's Address /4.-35 Al e ',`r , iThPi'11 4Ifo!bS, C 3313o Phone `>` 3 7 "353 Contracting Co. 4)I6/14$tW 4 Sows SA/r 6) • Address '$O AAAj 5 AMMOY 3111.6 Qualifier ,r, 12..Y 1.46 //t1. ti,tJ State # Municipal # Competency # /LaS Ins.Co. Architec ngineer 4 Y/CA I//3 S L+C_ .. Address I'Y? /Nrok1,4 i2 flf /bll f 3 $& '16S Bonding Company Address Mortgagor Address Permit Type(circle one . UILDI LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION . /A/S r /bi 10 % tI2(O1 ,J /ft/rtE%72 Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are require • for E ECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S A ►AVIT: be done n c•mplian a Notary a to Owner and /or Condo President My Commission Expires: APPROVED: * / * fy that all the foregoing information is accurate and that all work will all applicable laws regulating construction and zoning. Furthermore, I ontractor to do the work stated. or Condo President SS# Phone o v -012-e WENDY A. BRANWELL-CERCO MY SON # CC 201705 EXPIRES ,hale 29, 1996 * BONDED THINROY FAIN [WINCE. INC. * Estimated Cost(value) 3 0 0 © to Contract$' My o Intraotor- or,Owner- Builder er Ownc,c -F,U t - By CONA'VSI CV% ?I .21:1994 BDIaa IOW GF * * * * * * ** FEES: PERMIT 3 /45 RADON C.C.F. 1 NOTARY TOTAL DUE Fire Other °I Zoning Building ` / Electrical Mechanical Plumbing Engineering 5HLilf g (Yp Gray 4' o`ANIN4 ! 4pUL,6 \VIjp -r - 4-t1 5R- 4k I. 22 43 2 ,4 / s 43 5 3 16. Zr. 60 J� =__-.2:- . a&' 4-3 14- �. 4 1C. - I. .4• 5S 1<0 0. 4 r 3 16. 6i. 24 4 10 4,- 5 3 1& - i0 - r41- g( 1510 PROPOSED STORM SHUTTER INSTALLATION FOR: L 7 1 r [A ow -4.51 -3535 1 SUBMITTED BY: Robinson & Sons Shutter Company Jeffry T. Robinson, Qualifier 8400 N.W. 96 Street Miami, Florida 33166 Phone .# 305- 887 -4397 1 DATE: DRAWN BY: All Accordion Style Shutters, installed in accordance with Metro -Dade Product Control Notice of Acceptance #92- 0313.1 and Drawing #91 -187 by Knezevich & Assoc, Top, Bottom & Side details highlighted on Drawing #91 -187, attached. 1 -t[41 rKonr,k,T K gC/' 92.- 051 S O giNSON WELDED SEAMS ARCH TOPS SONS This is our top end product. Designed for the discriminate buyer. Bermuda blades are tubular in design and emulate true milled wooden slats. Each Bermuda slat is attached to the frame with 4 concealed stainless steel screws. Dade: (305) 884 -1128 (305) 887 -4397 Broward: (305) 525 -4977 FAX: (305) 884 -1007 gHUTTER 1- 800 - 626 -8173 CO. 8400 N.W. 96th Street, Miami, Florida 33166 co For a slight additional charge we can weld, fill and grind smooth the frame seams on the face and rear of the shutter panels. Give us the dimension of the radius and we will custom make a pair of arch top shutter panels to suit your needs. Curved areas are welded, filled and then ground smooth to make a continuous frame. You can specify shutter panels made with continuous horizontal mull frames for a true colonial appearance. E. Just another example of the custom capability that we have. If you have a need, idea or desire, let us know and we will do our best to custom build to your specifications. t Bahama blades weigh less and have a thinner profile than our Bermuda blades. Shutters with Bahama blades cost less and allow for more light transmission than our Bermuda blade shutters. The relative strength of the two systems are very similar with the Bermuda blade shutters being slightly stronger. Please be sure to specify which profile you prefer when you are placing orders. HORIZONTAL MULLS RECESSED SOLID PANELS 0 O O O • O ^ 0 0 =I O SHUTTER G O S ince the 1920's, Robinson and Sons Shutter Company has represented three generations of family in the shutter industry with a proud reputation for excellent Customer Service, Installation and Service Departments. Robinson and Sons Shutter Company has responded to requests from the marketplace by continually expanding and improving manufactured products. Our improvements have coincided with changes in building code requirements to increase the capacity of products to withstand wind pressures. The main trend within the shutter industry during the last few years has been to develop products lighter in weight and easier to produce while lowering manufacturing costs. Our developments have been spurred by the desire to develop better products of increased strength and durability with a great look. Presently we are in the process of obtaining patents for a major redesign of one of our product lines in order to provide a product to protect existing glass areas where no shutters are presently designed to meet the code requirements. If you like the appearance of louvered shutters take a close look at how we make ours at Robinson and Sons. — Rugged construction — Traditional colonial lines — Classic appeal — Approved for use against hurricane winds Custom manufactured of extruded aluminium to suit your needs. Designed to resist the most extreme environmental conditions. Ideal for use on residential, high -rise and commercial applications. Provides privacy, sun control, weather protection and security. Durable. Made from our aluminium extrusions, assembles with stainless steel hardware. No sheet metal parts or styrofoam fillers. Affordable. Priced competitively with the much lighter units sold by other shutter companies. Attractive. Available in a wide spectrum of colors with options ranging from Kynar 500, to mill finish. We are able to custom match almost any color. Paint Options: 1. Mill Finish. Fully assembled, ready to send to your finisher prior to installation. 2. Kynar 500. A Fluoropolymer coating which is a premium long -life finish for architectural applications. Provides one of the highest degrees of flexibility, integrity and durability available in the market today, a polyvinylidene fluoride formulation (PVF2). Warranties available up to 5 years. Additional pre- treat - ments, metallics and clear top coatings are available. Please send samples of exotic colors and /or finish requirements for specific quotes. 3. Standard Electrostatic Finish (ESP). Available in a wide variety of colors. Proven durable over time. Can be custom matched and comes in a matte sheen. 4. High Gloss. An automotive type finish with a reflective high gloss surface. Severe sun /salt environments may accelerate loss of luster, particularly in exotic colors. 1011 9 . SIDE HINGED SHUTTERS esigned to resist the most extreme environmental conditions. Rugged construction with the classic appeal of traditional colonial lines. Custom manufactured to suit your needs. Highly ornamental yet fully functional as hurricane protection. Provides privacy, sun - control, weather protection and security when closed. Options available: O Type and color of o Welded seams O Arched tops o Horizontal mulls a Custom sizes paint finish o Style of louvers O Louver spacing O Solid recessed panels o Solid skins on rear of louvered panels HORIZONTAL ROLLING SHUTTERS ame quality shutter panels as our side hinged shutters with the addition of our decorative head and sill track system. Gives the option of having up to 3 shutter panels on any given side. Easy to secure for security and hurricanes. Options: O Type and color of paint finish O Horizontal mulls O Custom sizes O Style of louvers O Louver spacing O Track profile O Track color TOP HINGE "BAHAMA" STYLE SHUTTERS D • est built shutters in the industry! F.P.L. Watt Wise approved } because they save energy and money. Heavy duty hurricane • protection. Provide privacy, keeps out the sun while it lets in the breeze, allows a free flow of fresh air and filtered sunshine. The look of wood. The durability of heavy aluminum and stainless steel construction. Will not rust, warp or rot. Continuous top hinge An excellent choice for commercial or architectural applications. Top Quality finishes in a wide selection of colors. Can give a "Tropical" look to some projects. Options: o Type and color of paint finish • Welded seams O Horizontal mulls O Custom sizes o Style of louvers O Louver spacing O Jamb style O Fold up panel (Bottom 1/3 of panel folds up under front panel to allow for greater visibility and more light) t. METROPOLITAN DADE COUNTY, FLORIDA METRO•DADE Chairman Berm S. Riu•clmu Vice-Chairman H U. Lasseter .Members Ronald Ayer Jaynes Arias Georer Berlin Thomas M. Black Lawrence .4. Boman Ted Bridic Oscar Brennan John Calpini Jorge de la Trrrnente H. Carlton Decker A rnold Goldman Richard M. Horton Daniel L.nsis John Lindstrom Steven Lowe Joseph .tloklrer, Sr. James Power William Riley Armando M. Ri: o Tla Unerhack A lfred Ri-rshrod Rudy ti'illronrc Board Consultant John Pi.cturmo Staff Charles Doneer Sarah Re•inreh Got Diamond PRODUCT CONTROL NOTICE OF ACCEPTANCE Robinson & Sons Shutter Company 8400 N.W. 96 Street Miami, F1. 33166. Your application for Product Approval of "Bermuda" Shutter under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Knezevich & Associates along with 14 sheets of calculations 8- 25 -88. 3 test reports 12/87. 6/88 and 10/88. drawing #92 -42. sheets 1. 2 and 3 dated 10 -7 -88. 3 sheets. revised 3 -9 -92 has been accepted by Product Control to be used in the Unincorporated areas of Dade County under the Specific Conditions set forth on page 2 and the Standard Conditions on Page 3 ACCEPTANCE No.: APPROVED EXPIRES 92- 0318.9 July 13. 1992 July 13, 1995 APPROVED: July 13, 1992 * *PLEASE NOTE ** THIS IS THE COYERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BOARD OF RULES AND APPEALS NOTICE OF ACCEPTANCE This application for Product Approval has been accepted by the Metropolitan Dade County Board of Rules and Appeals to be used in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. -1- Charles Danged, P.E. Secretary Metropolitan Dade County Board of Rules and,Appeals • BOARD OF RULES AND APPEALS SUITE 1010 111 N.W. 1st STREET MIAMI, FLORIDA 33128 -1974 (305) 375-2981 Gil Diamond, P.E. Product Control Division Supervisor CSC $11 Ia METRO -DADE CENTER (305) 375 -2612 • r. ' R c Sans Shutter Co, ACCEPTANCE No.: 92- 0318,9 APPROVED July 13, 1992 EXPIRES : July 13. 1995 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. This approves a "Bermuda" shutter for installation up to the elevations shown on the referenced drawings. 2. The shutters shall be constructed and installed as shown on the referenced drawings. Each unit shall have a permanent label with the manufacturer's logo, the Dade County Acceptance #92- 0318.9 along with instructions to the owner for securing the shutter during hurricane alert. 3. Applications for building permits shall be accompanied by two copies of the following: a) Completely detailed plot plan b) The referenced drawing #92 -42, 3 sheets, bearing the approval stamp including Notice of Acceptance number and dated by the Product Control Section of the Dade County Building and Zoning Department. 4. In order to issue a building permit all zoning regulations must be met. 5. This approval supersedes Notice of Acceptance #89- 1014.1 (88) dated April 10, 1989. .METROPOLITAN DADE COUNTY, FLORIDA ME ('huirruan Ber S. Nio Vice - Chairman 11.1), Lasseter Alcnthers Ronald Age,. . .lames Arias GeotNe Berlin ilamas M. Black Connate A. Bor:sari li rl lhlch.s Oscar Brennan Jahn Calpini Jorge de la 7in•rienre 11. Corium Decker Arnold Goldman Richard A1. Horton Daniel Lewis is John Lindstrom Steven /ani e .lowl,It Mokher. Sr: James Poner William Riley Armc M. Ri :n Thomas Utterback Alfred Ni•isbrcnl Rudy trillion's Board Consultant John Pi.storino .Staff Charles !)on,ger Sandy 'Venire!) Gil 1)ian METRO -DADE CENTER BOARD OF RULES AND APPEALS SUITE 1010 111 N.W. 1s1 STREET MIAMI, FLOIIIDA 33120 -1974 (305) 375.2901 (305) 375 -2612 NQTICE OF ACCEPTANCE; STANDARD CONDITJQRa 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, manufacture of the product or process automatically be cause for termination, unless approval is granted for revisions or change. 3. Any unsatisfactory performance process or a change in Code grounds for re- evaluation. or shall prior of this product or provisions shall be 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors; unless otherwise noted in the Notice of Acceptance. The prints need not•be re- sealedjly an engineer. 7. Failure to comply with Standard Conditions shall be cause for terminaLlol► of Approval. -3- 1 Diamond, •. roduct Control Division Supervisor . - •. MAXIMUM SPAN (L), WIDTH (W) AND CONCRETE ANCHORS SPACING • SCHEDULE FOR - COASTAL ZONE INSTALLATIONS CLASS 2 SLOGS. (END ZONES - COEFFICIENTS TO DETERMINE MINIMUM QUANTITY OF ROD SUPPORTS AT OPEN POSITIONS (SEE NOTES BELOW) HEIGHT _ABOVE _ GRADE SINGLE UNIT (WI) DOUBLE UNIT (W2) TRIPLE UNIT (W3) ANCHORS TO CONC -I Q_ ?d '24`. _"wt. +i'1= LA ` 4 G ._ Gi . �3d_ - G d_ • '_72_ 10" LYPE =1 " - TYeEs TYPE 1 TYPE 2 TYPE 1 ._..1,e' d- i l' • ! 0 - ra , 7Lf' • O'd_ ".e.:_r_ tat: '1e_a`Z -ot ci-l' ..1.1' 4 tPdirT" ldr . a.4 0 0.0117 1=•9 - ls'4• . A' -t •f• 9.r - •:1• t9' 25!.- G2- •_i W4. Ltd` 1d elL1._" r T=4` "'tee" a - 2" Ze s" 4 - L'�• 1••iAa - --1$ T ' T '.T4 a.•ilt 0.015 s- - rhd �!t'-E 4 IT"6t=._T t -td`'2=4 IG'oc._--- W'ac: 25 -75'_ 1 1 . -1• 1-2 as"-.e ._!." ZL_7'..31. a`- rzt-s 1.=10- .:mod x1'! 1= 2':G-w_ B'-d Co'-G" - t'D`O?.- :IGraZ`7 0, Z . 0.1065 .5D Vi 9 55' •IL G to G! -4, ey-e .TLS• 0'-10 al-s: (e_Z•.1 -+Y.. mow' (/ r! 0 =2' _ IL'*t 21.E_ 0.42S o.l')o > & - 1' fie- > ��' 1'�' - -f rac - -- _Ib_"wc 0.210 a.blb - - - - - - - . . . MAXIMUM SPAN (L), WIDTH (W) AND CONCRETE ANCHORS SPACING SCHEDULE FOR - COASTAL ZONE INSTALLATIONS CLASS .4 BCDGS. (INTERIOR ZONE) COEFFICIENTS TO DETERMINE MINIMUM OUANTITY OF ROO SUPPORTS AT OPEN POSITIONS (SEE NOTES BELOW) HEIGHT ABOVE GRADE SINGLE UNIT (W DOUBLE UNIT (W2) TRIPLE UNIT (W3) ANCHORS TO CONC (e 2d 24" tho' h2• 40" 48' 4100' 40' al 72 10" 1 TYPE 2 TYPE 1 TYPE 2 - TYPE 1 9. ' .•d IV At b4' rte 4. 0.'1L 0'2 _'1'':e '1e_a`Z Btio_' -21.2 ` TYPE JasokgL._ -. _Ii1'•r = 0.162 ....A-go .4/.15_.= -Ins lv`'.0 b' - ls'4• . A' -t •f• 9.r - •:1• Aht" -! W4. ,> - t" lid 1` -a• - f*' IB 'A4-: - e.116 0.000 it-r' 25=•,5' 3d" T ' T '.T4 4'oi". 5 s- - rhd �!t'-E 4 IT"6t=._T t -td`'2=4 IG'oc._--- W'ac: - o. 185 25- 9%' - 10-id as"-.e Ater =r.' a`- rzt-s -a' Ri•e7 `7'-6 - I=0." B'-d B'v�'-i''= t1e_ t'l"aR JO ac_ - 0.420 .5D Vi 1-1' 34:!4 l Pl cR o.-vr, - . • d 03aa. D=EN - L=2 .1.A.'. _0-d -c. '/) e D'3: IS koot _] -3_ 12' a� PV,e7" ,y• 1.2' 1' fie- > ��' 1'�' - -f rac - -- _Ib_"wc 0.210 a.blb - - - - - - _'.3_1. - > 5g' - - - - - - - - MAXIMUM SPAN (L), WIDTH (W) AND CONCRETE ANCHORS SPACING • SCHEDULE FOR - COASTAL ZONE INSTALLATIONS.. CL 1 BCDGS. (EE NO NO ZONE) COEFFICIENTS TO DETERMINE MINIMUM QUANTITY OF ROO SUPPORTS AT OPEN POSITIONS (SEE NOTES BELOW) HEIGHT ABOVE GRADE-- SINGLE UNIT (W1) DOUBLE UNIT (W2) TRIPLE UNIT (W3) ANCHORS TO CONC 1 'Z 14` ` _'$2"'4•22:_ 4'' -'+'- 40• �.P't7'1" o fo' TYPE 1 TYPE 2 TYPE 1 TYPE 2 -!fa' TYPE 2 TYPE 1 p= I % 4'-4' A-re S- a 3 1 3-10: 13' :a B'-d •'-4 Btio_' 0-ae _f - re"ia - Ibwc ' a.ITat - 0.a . 19' b' . gr - Gt - r 1T• OLIr- a'.*" - D-r - - CF7* - -- e r':3 ='s`i.0 4 2-1 !ft 7' 6=d -tom _ - Ib'wc__ O.V S 0.06$ it-r' 25=•,5' 3d" T ' T '.T4 4'oi". 5 s- - rhd �!t'-E 4 IT"6t=._T t -td`'2=4 IG'oc._--- W'ac: - o. 185 " - 1E A0.1 .7_I0 4 . 0.-Z41 • 40711 8- ar 94- . ' 3.-e 7' Id 7- ET' 1 -1' D =?J t1e_ _T.. _t-1^ �_ iQ 1: 5" 1-1' 34:!4 l Pl cR o.-vr, - . • d 03aa. D=EN - L=2 .1.A.'. _0-d -c. ,_1.' 1, :At+��'- "s'-7" �� XT" t.4 - \_ - 1A" - •0 0252 a a76•4 *0 > ��' - - - - - - - - - - - - - - • - - MAXIMUM SPAN (L), WIDTH (W) AND CONCRETE ANCHORS SPACING CLASS 1 SLOGS. SCHEDULE FOR - COASTAL ZONE INSTALLATIONS . (INTERIOR ZONE) COEFFICIENTS TO DETERMINE MINIMUM OUANTITY OF ROO SUPPORTS AT OPEN POSITIONS (SEE NOTES BELOW) HEIGHT ABOVE GRIAb SINGLE UNIT (WI) DOUBLE UNIT (W2) TRIPLE UNIT (W3) ANCHORS TO CONC 10r 2d- 1•Jt" lG 2d _'$2"'4•22:_ Id -'+'- 40• A GO' 2`' ld -TY2L L TYPE 2 -TYPE 1 TYPE 2 TYPE 1 TYPE 2 ■ o- IV -- :d - -1.I- 4 -Z' 'L".0,4'3T 11-2.y'f -SQL .4- .0 ' -1' 4 b= , 5 21"%‘e•_J.JOe3 __Beast = al r al 0. o4 Ca -4` 1 . I' -4' F5 Cr Sd 4 2-1 !ft 7' 6=d (ol-?Gi .t.rf 0 = E,'d"9`S == lD'rF_ Is E` ' - 4'oi". -i 4 - 'Bbd- b- IG'oc._--- W'ac: - o. 185 Aowl '1' -1* ,t 29 -95' 1=0+ 8- ar 5 -1• 'ts 9'd 0 er-r 1 . "9'- ry - 6=('r' tee" (U•o.G. - tyri.CL_ - 0.201 a. o02) 7`-5* - 4 t - ' ' D' - a" D=EN - L=2 .1.A.'. _0-d -c. ,_1.' 1, :At+��'- "s'-7" �� XT" t.4 - \_ - 1A" - •0 0252 a a76•4 *0 d -o' > yam' - - - - - . - - - - - - - - - METHOD TO DET!SRIN6 NININIAs QUANTITY OP M30 SUPPORTS AT OPEN POSITION. 1. OETERNIN6 WHETHER INSTALLATION IS WITHIN COASTAL AND NON- COASTAL IONIS. 7. DST/MAINE INSTALLATION ELEVATION (TO TOP Or SHUTTER). 7. ESTABLISH SNUTTER•8 3IDTE (W) AND SPAN (L) IN PEET. 4. ESTABLISB TYPE Or ROD SUPPORT 10 S6 USED. TYPE • 1' OR nos '7 S. ENTER SCHEDULE AND FIND COIZFICI0M FOR TIM CONDITIONS NEIRION60 13 1) 7) • t). 4. DETERNIN1 W - RININUN NUMBER OF RODS REQUIRED AT OPEN POSITION. N- COEPPICIEM A W O L (ROUND Orr 10 THE NEAT GREATER WHOLE NUN8ER). ALWAYS USE R • 7. 7. DETERMINE NAEInt= SPACI SEMEN RODS USING THE FOLLOWING F06NULA, s •u I[t.l - M IW I TYPE 1 ANCHORS - 1 /4"66.,‘ I' 7. THLJ,- IOeR•atL.G TYPE 2 ANCHORS- 1 /9 I 'Ox - I/IO EA. 0 3* 1 f'1.4 OFS V4'9 x 1 • •• Lam. al.srlOr+O r ts.l,.,6,3A past -Q TYPICAL PLAN OP OUILCINO NES 1 A AW NNN L • W a. W . INTSR/ON $w3 a ff3 TAMS •N) 3N3 ZONI . TYPICAL CLIVAT/ON OP WALL ANALYZVO .mrs. We. 01 ... h /YO 3d.0•a1) GENERAL NOTES 1- Tha• shutter h.. been 'le.ien'ed in •cc050.nc• with the 19d0 nett, On of the Mouth Florid. Building Code -lefUUM 1991 tm.MmMta 3- All aluminum •ttru.lone t0 be bObJ - -Ib •1103. • II- All •IU-amas .nest -•tot to be j009 -M14 allow. • 4- All screws and bolt• tO 01 N14 -14 aluminum .1103 •tames• B3Ir3Mte4 •1••l 3- Into structure ha• barn deste to re-.In Coen for wand vslocatime no 5r-'ter than TS •.•.n. To ,.cur• for creates wand v.106111.4 In • clos•0 0ositiofn. rwmovo tube .0000.1•. (o, 0 •hutt•t down •110 1•sten an 01 a6• thr0 'L' b*. t0 _ho wllti _ b•• Aneh0r4 SO lonl•.tt td 01 I /. • • 1 1/4 Thundern•tl•. Ua •-ond N --Her Otto. o.n• or l /•' • t % /•• 341110 'IAA/ 1.1pin'. .t•tnl•s• •133 a t•IttMr•d SOME It shell be t3* •esoce the •eruetur•1 .0.00•c3 0 the new .1m*. aiO3ed wand t •ate. eF b•• .ch•dul•• na 1:0.0t•1 tO 00t•1n •• .W 4•1031• N11 •• •ncn08 .0•.nO. TAAL• N./ row ANTI/WINO TO SCNOOUL3 ElN eunolN3s CONDITION el.. «.0. SLOW.. O <NLL. eEd •.d W 0.0.033* •0IC•erre /3 Ad. LIMN .3r.I3l/ MAW 0.03 W O• • Poor. 3AnCLp1'0 CLASS M. 4 etas. N > IRO• 0.301000 0.A/ N /M•CMIY31 PS w13.L•w. 3NCLONNa CLA•3 AN• 30.03. N> i0• a.0 W ow amt. mfQ1MYM 61 -R. pwiArrieLLII •NCLOA3P :to. rrT MC war E5 • 1 W - MINIMUM W/DTM OP BLOW. (SOS TYPICAL 31.4114) W - MIM/NOM OP (WI W.) •' R. AND 7ONR:oiP/N.D •Y marms /OM •1•(333 rrove.•• 3LIV•r1 ON.) i INTERIOR 20N.: 03PIN30 a 1'163 w3MA1N/N4 AREA OP TIM WALL ANALf13O (133 TYPICAL .LNYATION) - h • 'lemon A•OV3 OP TOP OP ABEL S. 333 03P/NIT/ON Or ANATIALLY ENCLO930 •LDO0. Al 1••• l.P 3.0 /114 30n/ON, s3c710N too,. 1 I(1)(aa). 'ley of the uer-at hold*. to viers tr.. I [ 1.• 1 u.. . et,no •tructur• to Ratak.'. .• ,( • /*j•• lo.d. and to oeratr all Ot-en.IOn• ...0 ,Lon 50.41•1 zone Inst• one • and waothe of un1te to O. u•011 .e r 9- Owner to be rOWOn•161• f• prowldlno • suitable ol•tlor• Or 0.lc0n3 woes •acuring the unit durino n r•Icsne W*.n1n0•. T 11oYED AS.'.OYPLYINB WTTH TH un( FLORIDA BOLDING COOS TX coc / 19 ID UC CONTROL DIVISION LDI C.D. : COYPLNIICE OFPCE .EPT NO. 9Z -, s.Ir f (0 (- r) w Or 4 t) • CC (9 • OON Z O m 4 4-1210 Z w ui U wO w Z2Z o rl I: 0m z J G < 0W 3. 3 . a . 0 3 0 a . 1- z 3 0 0 us U3 H F 3 4 0 a In • 'COEFFICIENTS MAXIMUM SPAN (L), WIDTH (W) AND CONCRETE ANCHORS SPACING SCHEDULE FOR NON COASTAL ZONE INSTALLATIONS TO DETERMINE MINIMUM QUANTITY OF ROD SUPPORTS AT OPEN P091TIONS (SEE NOTES BELOW) HEIGHT ABOVE GRADE SINGLE UNIT (WI) DOUBLE UNIT (W2) TRIPLE UNIT (W3) ANCHORS TO CONC lG 2d 14.' Id '!2" 40• 440' G0• 4b' (Pd 72' 1d r TYPE 1 TYPE 2 TYPE 1 TYPE 2 ■ o- IV -- 4 ' 2./_2', - td'& - 4! 11-2.y'f .4- .0 .. -1' 4 b= , fi 4._:,D`ac. 21"%‘e•_J.JOe3 Loll t 1 it,' I' -4' F5 Cr Sd 4 2-1 !ft 7' 6=d 4=,' 6 -1` 0 = std == lD'rF_ o.oto5 00114 ' - =.: 25 = 99' _'C b- r6z' l r-.t. .:Zr.c"->It�• -it '1' -1* ,t 0.e t_rL fb'e_a` O.o4 -0. o19 1 . 97: %' O_1• - r=te '4` i'.'1` 4' - = 1D!!a- 0001 0.0210 St 4 a-: O!'rtfL XT" T *0 d -o' D'' 1' it 9 1:4 Be a bit'_ T- 1• .1' 4..6 -m` D =1' 7t 9" - Y - 4 - - trdo.4.. - I.Pji" 099 0, o fo METHOD TO DET!SRIN6 NININIAs QUANTITY OP M30 SUPPORTS AT OPEN POSITION. 1. OETERNIN6 WHETHER INSTALLATION IS WITHIN COASTAL AND NON- COASTAL IONIS. 7. DST/MAINE INSTALLATION ELEVATION (TO TOP Or SHUTTER). 7. ESTABLISH SNUTTER•8 3IDTE (W) AND SPAN (L) IN PEET. 4. ESTABLISB TYPE Or ROD SUPPORT 10 S6 USED. TYPE • 1' OR nos '7 S. ENTER SCHEDULE AND FIND COIZFICI0M FOR TIM CONDITIONS NEIRION60 13 1) 7) • t). 4. DETERNIN1 W - RININUN NUMBER OF RODS REQUIRED AT OPEN POSITION. N- COEPPICIEM A W O L (ROUND Orr 10 THE NEAT GREATER WHOLE NUN8ER). ALWAYS USE R • 7. 7. DETERMINE NAEInt= SPACI SEMEN RODS USING THE FOLLOWING F06NULA, s •u I[t.l - M IW I TYPE 1 ANCHORS - 1 /4"66.,‘ I' 7. THLJ,- IOeR•atL.G TYPE 2 ANCHORS- 1 /9 I 'Ox - I/IO EA. 0 3* 1 f'1.4 OFS V4'9 x 1 • •• Lam. al.srlOr+O r ts.l,.,6,3A past -Q TYPICAL PLAN OP OUILCINO NES 1 A AW NNN L • W a. W . INTSR/ON $w3 a ff3 TAMS •N) 3N3 ZONI . TYPICAL CLIVAT/ON OP WALL ANALYZVO .mrs. We. 01 ... h /YO 3d.0•a1) GENERAL NOTES 1- Tha• shutter h.. been 'le.ien'ed in •cc050.nc• with the 19d0 nett, On of the Mouth Florid. Building Code -lefUUM 1991 tm.MmMta 3- All aluminum •ttru.lone t0 be bObJ - -Ib •1103. • II- All •IU-amas .nest -•tot to be j009 -M14 allow. • 4- All screws and bolt• tO 01 N14 -14 aluminum .1103 •tames• B3Ir3Mte4 •1••l 3- Into structure ha• barn deste to re-.In Coen for wand vslocatime no 5r-'ter than TS •.•.n. To ,.cur• for creates wand v.106111.4 In • clos•0 0ositiofn. rwmovo tube .0000.1•. (o, 0 •hutt•t down •110 1•sten an 01 a6• thr0 'L' b*. t0 _ho wllti _ b•• Aneh0r4 SO lonl•.tt td 01 I /. • • 1 1/4 Thundern•tl•. Ua •-ond N --Her Otto. o.n• or l /•' • t % /•• 341110 'IAA/ 1.1pin'. .t•tnl•s• •133 a t•IttMr•d SOME It shell be t3* •esoce the •eruetur•1 .0.00•c3 0 the new .1m*. aiO3ed wand t •ate. eF b•• .ch•dul•• na 1:0.0t•1 tO 00t•1n •• .W 4•1031• N11 •• •ncn08 .0•.nO. TAAL• N./ row ANTI/WINO TO SCNOOUL3 ElN eunolN3s CONDITION el.. «.0. SLOW.. O <NLL. eEd •.d W 0.0.033* •0IC•erre /3 Ad. LIMN .3r.I3l/ MAW 0.03 W O• • Poor. 3AnCLp1'0 CLASS M. 4 etas. N > IRO• 0.301000 0.A/ N /M•CMIY31 PS w13.L•w. 3NCLONNa CLA•3 AN• 30.03. N> i0• a.0 W ow amt. mfQ1MYM 61 -R. pwiArrieLLII •NCLOA3P :to. rrT MC war E5 • 1 W - MINIMUM W/DTM OP BLOW. (SOS TYPICAL 31.4114) W - MIM/NOM OP (WI W.) •' R. AND 7ONR:oiP/N.D •Y marms /OM •1•(333 rrove.•• 3LIV•r1 ON.) i INTERIOR 20N.: 03PIN30 a 1'163 w3MA1N/N4 AREA OP TIM WALL ANALf13O (133 TYPICAL .LNYATION) - h • 'lemon A•OV3 OP TOP OP ABEL S. 333 03P/NIT/ON Or ANATIALLY ENCLO930 •LDO0. Al 1••• l.P 3.0 /114 30n/ON, s3c710N too,. 1 I(1)(aa). 'ley of the uer-at hold*. to viers tr.. I [ 1.• 1 u.. . et,no •tructur• to Ratak.'. .• ,( • /*j•• lo.d. and to oeratr all Ot-en.IOn• ...0 ,Lon 50.41•1 zone Inst• one • and waothe of un1te to O. u•011 .e r 9- Owner to be rOWOn•161• f• prowldlno • suitable ol•tlor• Or 0.lc0n3 woes •acuring the unit durino n r•Icsne W*.n1n0•. T 11oYED AS.'.OYPLYINB WTTH TH un( FLORIDA BOLDING COOS TX coc / 19 ID UC CONTROL DIVISION LDI C.D. : COYPLNIICE OFPCE .EPT NO. 9Z -, s.Ir f (0 (- r) w Or 4 t) • CC (9 • OON Z O m 4 4-1210 Z w ui U wO w Z2Z o rl I: 0m z J G < 0W 3. 3 . a . 0 3 0 a . 1- z 3 0 0 us U3 H F 3 4 0 a In • HEIGHT ABOVE GRADE; 29 3V E. Lit —J: pEr( •c•91T10N UPTO Vb MPH WIND L.06D3 - - - - -_ = ct. oa6D Pot 1TION 61aE. TeR -f12 Mt14_(1[LgLL'11,0503_ r/ 0 i J'v U Ni - r_ ►d.�I Nom' QPe, -� P�SLTLSt± L4rTo "TO PIPP+ WINO boat ___ "G1.0760 fO 91TIcq-4.5REar T, 7 79 NP I,t y iNQ?dA . S t (in.) - 72 12 12 U0 :4 vac_ OR NON COASTAL ZONE St (In 30 4 )• )CO ) \ � — r ___ �.. T+• 01 A•s Leo m..c. oIR a.+• NO�SS I- 7sG �•ex• v-' 'w1 a. a - e:4 '�' .+ =c�Pe�J"G JP+ 91,ser �J 2. -"ea ...A... •91'tOG,..I.i_3 •91 s..0 ° es 0.. mac. - r��_= C9„ MAXIMUM SPACING SCHEDULE FOR 31, J, t.. , T) , J COASTAL ZONE SI fin.) St (,n.) D __ O 'b0 449. +!G 4B 24 ( 0 : r 01 , =_ ' rQJ > ✓NJ.= J-+: , ° Lt"s(��sT'Ipr -± 10.ryftr.rat ' LJ1 D G/Pd..7R G• wW. LOY W..°J" Pled Iv= , .rf,l.� aR f7.b'W0 ,.LO.•,..•, rt oR.v� o•w9 .511113 Acit . • 4.dr . .j) .'7 1.q . P t_ ssT H I N OH l e-kq_ H = T>rfTN u r-t ' LI " C:2,• L. to �" or•Gr.) L, 2 • t.d.+ q 3 II t7Ov31--0. Gllaa. 1 ' 4 ''-'41=3- __ A t.-r - GJGRE1.v & , , L1JF =NUT EGTI_ ' N �E.7 A�•51T.o1.+ ',.J6eC7 rvR w,r.,0 _•.24 �3 .4.! , +4.7 0 _ ..1. S7 M Tsnr,.•+ ••4a14, ' I /yd I'/4• Tr�uw =cc DiY�O,- ,O�e•••ru..H •Z �^••E ArF� .'E EGJ�C 4:42 .g or+ SPOT. 7� [OMf• 00.41; aac i....1177 .2 1-4•.. • L MeMQ 1 610 41.004... i ...•A s wa.l (4 r'L �aP GbrT' 4 .* 2 ♦l. G rp To rR+.r■ - 1 /4 m 0 /0 " OfrR Ti...pirr on4.A 4. 0 .A. -4 0 .4 % , 2 M.. =R D =Tit. I t 1 1 ,44 x 2 %•1' 5.+5 w/ HE7Ak- •. GLD (46C �c+•E�u. -i Fcaq G 7 N-r P.7 -+ = 4 TH 2- '- t,''s ,...'. - rtyrurre •' La. x r7 /.&•L• =:aR 2. 7 1i'Oar ••+ qop. t7 = - rd. N T- . I' Z u r+1t MtJR ,1 i. - ff 4 I IL' •_A -, - 2.3b_ I I , . woo 1 - 1.00• 'S 1 r 4 r' I3 Pt.a.I 4 HI a tt_ ILT $. .014• EL.Evai Or'+ Q' /2 0 5 W/ Mera/. 'SCE Foul vr+ar.,.•rl) /5GC oc+¢ E RAC, .Y�� 2•1(e.40 ALL) .4. 'VP P.`+sT'S APPROVED AS :0)0LriNB WITH THE SOUTH FOAM MOOG CODE MIT -7.74. a / 19 S, B11 MAXA.(�/ PROD CONTROL DIYISCN - _ BIALMO 0= 0:101.0.NCE OR'.CE AC_EPTm L NE e1-403/AR rewrap nO 92 -42 `d. - d t. 0 I 6- .talr ^t. p.p n/./eTS ° AU.oT LTJ.•0106 Ste. /NO AT �j..rp•J 2 oLcrit. e"o zoI.1E 2 • 'YIr•OA.L /wr .r E 4 . pp AT o w a sloe or/LT r. Gel= ^ L = 1 - — — f74n�.rrOeR or el.o� - - - -- SECTION A —A PULL sum■ ■ II 11 1'1 II u x4xy4•s..ts q II II 1 fy0/LO4. e 4CM 5105 I I I Pfl i Il f i g — I ' , 1 I I it I ,,. -- - - - - -- _--- - - - --1 _c`' i _ _ —_ — : �( — tL = _ _ �___ 2• 10 5 7777 777• f m TT. 0 Ws 3r. *C.10V••E DOUBLE UNIT 104x/ /x• 2'5 L x 0.099 =/' ALUM. AN4'/.e rrP /C84 AT BACK CORNER PtAJA CONC2 /re ReGlI/Reo (714.) ' • o , AWCNO¢S 205 /.1or5S . :. 3LJIe0ULG. SW. N.3 06 • ° 0•�� a lYr /CAL 0401 5104 TYR ToP 4 earn O A ^ ..AY ,74-4T oat 6 [IV�J `ITr`J° )<IIISTiNa DETAIL A . -- TYPICAL AT ALL MULLION JOINTS \ \\� SECTION B— STORM POSITION Rutt sure '. o• Va • t.. was' OPEN POSITION APPROVED AS 17MP.YtN9 MIRH THE. SOUTH R OND11 BULLING COOL DAIS / 19 BY comm. DMSAIN BUILDING CJDE COMPLIANCE OfnM ACCEPTANCE N0. 91 -Qf /B. 9 �orlr. (2') ANCNORS P40 p/2AC./gtr A1U - i .I NS4 a.+. - . . g.: .1. I 4 250 . I. 25. .125 I .034 --4. .173 II .134 •125 FRAME O .044 .OAS 9 • • ISO .0/O N WSW' 14.8. Z. .144 1.0 .04A 0.0. OITA 0430 rre .052 t .044 TYR .128 Trot 4550 /.000..;.1 0.125 TYR 0 OAS CENTER MULL FRAME O a. 43■ 0175 .144 1. a .244 0.0. .052 T (j 2 7 41 L O 1.74G 2,41 .47. M p 004 R .074 .025 5 (51 40+ omo .•4■ /.0. • 245 0 .0. .IO COMPONENTS FULL) SCALE 4 ALS. 0I145. 11 INCHES g f/l FRAME CAP .° CHANNEL _ INSERT AG TUA1 _ 1.623 HOLLOW LOUVER BLADE - ® : 2:% I 040 WALL .1251.0. (z) .t5o 0.0. (2) .073 RAP. - MALE HINGE _ v') - F.EMALE NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. 320A O STATE OF FLORIDA: COUNTY OF DADE: 93R 174302 1993 APR 07 10.53 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: / 3 S W5 94 5T m1 A - fr 1 v,e , h 33►3 2. Description of improvement: t7V57711_L'rr0 (Fr 141/ 441 S / f✓ P - 6124 3. Owner(s) name and address: & (/✓rC u eini S o A.) (36 ST M mteni jtiva�s Ft 33/3o W7 " S q /0 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 49/6//J$ d' ' ‘ 4,IA✓rrt� CO goo niw % sir, M (etiv k r 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 I Sta1utfs, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statute. Name and address: 9. Expiration date of this Notice of � (the expiration date is 1 year from the date of recording unless a differ • - •specified) "IIII -. - ■NM /A i/ • Ignature o Pri • -rs Name /I & tV /LJ99 —Gi Sworn to and ,subscribed before me this V day of 1 A_"__ 19 1.; . Notary Public Print Notary's Name l e h d / A . &ra n w e ! 1- (-erc° My Commission Expires: . " 'L ' y • BRAHWCLL CERuu MY COMMISSION 4 C(; 201705 EXPIRES June 29, 1995 BONDED TNRU TROY FAIN INSURANCE, INC. Prepared by: Address: P1ieri/ it 33/G i MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyal of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herespg&ified or not. A copy of approved plans and specifications must be at building during progress of the work. / �✓ 7 , r ! t /..; p , ; , ' F� fli Date - p� 19 Owner's Name and Address / `wl �� d �� ' No Registered Architect and /or Engineer Name and address of licensed contractor L ; 4 2L ° "" Locati an4leg escription of lot to on: Lot__,,, °' '' B lock. „,, , r. yr. Sub Street and Number where work is to be done_L,. State work to be done and purpose of building (by floors)__ 1 I PLANNING BOARD__ __ . DATE Chairman Member Member Member . Member _ .__ Member . Council Approved _Date Disapproved and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kin gm >ion Roof Covering._ Estimated Total cost of improvements $_ ”` ` i Amount of Permit $ Zone cubage required plan Cubage_ Distance to next nearest building ______Size of Building Lot Maximum live load to be borne by each floor___ - I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent t o- - - - - - - - - - - - - -- - . - - . . The undersigned applicant for this building permit dots hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contrao ot�'i�s or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on, the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such l�Co ac�¢rs, or' work to be - performed under this permit, as are licensed by Miami Shores Village. / n / , Remarks (Signed)_. STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No._1 " ________ __________ _ Date Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida d � , (Signed) Building Inspector My Commission Expires_ __ ... Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. F Date Job Address i s j L 4C 4 I Tax Folio � l '° .32L.k1 `Ld H. ) 7 t., Legal Description Owner / Lessee / Tenant i2u2 T F. 1 ( ( �_ j i1`l�f ,+ , - 1Z Owner's Address Contracting Co. Qualifier e. - r? el - c lipreu?SSS# Phone (5o & ` s-1-- 112 S3 State # Municipal # Competency # 14S Ins.Co. Architect /Engineer , / 4000 O Address 6595 All,r • 36 vT Bonding Company Address Mortgagor Address Square Ft. OWNER'S AFFIDAV be • _• • i comp aut . +• 1e t • a fi "MEW I li Date Notary My Co ** * APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 6 0,0 fir Ci.t Permit Type(circle on WORK DESCRIPTION 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. T: I certify that all the foregoing information is accurate and that all work will lance with all applicable laws regulating constr - and zoning. Furthermore, I ove -named contractor to do the work stated. sion E * * 1 II FEES: PERMIT ` Tv • BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN TQ_ /a)L1 or? / /6 do President QN han4en EXPIRES: October 28, 2001 onded Thru Notary Public Underwriters * * O t Estimated Cost(value) Master Permit # C \te :ificS Phone 1 " -1 j j f L� 4// Address L.1 vl-1 eea/X! 5/7 ,#,'t - . • Ate. Al Alhi e: . &t••t�i�� � I I i mtdo I ssamplt Z 9 EXPIRES: October 28, 2001 Bonded Thru Notary Public Underwriters * * jBuilder Owner- Builder ** RADON C.C.F. NOTARY " TOTAL DUE Fire Other Zoning Buildin • �f Electrical Mechanical Plumbing Engineering NOTICE .OF _.:._. N A RECORDED COPY MUST BE POSTED ON THE -JOB SITE.AT.TIME OF IRST INSPECTION TAX FOLIO NO. i 1 `> ., 1 C 0/ 3 c) PERMIT NO. 99R34 7 256 1999 JUL ire 13:54 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property. Ind in accordance with Chapter 713, Florida Statutes, the following information is provided 'in this Notice of C mmenceme t. _ 1. Legal description of property and scree! address: 3 - 5 / 2. Description of improvement: ____I15_La11atiQt>_af It ane Fhut't ers 3. Owner(s) name and address: / 5 Interest in property: Name and address of fee simple titleholder: 1 � 6. Lender's name and address: • different Notary Public Print Nola r -W me f yr c ' 4 . Contractor's name and address: Roi.)inson a tsl .:;r r1if111.:-Ler coiu a nY— SLr ( t : Miami, Pr, 3 3 1 , 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $__ 4 :3/30 CC--RTIFY }ha' Ibis is a fre cpnj+la1 • • :NW In thIS Mce o E / .G6 Q 14 day • ! j A D i9 •491IsS bond c: d Official Seal. aVE'r RUVIN CL;: K of ' _ and Count 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 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 specified) smote • - �' Print Owners Name - ) <: C� ( F - �V / A AA(r "-- "� �g Sworn to and subscr)k 1 d)before me this, L ` 1aY of /-c--,‘G. 19 ,8431-,, Bonded Thru Notary Public Underwriters Prepared by: Dew ah Cover L Address 8400 NW 96 Street _L1i a1nJ , I: 1 .3 11 1201.52 2193 PERMITTING LAYOUT SHEET j sf 1' A /la rs T� Address SP18 97- 0205. SP20 98- 0915.03 ECONO 98- 0722.02 .050 BERTHA 98- 0817.16 IMPACT 97- 0819.02 MEGA 97- 0612.03 RU 63MM 97- 1202.03 RU 40MM 97- 0912.05 BERMUDA' 98- 0720.01 HOMESHIE! D 97- 0212.08 / a-3.5 Q_ $ �2;� � �s �•� 33 3r �,r SON `. & S HL:TTER 1 CO. & __ 7 / ,/b � fb S400 N.W. 96th St. bfiar. i, Fl. 33166 (305) SS -1125 Salesman J Opngd Product) li 1 4 5 6 2 5 I 26 27 Mean Roof Heigh Date Yom" 339 SO X 0 -75 S 13 2t 2 i I 24 1 Cromer 6J / f�1!/J'yj�S�'��L� Folio = 11 3 3 5 j I Color Tot_ al Sc. ;aster Permit r Sq.Ft. Shee... /of ,2 i //c" I Drawn � & SONS sgoTTER co. ROBINSON & SONS SHUTTER CO. 8400 N.W. 96th. STREET, MIAMI, FLORIDA, 33166 DADE 884 -1128 • BROWARD 525 -4977 • Fax 884 -1007 TOLL FREE 800 - 626 -8173 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM BUILDING OFFICIAL: We are the Dade County Notice of Acceptance Holder for IMPACT RESISTANT BERMUDA SHUTTER under number 98- 0720.01. This letter authorizes Robinson & Sons Shutter Co. to use our IMPACT RESISTANT BERMUDA SHUTTER approved under number 98- 0720.01 to be used at the following job. OWNER: ADDRESS: Sincerely, Bernd -'.fir - r rews Pres na ce- President, Sales 1. " 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. tifETR0D I (U + W y �MS0A) 1 �LL Ii'1 PRODUCT CONTROL NOTICE OF ACCEPTANCE Robinson & Sons Shutter Company 8400 N.W. 96 Street Miami, FL 33166 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 Your application for Product Approval of: Top and Side Hinged Impact Resistant Bermuda Shutter under Chapter 8 of the Metropolitan 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., P.E. 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 ammendments 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 tails to meet the requirements of the South Florida Building Codc. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 98-0720.01 Expires:08 /31/01 Approved:09 /24/98 Internet mail address: postmaster@buildingcodeonline.com Raul Rodriguez Product Control Supervisor 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 Codc Committee to be used in Dade County, Florida under the conditions set forth above. s lir anger, Director Building Code Compliance Dept Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Robinson & Sons Shutter Company ACCEPTANCE No.: 98- 0720.01 APPROVED .1EP 2 4 19° EXPIRES August 31, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises and renews the notice of Acceptance No. 95- 0404.03, which was issued on August 31, 1995. It approves an aluminum top or side hinged type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The aluminum top or side hinged type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -175, titled "Impact Resistant Bermuda Shutter," prepared by Tilteco Inc., dated July 9, 1998, last revision #2 dated 08/28/98, 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 top or side hinged 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. II 4. iv(dt Helmy A. Iakar, P.E.- Product Control Examiner Product Control Division -2- Robinson & Sons Shutter Company NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 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 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 other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF' THIS ACCEPTANCE ACCEPTANCE No.: 98 - 0720.01 APPROVED SFP 2 4 1998 EXPIRES August 31, 2001 Helmy A. Makar, P.E.- Product Control Examiner Product Control Division -3- MEAN ROOF HEIGHT (h) NON COASTAL ZONES COASTAL ZONES EDGE ZONE (ZONE 7) END ZONE (ZONE 6) INTEROR ZONE (ZONE 5) EDGE Z0"JE (ZONE 7) END ZONE (ZONE 6) INTERIOR ZONE (ZONE 5) >60' -70' 116.5 86.8 57.2 153.1 114.1 75.1 >70' -80' 121.2 90.3 59.5 156.8 116.9 77.0 >80' -90' 125.8 93.8 96.6 61.8 L 63.6 160.6 164.4 119.7 122.5 78.8 80.7 >90' -100' 129.6 > 100' -120' 136.2 101.5 66.9 170.0 126.? 83. >120'-140' 142.8 106.5 70.1 175.6 130.9 86.2 >140'-160' 148.4 110.6 72.9 180.3 134.3 88.5 >160'-180^ 153.1 114.1 75.1 185.0 137.9 90.8 >180'- 200' 157.8 117.6 77.5 188.0 140.7 92.7 >200' -250' 168.1 125.3 82.5 197.2 147.0 96.8 >250' -300' 176.6 131.6 86.7 204.7 152.E 100.5 >300' -350' 185.0 137.9 90.8 211.3 157.5 103.7 >350' -400' 192.5 1 43.5 94.5 216.9 t 61.3 106.7 >400' -450' 199.8 148.9 98.1 221.6 165.2 108.8 >450' -500' 204.7 152.6 100.5 226.3 168.7 111.1 MEAN ROOF HEIGHT (h) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 10 FT2.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 20 FT2.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 30 172.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 40 FT2.) COASTAL d NON COASTAL ZONES (IR/BLITARY AREA - 50 F72.) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) ENO ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) ENO ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTER /OR ZONE (ZONE 4) 0' -15' 61.5 47.8 57.7 45.8 55.5 44.8 53.3 43.9 51.1 42.9 >15'-20' 66.9 52.0 62.7 49.8 60.4 48.8 58.0 47.7 55.6 46.7 >20' -25' 71.5 55.6 67.0 53.2 64.5 52.1 62.0 51.0 59.4 49.9 >25' -JO' 75.3 58.6 70.7 56.1 68.0 54.9 65.3 53.8 62.6 52.6 >30' -40' 81.5 63.4 76.4 60.7 73.5 59.4 10.6 58.1 67.7 56.9 >40' -50" 86.8 67.5 81.5 64.7 78.4 63.3 75.3 62.0 72.2 60.6 >50' - 60' 91.4 71.1 85.8 68.1 82.5 66.7 79.3 65.3 76.0 63.8 BUILDING'S MEAN ROOF HEIGHT V.S. NEGATIVE DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT EOUAL OR LESS THAN 60 FEET (APARTMENT BUILDINGS & RESIDENTIAL HOMES) DETERMINATION OF POSITIVE PRESSURES BASED ON NEGATIVES SHOWN ON CHART (o) FOR BUILDING WITH MEAN ROOF HEIGHT EOUAL OR LESS THAN 60 FEET : FOR END ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.80 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR INTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.94 TO OBTAIN MAXIMUM POSITIVE PRESSURES. i (b) FOR BUILDING WITH MEAN ROOF HEIGHT GREATER THAN 60 FEET : FOR EDGE ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.50 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR END ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.66 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR INTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES BY 1.00 TO OBTAIN MAXIMUM POSITIVE PRESSURES. BUILDING'S MEAN ROOF HEIGHT VS DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT GREATER THAN 60 FEET (APARTMENT BUILDINGS) TRIBUTARY AREA : WINDOW OR DOOR OR SHUTTER AREA (AT) AS APPLICABLE EXCEPT THAT FOR FREE STANDING STORM PANELS T) PANEL SPAN (It) x PANEL SPAN (It) - 3 NOTES : PROFESSIONAL ENGINEER SIGNATURE AND SEAL INDICATED ON THIS DRAWING ARE ONLY APPUCABLE TO GENERIC WIND LOAD CHARTS BASED ON AS.0 E. 7 -88 SECTION 6, REOU /REMENTS FOR A FASTEST WIND SPEED OF 110 m.p.h. & 1.05 IMPORTANCE FACTOR. SPECIFIC WIND LOADS MARKED OR HIGH LIGHTED ON THIS GENERIC CHART BY THE CONTRACTOR FOR AN SPECIFIC JOB. AT THE TIME FOR APPLYING FOR A PERMIT, AND DETERMINED BASED ON AA/ SPECIFIC MEAN ROOF HEIGHT, WINO EXPOSURE, AS WELL AS EDGE, END OR INTERIOR ZONE, HAVE NOT BEEN ANALYZED BY TH1S ENGINEER NOR THEY ARE BEING CERTIFIED BY THIS ENGINEER. SHOULD THIS CONDITION NOT THE ACCEPTABLE BY THE BUILDING OFFICIAL, THEN THIS SIGNED AND SEALED GENERIC WIND CHART SHALL NOT BE USED TO OBTAIN ANY PERMIT WHERE SPECIFIC DESIGN WIND LOADS ARE REOUIRED TO BE CERTIFIED BY A PROFESSIONAL ENGINEER. DADE COUNTY / IL ECOmc.� TILUT T['SThNG & ENOINEER1NO COMPANY f.545 M,17. 7611.. S>< 117, WOW CARDOIS. argrayi 73166 A1...: ()65)671 -1570 . Fm : ()05)871 -15 7 11 WAL PER A. J7 LIT Jr.. P. E. FLORIDA Lic. / 44167 ASCE 7 -88 /WIND LOAD SCHEDULES As sNoWN suer 2 Ilf mvaA1 04.11 7/11/17 art - MIT 5//7/95 VAT£ DRAWING No sxrr7 1 or I MAXIMUM DESIGN PRESSURE RATING (p.s.f.) TOP HINGE W/0 STORM BARS WALL MOUNT (SECT. B ON SHEET 3 OF 9) TOP HINGE W/0 STORM BARS W/ BUILD OUT SECTIONS 8 & C S ON SHEET 4 OF 9) TOP HINGE W/ STORM BARS WALL MOUNT OR BUILD OUT (SECTIONS 8' & C' ON SHEET 6 OF 9) SIDE HINGE W/ STORM BARS WALL MOUNT (SECT. X ON SHEET 7 OF 9) Max. SPAN L (Ft.) Max. WIDTH W1 (Ft.) Min. SEPARATION TO GLASS Max. SPAN L (Ft.) Max. WIDTH W1 (Ft.) Min. SEPARATION TO GLASS Max. SPAN L (Ft.) Max. WIDTH W1 (Ft.) Min. SEPARATION TO GLASS Max. SPAN L (Ft.) Max. WIDTH W1 (�) Min. SEPARATION TO GLASS +75.0, —1D0.0 72" NO UMIT • 4 7/8" 72" NO UMIT • 4 7/8" NO UMIT •• . 96" 2 1/2" NO UMIT •• 96" 2 1/2" , MAXIMUM DESIGN PRESSURE RATING (P.s.f.) 7 OF MUM OR NCHOR SPACING FOR CONNECTION TO CONCRETE OR MASONRY WALL. +75.0, —100.0 6" 0. C. MAXIMUM DESIGN PRESSURE RATING .s f. AND CORRESPONDING MAXIMUM SPAN "L" VERTICALLY & MAXIMUM WIDTH "W1" (HORIZONTALLY) SCHEDULE FOR TOP & SIDE HINGE SHUTTERS W/ & W/O STORM BARS. • HOWEVER, MAXIMUM DISTANCE BETWEEN VERTICAL MULLIONS W SHALL NOT EXCEED 24 ". REQUIRES MIDHEIGHT STORM BAR 0 WHEN MAXIMUM SPAN "L" (VERTICALLY) EXCEEDS 36" ADDITIONALLY, MAXINUM VERTICAL DISTANCE BETWEEN HORIZONTAL STORM BARS SHALL NOT ' EXCEED 36". • MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SCHEDULE IL TIL11T TESTING & E110INEERNO COMPANY M96 no r; 1L 217 1r11CIM GA (16. RDW 331" fllo+r t (OSK7$ -1'170 . far (3()V151 WALTER A TL11T Jr., P. E. FLORIDA Lic / 44187 IMPACT RESISTANT BERMUDA SHUTTER ROBINSON & SONS SHUTTER CO 8400 M.W. 96911. ST. who. n. wee 1 •OC /11011 CID 114-JX1 MOM BY 7/0•/1• 11/3//•6 APPROVED AS COMPLYING WITH SCUT' FL RICA BUILDING CODE DAT PRODUCT C0 /OL D.V S ON BUILDING CODE COMPLANCE OFFI_ ACCEPTANCE NO. QS — OW) • 0/ WIC•11/a OA Sal HE E DE COUNTY SCALE 7/09/98 DATE 98 — 175 DRAWIMO No SHEET 9 Or 9 SINGLE UNIT PLAN OPEN POSITION: UP TO 75 mph. WIND VELOCITY. 11111 met"' na ILO JI \ DETAIL 1 DETAIL 2 MULTIPLE UNIT PLAN OPEN POSITION: UP TO 75 mph. WIND VELOCITY. DUSTING WINDOW DETAIL 2, 2A E=TNG WINDOW DETAIL 1 // T/ • (OCTAL 1A)/ Y NW' 60. 8011 ATTACHED TO FRAME FDR W VELOCITY > 75 m.p.h. (DETAIL 2A) W/ I/ • 6oLT w NOLLYJACK NUT • 6 0. C. ATTACNED TO FRANC FOR WND vf.LOCrrY > 75 m.p.h. DETAIL 3 / \ / POURED CONCRETE OR Conc. BLOCK WALL REQUIRED POURED CONCRETE OR Conc. 8100( WALL REOURED DETAIL 4 POURED CONCRETE OR Conc. 8100( WILL REQUIRED DETAIL 5 / 2 CONCRETE ANCHORS (2) 3/16 • Num. POP RNETS DETAIL 3 AS COMPLYING NI:TH THE (� Ft RIDA BU!LOiNG CODE %.. :�1Q.� �.•� L 19 B( PRODUCT CON OL DIV':S:ON BUILDING CODE COMPLIANCE OFFICE . ..� 9a-Qpo L W/ MOLLYJACK NUT TO O • SINGLE UNIT PLAN CLOSED POSITION: GREATER THAN 75 mph. WIND VELOCITY. EXISTING WIIOOW MULTIPLE UNIT PLAN 11 %% DETAIL 1A CLOSED POSITION: GREATER THAN 75 mph. WIND VELOCITY. POURED CONCRETE OR Conc. BLOCK WALL REQUIRED EXISTING WNDOW lie • s. S. SCREW W SPACER INTO RAWL - ANCHORS • 2e 0. C. DETAIL 4 / IL ECO INC. \ TILUT TESTING It ENGINEERING COMPANY 1115 N.V. .51 .. 11.. St* 217. MONA CMOO mom. 15180 Phone (305)6.71 -1530 . ra : (305)e7I - 153I WALTER w MAR Jr.. P. E. FLORIDA Lk. / 4.4167 WA. NO DETAIL 5 IMPACT RESISTANT BERMUDA SHUTTER SIDE HINGE SHUTTER ROBINSON & SONS SHUTTER CO. 6400 N.W. 96111. ST. MUWI, 1 33186 INSC MINIM OLD u -3015 GENERA/ ONVI 7/06/16. 212/4/16. SEE DETAIL 'If RN. IN 1 SEE DETAIL 'if POURED CONCRETE OR Cone. ?(OCK REOUREO POURED OR Conc. REQURED DA WALL CNOCREIE 8L00( WALL 1 4'• S . S. SCREW w/ 5 SKIDS. RA21'L CALK -N ANCHORS • 24' O. C. W/ MOLLYJACK NUT TO • C 0. C. DE COUNTY SCALE 7/09/98 DATE 98 — 175 DRAWING 14o SHEET 8 OF 9 POURED MACRETE 00 CONCRETE BLOCK REWIRED. 00( 6) REOURED FOR WIND VELOCITY > 75 m.p.h. CONCRETE ANCHORS SEE NOTES & SCHEDULE SHEET 9 OF 9. SECTION X - X STORM POSITION WIND VELOCITY > 75 m.p.h. RNA" • 801.1 W/ MOLLY}ACK NUT O 6 O. C. ATTACHED TO FRAME FOR WINO VELOCITY > 75 2 RAW. CALK -IN ANCHORS 10 WALL EACH ANGLE ELEVATION DETAIL M /Ix / IL ECO TLL.JT TESTING t ENGINEERING COMPANY e995 N.1 34th. }„ 11. 717. 00{ }Y comm. ,L0•0 33100 IN.em : (303)071 -1330. F... (3357674 -1531 WALTER A. nun Jr.. P. E. FLORIDA Lk. / 44187 IMPACT RESISTANT BERMUDA SHUTTER SIDE HINGE SHUTTER ROBINSON & SONS SHUTTER CO. 8400 N.W. 9611. Si. I L& I, n. 33168 NV. MO 2 r7COI.ON DIA N - 303 CPC Ra WAIT 7/D9 /96 4/71/94 tNv. W 1f0W0.1 MR 2 / 6 5)8' 5. M. s TYPICAL EACH POE. - --(SEE SCHE DULE) ETISTI WI NDOW POURED CONCRETE REWIRED ( CONCRETE ANCHORS SEE Notts t SCHEDULE ON 9EET 9 or 9. w)EN 1. > 3' - 0' & t111D VELOCITY > 75 m.p.h. 1/4' • BOLT w/ MOLLYJAC• NUT TOP & BOnOU 0 EVERY VERTICAL MULLION v d O )0•@ REWIRED 1 R > 75 m.p.h_ 3/16 • Alum. PCP RIVETS • 12' 0. C. Q�KY FOR CASES WHEN G IS PERNA){NTLY ATTACHED TO 51107(6 AT OPEN POSITION ® REWIRED • MO- HEICHIT WHEN WIND VELOCITY > 7S myh. w r l� 6 8 • O 0 0 O 0 X • w wl (24" No..) IA0LLYJACK NUTS SEE SCHEDULE 0 6" 0. C. (TYp.) 4. 000 "1 I1. • 0 REOUREO FOR 61140 112.00ITY > 75 m.p.h. • 1 CLOSED POSITION SINGLE UNIT ELEVATION 0 O 0 0 2' . 7' • 0'-6" W•... (6063 -78 AoOY) AUm. ANGLE W / 8' 7HIK7ESS FOR UP TO 48' wet S»U17CRS AN4 1 /4- FOR LIP TO 96' w0E SHUTTERS O (SEE PLAN ON 9 8 OF 9) \ 5 / 12 • 3/4" 5. S. S. 14. 5. TO W/ I /4' 0 80(1 w/ NOLLYJAOK 1 NUT 0 6" 0. C. ATTACHED TO FRAME FOR 1113 VELOCmt > 75 N..p. REOURED FOR amp YELOCnY > 75 m.D.h. © REWIRED 0 180 - F(1GHT WHEN 1 > )' -0" & j•No • IELOCDY > 7° m.p.h. 3 SEE OETAI TTp. EACH ET7 2 1 6 . 5/6 S. M. S. AT EACH HOLLOW TOWER BLADE (TYPICAL). Z r z � < O Q w/1 {4" • BOLT w/ MOLLYJACK NUT • 6 0. C. ATTACHED TO FRAME FOR WNO VELOCITY T. 75 n..P.h. R 0 O 0 KILNJACK NUTS 0 8" 0. C. (7)7.) ELEVATIONS N.T.S. b 1 6.000' 3.000- !! PLAN : WALL MOUNT 2 RAWL CALK -N ANCHORS TO 94411. EACH ANGLE 0 0 • 0 O 0 O 0 WI (TOTAL WOTH) SEE SCHEOLLE CLOSED POSITION MULTIPLE UNIT ELEVATION POURED CONCRETE OR CONCRETE BLOCK WALL REOUIREO 2" . 7' . 0'- 6' MO.. (6063 -16 ALLOY) Alum. ANGLE W/ 1/6" THIKNE95 TOR UP TO •8' WOE SHUTTERS n AND 1/ razz UP TO 96" WOE SHUTTERS 5 / 12 • 3/1" 5. S. 5. M. S.TOco ° w (24 +AO..) w/ 1/4 0 8017 w/ NOYJACK 1 II NUT 0 6' 0. C. ATTACHED TO 6RAA1 FOR wrap VELOCITY > 75 m.p.h. 0 0 MEN • O 0 ( PLAN ON SHEET a Or 9) 1 • • O 0 0 SEE DETA& 9HEE 2 OF 9 USING oNN s 5 0r 0 9 WHEN USING Comp. 4 OR REOURE° FOR wllD Atom > 75 n,.p_h. A.'PRrciEri AS JOCIi 8 OA TreS , . iJ :L: NG CODE ar l'ROL'UCT CO!': Di /- etELD1NG CCDE COMPLIANCE ACCEPTANCE NO. P,I'L OFFILE D_72Q.Zi_ DADE COUNTY SCALE 7/09/98 DATE 98 - 17 DRAWING Ho SHEET 7 OF 5 STORM POSITION N./. s. WIND VELOCITY > 75 m.p.h. SECTION B' - B (WALL MOUNT) POURED CONCRETE OR CoNLRETE Eton( REOIJRED. /1 iU NC .\ T LUT T[STINO & [MOINE[RINO CONMNY 0098 N.•. 3.8• 7i- St. 717. V•100a• CMgNS. E(O••■ 33101 •oT.: (301)/'1 -HS30 . 1•• (30))11 -1531 WALTER A. TACIT Jr.. P. E. 110RI0A Lit. / 44167 IMPACT RESISTANT BERMUDA SHUTTER TOP HINGE SHUTTER ROBINSON & SONS SHUTTER CO. 6400 N.W. 961h. ST. MIAMI, n. 33166 4•. M • NR T/02/96 0/71/90 a OL0 •a- )06 EE 0•t /tYn►1H/N NR Po REO CONCRETE REOLJ•REO CONCRETE ANCHORS SEE NOTES • 6 SCHEDULE ON SHEET 9 Or 9 CONCRETE ANCHOR Cont. POLNE0 CONCRETE OR CONCRETE BLOCK REOUREO. 1/6' • 1/2' Num. P08 RATS 0 1' 0. C. PULL LENGTH. Cont 1' • PPE. 1. .065' CONNECTING PIPE 32' 0. C. Noy. t a' FROM EACH END. 1 /4' • -20 BOLT OPEN POSITION N. T. S. WIND VELOCITY < 75 m.p.h. (4) 1/5" • 5. 5. POP RVETS/H1NGE 0 1/2' 0. C. W/ 1/2 EDGE DISTANCE EACH 50E. (2151010 WINDOW 2/6.5/6'5. TYPICAL EACH 90E. Cont. POURED CONCRETE IEOVIREO CONCRETE AKCHOPS SEE NOTES f SCHEMA O1 S/EE1 2 O1 9. //2///// 0 y m Cont. Con Cont. 1/6 • I /7' Morn. POP RIVETS • 4' 0. C. RILL LENGTH. REOUIREO 0 %WEN 3' VELOCITY > 1 /4' • BOLT W/ MOLLYJACK NUT TOP • BOTTOM • EVERY VERTICAL MULLION C ont. D1IEIG 0' & •11 5 w/ 1 /4 - • BOLT w/ WOLIY.JACK NUT O 6 0. C. ►E 108 oND LOADS> AT1AC 75 my.!1O . FRAME POURED CONC K OLA RED EXISTING wu+00w 2/6.5/8' S. M. S. TYPICAL EACH SIDE. C28t. CONCRETE ANCHORS SEE NOTES & SCHEDULE ON SHEET 9 Cr 9. 1/8" • 1/2" Mum. POP RVETS 0 4' 0. C. � flu. LENGTH. 0 N ii ;\ 411/4 41 10 4 1iiii CONCRETE ANOgRS SEE NOTES t SCHEOUIE SHEET 9 Or 9. POURED CONCRET OR CONCRETE B&OCtt REOUIREO. OPEN POSITION N. 1. s. WIND VELOCITY < 75 m.p.h. C ont. / 1 • • 3 /4' S. S. S M. S. 0 6' 0. C. 1/1 " - THLMB SCREW 1 / 14 • 3 /4' S. S. 5. N. 5. SCREW Cont. Cont. Cont. sv . PRODUCT CO T., L DIVISION BJ!I D:IG CODE COMPLIANCE FFICE ACCFPL :CE NO RB -07.20 0 1 1 • PIPE. to .065' CONNECTING PIPE 32' 0. C. M/•, & i FROM EACH ETD. 1 /a' 0 -20 BOLT CONCRETE ANCHORS 21 NOTES t SCHEOULE 9HEET9019. SECTION C' - C' (BUILD -OUT) P0URE0 CONCRETE /COIJHEO 2 / 6 • s /8' 5. 21. s. TYPICAL EACH 90E. Ex15TNG 0N00N Ar'J'• 4 AS C01';'LY■!�G MTh SCHEDULE) I(iyPTA. eLILD,NG CODE' . CONCHETE ANO.D•S S11 H01 t • SCHEDULE OK SHE E7 9 or 0. Coat. Cont / 14 • 3 /4' s. t 5. K S. 0 6' O. C. Cont ConL 1/6' • 1/2' Mum. POP WETS • a' 0. C. rut LENCIH. REOUOTED • MIDH 10141 •NEN l > 3 -0' It WO VELOCITY > 75 1 /1' 0 8017 0/ MDLLY.JOCK NUT TOP • BOTTOM 0 EVERY VERTICAL MULLION 0 a w/ 1 /4' • BOLT VOL LY.JAO MLJT 0 0. C. ATTACHED 10 FRAM( FOR WIND 10•05 ) 75 m.p.h -0 Cont STORM POSITION N. T. S. WIND VELOCITY > 75 m.p.h. DADE COUNTY SCALE 7/09/98 DATE 98 - 17 DRAWING No SHEET 6 OF 9 A/2 OR D/2 REOURED FOR WIND LOADS > 75 . m.p.h. NOIAVJACK NUTS 0 6 0. C. (Typ.) 2 1 6•5/8 - 5. H.S. TYPICAL EACH SIDE 0 B76 OR C'/6 5 w (24 wow.) O 0 • 0 1 / i 0 0 ° 0 ° B'/6 OR C'/ 2 w 2 5. 14. S. Tyr TOP & 8071014. 11 W (2 Mow.) SEE SCHEDULE wi (TOTAL wiDTH) SEE SCHEDULE MULTIPLE UNIT 2 • 2 w .093 • 0' -1 Alum. ANGLE TYPICAL AT EACH CORNER. OR W/0 ® AS APPLCABLE 16 REOU•$0 0 UOI.(Q 1 WNEN L > 3' -O & WIND VELOCITY > 75 rnD.A. o w (24 wow.) 1 / 8 • 1 1/2 S. u. S. 1 /8. 1 1/2 5.14.5. 1 / 6w5 /8 S. U.S. TYPCAL AT EACH CORNER. DETAIL Al - TYPICAL AT ALL MULLION JOINTS o w/ 1/4- • 804.9 W/ UOLLYJACK NUT • 6. 0. C. ATTACHED 10 FRAME FOR W6O ■ELOCITY > 75 m.p.h. 1 O 0 A/2 OR D/2 0 0 I QijYJACK NU15 • 6 0. C. (Typ.) 01 W Z tit 0 0 8 z / U J SEE DETAIL I Typ. EACH END SEC DETAIL Ot ELEVATIONS 2 6.5/5'S.14.S. MN HOLLOW LOWER BLADE (TYPICAL). O A/2 OR D/2 1+3.000' 0 w • BOLT W/ UOLLYJACi( HUi • 6 0. C. ATTACHED TO MANE FOR WIND LOADS > 75 m.D.R O O 10 B76 OR C_ /6 SINGLE UNIT 1.000 1. PLAN - BUILD -OUT 0 2 RAW( CALK - N ANCHORS TO WALL EACH ANGLE • rl 1© w/ I /A • 804.1 w/ u0LLYJAC74 NUT • 6 0. C. ATTACHED TD TRAM( FOR WINO VELOCITY > 75 ^ O 0 O 0 OR w/0 A/2 OR i D/2 e 1 6 REOUPED O LROHECHT WHEN L > 3' - 0 - & WIND VELOCITY > 75 REQUIRED FOR wt40 LOADS 75 m.p.h. POURED CONCRETE OR CONCRETE 0.00( WALL REOlfRED 2 • 7" • 0' -6 Uo•• (6063 - ALLOY) Nun. ANGLE wW/ 1 /6' THICKNESS FOR UD T8 48 WOE SHUTTERS AHO l /4 FOR 1p 10 96 WAOE SHUTTERS S / 12 • 3/ S. S. S. 44. S. TO AS APPLICABLE IL ECOINc.\ TTLLJT TESTINO & DIOINEEPINO COWPANY 0095 K taw >w t17. 4 0044 PROM- 11.0 104 33106 • (1•0671 -1610 . two : (]DS)0n - 1 611 WAALTER A. TILLIT t. P. E. FLORIDA L1c. / 44167 EA CH 6 • 5/6" S. 14. S. AT HOLLOW LOWER BLADE (TYPICAL). 0 DETAIL M 1000 - W /1e • BOLT W/ NOLLVJACK NUT O 6 0. C. ATTACHED TO FRAME FOR WIND LOADS > 75 m.p.h. PLAN - WALL MOUNT 2 FINAL CALK -IN ANCHORS 10 WALL EACH ANGLE 2" r Q6 • • 0 - -6 Lbw. w I /8 T 000 FOR UP TO 45- WOE SHUTTERS AND 1/4 rOR UP TO 96" WOE SHUTTERS 0 w /Ie4' • 9011 w/ WOU YJACK NU1 • 6 0. C. ATTACHED 10 MANE r0R w440 LOADS > 75 rnD.A. 9 ELEVATION IMPACT RESISTANT BERMUDA SHUTTER TOP HINGE SHUTTER ROBINSON & SONS SHUTTER CO 6400 14.01. 06th. ST. KKAY1. 11. 33166 OLD M - 109 •ur 7/00/06 0/7gh0 4 4 POURED COHCRC7E 00 CONCRETE BLOCK WALL REOIAREO 2 • Y r cr -6 •••. (5083 -16 ALLOY) • Num ANGLE W/ 1 10 48 WOE S I U TTE R S ■110 1/4 FOR UP TO 96 WOE SHUTTERS 5 / 12 * 3/4 S.S.S.H.S.IOC 5 / 12 • 3/4 5. S. S. N. S. To 2 RAWL CALK -N ANCHORS 10 WAIL EACH ANGLE APPPFi';i_D AS COIti IN!TH TN/ SCI . FLORIDA BJitDiNG CODE D 7 L-Spi e•m. _ 19 ? 8 n: PRODUCT CON ' j DIV!S:ON SUNG 1 CCEPT ILD! AriCE CODE NO. p . OFFICE DADE COUNTY SCALE 7/09/98 0A1E 98 - 175 ORAWINO No SHEET 5 Or 9 ::: � A O o A/2 OR D/2 REOURED FOR WIND LOADS > 75 . m.p.h. NOIAVJACK NUTS 0 6 0. C. (Typ.) 2 1 6•5/8 - 5. H.S. TYPICAL EACH SIDE 0 B76 OR C'/6 5 w (24 wow.) O 0 • 0 1 / i 0 0 ° 0 ° B'/6 OR C'/ 2 w 2 5. 14. S. Tyr TOP & 8071014. 11 W (2 Mow.) SEE SCHEDULE wi (TOTAL wiDTH) SEE SCHEDULE MULTIPLE UNIT 2 • 2 w .093 • 0' -1 Alum. ANGLE TYPICAL AT EACH CORNER. OR W/0 ® AS APPLCABLE 16 REOU•$0 0 UOI.(Q 1 WNEN L > 3' -O & WIND VELOCITY > 75 rnD.A. o w (24 wow.) 1 / 8 • 1 1/2 S. u. S. 1 /8. 1 1/2 5.14.5. 1 / 6w5 /8 S. U.S. TYPCAL AT EACH CORNER. DETAIL Al - TYPICAL AT ALL MULLION JOINTS o w/ 1/4- • 804.9 W/ UOLLYJACK NUT • 6. 0. C. ATTACHED 10 FRAME FOR W6O ■ELOCITY > 75 m.p.h. 1 O 0 A/2 OR D/2 0 0 I QijYJACK NU15 • 6 0. C. (Typ.) 01 W Z tit 0 0 8 z / U J SEE DETAIL I Typ. EACH END SEC DETAIL Ot ELEVATIONS 2 6.5/5'S.14.S. MN HOLLOW LOWER BLADE (TYPICAL). O A/2 OR D/2 1+3.000' 0 w • BOLT W/ UOLLYJACi( HUi • 6 0. C. ATTACHED TO MANE FOR WIND LOADS > 75 m.D.R O O 10 B76 OR C_ /6 SINGLE UNIT 1.000 1. PLAN - BUILD -OUT 0 2 RAW( CALK - N ANCHORS TO WALL EACH ANGLE • rl 1© w/ I /A • 804.1 w/ u0LLYJAC74 NUT • 6 0. C. ATTACHED TD TRAM( FOR WINO VELOCITY > 75 ^ O 0 O 0 OR w/0 A/2 OR i D/2 e 1 6 REOUPED O LROHECHT WHEN L > 3' - 0 - & WIND VELOCITY > 75 REQUIRED FOR wt40 LOADS 75 m.p.h. POURED CONCRETE OR CONCRETE 0.00( WALL REOlfRED 2 • 7" • 0' -6 Uo•• (6063 - ALLOY) Nun. ANGLE wW/ 1 /6' THICKNESS FOR UD T8 48 WOE SHUTTERS AHO l /4 FOR 1p 10 96 WAOE SHUTTERS S / 12 • 3/ S. S. S. 44. S. TO AS APPLICABLE IL ECOINc.\ TTLLJT TESTINO & DIOINEEPINO COWPANY 0095 K taw >w t17. 4 0044 PROM- 11.0 104 33106 • (1•0671 -1610 . two : (]DS)0n - 1 611 WAALTER A. TILLIT t. P. E. FLORIDA L1c. / 44167 EA CH 6 • 5/6" S. 14. S. AT HOLLOW LOWER BLADE (TYPICAL). 0 DETAIL M 1000 - W /1e • BOLT W/ NOLLVJACK NUT O 6 0. C. ATTACHED TO FRAME FOR WIND LOADS > 75 m.p.h. PLAN - WALL MOUNT 2 FINAL CALK -IN ANCHORS 10 WALL EACH ANGLE 2" r Q6 • • 0 - -6 Lbw. w I /8 T 000 FOR UP TO 45- WOE SHUTTERS AND 1/4 rOR UP TO 96" WOE SHUTTERS 0 w /Ie4' • 9011 w/ WOU YJACK NU1 • 6 0. C. ATTACHED 10 MANE r0R w440 LOADS > 75 rnD.A. 9 ELEVATION IMPACT RESISTANT BERMUDA SHUTTER TOP HINGE SHUTTER ROBINSON & SONS SHUTTER CO 6400 14.01. 06th. ST. KKAY1. 11. 33166 OLD M - 109 •ur 7/00/06 0/7gh0 4 4 POURED COHCRC7E 00 CONCRETE BLOCK WALL REOIAREO 2 • Y r cr -6 •••. (5083 -16 ALLOY) • Num ANGLE W/ 1 10 48 WOE S I U TTE R S ■110 1/4 FOR UP TO 96 WOE SHUTTERS 5 / 12 * 3/4 S.S.S.H.S.IOC 5 / 12 • 3/4 5. S. S. N. S. To 2 RAWL CALK -N ANCHORS 10 WAIL EACH ANGLE APPPFi';i_D AS COIti IN!TH TN/ SCI . FLORIDA BJitDiNG CODE D 7 L-Spi e•m. _ 19 ? 8 n: PRODUCT CON ' j DIV!S:ON SUNG 1 CCEPT ILD! AriCE CODE NO. p . OFFICE DADE COUNTY SCALE 7/09/98 0A1E 98 - 175 ORAWINO No SHEET 5 Or 9 NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR Mow. DESIGN PRESSURE OF +68.0 psi - 72.0 psf. 2. MAXIMUM SHUTTER SPAN IS 6 -0 - . 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. / IL ECO I NC. TIUJT TESTING ! ENOINEERIMO COMPANY my, W.. Ask 111., W 247. VININtA CA•OCNS. FLW04 U166 awry : (02)11 - •.r : 00711•. - WALTER A. PLOT Jr.. P. E. T1.OROA Lk. / 44167 IMPACT RESISTANT BERMUDA SHUTTER 10P HINGE SHUTTER ROBINSON & SONS SHUTTER CO. 8400 N.W. 10616. ST. NLAWI. E7. 33166 IRR•IAIO. 010 14 -05 GENERAL WIT R•. 11. 7/06/16 !/26/}6 SITICINnor sa W000 "'LATTER REOUREO 1/4• • • 5 LAG SCREWS • 6' 0. C W/ 2 N:n PENETRATION 41O EXISTING WOOD HEADER. 1=1 WU 0 0 a` E!I!I!(!I�(!ppppll Mho 0 EXISTING WNDOw 2 / 6 r 5 /6' 3. M. S. TYPICAL EACH SIDE. 1 /4' •-20 • 2' Long. DOLT w /NUI. 7/8' • PPE t-.065' 1/4'-20 711t11.40 SCREW. NEW P. T. 2 - • 6' Cont. OPEN POSITION WIND VELOCITY E 75 m.p.h. 1 /A• • • 5 LAC SCRCWS • EACH STUD (N0W10TN or STUD) AND w/ 2' Wn. PENETRATON INTO ExI5 S 1/4• • • 1 1/2' LONG LAC SCREWS 0 6' O. C. • cent tio 0 Cont . • ` w000 510 24' 0. C. MAX REOUREO Cont. 1/4' 11 801.1 1/8' r 1/2' Mum. POP RIVETS 0 4' 0. C. FULL LENGTH. ( 1 /6" • 5. 5. POP RIVETS /HINGE 0 1/2 0. C. W/ 1/2 EDGE DISTANCE EACH SOE. 1' • PPE. 1- .065' CONNECTING PIPE 32' 0. C. No.. & 4 ' FROM CACH ENO. 1/4' • • 1 1/2 LONG LAG SCREWS W/ 2' 14:n. PENETRATION NEw P. 7. 2' • 6" Cont (2) 1/4' • • 5' LAC SCREWS • EACH STUD (NIOWIDTH Or STUD) AND w/ 2" Mk PENETRATION IMO EXISTING STUD. W000 READER RE Coln. EXISTING 0V41 Jo II On" li r t1•1 d1N111•)dtNr•U..;:; .. 3/16' • Apt.. POP RIVETS 0 12' 0. C. T& rOR CASES 6NEN lf� IS PERMANENTLY Ts, TO 51411 TER A7 OPEN P051T10 Cont. 0000 STUD 0 24' 0. C. NAx REOuwED NEW P. 1. 2' • 6" Cont. / 1 d, ,,,.. _yl r_ _ C LAO SCREWS O 6 0. + Cont. N.: . POP RIV (TS ri . i 1! F 1ENOTH ? j l )l• pl1:):i :i: C� �.� • l i N Cont. AL fan 1/4 • r 5' • LA S CR E W S OUIRCO (COUNTERSUNK) • 6' 0. C. w/ 2' 16n. PENETRATION INTO (7151140 *000 HEADER ! 2. . 2 1 6 • 5/6 S M. S. TYPICAL EACH SWE. • © I� •4 EOULE IL STORM POSITION WIND VELOCITY > 75 m.p.h. SECTION B - B (WOOD INSTALLATION) - BUILD -OUT I/4• • • S' LAG SCREWS 0 EACH STUD (440610714 OF STUD) AND W/ ? Wn. PENETRATION •70 E7STNG 5700. cit W 0 z 61 0. z W/ 1 / 4 ' • 001,1 W/ N0L1YJ4C7 NUT 0 6' 0. C. A7TACICI TO MN( FOR Wm L0405 > 75 Rta.n. 3/16' • Alum. POP RIVETS 0 12' 0. C. Cont. C ont. 38'••7/8" (DNC 8•AS5 8US1• 40 W/ 1/4- • • 1 1/2' S S. S. N S. • 6" 0. C. NEW P 1 2' • 6" Co..(. (2) 1/4" • • 5 LAG SCREWS • EACH STUD (1413•0TH OF STUD) AND W/ 2' Kn. PENETRATION INTO EXISTING STUD. COUMERSNK TOP 160 SCREW MO w00° PRATE. 0 0■_.to II lA fold i P n *000 HEADER REOUREO Ex511116 *INDOW I. ftlE Cont. - (1 Myra. POP RNE7$ • 4' O. C. \` FULL LENGIN. Cont. 2 6.5/6' s. 44. S. TYPICAL EACH SIDE. CON•ECTING PIPE 32' 0. C. wo•. & 4' FROM EACH ENO. Cont. WIND OPEN POSITION VELOCITY S 75 m.p.h SECTION C - C - BUILD -OUT 4/4' 4 • 3" LONG LAG SCREWS O 6" O. C. W/ 1 1/2" 1•n. PENETRATION TO EXISTING W000 HEADER / 14 r 3/4' S. S S. IA S. SCREW 0 D. C. 5/14 • • 4' 10140 LAG SCREWS 0 EACH STI10 (•0 OF STUD) AND W/ 2 Kn. PENETRATION MO EXISTING 51U1). • t/4' • -20 BOLT 1 / 14 • 3/4' 5. S. M. 5. SCREW 0110. 0 0 0 4 00 Cont. W/ 1/4' W/ MOLLY NOT 0 6' 0. C. ATT TO FRANC FOR WINO 75 m. Cont. S. 0000 STUD 0 24' 0. C. MAX REOUREO WIND (WOOD INSTALLATION) 1/4 • • 3' LONG LAG SCREWS 0 6' 0. C. W/ 1 1/7' Kn. PENETRATION TO (71STING *000 HEADER / 14 • 3/ S. S. S. K S. SCREW 0 6' O. C. 6 • I • W 6 1iw © II I , � 0000 6(60ER REWIRED 2 / 6.SirS.N. S . Typical EACH SCE. ( SEE SCHEDULE) 1 MS •IN00* CO Coat Conl. Cont. 1/8" r 1/7' Atom. POP RI.. 0 4 - 0. C. FULL LENGTH. 1 Co• 0 1 Cont. ow- __,,, �iL � 3/1 6 ' • Nur / � ' 0. • U I U I III.... I � • I . �1 Cont. / ,I I! - 1 /4' 6-20 8017 0/ N_ 0. C. •Cr M O 6 0. C. 5/16' • • 4 LONG LAC SCREWS 0 (AN 5TU (460•10114 Or STUC •000 STA,O� ExSn 24' 0. MIAOW FL' :DA BUILDING CODE REOUIREO ;998 STORM POSITION By VELOCITY > 75 m •PAODUCT CON I Bc ACk 066. LOA 7h. Con DIV:S'ON MIXING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 98= 0742O.o ) DADE COUNTY SCALE 7/09/98 DATE 98 - 1 7` DRAWING Ho SHEET 4 OF S POURED CONCRETE REQUIRED J EY151ING WINDOW CONCRETE ANCHORS SE E NOTES / k SCHEDULE ON SHEET 9 or 9. 2/6• 5/8"5.U.S. TYPICAL EACH SIDE Cont. I /A -20 THLAAB SCREW. 1 CONCRETE ANCHOR 1/8 a I/2 Alum. POP WETS 04 0. C. rULL LENGTH. Co Or& m 7/6- • pipE t.4.0es- \S: 1 /4 - - 20 • 2 Long. BOLT W /NUR. POURED CONCRET OR CONCRETE 131 00( REWIRE O. Cont. (4) 1/8 • 5. S. POP RIVETS/HINGE 0 1/2" 0. C. W/ 1/2 EDGE DISTANCE EACH SIDE. t • PIPE, 1 .065" CONNECTING PIPE 32 0. C. No.. & 4 FROM EACH ENO. 1/4 4 -20 BOLT SECTION B - B (WALL MOUNT) OPEN POSITION WIND VELOCITY < 75 m.p.h. 2 1 6 • 5/8" S. N. S. TYPICAL (NCH SCE. EXISTING WINDOW Cont. Cc. 1 3/16' • Mum. POP WETS O t2 0. C. q(4.Y FOR I CASES WHEN b3 5 PERMANENTLY X1TACIED TO 1 SHUTTER AT OPEN 9 051TON 1 Cont. RAH& CALK - IN ANCHORS SEC NOTES & SCHEDULE SHEET 9 Or 9. LcsEE SocaAE)+ V /2/ /. ice / POURED CONCRETE R(OLARED CONCRETE ANCHORS SEE NOTES k SCHEDULE ON SHEET 9 Or 9. Q Cont. STORM POSITION WIND VELOCITY > 75 m.p.h. Cont. POURED CONCRETE OR CONCRETE BLOCK REWIRED. Con 1/8- . 1 /2" Muti POP RATS • 4 0. C. rULL LENGTH. rX W/ v4- • & LT w/ NOLLYJAC• NUT 0 6' 0. C. ATTACHED TO FRAME FOR 81N0 LOADS > 75 m.p.h. 3/16" 6 Alum. POP RNETS 0 12' 0. C. Cont. SECTION B - B (WALL MOUNT) / 1 14 . 3/ 5. S. S. N. S. SCREW 0 6" 0. C. (Y151ING W14006 2 / 6.5/8' S. N. S. TYPICAL EACH SIDE. ROWED CONCRETE REQUIRED Coral. 1 /4 - -20 TFULQ SCREW. CONCRETE ANCHORS SEE NOTES & SCHEDULE SHEET 9 Cr 9. POURED CONCRETE OR CONCRET[ BLOCK KOOK CONCRETE ANCHORS SE I NOTES & SCHEDULE ON SHEET 9 Or 9. Cont. Cont. 1/8 a I/2 Hum, 909 9M15 0 4 - 0. C. FULL LENGTH. CoM Cont. 1" • PIPE. t- .065 CONNECTING PIPE 32 0. C. MO.. & 4 FRO•+ EACH END. 1/4 • -20 BOLT 1 / 14 • 3/ S. S S. N. S. SCREW SECTION C - C (BUILD -OUT) OPEN POSITION WIND VELOCITY ( 75 m.p.h. EKISTING WINDOW L- --f3EE SCHEMA') CONCRETE ANCHORS SEE NOTES k SCHEDULE SHEET 9or9. DAT BY POURED CONCRETE REQUIRED POURED CONCRETE OR CONCRETE BLOCK REWRED. 2 / 6.5/8'S.N. S. TYPICAL EACH SCE. / PRODUCT CON OE DIV S O: PJIL D CODE COMPL:.ArCE OH10E ACCEPTANCE NO 9f3 -0720. oi CONCRETE ANCHORS SEE 660155 k SCNCOULE ON SKIT 9 Or 9. Cont. Cant , / 14 . 3/4' S. S. 5. N, S. SCREW 0 6' 0. Cont. Co' 1/6' • 1/ ALULIINUN POP 9N(1 o a' 0. C rUL LE NC w Z zp W/ 1/4- • BOLT W N0U•4.C• NVT • 6 0. C. ATTACHED TO FRAME FOR MD LOADS > 75 m.p.h. © cant. T�I I r f 1 I 1/4' 0 -20 8011 w/ NOLLYJAC.K NUT • 6' 0. 3/16" • Ak POP RNETS 0 12 0. C O Cont. cem- SECTION C - C (BUILD -OUT) STORM POSITION VANE) VE > 75 m.p.h. SDJ1H FLORIDA. EL _DI G DADE COUNTY IL Eco TX.LJT TESTING t LNOIHEERINO CO%IPANY 6995 N.R. 3411. 11- 91. 217. W14014A 0444:00. RO NDA 33166 Mae s (307)f1I - . r..: (367)6+ -133 WALTER A. TILLO Jr.. P. E. FLORIDA Lie. / 44167 IMPACT RESISTANT BERMUDA SHUTTER TOP HINGE SHUTTER ROBINSON & SONS SHUTTER CO 8400 N.W. 6691. Si. NI•NI. rl. 33108 NY. w If KOWTOW 01D fA - 367 Ott 7/09/96 6/3•/96 •fb. M71: SCALE 7/09/98 DATE 98 - 175 DOAWINO No SHEET 3 OF 9 Nir A OR D NOUYJACK NUTS 0 6 0. C. (TYp.) BORC 2 y6* 5/8 S. N. 5. TYPICN CAIN StDf I I 1 -Rf I 1 11 I 11 11 I III I __ _1n1H -- 11 1 11 NOTC„E0 O II I 1 0 0 0 0 0 w (24" wont.) SEE SCI€DUI.E wl (TOTAL WIDTH) SEE SCHEDULE MULTIPLE UNIT 2 / 8 • 2 1 /2 S. u. S. Typ. TOP & BOTTOM. w/ OR W/0 ra DETAIL A - TYPICAL AT ALL MULLION JOINTS W/ 1 NUT 1 4 06' 0. 8011 . * I OE TO RA ( AS APPLICABLE FOR WINO VELOCITY > 73 m.p.h. AS APPLICABLE w (24 AAOY.) 0 0 0 O 0 0 0 0 0 0 0 • ELEVATIONS W/ 1/4 • 0011 W/ UOLLYJACK 17 NUT 0 6 o. c. ATTACHED TO FRAAE FOR WINO VELOCITY > 75 m.p.h. AORD A OR D W/ OR W/0 A5 APPLICABLE w w WI (24' NOY.) SEE SCHEDULE SINGLE UNIT 2 Y 2 x 093 X 0'- t Alum. ANGLE TYPICAL AT EACH CORNER. 1 f 8 1 1 /2' S. N. S. u0LLY.A&.CK NUTS O 8 o. C. Pro.) TYPICAL AT 5/8' S. N. S. EACH CORNER. ANCHORS SEE NOTES k SCIEDULE ON SHEET 9 or 9. Om) 0 0 W/ OR w/0 18 AS APPLICABLE 0 1 w/ 1/4' • BOLT W NOLLYJACK NUT 0 6 0. C. ArrAO1ED TO ERNIE FOR W410 VELOCITY > 75 m p. h. O 0 0 0 0 A OR 0 0 O w/O SINGLE PANEL NOUYJACK NUT AS APPLICABLE 0 6' 0. C. A ". :Cltif;i � •. r;t F ; � f 1 (WALL MOUNT) cr; C:LQ:F:• C E 199.- - Pt [/ FI.UJUt :J 1.')N 4 f BORE); NC CC:iE L ACCEPTANCE NO. q 13_0 13o , oi L ECO INt. i1 LIT TC51T1NO t CMOINEERINO COWPANY 005 N.r. 0lA W 0 217. VI00N• 000(6. 170140► 3310! • (70TIl'1 -1230. Y• : (3001 - 1 53 1 VAULTER A TTLL(T .k.. P. E. FLORIDA Llc. / 44167 2 /8 *21/2'5. U. 5. Typ. TOP & BOTTOU. DOUBLE PANEL QUADRUPLE PA • VALID FOR TOP & SIDE HINGE SHUTTER SECTION A -A SECTION D-D (BUILD— OUT) IMPACT RESISTANT BERMUDA SHUTTER TOP HINGE SHUTTER ROBINSON & SONS SHUTTER CO 8400 N.W. 161h. ST. YIAYI, fl. 33168 4f R'•wT01 CAD I4 -305 OENE 1AL 2 / 6 • 5/8 5. 14. S. AT EACH HOLLOW LOWER BLADE (TYPICAL). w/ 1/4' • 801.1 w/ NOLLY.AACIC NUT 0 6' 0. C. ATTACHED TO FRA►E FOR 0140 VELOCJTY > 75 .A.p_h, 2 / 6 r 5 /8' S. 1A. S. AT EACH HOLLOW LOUVER BLADE (TYPICAL). MR RV. M 2' Y 2' * I/8' Alum. ANGLE (cont.) (6063 -T6 ALLOY) / 14 Y 3/ S. S. S. 11. S. 0 8 0 C. M7T NEL NEL SKIN LAYOUT FOR DIFFERENT UNIT TYPE PEOIARED P0240 WAGE FOR SL NNGE NOLLYJACK NUT EXISTING WALL EXISTING WALL © w/ 1/4' • BOLT 0/ UO NUT O 8' 0. C. A A04 ED TO CRANE FOR WN0 VELOCITY > 75 , p.h, ADE COUNTY SCALE 7/09/98 DATE 98 — 175 DRAWING No SHEET 2 Of 9 1.250' 123 - rE L- TYPE 2 SUPPORT .J "Z" - BAR 6063 -16 ALLOY VARIES E«1 A30'� 0 .090" ALUMINUM SKIN 3003 -1414 Alum. ALLOY 1.250 .125' �tt � I f R .082" [ ' 125" .0741 (Au) 1 1 1 .oes' L_ L_ 1.000' O54'+Ii+ .1481.0. .248 LO. 0 FRAME 02 CENTER MULL FRAME 25- I t ® CAMEL BACK HINGE O FLAT HINGE 60' DETAIL 2.500 (2' Long.) 14 FRAME CAP DETAIL 1 T.� I = L2 o00 2" x 3" Alum. VI n TUBE FILLER 6063 -T6 Mum. ALLOY 1 .250" 1.000' .125' 'M 1 Fr .062' oes' S .216 R f � l 146 L0 .248 LOA ® LOCKING STILE 375' 0 HINGE PIN ( Long.) ELEVATION 15 PIANO HINGE INSERT TUBE 0 HOLLOW LOUVER BLADE 6063 - Alum. ALLOY 11 MALE HINGE 1 12 r 3/4' S.S. 5. M. S. 08"0 C EACH 90E 1 Q Q ri L FEMALE HINGE 6063 -T6 ALLOY 3.000' r .125 .125' 2.000 - J L2.000' ® STORM BAR ASSEMBLY 6063 -T6 Mum. ALLOY 3' • 3" • 1/8 Cont. TUBE 2' • 3' • 1/8' Cont. Alum. ANGLE EACH SIDE 9. /1it NC.\ TILL/7 TESTING t ENGINEERING COMPANY q/y M.w. 7W+. S.. 91. 217. mm um. C 11 wpm. DIU P1.,. t (]OS)•7I -1530 . r.. i (Sp6)•71 "1y)I WALTER A TILUT .F.. P. E. FLORIDA U4:. / 44167 4350' .317' 25 .235' .390' LO. 3.710' © SINGLE SIDE HINGE ® DOUBLE SIDE HINGE GENERAL NOTES: 1. M Ei&RMtOA ND SPEED BE 5 1MR HAS BEEN DESIGNED N ACCORDANCE MITH THE DADE COUNTY. 1994 EDITION Or THE SOUTH FLOROA BUILpNC COOS. DESIGN WRID LOADS SHALL BE DETERI4NEO AS PER SECTION 6 OF ASCE 7 -88 WRN 110 m.p h. BASIC OERMAUDA SIRITTER AA OUACY r018 NPACT ANO FATIGUE RESISTANCE HAS BEEN VERW1E0 N ACCORDANCE WITH SECTIONS 2315 & 2314 RESPECTNELY OF TIE ABOVE MENTIONED CODE. 2. AU. 44.IMNLAM EXTRUSIONS gull BE 6063 -75 ALLOY (UNLESS OTHERWISE NOTED). 3. ALL ALUUNW POP RNETS 10 BE 5052 ALUMIMNI ALLOY ARM ALLASNL MANDREL. 4. ALL SCROKS 10 BE 51*114ESS STEEL 304 OR 316 SERFS. 5. BOLTS 70 RE 202 -7 AIUMNUU ALLOY, GALVANIZED OR STANL£SS STEEL NTH 36 1.1 14.. 11(LO POINT. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTIURWISE NOTED) (A) TO EXISTNC POURED CONCRETE: - 1/4' • TAPCON ANCHORS AS 144N$4C1URED BY I. T. W. RANSET OR ELCO MOUSIRIES. - 1/1 • r 7/6 RAWL CALK -1.N ANCHORS AS MANUFACTURED BY THE RAWL PLUG COIp•NY. NC.. NOTES A1) YNMUU EMBEDMENT INTO POURED CONCRETE 0 TAPCON ANCHORS IS 1 3/4' A2) 1/4' • 7/8' RAWL CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED COICRETC. NO EMBEDMENT MO STUCCO SHALL BE PERUITTEO. 1/4' 20 SCREWS USED SHALL BE 1 1/2' LONG WHAM 940U10 STUCCO EXIST. AND 1' 1114111 - 14 r0R WALLS WITH NO STUCCO. A 3) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAYERS BE 7011N0 ON THE EXISTNG WALL OR FLOOR. 44•NOR5 51441.1. BE LONG ENOUGH 70 REACH THE MAN STRUCTURE BEHNO SUCH PANELS. ANCHORAGE SHALL BE AS INOCATED ON NOTES A1) & A.2) A804E. (6) •0 EXIST CONCRETE BLOCK WALL• - 4 /4' 0 T ANCHORS AS MANIFACIUREO BY I. T. W. RANSET OR ELCO NDUSTRES. INC. - 1 /4' • r 7/8' RNAL CALK-64 ANCHORS AS MANUFACTURED BY THE RAWL PLUG COMPANY. NC. NOTES 8.1) 14NMUM EMBEDMENT Or TAPCON ANCHOR5 INTO THE CONCRETE BLOCK LNT SHALL 60 1 1/4 6.2) 1/4' • • 7/6' RAWL CALK - IN ANCHORS SAHLI BE ENTIRELY E43(00E0 MO THE CONCRETE BLOCK 1A4 IT NO EM13E006E41 INTO STUCCO SHALL BE FERMTTMEO. I /4' 4 SCREWS USE0 SHALL BE 1 1/2' LONG M■Nuu SHOULD STUCCO EXIST AND 1 ' ANNUM FOR WALLS WITH ND STUCCO. 8.3) N CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE TONE) ON INC EXIS•NG WALL ANCHORS SHALL BE LONG CHOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS 444140RA0+ SHALL 80 AS NOIOAIED ON NOTES 8.1) t 6.2) ABCNE. (C) ANCHORS SHAH BE NSTALLEO FOLLOWING ALL OF THE RECOMMENDATIONS ANO SPECInCATIONS Or INC ANCHDR'S IIAMJFACTLA ER. 7. TT smut. 6C THE RESPONS18LRY or 114E CONTRACTOR TO VERIFY THE 5000NE55 OF INC STRUCTURE WT4ERE SHUTTER K 10 BE ATTACHED TO •15 PROPER ANCHORAGE. 8. MS SHUTTER HAS BEEN DESIGNED TO REMAIN OPENED FOR WND VELOCITIO 75 m P.h. EACH SHUTTER FRAN( MASI BE PERMANENTLY LABELED WRH A WAQNNG NOTE ES ST AT IIIC CREA7ER THAT TO TI4AN SCOUR( SIAIITER roe GREATER WIND VELOCITIES. N A CLOSED POSITION. REN PIPE SUPPORTS. H OLD SHUTTER 00•444. LOCK AL4NNW SKIN N PLACE. AND FASTEN STORM BARS OR l BARS TO EXISTING WNl. OWNER TO 8E RESPONSIBLE roR PROVIDING A 5U17ABIE PIATrORM OR BALCOP1Y 114( SECURING UNIT 01.18410 HURRICANE WARNNGS. 10. SHUTTER WMUrACTUREIES STAMP SHALL BE P 1400 0 ON T EX $ URrA C[ ON rRA►E (co'."o NI Qi ). OHE LABEL SHALL BE PlACEO rOR EVERY OP ,,,( BJ L 4 T H E ILpACT RESKIAM BERMUDA SHUTT[R 110/189014 • SONS SHUTTER CO SGi;Tii f.' !Dj4 b .... C IE 1414441, 410iK 0400 coVlm DA PROOl/CT COHTROI APPROVED. D' i 4 1 _ 1 9 81 _ .11 _ 1 PROOU(:i CON IMPACT RESISTANT BERMUDA SHUTTER ROBINSON & SONS SHUTTER CO. 8400 N.W. 961h. ST. MIAMI. Fl. 33166 r. 4. • ICIMPIMO MD 44-30S r 'C•A1 BUWLD1NG CODE COMPLIANCE OFFICE ACCEPTANCE NO.Qa- 0'1.0 •O 1 DADS COUNTY YIL 1/09/11• 4/2•/95 KV. III • 1 F • .125' K1C7l101 R .688' LJ ROD SUPPORT (2' Long.) SCALE 7/09/98 OATS 98 - 175 ORAWR4G NO SHEET / Or 9 M A4 ►I SHORES VILLAGE E BUILDING INSPECTION DEPARTMENT PPLICATi jN FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. R I B AAACL ?7 ,e,1 Ov.- 11,2a'; Na,sl;s arid Addi -es3.: Registered Architect and /or Engineer State work to be done STATE OF FLORIDA, COUNTY OF DADE. s s. Disapproved . __. / Date / Building Inspector Name and address of licensed contractor. \j L Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done - 2- r and purpose of building (by floors) E f - 2 lY. v-L - Chairman :ember t- ,� fl Not - 2 - a Sli t_l_ , Date.. c (fir • , Y (; �f ( J 1 999 - 7 and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ Zone cubage required Distance to next nearest building Maximum live Load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to Amount of Permit $N. -Plan Cubage Size of Building Lot The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted fo spection on the site of the., ork such public notice or notices as are required by the Act. The undersigned agrees to employ only such s� ntractors, on work (io be per �srrred under this permit, as are licensed by Miami Shores Village. Remarks ( .' \ (Signed) .. Bcfore me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. _ / (>' ��� -'� Permit No Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLA ING BOARD DATE Member Member Member ...._ . Member Council Approved. Date Disapproved Date NOTE: A charge of $1.00 will be nude for making corrections or changes to this application after approval has been obtained from the ..im.ing Board. A re inspection fee of 81.00 will be charged when such re inspection is made necessary by improper notice for inspection or faulty ;..,,.,:vials and /or workmanship.