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1430 NE 101 St (16)`)� ' L�� ii _ I �' k:Z� I � • Vit E } •,'q...ty; �� � ,1 ' °� g m �,.. $ H ` � ' " r � ', Y 1 . ' it MAP OF BOUNDARY SURVEY PROPERTY ADDRESS: LEGAL DESCRIPTION: 1430 NE 101'" Street Lot 6, Block 1, REPLAT, TRACT A Miami Shores, Honda 33138 MIAMI SHORES BAY PARK according to the Plat ESTATES thereof on file in the Office of the Flood Zone: AE Community Number: 120652 Clerk of Circuit Courts in and for Base Flood Elevation: 9 DADS COUNTY, FLORIDA, Panel Number: 093 J recorded in Plat Book 56, Page 86. Lowest Floor Elevation: 12.30 Attached Garage Elev.; 8.50 Avg. Ground Elevation: 8.61 1 1 - -- 1 °4— w ' ' - ' - 4 11 1 - NF ' p `� y_91L1_3N. --_. � : ^ac � : 2, °� L _ - I! I ' "`� "_ _ • I � I I S, Cr � �j �' m m • N - i s if A , E�a;;,`� - - NE 14IA v., 9 ' . -. • S.. •• :,J , I I' 1 m �, N m m E4,- E. 4 ji : • '`ii i ! ,n itl •K'" _ ' ! L , c, �i $iic �1 Fo J \ � ? � :. ' a : ' r• i: ".i'.•C <w . 9 -: ^' no N LOC.gT101,1 MRP - 1\16T lb SCAT, ° a o ' � - OC,K c D poi Ofd 0,..) 7° og' o o • \24 \20• r 4.,,D„ W o � s E 1 ' \4° A� c0- o- 320 1 oN `,'`' lR o-SE• '� `tee 1 1 - 8 * , <, r • N ./ 0 \ I » • - - .. R 28,0 Z5 T • ® � -0 r - \ ? `• 1, Coax• 41A 1 « _ `� 1 \ X24 � -. 5CA LE. : 1" := 30' c if 02`'1. \,0T FoJe1pLN ?� BOUNDARY SURVEY: \\°`-C- CERTIFIED TO: 'Icr;Cr e, Inc.; Fidelity National Title; George Sirota and Maria Sirota; , Resource Mortgage Banking, LTD. its 13U) tING5 SNolal REFtR To RRCoRD P LHT 50 43(0 \ successors and/or assigns SUP.'EYORS STATEMENT: THIS SURVEY WAS PREPARED FOR MORTGAGE PURPOSES. IT IS NOT INTENDED FOR ANY OTHER USE. PERMITTING ADDITIONAL CONSTRUCTION, ETC. REQUIRE ADDITIONAL INFORMATION WHICH MUST BE OBTAINED FROM THIS OFFICE. _ GENERAL NOTES: 1. LEGAL DESCRIPTION FURNISHED BY CLIENT - NO FURTHER SEARCH OF PUBLIC RECORDS WERE MADE BY THIS OFFICE. 2. ANY ELEVATIONS SHOWN HEREON ARE PER NATIONAL GEODETIC VERTICAL DATUM OF 1929. 3. NO EXCAVATIONS PERFORMED AS TO DETERMINE UNDERGROUND ENCROACHMENTS. IF ANY, IE FOUNDATIONS. SPRINKLER SYSTEMS. ETC... . 4. DISTANCES AND ANGLES ARE FIELD MEASURED AND CORRESPOND WITH RECORD INFORMATION EXCEPT WHERE NOTED. LEGEND: P.C. = POINT OF CURVATURE P.O.B. = POINT OF BEGINNING 1 = ARC LENGTH R/W = RIGHT -OF -WAY P.T. = POINT OF TANGENCY P.O.C. = POINT OF COMMENCEMENT t = CENTERLINE CHATT = CHATTAHOOCHEE P,R.C. = POINT OF REVERSE CURVATURE B.O.W. = BACK OF WALK E/P = EDGE OF PAVEMENT ik = PROPERTY LINE P.C.C. = POINT OF COMPOUND CURVATURE A = CENTRAL ANGLE I.R. = IRON ROD U.E. = UTILITY EASEMENT P.R.M. = PERMANENT REFERENCE MONUMENT R = RADIUS /RADIAL I.P. = IRON PIPE D.E. = DRAINAGE EASEMENT , P.C.P. = PERMANENT CONTROL POINT CONC. = CONCRETE • C/L = CHAIN LINK TYP. = TYPICAL N.R. = NOT RADIAL P. = PLAT M. FIELD DATE 01 c = p MEASURED O I 0 1 SCALE: 11t - 3D DRAWN BY: DM() INVOICE NUMBER: Sg REVISION: ■ � P.' �� GT SURVEYING • I HEREBY CERTIFY THAT SURVEY HAS BEEN PREPARED BY THE OFFICE SHOWN WN HEREON N AND AND THAT I AM THE HE SURVEYOR OF RE- . . SERVIC INC. SPONSIBLE CHARGE . NONE OTHER THAN SAID OFFICE, ADM- ' TIONALLY. THIS SURVEY MEETS OR EXCEEDS THE MINIMUM TECHNI- 2602 South Dixie Highway, Suite 6 CAL STANDARDS AS SET FORTH IN CHAPTER6IG17 -6 OF THE FLORIDA West Palm Beach " ', 2 ■ ADMINISTRATIVE CODE UL3UANT 10 SECTIC ,p27 OF THE FLORIDA STATUTES/ ,' - 47 / Florida 33401-7940 jjj --i .. •/ 4i, -. .)-----.7"./...., ..: =% "`: '. : "Ix _, Office (561) 832 -0550 ,, . / ! SIGNED: ' • i 7/ Fax (561) 832 -0525 ' , � : NO FUPLLNC LIC. 14 5044 S U R V E Y I N G - {{ SURVEYOR / MAPPER NOT VALID IJNCrSS SEALED WITH MY EMBOSSED LAND SURVEYORS SEAL . ,.. .. .v, ... .,.. .. ( -.z. s ' !l. /6 7 = yo. sx //./ 4 ? = 44 h ,r 4C 7 _C, it./c?) _ 4(8 ,vs6_ cd, '7 ,z 7.4 =z4 . 0,6) z0,647 x 6,Z..T = / ,Z ?/. 488 1 47783 3 ((a 6C ? --(a;, 7W) = !� ,z.r7, zfJ 77 = / /8o . z /1" 3 4_ o s /8o, k `fJ z 2 •zD _ 4 • ■■•.% •••••. Gc8. v, " y c° 5 _ zp 3oG 4 `2 s • It7t "CS �t. lot 't` r =' C /Z ° EM' Wafer Level .32/ - ¢°. _5 ;it /2 "% F /J /0' O ° TYP /CAL POOL SECT /ON GENERAL NOTES /) For pion /,you /, ex /en/ of 5 /06s, p /a /p /on, /oco//on ! s/ ;e of pool, e9u/pmen1 schedules spec/,/ de /ads no/ shown on /his sheet', see sheet 2. • A// sw/mm:ny° pools sho // yam/a concrete t /,ors, wo / /s, and bond beams. Concrete sho // hove a 28 cloy compressive sfreny /h of 3,00o 3) 4// reinforcing s/ee/ sho // be /nfermed.ofe 9rode deformed burs of new b/ / /e/ s/ee/ con - {ar /o A.ST.M. 4- /5 S/ee/ sho // be ben /, /amo�sped, / p /oced /n occordonce w/fh A.C. /. sfondards � s /ians. 42 Al! pool , ,/piny shag bear /he N.SF. sea/ of opprovaf 5.) 6ockwash shall be /o an anderpoo/ sump co/i/ouvn9 la //d.5. min/mum area of washed • rock. ) 6role oil morn drain sho // hove o free ore, c7 4 f/mes /he area of the sac //on /me. Z) Oro /omoceous eor /h sho // hove o fi /fro /ion rote no/ /o exceed 9 90 / /ans per 4fl per /, /ter orea. B) 54,m h / /e/ e /emenfs moy be removed for c /eonin9. 9) Wale, SUPP/9 1 d/ ;0050/ sho // be so or. ronr,'d that There is no cross connecfan wif7 o dameslie wo /er supp /y or wofer cis - pnsq/ system. /e.) Oisposo/ of o/ wafer shall conform /o Seek. 5004 of the S F. & C. Surface g,22din9 s!o/. confine pondm9 of !pod roofer /o a', /hm /c/ ////es and such po,,din9 sho // no/ / aersis/ for more than one hour offer dschorye. Precoc/ morn drama TYP /C,4 L POOL 5 CT /ON /O 3 (4 /2 "% w/ o /vi/v& BOWL Light Well P0/17 I Perforated P. VC. Pipe Poo/ 1/9127' W h to marble p /05 ter f /a. 2. in Bond bsom 6x6 7 /0° 11 TYP /CAL .WALL 5ECT /ON Precas coping Slope pe- ft. For,000 /s over G -0" de add •s cove 6ors /2 "% a sho wn. - Stec /tex f rm or Kroft boar,/ No/e: ,eemove grate and we // point p /v9 from main dro/ri and attach ovx///ory pump /one when emptying poo/. Grate sho // be secured m p /ace so that teas ore re9u/red /or removat Se oro/e circui/s for M otor by/ P., To e /ectrico/ on,.e,/ oxopir .� Manua/ Matti- 3to ter Szvleh SPST Ta99 /e_ Pump Molar 01,, disconnect seunIch /n precast box. e /n sfa' PfrC, 'Sch. 10 hi- /mpoc/ on poo/ area, groan/,' 01/ boxes, /11/21; motor, eh% ,a/ ore more. . • EL L`C TQ /CA L D /AG,PAM Note: Poo/ ,Dump motor /ocoled /n precast concrete box w /cover above 9rode. Woo le /n /et hoe 5k/mmer-' MO/17 dram 1st-triad avid stow* ceiw a e4117, roe pgriatioas wbothav v. of. aatest /i.3'� , f� p m, roe fi M uni / c_fc sn• POOL P /P /NG D /AGQAM j Jcw Iboos Note : A// poo /p /p /n9 PVC. MASTER DETA /L 51, F O FT, LAL/'O5R0ALE Hi -rate cCanci Pump /Jar ,' / /n/ catcher FL OP /DA • STAN WEEK5 A550C. ✓on.3 666 Miomi ENG /NEER F 10. ODUCT CONTROL NOTICE OF ACCEPTANCE .l�lrilll8 Enclosures 631N.E. 45 Street Oaisland FL 33334 Your application for Product Approval of: :062" Aluminum Storm Panels 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 Drawing No. 2122, Sheets 1 and 2 of 2. (For listing, see Section 8 of tlisNotice ofAcceptance) hasbeen recommended for acceptance by the Building Code Compliance office,to be used in Dade �olinty, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions )n,•page 3. • fhis shall not be valid after the expiration date stated below. The Office of Code Compliance •eserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for luality control testing. If this product or material fails to perform in the approved manner, the Code nor ipliance 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 7,ode, be enacted affecting this product or material. The Building Code Compliance Office reserves the :he right to revoke this approval, if it is determined by therBuilding Code Compliance Office that this iroduct or material fails to meet the requirements of the South Florida Building Code. The expense of ;`uCh testing will be incurred by the manufacturer. .cceptance No.: 95- 0418.04 Expires:02 /12/99 `:THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE rhis for Product Approval has been reviewed by the Metropolitan Dade County Building :ode Cbmpliance Department and approved by the Building Code Committee to be used in Dade '.ounty, Florida under the conditions set forth above. pproved: 02/12/96 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375.2908 INTERNET: mdcc010shadow.not PRODUCT CONTROL SECTION (305) 375.2902 FAX (305) 372.6339 Raul Rodfiguez Product Control Supervisor ..s ganger, Director Building Code Compliance Dept. Metropolitan Dade County ACCEPTANCE NO.: 95-0415:04 APPROVED FEB 1 2 1996 EXPIRES ; FEB 1 2 1999 NOTICF, OF ACCEPTANCF,: SPrc1 IC CPNDITIONS DESCRIPTION - .1 This approves an aluminum storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other.Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. . MATERIAL CHARACTERISTICS 2.1 The storm panels shall be constructed as indicated on approved drawing No. 2122, Sheet 1 of 2, using .062" thick aluminum alloy 5052 -H32. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 13.48 ", forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, "h" header, "u" header, 2 x 2 x .093" angle, and a 1/8" thick 2" x 3 ", or 5" angle depgnding on built -out condition. Tested specimen is 98" long overall, " LIMITATIONS The design will be dependent on the maximum panel height of 8' -0" or 96 ", for wall, built out, and ceiling/inside mount to be installed only as outlined on drawing No, 2122, Sheets 1 & 2 of 2. Minimum separation to existing glass to protect shall be: 3" Maximum clearance between top ofpaneLtnd inside of header shall 1/4" for wall & built -out mount. None for ceiling /inside mount, Reinforcement: All panels over 24" long shall be reinforced at midspan of every lap joint with one row (for panels up 48" long) or-two or more rows 24" apait, (for panels over 48" long) of 1/4 " -20 x 1" machine bolts with die cast aluminum wing nuts and washers, spaced at not more than 24" o.c. vertically. INSTALLATION The panels shall be installed only in the following condition: 4.1.1 Wall Mount The panels are secured to,an "h" Header at the head; and at the sill, to a 2" x 2" x .093" studded aluminum Base Angle, using 1/4 " -20 x 3/4" studs with wing nuts spaced at 6" o.c., header and angle are anchored to the wall, using the tension anchors shown on "Conc. Wall Mount" Section, Sheet 2 of 2 of Dwg. No. 2122, bearing the Dade County Product Control approval stamp. 4.1.2 Buildout Mount The panels are secured to a ° "U" Header at the head, which is fastened using 1/4 " -20 machine bolt w /nut and washer spaced at 6" o.c. to the long leg of a 2" x 5" x 1/8" aluminum angle used to provide the buildout, which is anchored to the wall. This condition is repeated at the sill but using a 2" x 3" x 1/8" angle. The 2" x 5" & 3" x 1/8" angles are then anchored to the wall as shown on "Build -Out Mount" Section, Sheet 2 of 2 of Dwg. No. 2122, bearing the Dade County Product Control approval stamp. Manuel Perez, P.C. Pla Product Control Division Examiner!! iinl Green Fnclos i� res EXPIRES ACCEPTANCE NO.: 95 : Q418 Q4 �g l 1996 APPROVED FEB 1 2 1999 4.1.3 a lingffnsi Mo na The p anels are secured inside a top track "U" Header at the head, � which is anchored aluminum Base of the concrete lentil opening; find fastened to the uts continuous ated at 6" o c., which is anchored to a concrete Angle, using 1/4"-20, x 3/4 " studs with wing spaced slab or bulkhead as shown on "Ceiling/Inside Mount" Section, Sheet 2 of 2 of Dwg. No. 2122, bearing the Dade County Product Control approval stamp. 4.1.4 Mi11 Mo nn Wood FrBrning This installation is similar to the build -out & wall mount condition but anchored to a wooden This ins , sin the tension wood anchors as shown on "Wood Wall Mount" Section, Sheet 2 of 2 ul substrate using p Dwg. No. 2122, bearing the Dade Count y Product Control approval royal scam p. and shall 4.1.5 angles shall be to concrete, masonry and/or wood framin 4.2;x: � Anchorage of the aluminum ang specified on Drawing No. 2122, Sheet 1 & 2, consist of only the anchors, embedment and spacing to be of 2. Substitution of anchor type or indicated embedment is unacceptable and requires engineered separately. Fasteners must have their own bolt e th ead d cones or metal shields, not in Permanent set fastener components, embedded use, must be protected against corrosion, contamination and damage at all time. Each panel shall ll bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control App roved ". Y enin shall have a legible permanent marking instructing owner or tenant or an mo e e over Each 24 4 g " long at midspan of every la p joint with one row (for panels up 48" long) to ec panels over (for anels over 48" long) of 1/4 " -20 x 1" machine bolts with die cast aluminum rows 24 ap art � ( P wing nuts and washers, during p eriods of Hurricane warning. ►E ' n for building permit shall be accompanied by two copies of the following: A pplicatio 6.1.1 This Notice of Acceptance. size and location, including height above grade, 6.1.z Completely dimensioned drawing showing of openings to receive shutters; mean roof height, leng th and width of building. 6.1.3 to prints of approved drawings No. 2122, Sheet County of 2, bearing g Control h approval stamp, rov a l ta mps p stamp, Notice of Acceptance number and date by Dade requirement of the clearly marked to show the components selected for the proposed s installation. The Building Official shall ensure the adequacy of shutter to met, pressure opening in which it is to be installed. r. -2a- /I�...- -- Ma uel Perez, P.E. P ' s Examiner 11 Product Control /Division TEST LARGE MISSILE IMPACT TEST '• SFBC PA 201 -94 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE CYCLIC WIND PRESSURE TEST • SFBC'. PA 203 -94 NEGATIVE UNIFORM STATIC AIR PRESSURE TEST SFBC PA.202 -94 POSITIVE UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE DESIGN. PRESSURE RATING SATISFACTORY ATL - 1022.01.94 +84.5 PSF ATL- 1022.01 -94 •110.5 PSF ATL - 1022.01.94 +105.0 PSF ATL - 1022.01.94 DESIGN LOAD +65.0 PSF ATL - 1022.01.94 • -85.0 PSF ATL - 1022.01 -94 +70.0 PSF ATL; 1022.01.94 -85.0 PSF ATL - 1022.01.94 . +65.0 PSF -85.0 PSF Deflection Max. 3" Dcsign 0.875" • 127.5 PSF ATL - 1022.01.94 VIDENCE SUBMITTED • NOTICE OFACCEPTANCE: SPECIFIC CONDITIONS RESULTS: TEST LOAD, ACCEPTANCE NO.: 95 0418.04 APPROVED : FEB 1 2 1996 EXPIRES :" FEB 1 2 1999 Tests: 8.1.1 Test report on: 1.) Large Missile Impact, 2.) Cyclic Wind Pressure Test , and 3.) Uniform Static Air Pressure Test of "Aluminum Alloy" storm panels, prepared by American Test Lab, Report No. ATL-1022.01-94, • dated 10/23/94, signed and sealed by Jose Mitrani, P.E. Drawing: Sheets 1 & 2 of 2, prepared by Twenty First k# 8.2.1 Drawing No 2122, Bruna Screen Enclosures, Century, Eng., Corp., dated 10/24/94, revision 113 on 12/4/95, signed and sealed by John Carroll, P.E. Material certification: 8.3.1 Mill Certified Inspection Report issued by Nichols Aluminum, Dated 7/01/94 with chemical composition and mechanical properties for aluminum alloy 5052 -H32, .062" thick. 8.3.2 Certified Tensile Test Report Number 4JM -2695, prepared by Q. C. Metallurgical, allurgical, Inc., dated 10/31/94 for specimen #1022.01-94, signed and scaled by Frank Grate, Calculations; 8.4.1 Anchor analysis dated 5/15/95, Pages 1 through 4, prepared by Twenty First Century Engineering, Corp., signed and sealed by John Carroll, P.E. -2b- Menu I P rez, P.E. P1= dExaminer 11 Product Control Division END OF THIS ACCEPTANCE •3 - • ACCEPTANCE NO.: 4S -041 R 04 : FER 1 7 1996. : FEB 1 7 149' APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONI 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, arc no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approval ", or us specifically stated In the specific conditions of this Acceptance, Renewals of Acceptance will not be considered in 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 scaled the required documentation initially submitted, is no longer practicing the engineering profession. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for ?emoval 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. The Notice of Acceptance number preceded by the words Dadc 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. 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 bc available for inspection at the job site at all time. The copies need not be resealed by the engineer. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. This Acceptance contains pages 1, 2, 2(a) through 2(b) and this last page 3. Jtems 10, 11 .eC 12 listed below only ripply to pin7ctl products and donrz Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners In all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center, The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall bc used for anchoring. See section four (4) of this approval for sizes of fasteners uscd in testing. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapof the South Florida Building Codc. Man 'crez,P,E.Plans miner II Product Control Division IwCnll rH( I t;t,ilUitY EMir KING CORP. 2455 E. Sunr1$. BJvd. Su.;* 1203 ' FT. LAUDERDALE, FLORIDA 33304 (305) 561.2100 • h .4.4. 4 wind 1 o a d, i n9. ' + � �7— �3 `6 . 1.+ L Floor .�o c'.. a ' �7N� I.QV i t3 be 1 c.o J ‘ n. speed . !:lq s oh. . . . EX,o.D:S tit , • :c , .... Co;sJG 0,00Ls6.0 o, so ) CC Los)(1 tomp0 l5-.2.0 .0 0..67 .40.' -1.5, z C 6, .2 , * . C o, 9e .901-,,51 . 9I3) I 1 • ; . J 741,1A t ; . &.SC.. "7;-� 8 :Co e.Cci er�4 �o�..So1►d S.i: ns J M. ti ‘- o r e b j +'' etti 3 n , ac 44 2'7.6 9 " . trart . .t4tol4. I L4..7 /4)-1 . as :1 1 'it) ; V, 5 OHL CT NO. CALCULATED OY C►i•pulD O Y .1Z-.20 . z .Zp� F 1- 4 3. L r.,F F ! 9 29,7 p•,1y /► Z . -- V6.0 p3 F . J. 2.7 3 I,id . 1 Z yQ. s zS�3o . /, i(. 3�,5�F ./. 2. . = 40,1 f oF 3o-:ya . 1. 2..3 36, 7p5F , Z. �S .N Rscr yo. -So. 1, 21 . 38.,Co psF N. Op4P + • • ■M Obi PP INNS WOO. t/• . sow ow out 4•r Asit It1l{!1•lM or ' z.`r.3 ps F 1.9:4 F r 33.5 PsF 3G0, 2 pf /NJ' y.5 o. J DATE !ZfZ, DAIS • V h r 0 This safety alert symbol is used to attract your A attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. A CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summar Sheet COMMENTARY and RECOMM NDATIONS for COMMENTARY and RECOMM NDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES © Ws the responsibility of the installer (builder, building contractor, licensed contractor. erector or erection contractor) to properly receive. unload. store, handle. install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood A CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised to obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB- 91" from the Truss Plate Institute. A CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. A WARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. A WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. TRUSS STORAGE CAUTION: Trusses should not be A unloaded on rough terrain or un- even surfaces which could cause damage to the truss. Frame 1 DANGER: A DANGER designates a condition A where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. A WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections A should be made with minimum of 2 -16d nails. All trusses assumed 2' on- center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. alai ,Autillw, A CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. A DANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. A DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1., 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' L(In) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' L(in) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' SPAN Up to 24' Over 24' - 42' Over 42' - 54' Over 54' MINIMUM PITCH 3/12 3/12 3/12 TOP CHORD LATERAL BRACE SPACING(Las) 8' 7 ' 6' TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP/DF 17 10 6 SPF/HF 12 6 4 See a registered professional engineer DF - Douglas Fir-Larch HF - Hem-Fir Top chords that are laterally braced can buckle together and cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. MONO TRUSS Diagonal brace also required on end verticals. A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Truss Depth D(in) Maximum Misplacement PLUMB -±WL-14 Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required SP - Southern Pine SPF - Spruce-Pine-Fir Lesser of D/50 or 2" Plumb Line OUT-OF-PLUMB INSTALLATION TOLERANCES. A WARNING: Do not cut trusses. INSTALLATION TOLERANCES 1 1 1 Frame 6 / A —1 3 or hb greater 0 / I L(in) 12 Length L(in) t Lesser of L/200 or 2" e. OUT-OF-PLANE INSTALLATION TOLERANCES. / All lateral braces lapped at least 2 trusses. L(in) BOW Lesser of L/200 or 2" A DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. 12 —I 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. j!: Permanent continuous lateral bracing as specified by the truss engineering. Frame 4 r Up to 32' Over 32' - 48' Over 48' - 60' Over 60' 4/12 4/12 4/12 BOTTOM CHORD •LATERAL' BRAC SPACING(LBS) 15' 15' 15' BOTTOM °CHORD DIAGONAL BRACE SPACING (DBS) I# trusses] SP/DF 20 10 6 SPF /HF 15 7 4 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. OM CHORD PLANE Cross bracing repeated at each end of the building and at 20' intervals. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. 12 A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Up 10 28' Over 28' - 42' Over 42' - 60' Over 60' MINIMUM PITCH DIFFERENCE 2.5 3.0 3.0 TOP CHORD LATERAL BRACE SPACING(LBS) 7' 6' 5' TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP /DF 17 9 5 SPF /HF 12 6 3 See a registered professional engineer Continuous Top Chord Lateral Brace —� Required 10' or Greater Attachment Required DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce- Pine -Fir 4 or greater All lateral braces lapped at least 2 trusses. Frame 3 Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH 4/12 4/12 4/12 TOP' CHORD;: LATERAL BRACE SPACING(LB 8' 6' 5' TOP CHORD DIAGONAL BRACE SPACING (DBS) SP /DF 20 10 6 : 15 7 4 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. 12 5 r — 41111111/4•111111/. MI\ SP - Southern Pine SPF - Spruce- Pine -Fir PITCHED TRUSS Top chords that are laterally braced can buckle togetherand causecollapse if there isnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS A WARNING: Do not attach cables, chains, or hooks to the web members. Tag Line LW' ME Spreader Bar Toe In -111- OM In Mr] Spreader Bar Toe In 1 truss of br group of trusses nd brace (EB)' 60° or less Approximately Approximately 1/2 truss length 1/2 truss length Truss spans less than 30'. Approximately 1 /2 to Y3 truss len th Less than or equal to 60' Less than or equal to 60' Toe In Tag Line Tag Line Approximately 1 /2 to % truss len • th Toe In Tag Line GROUND BRACING BUILDING INTERIOR MECHANICAL INSTALLATION ;' Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Frame 2 A WARNING: Do not lift single trusses with spans greater than 30' by the peak. Backup ground stake Tag Line At or above mid - height Tag Line Strongback/ SpreaderBar Driven ground stakes Strongback/ SpreaderBar CAUTION: Ground bracing required for all installations. Approximately to 3 /4 truss length Greater than 60' Greater than 60' A Typical vertical attachment Strut (ST) 10' 10' Plan Typical horizontal tie member with multiple stakes (HT) /101,1,1 HE∎I 10' Approximately Y3 to 3 /4 truss length ' A CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB -89, and in some cases determine that a wider spacing is possible. A (GROUND BRACING BUILDING: EXTERIOR Ground ddia als (GBD) Note: 2nd lcrt syst shall have ad to capacity to support ground ; aces End Wall Side Ground brace \ ` 111iruae of braced lateral (LB& - group of trusses / , End brace (EB) Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM DEPTH 30" 42" 48" TOP CHORD LATERAL BRACE SPACING(LBs) 8 ' 6 ' 5 ' TOP CHORD DIAGONAL BRACE SPACING (DBs) [# trusses] SP /DF 16 6 4 SPF /HF 10 4 2 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 4x2 PARALLEL CHORD TRUSS:TOP CHORD °) Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 1 The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. Continuous Top Chord Lateral Brace Required 1y All lateral braces lapped at least two trusses. All lateral braces lapped at least two -- trusses. End diagonals are for stability and must be duplica - • on both ends of the truss system. End diagonals are es. I tlai for stability and must be duplFc • ' • on both ends of the truss system. Top chords that are laterally braced can buckle togetherand causecollapee if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. Frame 5 2x4/2x6 PARALLEL CHORD TRUSS As45 3 =45 Continuous Top Chord Lateral Brace Required Attachment Required 10' or Greater 30" or } greater 3th" > Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. This safety alert symbol is used to attract your A attention! PERSONALSAFETYISINVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. A CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMM DATIONS for COMMENTARY and RECOMM NDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES © Ws the responsibility of the installer(builder building contractor. licensed contractor, erector or erection contractor) to properly receive. unload. store. handle. install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised A to obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB- 91" from the Truss Plate Institute. A CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. A WARNING: Do not break banding until installation begJns. Care should be exercised in banding re- moval to avoid shifting of individual trusses. A WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. I TRUSS STORAGE CAUTION: Trusses should not be A unloaded on rough terrain or un- even surfaces which could cause damage to the truss. Frame 1 DANGER: A DANGER designates a condition A where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. A WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections A should be made with minimum of 2 -16d nails. All trusses assumed 2' on- center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. A CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. A DANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. A DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. D(1n) D /50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1 -1/4" 5' 72" 1 -1/2" 6' 84" 1 -3/4" 7' 96" 2" 8' 108" 2" 9' L(In) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' L(in) ' L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' Up to 24' Over 24' - 42' Over 42' - 54' Over 54' MINIMUM PITCH 3/12 3/12 3/12 TOP CHORD LATERAL BRACE SPACING(LBS) 8' 7 ' 6' TOP CHORD DIAGONAL BRACE SPACING (DBS) C# trusses] SP /DF 17 10 6 SPF /HF 12 6 4 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. MONO TRUSS I Maximum Misplacement PLUMB Continuous Top Chord Lateral Brace Required Attachment Required SP - Southern Pine SPF - Spruce- Pine -Fir A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Truss Depth D(in) Lesser of D /50 or 2" Plumb Line OUT -OF -PLUMB INSTALLATION TOLERANCES. 0 0 � ti 2q A WARNING: Do not cut trusses. INSTALLATION TOLERANCE S 1 T ± /e 1 1 ±1/4' Frame 6 L(in) 12 — 1 3 or /" greater Length L(in) t Lesser of L/200 or 2" All lateral braces lapped at (east 2 trusses. L(In) BOW { f Lesser of L/200 or 2" OUT -OF -PLANE INSTALLATION TOLERANCES. A DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. WEBMEMBER PLANE; •e Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Permanent continuous lateral bracing as specified by the truss engineering. Frame 4 Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM' PITCH 4/12 4/12 4/12 BOTTOM CHORD ,LATERAL BRACE SPACING(LBs) 15' 15' 15' `BOTTOM :CHORD DIAGONAL BRACE SPACING'.(DBB) SP /DF 20 10 6 SPF /HF 15 7 4 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. BOTTOM CHORD, PLANE, I Cross bracing repeated at each end of the building and at 20' Intervals. • Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. DF - Douglas Fir-Larch HF - Hem-Fir Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required 12 SPAN Up to 28' Over 28' - 42' Over 42' - 60' Over 60' PITCH DIFFERENCE 2.5 3.0 3.0 TOP:CHORDIabirgi1111 LATERAL 7' 6' 5' TOPCHORDNIMPit:;; DIAG ONAL BRAC SPACING (DB& • : Sp/DF.. 17 9 5 12 6 3 See a registered professional engineer SP - Southern Pine SPF - Spruce-Pine-Fir 4 or greater All lateral braces lapped at least 2 trusses. Frame 3 Up to 32' Over 32' - 48' Over 48' - 60' Over 60' 1111MINIMUM 4/12 4/12 4/12 TOR CHORD LATERAL BRACE SPACING(LB& 8 ' 6' 5' TOP CHORD DIAGONAL BRAcE SPACING (DB& SP/DF 20 10 6 15 7 4 See a registered professional engineer DF - Douglas Fir-Larch HF - Hem-Fir All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 12 5 r SP - Southern Pine SPF - Spruce-Pine-Fir A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside or the top chord when purling are attached to the topside of the top chord. A WARNING: Do not attach cables, chains, or hooks to the web members. Tag Line or less Spreader Bar Toe In -MIII- ` om Spreader Bar l , 1 I Approximately Approximately Y. truss length 1 /2 truss length Truss spans Tess than 30'. Toe In l truss of bra group of trusses nd brace (EB)Y Approximately 1 /2 to % truss len : th Less than or equal to 60' Less than or equal to 60' races. —2nd floor Toe In Tag Line -- Approximately Y. to 3'3 truss len th Toe In Tag Line GROUND BRACING BUILDING INTERIOR • Ground rat• / dia oats (GBD) Note: 2nd I system shall have ad to capacity to support ground MECHANICAL INSTALLATION Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line A CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB -89, and in some cases determine that a wider spacing is possible. A 'let floor CAUTION: Ground bracing required for all installations. A WARNING: Do not lift single trusses with spans greater than 30' by the peak. Frame 2 Tag Line At or above mid- height Tag Line Strongback/ SpreaderBar Strongback/ Spreader Bar Driven / ground stakes J l 10' Approximately V3 to 3/4 truss length Greater than 60' II I ��1111k1111 ,CI ►1 \I %1 %1 �1► 10' Approximately V. to truss length Greater than 60' (GROUND BRACING: BUILDING E A Typical vertical attachment p� Strut Backup \�� Jr /// (ST) ground - stake 10' Plan Typical horizontal tie member with multiple stakes (HT) End Wall glair, Grou,ld brace \ 1 of braced Iatera (LBG) g roup of trusses End brace (EB) Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM DEPTH 30" 42" 48" TOP CHORD LATERAL BRACE SPACING(LB) 8 ' 6 ' 5' TOP CHORD DIAGONAL BRACE (DBS) (# trusses] r' SP /DF 16 6 4 SPF /HF 10 4 2 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir 4x2 PARALLEL CHORD TRUSS:TOP CHORD') Top chords that are laterally braced can buckle together and cause collapse if there iuno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purline are attached to the topside of the top chord. 1y . The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces Zapped at least two trusses. All lateral braces lapped at least two trusses. End diagonals are ess&ntial for stability and must be duplicated on both ends of the truss system. End diagonals are for stability and must be duplicat , on both ends of the truss system. 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when pug lino are attached to the topside of the top chord. A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Frame 5 30 (Des) =45 Continuous Top Chord Lateral Brace Required Attachment Required /OT russ es S PF /Hr 2 ' 0 .0, Continuous Top Chord Lateral Brace Required Attachment Required 10' or Greater 30° or 2 greater 10" or Greater r -, 31" X Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. M A X I M U M DESIGN LOAD IV' - -, TYPE 1 MULUON 2' x J" x .125" TYPE 2 MULLION 2" x r x .125" W/ INSERT TYPE 3 MULLION 2" x 3" x .125" TYPE 4 MULLION 2' x 5" x .125 W/ INSERT MULLION SPACING MULLION SPACING MUIJON SPACING MULLION SPACING J' OR LESS > 3' TO 4' > 4' TO 5' J' OR LESS > 3' TO 4' > 4' 70 5' > 5' TD 8' 3' OR LESS > 3' TD 4' > 4' TO 5' > 5' TO 8' J OR LESS > 3' TO 4' > 4' 70 5' > 5' TO 8' 40.0 7' -3' 6' -7" 6' -1 " 9' -7' 8' -8' 8 -0' 7' -10' 10'-11' - 9 10' -7' 9' -0" 15' -4' 13 12 12' -8' 42.3 7' -1' 6' -5' 6' -0° ' 9' -4" 8' -6 7' -10' 7' -9" 10'-8' . 9' -8' 10'-4' 8' -10' 15' -0 13'-8 72'-8' 12' -5' 45.0 7' -0' 8' -4' 5' -11' 9' -2" 8' -4' 7' -9 7' -7 10' -6' 9' -6' 10' -2" 8' -8' 14' -9' 13' -4' 12' -5" 12' -2' 47.5 6' -10' 6' -J' 5' -9" 9' -0" 8' -2" 7' -7' 7' -6' 10' -3' • 9' -4' 10' -0' 8' -6' 14' -6" 13' -2' 12' -2" 12' -0" 50.0 6' -9" 6' -I ' 5' -8' 8' -10' 8' -0" 7' -6" 7' -4' 10'-1' - 9' -2' 9' -9' 8' -4" 14' -2' 12 12'-0' 11 ' -10' 52.5 6' -7' 6'-0' 5' -7" 8' -9' 7'- T 1 ' 7-4- 7' -2" - 9 - 9' -0" 9'-8' ' 6' -J" 14' -0' 12' -9' 11 11 ' -7 55.0 6' -6' 3 5' -6' 8' -7' 7-10' 7' -3 7 9' -10" - 8 9' -6' 11 13' -9' 12' -6' 11 '-8' 7 7' -5' 57.5. 6' -5' 5' -10' 5'-5" 8' -5" 7'-8" 7' -1' 7' -0' 9'-8' - 6' -9' 9' -4" 8' -0' 13' -7' 12' -4" I1' -5" 11' -J' 60.0 6' -4' 5' -9' - 5' -4' 8' -4" 7-7' 7' -0' 6' -10' 9' -6" - 8' -8 9' -J' - 7'-11" 13' -4' 12' -2' I 1 ' -4" 11 62.5 6' -3" 5' -8' 5' -3' 8' -2' 7' -6' 6'-11" 6' -10" 9' -5' ' 8' -6" 9' -1' 7' -9" 13' -2" 12' -0' 1 1 ' -1 ' 10 65.0 - 6' -2" . 5' -7' 5' -3' 8'-1" 7' -4' 6' -10' 6'-8' 9' -J" . 8' -3' 9' -0" 7 -8' 1..1 11 7 1 ' -0" 10•-8° 67.5 6' -1 ": 5' -7' 5' -2' 8' -0" 7' -r 6' -9" 6' -7" 9' -2 ° 8'-4" 8' -10' 7' -r 12' -10' 11'-8 10' -10' 10' -8" 70.0 6' -0' - 5' -6' ' .5 r-11' 7' =2" 6'-8' 6' -6' 9'-O' 8' -J' 8' -9' 7' -6 12' -8' 11 10' -9 10' -6' 72.5 5 5' -5' 5' -0' 7' -10' 7 6' -7' 6' -6' 8' -11' 8'-t " 8' -e' 7 12' -8' 11 I0' -r 10' -4' 75.0 5' -11 5'-4' 5' -0' 7' -9' 7' -0' 6' -6" 6' -5' 8' -10' 8' -0' 8' -7' 7' -4' 12' -5' 11' -J 10' -6' 10' -2' ACTUAL E. D.= EDGE DISTANCE FACTOR 3 1/2" - 1.0 3" - .86 2 1/2" , .71 . 2 - .50 MULLION LOADING CHART MAXIMUM DESIGN PRESSURE RATING ° W" • . s. f. AND CORRESPONDING MAXIMUM SPAN "L A GIVEN TYPE OF MULLION AND MULLION SPACING. MAXIMUM ANCHOR SPACING (in.) AT SIDE RAILS VERSUS EDGE DISTANCE = E. D. MAXIMUM SIDE RAILS SPACINGS SHOWN ON SHEET 4 OF 10 ARE VALID FOR 3 1 ° EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2 , REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON THAT SHEET BY THE FOLLOWING FACTORS. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) (Th 2 / / 7 /ii tii ... \ TIUJT TESTING & ENGINEERING COMPANY 893 N.w. 78th. St. Sts. 217. VIRGINIA GARDENS. fl 316E Phone : (7C5)E71 -1570 . - .a • =slim WALTER A. TILLIT Jr.. P. E. FLORIDA Lie. 44167 Ft. FOR AMERICAN SHUTTERS & AWNINGS INC 18361 NE 4 CT MIAMI, FLORIDA 33179 AN C 2 C]COVO. ROLL -UP SHUTTER -,c CV 4 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA lutN2 ��07 991 • BY PRODUS .: I TROL DIViSiON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. q D I'L.03 =CR0MM 00,72 DADE COUNTY SCALE 4/12/99 OATS . 99 - 126 CRAWING No SHEET 10 OF 10 MAX /MUM D E S I G N LOAD w" (P.s. 0 TYPE 1 HEADER 2' x 3 x .125" TYPE 2 HEADER 2 x 3" x .125 w/ INSERT TYPE 3 HEADER 2° x 5 x .125 TYPE 4 HEADER 2' x 5' x .125 W/ INSERT STORM BAR HEIGHT 570RM BAR HEIGHT STORM BAR HEIGHT STORM BAR HEIGHT 5' -0' > 5' TO 8' < 5' -0" > 5' 70 8' < 5' -0' > 5' TO 5' > 8' TO 10 < 5' -0" > 5' 70 8' > 8' 70 10 40.0 11' -4 9' -0 - 13' -6 "- 6' -5" 1O' -8° 7' -0" 15' -6" - 13' -2" 11' -9" 20'-1 - 8.-r, 16' -0" 14' -4' 42.5 11' -0" 8' -9" 1J' -0' - 10' -0' 10' -4" 42.5 - 15' -3"- 72' -9' 11' -5 "' 19' -8" " 7'-1 " -, 15' -6' IJ' -10 45.0 10' -9' 8' -5" 72' -8 9' -0' 10' -0 - 15'-7" 12' -5" 11 '-1" 19'-1" 6' -6 . 15'-1" 1 J' -6' 47.5 10' -6" 8' -4 "' 12' -4' 8' - ? ", 9' -9 9' -0' 14' -10 ". 12' -1" 10' -9" 18' -7 10' -0 14' -8" 1J' -1 50.0 10' -J" 8' -0• • 12' -0" 7 9' -6' 8' -J' 14' -B" - 11' -9" 10' -6' 18' -1" 10' -0' 14' -4" 72' -10" 52.5 10' -0" 7' -10' . 11' -9" 6' -8' 9' -4" 6 -B' ' 14' -6' 1l' -6" 10' -J 77' -8 • 8' -7' 14' -0" 12' -6 55.0 9' -9' 7' -8" - 11' -6" 52.5 " 9' -0" 6' -J" 14' -2" 11' -J" 10' -0" 17' -J' 7'-6' 13' -B" 72' -2" 57.5 9' -6 7' -6" - 11' -3' 10' -0" 8' -10 l0' -0' 1J' -10' 11' -0" 9' -10" 16' -10 7 -0" - 13' -4 11' -11 60.0 9' -4" 7' -4" • 11' -0" 9' -0' 8' -8" 10' -0" 13' -7" 10' -9' • 9' -7" 76' -6" 5' -10' 13' -1" 1l' -8" 62.5 9' -2" - 7' -J" . 10' -9" 7' - 10': 8' -6" 8' -0" 13' -4" 10' -6" 9' -5" 16' -2" f0' -0' 12' -10" 1l' -5" 65.0 9' -0 7' -1" • 10' -6 6' -0' 8' -4" Y -. 13' -0 10' -4 9' -3" 15' -10 ° - 9' -0' 12' -7" 71 -3' 67.5 8' -10" - 6' -71" 10' -4" 6' -0' 8' -2" 6' -10' .. 12' -10" 10' -1' 9' -1" 15' -7 "- Y-0' 12' -4 11' -0 70.0 B' -7" 6' -10" 10' -2 10' -0' 8' -0" - 12' -7" 9' -11" 8' -11 ". 15' -4 "• 6' - 4' 12' -1" 10' -10" 72.5 7 -6' B -4 9 ' -O ' - 10' -0" 70' -0 12' -4" 9' -9" 8' -9" -v" 6' -2' 1 - 1 . 7• " 6' -J' 6' -71' 7' -6' • - 7 -4" B' -2" 9'-0' - 10' -0" 10' -0' 10' -0" 70 .0 - 5' -10" 1WOMUM DESIGN LOAD • W . (p.a. TYPE 1 STORM BAR 2' x 2" Jr .250' TYPE 2 STORM BAR 2" x 3" x .125" TYPE 3 STORM BAR 2" Jr J r .125' W/ INSERT TYPE 4 STORM BAR 2" • 5 it .125" W/ INSERT STORM BAR SPACING • STORM BAR SPICING • STORM BAR SPACING • STORM BAR SPACING • 6' -0 . 5'-C' 4 -0" a 3' -0•- 6 -0" - 5'-O' 4 -0" 44 J -0" 6 -0" : 5 -0' ` 4•_O" a J' -0° 6' -0' 5_0 4' -0 4E 3 -0" 40.0 ' 6' -5" 6' -B" 7' -0" 7' -7' - 7' -J' - 7' -6" . 8' -0" ' 8.-r, 8'-8 ' 9' -0' 9' -0' - 9' -0' 10' -0' 10' -0' 10' -0' 10' -0" 42.5 - 6'-4' - 6' -7' 6 -11 ' . 7' -6" : 7'-1 " -, Y-3" 7'.-ii ' 8'-6' 8'-5' . 9' -0" 9'-O" 9' -0' 70' -0' 10'-0' 70' -0' to.-o- 45.0 , 6' -J' . 6' -6 . 6' -10' 7.-5' - 6' -11 '•- 7.-4-. 7' -9" 8' -4' 8' - ? ", 9' -0" 9' -0' 9'-0" 10' -0' 10' -0" 10' -0" 10' -0 47.5 " 6' -2 6' -5" 6' -9" 7-4" - 6 -9'. 7 7-8" 8' -J' 8' -0" •- 8' -9' 9' -0" 9' -0 10' -0' 10' -0' 10' -0" 10' -0' 50.0 , 6' -0" 6' -4" 6' -8' 7 -2' ' 6 -B' ' 7 -1 - 7 -7 . 8' - ?' 7 -9" , 8' -7' 9' -0' 9'-0" 10' -0" 10' -0" 10' -0" 10.-o- 52.5 " 6' -0" ' 6' -J" 6' -7' 7 6' -3° j 7' -0" 7'-6' 8'-0" • 7 - 8' -4" 9' -0' 9' -0" 10' -0° 10' -0" 10' -0" l0' -0' 55.0 ' 5' -11' . 6' -2' 6' -8' 7 -0" - 6' -J' • . 8' -1 1 " - Y -5' • 7 , 7-5' - 8' - 1 " 9' -0' 9'-0' 10' -0" 10' -0' 10' -0" 10' -0' 5Z5 • 5' -10' 6' -1' 6' -5" 7 -0' ' 6' -2" -' 6' -9' Y -4' 7' - 10': 7 -3'- 8' -0" 8' -11' 9' -0' 70' -0' 10' -0" f0' -0' I0' -0' 60.0 5' -9' • 6' -0' 6' -4' 6' -11" i 6' -0' 6' -7' Y -. Y -9' = 7 -1'- 7' -9' 8'-B' 9' -0' 10' -0" 10' -0" 10' -0" 10' -0' 62.5 ' 5' -B" 6' -0' 6'-4' 6' -10' .. 5' -11 • 6' -6' Y -2" 7' -Y Y-0' 7 - 8' 8' -6' 9' -0' 10' -0" 10' -0 10' -0" 10' -0' 65.0 - 5' -11' 6' -J' 6' -9" . - 6' - 4' 7 -1' 7 -7' - 7 -6' B -4 9 ' -O ' - 10' -0" 70' -0 10' -0' 67.5 - 5' -11' 6' -2' 6'-8' • - 6' -J' 6' -71' 7' -6' • - 7 -4" B' -2" 9'-0' - 10' -0" 10' -0' 10' -0" 70 .0 - 5' -10" 6'-1" 6' -7' , - 6'-1" 6' -10' 7 -5" - 7 -2' B' -0' 9' -0" - 10' -0" 10' -0° 10' -0" 72.5' - 5' -9" 6' -0" 6' -7° - 6' -0' 6-8' 7 -5' - 7 -1' 7' -11' 9'-0" - 10' -0" 10' -0" 10' -0" 75.0 - 5' -8" 6' -0' 6' -6' - 5'-11" 6' -7' 7 -4' - 7'-0" 7' -10' 9' -0" - 10' -0' 10' -0' 10' -0" STORM BAR LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W" • ° s. f. AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) • STORM BAR SPACING SHALL BE SUCH THAT MAX /MUM SLAT SPAN SHALL NOT BE EXCEEDED. HEADER LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" (Ft.) FOR A GIVEN TYPE OF HEADER AND STORM BAR HEIGHT (Ft.) (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 - 88) / TILUT TESTING & ENGINEERING COMPANY 6795 N.N. 39111. St.. Stn 217. VIRGINIA GARDENS. Fl 33196 Phone : (305)671 -1530 . Fox : (305)871 -1531 WALTER A. TILUT Jr.. P. E. FLORIDA Lic. 44167 ROLL -UP SHUTTER APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT Jun) _03 / -39 5c, EY - .. - - - ---- 1 1U11 GiNG f,(i,' 0121' LIASSa 0: AC^Er' ; ;'"ri '7. 1-1_ f - hH ea -03 AMERICAN SHUTTERS & AWNINGS INC. 18361 NE 4 CT MIAMI, FLORIDA 33179 Rv. IC 2 OCiCIavn6M 0311 9 • 0* DADE COUNTY SCALE 4/12/99 DATE 99 - 126 DRAWING No SHEET 9 OF 10 DESIGN LOAD W (p.s.f.) Min. SEPARATION TO GLASS . 48 TO 60 SLAT TYPE 1 3/16 . 36 TO 48 2 MAXIMUM SLAT SPAN * MIN /MUM SEPARAAON TO GLASS W/O ® W/ SINGLE & MULTIPLE UNIT s* SINGLE & MUL77PLE UNIT **it +64.0, —75.0 / 60 1 N/A 3 3/16 3° +48.0, — 61.0 69 N/A 3 1/2 3 +48.0, —61.0 N/A 70 3 3/4 3 +43.0, i —55.0 N/A / 72 3 3/4 ' 3 i SLAT SPAN (ft) ' Min. SEPARATION TO GLASS . 48 TO 60 3 3/16 . 36 TO 48 2 5/8 36 OR LESS 1 3/4 :7/2 TILIJT TESTING & ENGINEERING COMPANY 0.999 N.M. 36th. St.. Ste. 217. NRQNM GARDENS. Fl 33166 Phan.: (305)671 -1530. Fax : (30.5)671 -1531 WALTER A. TILUT Jr.. P. E. FLORIDA Lic. 44167 INV. No OCICONTON ROLL —UP SHUTTER AMERICAN SHUTTERS & AWNINGS INC. 18361 NE 4 CT MIAMI. FLORIDA 33179 MEV. Ns rt 4 OOTI tas01Onw SCALE 4/12/99 DATE 99 — 126 DRAWING No SHEET 8 OF 10 s ** 0** SLAT DETAIL SCALE 1/2' - 1' (SEE SCHEDULE) N/A — NOT APPLICABLE. SPANS VALID FOR APPLICABLE ELEVATIONS OF BUILDING. MINIMUM SEPARART/ON TO GLASS FOR SHUTTERS INSTALLED WITHIN THE FIRST 30'-0 ELEVATION OF BUILDING AND MAXIMUM SPAN. SEE TABLE 1 / FOR Min. SEPARATION TO GLASS FOR SPANS LESS THAN Max. ALLOWED. MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30' -0 ✓ ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. 1107F• 1. MINIMUM SEPARATION TO GLASS FOR SINGLE AND MULTIPLE UNITS SHALL BE MEASURED FROM SLAT TO GLASS 2. MINIMUM SEPARATION FROM STORM BAR TO GLASS SHALL BE 2 3. SLAT ORIENTATION SHALL BE: CONCAVE SIDE TO THE EXTERIOR. 4. MINIMUM SLAT ENGAGEMENT INSIDE TRACK SHALL BE 1 1/4 5. MINIMUM SLAT SEPARATION TO GLASS FOR INSTALLATIONS ABOVE 30' -0 MEASURED AT BOTTOM OF SHUTTER IS 3° SLAT PERFORMANCE CHART MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM SLAT SPAN "L" FOR TYPE 1 SLAT TABLE 1 : C SINGLE SPAN C 0 SPAN LAYOUT / 0 0 0 3 MULTIPLE SPAN 3 3 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA HIDING CODE DA 9 BY PRODUII .ti ROL MIS ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO T- 0 Li [Z - D 3 DADE COUNTY WOOD HEADER REQUIRED EXISTING WINDOW VARIES SEE TABLE 1 ON SHEET 8 OF 10 FOR Min. SEPARATION /GLASS FOR INSTALLATIONS WITHIN 30 /GRADE MEASURURED AT BOTTOM OF SHUTTER ti N. T. S. 1/4' 0 x 4' LONG LAG SCREW • Eo. STUD OR 0 12" 0. C. IF Cont. WOOD HEADER EXISTS AT THIS LOCATION. 2' x 2' x 1/8" Alum. ANGLE 6063 —T6 Alum. ALLOY 1 ° x 2" x 1/8° Cont. Alum. L (6063 —T6 ALLOY) 1/4' 0 x 4° LAC SCREWS O Eo. STUD WOOD STUD O 24' 0. C. MAX REQUIRED WALL MOUNTING INSTALLATION SINGLE SPAN CONDITION Max. 0 0 0 Mi NOTES: 250' Max. 2 x 4° WOOD STUDS REOU/RED 0 CORNER (TYPICAL) PLAN B (SECTION) INSIDE MOUNT N. T. S. 1/4" 0 x 4' LONG LAG SCREWS 0 4 0. C. W/ 1 1/2' Min. PENETRATION TO EXISTING WOOD STUD. 14x3/4 S. ® O. C. 2 x 3' x 1/8 Cont. Alum. ANGLE 2 x 4' WOOD STUDS REQUIRED 0 CORNER IIIIL (TYPICAL) . ■■■■ y A, A I® Max. ........ 1/4' / x 4 LONG LAG SCREWS 0 6 0. C. W/ 1 1/2' Min. PENETRATION TO EXISTING WOOD STUD. - PLAN A (SECTION) - WALL MOUNT N. T. S. it* 2" x 3 x 1/8" Cont. Alum. TUBE (6063 —T6 ALLOY) / 14x $ S O 3,540. C. 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS OR EQUAL THAN 30 FEET. 2. FOR NEW FRAME CONSTRUCTION: WOOD MEMBER TO BE SOUTHERN PINE No. 2 W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 3. MIN /MUM PENETRATION OF LAG SCREWS INTO WOOD MEMBER TO BE 1 1/2 ° . .250° /1 i NC.\ Max. TIWT TESTING & ENGINEERING COMPANY 6595 N.W. 30th. St.. Ste. 217. VIRGINIA GARDENS. FI 33166 Phone : (305)671 -1530 . : (305)671 -1531 WALTER A. TILLIT Jr.. P. E. FLORIDA Lic. 44167 IC. 110 2 .500 _1 PLAN C - (BUILD -ouT) - N. T. S. onewPTO% / ROLL —UP SHUTTER 18361 NE 4 CT MIAMI, FLORIDA 33179 0►11 REV. 11° 3 oac.rno1 2 x 4 WOOD STUDS REQUIRED 0 CORNER - (TYPICAL) 1/4 0 x 4 LONG LAG SCREWS 0 6" 0. C. W/ 1 1/2" Min. PENETRATION TO EXISTING WOOD STUD. AMERICAN SHUTTERS & AWNINGS INC. APPROVED AS COMPLYING WITH THE SDSTH FLORIDA BUILDING CODE E:. PR Oi ;UCI CONTROL DIV :S• )N BUILDING CODE COWL :P.ACE OFFICE r.cr;1 NO. — 04 Z. - 03 DADE COUNTY SCALE 4/12/99 DATE 99 — 126 DRAWING No SHEET 7 OF 10 I 1/2' x 1' x .100' r 0• -6' NUT. ANGLE (INTER/ HL) W/(J) /14x1'SM. 1D WALL &(J)3/76'• S S RIVET 1D (3). f f/2' r 1' r .100' 0 INTERNAL Alum. ANGLE w/(J) 3 / /6' • 3: s: POP RoR7S 10 ®. 2 r 2' r .125' r MULLION DEPTH ALUMINUM ANGLE S GT SIDE) W/ � 1/2' • WEDGE ANCHOR 01? FMK BOLTS TO : 3/14 Jr' RD ( CI OR (TTP. 7 & : • •'V) CONNECT HEADER TO MULLION W/ 2 14 x 2'S M. S AS SHOW?. OPEN HOLE TO FTT S M. S. ANO COVER WITH NYLON L: 4P DOOR OR YANDOW CLASS 0/4 OR R/4 FLOOR /CEILING MOUNTING o SECTION W — W (1) & W — W (2) 0 POURED CONCRETE REOU6tED CO ED \ SCALE : 1/8' = 1 ° 0/4 OR R/4 • 4000 MIA. Typ. SCALE : 1/8' = 1 CONCRETE ANCHORS 0 8' 0. C OO r. CONNECT it (aj OR 1 TO (5'1 CT J / r W / J/ /l 4 r 3/4' S 3 4 J' 1 3' x .250' r 0 Alum. ANGLE FOR SINGLE SPANS & J' x J r J//B'x 0' -2' Alum. ANGLE FOR MUL1INi.E SHWS W/ 4 /14 x 3 / 4 ' S M . S TO HEADER & 3/8 • THRU BOLT ID UL L10N THRU SIDE RAE. O POURED CONCRETE RETXTRED 1 1/2' r t' r .100' r 0 Num. ANGLE (INTERNAL) W /(3) /14 r 1' S A. S TO WALL R(3)3/16 S S. Rncis 10 ®. 1 7/2' r I' r .loo' 0 1NRERNAL Nut. ANGLE W/(3) J/16' • S S Pop mVE75 TO M. J ° x J ALLJIMIM ANGLE COSTING OPENING Ocw / 1/2' r I' r .100' x 0 -6' Alum. ANGLE (A/ERNAL) W /(J) /14 r 1' S M. S. 10 WALL R(3)3 /16'0 S S RACES 70 ® . 1 1/2' r 1' r .100' r 0 INTERNAL Arm. ANGLE WAS) 3%16' • S S POP RREeS TO ®. err 111i ELEVATION SCALE : 1/8 = 1 CONNECT HEADER TO MUUA]N W/ 2 /14 • 2'S. M. S AS SHOWN. .WEN HOLE TO FIT S. M. S AND COVER WITH NYLON GP. PLAN 1 SCALE : 1/4' = 1 WALL MOUNTING SECTION W — W (3) SCALE: 1/8 °= 1° CONNECT .114 e(l� S TO S. S� T C /� , 7710 s(L�/r w / JO/R14ECr 1 7,/2' , I' , .100' • x .7/4' A/.S ( NOTE 1) 0' -4' INTERNAL Alum. i ANGLE W/(J) VHF • S S. POP RUCS 1O ®. / / AIED T HEAD • WEDGE i ANCHORS /a AT WI ND7H OF MULLION. CO NCRETE 0001? WINDOW GLASS 2' x 2' r .125• Cont ALUMINUM / TUBE W/ 2' x 2' r .125' r 0 -2 ALUMINUM ANGLE TO MULLION ,J/14 r4/4'S AL S SCALE: 1/8'= 1" /1 itI?INC.\ TILUT TESTING ! ENGINEERING COMPANY 6595 N.N. 36th. SL. St.. 217. VIRGINIA CAROENS, TL 33166 Mans : (305)971 -1530 . Fax : (303)871 -1531 WALTER A TIU.IT Jr.. P. E. FLORIDA Lic. Q 44187 3.000' Mln. s POURED CONCRETE REQUIRED A Y. m. 1 4 PLAN 2 SCALE : 1/4' = 1" 2' x 2' x .128' Cont. ALUMINUM ANGLE W./ /14 1'S A. S • 12 0. C 0R © / OOQRO / WALL MOUNTING AT TOP ROLL-UP SHUTTER AMERICAN SHUTTERS & AWNINGS INC. 18351 NE 4 CT MIAMI. FLORIDA 33179 OQlPTC01 1 • SHEET 8 OF 10 OAR W. w CONNECT HEADER TD WALL W /I /2'•x J / 2 S S REV HEAD ANCHOR AS SHOWN. OPEN HOLE TO FIT ANCHOR & COVER W/ NYLON CAP. END GP STUB CONNE Q� OR I� TO (?) W/ , . / OR L TD r J /4' M. S S � END GP APPROVED AS COMPLYING WITH THE SOUTH � F ( LORIDA BUILDING CODE DA` J LAIN 0 19_3.4_ BY .h14 G PRODW t C A . ROL DIVISION • BUILD! G COME COMPLIANCE OFFICE ACCEPTANCE NO1 - 0-- O i M1[ DADE COUNTY AS SHOWN SCALE 4/12/99 DATE 99 - 126 ORAWINO No POURED CONCRETE OR CONCRETE BLOCK REQUIRED POURED CONCRETE REQUIRED J Wn. FOR Cont. SPAN INSTALLATIONS ABOVE 30 AND SEE SCHEDULE ON SHEET 8 OF 10 FOR 1,6n. SEPARATION/ GLASS FOR INSTALLATIONS Wl110N 30 /GRADE MEASURED AT 807 OF SHUTTER D009 OR YdNDOW GLASS 2.000• (Min.) //z'z31 2 x 2' x .125' Cont. Alum. ANGLE W/ CONCRETE ANCHORS 0 12' a C. O O 1 J WALL MOUNTING o SECTION V — V (1) K T. S. POURED CONCRETE REQUIRED 2 x J x .250' (FOR TYPE l STORM BAR) OR 2' x 4 x 250 (FOR TYPE 2, 3 & 4 STORM BARS) Alum. ANGLE EA. SIDE x 6' HIGH w/ (2) 3/8' 0 x 1 7/8 RED HEAD SLEEVE ANCHORS TO WALL f 4 /14 x 1' 70 STORM BAR DOOR OR WINDOW CLASS 3' A6n. FOR Cont SPAN INSTALLATIONS ABOVE 30'/GRADE AND SEE SCHEDULE ON SHEET 8 OF 10 FOR Min. SEPARA1TON/GLASS FOR INSTALLATIONS WITHIN 30/ GRADE MEASURED AT 80T7OM OF SHUTTER / POURED CONCRETE REQUIRED 2.000 - (Min.) (Min.) 0 0 ti 4 1' x 2 x .725' Cont. Alum. ANGLE w/ OOMCRE7E ANCHORS • 6' 0. C. J �O 0 4 1 j//;; �--- 3.0110' Min CEILING & FLOOR MOUNTING SECTION V V (2) Id. T. S. „),- _ 1 ! e L' 1 R 1-1. 1. DO0 EDGE OF WALL g SECTION S2 — S2 SCALE : 1/2' – 1' IL EC O INC. TIL1R TESTING & ENGINEERING COMPANY 6595 N.N. 36th. St.. St.. 417. VIRGINIA GARDENS. Fl. 33106 Phone : (305)871 -1530. Fm : (305)871 -1531 WALTER A. TILIJT Jr., P. E. FLORIDA Lic. # 44167 2' x 2' .125' x STORM BAR DEPTH ALUMINUM ANGLE EA. SIDE SECTION S — S SCALE : 1/e – 1 • SECTION S1 — 51 SCALE : 1/2' – 1 • (2) / 14 x 3/4 S M. S. EACH SIDE (Typ.). AMERICAN SHUTTERS & AWNINGS INC., 18361 NE 4 CT MIAMI. FLORIDA 3.3179 ray. 1r (2 CH 14 (3/.) S. Al. S. 5*11 2 CONCRETE ANCHORS EA. SIDE FOR CONCRETE INSTALLATIONS OR (2) / 74 x 3/4' S. M. S. R LLAUQN TO HEi1DE77S l J OR ((l9 AT TOP OF STORM EACH SIDE (Typ.) S. AI S. 2' x 2' x .125 x 0'-4 1/2 ALUMINUM ANGLE W/ 2 CONCRETE ANCHORS EACH SIDE. ROLL —UP SHUTTER t3V... x J x 250 (FOR TYPE 1 STORM BAR) OR 2' x 4' x .250' (FOR TYPE 2 Alum. STORM ANGLE EA SIDE BARS) H! W/ 2'3/8'. x 1 7/8' RED HEAD SLEEVE ANCHOR TO WALL W/ 1 1/2' Min. PENETRATION. O OR ® APP2OVED AS COMPLYING WITH THE SOUTH FLGRIDA BU:'LDiNG CODE D.. ".T EY Pl'CJUC' 7 v1ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCI.PTAIICE NO f 9 t Z•o3 OAT( DADE COUNTY SCALE 4/12/99 DATE 99 — 126 DRAWING No SHEET 5 OF 10 POURED CONCRETE REQUIRED SECTION P — P (1) : WALL MOUNT ( SCALE: FULL POURED CONCRETE OR CONCRETE BLOCK REQUIRED x 2° x or Cont. Alum. ANGLE W/ 1/4 / CONCRETE ANCHOR • 12' a c. 1° x 2° x .062 ConL. Alum. ANGLE CONCRETE ANCHORS 0 12 0. C. SECTION X —X(1) N. T. S. ✓ 3' Min. FOR SINGLE SPAN INSTALLATIONS ABOVE J0 %GRADE AND SEE SCHEDULE ON SHEET 8 OF 10 FOR Min. SEPAR TION/GLASS FOR INSTALLATIONS WITHIN M MEASURED AT BOTTOM OF SHUTTER. CONCRETE ANCHORS 04 ° aC J POURED CONCRETE CONCRETE BLOCK REQUIRED \ POURED CONCRETE ✓ REQUIRED 2' x 3' x .125" Cont. ALUMINUM ANGLE /74' x 3/4' S AL S • 6' O. C SECTION P — P (2) : SIDE WALL MOUNT ' scAL& l/2' - 1' 1' x 2' x Or Cont. Alum. ANGLE W/ CONCRETE ANCHORS 0 6' 0. C DOOR OR WINDOW GLASS POURED CONCRETE REQUIRED SECTION x —X (2) N. T. S. 2 x J x .125 Cont. Alum. ANGLE O Cont. 2' x 2' x .125 ALUMINUM TUBE W/ 2'x 2'x.125'x 0' -2 ALUMINUM ANGLE 70 MULLION W/ 3 114 x 3/4 S. AL S. EA. LEG. POURED CONCRETE OR CONCRETE BLOCK REQUIRED —\ CONCRETE ANCHORS ,1 0 8' 0. c. POURED CONCRETE OR CONCRETE BLOCK REQUIRED /14 x 3/4' S. M. 08° 0. C. POURED CONCRETE OR CONCRETE BLOCK REQUIRED CONCRETE ANCHORS / E 0 0 8" 0. C. FULL HEIGHT ® OR OG' SECTION X — X (3) N. T. S. ( ' I 250'+ Max. E X3 E0 SECTION P — P (3) : BUILD —OUT SCALE: 1/2 = 1 ° / 1 ° x 2° x 1/8' Cont. Alum. ANGLE W/ /14 x 1' S. M. S. 0 12 0. C. BEYOND 1 ° ° OR2 ° x 3 "x.062 Cont. ALUMINUM ANGLE CONCRETE ANCHORS 0 12 0. C. /14x3 /4 ° SM.S ✓ 0 6' 0. C. OR OO / TIWT TESTING At ENGINEERING COMPANY 13.595 N.M. 31119. 5t.. St. 217. VIRGINIA canoes. Fl. 33166 Phone: : (305)671 -1530 . Fax : (305)671 -1531 WALTER A TILLR Jr.. P. E. FLORIDA Lic. 44167 /14 x 1' S. M. S. 0 8'0. C. 2 /14 x 1° S. M. S. 08'0. C. I FR,k1: I CU i 5DL DIV :SION AL s , JILDIi CODE COMPLIANCE OFFICE SECTION R o R : MULLION MOUNT (i ' Ar:L. rdu - OL� -o3 AMERICAN SHUTTERS & AWNINGS INC. 16361 NE 4 CT MIAMI, FLORIDA 33179 RC /. N. J W -1 OR W -2 SECTION 0 — O : MULLION MOUNT SCALE.. 1/2' = 1" / W -1 OR W -2 SECTION R — R : MULLION MOUNT (FRONT) SCALE: 1/2' = 1' 2' x 3' x .125' Cont./ 500' / ALUMINUM ANGLE .500' SCALE: 1/2 = 1 oE]CRIPnoN DATE REV. N. a .250 Max. ROLL —UP SHUTTER OR O@ A PI; D AS COMPLYING WITH THE SMITH i L C IDA BUILDING CODE DATE DADE COUNTY AS SHOWN SCALE 4/12/99 DATE 99 — 126 DRAWING No SHEET 4 OF 10 L ` 1 T N a I NN S +—.125° © TYPE 1 MULLION: 3" EXTRUDED MULLION 6063 —T6 ALUMINUM ALLOY SCALE: 1/2 = 1 W/ M® TYPE 2 MULLION: 3" EXTRUDED MULLION 606J —T6 ALUMINUM ALLOY SCALE: 1/2 = 1 r -1 9/16 �+�{ I 1 9/16" x 2 9/16" x .125" ZINC PLATED STEEL INSERT ASTM A — J6 DESIGNATION SCALE 1/2' = 7" 1 3/32' t ® BOX COMPONENTS AND ASSEMBLY DETAIL L ® TYPE 3 MULLION: 5" EXTRUDED MULLION 6063 —T6 ALUMINUM ALLOY SCALE: 1/2 = 1 1 TOP PROFLE 3005 —H28 ALLOY. BOTTOM LEADER W/PLUSH. REAR PROFILE 3005 —H28 ALLOY. BOTTOM PROFILE 3005 —H28 ALLOY. COVER PROFILE 3005 —H28 ALLOY. NYLON DISK: 4 1/4" 0. D. ROLLING CUSHION W /BALLS BOX SIDE BRACKET.: CAST ALUMINUM. RIBBON: 17/32 WIDE. SIDE RAIL. SLAT. EXTRUDED ALUMINUM DRAWING HOOP. GALVANIZED Slut_ DRUM: 1 9/16° 0. D. It 0.032 Thk. RETAINING METAL PLATE: 26 Ga. Galy. Stl. AT EACH END. NYLON FERRULE: 1 17/32' 0. 0. x 0.045 Thk. x J 5/16' Long. NYLON FUNNEL. SCREWS: j 4 x 1/2' S. s" 4.7 / .9 / STUB DETAIL (N. T. S) r o-- 2.000"--1 w/() • 606J —T6 ALUMINUM ALLOY SCALE: 1/2" = 1" IL EC O INC. TILUT TESTING & ENGINEERING COMPANY 6525 N.W. 369,. St. Ma 217 - VIRGINIA CAROMS. F1 33166 Pha.: (305)671 -1530 . Fax : (305)171 -1531 WALTER A. i1LUT Jr., P. E. FLORIDA Lie. # 44167 1 .-1.750 ° -1 0 1 3/4" x 4 3/4 " x .125 ZINC PLATED STEEL INSERT ASTM A -36 DESIGNATION SCALE: 7/2" 1' DO TYPE 4 MULLION: 5" EXTRUDED MULLION QS BOX SIDE BRACKET TYPES WV. N. 6Qm/1mN 2 ROLL —UP SHUTTER 3.000' © TYPE 1 BUILD -OUT TUBE: 3" x 2" EXTRUDED TUBE 6063 —T6 ALUMINUM ALLOY SCALE: 1/2" = 1" "' .373° 0.026' T ASTM A -36 DESIGNATION W/ G -90 GALVANIZED SCALE: 1' = 1' AMERICAN SHUTTERS It AWNINGS INC 18.361 NE 4 CT MIAMI, FLORIDA 33179 Olt f -.115' 0 ZINC PLATED STEEL INSERT FOR SLATS. APPROVED AS COMPLYING WITH THE SOUTH FORIDA BUILDING CODE DAT. BY PRODUCT CO OL DIVIS.ON BUILDING CODE COMPLIANCE OFFit;c ACCEPTANCE NC. DADE COUNTY AS SHOWN SCALE 4/12/99 DATE 99 — 126 DRAWING No SHEET 3 OF 10 r-. 125 , 85.25 142.000 2.000 ° � 5.000 A® TYPE 1 SLAT: EXTRUDED ALUMINUM SLAT (DIE DRAWING N' 44189) 6063 -T6 ALUMINUM ALLOY SCALE: I/2' = 1' F TYPE 3 STORM BAR: " EXTRUDED STORM BAR w 6063 -T6 ALUMINUM ALLOY SCALE 1/2' = 1 Q TYPE 3 HEADER: .125 5" EXTRUDED HEADER ' 6063 -T6 ALUMINUM ALLOY 1. SCALE 1/2' = 1 � - 1 9/16° a in 04 2 0 1 9/16 x 2 9/16 x .125 - Z/NC PLATED STEEL INSERT ASTM A -36 DESIGNATION SCALE 1/2' = 1' -7h.1 © TYPE 1 SIDE RAIL: 6063 -T6 Alum. ALLOY SCALE: 1/2' = 1 L G TYPE 4 STORM BAR: EXTRUDED STORM BAR w/ () , 5.000 T ® TYPE 4 HEADER: 5" EXTRUDED HEADER w/ 606J -T6 ALUMINUM ALLOY • SCALE. 1/2 = 1 I ° x .125 Cont. ALUMINUM PLATE Typ. FRONT & BACK CONNECTED TO RAILS w/ SILICONE. 2.000 • • • • • • • • • • • .125° • • 6063 -T6 ALUMINUM ALLOY • SCALE 1/2' = 1° 0 L • • 125 © TYPE 2 SIDE RAIL: 6063 -T6 Alum. ALLOY SCALE 1/2' = 1 1.750' GI 1 3/4 x 4 3/4' x .125 ZINC PLATED STEEL INSERT - AS7M A -36 DESIGNATION SCALE 1/2' = 1' 4.750 1 3/4 x 4 3/4" x .125 ZINC PLATED STEEL INSERT ASTM A -36 DESIGNATION SCALE: 1/2' = 1 1' x .125 Cont. ALUMINUM PLATE Typ. FRONT & BACK CONNECTED TO RAILS W/ SIUCONE. 125' -°• 125 ° � 7 tF1 Q 0 in 3.000 DO TYPE 1 STORM BAR: 2" EXTRUDED STORM BAR 6063 -T6 ALUMINUM ALLOY SCALE: 1/2' © TYPE 1 HEADER: 6063 -T6 ALUMINUM ALLOY SCALE.• 1/2' = 7' 0 j /1 iti NC .\ TILLIT TESTING ! ENGINEERING COMPANY 65A4 N.W. 3EN. SL. St.. 217 — VIMCOM G•10O+S. FL 3316E Phone : (305)1171 -1530 . Caa : (305)E71 -1531 WALTER A. TILLR Jr., P. E FLORIDA Lic. 44167 ROLL -UP SHUTTER AMERICAN SHUTTERS & AWNINGS INC 18361 NE 4 CT MIAMI. FLORIDA 33179 NEV. w 2 2.000 6063 -T6 ALUMINUM ALLOY SCALE: 1/2' = 1' OmaPnOM • © TYPE 2 STORM BAR: 3" EXTRUDED STORM BAR 606.5 -T6 ALUMINUM ALLOY SCALE 1/2' = 1' 2 9/16' 0 1 9/16 x 2 9/16 x .125 ZINC PLATED STEEL INSERT ASTM'A -J6 DESIGNATION SCALE 1/2' = 1' O TYPE 2 HEADER: 3" EXTRUDED HEADER w/ APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA BY PRODU OL DIVISION BUILD :NG CODE COMPLIANCE OFFICE ACCEPTANCE NO. .1_12 11 ISM e• 0ne1sn0M Oat DADE COUNTY AS SHOWN SCALE 4/12/99 DATE 99 - 126 DRAWING No SHEET 2 OF 10 I P11 BRACKET DETAIL 1 (TAP -) P/4 ® E 0/4 X/4 X/4 Max. MULLION SPACING i Max. SLAT SPAN (SEE SCHEDULE) W -1 TYPICAL SINGLE UNIT ELEVATION (Y.0 STORM BARS REQUIRED) N07E SEE SHEET 2 & J OF 10 FOR COMPONENTS NOMENCLATURE / W -1 Max. SLAT SPAN (SEE SCHEDULE) 7)'P/CAL CONSECUTIVE SINGLE UNIT ELEVATION (NO STORM BARS REQUIRED) NOTE: SEE SHEET 2 & 3 OF 10 FOR COMPONENTS NOMENCLATURE. _ (Typ.) (TYp•) P/4 / P/4 Max. SLAT SPAN (SEE SCHEDULE) / Max. STORM BAR SPACING (SEE SCHEDULE) DRO 1 ) W_3 W -3 V/5 MAXIMUM HEADER SPAN (SEE SCHEDULE) Max. HEADER SPAN & Mox. MULLION SPACING (SEE SCHEDULE) 7 </ on O O Cont. TYPICAL MULTIPLE UNIT ELEVATION (WORM BARS REQUIRED) NOTE SEE SHEET 2 & 3 OF 10 FOR COMPONENTS NOMENCLATURE (Typ. Eo. END) , Max. SLAT SPAN (SEE SCHEDULE) Max. STORM BAR SPACING (SEE SCHEDULE) O OORO Cont. TYPICAL CONSECUTIVE MULTIPLE UNIT ELEVATION (STORM BARS REQUIRED) NOTE: SEE SHEET 2 & 3 OF 10 FOR COMPONENTS NOMENCLATURE. A i GENERAL NOTES: 1. ROLL -UP SHUTTER HAS BEEN DESIGNED NN ACCORDANCE WITH THE DADE COUNTY. 1994 EDITION OF 714E SOUTH FLORIDA BUILDING COOS DESIGN WINO LOADS SHALL BE DE7ERALLNED AS PER SECTION 6 OF ASCE 7 -88 147771 110 m.p.h. BASIC WYVD SPEED. 2. ALL ALUMINUM EXTRUSIONS SHL4L BE 5053 -T9 ALLOY (UNLESS OTHERWISE NOTED). 3. ALL SCREWS 70 BE STAINLESS STEEL 304 0R 316 SERIES W /50 kal YIELD POINT AND 90 Axe TENSILE STRENGTH. 4. BOLTS 70 6>F 2024 -T4 ALUMINUM ALLOY, GALVANIZED OR STAINLESS STEEL 81114 XI kxl . MINIMUM YIELD POINT. 5. STORM BARS SHALL REMAIN IN PLACE AT ALL 77MES 6. ANCHORS 1D WALL SHALL B£ AS FELLOWS (UNLESS OTHERWISE NOTED) (A) 70 EXISTING POURED CONCRETE: - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY 1.T.W./RAMSET 0R ELCO INDUSTRIES. NOTES: A1) MINIMUM EMBEDMENT OF CONCRETE ANCHORS INTO THE CONCRETE UNIT SHALL BE 1 J /4' NO EMBEDMENT moo STUCCO SMALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. A.2) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAYERS BE FOUND ON THE EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS MINIMUN PENETRATION SHALL BE 1 J /4'. (B) TO 00577NG CONCRETE BLOCK WILL: - 1/4' I TAPCON ANCHORS, AS MANUFACTURED BY I.T.W,/RAMSTT OR ELCO INDUSTRIES. ' 8.1 MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 I /4: 82) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE DITSIING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE 1 l/4' MINIMUM. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMEND4TIONS AND SPECIFIGA- T10N5 OF THE ANCHORS MANUFACTURER. 7. IT SHALL BE THE RESPONSIBA77Y OF THE CONTRACTOR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE 8. SHUTTER MANUFACTURERS STAMP SHALL BE PLACED ON THE EXPOSED SURFACE OF THE SIDE RAIL APROXIM4TELY 4' ABOVE THE BOTTOM OF SUCH RAIL STAMP SHALL READ AS FOLLOWS: ROLL -UP SHUTTER AMERICAN SHUTTERS & AWNINGS INC. MIAMD FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED. ✓ 9. RIOU -UP MECH4NISMI NOT PART OF THIS APPROVAL. SHALL BE CERTIFIED BY A RECOGNIZED TESTING ACE/NC1. 10. THE SHU77ERS SHAL L BE PROVIDED *7714 ADEQUATE LOCKING DEZACES FOR SECURING THE SIR/71ERS IN THE CLOSED POSITION DURING A HURRICANE WARNING. /1 irrENC. \ WALTER A TILLJT Jr.. P. E. FLORIDA Lic. # 44167 TILER TESTING It ENGINEERING COMPANY 5595 N.W. 38th. St.. Ste. 217. VIRGINIA GARDENS. Fl. 33186 Phone : (305)871 -1530. Fm : (305)871 -1531 AMERICAN SHUTTERS & AWNINGS INC 18361 NE 4 CT MIAMI, FLORIDA 33179 REV. No 2 OE2LIOPf10N APPROVED AS COMPLYING VIITH THE SOUTH GEIDA BUILDING CODE DAT u Q -�, • BY _ PP'ODLiC CT TROL DIV!S:ON BUiLDiNC CODE COMPLIANCE OFFICE A.CCEP1:ANCE NO 99- 0 1 -11,103 ROLL -UP SHUTTER DALE REV. N. 3 • DATE DADE COUNTY N. T. S. SCALE 4/12/99 DATE J 99 - 126 DRAWING No SHEET 1 OF 10 .I MI_ AMI-0 PRODUCT CONTROL NOTICE OF ACCEPTANCE American Shutters & Awnings Inc. 18361 N.E. 4 Court North Miami Bch FL 33179 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Extruded Aluminum Roll - Up Shutters under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure 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, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0412.03 (Revises No.: 97- 0109.03) Expires:07 /03/2000 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 06/03/1999 Internet mail address: postmaster@buildingcodeonline.com rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com American Shutters & Awnings, Inc. 2 of 3 ACCEPTANCE No.: 99- 0412.03 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JUN 0 3 1999 07/03/2000 1. SCOPE This revises the Notice of Acceptance No. 97- 0109.03 that was issued on 07/03/97. It approves an aluminum slat roll -up 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 (SFBC). 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 Extruded Aluminum Roll -Up Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -126, titled "Roll -Up Shutters" prepared by Tilteco, Inc. dated 04/12/99, with no revision sheets 1 through 10 of 10. They bear 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 3.1 Minimum slat engagement shall be 1.25 ". 3.2 Minimum separation from interior of slat to glass being protected shall be as shown on sheet 8 of 10. 3.3 The operating mechanism, not part of this approval shall be certified by a recognized testing agency. 3.4 All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, etc., must be protected against corrosion, contamination and damage at all time. 4. INSTALLATION The Aluminum Slat Roll -Up Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each shutter 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. Man 1 Perez, P.E., Product ,•1' 1 Examiner Prod •ntrol Division American Shutters & Awnings, Inc. EXPIRES 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 Approval ", 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 bee n 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 3 of 3 ACCEPTANCE No.: 99- 0412.03 APPROVED JUN 0 3 1999 • 07/03/2000 Manue ' erez, P.E., Product Contr • . finer Produc _ - - . o Division MAXIMUM DESIGN LOAD 14 (P.s' , TYPE 1 MULUON _ 2' r 3' x .125 TYPE 2 MULLION 2' r J' x .123° W/ INSERT TYPE 3 MULLION 2' x 5' r .125' TYPE 4 MULLION 2 it 3' r .125' W/ INSERT MULLION SPACING MULLION SPACING MULLION SPACING MULLION SPACING 3' OR LESS > 3' TO 4' > 4' TO 5' 3' OR LESS > J' TO 4' > 4' TO 5' > 5' TO 8' 3' OR LESS > J' TO 4' > 4' TO 5' > 5' TO 8' J OR LESS > 3' TO 4' > 4' TO 5' > 5' TO 8' 40.0 7' - 3' 6' -7' 6' -1' 9' -7' 8' -8' 8' -0' 7' -10' 10 . 9'-11' - 10' -7' 9' -0' 15 -4' 13 12' -11 ' 12' -8' 42.3 7' -1' 6' -5' 6' -0' 9' -4' 8' -6' r -10' ," r -9' 10'-8' 9' -8' 10' -4' 8' -10' 15' -0' 13'-8' 12' -8 12' -5' 45.0 r -0' 6' -4' 5' -1I 9' -2' 8' -4' 7• 7' -7' 10' -6', 9' -6' 10' -2' 8' -8' 14' -9' 1J' -4' 12' -5 12' -2' 47.5 6' -10' 8' -3' 5' -9' 9' -0' 8' -2' 7' -7 7' - 6' 10' -J' - 9' -4' t0'-0' 8' -6' 14' -6' I3' -2' 12' -2' 12' -0' 50.0 B' -9' 6 5' -8' 8' -10' 8' -O' 7' -6' 7' -4' 10' -1 ' - 9' -2' 9' -9' 6' - 4' 14' -2' 1f-11" 12' -0' 1 1.- ro' 52.5 6' -7' : 6'-0' 5' -7' 8' -9' 7 r -4' 7' - 2' 9 , - 9' - 0' 9'-B' 8' -J' 14' -0' 12' -9' 11 11 55.0 6' -6' 5'-71 5' -6' 8' -7' 7' -10' 7.-3' 7.-1- 9' -10° , 8' -11 ' 9' - 6' 8' W-9' 12' -6' 11 ' -8' 11 ' -5' 57.5. 6' -r 5 -10' 5' -5' 8' -5' 7"-8' 7' -1' 7' -0' 9'-8' _ 8' -9' 9' -4' 8' -0 13' -7' 12' -4' 11' -5' 11' - J' 60.0 6' - 4' - 5' - 9' 5' - 4' 8' - 4' r -7' 7 6' -10' 9' -6' - 8' -8' 9' -3' - 7' -11' 13' -4' 12' -2' 11' -4' 11' -1' 62.5 6' - 3' 5' 5 - 8' -2' 7 6' -11 ' 6' -10' 9' -5' 8' -6' 9 7' -9' 13' -2' 12' -0' If"- I ' 10' -11 65.0 6' -2' . 5' -7' 5' - 3' 8' -1' 7 6' -10' 6' -8• 9' -3' - 8' -5' 9' -0' 7'-8' 1J' -0' 11' -10' 11' -0' 10' -8' 67.5 6' -1': 5' -r 5' -2' 8' -0' r - J' 6' - 6' - 7' 9' - 2' ' 8' 8' - 10' r -r 12' -10' 11'-8' 10' -10' 10' -8' 70.0 6' - 0' , 5' - 6' ' 5• -1' 7 -11 • 7 6'-8' 6' -6' 9'-0' 8' -3' 8' -9' 7' -6' 12' -8' 11' -6' 10' -9' 10' -6' 725 5' -11 '• 5' -3' 5' -0' 7' -10' 7 8' -r (r-6' 8' -1 I' 8' -1' 8' 7' - 5' 12' -6' I 1 ' -5 10' -r 10' -4' 75.0 5' -11" 5'-4'. 5' -0' 7' -9' 7' - 0' 6' -6' 6' -5' 8' -10' 8' -0' 8' -r r - 4' 12' - 5' 11' -3 10' -6' 10' -2' ACTUAL E. 0.= EDGE DISTANCE FACTOR 3 1/2" - 1.0 • 3' z .86 2 1/2" , .71 - 2" •- .50 MULLION LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W A GIVEN TYPE OF MULL /ON AND MULLION SPACING. . s. f. AND CORRESPONDING MAXIMUM SPAN "L" Ft. FOR (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) MAXIMUM ANCHOR SPACING (in.) AT SIDE RAILS VERSUS EDGE DISTANCE = E. D. MAXIMUM SIDE RAILS SPACINGS SHOWN ON SHEET 4 OF 10 ARE VALID FOR 3 1e2' EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2 , REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON THAT SHEET BY THE FOLLOWING FACTORS. TIWT TE3Ti?•. A _ •■ 4 17. Z.RING CC MMP Aii'f 65 9.1 IE7:. .. .fir :. ^<45 -1 . 68 • WALTER A. TILLfT Jr., P. E. FLORIDA Lie. 44167 ILIECO INC. AMERICAN SHUTTERS & AWNINGS INC 18.361 NE 4 CT MIAMI. '_CIA 33179 .aV. a 1 3aneravnax ROLL -UP SHUTTER WV. w a APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA- JkNe BY /17W J PROW TROL DiV SiON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. - C'Lt 11 - D3 OAST DADE COUNTY 4/12/99 DATE 99 - 126 CRAW1NG Na SHEET 10 OF 10 MAXIMUM DESIGN LOAD W. (p.3. (J TYPE 1 HEADER 2 x 3' x .125' TYPE 2 HEADER 2° x J' x .125 W/ INSERT TYPE 3 HEADER 2' x 5" x .125" TYPE 4 HEADER 2' x 5" x .125 w/ /A5ER7 STORM BAR HEIGHT STORM BAR HEIGHT STORM BAR HEIGHT STORM BAR HEIGHT 5' -0 > 5' TO 8' < 5' -0" > 5' 70 8' < 5' -0' > 5' TO 8' > 8' TO 10 < 5' -0' > 5' iO 8' > 8' TO 10 40.0 - 11' -4 • 9=0 i3' -6"• 10' -8" 15' -6' ' 13 -2 "• 11' -9' 20=1 • 16' -0'- 14' -4' 42.5 8' -0•-/ 11' -0'' 8' -9 "• iJ' -0' • 10' -4'- 15' -J'- 12' -9 " -- i1' -5 "' 19' -8 - 15' -6 "- 1J' -10' 45.0 - 10' -9' 8' -6" - 12' -8" 10=0". 15' -1 " , 12' -5 "•- 11=1"- 19' -1 " 15 13' -6' 47.5 - 10' -6' - 8' -4" 12' -4' 9' -9' . 14' -10'. 12 -1'. 10' -9" - 18' -r' 14' -8 " 1J' -1" - 50.0 ' 10' - J' - 8' - 0' - 12' - 0' 9' - 6' 14=8"- 11=9' , 10' -6' 18=1' -' 14' -4'.. 12=10'- 12' -6" 52.5 r - 10' -0' 7' -10'' 11' -9' 9' -4 14' -6' - 11=6". 10' -J' 17' - 8" • 14' -0'. 55.0 10 9'-9" •' 7' - 8" - 11' -6' - 9' -0" , 14' -2' , 11' -J'- 10' -0" 17' -3" - 13' -8" - 12' -2 " 57. - 9' - 6" 7' - 6' - 11' -3" 8' -10' - 1J' -I0 - - 11' -0'• 9' -10 • 16' -10 ° • 1J' -4 ' • 11• -i1 60.0 - 9' -4' • 7' -4' • 11' -0' 8' -8' ' 13' - 7' - 10' -9' - 9' -7" - 16' -6" • 13' -1' 11' -8' 62.5 55.0 - 9' -2" - 7 -3" ' 10' -9" 8' -6" • 13' -4" - 10' -6" 9' -5" - 16' -2' " 12' -10' 11'_s 65.0 ' 9' -0" - 7' -1' -' 10' -6" ' 8' -4' - i3' -0" 10' -4" 9' - J" 15' -10 ° ' 12' - r - 1 f ' -3 67.5 ' 8' -10' - 6 10' -4' 8' -2" 12' -10' 10=1' 9=1' 15=7" - 12' -4' 11 70.0 - 8' -7' ' 6' -10' • I0' -2" - 8' -0' 12' - r 9=11' 8 -11 . 1.5=4"- ' -,•, 12=1" - 10' -10" •- - 72.5 • :'_,' -:' .. ,• -,• _ - 12 9' -9" 8' -9" 75.0 6' -6" : ' _ •_ i - _ . " 12' -2" • 9' -7" • 8' -7" - '- '_ : ' , •_ " MAwM11m GOUGH 1.040 VY (p.x.1.) TYPE 1 STORM BAR 2' x 2 x .250 TYPE 2 STORM BAR 2' x J' x .125• TYPE 3 STORM BAR 2" x J" x .125" W/ /NSIRT TYPE 4 STORM BAR 2" Jr 3 x .125' W/ 91SERT STORM ERR SPACA C • 01M1 BAR SPACING • STORM BAR SPACING • STORM BUR SPACING • e•-0• 5' -C" 4-0" E J' -0'- ?-0• , 5'-0• 4' - J' -0 8'-0' • 5'-0" , 4'-0" - 4 J'-0• 6' -O 5' -0' 4• -0• _ c 3' 40.0 ' 8' -5 • 6' - 8 • . 7 r -7• - r -J' - r-6", 8' -0•-/ 8' - 7"• 8' 9'-0'- 9' - 0 "' 9' 10' - 0' f0 =0' 78-0" l0' -0" 42.5 - 6' • 6' - 7' • 8-77' , 7 - 7=1' -, r -5' ,, r-17"-, 8' -6•- 8=5", . 9' -0" • 9'-0 "' 9•-0" 10' -0" 10' -0" 78-0" 10' -0' 45.0 , 6' -J 6' -6', 6' -10 r -5" • 8-71'. r -4 ".- 7-9 "• r-4 "•• 8' -2 9' -0 "-. 9' -0" 9' -0 10' -0' 10' -0" 10• -0' .10' -0 47.5' 6 -?' 6 -5' • 6• - 9• . r - 6-9 r - J"- r - 8' 8=3" . 8 •- 8=9" - 9• " 9 10 10 10 10•-0 50.0 ' ..- e•-o • 6'-4 ". 6 r -z - 6'-6" •- r -2': r -r- 8' -2" _. 7' -9 8 -7" / 9' -0°' 9'-O• 10' -0" 10' -0" 10' -0" fo' -o" 525 6' -O" , 6' -J'- 6' - 7' _ r -1" - 6• -5'- r -O" : r-6 , 8'-o• ° 7-r 6-4 8 -0•• 9• -0• 10•-0• 70' -0• 10' -0• l0 =o" 55.0 - 5 -11 ". e• -2 e•-e r-0' / e' -J• •' e•-11' ' r -5" 7 ", r -5" , 8 -1 8-0"' 9' 10• -0• 10 •0• 70•-0' 10-O" 57.5 '' 5 - 1 0' . 6' - 1 - e' - 5 • r -0 ' 6 - 6• -9' 7-4' . 7 r - 3" - r 8' -i l " 9=0" 10• -0' 10• -0" 10• -0 10' -0" 60.0 / 5' -9' ' 6' -0' 6'-4'- 6' -1 i • -' 6' -0'' 6' -7" 7' -J" 7 - 7-7 "i r -9', 8'-8' -• 9' -O" 10• -0' i0' -0" - 10 -0" 10' -O' 62.5 • 5•-B• 6' -0 r -4" •' 6' -10' .. 5t-11"- 6' -6" r -2" - r -r - r -0' : 7 8• - 6' ' 9' f0•-0 10• -0• f0' -0" 10' - 0" 65.0 - 5' -11' 6• - J' 6' -9 - - 6•-4' 7 - 7 - r - r - 7-6' 8' 9•-0' - 10' -0" 10' - 0" 10' - 0 - 87.5 -' - V 8 8 - 6 -J 6' - 11' 7 - - 7 - 8=2" 9'-0' - 10' -0' 10' -0" 10' -0" 70.0 ' - 5' -10' 6' -1' 8 - r, - 6' - 1' - 8' - 10 - r - 5 "' - 7-2 "- 8' -O 9' -0' - 70' -0" 10' -0" 10' -0' 725' - 5 -9' 6•-0" 8 -r- - 6' -O • 6 -8 7 - r -1 7 9' -0" - _ 70 -0" 10' -0• 10' -0" 75.0 I - 5' -8 "' 8-0' 6' -6 - 5' -11• 6 -7" 7-4• - r -0'. 7' - 10" 9' 'O' - 10'-0" 78 -0° 10' -0• STORM BAR LOADING CHART MAX /MUM DESIGN PRESSURE RATING "W" •. s. f. AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) • STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. HEADER LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAX /MUM SPAN "L" (Ft.) FOR A GIVEN TYPE OF HEADER AND STORM BAR HEIGHT (Ft.) (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) o /7' / i itT M.\ TILLiT TESTING ! ENGINEERING COMPANY 6595 N.N. 30th St.. SW. 217. NRGNIA GNI0ENS. 71 33106 Phone : (305)071 -1530 . Fax : (305)671 - 1521 WALTER A. TILLfT Jr., P. E. FLORIDA Lie. 44167 AMERICAN SHUTTERS & AWNINGS INC. 18361 NE 4 CT MWAAI, FLORIDA 33179 111(V. 10 6IIMMIRK111 ROLL -UP SHUTTER 1011 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 5■A _ 9 BY P th RODUC ;1 T DtV'S;ON 131111.D ;NG CODE C t l LIANc (Kam AGCEPoANCE ktift 11- r - bN (2 -o3 10 11 DADE COUNTY SCALE 4/12/99 DATE 99 - 126 DRAWING No SHEET 9 OF 10 DESIGN LOAD 'W' (p.s.f.) Min. SEPARATION TO GLASS SLAT TYPE 1 ■ 36 TO 48 MAXIMUM SLAT SPAN • MIN /MUM SEPARATION TO GLASS W/O W/ SINGLE & MULTIPLE UNIT *s SINGLE & MULTIPLE UNIT *ss +64.0, —75.0 , 60 / N/A 3 3/16 3° +48.0, — 61.0 69 N/A 3 1/2 3° +48.0, I —61.0 N/A 70" 3 3/4 • 3° +430, 1 —55.0 N/A 72 3 3/4' ' 3° SLAT SPAN (ft) • Min. SEPARATION TO GLASS 48 TO 60 3 3/16 36 TO 48 25/8 36 OR LESS 1 3/4 0s 000 SLAT DETAIL SC.4E 1/2 1 (SEE SCHEDULE) N/A = NOT APPLICABLE. SPANS VALID FOR APPLICABLE ELEVATIONS OF BUILDING. MINIMUM SEPARARTION 70 GLASS FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' —O ELEVATION OF BUILDING AND MAXIMUM SPAN. SEE TABLE 1 FOR Min. SEPARATION TO GLASS FOR SPANS LESS THAN Max. ALLOWED. MIN /MUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30' -0 ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. NOTE• 1. MINIMUM SEPARATION TO GLASS FOR SINGLE AND MULTIPLE UNITS SHALL BE MEASURED FROM SLAT TO GLASS. 2. MINIMUM SEPARATION FROM STORM 84R TO GLASS SHALL BE 2 3. SLAT ORIENTATION SHALL BE: CONCAVE SIDE TO THE EXTERIOR. 4. MINIMUM SLAT ENGAGEMENT INSIDE TRACK SHALL BE 1 1/4° 5. MINIMUM SLAT SEPARATION TO GLASS FOR INSTALLATIONS ABOVE 30' -0 MEASURED AT BOTTOM OF SHUTTER IS 3" i SLAT PERFORMANCE CHART MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM SLAT SPAN "L" FOR TYPE 1 SLAT TABLE 1 ' J SINGLE SPAN / IL ECO INC. TIUJT TESTING & ENGINEERING COMPANY 6595 N.N. 36th. St.. Ste. 217. VIRGINIA GARDENS, Fl 1316E Phone : (30 -1530 . Fm : (305)571 -1531 WALTER A. TILLIT Jr., P. E. FLORIDA Lic. 44167 3 0 SPAN LAYOUT ❑ MULTIPLE SPAN ROLL -UP SHUTTER AMERICAN SHUTTERS & AWNINGS INC. 18361 NE 4 CT MIAMI, FLORIDA 33179 Y. ND DESCRIPTION Den 0 3 NEV. N° 3 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA�c -g .- 3/ - 9 9.1 BY _ PRGDU , ti !iOL DIV S ON BUILDING CODE COMPLIANCE OFFICE ACf.LPIANCL 1+U 1_12_ 0 4 a. D DATE DADE COUNTY SCALE 4/12/99 DATE 99 - 126 DRAWING No SHEET 8 OF 10 WOOD HEADER REQUIRED VARIES SEE TABLE 1 ON SHEET 8 OF 10 FOR Min. SEPARATION /GLASS FOR INSTALLATIONS WITHIN .30/GRADE MEASURURED AT BOTTOM OF SHUTTER EXISTING WINDOW N. T. S. 1/4" I x 4" LONG LAG SCREW • Eo. STUD OR O 12" 0. C. IF Cont. WOOD HEADER EXISTS AT THIS LOCATION. 2' x 2" x 1/8 Alum. ANGLE 6063 —T6 Alum. ALLOY J R 1/4° • x 4° LAC SCREWS O Eo. STUD WOOD STUD O 24 0. C. MAX REQUIRED WALL MOUNTING INSTALLATION SINGLE SPAN CONDITION 1 x 2 x 1/8 Cont. Alum. L (6063 —T6 ALLOY) / .250' --I F— .250' Max. Max. NOTES: 2' x 4" WOOD STUDS REOUIRED 0 CORNER (TYPICAL) PLAN B (SECTION) OR INSIDE MOUNT N. T. S. PLAN A (SECTION) WALL MOUNT N. T. S. 1/4' I x 4' LONG LAG SCREWS 0 4' 0. C. W/ 1 1/2" Min. PENETRATION TO EXISTING WOOD STUD. 14 x 3/4 S. 8 O. C. 2' x 3" x 1/8 Cont. Alum. ANGLE !ilk 2' x 4" WOOD STUDS - R£OUIRED 0 CORNER (TYPICAL) 2" x 3" x 1/8" Cont. Alum. TUBE (6063 —T6 ALLOY) / 14 x 3/4 & S O 8� 0. C. 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS OR EQUAL THAN .30 FEET. 2. FOR NEW FRAME CONSTRUCTION: WOOD MEMBER TO BE SOUTHERN PINE No. 2 W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 3. MINIMUM PENETRATION OF LAG SCREWS INTO WOOD MEMBER TO BE 1 1/2 ". /1 itNC.\ TILLIT TESTING & ENGINEERING COMPANY 6999 N.W. 36th St. Stn 217. VIRGINIA GARDENS. Fl 33166 Phone : (305)671 -1530 . Fm : (305)671 -15.71 WALTER A. TILLT Jr.. P. E. FLORIDA Lic. 44167 1/4' 0 x 4" LONG LAG SCREWS O 6' 0. C. W/ 1 1/2" Min. PENETRATION TO EXISTING WOOD STUD. .250' Max. PLAN C - 2 116 (BUILD -our) - N. T. S. t1.11:113 Mit 2 x 4" STUDS ROLL —UP SHUTTER 18361 NE 4 CT AAIAAII, FLORIDA 33179 3 • 1" 2 x 4" WOOD STUDS REQUIRED O CORNER - (IYPICAL) 1/4" 0 x 4" LONG LAG SCREWS 0 6" 0. C. W/ 1 1/2" Min. PENETRATION TO EXISTING WOOD STUD. APPROVED AS COMPLYING WITH THE SJUTH FLORIDA BUILDING CODE PRODUCt C1:41ROL DIV:S ON BUILDiNC CODE C011PLEr,NCE O; FILE r:( ;! : f P TANr. !�O. Jl 04 2 • 03 AMERICAN SHUTTERS & AWNINGS INC. DATE DADE COUNTY SCA LE 4/12/99 DATE 99 — 126 DRAWING No SHEET 7 OF 10 CONNECT HEADER TO MULLION W/2/14x2 "S. M.S. AS SHOWK. OPEN HOLE TO FIT 12 S M. S APO COVER WITH NYLON CAP. DOOR OR WINDOW CLASS 000 Y r 3 ALIAONUM AM.E 000 0OR 2 x 2' x .125' r MULLION DEPTH ALUMINUM ANGLE (EACH 3 3/4' (1) HEAD , WEDGE ANCHOR A1406 3/e OR RAWL EILYTSn7P�l� ¢J 14� J 1' ro (TM & M) 000 0000R 1 1/2 r 1 r .100 x Alum. ANGLE (INTERNAL) W/(3) 114 II 1' S N S TO WALL N(3)1/76 ° 0 S. 1 RIVETS 70 ®. r 1/2' r 1° r .100 Q'-4' IN1ER? 4L Alum. ANGLE W/(3) 3/71' I S S POP IQM1E7S TO ® ELEVATION POURED CONCRETE REQUIRED EO 80 Q/4 OR R/4 _ • 0/4 OR R/4 SCALE : 1/8 = 1 3.000' AOn. Tyµ SCALE : 1/8' = 1 CONCRETE ANCHORS 0 6' 0. C © I 1 / 2 ' r l' r . l00' r 0' -6' Alum. ANGLE (IN17RN4L) w /(3) /14 r 1" S M. S 10 6 LL & (3) 3 /78' • S S R0E75 1O M. 1 1/2'. 1 0'-4 INTERNAL At m. ANGLE W /(3) 3/76' • s s POP RAE7s ro M. .1' r 3' r .250• x 0' -2' Alum. AMBLE FOR SINGLE SPANS & 3' r J' x J//W6 Alum. 4 ANCLE RIR MULTIPLE SPANS W// 3/6' • IHRU VOLT TO MULLION TNRU SIDE RAN. FLOOR /CEILING MOUNTING o CONNECT (Ai 0R CD TO (s'f w/ d./O s .)74' () 70 50 w / /7 4ECT I �x 1/4 .M.S v POURED CONCRETE .� REQUIRED SECTION — W(1) & W— W(2) 1/2 r 1'..100'. • 0'-4' 111ER144L Mum. ANGLE W/(3) 3 /16' • S S POP R'1E75 10 ® ' CONNECT HEADER 70 HALL w1/ / • x 3 J//4 S S RED HEAD fYEOC£ ANCHOR AS SHOWN / OPEN HOLE 70 FLT ANCHOR ,d COVER W/ NYLON CAP. ELEVATION AIM ° Cllr oo 0000R E7057•G 1 1/?' r 1 x .100' r 0'-6 Nun. ANGLE ONIERNA ) w /(3)114x 1' AL S 70 WALL d(3)1 /18'0 S S R19E7S ro ®. 1 1/Y r I' r .100' MTERAAL Alum. ANGLE W/(J) .7/r6' I s s POP RIVETS ro ®. SCALE : 1/8 = 1" • CONNECT HEADER IT) MULLgN w/2/14r2"S. M. S AS SHOWN OPEN HOLE TO FIT S M. S AND COVER WITH ' NYLON CAP. / / POURED CONCRETE REDUIRED / / ri PLAN 1 SCALE : 1/4 = 1 ° / 1.500 WALL MOUNTING SECTION W — W (3) SCALE : 1/8 = 1 1 1/2' r I r .100" x 0'-6 Ann. ANGLE (INTERNAL) W/(2) 1/4' x 2' TAPCON ANCHORS 10 I4LL & (3) J /l6 • S S OATS 10 ®. PouRED R CONCRETE / CONNECT 3 j S S roC OR NW (7 /OR xTSK,�J777TO S. W/ 3 /14 1 I/?' x 1' x .100' x 'C •• 3/4' M.S. ( NOTE 1) 0 -4' INTERNAL Alum Amu w/(J) 3/76' • S S POP RIMS re M. 1 1/2' . 7' a .700 • 0•-4• IN107144L Num. ANGLE W/(3) 4/16' 0 S S POP RAM ID M. b ' � t K) 10 T W 3 /14 / r J /4' S NOTE 1) J' x J' x .250' x Er-2' Alum. ANGLE W/ 3 14 . 3/4' 5M.S TO HEIM &1/2 x r J J//4' S S RED HEAD WEDGE ANOHA9 10 WALL 00OR OR GLASS POURED CONCRETE REQUIRED 2 x 2 r .125 Cart. ALUMINUM / RIBE /2'r 2 ° x .725'• 0 -2 ° , ALUMINUM ANGLE TO MULLION W /3/14x3/4' AC S EA. LEP. / 1000' MIA WALL MOUNTING AT TOP SCALE : 1/8' = 1° • PLAN 2 SCALE : 1/4 = 1 2'r 2'z.725'Cont. /14 x � (2) 1/2" � I 1 ALUMINUM t' 5. ALS. ANGLE 20. C / AT MLOI 011' M ULLION ROLL—UP SHUTTER CONNECT .FADER TO WALL W 1/2' • J 1/2 S S RED HEAD ANCHOR AS SHOWN OPEN MOLE TO FIT ANCHOR / & COVER W/ NYLON CAP. ENO CAP STUB TO 141 /OR m Vw / 3 114 / & COME r 3/4' N.S. ENO CAP / APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA TuNe 0 19 B Y s.I /. , .. i...L` PR ON t Co . ROL DIVIS;ON BUILDING COD COMPLIAi4CE OFFICE ACCEPTAN N ii tT "''. /W AMERICAN SHUTTERS & AWNINGS INC. 18361 NE 4 Cr TILJ.IT TESTING ! ENOINEERINO CONPY ►QAw, E1 DRION 331 6505 N.W. 36th. St, 57.. 217, W :NA CARDDIS. E1. 33166 Phan.: (305)671 -1530 . Fax : (305)671 -1531 Nay. N. aocemaw aaaamm U7[ WALTER A TILLR Jr.. P. E. - - s FLORIDA Lic. 0 44187 2 - - 4 DADE COUNTY AS SHOWN SCALE 4/12/99 DATE 99 SHEET 6 OF 10 DOOR OR WINDOW GLASS POURED OONCRE E REQUIRED J' Min. FOR Cant SPAN INSTALlATIOALS ABOVE 30'/GRADE AND SEE SCHEDULE ON SHEET 8 OF 10 FOR A6n. SEPARATION/ !LASS FOR INSTALLATTOVS WITHIN 30 /GRADE MEASURED AT BOTTOM OF SHUTTER 2.000' (Min.) //// // 1 1 POURED CONCRETE —I OR CONCRETE BLOCK REQUIRED '7 0 / 2' Mln. l' x 2' x .125' Cont. Alum. ANGLE CONCRETE ANCHORS 0 12" O. G POURED CONCRETE REQUIRED O O 1 WALL MOUNTING : SECTION V - V (1) N. T. a DOOR OR WINDOW GLASS 3' Min. FOR Cont SPAN INSTALLA1ONS ABOVE SO AND SEE SCHEDULE ON SHEET 8 Of 10 FOR Min. SEPARATION/GLASS FOR INSTALLATIONS WITHIN 30% GRADE MEASURED AT BOTTOM OF SHUTTER. 2 x J x .250 (FOR TYPE 1 STORM 134R) OR 2" x 4" x .250 (FOR TYPE 2, J & 4 STORM BARS ) Num. ANGLE EA SIDE x 6' HIGH W/ (2) J/8' I x 1 7/8 RED HEAD SLEEVE ANCHORS TO WALL & 4 /14 x 1' TO STORM BAR. POURED CONCRETE REQUIRED —2 (Min.) 1' • 2 x .125' Cont. Alum. ANGLE W/ CONCRETE ANCHORS 0 6' 0. L: 4 / 0 0 4 CEILING & FLOOR MOUNTING SECTION V V (2) ,, R 1.QO0 -t - --{ EDGE OF WALL WALTER A T1LLJT Jr.. P. E. FLORIDA Lic. 41 44167 111 ' Id EDGE OF WALL II.. /1 irEE NC.\ TILLJT TESTING ! ENGINEERING COWPANT 6595 N.M. 38th. Si.. Ste. 217, VIRGINIA GARDENS. F1. 33166 From : (305)871 -1530. Fai : (305)871 -1531 SECTION S2 - S2 SCALE: 1/2' • 1 taY. we 2 2" x 2' .125' x STORM 84R DEPTH ALUM /NUM ANGLE EA. SIDE A SECTION S - S SCALE : 1/2 = 1' SECTION S1 - 51 SCALE : 1/Y° - r ° O (2) / 14 x 3/4° S. M. S. EACH SIDE (Typ.). OOtQIPf1a. //l ROLL —UP SHUTTER AMERICAN SHUTTERS & AWNINGS INC. 18361 NE 4 CT MIAMI, FLORIDA 33179 OAT! 3 er 2 CONCRETE ANCHORS EA. SIDE FOR CONCRETE INSTALLATIONS OR (2) / 14 x 3/4" S. M. S. RJNS LLA N 7O HEADERS J�OR ( AT TOP OF STORM R (2) / 14 x 3/4' S. M. S. EACH SIDE (Typ.). O OR O (2 CH 14 x ( 3/4 ) = S. M. S. 2' x 2 x .125" x 0 -4 1/2 ALUMINUM ANGLE W/ 2 CONCRETE ANCHORS EACH SIDE 2' x .r x 250' (FOR TYPE 1 STORM BAR) OR 2' x 4' x 250" (FOR TYPE 2, J & 4 STORM BARS) Alum. ANGLE EA SIDE x 6" HIGH W /2' 3/8'0 x 1 7/8' RED HEAD SLEEVE ANCHOR TO WALL W/ 1 1/2' Min. PENETRATION. APP?OVED tS COMPLYING WITH THE SOUTH FLGRIDA BU'LD;NG CODE EY ' / PRODUC' C 'd1R ! DIVISION BUILDING CODE COMPLIANCE OFFICE ACCI:PT;1fr'CE NO. ?? — 04 t Z.03 OAT[ DADE COUNTY SCALE 4/12/99 DATE 99 — 126 DRAWING No SHEET 5 OF 10 POURED CONCRETE REQUIRED POURED CONCRETE OR CONCRETE BLOCK REQUIRED SECTION P - P (1) : WALL MOUNT SCALE: FULL 1' x 2' x 1/8 Cont. Alum. ANGLE W/ 1/4 0 CONCRETE ANCHOR • 12° 0. G r Min. FOR SINGLE SPAN INSTALLAITONS ABOVE M AND SEE SCHEDULE ON SHEET 8 OF 10 FOR Mir. SEPARA7TON/GLASS FOR INSTALLATIONS WITHIN JD %GRADE MEASURED AT BOTTOM OF SHUTTER. 1 x 2 it .062 Cont. Alum. ANGLE CONCRE7E ANCHORS 0 12' 0. C. SECTION X - X (1) N. T. S. i CONCRETE ANCHORS 04'0. C. 1 POURED CONCRETE OR CONCRETE BLOCK C REQUIRED POURED CONCRETE / REQUIRED SECTION P - P (2) : SIDE WALL MOUNT SCALE~ 7/2' = 1 ' ✓ DOOR OR WINDOW • GLASS POURED CONCRETE REQUIRED SECTION X -X (2) N. T. S. 2• x J' x .125' Cont. ALUMINUM ANGLE /14'x 3/4'1 AL S / • 6' 0. 0. 1' x 2' x 1/8' ConL Alum. ANGLE W/ CONCRETE ANCHORS • 6' 0. C. 2 x J x .125 Cont. Alum. ANGLE O POURED CONCRETE OR CONCRETE BLOCK REQUIRED CONCRETE ANCHORS 0 8' 0. C. - POURED CONCRETE OR CONCRETE BLOCK REOU/RED /14 x J /4' S M. 0 8' 0. C. ® OR OC Cont. 2' x 2' x .125' ALUMINUM TUBE W/ 2' x 2 x .125' x 0 — ? ALUMINUM ANGLE 70 MULLION W / J/14 x J /4 S. M. S EA. LEG POURED CONCRETE OR ' CONCRETE BLOCK REQUIRED CONCRETE ANCHORS E D. 0 8 0. C. FULL HEIGHT £O Max. SECTION P - P (3) : BUILD -OUT 1 SCALE 1/2' = i ° I 7 ° x 2' x 1/8° Cont. Alum. ANGLE W //14x 1'S. AL S 0 12 ° O G 7 ° x3 - OR2 ° x3 ° x.062' Cont. ALUMINUM ANGLE CONCRETE ANCHORS 0 12' 0. C. SECTION X - X (3) N. T. S. X3 1 BEYOND IL EC O INC. WALTER A. T1LLIT Jr., P. E. FLORIDA Lic. # 44167 /14x3/4 ° S M. S ✓ 0 6'0. C. B I 60 OR ® SECTION R TILUT TESTING t ENGINEERING COMPANY 6593 N.W. 38th. St. St.. 217, VIRGINIA GARDENS. Fl. 33196 Phan, (305)071 -1530 . Fax (305)871 -1531 2 /14 x 1" S. M. S. 0 8' 0. C. REV N. 2 /14 x 1 ° SM.S 0 8' 0. C. SECTION O - O : MULLION MOUNT SCALE: 1/2' = 1' / W -1 OR W -2 SCALE : 1/2' = 1 ° tIQO,v11oN .500' .500 ROLL -UP SHUTTER DAT[ 3 • /.250 Max. O O / OR © SECTION R - R : MULLION MOUNT (FRONT) SCALE 1/2' = 1 ° 2' x J' x .125 Cont.- .500' ALUMINUM ANGLE .500' APP! CI:i.0 "S. COMPLYING WITH THE SCJTH iFL C,tUiA 3L?ELDING CODE c2.3-19 pr Fi20L:U�i COi,TROL DIV:S:OPI 0 0. 0 M. S. i.WILDI, CODE COMPLIANCE OFFICE R : MULLION MOUNT (5rlb.11NCE NO 11 -04(2,4)3 AMERICAN SHUTTERS & AWNINGS INC. 18361 NE 4 CT MIAMI, FLORIDA 33179 DADE COUNTY AS SHOWN SCALE 4/12/99 DATE 99 - 126 DRAWING No SHEET 4 OF 10 N •.125 © TYPE 1 MULLION: 3" EXTRUDED MULLION 6063 —T6 ALUMINUM ALLOY SCALE.• 1/2 = 1 r - 1 9/16 (0 1 9/16" x 2 9/16" x .125" ZINC PLATED STEEL INSERT ASTM A -36 DESIGNATION SCALE 1/2' = 1' 0 TYPE 2 MULLION: • 3" EXTRUDED MULLION w/ 6063 —T6 ALUMINUM ALLOY SCALE: 1/2' = 1' ® BOX COMPONENTS AND ASSEMBLY DETAIL L ® TYPE 3 MULLION: 5" EXTRUDED MULLION 6063 —T6 ALUMINUM ALLOY SCALE. 1/2' = 1 J TOP PROF7LE 3005 —H28 ALLOY. BOTTOM LEADER 1V/PLUSH. REAR PROFILE 3005 —H28 ALLOY. BOTTOM PROF7LE 3005 -1128 ALLOY. COVER PROFILE 3005 —H2B ALLOY. NYLON DISK: 4 1/4' 0. 0. ROLLING CUSHION W /BALLS. BOX SIDE BRACKET: CAST ALUMINUM. RIBBON: 17/32 WIDE. SIDE RAIL. SLAT. EXTRUDED ALUMINUM DRAWING HOOP. GALVANIZED STEEL DRUM: 1 9/16 0. D. x 0.032 Thk. RETAINING METAL PLATE: 26 Go. Go/v. 511 AT EACH ENO. NYLON FERRULE. 1 17/32 0. D. it 0.045' Thk. x 3 5/16' Long. NYLON FUNNEL. SCREWS: / 4 x 1/2 5 STUB DETAIL (N. T. S) ® BOX SIDE BRACKET TYPES , DO TYPE 4 MULLION: 5" EXTRUDED MULLION w/ 6063 —T6 ALUMINUM ALLOY SCALE :: 1/2' = 1 ° .125 w IL EC O INC. TILUT TESTING & ENGINEERING COMPANY 6515 N.W. 36tl1. SL. SK 217 — NRCINIA GARDENS. R. 33160 Phan.: (303)071 -15.30 . Fa.: (305)671 -1531 WALTER A. 1111IT Jr., P. E. FLORIDA Lie. 44167 RM. N. 13/4 "x43/4 "x.125 ZINC PLATED STEEL INSERT ASTM A -36 OESIGNW171ON SC4LE: 7/2" = 1' AMERICAN omarnoN ROLL-UP SHUTTER o•[ .aV. w .3.000' 1 1 © TYPE 1 BUILD -OUT TUBE: 3" x 2" EXTRUDED TUBE • 6063 —r6 ALUMINUM ALLOY SCALE :: 1/2" = 1 I 0.026 T ASTM A -36 DESIGNATION W/ G -90 GALVANIZED SCALE: 1' = 1" SHUTTERS & AWNINGS INC 18361 NE 4 CT MIAMI. FLORIDA 33179 OCIONFROINI -•—.125 QT ZINC PLATED STEEL INSERT FOR SLATS. APPROVED AS COMPLYING WITH 1HE SOUTH FLORIDA BUILDING CODE DAT. BY PRODUCT CO ' 'OL DI'I:S.ON BUILDING CODE COMPLIANCE OM ACCEPTANCE G. l `'0`{ 1 t -n DADE COUNTY AS SHOWN SCALE 4/12/99 DATE 99 - 126 DRAWING No SHEET 3 OF 10 . 125 ° , IIIL .050 Typ. EXCEPT RR g3 AS NOTED. 8.000 co I L I l co I 2 I _910 - AO TYPE 1 SLAT: EXTRUDED ALUMINUM SLAT (DIE DRAWING N' 44189) 6063 -T6 ALUMINUM ALLOY , SCALE: 1/2 = 1 Z50' 2000 F TYPE 3 STORM BAR: " EXTRUDED STORM BAR w/ 5.000 r082 6063 -T6 ALUMINUM ALLOY SCALE 1/2" = 1° TYPE 3 HEADER: 5" EXTRUDED HEADER ' 606J -T6 ALUMINUM ALLOY SCALE :: 1/2 = 1 J 125 ' L.-1 9/16 a , csi 1:11)11 9/16 "x 2 9/16 "x .125" - Z /NC PLATED STEEL INSERT ASTM A -36 DESIGNATION SCALE 1/2' = 1' .125 © TYPE 1 SIDE RAIL: 6063 -T6 Alum. ALLOY SCALE 1/2"' = 1' 5.000 6063 -T6 ALUMINUM ALLOY SCALE 1/2" = 1" 1" x .125" Cont. ALUMINUM PLATE T. FRONT & BACK CONNECTED TO RAILS W/ SILICONE. 2.000'— � I • • • 0 11 Cal .125 G TYPE 4 . STORM BAR: " EXTRUDED STORM BAR w/ ( 6063 -T6 ALUMINUM ALLOY SCALE 1/2' = 1° .125 ® TYPE 4 HEADER: 5" EXTRUDED HEADER w/ m 0 2.593 © TYPE 2 SIDE RAIL: a 0 v 606J -T6 Alum. ALLOY SCALE: 1/2' = 1 x 1.750' = � Gl 1 3/4" x 4 3/4" x .125 ZINC PLATED STEEL INSERT ASTM A - 36 DESIGNATION .i SCALE 1/2' = 1' / 4.750 I, � — .125 1 3/4" x 4 3/4 x .125" ZINC PLATED STEEL INSERT ASTM A -36 DESIGNA170N SCALE: 1/2' = 1 I' x .125" Cont. ALUMINUM PLATE Typ. FRONT & BACK CONNECTED TO RAILS W/ SILICONE. .125 .125 -■ h TJ 0 0 0 1 ® TYPE 1 STORM BAR: 2" EXTRUDED STORM BAR 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1' J.000 © TYPE 1 HEADER: 6063 -T6 ALUMINUM ALLOY ' SCALE :: 1/2" = 1' 2.000' --4 —.250" .125 1 itENC.\ TIUJT TESTING & ENGINEERING COMPANY 8590 N.M. Mk St. St* 217 — VIRGINIA GROINS. Fi. 3316E Phone : (305)871 -1530 . Fax : (305)871-1531 WALTER A. TIWT Jr., P. E FLORIDA Lic. / 44187 3.000° Ntv. Nr J a t } l © TYPE 2 STORM BAR: 3" EXTRUDED STORM BAR 606J -T6 ALUMINUM ALLOY SCALE 1/2" = 1 OOCi6AnON .125 IO TYPE 2 HEADER: 3" EXTRUDED HEADER w/ Eqc v3 . 7 0 1 9/16" x 2 9/16" x .125" Z /NC PLATED STEEL INSERT AVM' A-36 DESIGNATION SCALE: 1/2" = 1 " 2.000 ° -1 6063 -T6 ALUMINUM ALLOY SCALE: 1/2 = 1' ROLL -UP SHUTTER APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA BY PRODU TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. -D� 12.0 AMERICAN SHUTTERS & AWNINGS INC 18361 NE 4 CT MIAMI. FLORIDA 33179 NIv. w { 2 9/16 i -.125 OCICRI110N DADE COUNTY AS SHOWN SCALE 4/12/99 DATE 99 - 126 DRAWING No SHEET 2 OF 10 a X/4 NV NV r/I P/1 BRACKET DETAIL 1 (TYR) P/4 ® OR OD 0/4 2 h z X/4 Max. SLAT SPAN SCHEDU (SEE � TYPICAL SINGLE UNIT ELEVATION (NO STORM BARS REQUIRED) N07E SEE SHEET 2 & 3 OF 10 FOR COMPONENTS NOMENCLATURE. / Man MULLION SPICING r- W -1 W - 1 Max. SLAT SPAN (SEE SCHEDULE) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION (NO STORM BARS REQUIRED) NOTE: SEE SHEET 2 & 3 OF 10 FOR COMPONENTS NOMENCLATURE. S/S r/4 5/5 S/S r/1 (TYP•) (TYP.) P/4 - P/4 ® ® O O (TYP.) OR (Tjp. Ea. END) Max. SLAT SPAN (SEE SCHEDULE) Max. STORM BAR SPACING (SEE SCHEDULE) ®O DRO ® 0 MAXIMUM HEADER SPAN (SEE SCHEDULE) W -J V/5 TYPICAL MULTIPLE UNIT ELEVATION (STORM BARS REQUIRED) N07E SEE SHEET 2 & 3 OF 10 FOR COMPONENTS NOMENCLATURE 0 © I•- 0 0 0 0 • 0 0 0 1� 11 ff If (TYP•) © OR (Tjp. Ea. END) 0/4 Max. SLAT SPAN SEE SCHEDULE Max. STORM BAR SPACING (SEE SCHEDULE) W -2 0 0 o -I-11M ff . mal H H— I Illlllil_i � f N -- 1 - 1 ,q F1 _ 1111 W - 2 11 1 R Max. HEADER SPAN & Max. MULLION SPACING (SEE SCHEDULE) TYPICAL CONSECUTNE MULTIPLE UNIT ELEVATION (STORM BARS REQUIRED) NOTE: SEE SHEET 2 & 3 OF 10 FOR COMPONENTS NOMENCLATURE • 7 0 000R0 Cont. P14 J ®0RO Cont. / / / / / /// gs H 2 cr)2 IL EC O INC kTILUT TESTING & ENGINEERING COMPANY .W. 38th. SL. Ste. 217. VIRGINIA GARGOS. Fl. 33186 hone : (305)871 -1530 . Fa.: (305)871 -1531 WALTER A. T1LUT Jr., P. E. FLORIDA Lic. # 44187 GENERAL NOTES: 1. ROLL -UP SHUTTER 1445 BEEN DESIGNED IN ACCORDANCE WITH ME 410E COUNTY. 1994 EDITION OF ME SOUTH FLORIDA BUILDING CODE. DESIGN WINO LOOS SHALL BE DETERMINED AS PER SECTION 6 OF ASCE 7 -88. WITH 110 m.p.h. BASIC MIND SPEED. 2. ALL ALUMINUM EXTRUSIONS SHALL BE 606J -T6 ALLOY (UNLESS OTHERWISE NOTED). 3. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W /50 kW WELD POINT AND 90 fof TENSILE STRENGTH. 4. BOLTS TO BE 2 024 -T4 ALUMINUM ALLOY. GALVANIZED OR STAINLESS STEEL WITH 38 kal UNMAN 17ELD POINT. S. STORM BARS SMALL REMUN IN PLACE AT ALL TIMES . & ANCHORS 70 MALL SHALL BE AS FOLLOWS: (UNLESS OMERWESE NOTED) (A) TO EXISTING POURED CONCRETE. - I /4' 0 TAPCON ANCHORS AS MANUFACTURED BY 1.T.W./RAMSET OR QCO 1NOLJ'STRIES. NOTES A.1) MWLMUM EMBEDMENT OF CONCRETE ANCHORS INTO ME CONCRETE UNIT SHALL BE 1 J /4". NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF 774E REQUIRED EMBEDMENT. A.2) IN CASE MAT PRECAST STONE; PRECAST CONCRETE PANES; OR PAVERS BE FOUND ON .THE.EXLSTING WALL OR ROOK ANCHORS SMALL BE LONG ENOUGH TO REACH ME MUIN STRUCTURE BEHIND SUCH PANELS. MINIMUN PENE7RA7MON SHALL BE 1 J /4' (B) TO EXISTING CONCRETE BLOCK MALL: - 1/4' 0 TAPCON ANCHORS, AS MANUFACTURED BY LT.W,/RAMSET OR ELCO INDUSTRIES. NOTES 13,1) BE MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL 8.2) IN CASE THAT PRECAST SIOALE OR PRECAST CONCRETE PANELS BE FOUND ON THE DOSING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE 1 I /4' MINIMUM. (C) A NCH OF SHALL BE NS MANUFACTURER FC FOLLOWING ALL OF ME RECOMEN4ATIONS AND SPECIFICI- 7. IT SHALL BE ME RESPONSIBI.LIY OF ME CONTRACTOR TO VERIFY ME SOUNDNESS OF ME STRUCTURE WHERE SHUTTER IS TO 8E ATTACHED TO INSURE PROPER ANCHORAGE 8 SHUTTER MANUFACTURERS STAMP SHALL BE PLACED ON ME EXPOSED SURFACE OF ME SIDE RAIL APROXIMNTELY 4 ABOVE THE BOTTOM OF SUCH RAIL. STAMP SHALL READ AS FOLLOWS: ROLL -UP SHUTTER AMERICAN SHUTTERS & AWNINGS INC. • MAML FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED. 9. ROLL -UP MECHANISM NOT PART OF MIS APPROVAL„ SHALL BE CE R71FTED BY A RECOGNIZED TESTING AGENCY. 10. THE SHUTTERS SHALL BE PROVIDED W7714 ADEQUATE LOCKING DEVICES FOR SECURING THE SHUTTERS IN THE CLOSED POSITION DURING A HURRICANE WARNING. a V§i N[Y. Ne 00[WPnaN 2 APPROVED AS COMPLYING WITH THE SOUTHLGRIDA BUILDING CODE DATA u • . BY , i FRODUC CO`.ROL DIY!S:ON BUILD :NC CODE COMPLIANCE OFFICE ACCEPTANCE NO 91- 041' 03 ROLL -UP SHUTTER AMERICAN SHUTTERS & AWNINGS INC 18381 NE 4 CT MIAMI, FLORIDA 3.3179 3 4 atsosooN OWE DADE COUNTY N. T. S. SCALE 4/12/99 DATE 99 - 126 DRAWING No SHEET 1 OF 10 MAXIMUM DE:IC LOA r . - `' (p.s.f) TYPE 1 HEFDEFR T•PE 2 HEADER TYPE 3 HEADER 1 14.1 4'_7 E• -7 4. 7.6 6•-E 10• -r ' 3 - - <.5.0 c• -E E.' _7, . 3' -7 52.0 6' - 9' - 9 - 116.9 71 .`-' 5 -4 . 8 -4 • •0' -e 5. .F 6' -0 9' -5 ',2•_1" 75.3 5' - ' E -1 0• -4 " � 5 '- 1n E' - 1 • -o 6 1.., 5' -0 7 -10 10' -0 °.4 5' -8 8' -10 11' -4 66.8 a' -10 7'- y• -6 67.5 5' -5 8' -7 11 -0^ 91. 4' _A 7 o• - r .. 71.1 5' -4 ` E' -4 • 0' - n' 116.5 4' -2 f' -" g• _4 86.8 4 ' -1 7 -T 9•-70' 57.2 C 4• -1 1 1 1 '- 11 121.2 4' -1 6*-.5 a' -2 90.3 4' -9 • ' -" - f" 559.5 5' - 1 n- 9'-1 11'- 125.8 4 ' -0 6' -3' 8' -0 9:5 " -" 7' -3 G• - 4 . 5' -3' 6' -8" 134.3 3' -10 1 3• -11 6•- - - ,•_ 46.6 4 ' -7" 7' -2 x• -7 6 5' -7" F-1C' :1• -4' 136.2 3' -10 (•' -0 7•_0" 1.,1.5 L' -5 7-0 0• -E1 66.9 I 5' -F F-7" 1 •I • -x• 142.8 3' -9' 3' -11" 7• -c 106.5 4' -4 6• -10 e •_ c .- 70.1 ... -4 8• -5" • 0. -0" 14E. 3' -11" c' _o- 7' -5- 110.6 4 ' -3" 6' -6" 8'_T 72.9 5' 8' -3" 10 -r 153 1 _ =' ` - E r 7 ' - 11- 1 4' -1 f•'_T A• -5 7 c•_2 F•_2 : n' - 157.9 3' -7 5' -T ' -' 117.6 4' -" 5' -6 •-4 5• - 8' -0 .0. - 4 . 168 1 - 5 "5' -5" A' -.11 1 a' -r f •_ A'• -1 5- c. 4• -11 7' _a` -11 MAXIMUM DESIGN LOAD ,W (p.s.f.) TYPE 1 HEADER TYPE 2 HEADER . TYPE 3 HEADER 1 14.1 4'_7 E• -7 8' - �. 75.1 -_,_ - 156.8 3' -7 5' -8' . 7' -2 116.9 4 ' -2" 6'- E' -4 77.0 5' -1^ fi' -0 10' -1 160.6 3' -6" '-' S'.7" 7' -1 119.7 8 8 s'- ' 7' -111 10' 164.4 3' -c 5' -6' 7' -0 I 122.5 4 • -Q" 6' -4 " 8•- 7 - 80.7 5• _n" 7 • -10" 1 n• - 17D.0 3•- '-{, 5•- 1 1 t 26.7 4 ' - ( 1 ' - 5 6'7.3 8•-0+ 83.4 4• -1 1 7' -R c -11" 17•.6 3' -5' 1 30.9 3•-11 6' -2" 7•-11" 66.2 4•- 10 7 -7' a• -c` 180.3 3' -4' 5' -3' 6' -8" 134.3 3' -10 6•-1" 7•_9- 8 5 e' -d 7• - o'_ 185.0 't• -A" c•- 6'- 137.9 z• -10- F' 7'_p 1 86.0 3' -3' A•_7" F.• -7•. 140.7 3' -9 5' -1 1' 7 - 92.7 4'- - 7._d' 0• _4 ` 197.2 3%7.2' 5' -0" 6•-5" 147.0 3' -S 5• -1n' 7•-5 o_ A `,• -- 7' - p. UAXIMUm DESIGN LOAD tr.' (p.s.f.) TO CONCRETE WALL TO MASONRY WALL FROM 47.8 TO 197.2 5' O. C. E 0. 1_ • 0 • -- ■.)ufct KAIIN., W MAXIMUM SPAN "L" FOR A GIVEN TYPE OF HEADER. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) MAXIMUM NEGATIVE DESIGN PRESSURE RATING. "W" (p. s. f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE • s,10 "%n ( ? ) 72 s. f AND CORRESPONDING 'AMID AS CI101TM JTTK scm>t I LCItl0A $UtLD1115 CODE ' LTE 1tal A1 ne....t1� e1 IR KOOOCT tOITEOL 041513! SWUM CODE COMr41ZCE Ofd • ACWILICE sa.g5- OS1S -Q;• DADE COUNTY IILIEco TLUT TL'STlNO k IENOINED11IN0 C01fPANY 6696 acv 3411t. A Su. 717. 4x+0.4+ G Ot16. a► 33165 Rama : (3067071 -1530 .Fee : 005$71 -1531 WLTM A TA.uT Jr. F. £. FL!'PT54 Lit. t 4 416 7 art. so oars.ls ROLL -UP SHUTTER Roafe 3645 CORPORATION ORM.E rarer boar . Ft 33905 "rat 0442!!15+ SOT SCALE 3/1/25 95 - 44 DRAWING Ida 1/ L 'DAD • Vr 0 1 1C 5 5.7 1212 95 3 93.8 81.8 12!. f. 9...5 63.5 13f: 1013 14'5 1 0 ( .5 70 148 4 1106 72.9 153.1 114 7 Ig7 11 77.5 165 1 12 3 e 153.1 114.1 75 116..9 77.0 1 5'.. 6 11s.7 7 5.8 le.4 .4 1 22.5 50.7 1 7E.0 5. • 175.6 13.ac 8f.2 '3 1 85.0 1 37.9 9(• 187.E. 14 7 0-• 107.2 14 . r t , 0 STORM. E14-c• _It;; = Ma. SLAT £1.14 • < E t. - T _cr 2*- T r T-7 7 - it* 3 1 2*-6 3*- 7- 1- 3*-C C-1 3-CT 7-Cr 2 -4 7*-C 2.-1C (v T1FE ZTFl. F.a.F ,. T-11" 1.• 3*-4" 7-8 r 4 -Cr 3 t•-1f• *- 4 2 '• - r 1E - 0 2 3 3*-C 3*-0 3 2*-Zr -r 3*-1 • 1" 3*. A • 1 1 3- .t 4 V-10 a • -Cr 3 .3*-9" 3*-r 3*-0" .3•-r 3'-(7 t• 3*-0 3'-6 4' A' <. 6 3 3*-4 3•-9 - A -10 3*-4 3*- 4 3•- 3_ A' -5- 4•-3 -4 4 - ■4 4*-7 3• - 4 1 4 -0 3*-11 3 3'-0 (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7-88) - TYRE : Est R STORM BAF: Sa- = SLAT SF:Au .5*- 3*-7 4' -7- 5'-1" .3 ••_0 5*-0" 3*-11" • 4 1G" 3* -4' 3•-1" 1 3*-5- 3 1 3" 3•- 7' 4 - .3"- 2 3-8 4' .3*-e 4' • 3'- 3*-1' 3*-r T 4 10 4 * 3 4 -A 4 f.*-1 3' 5 1 .3 4 'T 4. -11 3*-r A • - 7 4 •- 4 1 4- - Kr 3•-0 1 3"--4 3•-E" 1 3•-0• 3 4' 3•-5" 7-10 - F - , 3 3*-5 1 - 1 4 -Cr 1 4 • 3' - a• E A' -6- r-E" 5 - 4 6*-r 4 _F- 5'- 5'- 1• E - - 10 4*-C. 4 ' - 4 - 3 -10 MA'; BE CAPAELE or GF EATER SPAN (TRTICALLY) HOI•VE VER. CREC EW_ZINE "TO VERi F CONNECT If.*!1 JS HEArIER ADE OLIA.CY LINDEP .T.L.1-2TIC.N WIND LOA Too SHOW! SPAR $7CF.t.,4 c.PACtur.; = ma.. SLAT 7_ 5 1• 7*-r 5*- 5-11" 7*-e 5 10" 7• 4 11 5*-9" •-(.' 7• 6' -cr 1 5*-6 e'-c 4*-r .5*-- `" t•-10" E'-E 4 • - 7" A• 5 A c• -Er 4 . - 7 . 5' 5*-3" 5*-r al• 5 r- 4' 5 7 Pr 3 7 •70R!! FAR 5 5*- Er- c •• 8'-1" 7 0. 7• • 5*-cr ‘•-10" • e 7•--V 4' ■11 7' -0 A -1 4 • 4 • - • ST OM BAR CPACINK. SHALL NOT ExCEED AND FOR A C-P.r:F.N SLLT Ti PE. THE 1.. IM SPAN SLAT FOR A Or.rE.1.1 HEIGHT ABOVE 5.; • E*-6 ‚ 1 8- -cr 1 8*-., J 1 e, F*- 1 6-3_ 1 1 r•-r 8 r .• 6-2 1 7._7 1 4•_rf 1 6- Z. 1 7*-T 1 ... 1 I 6*- 5 6 7' 5*-r E •• 8' -0' 5*-5 r- r 7*-a• ev-r 5*-E" a • E*-5" 7• - I 1 7.-c. 5 6'-'" • *-3 7 -5' • -7 • -4' • • 7 -4- 1 Z • • - 1 ( 1 111 1 f •-. •-• ' L PE e. • . . . .. • . C-7 - 7 f.• 7• 8•_fr ( ' - T 7*-t" •- •... • -t • 6 7*-e 7 --_r r -0" •• 8*-(7 c•_a.• 8* •.• es- - • • r-r 5'-1C S' -5 f• I (PE 4 7 70! - -.1.f E.4F. S7ORIA BAC SPA:m4C = u.:4. SLAT SPAN - < E 1 5' -0" I c 1 .4 3' -0" C-9" 1 7*-5.7 7* - 1C 1 8' -T 1 6*-T .. 8•-0' •• 5' .• 7' - r 8'-e 5 •• ' . •• f••-5 7-C 1 . 7•-5; 5'-3 .. 1 e'-0 •••• • .r •• •• Er-.7 •• 5'.-10 T-6' 1 7• 1 8*-C .. 1 8 .. I 6*-C I - 1 7• 1 Er-C •• 7-V 7'-c 1 8.-0 .. 8 .. 1 8.-0 .. 1 E*-8" ••• 8 1 7_-7 1 6"-T .. 1 r -6' 1 7' -C 1 13*-E .. 1 ,_ 1 7 1 5 • 0 "*" " ••• • • I •• .5*-c" •,• • _ r 1 5*-0 •• F-Cr •• V-E E•-4 F • - :V 1 1 8 1 e I e*-G .. 1 r-cr .. 1 5: -cf 1 61"-C ••• r - I E"-;.." 1 1 ir-c; .. 1 5"-b 1 s•-Cr I 7--e• 1 6*-0" 8 •• 8 •• 7* - 6*-0 •• 0 - 1 f. 1 E*- - 1 7 -10" r-cf .. 1 a•-rs" ,.-11' 1 6 -F 8 , 1 1 8*-0" s • -er 1 E .. 1 - .• g'-5" 1 7- 1 8 -o 1•• -6" 1 E*-C" •• 1 F- •• .. I 8 .. 1 r •••• 5' • 1 7*-2' 8' -( - q • 8 •- fi• 4•-11 .4 '-1*"." 1 7 • -7' 10 . 1 • • • • z4 - e -C. -- 8' •• 1 r-ci r B 1 E •• E- 1 8-0- .• 1 tv-cr es 1 1 / •• 4-7" 1 611" s- 7 r I 5-0" g - _- err ... 8 6-0- ••• 7-11 7' -1 6'-Cr •• •• 5- •• 1 E-0 F • .. E*-C •• c•-.4 • -7 1 7-4 E •• AML711 U COMMIIG 'VITO THE DOUN FLOZIDA IIVILDINI CODE at IT 1155, PCODUCT s!TIE DMS101 BOWEL CODE COMPLIkla MICE ACCEPIANCI BOA- 031S . EV2 DADE COLINTY ,/ IL ECOINe.\ • IR TESTING k EmCmtEIRD■C COmPANY ESSE19 @Lir 3611. SI 27. MOW. GAWK. n WW1 P1l=re2 . (305)671MO . Fes : (=)6ai-tm WALTER A. TUX J. P. •.0Pl3A Lic. 44157 ROLL-UP SHUTTER R Fe 45 CDRPORAIM CR= FORT WYE. FLORCA 13$05 ice OCICaronoo , 1 Man - NM Om OCICErlt= SCALE S/I/23 95 - 44 DRAWING No SHEET 9 (Nr E MAXIMUM DESI'N LOAD Kr (F.s.f.) T1 PE 1 STOP.M EAF. TYPE 2 E TORt•! EAR TYPE 3 STORM BAR TYPE 4 STORM BAR ST•)RM BAR SFACINC, = 110' SLAT SPAN • STORM BAR SFACItJ = Mob . SLAT SPAN ° LA STORM BAR SPACING = tJp7. SLAT SPAN SPAN STORM 6A1. SPACING = M SLAT FAtJ ° < 5' -0" I 5' - 4' -T S 3' -0' < 6• -0" r I 4' - Cl 3' - < 6' -U 5' -0" ' 4' - 6 3' -D 61.5 3' -5 1 3' -9 4' -2 4'-10' 4• -5 5'-1' 5' -5° I 6' -7 -4 Er-o- ir-0" - I 8. •• 8 •_T •. r--o - I 8' -a- •. 8' -T °- 47.8 3' -10" I 4 -T 4 ' -3 . 5'-6" 5' -T 5'-= 6' -5' 7-4' 8' -0 •. 8' -0 •• 8'-tl •• I 8'-0' ..• 8 •_ 0 ° .. 8'-Cf_ - I 8' -4° •• 8' -o' .. 66.3 3' -- 3' - 4 ' - T 4 '-8" 4 ' -5 4 ' -1 0' 5"-r 6 'T 7' -0" 7'_9.. 8'-Cr = ( 8'-0° •• 8' -0' .. 8' -T °. I 8' .• 8' -0° .. 52.0 3' -- 4' -1 4 ' - r -r 5' -T 5' 6' -7 T - t' 8•-0 8' -0 e. 8' -0' .• I 8- -T .. 8 •_ 0 - •• 8'-0' •. I 8•-Cr •. 8• -T .. 71.5 3' -_' 3' -E- 3' -1r a -6" 4' - 4' 4• - 9' 5' -T 6' -1' G' -td 7' -5 B. -0- .• 8• -0 .• 8• - 0 - .° 8'-G •• I 8' m r - T •• 55.6 3' -T 3'-11 z•-r 4- -1 5• - 6. -C" (• -11° 7-9' B' -T ® 8'-T •. 8•-O •. 8' -T .• 8'-0" •• 18'-Cr ee r -T .. 75.3 3'- • 3' -4 3' -5. 4•-4' 4• -7 4• -' 5' -7 1 5•- t ' e.-Er ' 7. -T 8' -0' °. 8' -T •° 8'_T °• 8'_• •• I 8'-T .• B' -o' e- 55.5 •• _C 3'- 1r r _ 3- 4 -11 4' - - I _1 - - I - 5•_c- - , -E' 8' -v .. B'-0" •• g•-Cr •• g•-p° °° 8' -T °° I 8'-o .• E' -o - •- 8 1.5 3' ...0' 3._ r 3' -5" 4' -3" 4'-Cr 4'-S' ( 4 -11' 5' -8' 6' -4° 7' -0' 7-10 8' -0' .• 8' - e'-tt •. I 8'-0 r -0' .. 63.4 3•..4 3' - 8' 4 4'-9 4' -i 5'• -1. I 5'-T 6' - 7 -T 7' -11° r -C .. 8• -0' .. 8'-T .. 8• -0" .• 18• -cr d 8' - 0 ° .. 86.8 2' - 1C 3' -7 3' -6' a _t° 3' -10 .' -3 a' -3' S• -T 6' -7 6' -9r 7' -T 8' -Cr •. 7' - 1 T 8'--D' •• I 8'°-c ••. 6' - 1r •• 4' -5 4' - I0- 5' 6' - 7-d 7'-6 8' -0' «, a eo -T 8' -T .. .. o 8'-0' B'- 8' - .• ? 1.. 2'-1 3 -1 3' 4'-0' 3' 4 ' - : I 4' -8' 5'-4' 6'-0 8' -r 7 -- 4 ' B'-•7 •• 7' -5 8'--G •• I 2'-G •• 8' - 0° .. 71.1 3'-- 3' -r 3'-11° 4• 4• - 4 ' - T 5' -T 6' -1° 6' -1? 7 ' - 6 8'- .• E -T .. e' .e -. .. 8' - J r I 8' -� 8' -T .. .. STORM BAR LOADING CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W" •. s. f. AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) STUPM BAR SPACING SHALL NOT EXCEED THE MAXIMUM SPAN SLAT FOP A GP✓EN HEIGHT ABOVE GRADE AND FOR A GIVEN SLAT TYPE. At%-Y BE CAcABLE CF GREATE =. SPAN (VERTiC:LLO HOY:E?. SPECIAL ENE=I•EERING WILL BE REOVIP.ED TO VERIF1 CONNECTIONR AND HEPDER'S AGEOUP.CY UNDER 5, TION Y:ItfC LOADS. • • IL ECO'Ne. TILUT TESTINO t ENOINED 1MO CO6IPANT eras •.w 3e14. SL 21. 217. WPM. GR0013. FL 31166 - _ • 005)371 -1310 . Fes : CO5)871 -1311 WALTER A. MLR Jr. P. E. FLORIDA Lic. 1q 44167 ROLL -UP SHUTTER Roafe 5645 CORPORATION ORME fORr ►41ERs. FLORA. 33905 WIC 8 a OMITS LS COHntui III TIE San RCVIA $VI1DIK COTE ' ILTE� -PP jam ,} \� I. t ' 4 1.5 PUDIC I MHO MI COMMA= OFRCF MAKE 11., 03 DADE COUNT 95 - 44 DRAWING No SHEET 6 03 .,SLAT T.F'L Mo.• DESIC? LOAD 'v: (p.5.f.) t.MGVU.•l ;. ;L. SLfT S F`At; MA'sIk•ail.'. SLAT SPAN LOAD ". v/ (p.:.l.) �-� ' -‘ SINGLE 1 MJLTIPLE 1.N IT • LI7JIT • SINGLE L'NIT -. L4L.'LTPLE UNIT .. SIU LE ►�UL1IF'LE UNIT ••• UtJTr ... 116.7 5' -2' • 15• -2" • a•_5" . 14• -5 4 T 3 121.2 5' - • 15•_ • 4 -4" a 14' -4" • 4' T _ 122.5 5' - 2 - - I5•--2 • 4 • 1 4'_4" . 4" '1 _ 125.3 .°' - 2" • I - • 4•_4" • 14• -4' • 4' 3' 7 - 125.8 5• -1" • 15•_1' • 4• -4" . 14•_4 . 4° r 126.7 5' -1 .. 1 5•- 1" . 4•-3" • I4• -T • 4 T 3" 129.6 _.• -1' • 1 5'- 1' • 4'_3" • I4'_3 • 4° S 3 130.9 5• -0" • 5• - '1' - 4' -3 • 1 - 3 " • 4" 3 .. 134.3 5• -0" 4• -2 - 1 4• -7 • 4" 4" 3 _ 136.2 82 4• -:" • 14•_2 • 5' -0 • 4 4" 137.9 r 4 -1 • 1 4• -1" • 5' -0 • I5• -0 • 4" 4' 140.7 r a -t° .l a_ t . • 3 I r T 7 T 142.8 4' • k•-i 1" • 4•-0' • 14• -0" • T I 3' 3' 88.5 r 147.0 4' 4' -0" • 1 4• - 0" - S ( 3 T 4." 3 148.4 ■ 3•-11* •12*- 1 1' • T 1 5 7 3 3 153.1 4 -11 • 14• -11" • z'_ 11" .13 . 3 1 3'• 3 9.•Y7 3 156.8 4 3' -1G •!3• -t0 •` _ I 3 3 I 3 157.5 . 3' -10 • 13' -10 • T 1 3" 3 1 3 160.6 - -tn° • 14• -1;. . 3' -9 I3' -= • 3 1 _ 101.5 3 16. 4' 3' -9 • 1 = -O • _ j 3 - r 4" 168.1 3 3•-9 • 13' -9 • .i 1 - T 1 3 170.0 '- 3•-I" • 13' -6 • T 1 3" T I T 175.6 116.5 3' - • 13' -E • 7 1 3 3 I 3 180.3 4• -5" . 1 -F - 3•-r • 13' -% • 3 1 3" T I T 185.0 3• -7' • 13' - • 3 1 r 3 I 3 186.0 3' -66" • 1 3' -5 • T 1 3' T 1 T 197.2 3' -5 • 1 3' -S • _' 1 _ T I 3 . Sl: T r(PE ' f EE.IG1J t.MGVU.•l ;. ;L. SLfT S F`At; _MIIJ:tMUM SEPAPATION TO GLASS LOAD ". v/ (p.:.l.) �-� SINGLE I I tJIT MULT•FLE UNIT • SINGLE L'NIT -. L4L.'LTPLE UNIT .. SIU LE ►�UL1IF'LE UNIT ••• UtJTr ... 71.5 5' -2' • 15• -2" • 4 4 T 3 72.9 5' - • 15•_ • 4 . 4' T _ 75.1 5' - 2 - - I5•--2 • 4 4" i _ 75.3 .°' - 2" • I - • 4 4' 3' 7 - 77.0 5• -1" • 15•_1' • 4° 4° r 77.5 5' -1 .. 1 5•- 1" . 4" 4 T 3" 78.8 _.• -1' • 1 5'- 1' • 4' 4° S 3 50.7 5• -0" • 5• - '1' - 4" 4" 3 .. 81.5 5• -0" 5 • 4" 4" 3 3" 82 5' -0" • 5' -0 • 4 4" S r E3.4 5' -0 • I5• -0 • 4" 4' 3 r 86.2 Jr-11 • 14' -1 1 • 4" 4' 7 r 86.8 4' • k•-i 1" • 4" 4" 7 _ 88.5 - • -1'•" • 14 -1 1 • 4' 4' r r 90.3 4 -11" • 1 - 1 1 " . 4." 4" 7 ■ 90.8 - -11' • 14 -11 • 4" 4" 3 3- 91 4 4 -11 • 14• -11" • G e 3 . 9.•Y7 - •-tr .14• -1r, . 4' 4 3 3 93.E _ •-1rr .14• - 1n' • 4' 4' T . 96.8 .. - 1Cr . k _tc" . a' 4 3 3 95.5 - -tn° • 14• -1;. . 4 4' 3 _ 101.5 4' -c" . I a• -o" . 4" 4' T 3' 1(15 C 4'_O o 1 4• -G . 4" e 3 - 110.6 4' -T • 14' -7- . 4 4' T '- 114.1 c•-E" • 1 4• -c: - 3 1 3 .i T 116.5 a•-f' . 14 -6" • T 3' T 3 116.? 4• -5" . 1 -F - 3 3 ,- - Le C - SLAT SPAN 5. EPAP.ATIGN TO GLASS • Lr." v.- MULTIPLE Joff - • SINGLE Jurr • MULTIPLE t u.T ••• 4 T T q- r 3 4' 3 3 4" 3_ T 4. 3. 3- s" 3 3 3 61.5 5' -5 • 5•-5" • 4' 4" 3 61.5 5• -5 • 5' -5 • 4' 4' T ' 3 63.4 5 • 5• -4" • 4" 4' 3' 3 63.6 5' -4" • 5•-4" • 4' 4" 3° 3 6€.9 s. -4' • 5' -4 • 4' 4 3 3 67.5 5' -3' • 5• • 4_ 4' T 3 72.1 5' -7 • 5' -3 • 4- r -. 7'.1 r c.'_:.- • 5. -.,. • 4 4" 3 r SPAN71 VALID FOR EVERY IW ALLF.TION LOCATE AT AtJY ELEVATION OF 'I n• rr.t:' mi.:A •./RED AT ECTTCt" r= SHUTTER. 14114•M:)M SEPARARTI0i; TO CLASS FOR SHUrF.FT_ IWSiALLEL' WITH34 THE FIFST 31?• -0 ELEVATION OF BUILDING AND 1.4:aXILJJM SPAN. SEL TABLE 1 For Mir.. SEP:RA1,0NJ TO GLASS FOR SPANS LES`.. THAN THE Max. ALLOWED. MIT: M S TO GL.4E.S FOR SHUTTERS INSTALLED ABOVE 30• -0" ELE.7.110t4 OF EUILDIN:,. MEASUP AT 'BOTTOM OF SHUTTER. TABLE 1: SEE NC'TE 9ELOW MII•NIA SE ?ARATI' ?t.1 TO GLASS t:CjTC• M1rIIMJ6 SEPARXWNN TL• CLAc.$ FOR SIN LE AND MULTI =LE UNITS SHALL BE mEASURED FROM SLAT TO GLAZE. 7°°eta3 i °. evu ?iT.av 1F ^li 1mE G:;1( FUZZx IJ!! iNd CODE :3tE &ITAL. iS J ?XOLI 1 .311:3L Om.SLo>t suItQ:1C C "OE CO':?W1zCE OFFICE £CCLflUCE NO.45-0315.L 2 NOTE. SIDE RAIL CONDITIONS FOR TYPE 1 SLAT TYPE n SLAT 5j;;_L ONLY SE USZ� 114 CONJL'NTIOrJ WITH TYPE �` & (' EIDE Fco;L 5 FLOP L!_X'HUM SL =.T SPAN OF 48". AND A MAXIMUM. DE51;,N FRESSLIF: Or 82 0. • 1. USE TYPE �� <) SIDE RAIL:•FC.p AN) SLAT SPAN OR PRESSURE RATING INDICATE( (:I: S:HEE)!ILE:S. • SINGLE SPAN IL ECOarde. TILI.ST TE1T1NO Q Q/OIMEERINO COMPANY 439S °as. 36a 3$_ Ia.. 217. YROr+a• 1011DE1G rt 111 66 Wcn ' (343)871 -1330 6®v t (305)871 -133 WALTER A TBSIT dr. P. E. t FLORIGA_Lic. j 44167 rv. -. WIT SPAN LAYOUT C 0 c n ❑ 0 O ROLL-UP SHUTTER Roisare 3845 CORPORAflON MK YTQtS. ROIEOA 53905 ors. as a 0 0 D 0 0 MULTIPLE SPAN 3 9HErr 5 DADE COUt SCALE 3/1/9' ATE 95 -- 92461106C 1 vA .F -. A* 143S 1 R. S-^_'T OF e Fr, sr�i. sT V7i u:Twr 3i.'/%4sY 1!t ZuR.JRED AT SOTTO., Or swum" WPG) — • — ALL CV ti WALL MOUNTING INSTALLATION SINGLE SPAN CONDITION / / rr■TES: 1. INSTALLATION ARE ONLY VALIE• FOR BL'ILDINGS WITH MEAN ROOF HEIGHT LESS OP. EC-�A. THAN 30 FE_T Z. FOR NEY• MANE CON$7 U.',T101.: 11.000 ME1/E R TO Hi: SOUTF RN PINE No. 2 n:! Socc rY_ DE11S7Y OF (2.:`,T., OF EC 1A_. 3. eru::Mu& PENETRATION OF (AS S^F.E•S INTO tvND MEMBER TO BE 1 1/7. C G•33: S1U'5 •LrMtPI. =1 • ry•acP (T DCAO PLAN B (SECTION) INSIDE P/OUNT :te e - r° t r PLAN A (SECTION) WALL MOUNT • 1/4 • • 4 LOi: LAG =ROTS • r a. r.. 0 • I r 14n. 1 Tr E •cco SLO. IL /1 EE NC. \ TILUJT TESTING it CNOnNCFRING COMPANY 6°-OS Nat 36.. ... A 217. wares wood. R. 33106 ge°ao : (303)$71 -1936 . Goo : (30:)$71 -1331 VpALTER a TIWT Jr. P. E FLORIDA Lk. f 44167 ( >j S� SHEET 5 CF E FOR LIMITATIONS & RECUIF:EMENTS FOR THE INSTALLATION OF DIFFIREN7 SIDE RAIL TYPES ELSED ON SLAT SPAN & DESiG1: PRESSURE RATING • d woos ROLL—UP SHUTTER Rotafe 5415 CCRPCRATION CRCLE FORT MYERS. FLORIDA 33e25 111:111:s110• •.7L SIN. ao \ i. rz ti Al moms MTN Zig fdi:Ta RUM $UU.31U6 C K SCE �t�21 L _ %1 55 !7 KONC7 tuT[O[ ityIIION ICILD:16 CDDE WNl1IUCE OffICE • £CUIUCE s0. -O i5 -O 3 DADE COUNTY SCALE 3/1/95 95 — 44 9RAW1NG Ne gpggq 0 OF 1 �.) TYPE 1 SLAT: EE': T RUDER ALUMINUM SLAT 60E3 -T6 A.UL4 NIIU ALLO 1- �G} HEADER TYPE 1: 5 `3 - TF ALU11I11UU ALIO, „F i till �� 0 E� \ / i c c i6 TYPE 2 SLAT: EXTRUDED r :UDED ALUMINUM BOTTOM SLAT 6063 ALL°.■:1.uu ALLOY i i 12: I/7' (+n.1 1 9/ 3. HEADER TYPE 2: 50 3 - AL'JII:)UUL A; L/Yi (T) BOX COMPONENTS AND + 7n- 1 ASSEMBLY DETAIL TYPE 1 STORM BAR: 2" EXTRUDED STORM BAR 6063 -T6 AL04LiLJ. 131 �) tom) HEADER TYPE 3: 52E2 - c,L'M:1 :JU A LO S"' trr 63) TYPE 2 STORM BAR: 3" ExTRUCED SiOKr.1 8AR 60 -T6 ALl'41r1La1 ALLOY J,- TYP. 0 TYPE 1 SIDE RAILS: 6063 -T6 Alum. ALLOY :31 STUB.. DETAIL 1 \ 'T) TC•F pp;gli 3005 —H2° ALLOY. -' 9(TT)u I.L R 17 /PLL'�N !` RJR FF.Gra.E .3 o:. —H2c ALL 01'. I5. a BOTTOM PPOr1LE 300. —MBE ALLOY. C( ° .£E PP 30.79 - H:9 ALL01. ( E 0157:: 4 1/4' C. ( ) NnOl: 7` ) RCtUN i CLSITYJi: Iv /BALLS. : r e : -. S ° :: 6NL. 1.ET. CAST A:. umtuuu_ 9` R13EC.I: 17/3T a10E. 1. :G)E RA:. ,, slat. 2 Tr.:LEG ALL4! Null (1p i1IC '('F. GALE E1 tir7 STEEL E'Rul�. 1 9/1G - 0. D I. 0.032- Thb. RETA4Po:, N 1AL PLATE: 2e Oa Gal.. St!. AT EACH EHD - S M LON rEPmu'.E 1 17/37' 0. 0 • 0.04:' T1.b. ° 3 5/1A 6. 1411.yy: r L ∎7 S:REA: f 4 . 1/2 S - S. 0 C. b c 5063 -T6 ALUUIf1UU .`O'1 BOX SIDE BRACKET TYPES Levy. TYPE 3 STORM BAR: 4" EXTRUDED STORY.! ELF; • (K) TYPE 2 SIDE RAILS: 6 3 - Num. ALLOY TILL7T TESTING t ENGINEERING COMPANY 4299 KU. Mtn SL Sam. 217. vacs.. CA79[N R 11+36 Ph." : (3331771 -1923 . F. s (339)8.1 193 ALTER Q TILLR Jr. P. E. FLORIDA Lk. 5 44147 ® .. 911. (Ji TYPE 4 STORM BAR: 4' !HIE= ✓1 E.<TFUDED STORM BAR 60.' -TE A t.n.4 l Ju /4101 2.96r a 11r'- L _9 0 i I r 1 1 - • - -.07:. 4� i -fir I r � I L -L C.7 I L. - 1\832 r TYPE 3 SIDE RAILS: E_ -Ti, Alum. --1.11: - r_' 1I _200-R .11_ 1 1 i 7 ; - 77..1 Z +� I VW .3a - 6.42' R. �) TYPE 4 SIDE RAILS: 1CZ _TL lluf.l ���1 A11209 ha CaletTliCt • niVlif- SC1ili FLODISa WILDING CODE ATE 1955 T PEODiCT L'!!t *Z:? i:r:ISICai _• SI: !EE CJ°.inuxeE OFFICE ROLL —UP SHUTTER Ro a 5,949 CORPORATION c' LE FORT HYL7t5, FLORIDA 3397.. 0 DADE COUNTY 3/1/95 DATE 95 - 44 DPAVING 40 SHEET 2 0r 8 c 1: U: LE 9: IE IG 1.7\7 • 1 ( 031175 MIS (rumor P 4eat any nuoLt t1111.4%, \\\\ \\\ \\\ I 1 1 I NC v F• TYPICAL SINGLE UNIT ELEVATION (NO STORM EARS REQUIRED) NOTE S_ SHUT 2 OF 8 FOR COMPONENTS NOMENCLATURE. POW= 9 R CTL OR EPaaTRE i BLO X A1OUPL N. CONCR(;a N+ ^.NOpS (5G 5`14 =_li r'- 3.D00' \ 1 IV IrE `• V L_J SECTION P - P (1 WALL MOUNT SLAT SPAN (5S S.risouLE7 (1) (A) S E SHEET 5 OF ? FOR UMTAT1ONS AC RE_UIRE.(ENTS FOR THE INSTALLATION OF DIFrERENT SIDE RAIL TIPS SASH ON SLAT SPAN & DESIGN PRESSURE RATING EXM•]CX:L 4M0.61 s (SM : nmlAq roue= 0•C•tTL DR" eO1aETE 9La(OI:. - O (Typ.) ,`. P QD (El OR OR (Tyr. E:. END) (') i CI Mos. SLAT SPIN - %h :. STORY °_A.': Sr.AC (SEE SCHEDULE JO © OR 1 cm.t C. • -dour- 2° a : z .txr Cant Kw. ANC.E w/ / 14 . 3/ W.S. •S 0. C. 10 SCE RAIL. SECTION P - P (2) INSIDE MOUNT TYPICAL MULTIPLE UNIT ELEVATION (STORM BARS REQUIRED) No-rE: Sic SHL=1 2 OF 8 FOR COMPONENTS NOMENCLATURE. J • SECTION S - 5 O IL ECO INC. TIWT TESTING a ENGINEERING COMPANY 11306 N.w. 366, sr_ 514 211. Naow WOWS. FL 33166 Avow • (306)671 -1530. Fe.: (306)671 -1531 WALTER A DUX' Jr. P. E FLORIDA Lc. A 44167 GENERAL NOTES: 1. ROLL-UP SKITTER HAS BEN DESIGNED 81 ACCORDANCE WITH THE DADE COUNTY. 1964 ED(DeN OF THE SOUTH FLORTGA BUILDING COOS. AND VEIDJTY CONSWEFO3 5 110 m.p.h. IAPOR7•ANC.0 FA. IS 1.05. COASTAL ZC*4E WINO LOADS OETERMNED FOP EXPOSLRE '0' FOR BL1EDINCS •A H ROO HE)GNT OVER 60' -Or O1LT. AND FOR EXPOSURE ' C FOR BUtDIK.LS WITH AEJN ROOF HECHT COu CR LESS THAN 60' -C NON COASTAL ZONC wMIO LOADS DETER,U•O P:R E PCSURE 'C. AS REOUWED BT ASCE : -B0 ROLL -uP SMUT TER S ADEOWC1 FOR NPACT AND 'ATICU( RESISTANCE M S BETA VE;a1r1ED IN IA O^ ROAN( . MTH SWIMS 2315 & 2314 RC5 1ELT CF THE ABODE WC3JTOHED CCO+E. 2. ALL ALUM NUN EXTRUSIONS 5MAU. SE 600•-r6 OTHE,ZWEC ■7TED). 3. ALL STREWS TO BE STAeA.E=• STEEL 304 OR 316 51R:= W/5 bi VELD PONT AND 00 AN TENSILE STRENGTH. 4. BOLTS 113 BE 2024 -T4 ALLMa4JU ALLD7 X ALVAJII_D umnaLI J TTE).D POW. 5. STOMA BAITS SHALL RENAEN N PLACE Al ALL TINE_ 6. ANcHoRS 70 WALL SHALL BC AS FOLLOWS. (LP&LMS CTHCARSE AC (A) TO COSTING POURED CONCRETE: - 1/J • z 2 1/C RED HEAD SCE=NE ANC51CR5. AS AAMJ%ACTI.RC) 8Y ITtr /RANSZ . - 1/4. • X Z TAFWN ANCHORS AS MAMA AC"1JFt.. BT I1w /RAILEET. NOT1=: A UNN4JU enemENT OF RED HEAD SLt AN^C:5 4TO 7 CCNCRET S RUCURE SHALL BE 1 /f! NO E46000EHT NO3 5 = y+All at =NSDEXED AS PA.-. OF 1 RECD RC) EA UDtT. Ate) A•M EIEBED.4OTT OF TAP'_D4 ANO4 PS R1^„ TeE CONCRETE U•TT SHALL 95 1 1i NO E31EEDNE`(T M0 5113c SNAL4 BE CONSIDERED AS PART Cr THE REOUIFED 36rM•' KENT. A.3) IN CASE THAT Per =NE. PRECAST C7+t''.E?T. PAJ E. OR PAVES EE FOUND ON THE EXSTNG WALL OR FLOOR ANO.ICRS SHALL 9r L01J D4004 10 REIO THE WAN STRUC7URr 9_911O SUCH PA1CS. A CHCRAGE SMALL BE 1 1/, NINNUN FOR A1C4CRS N EttflOrE.I+ N A.1) AND N A.2). (8) IC CASTING CONCRETE BLOCX WALL - 1/4' • ). a TAPC: 4 ANCT10R5. AS NM4UFAC7URF0 91 L 7. w. PAusa. COTES: 9.1) U•A1UU OEBEEAEHT OF TAPCON AN0•085, NTC THE pNCZLTE 3000 IJ14T •)4ALL EE 1 1/! 8=) IN CA5E THAT PIECASr =NE OR PRECAST CONCRETE PAN C3 BE FCRC ON THE EXISTING HI L_ ANCHORS SHALL BE LONG D4IX)C1 TO riA.V4 T8 NAM STRUCURS 904ND SUCS1 PANES ANO40RACE SHALL 85 1 1/4 N•4ALAA FOR *l 1G+5 , ENTWNED IN 8 NC 8:). (C) ANCHORS SHALL ?E NSTALLSD F(XLCW1NG ALL Cr THE R E4DAi10N5 *4C SPEGFlCAT0NS CF THE ANCHORS NANUFACIURER. (0) ANCI•CRAGE 113 WCC7 FRAME BUL 81 3 NOT C . 11 1145 DRAW11C SHALL 95 ENGINERED ON A JCR 81 JOB BASLE 7. R STALL. BE T?E I 5 TTT OF THE C 4TRAC'.CR TO VERIFY TFE SOUHDNES Of THE Si-1J^L'PS Nr14ER5 SHLITrER TO E. ATTACrED TO INSURE PR7PS? ANCICRASE. 8. SiUT ZR NAMCFACTURERS STRAP SHALL BE PLAC2° ON D£ rCCP aC'Dc• S:IRFACE OF THE SIDE RAE /PPR=DWELT 4' AB?lt 714E 1145 2CTTON OF SUCH PAL. STAAR 9AL4. READ AS FOLLCMS: ROLL ■UP SHUTra ROLSAF_ FOP,! UTEP.S. FLORIDA DADE C0UATT PRODUCT X..NTROL AP•ROJED. 9. POLL -UP UECNAMS,4 PCT PART or 1 APPROVAL "cr. •o 1N3LINITb1 ROLL -UP SHUTTER RoLsafe 5845 CORPORATION CIRCLE FORT AE1 D S. FLORIDA 33905 •AR NM. s OR SYNLE� Scam- MTM 35 b: 1.PTICTFD a1 COKTLTII6 I1Tii T><F MTV Fio2IM IVII.DIl CODE SATE _ 1155 ST 1Ite , fAP-. nO9uCT of main I * O nuns CUE COUTLLUCf OFFECE ALCEYILICt Q. aS- rYAIS -n .. DADE COUNT SCALE 3/1/95 DATE 95 - 4 1 DRAWING I•' SHEET 1 OF �r GLASS OR DOOR 3 MAX. o ' DEFLECTION WOOD FRAMIN TENSION FASTENERS 0 24 USE U.S. ANCHOR SCHEDULE FASTENERS. DOSING STRUCTURE • • o 3 MAX. 0 DOOR OR QE CONT CONT 1/4-0 1 i1/2' PENE z TRATION ETRATIONI 0 INTO WOOD FRAMING TYP. TOP & BOTT. ANGLE TO WALL DETAIL WOOD WALL MOUNT SECTION FASTENER (SEE NOTE #12) I� 1 ® DEFLECTION 1 I® I AL ANGLE CLOSURE PIECE 2- x 7' x .055" MIN. 2" x 3' x .055 - MAX. 2' x 5" x .055' MAX. SHEAR FASTENERS 0 24" O.C. USE U.S. ANCHOR SCHEDULE FASTENERS: EXISTING PLAN VIEW(3 PANELS) STRUCTURE U.S ANCHOR CONCRETE SCREW 1/4 W/1 1/2' MIN. EMBEDMENT 0 G' O.C. 4 ,. : ••. 1/4 " -20 MACHINE SCREW W/ NUT & WASHER 0 6' 0.C. 4 . / / / 0 �R OR 1/4 -20 STUD & WINGNUT 0 6' 0.C. 1/4" MACHINE SCREW W/ • • REQUIREMENTS CLOSURE TYP. TOP & BOTTOM. O.C. BUILD--OUT MOUNT SECTION 12" DEFLLEC11O � 1 I OA ® CONT 1/4 -20 STUD & WINGNUT 0 8' O.C. TYP. TOP & BOTTOMS` -" U.S ANCHOR CONCRETE SCREW 1/4" W/1 1/2" MIN. 09" 0.C. EMBEDMENT 0 6' 0.C. 10 d 1/4 -20 STUD & 7d WINGNUT • 8" 0.C. a EXISTING STRUCTURE I 1/40 x 1 3/4' U.S ANCHOR FLAT HEAD CONCRETE SCREW 0 6' O.C. WITH 1 1/2' MIN. EMBEDMENT CEILING \INSIDE MOUNT SECTION PLAN • ' • N 0 ce • .t W N I EW U.S ANCHOR CONCRETE SCREW 1/4" W/1 1/2' MIN. EMBEDMENT ANGLE TO WALL DETAIL PANFI To AN(1 F I)FTaL CONC. WALL MOUNT SECTION WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION SECTION TYPICAL ELEVATION 1/40 x 1 3/4" U.S ANCHOR CONCRETE SCREW 0 9" O.C. WITH 1 1/2° MIN. EMBEDMENT PLAN VIEW -T 7 - TOP MOUNT NO SIDE BOLTS REQ. FASTENER (SEE NOTE #12) PANAL I.D.(SEE NOTE #8) INDICATE BOLTS 1/4-20 STUD & WINGNUT 0 6' O.C. 1 • Revisions: 1. 2. 3. 4. 5. 6. 7. 3/23/95 um 8/24/95 Los 11/6/95 Los 12/4/95 ios 53 E 0 Z 0 Z 0 l uI 64 t wi a � � a )6 Z: gi 1 d g d MDS MD NO. 2122 D113. NO. 002 SULU N.T.S DAT 10/74/94 53111:Ir 2 or 2 C ACAD\ DWG\ SCREEN\ B R U NA \SH UTTER2. DWG .25 1 1.98 1.31 2.0 1.31 1 1.78 1 1.31 2.0 12.° CENTER TO CENTER 12.96' TYPICAL PANEL 3.00 3" ANGLE BASE ANGLE 0 .05 WING NUT 1.31 Csl .98 0 0 lV 5.00 5" ANGLE .093 1YP. VARIES S 0 c4 i "U" HEADERS CLOSURE STRIP 2.25 1.938 I 25 2.452 "H" HEADER .093 TYP. DEFLECTION SCHEDULE POSITIVE DESIGN LOAD MIN. SEPARATION FROM 65 GLASS DESIGN CRITERIA WIND LOAD: o) b) c) d) 70 3' NOTE: ACTUAL IMPACT DEFLECTION = 3" SEE DESIGN LOAD FOR SEPARATION REQUIRED. TEST PANEL WIDTH 46'. REMOVABLE SHUTTER DESIGN DESIGN LOAD TEST LOAD PRESSURE 65.0 CYCUC 105.0 INWARD PRESSURE 85.0 127.5 OUTWARD FASTENERS (4X DESIGN LOAD) MINIMUM RECOVERY FROM TEST LOAD: 80% ALLOWABLE ALUMINUM ALLOY - EXTRUSIONS 6063 -T6; PANELS 5052 -H32 ALLOWABLE STEEL ALLOY - ASTM - A -445 MAXIMUM DEFLECTION - SPAN /80 GENERAL. NOTES .093 TYP. 1. THIS SHUTTER SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH: SOUTH FLORIDA BUILDING CODE, 1994 EDITION SOUTH FLORIDA BUILDING CODE, 1994 BROWARD COUNTY EDITION STANDARD BUILDING CODE, 1991 EDITION, WITH PALM BEACH COUNTY AMENDMENTS STANDARD BUILDING CODE, 1993 EDITION, WITH MONROE COUNTY AMENDMENTS 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE WITH ASCE 7 -88 'MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES' 3. THE STRUCTURE SHALL COMPLY WITH REQUIRED BUILDING SETBACK UNES. 4. SHUTTERS MOUNTED HORIZONTALLY. AS WELL AS VERTICALLY, SHALL OBSERVE THE MAXIMUM ALLOWABLE SPAN. 5. MINIMUM MECHANICAL PROPERTIES SHALL BE IN ACCORDANCE WITH THE ALUMINUM ASSOCIATION HANDBOOK. 6. MAKE ALL ANGLES FROM .062" ALUMINUM. 7. STORM PANELS SHALL BE .062 5052 -H32 ALUMINUM ALLOY WITH A MINIMUM Fy= 17KSI BEFORE ROLLING. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 U.O.N. 8. PRODUCT MARKINGS SHALL BE 24° INTERVALS ON EACH PANEL PER ORDINANCE No. 93 -141 AND PROTOCOL PA 203 -94 SEC. 14.2.1 (SEE TYPICAL PANEL SECTION FOR LOCATION), AND SHALL BE LABELED AS FOLLOWS: BRUNA STRM PNL OKL PRK FL 9. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. 10. ALL BOLTS AND WASHERS SHALL BE PLATED STEEL WITH A MINIMUM Fy = 33 KSI. WASHERS TO BE INTEGRAL WITH WINGNUT PER DETAIL. 11. FOR OPENINGS GREATER THAN 24" IN HEIGHT, PANELS SHALL BE FASTENED AT MIDSPAN OF EVERY LAP JOINT WITH ONE ROW (FOR PANELS UP TO 48" HIGH) OR FROM TWO TO THREE ROWS (FOR PANELS OVER 48") SPACED AT NOT MORE THAN 24 "o.c. OF 1/4" - 20x1" MACHINE BOLTS WITH DIE CAST ALUMINUM WING NUT AND WASHER. LAST PANEL HAS BOLT HELD WITH PERMANENTLY MOUNTED NUT AND PERMANENTLY LABELED "LAST PANEL TO BE INSTALLED° 12. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS PROPOSED FOR IMPACT, CYCUC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 202 AND 203 WITH DESIGN LOADS AS FOLLOWS: - POSITIVE DESIGN LOAD 65.0 PSF CYCLIC - NEGATIVE DESIGN LOAD 85.0 PSF ATL OF POMPANO, THE DADE COUNTY CERTIFIED TESTING LABORATORY PERFORMING THESE TESTS ACKNOWLEDGED THE SATISFACTORY COMPLETION OF SUCH TESTS AND VERIFIED THE PRODUCTS TESTED ARE AS NOTED HEREIN. 13. ANCHORS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS OR EOUWALENT DESIGN DATA. WOOD 1/4" LAG SCREWS - - -- FULL PENETRATION MIN. SPACING 9"O.C. - -- MAX SPACING 24" 0.C. CONCRETE AND BLOCK -- 1/4" U.S. ANCHOR CONCRETE SCREW - MIN. EMBEDMENT 1 -1/8" WOOD 150 LB TENSION BLOCK 200 LB TENSION /SHEAR CONCRETE 300 LB TENSION /SHEAR 14. CLOSURE STRIP FOR BUILD -OUT MOUNT SHALL BE AN ANGLE (SEE PLAN VIEW) OF SUFFICIENT SIZE TO FULLY COVER BOTH OPEN SIDES OF STORM PANEL INSTALLATION. CLOSURE STRIP SHALL BE ATTACHED TO WALL WITH APPROPRIATE FASTENERS CO 24' O.C. - TYPE TO BE DETERMINED FROM ANCHOR SCHEDULE. PANEL NEED NOT BE ATTACHED TO CLOSURE STRIP. OPENING TO BE FULLY SEALED. 15. THE FOLLOWING WARNING NOTE SHALL BE PERMANENTLY MOUNTED AT THE SILL FRAME OF SPECIMENS AS PER SEC. 14.2 OF PA 203.94, ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANEL SYSTEM WILL NOT OFFER PROPER HURRICANE PROTECTION UNLESS ALL COMPONENTS ARE INSTALLED AS DIRECTED. m WARNING - FOR OPENINGS GREATER THAN sr IN HEIGHT, PANELS MUST BE FASTENED AT 24" 0.C. WITH 1/4 -20 X 1" MACHINE BOLTS WITH PLATED STEEL ALUMINUM WINGNUT WASHERS. THIS STORM PANEL SYSTEM WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL COMPONENTS ARE INSTALLED AS DIRECTED. • ReVis(CRB: 1. 2. 3. 4. 5. 6. 7. 8/24/95 acs 11 /6/95 ICS 12/4/95 mce C Z O co El II co 73 e WI 1, a e 1 O iii a i DEW. MDS JOB EXi. 2122 EEG. VOL 001 WALE N.T.S D ATIk 10/24/94 Emirs 1 of 2 CACAD \DWG \ SCREEN \BRUNA \SHUTTERI.DWG MAXIMUM DESIGN LOAD "W (p.s.f.) MAXIMUM PANEL SPAN "L" (ft.) MINIMUM SEPARATION "S" TO GLASS (in.) • •• - • •r 45.1 12' -0" 13' -0' 4' 2 1/2" 47.8 12' -0' 12' -8" 4" 2 1/2" 49.0 12' -0" 12' -6' 4 2 1/2" 50.5 12' -O" 12' -4' 4' 2 1/2" 52.0 12' -O" 12' -2" 4 2 1/2" 52.4 12' -0" 12' -1' 4 2 1/2" 55.0 11' -10 11' -10" 4 2 1/4" 55.2 11' -10 11' -10" 4' 2 1/4" 55.6 11' -4" 11' -9° 4 2 1/4" 57.2 11' -4" 11' -T 4" 2 1/4" 58.6 11' -4" 11' -5r' ' . 4. 2 1/4" 58.8 11' -4" 11' -5 4" 2 or 59.5 11' -4" 11' -4" 4" 2 1/4" 59.7 11' -4" 11' -4 4" 2 1/8" 61.5 11' -2" 11' -2' 4 2 1/8" 61.8 11' -1" 11' -1 4" 2 1/8" MAXIMUM DESIGN LOAD "W' (p.s.f.) MAXIMUM PANEL SPAN "L" (ft.) MINIMUM SEPARATION "S' TO GLASS (in.) • .• • •• 96.6 8' -11" 8' -11" 2 7/8" 2" 96.8 8' -11" 8' -11" 2 7/8" 2" • 97.7 8' -10" 8' -10" 2 7/8" 2" 100.5 8' -9" 8' -9" 2 7/8" 2" 101.5 8' -8" 8' -8 2 7/8' 2" 103.7 8' -7 8' -7" 2 7/8" 2" 106.5 8' -6" 8' -6" 2 7/8" 7 108.8 8' -5" 8' -5" 2 7/8" 2' 110.6 8' -4' 8' -4" 2 7/8" 2" 111.0 8'-4" 8' -4" 2 7/8" 2" 114.1 8' -2" 8' -2" 2 7/8" 2" 116.5 8' -7 8' -2" 2 7/8" 2" 116.9 8' -1" 8' -1" 2 7/8' 2" 117.6 8' -1" 8' -1" 2 7/8" 2" 119.7 8' -0" 8'-0 2 7/8' 2" 120.0 8' -O" 8' -0" 2 7/8" 2" MAXIMUM DESIGN LOAD "W' (p.s.f.) MAXIMUM PANEL SPAN "L" (ft.) MINIMUM SEPARATION "S" TO GLASS (in.) • •• a ** 77.5 9' -11" 9' -11' 3 1/2" 2" 78.8 9' -10" 9' -10' 3 1/2" 2" 80.7 9' -9" 9' -9" 3 1/2" 2" 81.5 9' -8" 9' -8' 3 1/2" 2" 82.5 9' -8" 9' -8" 3 1/2" 2" 83.4 9' -7" 9' -7" 3 1/2" 2" 86.2 9' -5" 9' -5" 3 1/2" 2" 86.7 9' -5" 9' -5 3 1/2" 2' 86.8 9' -5 9' -5 3 1/2" 2" 88.5 9' -4 9' -4" 3 1/2" 2" 90.3 9' -3" 9' -3" 3 1/2" 2" 90.8 9' -2" 9' -2" 3 1/2" 2" 91.4 9' -2" 9' -27 3 1/2 2° 92.7 9' -1" 9' -1" 3 1/2" 2" 93.8 9' -0 9' -0' 2 7/8" 2" 94.8 9' -0" 9' -0' 2 7/8" 2° MAXIMUM DESIGN LOAD "W' (p.s.f.) MAXIMUM PANEL SPAIN, "L" (ft.) MINIMUM SEPARATION "S" TO GLASS (in.) CEILING MOUNTING INSTALLATION TOP & BOTTOM (TO CONCRETE) • ** • •• NOTE 1 61.9 11' -1" 11' -1" 4" 2 1/8" g 63.4 11' -0" 11' -0" 4" 2 1/8" 9" 63.6 11' -0" 11' -O" 1 4" 2 1/8" 9" 63.7 11' -0" 11' -0 4' 2 1/8" 9 66.9 10' -8" 10' -8" 4" 2' 5" 67.0 10' -8" 10' -8" 4" 2" 9 67.5 10' -8" 10' -8" 4" 2" 9' 70.1 10' -6" 10' -6" 4" 2' 71.1 10' -5" 10' -S" 4' 2' 71.4 10' -4" 10' - 4" 4' 2" 71.5 10' -4" 10' -4 4" 2" 72.9 10' -3" 10' -3" 4" 2 75.1 10' -1" 10' - 1" 4" 2" 75.2 10' -1" 10' -1" 4" 2' 75.3 1(Y 10' -1" 4" 2 77.0 10' -0" 10' -0 - 3 1/2" 2" y MAXIMUM DESIGN LOAD ° W (p.s.f.) WALL MOUNTING INSTALLATION AT TOP & BOTTOM 00 CONCRETE) WALL MOUNTING INSTALLATION AT TOP & BOTTOM (TO MASONRY) CEILING MOUNTING INSTALLATION TOP & BOTTOM (TO CONCRETE) FROM 45.1 TO 61.8 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 g 9 9" 9" 8' 6" 9" 9" 9" FROM 61.8 TO 75.3 9' 9' 9" 9" 6' 5" 9" 9' 9 FROM 75.3 TO 91.4 9" 9" 9" 9" 5" 5 9° 9 8" FROM 91.4 TO 120.0 9 8" 8' T 4" 4' 9' T T SHUTTER SPAN "L (ft.) MINIMUM SEPARATION "8' (in.) LESS OR EOUAL THAN 9' -0" 2 718" > 9' -0" TO 10' -0" 3 1 /2" > 10' -0" TO 12' - 0" - 4" ....� NDING MAXIMUM SPAN "L" SCHEDULE. • OF BUILDING. SEE TABLE 1 THE MAXIMUM ALLOWED NG, MEASURED AT BOTTOM HEDULE ULES. IL ECO I N C . TILLIT TESTING & ENGINEERING COMPANY 6995 60. 362h. 9.. pa. 217. NRaHM GARDENS, RDRIDA 3316E 7Mn• (306)671 -1530. Fos : (300671 -1*31 WALTER A. TILUT Jr., P. E. FLORIDA Uc. / 44167 TABLE 1: MINIMUM SEPARATION "S" BETWEEN GLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN ° L ", FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ABOVE GRADE OF A GIVEN BUILDING. 30' -0" ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SEPARATION "S" TO BE MEASURED AS INDICATED ON SECTION D, SHEET 3 OF 6. ASSA / ECONOMY ACCORDION SHUTTER AWNINGS SHUTTERS & SCREEN (A.S.S.A 35) 1631 S. DIXIE HWY., BUILDING 'E" 1 POMPANO BEACH, FLORIDA 33060 PHONE : (954) 781 -8880, FAX : 954) 781 -50:7 Y. 10 2 6EECUT01 �{Y YIIUftLl A� { UMFLTIRU 5YIu- RRtc UAf FLORIDA 3UILDU 5 C1 >OE SA SD TE iT►.. • 19 A� ROW?, c ?TI L DIVISION �� KNOW CODE COMPUAEE O Pe E ccIPTMb a Na 96 - , 2119.66 001 RRv. IN a 6[5C11/I01 an DADE COUNTY SCALE 3/20/95 DATE 95 - 275 DRAWING NO SHEET 6 OF 6 MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. ANCHOR SPACING LEGEND (1) Mox. ANCHOR SPCG. VALID FOR SPANS OF 5' -0" OR LESS. (2) Mox. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 5' -O" TO 8' -6". (3) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 8' -6" TO Max. ALLOWED. MAXIMUM DESIGN PRESSURE RATING "WN' (p.s.f.) AND CORRESPO NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 -88 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHECKED. EDGE OF - O • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' - ELEVATION FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER 1H SHOWN ON SCHEDULE. •• FOR SHUTTERS INSTALLED ABOVE 30' -0' ELEVATION OF BUILD! OF SHUTTER. 14• LI r 3" Max. /2' Min. s 2 ANCHORS REQUIRED EACH END 5 ANCHOR SPACING GIVEN ON SC STAGGERED ANCHORS ANCHORS USED W/TRACK "A" (TOP & BOTTOM) SHALL BE INSTALLED STAGGERED AT Max. SPACINGS INDICATED ON SCHE • ramial7pp / I 1111%4111011111iIII= I• GLASS OF EXISTING WINDOW OR S. G. D. WALL MOUNTING INSTALLATION — SECTION Al / / / / / r� WOOD 24 0. REQU 2" x e• Cont. WOOD HEADER REQUIRED 1/4 • x 3" LONG LAG SCREWS • 9" O. C. W/ 1 1/7 Min. PENETRATION TO EXISTING WOOD HEADER. - -SEE SCHEDULE FOR INIMUM SEPARATION "S"--.- TO GLASS OF EXISTING WINDOW OR S. G. D. •11 ALTERNATIVE 1 1/4 • x 1 1/r LAG SCREWS 0.c j 10x S. S. S. M. S. W/ 3/8' • x 5/8" LONG NYLON BUSHING. (Typ. TOP). I 10 x r S. S. S. M. S. W/ 3/8' 0 x 5/8° LONG NYLON BUSHING. (Typ.) NEW P. T. r x r Cont. (2) 1/4' • x S LAC SCREWS • EACH STUD (MEWIQTH OF STUD) AND W/ T an. PENETRATION INTO STUD O I 10x3" s S. S. M. S. W/ 3/8" • x 7/3" LONG NYLON BUSHING. (Typ. BOTTOM). INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS / / 4 L / • .10.14.14.1.14.:. ..4,1 IiGGIi141U14111U 1111411 p 0 Pli ObIll / la 1 - 11 :1111411':':111U1 = EL IMILL-- WOOD HEADER REQUIRED SEE SCHEDULE FOR MINIMUM SEPARATION "5 10 GLASS OF EXISTING WINDOW OR S. G. 0. ALTERNATIVE 2 7 1 j 14x 3/45.5. S. M. S.• 8° 0. C. WALL MOUNTING INSTALLATION (OFFSET) — SECTION A2 1/4• x r LONG LAG SCREWS • 6 0. C. W/ 1 1/2" Min. PENETRATION TO EXISTING WOOD HEADER. / 10 xrs.s.s.M.S. W/ 3/8" • x 5/8 LONG NYLON BUSHING. (Typ. TOP). 1° x 4 x 1/8° (Win.) 8063 -T5 Num. TUBE (Cont) W/ (2) 1/4 6 x S LAG SCREWS • EACH STUD (NDWIDTH OF STUD) AND W/ Y Mil. P'ENETR 1* N INTO panic STIR. S. S �M. S. % W/ / r 0 x 5/8° LONG NYLON BUSHING. (Typ.) / 10 x r S. S. S. M. 5. W/ 3/3" I x 7/r LONG NYLON BUSHING. (Typ. BOTTOM). • 1.11111 4111111111.4111141 11 TIUJT TESTING it ENGINEERING COMPANY 6919 N.Y. NU, 1Z SM. 217 VnNGNN (10A0045. n 0A0045. a+w� 33166 Penns : ( -1 . Fax (305)671 - 1531 WALTER A. TILUT Jr., P. E. FLORIDA Lk. j 44167 + SCHEDULE FOR MINIMUM SEPARATION TO CLASS OF EXISTING WINDOW OR S. G. 0. .. —SEE SCHEDULE FOR MINIMUM SEPARATION TO GLASS OF EXISTING WINDOW OR S. G. 0. ASSA / ECONOMY ACCORDION SHUTTER I[V. no WOOD HEADER REQUIRED ALTERNATIVE 3 WOOD HEADER REQUIRED ALTERNATIVE 4 1161x/1101 1" x 2' x 1/8" (Min.) 6063 -TS ALLOY ALUMINUM TUBE Cont. 1/4 • x 4 LONG LAG SCREWS • L! 0. C. W/ 1 1/2 Min. PENETRATION TO EXISTING WOOD HEADER OWE W / 3/8" • x S. U. $ LONG NYLON BUSHING. (Typ. TOP). NEW P. T. •7 x 4 Cont. W/ 1/4- 0 x 5, LONG LAG SCREWS • r 0. C. 1 1/2 Min. PENETRATION TO EXISTING WOOD HEADER. j 10x3"S. S.5.M.5. W/ 3/8" • x 5/8' LONG NYLON BUSHING. (TYP- TOP). AP PflOVED AS CCAPCIIN6 wIT11 TILE SOUTH FLORIDA dOILDWN6 COOE DATE SrgNNiiggV, :9 ar azgi PRO DIVISION BUILDING CODE COMPUx:IICE J•EILE ACCEPTANCE NO.g6dZi9 -(Q6 ' DADE'•.000NTY AWNINGS SHUTTERS & SCREEN (A.S.S.A • 35) • 1631 S. DIXIE HWY.. BUILDING "Er 1 POMPANO BEACH. FLORIDA 33060 PHONE (954) 781 -8580. FAX : (954) 781 -5957 RV. 1e a 11611.1101 @OR0 , 10x3 s. s. 2 5/8' LONG 3 NYLON BUSHING. (Typ.) Cont. EQUAL TO ALTERNATIVE 2 •10x3" 5.5. S M. S. W/ 3/8" • x 5/8" LONG NYLON BUSHING. (Typ.) Cont. EQUAL TO ALTERNATIVE 1 DOT O SCALE 3/20/95 DATE 95 — 275 DRAWING No SHEET 5 OF 6 .4 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS OR EQUAL THAN 30 FEET AND 9' -0" Max. SHUTTER SPAN. 2 NEW r x r P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 % M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL I/4" 0 x 3 LONG LAG SCREWS 0 6' 0. C. w/ 1 1/r Min. PENETRATION TO EXISTING WOOD HEADER r ■ 3 OR4 OR 5x 125 Alum. ANGLE (6063 -T6 ALLOY. io x 3' S. S. S. N w/ 3/8' • x 5/6 LONG NYLON BUSHING. (Typ. TOP). ^IIII 1 1 1 14 1 14 143411:21:11::::::: � � 1 = 1/4' 0 -20 S. S. BOLTS 0 12' 0. C. w/ NUT & WASHER WOOD HEADER REQUIRED SEE SCHEDULE FOR MINIMUM SEPARATION "5 TO GLASS OF EXISTING WINDOW OR S. G. D. ALTERNATIVE 1 (2) 1/4' • x 1 1/2' LAG SCREWS 0 9" 0. C. 1 Win. I Min. 5 . S . M. 5. W/ 3 /6' 0 x 7/B' LONG NYLON BUSHING. (Typ. BOTTOM). NEW P. T. 5' .0 Cont. (2) 1/4' 0 x 5 LAG SCREWS 0 EACH STUD (MIDWITH OF STUD) AND W/ 2' Min. PENETRATION INTO STUD GLASS OF EXISTING WINDOW OR 5. G. D. 41111111111111811111.: :"I - 01!I!I!1!1!I!IIIIIII'IIIi� 1111111 WOOD 24 0. REOU d 10x3 S. S. x 5/6 LONG BUSHING. (Typ.) GLASS DF Ex611NG WINDOW OR S. C D " e(1 'O. C. 1C x 1/2' S. S. 0 60. C. ALTERNATIVE 2 1/4' 0 -20 $. S. BOLTS 0 12' 0. C. W/ NUT & WASHER NEW P. T. 2' x 3 Cont (2) 1/4.0 x 5 LAG SCREWS 0 EACH STUD (L4DWITH OF STUD) AND W/ 2' Min. PENETRAT'r',N INTO STUD WOOD TRUSSES OR RAFTER 0 24' 0. C. REOUIRED 5/S' HOLE TO INSERT SCREW THRU SILL INTO BUSHING (REMOVABLE INST.) OR LAG SCREW (FIXED INST.) COVERT WITH NYLON CAP. x b 1.000' Min. W / 0 x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). r x 3' OR 4' OR 5' x 12:7 Alum. ANGLE (6063 -15 ALLOY. •I!I!1111111!UUIIIIit'"-N1 •1111111101411111110111400 (2) 14x3/4'5.5. S. M. S. 0 6' 0. C. IN BETWEEN LAG SCREWS t 1' x 4 ' x 1 /6 (Min.) 6063 -15 /gum. TUBE (Cont ) w/ (2) 1/4' 0 x 5 LAG SCREWS 0 EACH STUD (MIDWIDTH OF STUD) AND W/ 7 Min. PENETRAT1771 INTO EXISTING STUD. # 14 x 3/4' S. S. S. M. S. 0 6" 0. C. 110x3 S. S. S. M. S. W/3/8' 0 x 5/8" LONG NYLON BUSHING (Typ ) 110 x 1/7 S. S. • 6' 0. C. # 10 0 3" S. S. S. M. S. W/ 3/8' 0 x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). ALTERNATIVE 3 WALL MOUNTING INSTALLATION (OFFSET) - SECTION A SEE SCHEDULE FOR Min. SEPARATION 5' TO GLASS OF EXISTING WINDOW OR 5. G. D. • NOTE: FOR INSTALLATIONS THAT NEED NOT TO BE REMOVABLE USE 1/4 0 x 1 1/2' LAG SCREWS 0 6' 0. C. CEILING & FLOOR MOUNTING INSTALLATION CEILING & FLOOR MOUNTING INSTALLATION - SECTION B . . rr.�•rrrr■rrirlt ' 11l!I!1!1!1iliIililiG1 111 W 24 0 0. REOU ED GLASS OF EXISTING / WINDOW OR S. G. D. 14 x 3/4' S. S. S. M. S. 0 6' 0. C. ALTERNATIVE 4 WOOD TRUSSES OR RAFTER 0 24' 0. C. REQUIRED x 4 x 1/6' (Min.) W/ (2) 5/16' 0 x 4 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER (2' Min. NOMINAL WIDTH) W/ 2' Min. PENETRATION. # 1Ox3" S. S. S. M. S. W/ 3/8' 0 ■ 5/8' LONG NYLON BUSHING. (Typ. TOP). 5/8' HOLE TO INSERT SCREW THRU SILL INTO BUSHING (REMOVABLE INST.) OR LAG SCREW (FIXED INST.) COVERT ~G WITH NYLON CAP. o I 10x3" S. M. S. ' LO 3/8' 0 x NG NYLONB SHING. 0 (Typ. BOTTOM). • ID x 3/4' S. S 0 8" 0. C. 7 x Er WOOD DECK REQUIRED (NO FIISi1 ALLOWED) / 10 x 1 /2' S. S. 0 8' O. C. /1 it NC .\ TIL11T TESTING & ENGINEERING COMPANY 6595 NM. 3610, 9L . S1. 217. AROMA CAROM. FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)671 -1531 WALTER A. TILLUT Jr., P. E. FLORIDA Lit. j 44167 - .1.25cr - SECTION B1 Min. 1/4' 0 -20 S. S. BOLTS 0 12 0. C. w/ NUT & WASHER 7 x 3 OR 4' OR 5' x 125' Alum. ANGLE (6063 -T8 ALLOY. W/ 1/4' 0 x 1 1/2" LAG SCREWS • 6 0. C , 110x S. M. S. W/3/8' o x 5/8" LONG NYLON BUSHING (Typ.) f 10 x 1/2"S.S. 0 6' 0. C. 1' x 4 x 1/E' (Min ) 6063 -T5 Alum. TUBE (Cont.) W (2) 1/4' o x 5 LAG SCREW`_ Q Ea _1•1 • iIID (MIDAIIDTH OF STUD) AND W,/ r Mi I!ro EXISTING STUD • NOTE: FOR INSTALLATIONS THAT NEED NOT TO BE REMOVABLE USE 1/4' 0 x 1 1/2" LAG SCREWS ® 6" 0. C. ASSA / ECONOMY ACCORDION SHUTTER ttv o AWNINGS SHUTTERS & SCREEN (A.S.S.A 1 35) 1631 S. DIXIE HWY.. BUILDING ° D" 1 POMPANO BEACH. FLORIDA 33060 PHONE : (954) 781 -8680, FAX : (954) 781 - 5957 •CILXVita 5/8" HOLE TO INSERT SCREW THRU SILL ONTO BUSHING (REMOVABLE INST.) OR LAG SCREW d= (FIXED INST.) COVERT x ° WITH NYLON CAP. o m # 10 x 3 S. M. S. W/ 3/8' 0 x 7/8' LONG NYLON BUSHING. Typ. BOTTOM). ■Tr IN. U. NEW 2' x 6 / P ( j. Con WOOD PLATE W 2 5/1.6' • ■ 6' LAG SCREWS 70 EACH RAFTER OR TRUSS. LOCATE SCREWS AT NIDWIDTH OF EXISTING WOOD IIEMBER (2" Min. NOMINAL WIDTH) W/ 2' Min. PENETRATION. \ 10 x 3 5. S. S. N. 5. W/ 3/8" • x 5/8' LONG NYLON BUSHING. (Typ. TOP). 0 5/8' HOLE TO INSERT SCREW THRU SILL INTO BUSHING (REMOVABLE • INST.) OR LAG SCREW (FIXED INST.) COVERT WITH NYLON CAP. 2 ▪ WW / a x. M. S. 0. L NG NYLON BUSHING. (T p. BOTTOM). 110x3/4 "S.S. • trn r x ti WOOD DECK REQUIRED NO FINISH ALLOWED) APPROVED AS CONPtY 6 1111TII fill . SOWN FLORIDA DUI CODE ■ DUE &l)LJ :R Q 3 14 g2 DT PRODUCt- COERO1 DIVISION t/ MINDING CODE COMPIWCE OFFICE . ACCEP!IICE 11o. %- 1Z1R DADE COUNTY SCALE 3/20/85 DATE 95 - 275 DRAWING No SHEET 4 OF 6 • CONCRETE ANCHORS • 9' 0. C. POURED C0BCRETE OR CONCRETE BLOCK WALL REQUIRED 2' x r x .125' OR 5' x 3' x 090' ALUMINUM TUBE (6063 -T5 ALLOY) 3/16' • Alum. POP RIVETS ORij 14 x 3/4' 5. M. S. 0 6' 0. C. (Typ.) SECTION E 3/6' 0 HOLE FOR LOCKING BOLT 3/16' • Num. POP RIVETS OR ! 14 x 3/4' S. M. S. 06' 0. C. (Typ.) 1' x 1 x 125" Cont. Num. ANGLE (6063 -T6 ALLOY) 2' xr x.125OR 3' x3' X.090' ALUMINUM TUBE (6063 -T5 ALLOY) O (ALTERNATE TO O ) # GLASS I rJ 0 SECTION El o (ALTERNATE TO ) • r L J 1 x 1 x .125' Cont. Num. ANGLE (6063 -T6 ALLOY) * * (4)3 /16•A1unPOP RIVETS OR O 14 x 3/4' S. M. S. (Typ.) 2 ANCHORS EACH AN CONCRETE ANCHORS 09'0.C. ©OR ®O ® R OR OR SECTION D NOTE : SEE NOTES ON LOCKS ON THIS SHEET, VAUD ALSO FOR SECTION El AND ONE SIDED SHUTTER. (ALTERNATE TO 1) * ISOMETRIC (Typ. AT TOP (CORNER POST) & BonoM SLABS) 1.000'+• POURED CONCRETE OR / CONCRETE BLOCK WALL REQUIRED f+- 2.000' J/ n / // / / /y / / / / / /// r 11 /r X /r OR OR 2'x2" OR 2' x 3' OR 2' x 4' OR 2' x x.125" N ALUMINUM ANGLE (6063 -T6 ALLOY) 3/8" 0 HOLE FOR LOCKING BOLT r xr x.125' C � Nu . x 3 x .090' Nu m. TUBE POST cl*0! 44 , .. x r x 12 X TURED' 5"¢E Nu ANGLE O 2 REQUIRED) (6063-16 ALLOY) m. EDGE OF SLAB cLE / 14 x 3/4' S. M. S. OR 3/16' 0 ALUMINUM POP RIVETS 0 9' O. C. ONE SIDED SHUT; ER: / L 7.11C4 5 7. \ TIWT TESTING & ENOINEERINO COMPANY 8805 N.W. ]8N. 9a. 217. AROMA GARDENS. RORlW 33108 Phone : 030 3)871 -1330. foe • (305)871 -1531 WALTER A. TILUT Jr., P. E. FLORIDA L;c. 4.4167 NOTES ON LOCKS : • INSIDE LOCKER © OR OUTSIDE LOCKER © SHALL ALWAYS BE USED FOR ANY SPAN AT INSTALLATIONS WITHIN THE FIRST 30 FEET OF BUILDING, AND FOR SHUTTER SPAS GREATER THAN 8'-0', FOR INSTALLATIONS ABOVE 30 FEET ELEVATION OF B LSING MEASURED AT BOTT OF SHUTTER. INSIDE LOCKER K SHALL BE�TTACHED TO *QBY MEANS OF 2 THUMB SCREWS ONLY N USING LOCKER. OUTSIDE LOCKER J SHALL BE ATTACHED THRV & I 1/4' 0 -20 S. S. SIDEWALK BOLT W 7/6' WING NUT ONLY WHE G ) LOCKER. .• o). FOR INSTALLATIONS WITHIN THE FIRST 30 FEET ELEVATION OF BUI • NG MEASURED AT BOTTOM OF SHUTTER AND IN ADDITION TO OTHER r4 OR JQ USED LOCKERS, A REGULAR T LOCK MAY BE USED FOR SECUR PURFPOOSES AT ANY DESIRED LOCATION OF CENTERMATE (INSIDE OR OUTSIDE). WHEN USED INSIDE, MINIMUM SEPARATION TO GLASS SHALL ALSO BE VERIFIED FROM THE TIP OF SUCH T LOCK OR FROM THE OTHER SHUTTER COMPONENTS SHOWN ON SECTION 0 (WHICHEVER IS MORE CRTICAL) b). FOR INSTALLATIONS ABOVE 30 FEET ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER AND 511 R SUNS UP TO 8' -0", ONE T LOCK MAY BE USED IN LIEU OF LOCKERS OR IAT MIDSPAN OF CENTERMATE FACING OUTSIDE OR INSIDE. WHEN USED INSIDE. MINPAUM SEPARATION TO GLASS SHALL ALSO BE VERIFIED FROM THE TIP OF SUCH T COCK OR FROM THE OTHER SHUTTER COMPONENTS SHOWN ON SECTION D (WHICHEVER IS MORE CRITICAL). tcv. o • KaX/nW QNCR ETE ANCH 09' 0. C. \I I / / / / / /Y� / // / /// ' 1 1/2" x 1 1/2' OR 1 1/2' X 2' OR 2"x2" OR2' x OR r x 4'OR 2' x x.125' ALUMINUM ANGLE (6063 -T6 ALLOY) / 14 x 3/4' S. M. S. OR 3/16 0 ALUMINUM POP RIVETS • 6 0. C. 2.0001 1.000'++ 3/6" 0 HOLE FOR LOCKING BOLT END CONNECTION DETAIL APPROVED AS COMMIE wan THE SOUTH FLORIDA BUILDING COPE DATE R A • b 1992 BY .!,'� PRODU 1NTROL DIYLS BUILDING CODE CONPIUIECE MICE ACCEPTANCE NO.96-JZ ASSA / ECONOMY ACCORDION SHUTTER AWNINGS SHUTTERS & SCREEN (A.S.S.A # 35) 1631 S. DIXIE HWY., BUILDING '0' 1 POMPANO BEACH, FLORIDA 33060 PHONE : (954) 781 -8680, FA(: (954) 781 -5957 Dell NEV. a 8C7C1�iXS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED DADE COUNTY SCALE 3/20/95 DATE 95 — 275 DRAWING No SHEET 3 OF 6 5 POURED CONCRETE REQUIRED - r //» 3 POURED CONCRETE OR CONCRETE BLACK WALL REQUIRED ri to • 10 x 1/2' S. S. •6'0.C. CONCRETE ANCHORS (SEE SCHEDULE) . 0 x 3' S. S. S. M. S. W/ 3/8' 0 x 5/8' LONG NYLON BUSHING. (Typ. TOP). •10x3' S. s. S. M. S. w /3 /6" 0 x 5/0" LONG / J NYLON BUSHING (Typ.) SE SCHEDULE 1 FOR MNWUM SEPARATION 'S TO GLASS OF IOOSTTNG WHOM OP.S.G. D. 0 W13 LONG S. NYLON BUSHING. (Ti3) BOTTOM). ( CONCRETE ANCHORS WALL MOUNTING INSTALLATION SECTION A 2.000 1/4' •-20 S. S. S. M. S. W /FULL PENETRATION INTO (SEE SCHEDULE). CALK-IN ANCHOR 3.000' Tin 9 5 /6' HOLE TO INSERT SCREW THRU SILL INTO ANCHOR (REMOVABLE INSTALLATION) R WITH NYLON CAP. 10x3' NYLO S K I N G / (Typ.BOTTOM). • 10 x 3 /4r 5. S. •6' 0. C. EDGE or SLAB IF APPLICABLE REMOVABLE FLOOR MOUNTING INSTALLATION — SECTION 81 CONCRETE ANCHORS (SEE SCHEDULE) W�3/ r x 5/ 6' LONG S NYLON BUSHING (T I- -SEE SCHEDULE FOR INIM MUM SEPAR .110N 'S TO GLASS OF EXISTING WINDOW OR S. G. D. 7 / /) / //j POURED CONCRETE OR CONCRETE BOCK WALL REQURED fi CR C CONCRETE ANCHORS (SEE SCHEDULE) WALL MOUNTING INSTALLATION — SECTION Al INSTALLATION DETAILS • 10 . 1/2' S. S. • Tt IX HO ,r/f///// 4 L 10 S. S. S. M. S. NYLON BUSHING. (Typ. TOP). TOLPOURED CONCRETE L CONCRETE BLOCK E I _ ULL REQUIRED 1---E 1 y � l r CONCRETE I \ ALTERNATE R R® F 1 owl MA. • 10 1 3" S. S. S. M. S. w /3/6' • x 5/6' LONG NYLON USHNC (Typ.) •1011/2 5. S. 0 6 0. C. CONCRETE REELER: •10x3" S.S.S.M.S. ON BUSHING. (Typ. BOTTOM). — SECTION B — 1/4' 0 -20 S. 5. BOLTS W /NUT • WASHER • 12" 0. C. X x3" OR t OR 5 .125' ALUMINUM ANGLE WALL MOUNTING INSTALLATION (OFFSET) — SECTION C 1 Q SEE SCHEDULE fOR M•M11N SEPARATION '5 TO CLASS Of ammo WINDOW OR 4 0. 0. /) / / / // / w Ir 0 W 2 0 u, W N \ • 10 x S' S. S. S. M. W/ 3/8' • x 7/8 LONG NYLON BUSHING. (Typ. BOTTOM). • 10 1 3/4' S. S. •6o.c. u O S. CO NE E ANCHORS POURED CONCRETE REQUIRED if tox M. S. W/ 3/6' • x 5 /8' LONG NYLON BISHNG. (Typ. TOP). OR ® OR © EDGE OF SLAB IF APPLICABLE POURED CONCRETE • 10 x 3' S. S. OR CONCRETE BLOCK 5. M S. w/ WALL REQUIRED — 3/8' • x 7/C LONG NYLON BUSHING. (Typ. BOTTOM). • 10x3/0 S. S. 0 6' 0. C. / EDGE OF SLAB IF APPLICABLE T —2.000" 3.000' Rix CONCRETE ANCHOR (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION / m?z1.\ TILLJT TESTING & ENGINEERING COMPANY 5595 N... 78th R, 52.. 217, *IRO.. OMDE16, RDRIDA 33166 Phone : (305)871 - 1570 . fox . (305)871 -1531 WALTER A. TILUT Jr., P. E. FLORIDA Uc. • 44167 o I� - - - .III 11111 k rr 2 I , / p (s>:E SD€OIJLE) � ALTFJDIATE WALL MOUNTING INSTALLATION (OFFSET) — SECTION C TYPICAL ELEVATION ASSA / ECONOMY ACCORDION SHUTTER 01'1'. L. SEE SCHEDULE FOR MNNUM SEPARATION '5' 70 GLASS OF / EXISTING WINDOW GR S. G. D. AWNINGS SHUTTERS & SCREEN (A.S.S.A 35) 1631 S. DIXIE HWY.. BUILDING ' 1 POMPANO BEACH. FLORIDA 33060 PHONE (954) 781 -8680. FAX : 954) 761 -5957 ND 0E3C11•ig0 ALTERNATE CONCRETE MOORS (SEE SCIEOU.E) Y x3" OR 4' OR5x.12S AWMNUM ANGLE • 10 x 3' S. 5. M. S. W/3/8" • x 5/8' LOW NYLON BUSHING (Typ.) CONCRETE ANGHORS (SEE SOEC4.2.2 0 OR ®OR ®OR© 00Qf • 10 x 3 S. S. S. M. S. W/ 3/8' • x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). 1 /4" 0 -20 S. S BOLTS LAIC' .Min. W/NUT • WASHER • 2' x3' OR 4' OR5 1T 0. C. ALUMINUM ANGLE APPROVED AS COMPLY R6 'MI IDE SOUTH FLORIDA SUMO LODE DATE t► PRODU's NTROL DIVISION! BUILDING CODE COMPUAXCE ONCE AccWPIAIICE 110.gb- az1 MN. Na 3 1 000'' Min. 1 1. SEE NOTES ON LOCKS ON SHEET 3 OF 6 FOR LOCK REQUIREMENTS NEael.lfo,1 1/ TS W/NUT & WASHER • 17 0.C. • 10x3 / S. S. s. 3 /NT • • w 5/6' LONG NYLON BUSHING. (Ty . TOP). 007E DADE COUNTY SCALE 3/20/95 DATE 95 — 275 DRAWING No SLEET 2 OF 6 .075" . 053 .328" .010 .007" .452" DETAIL BLADE 2.673" ., o(r 0.531' 0.655" .094" 1.915 .580' ••.500' C) MALE LOCK SLAT 0.168" DETAIL "Al" DETAIL "B HEADER HEADER .196" 0.582" .156" 0 HEADER - WALL MOUNTING SILL - WALL MOUNTING(INVERTED USE) FULL R. r n.062 " � Typ. R .015" (2) .080" R.031" .120" & 3.812" FOR .179" .918' LL R. .120' .125" R.125 R.062" 3.234' I "4-- 2.048' .431" .078' (2) r .755" ® LOUVER BLADE 1.928' I+- 1 .588" .330' R.341" .270 3.025 © SILL L .04 Do 0.655 0.531" .094' 1.125 357 7 _ 80 ' 758 2.033" 2.276" 2.276" 4.350 10 FEMALE LOCK SLAT .062" 093' Typ. 155 Typ. & 2.812" FOR 207 1.812" �� .312 " -' .12.6 -r N DETAIL 'A 1 j .679' a3(r .952" - . - 1- -1.250" .125" (4) 1 I � I R 053' 11++ 1 -,078" 0 1 .564' 2.000" HEADERS - WALL MOUNTING 0.1688' 0 .135' 5" DETAIL BLADE R .010" .300" R .096° .150 .298" .168" R .009" R .007" N h .082 Typ. R.058' N - 1" .062" .125' Typ. F.06.2" Typ. DETAIL FEMALE LOCK L & MALE LOCK SCALE: 2 : 1 1.0('IO" 3.155 3.0 FULL R. (2 J .053' .180" I I .078" 0 1-.:.1'31.679 [4554 " 1.374 " 2.000" DETAIL " .082' .062" (2) QD SILL BOTTOM ADAPTER a 1/4" 0 - 20 S. S. THUMBSCREWS 0.582" VARIES, SHALL BE Min. 40 % OF SHUTTER SPAN 0 0 180' STARTER �1S �`D' 2 .125 .281' 2.750 281 2.750 --�I PLAN FRONT ELEVATION G OUTSIDE LOCKER # 1 R .010" R .044 .056" TAN L__ .080" TAN 0 .582 F .280" .062• .101 R .099' DETAIL "A" 0 HEADER CEILING MOUNTING HEADER r•••■ R .093" .078" 0 01 - .452" .007 DETAIL 180' STARTER © LOCKING PIN COMPONENTS HMO SORT 3.750" PLAN GENERAL NOTES: 1. ACCORDION SHUTTER HAS BEEN DESIGNED IN ACCORDANCE WITH THE DADE COUNTY, 1994 EDITION OF THE SOUTH FLORIDA BUILDING CODE. WIND VELOCITY CONSIDERED LS 110 m.p.h. IMPORTANCE FACTOR IS 1.05. COASTAL ZONE WIND LOADS DETERMINED FOR EXPOSURE 'D' FOR BUILDINGS MTH MEAN ROOF HEIGHT OVER 60 ONLY. AND FOR EXPOSURE 'C' FOR BUILDING'S WITH MEAN ROOF HEIGHT EQUAL OR LESS THAN 80'-0" NON COASTAL ZONE WIND LOADS DETERMINED FOR EXPOSURE 'C", AS REQUIRED BY.ASCE 7 -88. ACCORDION SHUTTER'S ADEQUACY FOR IMPACT AID FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE W7TH SECTIONS 2315 & 2314 RESPECTIVELY OF THE ABOVE MENTIONED CODE. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE # 10 x 3, 410 - HT MINIMUM SERIES W/ 135.0 ksl YIELD POINT 1 180 ksi TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATINGS AS MANUFACTURED BY WIHI FORD Co, BOX 507. WEST CHESTER PA. 19391. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T8 ALLOY (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO GE 'STAINLESS STEEL 304 OR 318 SERIES W/ 50 ksi YIELD POINT AND 90 ksl TENSILE STRENGTH. 5. ALL ALUMINUM POP RN - IS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 6. BOLTS TO BE 2024 -T4 ALUMINUM ALL01 GALVANIZED OR STAINLESS STEEL WITH 35 kei MINIMUM MINIMUM YIELD POINT. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRET - 1 /4" e a 1 1/4" OR 1/4" 0 x 2" TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAN SET OR ELC0 INDUSTRIES. INC. - 1/4 o x 1 1/4 OR 1/4" 0 x 2" RAWL ZAMAC NOUN ANCHORS. AS MANUFACTURED PY THE BAWL. PLUG COMPANY, INC. - 1/4" 0 a 7/8" STAR TAM PIN ANCHORS OR 1/e 0 x 7/11" RAWL CAUL -IN AS MANUFACTURED BY STAR EXPANSION AND THE RAWL PLUG COMPANY. INC. RESPECTIVELY. NOTES: A.1 1 1/4' TAPCON ANCHORS OR RAWL ZAMAC NAIUN ANCHORS SHALL ONLY BE USED FOR INSTALLATIONS PITO EXPOSED CONCRETE WITH NO STUCCO OR ANY FINISH. USE 7 TAPCON ANCHORS FOR CASES WHEN STUCCO EXIST. A2) 7/8' TAM PIN ANCHORS AND 7/8" RAWL CA a - ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0 -20 SCREWS USED SHALL BE 2' LONG MINIMUM SHOULD STUCCO DCIS7. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SWILL BE 1 1/4' MINIMUM FOR ANCHORS MENTIONED N A1). & 7 /8" FOR ANCHORS MENTIONED N A.2). (B) TO EXISTING CONCRETE BLOCK WALL • - 1/4" o TAPCON ANCHORS AS MANUFACTURED BY I.T.W. RAMSET OR ELCO INDUSTRIES, INC. INSIDE - 1/4" 0 RANI. ZAMAC NALN ANCHORS AS MANUFACTURED THE RAWL PLUG COMPANY. INC. - 1/4 0 x 7/8" STAR TAMFIN ANCHORS OR 1/4" 0 x 7/8' RAW& HOLLOW SET DROP -IN AS MANUFACTURED BI STAR EXPANSION AND THE RAWL PLUG COMPANY. INC. RESPECTIVELY. NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, AND RAWL ZAMAC NAIUN ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". 8.2) 7/8' TAM PIN ANCHORS AND 7/8' RAWL CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0 -20 SCREWS USED SHALL BE 1 1/2" 10140 MINIMUM SHOULD STUCCO EXIST AND 1' MINIMUM FOR WADS WITH 140 STUCCO. 8.3) N CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE D3STINC WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHAD. BE 1 1/4' MINIMUM FOR ANCHORS MENTIONED 114 8.1.), & 7/8" FOR ANCHORS MENTIONED IN 8.2.). (C} ANCHORS SHALL BE INSTALLED FOILONNG AU. OF THE RECOMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) ANCHORAGE TO WOOD FRAME PJILDINGS NOT COVERED ON THIS DRAWING SHALL BE ENGINEERED 014 A JOB BY JOB BASE. 8. BLADE F , AND THE KNUCKLES FOR CENTERMATES QH & QI . & THE STAFTE,T (0) ARE UNDER THE PATENT OF RN METALS. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SO'.A'L2vESS OF THE STRUCTURE WHERE SHUTTER 15 TO BE ATTACHED TO ENSURE PROPER ANCHORA 10. SHUTTER'S MANUFACTURER STAMP SHALL BE PLACED 014 THE DIPOSEC. SLOE OF THE FEMALE LOCK SLAT (COMPONENT ONE LABEL SHALL BE ED FOR EVERY OPENING. LABEL SHALL RE•T.I AS 'OUOWS: AWNINGS SHUIItK5 & SCREEN OAKLAND PARK. FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED. -11-.125 _ I 4 _ ° o b N 125` o 1 �r F I - 1.000 SIDE ELEVATION LOCKER # 2 APPROVED AS COMM VTTN THE SOUTH flORIDA BUMS COOS .DATE_TRAD PK9 190 IY PRODIh& CONTROL MON BUILDING CODE caw* Of ACCEPTANCE N�'%- Nj Z 19 ,off DA.DE COUNT 1 T1INC . TILLJT TESTING t ENGINEERING COMPANY 6595 H.W. 36th 2.. Ste. 217, VIRONM ON8IEN5, FLORIDA 33186 Plow,.: (305)871 -t530 . Fax : (305)671 - 1531 WALTER A. TILUT Jr., P. E. FLORIDA Uc. i4 44167 ASSA / ECONOMY ACCORDION SHUTTER AWNINGS SHUTTERS & SCREEN (A.S.S.A # 35) 1631 S. DIXIE HWY., BUILDING D 1 POMPANO BEACH, FLORIDA 33060 PHONE : (954) 781 -8880. FAX : (954) 781 -5957 WY.. NO 2 GESCSr ow GAR V. Mo a DESORPTION DATE SCALE 3/20/95 DATE 95 - 275 DRAWING No SHEET 1 OF 6 v O u k L= Zo.00' 0 J 0 J J O 0 0 £ N 0D 3 tx W 2 2 0 V R= Z o4- 5 140' Zo .71' F 1 1.3on TRACY CONSULTANTS INC. EB#3958, LICENSE #11363 (954)434 -5035 FAX (954) 434 -1675 4660 SW 128TH AVE. FT. LAUDERDALE, FL. 33330-2302 5o RI w) 101S SIKEET Pic,?)k r Ro 911b PAuER DRIUE 1l' p = 02. 0 4" WFiLL • "PORCH 12.43 =. ' 11.8' 711�o StoR`i REstDENCE 1* 143o C- K 1 lT r•L1ri 34,4: BISC"R4t lE V, fly PROPOSED BOAT -LIFT CLIENT: 6" %3 CL LL— �= loo. 1 _, • ,�� 22 4' - 0 I�Cv d? 11.2' v 0 J Do DOCK AND MARINE CONSTRUCTION 752 N.E. 79th STREET MIAMI. FL.. 33138 (305)751 -9911 NORTH EXISTING M00t;ING 7 PILE TO 1;EMAN PROJECT: 1 0' -0" BOAT -LIFT FOR: GREG SIROTA 1430 N.E. 101st STREET MIAMI SHORES , FL. 33138 r NEW 16,000 LC35 130AT-LIr1 12' -0" PAGE TITLE: SURVEY, LEGAL DESCRIPTION, AND PLAN VIEW LEGAL DESCRIPTION: LOT 6, BLOCK 1, REPLAT,TRACT A MIAMI SHORES BAY PARK ESTATES, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF COURTS IN AND FOR DADE COUNTY, FL. RECORDED IN PLAT BOOK 56, PAGE 86. 40' -O" PLAN VIEW 1/8' = ORIGINAL DRAWN: 8/15/02 REVISIONS: 2 3 4 Xi511N6 - PIL5 AND DOCK TO -MAJN DERM COASTAL SECTION! ��L 4. I Yana ` ,n � e_r ?? '%.' OVA .,�uGva.t6`is�jt if F'P 1 ' r= 0.1,17 DWG. #: o2r6 �-� DRAWN BY: EWR EXI511NG MOcA1NG PILE TO kf. V. -'N ROBERT N. TRACY, 411363 PAGE NO. 1 OF 2 94P4. Dar TRACY CONSULTANTS INC. EB#3958, LICENSE #11363 FAx 954)43 -16 75 4660 SW 128TH AVE. FT. LAUDERDALE, FL. 33330-2302 CLIENT: DOCK AND MARINE CONSTRUCTION 752 MIAMI. FL.33 38ET (305)751.9911 PROJECT: BOAT - LIFT GREG SIROTA 1430 N.E. 101st STREET MIAMI SHORES , FL. 33138 PAGE TITLE: NOTES AND SECTION ORIGINAL DRAWN: 8/15/02 REVISIONS: 1 DWG. # : 0 c") DRAWN BY: EWR ROBERT ROBERT N. TRACY, LIC., #11363 PAGE NO. 2 OF 2 z 3 4 • GENERAL NOTES: 1. - ALL DRIVEN PILES SHALL HAVE A MECHANICAL NIGHT TIME REFLECTOR. 2. - DOCK PILE TIMBERS SHALL BE A MINIMUM OF 12' DIAMETER'GREENHEART WOOD. DRIVEN BY DROP HAMMER 10' INTO YIELDING MATERIAL OR 6' INTO ROCK WITH A MINIMUM OF SAFE BEARING OF 10 TONS. 3. - CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 4.- CONTRACTOR SHALL LOCATE ALL UTILITIES BEFORE START OF CONSTRUCTION. PPOP05:-P LIFE ANI7 PILES 14' -0" PILES SHALL 6E t7PIVGN 10' IN1O Y> 11-PING MAirPIAI, OP 6' INFO 501.0 POCK t0 ACHIEVE 10 1ON5 MIN. SAFE G'�A�ING SECTION 'A' 1 /8 =1 26' -6" ( -0" I I' -6" X1511NG t7OCK ANb PILE51-0 MAIN X1511NG CONCIt 5EAWALL t0MAJN APPROVED SUBJECT TO CO PLL4NCr Wall RULES AND RECU ATiO STATE AND COUNTY HAW SHORES VILLAGE OF G A SU,, MES NO RESP ONSIBILITIES l';1ESE PLANS. FOR ACCURACY CCmp ; SCE P'll� THE lcii.l�vtl SCUT c ) � l } H FLORIDA t f / ♦.HViYR.e7 Y7LLa'IJ 1S REQUIRED. URDA BUILDING �1 CG�r��l',q�1�AS � IfI CN `EQUIR -D. T'H'E G CODE AS ADOPTED 131' C I N Ed'� ier3ED WI c ARCHITECT, OR NeT TH THE KNOWLEDGE DER & SUB SPECIFICALLY INDICATED HEREIN.