The URL can be used to link to this page

319 NE 101 StRECE v ED Miami Shores Village . 1n4 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) 5 Q Owner'sAddress . N . - ' ( { 0 10 Cit V v Z , State P■ Tenant/Lessee Name Job Address (where the work is being done) :5 ° l -E « ( CL..Q_Q. City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES Contractor's Company Name 31,1,...Q C. Nk+L J Phone a Os - 5 i .3 _ 0 q o s Contractor' Address Ci`�'t : — N *U). i4 &' `3A-kQ Qi. `, City Q (V\' State P t Zip pi Qualifier A'`:(\ v p-- "t'SY1 Architect/Engineer's Name (if applicable)C kkA "� °';\ one # $ Value of Work For this Permit 6q Type of Work: ❑Addition Describe Work: Notary $ n Training/Education Fee $ Scanning $ QC / Radon $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) c `vt -. )-( NO teration ❑New rm c ** * * * * * ** * * * * * * * * * * * * * * * * *F Submittal Fee $ l JV ' " Permit Fee $ Structural Plan Review. $ Ito ees * * * * * ** 141.5 Zoning 3c:0 C Permit No. o -1- 6 76' Master Permit No. lumbing Mechanical Roofing Phone # e7 Zip Phone # rx3- t Square Footage Of Work: 4 g ❑ Repair /Repl ❑ Demolition t)C y5 * * * * * * ** * * *. * ** 4 CCF $ < CO /CC SO Technology Fee $ 3, t'3 Bond $ Bonding Company's Name (if applicable) Bonding Company's Address . • • City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site ,or the first inspection which occurs seven (7) days after the building permit is issued. i n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature wner or Agent The foregoing instrument was acknowledged before me this day of 2( L+ , by day of who is personally It own to me or who has produced who is persb(nally known to me or who has produced NOTARY PU: IC: Sign: Print: ! J . pw Cummiscrm firM172A519 My Commission ExPli Expires November 15, 2005 APPLICATION APPROVED BY: Clic12 /15103 ‘,• Mon 'mi4f Del Signature % NOTARY PUBL1 • tor As identification and who did take an oath. as identification and who did take an oath. Sign: j � o Print: H My Commission DD072699 Expires November 15, 2005 My Commission Expires: The foregoing instrument was acknowledged before me this , 20( q, by ,..)*44" e M411-Dcre u n (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ********************************************************************** It** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MAY 2 5 2004 Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/18/2004 Applicant: JEFFREY SIEGEL Owner: SIEGEL JEFFREY JOB ADDRESS: 319 NE 101 ST Contractor SECURE WINDOWS Local Phone: 305 - 513 - 0705 Parcel # 1132060135200 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -678 Contractor's Address: 6984 NW 42 ST Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 16 & 17 BLK 38 LOT SIZE 100.000 X 115 Fees: Description Amount FEE2004 -5328 Building Fee $145.00 FEE2004 -5329 CCF $6.60 FEE2004 -5330 CO /CC $50.00 FEE2004 -5331 Training and Education Fee $2.20 FEE2004 -5332 Technology Fee $3.63 FEE2004 -5333 Scanning Fee $21.00 FEE2004 -6293 Building Fee $145.00 Total Fees: $373.43 Total Fees: $ 01 Total Receipts: $0.00 3 a3, Permit Status: APPROVED Permit Expiration: 11/16/2004 Construction Value: $10,590.11 Work: INSTALLATION OF IMAPCT WINDOWS & DOORS 14 OPENINGS JUH 1 8 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION , PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/addres : (04 IIQQ2 Wr of , P 2. Description of improv ment: cr (1C�m�)s 8 Ours 3. Owner name and address: _ ° � � y 0 , l • •_ ' hors )/ Interest in property: d1) 0 Name and address of fee simple titleholder: �\ \ 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if al g ATE of FLORiF , CCU! °1 Y o EVD:: 1 H:=.REBY CERTIFY ■?,:: r:: ' e'r Cp). c tat osj:ral rile 7ft �/atal WITf\'SSmyha `ndo, Light o 7. Persons within the state of Florida designated by wner upon whom notices or o T provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: • i6 Name and address: Amount of bond $ 6. Lender's name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: \\� 9. Expiration date of this Notice of Commencement: (th different date is specified) Signat r.iof o !r - Print Owner's Name J>° FjC se- 123.01-52 PAGE 4 8/02 50,4- Sworn to and subscribed before me this / ( day of Notary Public 01 O1V. Print Notary's Name L ' \ My commission expires: 0 ,„0 4 Expires November 15, 2005 u Mona Smith - Deleon • My Commission D13072699 T Ikon Prepared by 111 CFN 200480312234 OR Bk 22258 P9 4517; (1P9) RECORDED 05/03/2004 11:43:11 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE documents may be served as expiration date is 1 year from the date of recording unless a Address: 1,1 /la 3 4_ U A ( \ I Pi 3a1 &CC ITRUCTURAL ENGINEERING CONSULTANTS WIND CALCULATIONS SECURE WINDOWS & DOORS 6984 N.W. 42ND STREET MIAMI, FLORIDA 33166 PHONE: (305) 513 -0705 WINDOW REPLACEMENT AT: 319 N.E. 101ST STREET MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY APRI INSTALLER: PROJECT: 1, 2004 'REP • ;ED BY: CAR OS M ∎ PEREZ, P.E. STRU TU' ENGINEER FL P.E : 54844 E. = . #: ' 07781 "YOUR ON -CALL ENG NEERING COMPANY" 9420 S.W. 1121 STREET, MIAMI, FlORidA 33176 TEL: (786) 242.1720 - FAX: (786) 242 -4399 WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 54.7 54.7 SUCTION (psf) -59.3 -73.2 STRUCTURAL ENGINEERING CONSULTANTS, INC. 16500 N.W. 83RD COURT MIAMI LAKES, FL 33016 (305)827 -66 copyright 2000 by Tondelli Engineering, P.A. Tampa, Flora CUSTOMER : SECURE WINDOW & DOORS JOB NUMBER : WINDOW INSTALLATION AT: 319 N.E. 101 STREET, MIAMIDA$B DESCRIPTION : WIND PRESSURES FOR WINDOWS (CRIT.TRIB. AREA < 10 SQ. WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 10.0 FT2 MEAN ROOF HEIGHT = 12.8 FT DISTANCE, Z = 12.8 FT Kh = 0.849 Kz = 0.849 a 4 b qh = 46.3 PSF qz = 46.3 PSF P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 40.2 FT CORNER DISTANCE, a = 4.0 FT RUCNRAL ENGINEERING CONSULTANTS Village of Miami Shores Building Department Miami -Dade County, Florida Contractor: Secure Windows & Doors Job: Window Installation at: 319 N.E. 101st Street, Miami Shores, Florida RE: Window Units Design Wind Pressures Dear Sirs: We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure (Zone 4): 54.7 psf Negative Design Pressure (Zone 4): 59.3 psf Positive Design Pressure (Zone 5): 54.7 psf Negative Design Pressure (Zone 5): 73.2 psf NOTE: "Zone 5 "pressures are applicable to openings that are within 4' -O" of building corners - Refer to calculations. * Building Category: II * Exposure Category: C April 21, 2004 The above stated design pressures have been determined in accordance with ASCE 7 -98 based on the following criteria: * Building Mean Roof Height: 12' -10" * Basic Wind Speed: 146 mph Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If you : ou d happen to have any questions or concems regarding this or any other matter, please do not hesitate to conta Sin ST' UC � ' ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 4/21/04 Ca los M. i' erez, P.E., Structural Engineer FL. P.E. #: 54844 "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1 I 2TN STREET, MIAMI, FloRida 33176 TEL (786) 242.1720 - FAX: (786) 242-4399 MIA M I-DADE M1AnII -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) PCT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dadc County and other areas where allowed by the Authority Having Jurisdiction (AJIJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dadc County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A1-IJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with thc High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window - Impact Resistant APPROVAL DOCUM.ENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 4 of 4, prepared, signed sealed by Robert L. Clark, P.E., dated 5/22/02 bearing the Miami-Dadc County Product Control Revision stamp with thc Noticc of Acceptance number and expiration date by thc Miami -Dadc County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and thcre has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has bccn a revision or change in thc materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA numbcr preceded by thc words Miami -Dade County, Florida, and followed by thc expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, thcn it shall be ddne in its entirety. INSPECTION: A copy of this cntirc NOA shall be provided to the user by thc manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 99- 0204.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02- 0305.02 Expiration Date: May 20, 2007 Approval Date: June 27, 2002 Page 1 EXTERIOR MAX nUG 11 IX ED LITE l _•GnT OPENING 1� ci OUG., OPENING 2.710 V RTIC.AL SECTION 2.0g4 .500 19 MAX. VENT DAYLIGHT OPENING ROUGH OPENING 2.784 1/8' ANNEALED CLASS .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) 2 -- MAX. DAYLIGHT OPENING — 1/8" ANNEALED CLASS — Roben L. Clark. P.C. PE 939712 Structural— MAX. WIDTH HORIZONTAL SECTION 1/2" GLASS BITE .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS F' �T INDUSTRIES 1070 TECHNOLOGY DRIVE NOK01.1IS. FL 34275 P.O. Box 1529 NOKOUIS. FL 34274 -- MAX. DAYLIGHT OPENING — 1 /8" HEAT STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS Re via By F. K. Revsd 8: F.I� Omen 0. sarks/uodd: HS-710 EXTERIOR Dole: 11/5/0 5/ 22/02 oat 2/16/98 stole: NTS .705 Rads.ons: ADD CLASS DETAIL Revlslons: C —NO CHC THIS SHT Shed: 2 a 4 2.784 \ ROUGH OPENING .500 1/2" GLASS BITE SECTIONS & GLAZING DETAIL I•1tUDUET IIEVISF.D cumplring nllA the Florida Dukling Code Acceptance No O ^ I ..1 Oz Esplc.11un Dal Ili er D • .cc C ir.l Doe: ALUMINUM HORIZONTAL SLIDING WINDOW Droein9 No. 4112 DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. GLASS TYPE A OR B DETERMINATION (SEE NOTE 1) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 63.000 26.500 A A A A A 37.000 A A A A A 44.000 A A A A B 53.125 A A 8 B 8 63.000 A 8 B B 8 j 74.000 A 8 B B B LARGE N.1.SSILE IMPACT WINDOWS 1. GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING DETAILS SHT. 2. 5/16" (.35x)) LAMINATED .SING MONSANTO S.AFLEX PV6 OR DU ?Oy w/ 6uTACITE INTERLAYER BETWEEN (2) LITES OF: A. 1/8 .ANNEALED GLASS t B. '. !S HEAT STRENGT GL ASS 2 CONF DURATIONS: XO or OX 3. DESIGN PRESSURE. R'.AT:NG: SEE TABLE A. NEGATIVE DESIGN .LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -93. B. POS.TIVE DES.CN _OA0S BASED ON wATER TEST PRESSURE & GLASS TA3_ES ASTM E 1330 -53. 4 ANCHORAGE: S.NCLE ROW OF F ASTENERS LOCATED AS FOLLOWS & PER SHT -;E.AD & S.LL. MAX. 6" FROM CORNERS. MAX. & 3' ON EACn SIDE OF MEETING RAIL CENTERLINE. MAX. 17 SPACING. JAN:6S MAX. O FR - CORNERS. !.I:iX. 12 1/2" SP.AC.r C. 5. Si-turf ER REQ:.:RE.IENT: NC SriUTTERS REQUIRED. 6. REFERENCE TES" REPORT: FM-1965 3" MAX HE.Gr T 55 1/4" MAX FIXED L:T. DAYLIGHT OFENiNG 74" MAX WIDTH 33 5/3" MAX 33 5/8" MAX -- D.AYL!GriT — ---- DAYLIGHT — OPENING OPENING 1 I I j x 1 11 MAX ELEVATION I 1 J I I t-- s" nLAX � 4 " MAX SEE NOTE 4 ON MEETING 3. ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 57" MAX VENT DAYLIGHT OPENING RAIL ANCHORAGE DESCRIPTION V.T. QTY. /LOCATION FLANGE FRAME JAMB (Alum. 6063 –T5Y 612225 2 FIXED MEETING RAIL (Alum. 6063 –T5) 612228 1 SASH MEETING RAIL (Alum. 6063 –T5) 612229 1 SASH SIDE RAIL (Alum. 6063 -15j 612230 1 GLAZING BEAD (ilurn. 6063 –T5) 6534571 8 WINDLOAD ADAPTETAIum. 6063 -15) 612236 1 (@ midspon of frame sill) FLANGE FRAME HEAD (Alum. 6063 –T5) 612237 1 FLANGE FRAME SILL (Alum. 6063 –T5) 612238 1 FRAME SILL ADAPTER Alum. 6063 –T5) 612239 1 SASH TOP /BOT. RAIL Alum. 6063 -15) 612240 2 SCREEN RETAINER Alum. 6063 –T5) 6532377 1 5/16" (.350) LAMINATED USING (2) 1/8" ANNEALED GLASS 5/16" (.350) LAMINATED USING (2) 1/8" HEAT STRENGTHENED GLASS ANTI –LIFT CHANNEL (Alum. 6063 –T5) 612244 1 (® midspon of vent) #10 x 1.000 Ph. Fl. SMS /(6 x 1.000 PH. PAN SMS WEATHERSTRIP THIN WALL BULB VINYL #8 x .500 PHIL. Fl SMS 118 x 1.000 PHIL P.H. SMS SWEEP LATCH WEEP HOUSING WEEP FLAP ROLLER HOUSING BRASS WHEELS WEATHERSTRIP – PILE \FINSEAL SILICON WEATHERSTRIP FULB VINYL 710X1 4 Windlood Adopter screws) 76X1PPA 2 (for anti –lift chonnel) 6TP247 8 (1 per Glazin Bead 7856A 2 (Sweep Latch screws) 4 (when using 2 Sweep Latches) 781P0A 22 (Frome /Vent ossy. screws) 71096 1 (11.5" from ends –vent mtg. rail) 2 (if height is >= 42 ") 70250 3 1 @midspon /2 1/4" from ends 70251 3 1 @midspon /2 1/4" from ends 2 @ ea. end of vent top roil) 4 (2 per Roller Housing) 2 ( @vent top /bot roils & mtg. roil) 7BRwHL2 61062W 62899 6TP249 1 (© vent jamb roil VI -A- Robed 1.. (IMO:. PE PF: a397I2 . r ttt l t:titl - ' IT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 805 1529 NOKOMIS. FL 34274 Rev"! By: F.K. even By F. K. Down By: D. B. Title: Sccias /Macke: HS -710 Dote: 11/5/01 Dote: 1/29/99 Dote: 2/16/98 Scone NTS ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX Re,4s.ons: UPDATE FOR RENEWAL Revisions: C — NO CHG THIS SHT Sheet: 1 m 4 VENDOR ALUMAX FASTEC MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER MERCHANTS FASTENER MINIATURE DIE CASTING MASTER TOOL MASTER TOOL MASTER TOOL VINYL – TECH /P.G.T. SCHLEGEL CORP. DOW CORNING TEAM PLASTICS VENDOR # AF -12225 AF -12228 AF -12229 AF -12230 AF- 534571 AF– 12236 AF -12237 AF -12238 AF -12239 AF-12240 AF- 532377 AF -12244 TP -247 PGT.214.XX 7 –M10 -250 7 –M10 -251 70312 FS7826 -187 899 TP -249 l'1cU U G(: 1' II E VI \lal ., cnmplyIng , .Ito t ►c iL:ride tluldlu5 Code Acegn•ncc No 0 -O / 5.02 leml (hoe P n4a oat, 4 UlrYlon OX ELEVATION & B.O.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW Dco.ony No 4112 Row C BUCK CREW 3/16" OR 1/4" TAPCON w/ #12 HD (SEE NOTE 1) 1/4" MAX. SHIM 4" MIN. 1/4" MAX. SHIM] i/r/ Z �Z � Robert L. Clark. 1'E. PE 039712 Str4Cl ^ra' APPROVED WOOD BUCK TYPICAL JAMB SECTION SUBSTRATE ANCHORING F T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOUIS. FL 34274 1 1/4" MIN. 1/4 MAX. SHIM Ree F. K Pe..4 8 : F.K Drown Br: 0.8. Series /Modal: HS-710 #10 w000 SCREw NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR tTW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 Oete: ;1/5/o Oalc 5/22/02 Dote: 2/16/98 APPROVED 2x WOOD BUCK Scolo: TYPICAL JAMB SECTION WOOD ANCHORING Rw4.'ons: UPDATED Reri.iom: FIX TAPCON DCSIG. NTS 1 1/4" MIN. D 'icullUCr icEN'ISEN cumpgla6 ..U4 IDc Fla ddb 0ulolbg Gnlc Acxcpl•occ No -I &.p1r INn D.Ie k•G l.o.l Oadc Pcudoct C Icol OivYlo4 02 oe.ellpl.en: ANCHORAGE ALUMINUM HORIZONTAL SLIDING WINDOW Sheol: Drawing No. 3 01 4 4112 Row: APPROvE0 V.00D BUCKS = 1 1/4" MIN. II' � L I 1 1/ - msx.J SHIM 3/16 OR 1/ 4 T.=.PCON w/ #12 HD (SEE NOTE 1) TYPtC_AL HEAD SECTION SUBSTRATE ,ANCHORING 3/15 OR 1 TA. C 3N W : #12 riO (SEE NOTE 1) TYPICA_ SILL SECTION 5, Bc_-: RA ANCHORING 1 / 4 .. MAX. r SHIM APPROVED , 2r W000 SUCK TYPICAL HEAD SECTION WOOD ANCHORING R10 WOOD SCREW TYPICAL SILL SECTION WOOD ANCHORING APPROVED 2x WOOD 1/4" MIN. 1/4" MAX.] SHIM jf 10 WOOD S .052 73 .705 rL \G r J.A1':5 6363 —T5 ALJ ?.I. 0:37 1 j-- • — T I � ` .678 5/ 5 G"'.I \G 3E.AD 2.074 a I .ADAPTER 6063 —T5 ALUM :'CFEi`:ENL.E TEST K_POKT: FTL -1969 FIXED MEETING RAIL 6063 —T5 ALUM. .062 — L ..723 .688 1 .349 .062 l l I �1 1.183 SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. /4- _i .062 I 1.187 1.081 -- O SASH MEETING RAIL 6063 —T5 ALUM. L .062 Rohen L. Clark, P.E. PE 039712 .SL uctural 1.373 1.273 ® WIND LOAD ADAPTER I 2 1 1 0' i 6063 —T5 ALUM. ttt-- O FLANGE FRAME HEAD 6063 —T5 ALUM. INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOK0l.S. FL 34274 Rc.ao Or: Ravzo B�: F. K. Oru•rr Of F. K 5crissAuoad: HS -710 1.291 1.970 ® SASH SIDE RAIL 6063 —T5 ALUM. D It/5/0i Dote: 5/22/02 0o10. 11/2/01 stole N TS .062 .062 - -If- -- 2.094 1.122 � tl 2.710 ® FLANGE FRAME SILL 6063 —T5 ALUM. Raviriona: g0fFI) SHT R enrlone: C —NO CHC THIS SHT EXTRUSION PROFILES eae ALUMINUM HORIZONTAL SLIDING WINDOW snccl: 4 or 4 1.349 PItODUCT ILEVJ,j ., cvmrlylux •' w. Flw10L Duld5. C04, nocepwrn Nul -I �5 e.PIr1R nn , il.T. U MMrol Uric Prwluci Coulrul 1 Orcoing No. 4112 2 Hov C MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AIIJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 1"x Std. Wall - Aluminum Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 6620, titled " 1" STD. Wall Mullion ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 00-0912.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02 -0701.05 Expiration Date: June 28, 2006 Approval Date: July 10, 2002 Page 1 \' GLAZING PRODUCT H A/l/LUON M LJL GLAZING PRODUCT eR1 GLAZING PRODUCT --] TYP. MULLION H GLAZING GLAZING GLAZING PRODUC PRODUCT PRODUCT \' GLAZING PRODUCT ( H J H A/l/LUON M LJL GLAZING PRODUCT eR1 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT H —W 1 W W2 H ANCHORS: TYPE. D , TM. C OR •D- MULLION BOTH ENDS\ W -Wf +W2 (2 ) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H ANCHOas: TYPE • B •• OR D" 90771 ENDS NOTES; 1. FOR ANCHORAGE TYPE QUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 2, WINDOWS MAY 8E MULLED TOGETHER, TO A MAX. OF .5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT do NON - IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 w 712 GLAZING PRODUCT I • TYP. IAULUON GLAZING PRODUCT H1 J H HI +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W ANCHORS: • C • OR D" BOTI; ENDS P. Robert L Q k, P. P.E. #39712 W 1 ----W1 W2 w - WI +W2 H + H7 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MI) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR WI +W2 MULL LENGTH = H1 Fur INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34273 RMQ BY IOole: Drawl DuMRf1Pn: ARRANGEMENT DETAIL DSc: ANCHORS �JYPf ;1' P.J.P. ANCHORS: TYPE. "B: • C' OR D' BOTH ENDS ChM pair 4/28/00 1" STD. WALL MULLION Series/Node: K' 2 --I —w3� W - WI +W2 +W3 H - 147 +H2 MULTIPLE WINDOWS MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR WI +W2 +W3 M4) MAX OPENING = W I +W2 OR W2 +W3 MULL LENGTH = HI PRODUCT REVISED as Bddl amply* e �� APPTPU.ea NPO - —� 0 1,005 Ecprytloe Dotee 1y..`a�F'� Mi 0o4 Proctor: � C M a.te7 Dofe: Orr:Vona: Scare: STnf: P.O. BOX 7529 C � NOKOMIS. FL 34274 MULLS NTS 1 eT 5 APP40VE0 AS COMPLYING OATH TIE SOUTH RORW' BIFLDING COOE JU BY PRO ROL OMSION BU40RIG CODE COOPIUNCE 0 F10E ACCEPTANCE N0. 0 0 '0'9 f 2. .OS Or4.:n9 NP. 6620 Rev: MULLION CUP CUT FLANGES OFF or MULL CUP TO FORM A "t4 -CHANNEL APO INSTALL AS SHORN TYPICAL MULLION TO MULLION INSTALLATION TYPE A W000 BUCK MIN. 2b f T YP4 MIN. NOTE; I. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CUP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMPORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ FOR YOUR SPECIFIC APPLICATION. TYP CAI MULLION TO STRUCTURE WITH WOOD BUCK TYPE R': /11 F.H. S.Y.S. STAGGERED ON OPPOSITE SIDES (SO AS Nor TO 9NERFLRE *TM EACH OTHER) 2' OR 4'--I 2 ALL Enti (799/) +eas w/55 8E DADE COUNTY APPRO1EO. SEC Noir /7 /71 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS mot 10 INTERFERE MIDI EACH 0MER) SEE NOTE /1 /72 7.1700 SCREW (799/) MIN. 7 PENEDURdN 9170 M000 BUCK. ALL FASTENERS MUST BE DADE COUNTY — APPROVED. set NOTE /I P.C.T. tr YUWON 7 / Robert L. CI , E.E. P.E.#37712 Slntr71Yal P.G.T. 1r MULLION 7070 TECHNOLOGY DRP NOKOMIS, fL 34275 MIN.— I OR 4' ti /- BUCK (TYP) 1 4; • 7A (TY MIN. I r TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE C. FAT INDUSTRIES Onoan B1- Orte77PUPn: 1711: P.J.P. e— /12 /12 F.N. S.Y.S. STAGGERED ON OPP09TE 90£5 (SO AS NOT TO WIt77tHt 871N Et0N o7NCR) SEE NOTE /1 MIN. /" WOOD 24 (� (TYP I ® • i r LAN. 4• UPON (MI) I 1 — / I Yw. 71 PE 81 DV MrD C ON f1 1 E TE 04 BLOCK I I I STRW NRE. ALL FASTENERS 1_ YU57 BE OBOE COUNr7' ... 1i MIN. . .. • AePRfMO. SEE NOM /7 7YPCAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE "D1 PRODUCT REVISED as empty* aka the MAMA HMIs, Cads E et No .c O?OI'QS tplrotntlsa Net al f 2 B� R r a y M. Dale ►rPQAee CLAIM Noisiest RM0 BY. pen: Chid 077 001.: r Fi 4 4ten., Cote: 4/28/00 CLIP & INSTALLATION DETAIL 1" STD. WALL MULLION / 7": 117K d" TAPCDI/ (1'61) LAN. 11 P4T 77#477 W WTo • Y 1/ / CONCRETE OR BLOCK ' • STRUCTURE. ALL rAS7ENER5 YUST BE DADE COUAIY APPRCmal SET NOTE /7 Srrirt/YPd.17 Scale: 50..L P.O. BOX 7529 NTS Ft 34274 MULLS NTS 2 0T 5 /12 F.M. S.Y.S. STAGGERD) DV OPPOSITE SIDES (SO AS NOT 70 INTERFERE VAN EACH OTHER) SEE ANTE /7 APPROVE0 AS COMPLYING NIT H TH5 EOM AMPULLA BUIl01NG CODE Cm JUN 2 BY PRO Ci 7ROl. Ix 1070N !MO HO CODE COMPLIANCE OFFICE ACCEOIINCE 110 CO - 0 Y 12.05 Gering Ne. 6620 Rev: IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REVD FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 8 1 x 4 x 8 A 2 0 1 4 MAX 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN. FROM ENDS (TYP) r I — 4 MAX. ' VA NOTE; R L CL /1•>z.e 1. REFERENCE TEST REPORT FTL- 2902,2903 AND 2975 3 y2 /2_ 8 MIN L A' —.-1 t MULL CLIP EMIR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 INDUSTRIES Raved ay: rate Croon Or P.J.P. 7070 TECHNOLOGY DRIVE P.O. BOX 1529 NOXOMIS. F'L 3'275 NOKOMIS. f1 34274 j 4 F MIN. FROM END (TYP) 1" MULL CLIP W /TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION OWL / 1099 MIN. FROM END (TYP) 8 1 � 1" MULL CLIP W /TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 7049 CAW Ey: Dale: 4/28/00 SMNtt/YOde1: MULLS PRODUCT REVLsr11 tm complying with dc Florid. A FeROVEO AS I,0WPO rNC Alt I FRE Raiding fade Miff Acceptaan No 0 •O 05 SCOT'I rLAtjC.N L 6 � LUU 1 EtpiretloF Dam o./2 0G. DATE J�VJ fn'1 L IS Luut M I De& Prodxl Conln1 FRO J ..DYTROL bIN51011 Di.7ama BURDING CODE COoliklANCE OFFICE true „,," 00-0912.05 Dole•. I Revit:ent: Dmtenptlan: 1" MULLION CLIP ANCHOR LOCATION ❑Ile 1" STD. WALL MULLION Scel.: NTS Sneel. 0aetno No. 3 pe 5 ( 6620 Rev: NOTE: ( TYP) 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 2 7 x STD. WALL MULLS MAT'L: 6063 —T6 Robert L. CJJ erk,Y E. E. P.E. 09712 Structural 1 4 T INDUSTRIES 1070 TECHNOLOGY DRIVE 1 4 Rend By: Dele: 070 WI By P.J.P. 0exitplion: PROFILES Senn/M:4N: P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS. FL 34274 MULLS 8 (TYP) Chid OX' role: Dote: 4/28/00 MIODOCT REVISED . naplyNtg de Florida Elaidhrg Coda Aeerptaare No / 05 Rapt.. Dote Ob Mi.. bode Protect Coetml DMatoa Title: 1 " STD. WALL MULLION APPROVED AS COVPLYINO WIN THE SOUTH nRviz rift turE Reiebce: Seek S•11e1: NTS 4 1ROt DMS■ON DJIDrG CODE COVFZUANCE ONCE A C C E P T A U E O 0 0 - 0' ' Z . b Or0.4o 6620 Re, 1 x2x.125 _ OPENING WIDTH IN INCHES 2 Anchors 50 60 1 70 . 80 90 • 100 110 I 120 1 130: 160 ._ _ ___129 _ _115_j 107 104 . 103 103 103 1031 103 j 103 48 83 73 67 63 I 61 61 L 61 61 I 61 61 _50._ _ _ 7 625 70 _ 761 1 55 52 50 49 49 49 49 49 54 57 49 44 41 39 38 38 38 38 38 60� 41 35 31 29 ! 27 26 25 25 25 25 - 63 35 _ 30 27 24 I 23 22 21 20 20 20 66 30 26 23 21 i 19 18 18 1.7 17 17 72 23 20 — 17 16 - - J 76 20— ..�.17 i5 ... 78 18 15 - - __84 - - - i - _ 96 ! - - - i - - r -- - - 108 111 • 144 • lx4x.125 L OPENING WIDTH IN INCHES 4 Anchors 50 60 1 70 80 90 100 i 110 120 130 160 42 170 170 1 170 170 170 : 170 170 '• 170 48 .. __170 170 1 170 170 170 170 170 170 50.6 170 170 170 I 170 170 170 170 170 54 170 170 170 170 162 158 157 157 60 170 170 157 143 134 127 124 122 _ 63 . 170 160 141 128 119 112 108 106 __ 66 170 145 127 115 106 100 96 93 72 142 120 105 95 87 ' 81 77 74 76 120 102 90 81 74 69 65 78 111 94 83 74 68 63 60 57 84 88 75 65 59 53 49 46 44 90 72 60 53 47 43 39 37 35 96 59 50 43 38 35 32 30 28 108 41 35 30 27 24 22 20 111 38 32 28 24 ! 22 20 19 144 17 - - 63 61 19 18 17 16 170 170 170 _170 - 170 170 157 157 122 122 106 106 92 92 72 71 59 55 53 42 40 33 31 27 24 16 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 RobertLCiark,P.E. P.E. tl39712 Structural T INDU TRIES 1070 TECHNOLOGY ORME NOXOMLS, FL 34275 Rered 8i' IDate: Oro.o By: P.J.P. 111e: Vertical Mull Mull Length �Opening� Width Horizontal Mull Opening Width - _ I I — Mull Length Multiple Mulled Units Mull Length \Opening Width CAW By: Date: 4 /28/00 PRESSURE CHARTS 1" STD. WALL MULLION Se iee/NOdet Scene: S�ret: P.O. 80X 1529 NOXOMIS. FL 3 Mutts NT S 5 el 5 PRODUCT Rl.YLSED ee em *log ofd A. PRAY! &Odin Code Aettrorms Re - Fir , on Doe 8 • • 1 D.dt Praise Cathy/ D7■4. APPROVE AS COMPLYING NON THE ADOUTH JUN 8 I t goE AY PROD' - TROL OA570N 911 CODE CONPUANCE OFFICE AFCEPHNCF.li9 dO "3 ot• Op.r,p No 6620 1 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOAH MIAMI -DADE COUNTY, FLORIDA MI FRO -DADS FLAGLER BUILDING 1-10 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AEU (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zonc of the Florida Building Code. DESCRIPTION: Series "PW - 701" Aluminum Fixed Window Impact APPROVAL DOCUMENT: Drawing No. 4214, titled `,'Aluminum Fixcd Impact Window ", sheets 1 through 4 of 4, prepared by manufacturer dated 02 -16 -98 and last revised on 09- 09 -02, signed and scaled by Robert L.Clark, P.E., bearing the Miami -Dadc County Product Control Revision Stamp with thc Notice of Acceptance numbcr and expiration datc by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise notcd herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting thc performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or proccss. Misusc of this NOA as an cndorscmcnt of any product, for sales, advertising or any other purposes shall automatically tcmiinatc.this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA numbcr preceded by the tvords Miami -Dade County. Florida, and followed by thc expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 99- 0218.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by lshaq 1. Chanda, P.E. • NOA No 02 -0716.03 Expiration Date: October 03, 2007 Approval Date: October 03, 2002 Page 1 COMPARATIVE ANALYSIS TABLE 1. FTL -1971 DESIGN PRESSURE RATING FOR GLASS TYPE - 7116" LAMINATED (3/16'HS,.090 ".3 /16 "HS) WINDOW WIDTH WINDOW HEIGHT 76.000 78.000 80.000 84.000 90.000 96.000 NEG POS NEG FOS NEG POS NEG P08 NEG POS NEG PC6 41.000 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 900 42.000 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -89.3 893 43.000 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 90.0 -89.7 89.7 -86.5 865 44.000 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 90.0 -87.3 87.3 -84.0 840 45.000 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -88.1 88.1 -85.2 85.2 -81.8 81.8 46.000 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -86.7 86.7 -83.3 83.3 -79.8 798 47.000 -90.0 90.0 - 90.0 90.0 -87.8 87.8 -85.2 85.2 -81.6 81.6 -77.3 773 48.000 -90.0 90.0 - 87.9 87.9 -86.3 86.3 -83.6 85.6 -79.9 79.9 -74.8 743 96" MAX. WINDOW HEIGHT 93" MAX. DAYLIGHT OPENING 6 1/4' MAX. 48" MAX. WINDOW WID7 45" MAK. DAYLIGHT OPENING 13 1/4" MAX. 0.C. W/ TAPCONS F 11 1/4' MAX. O.C. W/ #14 SCREWS / 6 3/4' MAX. 17' MAX. 0.C. W/ TAPCONS 13" MAX. 0.C. W/ #14 SCREWS LARGE MISSILE IMPACT WINDOWS 1.) GLAZING DETAIL: 7/16" (.454) LAMINATED GLASS CONSISTING OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 NTERLAYER OF SAFLEX PYB BY SOLUTIA OR DUPONT WITH BUTACITE AND 3/16" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS 0" 3.) DESIGN PRESSURE RATING: SEE TABLE 1. 4.) ANCHORAGE: (SEE EMBEDMENT DETAIL SHT. 4 OF 4) MAX. 6 1/4" FROM EACH CORNER (HEAD & SILL) MAX. 6 3/4 FROM EACH CORNER (JAMBS) MAX. 0.C. AT HEAD & SILL = 17" W/ 1/4" TAPCONS A MAX. 0.C. AT HEAD & SILL = 12" W/ #14 SCREWS MAX. O.C. AT JAMBS = 13 1/4" W/ 1/4" TAPCONS MAX. 0.C. AT JAMBS = 11 1/4" W/ /14 SCREWS 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -1971 7.) INSTALLATION OF 1x OR 2x BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICE. Robrt L. pork, P.E FE /39712 Structural �T IN 1070 TECHNOLOGY DR7£ NOKtuRS, a 34275 P.O. BOX 1329 NOK MIS. FL 34274 144.4 y F.K. Rona 9y: F.Y. land B F.K. Rawl By: F.K. Arnd Or F.R. R.rad Br 0.4. 0.9. Dot.: 9/9/02 Do lc 8/13/02 7/10/02 Oa .: 5/9102 Dot.: 11/6/01 1 Dow 2/16/98 ELEVATION R..iNorw F -F MSE ANCHORS SPArB G R..rwr.: E- 1114SE INCNORS & NOTES Throk Norm D- REMOVE TEMPER OPT C -ADO COMP. ANAL TABLE B -TB & ADD EXTR. R PEOOUCr a cvuco �?Mry .t1 Ok. Dar & 4 ,o.- 07/6.03 too . . ormo.2m 7i,44 7_ , Miami a.a[ ►n oon GAIN ntr: ALUMINUM FIXED IMPACT WINDOW 5...o d.c Sool.: Shoot 8 Dra.i g Mo. PW -701 NTS 1 er 4 4214 ITEM 1 2 3 4 5 6 7 8 9 10 DESCRIPTION Frame Head & Sill Frame Jambs .688 x .500 Channel Glaz. Bead Seam Sealer Closed Cell Foom Tope 18 x 1.000 Ph. Pn. SMS Silicon Bock bedding 7/16" (454) W /SOLUTW PVB INTERLAYER 7/16" (.454) WjDUPONT PV8 1NTERLAYER ,¢ x .875 Ph. Fl. Self —top .8 i 062 2.784 ti .6a8 O FRAME HEAD SILL 6063 —T5 ALUM. V.T. , 61224! 612242 6533402 6SM55W 61308 781PQA 62899C 7PWSW Robert L Clark. P.E FE /39712 Structural QTY. /LOCATION 1 ea. 2 4 4 between bead & gloss) 8 Frame Assy. screws) 1 1 Bead screws. 2 1/2" from end, 20" centers .312 2.784 1070 TECHNOLOGY DIME NOKOMS FL 34275 P.O. BOX 1329 NOKOMIS. FL 34274 -- 1- --.312 -►� .874 f O FRAME JAMB 606.3—T5 ALUM. F.K. R.r.d F.K. Real of F. K. R.rd er F.K. Rw•.d F. . R.( 0.9. Awn By: 0.9. 9/9/02 Dols 8/13/02 D.b: 7/10/02 Dol.: 5/9/02 OWL 11/6/01 1/29/99 1716198 PW -701 .688 NTS R..4wr: F -NO CHG THIS SHT E -ADD DIM., ORIENT. D-NO CHO THIS SHT RedWee NO CHG THIS SHT Rn+aio n: TH & ADD EXTR. R.a.ionc VENDOR Alumox Alumox Alumox Schnee - Morehead Stik —l! Merchants Fosterers Dow Corning H.P.G. H.P.G. Fastec snr.l: 2 . 4 ----1 � --.062 .688 I--- -I .500 O GLAZING BEAD 6063 —T5 ALUM. VENDOR NO. AF -12241 AF -12242 AF- 533402 SM5504 1308 899 rltonu'r kh.YUea r4 •e ir.vh4d. =at A..,w.• N.o7 -u7 03 f.+4M4+ 0� OcT a we lco3- ,, 1Stoll 1. 1.1..,41. Waal t114 rrawn c«iiro tr.1a. EXTRUSION PROFILES & B.O.M. ALUMINUM FIXED IMPACT WINDOW Na 4214 F • MAX. HEIGHT X6148 2.784 MAX. DAYLIGHT OPENING = WINDOW HEIGHT - 3' VERTICAL SECTION HORIZONTAL SECTION 3/16' HEAT STRENGTHENED //' Robert L Clark. P.E PE /39712 Structural MAX. DAYLIGHT OPENING - WINDOW WIDTH - 3' IN ft j T USES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS. FL 34274 MAX. WIDTH 3/16' HEAT STRENGTHENED .090 INTERLiYER (SAFLEX BY SOLUTLA OR DUPONT W /BUTACITE) 7/16" GLASS BITE Dote: 5/9/02 Oats: 11 6,01 7 RoAakna. ADD TEMPERED GLASS R.vYwm TB & GLAZING DET. R.nlima: Rerd Or F. K. R.v.e 11r: D. B. dorm Lta D. B. Dacrttbm: SECTIONS & GLAZING DETAIL GLAZING DETAIL; 7/16" LAMINATED GLASS Cato: R.J.Imrm 9/9/02 F —NO CHG )HIS SHT Doto: RMabr.: 8/13/02 E - CHG INTERL, B DESIG. Dour Rnpiwoo: 7/ 10/02 D- REMOVE TEMPER OPT 2 2.784 PRODUCT It1:VISYL e• tiQMr.t.M a. n..11. MI?OU Ce4. A4.9 No02.OW I 0 3 [y1ral.* D.to L o ?- n \k 1 • LL. 4. MUM' u. r .Ject Cehnl ALUMINUM FIXED IMPACT WINDOW SerMRhld.e Sod.: SM.tr OmeMp No. PW -701 NTS 3 . 4 4214 1 /4 " TAPCON (SEE NOTE 1) 1/4" MAX. TYP. HEAD, SILL JAME 1 1/4" MIN. . d4 4 • 4 4 • v 4 A. INSTALLATION OF 1 x WOOD BUCK TO SUBSTRATE TO BE ENGINEERED SEPARATELY. NOTES: 1. USE MIAMI —DADE COUNTY APPROVED E_CO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1971 #14 PANHE4D /44 Robot L. Clark, P.E PE /39712 Structural 1/4" MAX. L 1 1/2" MIN. TYP. HEAD. SILL. JAMB 1070 TECHNOLOGY OR)\ NOKOMS, FL 34275 P. BOX 1329 NOKOMS, FL 34274 Rove Yl F.K. R...d ar: F.K. Arad a F.K. Rend Br: FK . Roved 0.9 Orawn 0.9. TNN: '4 4 • a . 4 . 4 4 4 OM* 9/9/02 8/1.3/02 Dob 10/02 : 7/ oat.: 5/9%02 Dote: 11/6/01 1 2/16,96 t1..crONaa: ANCHORAGE INSTALLATION OF 2 x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BLDG. OFFICIAL. F-C s CREWS To 114 RMNon.: E - CHC BLCX NOTES Rnfdorrc 0-NO CNC THIS SHT ADO 7/4 TAPCON & NOTE Rnd.brwc TB & NOTES PHOot cT Ri.VIsf:u =run - the rl.noa "'°° Aw,r$r M. 02— 071;. U 3 Laplr.a.. O.la OGT01 }suq- g 1s>4 14L4.1 IN6ef CAM Widow ALUMINUM FIXED IMPACT WINDOW MtvWd.k Scald. SMat: booby No. PW - 701 NTS 4 a 4 4214 MIAMI B H EE VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Disapproved ___S�__ Date. Date... . ' 9 , ] r "Sr"- v CI No.LT 9 Street4/..tL:." Registered Architect and /or Engineer. //�� !�/!� Name and address of licensed contractor.. /'1 1 /) t1 L !Z L Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done .gl9..__ iii, .(-lY_. 7; rie&.P Stat r to be a and purpose of building y floors) tt L A- "x LV 'Aril) l gl—U All and for no other purpose. yil 1,1z`cc 'u_ ±'ao 1(1 . 3 New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind pf o n iop_ R of Covering Estimated Total cost of improvements $ / /0' (��77 Amount of Permit $ ' Zone cubage required -Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Perin- • t Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contracto . e ployed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on t ite of the w• .ch public notice or notices as are required by the Act. The undersigned agrees to employ only such syl ontr rs ork to be p- ormed under this permit, as are licensed by Miami Shores Village. Remarks (Signed). to the building and its construction may tr 4-1 STATE OF FLORIDA, COUNTY OF DADE. J ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No._.__ Date t ( — ` 7 / Read, Sworn to and Subscribed before me. to me well known, Notary Public, State of Florida (Signed) �� c Building Inspector j My Commission Expires PLAN G BOARD DATE Chairman Member Member Member Member ...... Member _.__.. Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING :LECTRICAL PLUMBING ROOFING Owner of Building - _ ' MIAMI SHORES VILLAGE, FLORIDA a PERMIT N° 14181 ❑ Work to be performed under this Permit Architect Contractor or Builder . . ,�A t ,,.- j' r;- t , 2. / ' k, ,../ Legal Lot ll BI. Description. Address of Building ',"1, 3 . 1 Y - . { This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed• � f CONTRACTOR" OR BUILDER Subdi- vision 4�`.e .. ..4 DATE Value of Project $ 1 . ': ` BY AUTHORITY Contractor's License No Amt. of - Permit $ ; ,,me 195 BY INS I CTOR In consideration of the issuance to me of this permit I agreg pe or91 the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statem or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address d Registered Architect and /or Engineer Name and address of licensed contractof _ W Location and legal description of lot to be built on: Lot_ - — Block Sub ivisi Street and Number where work is to be done ?____,_, /G� /-- St work to be done and purpose of building (by floors) "._!d g- s a = New Building To be constructed of Kind of fou_n4 tion Roof Covering Amount of Permit $ Zone cubago required plan Cubage Distance to next nearest building Size of Building Lot Maximum live Load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such b ontractors, en work t. be performe nder is permit, as are licensed by Miami Shores Village. Remarks (Signed jC r ‘2 STATE OF FLORIDA, COUNTY OF DADE. Ss. 1 Estimated Total cost of improvements $_ Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, bein of the above therein by Ian) Permit No.__._ Disapproved (Signed) - -- �__� -_ Date MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date CD-S7 1 I ntr_aziz„) Date No i Street_! /a/ 19 � miArkllezige.y. and f r no other purpose. Remodeling Addition Repairs No. of Stories Read, Sworn to and Subscribed before me. g de scribed construction, that 1 e bas read the foregoing application, and that he did sign the same, and that all facts stated are true. Notary Public, State of Florida to me well known, Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Council Approved NOTE: A charge the Planning Board. _AL tonfin i_ _ -- Member Member Member Date Disapproved Date of $1.00 will be made for making corrections or changes to this application after approval has been obtained from JOB NAME: RESIDENCE 319 N.E. 101 STREET MIAMI SHORES, FL. \ S n BEDROOM BATH BEDROOM NOTE: MEAN ROOF HEIGI-IT: 12' -I0" ROOF TYPE: 3:12 GROU BEDROOM \D ELOOR • "'il:r : , !NO. RIGHT D BATH KITCHEN DINING 51 7 LEFT BEDROOM LIVING GARAGE UI z 0 a CZ a a_ K FAMILY FOYER C ^> o 0 a REVISION: D ATE : 04 / SCALE: N.T.S. DWG. BY: A.A. JOB No: 76 1 OF 5 I" x 4" x 1/8" T H K. x 35 LG. ALUM. TUBE BY PGT NOT PART OF THIS PERMIT 35 X 17 -1/2" (HALF CIRCLE) PW -701 ALUMINUM FIXED WINDOW IMPACT N.O.A. 02- 0716.03 ZONE: 4 +54.7 -59.3 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S. GLASS .090 SAFLEX PVB OR DUPONT WITH BUTACITE INTERLAYER INTERIOR LITE: 3/16" H.5. GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: I" X 4" X I /8" X 35" STD. WALL - ALUMINUM TUBE CLIPPED MULLIONS N.O.A. 02 - 0701.05 r- - 1 ' x 4" x 1/8" TI-IK. x 35" LG. ALUM. TUBE BY PGT "A" 35" X 52 -1/2" (OX) "AI" 35" X 52 -1/2" (OX) H5 -710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.O.A. 02- 0305.02 I-I5 -710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.O.A. 02 - 0305.02 ZONE: 4 +54.7 -59.3 ZONE: 4 +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS EXTERIOR LITE: I /8" ANN. GLASS .0q0 MONSANTO SAFLEX PVB OR DUPONT WITH BUTACITE .090 MONSANTO SAFLEX PVB OR DUPONT WITH BUTACITE INTERLAYER INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS INTERIOR LITE: 1/8" ANN. GLASS 2 1 2D04 NOT PART OF THIS PERMIT FRONT ELEVATION 0 CV 35" X 17 -1/2" (HALF CIRCLE) PW -701 ALUMINUM FIXED WINDOW IMPACT N.O.A. 02- 0716.03 ZONE: 4 +54.7 -73.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S. GLASS .090 SAFLEX PVB OR DUPONT WITH BUTACITE INTERLAYER INTERIOR LITE: 3/16" H.5. GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: I" X 4" X 1/8" X 35" STD. WALL - ALUMINUM TUBE CLIPPED MULLIONS N.O.A. 02 - 0701.05 NOTE h WINDOW FRAMES /MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROLS N.O.A., DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E.: WOOD, METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. REVISION: DATE:04 /21/04 SCALE: N.T.S. DWG. BY: A.A. JOB No: 76 2 of 5 1" x 4" x 1/8" THK. x 70" LG. ALUM. TUBE BY PGT l' -5" I" x 4" x 1/8" THK. x 63" LG. ALUM. T UBE BY PGT "B" M.O. 70" X 64 -5/8" (1) 70" X 50 -5/8" (OX) H5 -710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.O.A. 02- 0305.02 ZONE: 5 +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: I /8" H.S. GLASS .090 MONSANTO SAFLEX PVB OR DUPONT WITH BUTACITE INTERLAYER INTERIOR LITE: 1/8" H.S. GLASS (1) 70" X 14" PW -701 ALUMINUM FIXED WINDOW IMPACT N.O.A. 02- 0716.03 ZONE: 5 +54.7 -73.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S. GLASS .090 SAFLEX PVB OR DUPONT WITH BUTACITE INTERLAYER INTERIOR LITE: 3/16" H.S. GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4" X I /8" X 70" STD. WALL- ALUMINUM TUBE CLIPPED MULLIONS N.O.A. 02- 0701.05 NOTE I: WINDOW FRAMES /MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROLS N.O.A., DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF TI-11 PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E.: WOOD, METAL FRAMING AN METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. (D) 1" x 4" x 1/8" THK. x 63" LG. ALUM. TUBE BY PGT I' x 4" x I /8" THK. x 63" LG. ALUM. TUBE BY PGT RIGHT ELEVATION NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: I" X 4" X 1/8" X 63" STD. WALL - ALUMINUM TUBE CLIPPED MULLIONS N.O.A. 02- 0701.05 OTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: X 4" X 1/8" X 63" STD. WALL - ALUMINUM TUBE CLIPPED MULLIONS N.O.A. 02- 0701.05 "C" M.O. 106" X 63" (2) 53" X 63 (OX) H5 -710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.O.A. 02- 0305.02 ZONE: 4 +54.7 -5q.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" 11.5. GLASS .090 MONSANTO SAFLEX PVB OR DUPONT WITH BUTACITE INTERLAYER INTERIOR LITE: I /8" 1-1,5. GLASS "D" 37" X 38 -3/8" (OX) 1-15 -710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.D.A. 02- 0305.02 ZONE: 4 +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 MONSANTO SAFLEX PVB OR DUPONT WITH BUTACITE INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS "E" M.O. 111" X 63" . 7_ (2) 55 -1/2" X 63" (0X) 1-15 -710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.O.A. 02- 0305.02 ZONE: 5 +54.7 -73.2 GLAZING: 5/16 LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S. GLASS .0R0 MONSANTO SAFLEX PVB OR DUPONT WITH BUTACITE INTERLAYER INTERIOR LITE: 1/8" H.S. GLASS REVISION: w u z LU V/ W L1/4=> DATE : /21/04 SCALE: N.T.S. DWG. BY: A.A. JOB No: 76 3 oF 5 CV • 1' -4 ■1: REAR ELEVATION NOT PART OF THIS PERMIT "Fl" 53" X 63" (OX) 145 -710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.O.A. 02- 0305.02 ZONE: 5 +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.5. GLASS .0q0 MONSANTO SAFLEX PVB OR DUPONT WITH BUTACITE INTERLAYER INTERIOR LITE: 1 /6" H.S. GLASS "F" 53" X 63" (OX) 145 -710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.O.A. 02- 0305.02 ZONE: 4 +54.7 -5q.3 GLAZING: 5/I6" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S. GLASS .OqO MONSANTO SAFLEX PVB OR DUPONT WITH BUTACITE INTERLAYER INTERIOR LITE: 1/8" H.S. GLASS 2004 NOT PART OF THIS PERMIT NOTE I: WINDOW FRAMES /MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROLS N.O.A., DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E.: WOOD, METAL FRAMING AND METAL COLUMNS) 51-IALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. REVISION: W u Q DATE:04 /21/04 SCALE: N.T.S. DWG. BY: A.A. JOB No: 76 4 OF 5 7 (V - 6 " NOT PART OF THIS PERMIT x 4" x I /8" THK. x 63" LG. M. TUBE BY PGT "G" 26 -1/2" X 37 -3/4" (OX) 1-15 -710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.O.A. 02- 0305.02 ZONE: 5 +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: I /8" ANN. GLASS .090 MONSANTO SAFLEX PVB OR DUPONT WITH BUTACITE INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS "H" 57" X 37 -3/4" (OX) H5 -710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.O.A. 02- 0305.02 ZONE: 4 +54.7 -59.3 GLAZING: 5/I6" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" N.S. GLASS .090 MONSANTO SAFLEX PVB OR DUPONT WITH BUTACITE INTERLAYER INTERIOR LITE: 1/8" H.5. GLASS A 1 "° LL :;4 NOT PART OF TI-115 PERMIT "C" M.O. 106" X 63" (2) 53" X 63" (OX) H5 -710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.O.A. 02- 0305.02 ZONE: 4 +54.7 -59.3 GLAZING: 5/I6" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S. GLASS .090 MONSANTO SAFLEX PVB OR DUPONT WITH BUTACITE INTERLAYER INTERIOR LITE: 1/8" H.S. GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: I" X 4" X 1/8" X 63" STD. WALL - ALUMINUM TUBE CLIPPED MULLIONS N.O.A. 02- 0701.05 LEFT ELEVATION NOTE I: WINDOW FRAMES /MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROLS N.O.A., DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: TI-IE MAIN WIND FORCE RESISTING SYSTEM OF TI-IE STRUCTURE (I.E.: WOOD, METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. REVISION: 0 DATE:04 /21/04 SCALE: N.T.S. DWG. BY: A.A. JOB No: 76 5 OF 5 - 125 TYP VARIES 5 OC" MAX ANGLE O SCALE - 3" = 0" WIDTH UNLIMITED I (PERP. TO PANEL SPAN) SECTION 16 (TYP.) FASTENER (a 12•' 0 C FOR DESIGN LOADS LESS THAN OR EQUAL TC 116 P.S F AND (la 8" 0 C FOR DESIGN LOADS GREATER THAN 110 P 5 F - EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE �•• ANCHOR SHED BASE ON TYPE OF STRUCTURE: - PRODUCT MARKING LOCATION 12 00" COVERAGE 13 50" FULL PANEL TYPICAL ELEVATION - TYPE I TOP MOUNT PIECEOZ.03. O. OR O6 PLAN VIEW S 1- Jw WJ Z Zm Ja< a1- J WE ZO <ow 0.1 D ° •1ana1 8 x 1" TUBE 'x°)v FASTENERS E VI (SEE PLAN -J VIEW & NOTE 6) BOTTOM MOUNT PIECED OR ® OVERLAP FASTENERS/ T`•'P ;SEE NOTE a 6) cRODUCT MAPPING (OPTIONAL LOCATION) 063" 1/1. -20 X 3 /L" MIN PUNCHED INTO ANGLE . (SEE DETAILS FOR S= AGING) 0093" TYP 2 00" STUDDED ANGLE O 6 SCALE 3" = 1'- 0" O STORM PANEL SCALE 3 " - 1 - - 0" H 0 z W J J W z a X < D 0 LL / WIDTH UNLIMITED (PERP TO PANEL SPAN) SECTION Imo; (TYP.) ALUM ANGLE CLOSURE PIECE x 2" x 055" MIN T O x - x 055" MAX C LOC' r — 1/:." MAX /\\ I I 5." 6 00" COVERAGE 7 50" HALF PANEL (ZAMAC 3 ALLOY) WASHERED WINGNUT SCALE HALF SIZE TYPICAL ELEVATION -TYPE II TOP MOUNT PIECE Lo OR OR DIRECT MOUNT 8 1" x 1" TUBE FASTENERS (SEE PLAN vIEW 8 NOTE 6) —BOTTOM MOUNT PIECE (Z OR OR DIRECT MOUNT MAX L EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOP SCHED BASED 2,r: TYPE OF STRUCTURE) PLAN VIEW SCALE 1 -1/7"" - 1 - 1- �JW WJ Z Zm J<< J am wF I ZCC <ow oj— x x .ww W E V1v J S 1- 1.7 Z J 2502- • 2 00" ' "h" HEADER SCALE 3 " = -0" [r 100" 16 GAGE STEEL TUBE SCALE HALF SIZE WIDTH UNLIMITED i ?ERP TO PANEL SPAN) SECTION 7 12 ' (TYP.) UNLESS CLOSER SPACING REC FOR DIRECT MOUNT TYPICAL ELEVATION - TYPE III L TOP MOUNT PIECE 1. OR OR C T MOUNT BOTTOM MOUNT PIECE OR OR DIR C T MOUNT 066" 0 0 In ! 1 055 - - 2 00' NO FASTENEF & TUBE REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS 1 -1/2' MIN u 1/2" OVERLAP- A_Ur■. ANGLE C..DSURE PI T' BE CONTINUOUS FROM INSIDE H= ADER THROUGH BOT TOM SILL 1" x 2" x 125" MIN TO �• x 5" x 125" MAX 2 241• rt ?85 - c,o,, 090' r (TYP 5•• • 2 000 �- HORIZONTAL LE.: OPTIONAL (LEFT OR RIGHTI 066" 0 "U" HEADER SCALE 3" = 1 - - 0" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING ;SEE ...NC''IC; S: HE: ON TYRE S LJ: LIRE OPTIONAL ANGLE 4 O SCALE 3'" = 0" GENERAL NOTES: 1 THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1991. EDITION 2 POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH A 5 C•E 7 -88 ':MINIMUM DESIGN LOADS FOR BUILDINGS A AD THE CTHER STRUCTURES" APPROPRIATE DESIGN TABLES LOAD SHALL BE REFERENCED 3 STORM PANELS SHALL BE 5052 -H32 OR 3001. H -31. ALUMINUM ALLOY. 0 063" THICK, WITH A MINIMUM Fy OF 26 K S I (BEFORE ROLLING) ALL EXTRUSIONS SHALL BE 6063 -76 ALUMINUM ALLOY. U 0 N PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL. AND SHALL BE LABELED AS FOLLOWS. ATLANTIC SHUTTERS. INC. NORTH MIAMI BEACH. FLORIDA MIAMI -DAOE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALV STAINLESS STEEL OR HAVE APPROVED COATING WITH A MIN TENSILE STRENGTH OF 60 K.S.I. 6. FOR TYPE 1 OR 11 PANELS LESS THAN 101" HIGH SHALL BE FASTENED AT OVERLAPS. AT MIDSPAN, WITH 1/1.-20 x 3-1/2 - MACHINE SCREW SIDEWALK BOLTS WITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS: UTILIZING A 1" x 1" x 16 GAGE STEEL TUBE AT MIDSPAN. (SEE TYPICAL ELEVATION)_ TYPE 1 OR 11 PANEL SPANS GREATER THAN 101" BUT LESS THAN 135 -1/2 ". USE FASTENERS AND TUBE AT 1/3 SPANS FOR TYPE I AND II. FOR PANELS SPANS LESS THAN 33 OVERLAP FASTENERS AND TUBE AT SEAMS ARE NOT REQUIRED. FOR TYPE III PANELS. NO FASTENERS OR TUBE AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MATERIALS USED IN PRODUCT TESTING. 8 THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH MIAMI -DADE COUNTY PROTOCOLS PA 201. 203. AND 202 REFERENCE CONSTRUCTION TESTING CORPORATION (C.T.C.) TEST REPORTS No. 95 -006. 96 -007 8. 96 -007R 9. TOP Z. BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM. ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL. REINFORCING BOLTS AND TUBE ARE PROPERLY INSTALLED. WHEN NEEDED r I Z o — • : w v 11- • < -c iU¢ o I (n I V)c < w V w ' - N wv Z Y v i i • o jell lei:. I 1 V. I KN)Z ' I 1..LOFF. %JOPK CMG✓1EEA:, I F . LI " NO' PE /00:P983 ' FASTENER. @ 12" 0 C FOR OES1GN L THAP. D A. 110 P OADS S F LESS ANi; (c E N O0 C E F 0 L = DESIGN . LOADS CIREATEP THAN :1C - - APPROVED AS C:OA!PLYING } iTHE' v ' o .' l . .E G ' . SOUTH FLORIDA BU!LD'NG CODE 1..._:---- .. _ / - DA /12/(1 PRODUCT ...T:7130,. DI'd($1= _ ! _- �• -,� . . BUILDING CODE COMPLIANCE OFFICE ( 01 -21 0 ACCEnTANZE r:_ _ - It ? - J.. : - Ex :STING. CONCRETE HOLLOW BLOCK OR w000 FRAMING SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE EXISTING CONCRETE. HOLLOW BLOCK OR •4000 FRAMING SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE GLASS OR DOOR -1- Y w 0 01/18/01 12:35 rINISM MATERIAL S ANO /OR PLYWOOD FASTENER SEE / ANCHOR SCHEDULE. REF CONNECTION 2" S r.: MIN STORM PANEL SEPARATION FR0M GLASS SCHED (TABLE 2) GLASS OR .000R H ANGLE TO WALL DETAIL SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) SO CONT. (TYP. TOP & BOTTOM CONT FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION'TYPE 4' EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE (TYP TOP & BOTTOM) • • 11u ANS • WALL MOUNT SECTION SCALE : 3" = 1' -0" FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION•?YPE 4• 1/4 -20 MACHINE (a LT " 0.0 UT O 1— A OCONT 44 10111 • SIDE CLOSURE REQ"O (SEE SECTIONS OF ELEV ) O BUILD -OUT MOUNT SECTION SCALE 3" = 1' -0" J co - w w 1n 1 /L" 1/4 -20 MACH NE BOLT & WINGNUT (a 6" 0.0 FOR TYPE 1 & it AND p 12" 0 C FOR TYPE 111 1 /4-20 MACHINE BOLT &NUT " 0.0 W 1 /L MAX FASTENER. SEE � — 1 /1-20 MACHINE BOLT ANCHOR SCHEDULE. & WINGNUT (;3 6" 0 C REF. CONNECTION-TYPES" FOR TYPE { & II AND ca 12" 0 C FOR TYPE 111 PANEL TO ANGLE DETAIL SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR MAX. SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) - ,�j ( 1. z • / / 1' PLYWOOD AND STUCCO FINISH 2" x 6" P T W000 BLOCKING GLASS OR DOOR `1 / r jl AL - OGE DI Ii, -. %�13 col E tJ 0 . li; /000 FRAMING FASTENER SEE ANCHOR SCHEDULE. REF CONNEC TION 3" WALL MOUNT SECTION (BOTTOM) E SCALE 3" = 1 -0" 1 n NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS WOOD CEILING /INSIDE MOUNT SECTION SCALE . 3" = 1' -0" • l7 W J J U./ z 0. X CONT i (MAX DESIGN LOAD 72 PSF) NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS o• YWCCC ANC S TuCCO -INISH 11.L" MAX 0 1/4-20 MACHINE BOLT & WINGNUT (a 6" 0 C FOR TYPE I & 11 AND (al 12" 0.0 FOR TYPE III 06 CONT FOR WOOD BLOCKING USE 1 /4 "m x 1 -3 /4 LAG SCREW w/ 1 -1/2" PENETRATION INTO WOOD BLOCKING (al 12" O.C. TWO 1 /4 "0 x 4.-1/2" S S LAG SCREW (u1 21." 0 C MAX W/ 1 -3/4" PENETRATION IN CENTER OF STUDS S EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING SEE ANCHOR SCHEO BASED ON TYPE OF STRUCTURE EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE GLASS OR DOOR SEE MIN STORM PANEL SEPARATION FROM GLASS SCHEO (TABLE 2) 06CONT GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) © CONT. 1/4 -20 MACHINE BOLT & NUT (a1 12" O. C. _, CONT (TYP > TOP & BOTTOM FASTENER SEE ANCHOR SCHEDULE. REF CONNECTION 3' / I ! 71 EDGE DIST m SCALE - 3" = 1" -0" NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS EXISTING STUCC.. FINISH (TYP ; 0 / 1 t 'may : r--1-1/ 4-20 MACHINE BOLT & WINGNUT 6" 0 C FOR TYPE I & II ANO (al 12• 0 C FOR TYPE II1 w FASTENER SEE ANCHOR SCHEDULE. REF. CONNECTION"TYPE3" CEILING /1NSIDE MOUNT SECTION 0 1 /L" MAX ^ Z CC w < •N X < ' 1/4-20 MACHINE BOLT & WINGNUT @ 6" 0 C FOR TYPE 1 & 11 AND FASTENER SEE @ 12•• O C FOR TYPE ANCHOR SCHEDULE. REF CONNECTION "TYPE 4" FINISH MATERIAL STUCCO. ANO/OR PLYWOOD EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING. SEE ANCHOR SCHEO BASED ON TYPE OF STRUCTURE - SIDE CLOSURE REQ'D (SEE SECTIONS OF ELEV ) III - HEADERS () & CAN NOT BE USED IN COMBINATION WITH THIS DETAIL APPROVEDASCOI(PLYUIGWITH ,E ALT. BUILD -OUT MOUNT SECTIONPQUTH F LORIDA aUILDIr :G CODE Q ";TE' /1 Z/n I SCALE . 3" = 1' -0" BY ` rL PRODUCT C • ' - QL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.C)I - 0 2( "t • I c •I • 21 u1o: y 2: C ul l: �V ie 3 5 3 } z 3 zz 0 1 1PF.O KNE2EV}RH 1 FESSN 'OA1 FL Lice i PE 5)4b b983 I / NO: z 200.1 01/18/111 (••l. 110r.Cw O; •0..Q- D iil -.. -.0 3p' ar ••./.A p ne 01 -210 = ,r; o' .7= 11 '�. 1111111111111111111111111111111 ►� 1 /4"0 ITW TAPCON W/ 1 - /L" MIN. EMBEDMENT 72 92 200 72 92 2G0 4.8 62 72 92 200 48 62 72 52 200 CS 62 7;2 Z2 200 S12 772 Z2 200 Z8 62 Adr Er/AEV9IIEWAIVZ 12 12 12 8 1 12 10 9 6 7 10 121L17t516 12 5!31 10 L L j/ 11 / /�? 5 1 3 I L 9 / L 3 L 3 3 12 ;12 112. 8 !10 12 11 1 11 i 6 8 12 ; 9 9 6 6 5 � 2 j 3 j]; 5 2 1 5 6 21 3 7; L 5 12 12 12 8 10 11 6 8 12 L 8 : 5 5 12 5 L • L 101 • 5 3 121 . .5131E E% 5 • 3 ��. / 12 • 5 3 L 5.3.3 / 21 3 7 7 3 / 12 6 3 i L •51313 11 : L 7 3 12:12 12 : 8 ! 10 12;10.9 1 6 1 7 10 6 5 ,1AIWIA IWAIENEW/Ar/AFP'/AW/ AEVIAr/ AIM 3 5 " 12 3 5 , L 5 ®130 MOEN 5 3 3 EMENIMIIII/ ACV fIrj EW IYAAVAIIEW Y j fi' % /ff�/// /, / / /�/ Alirr ♦ �� t4,% //� ri♦ i y�js%//i 12 11 i ��,E / i 12 6 9 5 6 10 EVAVAII % t 0 3 6 3 3 MY/ 1 / A / UM e .Ew Arr /Alow ,sw ; A A ® - EIMI 11: Mar ��12 12 12 5 7 11 3171 3 L 1 Emyi fl/�� J� /C� / / / � / � ! � / � /1 /A ' � 2 �� 1- 8 1 3 L � � �� /.�i / / % / / //, MAW' '/ / / / /1 Aar AIM AI M 6 ' 3 3 ii/i��ii/ / /% '�I�i. %�il /�A MEFrf Aar i A m I n: s a a Errew4 ir, or/Aor Air ariAmo-w Err ,"AMEIW AEIr /Amor AerrAremamr/ A 1056131 4Ew 12112112' 12112 12 j 12 1 12 i 12 i 12 12112112 : 10' ; 12 12 ; 6 ' 12 8 10 12 74 6 • L • /r 1/4. POWERS /Raw ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBED 1 /L "0 ELCO FEMALE "PANELMATE W/ 1 -1 /L• MIN EMBED. S 1/1- -20 SIDEWALK BOLT 1111U (� > 1111111111111111111 1/4 ELCO MALE "PANELMATE" MIN. EMBEDMENT 11111111111 1/1. "0 DYNABOLT SLEEVE ANCHOR w/1 -1/8" MIN EMBED. a n 1111111111111111111111111111111 P 3/15 "0 ELCO TAPCON 1 -3/8" MIN. EMBED r 1-.9 12 12 10 5 S 2 4.8 62 200 5 . -0 .. 3 - 5 .. .-, . x SCAN MAX SPAN 12 5 9 10 V 5 , 3 5 // 3 `..A:<. S AN 5 -0" MAX SPAN _ONN_: C. v - v � = 2 , _ - 3 o MAX SSA`• MAX SPAN 12 % � 8 5 •2 • 12 • '2 7 11 12 10 - 3 .. 12 11 _ 5 8 3 1c :.jl _ .j 3 12 7 5 7 • 1 i // 5 3 - _ j .. j 12 3 9 • - • 3 S V% 5 L / 12 12 5 7 11 3 7 3 12 : 7; 9 .. . S 9 ��' j/ 3 5 j 12, 7%/5 '4 5 / 3 / 5 / 3 j// 12 5 ' 12; 7 2: L ;10! 6 3 121 9121 9 12; 5 ;12 7 L 7 U 0 CO w w J U z 0 U 0 J J 0 no /. o /n, 1f. '70 ANCHOR TYPE 1 /L - 0 POWERS /RAWLY CALK -1N w/ 7/8" EMBED & 1/ -20 SIDEWALK BOLT - (3/L HEAD) SCREW ROO! ITw EPDXY ANCHOR WN S w/ 2 M ~ N EMBE: ., ANCHOR SCHEDULE --AS - ENER i. x ML, Spa. ;I ?ice Es: �_ . = :- :C OES:GN LOAD SF c-a 12 12 2' EDGE DISTANCE - 5 9 12 5 3 5 ' %;:: %0r 3 2 �' 3 3 72 12 5 L 5 9 /- 5 �� _ 92 1 2 3 3 i L 7 r � �� % � ? 1 3 0 5 i A/�/!//I�Ifd� ff!O'il. a.GGQ 3" EOG OIS7 AN 12 j 5 - 8 12. 3;9 5.6 t2 8' L 5 6 : %%! 5 L L ANCHOR SCHEDULE ASTENEP SPACING ZINC -ESI R=CUIREO POP VARIOUS DESIGN _OA.S ANC SPANS w Oa ~ v V1 X w ANCHOR TYPE 1 -3 /L" MIN • t> 1 / WOOD LAG SCREW w/ PENETRATION (SHEAR P ARALLEL TO GRAIN) 1_3/z." MIN 1 /4.m W000 LAG SCREw w/ 1-3/L" PENETRATION (SHEAR PERPENDICULAR TO GRAIN) LOAD 1' -1) DSF MAX 92 3/4_ EDGE DISTANCE LS Z 5 . � 2 z � � - 62 12 :12 '2 j 12:12 72 12:12.'•0111;12 12. 7 9 1 9 10 200 12 // LL L8 12 12:12: 5 -0" 8' -5 ' MAX SPAN MAX SPAN CONNECTION ONN:: I :CN ' pE - ...7C 4 2 12 : 7 ; 6 9 10 200 12 31'15 12 9 9 10 12 :2 5 7 9 9 12 L 5 5 8 12 3: - 5 5 12 5 12 9 7 10 12 12 5: 8 9 12 L 5 ; 5 8 5 2 12 : 12 9 112' • 12 72 12'12 5 11112 12.3 3 5 5 MAX SPAN C ONNEC TICN 1 2 12: 5 7 7 9 12 3 5 ..6 7 12f . 5 ._ 6 12 • L L 5 1 2 L — 12 3 5 7 7 12 5 12 5 12 3 • '- 5 • 12 jai; 3 L • 5 ANCHOR NOTES SPANS 8. LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5 2 ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN. L REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE SEE TYPE. O CNNECTION DETAILS FOR IDENTIFICATION OF CONNECTION 5. MINIMUM EMBEDMENT ANO EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6 WHERE LAG SCREwS TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x L•• (MIN.) w000 STUD. WOOD SHALL BE SOUTHERN PINE G = 0 55 OR BETTER DENSITY 7. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER•S RECOMMENDATIONS WITH MIN EMBEDMENT INDICATED ABOVE 8 1/L -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/1- -20 SIDEWALK BOLTS 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES 10 EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK. OR w000 FRAMING WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE. IT IS FOR PRESENTATION ONLY REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE x REQUIRED FOR DIRECT MOUNT (al 6" OR 12" SPACING ONLY SPACING NOT TO EXCEED vALUE SPEC' FI N ANCHOR AS SCHEDULE THE A '' ^ �V V SOUTH FLOR ED DA 8U'LOING CODE N7H DATE ° (Z / 9Y PRODUCT CO TIROL DIV;S)ON 8UILOI G CODE COMPLIANCE OFFICE ru elY •1 • • V..i. N.NEZE H 1446FE SSIO+r+�•�.Ely EEn !FL Lice / n a No: PE Q 0903 JAN , 2 20011 ;— — - — . / i Ot •18/0 ) �y v OTC O o..• a.•r�.r +.n °r) 01 -21 0 !I S 7 of �I BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2 x 5" 5 • -0 .. 9 . -5 " T„ = 125" 8' -0" 8. -1" T' = 125'• 2• x 9" S• -o•• 15. Tw = 125" it = 125.. -11.. 8• -0 " 73 -7 --IRE= 1 /L °a WOOD LAG SCRE`+JS W% 2 -1 /4.' MIN E"18E, :a 2L O C MAX CON' L'x.250" A_UM PI ATE .',CROSS WOOD JOIST OR RCOF TRUSS PR OVIDE CONT 0 LATE WHERE TRACK ENOS 3ETWEEN TRUSSES CseZ 01 /IA /M 17. IS SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) 1_1/2 - . -1/2 (MAX. DESIGN LOAD _ 72 PSF) SOFFIT CONNECTION DETAIL G O SCALE : 3" = 1' -0" SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1 /L"m THRU BOLT ANGLE TO ANGLE CONNECTION @ 12" O.C 2 " x2 "x.093" STUDDED ANGLE W J Ia Q W W FASTENER. SEE ANCHOR SCHEDULE. REF CONNECTION 'TYPE 4 LEXISTING CONCRETE. HOLLOW BLOCK OR wOOD FRAMING SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX DESIGN LOAD = 72 PSF) ANGLE BUILD -OUT 2" x 3" x 1/8" OR 2" x x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP TOP & BOTTOM) SCALE 3 r-o- w000 ROOF TRUSS OR FRAMING MEMBER ss1L SMS BETWEEN TRUSSES @ 12" 0 C FINISH MATERIAL S T UCCO. ANO /OR PLYWOOD 1 /L'• MAX EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) GLASS OR 00CR 2" 2 093 ALUM STUDDED ANGL EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EM RalIKV. 1 /2"o THRU BOLT (Oc 12" 0 C 1 /L "m POWERS RAWL CALK - IN p 12" 0 C WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1 /L "0 LAG SCREW @ 2L " O.0 W/ 1 -1/2" MIN EMB IN W000 w00D SHALL BE OF SPECIFIC GRAVITY G OF 0 55 OR GREATER SEE MIN STORM PANEL SEPARATION FROM GLASS SCHEO (TABLE 2) 2 .. x 2" x 093 STUCOED ANGLE MAX 1/8" TILE FINISH MATERIAL Z" x L" x 1 /8 " CONT 3 /L PLYWOOD ALUM TUBE (5053 -T6) 1 /L "m POWERS RAWL CALK -IN (nl 7•' 0 C WITH 7/8" MIN EMB IN CONC OR HOLLOW BLOCK OR 1 /4.• LAG SCREW p 12" 0 C W/ 1 - 1/2" MIN EMB IN WOOD W000 SHALL BE OF SPECIFIC GRAVITY G OF 0 SS OR GREATER 2" x 2'• x 1/8" CONT ALUM ANGLE 6063 -T6 (MAX. DESIGN LOAD = 72 PSF) O H "PASS THRU" DETAIL SCALE : 3" = 1' -0" FINISH MATERIAL. STUCCO AND /OR PLYWOOD ALT. LEG DIRECTION TWO -1 /L"0 THRU BOLTS 2" x 3" x 1 /L" x 0' - 6063 -T6 ALUM ANGLE ts12 SMS 12" O.C. tai EmB H t "m POWERS RAWL REE 5/ 6 � S AWL CALK -IN (al 3 -1/8" 0 C W/ 1 MIN EMBED. IN CONC OR HOLLOW BLOCK w/ 3 -3 / MIN. EDGE GIST (MAX DESIGN LOAD = 72 PSF; O HEADER MOUNT DETAIL K SCALE 3" = 1 ' -0 ` CD z 4) a APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE BY PRODUCT C OL OMSION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.Qj O l - . I S ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX HORIZONTAL SPANS) w E i■r I 2 MIN 0 'EMB 5/16" m POWERS RAWL CALK - IN 5" 0.C. W/ 1" MIN EMB INTO CONC. OR HOLLOW BLOCK W/ 5/16 " -18 MACHINE SCREW 2" x S" x 1/8" CONT EXISTING CONCRETE ANGLE 6061 - T6 ALUM W/ OR HOLLOW BLOCK SEE 1 /L"0. STUO Ia 12" O.0 ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL (MAX. DESIGN LOAD _ 72 PSF) EDGE MOUNT DETAIL SCALE : 3" = 1" -0"" EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO. ANO /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION TYPE 3• 1 /1." -20 STUD & WING NUT @ 6" 0 C FOR TYPE 1 & II AND (ln 12" 0 C FOR TYPE 111 X a 2" x5" MAX x 093" STUDDED ANGLE (MAX. DESIGN LOAD = 72 PSF) O TRAP MOUNT DETAIL SCALE 3" = 1 X c 1 X Q: •r 0 z w J w z Q a 0 IC I • I> I el ; . 5: I )o ;_ I t V.J. IZ JEZ FF'3FES.S ONA. R UPI !FL LIC h s6 No: PE 0 1,0903 )/ /' 01-210_ 1 sneer 3 of 7 _ _. SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) Al /1R/r11 17.38 GLASS OR DOOR ^TWO 5/16••0 POWERS RAWL CALK - IN Cal 3 - 1/8 . 0 C W/ 1 MIN EMBED IN CONC OR HOLLOW BLOCK w/ 3 -3 /L•" MIN EOGE OIST W/ 5/16 " -18 MACHINE SCREW • x _ 'x 093• STUCCEC ANGLE- ! EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTE. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD 1.72 PSF) z12 SMS @ 12 0 C 2 "x7"x 9• -7"MAX Tf =013 ".Tw = 0.055 - 6063-T6 ALUMINUM LA BEAM !!12 x 1" ALUM TEK 2" x 3" x 1 /4" x 0' -8' SCREW OR 300 SERIES S.S. TEK SCREW Cal 8" 6063 -T6 ALUM. ANGLE 0C TYP TWO - 1/4"o THRU BOLTS ALT. LEG DIRECTION FINISH MATERIAL STUCCO. ANO /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE O STORM PANEL SUPPORT BEAM M SCALE : 3 = r -o" USE REMOVABLE ANCHORS ONLY @ 6 O.C. MAX. FOR TYPE I L 11 AND (a 12 0.C. MAX. FOR TYPE III. BUT 00 NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 1' (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) © DIRECT MOUNT DETAIL SCALE 3" = 1' -0" FINISH MATERIAL STUCCO. AND /OR PLYWOOD w J m 1— W W FINISH MATERIAL STUCCO, AND /OR PLYw000 — I EMB 1/4 - 20 S.S. MACHINE SCREW BOLT 8. WINGNUT @ PANEL MIOSPAN @ 51" 0.C. I• • w N Z0,./V) AZ x 1 1" OR 2' 9' L_ (MAX. DESIGN LOAD = 72 PSF) SCALE : 3" = 1• - 0" MIN. 2" x 2" x .125" MAX. L•• x L'• x 125" CONT 6063 - T6 ALUM. ALLOY OR 18 GAGE GALV STEEL ANGLE x 1 055" 5063 -T6 ALUM TUBE x 2" ; L_ 2" x 2" x 093•' STUDDED ANGLE 1 /[.' MACHINE SCREW BOLT 1 /L'• POWERS CALK - IN W/ 7/8" EMBED IN CONCRETE OR HOLLOW BLOCK Cal 6" 0 C EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 2" x 2" ALUM. TUBE BUILD -OUT © ALT. CORNER DETAIL SCALE 3" = 1' -0•• STORM PANEL ( Lo EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE 2" x 2" x 093" STUDDED ANGLE — 1/4 " -20 MACHINE SCREW STUD 8. WING NUT CO 6" 0 C FOR TYPE 1 2. 11 AND (a 12" 0 C FOR TYPE I11 - STORM PANEL 1 /4."m THRU BOLT (Ol 12 0 C ANGLE TO ANGLE CONNECTION 2" x 3'• 2 x L•• x 1/8" 2" x 5•' 6063 - T6 ANGL: F ASTENER SEE ANCHOR SCHEDULE. REF CONNECTION *TYPE 3' 1 -1/2" MIN 1 -1/2" MIN . I EDGE DIST /. NON- STRUCTURAL J W z a NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL (MAX. DESIGN LOAD = 72 PSF) \Y) STORM PANEL BUILD -OUT SCALE : 3" = 1*-0° /2" .. x x 2" 093" STUD ANGLE APPROVED AS COMPLYING MTH THE SOUTH FLORIDA BUILDING CODE DATE 0 Z BY Jilf '�� PRODUCT Co •• OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.O 1 - O l 2-L{ • 1 5 0 C 1/4 " -20 MACHINE SCREW STUD 8 WING NUT (a7 6 • 0 C FOR TYPE 18. 11 ANO012 "0C FOP TYPE III ro ' Z , I — N W cn 7 W V 2 ; ¢0; 0a.; O . • ..,=1 z m Z0 8 3 1;4 t• G �` F- 3 ggg Q• °°° of ,,, z - Un E-4r4 z E.4 1■1 z 0 U ZI I us I <I o f cri b >I W • N kIJ Z 0i KNE7EV I // PR7'ESS107.1. Eh ' EEn !FL Lljenn-e No: PE/00 •983 u.' 2 200J 0/18/ j A s r.nr[o v •.c.• o• •,tea otl 01 -210 I snee 0 r 7 — ) - 7 0S1 r/ DESIGN LOAD (WI (PSF) A ,;AL SHU -ER SPAN (L) (FT -IN) MINIMUM SEOARATION FOR INSTALLATIONS 30' OP LESS ABOVE GRADE (INCHES) MINIMUM Sr FOR :NS AL_ATIONS GREATER THAN 30 ABOVE GRACE (INC -IES) W/ BAR & BOLTS NO BAR ( YPE III ONLY) W/ NC BAR L0 0 5 0 2 -1/2 2 -1/2 1 -1/8 8- 5 2 -1/2 2 -1/2 1 -5/8 8- 8 2 -1/2 2 -1/2 1 -5/8 11 - L 2 -3 /L 3 -3 /L 2 -5/8 50 0 5 - 0 2 -1/2 2 -1/2 1 8- 5 2 -1/2 2 -1/2 1 -3 /L 8- 8 2 -1/2 2 -1/2 1 -3 /L 11 - 0 3 3 - 3 /4 3 60 0 5 - 0 2-1/2 2 -1/2 1 - 1 /L 8- 5 2 -1/2 2 -1/2 2 8 8 2 -1/2 2 -1/2 2 -1/8 10 - 0 3 3 -3/ 3 70.0 5- 0 2 - 1/2 2 -1/2 1 -1 /4. 8- 5 2 - 1/2 2 -1/2 2 -1 /L 8- 8 2 -1/2 2 -1/2 2 -3/8 9- 8 3 3 -3 /4 3 80.0 L- 0 2 -1/2 2 -1/2 1 -1 /4 8- 5 2 -1/2 2 -1/2 2 -3/8 8- 8 2 -1/2 2 -1/2 2 -1/2 9- 3 3 • 3 -3 /4 3 90 0 L - 0 2 -1/2 2 -1/2 1 -1 /4 6- .0 2 - 1/2 2 -1/2 1 -3/8 8- 9 2 -3 /L 3 -3 /4 2 -3 /4 100 0 L 0 2 - 1/2 2 - 1/2 1 - 1 /1. 6 - 0 2 -1/2 2 -1/2 1 - 1/2 8 - 3 2 -3 /4 2 -1/2 2 -1/2 110 0 L 0 2 -1/2 2 -1/2 1 -1 /L 6- 0 2 - 1/2 2 -1/2 1 -1/2 7 - 11 2 -1/2 2 -1/2 1 -1/2 120 0 L- 0 • 2 - 1/2 2 - 1/2 1 -1 /L 6 0 2 -1/2 2 -1/2 1 -1/2 7 - 6 2 - 1/2 2 -1/2 2 - 1 /1. NEGATIVE DESIGN LOAD w (PSF) TYRE 1 TYo_ 11 TYD_ III ALL MOUNTING CONDITIONS w/ ""U " HEADERS. "H' HEADERS w/ STUDS (a3 5" 0 C STUCDED ANGLE MOUNTS. F" TRACK MOUNTS W/ STUDS p 6 " 0 C 3 DIRECT MOUNTS w/ ANCHORS (Jc 6 0 r (TOP 3. 9OTTOM) ST000ED ANGLE MOUNTS. "F" TRACK MOUNTS W/ STUDS (a@ :2" 0 C & DIRECT MOUNTS W/ ANCHORS @ 5 " OR 12" 0 C (TOP 3. BOTTOM) L max (FT -IN) L max (FT -IN) L max (FT -IN) 30.0 8 - 5 11 - L 11 - L 4.0 0 8 5 11 - 1 11 - 1 50.0 8 -5 10 -6 10 - 1 . 60.0 7 -9 10 -0 9 - 5 65.0 7- 2 9 - 10 9 -0 70.0 6 -7 9 -8 8 -8 75.0 6- 2 9 -6 8 - 80.0 5 -9 9 -3 7 -8 90.0 5 -2 8 -9 6 -10 100.0 L - 7 8 -3 6 -2 110.0 L- 2 7- 11 5- 7 120.0 3 -10 7 -6 5 -1 130.0 3 -7 7 -2 4 - 9 14.0.0 3 -3 6 -8 L - L 150.0 3 -1 6 -3 L -1 160.0 2- 10 5 -10 3 -10 170.0 2 -8 5 -6 3 -7 180.0 2 -7 5 -2 3 -5 190.0 2 -5 4 - 11 3 -3 200.0 2 -3 L - 8 3 - 1 TABLE 1 - STORM PANEL SCHEDULE •NOTE FOR TYPE III - NO BOLTS w/ STEEL TUBE ARE REQUIRED TO HOLD PANEL SEAMS TOGETHER ANCHOR SPACING SHOWN IN TABLE 1 FOR DIRECT MOUNT SHALL NOT EXCEED THAT SHOWN IN FASTENER SCHEDULE TABLE 2 - SEPARATION FROM GLASS SCHEDULE APPROVED AS COMPLYING'MTH THE SOUTH FLORA A 8yILOING CODE DATE OI 3 PRODUCT C0 fl ROL DIVISION 8U'LDING COCE CCMPUANCE OFFICE ,AC :EPTANCE Nc 01 01 zy . I 5 1 7. 10 - IR I- . e o I N • I > : > � n __ im1 Jo • . ' V J. KNF]F_1aCH !PRAFEnbiONM:t. SERI 1F'_ I_!Cen .e No: F". 00 0983 a.,. 2 2001, 011:810: Al Matt„ T;∎•r1n f. •rnr.r:• •1 3. 01 -210 • sneef 5 o' 7 ANCHOR SCHEDULE . , =Aj - ENER "1AXI`^1fM j7;.-:iNC IIN,:'..ESI PECUIPEO cOa vAPIOUS (DESIGN' -OA05 ANC SPANS w 0 ¢ Z D — ~ v tit 0 :- ~- w— In . ` .LOAD AD TV ANCHOR (W) 'Sr -1 AX 2' EDGE DISTANCE 3'• EDGE DISTANCE 5•_0.. MAX SPAN 8' -5.. 11. -L.. `1 A:< S N C A MAX SPAN 5 . -0 - MAX SPAN 8•_5•• MAX S ?AN 11. -L., MAX SPAN CCN` = _ c'. _ :' N_ c :C•`JNC_ CN - - - E -v =- 1 - - - - - -' - 5 - -' .. 5 CCINNEC N 7 1 ; 2 3 L 5 ;;,NNE_ ICN - '' _ . , 2 3 - . 5 N _ C ■ON -7,:: - 7, - _ L. 48 12 i12 12 12 • 12 2 1C 1 • 9 12 12 8 6 9 12 12 12 12 12 12 12 12 11.12 12 6 12 9 11 12 12.12 11' 12 12 S • 8 7 9 12 j: 6 5 7 12:12 12 12 12 7 12 3 12 12 L 10 6 : 9 ).)11 6 2 � � 12 � , 12 ; , •2 ` t0 12 12 - . - 5 8 11 - � :. 5 •� 12:12 12 ,, 12 � 12 5 1 i2 7 10 12. 3 9 5 7 t /1/C."0 "m ?OWERS /RAW):' 72 CALK - IN w/ 7/8" EMBED & 1/L - 20 92 1 2 ! 7 1 9 7 1 1 1 2 3 S - 6 12 4 5 1 2 : 9 1 2 9 12 12:3 9: 5 8 12 • 3 .. L • SIDEWALK BOLT 200 (3 12 S 1 .- 5 '� 3 2 j 12 L 5 �j 3 . . L. 3 12 . 5 • . L • 6 •2 3 7 12 i 3 6 - L 48 12.12 :10 t 2. L L 9 6 12 j 6 3 4 9 - 4 � / 3 12:12 12 8 11 1 '2. 5 0" 5 5 12; 3 7, L 5 12 10 1 1 5 8 ; 2 ' V 5 3 L 1 2 1 1 2 ; 1 2 ` 6 . 9 1 2 ! 3 L 8 � 5 10,• 6 1 3 1 3 3 62 --- � V 72 12 6' 9: 4 6 1 / 5 8% L j 3 12 7:11: 7 12 . 7 ! 3 L 9 f 5 j t /L••0 C NAiL- 1N W/ ZAMA C NAIL - 1 -1/9 MIN EMBED. 92 12 3 ; 7 3 '; 5 �/ EIVAIV0 12 1 / �� 9 � •; %� L; ��/ � 6 200 7 YAW/ �/ /��/, / / / / /AI �/ �� %� � iA 7� ///� /AiA AAi'�%✓/ E i� �l�l / //A 48 12 12;1218! 121 5,6 11 5 '. 31 4 12 12 12:8;10 EMIUMMEMEMMI 62 12 1 0 1 9 1 6 I 7 12 5 3 4 9 " L j, 3 12 1 1 11 1 6 1 8 �il /Ail 1181111111111 w r . - 1/1. ELCO FEMALE •PANELMATE w/ 1 -1/4 MI S IDEEWA D LK BOLT 0 72 12 6 1 8 5 1 6 10 %// i! %�E'IU/ 12 6 9 1 5 1 6 10: Vii/ 92 12 3 6 4 5 /�!'�� 1 7 4 5 /I � " � j � �� 200 6 A �IIYji.� %�E I�%�A / - /� �� Mj '� %�/ ��5 � / r � /J /IWA: �Li'��r/ � /�� /l// 5 6 �/ - L8 12 12 12 8 10 12 4 7 5 6 111j/ 12 12 12 8 10 12 4 8 ...I MI= rl . \111111111111NW - 62 12 10 9 6 7 Di NDU%/ / �� 12 11 11 6 8 j 6 L 4 Fly 7 2 12 6 8 5 6 10 , 9A Ij- rya 12 6 9 5 6 Cr , 5 3 4 EI VAI /ii 1/ PANELMATE LE MIN EMBEDMENT 92 12 3 6 4 5 ��'/�/ �� y 12 3 7 4 5 �1� - /// 6 livillivEr 12 FINAK///��/ 7 200 6 j �i� %;iirl /�J /Y%/// 12 WAi■1 12 12 12 N ;�,11U111 11'd \llllllllllll1111 ►� 1/4 ITW TAPCON w EMBEDME N T 48 12 12 12 10 12 12 6 101 6 7 12 3 7 4 5 12 12 8 12 3 9 5 1 6 62 12 12 12 8 9 12 3 7 1 4 5 I// 12 12 12 9 11 12 4 9 5 6 Er® 72 12 8 11 7 y R � / 8 ��i/gA/ ��r�r�� ©12 9 12 8 9 12 3 8 4 5 EI i %NI 92 12 4 8 5 6 10 Animp Afl 1 11 6 7 WAS 3 4 Ei Em 200 8 �/. NIIIIV ��[l� i/ %��l�U�afi1/�� 1 55 5 3 3 F 5 3 3 WARM am 48 - 62 12 12 12 12 12 11 11 8 12 121 6 8 1 6 1 8 10 121 3 1 6 1 5 1 6 121 3 1 6 5 Er 5 3 5 I. 12 12 12 12 12 12 12 12 8 12 8 10 121 4 110 1 6 1 7 12 11 12 12 4 10 6 7 E 7; 4 15 V. OM tuu %t%u —' 72 12 8 9 7 9 IlEr 5 1 4 1 5 10; 4 3 3 12 10 12 9 11 12 3 9 S 6' 6 1 4; 4 1 S L E E VIE ANCHOR W / MIN. EMBED 92 12 8 7 5 7 %��l %� 12 6 jI1111111 121 7 8 EVAIUMEIVAIIIMI /. 200 9 V / ��/%�! ZEIWAI / / //�j • 48 12 12 12 12 12 121 9 11019 1 11 1215 1 8 1 7 8 12 12 12112 12 12 11 12 12112 121 6 1121 9;10 1 62 72 12 12 12 12 12 12 12 11 12 121 5 1 8 1 7 1 9 12 121 121 3 1 6 1 5 6 7 5;415 12 12 12 12 12112 12 12 6 12 9 111 121 4 1101 7 1 8 11y 12112112 12 5 11 819 121 3181617 1/1.•0 POWERS /RAWL DROP -IN & (3/4 MEAD) w/ 1 -1 /c MIN. EMBED. 92 12 7 1 9 8 10 12. 5 1 5 1 6 12 . 4 1 4 5 12 8 12110112 12 3 9 6 1 7 12 7 1 5 1 6 200 12 r �� 12 4 1 4 1 5 r / - IM 7 5 1 6 12 : / 7 1 5 1 6 6 1 3 It. UrAIMI ;!1111111 11111111111111111 "1 3/16 °_LCD T A P C O N 1 -3/8 MIN. EMBED 48 12 121 8 5 6 101 3 5 1 3 1 3 12 12 111 6 7 11 3 62 12 6 6 4 5 /� W A 12 7 1 8 1 4 1 5 8 45 ASIC ��//�� 72 11 4 1 5 3 1. MEW/ AI E'�i�� ////1� 12 4 1 7 ; 4 1 4 �� /// r 92 8 4 /�� jA'W ///1/// 10 5; 1 3 / / /// % % � 1�////� �� „ �� " f '//� / �� A 11 W .i�� 'liGGl ��%//f/ III %//.. Gr� 1211 !/�� GAG% I ��f� r��i � '(GC 2 00 all /tP /M 11. 10 ANCHOR NOTES 1. SPANS S. LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE I. PAGE 5 2 ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN 4 REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x L•• (MIN.) WOOD STUD. WOOD SHALL BE SOUTHERN PINE G = 0.55 OR BETTER DENSITY. 7. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS WITH MIN. EMBEDMENT INDICATED ABOVE. 8 1/4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/L -20 SIDEWALK BOLTS. 9. DESIGNATES ANCHOR CONDITIONS. WHICH ARE NOT ACCEPTABLE USES 10 EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK. OR W000 FRAMING. WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE. IT IS FOR PRESENTATION ONLY. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. REQUIRED FOR DIRECT MOUNT (a 6 OR 12.. SPACING ONLY. SPACING NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE APPROVED AS COMPLYING WITH THE SOUTH FF IDA BUILDING CODE DATE BY PROCUCT CO OL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO.OI - 0I 24 • (� ro Y -., e W W (1 7 u W U c a. O = < O • _0 5 1 • 0 o (n A • Q' y z 5 0 w z e . W C p V W W ti Z zl § ► O 1 2 W :2Q I I Q. O OW 1 O : �J U= : Z = 1 ' V.J. KNEZEVtQH :oRJftssion •LErr iMEER FL LIc4 e No: PE./30 I)963 cv 0 1 -21 0 s„eer b oI 7 1 MIA till IOADE Eta PRODUCT CONTROL NOTICE OF ACCEPTANCE Shutter Products International, LLC 6200 Mctroplex Fort Meyers ,FL 33912 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 0I- 0831.01 EXPIRES: 01/31/2007 APPROVED: 01/31/2002 11s045000I1pc2000\ \templates \notice acceptance cover page dot Internet mail address: pustmastern huildingcodeonlinc .cum MI : \I\1I -1)ADE COUNTY, FLORIDA \Ili I•RO -DADS FLAGLER BUILDING I.I)ING CODE C(DII'LIANCE OFFICE \Ili'I•RO -DARE F BUILDING i) \Vl S F FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2903 1 NTU.\( :lOR I•:NrOM:I ::\II :NT DIVISION (305) 375.2966 FAX (305) 375 -2903 Your application for Notice of Acceptance (NOA) of: Aluminum Accordion Shutter under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County 13uiIdin�g Code Compliance Office (BCCO) under the conditions spceilied herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time 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 by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. :ON'I•UACI LICENSING SE(1 t(N (305) 375 -2527 FAX (305) 375.2553 PRODU(:I. CONTROI. DIVISION (305) 375.2902 FAX (305) 372 -6339 I■:lu1 Rodriguez. Chief Product Control Division TIIIS IS THE COVERSI IEI F, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & I'ROI)UCI' REVIEW COMM rr This application for Product Approval has been reviewed by the 13000 ,Intl approved by the Building Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions set forth above. ,77"'-°"ie Francisco J. Quintana, R.A. Director iami -Dade County ISl1ilding Code Compliance Office Iontepa4e: It ip: / /,,‘vw.huildingcodconlinc.conr Shutter Products International, LL,C NOTICE OF ACCEPTANCE: ACCEPTANCE No. . API'ROVI':I) EXPIRES SPECIFIC CON 01-0831.01 01/31/2002 01/31/2007 1. SCOPE This approves an aluminum accordion type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SF13C Chapter . 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. PRODUCT DESCRIPTION This aluminum accordion type shutter and its components shall he constructed in strict compliance with the following documents: Drawing No. 97 -33, titled "Accordion Shutter Details ", prepared by AI- Farooq Corporation, dated October 15, 1997, last revision /.0 dated January 05, 2002, sheets 1 through 5 of 5, signed and. sealed by 1-lumayoun Farooq, P.I., hearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All perIlmnent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This aluminum accordion type shutter and its components shall he installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Appro■ed ". 6. • I3UILI)ING 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 identilicd 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 (SF13C) in order to properly evaluate the installation of this system. l-Ielnly A. ¶ akar, P.12.- Product Control Examiner Product Control Division Shutter Products International, I,I,C 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. ENI) OF THIS IIS ACCEPT ANCI': ACCEPTANCE No. : 01- 0531.01 A1'I'ROVEI) 01/31/2002 EXPIRES 01/31/2007 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been Iilcd and the original submitted documents, including test - supporting data, engineering documents, are 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: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. h. The product is no longer the same product (identical) as the one originally approved. c. II' the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation ol'the product. d. The engineer, who originally prepared, signed and settled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture oldie product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of revision application with appropriate Ice) and granted by this office. 5. Any oldie Ibllowing shall also be grounds for removal of this Acceptance: a. Unsatisfactory perlormancc (Willis product or process. b. Misuse of this Acceptance as an endorsement of any product. Cor sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the %vords \1iatni -Dade County, Florida, and followed by the expiration date tray be displayed in advertising literature. II' 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 he 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 needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause liar termination and removal of Acceptance. N A I Iclmy A. akar, P.E.- Product Control Examiner Product Control Division MINIMUM SEPARATION FROM GLASS SEPARATION REQD. DUE TO WIND LOAD SEPARATION REOD. DUE TO LARGE MISSILE IMPACT SHUTTER SPAN - H - IN. DESIGN LOAD - Pd - PSF FACTOR - K - Pd /100 - IN. READING FROM SPAN D. CURVE - D - IN. DEFLECTION AT Pd =I K'D - IN MIN. SEPARATION REQD. - K'D +1" - IN. SLAT SPAN UPTO SEPARATION 86" 2 -1/2" 96" 3 -1/4" 164" 4 - 1 /2" FOR INSTALLATIONS UPTO 30' OF GRADE USE MAXIMUM OF WIND LOAD OR IMPACT LOAD REQUIREMENTS SHOWN ABOVE FOR INSTALLATIONS ABOVE 30' OF GRADE IGNORE LARGE MISSILE IMPACT REQUIREMENT. NOTE NO PART OF SHUTTER SHALL BE UNDER 30' ABOVE GRADE TO WANE LARGE MISSILE IMPACT REQUIREMENT. .125 TYP. 2.600 .832 .750 2.600 J.094 .832 .094 I-.- CEILING HEADER 6063 -T6 3.115 .094 H 1.968 -11.053 1.053 .125 TYP-.1 L .094 -� WALL HEADER 6063 -T6 4.115 1.000 2.062 .094 .125 TYP 1.812 1.265 -=•' 434 5.115 2.000 ----- 2.062 .094 ,434 BUILT -OUT WALL HEADER 6063 -T6 .125 TYP �- 1.812 -a -1.265 2" BUILT -OUT WALL HEADER 6063 -T6 .500r- .781 -.078 1'250 -=1 -1. PULL HANDLE (OPTIONAL) 6063 -T6 .330 1.053 - -.094 .330 1.725 -- 1 1.725 ---- J .094 1 2.125 1.000 2.444 - .510 2.250 2.040 F° -1.530 1.725 1 078-- 1.969 2.226 - r- 2.440 FEMALE LOCKING SLAT 6063 -T6 .078 .434 1.375 L P---- 2.834 1.297 L 2.835 -2.070 1.556 1.969 .094 2.256 2.470 1.203 .718 .514 1.000 r 89' b [1=- -1.484 -4...1.044 4.167 THRESHOLD TRACK 6063 -T6 2.250 2.444 1.000 2.125 MALE LOCKING SLAT 6063 -T6 3.115 .718 1.725 .078 TYP-1 a 1.044 1.359 �. BOTTOM SILL TRACK 6063 -T6 .5¢3 BOTTOM TRACK ADAPTER 6063 -T6 .875 .156 .078 .405 F73672 .856 .269 u3 S0 II.980 1.636 1 1,1 1 LOCKING SLAT INSERT 6063 -T6 .498 R.241 1.507 1.810 R.303 r.062 FFMAI F END SLAT 6063 -T6 ENGINEER'S SEAL COVERS THE AZEOWCY OF COMPONENTS AND ANCHORS SHOWN oN THIS DRAWING. COMPUANCE WTTH SITE SPECIFIC LOAD REQUIREMENTS TO BE VERIFIED BY OESIGN ENGWEER OF RECORD. .498 DEFLECTION CURVE AT 100 PSF SHUTTER PRODUCTS INTERNATIONAL :ACCORDION SHUTTER EI- 8347443.71 : DEFL CURVE FOR ( +) LOAD ONLY FOR LOADS OTHER THAN 100 PSF SEE SCH.� 97 -33 Dv r 60 ltd 88 90 100 110 120 130 140 120 SLAT SPAN- INCHES GENERAL NOTES 1 THIS PRODUCT I5 DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -DADE COUNTY OR FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALL EXTRUSIONS SHALL BE ALLOYS AS SHOWN ON DETAILS. • 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS, NUTS AND WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4. OR 7075 -T6. 7. DESIGN CRITERIA FOR SLATS: MAX DEFLECTION S L /30 FOR NEGATIVE PRESSURE AND THE LESSER OF L /30 OR 2" FOR POSITIVE PRESSURE. 8. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. R.303 R.241 1.060-- ALT. END SLAT 6063 -T6 .062 EngrO .7 IlUA•AYOUN FAROOQ STRUCTURES F1A.. h1: # 16557 R.303 .205 R.241 R.112 R.174 I9 N ID N 2 m 4.571 4.032 .056 ST 6005 -T5 6061 -T6 SLAT PERFORMANCE CHART 3.000 2 X 3 X 1/8" 2 X 4 X 1/8" 2 X 5 X 1/8' BUILT -OUT ANGLES 6063 -T6 SHUTTER PRODUCTS INTERNATIONAL MAX. DEFLECTION SPAN /30 FOR ( -) LOAD SPAN /30 OR 2 - FOR ( +) LOAD 97-33 SPC 60 70 BS 90 100 110 1211 130 140 1S0 1.G SLAT SPAN - INCHES USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM GLASS. PRODUCT MARKING A LABEL SHALL BE AFFIXED ON LOCKING MEMBER OF UNIT ABOVE THE LOCK WITH FOLLOWING STATEMENT 'SHUTTER PRODUCTS INTERNATIONAL, LLC FORT MYERS, FL "DADE COUNTY PRODUCT CONTROL APPROVED" THIS IS NOT A MASTER DRAWING. VAUD ONLY FOR ONE TIME PERMIT. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED 1 BY PREVAILING BUILDING CODE. ( ) in c 0 v ■ N U M N w z 0 0 U Q c 0 0 rA 0 'G 0 C 0 0 0 0 0 CO 0 O 0 0 a, w 0 drawing no. 97 -33 (sheet 1 of 5 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 3 1 - D 4 1 - E - - 2 OMIT MAX. SPACING BETWEEN ANCHORS TO 6' 0.C. ANCHOR TYPE CHART TO USE C. BLOCK WOOD A _CO3 1 - D 4 2 - E - - 1 UMIT MAX. SPACING BETWEEN ANCHORS TO 12' 0.C. ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 4 1 - 0 4 2 - E - I - 1 3 OMIT MAX. SPACING BETWEEN ANCHORS TO 6' 0.C. ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 5 3 - D 6 5 - E - - 5 UMIT MAX. SPACING BETWEEN ANCHORS TO 24' 0.C. ANCHORS SAME AS HEADER 5/16' MIN. TYP. ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, TILES, ETC.) WALL MOUNT$ SECTION A -A .500 DIA NYLON BUSHING 0 F(1 rrNFR01 N(1TFC ANfl FXTRUSION DETAILS SEE SHEETS 1 OF 5 C B A A e 0 Ed ■ TYPICAL EDGE DISTANCE CONC. & BLOCK ■ 12d (12 ANCHOR DIAMETERS) W000 ■ 5d FOR LESSER EDGE DISTANCES SEE SHEET 5 OF 5. TYPICAL ELEVATION M 10 X 3/4' TEKS e 6' O.C. ANCHOR CHART TO USE TYPE CONC. BLOCK (WOOD E UNIT MAX. SPACING BETWEEN ANCHORS TO 6' 0.C. HEADER AND SILL DETAILS CAN BE USED IN ANY COMBINATION. Ed SECTION B -@ * 14 X 3/4' TEKS e 6 O.C. V 1 -1/4' MIN. lEngn DR.• kV YOUN FAROOQ STRUCTURES FLA. PE # ?8557 ° ° 1' MIN. 1 -1/4' MAX. Ed 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 5 X 1/8' ALUM ANGLE 6063-16 1-0—EQ BUILT —OUT CONDITION * 14 X 5/8' TEKS — e 6' 0.C. EQ --1 _ ANCHORS SAME AS HEADER 1 : -� ° 1' MIN. 1 -1/4' MAX. !I 1 -1/4' MIN I I d • ANCHORS -3 .1 SAME AS HEADER . SECTION C -Q N 14 X 5/8' TEKS e 6 0.C. W W N zs`' Z U zW 0 CI O 0 C O w o r) O 0' Q r� Q a cn o0 0 `\' w w N ° � 1 z�.. Z N Q uj W.M -- C ) 0 4) 0 c. 0 0, 0 v T 4, 0 0 c ) Of n 0 c. 2 S o _ 1 drawing no. 97 -33 (sheet 2 of 5 1 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 5 3 - D 5 4 E 1 - 1 - E - - 2 UMR MAX. SPACING BETWEEN ANCHORS TO 6" 0.C. ANCHOR TYPE CHART TO USE CONS BLOCK WOOD A 5 3 - 0 I 6 5 - E 1 - 1 - 5 UM(T MAX. SPACING BETWEEN ANCHORS TO 24" O.C. 4 ANCHOR A,D,E O 12" 0.C. 1 X2X1/8" 1 -1/2 X 2 X 1/8" 2 X 2 X 1/8" 2 X 3 X 2X4X1 ALUM ANGLE AS REGO. AT BUILT -OUT CONDRIONS # 10 X 3/4" TEKS jr 0 12" O.C. END CONDITION AT BUILT —OUT BUILT —OUT HEADER SILL SIMILAR Ed. —°1 ALUM (TYP) FOR END CONDI110N 0 BUILT -OUT SEE DETAIL LEFT LOCK HANDLE CAN BE INSTALLED INSIDE OR OUTSIDE ALT. SILL FOR MIN. SEPARATION SEE SCH. SHEET 1 (TYPICAL) 1 SECTION D —D GLASS Engr. CR..'HUMAYOJN FAR000 STRUCTURES FLA. 'Pt / 16557 2002 # 10 X 3/4' TEKS e 12' D.C. FIXED CORNER DETAIL ANCHORS A,D,E 0 12" 0.C. 2 X 2 X 1/8" 2 X 3 X 1/8" 2 X 4 X 1/8" 2 X 6 X 1/8" ALUM TUBE (6063 -T6) #10 x 3/4" TEKS 3 /ANGLE 1 -1/2 x 3 x 1/8" ALUM ANGLE TOP & BOTTOM 1/4" 0 TAPCONS 2/ ANGLE • 00 • to Z • cc as Oc far fg 0 (A nt U L z ao 0 `~ GL. I C/ ° z �., W eTh N N 0 N rn z 0 0 cr 0 0 C - LJ 0 U.1 w h 0 0 N c• 0) r) r) U- (1) 0 4.. ( c 0 U a) CD u v in c o, o • 0 �•c 0 i a u drawing no. 97 -33 (sheet 3of 5 ANCHOR TYPE ANCHOR SPACING INCHES UPTO 50 PSF UPTO 70 PSF WOOD - CONC BLOCK WOOD CONC BLOCK A 11 4 a D 9 3.75 - 8 2. - E - - 12 - - 9 EXISTING WOOD TRUSSES 0 24" 0.C. MIN. 2x4 MEMBERS MIN. S.G. = 0.51 2 X 5 X 1/8" ALUM ANGLE CONT. (3) # 14 S.M.S. 0 EACH RAFTER 2" MIN. PENETRATION A FOR SHUTTER HEIGHT OF 108" MAX. DESIGN LOAD = 38 PSF FOR SHUTTER HEIGHT OF 96" MAX. DESIGN LOAD = 43 PSF FOR SHUTTER HEIGHT OF 84" MAX. DESIGN LOAD = 49 PSF it 10 X 3/4' TEKS_ e 6' O.C. z 1/4" PLYWOOD EXISTING SOFFIT # 14 X 3/4' TEKS e 6' O.C. 2 x 4 x 1/8" 2 x 5 x 1/8" ALUM. ANGLES 1/4" THRU BOLT W/ WASHER & NUT 0 5" O.C. COUNTER TOP CONDITION (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. #14 X 1' HEX HEAD SELF DRILLING SCREWS e 6' 0.C. EQ. WOOD STUD 0 24" 0.C. REQUIRED; # 10 X 3/4' TEKS_ e 6' 0.C. 1 # 14 X 3/4" TEKS 0 5" 0.C. EQ 1114 SMS e 6' O.C. #14 X 3/4' TEKS e 6' 0.C. 1" X 4" X 1/8" CONT. ALUM TUBE W/ (3) 1/4" 0 X 4" LAG SCREWS 0 EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD Eng GF2.. HUMAYCUM FAROOQ STRUCTURES VIA PE # .10557 WOOD HEADER REQUIRED ANCHOR TYPE W/ 1-1/2" MIN. PENETRATION TO EXISTING WOOD HEADER USE CHART #3 Q 1' MIN. 1 -1/4' MAX. 2 X 3 X 1/8" 2 X 4 X 1/8" - 2 X 5 X 1/8" ALUM ANGLE # 14 X 5/8' TEKS e 6' 0.C. <TOP & BOTTOM) 7E0 ANCHOR TYPE USE ANCHOR CHART #3 2" X 6" CONT. - W/ (3) 1/4" 0 X 5" LAG SCREWS 0 EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD INSTALLATION DETAIL ON EXISTING WOOD BUCK$ IOU : 1/4•_l" FOR SHUTTER HEIGHT OF 108" MAX. DESIGN LOAD = 85 PSF FOR SHUTTER HEIGHT OF 96" MAX. DESIGN LOAD = 111 PSF FOR HEADER /SILL DETAILS CONNECTED TO CONTINUOUS WOOD MEMBERS SEE SHEETS 2 & 3. J _ H LiJ 0 W < c 0 0. ' 0 V) 4, v .0 0) c 0 o " ` c a) 0 0 m 0 • 0 0 1 0 a drawing no. 97 -33 (sheet 4of 5 FASTENER SPACING IN CONC. & MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DIST.112d= 3110d= 2 -1/2 "1 8d =2" 6d- 1 -1/2" I5d= 1 -1/4" FACTOR 1 1.00 I 0.86 1 0.71 0.57 1 0.50 EXAMPLE: FOR 3" EDGE DIST. SPACING = 12" 0.C. (FROM CHART) FOR 2" EDGE DIST. SPACING = 12 X .71 — 8.5 0.C. . 2 N CO ti IS LL cn a 19 0 0 J Z 1 M W m 0 19 -I S0 m co I le 3" ANCOOP SP 4C E ANCHOR CHART 1 97 -33A1 co I9 70 90 110 130 SLAT SPAN - INCHES 70 90 110 130 SLAT SPAN - INCHES 1S0 150 170 ANCHOR CHART 4 97 -33A4 170 N N N CO -1 m co m •0 50 CO OR iPAC \ 3 - INCH 6 - E ANCHOR CHART 2 97 -33A2 1G IIIT 1111 E9 ea 50 70 90 110 130 SLAT SPAN - INCHES 70 90 110 130 SLAT SPAN - INCHES 150 150 170 170 m N CO U. 43 N 0. aa 0� J m Z N L9 " CJI H o -. co m CO 3 ANCHO' SPACE ANCHOR CHART 3 97 -33A3 60 70 90 110 130 SLAT SPAN - INCHES S0 70 90 110 130 SLAT SPAN - INCHES 150 150 170 ENGINEER'S SEAL COVERS THE ADEQUACY Of COMPONENTS AND ANCHORS SHOWN ON THIS DRAWING. COMPLW+CE wrtH SITE SPECIFIC LOAD REQUIREMENTS 10 BE vERIrED BY DESIGN ENGINEER OF RECORD. USE CHARTS 1 THRU 6 TO VERIFY ANCHOR REQUIREMENTS AND STRESS LIMITATIONS OF LOAD /SPAN COMBINATIONS FOR HEADER AND SILL. TYPICAL ANCHORS ANCHOR ®= 1/4" DIA. TAPCONS. BY ELCO. 1 -3/4" EMBEDMENT TO CONC. 1 -1/4" EMBEDMENT TO BLOCK ANCHOR QD = 1/4" RAWL CALK —IN. TOTAL ANCHOR BODY INTO CONC. OR BLOCK ANCHOR pE _ #14 SMS OR 1/4" DIA. LAG SCREWS 1 -1/2" MIN PENETRATION INTO WOOD (S.G. =0.55) NOTE: ANCHORS. USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) Env DR.. NUMAYCU"1 FARO%) STRUCTURES FLA. PE # 16557 TYPICAL EDGE DISTANCE IN WOOD = 1-1/4" NO REDUCTION FACTOR IS REQUIRED z O I-1 d 0 O O' 0 0 Z 0 N w O . In 0 0 O 0 0. .` 0 'v .G O '0 0 ) • • 0 2 .0 c ) drawing no. 97 -33 (sheet 5 of 5 ANCHOR CHART 6 97 -33A6 iiiL." AltICH R SPAC: 1111 ®1∎ ■ ■ ■ ■ „�_:. OINSISISINIA RIIMINEN IIIEREMI ■ ■■ 11 . 2 N CO ti IS LL cn a 19 0 0 J Z 1 M W m 0 19 -I S0 m co I le 3" ANCOOP SP 4C E ANCHOR CHART 1 97 -33A1 co I9 70 90 110 130 SLAT SPAN - INCHES 70 90 110 130 SLAT SPAN - INCHES 1S0 150 170 ANCHOR CHART 4 97 -33A4 170 N N N CO -1 m co m •0 50 CO OR iPAC \ 3 - INCH 6 - E ANCHOR CHART 2 97 -33A2 1G IIIT 1111 E9 ea 50 70 90 110 130 SLAT SPAN - INCHES 70 90 110 130 SLAT SPAN - INCHES 150 150 170 170 m N CO U. 43 N 0. aa 0� J m Z N L9 " CJI H o -. co m CO 3 ANCHO' SPACE ANCHOR CHART 3 97 -33A3 60 70 90 110 130 SLAT SPAN - INCHES S0 70 90 110 130 SLAT SPAN - INCHES 150 150 170 ENGINEER'S SEAL COVERS THE ADEQUACY Of COMPONENTS AND ANCHORS SHOWN ON THIS DRAWING. COMPLW+CE wrtH SITE SPECIFIC LOAD REQUIREMENTS 10 BE vERIrED BY DESIGN ENGINEER OF RECORD. USE CHARTS 1 THRU 6 TO VERIFY ANCHOR REQUIREMENTS AND STRESS LIMITATIONS OF LOAD /SPAN COMBINATIONS FOR HEADER AND SILL. TYPICAL ANCHORS ANCHOR ®= 1/4" DIA. TAPCONS. BY ELCO. 1 -3/4" EMBEDMENT TO CONC. 1 -1/4" EMBEDMENT TO BLOCK ANCHOR QD = 1/4" RAWL CALK —IN. TOTAL ANCHOR BODY INTO CONC. OR BLOCK ANCHOR pE _ #14 SMS OR 1/4" DIA. LAG SCREWS 1 -1/2" MIN PENETRATION INTO WOOD (S.G. =0.55) NOTE: ANCHORS. USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) Env DR.. NUMAYCU"1 FARO%) STRUCTURES FLA. PE # 16557 TYPICAL EDGE DISTANCE IN WOOD = 1-1/4" NO REDUCTION FACTOR IS REQUIRED z O I-1 d 0 O O' 0 0 Z 0 N w O . In 0 0 O 0 0. .` 0 'v .G O '0 0 ) • • 0 2 .0 c ) drawing no. 97 -33 (sheet 5 of 5 lIE1 U CONSISTS OF 2 SECTIONS 18' 2 SECTIONS 21" 6-11 1 SECTION 18" 3 SECTIONS 21" 7 4 SECTIONS 21' - 7*- 3 - - 7-6 5 SECTIONS 18' - F°7-6" 7-9 4 SECTIONS 18' 1 SECTION 21' N>< 3 SECTIONS 18 2 SECTIONS 21' E-3 ' 2 SECTIONS 18' 3 SECTIONS 21' 8-8 1 SECTION 18' 4 SECTIONS 21" f -9 5 SECTIONS 21' - I 6 SECTIONS 18 - f-3" 5 SECTIONS 18' 1 SECTION 21" f-6 4 SECTIONS 18 2 SECTIONS 21 1 - 9 - 3 SECTIONS 18' 3 SECTIONS 21" ar 2 SECTIONS 18' 4 SECTIONS 21" 1I-3 1 SECTION 18" 5 SECTIONS 21" W-6 6 SECTIONS 21' - Ii-9 6 SECTIONS 18 1 SECTION 21' itf 5 SECTIONS 18' 2 SECTIONS 21' 11f-3 4 SECTIONS ir 3 SECTIONS 21 IF -6 3 SECTIONS ir 4 SECTIONS 21' 11 2 SECTIONS ir 5 SECTIONS 21' Q 1 SECTIONS 1C 6 SECTIONS 21' 1111 -3 7 SECTIONS 21' - 1F-s 4 SECTIONS 16''2 SECiiONS 21" ir-9 5 SECTi0N5 ir 3 SECTIONS 21' 13 4 SE7C110NS ir 4 SECTIONS 21" 11T -]r 3 SECTIONS 1E" 5 SECTIONS 2r i1<-s 2 SECTIONS it 6 SECTIONS 21' IF- 1 SECTION ir 7 SECTIONS 21' 14 6 SECTIONS 21 - 1K 3 6 SECTIONS 18 3 SECTIONS 21' Tit -s 5 SECTIONS 16" 4 SECTIONS 21' i r-S 4 SECTIONS 110 5 SECTIONS 21' 15' 3 SECTIONS i1 6 SECTiONS 21" 1S -3" 2 SECTIONS 1r 7 SECTIONS 21" 1f -6 1 SECTION 1L" 8 SECTIONS 21 6 - 4 SECTIONS 21" - %6' 6 SECTIONS NI' _4 SECTIONS 21" .J .071' X 7 -1/2' GALV_ STEEL ENO ROLLER HINGE w/ (6) 114 X 5/8 SUS LOCK 2/ DOOR 3" X 1-1/2 X 6-1/2" X _1 STEEL WITH (2) /14 X 3/4' SELF ORIWNG SCREWS 7 X 7 GALV. AST TYPE CABLE & =0- PRESS SLEW W/ MIN. 5 TO 1 SAFETY FACTOR OUTSIDE HANDLE OPTIONAL VENT MAXIMUM OPENING AREA 120 SQ. IN. MAX. DOOR WIDTH OUTSIDE KEYED LOCK LOCK BAR MCKIING.SHOWN .071' X 7 -1/2' GALV. STEEL CENTER HINGE W/ (c) 114 X 1/2" SMS SPRING LOADED SUDE BOLT LOCK (BOTH SIDES) FASTENED NTT/ (4) 114 X 1/2 S.M.S. 5/8" miff. LOCK ENGAGEMENT CONFORMS TO / SFBC 3603.2 REGARDING GARAGE DOORS CENTER STILE LOCK BAR GUIDES INSTALLED ON END STILE _18T X .6W LOCK BAR ENGAGES IN TRACK 011 MB SIDE OF DOOR INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES 1. THIS STRUCT IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING COG: 1994 EDR10N FOR DADE COUNTY. ALSO FOR WIND LOADS AS PEE. /SCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHELL BE AS USTEO. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR :T000O. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 4. A/ 4CHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN ul THESE DETAILS RE NOT PART OF THIS APPROVAL L K O O a rn z 0 W V1 U o W o z 0 0 O f- o a O N 1 Z c o W H DAB DOOR MODEL 824 MAX. SIZE 9 -4" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 50.0 PSF -' 60.0 PSF Engr. DR. HUMAYOUN FAR000 STRUCTURES FlA.. PE / 16557 L 1:. :,1iil 111E ,- - • .r 73 CODE AUG ,' _ 2001 .. — / F JUL 10 .. : 0/-OS16.03 Th C) 1 z °' 0 rn zW tO 0 C AO 1.-4 H N O 0 cl CD C4 cz A L. o V1 d U W 0 Z rl O of n w o .D Q Q Y P4 V) CCI 0 N L=, to 0 r01 1 T in -s -c 6 N W. 3 N c 0 N .> 0 0 0 c 0 U N d 0 d 0 0 0 0 u 0 u a O 0 • I o to 0 1 drawing no. 01 —09 (sheet 1 of 3 1• 1 1 STEEL 1RACK BRACKET FASTENED TO WOOD JAMB WUH ONE 5/15 X 1 -5/8" LAG SCREW SOUTHERN PINE 0.55 S.G. OPTIONAL STOP MOWING BY DOOR INSIRLLER 3/4" MAX. 1.9" X 2.119" X 3.3" X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 2-1/1r X .078' GALV. STEEL TRACK FAWNED TO TRACK PLATES wf 1 4-20 X 5/8" TRUSS 10 . M.S. & LOCK NUT /14 X 5/8" SMS 6 PER HMGE a__u 11-11 7/16" PUSHNUT 1NSTALLEO ON ROLLER SHAFT 1/2" X 1 -3/4" X X59" FORMED STEEL -GLUED TO PANEL AND SECURED TO END STILE WTIN 3/16' POP RIVETS 0 12' O.C. 7 -1 /2 X .050" GALV. STEEL - CENTER HINGE 1 -7/8" X 2 -5/6" X .045" STE:1 - CENTER STILE. GLUED ANO RIVE1T_D TO PANEL W/ (4) 3/16" RIVETS 19 X 5/8" S.M.S. 4/ 1<INGE SECTION B -B INTERIOR SIDE POP RIVETS 7-1/2' X .071 END ROLLER HINGE FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES 0 4" O.C. 3/4" X 2" X 2 -1/2" X 18 CA S1ttL (.0.0 4 .`1") _END STILE. CONNECT TO PANELS WITH FLAPS AND 3/16" ALUM RIVETS SEE DETAIL ABOVE 3 -3/4" MIN. EDGE DIST. 1 1/4" • .� 5/16" HILTI SLEEVE ANCHORS OR EQUAL — 1 -1/2' MIN. EMBED INTO MASONRY 1 PER BRACKET 1/4 -20 SS BOLT & NUT 1.82" DIA. X .50" ROLLERS W/ .44 DIA. X 4 -1/4' STEM 24 GA. STEEL PANEL 3/16" ALUM RVETS Engr: DR. `KIMAYOUN FAR000 51RUC URES FLA. PE j 16557 r JUL 1 2 2001 P.Fi.O7LD AS CG ?.':PL'IifG 1'iliH HIE SOU 'S FLDC!^.\ D!!I D G CODE e' : AUG._!`_ .2001 _ __ v c 0 a- t c 0 0. 0 h 0 0 ,c 0 N 0 a 0 0 drawing no 01 -09 sheet DOOR HEIGHT • SECTION HEIGHTS I EMBED I SPACING BRACKET PLACEMENTS 1ST 2ND 3RDI4THISTHI B1 BLOCK 82 1 B3 I 84 85 86 87 B8 6' -0" 18" 18" 18' 118' IN /A 1" 11 -3/4 "1 23' 34" 45' 56" 67" ___ 6' -6' 21" 18" 18' 121 " N /A 1" 1 1 -3/4 "I 23" 34" 45" 56" 67' - T -0" 21 " 21'121" N/A 1" 11 -3/4 1 23" 34" 45" 56" 67" 78 -1/4 7' -6" 18" 18" 18'118" 18" 1" 11 -3/4 "I 23" 34' 45" 56" 67" 78-1/4" 8 -0" 21" 18' 18"118 1" 111 -3/4 "I 23" ( 34" 45' 56" 67" 78 -1/4" SLEEVE ANCHOR SPACING ANCHOR! STRUCTURE EMBED I SPACING BLOCK 1 -1/41 1-1/4'1 11" 11' 5/16" I - CONC. BLOCK 1 -1/41 1-1/41 14' 17" 3/8" I CONC. o • • n 0 0 0 J a 1 t t;7;;1 $ ECTION A - POP RIVETS .089 CALV. STEEL ADJUSTABLE SURE FASTENED 10 BRACKET M/ S 16-18 X 3/4' HEX HEAD IL SCROYS & NU HORIZONTAL REINFORCEMENT 1/2 X 1 -3/4" X .059' FORMED SILLL =ED TO PANEL AND FASTENED TO VERTICAL mLE_S WITH (2) 3/16• POP RIVETS " 2-7/8" X 5 -1/2' X 3" X .1" CALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) f 14 x 5/8" S.N.S. HORIZONTAL REINFORCEMENT 1/2" X 1 - 3/4" X .059" FORMED STEEL CUED TO PANEL AND FASTENED TO VERIZCALL STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING RIB 0 /16" DIA X 3 -3/4" ROLLER SHAFT VPTIONAI INSUI ATIONS BY APACJIF PRODUCTS co EPS- EXPANDED POLYSTYRENE DENSITY 8. 1.07 PCF A j 98- 0904.04 OR 60 -25 POLY- ISOCYANURATE DENSITY • 2.0 PCF ILOA 1 98- 0904.03 14 GA GALV. SILLL ROLLER HINGES FASTENED W/ (4) f 14 X 5/6' SUS IAN. .024" ROLL FORMED SILL PANEL DRAWING QUALITY G-40 TAN. YIELD STRENGTH 1- 39 ICS! WITH PRIMER AND BAKED -ON POLYMER PAINTED TOP COAT AIPPUED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL . BOTTOM BRACKET FASTENED W/ (4) #14 X 5/8" SUS BOTTOM SEAL - .058 ALUM PLATE WITH 1/8' X 1' S.M.S. 0 48' o.c. AND RUBBER WEATHERSTRIPPING 5 / 1 6" X 1 - 5/8" LAC SCREWS INTO W000 OR 5/16" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET 2 -1/2' x 4 - 1/4" X .1" STEEL PLATES WELDED TO 1 -1/2' X 1 -1/2" X .089" ANGLE FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS i x 0 (7, S 0 z_ Z a 0 1 0 W 0 0 0 m O] 0) 1 'Y 1 TRACK CQNFIGURAT1O1 d CAST ALUM. �l�GgLE DRUM 14 GA GALY. STEEL TRACK 2' X 3 -1/2" X 12 GA TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH ONE 1/4' BOLTS & NUTS. 1 -1/2" WOOD FRAME _BUTT DINGS 51UD WALLS OR DOOR OPDMIC SHALL BE FRAMED SOUD BY NOT LESS THAN (3) 2X6 3RESSURE TREATED GRADE 2 OR BETTER WOOD STUDS. STUD WALLS TO 8E CONT. FROM FOOTING TO TIE BEAM. WOS)D BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WON TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED EEINFORCED MASONRY BLOCK WALL OR CONC. COUIUN W/ 1/4' TAPCONS WITH 1 -3/4" EMBED AND A SPACING OF 10" 0.C. OR 3/8" DIA. HILTI SEEVE ANCHORS. 1 -3/4" MIN. EMBED AND A SPACING OF 12" O.C. THE BLOCK WALL CELLS SHAM BE GROUT FILLET) AND REINFORCED WITH FOUR 1 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS, ALL BARS SHALL BE CONTINUOUS FROM T1_ BEAMS TO FOOTING. PREPARATION OF JAM B5 BY OTHERS HORIZ. TRACK SUPPORT AS REDO. BY 000R INSTALLER HORIZ. TRACK LENGTH - OPENING HEIGHT PLUS 12" •- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH. USE ADDRIONAL TOP BRACKETS AT 10" O.C. STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1/4' 6 HEX HEAD M.S. & LOCK NUT O 12' 0.C. 1 1/4' X 2 - 1/2' X 14 GA tort'. STEEL ANGLE 102' GA GALV. S ftLL FLAT BRACKET ± 3' LONG 0 ±12' 0.C. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE ALTERNATE TRACK INSTALLATION JUC !__ MIN. EDGE DISTANCE 3 . . 3/4' ---1 .. • 1YP;C1 L Engr. OR. HU1AAYOUN FAROOQ STRUCTURES FL. PE 16557 I i - III -1/2 14 GA. GALV. STEEL. TRACK FASTENED TO TRACK PLATES W/ (2) 1/4- 20X5 /8" TRUSS HO. SLATTED M.S. & LOCK NUT t.r'`•tbvED As GOMPIYIi;G iilTll ME. :t,1T!I FIOr!DA DURUM CODE • l �.. .. �.� CJ.�....i �,...._. GIIILE tc,;: <Z ,LLCr NO.O] G3 I 0 0 0 J 1- Z W 0 N CC W Q Z 0 U W Cr) c 0 d CO O rn io Z w O N m N d p o a0 M O N o W o Z 0 C"ZWt'1 w o 5 < 4- 0 to < W 4 - r w W 1 Z • J w = �� 0 0 0 co O M 1i.I M la. ? Z O W N Cr) 0 O z 0 = m Q N 0 — = V t l 0. 0 01 0) ✓ u 0 . 0 0 u drawing no. 01 -09 (sheet 3 of 3ij LEGEND 0 R M C CL ENCR Q R 0 U o- 12" iti5e-e i` DENOTES WOOD FENCE WIRE FENCE NAIL PROPERTY CORNER RECORD FIELD MEASURED CALCULATED CLEAR ENCROACHMENT CENTERLINE EXISTING CONCRETE PROPERTY LINE GG 11G{�i�Fi t..A3 co rI o FreAX. e.50 7 �rtps 1.00' S. 0 0 o ti rf? ! V 1. c :S SIGNED 5 L ,1 l !� 00 4 0 a.s �P ( ue..f4E1.)T (:c � AU ( ) ' N .00 24.•.10 Gt, j 4(0 j2:{ '- 5 D e I ' c lg' 1 d0 - UO ' 1 0-3 pptz.W A,-({ 1 as�►�flL.� �I,' -' -car glw (o , D D D t u f✓ .A - . RALPH REGIS RED • - VEYOR NO.3411 STATE OF FLORIDA $ - -43 Qt' .5rd Perix4-'1 addvess M Foauo 3 /4 ° -�• 0 O 1 HEREBY CERTIFY • S BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FL • - IOA = • ' • OF PROFESSIONAL LANG SURVEYORS IN CHAPTER 21H1+6 FLORIDA ADMINISTRATIVE TO SECTION 472.027. FLORIDA STATUTES. 0 NOTFS • 10 • • • BEARINGS SHOWN ARE EITHER ASSUMED OR PER PLAT. LEGAL DESCRIPTION PROVIDED BY OTHERS. THE LANO SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT. UNDERGROUND PORTIONS OF FOOTINGS. FOUNDATIONS OR OTHER IMPROVEMENT WERE NOT LOCATED. ELEVATIONS ARE BASED ON NATIONAL OEOOETIC DATUM. FENCE OWNERSHIP NOT DETERMINED. WALL TIES ARE TO THE FACE Of THE wALL. NOT VALID UNLESS SEALED MMTN AN EM$OSSED SURVEYORS SEAL. ONLY vIMIBLE ENCROACHMENTS LOCATED. . • .b-l - • • • • • • - .- 0-o • • '1 • • • • r • • A. • • • • • • • • • • •• • • • • • • •.aca' wr ••- • • • • • Co • • • • • • • • �7. .I►n .t0- Y.., I • • • Dale of field work: 7/27.'93 Completion date: 7/28 Flood :one: X Panel: 0093 Survey number: G -2489 Property address: 319.N.E 101 Street Miami Shores, Florida 33138 • •1 Legal Description • • • � • ' 2 1 1.1e. I i" Sr I,UG6.T0t.1 L4A e' ' L 2 First Financial Surveyors, Inc. v' AND AFFILIATED COMPANIES I • •■• Lots 16 & 17, Block 38. of AMENDED PLAT OF MIAMI SHORES SECTION ONE according to the Plat thereof recorded in Plat Book 10, Page 70, of the Public Records of Dade County. Florida. Certified to: Edward Anratrudo and Lisa Lacross; Green, Kohn. Piotrkowski and Miller. P_-f.; Attorney's Title Insurance Fund, Inc.; Mortgage Service America Co.. its successors and/or assigns. 7700 North Kendall C Suite 409 Miami. Florida 33156 (305) 271-3655 Fax (305) 271 -8499 800- 227 -2854 Fax 800-227 -2860