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297 NE 97 St (8)Inspection Date Correction Re- Insp'n Fee MIAMI SHO ES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buil.ing Inspection Request Address cg q / Company—Q- Type I sp'n tr Q Permit No. Name Date Miami Shores Village 10050 NE 2nd Avenue Printed: 2/2/2005 Applicant: JENNIFER Owner: BOLTON JOB ADDRESS: 297 NE 97 Contractor Local Phone: Parcel # 1132060134290 Signed: Building Permit Phone: 305 - 795 -2204 Permit Number: BP2005 -92 BOLTON JENNIFER ST Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 23 BLK 31 LOT SIZE 53.810 X Fees: Description Amount FEE2005 -1397 Building Fee $220.00 FEE2005 -1398 CCF $1.20 FEE2005 -1399 Notary Fee $5.00 FEE2005 -1400 Training and Education Fee $0.40 FEE2005 -1401 Technology Fee $5.50 FEE2005 -1402 Scanning Fee $21.00 Total Fees: $253.10 Total Fees: $253.10 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 7/20/2005 Construction Value: $1,500.00 Work: REPLACE 4 WINDOWS AND 2 DOORS (INSPECTOR) FE3 0 3 p, 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: Owner's Address Miami Shores Village B uilding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 TenanllLessee Name T \� Submittal Fee $ Notary $ Scanning $�� Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) BUILD PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) /�U,p J 4,'7 f Phone # �3 0S 0/5"-/5 City c S, O/� G S State !r' L ` Job Address (where the work is being done) 299 /y . e • S • City Miami Shores Village County Miami -Dade Zip .33 /3 S Is Building Historically Designated YES NO Contractor's Company Name '(..k, '1 , - Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit jL 74c2©. Type of Work: ['Addition ❑Alteration • ❑New Repair/Replace ❑Demo Gon Describe Work: ���} //} cc L�l U/! r? �v Kis ��1�L Z 2O W S 1 b -/-tt 0 /20 , 14/vy , * * * * * * * * * ** * * * * * * * * *, * ** ** Fees * * * * * * * * * * ** * ** * * * * * * * ** * * * * ** Permit Fee $ Training/Education Fee $ Radon $ &53. .' 'L � 'T Zoning Structural Plan Review. $ C — Permit No. ? �``� Master Permit No. Zip 3/3 8 Phone # Phone # Square Footage Of Work: CCF $ 1/ L.17 CO /CC Technology Fee $ Bond $ a 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 pennit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinsp5etion fee will be charged. day o who NOTARY Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * ** Chc 05/13/03 Signature * * * * * * * * * * * * * * * ** As identification and who did take an oath Owner or Agent I Contractor The foregoing instrument was acknowledged before me this A J The foregoing instrument was acknowledged before me this ,.� •A, P� Signature day of , 20 _, by who is personally known to me or who has produced `'��, as identification and who did take an oath. ir • �,N; ' • Y.PUBLIC: t. � i�IT � ∎' \ �`e0 ign: e9 lac Print: My Com Expires: -o 4 ** *****:***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** %sTATE�.� 1111 **************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * *�N ** i* * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning • VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT I �` P�"� sd� /O" being the legal property owner, for the property Located at: ) ,6 > 9 57 6 / 1/1 k O ,& 3 3/117 Legally described as . Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),s'}nd I have read and understand the following disclosure Statement, which entitles me td *ork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence or a faun out - building. r You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal Iicensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument Was ac owledged before e this By Produced •➢ V as identification d who id take an oath. Owner Owner BUILDING DEPARTMENT DISCLOSURE STATEMENT 20 is personally known - or who has Notary �y'. ,1G� �'.:; r � ,���dP {o C I um , i� r1 t T9)7.31934 , • 1 9 • �o ; „ , • , x; ,; { l t "-/ 13.0' 74.0' Farr* !tarn Ktcheri tflIrtg 8th BedrOwn 7.5! ,) f" 1. • L , '4) • • 3'09 0 1 LivingRocer • 14.0*, Bedroom 1.. Beclitom 1 , ) t a te ti m i 77 41' ' • 11/05/2003 14:30 3058991873 MIAMIO BUILDING CODE COMPLIANCE OFFICE (SCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Traco Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16166 SYNERGY PAGE 03/12 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constriction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. 1f 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 Mianji -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: Series "Dorai 3" Outswing Aluminum Patio Door APPROVAL DOCUMENT: Drawing No. 03 -0867 -113, tided "Series Doral 3 Outswing Patio Door ", prepared by Frank 13ennarrlo, P_E., sheets 1 through 5 of 5, dated 9/15/03 with revision on 9/24/03, signed and sealed by Prank Bcnnando, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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 # 01- 0910.05, and consists of this page .1 is well as r oval document mentioned above. The submitted documentation was reviewed by Theodore $*rWt q NOA No 03- 0917.01 u Date: September 14, 2006 val Date: October 161, 2003 Page 1 11/05/2003 14:30 3058991873 SYNERGY Traco Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 03- 0867 -113, titled "Series Doral 3 Outswing Aluminum Patio Door", prepared by Frank Bennardo, P.E., sheets 1 through 5 of 5, dated 9/15/03 with revision on 9/24/03, signed and sealed by Frank Bennardo, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 - 94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Force Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of a patio door, prepared by Hurricane Test Laboratory, Inc., Test Report No HTL 0021- 0502 -03 dated 4/28- 6/19/03. signed and sealed by Vinu J.Abraham, P.E. C. CALCULATIONS 1. Anchor Calculations and ASTM E -1300, prepared by manufacturer, dated 9/15103, signed and sealed by Frank Bennardo, P.E. D. QUALITY ASSURANCE L Miami -Dade County "Building Code Compliance Office. E. STATEMENTS 1. Statement letter of no financial interest, dated 9/15/03, signed and sealed by Frank Bennardo, P.E. 2. Statement letter of conformance, dated 9/15/03, signed and sealed by Frank Bernardo, P.E. 3. Laboratory compliance letter for Hurricane Test Laboratory, Inc., Test Report No. HTL 0021 - 0502 -03 dated 4/28- 6/19/03, signed and sealed by Vinu Abraham, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with Florida Building Code (FBC). Theodore Denman, P.E. Deputy Director, Product Control Division NOA No 03.0917.01 Expiration Date: September 14, 2006 Approval Date: October 16, 2003 PAGE 04/12 jai DESIGN LOAD CAPACITY -PSF �1 POSITIVE NEE r/�zpPpEL' f✓ HY FMMS HHU an WIlER6 WE�IR RTH.IRNUr19QD WRF.HB 4ATIR F C1PILTR. 12.0 'I •699 _ , I I II I u - J L J. ii = = - --1r M r II II ;1 I ,I I+ II iI 1 1 \ It \ . \I 11 1 / t i 11 \ A.4.. 11 / ;I 11 / 11 IF I \ 11 / II II 1 50.0 -06.5 DOORS WITH SIDELITES DESIGN LOAD CAPACITY -PSF SINGLE PANEL DIMENSIONS POSITIVE NEE r/�zpPpEL' f✓ HY FMMS HHU an WIlER6 WE�IR RTH.IRNUr19QD WRF.HB 4ATIR F C1PILTR. 12.0 5862) •699 6' -8' 6B5 50.0 -06.5 21.9 50.0 - 6. I® s um 1 h TN MI ST.I 90.0 -561 S' -0' 54.8 50.0 -532 - ----- 50.0 500 - 485 346' TApcCREL oR CU.TSTER CF (4) Ira' TA.VCCN5 AT 114ESE Loc.-mucus (LY / 3' TIM SPAONG BE TV.EEN CLUSTER 04 LEAF P ��• GLAZING DETAIL °"' _G LEAF ORSIDELRE — 31716' TE1 GCA5S (TYPICAL FOR 3/16' TEMP. GLAZING) SAN.' We. 1PACT OUTSW1NGT DOOR, WaT>1il SFIDELL'II E,S DvERALL FRAJ"E UADTH N4' MAX) J L —L.1 L .L I T I I ■ 4c»4ESIYE E3EDDTMC. GLAVNG - NCJ1ES: COMPOUND EXTERIOR ELEVATION AS SHOWN, OR OXX, XXO, OXO, XO, OX, Or XX COMM (N.T.S-) ALL Dt&SALLATIGH SCRSIRS, FRAME 4 P]a.CL CDRNFJR SEAM SEALED IIBf`F4 ALUM- DR CLEAR- c(LOP.ED SEALANT (FoR use UBTH 31' TEMP GLAM) ■ PANEL @1DTH I76` MAX) 51DF3_ITE PANEL WIDTH i34. MANN) 1 1 rri ; r _ 3 3/4' 3 MAX _. 6 3 . GENERAL NOTES: l THE saw, DOOR SYSTEM DESCREEED 1,EIZE1 l 1149 emu DEVGITE0 4N7 TESTED IN GOI$'.INNCE S1TH WE FLORIDA HU:LIblNG CODE 7001, HIGH vELOCITT 14t12RIC4NE Z: -196, AND 114111 0ARE CC NTT PROTOCOLS TAS 201, 102 1 203 2. A 33 -113% P4CREASE N ALL/TWA/LE 91IES& 1443 PEEN USED IN. P4E DESICT4 cF lHtS DOOR SYSTETi. 3, Pc/SIT1vE AND IIEBATNE DESTB Cdt PRESSURES CALCU ATED FOR USE WITH TRIO ODOR *SYSTEM SHALL ES OETERTINE0 BY oTT1ER5 cN A JOB- SPECIRC BASIS IN. EccemerutiecE N T4 TI$ GovER`1P ICT CODE WEN. ASCE 1 -99 15 U5ED TO DE TFAMA$ DESIGN PRE9EURE0 A PFRECTIONALIIT FACTOR 1 .d 1 1S 1ECR81ED. 4. THE DOOR SYSJErI DETAILED REREN 1-IA5 BEEN TESTED PER P11A111 -DADE COUNTY PROTOCOLS 149.201. A6 407. + l48 -203 AS REFERENCED IN TEST REPORTS '34-S32 BY r!JAMJ TESTEIG L '/?ORATORY (MTLJ 4 ET 021-0902-03. BY RUFMCANE PEST LABORATORY out., 3. THE DOOR SYSTEM DETAILED HEREIN 15 GENERIC AND £7025 NOT PROVIDE PYORIATR 4 FOR A SPEC¢IC SITE. FOR 51TE Ct 401TIONS DIFFERENT FROM THE CQ4017ICN5 DETAILED RERUN. 4 LICENSED ENGINEER OR REGISTERED ARCTIITECT SHALL PREPARE SITE SPEW. DOCLTENr6 FOR 115E IN CCNAINOTiON 111TH TNT° DOCIPIE T. 5. PER 27 14c*. ER 514.4.L VERIFY *4L ADEQUACY OF THE EXI$7HIG STRUCTURE TO UIf}16TAP40 9UPERt1PCl'YD LOADS. WOOD BUCKS/ROT BY 1WAr 1 SHALL BE AIICt30REC PROPERLY To TRANSFER LOADS TO 11-9 Exisnm i 61RIOTuRE. T. DOOR PlNEL6 CA Amp UATW 3115• TEMPERED GL.A66 ARE N07 UPACT RESISTANT .54D SHALL Be PROTECTED WTN (114)11 -DADE COUNTY APPROVED IMPACT RESISTANT 644P TERS 4-0R ALL INSTALLATIONS. 8. ALL STEEL IN C(,NTA WITH ALUMINI:II SHALL BE PANTED oR PLATED. TABLE IQ TAI kE 1 MOTE& S. 'PANEL USD T4' CEP4OTEB 4141< PANEL 4LIOTH (LEAF PANEL WIDTJ oR SIC/ELITE PANEL UNOT?U FOR EACH OPIITA N1 N ROW STRUCTURE. t WATER INRLTRATI AN REQTT NT9 .APPLY 18.12RE ROOF OvERRAT.G 15 L£86 II-IAN 54LL 1¢4C5l1 AT DOOR LOCATION CLIBTER CF (5)'h B'B OR 3/15 l'Arc cTV5, OR OUSTER OF (4l T/4' TAPCOX3 AT T 4 ESE LOC67ION5 ONLI' (3' PIN. SPACING BEru,EN CLUSTER AS:24015A rrp TOF c BDT TOP9. - 3115' TEMP 6LADT1:r aa" SWI'PACE • APPLIED \ tYN7NS ! PTIOTIALT Pk. 33/4' Ir 74' 1`LA.X FRIYIE WOTR � EXTERIOR ELEVATION TA8 SHOWN (N.T.S.) NON-IMPACT OUTSW1NG DOOR, NO SIDIELITES l CGT4LED RUSH BOLT o TOP T BOSTOT•I OP INACTIVE LEAF 11 13 11 I1 \ 11 6' I /TYPI TABLE Q - DOORS ONLY (NO S[DELITES) DESIGN LOAD CAPACITY -PSF SINGLE PANEL DIMENSIONS POSITIVE PANEL' MAML fll$[!W.fl VN1tiRLWAIUR NEO WIDTTT NOM ISt,1LT.T117 41FRT. 11 qt) 2 6v' 835 IOC -535 7' - o•-S' 1 783 18.0 -183 3' -0' 69b 69.6___ .1 -6_9¢..._ 2 • -6' - 69.6 69.6 -69.6 2' -a 8'• 652 69.2 - 65,2 3'• 95.0 saw -Sae .. - - -- _J L ? T Pe�• I. P. WJD W CE•IDrES N4)c PANEL uADrW (LEAF PANEL 1617174 OR SIDELITE PANEL WIDTH) FOR EACH OPETU N 140ST 61RACT RE. $' WATER 19340/RATION REOWREMENTS APPLY U►@IE ROOF WER1NANG 19 LESS - 14ATd WALL I -EIGLIT AT DO042 LOCATION• ` r )' MAX 1 MAX - �- 31W rEHP GLG98 _ AD1iE51VE caircIND BEBDING S.16' TYP. 17' y_ GLAZING_,NOTES: ALL NSTALLATION SCREWS, FRAME 4 PANEL CoR4ER 5EAd16 SEALED IIUTII (E:\ L GLAZING DETAIL ALA6'I oR CLEAR COLORED EEAL4Ni (R7R 15E WIN 3/16' TEI1- GLA^ -,6A EAFoeSIDEUE (TYPICAL FOR 319' TEMP. GLAZING) TESTED 56ZE = 12' --- OLC a -J LEAK Wom --- FRAME 1117TH (6 EXTERIOR ELEVATION ta,f) AS SHOWN (N.T.8.) -- 9' MAN 3 MAX 3 3/4', MAST - 51 -MET: 2 of5 d m Ird PLAX SHIF1 FE 91. SEAL eY onIERS oz�s 15 L . 1 ..• j a 11 0 ri 2t E NHED GLADIY� SEE AT4GIIOR NOTES FOR ANCHOR TYPES AND ®-1EEDTYE747. SEE ELEYATICNS FaR LOG4110TI5 AN0 SPACS•IS / ^ /ETIBEa r SECTION OF RESIDENTIAL_ DOOR HALF SCALE E3aSTNG STRUCTURE (OPTIONAL b oR 2r 01000 BUG( NOT SNOLN> — vd• 6 1 PMX. SY INEOALLER SEE ANCHOR NOTES FOR ANCHOR TYPES AIV Erleartil NT. SEE ELEVATION0 FOR LOCA110t', 47 SPAC1P ACTIVE LEAF _ - - -FIELD APPLIED SEAL - EXISTING f f STTUCREZ£ NOTE_ EXTERIOR AND I M.:2R FNT BREAK P1ETA15 AHD ALASNI/IG 8Y 011073$. t FUJSREOLT ACTNAlloN LEvER ON INSIDE TOP BOTTGM AT ACTIVE , PANEL % , ) Ct ASTRAGAL DETAIL 1 HALF SCALE — — INACTIVE LEAF FQ,Zx YIOOD fitPt7C p�'tj1 5T RI , 97 915 3)!6' TAICIS OR Ve TAFCONS E LCOJ WITH I:y` t11NIIl.M EFBEPP76Nr. TQ C - 9Ek_GRi!Ef._EILL£1Z_EtLQCt+ f IRECR Y OR TIITaJ Ix OR 2x WOPD i JQ J .L% OR 114• TAPCOPTS (1 iW OR ELGO) Y711H 1 a' 71INT'3r1 ET1 E7raaalT TO GONG OR GR•LI .FILLED BLOCK, eeE ANCHQR NO IE5 TCR Akp IT APD EMBE0•434T. GEE ELEVATIO46 FOR LOCA AND SPA0N6. EXISTING 571a1CTUAE (OPTIONAL bt OR NI MOOD ELICX NOT $140 EXTERIOR EXTERIOR PRA7-e iuon -1 .• ..__ -.. MASONRY OPEHN Na' PTAX 81111. BY INSTALLER FE2TT. SEAL er ODHERS - C 3 DOOR JAMB DETAIL � HALF SCALE ANCjDR NOTIri: ANCHORS WALL SE INSTALLED Ni AC.CoaDANCEWTP4 flAMIFACTL ERSS REG441PEh1 7. Atst tiOR E3'$Epc-ERT St1ALL C .14 ElASE MATERIAL. EXCLUDING GTIXCGO OR O FNMA 3- P.ASE MATERIAL SHALL BE ILVOCk oR GREATER 8P CIFIC GRAYIIT). GRIOJT- FILLED BLOC( (HIN 2009 pal cairstessive 5T)JEPN(s1-I FGR GROW), OR CONCRETE (CYAN 3000 YW. 4. SEE EXTERIOR ELEVATION& FOR AHC4OR LOCATIOt.G 0240 SPACING. 5. EtisuRE P1T1i11 P1 of 2 EDGE 0161404CE' FOR ALL ANGiJ0e9 NTO GJA7ur -RL(. O eLOCY. OR GCUIGRETe AND I1IMIP1.T1 OF Ik" Er6E DISTANCE FOR AIL WOO ANG1I0F0 6. ANCr -10R OPTIONS FOR HSTALLATION ARE AS FOLLOWS: PROPULT WIMP // SEP 2 4 ZD0.1 - w H+.nt �1Vn'Iaq 9 uc Vd' flAX F 6NIr1 PBPRtL SEAL BY OT1NERS SECTION OF SIDELITE \7 HALF SCALE EI{SED - V4• 33-UN r/ x. N9Y P15 r.JLLER SEE AHCI1OR NOTES FOR AJVCt1OR rvlES AND Et4BEDr - ENT. 9EE ELEvAr)ov9 FOR LOCATIONS AND SPACING. ZEE ANCHOR NOVE5 FOR ANCHOR TYPES AND EIBEPr SEE ELEVATIONS FOR LOCATIaNS AND SPAcNc.. \�- EK15TInYa 51'eJCTacE E)tUS11NG STRIJa TORE CCp1NONAd. lx CF 2:e Ce0CD 73.20C NM 'NOM) IET ACT' VE OR INACTIVE LEAF EXTERIOR LEAFPxB1E UITDIH - .�.__ t1A5CrIFr' OPENING - NOTE: EXTERIOR AND INTERIOR PINTS -ES. EIREAIC N•ELALS Ar.O FLASNBBG BY OTIERS. SEE ANCHOR NOTES FOR ANCIA]R TYPES AND Et7BEDd1BVC SEE ELEVATIONS FOR LOCATIONS AND SPACNG. APPLY 6TRIJCTLF34L SILICONE TO BOTH LEGS PRIOR 10 SNAPPING MULLION PARTS TOCsr11-1ER. i (5F -48) 4' LONG AT EACH — SISTALLAMIN P451E?ER SIDEL ITE EXTERIOR SIDELITE FRAJ-E W(OTH ^^- E) IbfING S7g1C1LIRE IOpTIONAL kt OR 2x WOO BUCK NOT -1 LN) Ud' F14) .S1-1V1. BY INSTALLER FE1Irt SEAL ;9Y OTI -ERs SECTION OF DOOR JAMB & SIDEUTE HALF SCALE va 1 Evi 1-17.1 4140 -101 NOTES: 1. Ai4CNCR'S STALL BE INSTALLED N ACCORDANCE WITIr tMNFAC1tIRt'R6 E GOM"H4DATTONG. 1. ANCHOR EFTBEDTNENT 94ALI BE INTO EASE NATERJAL, E)CCbLDNG 61UCCO OR 074€1 LOLL! FE4JSN 3. BASE MATEI'.3AL SHALL BE U0OD (G•055 OR GREATER SPECIFIC GRAVITY), GR0.1T -FL EP BLOCK MN 2A10S psi CONIPFNES4IVE STRENGT14 FOR GROUT). Ofd CONCRETE MIN 3 PS41. 4. SEE E)trEFIOR ELEvd'cN5 FOR A4Ct1OR LOCATKI'S N9D SPACING, 5. ENSURE NIM1 CF 1'xj' EC1L. Dt&rANCE FOR ALL ATSCHOR5 TRIO GROJT 1LLE0 6LOCI' OR C.tlNCRErE. AND NINI11J71 O It' EDIs£ DISTANCE FOR ALL WOOD AVCHORb 4 ANc.N7R GPTro S FoR INSIALLAT'ON ARE AS FOLLOW: eltOWT wMti w e TO_W. PPQSSZA 41 a ?X T11EW, 6,4J ANNEONAA ! ./2 916. 3/16''4F' ONS OR V4` TAPC 01W 032 ELCC) 0114 It', • FINK )I EMHEI 1E 4r. TO ClNC OR gI&OUT - FIL.4F2 -MeTaQ. (OIRE4CTLI OR 11{151 I . OR be WOOL, PUNY) 5A6' r7R i/1' TPFGON15 (41W Cr2 ELCO) W11 1'4' NINNIP-Y ErI5ECN ENT TO GONL. OR GRq)T -FILLED E6LoC7G PostAx;.0 SHEET: 4 OF 5 co z m 17 L • i MATERIAL LIST 1 nu PART 31.2. OMIT,7 op.PCPPTLO• . wt tIPM6094.rc.PAC gOCS Me.aH u1T Awl• 113LO 0.W -1b MOM OR PPP, I ¢035•5335 11 LEAP DOtn1 TAP' 'GP • 007.1ti RAIL 004.11 A.S.M. coz Ea.w. 5 050.OPP v. n1150.013 9dP CarrtLE Vat 1Pif -P5 • 1 5 030-59 4/ 01.A U1 CA.WG PP ' non1 -Ti Tab Oab< mc.InO •.war TOP161nO !On 3-15 ALLMAC Ri!®ar. - - 3t. 39 b SO6 .7, ¢1155 Pun JP! StA)- lb nI•l OP F0TV. COP. Pp V li<P PE5195701.14_ 000a ' 1.1. NO.! OOPP. TB TilP P c4 NUM nem. OA Lan >455 V I EM &a• ettriuna POOX•15 aa PI POPO .47•x1 Arai QT r.• L.0).? Plx10e3 .CS>15 •P101 as Ol111V. _• n O 1e•O. AP P5L9. I 11< V PT tar POLO all5'WP1 O ear 40.an1 AO FEC0L Plc ibR•CO OwZelo MAP • - 0 3.3JP= 0NI• AI]YL L111. - TI ..S MM. 1 ®' LYQ< PLOT1C ._- • 0 6 LR/IPc .O k r CO CR F•7y AIE91g-1 Igo61 - - ft• - .6 RCC. sawa5WlclO - •140501.1.0 VT MI LOOK POT PP 3C1. 6T3E1 • • .y Vr la= r5 N PICl.45 E D7• FLAN ,LpER PPM - •.-.-_...- _- __ na - - 41.6I.LA CIEs• sopoO - - n 001•001 L Lea. 65•5 RUM Pq,) - - TT 1. N u I.OP BLOM ROO d.O2 - - 1 1 Y Ill 10` PK1E aunts/. PP, Papp PI - r1:v 11c oPO surf PM CpenLmY SLLIG4. A L U - ADDITIONAL SYSTEM NOTES sfALANT _e1 ALL FRAHE AND LEAP C.OFNER5, INSTALLATION SCREW I- E-EAOS fA BILL L JAMBS >. AIYJ BOTTOn. L4D1Y BEAD SEALED @J TH 5CTIEE r7O/AE.1E4D 5 SEALANT 11 4' LGNG AUX1 &JTT 144GES WITH .314 DL4 2 2.1lt' AL1t FN. BR464 BPQCER AND •ry 'J GAP5 Ar 3 IPl' Ff37f1 TOW / BO; Tpi ANO 41 411D6PM1 1 -.473 = STANDARD STEEL T14 ui 801.7 LOCK KEY L 4 RATED d1 EXT'EIIIOR AFC Tl4J1115 TUPJ•. ON INTERIOR +591/2' FROTH 87T TQI AT ACTIVE LE.W LOCK STILE. 0O4 ■- 8ION41. lOOGSET LATH LEVER TYPE OFER8TOR HANDLE AT AGM VE LEAF L 5T135 HEAL* M1064.,N4 Sr211DARD FIJI„H 60LTS, n444301_1_T OPERATED AT TOP AND BOTTOM OF E1SU1 A CT1VE A7D NOLT'NELEAS. WEATHER- 5TF1PF /NG CONFIGURATIONS 15 51LL II 1 d RAIL 1 Ci RAIL T21 FIN SEAL v114YL FLAP N11YL ELILB FOAM - 111E LEAP SIDaLlT5 F 11E TOP a_aOTiCIi O"' CNER_ Ar t uta.4 t! GLAZING IT -15ER" CQF R 51p1S_ EFRA1'1� TO= AI4 BOTTOM CORN R 14.01149CT savoys F-- _mai ���� ®® r�yy [4181 (.t.) SHEET: 5 Ln { Z m { G) m w TJ PATIO DOO M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Pino Window Corporation. 6860 NW 75 "' Street Medley, Fl 33166 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in e'of testing and the AHJ may immediately in _ the' sdiction. BORA reserves the right ontrol Division that this product or the accepted manner, the manufacturer will incur the e revoke, modify, or suspend the use of such product or ma to revoke this acceptance, if it is determined by Miami -Da material fails to meet the requirements of the applicable but This product is approved as described herein, and has be . �I�lr'�h the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Tube Mullion J %) ; APPROVAL DOCUMENT: Drawing No. M95 -18A, titled "Aluminum Tube Mullion ", sheets 1 through 3, prepared, signed and sealed by Humayoun Farooq, P.E., dated 5/23/02, 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: None LABELING: Each unit shall bear a permanent laF21 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 -Dadc 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 renews and revises NOA # 99- 0302.06 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by. Raul Rodriguez. NOA No 02- 0311.07 Expiration Date: March 28, 2007 Approval Date: July 18, 2002 Page 1 ANCHORS TYPE 2 X 2 X 1/8 ALUM ANGLE 14 S.M.S. 2/ ANGLE MULLION 1 14 S.M.S. 1 -1/2' MIN. EMBED INTO WOOD 1/ ANGLE 2 X 2 X 1/8' ALUM ANGLE 2 -5/8' LONG 2 X 2 X 1/8 ALUI4 ANGLE 1 4 S.u.S. 2/ ANGLE MUWON 2 X 2 X 1/8' ALUM ANGLE 2 -5/8' LONG ANCHORS TYPE • 14 S.M.S. 1 -1/2' MIN. EMBED INTO WOOD 2/ ANGLE • A.rnr: , = corzit ai(1:ly I (: florid. Dallis^ Cod- . Dile C Y t4 Yy ti NOM OO .- 0 • / llll • �'y /ry_' ^J\ DI\1 Mixed P// / / MULLION] I ANCHORS TYPE 'C' NOTCH vOOD BUCK TO ACCONODATE CLIP ANGLE TO MASONRY I ` 1e d a ` CONCRETE OR • I 1 I CONC. FILLED BLOCKS 2 X 2 x 1 /a' ALUU ANGLE 14 S 3/ ANGLE MULLION 2 X 2 X 1/8' ALUM ANGLE -5/8' LONG En{ : DR. NUMAYOUN FAR000 STRUCTURES CIA. PE / 18557 2 T 2li2 • 1 /4' • TAPCON 1 -1 /s' MIN. EMBEO 2/ ANGLE WOOD BUCKS NOT BY PINO WINDOWS MUST SUSTAIN LOADS IMPOSED: 7 O z 0 0 a o T D O 0 bo 2 L drawing no. LJC _1 RA a, ea 1m O 4 a- 0 u CO um Nr N W o ID ID El /a 4LIa1 ID LYt}1 we T ue(1 ULL SP PI 26 30 40 50 60 70 88 TRIBUTARY WIOTM - INCHES ANCHORS TYPE A.B. OR C GLAZING. PRODUCT. GLAZING PRODUCT I IAULUON SPAN nILLION LOAD CHART HORIZONTAL MUWON GLAZING PRODUCT ANCHORS A.S. OR C 3 vERnGL MUWON n ID ry - ID tn� 4. ID 0 4 t9 0 m J u m H � N o.1 ID m X 20 TRIBUTARY WIDTH = W1 + W2 2 TYPICAL MUI I ION ARRANGEMENTS MULLION L0A0 CHART 1 .3 - .110 • 111a1 %BC 14 ITW.. GOO lu■u1u■ ■■ ANCHORS • TYPE A.B. OR C 1 4 uU. SPAN 30 40 50 60 70 TRIBUTARY WIOTM - INCHES PRODUCT t • GLAZING PROOUCT W1 11 W2 O 3 2 ANCHORS A.81 OR C 8B ID ID ID MULLION LOAD CHART ANCHOR LOAD CHART b /TAIL 4114 U AICHORS TYPE A Wig NEVI MIN • ►1�NLNN N \\\OiaM`I "„SIMBEM■ IMORNMEMENIMMEI Lii��r►�N�ar 30 40 58 60. 70 88 TRIBUTARY WIDTH - INCHES 1 - .r .1/0• ALLn. CUBE PULL PM 20 30 4E 50 60 70 80 TRIBUTARY WIDTH - INCHES I9 m M 20 is I1I m MULLION LOAD CHART 111111ul.■11M■31■11111■ ■�1.�►� ■ ■Z■ \1111 \7 II\ ■\1■\\■■ \ ■M7111 111 ■■>♦111M■ ■ \W1■111 ■1•■►11■►\■■■21■■ E ■„■■.1121■■.■• •�■21 ■ ■► ■ ■ \U ■■ ■e��. ■ ■■ \1111■ \■ 1\■11■,t■■►`a■■ ..,111111■■■.■ ■■■■■.e■11IM■■■ 30 40 S8 62 72 88 TRIBUTARY WIDTH - INCHES OA ANCHOR LOAD CHART 20 2•.1'.118• ALUM. TIES 56 - 51/ b nm 441 AN;N0R6 TYPE 8 RECT.-1 30 40. 60 60 70 80 TRIBUTARY WIDTH - INCHES App.o..d to cnmpt,44g s1i16 6 46 FlariJi u ' =Cak ' Dat N NOA# . JI !J Miami D■4cP ••• et Co T3iisi H.• MULLION LOAD CHART It1111\ ■11•IMM►\ ■■■ m 11■■►11■EICKIE ■■■ ■.■►\1111■151111■ ■7 ■ ■, $ m IM■■n■►■■■■■ J m ►ILI■■s■■ ■u►■• ■.■►e■■■EM■I■■■ ismnisumnanssi ■■■■■►■■■■■■■ ` \■ \ ■ \II■\ ■ ■► ■■1rumu ! `■■ m •�■1111-M".'' ■■■"■,.■"■ Engr: OR. 64UM4VCUN 7..1000 STRUCTURES PJ. PE f 16357 • .. 12'.6•.1/6 ALUM TLOE .0 CTOS M. ANCHOR LOAD CHART 63 20 30 40 SO 62 70 80 TRIBUTARY WIDTH - INCHES MINE ANCHORS TYPE C .¢I 30 40 60 GO 70 80 TRIBUTARY WIOTM - INCHES FOR ANCHORS DESCRIPTION SEE SHEET OF 3. c U 0 h c 0 14 0 a 0 b 0 4 9 ( drawing no. M95 -18A, (sheet 2 of 3 a MIA NII•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Labrador & Fundora Corp dba V & V Windows 2690 W. 3rd Court Hialeah ,FL 33010 -1454 BUILDING CODE COII'LI.- NCE OFFICE .\IETRO -DADS FL:\(i1.ER 13(;ILF)l \G 141) WEST FI. :\GLI:R STREET. Sum 1bi3 vIIAMI1. FLORID:\ 3313 -1513 (305) 375 -2901 FAX (305) 375 - Your application for Notice of Acceptance (NOA) of: Aluminum Single Hung Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction. and completely described herein. has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This 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,. It' this product or material fails to perform in the approved manner, BCC.O 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. The expense of such testing will be incurred by t ACCEPTANCE NO.: 00- 0609.10 EXPIRES: 12 /14/2005 TI-IIS IS THE COVERSHEET, SEE A DDIT-401,1ALPIA. CONI}ITiOt''( BUILDING CODE & PRODUCT APPROVED: 12/14/2000 SI'ECIFIC AND GENERAL EW CONINI1TTEE ivl1A - DA I)I COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING CONTRACTOR LICENSING sic" rloN (305) 375 - FAX (305)375-255S CONTRACTOR F :NF'ORCF :NIF:vT DIVISIl)N (305) 375 -2966 FAX (305)373-2 I•ROI)t'Cr CO\'Tltol. DIVISION (305) 375 -1 FAx (305)372-6339 Raul Rodriguez Chia Product Control Division This application for Product Approval has been reviewed by the BCCO and approved by the Building, Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions set li)rth above. Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Otlice , s04S0001 \pc20001 \temptates,notice acceptance cover page.dot Internet mail address: postmasters :buildingcodeonline.com Homepage: http : / /www.huildingcodeonline.com LABRADOR & FUNDORA CORP ACCEPTANCE No.: 00- 0609.10 dba V & V Windows 2 APPROVED : DEC 1 4 2000 EXPIRES DEC 1 4 2005 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Aluminum Single Hung Window and its components shall be constructed in strict compliance with the following documents: Drawing No W99 -23, titled "Aluminum Single Hung window" Sheets 1 through 3 of 3 dated 03/26/99 last revised on 11- 15 -00, prepared by Al -Farooq Corporation, signed and sealed Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4.. • INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. IS1.41 1- L1. 4NC1� Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division LABRADOR & FUNDORA CORP dba V & V Windows ACCEPTANCE No.: APPROVED EXPIRES 00- 0609.10 DEC 1 4 MD DEC 1 4 2005 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; - d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be g: oennds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of' Acceptance consists of pages 1, 2 and this last page 3. 1 544 \. [Ai 4■.d. Ishaq I. chanda, P.E. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 D.L. OPG. (FIXED) e 13' TYP. NUMBER OF ANCHORS /JAMB DSB -ANN. GLASS 3/16" -ANN. GLASS HEAD /SILL I O II -_ ii ,, 1I 11 II , II 11 3 /16' -ANNi GLASS II 11 u _ 11 11 II II / -1 � 11 / 11 C II O 11 H 11 11 11 , II i _ u 11 11 11 11 II n II 11 1 26' I 1 1 48 D.L. OPG. (VENT) 50 1/8 D.L. OPG. (FIXED) 13" NUMBER OF ANCHORS /JAMB DSB -ANN. GLASS 3/16" -ANN. GLASS WIDTH __ -- II DSB - GL II II u NN. *S V. EXT.( +) 1NT.( -) II n II 11 1 26' 3 60.0 1 1 I 32' O.L. OPG. (VENT) - 34 1/8' WINDOW DIMS. NUMBER OF ANCHORS /JAMB DSB -ANN. GLASS 3/16" -ANN. GLASS WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 19 -1/8' 26 -1/2' 37' 53 -1/8 26' 3 60.0 66.7 60.0 121.4 3 60.0 66.7 60.0 121.4 3 60.0 66.7 60.0 121.4 3 - - 60.0 120.7 19 -1/8' 26 -1/2' 37' 53 -1/8 38 -3/8' 3 60.0 66.7 60.0 121.4 3 60.0 66.7 60.0 121.4 3 60.0 66.7 60.0 117.4 3 - - 60.0 81.8 19 -1/8' 26 -1/2' 37' 53 -1/8 50 -5/8' 4 60.0 66.7 60.0 121.4 4 60.0 66.7 60.0 121.4 4 60.0 66.7 60.0 118.7 4 - - 60.0 75.6 19 -1/8' 26 -1/2' 37' , 53 -1/8 56' 5 60.0 66.7 60.0 121.4 5 60.0 66.7 60.0 121.4 5 60.0 65.3 60.0 118.9 5 - - 60.0 69.9 19 -1/8' 26 -1/2' 37' 53 -1/8 63' 5 60.0 66.7 60.0 121.4 5 60.0 66.7 60.0 121.4 5 58.5 58.5 60.0 106.5 5 - - 59.5 65.5 19 -1/8' 26 -1/2' 37' 74 -1/4' 6 60.0 66.7 60.0 121.4 6 60.0 66.7 60.0 121.4 6 - - 60.0 89.0 DESIGN LOAD CAPACITY - PSF ■ FALSE MUNTINS (SURFACE APPLIED) MAY BE USED n to ROLL FORMED ALUMINUM BEAD DSB -ANN. GLASS OR 3/16' ANN. GLASS GLAZING DETAIL 53' WINDOW WIDTH 49 7/16' VENT WIDTH SILICONE GE 1000 3/8' X 1/16 BEAD N 7 MAX. TYP. HEAD /SILL TYPTCAL ELEVATIONS TESTED UNITS. Engr: DR. WJM&YOUN FAR000 ;1RUCiURES FLA. N 16557 37 WINDOW WIDTH 33 7/16' VENT WIDTH WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS O 0 7' MAX. TYP. HEAD /SILL NOTES; L THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILbING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED. APPROVED AS COMPLYING WITH THE SOUTH F RIDA BOIL NG COD DATE 74/ ZOO c BY I s 4 % • 9 1- Ck' %Ada. PRODUCT CONTROL DMSION BUILDING CODE G OFFI E ACCEPTANCE NO. 00 0 6e'7• (U 0 " fi O G 8 1 a co m 0 c 0 0. 0 v to 0 v 0 Z W 2 0 0 0 0 0 0 W iv 0 ) t drawing no. W99 -23 (sheet 1 of 3 ) ITEM # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 1 FRAME HEAD 6063 -T5 - 2 1 FRAME SILL 6063 -T5 - 3 • 2 FRAME JAMB 6063 -T5 - 4 1 FIXED MTG. RAIL 6063 -T5 - 5 1 VENT TOP RAIL 6063 -T5 - 6 1 VENT BOTTOM RAIL 6063 -T5 - 7 2 VENT JAMB 6063 -TS - 8 AS ROD. GLAZING BEAD ALUMINUM ROLL FORMED 9 2 /VENT VENT LATCH e 7 1/4' FROM ENDS - ZINC DIE CAST 10 1 REINFORCING BAR 1/2' X 5/8' STEEL(A-36) FULL LENGTH, WDW. V/ 3/16' GLASS ONLY 11 1 REINFORCING BAR 3/4' X 3/4' STEEL(A-36) FULL LENGTH, WDV. W/ 3/16' GLASS ONLY 14 AS REQD. BOTTOM RAIL BULB W'STRIPPING VINYL TEAM PLASTICS 15 AS REQD. ASSEMBLY SCREWS - SIB x 1' P.H. CRS SMS 16 2 BLOCK 6 TACKLE BALANCE - 5/8' BOX, BALANCE SYSTEMS INC. OR EQ. 17 AS REQD. PILE WEATHERSTRIP - SCHLEGEL FIN SEAL OR EQUIV. 18 1 5/16' BOX SCREEN - OPTIONAL • TYPICAL ANCHORS SEE ELEVS. FOR SPACING 1BY OR 2BY WOOD BUCKS >i •.a a . 44 TYPICAL ANCHORS J TYPICAL ANCHORS SEE ELEVS. FOR SPACING SEE ELEVS. FOR SPACING WOOD BUCKS NOT BY V&V WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT: FRAME CORNERS, FRAME SILL INSTALLATION SCREWS, VENT CORNER SEAMS AND FIXED MEETING RAIL AT END SEALED WITH 'SCHNEE MOREHEAD SUPER SEAL' SEALANT. OR EQUIVALENT ANCHORS: SEE ELEVS. FOR SPACING 3/16" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY W000 BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. TAPCON$ AS MANUFACTURED BY ELCO. OR EQUIVALENT CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. REINFORCING BARS REQD. AT WINDOWS WITH 3/16" GLASS ONLY STEEL(A -36) TO BE PAINTED OR PLATED 1BY OR 2BY WOOD BUCK r 18Y OR 28Y WOOD BUCK VENT WIDTH D.L. OPG. (FIXED) EXTERIOR WINDOW WIDTH Enyr. OR. HU61AYCt'M FAROOQ STRUCTURES: • FLA. PC 16557 6 2000 TYPICAL ANCHORS SEE ELEVS. FOR SPACING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUIL NG CODE DATE /1 Zoo d BY 1441 1 L ,Aok PRODUCT CONTROL DIVISION BUILDING CODE C OFFICg ACCEPTANCE NO. 0o - 0, 60?. /0 z co rn O ° 1 F- N d c a to Z O eh O c a. G4 r 41 1. ON U N w CY >`� O a a 1 V) O a0 N C4 Q, ( X 3e i L=, w n 1 ( j WW w — c 0 . 1 ) W co m N 1 6 0 0 ( c 0 o. c 0 'D .0 a) 0 v O 0 drawing no. W99 -23 (sheet 2 of 3 1.0 1.387 1 15 r ---- 2.125 1.015 I .375 --t_ F� .980 1.465 -- 2.187 1.356 L_. .937 .062 TYP. FRAME HEAD r 1.546 .312 U r w 1.187 812 -1 .062 TYP. FIXED MEETING RAIL U --I .062 TYP. 890 VENT TOP RAIL -1.625 .606 VENT BOTTOM RAIL .887 1.387 1.637 1.845 .062 TYP. I x°- 1.075 -{ I .070 TYP. .950 .690 --I .625 [ - SASH SIDE RAIL 1.156 .4 7 r 1.220 -1 L._ L395 -1 FRAME JAMB 2.342 .937 , h 1- - 2.123 .062 TYP. 2.156 290 • .760 .062 TYP. FRAME SILL U 1 2.000 1 I 2.353 FRAME TOP CORNER 15 FRAME BOTTOM CORNER Engr. DR. HUt IJN FAROOQ STRUCTURES FCP. P. fr - 16567 VENT TOP CORNER VENT BOTTOM CORNED APPROVED AS COMPLYING IMTH THE SOUTH 5== CODE DATE /4f, ZOO BY t.k4cl 1 • L li4ucl4, PRODUCT CONTROL DIVISION BUILDING CODE 6OMP11ANCE OFFICE ACCEPTANCE N0, CO 06 o ' O Z n (.'1 Ob O ° o E-• U 0 p R a 4 O in n ci w O 3 In 0 a j " a3 O : « I < O a r .Q,c V) 0 N CC to W W N M 1 Z *.., 1 c c ti O 0 N n 0 Q) O c 0 • drawing no. W99 -23 (sheet 3 of 3-) MIAM bAOE PRODUCT CONTROL NOTICE OF ACCEPTANCE Atlantic Shutters Inc. 15421 West Dixie Hwy. Bay 23 North Miami Bch ,FL 33162 The expense of such testing will be incurred by the ACCEPTANCE NO.: 01-0124.15 EXPIRES: 03/26/2006 APPROVED: 04/12 /2001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE \IIiTItO- I),\DI. FLAGLER BUILDING 140 \1 1;ST PI.: \CII.IiR STRIi'1', SUI'i't: 1603 \ll: \III. FLORIDA 33130_1563 ( 303) 3 -2901 FAX (305) 375 -2908 ('O\'•l(. \( t.l('I \ SIN(. SE( (305) 375- FAX (305) 37 ('O \'I'R.\( F :NFAR(•I:.IF :V'r DIVISION (305) 375 - 1':\X (305) 375- 1'ROI)(("1• (ONTROI. DIVISION (305) 375 -2002 FAX (305) 3 Your application for Notice of Acceptance (NOA) of: 0.063" Aluminum Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This 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. j / ) Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE N. This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office 11 s0 4 $00011pc2000 \ \templates\nocice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonlinc.com • Homepage: http : / /www.buildingcodconline.com Atlantic Shutters, Inc. ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 01- 0124.15 04/12/2001 03/26/2006 1. SCOPE This revises and renews the Notice or Acceptance No. 99- 0208.02. which was issued on March 4. 1999. It approves an 0.063" aluminum storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Nfiami- Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23. do not exceed the Design Pressure Rating values indicated in the approved drawings. PRODUCT DESCRIPTION This 0.063" aluminum storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 01 -210, titled " 0.063" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated January 18, 2001, sheets 1 through 7 of 7, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and dama,e at all times. 4. INSTALLATION This 0.063" aluminum storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label Nvith the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall he accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. ` I-1c1my A. Makar, P.E. - Product Control Examiner Product Control Division Atlantic Shutters, Inc. ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 01- 0124.15 04/12/2001 03/26/2006 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. '_. Any and all approved products shall be permanently labeled with the manufacturer's name, cite, state, and he following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of' this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales. advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawin2s and other documents. where it applies, shall he provided to the user by the manufacturer or its distributors and shall he available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE 1 Ielm A. akar, P.C. - Product Control Examiner Product Control Division 3 ) _ ,_ H .-Z ▪ W Zm xJ J « J aI -� Zir I Z <OW a ar--� Ono. , =F E Na J 0 LL n, /lam, 17 A< 'S ,' . : ^^ :X ANGLE O SCALE .-_ ' - WIDTH UNLIMITED (PERP TO PANEL SPAN); SECTION 6 " (TYP ` FASTENER (a 0: FOR DESIGN CADS LESS THAN OR EQUAL TC 110.P S F ANC @ 8 C C FOR DESIGN. _OARS GREATER TrtAN 110 c S - EXISTING CONCRETE, HOLLOW BLOCK OR w00C =RA -1tNE. (SEE ANCHOR SCHED SAS_: ON TyoE OF STRUCTJ:;E - PRODe MARKING L OCATION - /1 o Z.00 • _ CC COVERAGE - 3 50" FULL PANEL PLAN VIEW TYPICAL ELEVATION - TYPE I - 1/t. -20 X 3 /1.' ~IN ' PUNC HED IN ANCLE 1 'SE D E - AILS SPA: V O. 2 00" STUDDED ANGLE O 6 SCALE • 3•' = 1'- 0•' TOP MOUNT PIECE 0.03 . e. OR 0 BOTTOM MOUNT PIECE® OR ® 'RCDLE T YAzK:NG / (OPIONAL _OCA�ION' COW ar- 'I � O 8 1" x 1" TUBE xuJv FASTENERS E N (SEE PLAN J VIEW & NOTE 6) 063 �VER_AP FASTENERS •-• Y_ :SEE NO P STORM PANEL TY= ) ALUM ANGLE CLOSURE PIEC x 2" x 055" MIN T _ 01ST r A). 6 00 COvERAGE % 50" HALF PANEL WIDTH UNLIMITED (PERP TO PANEL SPAN)( SECTION,_ (ZAMAC 3 ALLOY) WASHERED WINGNUT SCALE HALF SIZE TYPICAL ELEVATION -TYPE II TOP MOUNT PIECE Z OR OR DIR CT MOUNT 1'"x1 - TUBE FASTENERS (SEE PLAN VIEW & NOTE 6) —BOTTOM MOUNT PIECE() OR 0 DR OR C T MOUNT - EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING (SEE ANCHO.. SCHEC BASED Dr. `'PE 0= STRUC - JF?E • Z. MAX \ . PLAN VIEW SCALE 1 -1/2° 16 GAGE STEEL TUBE SCALE HALF SIZE WT - UNLIMITED (PER? TO PANEL SPAN) TYP UNLESS C LOSER SPACING R=C FOR DIRECT MOUNT TYPICAL ELEVATION - TYPE III NO FASTENER & TUBE REQUIRED TO HOLD PANEL SEAMS TOGETHER FO? Tr MOUNTING CONDITIONS 0 2 00 HEADER SECTION :A 0 o! r c 7 TOP MOUNT PIECE) OR OR DIR C T MOUNT BOTTOM MOUNT PIECE L OR OR DIR C T MOUNT 1/2" CVERLAP--; ANGLE C_CSURE PIECE BE CONTINUOUS FROM INSIDE H:-,40:- THROUGH BOTTOM SILL 1• x 2" x 125•' MIN TO 2• . 5" x 125" MA a . 1 066" o' 0• i- 1/2•'I r i ' -- MIN i JSS • II N, (I ti 0551 2 OC EXIS ING. :DNCPE HOLLOW 5_ DC✓ 0= W00D z : .M;vC S:: 110 S = A N. (c C : - O "U" HEADER T1ONAL ANGLE SCALE 3 - . _ _ __ - 0 GENERAL NOTES: - HIS S -L E R SYSTFY _ DESIG ^E :N THE SCL - :Ri„ - ., _D NO _GCE '99.- E.0; - :0N 2 =CS. ANC NE ^A = D -GN P RE SSURE CA_' - - TONS BE =ER = ^R`1E - S ==" =1C JOBS IN .CRCANG- wITH. A S C E 7 -58 .!':INlM� D= SICN LOADS =CR B;;I' DINGS ANC TREK S - RuC TURFS' TABLES SHA,_ ... 3E REFERENCE A _ THE HE A=PRCPR:A 3 STORM.. PANELS SHALL BE E052 -H32 OR 300:- H a �JMIN�JM ALLOY. 0 063" THICK, wlT- A MINIMUM Fy OF 26 K S • (BEFORE ROLLING) ALL EXTRLSICNS SHAL BE 6063-'6 A_JMINUM ALLOY. U 0 N 4 PRODUCT MARKINGS SHA__ BE WITHIN 12 " OF ONE ENC OF THE PANEL WITH A MINIM;;M OF ONE MARKING PER PANEL. AND SHALL BE LABELED AS FOLLOWS ATLANTIC SHUTTERS. INC. NORTH MIAMI BEACH. FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5 ALL BOLTS AND WASHERS SH ALL BE GALV S AINL STEEL OR HAVE APPROVED COATING• WITH A MIN TENSILE STRENGTH OF 60 K S 6. FOR TYPE 1 OR 11 PANELS LESS THAN 101" HIGH SHALL BE FASTENED AT OVERLAPS. AT MIOSPAN WITH 1/L -20 x 3-1/2 - MACHINE SCREW SIDEWALK BOLTS WITH DIE CAST ALUMINUM WASMEREO WINGNUTS OR JACKNUTS. UTILIZING A 1" x 1' x 16 GAGE STEEL TUBE AT MICSPAN (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 1 AND 11. FOR PANELS SPANS LESS THAN 33 OVERLAP FASTENERS ANC) TUBE AT SEAMS ARE NOT REQUIRED. FOR TYPE 111 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 IC T 0.) TEST REPORTS Nc 95-006.96-007 896-007R 9. TOP 2. BC TOM DETAILS S-"W• MA" BE INTERCHANGED AS FIELD CONDITIONS DICTA -- PANELS MAY BE MOUNTED HORIZONTALLY WHERE A == _CAB:_ 10 AT L ONE WARNING NOTE PER OPENING! SHALL BE PLACED IN A CONSPICUC_'S LOCATION ON ANY OF 7 HiE COMPONENTS OF STORM PANEL SYSTEM. ADVISING -E HOME OWNER OR TENANT - -AT THE STORM PANELS WILL NOT OFPER HURRICANE PR^- CTION UNLESS __ REINFORCINWHEN NEEDG D: D 50LTS AN '_B ARE ROPERLY INS AL__2. E' - • — , Ai 4 - Q - a e `g' _ B S < W S — _ n es Le v _ a V ' Kt>r V:;h' F._ L■Cense r -c PE /0O:C ° t3_ JA • • • - ADS _ _ _ AA ?ROvEZ AS O?. : = L"IN. WITH THE I ~ - - - a.•. j SOUTH CL C." ORIC� BU!LNv DOGE - - (-4/12./u1 / •a•• __ .e ✓l I._ o. . ?DD ■- � S . = D _ - ••,• • 5J; .DING:30= COMPLIAN:E _ - 'I .E 01 -21 0 :DNCRE TE. COL_ =W BLOCK OR a0cc FRAMING SEE „, MBE AnV,C D ? OF S7RUC RE-V 4 GLASS OR DOOR S =E. - S "ORM ANC_ SE.PARA - :ON 2 01/18/01 72.35 CLASS OR :C:.DP _x1S NC CONCRETE. -0L_Ow BLOCK OR .dQOC FRAMING SEE AmC-'OR SC=IED BASED y° ON ' "PE OF —•-■Ij ANGLE TO WALL DETAIL SET PIIN STORM PAa1E SEPARATIOW FRIIl11 GLASS SCHED (TALE 2) 5@CONT (TYP TUP A. BOTTOM CONT � - FINISH MATERIAL S T UCZC ANO /OR CLYw0 FASTENER SEE ANCHOR SCHEDULE. REF CONNECTION 2" T1/2" MAX WALL MOUNT SECTION SCALE : 3" = V -0" FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE. REF. CONNEC TION 'TYPE 4 1/4-20 MACHINE BOLT & NUT @ 12" O.C. ASTESEFR. SEE ANCHOR SCHEDULE. REF COmnECTION'TYPE 4 "-EXISTING COINDRETE. HOLLOW BLOOC OR ■00D FRAMNIE SEE ANCHOR SCI CASED pN TYPE OF SV UC TORE (TYP TOP gl37TOM) SIDE C16xSURE REO (SEE SECTIONS OF D SJiLD -OUT MOUNT SECTION SCALE 3" a 1' -0 ELEV • r- : / :. M DOOR SEE YIN STORM ANE_ SEARATICAN FRO .._ASS SCHEC -A5,E 2, FASTENER. SEE -- 1/4 -2C MACHINE BOLT ANCHOR SCHEDULE. S WINGNUT p 6•' C REF CONNECTION" TYPE 5- FOR T YP- g II ANC (a 12" 0 C =0R TY0E !U L7 W w J J CO w Z < W CL X F 1/4 -20 MACH NE BOLT 8. WINGNUT (a 6" O.0 FOR TYPE I & II AND (al 12" 0 C FOR TYPE III 1 /1.-20 MACHINE EMLT & NUT p 6 "0C PANEL TO ANGLE DETAIL SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED - (TABLE 2) GLASS OR DOOR 1/4" MAX. PLYWOOD AND STUCCO FINISH — 2" x 5" P T WOOD BLOCKING SCALE 3" 1' - 0" 4///1/1/11/11 11/1 .W.11/11 // /II .. (MAX DESIGN LOAD c 72 PSF) NOTE THIS DETAIL MAY BE USED - TOP OR BOTTOM OF PANELS WALL MOUNT SECTION (BOTTOM) .-- .I000 FRAMING FASTENER SEE ANCHOR SCHEDULE REF CONNECTION - TYPE 3' Z W w J 9 w < Z < G: x ' V 1 F 1' P'_ ' ANC STUCCO FINISH .M A X NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS WOOD CEILING /INSIDE MOUNT SECTION SCALE 3" = r -0" 1/4 -20 MACHINE BOLT & WINGNUT p 6" 0 C FOR TYPE l g 11 AND (al 12" 0.0 FOR TYPE III r " ©C0NT FOR WOOD BLOCKING USE 1/1." x 1 - 3/4" S S LAG SCREW w/ 1 -1/2" PENETRATION INTO W000 BLOCKING @ 12" 0.0 I Z w J -J X CONT Z Two 1/4"m x 4_1/2" S S LAG SCREW (al 24 0 C MAX W/ 1 -3/4' PENETRATION IN CENTER OF STUDS EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING SEE ANCHOR SCHEO BASED ON TYRE OF STRUCTURE SEE MIN S OR" DANL. S -'A ,ON FROM GLASS S "AB LE 2: EXISTING CONCRETE. HOLLOW BLOCK OP W000 FRAMING SEE ANCHOR SCHED BASE: ON TYPE OF STRUCTURE GLASS OR DOOR — ' NOTE uCON' CLASS OR DCOP / W / vF ! EO I EO SCALE THIS DETAIL MAY BE USEC AT TOP OR BOTTOM OF PANELS FASTENER SEE ANCH SCHEOuLE. REF CONNEC `TYPE 3 EOGE L 1 3 1• -0" E xIS"ING S - JC; _ --r- .. - - MAC -4 N E BOLT & WINGNL; 6 0 _ =0R TYPE Z. :1 ANC (a ;2 0 C FOR TYPE 111 EDGE OIST ASTENER SEE ANCHOR SCHEDULE. REF. CONNECTION'TYPE 3" CEILING/INSIDE MOUNT SECTION i 1- 1n N SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHEO (TABLE 2) ©CONT. 1/4 -20 MACHINE BOLT & NUT @ 12" 0.C. OS CONT (TYP TOP & BOTTOM - 1 1 w 1/4 • MAX GI X 1/4 - MACHINE BOL g WINGNUT .pa 5" C C FOP TYPE 1 & 11 ANC FOR TYPE FASTENEP SEE ANCHOR SZi-IEDULE p 1� 0 C REF CONNE;TiCN 'TYPE 4" FINISH MATEPIA_ S'JCCO. AND /OR PLYWOCC EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE. SIDE CLOSURE REC•C (SEE SECTIONS OF ELEV .I HEADERS g CAN NO' BE '.;SED IN COMBINATION WITH THIS DETAIL APPROVED AS COk;PLYINGVVITH . E O ALT. BUILD -OUT MOUNT SECTIONS FloR10A aulLDInc c00E F C;TE 9 /( Z/n SCALE 3" = 1' -0•• 8Y PRODUCT CO(QfROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE r :o.0I - 0 24 • I S - z . 0 0 0 It o ;� u •KNEZEV) OFESS'CF/AL,J 911 L'ceK34-1 NO- PE :>01498:3 / • 2 2 2001 o - 33 —,' • 01 -2i0 ;n«• , of BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2'• x 5- T., = 125" T = 125" 5 . -0 " 9 . -5 " 8' -0" 8. -1" 2 .. Tw = 125•• T • = 125" 8 . -0 .. t3 -7 --PEE 1/L •0 •../OCO -Au .. • x 250 _JM 71 ATE A :ROSS W000 C IS' ROOF TRUSS PPC:v;DE CON" WHERE - PACT( ENDS BETWEEN TRUSSES ZI^ OI /18/O1 12:35 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) SOFFIT CONNECTION DETAIL © SCALE : 3" = 1 - -0•• 1 /t. "0 THRU BOLT ANGLE TO ANGLE CONNECTION @ 12 O.C. 2" x 2 x .093" STUDDED ANGLE - 1/2 '/2' / SCALE 3 • +' - 2) (MAX. DESIGN LOAD = 72 PSF) , o1L W -J r- W W FASTENER. SEE ANCHOR SCHEDULE. REF CONNECTION "TYPE 4' EXISTING 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"x3 "x /8" OR2 " 5" x 1 /13" CONT ANGLE 6063 -T6 ALUM. (TYP TOP & BOTTOM) .JCCO ROC= PL SS SEE MIN S ; 3RM PANEL SEPARATION FROM GLASS SCI- (TABLE 2) ::L ASS OR 0:CCP • 0' a 19 ^,R =RAMING _•BEP 5 JCCE' J SMS BE TwEEN 'RUSSESa12 "CC - =WISH MA - E P IA� S C00 ANO /OR PL • WCOC 1 /L' MAX EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EMB IO7 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE S ^' O H "PASS THRU" DETAIL SCALE : 3" = r -0" 12 SMS (a 12 "0C. (MAX. FINISH MATERIAL. STUCCO AND /OR PLYWOOD ALT. LEG DIRECTION TWO -1 /L"0 THRU BOLTS 2"x3 "x /L'"x -8 6063 -T6 ALUM ANGLE o THREE 5/16 "m POWERS RAWL CALK -IN @ 3-1/8" 0 C W/ 1 MIN -L_. EMBED IN CONC OR HOLLOW BLOCK w/ 3 -3 /L" MIN EDGE 0IST (MAX DESIGN LOAD = 72 PS =; O HEADER MOUNT DETAIL K SCALE 3" = 1 ' -0" ALUM BEAM (SEE BEAM SCHEDULE 3ELCw FOR BEAM DESCRIPTION & MAX HORIZONTAL SPANS; z a x c r SEE MIN STORM PANEL SEPARATION PROM GLASS SCHEO • (TABLE 2) • 2 ' x 093• 3 ..(DEC ANGLE - mAX 1/3 TILE =INI5r "IA"ERIAL 2. x x 1/8" 00N7 3::. R_"WOGD ALJ^^ TUBE ;5353 - 75; 1/:...0 7 0WE5 RAWL A_K -IN 7.. 0 WITH 7/8" MIN EMB IN CONC OR HOLLOW BLOCK CR 1/z."0 LAG SCREW (0 12" 0 C W/ 1 MIN EMB IN W000 w000 SHALL BE OF SPECIFIC GRAVITY G OF 0 55 OR GREATER 1/2 "0 THRU BOLT (a 12" 0 C 1/ l."0, POWERS RAWL CALK -IN (a7 12" 0 C WITH 7/8" MIN. EMB IN CONC. OR HOLLOW BLOCK OR 1 /L"m LAG SCREW 2." 0.0 W/ 1 -1/2" MIN EMB IN W000 WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0 55 OR GREATER 2" x 2" x 1/8" CONT ALUM ANGLE 6063 -T6 DESIGN LOAD = 72 PSF) APPROVED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE DATE BY PRODUCT C OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.O1 OI Zy , is 0 m F W L n EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE 1 2' MIN o EDGE MOUNT DETAIL SCALE 3" = r -0'• X r 0 v.. 5/16" P POWERS RAWL CALK -IN @ 5" 0 0 W/ 1" MIN EMB INTO CONC OR HOLLOW BLOCK w/ 5/16 " -18 MACHINE SCREW 2" x 5" x 1/8" CONT ANGLE 6061 -T6 ALUM W/ 1 /L•'0 STUD p 12" 0 C NOTES THIS DETAIL MAY 3E USED AT TOP OR BOTTOM OF PANEL (MAX. DESIGN LOAD = 72 PSF) EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO, ANO /OR PLYWOOD FASTENER SE = ANCHOR SCHEDULE. REF CONNECT :CN 'TYPE 3' 1 /L" -20 STUD & WING NUT (al 6' O C FOR TYPE 1 &11 AND (G1 "00 FOR TYPE 111 2" x 5• M:.X x 093• STUDDED ANGLE (MAX DESIGN LOAD r 72 PSF; O TRAP MOUNT DETAIL L SCALE 3" = �J ri I IT! I . 1 I , i o �� n. > - ' • .. K N ^ - > u . - v.J - JEZEV1Bfi 'PR +JFESSICN.l. FNC?NEEnI FL. LiCeA' PE 00 0909 ar ._...p �o i 0 1 -21 0 sree 3 or SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) 01/18/01 12:38 (I-TAX. DESIGN LOAD s 72 PSF) • -T s G 5/16 "m POWERS RAWL :AL< -;N 3 -1/8 0 C W/ 1 MIN S - _CD E :�aNG_E- EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING. SE_ ANCHOR SCHED BASED ON TYPE OF STRUCTURE GI.LASS OR DOOR Ey6E0 IN CONC OR HOLLOW BLOCK W; 3 -3/4" MIN EOGE GIST .1 • 5. MACHINE SCREW NOTE. THIS DETAL 1MAY BE USED AT TOP OR BOTTOM OF PANEL. J. • 0 a. • v r u12 SMS @ 1 2 " 0 C I•-- 2 .. x 7 .. x 9 . - 7 MAX . Tf = 0 13 ". Tw = 0 055" 6063 -T6 ALUMINUM LA BEAM 612 x 1" ALUM TEK 2' x 3 "" x v4° x 0' -8 SCREW OR 300 SERIES 6063-T6 T 6 ALUM. ANGLE S.S. TEK SCREW p 8" O C TYP. � 'W O 1/4"0 THRU BOLTS ALT. LEG DIRECTI ON \ \- FINISH MATERIAL STUCCO. AND /OR P',LYW000 "— EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHEI3. BASED ON TYPE OF STRUCTURE STORM PANEL SUPPORT BEAM ® SCALE : 3" = T -0 USE RESIOVABLE ANCHORS ONLY (p1 6" O.C. MAX. FOR TYPE 1 & II AND Ii 12" 0.C. MAX. FOR TYPE 111. BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION "- 1' (LOCATE FASTENER IN NARROW PORTION OFF KEYHOLE SLOT) © DIRECT MOUNT DETAIL SCALE 3" = 1 FINISH MATERIAL STUCCO. AND /OR PLYWOOD ::INTS4 TERIAL S TUC AND /OR o LYW000 — \ EMS 1/4 - 20 S.S MACHINE SCREW BOLT & WINGNUT (p7 PANEL MIDSPAN @ 51" 0.0 0R 2 ' MIN. 2" x 2" x 125 MAX. 4" x 4" x 125" CONT 6063 - T6 ALUM. ALLOY OR 18 GAGE GALV STEEL ANGLE — ` 2.. . 055' 6063 -T6 ALUM TUBE ' = .. x 2 .. i r • • T Q STUDDE: ANGLE —1/c."0 MACHINE SCREW BOL- ' -1/4" POWERS CALK - IN w/ 7/8" EMBED IN CONCRETE \` OR HOLLOW BLOCK @p 6" 0 C ExtSTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE (MAX. DESIGN LOAD _ 72 PSFI NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL O 2" x 2" ALUM. TUBE BUILD -OUT SCALE : 3" = 1' -0" STORM PANEL © ALT. CORNER DETAIL SCALE 3" = 1' -0" - STORM PANEL 1/4 ". THRU BOLT (p1 12 0 C ANGLE TO ANGLE CONNECTION I2" x 3" 2" x 4" x 1/8" 2" x 5" 6063 -T6 ANGLE FASTENER SEE ANCHOR SCHEDULE. REF CONNECTION - TYPE 3' 1-1/2" MIN EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE 2'" x 2" x 093" STUDDED ANGLE 1 /L " -20 MACHINE SCREW STUD & WING NUT p 6" 0C FOR TYPE & 1I AND ca 12" 0 C FOR TYPE III 1 -1/2" MIN EDGE DIST ;. NON- STRUCTURAL NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL (MAX. DESIGN LOAD _ 72 PSF) O STORM PANEL BUILD -OUT SCALE : 3" = 1• -0" 4 2.. x 2 — 093 ' STUD ANGLE APPROVED AS COMPLYING WITH THE SOUTH FLORID BUILDING CODE DATE • L • PRODUCT C • �' OL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO.D t - Q t Z4 • iS G• /1 /1..." -20 MAC -4INE SCREW STUC & WING NUT ( 6" 0 C FOR TYRE 3 • AND . CB 1 0 : T Y P - 111 • • aII fl • ;= z; 1 I • u • re l� 3: c: •: 101 I: a I o 0 >. a. i te z V.J KvE7EVI :Pg7.Ess * .l. E EEnI FL Li.Cnn7 NO: • PE /00 VC 83 / i JAI N ;n .,! LJO1 8/C . 01 -210 S nee• - 0 /1 zos1-1' /_ CcS LOAD 1W: (PS =: 1 •�- ..a_ sH(.. _ S2 N :_ r: , .MINIMU BE=a -:ON NS __ CNS 30 0 _ESS a3Cv_ :RAZE y _ (NC =S •- tINI•LM SE = AP:. - ION =..- :r1S a_'_.: - :Cti C `'PE+--_ - -IAN. 30 . 3Cv_ :RACE :NC - =S• 'Ai, BA= .NC BAR 3. 3C_75 '-__ :11 ONLY) w' NC BAR LO 0 5 - 0 2 -1/2 2 -1/2 _•/8 8- 5 2 -1/2 2 - ' 1 -5/3 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 /4 8- 5 2 -1/2 2 -1/2 1 -3 /L 8- 8 2 -1/2 2 -1/2 1 -3 /4 11 - 0 3 3 -3 /4 3 60 0 5 - 0 2 -1/2 2 -1/2 1 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 /4 3 70. 5- 0 2 -1/2 2 -1/2 1 - 1 /L 8 - 5 2 -1/2 2 -1/2 2 -1 /4 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 /4 3 -3/1. 2 -3/1. 100 0 L - 0 2 -1/2 2 -1/2 1 - 1 /4 6- 0 2 -1/2 2 -1/2 1 -1/2 8 - 3 2 -3 /4 2 -1/2 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 ' 6- 0 2 -1/2 2 -1/2 • -1/2 7 - 6 2 -1/2 2 -1/2 _ - ' /L NEGATIVE DESIGN LOAD w (PSF1 •=E 1 - -DE , - •D_ :II A__ MOUNTING CONDITIONS w: .. HIEADERS. '=-! ": HEADERS w/ S -;OS (c 5' D C S .:CC_D ANCI_E •'•CL.N - S -= • TRACK "CLN - S 'W/ S - '.:CS ^ 5' . 3 DIREC ^^.CUN w/ ANCHORS ' 5" 0: ,.P 2. 3c --CH; S L:CDE.. ANGLE `n.OUN'S .._. TRAC •< MCUNTS W/ STUDS a '2" :1: 8. DIRECT 'ICUNTS W/ ANCHORS p 5" OR 12" 0 _ (TOP 8 3C ET0N, x _ max (FT -IN) _ 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 - L 60.0 7 -9 10 -0 9 -5 65.0 7 -2 9 -10 9 - 70.0 6 - 7 9 - 8 - 8 75.0 6- 2 9- 6 8- 2 80.0 5 -9 9 -3 7 - 90.0 5 -2 8 - 9 6 - 10 100.0 L - 7 8 -3 6 - 2 110.0 1. - 2 7 11 5 7 120.0 3 - 10 7 - 5 -1 130.0 3 - 7 7 - L - 9 140.0 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 L - 11 3 -3 200.0 2- 3 L- 8 3 • 01/1 01 12:38 TABLE 1 - STORM PANE SCHEDULE NOTE FOR TYPE Ill - NO BOLTS W/ STEEL TUBE ARE REQUIRED TO HOLD PANEL SEAMS TOGETHER ANCHOR SPACING SHOWN IN TABLE 1 FOP DIRECT MOUNT SHALL NOT EXCEED THAT SHOWN IN FASTENER SCHEDULE TABLE 2 - SEPARA T jON FROM GLASS SCHEDULE ar WVED AS COMPLYING'MTH THE SOUTH FLORISA BtyILDING CODE DATE H 12` 0 T 1 air O Pc:Ca:CT C. �ROL DIVISION BU'LDING COO_ CCMPUANCE OFFICE A:O_PTAf:DE rlc 01- DI ly 15 ro Y — n Z • +G Q� , — • _ Za, _ 0• • • 5 S 3 `' e ✓J KNF]Fy$CH P 3FE"a,ONnct. NtJ+E' a i i_heen /.9 NO r”-.:1007'0983 ' -, l∎ / 2 430; 01-210 e '+e• 5 a• 72 :72 5 - 5 10 / 2 1; L. , 3 % _ j 33 12 7 .. 5 - � 3 _ 1 9 -'%', 5 3 42 ;'2 - - a 5 3 /i L / 3 i - 3 / ! /. //. w z 01/18/01 12:39 • -� � i =PS /RA 'w1 - a_[ -rt► w/ 7/8" _•ABED Z. 1/4-20 52 BOL - HEAD) / •/-" 'Oar =RS /RAW ZAMAC.IL -IN W/ -1/9 tbly EMBED —1 J J 1/4 "o DYre*BOL T SLEEVE AKICHOR W /1 -1/E MIN. EMPED. 1 X I /'. •m POWERS /RAWL DROP -at (3/4 IIEAD) w/ 1 -1 /4 MIYS EMBED. (W) N SF `T A X =9 ` IAX S _ 52 _ ' 7 2 5 200 2DC •2 - 5 -0. S.-5 • 1 < SCAN `9AX S . AN .. • "^l. "^ SP.;'NG lWC"ES! c3o •'AO'0US OESIGN _CAC: A S - . ANCHOR SCHEDULE 2' EDGE DISTANCE 7 t - 5 •2 12 _ - 2 - - - _ - % % L. 3 MAX SPAN ,:JNNE Cr. . . 9 5 -0•• 8. -5. ''AX SPAN •2 a '7 r 3" EDGE DISTANCE :2NNE_ C\ - - - 5 2 3 - 5 S 10 "'AX S L - _ - 5 - - 5 3 12 3 5 1 L, 5 11 4, 5 I 3 j 4 4 121 3 7 4 5 11 �/ 5 3 L 4 A 12 12 12 12 12 12 12 9 ®ICIIMIEMM. 6 . L 5 EMEUMISEIEZIN EWES 10 / 5 3 3 �� ZIEUNIMI 1217; 8:L j5 12 6 12 7 1 8 121 3 1 9 1 5 1 6 12 4 9 546 12V 7:'4j rivArEnictrAme 12 12 12 12112 12 8'12 8 '10 12 12 12 11112 17 4 10 6 7 12110'12 9 11 12 1 3! 9, 5 5 12 5 12 7 1 8 12K 7 L 5 5 ' 3 j L 1 1 5. 3. 12112!12;12,12 12 11 12,12 12 12!12 12 6 1121 9 11 12,1 12 8 i12'10;12 12, 7 ' 5 1 5 12 112 11 5 7 12 5 11 3 9 12, 3 9 5 7 12/. 7 : 5 ' 5 11 3 i 6 3 ;L 12 L • 10 _ 12' 7._. 12 : _ L r5 3 • L 12 . 6 112 • 9 ;10 :10: 12 7 8 12 ' 33, 8 , 5 7 12 � 7 5 6 8 L 3 l x II I ?11111111' 1/4•'0 ELM FEMALE •PANELMA/E 1d/ 1 -1/4•' MIN. EMBER. 3. 1/4 -20 SIDEWALK BOLT ' 1\\1111111 \�� 1/4 "0 ELL© MALE ANEBP'IdATE•• W/1-114 MIN. EMIT IEDMENT 1/4••0 TAPCON w/ 1 -1 /z MIN. EMBEDMENT ;/111111' ,11111 t . 111U111 ►> 3/16••0 ELCC TAPCON 1 -3/8 MIN EMBED L8 12 12 8 '10 12 62 12.10 7 12 /j5 : 3;4 9 L � . 33 12111 11 6i8 Er !" �/ 72 12; 6 ; 9 1 5 6 10 ' 5 13 , L 7 %% �I�I � /// 4 12, 6 9 , 5 1 6 10 ANEW 92 EIVAIMENWAV A 12 3 7; 4 1 5 n , 3 �/, 2010 .Q�i % % /Q�i �//.' %�i����� %�i/ %// 7 3 1.8 12 12 12 8 10 12 4 7 5 6 / f m 12 12 12 8 10 12 L 8 5 1 6 /, �/ � 62 12 10 9 6 7 12 f �s ''�' /������ ®mm�� %� /� 72 ®mmiunaj./ %� 5 6 10 j� i i IY,Dnx.rmzir Arany ,Er ,u-/vArr/m/zAmov. A 92 200 48 62 72 92 200 413 200 62 72 92 200 12 12 12 11,12 1 '62 12 :12 11 3 .10 72 12 8 9; 7 1 9 12 r, 92 12 8 7 5 7 11 9j • 3 48 121t2;12H12!12 62 1212112112112 72 12112112i 11;12 92 12 7 1 9 ! 8 110 21 6 1 200 12 7 / L j 4 1 5 12' 7 3 . 6 1 12; 3' 6 5: 6 12 i 3 5L! 5 10 3 L 9 9 3 . 3 9 121 9 110 12, 5 8 1 21 L 12 5 I8 12'3 5 9 :11 12 5 8 7 1 9 12: 3 6 6 1 7 12% 5 z- 5 6 12 4 8 12 12; 8 1 5 6 10; 3 1 5 1 3 1 3 5 12 L ' L L 3 • 4 12112 12 8 110 12 L! 8 5 5 12 3 1 313 ANC IOR NC ES SANS & _CADS 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 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 4" (MIN.) w00D STUD. w000 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 1/4 -20 SIDEWALK BOLTS. 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 p 6" OR 12" SPACING ONLY SPACING NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE APPROVED AS COMPLYING 1MT• THE sourH FLOIDA BUILDING CODE GATE 'I 1 Z 1 C) By PRODUCT CO OL DMSION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.n� -�� Z�I • 15 f U° • V.J. KNEZEV QH o4JF: SS,i.t:PLE•'t61ME E F, e FL Lic / ' No PC. 2C 7 & • i N A1: 'CO 01 -210 - s ni t' b O' 1/4 ELCO MALE PANELMATE" W/ MIN. EMBEDMENT '�lliGtll111111111N,` dIP� 1 /L IT W TAPCON W/ 1 - /L mac EMBEDMENT 72 92 201 48 62 72 92 201 48 62 72 92 200 48 62 72 12:5 8 ; 5 i 6 12l12I12I517 Atir i'/i�lfV A' �.t /J / //• EIVAMIIIIV AIEW /11101=11111V/AIV Uy IIIVAIKAIEIV AIIIV ,IFIAMILW 7A / /__A Pr. . . JEW AlliFFEIWP,6ff7/ 4 , ,4 rte // ,' ,r/ / / ,// l / A // 12 12 12 12 :12 12 12 12 12 12 WO 111111111 1 /L DYNABOLT SLEEVE ANCHOR W /1 -1/8" MIW EMBED 7 '2 62 . 2 _ _ - _ ' 72 3 92 ! 9/ 5 � 201 IL 200 92 • j/ 48 112 12 12 8:10 12 //= 5 5 • 62 112 9 6 7 12/ - 3 •_ 3 5 - 5 . 2 L. „ 1 2 12 12 8 10 12 - 5 5: - 3 12 11 11 5 8 12 ; 10 -,- 6! 9 5 5 10 //,. 5 3 ft/i� %�f!'/ I �� A 12 , 5 E � - % - ,3__ !i/,A© ®N - Alar/ it V/A V/ ANEW T % , 3 / 12 12 12 8 10 12I L 7 5 i 6 12 !12112: 8 ;10 ® 10 9 6 7 M121 11111 6!8 EVAIMESIVAINIEI EM 1o% /. % '/ ��/ 12 I 6 I 915i6 /A11.111WAVABI ®BDCIERW U IVAA 12 1 3 1 7 1 L 1 5 i�%7Iir4 WIZEI MIN 4 5 10 1 3 = m� /o �✓/ /. 12 1 12 1 9! 4 1 5 / WAY/ 10 5 ®©©�F� / /� ��412r//�����Im 4 �� ��/!/1 4 �j © /�� / /��/.1 / � � ��� /, 16 ■ 3 13 UMW NEEIR 200 EIZ I i.% /�/.1��G � /l /// ..1GWE ��� // / %/1lAI EW����� / /A/1 f ���� u __INEENI // e Allar / /, / %�! /J 12 17 ' 9 L 1 5 : WA �%��/� /��/ � � /. �i f�/.' //l��A 12 , L ; 8 3 . L �/ /.f/��� AE / /��i. Er/7, ;Air AEIW Amy, AmemovAar 12 12:12 10 12 12 6 12 9 10 12 2 9 12 9 2 12 10 5 // i • 5 3 15% 5 L8 200 12 72 12 ;12 5• - 0" MAX SPAN 12 7 3 • 9 10 12 3 9 11, 12 92 12: 9 • 10 8 -5 MAX SPAN 12 12,12 12;12 9 9 10 12 72 ,1212 10 11 1 2 . '2 L 5 5 8 5 12 , - L 5 L9 1 2 12 12 12 12 12 9 - 10 12 12 L 5 6 8 12.3 3 5 6 12 12 12 12 r MAX SPAN CONNEC TION vPc 2 3 - 5 12 5 5 12 ,2 7 5 X L r ANCHOR T YPE K 11 _ OwERS /RA 1 ALK M 7/3" _ 3. 1/_ 0 -2 SIDE wALI( 3CL :3/_ a - "EAO _ a POWERS/RAW' - 'w/ zAMA NAIL -2N ' -1/8 •• MIN EMBED 3[? 1/'_o ELCO FEMALE "PANELMATE 10/ 1 -1/4 MIN EMBED. L 1/4 -20 SIDEWALK BOL 3/16"m ELCO TAPCON 1 -3/8 MIN EMBE 2 D x SCREwROD{ - I TW EPCON E. ANCHOR W/ S w 7 M I N EMSE: 01/18/01 12:29 z.). -_NEa - -. 2C17 ` % /%% / %; ;i LE 200 5 -0.. MAX S 22,'NNE. •CN ANCHOR SCHEOL E GE 2ISTANCE _ .. . °E3.3% .� - -- 5 -0 -1AX SPAN 2 ;//,-. 5 . 2' 1 2 !% 5 12 5 12 7 7 . /: 6 9 1 a 4000 aC . S:R_.I W/ • _NE RA "7;0N C .sr ARAL' -- '+ 7RA;N) O : - �lii11111111i11111111111111� 52 , 12 12 9 12' 12 12 5 5 8 9 ANCHOR NOTES 1 SPANS & 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 CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE 5 MINIMUM EMBEDMENT AND 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 ) WOOD STUD WOOD SHALL BE SOUTHERN PINE G = 0 55 OR BETTER DENSITY 7 8 9 •r tINCMESI REQUIRE° g01:1 vARIOUS DESIGN LOADS ANO SPANS ANC CP TYPE MIN ANCHOR SCHEDULE 3/4" EDGE DISTANCE C ONNECTION ;ONNE:TION -'.PE .. -vPr • 2 3 5 2 3 L 5 `_��]p]Qj]11►1111111R1© 52 1 1 2' 12 '2 ' 12 12 12 5 7 9 9 MIN ' i s 1 /L-0 WOOD LAG SCREW w/ 1 ■3 /L PENETRATION I` !SHEAR PERPENDICULAR TO GRAIN) 92 200 12V,3 L' 5 12( 3 • L . 5 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITS! MANUFACTURER'S RECOMMENDATIONS WIT MIN EMBEDMENT INDICATED ABOVE 1/L -20 TUSS HEAD BOLTS MAY BE USED IN .LIEU C_ 1/L -20 SI BOLTS DESIGNATES ANCHOR CONDITIONS WHICH ARE NCT ACCEPTABLE USES - 5 6 10 EXISTING STRUCTURE MAY BE CONCRETE. HCLLOW BLOCK. OR W000 FRAMING WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE. IT IS FOR PRESENTATION ONLY REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYE BASED ON TYPE OF EXISTING STRUCTURE ` 12, 3 5 .5 - t 5 6 12 3 5 x REQUIRED FOR DIRECT MOUNT (a 6" OR 12" SPACING ONLY SPACING NOT TO EXCEED VALUE SPECIF ED ANCHO MIMING S 5 COMPLY LHTH TN= SOUTH FLOR OA CODE DATE 0 l 2 8Y PR00LICT CO TROT DIVISION BUILOI ::G COOE COMPLIANCE OFFIC A L- ._FIANCE NO. O! aI 24 . 1 5 5 L 5 pro V.�. Y.NEZEy'fH 1.HOF- a SSION.44NONEEn License VO R° OO1 • • • a:..c - ,. - .. • 01-210 w • p Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot " Block Street and Number where work is to be done State work to be done and_purpose of building (by MIAMI SHORES 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. Date , 19 Owner's Name and Address Subdivision v _. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation____a Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required___ -Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent 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 public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks____ (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he of the above described construction, that he has carefully read the foregoing therein by him stated are true. n 4 floors) , i Roof Covering to me well known, is the application, and that he did sign the same, and that all facts Permit No t' ' / Date." X Read, Sworn to and Subscribed before me. Disapproved �^ ' �g Date (Signed) -' c-e✓ Building Inspector' My Commission Expires Notary Public, State of Florida PLANNING 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. J"P tanti 511ang i resf$rhm Tdi i1NIOTQRO, J. CALVIN ROBE DAVID C. MOSS a?)11 v4"-G4-L-o 002 NORYF7EASf PIIPIEYY =31X44}9 STREET MIAMI SHORES 30. FLORIDA � 96i ?). 'vr&_I_ FOLD AWNINGS INC.° 1060 E. 33rd Street Hialeah, Florida Phone: OX 1 -4221 Board of Appeals, Bld. Div. City Hall 10050 11T. E. 2nd Ave. Miami Shores, n a Gentlemen: Mr. Anagnos has requested us to appeal for a vxd k2i1Ce for an aluminum terrace cover and screen enclosur;; to he attached to the rear of his existing dwelling, Er. 93aagnos ®s property has three street /rontage and we feel that this is a true hardship case. Tie are attaching plans and plot plan o/ the work that Mr. Anagnos would like done and trust the Board will act favorably upon this petition. mac o w N MANUFACTURERS OF sire I 7 'The Awning that Breathes" �` and SuftlitiGly r ALUMINUM UMBRELLAS .4aretee4'4 74teet bet V4amale's a#id Z alitt, April 23, 1964 SUBJECT': Er. George Anagnos Variance for 297 AT. 97 St. Miami Shores, 17a. Very truly yours, Howard 0. 3iggt.rp, Vice ®President • Gentle/non: ROB/d1 0. April 23, 1961 Board of Appeals, Bld. Di v• City y Ball 1000 N, A'. 2 d Ave. Miami Shores, Fla. BBBJAY'T: Mr. Qeorge Anagnos Varian* for 297 X. A'. 97 : at, Miami worts, 'la. Mr. Anagnos has requested us to appeal for a varians . for an aluminum terrace • cover and screen. enolosure to be attached to the rear of his existing dwelling, Mr, magnetos property has three street frontage and we feel that this is a true hardship cases ire are attaching plans and plot plan a/ the work that 1dr. Anagnos mould lie dens and trust the Board will act favorably upon this petition. Very truly yours, Howard 0. Biggs Vice.Prssidsnt 44 %NM at, ALT t. A p144. t 14 �ur 4 • r • r ■ , 7 /W , sr }"BOLT ® 25 "C /C BEAY'B' - 2THRU BOLTS 33e" 34 STL.PL.1} "1L7" 13/16" ROOFPANS 4 0 .4 COLWS:1) STL 2 "SQ.x3 /16 "WA 2) STD STL.PIPE 2" 3) ORN MENTAL COL.(2 1 "SQ.70BE AL X.1'5 "WALL 0 8 "C / ) EXISTING SLAB ROOPPANS 2,_0t J, -2" .I 4, - L 40 -2" 1 4 2" I2' -C." - 1 OGL.7 "YA7(.0,0 HDYBIR OF SPANS CAN BE UNLIMITED 4,} "RIVET BM. 'B' 2' -0 "C /C (TEE -3-.1 }"- BOLTS(2 Y EA.CONN. BEAMS'O' (THRD PAN CLIP) --'r - L-2 "x2 "234,6" 8 "us. - EXISTING PLR SECTION'I -I' FRONT VIEW 2 "I1}" :.050" — BOLTS(2 8 EA.SIDE) CONCR.FOOTINO(SEE SCHEDULE) 2,} "RODS : 9 "L0. FLASHING I X4.50° -1 iVF . ^1125 .062 COLDMS 0 7' -0 "C /C 2.375 2 ANCHORS PER BEAM (SEE ANCHOR SCHEDULE) 1,3/ "BOLT ROOFPANS BEAM'C' BEAM'A'/ BM'A' 4.5 /16 "DIAY.HANNER - - -- - DRIVE NAILS SECTION'II -II' BEAN 'A 146 d 3/4 T �- — — 3 - - --I DETAIL OF ROOFPAN }"BOLTS (2 H1 EA.CONN.) ALTERNATE CONNECTIOA 1,3/8 "BOLT- 3/16" v 1 16" STL.PL.4 "SQ.x3 /16" �BEAY 'C' l LJ 05" BEAM'C' DETAIL OF ROOFPAN LOCK CLIPS ALTERNATE CONNECTION (IN CASE OP COL 0 EA.BEAY) 1"X.125 "X 2,3 /8 "THRU BOLTS #10 I } "LO. STA INLESS STEEL S.Y.SCREWS ® 24 "C /C 2, }" -BOLTS @ EA.CONN. (SEE =TUN 'I -I') CONNECTION OF ORNAMENTAL COLUMN TO'B'BEAY SPAN DATE 8' -0" 10 -0" '-0" 12 0 } "I1 } "DIAY. HAIRIER DR.NAIL OR }" SUPERORIP NO TERRACE COVER CONCR.P00TIR0 SCHEDULE SIZES IN F!. 2.15:2.15x2.15 2.25:2.25 :2.25 2.33x2.33:2.39 2.42=2.42:2.42 2.50:2.50:2.50 ISSUED • DESIGN CRITERIA: DESIGN LOAD 30 P.S.P. TEST LOAD 60 P.S.P. ALLAY OF COMPONENTS: BEAMS 'A' 6063 -26 FOR 11'•O'WE.SPAN 6061 -T 6 FOR 12' -0 "MAI.SPAN BEAMS 'B' 6063 -T BEAMS 'C' 3003 -H14 ROOPPANS HD 9 - 4 2 SCREWS,BOLTS 2024 -T4 ANCHOR SCHEDULE Ni =TV ACKERMAN JOHNSON 1" -20 'LONG' 4 'WINO T00GLE SCREW ANCHOR OA 0ATES9 -L0 (DRAWN ED )DESIGN )CHECK CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE BEFORE PROCEEDING WITH WORE. } "LO SCRIM 2} "L0. REVISION FOLDOWN AWNINGS INC. 1060 E. 33rd ST HIALEAH FLORIDA CARR SMITH 81 ASSOCIATES 2600 WEST FLAGLER, MIAMI, FLORIDA C O N S U L T I N G E N G I N E E R S FILE NO. SHEET MO. 6/70 BUILDING ELECTRICAL PLUMBING ROOFING 1 f� L -: Legal Lot Description CI Al w MIAMI SHORES VILLAGE, FLORIDA PERMIT Owner of F Building :-is , <.. r {.ire d 4 - . - 5 Architect Contractor --- / • or Builder €',:.- . , r . , rl _ 1/ ✓ Address of Building - / 7 di. .7 f' .t/a aA, fdr51 /,/4 CONTRACTOR OR BUILDER Work to be performed under this Permit_ ___ w0 LrI/ . B1. J/ N? 5251 TN ,. Subdi- vision DATE` Contractor's 4 7 f � License No, f t' 1. (L, 19—__ Value of II Amount of Project $ 4 4 ' 1 � Permit $ .-- " • J '� 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 applica- tion 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 respon- sibility for work done by his agents, servants or employees. Signed. ,;;(../ +' 'L 1 - . INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all rdinan'C6s 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 as cepting this permit I assume responsibility for all work done by either, myself, mar agent, servant or employee. BY AUTHORITY