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839 NE 97 St (8)ADDRESS 839 N. E. 97th Street LEGAL 17-18— la 19 73 lasS #3 RECORD GAR AGE TAX PAT ?,, pRT tli I4+wC�[►++ PAID BY 4 3 1 11.07 . 1 J YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER _jb ' l NI e -n � � ' IIl < , X 60 0 //L� / (�' 6 / ° /0 S-fT OS ft) - / / . jal of 2. s OWNER'S NAME PATRI PRESENT ADDRESS LICENSE NO. \ PHONE NO. B LOCATION (ST. OR AVE.) 8 39 N. 7 .. 97th ST.. LOT 17 -18.7* 19 BLOCK 73 MSS SUBDIVISION #3 PHONE NO. LICENSE NO. GENERAL CONTRACTOR PATRICK McCARL ADDRESS L BUILDING PERMIT NO. 11074 1' K DATES - 1 45 1 PERMIT FEE S BUILDER'S BOND N/0. DATE 3-14 51 ZONE REQUIREMENTS 20.000 CU. FT. PLAN CUBE 21.0/12 CU. FT. EST. COST S 15,000 CIF ICATIONS. RESTRICTIONS AND CUBE CHECKED BY Pete Gaeta BUILDING PERMIT AND INSPECTION RECORtJ MIAMI SHORES VILLAGE DATE NEW CONSTRUCTION TYPE CB S'. STORIES !� ROOF CONSTRUCTION Tile INTERIOR Walls RIIOR s C tt ONSTRUCTION Oak F1 -• Plaa a118 & Ceil REPAIRS T DESCR IPTION � Liv Rm.- Din Rm Kit- En*. For - a Bedrooms- 2 Baths ALTERATION DESCRIPTION ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS j(� CERTIFICATE OF OCCUPANCY NO. / `. �j �J ISSUED / ��/ �� /J� BY�I'• I� - } TO /, � ?., e :W e ��K CIF ICATIONS. RESTRICTIONS AND CUBE CHECKED BY Pete Gaeta BUILDING PERMIT AND INSPECTION RECORtJ MIAMI SHORES VILLAGE DATE INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION -3 -51 j 1 ''' TEMPORARY SERVICE FEE TEMPORARY SERVICE $ BEAMS & LINTELS �y ,/ /X /V / 1 $ i , ,, SEWER / / / /// ��i��i'' $ RANGE CONN. $ 2AMING • MOTORS $ GAS $ FIXTURES $ 7:6 - (��i g I 't EN. INSPECTIONS DATE BY RE-INSPECT FINAL y .- 1 °4 L. 5k. Ps ROUGHING y -p�--5 I p1.1 -,7 • ,Y- 3 / l CLEAN -UP GAS ROUGHING 5 i rl CONTRACTOR SW PHONE / t PERMIT NO. / / /�(P DAT'- `�' `" _ v FEE S � -- REPAIRS NEW BLDG. 1 ALTERATION ADDITION SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE FEE TEMPORARY SERVICE $ SEPTIC TANKO ,d �y ,/ /X /V / " "" ��' � - 4" $ i , ,, SEWER / / / /// ��i��i'' $ RANGE CONN. $ SOLAR HEATER • MOTORS $ GAS $ FIXTURES $ $ S INSPECTIONS DATE BY RE-INSPECT BY RE- INSPECT BY ROUGHING y -p�--5 I p1.1 -,7 • ,Y- 3 / a BY I f GAS ROUGHING 5 i rl SEWER H. W. HEATER CONN 1 SEPTIC TANK * ®p ��,,/� Ii Tf I' SOLAR HEATER. FIXTURES / - i`' I (9 ' r � �a . .-,:a- 6 is - s/ per a/ CONTRACTOR 4 / //. A PHONE PERMIT NO. DATE FEE $ NEW BLDG. ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE // cZ J 4- / o- rj s) .! H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING 5 i rl H. W. HEATER CONN 1 RANGE CONN. 7 , FIXTURES & FINAL ry /" 1 9 °c1 a/ b /�� BUILDING INSPECTIONS 9 �� PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE ♦ - / 6 X ee PLANNING BOARD AGENDA OF November 14, . 1996 ITEM NO. 2 Name of Owner /Applicant Name ofArchitect/Contractor Salow Architects+ Address of Property, and/or Legal Description 839 N.E. 97th Street Nature of Request Approval of plans for carport enclosure. Present Zoning R - 25 Area of Present Building Area of Proposed Addition Total Area Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code : Front Side Rear Setbacks Provided : Front Side Rear Variances/Zoning Change None Council Action Required No cJd Ltami Jhores FL o a i o w Jesus A. Lago Planning Board Action ArileeM60 ►44 1, WV' Council Action Phone No. Director of Building and Zoning Phone No. 758 -1433 li bi �fl�lflrk"o ::i- Izolo� L .,94212-- IV , ii- IJ *J la=c04. 1- iv( 12.040M kirm4 ktr4ovprIor4 PI M% Gn 1-4114 u p- 'H Hari IA vaJ 041ht• L1" b4 . 12—r-1 Nei-I 1 l i N i 4 Wi r p60 Cis -/�U�• pot-ii L-( 1 ) GL 1 /4" 'I' -d' 1 Nb4 c 4 t-1 liep4/t Asoi e To -*rrH * 1 J,1-1D1^1 (top llG� 1411-117440 P 1.-11i-11701•1 PCB P RMIT APPLICATION FOR MIAN' BORES VILLAGE Date O?- — n Job Address (S3 7 ///f 9 7 - Z.41: Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Owner's Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN R-NC.k_CR, LPT6 83 A(6, 99`h Sfree-/- Contracting Co.)( `)1 C r S �G- _ ✓" -U Qualifier CTLY /sjki to' SS# /� - Phone CS 7 J 7 g Sy State # Municipal # Ins. Co. Architect/Engineer Bonding Company Mortgagor Address WORK DESCRIPTION Square Ft. ;en> 1 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. 5 7F gnature of er d/or Condo P ident Date / a 00 63 . '7'7/a c7 No 14 904/tr6aikaresident Date 19* ttpMS:Florida My Comm. Exp: 08r, . 0 Commd: CC889' ';e3 WORAAAAAAANWAAA"Aik err'. My cl Ys FEES: PERMIT 3,- RADON C.C.F. C APPROVED: Zoning Building Mechanical Plumbing Competency # Address Address Master Permit # Z 2 / Phone 759 -10 OS— Address M3) /`/ L Estimated Cost (value) ,t/ /Dab Signature of Contractor or Owner- Builder Notary as to Contractor or Owner - Builder Date My Commission Expires: F.ae- tea- 785= 6/- /o3- 0 NOTARY Electrical 3 oa TOTAL DUE - BOND Engineering APPLICATION FOR: New System [ ] Existing System [ ] Holding Tank [ ] Repair [ ] Abandonment APPLICANT: / mvcq �® AGENT: / V /1_ MAILING ADDRESS: 839E 9 Sireef TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. ATTACH BUILDING PLAN AND TO -SCALI SITE PLAN SHOWING PERTINENT FEATURES REQUIRED BY CHAPTER 10D -6, FLORIDA ADMINISTRATIVE CODE. PROPERTY INFORMATION [IF LOT IS NOT IN A RECORDED SUBDIVISION, ATTACH LEGAL DESCRIPTION OR DEED) LOT: itj B LOCK: 2 SUBDIVISION: I/ PROPERTY ID #: PROPERTY SIZE: PROPERTY STREET ADDRESS: 039 /v p� 970, S.fre / �I rar►i 3ho 'e.$� �L 33/3k7 DIRECTIONS TO PROPERTY: BUILDING INFORMATION Unit Type of No Establishment 5/ /e_ Arri;/y a One(i) 2 3 4 [ ] Garbage Grinders /Disposals j-j4, Ultra -low Volume Flush Toilets APPLICANT'S SIGNATURE: STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT Authority: Chapter 381, FS & Chapter >(:] RESIDENTIAL No. of Bedrooms DH 4015. 10/96 (Replaces HRS -H Form 4015 [Page 1] which may be used) (Stock Number: 5744-001-4015-1) [ ] Other(Specify) DATE OF 8e4ire /q7Z SUBDIVISION. [Section /Township /Range /Parcel No.] ZONING: NIA' Shies Building Area Sqft [ ] Spas /Hot Tubs PERMIT # DATE PAID" FEE PAID $ RECEIPT # 10D -6, FAC ACRES [Sqft /43560] PROPERTY WATER SUPPLY: [ ] PRIVATE [ ] PUBLI( [ ] Temporary /Experimental ] COMMERCIAL # Persons Served TELEPHONE : 3 /2sTj._,/, Business Activity For Commercial Only [ ] Floor /Equipment Drain [ ] Other (Specify) DATE: // / O Page 1 of 1 - NANCY A. LAG° , O 74O MIAMI SHO ES, FL 33138 , FIRST UNION NATIONAL BANK 1372 OF FLORIDA 1.41Ami. FL 63443/670 .00666 Da et 9g sot: 00 DADE COUNTY DEPARTMENT OF PUBLIC HEALTH ENVIRONMENTAL HEALTH RECEIPT 1/ (5 / „ RECEIVED OF V L=At ) -, h C 1 L L'( h( ir)Cirt ( 1" 1 Fr6 I ki FOR (1 Kt $ AL (-; BY: C) /( If r This receipt not valid unless dated, filled in and signed by authorized employee of department. 100 N2 27603 19i DOLLARS 3750 N.W. 46 St. Miami, FL 33142 Building Official ‘ 1frO j A 0- 1-tOPr Dear We are the Dade County Notice of Acceptance Holder for the 20 Gauge Galvanized Steel Storm Panel under number 96- 0116.02. Since Robert Cicero President INDUSTRIES. INC. b � This letter authorizes 20 Gauge Galvanized Steel Storm Panels to be used at the following job: N) RA/. ut LA-Mo to use our AWNINGS BAHAMA SHUTTERS STORM PANELS FOLD -A -GARD ROLL -A -GARD Miami (305) 633 -9650 Fax (305) 634 -9060 NOV -19 -98 THU 13:43 ALUMA CRAFT PRODUCTS FROII STEEiTECH INDUSTRIES PHONE NO. : 32IS 634 2727 11 /1t)Ibg WED trb' x4 e'1J 4110 3 03ar bl.4J raWvu.4 November 18, 1998 Mr. Robert Cis Sea View Industries, Ire. 37S0N.W 46 Miami, FL 33142 Deter Mr. Cicero: Raullto. F1e2 Product Control Supervisor Nat the FrairiCi6c0 S. Quintana, ft. A., Direetor 20 Ga Galvanized Sal Ste Platelet R ucwit No. 98. 8923,$5 3056354557 PAPRO IPt;urrilitti4A 1411entmwpi.c a (aternat rsali addPess: Pasuoilitareeandatocodeeettea.co5i Visanarigeri bQlp. v/wws.A.rtpp,aroacoaltnc.cpnf P.01 Nov. 18 1998 11: 26R11 P1 vduv• ?' Mr BADE COUNTY, FLORIDA sJrx•DADE FLAMER RUILDWG Fog., 6. 0 PRODUCT CONTA4t. tumor/ PRIG ( l) 174 6)39 ' This is to inform you that the Notke of Proposed Action for the above referenced prodtmt underlaid renewal number, has been !eat and Bent t9 lho Bedidil $ Code and Product Review Committee for their final review on November 13, 1998. We expect that their tovtow wf)! be completed within 20 days, at Bch time the Notice of Acceptance (NOA) will be issued. By means of this letter we are extending the expiradon of the below fisted NOA from the original of November 9,199 expiration date to December 11, 1998 to cover the committees ittees final review time. Please attach s copy of this letter 67 the existing NOA of time otgerm {thin, 96-0116.02.20 Ga. Gall/Mind Si edf Storm Panels New Replratina Date December 11, 1998 ` hi Thie letter expires Detne .,:. ber l�, dlA98, We hops this addresses yoga cements, Should you roquire any further information on thin scatter please feel free to contact this Milo. Sineetaly, RUrLD tvC CODE ooMp u&E`Ct. O1FFYet • METRO 3ADE F4A01�R auu.DINGI le WPrrFLAOLER STREET, SUr75 1643 MIAMt, FLORIDA 13130.1563 (306) 373.2901 FAX (305) 371-.100$ ALLICA ARCHITECTURAL GROUP 2201 North Dixie Highway, Fort Lauderdale, Florida 33305, (954) 563 -5320, Fax (954) 566 -2165 September 28, 1998 Miami Shores Village, Building Department Attn: Mr. Mike Devaney 10050 Northeast 2 Avenue Miami Shores, Florida 33138 Re: Lago Residence Addition 839 Northeast 97 Street Miami Shores, Florida Dear Mr. Devaney, Please be advised that in reference to the aforementioned project the original electrical panel was upgraded to a 200 -amp panel approximately four (4) years ago after fire damage. There are available spares in the present panel to accommodate the proposed addition. If there are any questions do not hesitate to contact this office. Sir Rc bert C. Ilica, Architect RCA/dt PLAN DESIGNATION 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 30 35 40 53 73 1 2 3 4 5 6 7 8 S T R A P S C H E D U L E NET UPLIFT (LBS) -100 - 200 - 300 -400 - 500 -600 -700 -800 - 900 - 1000 -1100 -1200 -1300 -1400 - 1500 -1600 - 1700 - 1800 - 1900 -2000 - 2100 -2200 - 2300 -2400 - 2500 -2600 - 2700 -2800 - 2900 -3000 - 3000 - 3500 - 4000 - 5300 -7300 STRAP DESIGNATION AT CONCRETE BEARING SEMCO TAPR216 W/ (6) 16d SEMCO TAPR216 W/ (8) 16d SEMCO TAPR216 W/ (11) 16d SEMCO TAPR216 W/ (11) 16d AND SEMCO RTP18818 W/ (9) 16d INTO TRUSS & (5) 1/4" X 1 1/4" TAPCONS INTO CONC. SEMCO TAPR216 W/ (11) 16d AND SEMCO RTP18818 W/ (9) 16d INTO TRUSS & (5) 1/4" X 1 1/4" TAPCONS INTO CONC. SEMCO TAPR216 W/ (11) 16d AND SEMCO RTPGA820 W/ (10) 16d INTO TRUSS & (6) 1/4" X 1 1/4" TAPCONS INTO CONC. STRAP DESIGNATION AT STEEL BEARING SEMCO RTP18818 W/ (6) 16d INTO TRUSS & (3) .145" POWDER ACTUATED FASTENERS INTO STEEL SEMCO RTP18818 W/ (9) 16d INTO TRUSS & (3) .145" POWDER ACTUATED FASTENERS INTO STEEL (2) SEMCO RTP18818 W/ ( 16d INTO TRUSS & (3) .145" POWDER ACTUATED FASTENERS INTO STEEL (2) SEMCO RTP18818 W/ (9) 16d INTO TRUSS & (5) .145" POWDER ACTUATED FASTENERS INTO STEEL (2) SEMCO RTPGA820 W/ (10) 16d INTO TRUSS & (5) .145" POWDER ACTUATED FASTENERS INTO STEEL (2) SEMCO RTPGA820 W/ (10) 16d INTO TRUSS & (6) .145" POWDER ACTUATED FASTENERS_ INTO STEEL STRAP DESIGNATION' AT WOOD BEARING SEMCO RTP18818 W/ (6) 16d INTO TRUSS AND PLATE SEMCO RTP18818 W/ (9) 16d INTO TRUSS AND PLATE (2) SEMCO RTP18818 W/ (q) 16d INTO TRUSS AND PLATE N/A N/A N/A SEE SECTION N/A N/A SIZE PRODUCT CODE GAUGE DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS PER CTN LATERAL WIND / EARTHQUAKE H1 H2 Al A2 UPLIFT 133% UPLIFT 160% 10d 16d 10d 16d 12 TAPR28 14 8 12 5 595 210 700 755 840 905 50 14 TAPR210 14 10 14 6 595 210 840 905 1005 1090 50 16 TAPR212 14 12 16 8 595 210 1115 1210 1340 1450 50 18 TAPR214 14 14 18 10 595 210 1395 1510 1675 1815 50 20 TAPR216 14 16 20 11 595 210 1535 1665 1845 1950 50 22 TAPR218 14 18 22 12 595 210 1675 1815 1950 1950 50 24 TAPR220 14 20 24 13 595 210 1815 1950 1950 1950 50 26 TAPR222 14 22 26 14 595 210 1950 1950 1950 1950 50 ALTERNATE FASTENING SCHEDULE FASTENER SCHEDULE WIND / EARTHQUAKE UPLIFT 133% UPLIFT 160% NUMBER OF FASTENERS PER STRAP NUMBER OF FASTENERS PER STRAP SIZE 5 7 9 11 13 5 7 9 11 13 10d 700 975 1255 1535 1815 840 1175 1510 1845 1950 16d 755 1060 1360 1665 1815 905 1270 1635 1950 1950 `..FFMt7F71" Southeastern Metals Manufacturing Company, Inc. FOR TECHNICAL INFORMATION: 1 800 SE SPECS 1- 800 - 737 -7327 RIVETED TRUSS ANCHOR Design Features: • Provides a custom connection to wood for trusses or rafters. • Attached beam seat plate eliminates treated sill or moisture barrier installation. • Allows a 4" embedment in concrete. 14 gauge galvanized steel Materials: INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. Minimum edge distance is 2 ". Reference for alternate fastener schedule page 6. SEE GENERAL NOTES: 1, 2, 3, 6, 10, 12 CODE COMPLIANCE: S.B.C.C.I. #9166, #9320, METRO DADE COUNTY REPORT #91-0830.8, #91 -0702.8 Submitted 1/93 for a National Evaluation Report (NER# Pending). LATERAL TRUSS ANCHOR Design Features: • Designed to meet the lateral and uplift Toad demands for hurrricane resistant construction. • Provides a custom connection to wood for trusses or rafters. • • Materials: Attached beam seat plate eliminates treated sill or moisture barrier installation. Rivited plate on seat plate design prevents truss movement parallel & prependicular to the wall. 14 & 20 gauge galvanized steel INSTALLATION: Use a I specified fasteners in schedule to achieve values indicated Minimum edge distance is 2 SEE GENERAL NOTES: 1, 2, 3, 6, 7, 10, 12 CODE COMPUANCE: Submitted for a national Evaluation Report (NER# Pending). Engineers sealed approval available upon request. 2I Al • ., New product! TAPL TAPR 15/16" H1 .IH2 DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS. PRODUCT GAUGE PER OUT OF CODE LATERAL CT CONCRETE NAILS AILS Al . A2 TAPL12 14 12 4 -10dx1 1/2 1105 1105 50 TAPL14 14 14 4 -10dx1 1/2 1105 1105 50 TAPL16 14 16 4 -10dx1 1/2 1105 1105 50 `..FFMt7F71" Southeastern Metals Manufacturing Company, Inc. FOR TECHNICAL INFORMATION: 1 800 SE SPECS 1- 800 - 737 -7327 RIVETED TRUSS ANCHOR Design Features: • Provides a custom connection to wood for trusses or rafters. • Attached beam seat plate eliminates treated sill or moisture barrier installation. • Allows a 4" embedment in concrete. 14 gauge galvanized steel Materials: INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. Minimum edge distance is 2 ". Reference for alternate fastener schedule page 6. SEE GENERAL NOTES: 1, 2, 3, 6, 10, 12 CODE COMPLIANCE: S.B.C.C.I. #9166, #9320, METRO DADE COUNTY REPORT #91-0830.8, #91 -0702.8 Submitted 1/93 for a National Evaluation Report (NER# Pending). LATERAL TRUSS ANCHOR Design Features: • Designed to meet the lateral and uplift Toad demands for hurrricane resistant construction. • Provides a custom connection to wood for trusses or rafters. • • Materials: Attached beam seat plate eliminates treated sill or moisture barrier installation. Rivited plate on seat plate design prevents truss movement parallel & prependicular to the wall. 14 & 20 gauge galvanized steel INSTALLATION: Use a I specified fasteners in schedule to achieve values indicated Minimum edge distance is 2 SEE GENERAL NOTES: 1, 2, 3, 6, 7, 10, 12 CODE COMPUANCE: Submitted for a national Evaluation Report (NER# Pending). Engineers sealed approval available upon request. 2I Al • ., New product! TAPL TAPR 15/16" H1 .IH2 SIZE PRODUCT' CODE GAUGE DIMENSIONS FASTENER SCHEDULE ALLOWABLE' LOADS PER CTN WIND / EARTHQUAKE W L NAILS UPLIFT 133% UPLIFT 160% 8 RTP1888 18 1 8 4 -16d 595 715 100 10 RTP18810 18 1 10 5 -16d 745 895 100 12 RTP18812 18 1 12 6 -16d 895 1075 100 14 RTP18814 18 1 14 7 -16d 1045 1250 100 16 RTP18816 18 1 16 8 -16d 1195 1250 100 18 RTP18818 18 1 18 9 -16d 1250 1250 100 20 RTP18820 18 1 20 9 -16d 1250 1250 50 24 RTP18824 18 1 24 9 -16d 1250 1250 50 28 RTP18828 18 1 28 9 -16d 1250 1250 50 30 RTP18830 18 1 30 9 -16d 1250 1250 50 36 RTP18836 18 1 36 9 -16d 1250 1250 50 SIZE PRODUCT CODE GAUGE DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS PER CTN WIND / EARTHQUAKE W L NAILS UPLIFT 133% UPLIFT 160% 9 RTP2089 20 1 9 4 -10d 540 970 100 12 RTP20812 20 1 12 6-10d 820 970 100 14 RTP20814 20 1 14 7 -10d 955 970 100 16 RTP20816 20 1 16 7 -10d 955 970 100 18 RTP20818 20 1 18 7 -10d 955 970 100 20 RTP20820 20 1 20 7 -10d 955 970 50 22 RTP20822 20 1 22 7 -10d 955 970 50 24 RTP20824 20 1 24 7 -10d 955 970 50 FFNirmw Southeastern Metals Manufacturing Company, Inc. FOR TECHNICAL INFORMATION: 1 800 SE SPECS 1- 800 - 737 -7327 Wi Example for 1" wide x 12" long rafter tie. Use specified fasteners each side in schedule listed to achieve values indicated. FLAT TWISTED L RAFTER TIE Design Features: • Tie straps meet a variety of application and design load conditions and specifications. • Use when tying rafters to plate, anchoring studs to sill, framing over girders and bearing partitions. 20 - 18 gauge galvanized steel Materials: 1" WIDE 20 GAUGE STRAP When ordering please specify "F" for flat or "T" for twisted. 1" WIDE 18 GAUGE STRAP When ordering please specify "F" for flat or "T" for twisted. FOOTNOTE: Reference to the alternate fastening schedule on page 6. Other lengths and gauge sizes available. See truss anchor page for lateral loads. . INSTALLATION: Use all specified fasteners each side in schedule to achieve values indicated. SEE GENERAL NOTES: 1, 2, 3, 6 CODE COMPLIANCE: S.B.C.C.I. #9166, METRO DADE COUNTYREPORT #91 -0702.9 Submitted 1/93 for a National Evaluation Report (NER# Pending). 40 SIZE PRODUCT CODE GAUGE DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS PER CTN WIND/ EARTHQUAKE W L NAILS UPLIFT 133% UPLIFT 160% 8 RTPGA88 14 1 8 4-16d 605 725 100 10 RTPGA810 14 1 10 5 -16d 755 905 100 12 RTPGA812 14 1 12 6 -16d 905 1090 100 14 RTPGA814 14 1 14 7 -16d 1060 1270 100 16 RTPGA816 14 1 16 8-16d 1210 1450 100 18 RTPGA818 14 1 18 9 -16d 1360 1635 100 20 RTPGA820 14 1 20 10-16d 1510 1815 50 24 RTPGA824 14 1 24 12 -16d 1815 1950 50 28 RTPGA828 14 1 28 13 -16d 1950 1950 50 30 RTPGA830 14 1 30 13 -16d 1950 1950 50 36 RTPGA836 14 1 36 13 -16d 1950 1950 50 SIZE PRODUCT CODE GAUGE DIMENSIONS a FASTENER SCHEDULE ALLOWABLE LOADS PER CTN NAILS WIND / EARTHQUAKE UPUFT 133% UPUFT 160% W L 10d 16d 10d 16d 12 RTP10812F 10 1 12 6 925 990 1110 1185 20 16 RTP10816F 10 1 16 8 1235 1315 1480 1580 20 20 RTP10820F 10 1 20 10 1545 1645 1850 1975 10 24 RTP10824F 10 1 24 12 1850 1975 2220 2370 10 28 RTP10828F 10 1 28 14 2160 2305 2590 2770 10 32 RTP10832F 10 1 32 16 2470 2635 2960 3160 10 36 RTP10836F 10 1 36 18 2775 2965 3330 3485 10 1# • "iFEMM7" Southeastern Metals Manufacturing Company, Inc. FOR TECHNICAL INFORMATION: 1 800 SE SPECS 1- 800 - 737 -7327 RAFTER TIE Design Features: • Tie straps meet a variety of application and design load conditions and specifications. • Use when tying rafters to plate, anchoring studs to sill, framing over girders and bearing partitions. 14 - 10 gauge galvanized steel Materials: 1" WIDE 14 GAUGE STRAP When ordering please specify "F" for flat or "T" for twisted. 1" WIDE 10 GAUGE STRAP Only available flat FOOTNOTE: INSTALLATION: SEE GENERAL NOTES: CODE COMPLIANCE: Reference to the alternate fastening schedule page 6. Other lengths and gauge sizes available. See truss anchor page for lateral loads. Use all specified fasteners each side in schedule to achieve values indicated. 1,2,3, S.B.C.C.1. #9166, METRO DADE COUNTYREPORT #91- 0702.9 Submitted 1/93 for a National Evaluation Report (NER# Pending). 41 w- CRW 1AST CAEAS • E.G. SCE EOUY..STEMAS • �� ver_ Example for 1" wide x 12' long rafter tie.. Use specified fasteners each side In schedule listed to achieve values indicated. RTP FLAT TWISTED DESCRIPTION PRODUCT CODE GAUGE DIMENSIONSS FASTENER SCHEDULE ALLOWABLE LOADS PER CTN W H RAFTER PLATE STUD LATERAL (See Installation) WIND / EARTHQUAKE UPLIFT 133% UPLIFT 160% Al A2 6d 8d 6d 8d Regular HCPR & HCPL 20 1 112 5 4 4 4• 145 95 400 510 480 520 500 Long Tie HCPLR & HCPLL 20 1 1/2 6 4 4 4' 145 95 400 510 480 520 100 Dbl. Long Tie RTIO 20 1 1/2 10112 5 xl 1/2' 8 5 x 1 1/2' 115 95 500 555 555 555 100 Reversible RT12 18 1 1/2 4 518 4 4 4• 100 130 380 380 380 380 100 Truss Tie HCPTA 18 21/2 20 .. 8 - - -- 8 - -- - -- 800 990 960 990 50 Ni7ttF!‘,1F71 Southeastern Metals Manufacturing Company, Inc. TM FOR TECHNICAL INFORMATION: 1 800 SE SPECS 1- 800 - 737 -7327 HURRICANE ANCHOR Design Features: • These ties add increased resistance to wind uplift. • Eliminates toe nailing utilizing correctly located nail holes for fast, easy and strong attachment of rafters and trusses to plates and studs. 20 -18 gauge galvanized stee Materials: FOOTNOTE: May be installed on each side of rafter for twice the Toads when the rafter thickness is a minimum of 2 1/2' or diagonally when rafter is 1 1/2'. Regular and Longtie hurricane anchors also available in 18 gauge. *Alternate stud plate application. INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. 2 -16d toe nalis from truss to top plate equals 300 lbs. additive to listed lateral Toads parallel and perpendicular. SEE GENERAL NOTES: 1, 2, 3, 5, 6, 10 CODE COMPLIANCE: S.B.C.C.I. #9166, #9320 METRO DADE COUNTY REPORT #92 -0830.6, Submitted 1/93 for a National Evaluation Report (NER# Pending). REGULAR HCPR /L Rafter application • Stud application HCPR /L (Available in left or right) W H LONGTIE HCPLR /LL Al Rafter application Stud application HCPLR/LL (Available in left or right) "-REVERSIBLE RT12 Al - • .37 RT12 Rafter application Stud application TRUSS TIE H HCPTA May be installed on each side of rafter for twice the loads when the rafter thickness is a miminum of 2 1/2" or diagonally when rafter is 1 1/2 ". Al DOUBLE LONGTIE RT10 1 1/2' J r •' TOP PLATE 2 1/2' (MIN) jH ties installed diagonally across from each other TOP PLATE lies installed back -to -back SIZE PRODUCT CODE GAUGE DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS PER CTN W H BS HEADER JOIST FLOOR DESIGN LOAD 100% ROOF DESIGN LOAD 125% WIND / EARTHQUAKE UPLIFT 133% UPLIFT 160% 10d 16d 10d 16d 10d 16d led 16d 2X4 UHPGA24 18 1 9/16 3 1/8 2 7/8 4 2 485 580 605 725 270 300 325 360 50 2X6 UHPGA26 18 1 9/16 4 7/8 2 7/8 10 3 1100 1100 1100 1100 410 450 490 540 50 2X8 UHPGA28 18 1 9/16 6 5/8 2 7/8 12 4 1100 1100 1100 1100 545. . 600 . 655 715 50 2X10 -12 UHPGA210 18 1 9/16 81/4 2 7/8 14 5 1405 1405 1405 1405' 680 745 815 895 50 3X6 -8 UHPGA36 18 2 9/16 4 7/8 2 7/8 10 3 1210 1405 1405 1405 485 580 580 695 50 3X10 -12 UHPGA310 18 2 9/16 81/4 2 7/8 14 5 1405 1405 1405 1405 805 965 970 1160 50 2X6 -8 (2) UHPGA26D 18 31/8 5 5/16 2 7/8 10 3 1210 1405 1405 1405 485 580 580 695 50 2X10 -12 (2) UHPGA210D 18 31/8 7 5/16 2 7/8 14 5 1405 1405 1405 1405 805 965 970 1160 50 4X6 -8 UHPGA46 18 3 9/16 4 7/8 2 7/8 - 10 3 1210 1405 1405 1405 485 580 580 695 25 4X10 -12 UHPGA410 18 3 9/16 81/4 2 7/8 14 5 1405 1405 1405 1405 805 965 970 1160 25 FEM7 !1 j IM Southeastern Metals Manufacturing Company. Inc. FOR TECHNICAL INFORMATION: 1 800 SE SPECS 1- 800 -737 -7327 REGULAR JOIST SUPPORT Design Features: Engineered for economical installation and maximum load values. Materials: 18 gauge galvanized steel INSTALLATION: SEE GENERAL NOTES: CODE COMPLIANCE: Use all specified fasteners in schedule to achieve values indicated 2,3,4,5 S.B.C.C.I. #9166, METRO DADE COUNTY REPORT #93- 0401.12 Submitted 1/93 for a National Evaluation Report (NER #Pending). HEAVY DUTY JOIST HANGER Design Features: • Use to support headers, joist and trusses. Material: 14 gauge galvanized steel INSTALLATION: i1 UHP 2. - To order product in rough/full size lumber, add 'R' to product code. as in HD28 -3R To order product with hot dipped galvanized, add HDG to product code number, as in HD28 -3HDG. SEE GENERAL NOTES: 8 CODE COMPLIANCE: NER 478 W it HD 1 1;8" H DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS SIZE PRODUCT GAUGE FLOOR ROOF WIND / PER CODE DESIGN DESIGN EARTHQUAKE CTN W H BS HEADER JOIST 133% 160% LOAD LOAD 100% 125% UPLIFT UPLIFT 2X6 -8 (3) H026 -3 14 4 5/8 4 15/16 21/2 10 -16d 4.10d 1360 1700 595 595 25 2X8 -10 (3) HD28 - 3 14 4 5/8 611/16 21/2 12 -16d 5 -10d 1630 2040 760 910 25 2X10 -14 (3) HD2103 14 4 5/8 8 3/4 21/2 16 -16d 6 -10d 2175 2720 910 1000 25 2X12 -16 (3) HD212 -3 14 4 518 1011/16 21/2 20 -16d 6 -10d 2720 3400 910 1000 25 FEM7 !1 j IM Southeastern Metals Manufacturing Company. Inc. FOR TECHNICAL INFORMATION: 1 800 SE SPECS 1- 800 -737 -7327 REGULAR JOIST SUPPORT Design Features: Engineered for economical installation and maximum load values. Materials: 18 gauge galvanized steel INSTALLATION: SEE GENERAL NOTES: CODE COMPLIANCE: Use all specified fasteners in schedule to achieve values indicated 2,3,4,5 S.B.C.C.I. #9166, METRO DADE COUNTY REPORT #93- 0401.12 Submitted 1/93 for a National Evaluation Report (NER #Pending). HEAVY DUTY JOIST HANGER Design Features: • Use to support headers, joist and trusses. Material: 14 gauge galvanized steel INSTALLATION: i1 UHP 2. - To order product in rough/full size lumber, add 'R' to product code. as in HD28 -3R To order product with hot dipped galvanized, add HDG to product code number, as in HD28 -3HDG. SEE GENERAL NOTES: 8 CODE COMPLIANCE: NER 478 W it HD 1 1;8" H PRODUCT CODE GAUGE DIMENSIONS FASTENERS ALLOWABLE LOADS PER CTN STRAP PLATE W D H CL PLATE STRAP WIND /EARTHQUAKE NAILS BOLTS UPLIFT 133% UPLIFT 160% NAILS BOLTS NAILS BOLTS 1/2" 10d 16d 1/2" 10d 16d 1/2' SGP2 14 1/4 1 5/8 4 18 1/4 1 1/2 (1) 1/2' BOLT 14 - - -- 1455 1455 - -- 1455 1455 - - -- 10 SGP3 14 1/4 3 4 181/4 1 1/2 (1) 5/8' BOLT 14 2 2315 2745 1620 2780 3295 1620 10 16 3 2645 3135 2430 3175 3765 2430 18 4 ' 2975 3530 3040 3570 4235 3040 21 5 3470 4115 3040 4165 4940 3040 24 — 3970 4705 — 4760 5400 — GIRDER TRUSS STRAP Design Features: • Ideal for girder truss connections were there is a high uplift Toad requirement. • Can be used for wood -to -wood application or concrete -to wood application. • Washer plate adds increased resistance to wind uplift. Materials: 14 gauge galvanized steel strap, 1/4 steel plate. Footnotes: Anchor bolt not supplied with product. Use all specified fasteners in schedule to achieve values indicated. See General Notes: 1, 2, 3, 6, 7 Code Compliance: NER #510 (SGP2 only), Metro -Dade County Report #95- 0818.11 3 "x3 "x1/4" square washer SGP2 WOOD FRAME CONTRUCTION CL 53 V:ISE MC CT METAL CONNECTORS Technical Support (800) SE SPECS - (800) 737 -7327 SGP3 CONCRETE CONTRUCTION r-m1c6. v VO0 }a ° GAUGE t .,, DIMENSION :� '' '` € , y .� FASTENER SCHEDULE 1 :t'aY:tr fA" B E LOAD :, , • 4 ? ' !� L r " . ,, . LATERALS TPWIND /EARTHQUAKE �1: PER C TN , . a ? 25 H1 tH2 � «\ i :y UPLIFT,133% UP G , '10d, j y 16d, '. -10d }„J • G'. 16dNN 12 TAP8 14 8 12 Seat Plates 5 'A; 210 595 700 755 840 905 100 14 A0 TP1 14 . , ti* 10 . 14�; h . 1 z 6 ,PLF Cfi48 1 210, 5 i t 840 ,, .905 " ::10 < =1090 1 100 ; ; 16' TAP , 14 12 16 8 210 595 1115 1210 ' 1340 1450 100 ,` 18 x sTAP14 14 14 18a;.n ' 10 'l210` 595 k '':,:f 3 9 5r X1510 1675 L;- 1815 100 20 TAP16 14 16 20 11 210 595 1535 1665 1845 1950 50 "22 „ ; 7 0. 18 14 1 8 =210 595 ' `1675,; 7:.;;J815 1950 • 1950.. ; �50.;:. 24 TAP20 14 20 24 13 210 595 1815 1950 1950 1950 50 14 22 ; 326 1 7 ,14 ` . c210 595 X 1950. : 1950 .: 1950,E 11950 ,. ' SRE PRODUCT f . , ' ' GAUGE =' :,P10-09!.1?-. = r D ESCRIPTION 9 7 9k 3 a k, 2X PLPCH26 25 11/2 83/4 Channel Plates 100 2X PLPTU 25 1 1/2 73/4 Seat Plates 100 'A; u : � ; 25 ... 11 �� ..7�. 4.��. � 200.E 3X PLPCH38 25 25/8 83/4 : Channel Plates 100 ,PLF Cfi48 , ., 25.' 5 1/8 . x8314, . .;Fierrie (lates„' 900 TRUSS ANCHOR Design Features: • Accommodates diverse design requirements for concrete to wood installation, allows a 4" embedment in concrete. Materials: 14 gauge galvanized steel Installation: Use all specified fasteners in schedule to achieve values indicated. May use two anchors installed, one on each side of rafter, for twice the Toad per single rafter thickness. Minimum edge distance is 2 ". Reference for alternate fastener schedule page 6. Twisted strap shown, also available in flat.. See General Notes: 1, 2, 3, 6 Code Compliance: NER #510, Metro -Dade County Report #95 -0818.11 PLATE Design Features: • Mufti-purpose plates accommodate a variety of design requirements for framing members. Materials: 25 gauge galvanized steel 17 \TOSE C TMC RS Technical Support (800) SE SPECS - (800) 737 -7327 8' (tyP); 1 1/2' 4' (min) Ties installed back -to -back SELF NAILING PLATE PLP Anchor, Truss/Rafter FLAT PLATE SEAT PLATE TAP 2 1/2" (min) Ties installed diagonally across from each other H1 15/16' • • Anchor Truss /Rafter • DTM CHANNEL PLATE ANGLED CHANNEL PLATE SEMECY METAL CONNECTORS HOLD DOWN ANCHOR Technical Support (800) SE SPECS - (800) 737 -7327 Design Features: • Ideal for shear walls and vertical posts. Materials: 12 -3 gauge steel, ADS2, ADS5, MTS27B & SGP Series galvanized, all others hot - rolled steel, black enamel finish. Footnotes: Allowable loads shown are for connection to stud. To order product with hot dipped galvanized finish, add HDG to stock number, as in AD7HDG. Bolts are not supplied with product. Designer must provide at least 7 bolt diameters end distance. Bolt and nail values can not be combined. See General Notes: 8 Code Compliance: NER #505 (AD & ADS), NER #510 (SGP2), Metro -Dade County Report # 95- 0818.11 (SGP2 &3) ADS2 & ADS5 3"x3"x1/4" square washer SGP2 I CL SGP3 . - MTS 16 H ADS7 TYPICAL APPLICATION BETWEEN 1ST AND 2ND FLOOR K .DIMENSIONS .aN a.'., . - d :..:: .:. ; 571 EL GAUGE x.. t ^x34 e x .. "''' FASTENER SC1 EDULE :,.' ri' :.,,.. i,,;''' ,. , -:. , 'ALLOWABLE LOADS . .. - PER CTN .. z� ''.: ,•., , „ _ .. A':'YVIND /EARTHQUAKE ' - • "' .}{ $W" , :4: «; / D _ ,cy S�4.nrXt ` -., n PTO STUD -. `. . :- z • :�{�: IUUIS t ;;;STUDTHICKNESSONCNES) THRU BOLTS - -: +11/2 S . • - 31/2 5112 . !LILIES l', ,,,, ' - BOLTS . BOLTS UPUFT y33•`, UPLIFT ':16010 UPLIFT '133X•: UPLIFT X160%;: UPUFT '133%; UPUFT, 160%' UPUFT '433% UPUFT •160% UPLIFT 133X UPLIFT 160% ADS2 2518 81/8 23,4 11/2 12 — (2) 5/8 (1) 59 412 — — 1550 1860 2775 3330 2770 3325 2765 3315 25 . "ADS5. X13 v '93/8 37/8 21116`. 10 • R3/ 3 (1) 3/4 . 6114'r't < -.;t:".. { .._: 1875 _ - x7250 -'• 13895 4435:" : ;4000 463 .3903 4775 12 ADS7 3 518 14 3/4 3 7/8 2 3/16 3 — (3) 7/8 (1) 1 1/8 618 — — 3190 3833 6390 7670 7510 9010 0330 9705 6 `ADSIO. "31/2 1E59 31/4 ..2:: ., - (4)7,8 (1)7A - '.i` 638 1'N, .. 3870.. 645 ' ;8189 , .8835: ,9725 . 10805 ' 10410 10605. 4 ADS20 4 7/8 203/4 4 1/2 21/4 3 — (4) 1 (1) 1 1/4 7 1/4 — — 4515 5185 9475 10215 11220 13465 13555 15635 1 ;311'` 113/4 33/4 21/8. 3 );: '(3) 7/8 (1) 1 1/8 ° 6118 ._ ` - 3185 :3820 } .6303 7655. 7495 8990 8110 9733 5 MTS278 21/16 27 259 112 1083 24.161 (4) 1/2 ( 1 ) 3 / 4 — 3745 3745 2365 2650 — — — — — — 10 , .1 .181/4, -:,,4 :11/2 ;1411/4,+ - 14160 , "..... '(1)12 . —. .,1455 .1455;,x- : s,. , — — — — — —. 10 SGP3 3 181/4 4 1 12 14 81/4 24-16d (S) 1/2 (1) 5/8 — 4705 5400 — — 3040 3340 3040 3340 3040 3040 10 SEMECY METAL CONNECTORS HOLD DOWN ANCHOR Technical Support (800) SE SPECS - (800) 737 -7327 Design Features: • Ideal for shear walls and vertical posts. Materials: 12 -3 gauge steel, ADS2, ADS5, MTS27B & SGP Series galvanized, all others hot - rolled steel, black enamel finish. Footnotes: Allowable loads shown are for connection to stud. To order product with hot dipped galvanized finish, add HDG to stock number, as in AD7HDG. Bolts are not supplied with product. Designer must provide at least 7 bolt diameters end distance. Bolt and nail values can not be combined. See General Notes: 8 Code Compliance: NER #505 (AD & ADS), NER #510 (SGP2), Metro -Dade County Report # 95- 0818.11 (SGP2 &3) ADS2 & ADS5 3"x3"x1/4" square washer SGP2 I CL SGP3 . - MTS 16 H ADS7 TYPICAL APPLICATION BETWEEN 1ST AND 2ND FLOOR MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Rolladen, Inc. 550 Ansin Boulevard Hallandale ,FL 33009 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 0411.07 EXPIRES: 02 /27/2003 APPROVED: 09/23/2000 MIAtMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE CONIPLIANCE OFFICE METRO- Dr \DEE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE Itx)3 �`Il mi. FLORIDA 33130 -15,3 (305) -22901 FAN (305) 375-290S CONTRACTOR LICENSING sECr1U\ (30)375-2527 I'AN (305)375-255S c:UN R.\(.")UL E \IOItCt: >I ENT ni\'ISIU\ (305) 375.2966 FAX (305) 37S.' e< I.RODUCI• CONTROL 0i\'ISIO (305)375-2902 FAX (305)372-633w Your application for Notice of Acceptance (NOA) of: Extruded 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 Miarni-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. • Raul Rodri_uez Ch ief Product Control Division THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building. Code and Product Review Committee to be .used in Miami-Dade County, Florida under the conditions set • forth above. sc it , 4 _0:44,1/0 Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office \ \x 0550001 \pc \\templates \notice acceptance co . page.cloc Internet mail address: postmasterZbuildingcodeonline .com Homepage: http : / /www.buildingcodeonline.cortt Rolladen, Inc. ACCEPTANCE No.: 00- 0411.07 APPROVED 09/28/2000 EXPIRES 02/27/2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises the Notice of Acceptance, No. 00- 0128.10, which was issued on March 24, 2000. It 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 SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96 -19, titled "Accordion Shutter Details ", prepared by Al- Farooq Corporation, dated April 25, 1996, last revision #E dated August 1, 2000, sheets 1 through 5 of 5, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This aluminum accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the 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. Helmy A. Isiakar, P.E.- Product Control Examiner Product Control Division 2 of 3 Rolladen.Inc. ACCEPTANCE No.: 00-0411.07 APPROVED 09/28/2000 EXPIRES 02/27/2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. _. 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 fling of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with ar.y section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helrny A. M;ar, P.E. - Product Control Examiner Product Control Division 3 0f3 BI IL'DDIGS` EQLIAL Man, Basic- Wind; Speed 1�46mph;;Tinpottance PE R A.S.C:E 7..98 tGfl° JUflRI'cANB. Expos u+ `C' ZONES sr , SOITEt111011 Y • Factor Y 0, ROOF SLOPE > 10 DEGREES. f " .1RiBUUARY 10 SQ if.: - ROOF SLOPE < 10 DEGREES TRIBUrARY;AREA -10 SQ. Fr -. • Q . - .0 C ZONE ZONE : j ` ZONE. ZONE, . ZONE ZONE. 4 , k 5 _ 4: 5 4 &5" 4• 5: ( +) (-) ( -) ( +) (-) (-) =1< 15 46.5 50.2 62.3 41.9 45.2 56.1 20. 49.2 53.4 65.9 44.3 48.1 59.3 25 51.4 55.8 68.9 46.3 50.2 62 30 53.6 58.2 71.9 48.2 52.4 64.7 35 55.2 59.9 73.9 49.7 53.9 66.5 40 56.9 61.7 76.2 51.2 55.5 68.6 45 58.3 63.2 78.1 52.5 56.9 70.3 50 59.7 64.8 79.9 53.7 58.3 71.9 55 60.8 65.9 81.4 54.7 59.3 73.3 60 61.8 67.1 82.8 f 55.6 60.4 74.5 WIND LOAD TABLES FOR SHUTTERS APPLIED OVER COMPONENTS PER A.S.C.E. 7 -98 BASIC WIND SPEED: 146 MPH. ROLLADEN SHUTTERS INC. 550 ANSIN BLVD. HALLANDALE, FL. TRACY CONSULTANTS INC. (IP) 4660 SW 128 AVE.. SOUTHWEST RANCHES, FL., 33330 (954) 434 -5035 Ls Arc 4 A vV1s,tL �C'o o ft = 5Z'l z 89 .3 1 ou Iop 45 W' LL 1 'b yvA0--1- 4 L <4 o oz. M 4 38 8 W-14- I � - t. oSfoa,cZ CUSTOMER NAME A~> L 4 7 BILLING ADDRESS �''� ` 5 TELEPHONE S 75 -f PROPERTY OWNER OTHER PHONE • Special Instruction: s electri Floor o ..I labor for :uil• ng: Initials). TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. When Building Codes require a final building inspection or if an electrical connection by Rolladen is required, a maximum of ten percent (10 %) of the contract amount may be retained pending completion. Purchaser agrees to pay a late fee equal to 1' /2% per month on the unpaid portion of the purchase price from the date of installation by the installer to the date of payment. OWNER OF PROPERTY? YES NO ❑ (If NO, fill in Owner's name and address in space provided at top of form.) Products are to be installed o the premises situated in _/ County, State of owned by Purchaser and described as: Lot t iti' 15 Block .:s' v Sub, Division 44'idiJ/ g Folio # 1 1 '3 2_O6 0 1 ? i ( o � 1 CONTRACT SUBJECT TO ADDITIONAL TERMS ON REVERSE SIDE F ) "BUYERS'RIGHT TO CANCEL" "This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must`be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash down payment." EXECUTED IN SIX COPIES, ONE COPY OF WHICH WAS DELIVERED TO, AND RECEIPT IS HEREBY NOWL DGED BY BUYER, THIS S DAY OF Y Cpl Or/ ROL -5 d switch installation by Rolladen included in this price? YES ❑ NO E. Is high work required? YES ❑ NO IN I have received a copy of "Notice of Consumer Rights Under the Construction Industry Recovery Fund" as required (Salesman) (Accepted & Approved) ROLLADEN INCORPORATED ORDER NO. (X) JOB ADDRESS (X) ,"'' CUSTOMER MAIN (1FFIr F ur aser Sign Here) (Purchaser Sign Here) Page of UNIT N0. PRODUCT CODE DOOR WINDOW ROOM ACTUAL OPENING SIZE WIDTH X HEIGHT ROLL SHUTTER CRANK ONLY OPERATION MOTOR ONLY MOTOR & CRANK COLOR SELECTION PROFILE FRAME SPECIAL INSTRUCTIONS / f X f. x56 tt 1 At...L... 2 Aec6 x 7.6X3 ) O ,tom t ; 6 .W t c z . C t. rs 5 t - } w,J - ?h' semis � GQ,'.c. - G `' TOTAL TOTAL AMOUNT OF CONTRACT $ / 797 vo Rear` $ �. vc DEPOSIT - 1/3 MINIMUM REQUIRED '.c__ Indicate by number counter clockwise 0 Omit 1/3 DUE PRIOR TO COMMENCEMENT OF INSTALLATION t $ 57 2 BALANCE TO BE PAID TO INSTALLER $ 5 v-C) Installation to begin in approximately to v weeks from date of receipt of deposit. This is only an e timated time and you will be contacted to schedule the actual installation date. Front ` f CUSTOMER NAME A~> L 4 7 BILLING ADDRESS �''� ` 5 TELEPHONE S 75 -f PROPERTY OWNER OTHER PHONE • Special Instruction: s electri Floor o ..I labor for :uil• ng: Initials). TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. When Building Codes require a final building inspection or if an electrical connection by Rolladen is required, a maximum of ten percent (10 %) of the contract amount may be retained pending completion. Purchaser agrees to pay a late fee equal to 1' /2% per month on the unpaid portion of the purchase price from the date of installation by the installer to the date of payment. OWNER OF PROPERTY? YES NO ❑ (If NO, fill in Owner's name and address in space provided at top of form.) Products are to be installed o the premises situated in _/ County, State of owned by Purchaser and described as: Lot t iti' 15 Block .:s' v Sub, Division 44'idiJ/ g Folio # 1 1 '3 2_O6 0 1 ? i ( o � 1 CONTRACT SUBJECT TO ADDITIONAL TERMS ON REVERSE SIDE F ) "BUYERS'RIGHT TO CANCEL" "This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must`be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash down payment." EXECUTED IN SIX COPIES, ONE COPY OF WHICH WAS DELIVERED TO, AND RECEIPT IS HEREBY NOWL DGED BY BUYER, THIS S DAY OF Y Cpl Or/ ROL -5 d switch installation by Rolladen included in this price? YES ❑ NO E. Is high work required? YES ❑ NO IN I have received a copy of "Notice of Consumer Rights Under the Construction Industry Recovery Fund" as required (Salesman) (Accepted & Approved) ROLLADEN INCORPORATED ORDER NO. (X) JOB ADDRESS (X) ,"'' CUSTOMER MAIN (1FFIr F ur aser Sign Here) (Purchaser Sign Here) Page of Shutter Schedule # Width Height Zone Product Anchor # Width Height Zone Product Anchor 1 loo /e 57'lz 45 4 4 A CL3 Acc-3 Z. IZ 11 2 89 12 3 13 4 14 5 15 6 16 7 17 8 18 9 19 10 20 Customer: LA, 0 t4IPNM sWoiz_s Mean Roof Height. Exposure: Roof Slope Elevation: End Zone: WIND CHART Criteria Data Iti l46Mi}4 Design Loads Positive 46. 5 Negative Int. Zone: 50:Z. Negative End Zone: 6Z. 3 Contract #: Color: Date: OZJ 34388 1.674 SILL ADAPTER 6063 -T6 X 1/8' 2 x 1/8' 2 X 1/8' 3 X 1/ 4 X 1/ 5 X R.258 1.594 186 3.709 .050 TYP. BLADE 3.113 R.110 3.09 1 .900 1.674 }�- 1.258 SLAT 6063 -T6 1.938 -1 1-1.250 1.912 -I - --.125 TYP 3.188 H.O. HEADER 6063 -T6 3.096 1.288 ALT. HEADER 6063 -T6 }-*--1.312 -I 1.900 .062 TYP r� 1.250 -.Ir.-1.536-.1 SILL 6063 -T6 R.216 R.268 .050 TYP F--- -- 2.250 90' END SLAT 6063 -T6 ' I 1.000 -1 .775 F-- 2.713 2.000 RAIN -GUARD 6063 -T6 .125 - f 1 .000 1.1 L 1.750 �i FLOOR SHOE 6063 -T6 6.000 ALIMINUM ANGLES 5063 -T6 F -.125 TYP 2.569 1.500 2.338 -1.5841---1.833 3.494 WALL MOUNT TRACK 6063 -T6 1.189 2.000 Engr: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE F 16557 1 0 C 8 A 8 c 0 TYPICAL ELEVATION E GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 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. N0. 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 ANO wASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6. 7. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION < L /30 FOR NEGATNE PRESSURE AND THE LESSER OF L /30 OR 2' FOR POSITIVE PRESSURE. ANCHORING OR LOADING CONDITIONS OTHER THAN TtlOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 9. EACH UNIT SHALL HAVE A READILY VISIBLE DECAL INSTRUCTING OWNER OR TENANT TO SECURE CENTERMATES BY USING ALUMINUM PLATE. DURING PERIODS OF HURRICANE WARNING. 8. DESIGN LOADS SHALL BE CALCULATED AS PER REOUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. DESIGN PRESSURE RATING = + 74 PSF - 105 PSF PRODUCT MARKING A LABEL SHALL BE AFFIXED ON LOCKING MEMBER ON UNIT ABOVE THE LOCK WITH THE FOLLOWING STATEMENT. ' ROLLADEN INC.' HALLANDALE, FL. "DADE COUNTY PRODUCT CONTROL APPROVED" ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TILES. ETC.) APPROVED AS COMPLYING WITH THE SOUTH FLORI DATE O BY PROD TR DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. 0 - U 1 1- 4 1 . 07 BUI •ING CODE ZS aou C I- LL) 0 w 2 Z O U U 0 . L. CD co < r) w • U� .c0 ZO - OD _ I w Z Z.JN W - < it) O Z 0 5 In O °Q0 • U) = v 0 0. V v o u 3 6 3 6 8 .CIzzzSZ 0 ( drawing no. 96 -19 sheet 1 of 5 ANCHOR TYPE CHART TO USE CONC. BLOCK W000 A 5 2 - c 3 6 - 0 € - I 3 - E - - 3 ANCHOR TYPE CHART TO USE CONC.BLOCKIWOOD BLOCK A 5 2 1 - C 3 2 1 - 0 6 S 1 - 0 - - I 3 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 6 3 - C 4 3 - 0 6 4 — E - - 3 ANCHOR CHART TO USE TYPE CONC.BLOCK BLOCK W000 A 1 7 4 - C I 5 4 - D t 7 5 - E - - 5 ANCHOR CHART TO USE TYPE CONC. BLOCK W000 A 7 3 - C 4 3 - 0 J 7 4 - E - - 4 ANCHOR TYPE CHART TO USE CONC. BLOCK W000 A 4 1 - C 7 1 - 0 4 2 - E - - 2 ANCHOR TYPE CHART TO USE CONC. BLOCK W000 r. A 5 2 - C 3 2 - 0 6 3 - E - - 3 3/ SAME AS HEADER WALL MOUNTS .350 MAX TYP SECTION A -A _2 X 2 X 1/8" ALUM ANGLE X 1/2' BOLTS e 12 O.c. 1/4 -20 X A /4' FLAT TOP M.S. V/ NUTS ; 12' O.C. Ed - TYPICAL EDGE DISTANCE CONC. do BLOCK - 12d (12 ANCHOR DIAMETERS) W000 - 5d FOR LESSER EDGE DISTANCES SEE SHEET 5 OF 5. MAX. SPAN-120' 1 X 2 X 1/8 "_ ALUM ANGLE 1/2" 1/4" MAX. 1 14 X 3" N.S. STAINLESS STEEL RAIN GUARD - OPTIONAL NON - STRUCTURAL ALT. WALL MOUNTS E0. ANCHORS SAME AS HEADER 1/4 -20 X 1/2' BOLTS V/ NUTS a 12' O.C. .500 DIA. CELCON BUSHING MAX. SPAN -120' 111111 i i 1°-- ---�1/4 -20 x 3/4' FLAT TOP H.S. V/ NUTS a 12' D.C. 1/2 "- SECTION B -Q BOTTOM GUTTER OPTIONAL NON-STRUCTURAL FOR GENERAL. NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 5. FOR WOOD INSTALLATIONS SEE SHEET 4 OF 5. FOR ANCHOR CHARTS SEE SHEET 5 OF 5. INSIDE MOUNT$ Ed E0. 1 E0. DIE CAST ZAMAK ROLLER HOUSING MAX. SPAN- 120' 1 10 X 2" SELF DRILLING SCR. ® 15" 0.C. NOTE: HEADER AND SILL DETAIL CAN BE USED IN ALL COMBINATIONS. ALTERNATE HEADER CAN BE USED IN UEU OF' H.D. HEADER. Ee. BUILT -911T CONDITION E0. 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 5 X 1/8' ALUM ANGLE 1/4' A. L v/ / NU T a BO 12' TS D.C. Enqr. OR. HUI.IAYOUN FAR000 STRUCTURES FLA. PE J 16557 v SECTION D -D 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 5 X 1/8' ALUM ANGLE 1/4 -20 X 1/2' BOLTS V/ NUTS a 12' 0.C. 5 MAX. SPAN= 120' n11 F 10 X 2' .SELF DRILLING SCR. ® 15' O.C. APPROVED AS COMPLYING WITH THE BUILDING CODE SOUTH FLORI DATE O BY PRODUCT Ct ROL DIVISION Z8 7 p o 0 BUILDING CODE COMPUANCE OFFICE ACCEPTANCE N0. 0 - 0 4-) U 4-4 cd IJD Z z 0 0 cc 0 0 0 cn EC o ¢ � w '` rn • J . tC) 0jJao Z0 Li- — 03 . I Z Z - rte o O N. JQ� i DoQo T/ c 0 u N 0 C o N '0 . 0 0 5 L crowing no. 96 -19 sheet 2 of 5 MIN. SEPARATION °- 1 ONLY THIS CONDITION ANCHOR CHART TO USE TYPE ICONC. BLOCK WOOD A 4 2 - C 2 1 2 - 0 4 2 - E - - 2 1 x 1 x 1/8' 1 x 2 x 1/8 2 X 2 X 1/8 2 x .3 x t /8' 2 X 4 X 1/8 2 X 5 X 1/8 ALUM ANGLE AS REDD. AT BUILT -OUT CONOIr%ONS # 10 X 1 TEKS OR 3/16POP RIVETS 18' O ENO CONDITION AT BUILT —OUT .500 DIA. CELCDN BUSHING MIN. SEPARATION 3 -1/2 TYP. EXCEPT AS NOTE FOR WALL MOUNT T CKS CORNER o r souo t /2' oIA. _J ALUM. LOCKING ROO K HANDLE CAN BE STALLED INSIDE OUTSIDE x 4 -1/4 x 1/8' ALUM FLAT PLATE INSIDE OR OUTSIDE MOVING CORNER DETAIL w CORNER to z 1 /4'- S.S. THUMB S REW OR MACHI SCREW FLOOR SHOE i10 z 3/4' HEX TEKS 0 12' O.C. ANCHOR r A,C,D OR E ® 12' O.C. Rio x 3/4' HEx TEKS - 3 /ANGLE APPROVED AS COMPLYING WITH THE SOUTH FLORID DATE 0 0 1 ) BUILD ZQ 1 /4 0 TAPCONS 2/ ANGLE NG CODE 2 ° BY L / 1 y . /t'/(✓I. - PRO UCT C N'TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 0- 04-I! • 07 0 - ) C] 0) G O Q r W r' I al • � U�_iw Z O L- - ED I Z z -J r. - Qcn 0 Z Z r•-• -J 0 0Qo CC ii = v 0 0 0 C tT� r'l a 0r rn z cc z O 0 cc 0 0 0 _ T C drawing no. 96 -19 (sheet 3 of 5 AN ANCHOR TYPE ANCHOR SPAC1NG INCHES UP TO 40 PSF JUPTO 70 PSF C •NC B OCK WOOOICONC B OCK W000 A 3 t111110Mill 4 — C 11 7 - 6 4 - - - 14 - - EXISTING w000 TRUSSES 0 24' O.C. MIN. 2:4 MEMBERS MIN. S.G. - 0.51 2 X 5 X 1/8' ALUM ANGLE CONT. (3) it 14 S.M.S. 0 EACH RAFTER 2" MIN. PENETRATION 4 3" MIN r � HEADER CONNECTION TO W000 TRUSSES MAX SHUTTER HEIGHT - 123 MAX DESIGN LOAD = 62 PSF 1-3/4' MIN. COUNTER TOP CONDITION (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. 1/4 PLYWOOD EXISTING SOFFIT mirmirArArirdwisseramprogrAwArArAmprom 3/4 L 2 : 3 x 1/8' 2 x 4 x 1/8 2 x 5 x 1/8 ALUM. ANGLES 1/4" THRU BOLT W/ WASHER & NUT 0 6 O.C. 1 NL0 X 1 HEX HEAD SELF DRILLING SCREVS @ 6' 0.C. / 10 X 2 SELF DRILLJNG SCR. 0 15 O.C. w000 �. . w000 STU 0 OC REOU 24 ED [ 14 X 3/4 TEKS 0 12' O.C. 1' X 3 -3/4' X 1/8" CONT. ALUM TUBE w/ (3) 1/4' a x 4' LAC SCREWS 0 EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD CLASS W000 HEADER REOUIRED _-L Engr. OR. HUMAYOUN FAR000 STRUCTURES FLA. PE Y 16557 FASTENERS AS PER SCHEDULES w/ 1 MIN. PENETRATION TO ExtSTINC W000 HEADER INSTALLATION DETAIL ON EXISTING WOOD BUCKS xxt : v• _r MAX. SHUTTER HEIGHT = 6 FT. MAX. DESIGN LOAD = 65 PSF OTHER CONDITIONS SIMILAR FOR FASTENERS SEE SCHEDULES ON SHEET 2 C.� 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 5 X 1/8' ALUM ANGLE 1/4 -20 X 1/2' BOLTS V/ NUTS @ 12' 0.C. FASTENERS — SEE SCHEDULES ON SHEET 2 \ti 2" X 4' CONT. w/ (3) 1 /4' e X 5' LAC SCREWS 0 EACH STUD W/ 2 MIN PENETRATION INTO EXISTING STUD APPROVED AS COMPLYING WITH THE SOUTH FLORID BUIL• NG CODE DATE 0 Z.000 BY PRODUCT CO,)TROL DIVISION DU:LDIUG CODE COMPLIANCE OFFICE ACCEPTANCE NO.O 0 — 04-)I . 07 IrrirpIz /. z Z 1- < 0 Oo _ 0 o n z z � no O �QO Cz. w N N n I Z , � ` ", o O r-� C cn 0 u, v 0 c 0 0 m u v .0 0 v ( ( drowing no. 96— 19 sheet 4- of 5 FASTENER SPACING IN MASONRY CHARTS ARE BASED FOR LESSER EDGE ON TYPICAL EDGE DISTANCE = 12d. DISTANCE DECREASE SPACING BY WITH THE FACTOR BELOW PLYING - 10d= 2 -1/2" 8d -2" 6d= 1- 1/2"5d= 1 -1/4" FACTOR 1.00 0.86 0.71 0.57 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. 1 1 I 1 IANCHOR d A NCHOR CHART 3 0.0 1 - � 4 N O --A _E : 1 �6 - Ati C+ 1 OR Se ACE 1 »\ . 12 • -\ I. ,► 111 i Il . 12 \ N _ A NCHOR CHART 3 0.0 1 : �6 - Ati C+ OR Se ACE -\ . 12 \ N I \ —....„............. N Q U1 to to • • • Ar CH DR SP N AC ANCHOR CHAR 1 a_o' 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES ANCHOR CHART S FIL.oll a -t ^r r- -7 r^ -r - • NC ACE d 0 60 60 70 90 90 100 110 120 SLAT SPAN - INCHES LAI N �,- ArCNJR EP AC ANCHOR CHART. 2 01.0K 40 50 N 60 70 80 90 122 110 120 SLAT SPAN - INCHES ANCHOR CHART 4.0 50 60 70 80 90 180 110 120 SLAT SPAN - INCHES 40 50 50 70 80 90 180 110 120 SLAT SPAN - INCHES ANCHOR CHART 7 rtlW 7 4 NC -HOP SP E 40 50 60 70 80 90 180 110 120 SLAT SPAN - INCHES 1J, 40 50 60 70 80 90 100 118 120 SLAT SPAN - INCHES TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4" NO REDUCTION FACTOR IS REQUIRED ANCHOR TYPICA AN = 1/4 TAPCON BY ELCO. 1 -3/4" EMBEDMENT TO C0_,„„ 1- I /4 - EMBE∎ • - 1 K ANCHOR () 4 X 1-1 4 HILT( METAL HR ANCHORS WITH ZAh1AK BODY OR RAWL ZAMAK NAIUN 1" EMBEDMENT TO CONC. OR BLOCK ANCHOR QD = 1/4" RAWL CALK -IN, STAR • TAMPIN • OR EQUAL TOTAL ANCHOR BODY INTO CONC. OR BLOCK ANCHOR Q = 114 S.M.S. /LAG SCREWS INTO WOOD. (S.C.- 0.47) 1 -1/2" MIN. PENETRATION. NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO. TILES. ETC.) Engr. DR. HUNAYOUN FAR000 STRUCTURES APPROVED AS COMPLYING WITH THE FLA. PE ➢ 16557 SOUTH FLORIDA BUILDING CODE DATE 0 t-8 2- BY .� : • . 4 ( PRO+UCT �TROL DIVISION BUILDING COLE COMPLIANCE OFFICE ACCEPTANCE NO. 00— 0 41) .07 CV rTh c 0 y ' w cn O O Q� W •J to U J . Cl Z Ow — O] _ w Z Z J N a z ° 5 <g-- N t() = v O D O ,c 3 E Growing no. 96 -19 J (sheet 5 of 5