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171 NE 100 St (8)h FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME DEANNA BELLOSO 00 - 1391 BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. / 171 N.E. 100TH ST. CI M IAMI SHORES STATE FLORIDA 1 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: (##° - ##' - ##.##" or ##.#### #°) LI NAD 1927 11 NAD 1983 FEMA Form 81 - 31, AUG 99 Comments section if necessary.) SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 120652 MT AMT O a) Top of bottom floor (including basement or enclosure) ❑ b) Top of next higher floor ❑ c) Bottom of lowest horizontal structural member (V zones only) ❑ d) Attached garage (top of slab) O e) Lowest elevation of machinery and /or equipment servicing the building 0 f) Lowest adjacent grade (LAG) • . �O g) Highest adjacent grade (HAG) O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade ❑ i) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) O.M.B. No. 3067 -0077 Expires July 31, 2002 For Insurance Company Use: Policy Number Company NAIC Number 33138 B3. STATE ZIP CODE SOURCE: LI GPS (Type): I—I USGS Quad Map LI Other. source o t e Base Flood Elevation (BFE) aata or base flood depth entered in 69. U FIS Profile 1X1 I FIRM IJ Community Determined IJ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: LJ NGVD 1929 IJ NAVD 1988 IJ Other (Describe): B12. Is the building located in a Coastal_ Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? I Yes IJ No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: LJConstruction Drawings' LJBuilding Under Construction* IX JFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD Conversion/Comments Elevation reference mark used BENCH MARK Does the elevation reference mark used appear on the FIRM? IX I Yes 13 .78 ft.(m) . ft.(m) . ft.(m) . ft.(m) _ ft.(m) 11 . 95 ft.(m) . ft.(m) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.. CERTIFIER'S NAME ADIS N. NUNEZ LICENSE NUMBER TITLE 5 9 24 COMPANY NAME REGISTERED LAND SURVEYOR BLANCO, DANIAL & 4.SSOC. INC. ADDRESS CITY STATE ZIP CODE 55 NORTH SHORE DR. • MIAMI BEACH FT.ORTIA 33141 SIGNATURE DATE 8 /31/00 TELEPHONE ( 305) 865 -1200 L_I SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS r LUKIDA 94. MAP AND PANEL B B5. SUFFIX B B6. FIRM INDEX B B7. FIRM PANEL B B8. FLOOD B B9. BASE FLOOD ELEVATION(S) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME DEANNA BELLOSO 00 - 1391 BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. / 171 N.E. 100TH ST. CI M IAMI SHORES STATE FLORIDA 1 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: (##° - ##' - ##.##" or ##.#### #°) LI NAD 1927 11 NAD 1983 FEMA Form 81 - 31, AUG 99 Comments section if necessary.) SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 120652 MT AMT O a) Top of bottom floor (including basement or enclosure) ❑ b) Top of next higher floor ❑ c) Bottom of lowest horizontal structural member (V zones only) ❑ d) Attached garage (top of slab) O e) Lowest elevation of machinery and /or equipment servicing the building 0 f) Lowest adjacent grade (LAG) • . �O g) Highest adjacent grade (HAG) O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade ❑ i) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) O.M.B. No. 3067 -0077 Expires July 31, 2002 For Insurance Company Use: Policy Number Company NAIC Number 33138 B3. STATE ZIP CODE SOURCE: LI GPS (Type): I—I USGS Quad Map LI Other. source o t e Base Flood Elevation (BFE) aata or base flood depth entered in 69. U FIS Profile 1X1 I FIRM IJ Community Determined IJ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: LJ NGVD 1929 IJ NAVD 1988 IJ Other (Describe): B12. Is the building located in a Coastal_ Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? I Yes IJ No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: LJConstruction Drawings' LJBuilding Under Construction* IX JFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD Conversion/Comments Elevation reference mark used BENCH MARK Does the elevation reference mark used appear on the FIRM? IX I Yes 13 .78 ft.(m) . ft.(m) . ft.(m) . ft.(m) _ ft.(m) 11 . 95 ft.(m) . ft.(m) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.. CERTIFIER'S NAME ADIS N. NUNEZ LICENSE NUMBER TITLE 5 9 24 COMPANY NAME REGISTERED LAND SURVEYOR BLANCO, DANIAL & 4.SSOC. INC. ADDRESS CITY STATE ZIP CODE 55 NORTH SHORE DR. • MIAMI BEACH FT.ORTIA 33141 SIGNATURE DATE 8 /31/00 TELEPHONE ( 305) 865 -1200 L_I SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. CITY COMMENTS SIGNATURE G4. PERMIT NUMBER SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS CROWN OF ROAD ELEVATION: GARAGE FLOOR ELEVATION: PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME STATE ZIP CODE 12.18' N/A RM# N -397 LOCATOR4/ 3100 ELEV. 9.80' LI Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is LLI ft.(m) LLiin.(cm) LI above or LI below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I_LI ft.(m) 1_I_ Iin.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? L. Yes Li No LI Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS SECTION G - COMMUNITY INFORMATION (OPTIONAL) For Insurance Company Use: Policy Number Company NAIC Number I —I Check here if attachments The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. GI. LI The information inSection C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer or_architedt.who is authorized by state or local law to certify elevation information. (Indicate the source and date of the - elevation data in.the Comments area below.) G2. , I munity offcial completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or • _Zone AO. G3. LI The following information_(Items G4 -G9) is provided for community floodplain management purposes. G5. DATE PERMIT ISSUED 7 G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for LI New Construction LI Substantia Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: . ft.(m) Datum: G9, BFE or (in Zone AO) depth of flooding at the building site is: . ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE DATE I 1 Check here if attachments FEMA Form 81 -31, AUG 99 REPLACES ALL PREVIOUS EDITIONS 2 i • : Q J I i l N 2 ( 1, REVISED: r t IPt�z e octG , Po I p, \ 60a,(1. 255,70 442 ti flPll�'� po NOT VALID UN'!E5S EIJt3'PSSEG,w'TH SURVE P$ 2 k) a ICI GL• 0,3 4 • 0. WALL m m• //// /// /j/ � j /� / `� 12.10 / // O o , /// / ,, O • I 1. d �o . s o l i , Sor IO130' ? o / I .t^ � v �% - 3.45 ' �V. / o fF.E BOUNDARY SURVEY 15` AL.1..&4 ? S, oa' I-► Z 3 Wooc) SEEPS (9.t>.S' 5 '/ N �l3.�8' 1110 S' i, L —• t. S,3a' 006 *Pp.( CO' ' N °' ►11 y 0 10.25' o /5.2s' to.8a 9 • h 1.1 I Dom N /54 0 s` m 2,40' b /2, d6 K /3' page way v oar; L(, o 2IAD 3• '1f111) 1 9o e . ) Uo ID. 5/ 6,0c U4 f2, .5'.5iit Jatie. • • . , N Ele :iOrs based Cn Mt; N- 397 Elev. 9 , goy NGV D_tom. Locator Index #3(00 LEGEND • FIP= Found Iron Pipe S.P.0 =SET1 /2 " PIN & CAPLB4769 F t::D =Fo nd ail S Disc S.PCP= SET PERMANENT CONTROL POINT L84 M H. CENTERLINE WM PROPERTY WATER METER PP= POWER POLE F.C.= FENCE CORNER, R= RECORD, M= MEASURED CHAIN LINK OR WIRE FENCE= • - W000 FENCE= MASONRY WALL= CONCRETE= . r : :. • • •' •j t•IADMENIANCE & DRENAGE EA.S D171W = D. E. NOTES: UNLESS OTHERWISE SHOWN. THE FOLLOWING NOTES APPLY.: • '1) Record and measured calls are in substantial agreement. 2) Bearings, if shown are based on Plat data. 3) The lands shown hereon' were not abstracted for Easements or other recorded emcumbrances not shown on the plat and :he same, if any may not be shown on this sketch. 4) Underground portions of Footings. Foundations or other improvynents were not located. • 5) Elevations are based on National Geodetic Datum. 6) Fence Ties are to the Centerline of thefent:e. 7) Wail Ties to the face of the Wall. 8 geARING FIFIEN'SHChJ ARE _ RErFERED TO AN ASSUMED VALUE SAID FB F ?.GE _ I HEREBY CERTIFY That the survey represented hereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments. overlaps. easements appearing on the plat or visible easements other than as shown hereon SURVEY FOR: DEANNA BELLOSO, 171 N.E. 100TH ST., MIAMI SHORES, FLORIDA 33138. LEGAL DESCRIPTION: LOT 20 AND THE WEST 1/2 OF LOT 21 BLOCK 15 OF AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF MIAMI –DAD$ COUNTY. FLORIDA. ADIS N. NUNEZ Regis:eredLand Surveyor No S:ate of Florida 5924 L O C A T I O N S K E T C H SCALE : NTS (305) 865 -1200 FLOOD ZONE: PANEL : DATE: – 30 114 h 15 X55.1' 50' 1'J 16 0093 SCALE: 1"= 20' IS 4 I 11 11 1 I te ID 1 cl ri 2 St '7(. DWN. BY: F.'BIAf4 CO 22. 11 SINCE 1987 BLANCO, DANIAL & ASSOC. INC. Engineers • Land_Surveyors • Planners LB # 4789 555 NORTH SHORE DRIVE MIAMI BEACH FL. 33141 Fax ( 305)865 -7810 SUFFIX ::J DATE 7 -17-95 BASE : 01% (OMMKINTTy_t tnKRFR 120F5 JOB No. 00- 13.ct Product Code Gauge Dimensions Dimensions Fasteners Allowable Lands Uplift 133X Strap Plate 16d W H B CL Strap Plate Nails Bolts Nails Bolts lOd 16d 1/2' SGP2 i' 1/4' 1 5/8 18 1/4 1 1/2 10 1055 (1) 1/2' 1395 1510 16 SGP3 14 1/4' TAPIB 3 18 1/4 1 1/2 12 2 (1) 5/8' 1675 1815 825 14 3 1955 2115 1240 16 4 22322405 1655 18 5 2405 2405 2065 Prod : Code Gauge Dimensions Fosterers Allowable Loads UpliFt 133% H Nails 10d 16d TAPB 14 B 5 700 • 755 TAPID 14 10 6 840 905 TAP12 14 12 8 1055 1055 TAPI4 14 14 10 1055 1055 TAP16 14 16 11 1055 1055 TAPIB 14 18 12 1055 1055 TAP20 14 20 13 1055 1055 TAP22 14 22 14 1055 1055 Embedment- = - Line I4" 1 r15/16" H 1" H TRUSS ANCHOR (TAP) .GIRDER TRUSS STRAP (SGP3) Minimum Header thickness is 2'. Mininun embedment is 4'. CL Anchor Bolt 1 /2'x10 with 1/4' washer. Mininun Heger thickness 2'. GENERAL NOTES 1) The opproved produca shell be mode of steel conforming to A5T1A A553 structural quality Crode 33 (min. yield 33. si) and o minimum golver ized coating or C60 per ASTAV 525. 2) Fasteners are common wire nails or bolts in single shear os shown and noted on each cpprovel. 3) All instollotions shall be done in occordonce with the monufccturers instructions, this Notice o Acceptonce and the opplicoble sections of the South Florido Building Code. 4) Allowoble hoods ore based on Notionol Design Specificotions for Wood Construction 1991 Edition do 1993 Errata. for Southern Pine (S0 =0.55) or better and test performed in accordance with ASTIR 0 -1761. 5) Allowoble hods for rind uplift hove olreody been increased by c durotion Iood of 33% and no other increase is allowed. GIRDER TRUSS STRAP (SGP2) APPE.0 E Ac COMPLYING YI!TH THE SCUT. FLORIDA BU.LD:NG CODE 6? Div . S ilt ELUDING CODE COMFLA;iCE OFFICE ACCE ?T:.t;CE NO 4_ 1p k9. O'2_ Ni N 0 to 0 0 u c c c 0 x / Lt. 8.,c 11/03/99 s. 14t le Sc: e ►.... r 93- a015.11 1 of3 Product Code Gauge Dimensions Fasteners Lateral Loads H Sent Plate Al A2 TAPL12 14 12 (6) -10dx1 1/2 1105 1105 TAPL14 14 14 (6) -10dx1 1/2 1105 1105 TAPL16 14 16 (6) -10dx1 1/2 1105 1105 Alternate Fastening Schedule Fastener Schedule Uplift 133% Fasteners per Strap. Size 5 1 7 1 9 11 13 10d 700 1 975 1 1255 1535 1700 16d 755 1 1060 1 1360 1665 1700 Product Code Gauge Dimensions Fasteners Allowable Loads Uplift 1337. H Nails 10d t6d TAPR2B 14 8 5 700 755 TAPR210 14 10 6 840 905 TAPR212 14 12 8 1055 1055 TAPR214 14 14 10 1055 1055 TAPR216 14 16 11 1055 1055 TAPR2IB 14 18 12 1055 1055 TAPR220 14 20 13 1055 . 1055 TAPR222 14 22 14 1055 1055 Product Code Gauge Dimension L FTP28 12 16 FTP32 12 20 FTP42 12 30 Alternate Fastening Schedule Fasteners Uplift 133% Nails Nails l0d 16d 8 1375 1605 10 1720 2005 12 2065 2415 14 2410 2815 16 2750 3215 18 3095 3315 20 3315 3315 FOUNDATION TI (FTP) RIVETED TRUSS ANCHOR (TAPR) Minimum Header• thickness is 2'. Minimum embedment is 4'. Minimum stud thickness is 3'. ,• " (MIN) LATERAL TRUSS ANCHOR (TAPL16) Minimum embedment is 4'. GENERAL NOTES 1) The approved products shell be mode of steel conforming to ASTM A653 structural quality Grade 33 (min. yield 33ksi) end o minimum golvonized coating or G60 per ASTI1 525. 2) Fosteners or: common wire moils or bolts in single sheer es shown c d noted on each approval. 3) All installotiors shall be done in occordonce with the monufocturers instructions. Acceptcnce and the opplicoble sections of the South Florida Building Code. 4) Allowable loods ere based on Notional Design Specificctions for Wood Construction 1991 Edition do 1993 Errata. for Southern Pine (SG =0.55) or better and test performed in occordonce with AST1.4 0 -1761. 5) Allowoble loads for wind uplift hove olreody been increased by o duration Iood of 33% and no other increase is allowed. this Notice of 96- Io ices go2. APPROVED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE DAT _ tS 1 BY PRODUCT CONTROL DIV;S :ON BUILDING CODE COMPLIANCF OFFICE ACCEPTANCE NO ICC - LO t‘ • Q�- Product Code Gauge Fasteners Allowable Loads Raf ter Plate Stud Lateral Uplift 133% HCPLR /L 20 4 4 4■ Al A2 6d 8d 180 60 400 510 Product Code Gauge Fasteners Allowable Loads Rafter Plate Stud Lateral Uplift 1337. RTIO 18 5 8 5 AI A2 6d 8d 95 115 500 530 Product Code Gouge Fasteners Allowable Loads Raster Plate Stud Lateral Uplift 133% HCPR /L 20 4 4 4■ Al A2 6d 8d 95 145 400 510 *Stud Application 0 REGULAR HURRICANE ANCHOR (HCPR /L) DOUBLE LONG TIE HURRICANE ANCHOR (RT10) (STUD APPLICATION) Al . S. 'Stud Application Al LONG TIE HURRICANE ANCHOR (HCPLL /R) A2 GENERAL NOTES 1) The approved products shots be mode of steel conforming to ASTM A653 structural quality Grode 33 (min. yield 33ksi) and o minimum galvcnized cocting or C60 per ASTM 525. 2) Fasteners are common wire nods or bolts in single shear cs shown and noted on each approval. 3) All hurricane anchor ties except HCPTA (Truss Tie) s`otI require two (2) anchors to be installed diagonally across from each other or bock to beck in order to ochieve a mimimum allowable uplift of 700 lbs. See detail A. 4) All installations sholl be done in cccordonce with the mcnufccturers instructions. this Notice of Acceptance and the cpplicable sections of the South Florida 3uilding Code. 5) Allowable Ioods are 5•sed on Notional Design Specifications !or Wood Construction 1931 Edition At 1993 Errata. for Southern Pine (SC= ) or better end test performed in accordance with ASTM 0 -1751. 6) Allowable bode for wind uplift have olreody been increosed :y o durotion load of 33X and no ,ther increose is ollowed. 1 in) 1/2' (min) n) (min) �l I f n) Top Plate L Top Plate Ties installed Tes installed Diogonofy Bock —to —Bock Detail A (STUD APPLICATION) 96. lotc., oi 4/ A2 AP, a ;:D AS CON!PLY: :t� 1y'- `I_J C •IH TAE Sr �Fte =: a eel CE OAT e�,._,�� - ;99 SY 8Uf!;;.Na CODE CO1.IFL:AN, E OFF ;CE ACCEPTANCE I':u. f C 10 t O U co (� N L,. N V) LLJ< - > 0 - w�0 Z _ fi w D - _ J < z Z w 0 D en U < 1' I \ 8 1� / 1 0 • O o. c o. < 3 V1 e.L „/o;/ 4 met to S: 1 of2 1/ Product Code Gauge Length Fasteners Allowable Loads Uplift 133% 10d 16d RTPGA88 14 8 4 660 785 RTPGA810 14 10 5 825 980 R TPGA8l2 14 12 6 990 1175 RTPGA814 14 14 7 1155 1235 RTPGA816 14 16 8' 1235 1235 RTPGA818 14 18 9 1235 1235 RTPGA820 14 20 10 1235 1235 RTPGA824 14 24 11 1235 1235 RTPGA824 14 28 11 1235 1235 R TPGA8301 14 30 11 1235 1235 RTPGA836{ 14 36 11 1235 1235 Product Code Gauge Length Fasteners Allowable Loads Uplift 133% 10d 16d RTP181216 18 16 8 1105 1105 RTP181218 18 18 9 1105 1105 R TP 191220 18 20 10 1105 1105 Length Equal Fasteners Equal Fasteners Each Side Each Side k RAFTER TIES 1" Wide - 14 Gauge For twisted strap, add 'T' to product code number For Flat strap, add 'F' to product code number GENERAL NOTES 1) The opproved products sholl be mode of steel conforming to ASTM A653 structural quality Grode 33 (min. yield 331(0 end o minimum gclvonized coating or. G60 per ASTM 525. 2) Fasteners are common wire nails or bolts in single sheor os shown crd noted on each opprovol. 3) In some coses two (2) Rafter Ties ore required for o minimum design uplift of 7001 os required by the South Florida Building Code. 4) All insteilotions shall be done in cccordence with the manufacturers instructions, this Notice of Acceptonce and the applicable sections of the South Florida Building Cede. 5) Minimum nail penetrotion is 1 -7/8' for 10d and 2" for 16d nails. 6) Allowoble loads ore bosed on National Design Specificotions for Wood Construction 1991 Edition & 1993 Erroto. for Southern Pine (SG =0.55) or better and test performed in occordonce with ASTM 0 -1761. 7) Allowable Ioods for wind uplift hove already been increased by o duration load of 33% and no other increcse is ollowed. 8) Use specified fastener on eoch side as listed in schedule to achieve ollowoble uplift. See Detail A. Detail A Length RAFTER TIES 1 1/2" Wide - 18 Gauge For twisted strap, add 'T' to product code nunber For Flat strap, odd 'F' to product code number 98 - 101(0, 04 5/ A ?Pi7VED AS COMPLYING WITH THE SOUTH FLCRIDA BU!LDiNG CODE OAT 3- c - _ 1S 61 CO n i. DIV:S:ON SUILDiNG CODE COMPLIANCE OFFICE ACCEPTANCE NO -1 0 t(o • t t t ec ut cu 0) 0 J t / e.t 9o+: "c. e. 1/03/98 Not to stet .__ 9s - 081&1) 2of4 1 to .r Product Code Gouge Dimensions Fasteners Allowable Loads Strap Box V Header Joist Downward .Uplift 133% 10d I6d I6d HHP218 14 16 1 9/16 18 6 2200 2200 790 9 6 1115 1325 790 HHP3I8 14 16 2 9/16 18 6 2200 2200 790 9 6 1115 1325 790 HHP418 14 16 3 9/16 18 6 2200 2200 790 9 6 1115 1325 790 Product Code Gouge Dimension Fastener Lateral L Schedule Al HDPT2 18 6 1/4' 6 -IOd 450 HDPTD 18 5 1/2' 6 -1Od 450 Alternate Fastening Schedule Fasteners Uplift 133% Nails 8d 10d 16d 6 800 800 800 8 800 800 BOO 10 R00 B00 800 12 Ann Finn Rflfl Product Code Gauge Dimension L HDP2X 18 19' HDP2XD 18 18 1/4' Alternate Fastening Schedule Fasteners Uplift 133% Nails Nails 8d 10d 16d 6 800 970 1160 8 1065 1290 1545 10 1335 1600 1600 12 1600 1600 1600 e.. eo.rct 2 o f 2 bm "' "'°e ` Mot to SCOM O.., r NI, 954:4 5/8" TRUSS TIE DOWN STRAP (Sanibell Strap (HDP2X) 0 Note: 1) Fastener are placed on each side of' the truss into the top and bottom layer or the double top plate nenber in equal quantity. 2) Fasteners shall not be less than 1/4' from the edge of the strap and spaced not less than 3/8' from the edge of the framing nenber. 3) Minimum nail penetration is 1 5/8' for 8d, 1 7/8' for 10d and 2' For 16d. H SKEWED HIP TRUSS HANGER (HHP) LEFT SKEW SHOWN (Standard 45') Minimum header thickness 3' Right skew, add 'R' Left skew, add 'L' Note: I) Fastener are placed on each side of the truss into the top and bottom layer of the double top plate nenber in equal quantity. 2) Fasteners shall not be less than 1/4' from the edge of the strap and spaced not less than 3/8' From the edge of the framing nenber. 3) Minimum nail penetration is 1 5/8' For 8d. 1 7/8' for 10d and 2' for 16d. GENERAL NOTES 1 5/8' TRUSS TIE DOWN STRAP (True Tie (HDPT) 4) All instollations shall be done in occordonce with the monulocturers instructions. this Notice of Acceplonce and the opplicoble sections of the South Florida Building Code. 5) Allowoble foods ore bosed on Notionol Design Specificolions for Wood Construction 1991 Edition It 1993 Errolo. for Southern Pine (SS =0.55) or better and test performed in occordonce with ASTM D -1761. 6) Allowable foods for wind uplift have olreody been increosed by o duration Iood of 33X and no other increose is allowed. 16.101c.,0(.1 5s c Al 1) The approved products shall be mode of steel conforming to AST) A653 structural quality Crode 33 (min. yield 33ksi) ono o minimum golvonized cooling or C60 per ASTM 525. 2) Fasteners ore common wire nails or bolls in single shear os shown and noted on eoch opprovol. 3) All hurricone anchor ties except HCPTA (Truss Tie) sholl require two (2) onchors to be installed diagonally ocross from eoch other or bock to bock in order to achieve o mimimum ollowoble uplift of 700 lbs. See deloil A. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA n BUILDING CODE DATF FtQ l5 19 BY PRODUCT 01 DIV:S:ON BUILDING CODE C0MPLIANq OFFI ACCEPTANCE NO q - Lot( 0 • n 1 / 8 1 I J /6 .090 - (TYP) 12.50 COVERAGE PRODUCT MARKING (OPTIONAL LOCATION) 2.000' 2.000' 1.750' "U" HEADER ° s- -- :ANGLE SCALE 1 3 . r-o- - 16 GAGE • GALV. STEEL :093' TYP.. 1/4' S.S. STUD 0,6- 1 /4'OC.. 15 "F" TRACK SCALE 1 MAL,. SIZE L EXISTING STRUCTURE .46" .085 02/27/97 12:38 I r 1 `O5 1 WINGNUT O ,SCALE : HALF SIZE 5.00' .30• "469' WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION 1 t PRODUCT MARKING LOCATION '7 O STORM PANEL SCALE : 3' . T -0" 10 • (TYP L TYPICAL ELEVATION 5.00' 3.500" SCALE • HALF SIZE PLAN VIEW REINFORCING BAR W/ FASTENERS AT MIDSPAN. "F" TRACK, STUDDED ANGLE, W/ STUDS (o 6 - 1/4' O.C. AND DIRECT MOUNTS W/ ANCHORS 0 6 -1/4" O.C. L EXISTING STRUCTURE I 1 too -1 OPTIONAL LEG DIRECTION STANDARD CHANNEL ,— TOP MOUNT / 1 81 OR MOUNT r x 'r TUBE & FASTENERS) (SEE PLAN VIEW & NOTE 8) BOTTOM MOUNT 10® OR DIRECT MOUNT 14 OPTIONAL 16 GAGE GALV. STEEL GRADE 0 16 OVERLAP FASTENERS TYP. (SEE NOTE • tt) 5 16 GAGE GAL.V. STEEL NGLE CLOSURE PIECE. 1 ^x2 " MIN. TO 2" x 5 MAX. TENSION FASTENER 0 12' O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ID 12 r 1 t6 GAGE 1 GALV. STEEL • GRADED 11 SOFFIT.. CHANNEL SCALE 1 HALF SIZE 1.00" — 14 GAGE 1 GALV. STEEL CLOSURE SCALE : 3" - 1' -0 WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION OPTIONAL LEG I DIRECTION �J 5.00' MAX. 1/4 -20 x 3 •1/2 BOLT WITH WASHERED WINGNUTS 0 12 -1/2" 0.C. (TYP) • L EXISTING STRUCTURE P 1 P r- 0 0 TOP MOUNT 8) OR DIRECT MOUNT FASTENERS (SEE PLAN VIEW L NOTE 8) BOTTOM MOUNT.-- (TYP L 0® OR DIRECT TYPICAL ELEVATION MOUNT FOR INSTALLATION W/ FASTENERS go MIDSPAN "F" TRACK, STUDDED ANGLE, W/ STUDS tm 6 -1/4" O.C. AND DIRECT MOUNTS W/ ANCHORS OD 6 -1/4" O.C. 1/4" MAX. - 11T \1/4" MAX. PLAN VIEW SCALE. 1 -1/2" .930- O Yx ix16G STEEL TUBE TYP. (OPTIONAL) SEE NOTE 8't TYPICAL ELEVATION CL WIDTH UNLIMITED SECTION SCALE : 3" - 1' -0' 1.00 " °0i D 16 GA. GALV. STEEL GRADE O OR ALUM. t - MIN. .085' KEYHOLE WASHER 14 STEEL TUBE SCALE I HALF SIZE SCALE : HALF SIZE (PERP. TO PANEL SPAN) 7 14 OPTIONAL © 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE • 0 FOR INSTALLATIONS W/ NO FASTENERS go MIDSPAN. "F" TRACKS, STUDDED ANGLES, W/ STUDS es 12 -1/2" O.C. AND DIRECT MOUNTS W/ ANCHORS 0 12 -1/2" O.C. MAX. NW NW 3/4" OVERLAP MIN. 6063 -T6 ALUMINUM 2 ', 3', 4 OR S' SCALE : 3' - 1' -0" FLORIDA STORM PANELS. INC. OPA LOCKA. FL. DADE COUNTY PRODUCT CONTROL APPROVED • .093' TYP. O ANGLE STUDDED ANGLE O SCALE : 3" - t• -0 GENFRAL NOTES1 L THIS SHUTTER SYSTEM 15 DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS N ACCORDANCE WITH ASCE 7 -90 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.' TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS - 3. STORM PANELS SHALL BE 20 GAUGE STEEL It ..035') CONFORMING TO ASTM A446. STRUCTURAL QUALITY. GRADE C. WITH A MIN. Fy - 46.7 KSI. GALVANIZED IN IN ACCORDANCE WITH ASTM 060. ALUMINUM ALLOY EXTRUSIONS SMALL BE 6063 -76, U.O.N. 4. PRODUCT MARKINGS SMALL BE WITHIN 1r OF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS. 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Py • 33 KSI. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OP MATERIALS TO BE USED IN PRODUCT TESTING. 7. TOP L BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 0. PANELS UTILIZING A STEEL TUBE SMALL BE FASTENED AT OVERLAPS AT MIDSPAN TO A Y x Y x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -V2" BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS ISEE TYPICAL ELEVATION®L PANELS NOT UTILIZING STEEL TUBE SMALL BE FASTENED AT MIDSPAN W/ 1/4-20 x Y BOLTS ITM ate CAST ALUMINUM WASHERED WINGNUTS OR JACKN UTS (SEE TYPICAL ELEVATI II FOR PANEL SPANS LESS THAN 33' OVERLAP FASTENERS t TUBE ARE NOT REO ED. NO STEEL TUBE AND OR FASTENERS ARE REQUIRED POR TYPICAL ELEVATION ©. 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201.202. AND 203. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95-032 AND No. 96 -009. 10. A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE - STORM PANELS WILL NOT OFFER NURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR BARS ARE PROPERLY INSTALLED. WHEN REQUIRED ". F -- BOTTOM MOUNT APPROVED AS COMPLYING W`TH THE 12- /2' 0© OR DIRECT (TYP) MOUNT SOUTH FLORIDA BUILDING CODE TYPICAL ELEVATION EXISTING STRUCTURE DA ' P 7 BY PRODUCT CO ROL DIVISION BUILDING •CODE COMPLIANCE OFFICE ACCEPTANCE NO Qtn -�7D I, nZ 1 -1/r MIN. SMEAR FASTENER 0 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 PSF AND 6' O.C. FOR DESIGN LOADS GREATER THAN 140 PEP. Z3 H s la I- Sg in I <5 � SW V O ' z N W= z o W I i I °"t°" . VJx • W p > Q L • O 0 11. 0 N 0 •4( a1 Z IA J O r S a o fro 1- O / 11 KNEZEVICH ICrown by 00 Icn.cx.d 01{ vJx or.vtng no. 9S -498 1 GLASS OR DOOR — 7T127/97 12 :39 EXISTING STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP ' BOTTOM CONT. L— EXISTING STRUCTURE ANGLE TO WALL DETAIL O WALL MOUNT SECTION A SCALE : 3 • 1 -0" WOOD FRAMING TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP 4 BOTTOM GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL l O OR i I O WALL MOUNT SECTION SCALE : 3 • I -0' — 1/4-20 MACHINE BOLT & WINONUT p 6 -1/4' O.C. OR 12 -1/2' O.C. USE STORM PANEL. LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) 1/4 MAX. 1/4-20 MACHINE BOLT & WINONUT p 6 - 0.C. OR 12 -1/2 O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) PANEL TO ANGLE DETAIL SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR 1' x4'x.125 - OR 2' x4'x.125 - AL. TUBE OR V x 6' P.T. W000 SEE MN.. =' SEPARATION FROM GLASS . -.SCHEDULE GLASS OR DOOR ©coNT. w SMEAR FASTENER • (SEE ANCHOR SCHEDULE) TYP. TOP & BOTTOM — �1aw11�t,�u11oa11c �� a..11n1a.. •Ae IMI� .ollaomo :ne111c11.e.1..111. CEILING /INSIDE MOUNT SECTION SCALE : 3 = 1' -0 O QCONT. 1/4 S.S. LAG - 1/4 -20 MACHINE BOLT LAG SCREW W/ 1 -1/2' & WINONUT p 6-1/4 O.C. OR PENETRATION INTO W000 12 -1/2' O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) 2 - 1/4'0 x 4 -1/2 S.S. LAG SCREW p 24' O.C. MAX. W/ 1 -3/4' PENETRATION IN CENTER OF STUDS . THIS DETAIL. MAY BE USED AT TOP OR BOTTOM OF PANELS. EDGE DIST. EDGE DIST. NOTE USE OF THIS DETAIL IS LIMITED TO a 72 PSF. EXISTING STRUCTURE `o J J 4 Z a X 4 1/4 -20 MACHINE BOLT = L WINGNUT p 6-1/4' O.C. OR 12 -1/2 O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 O WALL MOUNT SECTION (BOTTOM) SCALE : 3 x 1• -0 ' 1/4' MAX EXISTING STRUCTURE EXISTING W000 STRUCTURE EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TYP) :•.'r TENSION FASTENER (SEE ANCHOR SCHEDULE)' , :;TYP. TOP & BOTTOM . t.'.' r ' " 1/4-20 MACHINE BOLT . & WINGNUT p 12' O.C. TYP. TOP & BOTTOM SEE 111/4 SEPARATION FROM • GLASS SCHEDULE ®OR EXISTING STRUCTURE GLASS OR DOOR EMBED WALL MOUNT SECTION (DIRECT MOUNT) SCALE : 3 . 1' -0 OPTIONAL LEG DIRECTION • SIDE CLOSURE REO (SEE PLAN VIEW) SCALE : 3 = 1' - TENSION FASTENER - USE DIRECT MOUNT FASTENERS W/ KEYHOLE WASHER 13 OR SIDEWALK BOLTS. ANCHORS p 6-1/4' 0.C. MIN. OR p 12 -1/2' O.C. WHERE ANCHOR SCHEDULE PERMITS. DO NOT EXCEED STORM PANEL LENGTH CORRESPONDING TO ANCHOR SPACING. SEE TABLE 1 ITYP. TOP & BOTTOM). 1/4' MAX. 1/4 -20 MACHINE BOLT LO & WINGNUT p 6 -1/4' O.C. OR 12-1/V O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) BUILD —OUT MOUNT SECTION APPROVED AS COMPLYING W TH THE SOUTH FLORIDA BUILDING CODE DA � •• 19633 BY 1R1:I1.1 PRODUCT CO ROL DIVISION BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE NO C Ila -bid I. 6 Z U z V7 J ,t W ui N z >m Q < d L JO O LL N O P 0.. Y I O Z fn J • < • a O -J 1 1J. KNEZ - CH l le by 1 vx 871993 f"ar" by 00 ortrin0 AO. 95 -698 [mach.' (Nch.' by., t wig abbot 2•f4 11111111111E SEE ANCHOR • SCHEDULE — —ALT. LEG DIRECTION (TYP) GLASS OR DOOR SEE MIN. SEPARATION EXISTING STRUCTURE O SOFFIT MOUNT DETAIL SCALE : 3" = • ALT. CORNER DETAIL SCALE : 3 ■ 1' - 0" 02/27/97 12:40 ANGLE MAY VARY V4 -20 MACHINE BOLT L WNGNUT O 6-1/4' O.C. OR 12 -V2 D.L. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) 2 x WOOD DECKING 1/4-20 S.S. BOLTS & W.IGNUTS • MIDPOINT OF PANEL SPAN OR sr D.C. MAX. (TYPI x r x .125- MN. CONT. 3105 -H14 OR 4063 -T6 ALUIONII1 ALLOY OR IS GAGE GALV. STEEL ANGLE THREE V4'* WOOD SCREWS W/ 2• MIN. EMBEDMENT OR THREE W000 BUSHINGS W/ 1" MIN. EMBEDMENT (TYP. AT EACH JOIST. TRUSS OR RAFTER 024' 0.C. MAX.) 2 x W000 JOIST. TRUSS OR RAFTER 012 SMS BETWEEN TRUSSES 1111 24' O.C. MAX. 1/4" MAX. WOOD JOIST S EXISTING STRUCTURE— O ALT. BUILD —OUT MOUNT SECTION SCALE '13� ihr-0" 1/4 -20 STUD Yw 12 -1/2" EXISTING. WOOD. CONC. OR HOLLOW BLOCK STRUCTURE TENSION FASTENER . (SEE ANCHOR SCHEDULE) . 6 -1/4 6-1/4' I INTERIOR FASTENING ANGLE ASSEMBLY SCALE l 1 -1/2" - 1' -0" 1/4-20 MACHINE BOLT • L NUT. p2rO.C. • (TYP. TOP & BOTTOM) 1/4" MAX 1/4-20 MACHINE BOLT & WINONUT • 6 -1/4 O.C. OR 12 -1/2 O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) TENSION FASTENER (SEE ANCHOR. SCHEDULE) 3 /11"0 HOLE FOR FASTENING PANEL a'x 3'x1 /4 "x1 1-I/2" ALUMNUM ANGLE 0 1-1/2 - x 1 -1/2- AL. STUD ANGLE . EXISTING . STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) SEE PUN. SEPARATION FROM GLASS SCHEDULE OPTIONAL HANDLE LOCATION SCALE : 3"' - 1' -0 TENSION FASTENER (SEE ANCHOR EDULE)-7 NEW STRUCTURE SEE MIN. SEPARATION FROM GLASS SCHEDULE "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE : 3" - 1' - 0" © IN s /a" STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF 'F' TRACK V4-20 MACHINE BOLT & WINONUT 6-1/4' D.C. OR 12 -1/2 O.C. USE STORM I PANEL LENGTH CORRESPONDING TO STUDS SPACING MEE TABLE 1) 0 a J W A. CC 2 I- M 4 ° •I' � 11 e X1 \1\1111 ?EMBED e Il 0 - "F " TRACK CONNECTION TO EXISTING STRUCTURE DETAIL SCALE : N.T.S. N 0 NI 0 O PUNCH MOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL•OVER EACH ADJACENT PANEL AND FASTEN WNONUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) OM STORM PANEL INTERIOR FASTENING (ISOMETRIC) SEE MN. / SEPARATION FROM GLASS SCHEDULE SCALE : 3 c a - x3 - x 1/4 - x1' -1 -1/2- ALUMNUM ANGLE 1/4-20 STUD W/ NUT 1/4 - 0 RAWL CALK -IN W/ 7 /11" MIN. EMBED. IN CONC. • 5' O.C. OR 1/4 ". RAWL STEEL DROP-IN W/ r MIN. EMBED. IN CONCRETE • r O.C. INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) DA BY ALUM. OR GALV. STEEL SPACERS AS REO'D O TENSION FASTENER (SEE ANCHOR SCHEDULE) WIRE LATH MAY ' BE USED AS TYPICAL ' RENFORCEMENT OVER LEG OF 'F TRACK O APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE A • • • 1'• PRODUCT CO R OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. " 070 /.6 O ALT. "F" TRACK CONNECTION K TO NEW STRUCTURE DETAIL vY' l%.''ti s. • C • O (AANOn by l Vac U ,, z () J 4 W Z > 1m Q Q 111 d LJO Z •OLLO .x • Zom ). i J'C -t a. n Q ;tom E 0 J U. a 1.o � v • < e . a I- h t 2 2 I 0 I- 2 0 u RI h • • N (V.J. KNEZEVICH NOT�t lltrowo As AS 0a (CN Ck■0 bVi ` vat drawing no. l 99 —x.98 .1 :.- • •- STORM PANEL SCHEDULE .: - - ..:: -- - :'iN. .. FASTENER •. ANCHOR SCHEDULE . °.. `:... LOADS (INCHES) . = - - NO BOLTS OR BARS AT MIDSPAN • FOR ALL :.::; . MOUNTING ` CONDMONS W/ STUDS • . hv4' 0.G - mainii. i „ L''' SPACING REQUIRED FOR VARIOUS DESIGN MAX. PANEL LENGTH . -warr_ne . . MAX. PANEL LENGTH ..- ;•4-;(PT -00 ._. ID Ir F u ' _.X D : W N • • , ANCHOR TYPE LOAD (W) PSF MAX. 2" EDGE DISTANCE :• :• 3" EDGE DISTANCE 11 -0 " " "' MAX. PANEL `� - ` - t• := LENGTH (L) FT. '-•„ - .MAX. :PANEL =- .; LENGTH (L) FT ':: 50.6. . _ 5' -7" MAX B' -S MAX. ' - 170" MAX. 5' -7 MAX . 8 MAX M= . ..- • W-0" MAX. . ... W IX Z O u In d Z C C C) In W/ 1 /4 "0 RAWL NAIL - IN 1 -3/e" MIN. EMBEDMENT 72 .6 6 :`: - 6 6 5 6 . 6 ... 6 6 _ ,ti .- . 6 6 9 -1 156 6 i _...3.....>...-3< ` 6 110.0 S- 1 -7/8 p (I "-i 230 4 g .: N/A 3 N/A N/A 4 6 3 4 - WA 5. -0 140.0 1/4 " "0 CALK SIDEWALK W/ 7 /B" Ne -IN 1. 1/4 -20 BOLT (3/4 - 0 HEAD MIN. EMBEDMENT 72 tt S . 12 5 s a T25 625 123 12S 72 s 72S 123 1 2S 6 -11 156 u g sZ5 a 4 6 5 ' 2 123 u 10 a a 6 6 -6 ii. 230 8 L 5 N/A 4 N/A 10 8 ....,!--• S S 4 3 -3 � 1/4 "m TAPCON W/ 1 -1/2" MIN. EMBEDMENT . )llllllllllilllllllllllllll {IIIII� 72 tt 5 125 1C 11 7 8 12S 125 �� „ 12.5 a tt 230.0 156 :. / 230 4_ N/A 3 N/A ■/A .5; 7 „//c 3 5 N/A 3 1/4 - e W/ W/ ELCO FEMALE "PANELMATE" 1 /i -10 TRUSS HEAD 1 WASHER 1 -1/4" MIN. EMBEDMENT 911E .it 72 1Z tt.S 12 5 125 12 5 12.5 125 12.5 12 5 12.5 12S 125 156 12S 1 5 12 5 71 11 12. 5 12S 12,.........512. 230 72S 1 2.s / 2S 10 9 / 7 7 / 72S 12S 10 t2 5 / / 725 :_l____.---; 7 10 1/4 ELCO MALE "PANELMATE" W/ 1 -1 /L" MIN. EMBEDMENT 91E nunml6naal °anunu 72 723 12.5 1 2.5 72S 1 2.5 12.5 tt5 12S t2.5 12.5 tZS 12.5 156 12 12S 2. „ :12 .: 5 „ ,..---" -- 5 12.5 11 17 tt3 I2 12.5 12.5 11,5 1 tt.5 230 a 12 5 70 9 7 / 12-5 us 10 T2.5 / _. to CONCRETE BLOCK W/ 1/4 RAWL NAIL -IN 1- 3 //6" EMBEDMENT --) 72 j.:./6--- 4 6 6 6 6 5 6 3 6 156 3 6 N /A 4 ,... 2../r1, 6 ...-- - "< - N A 3 / L 6 N/A 6 NA 4 . " 230 - N/A ` N/A N/A N/A N/A N /A 6 N/A 4 N/A 3 1/c "0 CALK SIDEWALK W/ 7 /B" ME la -IN L 1/4-20 BOLT (3/4 "e HEAD) MIN. EMBEDMENT 72 10 70 7 6 25 5 5 12.3 t2S 8 12S 6.2 0 156 ...../. 3 3 �/ N/A N/A 6 9 6 / 3 4 / _ ' Hp1 W 230 ' i 3 / N/A N/A N/A N/A 6.25 N/A 4 N/♦ 3 1 1/4 -1/2" MIN. TAPCON W/ 72 a 11 S 7 4 S 9 125 10 4 8 EMBEDMENT ___7______„- N/A 3 N/A N/A F 156 Yi IIAllAl11IR111IlAN1U1111IR> 230 N/A N/A N/A N/A N/A S N A 3 / N/A N/A 1 /4 "e 1 -1/2" MIN. WOOD LAG W/ 72 6 6 6 6 6 6 6 _____6„...„,--;"-: 6 6 ' EMBEDMENT 156 4 �� N/A N/A �mnnnnnmu�mmlt� 230 /, N/A N/A 4 / OM 5/16 - e BRASS 1/t_20 SIDEWALK HEAD) W/ r I NE I WOOD BUSHING L BOLT )3/4"0 72 6.25 6.25 625 6.2S 6.25 6.25 _!...f5 6.25 6.25 6.25 6 25 . 6 MIN. EMBEDMENT 156 6.25 5 �` 4 3 3 N/A 5 3 3 N/A '��„ 230 4 3 N/A N/A N/A N/A i 3 N/A N/A N/A N/A .1 :.- • •- STORM PANEL SCHEDULE .: - - ..:: -- - :'iN. 1 g W/ BOLTS 4/OR BAR$ AT MIDSPAN W/ BOLTS 4/OR BARS • AT MDSPAN - NO BOLTS OR BARS AT MIDSPAN • FOR ALL :.::; . MOUNTING ` CONDMONS W/ STUDS • . hv4' 0.G - FOR STNOOED ANGLES. T' TRACKS W/ STUDS P = 6-1/4 0.C. I DIRECT MOUNTS W/ ANCJ • %Y 6 - V4 - O.C. MAX : "TOP i BOTTOM - FOR STUDDED ANGLE -, - -, .P' TRACKS W/' - - ST STUDS 1z a -V2 B.C. & DIRECT MOUNTS WI ANCHORS 012- v2",O.C. ••-::!:a lux t:••?-• • MAX. PANEL LENGTH • tPr-IO = - -- MAX. PANEL LENGTH . -warr_ne . . MAX. PANEL LENGTH ..- ;•4-;(PT -00 ._. :30.0 .' • - 11 -0 - ; ^ -0 - ; = -t - 40.0 11 -0 2 -3/8 3 -1/2 50.6. • - 10 -6 -.. :x:-...10 -6 3 50 .0 10 - 1 11 - 0 3 • 70.0 9 -8 -. 9_9 .. 8 -8 - 00.0 • 8 -7 • .... 9 -5 . ... 8 - .. 90.0 7 -a 9 -1 7 -2 100.0 6 -10 8 -9 6 -6 - 110.0 6 - 1 -7/8 10 - 6 720.0 5 -9 - - 7 -11 - S - s 130.0 5 -3 7 -8 5. -0 140.0 4 - 11 7 - 4 4 - 7 150.0 4 -7 - 7 -1 4 -3 160.0 4 -3 6 -11 - 4 -0 170.0 4 -0 - 6 -8 • 3 -9 180.0 3 -10 6 -6 3 -7 190.0 3 -7 6 -3 3 -5 200.0 ' 3 -5 5 -11 3 -3 210.0 3 -3 5 -0 3 -1 220.0 3 -2 5 -5 2 -11 230.0 3 -0 5 -2 2 -9 MIN. SEPARATION FROM GLASS SCHEDULE i POSITIVE DESIGN • LOAOIW) (PSF) M AX. PANEL LENGTH (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE - (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRACE (INCHES) BAR NO 8AR NO BAR. NO OVERLAP FASTENERS ALL CONDITIONS 40.0 5- 7 2 -1/4 2 -3/0 3 -1/2 1 -1 /8 B- 5 2 -1/4 2 -3/8 3 -1/2 1 -5 /8 8- 8 3 3 3 -1/2 1-3/4 11 - 0 3 3 N/A 2 -7/8 50.0 5- 7 2 -1/4 2 -3/8 3 - 1/2 1 -1/4 8- S 2 -1 /4 2 -3/8 3 -1/2 1-7/8 8- 8 3 3 3 -1/2 1 -7/8 10 - 6 3 3 N/A 3 60.0 5- 7 2 -1/4 : 2 -3/8 3 -1/2 1-1/4 8- S 2 -1/4 2 -3/8 3 -1/2 2 8- 6 3 3 3 -1/2 2 -1/8 10 -1 3 3 N/A 3 70.0 5- 7 2 -1/4 2 •3/0 • 3 -1/2 1 -1 /4 8- 5 2 -1/4 2 -3/8 3 -1/2 2 -1 /8 8- 0 3 3 3 - 1/2 2 -1/4 9 -9 3 3 N/A 3 • • 02/27/97 :2:42 ANCHOR NOTES. MaN(MUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW PACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH WITH MANUFACTURERS RECOMMENDATIONS W/ MIN. EMBEDMENT INDICATED ABOVE. 4. SIDEWALK BOLTS MAY BE SUBSTITUTED FOR TRUSS HEAD BOLTS My • 60.000 P.S.1.). 91E SUITABLE FOR DIRECT MOUNT as 6 -1 /4 OR 12 -1/2" SPACING ONLY. SPACINGS NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. 1. N/A . OO NOT USE ANCHOR. • :xi:o,: - • .• sP; �;', i _5''. •fir •s.�_ Y " °- rJ` .-... . APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 4//1 1 B BY � � PRODUCT CO OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. R - d '7d I z? at M 'ftto S Vg (/)4 <a S U 0 ' S N • W= = u ° • - • . • la ma 1 la ma J 7: t aww g z 22 - • Ilk J W z � I Q O f- fR I W W In O W N 2 > J 47 < 17 s 910 > I ° rl < 011.0 N .0 P z C 10 UI 4 v-0 frt Nt•NI9 I.. 95 -498 1L I- 9 0.! 0 revisions 1 MI�1 � sus