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HomeMy WebLinkAbout2408 S Myrtle Ave (2)Permit # : 0-1— Job Address: �T %j Description of Work: RECEIVED FEB ..23, Zoa7t CITY OF SANFORD PERMIT APPLICATION Date: /fc�rN� Ca►sGi ... VJ rt YL��77x a l,4G per/ .Z G.8 81:'A1 Historic District: Zoning: Value of Work' S 4 1 1, ea ;•ivr Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service – # of AMPS Addition/Altemtion Change of Service Temporary Pole____ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair – Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for ower than x) Parcel, `•'1Q 1 r_�J©'��I/LJ�D Olt / D fw».,..ti o......e _. n.-•----"- °- `---' ^---- -' Bonding Company: .address Mortgage Lender: Address: Architec ngin r ) Address: . f'. L Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced _nor to rhe issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING. SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR A, I ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. .90 'nn...•NU( In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofww S thi , and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agyn�r S t¢e of rmit ' v rif[cation that I will notify the owner of he property of the requirements of Florida Lien Law, FS 713. _ Signature of Owner/ gent Pate Si na[ure of Con ctor/Agent Date a •' 4� ;Print Owner/Agent's Name Print onnactodAgent's Name � i Signa a of Notary -State oIFS 4R6j=f re iary-State of Florida Dale C N..N.H.e.f ���Ow Agent is r�PeJ�onta�lly nowFlorida Notary Assn.. 8ntr Agent is _—Personally Known to P.te or ET ---L, 1La-•......................................... _ roduced ID a � Produced ID APPLICATION APPROVED BY SPc6ai Conditions: Bldg: �Zo?ning:J 7 ��Utilitits: (Initial & Datcl ((ninal & Date) FD: (Initial &'Date) (Initial & Date) $ U �,,.00 January 01, 2007 LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering "ALUMINUM STRUCTURES DESIGN MANUAL" 2004 edition & 2006 edition Dear Building Official/Plans Examiner, This is to certify that the following contractor/company is hereby authorized to use my "ALUMINUM STRUCTURES DESIGN MANUAL" during the year 2007. When we publish and distribute the 2006 ed of the "ALUMINUM STRUCTURES DESIGN MANUAL", they will be authorized to use that manual for the remainder of 2007. Our authorization is based on a January to January basis requardless of the edition of the manual. This authorization also applies to contractor master file drawings, " ONE PERMIT ONLY" drawings or any "site specific" drawings that I may furnish the contractor. Richard H. Zapf SCC 056734 Exterior Homesavers, Inc 2867 Stonewall P1 #117 Sanford, FL 32773 They are hereby added to my 2007 MASTERFILE LOST Should you have; -a questions please contact me at your convenience,;' Sincerely.' Y} Lawrentt; �.� : E'. ##16644 http://www. scpafl.orglweblre_web. seminole_county_title?PARC EL=36193 053900000290... 2/22/2007 1.0 73.0 " 25.0 DTa!O JCY.NSON_ CFA. ASA 2.0I 49.0I �- PROPERTY 75.0 It APPRAISER a.a-z7.o -I c .._MINOLECOUNMYi�L. > 5.0 12I 0 m > 53.0 1 1101 Z. FIRST ST m --I 30A m 178.0 .i - a z SANFORD. FL 3-771 -14E9 $.0 � 4C7 •Et35-7506 55.0 a 8.0 32.0 56.0 79.0 <. 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 36-19-30-539-0000-0290 Number of Buildings: 1 Owner: REXRODE LORRAINE M Depreciated Bldg Value: $93,027 Mailing Address: 2408 MYRTLE AVE S Depreciated EXFT Value: $624 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $28,764 Property Address: 2408 MYRTLE AVE S SANFORD 32771 Land Value Ag: $0 Subdivision Name: FRANKLIN TERRACE Just/Market Value: $122,415 Tax District: S1-SANFORD Assessed Value (SOH): $94,999 Exemptions: 00-HOMESTEAD (2004) Exempt Value: $25,500 Dor: 01-SINGLE FAMILY Taxable Value: $69,499 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified 2006 VALUE SUMMARY QUIT CLAIM DEED 03/2004 05250 1672 $100 Improved No Tax Value(without SOH): $1,807 WARRANTY DEED 05/2003 04849 1405 $109,000 Improved No 2006 Tax Bill Amount: $1,322 WARRANTY DEED 07/1997 03270 1760 $100 Improved No Save Our Homes (SOH) Savings: $485 WARRANTY DEED 12/1994 02870 1135 $100 Improved No 2006 Taxable Value: $67,182 WARRANTY DEED 01/1973 00984 1588 $15,500 Improved Yes DOES NOT INCLUDE NON-AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LEG LOT 29 + S 22 1/2 FT OF LOT 28 FRONT FOOT & 72 128 425.00 $28,764 FRANKLIN TERRACE DEPTH .000 PB 3 PG 78 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF ExtYVall Bid Value Est. Cost New Num 1 SINGLE 1950 8 1,184 2,156 1,580 BOCK ONC $93,027 $151,880 FAMILY Appendage / Sgft OPEN PORCH FINISHED / 84 Appendage / Sgft GARAGE FINISHED/ 444 Appendage /Sgft BASE/396 Appendage / Sgft OPEN PORCH FINISHED / 48 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM CARPORT W/SLAB 1988 240 $624 $1,560 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. http://www. scpafl.orglweblre_web. seminole_county_title?PARC EL=36193 053900000290... 2/22/2007 r-4 r M � � n AROo2� 2F P cacGriE�`'�" ' LWE SOli1t1 22.5 OF LAT 25 S 89'5'04" E 128.00 OFFICE 0 ti MIS ;' bA • •• Z •. to R O W ayc to �� v IQ ' 29 AX FAD • Q O � r au' 37' 14 1 S 89'54'04" E 128.00' 1 1 , 30 t � PLAN ' S REVIEVIIED t CI -TY aF SANFD'RD„� � sCALE. 1"=301 PERMIT #2 1 gURVEY NOTFS: 1) The street address of the above-described property is 2408 S. WRTLE AVENUE- 2) VENUE2) The abovie-described property lies in a Mod Zotae X SURVEYOR'S CERTIFICATE his is to cartify that I haus a wk a Svrv” of the •abow described -propsrtY and that the plat hereon delirnrrtad s an sownte mentation of the sae. I Rather certify thit Ws &nvcy wets the Mn" Technical ltwndards set fob by the FlorLds Board of Lad Mmr*vyecs Nr"* to Sattiw Alf rm ••r ►�... c�,...a.�. ems_•..•. pruWArnN. Y' /J s.• rJTirt Ki TIM9 W. R. BUIR KI -• P.L.S. N0. 3382• Post office oat iii :ntoed. Fi. X73 ROJECT No: 05 • 4hQ SURY" DATE: ft MAY .o O b � X M p Y Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy i q s- oil ". q P O.o v- PLANS REVIEWED a SECTION 2 I ATTACHED & FREE-STANDING COVERS AND UTILITY SHE EXISTING HOST STRUCTURE SEE CONNECTION DETAILS (SECTION 7) I I 12" x PAN POST AND BEAM I (SEE TABLES SECTION 7) (DETAILS AND TABLES USE W TO SELECT PAN SECTION 2) I FOR REQUIRED SPAN FOR FRONT BEAM USE: A = W / 2+OVERHANG -'W VARIES r FOOTING AND CONNECTION (DETAILS SECTION 2) CARPORT WALL SECTION SCALE: 3/16" = 1'-0" NOTES: 1. SHED IS FRAMED WITH FOURTH WALL (IF REQUIRED) OR ATTACHED TO HOST, MAXIMUM FLOOR AREA 200 SQ. FT., IF FLOOR AREA IS GREATER THAN 2.00 SQ. FT. USE SECTION 4, ATTACH SHED OR ROOM WALL TO HOST STRUCTURE Wl 1/4" x 3-1/4" TAPCONS @ 16" O.C. FOR MASONRY OR #16d COMMON @ 16" O.C. OR #10 x 3-1/2" FOR WOOD OR #10 x 2-1/2" S.M.S. FOR 1" x 2" ALUMINUM OR #10 x 4" S.M.S. FOR 2 x 2 ALUMINUM 2. SHEDS AND UTILITY ROCNIS BUILT UNDER. SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO 16 FT. IN ROOF ::SPAN. 3. ALL WOOD FRAMING AND SHEATHING CONNECTIONS SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 CHAPTER 23, TABLE 2306.1 OR AS NOTED. Nailing Schedule: Connection Fastener Nuntr I Spacing - Wall Sheathing 1/2" or Less 98 Common 1 6" O.C. Ed es and 12" G.C. Field op or ::ole Plate to Stud A. End Nail #16 Common 2 N. Toe Nail #8 Common 2 Lawrence E. Bennett, P.E. FL r 16644 CIVIL ENGINEER .DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 321.21 TELEPHONE: (386)767-4T74 FA;(: (386) 767.65% PLANS REVIEWED IT`,' (fir SANOnL PAGE R I CL) Cu`P7RI70c HT29 2-4 i ,c, r TO SE RHPRODi10E0 :'::".'W -,F.. OR R1 PART WITHOUT THE WRITTEN PERWSSION OF LAWRENCE E. BENNETT, P.E. �- -. - •---.��... - -- ter., .: r�'.Ary SECTION 2 t �-- ALUMINUM/STEEL COLUMN 'U' CHANNEL ANCHORS (SEE SECTION 9) (SEE SECTION 9'FOR, CONNECTIONS) CONCRETE SLAB OR FOOTING CONCRETE ANCHORS (SEE SECTION 9) PO§T TO ONCRETE CONNECTION INTERNA O EXTERNAL RECEIVING CHANNEL SCALE: 3"= 1'-0" ANCHORS (SEE SECTION 9) ICONCRETE SLAB OR FOOTING ill rG ALUMINUM / STEEL COLUMN .�1 2"x 2" WITH WALL THICKNESS EQUAL TO OR GREATER THAN COLUMN WALL a CONCRETE ANCHORS (SEE SECTION 9) TO CONCRETE CONNECTION NAL OR EXTERNAL ANGLE CLIPS SCALE: 3" = 1'-0" ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAL BRACING FOR FREE-STANDING COVERS CORROSION RESISTIVE STEEL _ THRU BOLT PER SCHEDULE CONCRETE SLAB OR FOOTING a.. o ALUMINUM / STEEL COLUMN INTERNAL EXTRUDED ALUMINUM BASE OR BREAK FORMED U -CLIP WITH WALL EQUAL TO OR GREATER THAN POST WALL CONCRETE ANCHORS .(SEE SECTION 9) POST TO CONCRETE CONNECTION TUBE COLUMN BASE SCHEMATIC INTERNAL BASE SCALE: 3" = V-0" PLANS REVIEWED CITY 6 I �.[_ a t SANFORI Lawrence E. Bennett, .P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH OAYTONA, FL 32121 TELEPHONE: (388) 767-4774 FAX: (388) 767 -WW . PAGE © COPYRIGHT 2064 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE VIR117EN PERMISSION OF LAWRENCE E. SENNETT, P.E. 2-21 ATTACHED 8 FREESTANDING COVERS AND UTILITY SHEDS FSECTION 2 BEAMS MAY BE ANGLED FOR GABLED FRAME COLUMN NOTCHED TO SUIT 0 ANCHOR PER DETAIL FOR PAN OR COMPOSITE PANEL FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2.3) BEAM AND POST SIZES (SEE TABLES SECTION 2) SIDE NOTCH POST TO BEAM CONNECTION SCALE: 3" = 1'-0" BEAMS MAY BE ANGLED FOR GABLED FRAME 1-3/4" x 1-3/4" x 0.063" RECEIVING CHANNEL THRU BOLTED TO POST W/ THRU BOLTS FOR SIDE BEAM (SEE TABLE 2.3 FOR NUMBER OF BOLTS) COLUMN NOTCHED TO SUIT -- - ---------- Co _ W, ROOF PANEL C(SEE SECTION 7) CENTER NOTCH POST TO BEAM CONNECTION SCALE: 3" = 1'-0" PLANS REVIEWED Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT CITY F S A qu� F ®R ® P.O. BOX 214368, SOUTH DAYTONA. FL 32121 �tlj �U! TELEPHONE: (366) 767.4T74 FAX: (386) 7676556 PAGE Q COPYRIGHT 2004 NOT TO BE REPRODUCED IN OR I".' PAF' :' !'t It IT T' -c: WRITTEN rERMISSION OF LAWRENCE E. SENNETT, P.E. 2-17 I S _ ANCHOR PER DETAIL FOR PAN OR COMPOSITE PANEL (Doc FOR NUMBER OF BOLTS AND 0 - SIZE OF POST (SEE TABLE 2.3) Q - BEAM AND POST SIZES � (SEE TABLES SECTION 2) CENTER NOTCH POST TO BEAM CONNECTION SCALE: 3" = 1'-0" PLANS REVIEWED Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT CITY F S A qu� F ®R ® P.O. BOX 214368, SOUTH DAYTONA. FL 32121 �tlj �U! TELEPHONE: (366) 767.4T74 FAX: (386) 7676556 PAGE Q COPYRIGHT 2004 NOT TO BE REPRODUCED IN OR I".' PAF' :' !'t It IT T' -c: WRITTEN rERMISSION OF LAWRENCE E. SENNETT, P.E. 2-17 SECTION 2 I ATTACHED & FREE-STANDING COVERS AND -UTILITY SHEDS C- 41 Table 2.2.1 Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings -ALUMINUM POSTS Example: Find Roof Area Needed; Area ='A'; Post Spacing ='S'; Structure Projection ='W° A = S x (W/2 + O.H.); if 'S' = 10', W = 24', and O.H. = 2' then: 'Area' = 140 Sq. Ft. a. For a 9'-6" post and 120 m.p.h. wind load of 14 # I Sq. Ft. post choices are: 1. 2" x 3" x 0.045" Hollow Extrusion 2. All post sizes listed below the 2" x 3" x 0.045" Hollow Section b. If job conditions dictate a post hieght of 10'-11" for A = 140 Sq. Ft. and 120 MPH wind zone, then a 2" x 3" x 0.045" Hollow Extrusion can NOT be used since it can only support a roof area of 114 Sq. Ft. Thus, design must satisfy both height and area requirements. Note: 1. Spans may be interpolated. 2. For free standing covers, multiply above roof areas by 1.25 (except for 10b MPH). Lawrence E. Bennett, P.E. FL # 16644 WY OF SA L FO R D CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 2-52 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. minum Post Wind Load (MPH) = 100 110 JII 120 1 123 1 130 140A I 140B & 150 Attached Cover Uplift' = 10 #ISF 1 14 #ISF 15 #ISF 16 #ISF 19 #ISF 30 #ISF Free Standing Uplift-- 10 #ISF 10-ISF— J11 9SF 11 -2 -NSF- ;3mS€= SVSF— ae-NSF Maximum Allowable Roof Area In Square Feet for Various Loads on Post Height Load (lbs.) 2" x 2" x 0.044" Hollow Extrusion or 2" x 2" x 0.045' Snap Extrusion - Aluminum Alloy 6063 T-6 7'-4" 2,064 206 172 147 138 129 109 69 8'-7" 1,548 155 129 111 103 97 81 52 9'-10" 1,204 120 100 86 80 75 63 40 11'-1" 903 90 75 65 60 56 48 30 Height Load (lbs.) 2" x 3" x 0.045" Hollow Extrusion or 2" x 3" x 0.045" Snap Extrusion - Aluminum Alloy 6063 T-6 8'-2" 2,736 274 228 1 195 1 182 171 1 144 1 91 9'-6" 2,502 250 209 179 167 1.56 132 83 10'-11" 1,596 160 133 114 1 106 1 100 84 53 12'-3" 1,197 120 100 1 , 86 1 80 1 75 63 1 40 Height Load (lbs.) 13" x 3" x 0.040" Roll Formed - Aluminum Alloy 3105 H-14 10'-0" 2,381 238 198 1 170 1 159 1 149 125 1 79 11'-8" 1,786 179 149 1 128 1 119 1 112 1 94 60 13'-4" 1,389 139 116 1 99 1 93 1 87 1 73 46 15'-0" 1,042 104 87 1 74 1 69 1 65 1 55 1 35 Height Load (lbs.) 3" x 3" x 0.060" Roll Formed -Aluminum Alloy 3105 H-14 11'-0" 3,600 1 360 300 257 1 240 225 189 120 12'-10" 2,700 270 225 193 180 169 142 90 14'-8" 2,100 210 175 150 140 131 111 70 16'-6" 1,575 113 1 105 98 83 53 H Load (I 3" x 3" x 0. 60 _:.DWd Hollow Extrusion -Aluminum 6063 T-6 11'-10' 3,408 28 243 227 213 179 114 2,556 256 =3 1 183 1 170 160 135 85 15'-10" 1,988 1 199 166 1 142 1 133 124 105 66 17'-10" 1,491 1 149 124 1 107 1 99 93 78 50 Example: Find Roof Area Needed; Area ='A'; Post Spacing ='S'; Structure Projection ='W° A = S x (W/2 + O.H.); if 'S' = 10', W = 24', and O.H. = 2' then: 'Area' = 140 Sq. Ft. a. For a 9'-6" post and 120 m.p.h. wind load of 14 # I Sq. Ft. post choices are: 1. 2" x 3" x 0.045" Hollow Extrusion 2. All post sizes listed below the 2" x 3" x 0.045" Hollow Section b. If job conditions dictate a post hieght of 10'-11" for A = 140 Sq. Ft. and 120 MPH wind zone, then a 2" x 3" x 0.045" Hollow Extrusion can NOT be used since it can only support a roof area of 114 Sq. Ft. Thus, design must satisfy both height and area requirements. Note: 1. Spans may be interpolated. 2. For free standing covers, multiply above roof areas by 1.25 (except for 10b MPH). Lawrence E. Bennett, P.E. FL # 16644 WY OF SA L FO R D CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 2-52 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ISECTION 2 I ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS I r Table 2.1.2-110 Allowable Roof Beam Spans For Attached Covers, Fourth Wall Structures, or Freestanding Gabled Carports For 3 sec. wind gust at 110 MPH; using design load of 12 #/SF (36 #/SF for Max. Cantilever) 2" x 3" x 0.045" Hollow 2" x 3" x 0.050" Hollow Tilt Load Max. Spa n'L' / (bending'b' or deflection V) Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever Load Width (ft.) Max. Span 'L' 1 (bending'b' or deflection'd') Max. 1 & 2 Span 3 Span 4 Span Cantilever 4 7'-10" d 9'-8" d 9'-10" d 1'-7" d 4 7'-8" d 1 9'-6" d 9'-8" d 1'-7" 0 5 T-3" d 8'-11" d 9'-1" b 1'-6" d 5 7'-2" d 8'-10" d 8'-11" b 1'-6" d 6 6'-10" d 8'-5" d 8'-4" b 1'-5" d 6 6'-9" d 8'-4" d 8'-1" b 1'-5" d 7 6'-6" d 7'-11" b 7'-8" b 1'-4" d 7 6'-5" d 7'-9" b 7'-6" b 1'4" d 8 6'-3" d 7'-5" b 7'-2" b 1'-3" d 8 6'-1" d 7'-3" b 7'-0" b 1'-3" d 9 5-11" d 7'-0" b 6'-10" b 1'-3" d 9 1 5-11" d 6'-10" b 6'-7" b 1'-2" d 10 5'-9" d 6'-8" b 6'-5" b 1'-2" d 10 1 5'-8" d 6'-6" b 6'-3" b 1'-2" d 11 5'-7" d 6'-4" b 1 6'-2" b 1'-2" d 11 1 5-6" d 1.6'-2" b 5'-11" b 1'-2" d 12 5,-5" d 1 6'-1" b 1 5'-11" b J 1,-1" d b 5'-9" b 1'-1" d 2" x 4" x 0.045" Hollow Tilt 2" x 4" x 0.044" x 0.100" Sel a 'ng Beam Load Max. Span 'L' I (bending 'b' or deflection 'd Widthft. 1 & 2 S an 3 Span 4 Span Max. ( ) p Cantilever Width (ft.) 1 & 2 Span nding 'b' or deflection 'd') 3 Span 4 Span Max. Cantilever 4 9'4" d 12'-0" d 12'-3" b 1'-11" d 4 11'4' d 13'-11" d 14'-3" d 2'-4" 0 5 9'-0" d 11'-2" d 10'-11" b 1'-10" d 10 d 12'-11" d 13'-3" d 2'-2" d 6 _ 8'-6" d 10'-4" b 9'-11" b 1'-9" d 6 9' 11" 12'-3" d 12'-6" b 2'-0" d 7 8'-1" d 9'-7" b 9'-3" b 1'-8" d d 11'-7" d 11'-7" b V-11" d 8 7'-9" d 8'-11" b 8'-8" b 1'-7" d 8 8'-11" d 11'-1" d 10'-10" b 1'-10" d 9 7'-5" d 8'-5" b 8'-2" b 1 1'-6" d 1 9 8'-8" d 10'-6" b 10'-2" b 1'-9" d 10 7'-2" b 7'-11" b 7'-9" b T77—d 1 10 _ 8'-4" d 9;-11" b 9'-8" b V-9" d 11 6'-10" b T-8" b 7'4" b l'-5" d_ 11 8'-1" d 9'-6" b 9'-3" b 1'-8" d 12 6'-6" b 1 7'-4" b 7'-1" b 1'-5" —d 12 7'-10" d 9'-1" b 8'-10" b 1'-7" d 2" x 5" x 0.050" x 0.100" Self Mating Beam 2" x 6" x 0.050" x 0.120" Self Mating Beam Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever Load Width (ft.) Max. Span V1 (bending 'b' or deflection 'd') 1 & 2 Span 3 Span 4 Span Max i I Cantilever 4 14'-0" d 17'4" d 17'-8" d 2'-11" d 4 16'-5" d 1 20'4" d 20'-8" d t 3'-4" 0 5 13'-0" d 16'-1" d 16'-5" d 2'-8" d 5 15'-3" d. 18'-10" d 19'-3" d 3'-2" d 6 _. 12'-3" d 15'-2" d 15'-5" b 2'-6" d 6 14'4" d 17'-9" d 1T-10" b 2'-11" d 7 11%8" d 14'-5" d 14'-3" b 2'-5" d 7 13'-8" d 16-10" d 16'-6" b 2'-10" d 8 11'-2" d 13'-9" d 13'-4" b 2'-3" d 8 13'-0" d 15-11" b 15'-5" b 2'-8" d 9 10'-9" d 13'-0" b 12'-7" b 2'-2" d 9 12'-6" d 15'-1" b 14'-7" b T-7" d 10 10'-4" d 12'4" b 11'-11" b 2'-1" d 10 12'-1" 14'-4" b 13'-10" b 2'-6" d 11 10'-0" d 11'-9" b 11'-5" b 2' 1" d 11 11'-Ej 13'-8" b 13'-2" b 2'-5" d 12 9'-9" d 1 i'-3" b 10'-11" b 1'-11" d 12 11'- 13'-1" b 12'-7" b 2'-4" d Gabled s!oped roofs include gables with a roof slope greater man i in i z . Notes: 1. Above spans do not include length of knee brace. Add horizontai distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. P.E.FL # 16644 �� rcEV�EE® Lawrence E. Bennett, ��,� �����® CIVIL ENGINEER •DEVELOPMENT CONSULTANT CITY ®F P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 i F,V: (386) 767-6566 1 PAGE © COPYRIGHT 2004 2-40 NOT ro 8E REPRODUCED IN WHOLE Or: IN Pi u r',vi i r+CI:T THE WRITT.-_N PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 2 ATTACHED & FREE-STANDING COVERS AND. UTILITY SHEDS Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy 6063 T-6 Beam Size Minimum Post Size # Thru-Bolts @ L=D+'/a" Minimum Knee Brace' Minimum # Knee Brace Screws 114" a 3/8" 0 Hollow Sections 2" x 3" x 0.050" Hollow Tilt 2" x 2"x 0.044" or 2" x 2"x 0.045" Snap 2" - 2" x 3" x 0.050" (3) #8 2" x 4" x 0.050" Hollow 2" x 3"x 0.045" Hollow 2"x 3"x 0.045" Snap 2" - 2" x 3" x 0.050" (3) #8 S 2" x 4" x 0.038"X 0.100 3" x 3"x 0.060" Scalloped 2 - 2" x 3" x 0.050" (3) #8 2 x - 2" x 3" x 0.050" (3) #8 2" x 6" x 0.050" X 0.120 3" x 3"x 0.060" Scalloped 2 - 2" x 3" x 0.050" (3) #10 2" x 7" x 0.055" x 0.120" 3" x 3" x 0.093" 3 2 2"'x 4" x 0.050" (3) #10 2" x 7" x 0.055" x 0.120" w/ insert 3" x 3" x 0.093" 3 2 2" x 4" x 0.050" (3) #10 2" x 8" x 0.072" x 0.224" 3" x 3" x 0.093" 3 2 2" x 4" x 0.050" 1 (3) #12 14 A 7 A v.vr x v.ccw s x s- x U.i Zo' 1 4 3 1 2" x 4" x 0.050" 1 (3) #14 2" x 9" x 0.082" x 0.306" 3" x 3" x 0.125" 4 3 1 2" x 4" x 0.050" (3) #14 2" x 10" x 0.092" x 0.369" 14"x 4"x 0.125" 6 4 2" x 4" x 0.050" (4) #14 The minimum number of thru bolts Is (2) ' Minimum post/beam may be used as minimum knee brace " Fasten w/ external screws or clips. See Details. Lawrence E. Bennett, P.E. FL # 16644 PLANS EVOEL) CIVIL ENGINEER - DEVELOPMENT CONSULTANTF P.Q. 80X 214368, SOUTH DAYTONA. FL 32121 ��� N 0 "OO Ru. TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE COPYRIGHT2004 2-54 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT P.E. �. �. x Y S' f S'� k ;::'� . ,� :.r: � _ .. SECTION 7, ALTERNATE CONNECTION: 3) #8 SCREWS PER PAN WITH 'MINIMUM EMBEDMENT INTO kSCIA THROUGH PAN BOXED END EXISTING TRUSS OR RAFTER #10 x 1-1/2' S.M.S. (2) PER RAFTER OR TRUSS TAIL #10 x 3/4" S.M.S. @ 12" O.C. EXISTING FASCIA SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS FOR MASONRY USE 1/4" x 1-1/4" MASONRY \NCHOR OR EQUAL @ 24.O.C. FOR WOOD USE #10 x. 1-1/2' S.M.S. OR WOOD SCREWS @ 2'0.C. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION SEALANT HEADER (SEE NOTE BELOW) za a o ROOF PANEL I #8 x 1/2' S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL #8 x 1/2' S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2' LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2' WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2' SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16' TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR #8 x 1/2' S.M.S. Lawrence E. Bennett, P.E. FL # 16644 PLANS RMEWE® cnO .Sox V o .eaves corm lel A u P.O. SOX 21�JN !OIlTH CM PL ]2121 -7y O F nuP X P c>NI .an. PAX: (3M►19'T400 .. PA" Q OOPYRlcwT ax1 7-2 mor ro K MPROOUC40 IN *- 1sw at w PAlIT WITWAf7 1714 WPtfrrEN PwMS300" OP 1AWMHCS a. 3Q W"- I SOLID ROOF PANEL PRODUCTS I SECTION T PAN ROOF ANCHORING DETAILS RIDGE CAP #8 x 9116' TEK SCREWS @" PAN RIBS EACH SIDE �AULK.ALL EXPOSED HEADS & W #8 x 117" S.M.S. (3) R PAN - AND (1)AT /N RISER ALTERNATE C NNECTION• #8 x 1-114" SCR WS R PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER L`lHEN PANELS OR FANS PL.-, T ES Mi! NP,IU%1. E,.r_-A!--- :i OF :' CAULK AU_ EXPOSE -0 SCREW F.E.=. c -Yi /A55'H.ERS L - SEALANT PAN HEADER (BREAK - FORMED OR EXT.) HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR GABLED APPLICATION XLI�ORCONIPOSITE ROOF PANEL #8 x 112" S.M.S. (3) PER PAN ALONG PAN BOTTOM ROOF PANEL TO BEAM DETAIL SCALE: 3"= 1'-0" FOR COMPOSITE ROOFS: 91.0 x (; + 112') S.M.S. W/ 1-114"7 FENDERWASHERS, c@- 12.O.0 (LENGTH = PANE_ THICKNESS + 1") C ROOF BEARING ELEMENT (SHOwti) ANC 24- O.C. @ NON-BEAP,I,MG EL'EtIENT (SIDE WALLS) Z FOF PAN ROOFS: (3) EAr,Hl #3 x 112" LONG S.M.S. PER 12' PANEL `N! 3/4- ALUMI:,!!",! PAN Y .=-ZFt=R RGOE PAS !EL (PER TABLES SECTION ?) SUPPORTING BEA.,,) (PER TABLES) ROOF PANEL TO BEAM FASTENING DETAIL SCALE: 3" = 1•-0" REV) PLW e9®�® Lawrence E Bennett, P.E. FL # 16644 �p crwmsrcweaA.otvt�or+�wrca+sur.rwr PAQW -21 ♦p • • D • '�C«a.:7J •N .vvC�i i�+� •M ��A: 'h���CYf .'}g �IbrT91� ftpmo 000 op 4 sowm a t I Installation Documents Uploaded; Product Approval Method: - Application Status: Date Validated: Page: F- 1301 M_495j_08.pdf Enujo-i MAW 49s r alit FW_495.T_014-pdf = 425 -IAW PP.l?J.4.Tjj-(W& .E495 90 -Of Method I Option D Approved , 11/03/2003 Page 111 APPI&q Product Model # or Name Model Description: Limits of the 495.1 AllianeeT4 Vinyl Soffit 495.2 Architectural Classics H IjLk Vinyl Siding .3 and Batten and B Vinyl Siding 5A 515 k �WLook Oak Oak Vinyl Siding Vinyl S!kL 5.6 95 r Oak r Oak Vinyl soffit 95.7 95 Vinyl Siding 9 95.8 _5_ S bile 5" L soffit Vinyl soffit 95.9 briar brriar Vinyl Soffit 95.10 andsca VLnLi Si&g 95.11 P11 Plus Vinyl Siding 95.12 lican D . Shakes i= la VjMLI Siding 95.13 em Vinyl Siding 95.14 uper Span 'uper span YMI Soffit 1495.15 &j!M5!2d F Vinyl Siding C gaffight and D%cMmr 02000 The Stals *(Fladds- AN fights reserved. httpltwww.floridabuilding.orgWpr dWI.a9p?HYr=495&RV-0&fin2'R0SrCh 1117rM5 62.,£'d 86060CELft:0.1 TLIN 662 2Jft 'RM lk-kkm WIS-WWRIZI Tp -:60.-. I IN.5TALLATION INSTRUCTIONS INSPECT AIMPLAN IN ADVANCE When exterior insula- tion is used, it must be uni- form in thickness, foil -free, nailed directly over the exte- rior wall providing a smooth surface to fasten the siding. Drop-in backer board of any type is not recommended, unless approved by Bird. I fecommended Tools & Equip- merit Work table, )land power'saw or radial -arm saw equipped with an abrasive wheel or plywood cutitg blade (with very small teeth, no set). Reverse blade on shaft foreaslercutting. IIand tools: rule, level, carpenter's square, hammer, tin snips, utility knife, carpenter's saw, nail sea, nail- dole punch,�d snap -lock punch and ziptool. Ladders, staging, plumb bob and safety glasses. Residing Remove - shutters, down -spouts, Lind outside electrical fixtures: Nail down all loose boards or shingles. Replace rotted boards. Check to be sure sidewalls and base are level and plumb. Furr out where necessary. Strappingmay be required oil uneven outer walls and on masonry walls. Where exte- rior insulation is to be added, it must be uniform in thick- ness, foil -free, nailed directly over the exterior wall provid- ing a smooth sl*:Tface for the siding. Drop-in.backerboard of any type is not recom- mended, unless approved by Bird. . 1/8" diameter plain- shanks and 5/16" diameter flat head. Nails mustpenetrate studs or other sound nailing base. INSTALLING ACCESSORIUS Select accessories needed to do the job from those shown on Page 6. LJ starter -strip Run chalk line for starter around thehouseftom the bottom edge of the lowest corner. Install starter strip with upper edge on the chalkline. Nail at 8" intervals using alternating rows of nail- ing slots. Double nail ends. Do notnai . tootightly, starter strip should move freely. Al- low V4" gaps between lengths of the starter strip and be- tween the starter strip and corner posts. Basic Rides for Siding Application 1. Nail in center of nailing slots. Nail straight in, not at an angle. 2. Do not nail too tight Siding and accessories must be able to slide in slots to accommodate expansion and contraction. 3. Do notnail into the faceof the siding.. 4. Leave a minimum of "A" clearance between ends of the siding at all "J" chancels, corner posts and end joint&to allow for normal expansion and contraction. 5. Do not force siding panels in place. Be sure they are locked securely but not too tight. 6. Install matching accesso- ries firsL 7. Nails shouldbealuminum or other corrosion -resistant metal, VT or 2" long with Y •z L • .,,-. .� :— inside and Outside Corner Posts Begin nailing at the top of the upper nail slot• Nail thebalanee in the center of the slots on 12° centers. The siding will fit into the channels on both sides of the post. If more than one length of post is required, make A.. 4: • 1 i insmila^.on will ru:n 1 zurne . insral! ^- ,^. N'-e_su: t `c dis-,ance be;we--n rec_ivir.g, c",..znres it inside and ou:;ide wall ce:Ze-s,c^.ea sun;; acr'14% Cut i s -:.-in to -• lc s^c crsall (sr_ ilics::ascr.)..{1. necessa. g f 'y, :sea cail:r :fes. %MP .c Suppor: the l--e::n.) To instill .or.;r panes, n:sc mea. Erors wall :o f s�' a ;.: .•r., ^.c t subcac /_'. Cut the panels to this le-gah. (Cceck &-'s measure-nCnt cvc y couple of rest) Sup sof::r par.-- c!s into r;ceiving &annels on wall, Then-rw-ivir,- wanes ar- fascia. i You may Lave to flex the Yarcls sli:bdy to do this.) Position pane.4 so &---v*^e pc-oc^.cicula. to :he wall, then nail — _i:ar::0 fascia board or nailing snip. Be sure : nc! bei -n.; ins:aUc- :s fully locked with previously installed panel. 7M The pe of eavc.cons-=t__=or: you're working wig also der- ^es how you'll vcs, cn and nail soi=: paries. If you're using a nailing Smt) posiriort the so= so rh_: s room for •erpa=cion and concacion is each rte. cam.^ L ?esi:ion mails in r:^ -e ceate- of the nailin, slot; do not nail zidy. If you're panes ar -6he fascia boa.%% dive snail-ac:dea Ma,,;route'; tc ;moi;:st You"= :act :iii : g, you ,ave to aLlaw for .!.'- van- sicc to :ak-. oI :c_ .:::.._ i:sc_ -_.^-art e!. EnC y0 -::i: ==-__S aa: mc-:, a; a 50', tecnsa _ etc !cr; side o. - ca. -le: : ate!Loc will :o " .-*rz:-� tnenn surae vz .'vi kc a -45, C=. E: E: i -_ as ? ^_5�Mtmg 50E: Ove': emcloscd eaves. 5 Ls ::: -. ;c or :ave consm 3c'1oc you cotnIIOL'V find OT: a :-mace= project. tae exismr-G solar mat_::al is sail in place. . !.�r me c:cs: Fa.-. ce Ensz.Iladoc proccdt:re is si-iar -,c t:a: :or uFen eaves, wiz�L Lhe foLow:IIg =crprCc ts: Deer :.^f what trx of YciY_ng channel you'll _se at tee fascia hoard. L you're using a csaruel farmed 5m= co3 sze lYou'll h.vc m ado a aaIng s ---o at the wZ-ine, rate.: (sr_ Mus: ation). 1f YJu'rt using mstail boo^, ousice and inside piec=. For both irs=llzmon mc.;.G�L, nail j-cha_ ncls ever f 5' to 11'. Use yaw teMej% rulef, and even a transparent garden hose to assure accuracy when - yop Install your starter rMp and other KAYCAN aocassories _ Your cord or chalk tine will keep you strat8 t rw yore install starter strip along the bolting �f ills twliding. Allow 6Dace for coater posZa, of starter Sbtm ME KS lata but not ag the way pdthe heads !sr m pant e{r n !P I -H e NO palling slots, also for expansion Q srenN 40 AIL C1. L(0); Position outside vomer posts with 1/4" space at 210 top. Secure ttre post by nailing the tqp slot Only In this case should you drive the nail at the top of the first slot. Nast In the centre of this riots 4!-:.4, 711 cxpansion arrd conlractlaii occurs. at ]he bottom of the comer post• install Inside cq*mOr posts esseallaify the same way as oul*do oont6rPasts. Both types of comers are installed before siding Is applied. tae sure your.: corm posts are pbrwb and square so the whole job will be straplgM proceed with window and door Mau Choose J -channel from vndow arldthe tocreab thra look you like for your home. KAYCAN siding 113 together perfectly with every widtb. �•awrN� MAO OVER W GM APPROX "Mit F MIL RANGE j4CMNNEL Cut vertical J-tdm tailec than every door ano winnow it Is to surround Notch It at the top and mitre a 450 angle on the free flange a•• d bend the tab over to keep out weather. Also, use KAYCAN drip rap across tops of doors and windomm Caulk amnd doors and windows before instaiiation of trim. This is not essential with the solid tit of KAYCAN coordinated sldIng, accessories and trim, but it Is ndditional weather resistame. THE SISI . ITSELF* a Our descriptions. refer to hertzon11al siding. end � vertical aiding works; the tam way, exceptvAth horizontal furring. The base' ertda of your vedical siding simply slip into the 40dlc.W bad _ trim. ; place ywr first panet 4mtrt lolly into the 6WOt strip and tock k there secureb� CasWn POOk into tuning with nails phiced In the centrt►af 1110 rmlligg stole and not hanrinered down fight. • Leave Just enough bpace to allow aide-lzt-side movement for a—imtstots and eon. Also leave 1/4• dearaace at all corner Pastil turd ` c hannels for the! same reason. Check the course for aligmwnt %M windv*s, eaves. and adjacent walls as yod go: OQOAW the ends of yourWAYCAN Viayt Siding phrceta 1- 1/2- to 2'. Conftw in this VMV rep the Wa1L Stagger end laps by using cut -die harri Ono panel to start the next courseA sQ yot! coil sYbtd a straight warn up your t+mR. and wast nothing. Three or more cours" thould separate InAme panel ends. �. Check at ymnant ovary eth areth coureA. Do not force pants no or doarrl when twilift them. There shouts be no Vertical ter*W or cmnpnssston on pennerwdly attached panels: They fit together perfectly. YES I; t)rwo naive alts team space ur slfOtr Merl Ii ' : i jar - i� e YES i V _ Cenire nails In r a rrwvoptsent. piY Ca=) lata but not ag the way pdthe heads !sr m pant e{r n !P I -H e NO palling slots, also for expansion Q srenN 40 AIL C1. L(0); Position outside vomer posts with 1/4" space at 210 top. Secure ttre post by nailing the tqp slot Only In this case should you drive the nail at the top of the first slot. Nast In the centre of this riots 4!-:.4, 711 cxpansion arrd conlractlaii occurs. at ]he bottom of the comer post• install Inside cq*mOr posts esseallaify the same way as oul*do oont6rPasts. Both types of comers are installed before siding Is applied. tae sure your.: corm posts are pbrwb and square so the whole job will be straplgM proceed with window and door Mau Choose J -channel from vndow arldthe tocreab thra look you like for your home. KAYCAN siding 113 together perfectly with every widtb. �•awrN� MAO OVER W GM APPROX "Mit F MIL RANGE j4CMNNEL Cut vertical J-tdm tailec than every door ano winnow it Is to surround Notch It at the top and mitre a 450 angle on the free flange a•• d bend the tab over to keep out weather. Also, use KAYCAN drip rap across tops of doors and windomm Caulk amnd doors and windows before instaiiation of trim. This is not essential with the solid tit of KAYCAN coordinated sldIng, accessories and trim, but it Is ndditional weather resistame. THE SISI . ITSELF* a Our descriptions. refer to hertzon11al siding. end � vertical aiding works; the tam way, exceptvAth horizontal furring. The base' ertda of your vedical siding simply slip into the 40dlc.W bad _ trim. ; place ywr first panet 4mtrt lolly into the 6WOt strip and tock k there secureb� CasWn POOk into tuning with nails phiced In the centrt►af 1110 rmlligg stole and not hanrinered down fight. • Leave Just enough bpace to allow aide-lzt-side movement for a—imtstots and eon. Also leave 1/4• dearaace at all corner Pastil turd ` c hannels for the! same reason. Check the course for aligmwnt %M windv*s, eaves. and adjacent walls as yod go: OQOAW the ends of yourWAYCAN Viayt Siding phrceta 1- 1/2- to 2'. Conftw in this VMV rep the Wa1L Stagger end laps by using cut -die harri Ono panel to start the next courseA sQ yot! coil sYbtd a straight warn up your t+mR. and wast nothing. Three or more cours" thould separate InAme panel ends. �. Check at ymnant ovary eth areth coureA. Do not force pants no or doarrl when twilift them. There shouts be no Vertical ter*W or cmnpnssston on pennerwdly attached panels: They fit together perfectly.