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HomeMy WebLinkAbout101 Spanish Hill CtParcel #:.5 C� — © 91/0 (Attach Proof of Ownership & Legal Description) Owners Name & Addresss:'� a t) � I ' � !/l er �'1 t4,' 1 t e � r c Ci N'1TJZ(Q/ � l l Phone: 1 d � T � 6(4z Contractor Name&Address: �gy^ COrn State License Number: r'6 C. 0(DOD Phone & Fax: 70% (o�/ `%�pj �— �j%O7�to �� .��I� Contact Person: t2; {' 6,Gt Lal e d6.•x Phone: _4(Qz (p7_I -,969- J Bonding Company: Address: Mortgage Lender: .-,,,__ Address: Architect/�Enng'ineeeer::, ,L4 rCmSye j Biyi to t'/�4_ Phone: _ __....-.... ._._ Address: TCJ_ bra( '�1�3(p$ S 1�PC�G:^x �� 12 I Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet 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 POUR 1`AYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: 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 of this county, and there may be additional permits required from other governmental entities such as water management districts, state genctes, or federal agencies. Acceptance of permit is v �'Ifiicationthat 1 will notify the owner of the property of the requirements of Florida Lien Law S 713. re o - ner/Agent Date Signature of Contra Agent Date • C,.se, �/ � i .n t CIn. r PIM/Agent ;Name P Con acro - gent's ame a 05 - Signature of Notary -Stat ori obed HotDate Signature of Notary-Sta e of Florida Date e" Robert Had My ComeW"M DD297581 My Commission DD297561 or Expires MWO 06.2008FY�;r� Owner/Agent is Personally Known t _T Contractor/Aeent ipa PerSd'n3�l tawgor Produced I D,L S3S = i7 S G - ��L( 7' C� Produced ID ��'. d' `/W/ S'6 •.3dy' APPLICATION APPROVED BY: Bldg: Zon' O � tilities: FD: (Initial & Date) (nidal & Date) (Initial & Date) (Initial & Date) Special Conditions: Q CEJ -'F"�-S A, CITY OF SANFORD PERMIT APPLICATION �('� ®� J �� � Permit # : i % Date Job Address: to I a i S ' 1 r /E' .27) T Description of Work: 3$ •^ 01 r to ___ - _� Historic District: Zoning: Value of Work: $ _e 8�. EC DIVED Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool _AUG 2 9 009 Electrical: New Service — # of AMPS Addition/Alteration 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 _X_ Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required; for u -t; ,:F: -r iltan) Parcel #:.5 C� — © 91/0 (Attach Proof of Ownership & Legal Description) Owners Name & Addresss:'� a t) � I ' � !/l er �'1 t4,' 1 t e � r c Ci N'1TJZ(Q/ � l l Phone: 1 d � T � 6(4z Contractor Name&Address: �gy^ COrn State License Number: r'6 C. 0(DOD Phone & Fax: 70% (o�/ `%�pj �— �j%O7�to �� .��I� Contact Person: t2; {' 6,Gt Lal e d6.•x Phone: _4(Qz (p7_I -,969- J Bonding Company: Address: Mortgage Lender: .-,,,__ Address: Architect/�Enng'ineeeer::, ,L4 rCmSye j Biyi to t'/�4_ Phone: _ __....-.... ._._ Address: TCJ_ bra( '�1�3(p$ S 1�PC�G:^x �� 12 I Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet 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 POUR 1`AYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: 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 of this county, and there may be additional permits required from other governmental entities such as water management districts, state genctes, or federal agencies. Acceptance of permit is v �'Ifiicationthat 1 will notify the owner of the property of the requirements of Florida Lien Law S 713. re o - ner/Agent Date Signature of Contra Agent Date • C,.se, �/ � i .n t CIn. r PIM/Agent ;Name P Con acro - gent's ame a 05 - Signature of Notary -Stat ori obed HotDate Signature of Notary-Sta e of Florida Date e" Robert Had My ComeW"M DD297581 My Commission DD297561 or Expires MWO 06.2008FY�;r� Owner/Agent is Personally Known t _T Contractor/Aeent ipa PerSd'n3�l tawgor Produced I D,L S3S = i7 S G - ��L( 7' C� Produced ID ��'. d' `/W/ S'6 •.3dy' APPLICATION APPROVED BY: Bldg: Zon' O � tilities: FD: (Initial & Date) (nidal & Date) (Initial & Date) (Initial & Date) Special Conditions: Q CEJ -'F"�-S Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.orglpls/web/re web.seminole_county title?parcel=33193051700000940... 6/17/2005 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 410 30-517-0000- Tax District: S1-SANFORD Number of Buildings: 1 Depreciated Bldg Value: $134,363 Owner: LANDINI DAVID P & Exemptions: 00 STEPHANIE A HOMESTEAD Depreciated EXFT Value: $10,361 Address: 101 SPANISH HILL CT Land Value (Market): $25,000 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 101 SPANISH HILL CT SANFORD 32771 Just/Market Value: $169,724 Subdivision Name: MONTEREY OAKS PH 1, A REPLAT Assessed Value (SOH): $126,160 Dor: 01 -SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $101,160 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $2,696 Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $1,998 SPECIAL WARRANTY DEED 04/2000 03845 0126 $118,500 Improved Save Our Homes (SOH) $698 Savings: WARRANTY DEED 11/1999 03778 1074 $330,000 Vacant 2004 Taxable Value: $97,485 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LOT 94 MONTEREY OAKS PH 1, A REPLAT PB 56 PGS 33 & 34 LOT 0 0 1.000 25,000.00 $25,000 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Heated Ext Wall Bid Est Cost Num Bit SF SF SF Value New 1 SINGLE 2000 9 1,120 2,614 2,170 CB/STUCCO $134,363 $137,808 FAMILY FINISH Appendage / Sgft GARAGE FINISHED/ 420 Appendage / Sgft OPEN PORCH FINISHED/ 24 Appendage / Sgft UPPER STORY FINISHED / 1050 EXTRA FEATURE Description Year Bit Units EXFT Value Est Cost New POOL GUNITE 2003 300 $5,700 $6,000 GAS HEATER 2003 1 $880 $1,100 SPA 2003 1 $2,334 $2,500 COOL DECK PATIO 2003 435 $1,447 $1,523 OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http://www.scpafl.orglpls/web/re web.seminole_county title?parcel=33193051700000940... 6/17/2005 1 Vltllt\ I\VI/ILVt Parcel Identl,ication Number 33 -ij -,:3G - S' 7 - 000J-09yv Prepared by: E den Construction Corporation Return to: 425 S. Chickasaw Trail,.Ste. 251 Orlando, FL 32825 (407) 671-9697 NOTICE OF COMMENCEMENT State of -"671', J_, County of & YA ,,n a ( e XORSEI CLEW OF CIRCWT UUT QLE CUWM 05879 M 1741 7DED W:9/aM15 teloa.-i9 p" Wiwi i•1 U 10.00 3Ikb BY t holden CERTIFIED . COPS �YANNE MORgE :11`IRCUIT (CCOURT OUN/Yt F128111 , The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of the property, and street address if available) IL n+ e4Y-j i4 o A -Fe -r -a y oeizs P4, 25,c /� it � f �Gt 4- S7&� Pis -33-3 2. General description of Improvement(s) 4-%t t"f�_z4 "' �� �<o � d 77n- e,�- 3g Owner information n Name D., V �`t� Telephone Number Addressf01 Fax Number 7-7 Interest in Property. Fee Simple Title Holder (if other than owner shown above) Name Telephone Number Address Fax Number 5.. Contractor Wden Construction (gorporation 425 S. Chickasaw Trail, Ste. 251 Name Orlando, FL, 32825 Address (407) 671-9697 6. Surety (if any) Name Address Lender (if any) Name Address Telephone Number Fax Number Telephone Number Fax Number Amount of bond $ Telephone Number Fax Number 40-7 -?� S (moi V ;�' yd?- & 7/ - 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by 713,13(1)(a)7, Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. Name _ Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless different date is specified): Cate Signed Signature of Owner LNota per 713.13(1)(g), "owner ' must sign... and no one else may be permitted to sign in his or her stead." Sworn to and subscribed before me this ��_ • 20 by ` n ' who is personally Known to me OR produced —r --L Z'S - /'7-":,- —1-A - � as identification. Signature of Notary SEAL r., Robert Hart My Commission DD297581 ?or f� fires March 08, 2008 Limited Power Of Attorney Date 06/17/05 I herby name and appoint Mary Eden of Herself To be my lawful attorney in fact to act for me and apply to City Of Sanford Building Dept For a Building permit for work to be performed at location described as: Parcel Id# 33-19-30-517-0000-0940 Landini 101 Spanish Hill Ct Sanford F132771 Job Name and Address Dave Landini 101 Spanish Hill Ct Sanford F132771 Owner of Property and Address and to sign my name and do all things necessary to this appointment Richard Eden CGC060047 Type or Print Name of Certified Contra4r and Signature The foregoing instrument was acknowledged before me this1'7 t' Day of 3w w 4 200$y R,cha.-el ��rn who is persona ly known to me and/or has produced DL*9,&9v-7,W • T6. 3 -lel, / as identification and who did(did not) take an oath Notary commission# 1 Expires Qo& (Seal) Robert Hart Wo -&-,df My Commission DD2975ft Expires March 08, 2008 "RMIT PLANS REVIEWED M M OF SANFORD o r m 0FFl(Ag';bE LOT 95 0 C;rA � �CIA D.449 yyrr , r i ,� Jr M, •,•ri• tr •� •: t rm smRr or fD fD �'► 1�' ��� a.J► rt rt cD °, 0 ::r :i cf) SFAAUgi HILL C � a o rt . a CURVt TABLE ,tet RA I L44 A gy f 4. f� 11Vn*4r' LOT 94 1 .ti j ° . � 1. '+� •� �• � 000 fr l fD fD �'► 1�' ��� a.J► rt rt cD °, 0 ::r :i cf) SFAAUgi HILL C � a o rt . a CURVt TABLE ,tet RA I L44 A gy f 4. f� 11Vn*4r' SECTION 7 SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS ALTERNATE CONNECTION: (3) #8 SCREWS PER PAN WITH SEALANT 1" MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED HEADER (SEE NOTE BELOW) END EXISTING TRUSS OR RAFTER z #10 x 1-1/2" S.M.S. (2) PER a a p RAFTER OR TRUSS TAIL ROOF PANEL #10 x 3/4" S.M.S. @ 12" O.C. #8 x 1/2" S.M.S. (3) PER PAN EXISTING FASCIA - (BOTTOM) AND (1)-@ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANEL TO FASCIA DETAIL SCALE: 3" = 1'-0" SEALANT FOR MASONRY USE / HEADER (SEE NOTE BELOW) 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL,@ 24" O.C. FOR WOOD USE #10 x 1-1/2" — S.M.S. OR WOOD SCREWS w 2" O.C. Q LuLu a o ROOF PANEL EXISTING HOST STRUCTURE: — WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. (3) PER PAN OTHER CONSTRUCTION (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-0" 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 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767-6556 PAGE @ COPYRIGHT 2004 7-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 2 I ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS EXISTING HOST STRUG TURE SEE CONNECTION DE AILS (SECTION 7) POST AND BEAM 12" x PAN I (DETAILS AND TABLES (SEE TABLES SECTION 7) SECTION 2) USE'W' TO SELECT PAN FOR REQUIRED SPAN FOR FRONT BEAM USE: A = W / 2+OVERHANG �-----'W VARIES FOOTING AND CONNECTION (DETAILS SECTION 2) CARPORT WALL SECTION SCALE: 3/16" = V-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 200 SQ. FT. USE SECTION 4, ATTACH SHED :)R ROOM WALL TO HOST STRUCTURE W/ 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 410 x 2-1/2" S.M.S. FOR 1" x 2" ALUMINUM OR A'10 x 4" S.M.S. FOR 2 x 2 ALUMINUM 2. SHEDS AND UTILITY ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO '6 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. r / Spacing Connection FastenerE6"O.C. NEEdEgEessnnd Wall Sheathing 112" or Less #8 Common 12" O.C. Field Top or Sole Plate to Stud , __�-. A. End Nail R. Tce Nail #16 Common #8 Common 2 2 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 2-.4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMiSSIC- OF LAWRENCE E:. EEN� N'� SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHE=DS Table 2.2.1 Allowable Attributable Roof Area per Post for Carports, Patio Covers. and other ODen Buildinqs -ALUMINUM PASTS Example: Find Roof Area Needed; Area =W; Post Spacing ='S'; Structure Projection ='W`: A = S x (WI2 + 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 # / 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 E 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 100 MPH). Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE I © COPYRIGHT 2004 2-52 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSIO! 4 OF LAWRENCE E B=NNETT, P.E. Aluminum Post Wind Load (MPH) = _ 100 110 120 1 123 130 140A140E 8150 Attached Cover Uplift' = 10 #ISF 12 #/SF 14 #/SF 15 #/SF 16 #IS= I I 19 #ISF 30 #ISF Free Standing Uplift = 10 #ISF 10 #/SF 11 #ISF 12 #ISF 13 #1SZ 15 #ISF 30 #ISF Maximum Allowable Roof Area in Square Feet for Various Loads on Post Height Load 2" x 2" x 0.044" Hollow Extrusion or (lbs.) 2" x 2" x 0.045" Snap Extrusion -Aluminum Alloy 6063 T-6 _ 7'-4" 2,064 206 1 172 147 138 129 109 69 8'-7" 1548 155 129 111 103 97 81 52 40 9'-10" 1,204 120 100 86 80 75 63 30 11'-1" 903 90 75 65 60 56 48 Height Load 2" x 3" x 0.045" Hollow Extrusion or (lbs.) 2" x 3" x 0.045" Snap Extrusion - Aluminum Alloy 6063 T-6 8'-2" 2,736 1 274 228 195 182 171 144 91 9'-6" 250 209 1 i'9 167 156 132 83 53 10'-11" 160 133 1'.4 106 100 84 _ 40 12'-3" 120 100 So 80 75 63 Height M2,5O2 3" x 3" x 0.040" Roll Formed^ Aluminum Alloy 3105 H-14 10'-0" 238 198 170 159 149 125 79 179 1 149 128 119 112 94 73 60 46 13'-4" 1,389 139 116 99 93 87 55 35 15'-0" 1,042 104 1 87 74 69 65 Height Load (lbs.) 3" x 3" x 0.060" Roll Formed -Aluminum Alloy 3105 H-14 11'-0" 3,600 2f>7 240 360 300 22 189 120 12'-10" 2,700 165 270 225 193 180 9 142 90 70 14'-8" 2,100 210 175 1:.0 140 131 83 53 16'-6" 1,575 158 131 113 1U!1__98 Height Load (lbs.) 3" x 3" x 0.060" Fluted Hollow -Extrusion - Aluminum 6063 T-6 _ 11'-10" 3,408 341 284 243- 227 213 179 13'-10" 2,556 256 213 183 170 160 135 5 85 85 66 1 15'-10" 1,988 199 166 142 133 124 105 78 50 17'-10" 1,491 149 124 107 99 93 Example: Find Roof Area Needed; Area =W; Post Spacing ='S'; Structure Projection ='W`: A = S x (WI2 + 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 # / 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 E 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 100 MPH). Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE I © COPYRIGHT 2004 2-52 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSIO! 4 OF LAWRENCE E B=NNETT, 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 Allov 6063 T-6 Beam Size Minimum Post Size #Thru-!Bolts @ L=D+'/z" Minimum Knee Brace* Minimum 1 Knee Brace Sc 114" o 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 Self Mating Beams 2" x 4" x 0.038" X 0.100 3" x 3"x 0.060" Scalloped 1, 2 - 2" x 3" x 0.050" (3) #8 2" x 5" x 0.050" X 0.100 3" x 3"x 0.060" Scalloped 2 - 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" (3) #12 2" x 9" x 0.072" x 0.224" W x 3" x 0.125" 4 3 2" x 4" x 0.050" (3) #14 2" x 9" x 0.082" x 0.306" 3" x 3" x 0.125" 4 3 2" x 4" x 0.050" (3) #14 2" x 10" x 0.092" x 0.369" 4"x 4" x 0.125" 6 4 2" x 4" x 0.050" (4) #14 Tne minimum numoer of tnru Dons is v) • 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 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 2-54 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITI;OUT THE WRITTEN PERMISSION; OF LAWRENCE E BF_NNETT, P.E. Dw5 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 ROOF PANEL Q (SEE SECTION 7) ANCHOR PER DETAIL FOR PAN — — ¢— OR COMPOSITE: PANEL BEAMS MAY BE ANGLED FOR FOR NUMBER CIF BOLTS AND GABLED FRAME — SIZE OF POST (SLE TABLE 2.3) i COLUMN NOTCHED TO SUIT — SIDE BEAMS MAY BE ANGLED GABLED FF 1-314"x 1-3/4":k 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 BEAM AND POST SIZES (SEE TABLES S =-GTION 2) TCH POST TO BEAM CORINECTION SCALE: 3" = V-0" — i Cn W ROOF PANEL j(SEE SECTION 7) ! I t ANCHOR PER EETAIL FOR PAN OR COMPOSITE: PANEL I O FOR NUMBER CF BOLTS AND SIZE OF POST (31=E TABLE 2.3) BEAM AND POST SIZES ,`— (SEE TABLES S1=(,'T ION 2) CENTER NOTCH POST TO BEAM CONNECTION SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FI_ # 16644 CIVIL ENGINEER - DEVELOPMENT CONSU' T,41V7 P.O. 30X 214368, SOUTH OAYTONA, FL:;212' TELEPHONE: (386) 767-4774 FAX: (386) 7E,7-6556 PAGE © COPYRIGHT 2004 1 2.'I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRE VCE E. BENNETT, REj ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS , SECTION 2 t ANCHORS (SEE SECTION 9) CONCRETE SLAB OR FOOTING a---- ALUMINUM/STI=E:L COLUMN 'U' CHANNEL (SEE SECTION 9 FOR -- CONNECTIONS) -a--7 o . � CONCRETE ANCHORS — (SEE SECTION 9) POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL RECEIVING CHANNEL SCALE: 3" = l'-0" ANCHORS (SEE SECTION 9) CONCRETE SLAB OR FOOTING ALUMINUM / S --EEL COLUMN 2"x 2" WITH WALL THICKNESS EQUAL TO OR 3REATER THAN COLUMN WALL. CONCRETE ANCHORS (SEE SECTION 9) POST TO CON CRETE,CONNECTION INTERNAL OR EXTERNAL ANGLE CLIPS SCALE: 3" = V-0" t ATTACHMENT DETAILS ALUMINUM / S7EEL COLUMN SHOWN REQUIRE DIAGONAL BRACING FOR INTERNAL EXTRUDED FREE-STANDING COVERS ALUMINUM BA:iE:OR BREAK .o--- FORMED U -CLIP WITH WALL CORROSION RESISTIVE STEEL EQUAL TO OR X TREATER THAN THRU BOLT PER SCHEDULE _ POST WALL CONCRETE ANCHORS (SEE CONCRETE SLAB OR FOOTING /� SECTION 9) POST TO CONCRETE CONNECTION . TUBE COLUMN BASE SCHEMATIC INTERNAL BASE SCALE: 3"= V-0" Lawrence, E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELC'PMENT CONS JL iANT P.O BOX 214366, SOUTk DAYTONA, FL 3?121 TELEPHONE: (336) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 20042-21 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE'NRITTEN PER OF LAVJRt:NCE E. BENNETT, P. =. ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 Table 2.1.1 A-120 Allowable Roof Beam Spans for Freestanding Carports or Patio Covers with Mono -Sloped' Roofs For 3 sec. wind gust at 120 MPH velocity; using design load of 11 #ISF (43 NSF for Max. Cantilever) Mono -sloped roofs include gables where the slope of the roof is less than i In i z Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of trace to bean connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. F_ ## 16644 CIVIL ENGINEER -DEVELOPMENT CONSL. L I A1JT P.O. BOX 214368, SOUTH DAYTONA, FL 32!2 t TELEPHONE: (3E•6) 7674774 FAX: (386) 767.6556 PAGE © COPYRIGHT 2004I 2-29 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRE NCE E. BENNETT, PE:• L_