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1912 Sanford Ave - BR08-001602 (FRONT PORCH REPAIRS) (A) (2)CITY OF SANFORD PERMIT APPLICATION Application # : p / � 0 , Job Address: G"L'!Z gvayK n 4V6 - Parcel ID: Zoning: Submittal Date: . � /V -, Value of Work: S ,Zud10 Historic District: Description of 11'ork:-xU,�.T seep 4 I&rSquare Footage: ............ ......................... .......................................... I.................... Permit "fype: Building ET;" Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: Nei\" Ser\ ice -;I of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc, Required) Plumbing/ NeNN Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/NeN% Residential: # of Water Closets Plumbing Repair - Residential ❑ Commercial ❑ OccupancN" T� pe: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) ... .... I ... I ............. ....• . .... ....... .......I.................... Property O\)ner: �a C&!" `C /?tT-7 Contractor: `,ddress 11�<��'y�"r Address: Phone: 3f- `.n'4.24Z E-mail: Phone: State License Number: Bonding Company: ,ddress: "rchitect!Engineer: address Mortgage Lender: Address: Phone: Fax: Plan Revie�% Contact Person: Phone: Fax: E-mail: Applrcauon 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 usuance of a pennit 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 CONDITIO\ERS, etc. O\\"NER'S :\FFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulauna :unstructiun and zoning. \\:\RNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR ImPRO\'EMENIS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE 'Iit!i i IR l' INSF'EC'IION. IF YOU INTEND TO OBTAIN FFNANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING ` W,k NO'IICI' OF CQMNIENCEMENT. V_) Ill _: Inaddition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public rceords ius county; anti there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agenc!es. Acceptance o' est is ven ii aion th t -F will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Date Signature of Contractor/A eat Date Sign �" F} ��n • �ge � g Print c�,�er gen ' Nam — denature of Notary -State of Florida _ Date t9YC0AdMISSION DD6A96L l);�ner . `JSL1}aFiic:-r�ircr P sp� Ily'Knoo \11111\0\ ALS ZONING: UTIL: FD: �pii;al C JntlllWni: Print Contractor/Agent's Namg,. Signature of Notary -State of Florida Date Contactor/Agent is — Personally Known to Me or Produced ID ENG: BL 4x4 P.T. POST GUARDRr I d01j_1511 5C;ALE:1/2"=1'-0" (2)-2x8 P.T. BEAM 2x 12 P.T. STRINGERS ATTAGHED TO BEAM N/ LU528 TREAD ,2x4 <I GKPLATE 4" GONG. LAND I NG z SECTION- EXISTING —� STRUCTURE TO REMAIN 2x8 P.T. JO 1 STS @ 16" O.G. ATTAGHED -rn T -)-),A IAS/ I I IC= -)a. SGALE:3/4" =1' -o" 2x2 P.T. SPINDLE (9 S" O.G. 4x4 P.T POST m TOP PLATE 4x4 P.T. POST SECTION Pl o Z__ DM, - --_ i i I { i 2x4 P.T. PLATE 2x2 P.T. SPINDLE 5" O.G. 2x4 P.T. PLANE i Ila I SQ. (2)- #5 EA. NAY g BOT. SCALE; 3/4"'= I' - 0 x6 P.T. OF PLATE x2 P.T. SPINDLE 5" O.G. x4 P.T, OST SECTION 5CALE:3/4" =1' -011 2x4 P.T. PLATE 4x4 P.T. POST ATTACHED TO STRINGER N/ (2)- 1/2'' 2)- 1/2" DIA. THROUGH BOLTS (TYP. FOR 5) 2x4 P.T. PLATE 1,9 HARRY BRuMLEY, III �lssxsa�a ��G FLORIDA PE A 0041 037 IIIIIIIIIIIIII IIIIIII� 1 U) C U W U • US28 ®� H2.5 Ln LU528 _ Z 0 LL U1 W L_ J �NLO LU528 n® L.L H2.5 LU528 • L1 ri 0 Ln LU526 ; 13 - LU528 ul A LL F- LUF ul LL LU528 H2.5 W LU528 w J ~ LU528 H2.5 LU528 :............ D x (NLU528 x N H2.5 (Z x LL LU528 d) i LU528 H2.5 LU528 LU528.5 LU528 +7_2 � I d01j_1511 5C;ALE:1/2"=1'-0" (2)-2x8 P.T. BEAM 2x 12 P.T. STRINGERS ATTAGHED TO BEAM N/ LU528 TREAD ,2x4 <I GKPLATE 4" GONG. LAND I NG z SECTION- EXISTING —� STRUCTURE TO REMAIN 2x8 P.T. JO 1 STS @ 16" O.G. ATTAGHED -rn T -)-),A IAS/ I I IC= -)a. SGALE:3/4" =1' -o" 2x2 P.T. SPINDLE (9 S" O.G. 4x4 P.T POST m TOP PLATE 4x4 P.T. POST SECTION Pl o Z__ DM, - --_ i i I { i 2x4 P.T. PLATE 2x2 P.T. SPINDLE 5" O.G. 2x4 P.T. PLANE i Ila I SQ. (2)- #5 EA. NAY g BOT. SCALE; 3/4"'= I' - 0 x6 P.T. OF PLATE x2 P.T. SPINDLE 5" O.G. x4 P.T, OST SECTION 5CALE:3/4" =1' -011 2x4 P.T. PLATE 4x4 P.T. POST ATTACHED TO STRINGER N/ (2)- 1/2'' 2)- 1/2" DIA. THROUGH BOLTS (TYP. FOR 5) 2x4 P.T. PLATE 1,9 HARRY BRuMLEY, III �lssxsa�a ��G FLORIDA PE A 0041 037 IIIIIIIIIIIIII IIIIIII� 1 U) C U W U • LL ®� Ln IL _ Z 0 LL U1 W Lo In �NLO n® L.L 0) • L1 ri Ln ■W ; 13 ul A LL F- M LL W L9 .............. .............. :............ I W U Q LL ®� IL _ Z 0 LL LOQ �NLO n® L.L 0) T_ Drawn: JF Checked: J1-1/HE3 Date: 04-24-08 Plot Scale: NOTED Sheet: 1 of 2 si File: /00-41 .l16we r i STRUCTURAL DES16N CRITERIA GOVERN I N6 CODES AND SPEC, IFI GATI ONS I. Florida Building Code, 200-7 Edition. 2. Building Code Requirements for Reinforced Goncrete, AGI 518-02. 3. Minimum Design Loads for Buildings and Other Structures, ASGE -7-02. 4. National Design Specification for Nood Construction, AFPA, January, 2005. DESIGN LOADS I. Porch Deck Dead Load............................................................... 15 PSF 2. Porch Deck Live Load.................................................................. 40 PSF 3. Wind Load................................................................................................ 120 MPH Importance Factor.............................................................................. 2x6 P.T. DECK Wind Exposure Category.................................................................. B ATTACHED N/ (2)- 16d Enclosure Category............................................................................ ENGLOSED STRUCTURE NAILS @ EA. SUPPORT 2x8 P.T. JOISTS 16" O.G. 6ENERAL STRUCTURAL NOTES FOUNDATION I. Foundation design is based on on allowable soil bearing pressure of SIMPSON H2.5 SIMPSON LSTA12 2000 PSF and differential settlement of 1/2 inch. 2. Fill (if required) shall consist of non-organic sand with less than 10 DR 2x8 P.T. 4x4 P.T. POST N/ percent passing the #200 Sieve. Fill shall be place in 12 inch lifts and DROP BEAM ABU44 @ BOT. compacted to a minimum of q5 percent of the Modified Proctor maximum dry density (ASTM D155-1). FIN. GRADE 3. Footings shall be excavated to their bearing elevations and the 'II 111111 .:'I :I' I IIS support soi Is compacted to a minimum of q5 percent of the Modified Proctor maximum dry density (ASTM D155-7) to a depth of 2 feet below footing �=:�.1 bearing elevations. 12" SQ. (2)- #5 EA. CONCRETE C\/R. WAY © BOT. 1. All concrete work shall be accomplished in accordance with "Specifications for Structural Goncrete, for Buildings", AGI 301-02. 2 S E C T I® N 2. All concrete shall have a specified minimum compressive strength of 2,500 PSI at 28 days. S2 5CALE:3/4"=P-0" 3. Concrete aggregate shall be 5/4" in accordance with ASTM G33. 4. Submit mix design for review prior to concrete pour. REINFORCEMENT I. Reinforcing steel shall be in accordance with ASTM A615, Grade 60. ZEXISTING BRICK 2. Masonry joint reinforcement shall be hot -dip galvanized steel wire in STRUCTURE TO REMAIN accordance with ASTM A82. 2x6 P.T. DECK 3. Nelded wire fabric shall be in accordance with ASTM A155 and shall be rATTAGHED N/ (2)- 16d placed in the upper 1/5 of the slab. NAILS @ EA. SUPPORT TIMBER FRAM I N6 (2)- SIMPSON H2.5 I. All timber frame construction shall be in accordance with Chapter 23, 200 Florida Building Gode. 2. Structural framing beams and rafters shall be minimum #2 Southern Yellow Pine w/ Iq% moisture content. Nall studs may be #2 Spruce -Pine -Fir. 5. Provide continuous wind uplift load resistance path from roof to SIMPSON LU5282x8 P.T. ® 16" O.G. foundation for all structural elements. ATTACHED N/ (4)- ATTAGHED TO GONNEGTORS 114" DIA. TAPGONS BEAM N/ LSU28 W/ 1-1/2" EMBED I. All pre -fabricated, pre-engineered timber connectors are as specified 2x8 P.T. LED6ER within Simpson Strong -Tie catalog G-05. ATTACHED TO BRICK 2. Gonnectors shall be installed in accordance with the instructions given in STRUCTURE W/ (4)- 1/4" DIA. the above referenced catalog. TAPGONS N/ 1-1/2" EMBED. 5. Alternate connectors may be allowed provided they equal or exceed 1 SECTION the specific allowable loads given in the above referenced catalog. MISCELLANEOUS S 2 5G-ALE:3/4" =1' -0" 1. Contractor shall brace all construction against gravity, lateral and uplift loads until structure is complete. 2. Coordinate structural work with architectural plans and all other trades. 5. All construction shall be in accordance with the Florida Building Code, 2001 Edition. �eele�gy HARRY BRUM_LEY, Ili t1ss�za ��G' FLORIDA PE # 0041 B37 IIIIIIIIIIIIII IIIIIIII n Ll W L3 1 13 _j LD IL C3 W® �ZLL QZ U1 Ln . r- • Cq0 Li Ll Ln ■ ;, En LL 11 W LL .............. .............. .............. .............. .............. .............. '�eeee2:•::::: 1 W L3 1 ®W _j ®� IL C3 W® �ZLL QZ 0) r- Drawn: JF Checked: JM/HE3 Date: 04-24-00 Plot Scale: NOTED Job No.: NE5 06-49.1 Sheet: 2 of 2 S2 File: /06-49.l.olwe