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HomeMy WebLinkAbout210 W 25 StCITY OF `RD FIRE DEPARTMENT Building & Fire Prevention Division t MY 2010 PERMIT APPLICATION .A 1 - Application No: 0.2-:> 1 S Documented Construction Value: $Aft 4 1 So D. 0, Job Address: D Li S �� (�L ��i1�i� Historic District: Yes ❑ No4 Parcel ID: Residential` -Commercial Type of Work: NewWAddition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: P-AA g� td I b K (L Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name �US t'Iy /-0� Phone: `'i �Jl ' 1'ti (' Zc-1 32 Street: c Resident of property? : Y City, State Zip: ,Sa" O'A Contractor Information Name moy Qrj Phone: 3 Z f �6 -1 q 3 �A Street: SL ( �" y 1 A.i qq,,� Fax: ' �V'Q City, State Zip: 11ir1 Q '�"L 1 y State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code Revised: August 1, 2017 Permit Application 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 agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. C\ M� zI Signature of Owner/ e t Date Tay ti Q(lo'd n� Print Owner/Agent's Name .. j Signature of Contractor/Agent Print Contractor/Agent's Name Date Signature ofNota - ate of Florida Date Signature of Notary -State of Florida Date JENNIFER M. GOLLOWAY '/,• \' Nolary Public - state of Florida Commission II GG 162235 ' My Comm. Expires Nov 21. 2021 Owner/Agent is Personally Known to TIT, UmtratcTc;-T/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas[] Roof ❑ Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ 9MC)i S APPROVALS: ZONING: IILITIES: WASTE WATER: S' ENGINEERING: FIRE: BUILDING: L t1t 8 COMMENTS: Revised: August 1, 2017 Permit Application REQUIRED INSPECTION SEQUENCE Hpff 10 -97 --79, Minn Max Inns ection I<Descri fion, Footer / Setback Stemwall Foundation / Form Board Survey Slab [Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) Address lE 6 U�IlQ. RM,4 ..._ Mllffi Max. )<D@scn'll Bonn Electric, Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final _ .tea . . a . } ,N l,�. g ... X .,.:LL4i�.C:b"�%mNk'SSitrg�d.. Minn Mast ffn!Zecdo n IlD@scrieflo n Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final 2YIG`l"r�"iR'2111,VQ�Iq��IL�IC.LLb1`:LLQLL!, Mlln Maxi Ins ection )(Descri tionn Mechanical Rough Mechanical Final .. .. ,_ _ rnQS ectionn, Descri floe Gas Underground min Mays Gas Rough Gas Final REi VTS1EIID: June 2014 RECORD Copy ultertek September 20, 2017 Mr. Thomas Campbell Florida Department of Business and Professional Regulation Manufactured Building Program 2601 Blair Stone Road, Building C Tallahassee, Florida 32399-0772 RE: Plan Approval: Residential Lawn Storage Shed Manufacturer: Lark Builders Plan Number: 31405 Dear Mr. Campbell, Intertek-PSI Tel +1407.304.5560 1748 33rd Street Fax +1407.304.5561 Orlando, Florida 32839 intertek.com FL Engineering Business #3684 psiusa.com REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER C-m- lq DATE Pursuant to the requirements of the Florida Department of Business and Professional Regulations, the above referenced documents have been reviewed for compliance with: 2017 Florida Building Code, 6t" Edition 2014 NEC These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC) A signed and sealed set of plans are maintained on file in the Third Party Agency office of PSI. All mandatory comments have been satisfied and plans are approved for construction by a modular building manufacturer that is currently approved by the Department of Business and Professional Regulations. If you have any questions or require my assistance in any way, please do not hesitate to contact me. SANFORD BUI1,DING DIVISION Respectfully submitted, 0 Victor C. Martin, PE (FL) Department Manager Building Science Solutions A PERMIT ISSUED SHALL FEE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQ RRECTION OF ERRORS IN PLANS, N CTI N OR VIOLATIONS OF THIS CODE Richard Olds, ICC #5107840, SMP-45 Plans Examiner Building Science Solutions S c o C'Rp ##16-2378 Copy to: Ms. Berri Howard, Lark Builders berri0larkbuilders.com U W N W r SLOPE rOr U w w 3.5" 20GA. METAL FRAMI ® 24" O.C. X. U W N W SLOPE END W LL TRUSS ` END WA TRUSS 1 0 U W Vl W Q� K PORCH-4- OR s'—I ROOF FRAMING PLAN ROOF SHEATHING SECTIONS ARE CONTINUOUS FROM SIDE \�� WALL TO SIDE WALL WALL SHEATHING OPTIONS: BOX RIB ALUMINUM TWIN RIB ALUMINUM - DUTCH LAPSIDING ALUMINUM - DUTCH LAPSIDING STEEL SIDING — 9Q rAll(;F CTFFI A(; PANFI (RI IN ANY nIRFr'TION) 5.5" 20GA. STI OP PLATE END WALL 3.5" 20GA. STI SOLE PLATE -LOOR FRAMIN, 0'-0" MAX: STANDARD WALL DETAIL 3.5" 20Gfl STEEL STUDS ® " D.C. MAx. kRIES, 6'-0' TO 13'-8 LL FRAMING OPTION 3.5'-20GA METAL BRACING, ATTACH EACH END TO STUDS W/ (2) #10 SCREWS, (1) INTO EACH FLANGE 3.5" 20GA. STEEL SOLE PLATE WOOD FLOOR (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS. 3.5'-20GA METAL BRACING, ATTACH EACH END TO STUDS W/ (2) #10 SCREWS, (1) INTO EACH FLANGE 3.5" BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) #10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE 3.5" BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) #10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE VARIES, 6'-0" TO 13'-13" END WALL FRAMING OPTION 3.5"-20GA METAI BRACING, ATTACH EACH END TO S1 W/ (2) #10 SCREWS, (1) INT EACH FLANGE 3.5"-20GA METAI BRACING, ATTACH EACH END TO Sl W/ (2) #10 SCREWS, (1) INT EACH FLANGE 10 OV 24" 72" 24" 84" 28" 84" 36" 84" 40" 84" 1 OF JOIST ONLY, WIDTH JOIST SIZE* 6' —0" 2"x4" 6'-1" TO 11'-8" 2"x6" > 11'-8" 2"x8" *NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE STEEL CHANNELS. THE STEEL CHANNEL ACTUAL DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND ARE INTERCHANGEABLE. 50'-0" MAX. ts —U 10 JL 10'-0" 20" 40" 22" 44" 24" 46" 13'-0" 26" 52" 13'-8" 28" 56" 'VALUES ARE FROM END OF JOIST TO CENTERS OF SKIDS ONLY. 12" LAP SPLICE FASTENED WITH (6)A%4" LAG SCREWS ON INSIDE, (3)A%4" LAG SCREWS ON OUTSIDE (9 TOTAL) _. SKID SPLICE. SENCO K28 (OR EQUAL) NAILS, TWO ROWS 1.5" FROM THE EDGE, ® 12" O.C., STAGGER ROWS 6". .ICE PLATE FASTENED WITH 0 K28 (OR EQUAL) NAILS P.T. SKID 14%14" NOTCH FOR EACH JOIST ATTACK JOIST TO SKID WITH A"x4" LAG SCREW OR (2)SIMPSON H-3 (OR EQUAL) AT EACH CROSSING JOIST TO SKID CONNECTION WALL SHEATHING 3.5" 20GA. STEEL STUDS ®24"O.C. 3.5" 20GA. STEEL SOLE PLATE SECURED WITH 1%"x4" LAG FLOOR SHEATHING SCREWS ®16"O.C. I FLOOR JO r - - - - - I l "I`- --- --- ---------------- - 2"x4" BLOCKING BETWEEN SKIDS 2X BLOCKING BETWEEN SKIDS AT UNDER DOUBLE END JOIST BOTH ENDS SECURED TO END JOIST SECURED WITH (3) 0.120"x3" WITH (3) 0.120"x3" NAILS ®12"O.C. NAILS ®12"O.C. STAGGERED EACH SIDE STAGGERED WAI I TO FI OOR 6. ALL SWITCHES TO BE AT 48"-62" A.F.G. 7. FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING 8. ALL OUTLETS TO BE GFCI 9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL. Uu[IJnnw WF7[r'WT I (V`ATIOM Intertek-PSI Tel +1407.304.5560 =.wsiff 174833'd Street Fax +1407.304.5561 Lntertek. Orlando, Florida 32839 intertek.com FL Engineering Business #3684 psiusa.com November 14, 2017 Mr. Thomas Campbell Florida Department of Business and Professional Regulation Manufactured Building Program 2601 Blair Stone Road, Building C Tallahassee, Florida 32399-0772 RE: Plan Approval: Residential Lawn Storage Shed Manufacturer: Lark Builders Plan Number: 42325 Dear Mr. Campbell, Pursuant to the requirements of the Florida Department of Business and Professional Regulations, the above referenced documents have been reviewed for compliance with: 2017 Florida Building Code, 6th Edition 2014 NEC These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC) A signed and sealed set of plans are maintained on file in the Third Party Agency office of PSI. All mandatory comments have been satisfied and plans are approved for construction by a modular building manufacturer that is currently approved by the Department of Business and Professional Regulations. If you have any questions or require my assistance in any way, please do not hesitate to contact me. Respectfully submitted, Victor C. Martin, PE (FL) Department Manager Building Science Solutions Richard Olds, ICC #5107840, SMP-45 Plans Examiner Building Science Solutions Copy to: Ms. Berri Howard, Lark Builders berri(a�larkbuilders.com EAM STEEL iIGLES ROOF +27.8/-94.7 WALLS/DOORS/WINDOWS +32.5/-29.2 0'-0" MAXIMUM BUILDING LENGTH - 30'-0" MAX FOR VAULTED ROOF VAULTED VAULTED SLOPE i i SLOPE i i i i i i Q i LLJ STANDARD SLOPE Q i i i STA i JDARD RIDG 35' 20GA. M ETAL FRAM 0 24" O.C. j MAX. STANDARD SLOPE i END WA TRUSS END WALL. TRUSS I � ROOF FRAMING PLAN RAFTERS ARE IN -LINE WITH WALL STUDS . FOR CONTINUOUS LOAD TRANSFER PATH YIi i n oviwr-n i v— 1 vn i i cn,� PANHEAD SCREWS WITH #3 DI POINT AT 6" O.C. 2.5"x.5" CORRUGATED ROOF PANELS -14x.75" HWH .5"-20GA METAL STUDS, PACED AT 24" O.0 MAX. SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING 3.5-20GA METAL STUDS SPACED AT 24" O.0 MAX. 3.5" BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) #10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE SHEATHING FASTENED W/ #80.5" GRABBER SCREW (OR EQUAL) AT 6" O.C. '-0" TO 13'-8" SECTION OVERHANG OPTION DETAIL SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10-16X1 TEKS PANHEAD SCREWS WITH #3 D POINT AT 6" O.C. 3.5-20GA METAL STUDS SPACED AT 24" O.0 MAX. WALL SHEATHING OPTIONS: BOX RIB ALUMINUM TWIN RIB ALUMINUM - DUTCH LAPSIDING ALUMINUM - DUTCH LAPSIDING STEEL SIDING - 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) - J" T-111 WOOD SIDING ?OGA. - HARDIE PANEL STUCCO AND T-111 SIDING NTE - HARDIE BOARD SIDING - POLYCARBONATE GREENHOUSE PANELS END WALL lo ol /10 / 3.5" 20GA. STEE BRACE (2) oe #10 SE TAPPIN SCREWS ACH E (1 INTO EACH F GE)ol 3.5" 20GA, STEEL STU @24" . MAX. 0'-0" MAX. 3.5" 20GA. STE TOP PLATE END WALL 3.5" 20GA. STE SOLE PLATE FLOOR FRAMIN( STANDARD WALL DETAIL ROOF PANELS FASTENED i" 3.5'-20GA METAL BRACING. . ATTACH EACH END TO STUDS W/ (2) JIM SCREWS, (1) INTO EACH FLANGE NOTE_ THIS BRACING IS REQUIRED ON SIDE WALLS (BOTH SIDES OF EACH CORNERI FRAMING OPTION ROOF PANELS FASTENED HWH C. 3.5'-20GA METALBRACING, ATTACH EACH END TO STUDS W/ (2) %10 SCREWS, (1) INTO EACH FLANGE NOTE THIS BRACING IS REQUIRED ON SIDE WALLS (BOTH SIDES OF EACH CORNERI 6'-0' TO 13'-8' 3.5' BRACE AT 3 —O' ABOVE FINISHED FLOOR ATTACH TO EACH STUD W/(2) /10 SELF DRIUJNG GRABBER SCREWS, (1) INTO EACH FLANGE 3.5' BRACE AT V-0' ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) #10 SELF DRLLLING GRABBER SCREWS, (1) INTO EACH FLANGE END WALL FRAMING OPTION ROOF PANELS FASTENED WITH .25'-14c,75' HW14 TRW/1 AT 6' O.C. 3.5'-2OGA METAL BRACING, ATTACH EACH END TO STUDS W/ (2) #10 SCREWS. (1) INTO EACH FLANGE NOTE, THIS BRACING IS REQUIRED ON WALLS (BOTH SIDES OF EACH CDRNFF ROOF PANELS FASTENED ,75' HWH O.C. 3.5'-20GA METAL BRACING, ATTACH EACH END TO STUDS W/ (2) #10 SCREWS, (1) INTO EACH FLANGE NOTE THIS BRACING IS REQUIRED ON WALLS (BOTH SIDES OF EACH CORNEF FRAMING OPTION END WALL FRAMING OPTION J �V 3" 84" 4" 84" WIDTH JOIST SIZE* 6'-0" 2"x4" 6'-1" TO 11'-8" 2"x6" > 11'-8" 2"x8" 3" 84" 6" 84" *NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE STEEL CHANNELS. THE STEEL CHANNEL ACTUAL 0" 84" DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND ARE INTERCHANGEABLE. )F JOIST *FLOOR SHEATHING SECURED WITH 2j"X0.1 13" )NLY. NAIL (OR EQUAL) 0 6"O.C. MAX 50'-0" MAX. it _ 12 LAN bHLIUL rASTENED WITH (6)lt x4" LAG SCREWS ON INSIDE, (3)j%"x4" LAG SCREWS ON OUTSIDE (9 TOTAL) SKID SPLICE SENCO K28 (OR EQUAL) NAILS, TWO ROWS 1.5" FROM THE EDGE, ® 12" O.C., STAGGER ROWS 6". _ICE PLATE FASTENED WITH 0 K28 (OR EQUAL) NAILS E P.T. SKID- 3.5" 20GA. STEEL SOLE PLATE SECURED WITH fl"x4" LAG SCREWS 016"O.C. 1 j%14" NOTCH FOR EACH JOIST ATTACK JOIST TO SKID WITH A%4" LAG SCREW OR (2)SIMPSON H-3 (OR EQUAL) AT EACH CROSSING JOIST TO SKID CONNECTION WALL SHEATHING 3.5" 20GA. STEEL STUDS ®24"0.1 FLOOR SHEATHIN ,— FLOOR J r--------------------- i l �- ------ ---- ------------- 2"x4" BLOCKING BETWEEN SKIDS 2X BLOCKING BETWEEN SKIDS AT UNDER DOUBLE END JOIST BOTH ENDS SECURED TO END J01: SECURED WITH (3) 0.120"x3" WITH (3) 0.120"x3" NAILS 012"0.( NAILS 012"O.C. STAGGERED EACH SIDE STAGGERED WALL TO FLOOR- (__**\nNlKlE_(`TlnNl F)E-Trill 7. FLUORESCENT &vLED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING 8. ALL OUTLETS TO BE GFCI 9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL. wu.Innw PPIrPT I nrATInM Intertek-PSI Tel +1407.304.5560 Ln aw!, ,� /1748 33rdStreet Fax +1407.304.5561/ Orlando, Florida 32839 intertek.com FL Engineering Business #3684 psiusa.com September 25, 2017 Mr. Thomas Campbell Florida Department of Business and Professional Regulation Manufactured Building Program 2601 Blair Stone Road, Building C Tallahassee, Florida 32399-0772 RE: Plan Approval: Residential Lawn Storage Shed Manufacturer: Lark Builders Plan Number: 31410 Dear Mr. Campbell, Pursuant to the requirements of the Florida Department of Business and Professional Regulations, the above referenced documents have been reviewed for compliance with: 2017 Florida Building Code, 6t" Edition 2014 NEC These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC) A signed and sealed set of plans are maintained on file in the Third Party Agency office of PSI. All mandatory comments have been satisfied and plans are approved for construction by a modular building manufacturer that is currently approved by the Department of Business and Professional Regulations. If you have any questions or require my assistance in any way, please do not hesitate to contact me. Respectfully submitted, �/i Victor C. Martin, PE (FL) Department Manager Building Science Solutions Richard Olds, ICC #5107840, SMP-45 Plans Examiner Building Science Solutions Copy to: Ms. Berri Howard, Lark Builders berri(a)_larkbuilders.com EAM STEEL iIGLES '-0" MAXIMUM BUILDING LENGTH - 30'-0" MAX FOR VAULTED ROOF VAULTED SLOPE I I I I ; i i VAULTED SLOPE STANDARD SLOPE i i i i i i Q i LLJ _ STA i i Q i i i i DARD DGEI 3.5" 20GA. METAL FRAMI ® 24" O.C. j Gj WAX. STANDARD SLOPE i END WA TRUSS I END WALL. TRUSS I 1 I I I RAFTERS ARE IN -LINE WITH WALL STUDS ROOF FRAMING PLAN FOR CONTINUOUS LOAD TRANSFER PATH YYI I n DUILULA I U- 1 UA I 1 GNJ PANHEAD SCREWS WITH #3 DI POINT AT 6" O.C. ' '-0" TO 13'-8" S ECTI 0 N 2.5"x.5" CORRUGATED ROOF PANELS -14x.75" HWH .5"-20GA METAL STUDS, PACED AT 24" O.0 MAX. SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING I , 3.5-20GA METAL STUDS SPACED AT 24" O.0 MAX. 3.5" BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) #10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE 2.5"x.5" CORRUGATED PANELS FASTENED W/ #8x1.5" WOOD SCREW AT 6" O.0 OR EQUAL. OVERHANG OPTION DETAIL 9 SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10-16X1 TEKS PANHEAD SCREWS WITH #3 D POINT AT 6" O.C. 3.5-20GA METAL STUDS SPACED AT 24" O.0 MAX. WALL SHEATHING OPTIONS: BOX RIB ALUMINUM - TWIN RIB ALUMINUM — DUTCH LAPSIDING ALUMINUM DUTCH LAPSIDING STEEL SIDING — 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) — J" T-111 WOOD SIDING TOGA. — HARDIE PANEL STUCCO AND T-111 SIDING STE — HARDIE BOARD SIDING — POLYCARBONATE GREENHOUSE PANELS �— END WALL lo 3.5" 20GA. STEE BRACE (2) #10 SE TAPPIN SCREWS EACH E (1 INTO EACH F GE) 3.5" 20GA, STEEL STU ©24" . MAX. 50'-0" MAX. STANDARD WALL DETAIL 3.5" 20GA. STE TOP PLATE END WALL 3.5" 20GA. STE SOLE PLATE FLOOR FRAMING ROOF PANELS FASTENED AWH 3_5'-20GA METAL BRACING, ATTACH EACH END TO STUDS W/ (2) /10 SCREWS, (1) INTO EACH FLANGE NOTE, THIS BRACING IS REQUIRED ON SIDE WALLS (BOTH SIDES OF EACH CORNER) 6'-0' TO 13'-8" FRAMING OPTION ROOF PANELS FASTENED HWH C, 3.5'-20GA METAL BRACING, ATTACH EACH END TO STUDS W/ (2) #10 SCREWS, (1) INTO EACH FLANGE NOTE: THIS BRACING IS REQUIRED ON SIDE WALLS (BOTH SIDES OF EACH CORNER) 3.5" BRACE AT 3'-0' ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) #10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE 3.5' BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) #10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE END WALL FRAMING OPTION ROOF PANELS FASTENED ,,75' HWH' O.C. 3.5'-200A METAL BRACING, ATTACH EACH END TO STUDS W/ (2) #10 SCREWS, (1) INTO EACH FLANGE NOTE THIS BRACING IS REQUIRED ON WALLS (BOTH SIDES OF EACH CORNEF ROOF PANELS FASTENED ,,75" HWH O.C. 3.5"-20GA METAL BRACING, ATTACH EACH END TO STUDS W/ (2) #10 SCREWS, (1) INTO EACH FLANGE NOTE THIS BRACING IS REQUIRED ON WALLS (BOTH SIDES OF EACH CORNEF FRAMING OPTION END WALL FRAMING OPTION ' LS OU �4" 72" W 84" �8" 84" 56" 84" t0" 84" OF JOIST ONLY. WIDTH JOIST SIZE* 6'-0" 2"x4" 6'-1" TO 11'-8" 210x6" > 11'-8" 2"x8„ *NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE STEEL CHANNELS. THE STEEL CHANNEL ACTUAL DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND ARE INTERCHANGEABLE. 50'-0" MAX. b -u 10 JL 10'-0" 20" 40" 11'-0" 22" 44" 11'-8" 24" 46" 13'-0" 26" 52" 13'-8" 28" 56" "VALUES ARE FROM END OF JOIST TO CENTERS OF SKIDS ONLY. _ 1z LAF SHUUt rASTENED WITH (6)n"x4" LAG SCREWS ON INSIDE, (3)?6"x4" LAG SCREWS ON OUTSIDE (9 TOTAL) _. SKID SPLICE SENCO K28 (OR EQUAL) NAILS, TWO ROWS 1.5" FROM THE EDGE, ® 12" O.C., STAGGER ROWS _ICE PLATE FASTENED WITH 0 K28 (OR EQUAL) NAILS E P.T. SKID- -1 F_ r-\ I InINIr 3.5" 20GA. STEEL SOLE PLATE SECURED WITH %"x4" LAG SCREWS @16"O.C. 1j"x14" NOTCH FOR EACH JOIST ATTACK JOIST TO SKID WITH 1%"x4" LAG SCREW OR (2)SIMPSON H-3 (OR EQUAL) AT EACH CROSSING JOIST TO SKID CONNECTION - WALL SHEATHING 3.5" 20GA. STEEL STUDS @24"0.1 FLOOR SHEATHIN ,— FLOOR J F----------- 1 ---- ------------- 7-_� ---- 2"x4"4" BLOCKING BETWEEN SKIDS 2X BLOCKING BETWEEN SKIDS AT UNDER DOUBLE END JOIST BOTH ENDS SECURED TO END J0I' SECURED WITH (3) 0.120"x3" WITH (3) 0.120"x3" NAILS @12"0.( NAILS @12"O.C. STAGGERED EACH SIDE STAGGERED WALL TO FLOOR r�nNiKiE_ r`-rind nE-Tni Y)at 1(" O.C. C. rl rl Y) minimum, Table 2308.10.4.1 i') minimum, Table 2308.10.4.1 face nail ad wall panel nab nag nail cal face nail lap splice toenail toenail face nail toenail face nail face nail training) 2 Mr x 0.113" n"(p) 1r o.c. Edges and intermediate, 4" o.c. at 2' 16 gage(p) component and cladding edge strip # zone 3 7/8" to 1" 8d(c) . (refer to Figure 30.5-1 of ASCE 71 1 1/8" to 1 114' 1 Odn or 8d(d) 34 and less 6d(c) Mr to 1" 8d(c) 1 1/8" to 1 1/4" 1 OdM or 32. Panel skiing (to framingxq) 117 or less 6d(Q 5/8" ed 33. Fiberboard sheathbV(g,q) 1/7 and less No. 11 gage rooting nail(h) 6d common nab (7 x 0.113') No. 16 gage stapte() 25/32" No. 11 gage roofing nail(h) 8d common nag (21/7 x 0.131") 31W 6d a. Common or box nails are permitted to be used except where otherwise stated. b. Nags spaced at 6 inches on center at edges, 12 inches at intermediate supports except 8 inches at supports where sports are 48 inches or more. For nailing of wood structural panel and particleboard diapframs and shear walls, refer to Section 2305. Nags for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2*x 0.113"; 8d - 21 /2" x 0.131"; 10d - 3" x 0.148"). d. Common (6d - T x 0.113'; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148'). e. Deformed shank (6d - 2" x 0.113'; 8d - 2 112" x 0.131 "; 10d - 3" x 0.148"). f. Conosion-resistard siding (6d - 1 7/8" x 0.106% 8d - 2 3/8' x 0.128") or casing (6d - Z' x 0.099% 8d - 21IT x 0.113*) nail. g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural sheathing. h. Corrosion-resistar rooting nails with 7/164nch-dameter head and 1 1/2-Inch length for 1/24nch sheathing and 1 3/4nch length for 25132-inch sheathing. I. Corrosion -resistant staples with nominal 7/164rich crown or larch crown and 1 1/44nch length for 1/24nch sheathing and 1 1/24nch length for 25/324nch sheathirX Panel supports at 16 Inches (20 Inches if strength axis in the long direction of the panel, unless otherwise marked). j. Casing (1 1/2" x 0.08(") or finish (1 10 x 0.077*) nails spaced at 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nags spaced at 6 inched on panel edges, 12 inches at intermediate supports. I. For roof sheathing applications, 8d nails (2 1/2' x 0.113") are the minimum required for wood structural panels. m. Staples shall haw a minimum crown width of 7/16 inch. n. For roof sheathing applications, fastemers spaced at 4Inches or center at edges, 8 Inches at intermediate supports. o. Fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports br subtloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports for roof sheathing. p. Fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports. q. See Fastener Alternate Schedule. r. Fastenare must be installed with soon spacing between them across attaching member. Alternate Fastening Schedule ALT 31-33. Wood structural panels antl partfoleboard Subfioor, root and wag sheathing (to tiamlrg) 1 /7 antl less 7 x 0.097 Ring Shank Nail - S from edge, 10" o.c. Strap & Simpson Strong -Drive® SD Screw Schedule Part#/Desc. U 11f1 Wall fastener Rafter Fastener Plate Fastener H1 435 - 6-SD9x1.5" 4SD9x1.5" H11Z 750 6SD10z2.5" 6SD10x2.5" FI7A 495 5-SDgxl.5" 5SD9x1.5' 2SD9x1.5" W� se -.An tcrw c- tcrw 4 1' Strap & Fastener Schedule (a} . Me= Uplift Wall fastener Rafter Fastener Plate Fa: H1 400 6.8dx115" 4Sc 111Z 750 6.16dx2.5" 6.16dx: t2A 495 5-8dx1.5 5-8dxl.5" 2.8dx1 SA SiF, I - ---M S.rr face nail Rafter H2.5T 545 - - 5-SD9xl.5 - - 5SD9x1.5" - Rater �) r1[.O H2.5T 91 V 545 .0-00 5Sd 0-00 5Sd 1-12A 495 7-SD9x1.S 5SD91A1.5" H2A 495 7-8dx1.5 5-8*11.5" face nail H3 320 4SD9xl.S' 4SD90.5" H3 320 4-8d 4Sd face nail H4 280 4SD9xl.5 4-SD9x1.5" H4 235 4-8d 4-8d24 ' o.c. 16" O.C. 16" O.C. H5 415 4SD9x1.5 4SD9x1.5" HS 265 4.8d 4Sd LTS-12 895 6-SD9xl.S' 6SD2c1.5" LTS-12 620 6-10dxl.S 6-10dxL5" LTS-16 1075 8SD9xl.S 11SDgxl.5" LTS-16 620 6-10dx1.5" 6-10dxl.5" face nail at top andbottomstaggered on opposite sides face nail at ends and at each splice LTS-18 1235 6SD9xl.5 8SD9x1.5" LTS-18 620 6-10dxl.5 6.10dxl.5" LTS-20 1215 6-SD9xl.S 6SD9x1.5 LTS-20 620 6-10dx1.51 6.10dxl.5" MTS-12 895 7SDgxl.S 7SDgc1.5" MTS-12 860 7-10dxl.S' 7-10dx1.5" MTS-16 1075 7-SD9xl.5 7SDgxl.5 MTS-16 860 7-10dxl.5 7-iOdxtS", MTS-18 1255 7-SD9x1.5 7-SD9xl.5" MTS-18 860 7-10dxl.S 7-10dxtS" MTS-20 1255 7SDgxl.S 7SD9x1,S MTS-20 860 7-1060.5 7-10dxl.5" Part#/Dax Uplift ColumnFastanner Ratter Fastener PartWDesc. Uplift Column Fastener Rafter Fasten at each bearing Porch A21 A23 A33 2-SD9xl.5" 4SDgxl.5 4SD9x1.S 2SD9x1.5 4SDgxl.5" 4SD9x1.5" Porch A21 A23 A33 245 585 750 2-10dx1.5" 41060.5 4-101 2.10dx1.5" 410dx1.5 " 410d face nail PartWDesc U Ift Wall fastener Floor Fastener Partl#Desr. lift Wall fastener ' Floor Fastene toenail Wall to Floor a LSTA-18 1 1,235 7-SD9x1.5 7SD9xl.5- lWall to Floor c LSTA-18 1 1,110 1 7-10d I 7-10d ParC#Desc. I Uplift I Wall fastener Floor Fastener I Part#/Desc. I Uplift I Stud fastener Header Fasten, 7. FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING S. ALL OUTLETS TO BE GFCI 9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL. %AiwnnW WP]ruT I nrATlnkl i CITY OF SANFORD Building & Fire Prevention Division FIRE DEPARTMENTSHED / GAZEBO PERMIT GUIDELINES All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: IK Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. ❑ Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value of the project. ❑ Copy of applicable contractor's license issued by the State of Florida (if contractor is applicant). ❑ A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. ❑ Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). ❑ Owner Builder Statement / Affidavit (if owner is applicant). Two (2) site plans indicating proposed location and distances to property line(s). Shed 10'x 12'or less: • Signed and notarized Shed Affidavit ❑ Gazebo 10' x 12' or less: • Two (2) copies of Construction plans (legibly hand -drawn or drafted) indicating in detail how the structure will be built. All framing members and sizes as well as framing connectors must be specified. • Foundation detail — how will gazebo be secured to the foundation Shed or Gazebo greater than 10' x 12' : • Two (2) sets signed and sealed engineered drawings. Wind design data required on drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I buildings. • Completed and signed Statewide Product Approval Specification Form. • Two (2) copies of manufacturer's installation instructions. • Florida State Department of Community Affairs Approved Building. These guidelines were compiled to assist the applicant in preparing a Shed / Gazebo permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Effective: August 1, 2017 CITY OF SANFORD SCHEDULE C: AREA AND DIMENSION REGULATIONS ZONING DISTRICT MAP SYMBOL AREA AND DIMENSION RESIDENTIAL RES/OF COMMERCIAL INDUSTRIAL AGR UNIT OF MEASURE REGULATIONS SR-lAA SR-lA SR-1 SR-2 MR-1 MR-2 MR-3 RMOI RC-1 GC-2 SC-3 RI-1 MI-2 A Min. Parcel Area 10,000 7,500 6,000 43,560 10,000 10,000 10,000 10,000 10,000 10,000 None 10,000 10,000 43,560 Sq. Feet Required q (2) Minimum Parcel 20 20 20 100 35 35 35 35 35 35 None 35 35 20 Feet Frontage on a Street Min. Parcel Width at 85 70 60 100 100 100 100 75 75 None 75 75 100 Feet Building Line (3) Min. Front Yard 25 25 25 30 30 30 30 25 25 None 25 25 35 Feet Requirement (3) (2) Min. Side Yard 10 10 7.5 20 20 20 20 10 20 None 15 15 20 Feet Requirement - (3) Min. Rear Yard 20 20 20 20 20 20 20 20 20 None 20 20 35 Feet Requirement (3) (2) Open Space 50 50 50 50 50 50 50 30 25 25 None 20 20 None % of Parcel Area Maximum Building 35 35 35 35 35 35 35 50 35 50 100 50 50 35 Feet Height (3) (3) (3) Floor Area Ratio NA NA NA NA NA NA NA .35 .35 .35 2.0 .50 .50 NA Floor Area/ Lot Size Minimum Living Area One Family 1,500 1,200 700 700 700 700 Sq. Feet Two Family 700 700 700 700 Sq. Feet Accessory Rear 4 4 4 4 4 4 4 4 4 None 4 4 4 Feet Building Setback (1) (I) (i) (1) (1) (1) (1) (1) (1) (1) (1) (1) Land Use Capability See Schedule J — Landscape, Buffer and Tree Protection Requirements Planned Development See Schedule D — Planned Development Project Regulations Project Requirements (1) Accessory. buildings are not permitted in required front yards or required side yards when such side yard abuts a street. Also, in addition to a building setback of four (4) feet, all accessory buildings which are greater than 15 feet in height shall be set back an additional one (1) foot from the side and rear parcel line for each foot or fractional portion thereof, of height over 15 feet. (2) Except for one -family dwellings, all other uses shall have a minimum required parcel area of five (5) acres, minimum required front yard of 100 feet, minimum required side yard of 50 feet and a minimum required rear yard of 100 feet (3) Building heights may be increased pursuant to Schedule E, section 16.0, D. 4. Ord. No. 4337 C-1 03/23/2015 SECTION 2.0 BASE BUILDING LINE A. Base building lines are hereby established for the streets listed below. B. All base building line requirements and distances shall be measured from the centerline of the existing or proposed street right-of-way unless otherwise provided for by these land development regulations. Where a base building line requirement differs with a minimum front yard requirement of these regulations for a particular use, the greater of the two (2) requirements shall prevail. C. The entire area between the existing street right-of-way line and the base building line shall be deemed a front yard and shall be unoccupied and unobstructed by a portion of the principal building from the finished grade to the sky, or below the finished grade, except where such occupancy, obstruction or encroachment is specifically permitted by these land development regulations. SECTION 2.1 DESIGNATED RIGHT-OF-WAY LINES Designated right-of-way lines are hereby established for the streets specifically listed below. The purpose of the designated right-of-way lines shall be to reserve sufficient space for the future circulation of vehicular traffic and to reduce the undesirable and adverse impact of noise, congestion and related safety hazards associated with the intensified use of land resulting from new growth and development. All designated street right-of-way lines shall be located and measured from the centerline of the existing or proposed street right-of-way. ALL DISTANCES AND LOCATIONS SHALL BE MEASURED FROM THIS SCHEDULE SHALL BE APPLICABLE TO PORTION(S) OF STREET CENTERLINE OF EXISTING LOCATED IN CITY OF SANFORD OR PROPOSED RIGHT-OF-WAY(' BASE BUILDING DESIGNATED NO. NAME FROM TO LINE R-O-W LINE REQUIRED (Feet) (Feet) 1. Eastern Beltway (SR 417) 1-4 Lake Jessup (3) Existing 2. U.S. 17-92 (Orlando Drive) CR 427 Lake Mary Boulevard 140 Existing 3. U.S. 17-92 (Orlando Drive) Lake Mary Boulevard Airport Boulevard 140 Existing 4. U.S. 17-92 (Orlando Drive) Airport Boulevard Park Drive 100 . Existing 5. U.S. 17-92 (French Avenue) Park Drive 1-4 (2) Existing 6. SR 46 West I-4 Persimmon Avenue 175 Existing 7. SR 46 West Persimmon Avenue U.S. 17-92 (3) Existing Ord. No. 4337 C-2 03/23/2015 NO. NAME FROM TO BASE BUILDING LINE REQUIRED (Feet) DESIGNATED R-O-W LINE (Feet) 8. SR 46 East U.S. 17-92 Mellonville Avenue 75 Existing 9. SR 46 East Mellonville Avenue SR 415 100 Existing 10. CR 46A I-4 U.S. 17-92 85 60 i t . CR 427 Sanford Avenue U.S. 17-92 85 60 12. CR 415 (13th Street) French Avenue Mellonville Avenue (2) 40 13. CR 415 (13th Street) Mellonville Avenue Brisson Avenue 75 50 14. Sanford Avenue Seminole Boulevard SR 46 (2) Existing 15. CR 425 (Sanford Avenue) SR 46 East (25th Street) CR 427 (2) 60 16. CR 425 (Sanford Avenue) CR 427 Lake Jessup 85 60 17. Historic Goldsboro Boulevard Southwest Road U.S. 17-92 (2) Existing 18. 27th Street (CR 427A) U.S. 17-92 Sanford Avenue (2) 50 19. Airport Boulevard SR 46 West (1 st Street) Country Club Road 110 60 20. Airport Boulevard Country Club Road U.S. 17-92 110 60 21. Airport Boulevard U.S.17-92 Sanford Avenue 110 60 22. Airport Boulevard Sanford Avenue Mellonville Avenue 75 50 23. Beardall Avenue Kentucky Avenue CR 415 (Celery Avenue) 90 40 24. Brisson Avenue CR 415 (13th Street) SR 46 90 40 25. Central Park Drive Upsala Road SR 46 (2) Existing 26. Country Club Road CR 46A Rantoul Lane 75 50 27. Country Club Road CR 46A Hardy Avenue 60 35 28. Country Club Drive Hardy Avenue 20th Street (2) Existing 29. Florida Avenue Georgia Avenue U.S. 17-92 (2) Existing 30. Georgia Avenue Florida Avenue CR 46A (2) Existing 31. Hidden Lake Drive Airport Boulevard Lake Mary Boulevard (2) Existing 32. Jewett Lane Airport Boulevard Jerry Avenue 80 30 Ord. No. 4337 C-3 03/23/2015 NO. NAME FROM TO BASE BUILDING LINE REQUIRED (Feet) DESIGNATED R-O-W LINE (Feet) 33. Lake Mary Boulevard Country Club Road Sanford Avenue 130 60 34. Lake Mary Boulevard Sanford Avenue Ohio Avenue 100 50 35. Live Oak Boulevard Airport Boulevard 100' South of Wax Myrtle Drive 80 30 36. Live Oak Boulevard Lake Mary Boulevard 100' South of Wax Myrtle Drive 85 35 37. Mangoustine Avenue U.S. 17-92 (Seminole Blvd) 1 st Street (2) Existing 38. Marquette Avenue Ohio Avenue Beardall Avenue 90 40 39. McCracken Road Airport Boulevard Persimmon Avenue 65 40 40. Mellonville Avenue Seminole Boulevard SR 46 East (2) Existing 41. Mellonville Avenue Airport Boulevard Lake Mary Boulevard 90 40 42. Ohio Avenue Onora Road Lake Mary Boulevard (2) 40 43. Old Lake Mary Road Southwest Road CR 46A 60 35 44. Old Lake Mary Road CR 46A Country Club Road 75 50 45. Onora Street Mellonville Road Ohio Avenue 90 40 46. Oregon Avenue CR 46A Rinehart Road 100 50 47. Oregon Avenue Rinehart Road SR 46 120 - - - 48. Park Avenue Seminole Boulevard CR 415 (13 Street) (2) Existing 49. Park Avenue and Park Drive CR 415 (13th Street) U.S. 17-92 (2) Existing 50. Persimmon Avenue CR 415 (Historic Goldsboro Blvd) West 8th Street 50 Existing 51. Persimmon Avenue West 8th Street SR 46 West (First Street) 65 Existing 52, Pine Way Sanford Avenue Sipes Avenue 90 40 53. Rinehart Road CR 46A SR 46 120 70 54. Seminole Boulevard French Avenue Mellonville Avenue Existing 55. Southwest Road Country Club Road 13th Street 60 35 56. Terwilliger Lane SR 46 West (First Street) U.S. 17-92 (Seminole Blvd) 55 30 57. Upsala Road SR 46 West SR 46A 75 50 NOTES: (1) Except as noted. (2) The Base Building Line shall be twenty-five (25) feet as measured from the right-of-way line. (3) The Base Building Line shall be fifty (50) feet as measured from the right-of-way line. Ord. No. 4337 C-4 03/23/2015 SECTION 3.0 SPECIAL LAKE MONROE BUILDING SETBACKS Structures that abut U.S. Highway 17 & 92 and/or Seminole Boulevard — excluding those areas that are East of French Avenue (U.S. Highway 17 & 92) — where those streets are adjacent to Lake Monroe shall comply with the following requirements: A. The lakeside parcel line shall be that boundary line of any parcel that abuts the southerly right-of-way line of U.S. Highway 17 & 92 and/or Seminole Boulevard where the north side of such streets abut Lake Monroe and/or the sea wall adjacent to Lake Monroe. The minimum building setback from the lakeside parcel line shall be 35 feet. At least 75 percent of the parcel area located within the minimum lakeside building setback shall be maintained as open space other than that provided in vehicular circulation and off- street parking area. B. The relationship between the maximum building height and the maximum building area for all parcel area within 100 feet of the lakeside parcel line shall be as follows: Maximum Building Height In Feet Up to 35 36 - 50 51 - 65 66 - 80 81 - 95 96 or more Ord. No. 4337 03/23/2015 C-5 Maximum Building Area M of Parcel Area) 25 20 15 10 5 0 ��� n. , � �. �� , jj- I'�%' ,�- ' - - '�_- �- ^'