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Home My WebLink About2010 French Ave 12-1328 HVACu N,Tt Y ate-( N PAPJ Cs C&&4 -- n (s Ff CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 00 Application No: / Documented Construction Value: $ 6:5_70 J Job Address: h>% h �� A V 2. Historic District: Yes ❑ No ❑ Parcel ID: _ Zoning: Description of Work: -TN 7 a // A/e- Plan Review Contact Person: Title: Phone: Fax: E -mail: Property Owner Information Name CO.5 h o dd _rce , Phone: Street: City, State Zip: Resident of property? : Contractor Information Name -t,?, m E 5 fi, (,j to K e T Phone: - Street: Fax: City, State Zip: ' Q& L;/ r F�_ 02) Z 71 3 State License No.: CA G 0143576 Architect/Engineer Information Name: i Street: City, St, Zip: Bonding Company: Address: :> : . Building Permit- ❑ Square Footage: No. of Dwelling Units: Electrical ❑ Phone: Fax: E -mail: Mortgage Lender: Address: Flood Zone: New Service - No. of AMPS: Mechanical EI (Duct layout required for new systems) � 3 � Plumbing ❑ No. of Stories: New Construction - No. of Fixtures: Fire Sprinkler /Alarm ❑ No. of heads: C' IIN I P EFIN IT # /'2 _ /jZ 9 1509.3.2 Location. Such tanks shall not be placed over or near a line of stairs or an elevator shaft, unless there is a solid roof or floor underneath the tank. 1509.3.3 Tank cover. Unenclosed roof tanks shall have covers sloping toward the outer edges. 1509.4 Cooling towers. Cooling towers in excess of 250 square feet (23.2 m) in base area or in excess of 15 feet (4572 mm) high where located on building roofs more than 50 feet (15 240 mm) high shall be of noncombustible construction. Cooling towers shall not exceed one -third of the supporting roof area. Exception: Drip boards and the enclosing construction of wood not less than 1 inch (25 rnm) nominal thickness, pro- vided the wood is covered on the exterior of the tower with noncombustible material. 1509.5 Towers, spires, domes and cupolas. Any tower, spire, dome or cupola shall be of a type of construction not less in fire- resistance rating than required for the building to which it is attached, except that any such tower, spire, dome or cupola that exceeds 85 feet (25 908 mm� in height above grade plane, exceeds 200 square feet (18.6 in ) in horizontal area or is used for any purpose other than a belfry or an architectural embel- lishment shall be constructed of and supported on Type I or II construction. 1509.5.1 Noncombustible construction required. Any tower, spire, dome or cupola that exceeds 60 feet (18 288) in height above the highest point at which it comes in contact with the roof, or that exceeds 200 square feet (18.6 m2) in area at any horizontal section, or which is intended to be used for any purpose other than a belfry or architectural embellishment, shall be entirely constructed of and sup- ported by noncombustible materials. Such structures shall be separated from the building below by construction hav- ing a fire - resistance rating of not less than 1.5 hours with openings protected with a minimum 1.5 -hour fire- protec- tion rating. Structures, except aerial supports 12 feet (3658 nun) high or less, flagpoles, water tanks and cooling towers, placed above the roof of any building more than 50 feet (15 240 mm) in height, shall be of noncombustible material and shall be supported by construction of noncombustible mate- rial. 1509.5.2 Towers and spires. Towers and spires where enclosed shall have exterior walls as required for the build- ing to which they are attached. The roof covering of spires shall be of a class of roof covering as required for the main roof of the rest of the structure. 1509.6 Equipment and appliances on roofs or elevated structures. Where equipment and appliances requiring access are installed on roofs or elevated structures at a height exceed- ing 16 feet (4877 mm), such access shall be provided by a per- manent approved means of access, the extent of which shall be from grade or floor level to the equipment and appliances' level service space. Such access shall not require climbing over obstructions greater than 30 inches (762 mm) high or walking on roofs having a slope greater than 4 units vertical in 12 units horizontal (33- percent slope). ROOF ASSEMBLIES AND ROOFTOP STRUCTURES OFFICE Permanent ladders installed to provide the required access shall comply with the following minimum design criteria: 1. The side railing shall extend above the parapet or roof edge not less than 30 inches (762 nun). 2. Ladders shall have rung spacing not to exceed 14 inches (356 mm) on center. 3. Ladders shall have a toe spacing not less than 6 inches (152 mm) deep. 4. There shall be a minimum of 18 inches (457 mm) between rails. 5. Rungs shall have a minimum 0.75 -inch (19 mm) diame- ter and be capable of withstanding a 300 -pound (136.1 kg) load. 6. Ladders over 30 feet (9144 mm) in height shall be pro- vided with offset sections and landings capable of with- standing 100 pounds (488.2 kg /m2) per square foot. 7. Ladders shall be protected against corrosion by approved means. Catwalks installed to provide the required access shall be not less than 24 inches (6 10 mm) wide and shall have railings as required for service platforms. Exception: This section shall not apply to Group R -3 occu- pancies. 1509.7 Mechanical units. Roof mounted mechanical units shall be mounted on curbs raised a minimum of 8 inches (203 mm) above the roof surface, or where roofmg materials extend beneath the unit, on raised equipment supports providing a minimum clearance height in accordance with Table 1509.7. TABLE 1509.7 CLEARANCE BELOW RAISED ROOF MOUNTED MECHANICAL UNITS WIDTH OF MECHANICAL UNIT (inches) SURFACES (inches) <24 14 24 < 36 18 36 < 48 24 48 < 60 30 > 60 48 For SI: 1 inch = 25.4 mm. SECTION 1510 REROOFING 1510.1 General. Materials and methods of application used for recovering or replacing an existing roof covering shall comply with the requirements of Chapter 15. Exception: Reroofing shall not be required to meet the min- imum design slope requirement of one - quarter unit vertical in 12 units horizontal (2- percent slope) in Section 1507 for roofs that provide positive roof drainage. 1510.2 Structural and construction loads. Structural roof components shall be capable of supporting the roof - covering 2007 FLORIDA BUILDING CODE — BUILDING 15.13 S'%NFOFO qUjt_DjNG AND GONDITIO -0 U- es. wiloNeo C5 k VFRt%qIT IS51j� -ED 'Or -CI.AESS PLAITS Aip"EF-RMIT. A F�'Jst TO PRO \JjOL-AcE- ':D Fop, C -T*� TO Ofr -TWi ArCEPT- -, TO 'aF A AUTHOF'I 1,( 'OT 1\5 A OF AN -I- CONS-TRum N S OR Sv4AL 1, o vjOR 1 5 C-IF CODES, q'jjNG TV E`G r'l--f Ell vo OFRsc;- o\JISIGN ujT'IN'G A �UG-flvk PC, S-- 'r-F ON I R SUAN- - T, OP. C; A) o4- Vt-," C-f' kNI tt uj 6 PA k e,-' (-l-) LA) iQ RL A /b r',F L A-b-D 11 E I z i SANFORD BUILDING DEPT, THESE PLANS ARE REVIEWED AND CONDITIONALLY rOR PERMIT. A PER {�i1TrO PROCEED WITH ACCEPTED - A LICENSE VIOLATE. CONSTRUED TO B= ANY OF THE THE 'vY0 oY AND i`1OT FMS AUTHORITY TO ALTER, OR SET ASIDE SHALL ni CEL c�-f ,,,IICAL CODES, I�GR C' BUILDING PrOVISIO� 15 Oi' '' C T- A PERNIIT PREVEf 1T THE CORREC ISSU:'.NCE OF REQUIRING A DEPT FROM T�;EREAFTER TICN OF ERRor ON THE PLANS. CONSTRUGTIQ OR OTHER VIOLATIONS OF THE a A SANFOV,Zo BUILDING 05 CONoIT,0r4AL1 _y ,,FZF RF\IIE\NF-0 AND SUED s0ALl- BF- -rHESE PLANS PERMIT :,rRmv r 15 RorFso VJITH ACCEPTED FOR. — , -,0 , TO VIOLP'TE, AC RUE[:) -ro BE AU-VHORIry THE CONST ,t,,jD NO-r AS AlIoF %NY OF -rog vVORK , c I NOR SHALL SE I- AL F3UILDING S L L--r F CANC -",E TECHNICAL ECHN ,ORFZF-G VISION -:W, I - -t PRE" A Ljc;-rloN PRO A PE I- F F, R REQUIRING 0 STR I Cs S U "%Nc I.FTE S. HEPE FROM HE PLANS, Es ON OF ERROR`' O"Is of, -1 HE PITIO' OR 0-1 HER LA I. Ile bl it 4- Y� e.