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Home My WebLink About1120 E 11 Stri yyarn rF.•. `„•n 1 s fx.�;vsv C� t # Ir r .g• Y } 2'T a R~ F 1 ��1M' ; •� ,. a� +�,. Y. ; :,... d r t h i” fir.. �l J•arl (^ R ver.). O, 1} � ••�: "i�`�.�.,• yr "�t Y h� ` �.r ,� !^,� J` q� !, h+ • f•. L : n Srr''"i vF' s h . �Z , .T �dl"�•� ,i .. t... . , t� ?pry Cha F Y j• VC ICATION Permit Date b -Address• 6'. (pescriptionrof•Work: R Historic District: n I Zoning: �vp�.,9rMIt:Type: Building --V— Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQl.. llslecti'Ical: New Service – # of AMPS Addition/Alteration CC Change of Service Tempor*y Pole M�echaairryal: Residential Non -Residential Replacement New (Duct Layout & Energy CaIFF Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plum ing/New Residential: # ofnater Closets Plumbing Repair– Residential or Commercial Occu ancy Type: Residential Commercial Industrial Total Square Footage: 1 3 0 ' loostr�olt Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #:,�?Z> "•/ f .- 3/ -J-dl — o i o a — V o 7 l7 (Attach Proof of Ownership & Legal Description) dress�er 9'r`�'- 7Vi 07 Contractor Name &'Address: State License Number: Phone &Fax: / o Conta Merson: e.a�, n 4rlLtt..s0../ Shane —bio 330 —3 79 Bonding Company: Address: Mortgage Lender: _ Address: Architect/Engineer: Phone: Address: 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 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 YOUR PAYING 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 agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the properly of the requirements of Florida Lien Law, FS 713. atttre.o /Agent 0r ZEZ� Signature of Contractor/Agent Date lie o -A !Ag`Cntis Name Print Contractor Agent's Name S* ature of Notary -Slate of Flonda ature of Koury -State of Florida Date JL'AKOt (� mi4RC1LD of lorldo Owner/Agent is _ Personall, Known to h�YCcxnnntsv •'• v.troApr rl ; is _ Personalis Known to Me or Produced ID COrrmIsSNJn sr QDj9jW9cc; J APPLICATION APPROVED BY: Bldg: OS Zoning: r Initial & Datc) Spccia! Condkiuns: FD: (Ir>;ImI —&D. —03 CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT ELECTRICAL & FIRE ALARM SYSTEMS An owner of property making application for permit, supervising, and doing the work in connection with the construction, maintenance, repair, and alteration of and addition to a single-family or duplex residence for his or her own use and occupancy and not intended for sale or an owner of property when acting as his or her own electrical contractor and providing all material supervision himself or herself, when building or improving a farm outbuilding or a single-family or duplex residence on such property for the occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial building with aggregate construction posts of under $25,000 on such property for the occupancy or use of such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale or lease, or offering for sale or lease, of more than one such structure by the owner -builder within 1 year after completion of same is prima facie evidence that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by such owner and who acts in the capacity of a contractor. For the purpose of this subsection, the term "owner of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner shall personally appear and sign the building permit application. State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction cots of which are under $25,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within 1 year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. I. C==7 . do hereby state that I am qualified and capable of performing the requested construction involved with the permit application tiled. 1 will assume full responsibility as an Ovmer/Builder Contractor, and xvill personally supervise all work allowed by law on the permitted structure. aaa yneF aii er--Signature =Dates Pr t- u FdBuiider Dame JUANITA G HAROLD Si afore of Notary -State of Florida Date ((( glory r''I'�'' s'e or Fl)*ddo YCaiui esu r' W"' Apr 11.21]07 �Personally CummissWn # DD199Ja9 Owner is Knoxvn to Me or has Produced ID CITY OF SANFORD BUILDING -DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such w structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify fof exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that: you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I,- n4_ , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. 1167P " �- MuuILI'S = fl -03 0&3 `1d=Signature D i�� 14Ea!?FRz[j,& fi 11d9Z��ui diWame JUANITA G HAROLD qiature of Notary—State of Florida Date ; �=Notoi� „r,pc�,,,,t of Ffonde 'WAur11.20D? Commission # DDT "JI Owner is Personally Known to Me or has Produced ID TMC PLANS ARE REVIEWEp AND PTSD FOR PERMIT, q PERMIT ISSUEDDg qBE GON9TRUED TO BE A LICENSE TO PROCEED WITH TME WORK AND NOT AS AUTHORITY T t CANCEL, ALTER OR SET ABIDE ANY PROV1510Ng OF O VIOLATE, { ISSUANCE OF A ME TE`•HNICAL CODES, OF THE DEPT.FROM imgpEAFMTIER THE REOUN NG NOR G TION OF ERRORS E BUI OR•OTMgR VIOLATIONS OF PLANS •' CON DNS CODE I ' °off, *S -NOTED' l ERMIT-#oi-al .1 MA Cbr mme 104 34- VERTICAL REINFORCEMENT SPACING GUIDE TO CONCRETE MASONRY RESIDENTIAL CONSTRUCTION IN HIGH WIND AREAS, 1997 100.3 MAXIMUM SPACING OF #5 BAR IN Fl= CELLS COUNG HEIGHT BOND BEAM Q SPAN 0'-20' SPAN >20' TO 30' SPAN >30, TO W A 12'-0' 12'-0' 10'-0' 8'-0' OR LESS B 12'-0' 12'-0' 12'-0' A 10'-8' 10'-8' 10'-0' 8'-8' B 10'-8' 10'-8' 10'-8' A 8'-8' 8'-8' 8'-8' 9'-4' B 8'-8' 8'-8' 8'-8' A 8'-0' 8'-0' 8'-0' 10'-0' B 81-01 8'- 0' 81-01 NOTE: 1. PROVIDE ONE #5 BAR IN GROUTED CELL AT ALL WALL CORNERS AND INTERSECTIONS. 2. PROVIDE 1 #5 BAR IN GROUTED CELL AT EACH SIDE OF OPENINGS WIDER THAN 6'-0' AND AT EACH END OF SHEARWALL SEGMENTS. PROVIDE 2 #5 BARS ON EACH SIDE OF OPENINGS WIDER THAN 12'-0'. 3. PROVIDE ONE #5 BAR IN GROUTED CELL AT ALL LOCATIONS WHERE GIRDERS OR GIRDER TRUSSES BEAR ON THE MASONRY WALL. 4. REDISTRIBUTE VERTICAL REINFORCEMENT ABOVE OPENINGS TO EACH SIDE OF OPENING. PROVIDE '/2 OF THE REINFORCEMENT INTERRUPTED BY THE OPENING OR THE AMOUNT REQUIRED IN NOTE 2, WHICHEVER IS GREATER, ON EACH SIDE OF THE OPENING. 5. SEE PG. 1.11 FOR DESCRIPTION OF BOND BEAM TYPES 'A' AND 'B'. GUIDE TO CONCRETE MASONRY RESIDENTIAL CONSTRUCTION IN HIGH WIND AREAS, 1997 100.3 LINTEL SCHEDULE LINTEL SCHEDULE 4� wavasoo " �OOF LINVTEI` ol lZ LEAR/..- ;OPENING DT TRUSS//RECASTa VZ//SPAN // LOAD (PLF)'�i%� A As NRi/ / /. CAST IN. j,' 'r ; 0' JO 20' 650 A2 F >20' TO 30' 875 A2 G >30' TO 40' 1,100 A2 �//'%'/ 0' TO 20' 650 82 G 3'-0' TO 1 41 M. >20' TO 30' >30' TO 40' 875 1,100 B2 62 G H OR K 0' TO 20' 650 83 H OR K >6'-0' TO 9'-0' >20' TO 30' >30' TO 40' 875 1,100 C C2 H OR K J OR K -A 0' TO 20' 650 C2 H OR K > 9, - 0, TO 12'-0'%% >20' TO 30' 875 C2 J OR L >30' TO 40' 1,100 D L 0' TO 20' 650 D J OR L /.>I 2'-0' TO 15'-0 >20' TO 30' 875 D L Vx.>30' TO 40' 1,100 D2 M /• 0' TO 20' 650 D L j/%'875 j>15'-0' TO' 181: 0 '//%%/// >20' To 30' >30' TO 40' 1,100 E E M M NOTE: 1. MUST MAINTAIN CONTINUITY OF BOND BEAM AT TOP OF WALL. 2. IF MASONRY OPENING EXCEEDS SCHEDULED VERTICAL REINFORCEMENT SPACING, THEN LINTEL, BOND BEAM AND WALL ABOVE OPENING SHALL BE FILLED SOLID OVER OPENING WIDTH. 3. RATED CAPACITY OF PRECAST LINTEL BY ITSELF OR THROUGH COMPOSITE ACTION WITH OTHER ELEMENTS. GUIDE TO CONCRETE MASONRY RESIDENTIAL CONSTRUCTION IN HIGH WIND AREAS. 1997 100.10 LINTEL TYPES - 8x8 MASONRY LINTEL W/145 BOTTOM , FILLED SOLID WITH GROUT 'A2' ; . 8x32 MASONRY LINTEL W/2#5 BOTTOM FILLED SOLID WITH GROUT 8x16 MASONRY LIN r -L W/1#5 BOTTOM ' - FILLED SOLID WITH GROUT - - 'B2' ;• 8x16 MASONRY LINTEL W/2#5 BOTTOM FILLED SOLID WITH GROUT .--= i• • �'.- 802 MASONRY LINTEL W/3#5 BOTTOM ":•." FILLED SOLID WITH GROUT 8x24 MASONRY LINTr-L W/1#5 BOTTOM T2' FILLED SOLID WITH GROUT • 8x40 MASONRY LINTEL W/3#5 8070M FILLED SOLID WITH GROUT 7 8x24 MASONRY LINTEL W/2#5 BOTTOM ' FILLED SOLID WITH GROUT .• • ••• 'C2' 'E, GUIDE TO CONCRETE MASONRY RESIDENTIAL CONSTRUCTION IN HIGH WIND AREAS. 1997 100.8 L W Z Q m STANDARD HOOK uj to W Z W BOND BEAM o VERT. REINF. IN GROUTED CELL EMBED 5' FOR Z 8' DEEP FOOTING, I CLEANOUT REQ'D 6' MIN. FOR ALL a I:�' FOR GROUT LIFT OTHER FOOTINGS >5 FT. FOOTING — REINFORCING 3' MIN. COVER STANDARD HOOK GUIDE TO CONCRETE MASONRY RESIDENTIAL CONSTRUCTION IN HIGH WIND AREAS. 1997 100.2 MASONRY — CHAPTER 2 sion in coastal areas,as determined by the building official, shall be stainless steel, hot dipped galvanized after the fastener or connector is fabricated to form a zinc coating not less than 1 oz per sq ft, or hot dipped galvanized with a minimum coating of 1.8 oz per sq ft of steel meeting the requirements of ASTM A90 (Triple Spot Test). 202.2 MASONRY WORK, GENERAL 202.2.1 All mortar joints for hollow unit masonry shall extend the full width of face shells. Mortar joints for solid masonry shall be full head and bed joints. 202.2.2 Bed joints shall be 3/8 inch (t 1/8 inch) thick. Head joints shall be 3/8 in (+ 3/8 inch or inch) thick. 202.2.3 The bed joint of the starting course placed over footings shall be permitted to vary in thickness from a mini - 202.2.3 mum of 1/4 inch to a maximum of 3/4 inch. 202.2.4 Masonry walls shall be running bond or stack bond construction. When masonry units are laid in stack bond, 9 -gage (minimum) horizontal joint reinforcement, in addition to required vertical reinforcement, shall be placed in bed joints at not more than 16 inches on center. 11 be fully embedded in mortar or grout 202.2.5 Longitudinal wires of joinr eathee 5/8 inch when exposed to earth orand 1/2 inch a minimum cover of ch when not exposed to earth or weather. 202.3 REINFORCING STEEL, GENERAL 202.3.1 Reinforcing steel shall be No. 5 bars. EXCEPTION: Where two No. 5 bars are required within the same grouted masonry cell or bond beam, one No. 7 bar may be substituted. 202.3.2 When two bars are required in the same cell or bond beam, they may be bundled. 202.3.3 Splices shall be lap splices. 1. Noncontact lap splices may be used provided reinforcing bars are not spaced farther apart than 5 inches for No. 5 bars and 7 inches for No. 7 bars. 2. Splice lengths for Grade 40 steel shall be a minimum of 25 inches for No. 5 bars and 35 inches for No. 7 bars or ade l may be bar . Splicers)f a No. 5 barn with one No.l is substituted 7 bar shallfbe arminim0um offl, the lap lengths for 25 inches, and two No 5e 40 bars with one be used. Splices o No. 7 bar shall be a minimum of 35 inches. 202.3.4 Reinforcement may be bent in the shop or in the field provided: 1. All reinforcement shall be bent cold; 2. The diameter of the bend, measured on the inside of the bar, is not less than six -bar diameters; and 3. Reinforcement partially embedded in concrete shall not be field bent. EXCEPTION) Wherepermitted ermit bending to be bent atary to a slopelgn dowel of not more ars than1th a vertical embedded 1 i ch ofhor iontal d splace entto 6 inchesnches concrete shall be pe of vertical bar length. 202.4 COVER OVER REINFORCING STEEL 202.4.1 For foundations, minimum concrete cover over reinforcing bars shall be: 3 inches in foundations where the concrete is cast against and permanently in contact with the earth; or, 1 1/2 inches for No. 5 and smaller bars and 2 inches for No. 6 and larger bars where concrete is formed and will be exposed to the earth or weather. In narrow footings where insufficient width is available to accommodate a stan- dard 90 -degree hook and provide the required concrete cover, the hook shall be rotated in the horizontal direction until the required concrete cover is achieved. r, the minimum concrete cover for reinforcing shall be 1 1/2 inches 202.4.2 Where concrete is not exposed to weathe regardless of bar size. 202.4.3 Where concrete is exposed to weather, the minimum concrete cover for reinforcing shall be: 1. 1 1/2 inches for No. 5 bars and smaller, 2. 2 inches for No. 6 bars and larger. 202.4.4 Reinforcing bars embedded in grouted masonry cells shall have a minimum clear distance of 1/4 inch for fine grout or 1/2 inch for coarse grout between reinforcing bars and any face of a cell. 202.4.5 Reinforcing bars used in masonry walls shall have a masonry cover (including grout) of not less than 1. 2 inches for masonry units with face exposed to earth or weather. 2. 1 1/2 inch for masonry units not exposed to earth or weather. 202.5 CLEANOUT OPENINGS 202.5.1 Cleanout openings shall be provided for cells containing spliced reinforcement when the grout pour exceeds 5 feet in height. EXCEPTION: Cleanout openings are not required in cells containing vertical reinforcement where footing dowels are not required by 203.3:1, provided vertical wall reinforcement from above reaches within 12 inches of the floor slab below. 16 1997 SBCCI Standard for Hurricane Resistant Residential Construction 'MASONRY - CHAPTER 2 205.3 VERTICAL REINFORCEMENT .r 205.3.1 Corners: One No. 5 bar shall be provided in each corner, including interior corners and corners created by changes in wall direction or offsetting of walls such as at projected bays and inset porches. 205.3.2 Openings 205.3.2.1 Concrete Walls: One No. 5 bar shall be provided on each side of openings wider than 12 inches. 205.3.2.2 Masonry Walls: One No. 5 bar shall be provided on each side of openings wider than 6 feet. Two No. 5 bars or one No. 7 bar are required on each side of openings wider than 12 feet in buildings in 110 mph zones and in buildings wider than 40 feet in 100 mph zones. 205.3.3 Girders: One No. 5 bar shall be provided at all locations where girders or girder trusses bear on masonry walls. 205.3.4 Shearwalls: Vertical reinforcement shall be provided at the ends of each shearwall segment in accordance with Section 205.5.5,of,this standard. 205.3.5 Spacing of Vertical Reinforcement: Vertical reinforcement shall be provided for the design windspeed specified in Table 205C or 205D as applicable. 1. For spacing of reinforcement at continuous gable endwalls, (See 205.4). 2. Reinforcement shall not be required to be spaced closer than 4 ft on center. 3. Vertical reinforcement used in conjunction with precast bond beams shall be spaced the same as for masonry bond beams unless other spacing is substantiated by the beam manufacturer and approved by the building official and shall hook into the precast beam in accordance with 205.7. TABLE 205C 4,5,6 SINGLE -STORY VERTICAL WALL REINFORCEMENT SPACING AND BOND BEAM REQUIREMENTS 205.3.6 Duplication: Reinforcing steel requirements are not additive. A single reinforcing bar may fulfill more than one requirement. For example, a single bar will satisfy the requirements for a bar at the side of an opening which occurs at the same location as a bar required by Tables 205C and 205D. In all cases, the most stringent require- ments shall be applied. 205.3.7 Wall Reinforcement Summary: See Figure 205N. 205.3.8 Connection: For information regarding the connection of vertical wall reinforcing to footings and bond bearns (See 205.7). 26 1997 SBCCI Standard for Hurricane Resistant Residential ConstructionO 90 mph 100 mph 110 mph Building Width 24' 36' 44' 52' 60' 24' 36' 44' 52' 60' 24' 36' 44' 52' 60' Bond Beam Ht. Cslling Hslght Maximum Well Reinforcing Steel Spacing, ft. 6" Concrete or Masonry 8' 8' 101 8 8 62 62 81 62 42 42 42 6 42 42 43 43 10' 81 6 62 62 42 6 62 4 4 43 4 42 42 43 43 12' 8 101 101 101 101.2 101.2 81 81 81.2 81.2 81,2 e1 81.2 62 g2 6? d 15' 10' 81 81 62 62 62 6 62 62 62 42 4 42 42 42 43 8" Concrete or Masonry 8' 12 8 82 62 62 8 92 '2 63 63 82 62 42 42 »2 10' 10 8 82 62 63 8 62 62 63 43 62 62 43 43 43 8' 12' 8 82 62 62 62 64.2 62 63 63 43 46.2 49.2 43 43 43 16' 4a,3 4a,3 40 40 4a.3 44.2 46.3 49.3 43 43 44.2 40.3 49.3 NP NP 20' 42 42 43 43 NP NP NP NP NP NP NP NP NP NP NP 12' 8' 329 180 1892 189.2 169.2 18h 16h 1411.2 14h,2 12h,2 t01 101.2 101.2 8c.3 8c 3 d 16' 10' 121 10c 10c,2 10c.2 10c,2 80 e0 8c,2 8c,2 8c.3 8c.2 69.0.2 68.0.2 68.3 6a.3 12' 84.0 ea.d.2 e4,d,2 ea,d.2 ea,d,3 6a,d 694.2 6a.d.2 644.3 64.0.3 0.2 40.2 40.3 40.3 4a 3 16' 44 40 44.2 44,2 48,2 49,2 49.2 44,2 49.3 43 1 40,2 40.3 46.3 40.3 NP 20' 40.2 40.2 40.3 40.3 40.3 NP NP NP NP NP I NP NP NP NP NP 205.3.6 Duplication: Reinforcing steel requirements are not additive. A single reinforcing bar may fulfill more than one requirement. For example, a single bar will satisfy the requirements for a bar at the side of an opening which occurs at the same location as a bar required by Tables 205C and 205D. In all cases, the most stringent require- ments shall be applied. 205.3.7 Wall Reinforcement Summary: See Figure 205N. 205.3.8 Connection: For information regarding the connection of vertical wall reinforcing to footings and bond bearns (See 205.7). 26 1997 SBCCI Standard for Hurricane Resistant Residential ConstructionO