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HomeMy WebLinkAbout807 Rosalia Dr (2)Permit # : W 1 --X V Job Addr1:ss: 9S0-i .!, l r •. Description of Work. f— Historic Vistrict: Zoning: CITY OF SANFORD PERMIT APPLICATION value us vvorrt: FEB 14 Z006 Permit T, pe: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanic II: 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 /_ Commercial Industrial Total Square Footage: Construct ion Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 41- in I)b-1`M)L3 Owners Name & Address:1DDr-n-%tt _ Contractor Name & Address: {W:i5rArA1-Q_ C iP•Pl/1 E FR' Phone & F.tx: `III Bonding Ct,mpany: Address: Mortgage Lender: Address: Architect/ Engineer: Address: Contact Person: i Proof of Ownership & Legal Description) r n _fir. Phone: ` It3 1 ' LOn'YS State License Phone: 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:t 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 4FFIDAVIT: 1 certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable 1aws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FO:t IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: It 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 34kMitus verification that I will notify the owner of the property of the requir ments of Florida Lien Law, FS 713. 5 ionah re n (iwner/A nt // d n. t Ciomwrr nfrnntrart r/Avant i)ate F riot er/Agar s ame Print tractor/Ag is Na E (J n// 6 ignature of Notary to of F rid Datc U Signature of Notary- to o to ' a Date C wner/Agent is— Personally Known to r e Contractor/Agent is Personally Know t.Me r Produced ID s /1oi--J _ Produced ID r,, s APPLICATION APPROVED BY: Bldg: 04 Zoni 6 litics: ' FD: Initial & Date) V 4115.1aDate) (Initial & Date)" Ini & D e pccial Conditions: / a Becky Rapers _1' , BeckY. Ropers P pdy Cornmisakx DD180133 My Commission DDISO133 Expires February 14, 2007 ") wl Expires February 14, 2007 DATE: I hereby name and appoint _ ,r't Of Affordable Screen & Patio. inc. to be my lawful Attorney-Iri-Fact to act for me and apply to the Building Department for a permit for work to•be performed at ajo.cation described as: Parcel ID # wa I. 04-1.d00-i'r744 Lot tj Block _ Subdivision:n Address of .Job) SS° r rrn P Owner of Property & ;address) and to sigm my name and do all things necessary to this appointment Type and print name of C ed Contractor Si ' n- ure of Certified Contractor. 7 NY ackno r]ed<-led before'me this lUyTheforegoinginstrumentas who persoinally known to mz; vno produced as identification'and who not takz an oat . State of Florida County of Oranbc" rotary Signature i. 40 Becky Ropers MY COin n"bn DD78M Sea 1) a w E*m February 14, 2W7 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 28 1? °1DAYIDJOH}750M. CFA,A$A 11220 9'Q 1 12.0 12 3 d 51j 7 rj 10_1213 PROPERTY Ro AUA oa APPRAISER o 10 4 1,) 4 6 e , f SEMINOLE COUNTY FL 12_, 1.0 3.0 4.0-6.0 8.0 9.0-12.0 1101 E.F)RSTST 13_1 24' iT-26.I a ii j1 2Q;-13SANFORD, FL32771.14 384A7-665-7 ld1 12, 2_2L2 2i_21_3 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-508-1800-0040 Number of Buildings: 1 Owner: BRAZZELL DOROTHY S Depreciated Bldg Value: $76,107 Mailing Address: 807 ROSALIA DR Depreciated EXFT Value: $1,245 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $14.648 Property Address: 807 ROSALIA DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: SAN LANTA 2ND SEC Just/Market Value: $92,000 Tax District: S1-SANFORD Assessed Value (SOH): $69,098 Exemptions: 00-HOMESTEAD Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $44,098 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $1,240 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $715 WARRANTY DEED 11/2001 04305 0486 $77,000 Improved Yes Save Our Homes (SOH) Savings: $525 2005 Taxable Value: $42,085 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage DeLand Unit Land pth PLATS: Pick... Method Units Price Value LEG E 39 FT OF LOT 4 + W 24 FT OF LOT 5 FRONT FOOT & 63 124 .000 250.00 $14,648 LESS S 12 FT FOR ALLEY) BLK 18 DEPTH 2ND SEC SAN LANTA PB 4 PG 40 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE 1954 6 1,128 1,624 1,512 SIDING AVG $76,107 $112,751 FAMILY Appendage / Sgft UTILITY FINISHED / 112 Appendage / Sgft BASE / 384 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1979 1 $600 $1,500 WOOD UTILITY BLDG 1980 120 $288 $720 ALUM SCREEN PORCH W/CONC FL 1985 105 $357 $893 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http:// www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=31193150818000040... 2/3/2006 iutiltllttt at ut at tt tta ttu l Permit Number Parcel IdenUficatton Number3l 1 q- 1 - n .lf,n(j. Prepared by: Ran n • R nA :, iI , P on © d Return to: 1-- cmr weocll NOTICE OF COMMENCEMENT MANYMW M IRWi EXEW OF CIk-WIT i t"163tT SEMINOLE tUl'rri'Y BK obl:t) F'g .0841; tlpg). CLERK' S *1 E'W&0EA 0E,& RECUMU 0J0 /ctl 14X09:25:41 AM F& WIt11IN6 F&S 1 ok) RECiftUi BY t holden CWF0 COR stag:: of Fl or 8 FEB .14 2006 Cou my of The u:idersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance withChapter713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of prope (legal- description of the property, and street address if ava' ble) C39r7+ o- 10- + 63a4 F+ o4p Lo 5 g0-7 ) Cosa i lip d51aK+eK- 11') BIK l SrS Cn I C c BPGyO 2. ieneract"escription of im rovemen s) Pourrin11' (`i ' e 1 fit'/z X `i ' Sb 'Bu4 W'T 19'lt 9 -7Sr-re er 2mr, wherej000a 6eCL togs. L.+sol, vu>n Roes. 3. OwnerinformationNamecbOl' RosaXicf Telephone Number yb?-(rp'$•'(n lp Addressi` , 1 Fax Number Interest in Property: 4. Fee SimpleTitleHolder (if other than owner shown above) Name Telephone Number Address C4--`CYO i ' Fax Number 5. Contractor Name : p, ' oa L 5 , j 5 oZ Telephone Number I-10-7- -3 ' i 10 C? Address 1, onsuzo od I I . 3a 5 a Fax Number L4 01 _ 33a 0 a-7I 6. Surety (if any) Name Telephone Number Address Fax Number - Amount of bond $ 7. Lender (if any). Name Telephone Number Address Fax Number 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 a different date is specified): D Cp & Do2YlU / 6M 212 Date Signed Signature of Crwner Note: p fl13.13'(1)(g), "owne must sign ...and no one else may be permitted to sign in his or her stead." Swom to and subscribed before me this ,day of IriL±0, by ; who N personally known to me OR as idt! ntification. ROR PM n pD1 1 Signature of No (not i s al to appear below) Niidr Expires February 14. 2007 Form I evlged. 12/00 for 19 to 20 11/'17/2001 10:55 4073249661 PAGE 0 z k PROPERTY CESCRIPTION (AS PROVIDED BY CLIENT): THE EAST39 FEET OF LOT 4 AND THE WEST 24 FEET OF LOT 5, E.LOCK i8, LESS THE SOUTH 12 FEET THEREOF WHCH IS RESERVED FOR ALLEY PURPOSES, SAN LANTA, SECI)ND SECTION, ACCORDING TO T[IE PLAT THEREOF AS RECORDED IN PLAT B00K 4, PACE(S) 38400" TF E PUBLIC RECORDS OF SEMINOL E COUNTY, FLORiCA. ROSALIA_ AVE. _ 80' R/W) N90'00'00'W 63.00' WALK I LOT 6 P I fV UT 1 PART Of I I4 ` PART OF j LO F 4 — /Fm--us LOT 5 3LO(K 18 BLOCK 18 NCT IN :LUDED) i , (NOT INCLUDED) ` 1 OW I I Q 3 1 pSETI 1 OFF l O 0—p—. O liY,7 CAP 22 N90 00'00'W 163,00' On SE7 1/CIji, x CAP AELEY (OPEN) h5547 1 LO ' 23 I LOT 24 ( LOT 25 3 ' z tt, AND: CONCRETE O - SET 1/2* REBAR & CAP PSM p 5557 6) = FOVNO PROPERTY CORNER O FOUND 4' x " CONCRETE MONUMENT GASCAS METER cr s FIRE HYDRANT CENTERLINE RUILOING SETBACK LINT: SCALE; •x—X—X—X- SAR6ED VARE FENCE 1"- 30 FEET • O—O— --0-- - WOOD FENCE- Q—O—O•--0- •+ CHAIN LANK FENCE avu---oWu—. = OVERNEAO UTILITY LINES ERTIFIEQ TO: NTURY TIRE AGENCY HST AMERICAN TITLE t ISLRAI CE COMPANY IE MORTGAGE FIRM, IN:,, t:1TLOR, BEAN k WHITA .ER C( RP, ROTHY 5 BRAZZELL HARINGS 51•IOWN HE:kEON ARE BASED ON CENTERLINE OF IOSAIIA DRIVE ING N90 QO'00'•E ( issu6. ED), SET I/Y I.R. G faP A'5N7 T Id0' 7 0' v C) 4to BTt LDT 3 , 47.'1, SINGLE FAMILY RES. I ti - #807 8 I a. I I 51iEp Q ORDING TO THE I FOOD INSURANCE RATE MAP 12095C 0048 E DATEI 04/17/95 THE PROPERTY WN HEREON APPEARS FO UE IN ZONE. NO, BCA2931 (FIEL,D DATE;) 11 VN BY: 9C REVISED: W. 24' 4 E. 9' I LOT 5 tzO, LOT 4 J BLOCK 98 BLOCK 18 Q ma LOT 26 NR = NOT RADIAL RAD = RAOIAL U,R. - UTILITY ROOM R -RADIUS CONE-. CONCRETE C.B. .CONCRETE BLOCK A -CENTRAL AN CYO w,F, G WOOD FRAME L. -ARC LENGTH CH.BRC. - CHORD BEARMC COV. = COVERED LS• -LAND SURVEYOR ENT, c ENTRANCE tiSM. = WATER METER LH. -LAND Su RvErINC BUSINESS WPP = wagD POWER POLE M - MEASURED CPP -. CONC. POWER POLOP -, PLAT A/C AIR CONDITIONERPRM - PERMAN Nr REFERENCE MONUMENT R/W wCNT OF WAYPC =POINT OF CURVATURE LR, -IRON RonPOQPGIN7OFBEGINNINGLP, -IRON PIPE Pi -POINT Of TANGENT U.E. - UTILITY EASEMENT C.M. -CONCRETE MONUMENT D.E. -DRAINAGE EASEMENT FF ELEV + F7NISHEU FLOOR CLEVA D,U.E, DRALNACE h. UTILITY E, li 01QLs..,i COX & ASSOCIATES AND St R VE yJNC 620 W. LAKE WRY BLVD., SUITE 202 SNINFDRD, FLORIDA 32773 407) 323-9202 NOTES: THIS SURVEY IS BASED 0^: THE LEGAL DESCRIPTION AS PROVIDED BY THE CLIENT, 2. 7!-IIS SURVEYOR HAS NOT ABSTRACTED Tt LAND SHOt4N HEREON FOR EASEMENTS, RICH OF WAY OR RESTRICTIONS OF RECORD Y1HICt MAY AFFECT THE TITLE OR USE OF THE LAN 3. DO NOT RECONSTRUCT PROPERTY LINES F BUILDING TIES. 4. NO FOOTING OR OVERHANGS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. rv0 IMPROVEMENTS OR UTILITIES HAVE 8E( LOCATED EXCEPT AS SHOWN, 6. THIS SURVEY IS NOT VALID N1THOur THE SIGNATURE AND THE ORIGINAL RAISED SEP.I. FLORIDA LICENSED SURVEYOR ANO MAPPER, I r7ERCUY CERTIF7 THAT riE HAVE oERFORI.IED A FIF SURVEr OF THE HEREON DESCRIBED PROPERTY, TI DRAWING IS A REPRESENTATION OF THAT SURVEY MEETS THE MWU4Vht TECHNICAL STANDARDS SET FC 6Y THE FLORIDA BOARD OF PROFESSIONAL, LAND suRVE' AND MAPPERS IN CHAPTER 01D17-G FLORIDA AOMINISTf.•, CO,,DE/URSUANT ECTION 72,027, FLORIDA SYAT Y i3t9ck s196 W,V ll k x I- xle zx xZ Zx z zxZ Ile ' FR.J r jt% x SCREEN, ACRYL IC & VINYL ROOMS SECTION 3A INTERIOR BEAM. (SEE TABLES HOST STRUCTURE OR3A.1.3) FOURTH WA L FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM H * PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED -SOLID ROOF ENCLOSURE: SCALE: N.T.S. ' ALUMINUM ROOF SYS STRUCTURE OR PER SECTION 7. FOURTH WALL FRAME. USE BEAM TO WALL DETAIL RIDGE BEAM (SEE TABLES' 3AA A) H TYPICAL GABLE SOLID ROOF ENCLOSURE . OL SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214358. SOUTH DAYTONA, FL 32121 TELEPHONE: (346) 767-4T14 FAX: (356) 767.6555 PAGE COPYRIGHT2094 3A-1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF L4WRENCE E. BENNETT, P.E SECTION 3A , SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES . 3A.1.1'& 3A-1.2) LW` FOR MAX. UPRIGHT H' . / HEIGHT (h) 1„ x 2„ MIN. 3-1/2" SLAB ON GRADE OR RAISED FOOTING VARIES FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39) W/ SOLID ROOF TYP. FRONT VIEW FRAMINGHEIGHTOFUPRIGHTISMEASUREDFROMTOPOF1" x 2" PLATE TO BOTTOM OF WALL BEAM) LW' LOAD WIDTH gNATE ON ECT ON FOR ROOF. BEAM Q FASCIA ALLOWED---•---- ---------- P12 (SEE SECTION 7 FOR DETAILS) SIZE BEAM AND UPRIGHTS w SEE TABLES) Z=) O.H. . SOLID ROOF 1-:0 MAXIMUM / _ - ELEVATION SLAB OR GRADE) P = PROJECTION FRvi I BL7G. VARIES VARIES LW = LOAD WIDTH P' VARIES ' NOTES: CONCRETE 1. ANCHOR 1" x 2" OPEN BACF UPRIGHT ANCHOR 1" x 2/ TO WOOD WALL W/ #110FASTENER 2-1C S. M.S.S.M.S.W/ AND W/ IN 6' EACH SIDE O ER HEADED SCREW 2'-Op .C.. ANCHOR BEAM AND WASHERS OR #10 x 2-1/2" W CLIPSH S AND (2) #8 SCREWS WOWASHERS Q EACH POINT OFUMN INTERNALLY OR WI ANCHOR CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3AA.3 4..ANCHORSBASEDON120MPHWINDVELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 - 123 130 #12 #12 8 # TYPICALSCREEN ROOM SCALE: 3/ 16" = V-0" Lawrence E. Bennett, P.E. FL #t6 CIVIL ENGINEER: DEVELOPMENT CONSULTANT P.O. BOX 214300, SOUTH DAYTONA. FL 32121 TELEPHONE:FAX: ( 306) 707.6556 774 PAGE ® COPYRIGHT 2004 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E SECTION 3A EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C.. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. SCREEN, ACRYLIC 81' VINYL ROOMS ALTERNATE CONNECTION: 10 x 1-1/2" S.M.S. HROUGH SPLINE GROOVES IDE WALL HEADER kTTACHED TO 1" x 2" OPEN 3ACK W/ MIN. (2) #10 x 1-1/2" 3.M.S. 101Immlui N N-.' MIN IDE WALL GIRT ATTACHED T x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES -- - FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ 1/4" x 2-1/4" CONCRETE/MASONRY ANCHORS @ 6" FROM EACH POST AND 24" O.C. MAX. AND WALLS MIN. 1" FROM EDGE OF CONCRETE TYPICAL k All CORNER DETAIL SCALE: 3" = T-0" Lawrence E. Bennett, P.E. FL # 16 CJVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. Box 214368, SOUTH DAYTONA. FL 32121TELEPHONE. (385) 767.4774 FAX; (385) TST•4556 PAOB ® COPYRIGHT g 3A-6 NOT RI 8E REPRODVCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A COMPOSITE ROOF PANELS: RISER PANELS ATTACHED PER 4) 1/4" x 4" LAG BOLTS W/ CHAPTER T 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2"x2"OR2"x3"HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL u POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-112" S.M.S. IN SCREW BOSSES HEADER ATTACHED TO POST WI MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2"x 2", 2" x 3" OR 3"x 2" HOLLOW (SEE SPAN TABLES) fOR SNAP EVTDIlcIONlS GIRT ATTACHED .TO POST WITH. MIN. (3) #1U x 1/2" S•m•S• I'I" SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 114" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) . Lawrence E. Bennett, P.E. FL # 16644, CIVIL ENGINEER. DEVELOPMENT CONSULTANT P.O. BOXTELEPHONESOUTH88) TOTA774 72121 FAX: ( 786) 787-orx% PAGE Q COPYRIGHT2004 3A-7 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A 1/4" x 6" RAWL TAPPER THROIJGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE :c 0.063" THICK STRAP @ EACH POST FROM POST TO FOC)TING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND 1) 114" x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOMS CDM L 4 4 ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) 1) #5 0 BARS W/ 3" COVER TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = 1'-0" . 4" MIN. (2) #5 BAR CONT. d 3-1/2" (TYP. ( 1) #5 BAR CONT. 2'-0" MIN. . eo 4 4F BEFORE SLOPE ALL SLABS) TYPE 1 TYPE II TYPE III FIAT SL P / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 12" 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. NO footing other than 3-1/2 (4 nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 20'-0". Then a minimum of a Type II footing is required. All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic slabs and footings shall bg minimum 2,500 psi concrete with 6 x 5 - 10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh ® Mesh. InForceTM' e3TM' (Formerly Fibermesh MD) per maufacturer's specification may be used in lieu of wire mesh. 5. If local building codes require a minimum footing use Type 11 tooting or footing section required by local. cote. Local code governs. . Sae additional detail for structures located in Orange County, FL) 6.- If FI carrier beam or fourth wall frame is r d use a Type II footing minimum. . SLAB- DOTING DETAILS SCALE: 3/4" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214358, TELEPHEu (366) 767-4774 32127 FAX: ( 3N) 767.&W PAGE ® COPYRIGHT 2004 3M+" 1)$ NOT TO BE REPRODUCED IN WHOLE 0R IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE I-BENNETT. P.E. FSECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms enai T-A -- Notes: nr to uvla— ....... - --- 1. Above spans do not include length of knee brace. Add horizontel distance rom upn above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 . CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121TELEPHONE: (3ea) 767-4774 FAX-. (:66) 767-6M PAGE ® COPYRIGHT 2904 OR IN PART WITHOUT THE WRITTEN PERMISSION of IAWRENCE E. 6ENNETT, P.E. 3A-24 NOT 70 BE REPRODUCED IN WHOLE SECTION 7 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER 10 x 1-1/2" S.M.S. OR WOOD . WOOD SCREW (2) PER. RAFTER OR TRUSS TAIL 10 X 3/4" S.M.S. OR WOOD SCREW SPACED aQ 12" O.C. 8 x .112" S.M.S. SPACED @ ell O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL g EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" EXISTING HOST STRUCTURE '.#8 x 1/2" S.M.S. SPACED WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE ... 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL Q 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ . 12" O.C. @ 8".O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3" = V-0" MI WOOD STRUCTURES SHNG WHERE OULD CCIOTTOTRUS E THE TRUBUTTS STHE SUB- SUB - FA CIA AND THOSE AREAS POSSIBLE ONLY. 15% OF SCREWS CAN SHALL HAVE DOUBLE BE WASHER HEADED SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL HEADER INSIDE DIMENSION ESSOF HE ALUMINUM AN OR COMPOSITE PANEL "tWALL THICKNESS. H '. THE WALL THICKNESS ADERS' SHALL BE THE THICKNESS SHALLBEANCHOREDTOTHE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. SECTION1606FORA MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM HE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING. CONVERSION: 100 - 123 130 1 140 I 150 8 I #10 I #12 I#12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER . DEVELOPMENT CONSULTANT P. O. BOX 2143R. SOUTH OAYTONA. FL 32121 ' TELEPHONE: ( 386) 767.4774 FAX: ( 388) 787.8556 PAGE ® COPYRIGHT 2004 7- 4 NOT RI BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.4.1 . Structall Building Systems Inc. Snap & Lock ® Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 1-144, H-25 Foam Core E.P.S. 1# Density Manufacturers Proprietary Products: 3" x 46" x 0.024" Roof Panel Open Structures Screen Rooms Glass & Mg r. Rooms Overhang ! Wind Mono -Sloped Roof & Attached Covers Ed Cantilever Region . 1&2 3 4 1&2 3 4 1b2 4All span span span span span span 'span span Roofs o n• '_" 15'-1" 16'-3" 4'-0" 3'-1 3" x 48" x 0.030" Roof Panel Open Structures Mono -Sloped Roof 1b2 3 4 span span span 24'-11" 27'-11" 27'-0" 24'-11" 27'-11" 27'-0" 23'-10" 26'-8" 25'-9' 22'-11" 25'-7" 24'.9" 21'-2" 23-7" 22-10' 14-5" 16'-215'-7" 14'- 5" 16'-2" 15'-7" Screen Rooms Attached Covers span span an 1& 2 3 !22Z- i- 23'- 10" 26'-8" -9" 21'- 11" 24'-6' 20'- 5' 22'-10" 19'- 10" 22'-2" -5" 18'- 8' 20'-10"-2" 14'_ 5" 16'-2" -7" 14'- 5" 16'-2" -7" Glass & Modular Rooms Enclosed 1& 2 3 4 span span span 18'- 8" 20'-10" 20'-2" 19'- 3" 18'-8" 14'- 8" 17'-8" 15'-10" 14'- 4"16'-0" 15' 6" 13'- 7" 15'-2" 14'-8" 12'- 8"14'-Y 13'-8" 11'- 2" 13'-2" 112'-9" Overhang I Cantilever All 4'- 0" 4'- 0" 4'- 0123 4'-0" 4' 0" 4'- 0" 4'- 0" Wind . Region 100 MPH o MPH 120 MPH MPH 13q MPH 140 MPH 160 MPH 4" x 48" x 0.024" Roof Panel Open Structures Mono - Sloped Roo f 1& 2 3 .4 span span 23'- 5" 26'-2" 25'-3" 23'- 5" 26'-2" 25'-3" 22'- 3" 24'-11" 24'-1" 21'- 5" 23'-11" 23'-2" 19' 9" 22'-1" 21'-4" 13' 6" 15'-1' 14'-7" 13'- 6" 15'-1' 14'-7" Screen RaCovers Attache1& 2 31&234span spanspapan22'- 3" 24'-17'-5" 20'- 6" 22'-11' 22'-2" 19'- 1" 21'-4" 20'-7" 0" 17'- 5" 0" 1W- 6" n15'- 1"14W* 13'- 6" 7" 13'- 6" ass bE cidosiedar Rooms span span 19'- G" 18'-10" 15'- 1" 18 0' 17'-5" 13' 9" 15' 4" 14'-10" 13'- 5" 14'-11" 14'-6" 12'- 8" 14'-2" 13' 8" 11'- 3" 13'-3' 10'- 5" 12'4' F1 VA- Cantilever i All Roofs 4'- 0" 4'- 0' 4' 0" 4'- 0' 4' 0" 4'- 0" Wind Region too MPH 110 MPH 120 MPH 123 MPH 130 MPH 140 MPH 150 MPH I" x 48" x 0.030" Root Panel Screen Rooms Glass & Modular Rooms Overhang) Open Structures Mon d Roof Attached Covers Enclosed Cantilever Wind Region 1b2 o- Slope 3 4 1&2 span 3 span 4 span All Roofs span span span 30'- W Eft 20'-10" 23'-4" 22'-8" 4'-0" 10o MPH 27'-11" 31'4' 19. 4" 21'-7" 20'-10" 4'-0" 110 MPH 27 -11" 31'-4" 30'-3" n. 0. Note: Total roof panel width room width +wall width + overhan Tw Q rA u Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER. DEVELOPMENT CONSULTANT 350 B U R B A N K ROAD, P.O. BOX 21436a, SOUTH DAYTONA. FL 32121 OL, D9MAR, FLORIDA 34677 TELEPHONE: (356)767.4774 NATIONWIDE 1-BOO-229-5257 FAX: (366)767-6W6 LOCAL B 1 3-055-2627 FAX 81 3-855-81 ZB PAGE COPYRIGHT2004 NOT TO BE RePRODUCED IN WHOLE OR IN PART WITHOUT THE WRrrrEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7 FASTENERS SECTION 9 CONCRETE EXPANSION DRIVE NAIL SPI E SCREW T-BOLT BOLT A HOR Lv CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL: HEX HEAD . MACHINE SCREWS TEK SCREW LAG SCREW BOLT W/NEOPRENE WASHER OPTIONAL METAL FASTENERS WASHER SCALE: N.T.S. NOTES: • ALTERNATIVE FASTENERSIYAY BE USED AS SHOWN IN THE D . AILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING`LPAD VALUES SPECIFIED BY T MANUFACTURER; AND SHALL BE APPROVED BY THE BUILDING O PIGI&L__ Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214308. SOUTH DAYTONA. FL 32121 TELEPHONE: (308) 767-4774 FAX: (m) 7674M PAGE D COPYRIGHT;004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 9'7 OFFICE NREVIEWED CITYOF SANFORD' PERMIT #d& A%itOL