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HomeMy WebLinkAbout135 Pinefield Dr (2)Permit #:-()s 3 Job Address: N.IS P Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: RECEIVED 1 7 AUG 6.2009 Zoning: Value of Work: $ J q I � 1-4. O Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: 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: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Snt4 Owners Name & Address: \ ftJA'\ e— S 1l L(I Proof of Ownership & Legal Description) r: � ►a �r Phone: u e_- LOSS - Contractor Name &Address: �Ca>("rPL i✓ 1� fox 5;�-o'71C�a State License Number: 1^1 S ooca `2lQ Phone & Fax: _ , - -7Contact Person:'ve Phone: 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. 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. 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 lawn regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR. PAY ING 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. Accepts eo ermit is verification that [will notify the ovy er of the etry of the Signature of Ow Agent Date r t caner/Agent's Nam Signature of No State d Flori a Tate Owner/Agent is P rsona y Cno n d or� Produced [D ,s APPLICATION APPROVED BY: Bldg: Te Zoning: ( itial & Date) (Initial & Date) �pecial Conditions: of Florida LLaLa%y,FS 713. of Contractor/Agent l IrAx Ia Date Contractor/Agent is �-personally Known to Me or_> Produced ID ; Becky Rogers MY Commission DD180133 40Rt. Expires February 14, 2007 Utilities: FD: (Initial & Date) (Initial & Date) Bey Rogers 44Y Commission DD180133 Q' Expires February 14, 2007 I of Job) `Use` �n1'�5111G (Owner of Property & Address) and to sign my name and do all things necessary to this appointment Mal Type and print name of Cer�tifie ontractor Signature of C rtified Contractor 7 The toregoin;r instrument was acknowled�,ed before me this y (�vho is personally known to -, --,,who produced ' v 7� as identification and tivho did not take an oath. State of Florida County of Orange 'Notary Signature Date: yPOAY BeckY Rogers Ca 1) WC 11"ission DD180133 � R Expires February 14, 2007 Perriit Number Par(r e a Identification Number, PreF i fired by: Pt -k-) n R ni:t 4 � 1 Rett rn to: D -C. 'i�3 5111 015 N011 I I - ICE OF COMMENCEMENT MHKINNNE MftE, CLERK OF CIRCUIT COURT SE14INOLE COUNTY AK 05860 PIG 1189 CLERK' S # 2005139642 . RECORDED 08/16/5005 09:58:44 AN RECORDINB FEES 10.00 RELORDED BY D Thonas MARYA CLERK OF Pi" SEMI NOLE COUNTY, FLORIDA By UN CLERX . AUG 6 20 OS Stat: of Cot, nay of Inn The ! tndersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with ::hapten 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. ❑escrition of % property (legal -description of the property, and street address if available) i- t ao c �3s 1 tl r. 2. Gene ai description of improvement(s) 3. Owner information 1 CtCs�e,S`Il�cCiS� Name1i nt � eQ� jJr Telephone Number LIDI �05s��7(plp Address so Fax Number Interest in Property: 4. Fee Simple Title Holder (if other than owner shown above) Name Telephone Number Address Fax Number 5. Contractor ��t��c� i✓� ���� Name �1- . Telephone Number °-iD `�Zci'" s to LP Address Fax Number; -4 () ci - 33a 0 �,'7 q -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 1 O. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date,is s ed led)- iA Date 3lgned �ty��dw�c vYy� must sign ...and t his or her stead" ori r to and subscribed before me this �da f ► �"� 7 Sw who i > personally known to me OR produ ed �1 as id ratification. LNote: per §7 .13(1)(9), "owner one else may be rmitted to sign in 20 by. P Bey Rogers Signature of Not (n ar I eal to appear b..elow) My Commission DD 180133 V04 Expires February 14, 2007 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 w �<> DAviv JOHH6ON, CFA, ASA '` `'lb r= PROPERTY Zrr -, lR APPRAISER m SEMINOLE COUNTY FL. p e 1101E. FIRST ST . SANFORD, FL 32771-1468` 407-665-7506 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 32-19-31-515-0000 Number of Buildings: 1 Parcel Id: 1200 Tax District: S1-SANFORD Depreciated Bldg Value: $117,167 Owner: EASLEY TAMESHIA Exemptions: 00- Depreciated EXFT Value: $0 HOMESTEAD Land Value (Market): $24,000 Address: 135 PINEFIELD DR Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $141,167 Property Address: 135 PINEFIELD DR SANFORD 32771 Assessed Value (SOH): $129,096 Subdivision Name: CELERY LAKES PHASE 1 Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $104,096 Tax Estimator 2004 VALUE SUMMARY Tax Value(without SOH): $2,056 SALES 2004 Tax Bill Amount: $2,056 Deed Date Book Page Amount Vac/Imp Save Our Homes (SOH) $0 SPECIAL WARRANTY DEED 12/2003 05156 1592 $143,900 Improved Savings: Find Comparable Sales within this Subdivision 2004 Taxable Value: $100,336 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LOT 120 CELERY LAKES PHASE 1 PB 62 PGS 75 & 76 LOT 0 0 1.000 24,000.00 $24,000 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2003 11 1,234 3,216 2,810 CB/STUCCO $117,167 $118,350 FAMILY FINISH Appendage / Sgft GARAGE FINISHED / 394 Appendage / Sgft OPEN PORCH FINISHED / 12 Appendage / Sgft UPPER STORY FINISHED / 1576 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=32193151500001200&... 5/26/05 a m i r6i PLAT OF BOUNDARY SURVEY for MARONDA HOMES. Legal Description LOT 120, CELERY LAKES PHASE 1, according I to the Plat thereof as recorded in Plat Book 62, Pages 75 and 76 , of the Public Records of Seminole County, Florida. I ACKNOWLEDGE RECEIPT OF THIS SURVEY A.2i/2'3/2003 AND THE ENCROACHMENT OF A 110.0 FOOT UTILITY EASEMENT INTO A CONCRETE DRIVE. TAMESHIA L. EASLEY PERMIT # PLANS REVIEWED, CITY OF SANFORD OFFICE 119 I I I I I N 89°38'17" E 120.00' (� 5' DRAINAGE ESM'T CERTIFIED CORRECT TO: �1 r-------5_00' 48.02 REVISED FOR F(NAL SURVEY, 3 DEC. 200 .. ; 2 STORY - P.L.S. NO . 3382 CHICAGO TITLE INSURANCE COMPANY ' I , co Kc. ;, �- caNC. 6LK./5T0006 RES. - KAMPF TITLE & GUARANTY CORPORATION N -' 0;zI,VE ' �' FF. ELEV = 22.24 r PROJECT NO: 03,1558 1 SURVEY DATE: 'Z f Lu 14.00' o Z N 29.91 i • 0 ii 25.00' I I J :D I O I N � I � cl 34.00' Q 5' DRAINAGE ESM'T 5. ' N 89°38'17" E 120.00 21 SCALE: 1 "=20' O -SET IRON & CAP (#3382) AL 0 w 0 Z Ln W CX J U [n I D I I Q� I I 42.04' O N 4- 120 120 y------------------ SURVEY NOTES: 1) The street address of the above-described property is135 PINEFIELD DRIVE. 2) The above-described property lies in a Flood Zone X per FIRM 12117C 0065E dated APRIL 1995. 34 0 0 D a SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: CERTIFIED CORRECT TO: W15E0 FOP W04TION, 8 SGPT. 2003 REVISED FOR F(NAL SURVEY, 3 DEC. 200 KITNE SURVEYING, INC. LEY TA WASHINGTON ON MUT WASHINGTON MUTUAL BANK R. BL A I R K I TNER - P.L.S. NO . 3382 CHICAGO TITLE INSURANCE COMPANY Post Office Box 82.3, Sanford, F1. 32772-0823 KAMPF TITLE & GUARANTY CORPORATION ( 407) 322-2000 ADNORAM TITLE COMPANY, INC. PROJECT NO: 03,1558 1 SURVEY DATE: 'Z f 4U605T 2003 xy49 < Ll_ 0 t -s Coe iu�U? — i � ' SCREEN,. ACRYLIC & VINYL ROOMS INTI::I ',IOR BEAM (SEE TABLES. 3A.1.3) H SECT'I'ON 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPIC/AL� SLOPED S�7LID ROOF ENCLOSURE SCALE: N.T.S. A ..UMINUM ROOF SYSTEM HOST STRUCTURE OR PER SECTION' FOURTH WALL FRAME USE BEAM TO WALL DETAIL R AGE BEAM (SEE: TABLES 3A.1.4) V Ny e . TYPICAL GABLE SOLID ROOV ENCLOSURE SCALE: N.T.S. v _ N Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DBVELOPMCNT CONSULT ANT .. P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767.45556 e .. ... ^^ PAGE © c�)PYRIGHT2004 - 3A -'l K!) -'TO BE REPROOUGEO IN WHOLE OR IN PART WITHOUT TME WRITTEN PERMISSION OF LAWRENCE E. l3ENNETT, P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES --- 3A.1.1 & 3A.1.2) LW'_ FOR MAX. H* /// UPRIGHT HEIGHT (h) 1" x 2" k-- MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS W/ SOLID ROOF TYP. FRONT VIEW FRAMING PAGE 3A-37, 38, 3�) . * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) . 'LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION 'P/2' 'P/2' @ FASCIA ALLOWED SIZE !_ E:AM AND UPRIGHTS (SEE SECTION Z FOR DETAILS) (SEE TABLES) Lu 0. H, v U) SOLID ROOF / / w NO MAXIMUM (ELEVATION SLAB -OR GRADE) P = PROJECTION FROM BLDG.', VARIES VARIES LW = LOAD WIDTH NOTI'::5: .'P' VARIES 1. ANC, -IOR 'I" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.G. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WkSHERS OR #10 x 2-1/2"WASHER -HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INl E RNALLY OR W/,ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CC-I,I JECTION. 2. SEI,k(:T FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SEL.E CT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. AN(:)1-IORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: P#8 #10 #12 #12 YPICALSCREEN-ROOM SCALE: 3/16" = V-0" L.awr,r ce E. Bonnett, P.E. FL # 16644 7I VIL ENGINEER - DEVELOPMENT CONSULTANT N.O. BOX 274368. SOUTH DAYTONA, FL 32121 TELEPHONE: (3a6)767-4774 FAX; (386) 767.6556 PAGE © COPYRIGHT2004 3d ,2: NOTTO 13F REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENN.FTT, P.E. 130 #10 #12 #12 YPICALSCREEN-ROOM SCALE: 3/16" = V-0" L.awr,r ce E. Bonnett, P.E. FL # 16644 7I VIL ENGINEER - DEVELOPMENT CONSULTANT N.O. BOX 274368. SOUTH DAYTONA, FL 32121 TELEPHONE: (3a6)767-4774 FAX; (386) 767.6556 PAGE © COPYRIGHT2004 3d ,2: NOTTO 13F REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENN.FTT, P.E. SE(,l'ION 3A EDGEBEAM 1" x 2" l:)FEN BACK ATTACHED TO FRONT POST W/ 1-1/2" S.M.S. MAX. 6" FR(:; til EACH END OF POST AND 24" O.C. FRONT WALL. GIRT SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. HROUGH SPLINE GROOVES ;IbE WALL HEADER ATTACHED TO 1" x 2" OPEN TACK W/ MIN. (2) #10 x 1-1/2" t.M.S. ;IDE WALL GIRT ATTACHED TO " 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" 1" x 2" C F1=N BACK ATTACHED CONCRETE / MASONRY TO FRONT POST W/ ANCHORS @ 6" FROM EACH #1O 1-1/2" S.M.S. MAX. 6" POST AND 24" O.C. MAX. AND FR(-,.V;EACH END OF POST WALLS MIN. 1" FROM EDGE OF AND 24" O.C. 1" CONCRETE MIN. e . • A. TYPICAL'& ALTERNATE CORNER DETAIL, SCALE: 3 = V-0" . L.awronce E. Bennett, P.E. FL # 16644 CIVIt. F_NGINEE-R - DEVELOPMENT CONSULTANT .. P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE:; (386) 767AT74 FAX: (386) 767.6556 PAGE y� © COPYRIGHT 2004 A mj� NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNET, P.E. SCREEN, ACRYLIC &. !VINYL ROOMS SECTION 3A (-OMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS W/. '14" FENDER WASHERS PER 4'-0" PANEL ACROSS THE F RONT AND 24" O.C. ALONG SIDES RISER PANELS ATTACHED PEF CHAPTER TYPICAL UPRIGHT DETAIL SCALE: 3" l'-0" Lawrence E. Bennett, P.E. EI.. it 166 -4 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 . FAX: (386) 767-6556 PAGE (El C OPYRIGHT 2004 y �y I, OT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 A- y HEADER ATTACHED TO POST 2" x 2" OR 2" :K 3" HOLLOW - - W/ MIN. (3) #10 x 1-1/2". S.M.S. IN SCREW BOSSES "IRT AND KICK PLATE 2" x 2", 2" x 3" OR 3" x 2" HOLLOW RAIL HOLLOW (SEE SPAN TABLES) ^ FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL F:.;:iT ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX) . TYPICAL UPRIGHT DETAIL SCALE: 3" l'-0" Lawrence E. Bennett, P.E. EI.. it 166 -4 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 . FAX: (386) 767-6556 PAGE (El C OPYRIGHT 2004 y �y I, OT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 A- y 3ECTIC T1 3A SCREEN, ACRYLIC & VINYL ROOMS fable 3A.. A Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 11:'or 3 seco T1: wind gust at 110 MPH velocity; using design load of 11 #ISF Tributary Load Width W' = Purlin Spacing Se .I ins 3'•0" T-6" 4'-0" 1 4'-6" 1 5'-0" 1 6'-6" 7'-0" 7'-6" AI(owable.Height 'H' I bending 'b' or deflection 'd' x 2" x 0.t Ill" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8" b 7'4" b 6'-11" b 6'4" b 6'-5" b 6'-2" b 5'-11" b x 2" x O.C.5W, Hollow 10'-•3" b 9'-6" b W-11" b W-5" b T-11" b V-7" b 7'-3" b 6'-11" b 6'-9" b 6'-6" b x 2" x 0.1145" Hollow 11'••3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'41" b 7'-11" b 7'-8" b 7'-5" b 7'-2" b x 2" x O.11iii" Hollow 12'••9" d 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8- ._.._ :" x 3" x O.tI 4!33" Hollow 12'••9" b 11'4" b • 11,_0„ b 10'-5" b 9'-10" b 9'-5" b 8,_11„ b 8'-8" b 8'-4" b 8'-1" -.. •�;i:" x 4" x-0.0 511" Hollow 16'••3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-6" b 11'-0" b 10'-8" b 10'-3" b 2" x 4" x O.0 6" S.M.B. 19'••1" b 17'-8" b 16'-6" b 15'-7" b 14'-9" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 12'-1" b .. .._.. 'r.:" x 5" x 0.(. 3311" S.M.B. 23'••7" b 21'-10" b . .._.. 20'-5" b 19'-3" b 18'-3" b 1T-5" b 16'-8" b 16'-0'33 b 15'-5" b 14'-11' 'r.:" x 6" x 0.('-I)'* S.M.B. 26'-•1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'-6 x 2" x O.C•4 t" Snap 11'--3" b 10'-5" b 9'-9" b 9'-2" b 8'•8" b 8'-3" b 7'-11" b 7'-7" b 7' 4" b 7'-1" b x 3" x OX 45" Snap 14'--4" b 13'-4" b 12'-5" b 11'-9" b 11'-2" b 10'-7" b 10'-2" b 9'4" b 9'-5" b 9'-1" .r.'.",x 4" x Snap. 17'••7" b 16-3"..b 15'-3" b 14'4" b 13'-7" b 12'-11" b 12'-5" b 11'-11".b 11'-6" b 11'-1" b r:�or 3 secan wind gust at 120 MPH velocity; using design load of 13•#/SF Tributary Load Width W' = Purlin Spacing Sc:::f.i�ns 3'••0" 3'-6" 1 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'4" 7'-6" Allowable Height 'H'I bending 'b' or deflection 'd' _.. " x 2" x 0.!: 44" Hollow 8'-8" b 8'-0" b 7' 6" b 7'-1" b 6'-8" b 61-5"—b 6'-1" b 5'-11" b 5'-8" b -,_ „_.. _ 5:" x 2" x O.d iii" Hollow 9'-5" h 8'-9" b 8'-2" b T-9" b 7-4" b 6-11" b 6'-8" b 6'-5" b 6'-2' b 5'-1'I" b j3" x 2" x O.C.15" Hollow 10'--5" b T-7" b 8'-11„ b 8'-6" b 8'-0" b 7'4" b 7'4" b 7--1" b 6'-10" b 6'-7" b �•eI" x 2" x O.+I; l0" Hollow 12'•-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2" b 8'-9' b 8'-5" b 8'-1" b 7'-10" b ..._._ x 3" x O.d64ii" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" b G. b 9'-1" b 8'-9" b B'-5" b 8'-2' -. ..-._ b11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b - 2 x 4" x 0.1150" Hollow 14'-11" b 13'-10" b 12'-11" b 12'-2" _._ ?" x 4" x 0.1143" S.M.B. `` 17' 6" b 16'-3" b 13'-7" b; 12'-11" b 15'-2" b 14'-4" b[16'-10" 12'-5" b 11'-11" b 11' 6" b 11'-1" .._._ •�:" x 5" x 0.115 )" S.M.B. 21'••8" b 20'-1" b 18'-9" b IT -9" b b 16-0" b 15'-4' b 14'-9" b 14'-2" b 13'-9" h x 6" x 0.115)" S.M.B. 23' 11" b 22' 2" b 20'-9" b 19'-7" b 18 7" b 17'-9" b 16'-11" b 16'-3' b 15'-8" b 15' 2" b x 2" x 0.11;4 V Snap 10'-4" b 9'-7" b 8'-11" b 8'-5" b 7'-11" b 7' 7" b 7'-4" b 7'-0" b 6'-9" b 6'-6" b _ .. _. ;!" x 3" x 0.11.15" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'4" b 9'-9" b 9'-4" b 8'-11" b 8'4" b 8' 4" _. "" x 4" x O.II.i i" Snap 17-2" b 1 14'-11" b .. " b 711" b 14'-0" b 13'-2" b 12-6 11' 11'-5" b 10'-11" b 10'-7" b 10'-3' Notes: •I. Above splen a do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the ,Above spans Ic r total beam spans. ', Spans m,a,' De interpolated. [_awrence E. Sennett, P.E. FL # 16644. G WI..:°NGINEER - DEVELOPMENT CONSULTANT F,.(). BOX 214368, SOUTH DAYTONA, FL 3212.1 - TELEPHONE: (3116) 767.4774 FAX: (386) 71337-6556 COPYRIGHT -20043A-24 r� g NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION 01: LAWRENCE E. BENNETT• P.E. SOLID ROOF PANEL PRODUCTS I 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 H-14, H-25 Foam Core E.P.S. 1# Density Manufacturers Proprietary Products: 3" X 4A" X 0.024" Rnnf Panol Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang/ Cantilever All Roofs 100 MIPH 21'-4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 15'-1" 17'-9" 16'-3" 4'-0" 110 MPH 21'-4" 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 13'-9" 15'-4" 14'-10" 4'-0" 120 MI'H' 20'-4" 22'-9" 21'-11" f'-17'=5" '19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 4'-0" 123 MhH 19'-6" 21'-10" 21'-1" 15'-11" 18'-11" 18'-3" .11'-8" 1-3 8'. '-2" 4'-D" 130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'-9" 16'-3" 11'-1" 12'-11" 12'-6" 4'-0" 140 MPH 12'-4" 13'-9" 13'-3" 12'-4'' 13'-9" 13'-3" 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH 12'-4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 9'-6" 10'-8" 10'-4" 3'-11" 3 - X 4b" X n.U3n" Hnnf Pnnal Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang 1 Cantilever All Roofs 100 MPH 24'-11" 27'-11" 27'-0" 23'-10" 26'-8" 25'-9" 18'-8" 20'-10" 20'-2" 4'-0" 110 MPH 24'-11" 27'-11" 27'-0" 21'-11" 24'-6" 23'-8" 16'-2" 19'-3" 18'-8" 4'-0" 120 MPH 23'-10" 26'-8" 25'-9" 20'-5" 22'-10" 22'-1" 14'-B" 17'-8" 15'-10" 4'-0" 123 MPH 22'-11' 25'-7" 24'-9" 19'-10" 22'-2" 21'-5" 14'-4" 16'-0" 15'-6" 4'-0" 130 MPH 21'-2" 23'-7j"_22'_10.. 23'-2" 18'-8" 20'-10" 20'-2" 13'-7" 15'-2" 14'-8" 4'-0" 140 MF'FI 14'-5" 16'-215'-7" 21'-4" 14'-5" 16'-2" 15'-7" 12'-8" 14'-2" 13'-8" 4'-0" 150 MF'H 14'-5" 16'-215'-7" 14'-7" 14'-5" 16'-2" 15'-7" 11'-2" 13'-2" 12'-9" 4'-0" 4" x 48" x 0.024" Rnof Panel o Windt Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever Region 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span All Roofs 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 17'-5" 19'-6" 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 15'-V 18'-0" 17'-5" 4'-0" 120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'-4" " 20'-7" 13'-9" 15'-4" 14'-10" 4'-0" 123 MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'-9", 20'-0" 13'-5" 14'-11" 14'-6" 4'-0" 130 MPH 19'-9" 22'-1" 21'-4" 17'-5" 19'-6" 18'-10" 12'-8" 14'-2" 13'-8" 4'-0" 140 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 11'-3" 13'-3" 12'-9" 4'-0" 150 NIPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-5" 12'-4" 11'-4" 4'-0" 4" x 48" x 0.030" Roof Panel Wind Open Structures Mono -Stoped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang ! Cantilever Region 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span All Roofs .100 MPH 27'-11" 31'4' 30'-3" 26'-8" 29'-10" 28'-10" 20'-10" 23'-4" 22'-6" 4'-0" 110 MPH 27'-11" 31`4" 30'-3" 24'-7" 27'-5" 26'-6" 19'-4" 21'-7" 20'-10" 4'-0" . 120 MPH 26'-8" 29'-10" 28'-10" 22'-10" 25'-7" 24'-8" 17'-8" 19'-10" 19'-1" 4'-0" 12PIA 25'-8" 28'-8" 27'-9" 22'-2" 24'-10" 23'-11" 16'-0" 19'4' 18'-7" 4'-0" H25'-7' 20'-10" 23'-4" 22'-6" 15'-2" 18'-1" 17=6"4'-0" E3M H162"17'-6" 16'-2" 18'-1" 17'-6" 14'-2" 15-10" 15'-4" 4'-0" H 16'-2" 18'-1" 17'-6" 16'-2" 18'-1" 17'-6" 13'-2" 14'-9" 14'-3" 4'-0" Note: Total roof anel width = room width + wall width + overhang 6TOUC Alii Lawrence E. Bennett, P.E. FL # 16644. 350 13 U R B A N K ROAD, CIVIL ENGINEER - DEVELOPMENT CONSULTANT OLD5MAR, FLORIDA 34677 - - - P.O. BOX 214368, SOUTH DAYTONA, FL32121 - - NATIONWIDE 1-1300-229-5257. TELEPHONE: (386)767-4714 LOCAL 813-855-2627 FAX: (386)767-6556 FA.{ E31-9-1355-81 28 ...,-__.... �� PAGE _....- C; CDPYRIGHT2004 N DT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E: BENNETT, P.E. f -49 FASTENERS SECTION 1 17 ,,CONCRETE. EXPANSION I DRIVE NAIL SPIKE SCREW' T -BOLT BOLT CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL HEX HEAD MACHINE -SCREWS TEK SCREW LAG SCREW BOLT 7T W/NEOPRE N E WASHER OPTIONAL METAL FASTENERS WASHER SCALE. N.T.S. 14 CITES: A -TERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED. BY THE MANUFACTURER, AND SHALL E3E ADPROVED BY THE BUILDING OFFICIAL Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CoNSULrANT P.O. 13OX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386)767-4774 FAX: (386) 767-6556 CCIFYRIGHT2004 PAGE N OI TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 9-1