Loading...
HomeMy WebLinkAbout138 Wheatfield Cir (2)RECEIVED CITY OF SANFORD PERMIT APPLICATION Permit #: 0 ?~ I1 Date: JAN 24 2007 Job Address: 138 WHEATFIELD CIR. SANFORD, FL. 32771 Description of Work: ERRECT SCREEN PORCH WITH SOLID -ROOF ON Total'' Square Footage 300 Historic District: Zoning: Value of Work: $ o D C) Permit Type: Building — Electrical Mechanical Plumbing Fire SprinPder/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: it of Watu Closets Plumbing Repair -Residential or Commercial Occupancy Type: Residential 41,00o Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) MARONDA HOMES Owners Name & Address: -9S5 KELLEP RD ST -E, 1500 _— ______-----_...____ ..........._---__—_-- ___. .............. ........ Phone RAYMOND P WINGO Contractor Name & Address___ _ ..----- _- • _ _ -• • -- _ -' - - •- - -• --_ _ _ _ _-_-_ - L7V7 %JLU VVI I INLR QMRULIN RV. UMUIINUU, FL JLOUJ ' ' I.RI.UJOVVV 07 298. 1400 --- -- ----- State License Number: Phone & Faa: 4.07...2-98..601.0...................-................................... Contact Persf4AYMOND ...P....W.INGO.............................. .......__P7 29$....1.4.OD......._. Bonding Company. Address: Mortgage Lender: Address: Architect/Engineer. BENNETT 386 767 4774 _ — Phone: PO BOX 4368--SOUTFDAYTON� FC -32121 ------- ------------- Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENDI'O OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements ofthis permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water agement districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements to a Lien L w Signature of Owner/Agent Date Si hire f Contractor/AgeDate RAY ND P WINGO Print Owner/Agent's Name Signature of Notary• -State of Florida Date Owner/Agent is Personally Known to Me or _ Produced ID APPROVALS: ZONING: 04 07 UTIL: FD: Special Conditions: Rev 032006 Name ,$}Ate'ofFlorida Date Tonya K. Williamson Commission # DD501703 ENG: 'Fq-1 111897 LM=D POWER OF ATTORNEY I hereby name and appoint Dom: UeraIt, . 0 of� to be my lawful attorney its >Iaqtto act for me and apply to for a permit for wdrk to be performed at a location described as: Section Township — Rangc, • Lot Block Subdivision L C O- ) P ha3 (Address of _�oJob) Sd/n xtw PAjtL (Owner of Property and Address) -7 %' and to sign my name and do all things necessary to this appointment. P� oS�vo� Print name of and License #) 0 ' Acknowledged: Sworn to and subscribed before me this �_j Day of JU A.D. W 7 Notary Public, State of Florida ; RY,:a; Tonya K. Williamson := Commission # DD501703 (see) - ' �: • :.°4 Expires January 21, 2010 IM" � Bonded TroyFam insurance Inc 800.385.7019 My Commission Expires: - 2 j -/0 VAUJ_ ID -32- Iq-31-SiB-oUoo -oo90 Vun' -Parcel Niuvnber q Propeny AppraV_-,er Get info�inatimby. Page I ot"I 800000080&cbp... 11/27/2006 D"M_101qNsow CFA. ASA re 1Aj lfr� 14 1 1 1: 10 .PROPERTY "'�i APPRAISER SEMINOLE COUNTY FL_ 59 17 0 7 I 101 E, FIRST ST Z SANFORD, FL32771-1468 '57 J 407.855-7508 j6 -A 20 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 32-19-31-518-0000-0080 Number of Buildings: 0 Owner: MARONDA HOMES INC OF FLA Depreciated Bldg Value: $0 Mailing Address: 4005 MARONDA WAY Depreciated EXIFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $34,000 Property Address: 138 WHEATFIELD CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: CEL SE 1A Just/Market Value: $34,000 Tax District- S1-SANFORD Assessed Value (SOH): $34,000 Exemptions: Exempt Value: $0 Dor: 00 -VACANT RESIDENTIAL Taxable Value: $34,000 Tax Estimator 2006 VALUE SUMMARY SALES 2006 Tax Bill Amount: $669 Deed Date Book Page Amount Vac/Imp Qualified 2006 Taxable Value: $34,000 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 0 0 1.000 34,000.00 $34,000 LOT 8 CELERY LAKES PHASE 1A P13 67 PGS 98 & 99 Permits 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 year's propert tax will be based on Just/Market value. 800000080&cbp... 11/27/2006 N_. Aluma Kraft Awning 2909 Old Winter Garden Rd. Orlando, FL 32805 All ct NOV, 20, 2006 9,02AM___...MAKUNUA HUMLS INV VUo r. breviatiorL REn00: Slee) Rainforclnq Rod �-e of Si bol fid p.C.P. Permanent Conlrel point i P.T. : Point of Tangency Brg. : Bearing Field : Finld Measurmd q ; Radius Boundary Lina Pnd. Found P.I. Point of lnlersao d 1 Gatc, . Calculated R.L.B. ' Rog,slsred 4and Burv¢yor _ Ceniarline i P, L.S. Point ollBeg Beginning 9urv¢yor RM Right-of-way Righl-ol-way Line C.B :Concrete Block Gov't, Gove(nmenl POB t Point of Begg^^ing -' Ch. Chord L.B. LiaansBd @usinese I Sec, t Suction ;Overhead Utility Llnc O.R. ;Official Racorde P.O.C. ;Point of Commencement Srr ; gapm Tank . _ ; Eaeerhoni line Cane. t Concre a P.R.C. ; Point of Reverse Cur- Bench Mark -- - Const, ; Consuuctlon Pav'I, pavomenl l p R M Permanent Relorence Mchumenl T.B.M.: Temporary p Central Angle P,0, ; Point of Curve W/ ;With ARC Are Length e/e Concrete 81tD p.S.1, Point of 9tr¢>el Inleraeclioll Elev. ; Elevation RC,C. ; Point of Campounq Curve "a/ Blk. :Block Ig�UUruev ENT •q b q u 0 v S I --d nP GS - 249 AO GS-�4- 5' I 8 S• � N- ,� Q Sa~M�/Y'S i aim _ ; t ,Z Z E o� b a Do I IU �' ! �7J �- N _ �' U a � -a - � N� F'-af���. • ' _Q � h ;� � ani 40' oc> �f: I p`t !'re% NS 0EVEWEU 1-1 PLA I MTY O F SANMIRift F.5 / 3 rTd Lor CE�et� GAsrs .�r7J��� /A �i l ,�R. ts: �-'•" I .I /n/ /JG.9 T f1poK �'' % , J��Jc�.S .9d �„vr� .�9 ; /�� oo ••sJ � _ � I � /D'iJriurr' Paid � `V ` y r, nz.Y,b(�YY..,t. •r'."'r-��5� •,v.,. �..�,.A,��,h'1'%.•,r I f—M+D. /1�9�� � ` IN 1r .' �n ,..,atA, „f 6 5 I I,;.• BO. �� ' Qv9T >" /i.S_t1� !i / r.�r• � „"-•.►;'- �. ,o�,vr� c,21'}', 5,. _ r%1� •,, •,';,�n1yy�a1, .,f'I 't�O,`9,�/ 43 /�✓ }jd;R2/NG ~�� II T , GS-ay,77- T / ,3f+iYArr�/1V' w e. UTT�2 1,,�P 9'�l Y. /z rev G I hereby certify that this mhP depicla a survey performed under my supm �t^ /��/ (✓,+r w i tion, and Is correct to the best of my knowledge and belief; and that I CERTIFIBO T0: /I/32Q�?�3__"" �`•I survey moelS the minimum r0chnical standards eel forth by the Flo( Board of Professional Land Surveyors In Chapter 61017.6, Flor Adminislrallve Code, puts pent to esti n 72.027, FlorldaSt tutes, I //� j // SMITH DRAFTING & SURVEYING, INC. 311 E. RICH AVE. DELMNA, FL DELANC), FL (306) 789.2655 (388) 734.7047 DRAWN BY: {REVISIONS; CREW CHIEF: SCALE: DATE: %, 0006 WO /_00 Receiv'e'd Time—Nov,20--10;02AM ®i �FJsyld stared Land SUNeyor Ipertlficate Number 3736 NOT VALID UNLFSS SEAL IS EMDOSSED NOW No Instruments of record refleoling easements, limitations, owner ships, reservations, restrictions and/or right-of-ways, 11 any, have beon pro vided to this surveyor, eicepl at, shown. No underground installation$ o utillilea have been locsted, axcepl as shown. NOV.20.2006 9:02AM MARONDA HOMES NOTICE OF CO NO. 008 F. 3 M100NIZ 140 4: ,, 1411A IJI CTlit ul"r WURT i� It Ois1 8 w4 9427; UpgD Rf:Ot]EillaNl3 Fi hi3 WJ �� it6G13izt)t,5) tY t hodeA 'iMENC EMS NT TAX FOLIO NO. 25-133-6949 PERMIT NO. !I STATE OF FLORIDA COUNTY OF SEMINOLE I ^ The UNDERSIGNED hereby gives notice that ipprovement will be made to certain and real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commerjcement. � DESCRIPTION OF PROPERTY (Legal Description ands Street Address) Lot 118 HEATFIELD CIRCLE: Subdivision: CELERY LAKES PH. 1A 138 W General Description of Improvement OWNER INFORMAT o Name and Address 0 0 ^ Interest in Property (Fee Simple, Partnership, etc.) _ w = M NAME AND ADDRESS OF FEE SIMPLE TITLEHOLD 0Uj-j , ; In , residence z;tjVr V1 CONTRACTOR Maronda Homes, 955 Keller Road, w ►� a (Name and adi aa. w SURETY (Bonding Company) UJ a o Zj o Name and Address NIA Q auj F Amount of Bond LU r C' � LENDER .i; Name and address RS (If other than own©r) ress + 400 Wi ATTN-. DAN FINNEGAN Phone (407)846.6304 Fal (407) 644.2388 ro Persons within the State of Florida designated I��r owner Capon whom notice or other documents may be served as provided by Section 713.13(1), (a), 7., Florida Statutes. W. 1:t 32 (Name and In addition to himself, Owner designates I or to receive a copy of, Lienors Notice as provided in Section 713.13(2), (b), Florida Statutes. it Expiration Date of Notice of Commencement (The expiration date is 1 year from the date of recording unless a Terent date is specified.) ' THIS DOCUMENT IS BETN'G �'`" "" ICE -RECORDED TO REFLECT RUSSE LEH l S MML a THE CORRECT PHASE Maronda ,Homes, Ing.. of Florid,p Vice President - Construction Sworn to and subscribed before me this 20TH ;i day of FEBRUARY_„2006. j ......`IEA-N-WNEi FULURT0im � �„�+. Gommlr` JDD•f90A6d o �o nor �; piss BI�Oi2009 2 i3ondod ti,ry p00)432-4254; � +hinim0 FIDf�dq NO{r.ry Aeeae..+ou3 i5ooee.�neea•e..eeer�•u.. �, n..ue.e Received Time Nov -20. 10:02AM 16 4Eg-fIF1ED PY �C�'St” M �id`i' IaRIPIE.; CLt.i7K OF 0 IR�IJIT 0000 JNiY. ELO'R1D� SEMiN FEB 2 0 2 N 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 & VINYL ROOMS I ALTERNATE CONNECTION: f10 x 1-1/2" S.M.S. 20UGH SPLINE GROOVES E WALL HEADER 'ACHED TO 1" x 2" OPEN X W/ MIN. (2) #10 x 1-1/2" .S. WALL GIRT ATTACHED l 2" OPEN BACK W/ MIN. (3) x 1-1/2" S.M.S. IN SCREW SES NT AND SIDE BOTTOM S ATTACHED TO CRETE W/ 1/4" x 2-1/4" CRETE/MASONRY HORS @ 6" FROM EACH r AND 24" O.C. MAX. AND LS MIN. 1" FROM EDGE OF CRETE PLANS ' r WY OF SAN? -fi*'PIC4L & - SCALE: 3"= V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.6556 PAGE3A-6I O NOT TOB REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS (4) 1/4" x 4" LAG BOLTS W 1-1/4 FENDER -WASHERS PEF 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONC SIDE; 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES SCALE: 3"= 1'-0" SECTION 3A ISER PANELS ATTACHED PER HAPTER7 =ADER ATTACHED TO POST / MIN. (3) #10 x 1-1/2" S.M.S. SCREW BOSSES x 2", 2" x 3" OR 3" x 2" )LLOW (SEE SPAN TABLES) R SNAP EXTRUSIONS GIRT TACHED TO POST WITH q. (3) #10 x 1/2" S.M.S. IN REW BOSSES :2" OPEN BACK BOTTOM IL ' x 2-1/4" MASONRY :,HOR @ 6" FROM EACH 3T AND 24" O.C. (MAX.) P,. 1 s Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.6556 O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.I PAGE3A-7 C SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms fora-secondwi i -gust -at 1 -20 -MPH velocity; using-desigrrload- of 13 #/SF (43 #(SF for Max. Cantilever) Aluminum Allov 6063 T-6 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 1 8, 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 8, 2 Span 3 Span 4 Span Max. Cantilever 5 5'-1". d 6'-3" d 6'-4" d 1'-0" d 5 5'-4" d 6'-7" d 6'-9" d 1'-1" d 6 4'-9" d 5'-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 6'-4" d 1'-0" d 7 40-6" d 5'-7" d 5'-6" b 0'-11" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 8 4'-4" d 5'-4" b 5'-1" b 0'-10" d 8 4'-7" d 5'-8" d 5'-7" b 0'-11" d 9 4'-2" d 5'-11" b 4'-10" b 0'-10" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-10" d 10 4'-3" d 5-2" b 5'-0" b 0'-10" d 11 3'-11" d 4'-6" b 4'-4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-10" d 12 3'4- d 4'-4" b 4'-2" b 0'-9" d 12 3'-11" d 4'-9" b 4'-7" b 0'-10" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 1 8,2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V/ (bending 'b' or deflection 'Cr) Width (ft.) 1 8, 2 Span 3 Span 4 Span Max. Cantilever 5 5'-8" d 7'-1" d 7'-2" d 1'-2" d 5 6'-5" d 7'-11" d 8'-1" d 1'-3" d 6 5'-4" d 6'-8" d 6'-9" d 1'-1" d 6 6'-0" d 7'-5" d 7'-7" d 1'-2" d 7 5'-1" d 6'-4" d 6'-5" d 1'-0" d 7 5'-9" d 7'-1" d 7'-3" d 1'-2" d 8 4'-11" d 6-0" d 6'-2" b 0'-11" d 8 5'-6" d 6'-9" d 6-11" d 1'-1" d 9 4'-8" d 5-10" d 5'-9" b 0'-11" d 9 5'-3" d 6'-6" d 6'-8" d 1'-1" d 10 4'-6" d 5'-7" d 5'-6" b 0'-11" d 10 5'-1" d 6'-3" d 6'-5" d 1'-0" d 11 4'-5" d 5'-5" b 5'-3" b 0'-10" d 11 4'-11" d 6-1" d 6'-3" d 0'-11" d 12 4'-3" d 5'-2" b 5'-0" b 0'-10" d 12 4'-9" d 5'-11" d 5'-11" b 0'-11" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') 1 8, 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V/ (bending bor deflection 'Cr) Width (ft.) 1 8 2 Span 3 Span 4 Span Max. Cantilever _d, 8'-9" d 8'-9" b 1'-5" d 5 9'-2" d 11'-4" d 11'-2" b 1'-10" d 6 6'-8" '' d 8'-3" d 7'-11" b 1'-4" d 6 8'-8" d 10'-7" b 10'-3" b 1'-9" d —7— - —6'=4"-' d 7'-8" b T-5" b T-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-8" d 8 6'-1" d 7'-2" b 6'-11" b T-2" d 8 7'-10" d 9'-2" b 8'-10" b 1'-7" d 9 5'-10" d 6'-9" b 6'-6" b 1'-2" d 9 T-6" d 8'-8" b 8'-4" b 1'-6" d 10 5'-7" d 6'-5" b 6'-2" b 1'-1" d 10 T-3" d 8'-2" b T-11" b 1'-5" d 11 5'-5" d 6'-1" b 5'-11" b 1'-1" d 11 6'-11" b 7'-10" b 7'-7" b 1'-5" d 12 5'-3" b 5'-10" b 5'-8" b T-1" d 12 6'-8" b 7'-6" b 7'-3" b 1'-4" d Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the 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 32121 TELEPHONE: (386)767-4T74 FAX: (386) 767-6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-11 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind qust at 110 MPH velocity: usinq desiqn load of 11 #/SF Sections 3'-0": 1 3'-6" Tributary Load Width W'= Purlin Spacing 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6"1 Allowable Height 'H'/ bending'b' or deflection'd' 7'-0" 7'-6" 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8" b T-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5-11" b 2" x 2" x0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 6'-0" b 3" x 2" x 0.045"' Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-4" b T-11" b 7'-8" b T-5" b T-2" b 3" x 2" x0.070" 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'-6" b 2" x 3" x0.045" Hollow 12'-9" b. 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'-4" b 8'-1" b 2" x 4" x 0.050" 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 0.046" 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 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b 2" x 6" x 0.050" 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'-0" b 2" x 2" x 0.044" 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 2" x 3" x 0.045" Snap 14'-4" b 13'4" b 12'-5" b 11'-9" b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b 2" x 4" x 0.045" Snap 17'-7" b 16'-3" b 15'-3" b 14'4" b 1 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 1 11'-1" b For 3 second wind oust at 120 MPH velocity: using oesion Joao ot'13 w5F Sections 3'-0" 1 3'-6" 1 Tributary Load Width 'W'.=-Purlin Spacing 4'-0" 1 4'-6" 1 5'-0" `-6" 1 6'-0" 1 6'-6" Allowable Height 'H' / be nqg b' or deflection 'd' 7'-0" 7'-6" 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b 7'-1" b 6'-8" b 6'-5" b 6-1" b 5'-11" b 5'-8" b 5'-6" b 2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'-4" b 7'-1" b 6-10" b 6'-7" b 3" 7,0" 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 T-10" b 2" x 3" x 0.045;' Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" 5' b 9'-1" b 8'-9" b 8'-5" b 8'-2" b "-x-4=x-0:050" Hollow 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" 1-'=0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 2" x 4" x 0.046" S.M.B. 17'-6" b 16'-3" b 15'-2" b 14'4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b 2" x 5" x 0.050" S.M.B. 21'-8" b 20'-1" b 18'-9" b 17'-9" b 16'-10" b 16'-0" b 15'4" b 14'-9" b 14'-2" b 13'-9" b 2" x 6" x 0.050" 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 2" x 2" x 0.044" 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'-0" b 2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'-4" b 8'-11" b 8'-8" b 8'-4" b 2" x 4" x 0.045" Snap 1 16'-2" b 14'-11" b 1 14'-0" b 13'-2" b 12'-6" b 1 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-3" b Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the 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 214366, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 3A"24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 9 FASTENERS Table 9.1 Allowable Loads for Concrete Anchors Screw Size _ d = diameter Embedment Depth__ (in.) Min. Edge Dist. B Anchor Spacing 5d (in.) Allowable Loads Tension Shear 6d ZAMAC NAILIN (Drive Anchors) 7d 1/4" 1-1 /2" 1-1/4" 277# 236# 2" 1-114" 316# 236# 1.18 2.00 TAPPER (Concrete Screws) 1.21 - 12d 3116" 1-1/4" 15/16" 288# 167# 1-3/4" ISL167 - l4" 1-1/4" 371# 427# 259#,t 1/4" 318" 1-1 /2" 1-7/8" 511# 402# 1-3/4" 3-3/8' 703# 455# POWER BOLT (Expansion Bolt 1/4" 2" 1 1-1/4" 624# 261 # 5116" 3" 1-7/8" 936# 751# 318" 3-1/2" 1-7/8" 1,575# 1,425# 1/2" 5" 2-1/2" 2,332# 2,220# POWER STUD (Wedge Anchor) 114" 2-3/4" 1-1/4* 812# 326# 3/8" 4-1/4" 1-7/8" 1,358# 921 # 112" 6" 2-1/2" 2,271# 1,218# 518" 7" 2-1/4" 3,288# 2,202# Notes: 1. Concrete screws are limited to 2" embedment by manufacturers. 2. Values listed are allowed loads with a safety factor of 4 applied. 3. Products equal to rawl may be substituted. 4. Anchors receiving loads perpendicular to the diameter are in tension. 5. Allowable loads are increased by 1.00 for Wind load. 6. Minimum edge distance and center to center spacing shall be 5d. 7. Anchors receiving loads parallel to the diameter are shear loads. 8. A 133% increase has been applied because wind uplift is only load. Example: Determine the number of concrete anchors required for a pool enclosure by dividing the uplift load by the anchor allowed load. For a 2" x 6" beam With: spacing = 7'-0" O.C., allowed span = 20'-5" (Table 1.1) UPLIFT LOAD = 1/2(BEAM SPAN) x BEAM & UPRIGHT SPACING NUMBER OF ANCHORS= 1/2(20.42') x 7' x 10# / Sq. Ft. ALLOWED LOAD ON ANCHOR NUMBER OF ANCHORS = 714.70# = 1.67 427# Therefore, use 2 anchors, one (1) on each side of upright. Table is based on Rawl Products' allowable loads for 2,500 p.s.i. concrete. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: ,(386) 767-4774 FAX: (386) 767-6556 PAGE Allowable Load Coversion Multipliers for Edge Distances More Than 5d Edge Distance Multipliers Tension Shear 5d 1.00 1.00 6d 1.04 1.20 7d 1.08 1.40 8d 1.11 1.60 9d 1.14 1.80 10d 1.18 2.00 11d 1.21 - 12d 1.25 - © COPYRIGHT 2004 9-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.1.4 Allowable Spans for Industry Standard Riser Panels for Various Loads _AI 105 H-28 " or 5 Rib Riser Panels x x 0.024" 2 Wind Mono -Sloped Roof -- --•• •-��•••� 8 Attached Covers v�aaa a turar Kooms Overhang / Region 1&2 3 Open Structures Screen Rooms Glass & Modular Rooms Overhang / Wind Enclosed & Attached Covers Cantilever Enclosed Cantilever Region 4 1&2 3 4 1&2 3 4 All 100;MPH span 14'-7" span span span span span span span span Roofs 17 18'-4" 13'-8" 17'-5" IT -9- 11'-2" 14'-3" 14'-7" 4'-0" 18'-2" 11'-3" 14'-0" 14'-10" 4'-0" 120 MPH 16'-0" 10'-6` 13'-5" 13'-9" 3'-11" O-MII , 13'-4' 1 1T-5" I 1T. " 1'-9` 15'-1" 15'-5" 9'-11" 1 12-7" 13'=5' 13=8" 15'-1" T-7" 3" x 12" x 0.030" 2 or 5 Rib Riser Panels Open Structures Screen Rooms Glass & Modular Rooms Overhang / Wind Mo -Sloped Roof & Attached Covers Enclosed Cantilever Region 18,2 3 1 4 1&2 1 3 1 4 192 3 4 span span span span span span span span span All Roofs 100 MPH 15'-9" 1 19'-5' 19'-10" 15'-5' 15'-9" 4'-0" 110 MPH 15'-3" 19'-5" 19'-10" 13'-9" 17'-10" 18'-2" 11'-3" 14'-0" 14'-10" 4'-0" 120 MPH 14'-5" 18'-10" 19'-2" 13'-2" 16'-3" 16'-7" 10';8-" 13'-7" 1.3'-11" 4'-0" 123 MPH 14'-2" 18'-4" 18'-8" 12'-11" 15'-111' 164" 10 13'=5' 13=8" T-11" 130 MPH 13'-9" ...4-7'-4" 1T-9" 12'-6" 15'-5"- 15'-9" 10'62" 12'-11" "13'-2" T-10" 140 MPH 10'-11` 13'-6" 13'-9" "10'-11" 13'-6"! 13'-9" 9'-f;" 12-4" 12'-7" 3'-8" 150 MPHI 10'-11" 1 13'-6" 13'-9" .10'-11" 1 13'x"13'-9" 9'-2" 11'4" 11'-7` T-6- 3" x 12" x 0.050" 2 or 5 Rib Riser Panels Open.Structures Screen Rooms Glass & Modular Rooms Overhang / Wind MonoSloped Roof & Attached Covers Enclosed Cantilever Region g 182 3 4 1&2 3 4 1&2 3 4 span span span span span span span-- span span All Roofs 100 MPH 18'-5" 22'-9" 1T-10" 22'-0" 22'-5` 14'-7" 18'-8" 19'-1" 4'-0` 110 MPH 18'-5" 22'-9" 23'-2" 16-1" 20'-10" 21'-3" 13'-9" 17'-9" 18'-1" 4'-0" 120 MPH 17'-10" 22'-0" 22'-5" 15'-5" 19'-10" 20'-3" 1 12'-11" 15'-11" 16'-3" 4'-0' 123 MPH 17'4" 21'-5"21'-10" 15'-2" 19'-6" 19'-10" 12'-8" 15'-8" 15'-11" 4'-0" 130 MPH 16'-1" 20'4" 20'-9` 14'-7" 18'-0" 19'-1" 11'-11" 1 4'-0- 140 MPH 12'-9" 15'-9" 16'-1" 12'-9" 15'-9" 16-1" 11'4` 14'-5" 14'-9" 4'-0" 150 MPH 12-9" 15'-9" 16'-1" 12'-9" 15'-9" 16'-1" 10'-9" 13'-9" 14'-0" 4'-0" Note: Total roof panel width = room width + wall width + overhang. Lawrence E. Bennett, P.E. FL # 16W, CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (366) 767-6556 PAGE © COPYRIGHT 2004 7-30 NOT TO BE REPRODUCEDJN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. 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"x2" 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, 39) " (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' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) w O � O.H. Z / ~ U SOLID ROOF U NO MAXIMUM / / w U) (ELEVATION SLAB OR GRADE) 1- P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH NOTES: 'P' VARIES 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. 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/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @EACH POINT OF 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 3A.1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100-123 130 140 150 #8 #10 #12 #12 TYPICAL SCREEN ROOM I'LANS REVIEW SCALE: 3/16"= 1'-0" CITY OF SANF0 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 i 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 HOST STRUCTURE TRUSS OR RAFTER 1" FASCIA (MIN.) BREAK FORMED METAL SAME THICKNESS AS PAN (MIN.) ANCHOR OFASCIA RI ER OF PAN AS SHOWN #8 x 3/4" SCREWS @ 6" O.C. #8 x 1/2" SCREWS @ EACH RIB ROOF PANEL Lu z a — ao HEADER (SEE NOTE BELOW) #8 x 1/2" S.M.S. @ 8" O.C. FOR MASONRY USE 1/4" x 1-1/4" MASONRY EXISTING HOST STRUCTURE: ANCHOR OR EQUAL WOOD FRAME, MASONRY OR @ 24" O.C.FOR WOOD USE OTHER CONSTRUCTION #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. ALTERNATE ROOF PANEL TO WALL DETAIL SCALE: 3"= l'-0" ROOF PANELS SHALL BE ATTACHED TO THE HEADER W/ (3) EACH #8 x 1/2" LONG CORROSION RESISTANT S.M.S. W/ 1/2" WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN W/ (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.6556 I © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 7-7 48.00" ... . .. ....: ............................ ............................ ................ r; SECTION 5 1.0 # DENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ALUMINUM ALLOY (PATENT # 4,769,963 AND 5,086,599) SNAP - N - LOCK PANEL SCALE: 3"' = 1'-0" Table 5.3 Structali Building Systems Inc. Sinap & Lock® Composite Roof Panels Allowable Spans For Composite Roof Panals @ Various Loads for Roof Overs Manufacturers Proprietary Product: Aluminum Alloy 3105 H-14, H-28 Foam Core E.P.S. 1# Density 3" x 48" x 0.024" Panels Wind Region Maximum Allowable Span 1 & 2 3 1 4 Max Span Span Span Cantilever 100 M.P.H. 20'11" 22'-9" 21'-11" 4'-,D'.- '-0"110 110M.P.H. 18'-8" 20'-11" 20'-2" 4'-0- 120 M.P.H. 17'-5" 19'-5" 18'-10" 4'-0" 123 M.P.H. 1 16-11" 18'-11" 18'-3" 4'-0" 130 M.P.H. 15'-11 17'-9" 17'-2" 3'-11" 140 M.P.H. 12'-4" 13'-9" 13'-3" 0'-0" 950 M.P.H. 12' 4" 13'-9" 13'-3" 0'-0" 3" x 48" x 0.024" Panels Wind Region Maximum Allowable Span 1 & 2 3 4 Max Span Span Span Cantilever 100 M.P.H. 23'-5" 26'-2" 25-3" 4'-0- 110 M.P.H. 21'-6" 24'-1" 23'-3" 4'-0" 120 M.P.H. 20'-0" 22'-5" 21'-8" 4'-0" 123 M.P.H. 19'-5" 21'-9" 21'-0" 4'-0" 130 M.P.H. 18'-3" 20'-5" 19'-9" 4'-0" 140 M.P.H. 14'-2" 15-10" 15-4" 4'-0" 150 M.P.H. 14'-2" 15'-10" 154" 3'-11" i.Vin, opans may oe imerpOlareo. 4" x 48" x 0.030" Panels Wind Region Maximum Allowable Span 1 & 2 3 4 Max Span Span Span Cantilever 100 M.P.H. 22'-3"24'-11" 25'-8" 24'-1" 4'-0" 110 M.P.H. 20'-6" 22'-11" 22'-2" 4'-0" 120 M.P.H. 19'-1" 21'-4" 20'-7" 4'-0- 123 M.P.H. 18'-6" 20'-9" 20'-0" 4'-0" 130 M.P.H. 17'-5" 19' 6" 18'-10" 4'-0" 140 M.P.H. 13'-6" 15'-1" 14'-7" 4'-0" 150 M.P.H. 13' 6" 15'-1" 14'-7" 4'-0" 4" x 48" x 0.030" Panels Wind Region Maximum Allowable Span 1 & 2 3 4 Max Span Span Span Cantilever 100 M.P.H. 25'-8" 28'-9" 27'-9" 4'-0" 110 M.P.H. 23'-8" 26'-5" 25'-6" 4'-0" 120 M.P.H. 21'-11" 24'-7" 23'-9" 4--0- 123 M.P.H. 21'-4" 23'-11" 23'-1" 1 4'-0" 130 M.P.H. 20'-1" 22'-5" 21'-8" 4'-0" 140 M.P.H. 15'-7" 17'-5" 16'-10" 4'-0" 150 M.P.H. 15'-7" 17'-5" 16'-10" 4'-0" Wr uLawrence E. Bennett, P.E. FL # 16644 3 5 0 BUR 8 A N K ROAD, CIVIL ENGINEER - DEVELOPMENT CONSULTANT OLDSMAR, FLORIDA 34677 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 NATIONWIDE 1-800-229-5257 TELEPHONE: (386)767-4774 LOCAL 813-855-2627 FAX: (386)767-6556 FAX 81 3-855-8I 28 COPYRIGHT O NOT TOBE E6PRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I PAGE 5-25