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HomeMy WebLinkAbout144 Bristol Forest Trl (4)CITY OF SANFORD PERMIT APPLICATION Permit # 00 74V/3/U Date: Job Address: kyq rtc Fr%re- {J- rf Description of Work: %L \5 �'�� _X clC'�f t !f l 0161 k rl I I M 'r 6n� Historic District: Zoning: Value of Work: $ 0 RECEIVED AUG 16 2005 Permit Type: Building v� 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: Constructioit;Type: -:# of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 3o -50,-4 –00M ` Q 6 n (Attach Proof of Ownership & Legal Description) Owners Name((`& Address: C� i �F,111C t E' R yam` `i,.�l 3, 1 to ` Voresi `I r , �a,4 2 ca + Phone: Contractor Contractor Name & Address: -0 V-6 nil -P v-% C: I'll-, Dn All- Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: State License Number: IkX OQIDLL) 31D(D Contact Person:_Oct L& _ !M -t+ a J Phone: 40'7 • M -2 D4 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 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 ma be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Accepta ce of mit is veri ation that I wilLnotify the owner o the pr pct the requirements of Florida Lien Law, FS 713. Sign ofO ner/A ent Date Slature�ract Agent Date 4Pnn,,vner/Agent's Nam Pri ontractor Agent's N �- e of No State FI `d Date Signature of No State/f FI ('61a Date Owner/Agent is Persono%}^� Contractor/Agent is _ P onally Known to M — Produced ID �� / C 5�--� Produced ID APPLICATION APPROVED BY Special Conditions: Bldg: _ Zoning: (In tal & Date) �elBey Rogers �` My Commission DD180133 W a°` Expires February 14, 2007 (Initial & Date) Utilities: (Initial & Date) FD: �QAV P � ��` �Rog�n��sD0180133 R`r Expires February 14, 2007 (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=22193050200000250... 7/13/2005 40 J �7 Za rP DAVID JOHNSON, CFA, ASA PROPERTY F,2, 33 27 APPRAISER P' 64 a226 24 SEMINOLE COUNTY FL. W"67 1101 E, FIRsT sT 6821 SANFORD , ANFORD, FL 32771-v; '.. 407-6615-7506 71, 19 �` 72 18. .. ,7d 17 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502- S3-SANFORD- Number of Buildings: 0 Parcel Id: 0000-0250 Tax District: WATERFRONT Depreciated Bldg Value: $0 REDVDST RUSSELL Depreciated EXFT Value: $0 Owner: EDDIEMAE Exemptions: Land Value (Market): $29,500 Address: 144 BRISTOL FOREST TRL Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $29,500 Property Address: 144 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $29,500 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00 -VACANT RESIDENTIAL Taxable Value: $29,500 Tax Estimator SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $533 WARRANTY DEED 02/2005 05636 0179 $206,400 Improved 2004 Taxable Value: $26,000 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LOT 25 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15 LOT 0 0 1.000 29,500.00 $29,500 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=22193050200000250... 7/13/2005 s POWER OF ATTORNEY Tvpe and print name of Ceram Contractor. �. Signature of tifieci t-ontracwtG O The tore�oin�� instrument Nvas acknowted,�ed before me this ` �__I� b`-'' o is personally kno—til t`Nvho produced A" as identiricat'o n and who did not take an oath. State of Florida County of Orange ) Date: I� C�! Niotary Sivatur -Becky Rogers My Commission DD 190133 Expires February 14, 2007 Permit Number Parcel identificatlon Number Prepared by:. TIM n I�o n �e d , F► . 3 �.� 5� Return to: �—fi11CJ�W©OC�� ��. VFoi7c�oi NOTICE OF COMMENCEMENT State of R ori a County of `�e rn'; n 61. Q The undersigned hereby gives notice that with Chapter 713, Florida Statutes, the foil 1. Description�of property (le al de LOA- X15 +re-sexu e- loa as tea 2. General description of improvei t3t,�:ilcl i a` Xao ` �ct'r-e,n , 3. 3 ):--1— 5. Owner information Cdc� t�fYICY Name f L1ut i6r�6j-o jo►�c Address Fee Simple Title Holder (if other t Name Address •.. ,. +.. •.... o .0 m ❑s as en rs tot t! all It all Is ail 11681 I MARYANNE MURSE, CLERK OF CIRCUIT HURT Sk*MINULE COUNTY AK 05860 PG 1193 CLERK'S # 2005139646. RECURVED 08/16/2005 09:28:44 Aid REL'URDIN8 FEES 10.00 REL'URDE.D 8Y D Thomas CERTIFIED COPY MARYANNE MORSE CLERK OF CIRCUIT COURT SEMINOL �QNTQAI BY AUG 16 poo ,ement(s) will be made to certain real property, and in accordance information is provided in this Notice of Commencement. - )tion of the property, and street address if available) Mo�,eae 1'44 13�',s�o (=6re,s� ir. Sin r-cL , 1. Sa-1-7 It(s) am w l So I ��, 1�1 t�tr► �oo� Telephone Number LN-) 3a q _ 59 y 71 Fax Number Interest in Property: an owner shown above) Telephone Number -� Fax Number Contractor rdn%le 8, me -,Q, �a Name T) -'o j�oy� 5��i 5a Telephone Number �i07- �3cri- 1 O CQ Address 1, On�LxDC od I ` �a7 a Fax Number L) p'7 - 33a - O �-Zk`7 q 6. Surety (if any) Name Address 7. Lender (if any) Name Address 8. Persons within the State of Florida served as provided by §713.13(1)( Name Address 9. In addition to himself or herself, C provided in §713.13(1)(b), Florida Name Address 10. Expiration date of notice of comn unless differ t date is specified): Date Signed Sworn to and subscribed before me this Telephone Number Fax Number Amount of bond $ Telephone Number Fax Number 3ignated by Owner upon whom notices or other documents may be ., Florida Statutes. Telephone Number Fax Number designates the following to receive a copy of the Lienor's Notice as Telephone Number Fax Number encement (the ex iration date is one year from the date of recording Signature df Owner Note: per §713.13(1)(g), "owner must sign ...and no one else may be permitted to sign in J hisRrrf cher stead." d ' v J l ay •f / X20 by who is personally known to me OR produced as identification. / B" Rogers Signature of Notaotarial My Commission DD160133 Expires February 14, 2007 Form Revised: 12/00 for 19 to 20 ear below) PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 25, PRESERVE AT LAKE MONROE AS RECORDEO IN PLAT SOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA RMPERVIOVS CALCULAAON5 (LOT ONLY) SQUARE FOOTAGE (11P TO CURB) LOT 25 CONTAINS 7049 SQUARE FEET :h (LOT ONLY) LOT 25 UP TO CURS CONTAINS 8984 SQUARE FEET t THIS STRUCTURE CONTAINS 1505 SQUARE FEET * THIS STRUCTURE CONTAINS 1505 SQUARE FEET 3 TOTAL CONCRETE 540 WITHIN LOT ONLY) SO, FT, t CONCRETE 1373 SQ. FT. f INCLUDING (SIDEWALK/APRON) YOTAL SOD av6t 50. FT. x t PERCENT OF CONCRETE & STRUCTURE TO LOT 5% f TOTAL SOD 6108 S0. FT 30' R CRAPFRIC SCALE 0 1s 30 RMIT #v_ r} LAMS REVIEWEAl ITY-OF SANFO? , or )-FFIC§ g I - U � W g BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE. 5' CORNER: ' 15' PREPARED 5OR: CENTEX HOMES 18 I$ 1, ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PRONDEO BY THE CLIENT. / LOT 26 / 54.23 11 "E s� I OT 25 in �AF?AsNACE TYPE A Q v -- CEHTERl1NE 40.00' COD RIGHT OF WAY UNE Poc PONT ON O1RVE I 1 xY36, x PROPOSED ELEVATION Po PLAID pCVCLOPMCNT MMUSEO ORAINACE FLOW to D'_vOTES DELTA ANGLE CONCRLTE L DENOTES ARC LENGTH CIL DENOTES CHORD EEARRNC LB LAND SURYEYWG BUSINESS PROPOSED o A) $ 2509 -A gI L9 ?� !N DENMNOTES PONT OF PRC DENOTES POINT OF REWRSE CURVATIME FIMSHED FLOOR PERMANENT REFERENCE MONVMCNT PT DENOTES POINT OF TANGENCY ' PCP PERMANENT CONTROL'YOINT E1.EVATION�T3.e0 u P PER PLAT A/C AIR CONDITIONER u; MEASURED CM CONCRETE BLOCK WALL RID COVERED Rp RADIUS POINT C/W 5/W C014CRCT- WALK 510EWALK ENTRY �a CONCRETE PAD DOK ao,7 15.0 kB RAMS (3.0' PCS PAGES 1, THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2• NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATEO EXCEPT. AS SHOWN. I NOT VALIO MTHOUT THE SIGNATURE AND THE ORIGINAL i9w 10' uM1TY---nfly EASEMENT ; I THIS PLOT PLAN 13 INTENDED FOR PERMITTING PURPOSES ONLY, THS 15 NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HQUSE. REFER TO HOUSE -PLAN AND OPTION LIST EOR CONSTROCTION. ACL BUILDING SET BACK LINES SHOWN HEREON is PER DATA FURNISHED SY CLIENT AND IS FOR INFORMATIONAL PURPOSES JNLY_ THIS 15 NOT A SURVEY THIS IS A PLOT PLAN ONLY ND 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE K. AREA OUTSIDE 100 YEAR FLOOD PLAIN. ME SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION, PLEASE CONTACT THE LOCAL BEARINGS SHOWN HEREON ARE BASED. ON THE EASTERLY UNE OF LOT 25 BUNG S 35'38'49" W PER PLAT, ;FW DATE.)_ Y �O FEET AM= 01h .r:.,....a.e..a.. ddo N41 'IBM ole�wN eT: r= - o LOT 24 M tV M (D A-- 48'11'23" L=21.03' R=25.00' C6=S59'42'31 "W C=20.41' Q 4=90'00'00" L=39.27' R=25.00' CB = S09'23' 11 "E C=35.36' ' PT S547SIT'E 6rQ33' CEN ``INE DF RK9N )F -WAY BRISTOL FOREST TRAIL 30' RIGHT-OF-WAY LEGEND ...- - — - —. - — MALDNC SETBACK UNE MLL9W LOWTH PMT DNOI -- CEHTERl1NE PCC POINT OF COMPOUND CURVATURE -- RIGHT OF WAY UNE Poc PONT ON O1RVE xY36, x PROPOSED ELEVATION Po PLAID pCVCLOPMCNT MMUSEO ORAINACE FLOW to D'_vOTES DELTA ANGLE CONCRLTE L DENOTES ARC LENGTH CIL DENOTES CHORD EEARRNC LB LAND SURYEYWG BUSINESS PONT Or CWVATURE L9 LAND SURVEYOR !N DENMNOTES PONT OF PRC DENOTES POINT OF REWRSE CURVATIME PRM PERMANENT REFERENCE MONVMCNT PT DENOTES POINT OF TANGENCY ' PCP PERMANENT CONTROL'YOINT TYP T1PICAL P PER PLAT A/C AIR CONDITIONER u; MEASURED CM CONCRETE BLOCK WALL RID FOUND Rp RADIUS POINT C/W 5/W C014CRCT- WALK 510EWALK CS CONCRETE SLAB �a CONCRETE PAD DOK C CHORD LENGTH SO, FT. 50VNW FEET kB RAMS NO NATURAL GRADE R/1T RIGHT-OF-WAY PCS PAGES 1, THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2• NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATEO EXCEPT. AS SHOWN. I NOT VALIO MTHOUT THE SIGNATURE AND THE ORIGINAL i9w RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. -:;t!�.�;i:1�•Pa: •.li�l:ii:iNiaiY ..,i�oM.iF5a3�1 � �_' ** TOTAL PAGE.02 ** rn 06 TCL ��i k� rn 06 TCL ��i SCREEN,. ACRYLIC & VINYL ROOMS INTI::I::IOR BEAM (SEE TABLES. 3A.1.3) H SECTION 3A _l HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. )\ JJMINUM ROOF SYSTEM HOST STRUCTURE OR PER SECTION' FOURTH WALL FRAME USE BEAM TO WALL DETAIL R. -GE BEAM (SEE TABLES 3A.1.4) V S TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL. # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT, P.O. BOX 214360, SOUTH DAYTONA, FL 32121 TELEPHONE: (380)767-4T74 FAX: (366) 767.6556 PAGE cQ c: )PYRIGI IT 2004 K.)' TO GE REPROOUCEO IN 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" 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-37,38,39) * (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'- 'P/2' @ FASCIA ALLOWED SIZE.--- E:AM AND UPRIGHTS Qt=r=SE CTION 7 FOR DETAILS) (SEE TABLES) Lu z� 0. H. - I=- 1 -- co SOLID ROOF / / w NO MAXIMUM / / U (ELcVATiON SLAB -OR GRADE) P =PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH .'P' VARIES NOTI"S: 1. AN, -IOR 'I" 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/ W/-,:3HERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTE: R NALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SEI -E GT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SE..E CT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. AN(::HORS BASED ON 120 MPH WIND VELOCITY_ FOR HIGHER WIND ZONES USE THE FOLLOWING CON`/ERSION: TYPICAL SCREEN R06 -- SCALE: 3/16" = V-0" Law,(,rce E. Bennlett, P.E. FL ft -16644 31VIL ENGINEER - DEVELOPMENT CONSULTANT ?.O. BOX 21136% SOUTH DAYTONA, FL 32121 - - TELEPHONE: (386) 767-9774 FAX: (366) 767-6556 PAGE n © COPYRIGHT2004 3dWL�.$ NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 130140150 P#8 1 #10 1 #12 1 #12 TYPICAL SCREEN R06 -- SCALE: 3/16" = V-0" Law,(,rce E. Bennlett, P.E. FL ft -16644 31VIL ENGINEER - DEVELOPMENT CONSULTANT ?.O. BOX 21136% SOUTH DAYTONA, FL 32121 - - TELEPHONE: (386) 767-9774 FAX: (366) 767-6556 PAGE n © COPYRIGHT2004 3dWL�.$ NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECI]ON 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: - (2) #10 x 1-1/2" S.M.S. THROUGH SPLINE GROOVE; EDGE BEAM 1>Ile SIDE WALL HEADER 1" x 2" of; 1:-:N BACK ATTACHED I ATTACHED TO 1" x 2" OPEN TO FRONT POST W/ I BACK W/ MIN. (2) 910 x 1-1/2" #1 :. ;� 1-1/2" S.M.S. MAX. 6" I S.M.S. FRC: NI EACH END OF POST AND 24" O.G. SIDE WALL GIRT ATTACHED 1" x 2" OPEN BACK W/ MIN. (3 I I #10 x 1-1/2" S.M.S. IN SCREW BOSSES FRONT WALL. GIRT ® � I ccmrcmw- 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 Wl I ANCHORS @ 6" FROM EACH #1 O ;. 1-1/2" S.M.S. MAX. 6" �w vXMIvi POST AND 24" O.C. MAX. AN[ FR(:,:V! EACH END OF POST. WALLS MIN. 1" FROM EDGE AND 24" O.C. 1" I CONCRETE MIN. _ . 4 b .a TYPICAL & ALT'ERNAT'E CORNER DETAIL SCALE: 3" = V-0" Lawronce E. Bennett, P.E. FL # 1664 iWIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE; (386)767A774 FAX; (386) 767-6556 PAGE .,vee ...e.�.. © COPYRIGHT 2004 3Aa16 NOT TO BE 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 PER 4'-0" PANEL ACROSS THE F RONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW :DIRT AND KICK PLATE 2" x 2" HOLLOW RAIL F' '.ST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES r TYPICAL UPRIGHT DETAIL SCALE: 3" 1'-0,' SECTION '3A RISER PANELS ATTACHED PEF CHAPTER HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S.. IN SCREW BOSSES 21'x2",2"x3"OR3"x2" 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 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX) Lawrence E. Bennett, P.E. FL # 166.44. . CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, PL 32121 TELEPHONE: (386) 767.4774 FAX: (306) 767-6556 PAG IG' COPYRIGHT 2005 99 q I` OT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENGE E. BENNETT. P.E. aA-7 19 :13EC'TIC 11 3A SCREEN, ACRYLIC & VINYL ROOMS "fable 3A3 .'1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 lFor 3 Seco it wind gust at 110 MPH velocity; using design load of 11 #/SF Tributary Load Width 'W' = Purlin Spacing Se ;l ons 3'•-0" 3'-6" 4'-0" 1 4'-6" 1 5'-0" 15'-6" 6'-0" 6'-6" Allowable.Weight 'H' I bending'b' or deflection'd' x 2" x 0.1. i,l" Hollow g'-.5" b 8'-9" b 8'-2" b T-8" b 7'4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" "x 2"x 0.13 SG" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-S" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 6-6" . _.. •:''" x 2" x 0.U45" Hollow 11'••3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b II' -4" b 7-11" b 7'-8" b 7'-5" b 7'-2" x 2" x O.tlill" 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 ._.. x 3" x 0.(1 4!i" 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" ... _.. ;i:" x 4" x 0.0 511" Hollow 161••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 _.. x 4" x 0.0.46" S.M.B. 19'•-1" b17'-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.f; ill" 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'-0'1b 15'-5" b 14'-11" b ._ _.. :" x 6" x 0.t. ill" 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" b _.. " x 2" x O.t,dd" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b T-11' b T-7" b 7'-4" b T-1" b _.. 2:" x 3" x OX -15" 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 _.. x 4".x 0.(:�4ti" . Snap 17'••7" b , 16'-3" b 15'-3" 6 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11".b 11'-6" b 1 11'-1 I Far 3 sect m wind gust at 120 MPH velocity; using design load of 13 #LSF " Tributary Load Width 'W' = Purlin Spacing Scl:a.i�ns 3'•A" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" - 6'-0" 6'-6" 6" Allowable Height 'H'/ bending'b' or deflection 'd' _.. x 2" x 0.!; •4dHollow 1 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 x .� 53" 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 ii" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b ",�V'-xi" 7'-4" b 7'-1" b 6'-1 D" b 6'-7" b x0A 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 7'-10" b .,�......_.. "" x 3" x 0.{L45" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" 6 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-2" b .._.. IS:" x 4" x O.IIiD" Hollow 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b x 4" x 0.11 i'd" S.M.B. w 17'.-6" b 16'-3" b 15'-2" ti 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" _._ •zP' x 5" x 0,11 iJ" S.M.13: 21'-8" b 20'-1" b 18'4" b 17'-9" b 16'-1D" b 16'-0" b 15'-4" b 14'-9" b 14'-2" b 13'-9" 2 ..._ _ r.:' x 6" x 0.115)"15'-8" 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 -6-b -'- I'V' x 2" x 0.(1.41" 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 2" x 3" x 0.04'i" Snap 13'-3" b 12'-3" b 11'-5" b 1IDA" b 10'-3" b 9'-9" b 9'-4" b 8'-11" b b b ,_. ;�:" x 4" x 0.t1.!!i" Snap 16'••2" b 14'-11" b 14'-0" b 13'-2" b 12'-6" b 11'-11" b _. 11'-5" b 10'-3 10'-11" b 10'-7" b 10'-3" b 0'-7 Notes: 1. Above span > do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the ;above spans fc r total beam spans. :. Spans ma,- )e interpolated. l_awrence E. Bennett, P.E. FL 16644. GtPt,. rSNGlNEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYrONA, FL 32121 TELEPHONE: (3110)767.47741": (386) 7137-6556 © COPYRIGHT 2804 p ,g .3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION 01: LAWRENCE E. BENNETT. P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 Tables 7.4.1 Structali 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 48" x 0.024" Roof Panpl Wind Open Structures Mono -Sloped 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 21'-4° 23'-10" 23'-0" 20'-4". 22'-9" 21'-11" 15'-1" 1T-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 MPH 20'-4" 22'-9" 21'-11" 1_T7':5"-'- x,19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 15'-11" 18'-11" 18'-3" 11'-8" 13-6 =2" 4'-0" 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 48" x 0.030" Roof Panel Wind Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang 1 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 24'-11" 2T-11" 27'-0" 23'-10" 26'-8" 25'-9" 18'4' 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'-8" 17'-B" 15'-10" W-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'-7" 22'-10" 18'-8" 20'-10" 20'-2" 13'-7" 15'-2" 14'-8" 4'-0" 140 MPH 14'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 12'-8" 14'-2" 13'-8" 4'-0" 150 MPH 14'-5" i6'-2" 15'-7" 14'-5" 16'-2" 15'-7" 11'-2" 13'-2" 12'-9" 4'-0" 4" x 48" x 0.024" Roof Panel Wind 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 spam 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" W-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 15'-1" 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" IT -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 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-5" 12'-4" 1 VA" 4'-0" 4" v AS" v 0.030" Rnnf Panni Wind 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 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" 2T-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" 1T-8" 19'-10" 19'-1" 4'-0" 123 MPH 25'-8" 28'-8" 27'-9" 22'-2" 24'-10" 23-11" 16'-1) 19'-3" i8'-7" 4'-0" 130 MPH 23'-8" 26'-5" 25'-7" 20'-10" 23'-4" 22'-6" 15'-2" 18'-1" 17',•6" 4'-0" 140 MPH 16'-2" 18'-1" 17'-6" 16'-2" 18'-1" 17'-6" 14'-2" 15'-10" 150 MPI{ 16' 2" 18'-1" 17' 6" 16' 2" 18'-1" 17 6" 13' (dote: Total roof panel width = room width + wall width + overhang i ���rrt�uuYA� Lawrence E. Bennett, P.E. FL # 16644 350 B U R i9 A N K ROAD, CIVIL ENGINEER -DEVELOPMENT CONSULTANT OL,D9MAR, FLORIDA 34677 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 NATIONWIDE; 1-800-229-5257. TELEPHONE: (366)767-4774 LOCAL 613-855-2627 FAX: (386)767-6556 FA.0 B13 -B 55-8128 .._.` c; C�PYRIGHT2004 NDT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E: BENNETT, P.E. f 9 FASTENERS SECTION 9 DRIVE NAIL SPIKE CONCRETE EXPANSION SCREW: T -BOLT BOLT CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL HEX HEAD MACHINE SCREWS TEK SCREW LAG SCREW BOLT W/NEOPRENE WASHER I OPTIONAL METAL FASTENERS WASHER SCALE:. N.T.S. 14 CITES: A _TERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST ME=ET OR ' .. EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE EC:DPROVED BY THE BUILDING OFFICIAL. . Lawrence E. Bennett, P.E. FL # 96644 CNIL ENGINEER-pEVuopm£NTCONSULri1N7 P.O. 60X 214368, SOUTH QAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (366) 767-45556 © C OF YRIGHT 2004 WAGE A GT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNEIT, P.E.