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HomeMy WebLinkAbout108 Pinefield DrCITY OF SANFORD PERMIT APPLICATION RECEIVED JUN 22t[1�, JUN 2" S 2005 Permit # : J7� Date: Job Address: /09 P1 n/E- / GL.() Z -P, Description of Work: 0 ',Y a 0 A (N ryl� ,� „F ,v� gr_"Vy>n so/ 5C 1 --eve ✓1 i , r,VI Historic District: Zoning: Value of Work: 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 owbmmercial Occupancy Type: Residential Commercial Industrial Total Square Footage: 2,0-d " Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for (ether than X) Parcel #: 190,1 ^ 1 l - 3( - 5-- 0w0 - 00el V (Attach Proof of Ownership & Legal Description) Bonding Company: Address: Mortgage Lender: :)7 320 -v° -iJ29 C!E5C0(100C51 ?___ '��/ _ "1 Phone:/1!_,9.c, _,l' n '7 Address: Architect/Engineer: .2 CL Jr G e% C'e'�p 3 e v% y�p,� n ^ Phone: Address: 1'O , "j02 Qlg3 ?6 ,s V0,44 I-, _e,,C �/`� o� I 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: 1 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 found in the public records of this county, and there may be additional permits required from other governmental entities such as water management dis cts, to agencies, or federal agencies. Acceptance of p mit is verification that I will notify theLoner ofthe property ofthe requirements ofFlorida Lien L , FSW_ 6, �� Signature of Owner/Agent Date Signature of Contractor Agent Date Pri r/ ` ent's ame,� Pant C tract r/Age[ is Na e Signature of Notary -State of Florida Date Signaturey da Date Robert Hart -mac MY Commlatim DD29 l My Commission OD297581 qaEVku M" pg. 2008 Owner/Agen tQ�Bor Contractor/Agent is Personall Known to Me or Produced lR,� -S(�7� Q _Produced (DF3$a- �� $� 30�•/ APPLICATION APPROVED BY Special Conditions: Bldg �;r �.02 Zoning: (Initial & Date) (Initial & Date) 7 Utilities: FD: (Initial & Date) (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.orglpls/web/re web.seminole_county title?parcel=32193151500000040... 6/14/2005 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 32-19-31-515 Number of Buildings: 1 TDistrict: S1 SANFORD Parcel id: 0000-0040 ax rc: Depreciated Bldg Value: $92,064 Owner: GORDON Exemptions: 00- CHARLENE B P HOMESTEAD Depreciated EXFT Value: $0 Land Value (Market): $24,000 Address: 108 PINEFIELD DR Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $116,064 Property Address: 108 PINEFIELD DR SANFORD 32771 Assessed Value (SOH): $105,857 Subdivision Name: CELERY LAKES PHASE 1 Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $80,857 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $1,594 Deed Date Book Page Amount Vac/imp 2004 Tax Bill Amount: $1,594 SPECIAL WARRANTY Save Our Homes (SOH) $0 DEED 11/2003 05128 0071 $121,300 Improved Savings: 2004 Taxable Value: $77,774 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LOT 4 CELERY LAKES PHASE 1 PB 62 PGS 75 & 76 LOT 0 0 1.000 24,000.00 $24,000 BUILDING INFORMATION Bid Bid Te Year Fixtures Base Gross Heated Ext Wall Bid Est Cost Type Bit SF SF SF Value New 1 SINGLE 2003 7 1,874 2,290 1,874 CB/STUCCO $92,064 $92,994 FAMILY FINISH Appendage / Sgft GARAGE FINISHED / 380 Appendage / Sqft OPEN PORCH FINISHED / 36 OTE: 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.orglpls/web/re web.seminole_county title?parcel=32193151500000040... 6/14/2005 Permit Number Parcel Identification Number 32- 19 - $1 • Owe -oogC) Prepared by: ':Rober4 1r4X f iVden (gonstruction (gorporation Return to: 425 S. Chickasaw Trail, Ste. 251 Orlando, FL 32325 (407) 671-9697 NOTICE OF COMMENCEMENT State of /--/-02--/DA, County of Sc7 M , c..c- MARYANNE MORSF_'r CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05785 FoG 1755 RECORDED 06/14812M 11:46:15 AM REGARDING FEES 16.E RECORDED BY L McKinley CERTIFIED MORSE MARYANN'E CLERK` OF CIRCUIT COURT �rhAtm � E COUNTY, FLORIDA JUN 2 8 2005 The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of the property, and street address if available) _ L oT �-f - C L l LR LAK z- S l7+NA5� , PLAT- -Roo (L, 6,2-� PC. S -1S f "74 l Ot; pi NLs r'I e -z-0 1� 2 r J q -V C. 32, - - 2. General description of /i�mprovement(s) ( V, /A i- - - WV pro"V CC1 , t� /,�V '4 3. Owner information Name GHAZ-L�� Telephone Number LI -D7 - �'-<j 10 I 7- Address 1 oz, Pi t, -3e JP► (---u:) i) CL- Fax Number S��-J CL,1D F (—lj2 -) / Interest in Property: 4. Fee Simple Title Holder (if other than the owner shown above) Name Telephone Number Address Fax Number Iden (gonstruction (corporation 5. ontractor 425 S. Chickasaw Trail, Ste. 251 ame Orlando, FL. 32825 Telephone Number qo7- %'%/ - � 7 Address Fax Number (407) 671-9697 V07- (071 6. Surety (if any) Name Telephone Number Address Fax Number Amount of bond S 7. Lender (if any) Name Address Telephone Number 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): Date Signed Sworn to and subscribed before me this �,. Signature of Owner[Note: per §713.13(1)(g), "owner must sign ...and no one else may be permitted to sign in his or her stead." day of .-J V rV 6 - who is personally known to me OR produced as identification. Signature of Notary Form Revised: 3/04 920 QS— by ial seal must appear below) 0F;I)"V2005 15:04 FAX 4077887488 SENTRY LONGWOOD -- -- N0.122 JUN, 9. 2005 2 12PM cElN1ARONDNr.:' HOMES ASSOCIATION, INC. ARCHITECTURAL MMEW BOARD LOT #_PEiASE # _ PROPERYY OWNER: , r � OL r` l e n e. - (SO f;� o PROPERTY xDDREsS ; 1015 9,-f- e i�t'j Vi a n FpYc� �I MAILINIa ADDRESS (if different) ; 3Aal- P_ TELEPH01M 4>9 - 320" '12.09 ` I FAx l ^ ��;B b -5O 6 2. 4v-1 - 3;1z- 941m -C Archito3ctural Review application for: :3wimminq pool �- Exterior paint colors 00031005 P. 3 -3Z-771 �;andsCap�.nJ Fencing —.�.� <�tne_ : St' - ��er•. rnj�,9 `Qom -i � -y'� daJ - �^� s,���a • � �2b S �•o�ic� ATTACM2:NTS FROM PROPERTY OWNER; written request describing addition, change or installation property survey showing where addition or installation is to be located 11 specifications (copies of plans indicating dimensions, materials made of, color, etc.) other (i.e., paint chip color samples, pictures, brochure) NOTE: Please be advised that work c:a=ot be started until the ARM has provided a written approval of a application. na;;� FOR USE BY THE ARCHITECTURAL RRVIEW BOARD request: real d forwarded to ARB to owner The ARE; 's decision on the plans submitted is as follows: .APPROVED with the following comments: s�lifs�nu....t.o. _ Z.1.1,.. laced • =eon -tag • and - buildi-nrl . regulations. And you must obtain any permits that are required. EENIED IKEMMP,,TION RECEIVED IS INCOMPLETE --required information is: c� Arc Stec Ural Rev ew Boar aatft 0P/WV2005 15:04 FAX 4077887488 SENTRY LONGWOOO — - - — - N0. 122 JUN. 9. 2001) 2;12PMCMMAROND���OMESAEOWN RS ASSOCIATION, rNc. J. ARCHXTECTVRAL FCMEW BOARD DATE :-"5 --I Y"0S LOT ##__4_ PHASE PROPERTY OWNER: _C' k a r � e.1'1'e- R) - GO fd o 0 PROPER�rY ADDRass . 108 ) � i e a 003/005 P. 3 n Mrd pi Z 2-7 7 l MAYLIMP ADDRESS (if different): ,`sAftle TELEPHONE -4brl - 32,0- 7109 `//W FAX 401 ^ �B b -SO 6 2- 4v-1- -1-2 9 t-c� Archit4actural Review application for: swimming pool Exterior paint colors �;andscap�.ng Fencing - ��..-.-.►-�....----�--- --------- rr------------------ ATTACMgNTS FROM PROPERTY OWNER; tYwritten request describing addition, change or installation property survey showing where addition or installation is to be located 11:specifications (Copies of plans indicating dimensions, materials made of, color, etc.) other (i.e., paint chip color s=ples, pictures, brochure) Nom= >?lease be advised that work cannot be started until the ARS Ras a written approval of a application. FOR USE BY THE ARCHITECTURAL+ MMEW BOARD request: reel d forwarded to ARB to owner The ARV -9 decision on the plans submitted is as follows: �.A,PPF4VED with the following Comments: 1) -,,,_t .._10DD.f:n....t a _ AIL.. l=*47 •-torArag , and regulations. And you must obtain any permits that are required. 2) EENIED INFORMATION RECEIVED IS INCOWIATE--required I info=atiorz is: ArchLtec ural ev ewe -a -d date Limited Power Of Attorney Date I herby name and appoint Mary Eden of Herself To be my lawful attorney in fact to act for me and apply to City Of Sanford Building Dept. For a Building permit for work to be performed at location described as: Parcel Id# 32-19-31-515-0000-0040 Gordon 108 Pinefield Dr Sanford Fl 32771 Job Name and Address Charlene Gordon 108 Pinefield Dr Sanford Fl 32771 Owner of Property and Address and to sign my name and do all things necessary to this appointment Richard Eden CGC060047 Type or Print Name of Certified Contragq and Lic.# Signature of Certified Contractor The foregoing ins ent was acknowledged before me is �W Day of T%Ar% Z 200TBy �'Ch� G^ who is person4ll known to me and/or has produced MMSa'?f% i� i I n:RMIT # PLANS REVIEWED CITY OF SANFORD v ri FICE 0 SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) r SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) SCALE: N.T.S. HOST STRUCTURE OR FOURTH WALL FRAME - USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.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) 7676556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P. E. 3A-1 SECTION 3A ALTERNATE CONNECTION DETAIL 1" x 2" WITH (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS SCREEN, ACRYLIC & VINYL ROOMS BEAM/HEADER (2) #10 x 1 1/2" S. M. S. INTO SCREW BOSS ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL ANCHOR 1" x 2" PLATE TO SCREW SYSTEMS CONCRETE W/ 1/4"x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH MIN. (3) #10 x 1 1/2" S.M.S. POST AND 24" O.C. MAX. INTO SCREW BOSS MIN. 3-1/2" SLAB 2500 PSI o 1" x 2" EXTRUSION CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH a' 1-1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3" = 1'-0" ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4" x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6 -10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2" x 2" OR 2" x 3" OR 2" S.M.B. POST MIN. (4) #10 x 1/2" S.M.S. @ EACH POST 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3" = 1'-0" 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 PAGE w © COPYRIGHT 2004 3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. .7 E C 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 ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. 'HROUGH SPLINE GROOVES 'IDE WALL HEADER ATTACHED TO 1" x 2" OPEN LACK W/ MIN. (2) #10 x 1-1/2" ).M.S. IDE WALL GIRT ATTACHED 1 " 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 ONCRETE W/ 1/4" x 2-1/4" ONCRETE/MASONRY NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND ✓ALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767AT74 FAX: (386) 767-6556 PAGE c © COPYRIGHT 2004 3A.6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A I 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 gust at 11t) MPH velocity; using Design 10210 or 11 IF/or Sections 3'-0" 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 AllowableHeight 'H' / bending 'b' or deflection 'd' 7'-0" 7--6-- '-6"Allowable 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b _ 8'-2" b 7'-8" b 7'4" b 6'-11" b 6'-8" b 6-5" b 6'-2" b 5'-11" b 2" x 2" x 0.055" 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'-6" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'13" b 7'-11" b 7'-8" b 7'-5" b 7'-2" b 3" x 2" x 0.070" 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" x 0.045" 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'-6" 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 1 14'4" b 13'-4" b 12'-5" b 11'-9" b 11'-2" b10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b 2" x 4" x 0.045" Snap I 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 For 3 second wind gust at 120 MPH velocity; using design load of 13 NSF Sections 3'-0" 1 3'-6" 1 Tributary Load Width 'W' = Purlin Spacing 4'-0" 1 4'-6" 1 5'-0" 1 5'-0" 1 6'-0" 1 6'-6" Allowable Height 'H'/ bending'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" bj 5'-11" b 5'-8" bi 6-6" 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" x 2" x 0.070" 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 2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-2" b 2" x 4" x 0.050" 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 2" x 4" x 0.046" S.M.B. 17'-6" b 16'-3" b 15'-2" b 14'-4" bi 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 16'4" b 164" 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 16-8" 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'-6" 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 16'-2" b 14'-11" b 14'-0" b 13'-2" b 12'-6" b 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 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE I © COPYRIGHT 2004 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load 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') `18, 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 18, 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 4'-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 1 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'-9" 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 'd') 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 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 7'-1" 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 7'-5" b 1'-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 1'-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 7'-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 7'-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 1 6'-11" b 7'-10" b 7'-7" b 1'-5" d 12 5'-3" b 5'-10" b 5'4" b 1'-1" d 12 1 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) 767.4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 /� NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 1 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 H-14, H-25 Foam Core E.P.S. 1# Density Manufacturers Proprietary Products: 3" x 48" x 0.024" Roof Panel 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 MPH 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 MPH 20'4" 22'-9" 21'-11"' 17'-5" 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'-8" 13'-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" T-11" 3" Y 48" x 0.030" Roof Panel 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 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'-8" 17'-8" 15'-10" 4'-0" 123 MPH 22'-11" 25-7" 24'-9" 19'-10" 22'-2" 21'-5" 14'14" 16'-0" 151-6" 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" 16'-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 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 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 1 17'-5" 19'-6" 18'-10" 4'-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" 1 23'-2" 18'-6" 1 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 MPH 13'-6" 15'-1" 14'-7" 13'-6" 1571--F14'-7-T10--5" 17'-6" 13'-2" 12'-4" 11'-4" 77 A" v AR" v n Mn" P—f Pano1 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 I span Overhang / Cantilever 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" 1 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" 123 MPH 25'-8" 28'-8" 27'-9" 22'-2" 24'-10" 23'-11" 16'-0" 19'-3" 18'-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" 15'-4" 4'-0" 150 MPH 16'-2" 18'-1" 17'-6" 16'-2" 18'-1" 17'-6" 13'-2" 14'-9" 14'-3" 4'-0" Note: Total roof Panel width = room width + wall width + TRUCTAL@ Lawrence E. Bennett, P.E. FL # 16644 350 BURBANK ROAD, CIVIL ENGINEER - DEVELOPMENT CONSULTANT OLDSMAR, FLORIDA 34677 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 NATIONWIDE 1 -BOD -229-5257 TELEPHONE: (386)767-4774 LOCAL B 1 3-B55-2627 FAX: (386) 767-6556 FAX B 1 3 -B55 -B 1 2B PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-49 SECTION 7 1 SOLID ROOF PANEL PRODUCTS #8 x 1/2" ALL PURPOSE SCREW,..@ 12" O.C. BREAKFORM FLASHING 3" COMPOSITE ROOF PANEL (SEE SPAN TABLE) STRIP SEALANT BETWEEN ---I FASCIA AND HEADER 1/2" SHEET ROCK FASTEN TO PANEL W/ 1" FINE THREAD SHEET ROCK SCREWS @ 16" O.C. EACH WAY FASTENING SCREW SHOULD BE A MIN. OF 1" BACK FROM THE EDGE OF FLASHING WHEN SEPARATION BETWEEN DRIP EDGE AND PANEL IS LESS THAN 3/4" THE FLASHING SYSTEM SHOWN IS REQUIRED ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS SCALE: 3"= 1'-0" NOTES: 1. FLASHING TO BE INSTALLED A MIN. 6" UNDER THE FIRST ROW OF SHINGLES. 2. STANDARD COIL FOR FLASHING IS 16" .019 MIL. COIL. 3. FIRST ROW OF EXISTING NAILS MUST BE REMOVED TO INSTALL FLASHING PROPERLY. 4. FLASHING WILL BE INSTALLED UNDER THE FELT PAPER WHEN POSSIBLE. 5. HEADER WILL BE PUTTY TAPED AND CAULKED EVEN THOUGH FLASHING IS TO BE INSTALLED. 6. IF THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO THE TOP OF THE HEADER IS MORE THAN 1" THEN THE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM TO THIS DROP. 7. WHEN USING FLASHING THE SMALLEST SIZE HEADER AVAILABLE SHOULD BE USED. 12" .03 MIL. ROLLFORM OR 8" BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS THE FLAP LIP OF THE HEADER BACK FROM THE EDGE OF THE FLASHING. 8. WHEN SEPARATION BETWEEN DRIP EDGE AND PANEL FLASHING IS REQUIRED 1/2" SEPARATION MINIMUM. 9. STRIP SEALANT BETWEEN FASCIA AND HEADER PRIOR TO INSTALLATION. 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 7-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.