Loading...
HomeMy WebLinkAbout102 Country PlM lea CITY OF SANFORD.M1..B41T APPLICATION Permit No.: J i� Date: -I­Iz�,2_ Job Address: Permit Type: Mechanical Fire Alarm/Sprinkler Additional Information for Electrical & Plumbing Permits ,:4 Electrical: _Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: _Residential Commercial _ Industrial Total Sq Ftg: J� Value of Work: S --7k Type of Construction: Flood Zone: Number of Stories: Number of Dwelling Units: i Parcel No.: (Attach Proof of Ownership & Legal Description) Owner/Address/Phone-� Contractor/Address/Phone: �2JC State License Number: Contact Person: c�L`✓,�•> �•-e Phone & Fax Number: Title Holder (If other than Owner): Address: Bonding Company: ` Address: Mortgage Lender: Address: Architect(Engineer Phone No.: Address: Fax No.: 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 maybe additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date I Print Owner/Agent's Name Pri:tt Co is Name Signature of Notary -State of Florida Date Si atur Date ,����,, Debbie 0. McNeal `� "` Commission ODD 163723 AFA .. , � ' Commission ODD195542 =• '1 • :•: Expires: Dec 20, 2005 • :.,::Expires: Mar 23, 2007 Bonded Thru ',SOF i� •` +•...• °mac BondedThru Atlantic Bonding Co., Inc. Atlantic Bonding Co., Inc. Owner/Agent is sonally Known to Me or Contractor/Agent is Personally Kno to Me. or _ Produced ID � Produced ID YWZ5 -f 1-7 3f7U APPLICATION APPROVED BY: Date: IS-- l Z-0 j Special Conditions: r I POWER OF ATTORNEY (DATE) —D'—'Z�-�6" I hereby name and appoint perrormea by WHITE ALUMINUM PRODUCTS, INC., and sign my name and do all things necessary to this appointment. CLELL COLEMAN III CERTIFIED CONTRACTOR #CBC001467 CERTIFIED ROOFER #CCC035617 2101 E. MAIN ST, LEESBURG, FLORIDA 32748 Sworn to and subsdribed before me this lo� day of 2001. :1 Commissbn OD199M ry ,� E"s April 19, 2007 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL > tg .: - COUNTRY, P L b ♦♦ yy .� -iminC 1 i. xint + 1Ii71 it ktrc4!w�. �<�`� PAOLA RD 25TH ST W 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-506-0000-0020 Tax District: S1-SANFORD Number of Buildings: 1 DODD JERRY W & 00- Depreciated Bldg Value: $108,694 Owner: CAROL K Exemptions: HOMESTEAD Depreciated EXFT Value: $1,050 Address: 102 COUNTRY PL Land Value (Market): $22,000 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 102 COUNTRY PL SANFORD 32771 Just/Market Value: $131,744 Subdivision Name: COUNTRY PLACE THE Assessed Value (SOH): $131,744 Dor: 01 -SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $106,744 SALES Deed Date Book Page Amount Vac/Imp WARRANTY DEED 09/2002 04530 0527 $154,900 Improved 2002 VALUE SUMMARY WARRANTY DEED 09/1996 03133 1071 $102,000 Improved 2002 Tax Bill Amount: $1,419 WARRANTY DEED 05/1992 02583 0348 $106,500 Improved 2002 Taxable Value: $67,037 WARRANTY DEED 12/1987 01914 1209 $120,000 Improved WARRANTY DEED 09/1984 01579 1888 $121,000 Improved Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 2 COUNTRY PLACE THE PB 26 PG 30 LOT 0 0 1.000 22,000.00 $22,000 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1984 7 2,446 1,963 SIDING AVG $108,694 $116,875 Appendage / Sgft BASE / 180 Appendage / Sgft GARAGE FINISHED/ 483 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1984 1 $1,050 $2,000 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=33193050600000020&c] 5/8/2003 ..... .. w. w.n... .. �..� www. wmimem=""Minot Permit Number ;__, MARYANNEWNW, CLERK OF CIRCUIT COURT Parcel Identification Number O61( 0yg i yPG'1595 CLERK'S N 2003077129 Emeared by: RECORDED 05/08/am RECORDING FEES 'L M RECORDED BY N Nelden Return to: \---I NOTICE OF COMMENCEMENT State of County of The undersigned hereby gives notice that improverrient(s) will be made to certain real property, and In accords with Chapter 713, Florida Statutes, the following information Is provided In this Notice of Commencement. t ' � 1. Description of property (legal description 'Of the property, and street address If available) 2. General description of Iniprovement(s) 3. Owner Information Name ,as ���q� Telephone Number Address �OoZ �`Fax Number SJ a Interest In' Properly: 4. Fee Simple Title Holder (if other than owner shown above) Name Telephone Number Address Fax Number Contractor„ �M Name ao s M1 �'t�, Telephone Number 4'l- Address G2�y,r�• Fax Number S. Surety (if any) Name Telephone Number Address Fax Number Amount of bond $ 7. Lender (if any) Name Telepoone 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 TIFIEB I Q3 MARYANNE MORSE_ 9. In addition to himself or herself, Owner designates the following to receive a copy__ ��$�1 CDU”- provided In §713.13(1)(b), Florida Statutes: 015019M. t,u Name 1 t Telephone Number g_ --­� Addr4s Fax Number IMPuTY txEtlli 10. Expiration date of notice of commencement (the expiration date Is one year from the date of.recordhr unless a different date Is specified): Date Signed gna ure of Owner [Mt: per §713.13(1)(0), "owner ust sign ...and no one else may be permitted to sign Ii his or her steed." Sworn to and subscrl d beforo me this day of , 20 -by who Is ersonally know to me OR produced as Identification. 111 - Form Revised: 12/00 for 19_ to 20_ Signature of Notary (notarial seal to Debbie 0. McNeal .'V CommissionlDD195542 �=•= Expires: Mar 23, 2007 Bonded nru Atlantic Bonding Co.. IS= AI.II.�IiAl11A�M D 1Ai D D 2761 Esd Mdn Brest 96 & 9mc W !&d. ismu.& Nwr.I11 tsab"'R717I6 ppWRW R91I19 *ADaMFL3279 p641a+m ps2►tnw»a P543 TTX $to Certilfed Rooting Contractor /CCCOM617 RETAIL D WHOLESALE D 0 60w."O"1742 9766bwwtm&E IDIftFim"Rt Hdrapq,R69/I . ibtaras,FL3VI2 6tsetCl1y,FL3196 "ilmmt pI111n+966 P41174171 %domm. The undersigned, Representative of whits Aluminum Products, Inc., acknwM- 996 U.& 1 =1110wwood Ao. Wobegh,rL6199 hd0rrgkFL31IV ' (661)907266 p6q 1M760 7 Dlrecdons to , RETAIL D WHOLESALE D 0 60w."O"1742 9766bwwtm&E IDIftFim"Rt Hdrapq,R69/I . ibtaras,FL3VI2 6tsetCl1y,FL3196 "ilmmt pI111n+966 P41174171 %domm. The undersigned, Representative of whits Aluminum Products, Inc., acknwM- -d— , - - Job If: Fj I Start Date: Crew: Sales Lead M. l3 End Date: Sold To: . 7 Dlrecdons to , Street Address:. Signature: ti. Branch Mgr. Spouse;, CRY: S State: �i�23p:3'Z%i Property Description: Subdivision Block Lot(s) (/ ClG LAS- W 415«G.7-0 i I hereby acknowledge that the Improvements specified herein Phone: ( �7 i Z Date: are to b done o Real Property Owned by the Purchaser. Initial! Customer's Social Securl No. � - rr This is a contract to perform the services as ouatneo oerow. rul 6- cu m mare — —. --• •� ^• -- .----- - agreements contrary to what Is stated herein are not binding according to the provisions of this contract. CONTRACT FOR: r--1. n Hibor PLEASE READ TME EMIINS WM/"Mil raRVn/ AnV aarsa.n mr-rvss:.�salr�snaw, The undersigned, Representative of whits Aluminum Products, Inc., acknwM- The undersigned hereby authorizes whits Aluminum Products. Inc. to perform r 1 the services as ape n s contract. The undwelgned accepts the above notified of any additional cost prior to work performance and written up under, K a seperat contract Not Sign Before Re "t nor Contra Y ReprssentlM's Customers [� Signature:v Signature: ti. Branch Mgr. Spouse;, rd ori Yong O3 (iW0 SIGNATURES REOUIRED ON ALL CONTRACTS EXCEEDING 66,000) (/ ClG LAS- W 415«G.7-0 o nr r* -u— C!> &Reiar c� t r � rr W l`/VsC-,L, " 1st Qd , Oyar►l 1ud' g r 0� r Lam• REQUIRES MANAGER'S APPROVAL r `rT`^' ""' — EX f STREET I 32-7 TERMS OF PAYMENT % Saban Pace: $ 71qv 25% Deposit D Draw schedual attached` Permit $ /00 All Contra Balances Are Cash Upon Completion Unless Noted Below. No.: All checks should be made payable to: Sales Tax: whenapplicable)$ WHIT ALUMINUM PRODICTS INC.' '77,5vZE OTHERTERMS: Total Contract•. $ Less Deposit: !✓ $ Sso . (ALL TERMS ARE SUBJECT TO CREDIT APPROVAL) �� Due: $ FMSE READ BACK OF CONTRACT FOR BUYER'S RKAIf TO CANCE4 PLEASE READ TME EMIINS WM/"Mil raRVn/ AnV aarsa.n mr-rvss:.�salr�snaw, The undersigned, Representative of whits Aluminum Products, Inc., acknwM- The undersigned hereby authorizes whits Aluminum Products. Inc. to perform edges that all, agreement for services are specified herein. Customer willbe- the services as ape n s contract. The undwelgned accepts the above notified of any additional cost prior to work performance and written up under, prices, specifloa , or of payment and PrOvIonji as est forth herein. Do a seperat contract Not Sign Before Re "t nor Contra Y ReprssentlM's Customers [� Signature:v Signature: ti. Branch Mgr. Spouse;, Signature: O3 (iW0 SIGNATURES REOUIRED ON ALL CONTRACTS EXCEEDING 66,000) Dat:;; AMAI IYTeIf� CERTIFICATE OF LIABILITY INSURANCE 02/17/0°' ' Producer Insurance Company of the Americas THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 1310 Utica Street a St Utica ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.O. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Oris kany, New York 13424 kany, ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Tel: 8-2726 Fax: 315-736-8731 INSURERS AFFORDING COVERAGE EACH OCCURRENCE $ Insured First Financial Employee Leasing, Inc. INSURER A: Insurance Company of the Americas L/C/F White Aluminum Products, Inc. INSURER B: 3745 Tamiami Trail INSURER C: Port Charlotte, FL. 33952 GENERAL AGGREGATE $ INSURER D: GEN'L AGGREGATE LIMIT APPLIES PER: INSURER E: rs.Trr=1 _>/.Tri = THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTNE DATE MWD POLICY EXPIRATION DATE MM/DD/YY LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE = OCCUR EACH OCCURRENCE $ FIRE DAMAGE (Any one fire) $ MED EXP (Any one person) $ PERSONAL 6 ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS — COMP/OP AGG $ PRO - POLICY JECT LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ (Ea accident) BODILY INJURY $ (Per pew) ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY $ (Per acodent) HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY ANY AUTO AUTO ONLY— EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY AGG $ EXCESS LIABILITY OCCUR R CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ $ DEDUCTIBLE $ $ RETENTION S A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY W C03010103 12/31/02 6/30/03 X TORYTLIM S ERH E.L. EACH ACCIDENT S 1,000,000 E.L. DISEASE — EA EMPLOYEE S 1,000,000 E.L. DISEASE — POLICY LIMIT $ 1,000,000 OTHER Client # 1954 DESCRIPTION OF OPERATIONS/ LOCATIONS/ VEHICLES/ EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Coverage applies only to those employees leased to but not subcontractors of White Aluminum Products, Inc. add on date 9/2/02. Re: CLELL COLEMAN LICENSE HOLDER CCC035167 AND CBC 001467. CERTIFICATE HOLDER ADDITIONAL INSRUED: INSURER LETTER: CANCELLATION Seminole Count Building Dept. Y g P SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO 1101 East First Street MAILDAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO Sanford, FI 32771 LEF_30_ THE T, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORItEO REPRESENTATIVE i FFEL CLI (7100) r -T CL qL L LI Che undersigned,' hereby'accepts this slimy, whish shows PncrnarhmpntA ac higblaghtp ' - - We further understand that an exception will be made on our final owner's policy. SANFORD BUILDING DEPT. Dated THESE PLANS ARE REVIEWED AND CONDMONALLY Signed By ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED- THE WORK AND NOT AS AUTHORITY TO VIOLA' 0U.NTRY .PLACE. Signed By CANCEL ALTER, OR SET ASIDE ANY OF THE. PROVISIONS OF THE TECHNICAL CODES, NOR SHALL 31.00ASPH 1:AWRENCE R. SiTEINER, P.A. ISSUANCE OF A PERMIT PREVENT THE OUILD404a DEPT FROM THEREAFTER REQUIRING Ik CORRECT C TION OF ERRORS ON THE .^_- ----4S-,+N*TR0CT10ft OR OTHER VIOLATIONS OF THE CODES, S80059'48E 5 7.00'(P&M) _ FRB 1 /2" FRS 1/2" 55.35' (P) E5.40'(M) O O C\2 0 0 0 2 .;SP;{' 1.5' 15.L0 U ) 6' CONC I I WALL f 0.8p 0.3 , 7.7'_ (( '? 7.1 I ' . II N O E.2. O d N r 12.00' o c: Irl i — STORY RESIDENCE a 2 12.10 � Fri 2C.B0' � ` > _CONC a � ..�.r. � OUR 6' 1 D.E. WOOD a FP.E' 1 11 FLOOD INFORNLATIDN: FLOOD ZONE COMMUNITY NO. PANEL NO. X 120239 0040 E vp dim L+:=r,- —, -- SUFFIX DATE OF FIRM 4/17/95 FR9 1/2. FRB i/2. DATE OF SURVEY 3/26/02 ;489059'4g" W 57.00:(P&M) `ro SURVEY N0. 22966 0 PERMIT #_j)3wj11Y OFFI � PRM PERMANENT REFERENCE MCNUMENi Cu CONCRETE MONUMENT 7) FENCE OWNERSHIP NOT OETERMN(O MESS OTHERWISE I HEREGY CERTIFY THAT CONMOIED. MINIMUM TECH T/ 1) NDI VALID UNLESS SIGNATURE 6 EMBOSSED WITH THE FLORIDA CARO OF —. WIRE EN p1 ARD PCP POINT of CONTROL PONT FO FOS REC;STERED LAND SURVEYORS SEAL g) MEASUREMENTS TO WINE FENCES ARf TO CENTER OF WIRE. —+—+— WIRE FENCE Tut DETANLT? POB pCWrt Of BEUNNWG R/w RIGHT-OF-WAY Z. LEGAL DESCRIPTION PROVIDED By OTHERS 3) WEASUREMENtS TO WOOD FENCES ARE 70 CUISICE OF WOOD. CHAP 61.17• _ �-s--r WOOD FENCE L ARC PROPERTY CORNER l ARC LENGTH PCC POINT OF COMMENCEMENT ORB OFFICIAL RECORD BOOK .< PROPERTIES SHOWN NEFfCN WERE NOT APSTRACIE7 FCR 14) ;ALL, MEASUREUENIS ARE TO/FROM FACF> OF NAll s. pOCV PCINt ON CURVE FF FINISHEO FLOOR 1 ) T PROPERTY LINE R FpM Of CURVATURE EASEMENTS OR OTHER RECORDED ENCUMBRANCES NO 11 ORAWNC CSTAMCE BETWEEN WALLS AHD/CR FENCES ANO TO SECTION A 2, E CENTERLINE - N/D NAIL AND DISC PC EL ELEVATION SHOWN ON INE PROPERTY PUT OF RECCRO. (R) RECORD CL CLEAR PI PONT OF INTERSECTION NIS NOT TO SCALE A) BEARINGS WHERE SHOWN ARE PER FIAT UNLESS PROPERTY LIMES MAY BE EXAGGERATED FOR Ci FEDERAL (M) FIELD MEASURED ENCR ENCROACHMENT PT PONT OF 7ANCENLI W/ WITH OTHERWISE NOTED. 1') ft000 ZONE INFORMATION wA.s DE1im0 FRCP /EOE7ul FD4•CP FOUND +•CONCRETE PO57 FIP FOUND IRON PPE PRC PONT OF REVERSE CURVE N NORTH �) UNDERGROUND UTNiiES. FOUNCATgNS. OR OTHER EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RALE E A MIT SRB SET 1/Z' DIAMETER REAP FRB FOUND PEW FCC POINT OF COMPOUND CURVE 5 SOUTH IMPROVEMENTS. IF ANY, WERE NOT LOCATED. MAPS. PFOFES NAL SMF` .;iu i NFGHBCRING PRGFERtY DU.E. CRANAGE a UTILITY EASEMENT E EA.Si si ELEVAMNS. IF SHOWN ARE BASED ON NATIONAL GEODETIC _. _ FLORI EGISTEREI _ al y � o d, LOCATION PLAN: 1"=200' PROPERTY ADDRESS: 102 COUNTRY PLACE SANFORD, FLORIDA 32771 LEGAL DESCRIPTION: LOT 2, THE COUNTRY PLACE, ACCORDING TO THE PLiI.T THEREOF AS RECORDED IN PLAT BOOK 26, PAGE 30, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. CERTIFIED TO: JERRY W. DODD AND CAROL K. DODD, ILAVIP.ENCE R. STEINER, P.A., AMERICAN PIONEER TITLE INSUFANCE COMPANY, SOUTHTRUST MORTGAGE CORPORATION l' SURVEY MEETS THE B E A L E 1 FORTH BY THE 1 ORS N DE PURSUANT PROFESSIONAL SURVEYOR & MAPPER 113 CONCORD DRIVE. SUITE A. CASSELBERRY• FLORIDA ZAPPER POST OFFICE BOX 151633,,ALIAI.IONTE SPRINGS, FLORIDA, 32715 PHONE: 407-331-5577. FAX: 407-331 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS SECTION 3 INTERIOR BEAM TABLES: SCREEN & VINYL ROOMS; 3.1.3 GLASS ROOMS: (PARTIALLY ENCLOSED) 3.2.3 (ENCLOSED) 3.3.4 r H 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. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.4 GLASS ROOMS: (PARTIALLY ENCLOSED) 3.2.4 (ENCLOSED) 3.3.5 HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL ATYPICAL GABL-E-SOLID;ROOF ENCLOSURE, SCALE: N.T.S. Lawrence E. Bennett, P.E. CML ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 211368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767.4771 FAX (386) 767.6556 © COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3.1 SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS / 'LW` FOR MAX. H` / UPRIGHT'l I HEIGHT (h) EDGE BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.1, 3.1.2 GLASS ROOMS: (PARTIALLY ENCLOSED) 3.2.1, 3.2.2 (ENCLOSE,D) 3.3.1, 3.3.2.3.3.3 1"x2" 10MIN. 3-1/2" SLAB ON GRADE kRIES OR RAISED FOOTING TYPICAL GLASS ROOM WITH SOLID ROOF FOR FOOTINGS SEE DETAILS TYPICAL FRONT VIEW FRAMING PAGE 3-23, 24.25) ` (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x 2" PLATE TO BOTTOM OF WALL BEAM) SIZE BEAM AND UPRIGHTS (SEE TABLES) O.H SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) 'LW' LOAD WIDTH FOR ROOF BEAM 'P/2' Y/ 'P/2' VARIES ! VARIES NOTES: - 'P VARIES - ALTERNATE CONNECTION @ FASCIA ALLOWED (SEE SECTION 7 FOR DETa w O� z� ixj U rn P = PROJECTION FROM BLDG. LW = LOAD WIDTH 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. &SELECT SCREEN ROOM FORTH WALL BI=AM FROM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL BEAMS FROM TABLE 3.1.5 USING P/2 4.ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 1 140150 #8 1 #10 1 #12 #12 TYPICAL SCREEN /-GL-ASS-ROOM SCALE: 3/16" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENTCONSULTANT P.O. BOX 214368, SOUTH DAYTONA. R 32121 TELEPHONE(386)767-4774 FAX (386) 767-056 PAGE ® COPYRIGHT 2003 3-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. 1 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS CONVENTIONAL FRAMING OR ALUMINUM FRAME SYSTEM AS MIN. SHEET ONE SIDE W/ 0.040" ALUMINUM COIL FOR SCREEN ROOM AND BOTH SIDES W/ 0.024" COIL FOR LASS ROOM. USE STANDARD NAIL OR SCREW PATTERNS FOR ANCHORING. Q, COPYRIGHT 2003 SOLID ROOF SECTION 3 WINDOW FRAMING CAN ATTACH DIRECTLY TO HEADE W1 #10 x 3/4" TEK OR S.M:S. 6" FROM EACH END AND 12" O.C. MAX TOP AND BOTTOM. GLASS WINDOW INSTALLED PER MANUFACTURERS SPECIFICATIONS GLASS-ROOM-WALL—_SECTI0Nt SCALE: 3" =1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214348, SOUTH DAYTONA. FL 32121 TELEPHONE (3118) 7874774 FAX (3118) 787-6558 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 3-11 SECTION 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS 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. ALTERNATE CONNECTION: "2) #10 x 1-1/2" S.M.S. 'HROUGH SPLINE GROOVES ;IDE WALL HEADER TrACHED TO 1"x 2" OPEN ;ACK 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 kNCHORS Q 6" FROM EACH OST AND 24" O.C. MAX. AND VALLS MIN. 1" FROM EDGE OF ;ONCRETE tTYP_ICAL: :&:AL -TE RNATEXORN ER- DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (36617671771 FAX (386) 767.8556 PAGE3 "l 6 ! ® NOT COPYRIGHT2003 O BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. m SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I SECTION 3 COMPOSITE ROOF PANELS: (4)1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2"x 2" OR 2"x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM // MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES "TYPICAL=UPRIG HT DETAIL SCALE: 3" = 1'-0 RISER PANELS ATTACHED CHAPTER 7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2"x20,2"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 aQ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214369, SOUTH DAYTONA, FL 32121 TELEPHONE (399) 797-4774 FAX (396) 767-0556 ® COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3-17 SECTION.3 SCREEN, ACRYLIC % VINYL, GLASS 8 MODULAR ROOMS RIDGE CAP #8 x 1/2" (3) PER PANEL — r ` #8 x 1/2"@.241 O.C. — — � r 3" RpOf 1-j m x� �— •Z"X� N(A N ( BEAM SUPPORT STUDS (TYPICAL) e e `I� ■ r N .- RECEIVING CHANNEL (6) #8 x 1/2" S. M. S. TO STUD AND (8) #8 x- 1/2" S.M.S. — — TO BEAM — � — r 9" Rpor pp,NEL — — �m x g VA N m 1 • • 60" MAX .2"x 6" S.M.8. HEADER :x • o ■ N ALTERNATIVE BEAM SUPPORT IGLASS"ROOM. FRAMING, DETAILS SCALE: 3" = T-0" Lawrence E. Bennett, P.E. CML ENGINEER - OENELOWENT CONSULTANT P.O. BOX 210366, SOUTH DAYTONA. FL 32121 TELEPHONE (366) 767-4771 FAX (366) 767556 PAGEM o I © NOT TO BrE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNET . RE, .�1 SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS 0 1-1/2" x 1-1/2" x 0.080" ANGLE •L93 INTERIOR BEAM TABLES: EACH SIDE OF CONNECTING SCREEN & VINYL ROOMS: BEAM WITH SCREWS AS 3.1.3 SHOWN GLASS ROOMS: PRIMARY FRAMING BEAM u► (PARTIALLY ENCLOSED) 3.2.3 CL (SEE TABLE 3.1.2 OR 3.1.5) P (ENCLOSED) 3.3.4 NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES MAYBE CONNECTED WITH (2) MINIMUM #8 S.M.S. x 3/4" LONG #10 x 1-1/2" INTERNALLY NUMBER REQUIRED EQUAL TO BEAM DEPTH IN INCHES BEAM TO BEAM CONNECTION SCALE: 3"= 11-0" NOTE: ANGLE OR RECEIVING CHANNEL EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH INTERIOR BEAM TABLES: ® �� (2) #10 x 1-1/2" INTERNALLY SCREEN $ VINYL ROOMS: = m 3.1.3 Q ® - MINIMUM #8 S.M.S. x 3/4" GLASS ROOMS: W LONG NUMBER REQUIRED (PARTIALLY ENCLOSED) 3.2.3 a EQUAL TO BEAM DEPTH (ENCLOSED) 3.3.4 IN INCHES BEAM TO WALL CONNECTION: (2) 2"x 2"x 0.060" EXTERNALLY MOUNTED ANGLES TO WOOD WALL WITH MINIMUM (2) 3/8"x 2" LAG SCREWS PER SIDE OR (2)1/4" x 2 1/4" CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE. FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" (ALTERNATE) (1)1-3/4" x 1-3/4"x 1-3/4" x 1/8" INTERNAL U -CHANNEL ATTACHED TO WOOD WALL WITH MINIMUM (3) 3/8"x 2" LAG SCREWS PER SIDE OR (3)1/4" x 2-1/4" CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM LARGER THAN 3" '136W -416 -WALL -CONNECTION . SCALE: 3" = Lawrence E. Bennett, P.E. CIVIL ENGINEER- DEVELOPMENTCONSULTANT P.O. BOX 214366. SOUTH DAYTONA, FL 32121 TELEPHONE(386)767-4774 FAX (386) 767.6556 PAGE © COP'YRIGHT2003 3-22 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I SECTION 3 Table 3.3.1-120 Allowable Edge Beam Spans - Hollow Extrusions Glass / Enclosed Rooms For 3 second wind gust at 1Z0 -MPH velocity; using design load of 27 #/SF (43 #1SF for Max. Cantilever) Aluminum Alloy 6063 T-0 2"x2"x0. 2"x2"x0.055" Load ' Max. Spa n'L' / (bonding 'b' or deflection V) Width (ft) 18 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span'L' / bonding W or deflscfion'd') Width (R) 1 3 Z Span 3 Span 4 Span Max. Cantilever 5 3'-11' d 4'-8" b 4'-6" b 1'-0" d 5' 4'-2" d 1 5'-1" b 4'-11' b 1'-1" d 6 3'-9" d 4'-3" b 4'-1" b 0'-11` d 6 3'-11" d .4'-8" b 41-6' b 1'-0" d 7• • 3%6" b 3'-11" b 3'-10" b 0'-11' d 7 3'-9" d 4'-4' b 4'-2' b 0'-11" d- o 3'-3" b 3-8' b 74" b I 0'-10" d 8 •3'-7" d 4'-0" b 3'-11" b 0'-11" d 9 3'-1" b 3'-6" bY-40 b 0'-10" d 9 3'-5" b 3'-9" b 3'-8" b 0'-10• d 10 2'-11" b T-3" b 3'-2" b 0'-10" d 10 3'-3' b 3'-7' b 3'-6" b 0=10" d 11 2'-10' b 3'-2' b 3'-0" b 0'-9" d 11 3'-1" b 3'-5" b 3'-4" b 0'-10' d 12 2-8" b 3'-0" b 7-11" b 0'-g' d 12 2'-11" b 3'-3" b 1 3'-2' b 0'-10' d 3" x 2" x 0.045" 3" x 2" x 0.070" ' Load Max. Span 'L' / bending 'b' or deflection 'd Width (S') 1 & 2 Span 3 Span 4 Span CaM aver Load Max. Spa / bend( Width ('Ll 13 2 Span 3 Span b' or deflection 'd 4 Span Cantu ver 5 4'-6' d 5'-8' d 5'-0" b 1 1'-2" d 5 5'-0' d 6'-3" d 8'-4" d 1-3" d 6 4'-3" d 5'-1" . b 4'-11" b 1'-1" d 6 4'-9" d 5'-10' d 5'-10" b 1'-2" d 7 3'-11" d 4'-9" b 4'-7" b 1'-0" d 7' 4'-6' d 5'-T d F-5" b 1'-2" d 8 3'-10" d 4'-S" b 4'-3' b 0'-11" d 8 4'-4' d 5'-3" b 5'-1" b 1'-1" d 9 3'-8" d 4'-2" b 4'-0" b 0'-11' d 9 4.'-2" d 4'-11" b 4'-9' • b • 1'-1" d 10 3'-6' b 3'-11' b T-10" b 0'-11" d 10 d 4'-8" ' b 4'-6' b 1-0" d 11 3'4' b• 3'-9" b 3'-0" b 0'-10' d 11 tT-9' d 4-6" b 4'-4' b 0'-11" d 12 . 3'-3" b 3'-7• b 3'-6" b 0'-10" d 12 4'-3" b 4'-2' b 0'-11• d 12" x 3" x 0.045" 2" x 4" x 0.050" ► —Load Max. S an 'L' / bending V or deflection YL Width (il) 1 &_2 Span 3 Span 4 Span Cantilever Load I Max. S n 'L' /(bond ln Width (fl') 1 a 2 Span 3 Span , 'b' or deflection 'd' 4 Span Cantilever 5 W r ---d 6'-3" b 6'-1" b 1'-5" d 5 7'-2" b 8'-0" b 7'-9" b 1'-10" d 5'-2" b F-9" b 5'-7" b V-4' d —Ol 6'-7' b, r-4" b T-1' b 1'-9" d 7 4'-9' b F-4" b 5'-2" b 1-3" d 7 8'-1' ' b* 6'-9' b ' 6'-T b 'l -a" d a 4'-5" b 4'-11' b 4'-10" b 1'-2" d 8 5'-a" b 6'-4" b• V-2" b 1'4" d 9 4'-2' b 4'-8" b 4'-6' b 1'-2" d 9 W-4" b 5'-11' b 5'-9" b 1'-6" d 10 3'-11' b 4'-5' b 4'-4" b 1'-1' d 10 5'-1' b V-8" b 5'-0" b 1'-5' d 11 3'-10" b 4'-3" b 4'-1" b 1'-1" d 11 4'-10" b F-5" b 5'-3" b 1'-5' d 12 3'4' b 4'-1" b 3'-11" b 1'-1" d 12. 4'-8" b 5'-2" b •5'-0" b _V-41- d nvava�. 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. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214d65, SOUTH DAYTONA, FL 32121 TELEPHONE (356) T67-4774 FAX (355) 757-6556 1 ® NOT O BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. !PAG 3"53 SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS Table 3.3.5-110 Allowable Spans for Ridge Beams with Self Mating Beams For Glass / Enclosed Rooms For 3 second wind gust at 110 MPH velocity; using design load of 23 #/SF Self Meting sections 54" 6'-0" Tributary Load Width W = Puttin Spacing 7'-0" 1 8'-0" 1 9'-0"1 10'4" Allowable S sn'L' / be ding 'b' or deflection'd' 11'-0" 1 12'-0" 2" x 4" x 0.044 x 0.100" 10'-3" b 9'-4' b 8'-e" b 8'-1" b T-7" b 7'-3" b 6'-11" b 6'-7" b 2" x S" x 0.050" x 0.100" 12'4" b 11'-6" b 10'-8" b 9'-11' b 97 b 8'-11" b 8'-6" b 8'-2" b 2" x 6" x 0.050" x 0.120" 14'-7' b 13'-0' b 12'-0" b 11'-7" b 10'-11" b 10'-4" b 9'-10" b 9'-5" b 2" x 7" x 0.055" x 0.120" 16'5" b I S -W 'a 13'-11' b 13'-0" b 12'-3" b 11'-0" b 11'-1" b 10'4" b 2"x 7" x 0.055" w/ Insert 21'41" b 19'-11" b 18'5' b 1T-0' b 16'-4' b 15'5" b. '14'-9" b 14'-2" b 2" x 8" x 0.072" x 0.224" 21'-3" b 19'-5' b 17'-11" b 16'-10' b 15'-10' b 15'-0' b 14'-0' b 13'-9' b 2" x 9' x 0.072" x 0.224" 23'-1' b 21'-0' b 19'-6" . b -18'5' b 17'-2' b 16'-0" b 15'5' b 14'-10' • b 2" x 9" x O.M2" x 0.310" 25'-4" b 23'-1" b 21'-5" b 19'-11' b 18'-10" b 17'-11' b 1 T-1' II16'-4" b 12"x 10" x 0.092" x 0.369" 30'-5' b 27'-9" b 25'-8" b 24'-0" b 22'-8' b 21'5' b 20' 28'-1" b 25'-7" nvava. 1. Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing Is not required. 2. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. 3. Spans may be Interpolated. Table 3.3.5-120 Allowable Spans for Ridge Beams with Self Mating Beams For Glass Rooms / Enclosed Str,}Ictl srloes For 3 second wind guusst at:720•MPH'vecity; using design load of 27 W' SF Self Mating Sections 5'-0" 6'-0" Tribub Load Width 'W' a Purlln Spacing 7'-0 -0 " . 8'-0" 9'" f 10'-0" "1-% 11'-0" Allowable Span IV I bendin 'b' or deflection'd' 1 12'-0" 2"_x4"x•0:044'x0.100:; 9'-5" b 6'-7". •b T-11" b 7'-5" b 7'-0" b s6'-8'rti. 8'-0' b 6'-1' b 2" x 5" It 0.050" x 0.100" 11'-8" b 10'-8" b 9'-10' b 9'-3" b 8'-8' b 8'-3" b 7'-1 O' b 7'-6" b 2" x 6" x 0.050" x 0.120" 17-6" b 12'-0" b 11'-5" b 10'-8" b 10'-1" b 9'-0" b 9'-1" b 81-8" b 2" x 7" x 0.055" x 0.120" 15'-2" b 13'-10" b 12'=10" b 12'-0" -b 11'-4' b 10'-9" b 10'4' b 9'-10". b 2" x 7" x 0.055" wl Insert 20'-2" b 18'-5' b 17'-1" b -I5' -II' b 15'-1" b 14'-3' b 13'-T b 13'-0" b 2" x 8" x 0.072" x 0.224" 19'-7' b 17'-11" b 1 ti' -7" b 15'-6" b 14'-7" b 13'-10" b 13'-3" b 12'-8" b 2" x 9" x 0.072" X 0.224" 21'-3' b 19'-5" b 17'-11" b 16'-10" b 15'-10' b 15'-0" b 14'-4' b 13'-9" b 2" x 9" x 0.082" x 0.310" 23'-0" b 21'-4" b 19'-9" 1 b 18'-5" b 17'-5" ' b 16'-6" b 15'-9" b 15'-1" b 2" x 10" x 0.092" x 0.369" 28'-1" b 25'-7" b 23'-9" b 22'-2" b 20'-11" b 19'-10' b 18-11" b • 18'-1" b MOWS; 1. Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 120 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. 2. Tables assume extrusion oriented with longer ektruslon dimension parallel to applied load. 3. Spans may be interpolated. Lawrence E. Bennett, P.E. CML ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTONA. FL 32121 TELEPHONE(386)767-4774 FAX (366) 7676556 PAGE® COPYRIGHT 2003 3"64 1 NOTOO BE PRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SOLID ROOF PANEL PRODUCTS 0.024" x 12" ALUMINUM BRK MTL RIDGE CAP VARIABLE HEIGHT RIDGE BEAM EXTRUSION ROOF PANEL 1/8" x W x 3" POST -OR SIMILAR SECTION 7 #10 x 4" S.M.S. W/ 1/4 x 1-1/2" S.S. NEOPRENE WASHER @ 8" O.C. SEALANT #8 x 9/16" TEK SCREW @ 8" O.C. (3)1/4"0 THRU-BOLTS (TYP.) #8 x 9/16" TEJC SCREW @ 6" O.C. BOTH SIDES PANEL- ROOF=T O'RIDGE-BEAM]RiPOSTDETAIL SCALE: 3"= V-0" 0.024"X 12" ALUMINUM BRK MTL RIDGE CAP #10 x 4" S.M.S. W/ 1/4 x 1-1/2" NEOPRENE WASHER @ 8" O.C. VARIABLE HEIGHT RIDGE BEAM EXTRUSION ROOF'PANEL 2" x SELF MATING BEAM' #5 REBAR IMBEDDED IN TOP OF CONCRETE COLUMN (BY OTHERS) SEALANT 98 x 9/16" TEK SCREW @ 8" O.C. 1/8" WELDED PLATE SADDLE W/ (2) 1/4" THRU-BOLTS PANEL ROOF TO RIDGE BEAM@ CONCRETE POST DETAIL SCALE: 3"= V-0" Lawrence E. Bennett, P.E. GWL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214306, SOUTH DAYTONA, FL 32121 TELEPHONE (368) 7674774 FAX (366) 767-6556 ® COPYRIGHT 2003 E NOT TO BE REPROOUCED IN WHOLE OR IN PART WITHOUTPAG THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 745 SECTION 7 . SOLID ROOF PANEL PRODUCTS Table 7.3.6 Allowable Spans for 0.024" PRO -FAB Composite Panels w/ EZ -LOCK for Various Metals USA, Building Products Southeast, Inc. Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. $1 Density �3=x 48:x•0:024""Roof Panei W1 EZ-a_OCK ,1 %—Glass•Rooms: Wind Region Open Structures Mo -Sloped Roof 162 3 1 4 span span span Screen Rooms b Attached Covers 132 3 4 span span span Partially Enclosed 132 3 4 span span span 132 span sUiclosed-1 3 4 span span Overhang I Cantilever All Roofs 100 MPH 21'x" 23'-10" 23'-0" 20'4" 22'-9" 21'-11" 13'-6" 15'-1" 14'-7" 15'-1" 17'-9" 16'-3" 4'-0" 110 MPH. -21'-4" 23-10" 23'-0" 1&-8" 20'-11" 20'-2" 11'-7" 13'-6" 13'-1" 13'-9" _ 15'4" 14'-10" 4%0" 120 MPH 20'-0" 22'-9" 21'-11" 1TS" 19'-5" 18'-10" 10'-8" 12'-5" 11'-6" 12_-6"- 13'-11" 13'-6" 4'4r 123 MPH 19'-6" 21'-10' 21'-1" 15'-11" 18'-11" 18'-3" 10'-5" I 11'-7" 11'-3" 11'-8" 13'-8" 13'-2" 18'-1" 130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 1T-9' 16'-3- 9'40" 1 10'-11" 1 10'-7" 11'-1" 12'-11" 12'-6" 4'-0" 140 MPH 12'A• i 13'-9' 13'-3" IZ-4" 13'-9" 13'-3" 9'-2' 1 10'-3" 1 9'-11' 10'-3' 11'-6" 11'-1" 4'-3" 150 MPH 12'x' 13'-9" I 13'S" I 12'x" 1 13'-9" 13'-3" 8'4" 1 9'-7" 1 9'S" I 9'-8" I 10'-8" 101-4" 3=11" 4" z 48" z 0.024" Roof Panel wl F7.1-eCK I ell... o......," Wind Region Open Structures Mon -Sloped Roof 132 3 4 span span span Screen Rooms 3 Attached Covers 162 3 4 span spanspan Partially Enclosed 132 3 4 span span span 162 span Enclosed 3 span 4 span Overhang / Cantilever All Roofs 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24-11" 24'-1" 14'-9" 16'-6" 15'-11" 17'-5" 19'-6" 18'-10" 4'-0' 110 MPH 23'-5' 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 13'-3" 14'-10" 14'-4" 15'-1" 18'-0" 1T-5" 4'-0" 120 MPH 22'-3' 24'-11' ZVA" 19'-1" 21'-4" 20'-7" 11'-8" 137 13'-2" 13'-9" 15'-4" 14'-10" 4'-0" 123 MPH 21=5' 1 23'-11' I 23'-2" 18'-0" 20'-9' 20'-0" 1 1'-5" 13'-3" 12'-10" 13'-5'14'-11" 18'-1" 14'-0" 4'-0" 130 MPH 19'-9" 22'-1" 21'-4" 17'-5" 19'-6" 18'-10' 10'-9" 12'-7" 11'-8" 12'-8" 14'-2' 13'-8" 4'-0" 140 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-1' 11'-3" 10'-10" 11'-3" 13'-3" 12'-9" 4'-0" 150 MPH 13'S" 15'-1" 14'-7" 13'-6" 15'-1' 14'-7" 9'-5" 10'-6" 10'-2" 10'-5" 12'4" 11'-4" 4'-0" K" Y eR" it n n7A" Rnnf Dan.1 u./ 07-1 nelr I e±l___ Wind Region Open Structures Mo -Sloped Roof 132 1 3 4 span span span Screen Rooms 6 Attached Covers 162 3 4 span span span Partially Enclosed 162 3 4 span span span 132 span Enclosed 3 span 4 span Overhang / Cantilever All Roofs 100 MPH 26-5' 29'-6" 28'-8" 25'-2" 28'-1" 2T-2" 17'-5' 19'-5" 18'-9" 19'-8" 21'-11' 21'-3" 4'-0" 110 MPH 26'-5' 29'-6" 28'-0" 23'-2' 25'-10' 24'-11' 14'41" 17'-7-" 16'-2" 18'-2" 20'-4" 19'-8" 4'-0" 120 MPH 25'-2' 28'-1" 27'-2" 21'-0" 24'-1" 23'-3" 13'-9" 15-4" 14'-10' 15'-6" 18'-8' 18'-0" 4'.0- 123 MPH 24'-2' 27'-0' 26'-1" 20'-11" 23'-5" 22'-7" 13'-5" 14'-11" 14'-6" 15'-1" 18'-1" 17'-6" 4'-0" 130 MPH 22'4" 24'-11' 24'-1" 19'-8" 21'-11" 21'-3" 12'-9" 14'-3" 13'-9" 14'-4" 15'-11" 15'-5" 4'4" 140 MPH 15'-3" 1T-0" 16'-5" 15'-3" 17'-0" 16'-5" 1V-4" 13'-2" 12'-9" 13'-4" 14'-11' 14'-5" 4'-0' 150 MPH 15'-3" 17-0" 16'-5" 15'-3" 17'-0" 16'-5" 10'-7' 12'-4" 11'-5" 12'-5" 13'-11• I 13'-5"4'-0" 4'-0" 6" x 48" x 0.024" Roof Panel ,r1 F7.1 eCK I r_1... 0.."..... Wind Region Open Structures IYIonoSloped Roof 162 3 4 span span span Screen Rooms 3 Attached Covers 162 3 4 span span span Partially Enclosed 132 3 4 span span span 162 span Enclosed 3 span 4 span Overhang / Cantilever All Roofs 100 MPH 29'-1" 37-6" 31'-5" 27'-8" 30'-11" 29'-11" 19'-2" 21'-5" 20'-8" 21'-8" 24'-3" 23'-5" 4'-0" 110 MPH 29'-1' 32'-6" 31'-5" 25'-6" 28'-6" 27'4" 1T-4" 19'-5" 18'-9", 20'-1" 22'-5" 21'-8" 4'-0" 120 MPH 27-8" 30'-1.1" 29'41" 23'-9" '26'-S' 25'-8" 15'-1" 17'-7" 16'•4" 18'-5" 20'-7" 19'-10" 4'-0" 123 MPH 26'-8" 29'-9" 28'-9" 2TA" 25'-9" 24'-11" 14'-9" 16'-6" 15'-11' 17'-10" 19'41" 19'-3" 4'-0" 130 MPH 24'-7" 27'-6" 1 26'-6" 21'-8" 24'-3" 23'-5" 14'-0" 15'-8" 15'-2" 15'-9" 18'-9" 18'-2" 4'.0- 140 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 12'-11" 14'-6" 14'-0" 14'-9" 1T-4" 15'-11" 4'-0" 150 MPH 16'-9" 18'-9' 18'-2" 16'-9" 18'-9" 18'-2" 11'-8" 13'-7" 13'-2" 13'-8" 15'4" 14'40" 4'-0" Lawrence E. Bennett, P.E. EMET��S �SOTM CIVIL ENGINEER- DEVELOPMENT CONSULTANT Building Products Southeast, Inc. P.O. BOX 214368. SOUTH OAYTONA,FL32121 1107 NORTH THOMAS RD., LEouth, Fl 3471 TELEPHONE116)75 -6556 774 TEL: (352) 787-7766 FAX: (352) 787-4517 48 FAX (3116) 757-6556 FLORIDA 1-800-342-9077 NATIONAL 1-800-874-0002 PAGE7-38 , © NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.