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HomeMy WebLinkAbout106 Ellen PlCITY OF SANFORD PERMIT APPLICATION RECEIVED Permit#;� �� Date: SEP- Job Address: koko Ellen P 1 . 5ranN prA FL -.1-A-7 -I i - 2005 Description of Work: a y ' b ao .5LI eer) rCnrfl w 9 Historic District: Zoning: Value of Work: $, oo ®� 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 Replace ent New (Duct Layout & Energy Calc. Required) F - 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 'X Commercial Industrial Total Square Footage: Construction Type: _� # of stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: t31' �� 3 1 " S a �" Q G OD' a-10 (Attach Proof of Ownership & Legal Description) Owners Name & Address: L_ec>Q _x --A 2-obtrNsom- �Oe ip-Un P1 Sa(AQII� 3a111 Phone: -Vol 3ag w5a Contractor Name & Address: \JVN 1 )C� 0 en O C C iJ t_ State License Number: Phone&Fax: ��'c6�o��J �� Contact Person: bW SnLck.( CU-) Phone: 4131 LAO(fs�3 Bonding Company: Address: Mortgage Lender: -- Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work. and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PA.YING 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 COMMI�T&M, 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 ermit is verification 11 notify the owner of the property of th equirements of Florida Lien Law, FS 71 . C5 Ignature of Owner/ gen ate Signature of Contractor/Agent Date �I pr 4 -0 Print Owner/Agent's ame Print Contractor/Agent's Name S' ture of Notary -State of Florida Date Si re of Notary to of on CARRIE CH I �"AN NOTARY PUBLIC STATE OF FLORIDA COMMISSION # DD376640 EXPIRES 12/5/2008 POW: RU 1-888&NOTARY1 O� er/Agent is ^ Personall% o� e r 22 , ' ( Produced ID_._� 5 - ��^ J�o Contractor/Agent is ^ Personally Known to Me or Produced ID Z� Unities: APPLICATION APPROVED BY: Bldg: Zo/ (Initis & Date) nitial & Date) u 4t�t ate) Special Conditions: � MY ON RES: Aug. 29, 2009 (4mb"153 "153 FWde Notary servtceoom Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARC DL-.TAJL 4.4 42 4,3 C3AYID ,iflF.HsciNy C A.ASA1.1s 7-0_-1,40,0 PROPERTY , � t', g.� APPRAISER 17 'G 3t 17 10.0 . SEMINOLECOUNTY FL_3 0 27 1101E. FjasT sT !f .{I 1l SANFORD, FL.3277t-146B 407-665-7506 3 �1 5 0 2 H 2 23 0617.0 18 . 2005 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-521-OG00- Tax District: S1-SANFORD 0270 Number of Buildings: 1 Depreciated Bldg Value: $72,345 ROBINSON 00- Owner: LEONARD & Exemptions: Depreciated EXFT Value: $776 HOMESTEAD PATRICIA Land Value (Market): $11,000 Address: 106 ELLEN PL Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $84,121 Property Address: 106 ELLEN PL SANFORD 32771 Assessed Value (SOH): $64,079 Subdivision Name: WASHINGTON OAKS SEC 1 Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $39,079 Tax Estimator SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vac/imp Tax Value(without SOH): $1,001 WARRANTY DEED 11/2000 03978 1600 $80,000 Improved 2004 Tax Bill Amount: $763 SPECIAL WARRANTY DEED 09/1980 01305 1052 $100 Improved Save Our Homes (SOH) Savings: $238 SPECIAL WARRANTY DEED 04/1979 01221 0626 $100 Improved 2004 Taxable Value: $37,213 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREMASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LEG LOT 27 BLK G WASHINGTON OAKS SEC 1 PB 16 PG 8 LOT 0 0 1.000 11,000.00 $11,000 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 1971 5 1,145 1,508 1,145 CB/STUCCO $72,345 $85,615 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 52 Appendage / Sgft ENCLOSED PORCH FINISHED / 311 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New CONC UTILITY BLDG 1988 168 $776 $1,176 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 JustlMarket value. http://www. scpafl. org/pls/web/re_web. s eminole_county_title?p arcel=3119315 210600027... 7/25/2005 MARYMw 11jj- MEW W CIMIT CART BK 0591E FtG If-170 PetmItNumber Parcel Idgrillf1callon Number-1q -�31 CLERK' S #i i?0051G38&5 RE -MRDED 09/60,02/2M 1.?iWa44 PN RE -CORDIN8 FEkS 10.00 Prepare WQIJMFD W t hold4n Return to: Vj- Ki W �T - tey ANN a 5D-a CULT b1� 4 NTYit* 0 c k on b 13 3'6DI "nil NOTICE OP' .-COMMIENCEMENT' State of b County of The underslg-n:ed here'b*y giveinotIce that Irrip(ovemenl(s) will be'tnade to Wain real property, and In accordanc. 11th Chapter 713.,;FIoHda':,8ta(dIa-s,: the. following friform6flon Is pri0 vided in this Notice of Commencement 1. Description of propertY. (legal desrription bf the properly, 'and street address If available) OL Ce- 2. Genetel'dss&lp tloh of Impt-6,venlent . (s) 3. bwhor fnforr-hatlon Nemi LeomiLea Dib , Telephone Number 46 33-A Addre'ss low Fax Number Interest In Property:. 4. Fos Simple TItIeVoldor(4 other then owner sho'wn above) Name" Telephone Number Address • Fax Number 5. Confr,�cto'r Name N Addrid'isTelephone Number '-10-1(.Pr�k Scsa� 0 3;tVo l Fax Number 1-V-4 01-A . Surety (If*any) Narno.. 'Telephone Number Addre's*s* Fax Number Amount of bond $ 7. Lerlde'r (if any) . Name,! Telephone Number AddressTelephone Number Persons Within1he St9tO of Florida designated by; Owner upon whom notices or other documentsr lay.be served 09-provilde. :15y Florida Statutes. Name-, Addrats,Telephone Number fax Number 9. In addition to h1hls6ft br'-hatself,'Owner deglonal e's the follow!np to receive F! copy of thp:1.1pnor's N provided lh;§711.13(1)(b),Ftorlda Sla''lutes flce VTelephone Number ., Addre'ss Fax Number Expfraiflort!dafb of,hpp` C4 df c'6M­M—bnce;`; inetit ((he explrallon date Is one year from the date of rec)rdin, unlesi'b different d* is speolno d). 1A f Liele Signed V Sig ature of Owner No er §713.13(1)(g), ow 'must slgn',..and no o "r er one else may be.pelrmilted to Ignir his or her stead." Sworn to and sobsc:hbed be- fore me tills Vf'd ay o I O/V c-- 20 tv S. by a y n who Is (pbr'sio�'11` k 0, W" wo to. 0 {O Ra produced L t Z— as Idenflricatjoni! h Signalu of Notarylar[Si at to appear below) MICHAEL dkAlb;V4' LLIAM' S` NOTARY ' PLW'X-STAT QPFLORIDA CQMMISSION '#D0397404 EXPIRES "09 .... . ..... PRODUCTS:INC • �f Serving Florida Since 1955 .1 2101 East Main Street Leesburg, FL 34748 (352)787-6783 365 S. Suncoast Blvd. Crystal River, FL 34429 (352) 795-3325 18040 U.S. Hwy. 441 Mount Dora, FL 32757 (352)383-7135 El 5895 North U.S. 1 Vero Beach, FL 32967 (561) 562-1200 El 5059 Ridgewood Ave. Port Orange, FL 32127 (386)788-1048 5059 Ridgewood Ave. Port Orange, FL 32127 (386)788-1048) 11 5333 W. Hwy. 17-92 Haines City, FL 33844 (863)956-3441 11 2300 Bruner Lane S.E Fort Myers, FL 33912 (941)481-4900 1404 Mercantile Court Plant Ciy, FL 33567 (813)717-9177 11 CORPORATE OFFICE P.O. Box 491292 Leesburg, FL 34749 (352) 787-3622 POWER OF ATTORNEY I hereby name and appoint (�� of 2302 Mercator Dr.,Unit 101 Orlando,FL 32807, to by my lawful attorney-in-fact, to act for me and apply to th Building Department for a permit for work to be performed at a location (Type) described as: Section: i , Township_, Rang_, Lot , Block , Subdivision Job) (owner of property and address) and to sign my name and do all things necessary to this appointment. CLELL COLEMAN, III CBC001467 2101 East Main Street Leesburg, Florida 34748 SWORN TO AND SUBSCRIBED BEFORE ME THIS �3 DAY OF 2005 WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED (type of ID) as identification. NOTARY IC STATE OF FLORIDA Y P MY COMMISSION EXPIRES PENNY L BWMEY MY COMMISSION # DO 422127 a•, a EXPIRES: August 14, 2009 �;or N�P� bonded Thru Notary Public Underwriters BOUNDARY SURVEY PROPERTY DESCRIPTION: LOT 27, BLOCK "G", WASHINGTON OAKS, SECTION ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 16, PAGES 7-8, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ' LD c Y Q U J 0 LJ J CD CO .. .MIT # FOUND / FOU I.R. 0p. OFF1L 7.5' e W.F. \ S (SHED oa "2• A CONC. \ �' BLOCK, SHED; \ 2S, \ LOT 27 o BLOCK G A/C FOUND 5/B' I.R. h CAP 14881 LOT 28 BLOCK G CURVE DATA C-1 C-2 R=50.00' R=50.00' L=41.04' L=60.20' Tan=21.76' Tan=34.35' X47'01'51 a=-68'58'59" SINGLE FAMILY �� '366•\\ RES. ,0' FOUND 1/2" I.R. #106 4( C-1 ELLEN PLACE °/ 0� 42.37 (50" R/W) ° FOUND 1' LP. /O — — ¢ _ D9 5 U.E 20, ,4 E 129 N 80'12' 46 c -z LOT 26 BLOCK G P.R.C. L - DELTA/CENTRAL ANGLE NR = NOT RADIAL A/C = AIR CONDITIONER O.R. = OFFICIAL RECORDS APT. = APARTMENT P = PLAT BLDG. = BUILDING PC - POINT OF CURVATURE C = CALCULATED PCC = POINT OF COMPOUND CURVATURE CATV = CABLE TELEVISION RISER BOX PCP = PERMANENT CONTROL POINT BEARINGS SHOWN HEREON ARE BASED ON THE REAR PROPERTY LINE OF LOT 27, BLOCK "G", BEING S 00'11'00" W, PER PLAT. ACCORDING TO THE FLOOD INSURANCE RATE MAP NO. 12117C 0045 E DATED 04/17/95 THE PROPERTY SHOWN HEREON APPEARS TO LIE IN ZONE X . JOB NO. BCA10413 (FIELD DATE:) 09/09/05 DRAWN BY: WCS REVISED: FIELD BY: E.T. CHECKED BY: BC OPERATING UNDER L.B. # 7020 B C A BRADLEY COX & ASSOCIATES LAND SURVEYING 405 W. 25TH STREET SANFORD, FLORIDA 32771 (407) 323-9202 DESCRIPTION AS PROVIDED BY THE CLIENT. 2. THIS SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHTS OF WAY OR RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 3. DO NOT RECONSTRUCT PROPERTY LINES FROM BUILDING TIES. 4. NO FOOTING OR OVERHANGS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NO IMPROVEMENTS OR UTILITIES HAVE BEEN LOCATED EXCEPT AS SHOWN. 6. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HEREBY CERTIFY THAT WE HAVE PERFORMED A FIELD SURVEY OF THE HEREON DESCRIBED PROPERTY. THIS DRAWING IS A REPRESENTATION OF THAT SURVEY AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS AND MAPPERS IN CHAPTER 61617-6 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUTES. BCc -r— 09/15/05 BRADLEY G. COX, PSM #5567 (DATE) LEGEND: C. B. = CONCRETE BLOCK PI = POINT OF INTERSECTION CH = CHORD CH.BRG. = CHORD BEARING POB = POINT OF BEGINNING �0� = UTILITY POLE C. M. = CONCRETE MONUMENT POC = POINT OF COMMENCEMENT z O = SET 1/2" I.R. & CAP CNA = CORNER NOT ACCESSIBLE POL = POINT ON LINE 'A • = FOUND PROPERTY CORNER 0 OU CONC. = CONCRETE PRC =POINT OF REVERSE CURVATURE = PRM PERMANENT REFERENCE MONUMENT - O FOUND CONCRETE MONUMENT COV. = COVERED PT POINT OF TANGENT X = FOUND "X" CUT CPP = CONC. POWER POLE R RADIUS 1" 30' ® = WELL D = DESCRIPTION RAD = RADIAL GRAPHIC SCALE © = CAS METER D/B/A = DOING BUSINESS AS RES. = RESIDENCE IT On D.E. - DRAINAGE EASEMENT R/W = RIGHT OF WAY 0 15 30 } = GUYWIRE D.U.E. = DRAINAGE & UTILITY EASEMENT ��-yy = FIRE HYDRANT syb E.O.P. = EDGE OF PAVEMENT = S/W SIDEWALK T•= TOP OF BANK = CENTERLINE E.O.W. = EDGE OF WATER F = FIELD TEL, TEL. = TELEPHONE RISER BOX 0' BSLFF ELEV = FINISHED FLOOR ELEVATION TX ELECTRICAL TRANSFORMER BOX = CONCRETE = BUILDING SETBACK LINE I R. = IRON ROD U R = UTILITY ROOM -x—x—x—x—x—x- = BARBED WIRE FENCE P. = IRON PIPE U.R.B. = UTILITY RISER BOX -❑—❑—❑—o—❑—o- = WOOD FENCE L = ARC LENGTH U. E. = UTILITY EASEMENT = BRICK -0-0-0-0-0-0- ® = CHAIN LINK FENCE LS. - LAND SURVEYOR W.F.= WOOD FRAME DHL OHL OVERHEAD UTILITY LINES LB. = LAND SURVEYING BUSINESS M = MEASURED W.M. = WATER METER WPP = WOOD POWER POLE CERTIFIED TO: I NOTES: PAT ROBINSON 1 THIS SURVEY IS BASED ON THE LEGAL BEARINGS SHOWN HEREON ARE BASED ON THE REAR PROPERTY LINE OF LOT 27, BLOCK "G", BEING S 00'11'00" W, PER PLAT. ACCORDING TO THE FLOOD INSURANCE RATE MAP NO. 12117C 0045 E DATED 04/17/95 THE PROPERTY SHOWN HEREON APPEARS TO LIE IN ZONE X . JOB NO. BCA10413 (FIELD DATE:) 09/09/05 DRAWN BY: WCS REVISED: FIELD BY: E.T. CHECKED BY: BC OPERATING UNDER L.B. # 7020 B C A BRADLEY COX & ASSOCIATES LAND SURVEYING 405 W. 25TH STREET SANFORD, FLORIDA 32771 (407) 323-9202 DESCRIPTION AS PROVIDED BY THE CLIENT. 2. THIS SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHTS OF WAY OR RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 3. DO NOT RECONSTRUCT PROPERTY LINES FROM BUILDING TIES. 4. NO FOOTING OR OVERHANGS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NO IMPROVEMENTS OR UTILITIES HAVE BEEN LOCATED EXCEPT AS SHOWN. 6. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HEREBY CERTIFY THAT WE HAVE PERFORMED A FIELD SURVEY OF THE HEREON DESCRIBED PROPERTY. THIS DRAWING IS A REPRESENTATION OF THAT SURVEY AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS AND MAPPERS IN CHAPTER 61617-6 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUTES. BCc -r— 09/15/05 BRADLEY G. COX, PSM #5567 (DATE) start 1' 8" past corner of home EXISTING HOME NEW CONCRETE 24'X16' 4" NOM. 3000PSI W/WIRE MESH 0 24'0" 22' start room 28" from corner of home EXISTING HOME -- 8 1 - ATTACH TO FASCIA 1x3 sr ----- - ---------------- 20'0 . - - - - - - - -------------------- N 2C" OVERHANG 0 2x3 I � I 20 I o 0 I n o r I fD 22'@15' Pro -Fab Roof 3" A O I O 20 I w w m m z z I LL a N I 1x3 I k N w w X40"� IE 7' 6" 20' 0" NN N N N N N BRONZE 20 20X16 SCREEN ROOM ADD VINYL WINDBREAKS r (REMOVEABLE) 20" wlg Kickplate 2x3 TO NON -HABITABLE ROOM Sa 1x3 1x3 2x3 ,uJ a J Y 2 u Y 2x3 ; 0 N tD 1x3 x N x� r N �- T6" Mr & Mrs Leonard Robinson 106 Ellen Place Washington Oaks Section 1 Sanford FI 32771 SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) 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 SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) _ 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) 767-6556 OCOPYRIGHT NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I PAGE3A-1 SECTION 3A 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NOW STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (1) #5 0 BARS W/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = V-0" 2'-0" MIN. 3-1/2" (TYP. (1) 45 BAR CONT. BEFORE SLOPE ALL SLABS) O '� .� A. 00 8' 4" MIN. (2) #5 BAR CONT. TYPE I TYPE II TYPE III FLAT SLOPE / NO FOOTING . MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2" / 12" 2" / 12" - V-10" > 1'-10" Notes: 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 20'-0". Then a minimum of a Type II footing is required. All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 -10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh ® Mesh, InForceTm e3 TM (Formerly Fibermesh MD) per maufacturer's specification may be used in lieu of wire mesh. 5. If local building codes require a minimum footing use Type II footing or footing section required by local code. Local code governs. (See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame is required use a Type II footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4" = 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 PAGE @ COPYRIGHT 2004 3A.38 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 EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) 'LW' FOR MAX. H* / UPRIGHT HEIGHT h / � () ill x2 'k MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING 1` (FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39) W/ SOLID ROOF TYP. FRONT VIEW FRAMING " (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW' LOAD WIDTH FOR ROOF BEAM /2 'P/2' SIZE BEAM AND UPRIGHTS (SEE TABLES) O.H. SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) VARIES VARIES NOTES: 'P' VARIES ALTERNATE CONNECTION @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) 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. 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 -1231 130 1 140 1 150 #8 1 #10 1 #12 1 #12 TYPICAL SCREEN ROOM SCALE: 3/16" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTONA, FL 32121 TELEPHONE: (366) 767-4774 FAX: (386) 767.6556 PAGE © COPYRIGHT 2004 3A.2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 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 kTTACHED TO 1" x 2" OPEN TACK W/ MIN. (2) #10 x 1-1/2" Q.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" = l'-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 PAGE © COPYRIGHT 2004 3A.6 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 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 W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3" = l'-0" SECTION 3A RISER PANELS ATTACHED PERI CHAPTER HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" 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 # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 7676556 I PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-7 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 Alloy 6063 T-6 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft.) Max. Span'L' 1(bending'b' or deflection'd') 18, 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span 'L' I(bend ing'b' or deflection'd') Width (ft.) 1 & 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 5'-8" d 5'-7" b 0'-11" d 9 4'-2"1-1_ 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. S an 'L' / (bending 'b' or deflection 'd') 1 & 2 Span. 3 Span 4 Span Max. Cantilever Load Max. Span V/ (bend g'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 5'-8" d T-1" d T-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 1 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 & 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 8'4" d 914" b 9'-5" b 1'-8" d 8 6'-1" d I 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 7'-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 1'-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) 767-4774 FAX: (386) 767-8556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 q 1 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 110 MPH velocity; using design load of 11 #/SF 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" Allowable Height 'H' I 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 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 8'4" 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 1 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 1.1'-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 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 #/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" 1 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" 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" 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'-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 1 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) 7676556 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 7 I SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS 4--- ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 1 140—F150 #8 #10#12 #12 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 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL EXISTING HOST STRUCTURE SCALE: 3" = 1'-0" WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. SPACED OTHER CONSTRUCTION)V// — @ 8" O.C. BOTH SIDES CAULK FOR MASONRY USE ALL EXPOSED SCREW HEADS 1/4" x 1-1/4" MASONRY NCHOR OR EQUAL @ 24" O.C. ::..... .....: z..:.':• FOR WOOD USE #10 x 171/2" S.M.S. OR WOOD SCREWS @ n::p.. , .• . . 12" O.C. ::. ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 1 140—F150 #8 #10#12 #12 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 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.3.6 Allowable Sparis for 0.024" PRO -FAB Composite Panels w/ EZ -LOCK for Various Loads Metals USA Building Products L.P. 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 Panel wl F7-1 OrK Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 182 3 4 span, span span Glass & Modular Rooms Enclosed 182 3 4 span span span Overhang I 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 1 21'-4" 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 13'-9" 15'-4" 14'-10" 1 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" 3'-11" v x ao x u_uca moor ranpp wt rz.j i u:K Wind Region Open Structures Mo -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" 17'-5" 19'-6" 18'-10" 470" 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" PH 19'-9" 22'-1" 21'-4" 17'-5" 19'-6" 18'-10" 12'-8" 14'-2" 13'-8" 4'-0" PH N 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 11'-3" 13'-3" 12'-9" 4'-0" PH 13'-6" 15'-1" 14'-7" 13'-6" 1 15'-1" 14'-7" 10'-5" 12'-4" 11' 4" 4'-0" x ao i u_uZa Knnr ranPI wi rZ_1 1 u _K Wind Region Open Structures —Mo -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 26'-5" 29'-6" 28'-6" 25'-2" 28'-1" 27'-2" 19'-8" 21'-11" 21'-3" 4'-0'- '-0"110 110MPH 26'-5" 29'-6" 28'-6" 23'-2" 25'-10" 24'-11" 18'-2" 20'-4" 19'-8" 4'-0" 120 MPH 25'-2" 28'-1" 27'-2" 21'-6" 24'-1" 23'-3" 15'-6" 18'-8" 18'-0" 4'-0" 123 MPH 24'-2" 27'-0" 26'-1" 20'-11" 23'-5" 22'-7" 15'-1" 18'-1" 17'-6" 4'-0" 130 MPH 22'-4" 24'-11" 24'-1" 19'-8" 21'-11" 21'-3" 14'4" 15'-11" 15'-5" 4'-0" 140 MPH 15'-3" 17'-0" 16'-5" 15'-3" 17'-0" 16'-5" 13'-4" 14'-11" 14'-5" 4'-0" 150 MPH 1 15'-3" 1 17'-0" 16'-5" 15'-3" 17'-0" 16-5" 12'-5" 13'-11" 13'-5" -07.71 b" x 4t$" x 17.024" Roof Panel wl EZ -LOCK Wind Region Open Structures Mono -Sloped Roof 1U2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 182 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 29'-1" 32'-6" 31'-5" 27'-8" 30'-11" 29'-11" 21'-8" 24'-3" 23'-5" 4'-0,- '-0"110 110MPH 29'-1" 32'-6" 31'-5" 25'-6" 28'-6" 27'-6" 20'-1" 22'-5" 21'-8" 4'-0" 120 MPH 27'-8" 30'-11" 29'-11" 23'-9" 26'-6" 25'-8" 18'-5" 20'-7" 1990" 4'-0" 123 MPH 26'-8" 29'-9" 28'-9" 23'-1" 25'-9" 24'-11" 17'-10" 19'-11" 19'-3" 4'-0" 130 MPH 24'-7" 27'-6" 26'4" 21'-8" 24'-3" 23'-5" 15'-9" 18'-9" 18'-2" 4'-0" 140 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 14'-9" 17'-4" 15'-11" 4'-0" 150 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 13'-8" 15'-4" 14'-10" 4'-0" note: j owe root panel wlatn =room wlatn + wall wicim + overhang METALS USATM Lawrence E. Bennett, P.E. FL # 16644 Building Products L.P. CIVIL ENGINEER - DEVELOPMENT CONSULTANT 7815 American Way, Groveland, FL 34736 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 TELEPHONE: (386) 767-4774 FAX: (386) 767558 TOLL FREE: 1-800-342-9077 bkaufmann@metalsusa.com I O R NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I PAGE 7-45 I Florida Department of Community Affairs Building Code Approvals Application #: Date Submitted: Product Manufacturer: Category: Subcategory: Evaluation Method: Referenced Standards from the Florida Building Code Certification Agency: Date Validated: Performance level of the product and conditions or limitations of use: Application Status: FL1575 01/26/2004 Custom Window Systems, Inc. Windows Wind Breaker Certification Mark or Listing Section Standard Year ASTM E 330-02 2002 Keystone Certifications, Inc. 01/26/2004 </= 75mph winds (windbreaker); Product is labeled requirement for removal when winds exceed 75mph: Window vents shall be removed when winds exceed 75mph as per FL Building Code. Approved 1575.1 jAcrylic Eorizontal Slider 110x96 1575.2 inyl 4T Vertical Pin 48x72 _.-...__ 1575.5 _._.._.._. ,Vinyl _.. .__.._. _.._...._..___.._.. 4T Vertical Spring 4802 1575.6 }Vinyl ;2T Vertical Spring 4802 1575.4 .Vinyl �T Vertical Pin 4802 1575.3 Vinyl 12T Horizontal Slider 7202 SCREEN ENCLOSL MEMBER BY OTHE VINDOV FRAME H u WINDOW FRAME SILL SCREEN ENCLOSURE MEMBER BY OTHERS JLK BETWEEN JDOW FLANGE ► LEEN ENCLOSURE INSTALLATION REV ANCHOR 3/16' MAX. SPACE WINDOW HEIGHT SECTION A -A - 3/16' MAX. SPACE INSTALLATION EW ANCHOR JLK BETWEEN 4DOW FLANGE L SCREEN ENCLOSURE WINDOW WIDTH —a{ A f� I A '•= EXTERIOR ELEVATION RB INSTALLATION SCREW ANCHOR WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE ► SCREEN ENCLOSURE SCREEN ENCLOSURE MEMBER BY OTHERS EXTERIOR Li �F— WINDOW WIDTH 3/16' MAX. SPACE SECTION B -B OV HT NOTES 1) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 2) INSTALLATION ANCHORS, RB SCREWS, MUST BE SPACED 6' MAX FROM CORNERS AND SPACED 24' D.C. MAX. 3) CAULK BEHIND WINDOV FLANGE WITH LATEX CAULK. APPLICATION OF LATEX CAULK MUST COMPLY WITH SEALANT MANUFACTURERS RE COME NDATIONS. u VINDOV VENTS SHALL BE REMOVED WHEN WINDS EXCEED 75 MPH AS PER BUILBING CODE. YEI1SLlFruOYJJY.0.' ,L& MANUFACEW,Rd°Nma+ (ivsyvw—wF CUSTOM WINDOW SYSTEMS, INC. MASTER FI:LE # OCALA, FLORIDA "Lo 2 TRACK HORIZONAL VINYL SLIDER LS.11. INSTALLATION DETAIL ENGINEER. MANUEL MARTINEZ "' BB "c'-4—/ 01/02 niscleLUE CIVIL SutE: nvc. ND N.T.S. CWSol2' C�/j VL FL. RC4 NO• 47182 REV, LEITER, :KCI. U 1 of I I[IMe(i Ir. Ile]N(1 TG<wGOir (pr_ MI Wi[wtlo✓.� 4v4 NST( tN Kxr,wR fiRripw ]t r. e] e 1 B B WIN', HEI I A '•= EXTERIOR ELEVATION RB INSTALLATION SCREW ANCHOR WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE ► SCREEN ENCLOSURE SCREEN ENCLOSURE MEMBER BY OTHERS EXTERIOR Li �F— WINDOW WIDTH 3/16' MAX. SPACE SECTION B -B OV HT NOTES 1) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 2) INSTALLATION ANCHORS, RB SCREWS, MUST BE SPACED 6' MAX FROM CORNERS AND SPACED 24' D.C. MAX. 3) CAULK BEHIND WINDOV FLANGE WITH LATEX CAULK. APPLICATION OF LATEX CAULK MUST COMPLY WITH SEALANT MANUFACTURERS RE COME NDATIONS. u VINDOV VENTS SHALL BE REMOVED WHEN WINDS EXCEED 75 MPH AS PER BUILBING CODE. YEI1SLlFruOYJJY.0.' ,L& MANUFACEW,Rd°Nma+ (ivsyvw—wF CUSTOM WINDOW SYSTEMS, INC. MASTER FI:LE # OCALA, FLORIDA "Lo 2 TRACK HORIZONAL VINYL SLIDER LS.11. INSTALLATION DETAIL ENGINEER. MANUEL MARTINEZ "' BB "c'-4—/ 01/02 niscleLUE CIVIL SutE: nvc. ND N.T.S. CWSol2' C�/j VL FL. RC4 NO• 47182 REV, LEITER, :KCI. U 1 of I I[IMe(i Ir. Ile]N(1 TG<wGOir (pr_ MI Wi[wtlo✓.� 4v4 NST( tN Kxr,wR fiRripw ]t r. e] e