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HomeMy WebLinkAbout283 Clydesdale Cir (2)CITY OF SANFORD PERMIT APPLICATION RECEIVED Permit #: (� / �d'�// /� Date: IVIAT Job Address: %7� �oo"% j x 5 p Description of Work: �CO a/� quare ootage 2-to Historic District: Zoning: P �� Value ofWork: $ 9.. J1 6' Permit Type: Building A- Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential V�, Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: / �Flood Zone: (FEMA form) required) Owners Name & Address: -3a 773 Phone: F i� -7 -U / Contractor Name & Address: 'it'Y1.6au Phone & Fax:_t(9- a 23 140_67t 14q64 Contact Person: Bonding Company: Address Mortgage Lender: Address State License Number: C Architect/Engineer: Phone: Address: Fax: lzs'o62_,� 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 his permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additi perms s r uired from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance permit is veri ati n a I ify the owner of the property of the requirements of Florida Lien Law, FS 713. .s , /o r1�le�.n.� LP'2)(01 Sriggnna e of Owner/Agent Date Si e of C n actor/Agent Date Cwnmo DD02SWO E,om 0412007 BV4W thru (000)432-C Known to Me or APPROVALS: ZON �&r TIL Special Conditions: Rev 03/2006 Prin tractor/Agent's Name///o/t\\1 ////// 1 / + Ct 4- Ito 7 // / Date Signature of Notary -State of Florida to �° p;s,nnissitlti �y �/!� ..w.. •.�{v..,y 61 i Contractor/Agent is Pally Ir n too _Produced ID. :Z0 em., A 507- FD:BL ENG: i �� • y 6r;,. M 25.06 y ti. 11 12't:f id ;bs 18 { i rIEn f h iris } DAvi6 JOHNSON, CFA. ASA ,:, TRAGT-L 2 y ,li! 11 1::.S.j to 1,S 1 1 1y 5..'q.! I I I PROPERTY CLYD S AO APPRAISER �� �: _, a a !.3,7 i TTiRA A SEMINOLE COUNTY FL. , 1 101 E. FIRST ST SANFORD, FL 32771-1468 407-665-751 BELGIAN WAY 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-506-0000-0400 Number of Buildings: 1 Owner: SCHUMANN DANIEL Depreciated Bldg Value: $172,906 Mailing Address: 283 CLYDESDALE CIR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $43,000 Property Address: 283 CLYDESDALE CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: BAKERS CROSSING PHASE 2 Just/Market Value: $215,906 Tax District: 81-SANFORD Assessed Value (SOH): $140,759 Exemptions: 00-HOMESTEAD (2004) Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $115,759 Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vaclimp Qualified Tax Amount(without SOH): $3,424 WARRANTY DEED 12/2003 05169 1719 $143,200 Improved Yes 2006 Tax Bill Amount: $2,211 CORRECTIVE Save Our Hordes ("SOH) $1 213 DEED 08/2003 04974 1323 $100 Vacant No Savings: WARRANTY DEED 05/2003 04863 1066 $258,000 Vacant No 2006 Taxable Value: $112,326 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON-AD VALOREMASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT LOT 40 BAKERS CROSSING PHASE 2 PB 62 0 0 1.000 43,000.00 $43,000 PGS 97 - 99 BUILDING INFORMATION Bid Value Year Base Gross Living Est. Cost Num Bid Type Bit Fixtures SF SF Ext Wall Bid Va SF New 1 SINGLE 2003 8 1,725 2,196 1,725 CB/STUCCO $172,906 $176,435 FAMILY FINISH Appendage / Sgft GARAGE FINISHED 1459 Appendage / Sgft OPEN PORCH FINISHED/ 12 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. * * If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. Permit Number �� dl'�11/ Parcel !Identification Number Prepared by:t�8mu)e5l;c MerC-.r OCA Apop Kms, Ft 32--71V- Return 2--7Ie. Return ro:W,,L C;LO-LL,, t..-� r,, I r >G u a 3& 2 Dl�l . #- NOTICE OF COMMENCEMENT State of t"do, County of�Irwitir�c IIo�10�a�a�t�a�a�al�asal��uN�ualtlau MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06695 Pg 06131 Qpg) CLERK'S 0 2007073241 RECORDED 05/16/2007 10125159 AN RECORDING FEES 10.00 RECORDED BY T Wth tEIRTIfIfQ C9" MARY 1 NNE -MORSE OF. mckilT COURT VP `may, FLORIEA MCWHN 1!E C0� — 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. D//es''crip1t/ion/ �pf prop �ty (legal de criptiori of the pr operty, and street address if available) --a 40 Li Qu �' j if fy. r� .I'�1.3 G � i &-S C `"J 3.2 Ggneral qescription of improvement(s) -1 ,��,��-� ki+%.�•, w ,�� q,s Owner information Name J%,4, ' Telephone Number Address ,J3 C G"6LL, Fax Number % Interest in Property: Fee Simple Tttfe Holder (if other than the owner shown above) Name Telephone Number Address Fax Number t?Lf5. Contractor /, O Name i/ti"�4 �{ (t N,14k ", Lvrn !`,C1 Address j30a 0t -Lr .1 6. Surety (if any) Name Address Lender (if any) Name. Address Telephone Number -JfU Fax Number 'fib f,�-79, No Telephone Number Fax Number Amount of bond $ 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 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 Numbei- Address Fax Number 10. Expiration datice 9f commencement (the expiration date is one year from the date of recording unless adiffer to i sp ified): Date Signed Signature of Owner [Note: per �713.13(1)(g), "owner Aust sign ...and no one else may be permitted to sign in his or her stead." to and sytbscribed before me this day of m/3 �/ 20 0-7 by ._._1 L �,L7._, .__ who is personally ]mown to the OR as identification. Form Rc-iscd 4/98 RC)eERT A.•EISENMENGER...e SondedtY.nl;..::... .2-g2gAs Fbdda Notary Assn., Int `1 ............ ....u. ..... I ................. ..! -0 I hereby name and appoint�yy� M�'C�r _ of 2302 Mercator Dr.,Unit 101, Orlando,FL 32807, to by my lawful attorney-in-fact to act for me and apply to the S(11(�Q Building Department for a �[dC� permit for work to be performed at a location (Type) described as: Section: Township 20 Range 1� , Lot 5 UD , Block OC)M , Subdivision C I tAacs6alc G`r address of Job) (owner of property and address) and to sign my name and do all things necessary to this appointment. KEITH BAXTER WOOD CBC1250625 2302 Mercator Drive, Suite 101 Orlando,F 32807 STATE O �0-1 -Ldp COUNTY OF o\/LG11- SWORN TO AND SUBSCRIBED BEFORE ME THIS a0 4- DAY OFAP-I 2004 WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED (type of ID) as identification. �— MY COMMISSION EXPIRES NOTARY PUBLIC STATE OF FLORIDA Donna P Reed . 2 Commission Jul # DDS68487 PRINT NAME OF NOTARY y 16 2010 bwd" T" � • Inwnnce, Inc.,800.385.7019 OFFICE BAKERS CROSSING HOMEOWNERS ASSOCIATION, INC. REQUEST FOR ARCHITECTURAL APPROVAL ADDRESS: �g�� �fV�e�c a � �r.l Y � FZ ��r7-.T r PHONE (I) 4�V-,767 0 31 (Cell) .L4 T -267-'6,-J ,40-:*7- 07-551 TYPE OF MODIFICATION: ADDITION FENCE DECK SEED EXTERIOR PAINTING r/PORCI:I LANDSCAPE MODIFICATION POOL OTBER (DES CPIBE) B20RTANT: PLEASE ATTACH A DETAILED DESCRIPTION OF THE PROPOSED CHANGES, INCLUDING THE FOLLOWING INFORMATION, IF APPLICABLE: 1. (2) Copies of the property survey, plans and specifications showing the location of the proposed changes in relation to the building and property lines -2,. Size --5. Contractor S. Exterior finish. _3. Color 6. Plans/drawings 9. Dimensions 4. Material 7. Roof design and colors 10: Photographs ESTIMATED START DATE: - -ga'-cy? ESTIMATED COMPLETION SIGNATURE: DATE: (j 7 THE ARCPIIMCTURAL RE VM -W BOARD RESERVES THE RIGHT TO REQUEST MORE 2q—FORMATION TO CLAW Y THIS REQUEST.:REQUESTS FOR MULTIPLE CHANGES SHOULD BE SUBMr= SEPARA'T'ELY. THE ARCHITECTURAL REVIEW BOARD HAS, THIRTY DAYS TO RENDER A DECISION. PLEASE 1v[AIL TO BARE 2S CROSSING, c/o SENTRY MANAGEMZNT , INC., 2180 WEST SR 434, SUITE 5000, LONGWOOD, FLORIDA 32779 OR FAX THE REQUEST TO SEN'T'RY MANAGEMENT AT 407-788-7488. REVIEW BY ARCHITECTURAL RC VIEW BO PPR AO DI�NJED_ BY: I -�-` INCOMPLETE APPLICATION CONnv=S: 7)2VY)-\kr (2 DATE: 4 k) FU ►2 9..n..n../..20.n d. ll:8n (wnw)1nnP-bl-fHw Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 W W Q m 00 0 a K N WaQ � o W Z N W z W W W Zvf- io zo M31n -nn=i DINWd H2! o � CO M M X x N T --N Itoo Insul/M lll; WV313 NVA _.-- `"' LU fill w/insul coil _ M 00 ■ z x M . � N M x `- LLJAOCIA Id LM (J (1130 BO MM M x x x N N r £XZ EXZ EXZ 0 N EXZ EXZ EXZ EXZ CV U) W f - Q J CL Y c.i Y m W J M U) z N CO LO LLA C) 0 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- CIN OF SAIN'RVo"DR Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767-4T74 FAX: (386) 767-6556 © COPYRIGHT 2004 PAGE /� - NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-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" MIN. 3-1/2" (TYP. (1) #5 BAR CONT. -BEFORE SLOPE ALL SLABS) `0 8' TYPE I TYPE II FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING 0-2" / 12" 2" / 12" - V-10" 4"MIN. (2) #5 BAR CONT. TYPE III STEEP SLOPE FOOTING > V-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, InForceT"' e3 T"' (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 # 16644P 'R NS "'A CIVIL ENGINEER -DEVELOPMENT CONSULTANT IJMI REVIEWEU P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774v%mD FAX: (386) 767.6556 vlorCITv OF SAIN41FA 1% 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) / LWMAX.FOR FM H* / UPRIGHT'z// / HEIGHT (h) / 1" x 2" '�- -- MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING 1 TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS W/ SOLID ROOF TYP. FRONT VIEW FRAMING PAGE 3A-37, 38, 39) (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) SIZE BEAM AND UPRIGHTS (SEE TABLES) O.H SOLID ROOF 'LW' LOAD WIDTH FOR ROOF BEAM �`---'P/2' f -'P/2' NO MAXIMUM (ELEVATION SLAB OR GRADE) *--- VARIES ALTERNATE CONNECTION @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) W Z:D f U)_ / LU U) VARIES P = PROJECTION FROM BLDG. LW = LOAD WIDTH NOTES: 'P' VARIES - -k 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -123. TYPICAL SCREEN ROOM SCALE: 3/16" = V-0" ` I'S `EVIEWE"� Lawrence E. Bennett, P.E. FL # 16644 p CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE: (M) 767-4"4 OF SANFONP""', FAX: (386) 767.6&% PAGE © COPYRIGHT 2004 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. - 130 140 150 #8 #10 #12 #12 SCALE: 3/16" = V-0" ` I'S `EVIEWE"� Lawrence E. Bennett, P.E. FL # 16644 p CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE: (M) 767-4"4 OF SANFONP""', FAX: (386) 767.6&% PAGE © COPYRIGHT 2004 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I 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 & VIINYL ROOMS ALTERNATE CONNECTION: 2) #10 x 1-1/2'" S.M.S. 'HROUGH SPLINE GROOVES ;IDE WALL HEADER kTTACHED 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 VALLS MIN. 1" FROM EDGE OF ;ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = 1'-0" � a Eu Lawrence E. Bennett, P.E. FL # 16644 PLANS CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386j767-4774 FAX: (386) 767-6556 CITI Y OF SANFORD 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 r SCALE: 3" = l'-0" SECTION 3A RISER PANELS ATTACHED PER 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) 767-4774 FAX: (386) 767-6556 © COPYRIGHT 2064 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. 3A-7 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS Table 3A.1.1-110 Allowable Edge Beam Spans -Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF (36 #ISF for Max. Cantilever) Aluminum Allov WWI T -R 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 1 & 2 S an 3 S an 4 Span Max. Spp p Cantilever Load Max. Span 'L' I (bending 'b' or deflection 'd') Width (ft.) Max. 1& 2 Span 3 Span 4 Span Cantilever 5 5'-4" d 6'-7" d 6'-9" d 1'-1" d 5 5'-8" d 6-11" d T-1" d 1'-2" d 6 5'-0" d 6'-2" d 6'-4" d 1:-0" d 6 5'-4" d 6'-T d 6'-8" d 1'-1" d 7 4'-9" d 5'-11" d T-1 T' b 0'-11" d 7 5'-1" d 6'-3" d 6'4" d 1'-0" d 8 4'-7" d 5'-8" d 5'-7" b 0'-11" d 8 4'-10" d 5'-11" d 6'-1" b 0'-11" d 9 4'-5" d T-5" d 5'-3" b 0'-10" d 9 4'-8" d 5'-9" d 5'-9" b 0'-11" d 10 4'-3" d 5'-2" b 4'-11" b 0'-10" d 10 4'-6" d 5'-6" d 5'-5" b 0'-11" d 11 4'-1" d 4'-11" b 4'-9" b V-10" d 11 4'-4" d 5'-4" d 5'-2" b 0'-10" d 12 T-11" 3" x 2" x 0.045" d 4'-8" b 4'-7" b 0'-10" d 12 4'-3" 3" x 2" x 0.070" d 5'-2" b 4'-11" b 0'-10" d Load Width (ft.) 5 Max. Span V/ (bending 'b' or deflection 'd') 1 & 2 an an Span 3 S 4 S Max. p p p Cantilever 6'-0" d T-5" d 7'-7" d 1'-2" d Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1& 2 Span Max. 3 Span 4 Span Cantilever 5 6'-9" d 8'-5" d 8'-7" d 1'-4" d 6 5'-8" d T-0" d T-2" d 1'-2" d 6 6'-5." d 7'-11" d 8'-0" d 1'-3" d 7 5'-5" d 6'-8" d 6'-10" d 1'-1" d 7 6'-1" d 7'-6" d T-8" d 1'-3" d 8 5'-2" d 6'-4" d 6'-6" d 1'-0" d 8 5'-10" d T-2" d 7'-4" d 1'-2" d 9 4'-11" d 6'-2" d 6'-3" d 0'-11" d 9 5'-7" d 6'-11" d 7'-0" d 1'-1" d 10 4'-9" d 5'-11" d 5'-11" b 0'-11" d 10 5'-5" d 6'-8" d 6'-9" d 1'-1" d 11 4'-8" d 5'-9" d 5'-8" b 0'-11" d 11 5'-3" d 6'-5" d 6'-7" d 1'-0" d 12 2" x 3" x 0.045" 4'=6" d 5'-7" d . 5'-5" b 0'-11" d 12 5'-1" 2" x 4" x 0.050" d 6'-3" d 6'-5" d 1'-0" d Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') Max. 1 8 2 Span 3 Span 4 Span Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) Max. 1 8 2 Span 3 Span 4 Span Cantilever 5 7'-6" d 9'-3" d 9'-5" d 1'-6" d 5 9'-8" d 11'-11" d 12'-2" b 1'-11" d 6 T-0" d 8'-8" d 8'-8" _b . 1'-5" d -1'-4- 6 9'-1" d 11'-3" d 11'-1" b V-1 0" d 7 6'-8" d 8'-3" d 8'-1`' b ' d 7 8'-8" d 10'-8" b 10'-3" b 1'-9" d 8 6'-5" d T-9" b 7'-6" b 1'-3" d 8 8'-3" d 9'-11" b 9'-7" b 1'-8" d 9 6-2" d 7'-4" b T-1" b 1'-3" d 9 7'-11" d 9'-5" b9'-1" b 1'-7" d 10 5'-11" d 6'-11" b 6'-9" b 1'-2" d 10 7'-8" d 8'-11" b 8'-7" b 1'-6" d 11 5'-9" d 6'-8" b 6'-5" b 1'-2" d 11 7'-5" d 8'-6" b 8'-2" b 1'-0" d 12 5'-7" d 6'4" b 6'-2" b 1'-1" d 12 T-3" d 8'-1" b T-10" b 1'-5" d 1 vAbove 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 rLA110 IK0tV1tVVtL) CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX- (386) 767-6556 CITY (J"'I' SAINF(J"RIF)" PAGE TT © COPYRIGHT 2004 3A-10 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 aust at 110 MPH velocity: usina desan load of 11"#/SF Sections 3'-0" 3'-6" 1 Tributary Load V Ldib 'W' = Purlin Spacing 4'-0" F 4'-6" 5'-0" , 5'-6" j 6'-0" 1 6'-6" 1 Allowable Height bending 'b' or deflection'd' 7'-0" P-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'-0" b 8'-11" b 8'-5" b T-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'-0" b 7'-11" b 7'-8" b 7'-5" b 7'-2" b " 0,010" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 0'-5" 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 11'4" b 10'-5" b T-10" b 9'-5" b 8'-11" b 8'-8" b 8'4" b 8'-1" b 9710`71165116—w Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 11'-7" b 12'-0" b 11'-6" b 11'-0" b 10'-8" b 10'-3" b 2" x 4" x 0.046" S.M.B. 19'-1" b 17'-8" b 16'-6" b 15'-7" b 14'-9" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 12'-1" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'-0" b 2" x 2" x 0.044" Snap 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" bj 13'-7" b 12'-11" b 12'-5" bi 11'-11" b 11'-6" b 11'-1" b ror s secona wrna oust at 'Izu Horn veioclty: uslna ciesian load of 73 ;xlsl- Sections 3'-0" 1 3'-6" 1 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'/ bending'b' or deflection'd' 7'-0" F-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 8'4" 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 T-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 91-6" 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 1 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 T-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 B'-8" b 8'4" b 2" x 4" x 0.045.' Snap 16'-2" b 14'-11" b 14'-0" b 13'-2" bi 12'-6" b 11'-11" b 11'-5" bj 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 T T L' L -- CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 ITYIf III ' F vA F SAIL 5 TELEPHONE: (388) 767-4774 FAX: (386) 767 6556 PAGE ©COPYRIGHT 2004 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 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 ROOF PANEL - EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL EXISTING HOST STRUCTURE SCALE: 3" WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. SPACED OTHER CONSTRUCTION J� @ 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 1-1/2" S.M.S. OR WOOD SCREWS 4'� 12" O.C. ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3" = V-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 I-. 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: 100 -123 130 140 150 #8 #10 #12 1 #12 Lawrence E. Bennett, P.E. FL # 16644I CIVIL ENGINEER - DEVELOPMENT CONSULTANT PI ANS Li I EWED P.O. BOX 214368• SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 CITY FAX: (368) 767556 I PAGE OC COPYRIGHT2004 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. . ----- -----•• •--••. ..,w.. -au mulll T VYerllang METRLS USHTM Lawrence E. Bennett, P.E. FL # 16644 Building Products L.P. CIVILENGINEER- DEVELOPMENTCONSULTANT 7815 American Way, Groveland, FL 34736 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 TEL EPHONE:(386)767-4774 TOLL FREE: 1-800-342-9077 bl(aufmann@Illetalsusa.com FAX: (386)767-6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 7-45 I In SOLID ROOF PANEL PRODUCTS Screen Rooms Glass & Modular Rooms Overhang / SECTION 7 Mono -Sloped Roof Table 7.3.6 Allowable Spans for 0.024" PRO -FAB Composite Panels Roof & Attached w/ EZ -LOCK for Various Loads Region Cantilever Region 1 &2 3 Metals USA Building Products L.P. 1&2 3 4 1&2 3 Manufacturers Proprietary-Products:,Aluminum.Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density span 3" x 48" x 0.024" Roof Panel w/ EZ -LOCK span span span span span Open Structures Screen Rooms ' Glass &Modular Rooms Overhang! Roofs, Wind Mono -Sloped Roof & Attached Covers 23'-5" Enclosed 25'-3" Cantilever 24'-11" Region 1&2 3 4 1&2; 3 4 1&2 3 4 All 110 MPH spanspan span --span span span span span span Roofs 22'-2" 21'-4.23'-10" 23'-0" 20'4" 22'-9" 21'-11" 15'-1" 17'-9" 16'-3" 120 MPH 22'-3" .110 MPH'2t 23'-10" 23'-0'. 18'-8" .120'-11" 20'-2" 13'-9" 15'-4" 14'-10" 4'-0" 13'-9" 120 MPH 20'-4" 22'-9" 21'-11" 5" 19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 21'-5" 23'-11" 123 MPH 19'-0" 21'-10" 21'-1" 15'-11" 18'-11" 18'-3" 11'-8" 13'-8" 13'-2" 4'-0" 14'-11" 130 MPH 18'-0" 20'-2" 1975' 15'-1" 17'-9" 18'-3" —T274-- 11'-1" 12'-11" 12'-6" 4'-0" 21'-4" 140 MPH 13'-9" 13'-3" 12' 4" 13'-9" 13'-3" 10'-3" 11'-6" 11'-1" 4'-3" 13'-8" 150 MPH 1 121-4" 13'-9" 13'-3" 1 12'4" 13'-9" 13'-3" 9'-6" 10'-8" 10'4" 1 3'-11" 13'6" 4" x 48" x 0.024" Roof Panel w/ P7_I rw1w 14'-7" 11'3 13-3 '-9" . ----- -----•• •--••. ..,w.. -au mulll T VYerllang METRLS USHTM Lawrence E. Bennett, P.E. FL # 16644 Building Products L.P. CIVILENGINEER- DEVELOPMENTCONSULTANT 7815 American Way, Groveland, FL 34736 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 TEL EPHONE:(386)767-4774 TOLL FREE: 1-800-342-9077 bl(aufmann@Illetalsusa.com FAX: (386)767-6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 7-45 I In Open Structures Screen Rooms Glass & Modular Rooms Overhang / Wind Mono -Sloped Roof & Attached Covers Roof & Attached Enclosed Region Cantilever Region 1 &2 3 4 1&2 3 4 1&2 3 4 All span span span span span span span span span span Roofs, 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-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" 217-4" 20'-7" 13'-9" 15'-4" 14'-10" 4'-0" 123 MPH 21'-5" 23'-11" 23'-2" 18'---6" 20'-9" 20'-0" 13-5" 14'-11" 14'-6" 4'-0" 130 MPH 19'-9" 2-1" 21'-4" 17'5" 19'-6" 18'-10" 12'-8" 14'-2" 13'-8" 4'-0" 140 MPH 3'-6" 15-1" 14'-7" 13'6" 15'-1" 14'-7" 11'3 13-3 '-9" 4'-0" 150MPH 13-6" 15'-1" 14'-7" W -O" 15'-1" 14'-7" 10'-5" 12'-4" '4" --f - -i ...EZZ _ 5" v AR•' . n noe'• 0.._8 . ----- -----•• •--••. ..,w.. -au mulll T VYerllang METRLS USHTM Lawrence E. Bennett, P.E. FL # 16644 Building Products L.P. CIVILENGINEER- DEVELOPMENTCONSULTANT 7815 American Way, Groveland, FL 34736 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 TEL EPHONE:(386)767-4774 TOLL FREE: 1-800-342-9077 bl(aufmann@Illetalsusa.com FAX: (386)767-6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 7-45 I In Open Structures Screen Rooms Glass & Modular Rooms Overhang / Wind Mono -Sloped Roof & Attached Covers Region 1&2 Enclosed 4 Cantilever Region All 1&2 3 4 1&2 3 4 U2 3 4 3 span span span span span span span span span Roofs 100 MPH 26'-5" 29'-6" 28'-6" 25'-2" 28'-1" 27'-2" 19'-8" 21'-11" 21'-3" 4'-0" 110 MPH 26'-5" 29'-6" 28'-6" 23'-2" 257-10" 247-11" 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 727" 24'-11" 24'-1" 197 21'-11" 21'-3" 14'-4" 15'-11" 15'-5" 4'4" 140 MPH 15'-3" 17'-0" 16'-5" 15'-3" 17'4" 16'-5" 13'-4" 14'-11" 14'-5" 4'4" 150 MPH 15'-3" 17'-0" 16'-5" 15'-3" 17'-0" 16'-5" 12'-5" 1 13'-11" 13'-5" W -O" . ----- -----•• •--••. ..,w.. -au mulll T VYerllang METRLS USHTM Lawrence E. Bennett, P.E. FL # 16644 Building Products L.P. CIVILENGINEER- DEVELOPMENTCONSULTANT 7815 American Way, Groveland, FL 34736 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 TEL EPHONE:(386)767-4774 TOLL FREE: 1-800-342-9077 bl(aufmann@Illetalsusa.com FAX: (386)767-6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 7-45 I In Open Structures Screen Rooms Glass & Modular Rooms Overhang / Wind Mono -Sloped Roof & Attached Covers Enclosed Cantilever Region 1&2 3 4 —T&-2 34 1&2 3 4 All span span span span span span span span span Roofs 100 MPH 29'-1" 32'-6" 31'-5" 27'-8" 30'-11" 29'-11" 21'-8" 24'-3" 23'-5" 4' -0 - CIO MPH 29'-1" 32'-6" 31'-5" 25'-6" 28'-0" 27'-6" 20'-1" 22'-5" 21'-8" 4'-0" 120 MPH 27'-8" " 23'-9" 267-6" 25'-8" 18'-5" 20'-7" 19'-10" 123 MPH 26'-8" 23'-1" 25'-9" 24'-11" 1T-10" 19'-11" 19'-3" 4'-0" 130 MPH 24'-7" M28'-9- " 21'-8" 24'-3" 23'-5" 15'-9" 18'-9" 18'-2" 4'-0" 140 MPH 16'-9" 16'-9" 18'-9" 18'-2" 14'-9" 17'-4" 15'-11" 4'-0"150 MPH 16'-9" 16'-9" 18'-9" 18'-2" 13'-8" 15'-4" 14'-10" 4'-0" Nnfa• Tnf.l --f - -i ...EZZ _ . ----- -----•• •--••. ..,w.. -au mulll T VYerllang METRLS USHTM Lawrence E. Bennett, P.E. FL # 16644 Building Products L.P. CIVILENGINEER- DEVELOPMENTCONSULTANT 7815 American Way, Groveland, FL 34736 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 TEL EPHONE:(386)767-4774 TOLL FREE: 1-800-342-9077 bl(aufmann@Illetalsusa.com FAX: (386)767-6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 7-45 I In Florida Building Code Online Page 1 of FL # FL2291-PO Application Type New Code Version 2001 Application Status Approved Comments Archived Product Manufacturer Metals USA Building Products Address/Phone/Email 7815 American Way Groveland, FL 34736 (800)342-9077 bkaufmann@metalsusa.com Authorized Signature Frank Bennardo clangley@flbengineering.com Technical Representative Bill Kaufmann Address/Phone/Email 7815 american Way Groveland, FL 34736 (800)342-9077 bkaufmann@metalsusa.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Other Other Subcategory EPS Core Roof Panel Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name Frank L. Bennardo who developed the Evaluation Report Florida License PE -0046549 Quality Assurance Entity Underwriters Laboratories Inc. Validated By Jorge A. Pomerantz, P.E. Certificate of Independence PLANS REVIEWED CIN 0F SANFORD Florida Building Code Online Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Standard Year ASTM E72 1998 UBC 26-3 1997 Method 1 Option D 04/02/2004 04/06/2004 04/06/2004 04/21/2004 08/04/2005 Page 2 of Summary of Products FL # 11114odel, Number or Name IlDescription 2291.1 : Pr_o-Fab Roof Panels Aluminum and Steel Skin EPS Core Sandwich Panels Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By; Approved for use outside HVHZ: Evaluation Reports Impact Resistant: PTID 2291 T 50332-A.pdf Design Pressure: +/- PTID 2291 T 50410-A.pdf Other: PTID 2291 T 50410-B.pdf PTID 2291 T 50410-C.pdf PTID 2291 T 50410-D.pdf PTID 2291 T 50410-E.pdf PTID 2291 T 50410-F.pdf PTID 2291 T 50410-G.pdf PTID 2291 T 50410-H.pdf PTID 2291 T 50410-I.pdf PTID 2291 T Analysis Spans.pdf PTID 2291 T Drawing,pdf PTID 2291 T UBC Fire Test.pdf I Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards EviEWED(850) 2555 Shumard ee,Flo Oak Boulevard Tallahassee, Florida 32399-2(00 487-1824, Suncom 277-1824, Fax (850) 414-8436 pLANS R© 2000 05 The State of Florida. All rights reserved. Copyright and Disclaimer SANFORD Product Approval Accepts: k0:01,13TY OF J079 eCheck MW i Florida Department of Community Affairs Building Code Approvals Application #: FL161 Date Submitted: 09/18/2003 Product Manufacturer: Custom Window Systems, Inc. Category: Exterior Doors Subcategory: Swinging Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Code: Section Standard Year ANSI/AAMA/WDMA 1997 101/IS2-97 Certification Agency: Keystone Certifications, Inc. Date Validated: 09/18/2003 Performance level of the product and conditions or limitations of Guardian Balcony Entry Door HGD- use: LC40 37x81 Application Status: Approved ALUMINUM SCREEN RB INSTALLATION ENCLOSURE MEM BCR SCREW ANCHOR BY p.HERS SHIM AS REO'D. �(SEE NO ES) CAULK BETWEEN DOOR, FLANGE 6 SCREEN ENCLOSURE DOOR FPAME HEAD E x TERIOR ' PERIMETER. CAULK BY OTHERS DOOR FRAME SILL LIBERALLY APPLY CAULK OR SET SILL IN CONCRETE OR MASONRY INSTALLATION ANCHOR CONCRETE OR MASONRY 3/16' DIA. TAPCON BY OTHERS SECTION A -A 1/4' MAX. SHIM SPACE DOOR MEIGHT I-1/4' MIN. EMBEDMENT P'LlINIS REVIEWED CIN, ON SA-vNIFORD DOOR WIDTH ELEVATION VIEWED FROM EXTERI❑R DESIGN PRESSURE CAPACITY — ±50.0 PSF BUCK WIDTH 1/4' MAX. .pB SCREW ADDITIONAL SHIM SPACE �— LOCATIONS (1) PEA. HV1GE DOOR FRAME JAMB SHIM AS R.EO"D (SEE NOTES) 1 S MEMBER BYOTHERS ENCLOSURE EXTERIOR CAULK BETVEEN pB INSTALLATION DOOR. FLANGE6 SCREW ANCHOR SCREEN ENCLOSURE SECTION B -B NOTES 1) DOOR FRAME MATERIAL ALUMINUM ALLOY 6063. 2) CAULK BEHIND DOOR FLANGE PHEAD 2 JAMBS VI TH LATEX CAULK. APPLICATION OF CAULKS 6 SEALANTS MUST COMPLY ViTH SEALANT MANUFACTURERS RE COMEN DATIONS. 3) sB INS T ALLAIION SCREW ANCHORS P HEAD 6 JAMBS 10 BE PLACE I) 6' FROM CORNERS S 24' CMAAY.. 98 SCREWS TO BE USED Cl) AT EA HINGE 6 (2) AT DEADBOLT STRIKE PLATE (2) AT CYLINDkIC AL LOCK STP.ILE PLATE. 4) 3/l0'DIA. CONCRETE SCREW ANCHORS P SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE M!N. EMBEDMENT OF 1-1/ 4' INTO MASONRY OR CONCRETE, MAX. ALLOWABLE SPACING BETVEEN ADDITIONAL ANCHOR TAPCONS TO BE 6' FROM CORNERS B 24' O.C. MAX. LOCATIONS 5) IF GLASS IS EMPLOYED GLASS MUST BE TEMPERED. INSULATING GLASS AND SINGLE GLAZING ARE QUALIFIED. 6) SHIM AS RED'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIN STACK TO BE 1/4'. USE SHIMS WHERE SPACE IS GREATER THAN 1/16'. 7) INSTALLATION AS STATED HEREIN COMPLIES WITH THE FLORIDA BUILDING CODE. //� LRIG� L MARTINEZ °R'° BB °ATE 4/22/02 //�/ VIL SuLE' N.T.S. OVG nOCWS0133 182 REI LEITER SHEET" 1 DF 1 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 use: y 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. / mph 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 X1575.1 Acrylic 'Horizontal Slider 110x96 1575.2 �nyl 4T Vertical Pin 48x72 J575.5 1 inyl 4T Vertical Spring 4802 1575.6 Vinyl ;2T Vertical Spring 4802 1575.4 (Vinyl 12T Vertical Pin 4802 1575.3 ;Vinyl 12T Horizontal Slider 7202 4, • I SCREEN ENC LOSL MEMBER BY OTHE WINDOv FRAME h EX VINDOW FRAME SILL SCREEN CuCLOSURE MEMBER BY OTHERS SECTION A -A JLK BETWEEN JDOW FLANGE 6 ZEEN ENCLOSURE INSTALLATION REV ANCHOR 3/16' MAX. SPACE WINDOV HEIGHT CLANS CITY OF - 3/16' MAX. SPACE INSTALLATION EW ANCHOR JLKBETVCEN ADOv FLANGE L SCREEN ENCLOSURE fes— WINDOW WIDTH --r{ A i NS INSTALLATION SCREW ANCHOR WINDOW FRAME JAMB CAULK BETWEEN WINDOV FLANGE 6 SCRCCN ENCLOSURE ME114BER BY%TOHCRS EXTERIOR WINDOW WIDTH 3/16' MAX. SPACE SECTION B -B OV HT I) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 2) INS TALLA71ON ANCHORS, KB SCREWS, MUST BE SPACED 6' MAX FROM CORNERS AND SPACED 24' O.C. MAX. 3) CAULK BEHIND VINDOW FLANGE W17H LATEX CAULK. APPLICATION OF LATEX CAULK MUST COMPLY WITH SEALANT MANUFACTURERS RECOMENDATIDNS. 4) WINDOW VENTS SMALL BE REMOVED WHEN WINDS EXCEED 75 -- - MPH AS PER BUILDING CODE. Q EXTERIOR EL VATI❑N )�UgE1s�=Ttlpj8�f1R /aiU(�[pI W,`L+�j8,T6�+'r++T'�TAa �NiAL��Dlgf.O.,Lli'e iPY�9.LV U1L' AC A V uV M LVLHl'/:E 0 Gvs�a�M W/12c�0 F S, Flt#fib yy� 0rL—/jvt CUSTOM WINDOW SYSTEMS, INC. OCALA, FLORIDA TITLE 2 TRACK HORIZONAL VINYL SLIDER LS.11., INSTALLATION DETAIL CMINCER, MANUEL MARTINEZ - DR"' BB DAT" 4/01/02 DISCIPLINE' CIVIL SCA1D N.T.S. "" "D'CWSO12' FL. RC6 MO• 47182 RC V. LC17ER, 1 DF i 11[IMCI It. f11pIK1 i[Cr�d OLi <Mt� tIL wit4,uilOwL ILVL >u it t]L. K.irnpv, iLo]i0� ]t ].• iwOr,( •I) Im-R]l] f�L K> �L]-L]u B 8 WIN! HE II NS INSTALLATION SCREW ANCHOR WINDOW FRAME JAMB CAULK BETWEEN WINDOV FLANGE 6 SCRCCN ENCLOSURE ME114BER BY%TOHCRS EXTERIOR WINDOW WIDTH 3/16' MAX. SPACE SECTION B -B OV HT I) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 2) INS TALLA71ON ANCHORS, KB SCREWS, MUST BE SPACED 6' MAX FROM CORNERS AND SPACED 24' O.C. MAX. 3) CAULK BEHIND VINDOW FLANGE W17H LATEX CAULK. APPLICATION OF LATEX CAULK MUST COMPLY WITH SEALANT MANUFACTURERS RECOMENDATIDNS. 4) WINDOW VENTS SMALL BE REMOVED WHEN WINDS EXCEED 75 -- - MPH AS PER BUILDING CODE. Q EXTERIOR EL VATI❑N )�UgE1s�=Ttlpj8�f1R /aiU(�[pI W,`L+�j8,T6�+'r++T'�TAa �NiAL��Dlgf.O.,Lli'e iPY�9.LV U1L' AC A V uV M LVLHl'/:E 0 Gvs�a�M W/12c�0 F S, Flt#fib yy� 0rL—/jvt CUSTOM WINDOW SYSTEMS, INC. OCALA, FLORIDA TITLE 2 TRACK HORIZONAL VINYL SLIDER LS.11., INSTALLATION DETAIL CMINCER, MANUEL MARTINEZ - DR"' BB DAT" 4/01/02 DISCIPLINE' CIVIL SCA1D N.T.S. "" "D'CWSO12' FL. RC6 MO• 47182 RC V. LC17ER, 1 DF i 11[IMCI It. f11pIK1 i[Cr�d OLi <Mt� tIL wit4,uilOwL ILVL >u it t]L. K.irnpv, iLo]i0� ]t ].• iwOr,( •I) Im-R]l] f�L K> �L]-L]u PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 40; BAKERS CROSSING, PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CERTIFIED AND EXCLUSIVE UOSE OF:FOR THE OFFICE D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA DANIEL SCHUMANN FIRST HORIZON HOME LOAN CORPORATION 17'17'3.REVISION R-25 4 L. 75 0 Oo' B- 80 3g.47„w TR O x=8'40'46” PG t� - CLE A�� q� R=225.00' CENTERLINE OF� �1\ RtOHT OF L=34.08' RIGHT-OF-WAY Wt PT O 0 ti _ `N72 00. C8=S76'20'23"E WALK is 1 WgLk oig 0.2'OFF - t4.�F 2�iry 1�6�. ``555 C=34.05 ♦ DO'< `t0`UTILtTY PC EASfM' 18.0 WgLk Is b N �CONCREtE�, I �.�. 3' C/W NOTE: C4r'c.Y" s apo co �H 1 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY, 40.0' 5.0' 5.0' 126 p�. Iz FND 1/2 -IRON ROD ^ �* NO ID. (9/17/03) 40 19,g /6 N�324 S4"W LOT 36 LOT 37 I 2, PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 9-17-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 40, BAKERS CROSSING 2 AS BEING N72'00'00" W PER PLAT. (FIELD DATE: ) 6-23-03 SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM41197 DRAWN BY: REVISED: 1TE. 12/23/03 CER TS: 11113103 IOATION FINAL 9-17-13 CKB :S k BOUNDS 05/07/03 SDC T PLAN -4-04-03 SOO BAKERS CROSSING PHASE I PLAT BOOK 60, PAGES 27-29 N M C'4 (0 LOT 39 o� T o LOT 38 1 " - 30' GRAPHIC SCALE 0 15 30 LEGEND 13.9' ?P 21 w :,. +' W u I COVERED 4.6' ' 00a FND 1/2" IRON ROD AND CAP IJ ENTRY N LB 56393 (9/17/03) LOT 41z - CENTERLINE I STORY RETEBLOCK FND NAIL AND DISC - — CONCRETE LB 56393 (9/17/03) RESIDENCE FINISH FLOOR O o ELEVATION -42.67 z LB 56393 (9/17/03) CONCRETE CNA CORNER NOT ACCESSIBLE LB C4r'c.Y" s apo co �H 1 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY, 40.0' 5.0' 5.0' 126 p�. Iz FND 1/2 -IRON ROD ^ �* NO ID. (9/17/03) 40 19,g /6 N�324 S4"W LOT 36 LOT 37 I 2, PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 9-17-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 40, BAKERS CROSSING 2 AS BEING N72'00'00" W PER PLAT. (FIELD DATE: ) 6-23-03 SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM41197 DRAWN BY: REVISED: 1TE. 12/23/03 CER TS: 11113103 IOATION FINAL 9-17-13 CKB :S k BOUNDS 05/07/03 SDC T PLAN -4-04-03 SOO BAKERS CROSSING PHASE I PLAT BOOK 60, PAGES 27-29 N M C'4 (0 LOT 39 o� T o LOT 38 1 " - 30' GRAPHIC SCALE 0 15 30 UR LANDO, FLORIDA 32801- (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. 6Z- 3 FOR ' THE FIRM WILLIAM R. USCATELLO JR. PSM//4 28 DATE LEGEND ® FND 1/2" IRON ROD AND CAP — BUILDING SETBACK LINE LB 56393 (9/17/03) - - CENTERLINE 0 FND NAIL AND DISC - — — RIGHT OF WAY LINE LB 56393 (9/17/03) 4 EXISTING ELEVATION® FND 1/2" NAIL AND DISC LB 56393 (9/17/03) CONCRETE CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS A DENOTES DELTA ANGLE LS LAND SURVEYOR L DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE (P) PER PLAT PI DENOTES POINT OF INTERSECTION (M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PT DENOTES POINT OF TANGENCY C/W CONCRETE WALK TYP TYPICAL S/W SIDEWALK A/C AIR CONDITIONER CP CONCRETE PAD CBW CONCRETE BLOCK WALL CS CONCRETE SLAB Rr RADIUS POINT C CHORD LENGTH OHU OVERHEAD UTILITY LINE PK PARKER KALON ID IDENTIFICATION R RADIUS POL POINT ON LINE POC POINT OF CURVE PCC POINT OF COMPOUND CURVE UR LANDO, FLORIDA 32801- (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. 6Z- 3 FOR ' THE FIRM WILLIAM R. USCATELLO JR. PSM//4 28 DATE .I hereby name and appoint l bud, r kr of 2302 Mercator Dr.,Unit 101, Orlando,FL 32807, to by my lawful attorney-in-fact to act for me and apply to the SaY� Building Department for a slcb permit for work to be performed at a location (Type) described as: Section: , Township , Range , Lot , Block , Subdivision , X33 C wru --n al&- Clr (addrds of Job) mar,i e-1 S&-1u-ry--Nanr) (owner of property and address) and to sign my name and do all things necessary to this appointment. KEITH BAXTER WOOD CBC1250625 2302 Mercator Drive, Suite 101 Orlando, FL 32807 STATE OF FLORIDA COUNTY OF ORANGE --SWORN TO AND SUBSCRIBED BEFORE ME THIS —)Q n6 DAY OF 2007 AND WHO`I PE - - 11�Y OWN TO ME. �— MY COMMISSION EXPIRES NOTARY PUBLIC STATE OF FLORIDA Donna P. Reed PRINT NAME OF NOTARY Commission # DD . aQ; 568487 ' • Expires July 16, 2010 60 ndad Troy Fain • inaurgnpa, InC. 800.385.7019