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Home My WebLink About123 Sandpoint CtRECEIVED CITY OF SANFORD PERMIT APPLICATION Y JUL 18 2006 Permit # : O� _ .10(4p.10(4p �. Date: I0ty Job Address: �.� SCS f1�fJO\n - C-� . JC9-n r'd '-4A. �% a rlr 3 Description of Work: n • r t '1 I (� } t.or. ic,1Tt„nct: 0 ZnngValq& of WorkAV-SS' Ear r1_rvl�rC 11lCu �¢- Z -, --L) Permit Type: Uilding Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for outer than X) Parcel #: - (Attach Proof of Ownership & Legal Description) Owners Name & Address: 0r�t 121'k Phone: Contractor Name & Address: S E n r11 _ L State License Number: RS U= IQLLo V _ Phone &Fax: 79 Contact Persow Phone:33`ti--&Dto ^ 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. 1 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 applicablr. taw: regnl3ting construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR i'A Y:NG 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 re,: 1rds of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal e;cncies. Acceptance ofpes it is verification that 1 wi I noti the owner of the property of the require is of Florida Lien Law, FS 713. / Z 7� IN/ o� Signature of Owner/ ent Date Si ature of Contrac r`A ery _ Date Print OwnoOAacilt's Name 17io4C Signal redt%FrV, StK909WFQft Date G'•� • My Commission DD511801n Expires 01rcd►2010 Signature of N - L/ OwneriAgent is Personally Know Jr to Me pr _ V Produced ID Ot:�'6z Contractor/A ent iS Produced ID_ il APPLICATION APPROVED BY: Bldcun'/AUtilities: Iln' �C Date) (Initial & Date) Special Conditions: _-7/iV%v4 Date Known to Me FD: (Initial & Date) (Initial S Date) 00 Becky Ropers My Corrtrrlissitxt DD180133 op 1k; Expires February 1t, 2007 POWER OF ATTORNEY DATE: I hereby name and appoint of Affordable Screen & Patio, Inc. to be my lawful Attorney -In -Fact to act for me and apply to the Building Department for a Ct— permit for work to be performed at a location described as: Parcel ID # Lot _,5j— Block Subdivision: r.-t"n�TLv 1 f u3 \1 \ I � 0^0– � rd (Address of/Jpb) (Owner of and to sign my name and do all things necessary to this appointment Type and print Contractor Signature of Certif d Contractor The foregoing instrument was acknowledged before me this / / Okby w is personally known to me o produced as identification and who did not take an oath. State of Florida Notary Notary (Seal) County of Seminole Dater r5 • `FBey Rogue + My Commission DD180133 60, Expires February 14. 2007 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=10203050700000510... 7/13/2006 27 1:3 D"m JOHMSON, CFA, ASA PROPERTY26 APPRA[5ER 31 '14 49 61 SEMINOLE COUNTY FL. x3 1101 E. Fl RST ST 23 4113 SANFORD. FL32771-1468 407-665-7506 47 .S� 3; 48 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10-20-30-507-0000-0510 Number of Buildings: 1 Owner: MARTIN RONALD W & TAMMY F Depreciated Bldg Value: $116,573 Mailing Address: 123 SANDPOINT CT Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $26,600 Property Address: 123 SANDPOINT CT SANFORD 32773 Land Value Ag: $0 Subdivision Name: GROVEVIEW VILLAGE 3RD ADD REPLAT Just/Market Value: $143,173 Tax District: S1-SANFORD Assessed Value (SOH): $110,045 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $85,045 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 12/2003 05146 0901 $136,900 Improved Yes WARRANTY DEED 07/1999 03691 1256 $88,000 Improved Yes SPECIAL 05/1994 02774 0733 $67,500 Improved No 2005 VALUE SUMMARY WARRANTY DEED SPECIAL Tax Value(without SOH): $1,800 WARRANTY DEED 12/1992 02611 1886 $100 Improved No 2005 Tax Bill Amount: $1,633 CERTIFICATE OF 07/1993 02611 0162 $100 Improved No Save Our Homes (SOH) Savings: $167 TITLE 2005 Taxable Value: $81,840 SPECIAL 08/1992 02479 0211 $100 Improved No DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED ASSESSMENTS CERTIFICATE OF 08/1992 02462 1242 $100 Improved No TITLE WARRANTY DEED 06/1989 02079 0301 $67,900 Improved Yes WARRANTY DEED 12/1984 01602 0671 $65,400 Improved Yes Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LEG LOT 51 GROVEVIEW VILLAGE 3RD LOT 0 0 1.000 26,600.00 $26,600 ADD REPLAT PB 26 PGS 9 & 10 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1984 6 1,399 1,941 1,399 BOCK ONC $116,573 $127,402 FAMILY Appendage / Sgft OPEN PORCH FINISHED/ 42 Appendage / Sgft GARAGE FINISHED / 500 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=10203050700000510... 7/13/2006 NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF S f- IC� Permit No. Tax Folio No. (PID) t rj- This Instrument Prepared by: pA -C. r I IN it III II 111 II 111 II 111 it 111111111111111 III 11 III II III 1 IN MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06330 Pg 06801 (Ipg) CLERK'S # 2006114817 RECORDED 07/18/2006 09:53:20 AM RECORDING FEES 10.00 RECORDED BY H Bailey CERTIFIED COPY MARYANNE MORSE CLEaEPUTY COURT SEMIFLORIDA BY K r _ _ Return to:-c� `71 ti 1�c `i d 2006 The undersigned hereby gives notice that improvement(s) will be made certain real property, and in accordance with Chapter 713. Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROP and street address) GENERAL DESCRIPTION OF IMPROVEMENT "C I OWNER INFORMATION Name ` ►n Telephone # 3"C, 3c)q Address Facsimile # Sc',-) ' 13 '� 9 1 3 FEE SIMPLE TITLE HOLDER (If other than owner shown above) Name — _ Telephone # Address Facsimile # 10 a Name , „ f i Telephone Address _ Facsimile # SURETY (BONDING COMPANY) (IF ANY) Name and Address LENDER (IF ANY) Name and Address Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: Name & Address Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name and Address In addition to himself, Owner designates of To receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified.) -F� M AU4 1� .440 il (/ Signature Of Owner I Sworn to a d subscribed before me this y V �, o =e,►*r w,� Not Public State of Florida 7 Da of c. -z- 20 �. Robert Forte / M Commission Expires //� ; My Canmssion 00511801 C � ��•'� y p� or r�. Expo eS 010/2010 Notary Public i The foregoing instrument was acknowledged before me this, day of _S , 20 (, b rr �- ,y„ray ,C<, 1 lila Li, •� (Name of person acknowledged), who is personally known to me or who has `roduced (Type of identification), a identification and who did/did not take an oath. ro�. Lrg�.>tr .Peatrp•Fuao» L�a .91. AWEPrr4T Ox- GBVYJ£V1SFW 1-'X,(1'11 OR 779i Xv AiParriom araczlr•drm t so the plat rkwm AT ,xaarded ba FId1 Knot! ?d PAWSM) .9 told 1 a, vf'r�,r PJJDI(c Rrsrorzlr afL'et„tdi>ol,r Co■rntj; 1f�1. CnWA MMM j& 000F# bzr.; Ii0204 Firm/: 004.5 � E F,� �11L ,�.ej.: •d/I71I A.fTS F7ond!€nx� X Dane OfJ%W"0r&: 12131,2003 ComsWorrtwn naJlr• 17�9YttQQ9 CarWrdd ra. Ro-,44d W. M, arrFnr,• Tam,,Iy S AdJ>r,rrn; .prr,..r r 7W,* eE . Mfrwr. lnc.; Ampridam Pionnr TJde •fntttur4*wr CP'A4parly. Sebring CopAral Moffgnxr Corp, lfJ'zwc&drJdrs andlar gx=jS", . CURVE' rA67tk �. IM4l+s M?R Aw rtwls SCIyI EG 7 " lop wr Jo t 1• ga� L LOT aw ,w ", ATE Lor do �% A. 1 J7■ ". LX CMND +4+d WM. Skw Nr S#�vAftF*%W rtM! 731- xa..n,Fwkr , cove 1s■ OULprapmr`1pT" x.." A seY"-&A yr y � Qax. REF. odm w WMwl+harrL M p1e1A> Nh6 raM-wmeOewr■iMtis t:1. e!■.• IetD R410 t r> t.a..•wne■I 3neww.gwr. 4'•wlr+fllr H.M. iVC lh v c Tr It"w .111 Grom Moi. ■w.fr rd.el. pu. � YMr. r,R "V }tivow�ww.11e t•Iwt rbwk Lw cakal~ awt.. N ',Nh hw Crwnw.n.laaa.r�y s,LII W"VM VM r.4%Q ROIL, •. prvmn■w■■uw r..1....I u P.rr ■►.w.dl.rn rb 'd s.D• CL—AfAwMNp� rma4sa.w rcL 7tiMs.l4ti..ww.c .taM• q woft 9r A%r U. Drwrwdm mxr wd RR.c rT. 14MrfIC11MYr■Cw+ar ?rMR ?dies►. Nall JR TIN CJJ >q■174.1r � o.0.: DI*SellYoo Hneewtsl ANr 1].#nf�MY n+o.T, Uwr A.rA.n ir'aae+f.Va �ILR. lst lar !<rIUE�aae■0111 . 1rA .; tlyq�xx tt�ialar Um > Aqdwl. F,GM Y ---a T. Mr. Tyr.. xvwnemk '^*i. a O.A.O.sr.I Utndn Bslc, Tnar e+.a1 W.C. wwo'b an tr.er.elaL u.pL 16■ nLA.*% tam H corm i R7,P• i Y Ow Yrl" R'QJDDYtw It li a• AM0PCxJVT COURT Prgpcny Adibvm. t?9 SoA4.16bw enw Sa.,forg. )'b 32773 sm"ay oet•1QR�. t L'a�.l►d`.Arwr 4rq.wwwVrW/YM1.J IL■..•.re■■� nelarVVawaa.,�.w. 'M �r �M.�r■iiY�A, d'•JR�..I. Ir M/V. M�w.w.r�.■! vA1 Y[ Mfi A IVa Wrii.'�.w M1.wld�rwFaly �■es rrk. n.a.a. L�6 iNti—Myww^�7•MgM1 p�}�M 1,7.14 9tPr MwrAY r.^.►�w�-wa...w 1-y 7118 RAlr.asac caroW"wo, L,.k 1-F PLANS REVIEWED CITY OF SANFORD :ZAT�" '7- r;L•66 IA2. SCREEN, ACRYLIC & VINYL. ROOMS StCTION 3A INTERIOR BEAM (SEE TABLES 3A.1.3) H. 2 ►4 , , - soz�gqt% � HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS• ALUMINUM ROOF SYSTEM PER SEcTiON 7 CARRIER 13EAM POST TYPICAL SLOPED SOLID ROOT-' ENCLOSURC � SCALE: N.T.S. ALUMINUM ROOF SY�`FEM:..;- PER SECTION 7 ""''^m>w� ,M s..s..uar.yw;.;a;tw ..�.,�I88i aTRUCTURE OR . � FOURTH WALL FRAME USE BEAM TO WALL DET AIL RIDGE BEAM (SEE TABLES 3A.1.4) TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214:68. S')UT1l DAYTONA. FL 72121 • TELEPHONE: (:83) 757.4774 FAY.: (311�i �67.6R58 ® COPYRIGHT20VA '^ •� pAW NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION Of LAWRENCE E. BENNCTT. P.E. 3A-1 PLANS REVIEWED CITY . OF SANFORD SECTION 3A SCREEN, ACRYLIC.& VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) 'LW' FOR / .. MAX. / H' UPRIGHT HEIGHT(h) 1" x 2" MIN. 3-1/2" SLAB ON GRADE, VARIES OR RAISED FOOTING FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39) Wl SOLID ROOF TYP. FRONT VIEW FRAMING (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) VARIES 'LW LOAD WIDTH ECO CT ON FOR ROOF. BEAM Al JEB _ _._ @ FASCIA ALLOWED ---..------ ( SEE SECTION 7 FOR DETAILS) I Cr O z V co P = PROJECTION FROM BLDG. VARIES LW = LOAD WIDTH ,_ 'P' VARIES NOTES: 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 W1#10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2"WASHER HEADED SCREW M AND INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W1. WASHERS @ EACH POINT OFUMN CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF Pl2 OR Pl2 + 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: 1-123 1 130 140 1 150 #8 1 # #12 1 #12 TYPICAL SCREEN ROOM SCALE: 3/16" = 1'-0" Ns REVI Lawrence E. Bennett, P.E. FL # r " OF So CIVIL ENGINEER. DEVELOPMENT CONSULTANT r1 P.O. BOXTELEPHONE: ESOUTH 0) TGT -47744 92121 �r FAX: (386) 7678556 PAGE (D COPYRIGHT 2004 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION of LAWRENCE E. eENNETT. 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 SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: '2) #10 x 1-1 /2" S.M.S. 'HROUGH SPLINE GROOVES ;IDE WALL HEADER ATTACHED TO 1" x 2" OPEN )ACK W/ MIN. (2) #10 x 1-1/2" >.M.S. "1DE WALL GIRT ATTACHED Y x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES - 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 AND SIDE BOTTOM RAILS ATTACHED TO rONCRETE W/ 1/4" x 2-1/4" ONCRETE/MASONRY NCHORS @ 6" FROM EACH DST AND 2.4" O.C. MAX. AND /ALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. FL # 16 P�pNS REVS CIVIL ENGINEER - DEVELOPMENT CONSULTANT OF SI P.O. BOX 214358, SOUTH DAYTONA, FL 32121 r TELEPHONE: (386) 767.4774 FAX: (388) 78765% _ PAGE ® GOPYRIGHTZ004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITH THE WRITTEN PERMISSION OF V WRENrt? E. BEN P.E. SCREEN, ACRYLIC & VINYL:ROOMS SECTION 3A COMPOSITE". ROOF PANELS: (4) 1/4" x 4" LAG BOLTS W/ RISER PANELS ATTACHED PER 1-1/4" FENDER WASHERS PER CHAPTER 7 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 HEADI=R 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" I HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUVONS G., ATTACHED TO POST WITH IVIIN. (3) #10. x 1-/2" S.".".S. !N SCREW BOSSES 1" x 2'0 PEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR Q 5" FROM EACH POST AND 24" O.C. (MAX.) PMNs REVIEWED CIV OF sio foRD Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) T87A774 FAX: (386) 767-6556 PAGE Q COPYRIGHT2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BEN ETT. P.E. 3 SECTION 3A 14" 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 NON- STRUCTURAL KNEE WALL 1" WIDE:(0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1) 1/11" 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" 4" MIN. (2) #5 BAR CONT. 2'-0" MIN. 3-1/2" (TYP. (1) #5 BAR CONT. BEFORE SLOPE 60 ALL SLABS) —; g e 8„ TYPE I TYPE 11. L -AT SLOP / NO FOOTING MODERATE SLOPE FOOTING "/12" 2" / 12" - V-10„ 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. Nc 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 crock control fiber mesh: F_ ibermesh ® Mesh In ForceTm e37m (Formerly Fibermesh MD) per maufacturer's 5pacification 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 isr d use a Type II footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4" TYPE III STEEP SLOPE FOOTING > 1'-10" Lawrence E. Bennett, P.E. FL # 16644 �NS REV►EWE CIVIL ENGINEER- DEVELOPMENT CONSULTANT Q �� SAH P.O. BOX 214368, SOUTH DAYTONA. FL 32121 ♦� !� TELEPHONE: (386) 767.4774 FAX: (386) 7676566 PAGE ® COPYRIGHT 2004 .3A-%:18 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 3A T 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 3'-0" 3'-6" Tributary Load Width 'W' = Purlin Spacing 4'-0" 1 4'-6" 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" Allowable Height 'H'/ bending'b' or deflection'd' Sections 3'-0" 1 3'-6" Tributary Load Width 'W' = Purlin Spacing 4'-0"1 4'-6" 1 5'-0" 1 5'-11" 1 6'-0" 1 6'-6"1 Allowable Height 'H'i bending'b' or deflection'd' 7'-0" 1 7'-6" 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b T-8" b TA" b 6'-11" b 6'-B" b 1 6'-5" b 6'-2" b 5'-11" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-8" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b T-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 T-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 1 10'4" b 10'-3" b 2" x 4" x 0.046" S.M.B. 19'-1" b 17'-8" b 16'-6" b 1 15'-7" b 1 14'-9" 111 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 1 19'-3" b I 18'-3" b 17'-5" bi 16-8" bl 16'-0" b 1 15'-5" b 14'-11" b ' x 0.044" Snap 11'-3" b 10'-5" bi 9'-9" b 9'-2" b 8'-8" b 8'-3" b7'-11" b 7'-7" b 7'-0" b 7'-1" 'x 0.045" Snap14'-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" 'x 0.045" Snap 17'-7" b 1 16'-3" b 1 15'-3" b 1 14'-4" b I 13'-7" b 12'-11" b 1 12'-5" b 111'-11" b 1 1'1'-6" b 11'-1' tee.-^nrl winrl mint at 97n MPH vplacity- usina design load of 13 #/SF Sections 3'-0" 3'-6" Tributary Load Width 'W' = Purlin Spacing 4'-0" 1 4'-6" 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" Allowable Height 'H'/ bending'b' or deflection'd' 7'-0" T 7'-6" 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 1 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 5'-5" b E'-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'-1"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'-1n" h 2" x 3" x 0.045" Hollow 12'-10" b 11'-11' b 11'-2" b 10'-6" b V-1.1" b 9'-1" b 8'-9" b C'-5"-- b G --Z- b 2" 0 14'-11" b 13'-10" b 12'-11" b 12'-2" b* 11'. b 11' 10-7" b 10'-2" b 9'-9" b a-ab " x 0.046" S.M.B. 17'-6" b 16'-3" b 15'-2" b 14'4" b ' 13'- b 12'-11" b 2'-5" b 11'-11" b 11'-0" b 11'-1" b 2" x 5" x 0.050" S 21'-8" b 20'-1" b 18'-9" b 17'-9" b 16'-10" b'- " - 164" b 14'-9" b 14'-2" b 13'-9" b 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'-B" b 15'-2" b 2" x 2" x 0.044" Snap 10'A" 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" bi 10'-3" bi 9'-9" b 9'4" b 8'-11" b 8'-8" b 8'4" b 2" x 4" x 0.045" . Snap 1 16'-2" b 1 14'-11" b 14'-0" b 1 13'-2" b 1 12'-6" b 1 11'-11" bj 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 interpolated. Lawrence E. Bennett, P.E. FL # 16644 TWO- Spn`" CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (388) 787.6556 ' PAGE ® COPYRIGHT"" 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BEYNETT, P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING FASCIA ROOF PANEL TO -FASCIA DETAIL EXISTING HOST STRUCTURE SCALE: 3" = 1'-0.1- ". WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. SPACED OTHER CONSTRUCTION .@ 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. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ W. 12" O.C. ROOF PANEL, R60F PANEL TO WALL DETAIL \ SCALE: 3".= V-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SU!;FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN B 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: 1100-1231 130 1 140 1 150 #8 1 #10 1 #12 1 #12 Lawrence E. Bennett, P.E. FL # 16644PCNs REV1t-0 ARD CIVIL ENGINEER - DEVELOPMENT CONSULTANT pu 0� SpHi� P.O. BOX 214304, SOUTH DAYTONA, FL 32121 TELEPHONE. (386) 707-4774 FAX: (386) 767 -GSW PAGE ® A COPYRIOHT2004 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. #8 x 1/2" S.M.S. SPACED EXISTING TRUSS OR RAFTER - @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS #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 Q a SCREW SPACED @ 12" O.C. �'. ..._• "' �-= ROOF PANEL EXISTING FASCIA ROOF PANEL TO -FASCIA DETAIL EXISTING HOST STRUCTURE SCALE: 3" = 1'-0.1- ". WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. SPACED OTHER CONSTRUCTION .@ 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. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ W. 12" O.C. ROOF PANEL, R60F PANEL TO WALL DETAIL \ SCALE: 3".= V-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SU!;FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN B 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: 1100-1231 130 1 140 1 150 #8 1 #10 1 #12 1 #12 Lawrence E. Bennett, P.E. FL # 16644PCNs REV1t-0 ARD CIVIL ENGINEER - DEVELOPMENT CONSULTANT pu 0� SpHi� P.O. BOX 214304, SOUTH DAYTONA, FL 32121 TELEPHONE. (386) 707-4774 FAX: (386) 767 -GSW PAGE ® A COPYRIOHT2004 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. • SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.4.1 Structall Building Systems Inc. Snap & Lock ® Composite Roof Panels Allowable Spans for Composite Roof Panels @ various Loads .Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# Density Manufacturers Proprietary Products: 3" x 48" x 0.024" Roof Panel Open Structures Screen Rooms Glass & Modular Rooms Overhang 1 Wind Mono -Sloped Roof &Attached Covers Enclosed Cantilever Region 1&2 3 4 182 3 4 1&2 3 4 All anwn span svan Roofs iL 3" x 46" x 0.030" Rooi Panel Screen Rooms Glass &Modular Rooms Overhang / Open Structures Mono -Sloped Roof & Attached Covers Enclosed Cantilever Wind . 3 4 1 &an 4 All Region 182 span span span pan =1&aj�4 spaspan Roofs �m meal4 9d'-11" 27'-11" 27'-0" 23'-15'-9" 16' 25'-7" 1 24'-9" 11'-2" 1 13'-2" 15'-6" 1 4'-0" I4" x 48" x 0.024" Roof Panel Screen Rooms Glass & Modular f?coms _Oved,:,�i r I Open Structures Mono -Sloped Roof & Attached Covers Enclosed Can ever Wind 1&2 3 4 %2 3 4 Region 1&2 3 span span .4 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" 181-0" 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" 3'-5" 14'-11" 14'-6" 4'-0" 130 MPH 19'-9" 22'-1" 21'x" 17'-5" 19'-6" q4'-71 2'-8" 14'-2" 13'-8" 4'-0" 140 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 1'-3" 13'-3" 12'-9" 4'-0" 150 MPH JT -6- 15'-1" 14'-7"13'-6" 15'-1" 0'-5" 12'-4" 11'x" 4'-0" 4" Ic 48" x 0.030" Roof Panel Screen Rooms Glass &ModulaWRooms Overhang Open Structures MonoSloped Roof &Attached Covers EncloseCanitAlii vel Wind 3 4 1&2 3 4 1&2 3span Region 1&2 span span span span span span span Roofs 100 MPH 27'-11" 31'-4" 30'-3" 26'-W 29'-10" 28'-10" 20'-10" 23'-4" 4'-0" 31'-4" 30'-3" 24'-7" 27-5_ 26'-6 19'Q" 2.1.7' 4 o, 110 MPH 27'-11" 15'-4" e rnam width + NTRU, Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT 35D BURBANK ROAD, P.0.BOX 214368,SOUTH DAYTONA,FL32121 OL,D9MAR, FLORIDA 34677 TELEPHONE: (386) 767.4774 NATIONWIDE 1 -BOD -229-5257 FAX: (386)767-6558 LOCAL B13-655-2627 FAX B 1 3-855-B 1 2B PAGE ® COPYRIGHT 2004 NOT TO BE AEPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENC=BENNErr, .E. 7-49 PlAt4S REVIEWS Cl -V OF SAHFORp FASTENERS1 SECTION 9 I 1 DRIVE NAIL SP W/NEOPRENE WASHER 1 OPTIONAL METAL FASTENERS WASHER SCALE: N.T.S. NOTES: ALTERNATIVE FASTENERSMAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING`LQAD VALUES SPECIFIED BY T '� MANUFACTURER; AND SHALL BE APPROVED BY THE BUILDING OFPIGIAL ` Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 7674774 FAX: (388) 767$556 PAGE ® COPYRIGHT XR04 .� NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. PLANZI CITY OF �jpn"'•.lW CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL:. HEX HEAD MACHINE SCREWS TEK SCREW LAG SCREW BOLT W/NEOPRENE WASHER 1 OPTIONAL METAL FASTENERS WASHER SCALE: N.T.S. NOTES: ALTERNATIVE FASTENERSMAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING`LQAD VALUES SPECIFIED BY T '� MANUFACTURER; AND SHALL BE APPROVED BY THE BUILDING OFPIGIAL ` Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 7674774 FAX: (388) 767$556 PAGE ® COPYRIGHT XR04 .� NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. PLANZI CITY OF �jpn"'•.lW