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HomeMy WebLinkAbout109 Wildwood Drr 3-g 01 f` 4 CITY OF SANFORD PERMIT APPLPCATIOIN n Permit# -- ((1%— ►`4-'-7{—T P� \/p Date: Marchi Job Address: 109 V V( I(i 1 wo d D (V b Description of Work: i nS+Q.t 1 screen enclo urs Historic District: Zoning: Value of Work: $ I:�LJCi • G� Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets. Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 10 - �RQ 3D ' 5oa ' • Do 50 (Attach Proof of Qwnership & Legal Description) Owners Name & Address: �y v CC!! Ad. F7--, Jr.2 -7 -73_ Phone: Contractor Name & Address: t—(1 .V��7 A L .1 nNi Yl i i Wl �Pi1 n I t c4c— I r) 1 1 F,d T �41 State License�I�/ i NUMbeerr: Phone & Fax: 0 � �� ot�1 oZ VpJO Contact Person: l�/ ar+ vel V Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer. Phone: Address: Fax: i Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this prope at may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water managKnenydistricts, state agencies, or federal agencies. Acceptance of�ermit is verification tha�wffl, tify the owner of the pr'ope of the requi Sjbnature of owner/Abcntate 5 APPLICATION APPROVED BY: Bldg: Special Conditions: 6y Commission DOI91455 zpires J 06, 2007 A �f rid ' n w, FS 713. ;:��� of Contractor/Aee 4sateo :ract - � r ZR6 ���l.�t /"�. �10 of Notary -State of Florida Date N Marlet%rR Mosley MY Commission DOI91456 Contjactor/Agent is m P on .tcl � w Ejrgg July 08 2007 _ Produced ID 11 1 Zoning: utilm.: (Initial & Date) FD: (Initial & Date) (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www. scpafl.org/web/re_web. seminole_county_title?parcel=10203050200000050&c... 2/21/2007 11' DAVID JOHNSON, CFA, ASA O PROPERTY APPRAISER SEMINOLE COUNTY FL 1101E. FIRST ST SAHFORO. FL 32771-1466 8 407 -665-7 C W :i 'r K 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10-20-30-502-0000-0050 Number of Buildings: 1 Owner: THOMAS CONSTANCE A Depreciated Bldg Value: $122,077 Mailing Address: 109 WILDWOOD DR Depreciated EXFT Value: $200 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $26,600 Property Address: 109 WILDWOOD DR SANFORD 32773 Land Value Ag: $0 Subdivision Name: RAMBLEWOOD Just/Market Value: $148,877 Tax District: S1-SANFORD Assessed Value (SOH): $77,037 Exemptions: 00 -HOMESTEAD (1998) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $52,037 Tax Estimator 2006 VALUE SUMMARY SALES Tax Value(without SOH): $2,273 Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $987 WARRANTY DEED 06/1980 01285 0272 $51,300 Improved Yes Save Our Homes (SOH) Savings: $1,286 QUIT CLAIM DEED 08/1979 01239 1496 $100 Vacant No 2006 Taxable Value: $50,158 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit LandFronta a Depth PLATS: Pick... Units Price Value LOT 0 0 1.000 26,600.00 $26,600 LEG LOT 5 RAMBLEWOOD PB 23 PGS 7 & 8 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE FAMILY 1980 6 1,294 1,748 1,294 BLOOCK $122,077 $137,165 Appendage / Sgft OPEN PORCH FINISHED/ 20 Appendage / Sgft GARAGE FINISHED / 434 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New WOOD DECK 1980 100 $200 $500 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "` If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. scpafl.org/web/re_web. seminole_county_title?parcel=10203050200000050&c... 2/21/2007 1119'7 LM=D POWER OF ATTORNEY Date: MWC 1 Ltpq I hereby name and appoint JAY lY OLA --W U , ,,ofSenea �Cis�to be my lawful attomey a r, A in fact to act for me and apply to for a �G�e�� (do permit for work to be rformed cel 10 - a o 30.5o3 - 000O - at a location described as: Section Township Range Lot Block Subdivision Romble a"ood 10ci UN d d W Ood �o-brd 3 (Address of Job) -09 W d ctv\jood Dr (Sale, PC, -3z 773 (Owner of Property and Address) and to sign my name and do all things necessary to this appointment. %—ULLU-aGWi dill I JL%= = its Acknowledged: Sworn to and subscribed before me this Day of LAU, Notary Public, State of Florida (Seal) „finMarlette R MOSIeY \ J My Commission DD191465 �J My Commission Expires: '�,,, w E � rulr 06, 2007 y i 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 C A J 14' Right View - Patio Cover 8' 78" IN 7 I-�`A `���!F(��F'f�M 14' , Right View - Screen Room O 1p0 .09 IN 7 I-�`A `���!F(��F'f�M 14' , Right View - Screen Room O t .09 IN 7 I-�`A `���!F(��F'f�M 14' , Right View - Screen Room INTERIORSCREENIACRYLIC VINYL ROOKS .• OR PANS OR PANES ALUMINUM • • PER SECTION s • ��,, .g�iCARRIER BEAM POST AWL41NUM ROC PER RIDGE BEAM (81 LURE OR LFRAME I WALL DETAIL TYPICAL QMLE SOLID ROOF ENCLOSURE PLANS REVIEWED t 1 O I J EDGE MAM (SEE TABLES -3A.1.1 S 3A.1.2) MAX. w / / mew m1 1 x r -- MIN. 3.1/x°' SLAB ON GRADE V OR RAISED FOOTING (FOR FOOTINGS TYPICAL. SEE ACRYLIC OR VINYL ROOM&&,37.38,39)SEE DETAILS WI SCUD ROOF TYP. FRONT VIEW FRAMING PAGE KJWT OF UPRIGHT IS MEASURED FROM TOP OF 1" x r PLATE TO BOTTOM OF WALL BEAM) 'LW LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION FASCIA ALLOWED SIZE BEAM AND UPRIGHTS P� (S(SEE SECTION 7 FOR DETAILS) (8EE TABLES) � � O.H. �� •. SOLID ROS NO MAXIMUM � (ELEVATION SLAB OR GRADE) P = PROJECTION FROM BL DM VARIX VARIES LW a LOAD WIDTH 'P' VARIES -- NOTES: 1. ANCHOR 1° x r OMEN BACK EXTRUSION W/ 1/4° 0-11W CONCRETE FASTENER MAX OF 24r O.C. AND W/ IN 8° EACH SIDE OF UPRIGHT ANCHOR 1° x 2`70 WOOD WALL W/ #10 x 2 -lir S.M.8. W/ WASHERS OR 010 x :11/i° WASHER HEADED SCREW 7-W O.C.. ANCHOR BEAM AND COLUMN INTSK4MY OR W/ ANCHOR CUPS AND. (2) 08 SCREWS W/ WASHERS 0 EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/Z OR PR + O.H. 3. SELECT WJtEEN ROOM FORTH WALL. BEAM FROM TABLES 3&1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION. - 00 4x21 130 140 1I� U-06 1 #10 #12 1 #12 DRML SCREEN SCALE:3MIr m 1'-0' EDGE BEAM in x r OPEN SACK ATTACHED TO FRONT POSY W! #10 x 14M S.M.S. MAX. Ir FROM EACH END OF POST AND W O.C. FRONT WALL GIRT 18 x r OPEN BACK ATTACHED TO FRONT POST W/ #10 x 14/Y S.M.S. MAX. Ir FROM EACH END OF POST AND 2C O.C. ALTERNATE CONNECTION: '2) #10 x 1--lw 8.M.8. HROIlGH SPLINE GROOVES TIDE WALL HEADER mrACHED T01' x r OPEN LACK WI MIN. (2) #10 x 141r I.M.S. SIDE WALL GIRT ATTACHED T ' x r OPEN BACK W/ MIN. (3) 10 x 1-UY S.M.S. IN SCREW OSSES PAM ® m 4 WrToglNrWW=gjWHMEoRlNRWWn=ffTNgWRf1'm OF E IT.P.B SCREENt ACRYLIC IL VINYL ROOMS COMPOSM ROOF PANEL: (4)114" x 4' LA® BOLTS WI ::• ::. I 144 FENDER WM14 �dB PER �::�::::� •:::•::�:::N.w P THE .�:................ti.....................ONT AND W O.C. ALON ................ .Qin .......... .... ......... rx20OR2"KS"HOLLOW GIRT AND KICK PLATE r x r HOLLOW RAIL POST ATTACHED TO BOTTOM VVI MIN. (3) #10 x IAA S.W.S. IN SCREW BOSSES RISER PANELS ATTACHED M ' CHAPTER 7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-11° S.M.S. IN SCREW BOSSES 27xr,2*xTOR3°xr ' HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 11r S.M.S. IN SCREW BOSSES 1' x r OPEN BACK BOTTOM RAIL 114" x 2-114® MASONRY ANCHOR 0 8° FROM EACH POST AND 24° O.C. (MAX.) PLANS CYTy OF 4^ N' pm ® �.�y ..per.., /.� p. �e�..y.} , -.per a 3A-7 {® q/ IAV. TOM IM VMM 4R� N Rte, �"IIYV, � YNR. G. 1 P� �TY�O SECTION 3A ■■■■■■■■■■■■ c SCREEN, ACRYLIC S VINYL. ROOMS ■■■■■■■■■■■■■■■■ UNIFORM LOAD r 3 SPAN A B C D E 4 SPAN NOTES: 1) Z m Spon Lop d ■ 04mom Lenin Z) A9 sporo Noted in ttw tables sm for squdy epecsd distances between supports or andwr poft. g) Hollow studarm stroll not be epBr■d. 4) 8k& qm bsenra dW a* be eplmd at the *wrier points end soWn *a be denered.- SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. PLANS REVEWED r - U Ri _ b` ACRYLIC ir Y VINYL ? OM Tabh W.9-920 AI h . Ndjo s Exvwlons For 8=wn or vhry9 Room M. mt 920 vd=W, dooigen ked of 1S NSF ((43F for LUL CoMmod For 9 second wm M4 [—I& 2—ftm 1 i ftm 1 400 ME a,' NI i Tl y Not= Mlohclfknwkm. Add fi�twWdMwm*mqxWlmumftdbrml0bM0 mmedon toff sus Wmw for IM barn Wm 2 8pm nmy b0 PLANS - ®-4 VIEWED _ FM 00704M _„ PAM ® E. dlETf. P.B. 3--11 WrTO o qd WHOSE OR RI PARTWITHOUTT WRIRBd ^�� KLJ� tea] EL _l Jy. u ILLi 1'�ii] may' ►[: i- .x r �rCL�qCLAW T WL �.K, . �. r ..�., ► '' �.E3 r<7 [�.�iN .f F�� 7,.Eii1jY7 iii 7 777 ■rte r� � � : vow .�Y r� -jrkU. rf 4Ji-7 Wily_-�•-� �" r� . fir,. r:iE r. - n tAl F .�"i �.�'i�_. � � ■ �L 'l 7 �� i7 i�L�..ril7 � �a:�i..7 �L-jt�j �+' 1, r, � tJa�� �.�: «� r ' C.A•'. EfNIfMRRLKW. vwu~o" ■ • ca wm PQ.q� NP ®eNrsK �� NOII'TOlS r - FASMERS DRIVE NAII. EVANOWN T BOLT BOLT JL CONCRETE AND NABWRY AOR$ SC" N.T.B. NAETAL 'M gCmw LAO SCREW BOLT SCFWM 1110 MWASHM METAE mom- y iMWOR �� S .� �': . _ -- .. ,E _ �-iii �D AiGI FMMMMk LANs EV [. Cg y OF SANFORD FASMERS DRIVE NAII. EVANOWN T BOLT BOLT JL CONCRETE AND NABWRY AOR$ SC" N.T.B. NAETAL 'M gCmw LAO SCREW BOLT SCFWM 1110 MWASHM METAE mom- y iMWOR �� S .� �': . _ -- .. ,E _ �-iii �D AiGI FMMMMk LANs EV [. Cg y OF SANFORD SOLID `ROOF PANEL PRODUCTS INDUSTRY STANDARD ROOF PANELS 12" 1WIDE x VARIOUS HEIGHT RISER ROOF PANEL SCALE: V =1'-0' 120 WIDE x 30 RISER INTERLOCKING ROOF PANEL SCALE: W -m 11-M 12.00' CLEATED ROOF PANEL SECTION 7 SELECT PANEL DEPTH FROM SCALE: 3" m T0 ALUMINUM SKIN TABLES E.P.S. CORE '4 -- {SIDE CONNECTIONS VARY C (DO NOT AFFECT SPANS) i - SCALL, Van 11-0' Lawrence q. Bennett. P.E.. FL # 16644 CMI.EIII wm-=w&Q>i1BSw'CO=LTmr PA SOD<514804SOMOAVM%FL=IM 4 1 ®sou M wHaw oR M FI1R� wmiour Tm wmr m PEi mmm aF Lawrli m a eeia m. P.B. I w►� 74 I E1414i t COT,' SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS #8 x 112" S.M.S. SPAC® —� IS 8- O.C. BOTH SIDES CAULK EXISTING TRUSS OR RAFTER ALL EXOO8ED SCREW HEADS #10 x 144 S.M.S. OR WOOD WOOD SCREW M PER RAFTER OR TRUSS TAIL #10 X 914" S.M.S. OR WOOD SCREW SPACED Q 12- O.C. ;...a s:::titi ..... �; ::::• • : ®-- ROOF PANEL FOR MASONRY USE 114• x 144 MASONRY MCHOR OR EQUAL ® 24' O.C. FOR WOOD USE #10 x 1r112• S.M.S. OR WOOD SCREWS 0 12° O.C. -sLeiA ;14 11 islk'i"Lll 4 1 .�' SCALE: 30 =1'-0" EXISTING FASCIA #8 x 1/Y S.M.S. SPACED C 8' O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS �—. ROOF PANEL WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 1896 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 1-114' WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAWS 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 M. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR 813C SECTION 1808 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 NPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 .1 140 116D 0 Lamnce E. Sennett, P.E. FL # I OW PLANSREVIEWED P.O. BSL aimm i0Y1H 011Y1QY% PL uiZf WY OF SANFORD MOWOM p"7W4 f4 PAS om mm cobwrvTmomwm-mxreR4mw=wwmwoR M PART wffm JT THE murr d PBtL11MM OP LA MMM E BB IEff. P8 t SECTION 7 PAN ROOF ANCHORING DETAILS RIDGE CAP SEALANT ' PAN HEADER (BREAK - FORMED OR EXT.) #8 x 9116° TEK SCREWS 0' HEADERS AND PANELS ON PAN RIBS EACH SIDE - BOTH SIDES OF BEAM FOR CAULK ALL EXPOSED SCREW HEADS & WASHERS #8 x 1/2' S.M.S. (3) PER PAN AND (1)AT PAN RISER ALTERNATE CONNECTION: #8 x 1-1/4° SCREWS (3) PER PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER WHEN FASTENING PANELS OR PANS TO WOOD PLATES SCREWS. SHALL HAVE A MINIMUM EMBEDMENT OF 1" CAULK ALL DOMA SCREW AOR COMPOSITE ROOFS: • #10 x• (t + 1/2' S.M.S. W/ 1-1/400 FENDER WASHERS 0 12.O.C. ,(LENGTH = PANEL THICKNESS + 1' ROOF REARING ELEMENT (SHOWN) AND 24.O.C. 0 NAEARING ELEMENT (SIDE ROOF PANEL TO BEAM DETAIL SCALE: 30 =11-W ...... ..... . .......... GABLED APPLICATION PAN OR COMPOSITE ROOF PANEL #8 x 1/Y S.M.S. (3) PER PAN ALONG PAN BOTTOM FOR PAN ROOFS: (3) EACH #8 x 1/2° LONG S.M.S. PER 1Y PANEL W/3/40 ALUMINUM PAN WASHER ROOF PANEL (PER TABLES SECTION T) SUPPORTING BEAM (PER TABLES) ' Lawmnce E. Benneft, P.E. FL # 16W MTY ..� .�. g . BOX r SANFOR TELEPHOM p" 7874"4 FAM P"7111760W PAOB ®coprRxdHra 7-21 NOT TO N W WHOLE OR IPI PART WRHOV THE WRffM PERIAI8810N OF LAWREIiCE E BFa11O:Tf. PE SOLID ROOF PANEL PRODUCTS MANUFACTURERS PROPRIETARY PRODUCTS .: 48.00° # � .0 # DENSITY E.P.S. FOAM & 3105 SCALE: S' s 1'-0° SECTION 7 ALLOY PLANS REVEWED MTY OF 4 « i , fel R D Zuuu Uwmnce E: Bennett P,.E. FL # 16644 E11�9 AluminumCorpo CM-m'°� comm7 wr nmmPA. BbX 414gW 6o(fi1 DAVn*1A. R. MM 1801 N.W. Of s"d lumpHom PM)7W4rr4 P! L wm) dds. FL 88809 FAX P IN� Tet (04) 40149700 Fac (964) 491-1488 PAGE ® X40°' wane�P oP u►WFMM L MW6ff, P.E7.33 WrroM wV*W0RaM"VMHun� SOLID ROOF PANEL PRODUCTS 7.3.8 Allowable SPans fOr 0.024" P6t0-FA SECTION 7 -- - wl E&LOCK for Various Loads Acetals USA Building Produces L.P. MallufaaWla pnoj 4e: Alum) 108 H44 or H -M -Poem Coro E.P.S. i4 Denel4► 3' x 48' x OA24' Pahl it Modular 11 4' X 46" X 0. ISOM ruea wcrr+ wn Sewn Rooms Ohsi 8 Moduter Ro ms Gbms Wind Roans Overhsnp Roof 8 AftWed Covers Up Roof A08clad cwdbm F.ndossd 182 Cantles Kaplan 3 4 182 `82 Ca 182 3 4 AN 182 3 Dow 182 n a All o own Roob Rads IKEPH 21 �• 23=10' 43' - 22'r 21'-11• W-1• 1T4r 18' 3' 4'-V 26' 2° 28.3' 21-1V�'-11' 24'-11° 24'-1' W r 19' 9" 18 4 14-1 NO 4'-0" 120 MPH 21.11 1Tr 1V4r 1s-10' 170" 13'-11° IWO 4'4" 1 1f>I' 21-10� 21'-1• 24'-1° 1r 11• 18' 3° 1114' 17-r 17-27 441" 1a0 18'4P 21'r 1 1• jr4F 18'41' W4r 12=11 12'46' 441' 140 69PH 12'x• 1 1 �• 12'4' 13' 17.7.117-711'x' 7'43' 10'43° 11'-1' 17.8° 189 OCH 17.4° 1 13W I 12' 3' I 19'-0" 18:9 1 W4r 1 -8° I 18'-1° 14'-T 4' X 46" X 0. ISOM ruea wcrr+ wn Room Ohsi 8 Moduter Ro ms Overhang ! Wind Open abrltdum Sawn Roof 8 AftWed Covers Enclosed cwdbm Wind 182 3 Roof BAsfacihadCovers 3 Enclosed `82 Ca Rsp�n 182 3 4 182 3 4 182 n 4 All o own Roob 100 MPH x'43' 29'-6° s 2r2" 26-1° s3 spn Rooh 1 28'r 26' 2° 28.3' V -r 24'-11° 24'-1' 1T -W 19"x" 18 10' 4'-0' 110 4'-0" 120 MPH 3 2-1' 22'-11° 2° IM -l" 23'2' 1T 16'-8' 120 MPH 22'2• .24.11• 24'-1° 19=1" 21'-4" 20'r 13'41" 16'-4' 14=10" 4'-0' 123 MPH 21'r 29419 29'-3' 18'41' W4r 20'41' 13'43!' 14'-11" 14'43° 16'-11° 130 EMPH 4'-0' 2=1° 21-4 7'43' 10'43° 18=10° 17.8° 14'2' 13'-8' 4'-0" 140 MPH Upr-im 6:1° 14=T 13'2' 18'-1° 14'-T 11'3• 13'2' 12' 0" 4'-0' lag MPH WIN 13'r 16=1' 14-7' 10'-6' 12'x' 11'4' o- x w- x Y.IPffi ROY rmm w .,,r -w Open libu tluw -n. Sin Roane Om8 Modular Ravens Ovalm* 1 Wind Mo 8atwn Roof 8 AftWed Covers Enclosed cwdbm Rpbn 182 3 4 182 3 4 `82 3 4 All 100 MPH 2OL1' 374P 31'-6' 2T43' 30=11. 29-11' 211=8° 2f.T n pan span own Roob 100 MPH x'43' 29'-6° W4r 2r2" 26-1° 27'2° 19-8' 21'-11' 21'X 4'4P 110 MM 20'F 28'43' 28'-0' 23',Z" Za"-10° 2411' 16',2' 20'4' 18'-8` 4'-0" 120 MPH W-2' 2-1' 2T2" 2Vr 24-1' 23'2' 16'-0' 16'-8' 18'4r 123 MPH 24'2' 27r4r 20-1' 20-11° 23'r 27r •1G-1' 18'-1' 1T�8' 4.0' 130 MPH 2-e 24.11• 24'-1' 19'48' 21-11° 21'-3° 14'-4° 16'-11° if -V 4'-0' 140 MPH 1" 17'-0" I Nr 16',8' 17'-0" 18'x° 13'x" 14=11' 14'r 4'-0' 160MPH 1fi'r 1T47' 1W4r 16'2' 1T43' 10=6" 12'4i' 18111' 18'6' 8'X48'X0.a8V K=ratw � Now ohm 8 modular Roans over"/ . opn emmum 8atwn Wind Roof a Aftdwd Cowls Enclosed Replon 182 3 4. 182 3 1 4 alm. 182 am 3 @W 4 apaL R ook 100 MPH 2OL1' 374P 31'-6' 2T43' 30=11. 29-11' 211=8° 2f.T 23F$ " V4r NNNNNNNNN 110 MPH 29+-1° 32'43' 31'r 26'r 2" 2T43' 26'-1° 22'r 21'2" _23W_ 2524-1 1 19=11 1 24 iol29W 21.0' 24','1• Ew tai' -9' WSW 18',7' IV 8'r 8.�+. 1 1 18',7° 1441 17=4' 16=11 , n a 4'_. 11 NoEee TOItl I� � wwel � swan ®.YY. T wN �..�. - �� ._� _ r F.a+ .. - u.. •...,... ..; .. _ _ - TM Lawrence E. Bennett, P.E. FL # 16644 Building Products L.P. PA. 800( 214808, 9OM WIY1%M FL82121 7815 Aeerlcan May, Grweland. FL 34736 TELES (x"787.4774 ICL: (352) 787-7766 x202 FAX: (352) 429-202 FAX (MM T87 -MM TOLL FREE: 1-800-342-9077 bk&ufWenra1wm1susa.co® PAOE ® coPYlu01rr9004 %• OF LAWR6if2: E NOT TO BE R IN WHOLE OR R PART WITHOVr THE WRITTEN PERMOi61071 , P E " ftm0g"am "ago Deslan Check List for Screen i Vinyl Room (Page I of 2 1. Design Statement: These plans have been designed in accordance with the Aluminum Structures Design Manual by Lawrence E. Bennett and are In compliance with the 2004 Florida Building Code Edition with 2006 Suppe vents, Chapter 20, A6M35 and The 2000 Aluminum Design Manual Part 1-A & IaA; E 'B' 61'_ or'C'_ or'D'Importance Factor 0.67 for 100 MPH and 0.77 for 110 MPH and hig r,120"` MPH or MPH for 3 second wind gust velocity bad; Basic Wind Pressure : Design P s for Screen / Vicryl Rooms can be found on page 3A41: a. V exposure = PSF for Roofs & PSF for Walls b.'C' exposure = PSF for Roofs & PSF for Walls Negative I.P.C. 0.18 For'C' exposure design loads, multiply IBI exposure bads by factors in tables. 2. Host Structure Adequacy Statement. 1 have inspected and verify that the host structure is in good repair and attachments made to the structure will be solid. di9_4+r / Autholzed 'Name a print) a te: 3/0-0 Contractor / Auth Rep* Signature c i�9 �; Job Name &-Address Note: Projection of room from host structure shall not exceed 16'. 3. Building Permit Application Package contains the btiowing: Yes/ No A. Project name & address on plans ....................................... — B. Site plan or survey with enclosure location......................................� — C. Contractor's / Designer's name, address, phone number, & signature on pians .... — — D. Proposed project layout drawing @ I V or 1/10* scale with the following: 1. Pian view with host structure area of attachment, enclosure length, and ........ — — projection from hat stricture 2. Front and side elevation views with all dimensions & heights .................. . _ 3. Beam span, s3pagng, & size ................................................ — — (Select beam size from appropriate 3A.1 series tables) 4. Upright height, spacing, & size .............................................. (Select uprights from appropriate 3A.2 sodas tables) (Chock Table 3A.3 for minimum upright size) v S. Chair rail or girls size, length, & spacing ..................................... _ (Select chair rails from appropriate 3A.2 series tables) 6.. Xnee brads length, location, & size ...................................... . _ — (Check Table 3A.3 for knee brace size) 4: Highlight details from Aluminum Structures Design Manual: Yes No A. Beam & pudin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate ...... ✓ — Section 3 tables used: Beam allowable span conversions from 120 MPH wind zons,'B' Exposure to MPH wind zone and/or V Exposure for bad width__._ Look up span on 120 MPH table and apply the following formula: Required / Height Span S@ 120 MPH 0 MPH (b or d) x (b or d) x (b or d) = Wind Zone Multiplier ** _—I L_ Exposure Multiplier" * Must have attended Engineer's Continuing Education Gass within the past two Yum - Appropriate multoor from Page 3A41 and Page b-15. b-7 Design Check List for Screen [Vinyl Room Page 2 of 2 ,. ✓/ B. Upright tables w/ sizes, thickness, spacing, & heights ........................... — — (Tables 3A.2.1, W-2, or 3A.2.3) Upright or wall member allowable height / span conversions from 120 MPH wind zone, V Exposure to MPH wind zone and/or V Exposure for load width Look up span on 120 MPH table and apply the following formula: la: Span / Height �-- Required Span - C 120 MPH @ MPH (b or d) x (b or d) x (b or d) = W 4 Wind Zone Multiplier I � l_ Exposure Multiplier*' * Appropriate muiNplierfrom page 3A4 and Page b-15. b-8 Y"- No C. Table 3A.3 with beam & upright combination 9 applicable ........................ D. Connection details to be used such as: ✓ 1.. Beam to upright........................................................... ✓ — 2. Beam to wap.............................................................. — 3. Beam to beam............................................................. — 4. Chair rail, purlins, & knee braces tD beams & uprights ........................ 5. Extruded gutter connection ................................................. / ✓ 6. U-cgp, angles and/or sole plate to deck ....................................... r E. Foundation detail type & size ..................................... ....... ... — — Notes: * Appropriate muiNplierfrom page 3A4 and Page b-15. b-8 ,� .�;..��� •� � ��� ter,„ y t>• I� ,� .�;..��� •� � ��� ter,„ y t>• eta „ KI _ S r 'H„ p.AL r -",.' ,, ,. ,,-; �'. �-�. t '#'moi ex s I'• .� °4 - � oa I:.s. .mss .'amu - 777 TV 4 .I 77 Mill -"- 1.01TV, LETT UNDARY S EYE' LEGAL DESCRIPTION: LOT 5, RAMBLEWOOD AS RECORDED IN PLAT BOOK 23, PAGE(S) 7-8, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. O REC. 4 Pr,Q REB 114.LOT 4 • J� . �, ' �.' �� •, i'� pip �� \�� �s may`' ly� • Gelt�Ql \��� s. ox fr �.0 `� y `'9 �• �� j ro Ir + REC.5 Rdc `� �� �• ��` ` PLS 4200 �` r G�� \ `4 C6Y ` ti cQ. a5 a , .� o•01 REaAR LOT 6 `.\ 1v 10 .01 77 NOT PLATTED REC.5 R&C " PLS 4200 .. FND 14 REBAR 0.4, WESTERLY ' at :- t ...+ F-�_ -Colcutatad gC+ntcrt4,J ?� -Pdnl o/ Qn•tu.. Com,sts Blockr/ ItJn.etlo+GRAPHIC SCAL -COACMl 1lonum4nt,. <. - ; _i_, - Co emte P.t].L - Pdntn- DoJdtP r_..-._. PP - Powr Pole U,i/ 10! inn r 14.n4 ebb r i Z nU=J SECTION 3A 114' 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 x MOW THICK STRAP EACH POST FROM POST TO FOOTING W1(2) 910 x 314' S.M.S. STRAP TO POST AND (1)114' x 1-14" TAPCON TO SLAB OR FOOTING LU—SLhLL ALUMINUM SCREEN, ACRYLIC & VINYL ROOM$ t'HUL tali rel ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWAL.L TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4- (NOMINAL) PATIO CONCRETE SIA13 (SEF NOTES CONCERNING FIBER MESH) (1) fib 0 BARS W13" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WAILS SCALE: 314!=1'-V 4' MIN. (2) #5 BAR CONT. -W MIN, +. - BEFORE SLE ALL SLABS) 110 1 roME (1) #5 BAR CONT. WNIL r4j��� TYPE ! TYPE FLAT SLOPE 1 NO FOOTING MODERATE SLOPE FOOTING 0-2.117 TYPE Of STEEP SLOPE FOOTING > 1'-10' Notes: 1. The foundations shown are based on a minimum soil bearing pressure of 1,600 psf. Bearing capacity of soil shall be verified, prior to placing the stab, by field soil test or a soil testing tab. 2. The slab 1 foundation shall be cleared of debris, roots, and comparted prior to placement of concrete, 3. No footing other than 3-112' (4' nominal) slab is required excopt when addressing erosion ung the projection from the host structure of the Carport or patio cover exceeds 201-W, Then a minimum of a Type R footing Is required. All slabs shall be 3-112' (4' nominal) thick. 4. Monolithic slabs and footings shall be minimum 2.500 psi concrete with 8 x 6 -10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh rs Mesh, InForce7w e3Tm (Formerly Fibermesh MD) per maufac refs specificafion may be used in lieu of wire mesh.. 5. If local building codes require a minimum footing use Type It footing or footing section required by bcsl code. Loral code governs. (Sea additional detell for structures boated in Orange County, FL) 0. If a carrier beam or fourth wall frame Is required use a Type II footitg minirrfum. SLAB -FOOTING DETA" SCALE: 314' m 110 � Lawrence E. Sennett, P.E. FL # 16644 QtYIL&1�@�R_CE1t8LOPWENTG+�S�k.TAtitP �"� P.0. BOX 214M& 80M DAYTONA. M &M sT.r: �i�/V s� �''�' TDVIHONfl: (3961707-4TT4 FARC {388) T678898 /� f/�1 �I'�liJ ., PAGE +0 COPYRWff a $ 3A-38 Nor TO DE REPRO WOED IN WHOLE oR IN aART wmHarr TW wRt M P13G4%M of LAW1Vrfi M BW4ffr. PA - ED SENA ALUMINUM SPEC" ATTACHED & FREE-STANDING COVERS AND'UTILITY SHEDS FOURTH WALL FRAME (IF REQUIRED) BEAM SELECT OV FROM BEAM SPAN TABLES FOR ATTACHED COVERS USE 'Ai' = W/2 + O.H. EXISTING HOST STRUCTURE 3' RECEIVING CHANNEL ANCHORS W/ (3) EACH #8 S. M. S. Q Jr 0. C. (SEE ROOF CONNECTION DETAILS SECTION 7) DO NOT BLOCK FIRE EXIT WINDOW \y/1 3• e O/A -9M VARIES O.H. SINGLE CARPORT - PLAN VIEW SCALE: 3/18' =1'-0' SECTION 2 Y x . 3 BEAM OR PURLINS SELECT'L' FROM BEAM SPAN TABLES FOR ATTACHED COVERS USE 'At = W/2 + O.H. ALTERNATE BEAM LOCATIONS 20 x 7 MIN. (SEE TABLE 22-1 AND / OR TABLE 2.22) ROOF PANELS (SEE TABLES SECTION 7) FOURTH WALL FRAME *A1 POST TO BEAM (SELECT FROM (IF REQUIRED) YTABLE 2.3) EXISTING HOST STRUCTUREA2POST SIZE AND SPACING = W/2+O.H �—.— (SEE TABLE 22.1 AND / OR T2.22) PROJECTION �A SEE FOOTING DETAILS VARIES PAGES 2-22 & 223 SINGLE CARPORT - ELEVATION VIEW SCALE: 3116' =1'-0" ANS mmEWED �o n % Q / H •^'�aS Lawrence E. Bennett. P.E. FL # 16644 X09 GV%14(Wsol 121. P.0. SOK 274MSOMDAY ON&FLUM p"W4 r4 MX WO 7=/4880 PAM ® corm" 2-3 HOT To w fwiwcu= w WHOLE OR tN PART W� THE WRITTEN PQM OF L/WYREW E . PE rn ammsapow i6 s a ma sm if AI 04 U 0of I I ;j e O/A -9M VARIES O.H. SINGLE CARPORT - PLAN VIEW SCALE: 3/18' =1'-0' SECTION 2 Y x . 3 BEAM OR PURLINS SELECT'L' FROM BEAM SPAN TABLES FOR ATTACHED COVERS USE 'At = W/2 + O.H. ALTERNATE BEAM LOCATIONS 20 x 7 MIN. (SEE TABLE 22-1 AND / OR TABLE 2.22) ROOF PANELS (SEE TABLES SECTION 7) FOURTH WALL FRAME *A1 POST TO BEAM (SELECT FROM (IF REQUIRED) YTABLE 2.3) EXISTING HOST STRUCTUREA2POST SIZE AND SPACING = W/2+O.H �—.— (SEE TABLE 22.1 AND / OR T2.22) PROJECTION �A SEE FOOTING DETAILS VARIES PAGES 2-22 & 223 SINGLE CARPORT - ELEVATION VIEW SCALE: 3116' =1'-0" ANS mmEWED �o n % Q / H •^'�aS Lawrence E. Bennett. P.E. FL # 16644 X09 GV%14(Wsol 121. P.0. SOK 274MSOMDAY ON&FLUM p"W4 r4 MX WO 7=/4880 PAM ® corm" 2-3 HOT To w fwiwcu= w WHOLE OR tN PART W� THE WRITTEN PQM OF L/WYREW E . PE rn ammsapow i6 s a ma sm if AI 04 U 0of ATTACHED 8 -FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 BEAMS MAY BE ANGLED FOR GABLED FRAME COLUMN NOTCHED TO SUIT ------------.- w ROOF PANEL (SEE SECTION 7) ' ANCHOR PER DETAIL FOR PAN ~— OR COMPOSITE PANEL FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2.3) BEAM AND POST SIZES (SEE TABLES SECTION 2) SIDE NOTCH POST TO BEAM CONNECTION SCALE: 3' = l'-0' BEAMS MAY BE ANGLED FOR — — — — — — — — — — — GABLED FRAME w ROOF PANEL (SEE SECTION 7) 1 -NIP x1.3/4'xo.Ofiri" — =6 --- RECEIVING CHANNEL CHANNEL THRU T ® - �— ANCHOR PER DETAIL FOR PAN BOLTED TO POST W/ THRU OR COMPOSITE PANEL.: BOLTS FOR SIDE BEAM (SEE TABLE 2.3 FOR UMBER FOR NUMBER OF BOLTS AND F ® _ SIZE OF POST (SEE TABLE 23) " BEAM AND POST SIZES (SEE TABLES SECTION 2) COLUMN NOTCHED TO SUIT SCALE: 3' =1'-0' LA EV Q EI Lawrence E. Bennett, P.E. FL # 16644 TBEAX, 0 t�re►4n4 cgy FAX: (8� 76f�f6 PA01 ® m" NOT TO BB R�DtJC® IN WHOLE OR 91 PART WnMW THE WMrf W PSN OF MWFWM E. BENNEff. Pa �• En M',1P7 A ! 141 MN IS OR • wwg.Abs i • ammm ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS I SECTION 2 t ALUMINUM/STEEL COLUMN ' 'U' CHANNEL (SEE SECTION 9 ANCHORS (SEE SECTION 9) CONNECTIONS) FOR a °. e • CONCRETE ANCHORS NCRETE SLAB OR FOOTING (SEE SECTION 9) a POST TO CONCRETE CONNECTION - INTERNAL OR EXTERNAL RECEIVING CHANNEL - SCALE: 3" = V-0" V jALUMINUM / STEEL COLUMN 2"x 2" WITH WALL THICKNESS ANCHORS (SEE SECTION 9) EQUAL TO OR GREATER THAN t COLUMN WALL r7 CONCRETE SLAB OR FOOTING a ° CONCRETE ANCHORS e (SEE SECTION 9) POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL ANGLE CLIPS SCALE: 3"= V-0" ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAL BRACING FOR FREE-STANDING COVERS CORROSION RESISTIVE STEEL THRU BOLT PER SCHEDULE CONCRETE SLAB OR FOOTING a . ALUMINUM / STEEL COLUMN d INTERNAL EXTRUDED ALUMINUM BASE OR BREAK FORMED U -CLIP WITH WALL EQUAL TO OR GREATER THAN POST WALL CONCRETE ANCHORS (SEE SECTION 9) POST TO CONCRETE CONNECTION E COLUMN EASE SCHEMATIC INT Lawrence E. Bennett, P.E. FL # 16644 PLANS REVIEWED CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 M F � � TELEPHONE: (386)767-4774 FAX: (388) 787556 PAGE © COPYRIGHT 2004I I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT• P.E. 2'2 1 gECT10N 2 ATTACHED 8 FREESTANDING COVERS AND UTILITY SHEDS UNIFORM LOAD t a �-- A B SINGLE SPAN CANTILEVER UNIFORM LOAD 2 SPAN UNIFORM LOAD t 1 OR SINGLE SPAN: UNIFORM LOAD UNIFORM LOAD 3 SPAN A B C D t 4 SPAN NOTES: 1) 1 = span Length a a Overhang Length 2) AA opens listed In the tables are for equally spaceld distances between supports or anchor points. 8) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. SPAN EXAMPLES FOR SECTION 2 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 PLANS � � ��� �� J � cne. - ooasurax+vr [� 2 P.O. BOX X'11898.80trrH DAMN& R 82181 C j -r A O F �" F 7�1101� � 78f.47f4 �+ ORD sm pm "was men 2,26 NOT TO BE IN WHOLE OR IN PARrwnHOUT THE WRff EN PERMgSSION OF LAWRENCEE. BEiANBTr, P E Fn C6'fl1C7 et I MIMI su ODMAr I&V ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 Table 2.1.1 A-120 Allowable Roof Beam Spans for Freestanding Carports or Patio covers with Mono -Sloped' Roofs t at 120 MPH velocity: '--- of 11 #/SF (43 #ISF for Max. Cantilever) m Allo 6063 T 0.045" Hollow 2" x 3" x 0.050" H I Tilt Max. sive L'/ bending W or deflection'd an N bendin W or deflection'd ft. Span 3 Span 4 Span Cantilever is Wim- IN 1&2 Span 3 Span Max. 4 Span Cantilever 8'-1" d 9'-11" d 10'-2" d 11-6" d 4 7'-11" d 9'-9" d 9'-11" d 1'-6" d T-0" d 9'-3` d 9'-5" d 1'-5" d 5 T-4" d 8 d —07—b - 8'-8' d 8'-8" b 1'-4" d -7` 1'-41 d 7 6'�" 8'3" d 8'-1" b 11-3" d - 7- 8'-1" b 7'-10" b 1'-3" d - '�• 7'-9` b T-0" b 1'-2" d 7'-7" b 7'-4" b 1'-2' d d 7'" b 7'-1' b 1'-2" d 9 6- -4 9 6'-1' d 7'-2" b 6'-11' b 1'-2' d 10 5'-11 ° d 6'-11 —'b 6'-9" b 1'-1" d 10 5-10" d 6'-10" b 6'-7" b 1'-1" d 11 5'-9" d . 6'$" b 6'-5" b 1'-1" d 11 5'-6" d 61-W b 6'-3" b 1'-1' d 12 5'-T d 6'-4' b 6'-2" b 1'-1" d 12 5',6" d W-2" b 5'-11" b 1'-W d 2" x 4" x 0.045" Hollow Tilt 2" x 4" x 0.044" x 0.100" Self Magna Beam 'c Load Max. Span V1 bendln 'b' or deflectlon'd Load Max. S an'L'1 bending V or deflection Width (ft.) 1&2 Span 3 Span 4 Span Cantilever Width (ft') 18.2 Span 3 Span 4 Span Cantilever 4 10'-0" d 1214° d 12'-7" d 1'-11" d 4 111-8" d 1 14'-5" d -r377—d 14'-8" d 2'-2" d 5 9'-4" d 11'-6' d 11'-5" b 1'-9' d 5 10'-10" d 137-8" d 2'-0" d 8'-9° d 10'-9" b 10'-5" b 11-8' d 6 10'-2° d 12'-7" d 12'-10° d 1'-1.1" d 7 8'4" d 9'-11" b 91-8" b 1'-7" d 7 9'-8° d 11'-11" d 12'-1" b 1'-10" d 7'-11" d 9'" b 9'-0" b 11-6" d 8 -4 8 9'-3" d 11'-5" d 11'-3" b 1'-9" d 9 7'-B" d 8'-10" b -77—b 1'-5" d R106 9 8'-11" d 10'-11" d 10'-8" b 11-8" d 7'-0" d --774"--b- 8'-1' b 1'-0" d 10 8'-7" d 10'-6° b 10'-1" b 1'-7" d 11 7'-1' b 7'-11' b 7'-8' b 1'-4" d –Ti— 81-4" d 1 9'-11" b 1 9'-7° b 1'-7" d 12 1 6'-10' b I 7'-B" b 74" b V-4" d 12 B'-1- d 1 9'-6° b 1 9'-3' b 1'-6' d 2" x 5" x 0.050" x 0.100" Self Mating Beam 2" x 6" x 0.050" x 0.120" Self Mating Beam Load Max. Sp VI(bending V or deflection' Load Max. Sp an'L9 bending 'b' or deflection' Width (ft.) 1&2 Span 3 Span 4 Span Canntllever Width (ft.) 1&2 Span 3 Span Max. 4 Span Cantilever. 4 u -s" d 1T-10" d 18'-2" d 2'-9" d 4 1&A 1° d 20'-11" d 21'-4" d T-2• d i 5 13'-5" d 16'-T d 16'-11" d 2'-6" d 5 151-W d 19'-5` d 19-9" d T-11' d 6 12'-7" d 15'-7" d 15'-11' d 2'-4" d 6 14'-9" d 18'-3" d 18'-7' d 2'-9' d 7 11'-11" d 14'-10" d 14'-11" b 2'-3" d 7 14'-0" d 17'-4" d 17'-3" b 2'-8" d 8 11'-0' d 14'-2" d 13'-11" b 2'-2" d 8 13'-5" d 16'-7" d 1W-2" b 2'-6 d 9 11'-0°d 13'-7" b •13'-2" b 2'-1" d 9 12'-11" d 15'-9" b 16-3" b 2'-5" d -0 10 101-8" d 12-11' b 121-W b 2'4' d 10 17-6` d 14'-11" b 14'-0' b 2'-4" d 11 101-4° d 7T--F—b 11'-11" b 1'-11'- d 11 12'-1" d 14'-3" b 13'-9° b 2'-0° d 12 10'-0• d 11'-9" b 11'-5" b I 1'-11" d 12 11'-9" d 13'-8" b 13'-2" b 2'-2" d ' Mono -sloped roots Include gables where the slope of the roof is less than 1" In 12". ' 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. ILA S REVIEWED Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTON& FL 92121 TELEPHONE (386) 7674714 FAX: (386) 787416 PAGE ® COPYRIGHT 2004 PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E 2"2 NOT TO BE REPRODUCED IN WHOLE OR IN Pew Nt•s or -9 1 9 t H 2f919 11 A NPA M A 110,1111 ATTACHED SHEDS UTILITY Table 2.2.2 Allawable Attributable Root Area per Poet for Carports, s—,_ s�wm and nehar ®nen seildirms - ALUMINUM POM Find Roof Area Pleaded; Area ■'A': Post 8paft ='8': Structure Projection ■ W: A = 8 x (W2 + O.H.): If W = 20'. W m 24', and O.H. m 2' then: 'Arad = 280 8q. Ft. 8. For a 151(° post end 120 m.p.h. wind bad of 14 014 FL poet dwkm ere: 1.3° x r x 0.125' Hollow Extruft 2. AN post WM66 edgd below the 3' x 3° x 0125' Hollow Sedon b. K job oondNbm d ctlbe a poet W90t of 20-r for s 280 4 Ft. and 120 MPH wind mft lien a 3° x r X 0.125' a mot area of 218 Sq. Ft. HolOcw Elctruebn ten NOT be used slots R t�h only support ,1fm � spy bothW t and area requir merft �N � 0 � R ' D �ba: J. Spans MW be ebow+e roof areas by 1.� (aocoepR fol 100 mg) 2. For*n eb mft " N L o u vu/ Fi 67 tr' .. I 4i ii d Ey° Lawrence E. Bennett, P.E. FL # 16644 CMeamM -DFAMOMWOON$IA.TMT P.O. soot a M=121 MMHOM (BMW -M4 FAX 08861787 PAs@ ® oom mfr zm WRITTEN PEReeIBBtw+ OF IAVIIRE M E BENNETT. PE I 2'M NOT TO BE REPI�D CM Ni VMM OR IN PART WITHOUT THE ON" asps env a 9 a m mail at ® ArAPM A 0 PW SECTION 2 ATTACHED & FRSE -STANDING COVERS AND UTILITY SHIES Table 22 Schedule of Rost to Beam Sb= and (dumber of Thru-Bolts Required Ahondvum ensu MM T-8 TM mm� MUMM r OF U" wIw Wa {Ey dN *=0 posomm MW in used ao ndnhmm bm brace " Ian vt smbmW sovms w GNPs. See MWIL Lawrence E. Benneft, P.E. FL # 16644 -- - - I FA MOM= 'c_ =ZOOM CMW4"4 CITY OF SANFORD 2 NOT TO 0 REPRODUCED IN WHOLE OR IN PART WITHOUT"WRITTEN PEMOMM oP LroaR�ICE E . P.E ED SENEZALUMIN'UM SPFrw mT # TIaIFBoPom a LAK" IOlnimwn 141nbnM # 8bs - Pads= on= Screws r x r x 0.060° Holbw Tot 2°x 0.044° DT re rxrx0.050° (3) #8 rx 0.046'Snap3"x ;rx 0.04r Snap Se1F ee�e 20x4°x0.038°X0.100 rx3'x0AW M21209 2 A rx3•x0.050' #B rxrx0.060°X0.1oo 7x31510.080° Mog 2 rxrx0.060° M#8 rx6'x0.oWX0.120 Tx3°xOAW 2 rx3°x0.080° 3#10 r x r X 0.058° X 0.120° '_ 3° X x 0.083° 3 2 r x c x 0.080° #10 rxr3t0.05rx0.120° rxrx0.069' 3 2 rxvx0.080' M#10 vW kMrt rxIrxo 7rx0.224° 30x3•x0.007 3 2 t rx4•x0.06W #12 rxirx0.07rx0.2W 7x3'X0.12r 4 3 1 rxex0.080° 3014 rxrx0.082°1x0.908' rxrx0.128° 4 3 rx4'x0.080° #14 2°x10°XoawxojW rx4°x0.128' a 4 rX4°X0.050° 4#14 TM mm� MUMM r OF U" wIw Wa {Ey dN *=0 posomm MW in used ao ndnhmm bm brace " Ian vt smbmW sovms w GNPs. See MWIL Lawrence E. Benneft, P.E. FL # 16644 -- - - I FA MOM= 'c_ =ZOOM CMW4"4 CITY OF SANFORD 2 NOT TO 0 REPRODUCED IN WHOLE OR IN PART WITHOUT"WRITTEN PEMOMM oP LroaR�ICE E . P.E ED SENEZALUMIN'UM SPFrw mT m® SECTION 7 INDUS'T'RY STANDARD ROOF PANELS N Y W r 12.00° 12" WIDE x VARIOUS HEIGHT RISER ROOF PANEL SCALE: 3"= l' -V W is g ai t-- I - A-- I I ,L- .12.00' 12" WIDE x 3" RISER INTERLOCKING ROOF PANEL SCALE: 3" =1'4r Nwa L 12.00' CLEATED ROOF PANEL SELECT PANEL DEPTH FROM SCALE: 3" =1'-0" ALUMINUM SKIN TABLES E.P.S. CORE W IL _ :' • SIDE CONNECTIONS VARY "......... '' (DO NOT AFFECT SPANS) LawrenFe E. Bennett, P.E. FL # 16644 CNN.EJM rgM-QEVEIOPMNTCOMSULTMIT P.O. BOX 21498% SOUTH DAYTONA. FL 32121 TELEPHONE: (386)7574"4 FAX MM 7674668 PAOB ® COPYRNaHT_260M1I 7-1 NOT TO BE REPRODUCED IN WHOLE OR Ni PART WRHOUT THE WRTTTEN PERMISSION OF LAWRENCE E BENNETT, P.E. jl SECTION 7 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 XISTING FASCIA ROOF PANEL TO FASCIA DETAFL EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4" x 1-1/4" MASONRY VCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS :['::::: �- 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 "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: 100-123 130 1140 150 #8 1 #10 1 #12 1 #12 Lawrence E. Bennett, P.E. FL # 16644 PLANS REVIEWED CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA, FL 32121 FSANFORD TELEPHONE: (386) 767-4774 p FAX: (386) 767-6556 OF PAGE © COPYRIGHT 2604 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ED SENEZ ALUNAIKII iM SPECIALIST SECTION 7 I SOLID ROOF PANEL PRODUCTS UNIFORM LOAD f T I I I- I I I I Ili !I L a �- A B SINGLE SPAN CANTILEVER UNIFORM LOAD ■■■■■■■■■■■■■■■■ UNIFORM LOAD Z 1 OR SINGLE SP N UNIFORM LOAD A B C D UNIFORM LOAD 3 SPAN A B C u r- 4 SPAN NOTES: 1. l = Span Length a = Overhang Length 2. All spans listed in the tables are for equally spaced distances between supports or anchor points. 3. Panels shall not be spliced except at supports. SPAN EXAMPLES FOR SECTION 7 TABLES SCALE: N.T.S. , Lawrence E. Bennett, P.E. FL # 16644 ��REVIEWED C1WL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 2,4368. SOUTH DAYTON& FL 92121 -Ty 'y OF S AN F O R TELEPHONE: (386) 767-4Ti4 t�J 11 �1 FAX: (386) 7674688 PAGE © COPYRIGHT 2004 7.26 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ED SENEZ A1.1 14dIA)1 I� A c.'nCrI41 IST SOLI® ROOF PANEL PRODUCTS MANUFACTURERS PROPRIETARY PRODUCTS 000$ c6acDO ............... T .. .......... ................. ........ 48.00" 2.0 DENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ELITE ALUMINUM CORPORATI iia ITP [`nHPOSITE PANELS SECTION 7 ALLOY Lawrencl; E: Bennett, P.E. FL # 16644 CML ENGINEER. DEVELOPMENT CONSULTANT Elite Aluminum Corporation P.O.13OX 2143M. SOS DAYMN& FL 32121 1801 N.W. 84th Street TELEPHONE: (388) 787-4774 POW P�urM POW (388) 787-&ri66 Ft. Laudaidale, FL 33309 Tei; (954) 491-3700 Fax: (954) 491-1433 PAGE p COPYRIGHT 20047-33 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ED SENEZ ALUMINUM a=m.ikr IqT SECTION 7 Open Structures Mon -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span SOLID ROOF PANEL PRODUCTS Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads 24'-11" Elite Aluminum Corporation 23'-10° 26'-8" 25'-9" 18'-8' - Statewide Product Approval #FL1049 4'-0" 110 MPH 24'-11" 27'-11" 2T-01 ropris Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density .0 re E.P.S. #1 Dens 19'-0" 18'-8" 4'-0" 120 MPH 23'-10° pen Structures Screen Rooms Glass 8 Modular RoomsOverhang / ge MonolopedRoof 8 Attached Covers 15'-10" Enclosed 123 MPH Cantilever 25'-7' 182 19'-10" 182 3 4 182 3 4 All 4'-0" span span span span span span span span Roofs 100 MPH 21-:4-123'-10'1 23'4" 20'-4" 22'-9" 21'-11" 15'-1" 17'-9" 16'-3" 4'-0" 110 MP 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 13'-9" 15'-4" 14'-10° 4'-0° 120 MPFJ 22'-9" 21'-11" 1T=5" 19'-5" 18'-10" 12'-G" 13'-11" 13'-6° 41-0- 123 MPH 21'-10' 21'-1" 15'-11" 18'-11° 18'-3" 11'-8" 13'-8" 13'-2" 4--0- 130 MPH 20'-2" 91Z44- 19'-5" 15'-1" 1 T-9" 16'-3" 11'-1" 12'-11" 12'-6" 4'-0" 140 MPH 13'-9' 13'-3" 12'-4" 13'-9" 13'-3" 10'-3" 11'-0" 11'-1" 4'-3" 150 MPH 13'-9' 13'-3" 12'-4" 13'-9' 13'-3" 9'-6" 10'-8" 101-4 3" x 48" x 0.030" Panels Foam Core E.P.S. #1 Densi4" x 48" x 0.024" Panels Foam Core E.P.S. #1 Dens4" x 48" x 0 030" Panels Foam Core E.P.S. #1 DensNote: Total roof panel width = roan width + wall width + overhang'9LEE 2M Lawrence E. Bennett, P.E. FL # 16644 ��_ ,' �� ��a �°°"'�CIVIL Corporation ENGINEER-DEVELOPMENTCWN', N�� Elite Aluminum P.O. BOX 214368, SOUTH DAYTON& FL 32121 ° � TELEPHONE: (388) 767-4774 V7 a 6a � J rw Ct tPdns� Picd a _ 1801 N.W. 64th Street �� raj+Tel: �, Ft. Lauderdale, FL 33309 FAX: (386) 767.8556 (954) 491.3700 Fax: (954) 491-1433 PAGECOPYRIGHT 20647-34 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Wind Region Open Structures Mon -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Glass 8 Modular Rooms Enclosed 182 3 4 span span span Overhang 1 Cantilever All Roofs 100 MPH 24'-11" 27'-11" 2T-0" 23'-10° 26'-8" 25'-9" 18'-8' 20'-10" 20'-2" 4'-0" 110 MPH 24'-11" 27'-11" 2T-01 21'-11" 241-6' 23'-8" 16'-2° 19'-0" 18'-8" 4'-0" 120 MPH 23'-10° 26'-8' 25'-9" 20'-5" 22'-10" 22'-1° 14'-8" 171-8" 15'-10" 4'-0' 123 MPH 22'-11' 25'-7' 24'-9" 19'-10" 22'-2• 21'-5" 14'-4' 16'-0" 15'-0" 4'-0" 130 MPH 21'-2" 23'-T 22'-10" 18'-8" 20'-10" 20'-2" 13'-7" 15'-2" 14'-8" 4'-0" 140 MPH 14'-5" 16'-2° 15'-7° 14'-5" 16'-2" 15'-7" 12'-8° 14'-2" 13'-8° 4'-0" 150 MPH 14'-5" " 3'-11" Wind Region Open Structures Mon -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Glass 8 Modular Rooms Enclosed 182 3 4 span span span Overhang 1 Cantilever All Roofs 100 MPH 24'-11" 27'-11" 2T-0" 23'-10° 26'-8" 25'-9" 18'-8' 20'-10" 20'-2" 4'-0" 110 MPH 24'-11" 27'-11" 2T-01 21'-11" 241-6' 23'-8" 16'-2° 19'-0" 18'-8" 4'-0" 120 MPH 23'-10° 26'-8' 25'-9" 20'-5" 22'-10" 22'-1° 14'-8" 171-8" 15'-10" 4'-0' 123 MPH 22'-11' 25'-7' 24'-9" 19'-10" 22'-2• 21'-5" 14'-4' 16'-0" 15'-0" 4'-0" 130 MPH 21'-2" 23'-T 22'-10" 18'-8" 20'-10" 20'-2" 13'-7" 15'-2" 14'-8" 4'-0" 140 MPH 14'-5" 16'-2° 15'-7° 14'-5" 16'-2" 15'-7" 12'-8° 14'-2" 13'-8° 4'-0" 150 MPH 14'-5" 1 3'-6" 15'-1" 14'-7" 16'-20 15'-T 11'-2' 13'-2" 12'-9° 4'-0" Wind Region Open Structures Mono -Sloped Roos Screen Rooms 8 Attached Covers Glass 8 Modular Rooms Enclosed Overhang / Cantilever All Roofs 182 3 4 182 3 4 182 3 4 span span span .span span span span span span 100 MPH 23'-5' 26'-2° 25'-3" 22'-3" 24'-11" 24'-1" 17'-0" 191-6" 18'-10" 4'-0" 110 MPH 23'-5° 26'-2" 25'-3" 201-6" 22'-11" 22'-2" 15'-1° 16'-0" 1T-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" 16'-6" 20'-9" 20'-0" 13'-5° 14'-11" 14'-6" 4--0- 130 MPH 19'-9" 22'-1" 21'-4" 17'-5" 19'-6" 18'-10" 12'x" 14'-2" 13'-8" 4'-0- 140 MPH 13'-6" 15'-1" 14'-T 13'-0" 15'-1' 14'-7" 11'-3° 13'-3" 12'-9" 4'-0" 150 MPH 1 3'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" lo, -5- 12'-4" 11'-4" 4'-0" Wind Region Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Glass 8 Modular Rooms Enclosed 182 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 26'-.11° '30'-1° 29'-1° 25'-8" 28'-9' 2T-9" 20'-1° 22'.5° 21'-8" 4'-0° 110 MPH 26'-11" 30'-1° 29'-1" 23'-8" 26'-5" 25'-0" 18'-T 20'-9" 20'-1" 4'-0" 120 PH 25'-8" 28'-9" 27'-9" 21-11 24'-T 23'-9° 15'-10" 19'-1" 18'-5" 4-0- 123 MPH 24'-8' 2T -T 26'-8° 21'x' 23'-11° 23'-1" 15'-5' 18'-0" 1T-11" 4'-0` 130 MPH 22'-9' 25,5" 24'-T 20'-1° 22'-5' 21'-0' 14'-T 17'-5' 15'-9" 4'-0" 140 MPH 15'-T 1 T-5' 16'-10" 15'-T 17'-5" 16'-10" 13'-8" 15'-3' 14'-9° 4'-0" 150 MPH 15'-T Tr -R- 16'-10' 15'-7' 17'-0" 16'-10° 12'-8" 14'-2' 13'-9" 4'-0" Design Check List for Carports & Patio Covers (Page 9 of 2) 1. Design Statement: These plans have been designed in accordance with the Aluminum Structures Design Manual by Lawrence E. Bennett and are in compliance with the 2004 Florida Building Code Edition with 2006 Supplements, Chapter ; ASM35 and The 2000 Aluminum Design Manual Part I -A & ti -A and ASCE 7-02; Exposure'B'! or'C' or'D' _; Enclosed Building; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher,, Negative I.P.C. 0.00; 0.18 for mono-sloped;roof, 0.18 for attached, fourth wall structure and gabled carports. Roof live load 10 or 30 PSF or MPH for 313econd wind gust velocity load; Basic Wind Pressure ; Base design pressures are PSF for Roofs and PSF for walls. Notes: Wind velocity zone and exposure category are determined by local code. "Enclosed" refers to attached covers & "open" refers to free standing mono -sloped covers. Pressures & Conversions multipliers are on page 2-11. 2. Host Structure Adequacy Statement: I have inspected and verify that the host structure is in good repair and attachments made to the structure will be solid. Phone: 1 - % t7 9/� Con for 1 AuthorizedR *Name (pl print) D Contractor / Autho a ep* Signature 0111 0 i DIS'! s zol xl " �4r4 Job Name & Address Note: Projection from host structure shall not exceed 20'. 3. (Building Permit Application Package contains the following: Yes No A. Project name & address on plans .............................................. —/ — B. Site plan or survey with enclosure location ..................................... ✓ _—_ C. Contractor's / Designer's name, address, phone number, & signature on plans ..... ✓ D. Proposed project layout drawing Q 1/40 scale with the following: / 1. Plan view with host structure, enclosure length, projection from host structure, and all dimensions 2. ' Front and side elevation views with all dimensions & heights .................. _ _- 3. Ream location (show in plan & elevation view) & size ......................... , — (Select beams from appropriate 2.1 series tables) / 4. Upright location (show in pian & elevation view) & size ........................ f—/ (Select uprights from appropriate 2.2 series tables) �. (Check Table 2.3 for minimum post size) 5. Knee braces length, location, & size ........................................ — — (Check Table 2.3 for knee brace size) for. � N i as * Must have attended Engineer's Continuing Education Class within the past two yearn. b-5 Design Check List for Carports & Patio C®vers (Purge 2 of 2) 3. Highlight details from Aluminum Structures Design Manual:. Yes/ No A. Beam & purlin tables wl sizes, thickness, spacing, & spans / lengths ............. �/ — (Tables 2.1.1, 2.1.2 and/or 2.1.3) Beam allowable span conversions from 120 MPH wind zone, 'B' Expbsure to,. MPH wind zone and/or'C' Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height Required Span @ 120 MPH @ 130 MPH (b or d) x (b or d) x (b or d) = Wind Zone t Exposure Multiplier** Multiplier ** YeNo B. Upright sizes, thickness, spacing, & heights / lengths (Tables 2.2.1 & 2.2.2) ....... /— — Allowable upright height conversion from Exposure "B" for any wind zone to a "C" category exposure. Multiply height from table by 0.71. Also, check Table 2.3 for minimum post size To convert roof area for any wind zone from'B'to'C' exposure category, multiply by 0.71. / Area from Table 2.2.1 or 2.2.2 ft? x 0.71 = �' C. Table 2.3 w/beam, upright, & knee braces combination, type, & size of anchors ..... — j — D. Connection details to be used such as: 1. Carport / cover plan view & section (Example Page 2-3 & 5) ................... — ✓ 2. Fourth wall or mobile home connection details ................................ — 3. Header to wail / fascia (Section 7) .......................................... —✓ — 4. Beam to upright, wall, or another beam (purlins) ............................. . S. Knee braces .............................................................. V — It. Connection to slab / footing .............. .................... F. Foundation detail type & size (Table 2.4) ........................................ Notes: ** Appropriate multiplier from Table 2A or 2B, Page 2-41 and Page b -15- b-6 s ri In9ppet on Guide For Carports and Screen GISSs & VjpjI Rooms (pe991 of 1) 1. Check the building permit for the following: Yes No a. PenNtcard & addrpss........................................................ b. Approved drawings and addendums as required ................................ c. Plot plan or survey......:.................................................... d. Notice of commencement .... — —" 2. Check the approved oats specific drawings or shop drawings against the 7AS BUILT" strucWM for: Yes No a. Structuure'a length, projection, plan & height as shown on the plans ................. b. Beam slaw, span, spacing & Wr-hung Bases (if requited) ........................ — --- c. Puriin etas, span & spacing ..................................................... d. Upright ohm, height, spacing &ming screws (N requked) ..................... — e. Chair rail sees, length & spacing ............................................. — . (..Knee braces are properly installed (if requlred)................................. — g. Roof panel sires, length & thickness ............................................ - S. Check load ng uprights / walls- to deck for. Yes No IL -Angle bracketaln & thkd<rcees...........................:.................... — b. Correct number, size & spacing of fasteners to upright ..... .................... . — L Correct number, size & spacing of fasteners of angle to deck and sole plate ....... — d. Upright N anchored to deck through brick pavers then anchors shall go through paveraintoc ........................................................ 4. Check the lord beadno boarn to uprIgM for. Yes No a. Receiver bracket, angle or receiving channel siin & thickness .................... — — b. Number, slin & qxKft of anchors of beam to'receiver or receiver to host structure — o. Header attachment to host structure or bears ................................... d. Roof panel attachment to receiver or host structure ............................. — e. N angle brackets are used for taming connections, check number, size & thickness offasteners .................................................................. f. Post to beam attachments to slab .............................................. S. Check roof panel for: Yea No a. Receiver bracket, angle or rec:eivtng channel size & thickness .................... — b. Sb a, number & spacing of anchors of beam to recelver ......................... —. r" Header attachment to host struclua or beam ................................... — d. Roof panel attachment to rec:elver or beam ..................................... c-2 a . .d 1, THISINSTRUM NT PREPARED BY: NAME: M tiL�l ADDRESS: I ' tau vcu( ��r SEl�I[�VOLE Cou�m ,-, J 7 T? Fl(,XID �'S \:\TL!Rnl flil.)ICf: Building & Fire Inspection, : 1101 East 1' Stree Sanford, FL 32771 NOTICE OF COMMENCEMENT County of Seminole State of Florida _ Permit No. Tax Folio No. (PID) LU� 0050 The undersigned hereby gives notice that improvement 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. DESCRIPTION OF PROPERTY (Legal description of the rope saddress) t Z GENERAL DESCRIPTION OF IMPROVEMENT OWNER INFORMATION , ` 1 Ick w Name and address i 2-17 Interest in property (Fee Simple, Partnership, etc.) s NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER. (IF OTHER THAN OWNER) 100 CONTRACTOR��� Name and address SURETY (Bonding Company) Name and address 1 lief 111 Ili 119911111111 II 1111 11 1111 11 9111 11 991 11 lib Il 911 II 9111 111111 SEMINOLE COUNTY Amount of Bond PK 06627 Pg 14121 Opg) CLERK'S #3 2007040744 LENDER RECORDED 03/19/2007 10:06:51 AM Name and address RECURUING FEES 10.00 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 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: 1 *** 0111 In addition to himself, Owner Designates 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 ed (The expiration date is 1 year from date of recording unless a different date iisss specif,C1.2 A Signature of Owner Day of Sworn to and subscribed before me tMy _0 Commission Eap fires. ,ns+ Madette R Mosley My Commission DD191455 Public i / �J�.� . C� l 1. l�C %T/ EVires Duty 05. k2007 Notary Pu -/ day of k/V 6�4 i ?C by The fo •egoing. in trument was acknowledged before this �i �Y1C�'ly`V S (Name of person acknowledged), who is personally known to me or who has produced (Type of identification), as identification and who diddid not;take