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HomeMy WebLinkAbout1825 Merthie Dr04/12/2011 TUB t Y 7: 52 FAX 10001/UU1 Ald-51 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: i )I---/ "! 1 Documented Construction Value: - Job Address: t I&ZS W,0=t-L-1 1 e Historic District: Yes No9—" Parcel ID: 3 S 10i 3-0 SaG OMO -<205Q Zoning: Description of Work: Z K(Z4 r C, IQ J AC-. - Plan Review Contact Person: (zi-tUC--, < 1-1 c_ t C=f Title: c: Phone: 4 1-A 6A '—r C't 2 Fax: t `T4"D fc _ E-mail: M i bs`t /1T t Q et a 1V •-- Property Owner Information L, Name 1)nu 1 r nn4ms;Phone: 40'7 3Zt Street: •I O - Resident of property`' : - City, State Zip: Contractor Information Mid:State Construction Phone: LAn -T qn n Name - Street; "Winter Park. Fla. 32790 Fax: City, State Zip- State License No.: Architect/Engineer Information Name: F- - Street: City, St, Zip:< 2 Phone: Fax: Y,,0-7 E-mail:. r a p (9 Bonding Company: 1 1s, Mortgage Lender: 71« Address: -M A Address: ran n PERMIT INFORMATION Building Permit Square Footage: h Construction Type: No. of Stories: 1 No. of Dwelling Units: Flood Zone: h Electrical Plumbing New Service — No. of AMPS: New Construction - No. of Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: 04/12/2011 TUB 7:53 PAX Wuuc/uua 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 ail 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review* fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the exec ntract is submitted, credit will be applied to your permit fees when the permit is released. / 7 of Owner/Agent L/fz5 1J Print Owner/Agent's name c- a u Z-/ 27) -L1 Signature of Nomry-State of Florida YeaBBBdiidddout4ltitt3 <tMN uppouY. Owner/A4 Produced APPROVALS: ZONING: COMMENTS: Signature of Contractor/Agent Diane E Vanett My Commission EE017245 Expres 1011s12014 _ _ Contractor/Agent is ` Personally Known to Me or Produced ID Type of ID I UTILITIES: WASTE WATER: ENGINEERING: Wu A. 5 a- i FIRE: BUILDING: f << Rev 11.08 LIMITED POWER OF ATTORNEY DATE:--2 i I I HEREBY NAME AND APPOINT O F M-w S +,-e & cql TO BE MY LAWFUL ATTORNEY IN FACT O ACT FOR ME AND APPLY TO FOR A sca -a_& AI im PERMIT FOR /ORK TO BE PERFORMED AT THE i LOCATION DESCRIBED AS: PARCEL ID# : ADDRESS: PROPERTY OWNER: AND TO SIGN MY NAME AND DO ALL THINGS NECESSARY TO APPOINTMENT. CONTRACTORS COMPANY: MID STATE CONSTRUCTION PRODUCTS, INC. CONTRACTORS LICENSE # : CGCA14875 SIGNATURE OF CONTRACTOR JAMES MCRIGHT AC10'OWLEDGED: SWORN TO AND SUBSCRIBED BEFORE ME THIS_ DAY OF 1 (A.D. NOTARY PUBLIC SIGNAT PRINT T ` l \ T I A1\1E SEAL Notary Public State of Florida. c o` My Commission EE017245 Expires lb/18/2014 i•+•f"r/Y+fti 111----- - - - . .;-. I-.. :.,.....- .. . ... 1-1- - - - -- - - ---- -- - - - .. - I 1,, , I- -, ------ -.- C, - - -- =.--- - - -- 1,1, -- , .. 4- , 2. ;., - ,.::-- - -1 t -- - -- - - -- -- 4c----T)F. .A-I.- - " - - , - ,- . - -: V.'!, '-- -:,7- - , " -, -:-," '. N-:.1k.. 1- - I, -c ..... - Nt-- -,, , , . - ..., 1 - -.-..-. -- f. --t5, z..-.-:-.-..-:-',---.--"-..;- .,-.--:.., "". ... ---:...* .., X1 -'..'..--'-"'.-.-.-.-.-------------I -:-. T,:- - i -..------- 1 :` t, , , w- 7 .'. IZ -,-- P - , - t` , ------*;A --, , -f .., , .-- . .... . 4; I - 1 -- - - -- -; ',,-- 1 . - . ... - - - 7 I . , .--.-' - y---<. : - . , , , T.- I - , .. tN . 1 --s" - " - -. 1, - . . - '. --- 17 . . 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I " 7mmlim- ff 11 0,99. 1IA"4-",--`. -,- - -:- ,*-" - ., ,. - . . .. . : "..". z. I . . I Survey I W-5 - . , 11, - - e, ;, u . I ' j3pL .- --- A --, : 1 MID STATE CONS_TRUI Windows, Vinyl Siding & Trim RO.Box 1214•Wi terP 407) 740-0454 • (800) 4595{2 82 4.I' -... www.midstateco. IN PRODUCTS, INC. Certified General Contracto—r CGCA14875 Patio's & Screen Rooms ark, FL32790 PERMIT # Fax: (407) 740-6690 hst.com J co 0 DATE A Z _Zo BUYER'S NAME 1 1Cl o G/\ PHONE 1-ID 7 — _ L 4— 3"-3 _17- Husband and Wife) %1 1. T r_ C_ A I A _ / -I-- / _? __i 111 _/ 1 ADDRESS 1. CASH PRICE e6z, cc, 2. DEPOSIT....................................................................... $ BALANCE....................................................................... $ 3. DRAW 1....................................................................... $ BALANCE....................................................................... $ 4. DRAW 2....................................................................... $ 5. BALANCE DUE ON COMPLETION ................................. $ qOZ Roof Type DESCRIPTION OF GOODS & SERVICES c /2. a ' I C17 1 1 ©t.l (--? CONSTRUCTION INDUSTRIES RECOVERY FUND PAYMENT MAY BE AVAILABLE FROM THE CONSTRUCTION INDUSTRIES RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A STATE -LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING ADDRESS: CONSTRUCTION INDUSTRY LICENSING BOARD • 7960 ARLINGTON EXPRESSWAY, SUITE 300 • JACKSONVILLE, FL 32211-7467 I acknowledge that'I have read and understand this contract tolinclude items listed on the back of this contract and agree to its terms. 1DATE: —! — 0= P/ % This contract is subject to approval and acceptance by the Seller. t BY: AUTHORIZED OFFICER OF THE SELLER) PURCHASER: / / NAME OF SALESMAN: YOU MAY CANCEL THIS TRANSACTION, WITHOUT ANY PENALTY OR OBLIGATION, WITHIN THREE BUSINESS DAYS FROM THE ABOVE DATE. IF YOU CANCEL ANY PROPERTY TRADED IN, ANY PAYMENTS MADE BY YOU UNDER THE CONTRACT OR SALE, AND ANY NEGOTIABLE INSTRUMENT EX- ECUTED BY YOU, WILL BE RETURNED WITHIN 10 BUSINESS DAYS FOLLOWING RECEIPT BY THE SELLER OF YOUR CANCELLATION NOTICE, AND ANY SECURITY INTEREST ARISING OUT OF THE TRANSACTION WILL BE CANCELLED. IF YOU CANCEL, YOU MUST MAKE AVAILABLE TO THE SELLER AT YOUR RESIDENCE, IN SUBSTANTIALLY AS GOOD CONDITION AS WHEN RECEIVED, ANY GOODS DELIVERED TO YOU UNDER THIS CONTRACT OR SALE OR YOU MAY IF YOU WISH, COMPLY WITH THE INSTRUCTIONS OF THE SELLER REGARDING THE RETURN SHIPMENT OF THE GOODS AT THE SELLER'S EXPENSE AND RISK. IF YOU DO MAKE THE GOODS AVAILABLE TO THE SELLER AND THE SELLER DOES NOT PICK THEM UP WITHIN 20 DAYS OF THE DATE OF YOUR NOTICE OF CANCELLATION YOU MAY RETAIN OR DISPOSE OF THE GOODS WITHOUT ANY FURTHER OBLIGATION, IF YOU FAIL TO MAKE THE GOODS AVAILABLE TO THE SELLER, OR IF YOU AGREE TO RETURN THE GOODS TO THE SELLER AND FAIL TO DO SO, THEN YOU REMAIN LIABLE FOR PERFORMANCE OF ALL OBLIGATIONS UNDER THE CONTRACT. TO CANCEL THIS TRANSACTION MAIL OR DELIVER A SIGNED AND DATED COPY OFTHIS CANCELLATION NOTICE OR ANY OTHER WRITTEN NOTICE, OR SEND A TELEGRAM TO MID STATE CONSTRUCTION PRODUCTS, INC., P. 0. BOX 1214, WINTER PARK, FL 32790, NO LATER THAN MIDNIGHT OF: DATE) HEREBY CANCEL THIS TRANSACTION. DATE: SIGNATURE: 2 cc LU 5a "e ze. xi; 444---v d y OardW 4 Men 3t968 # # x 11 i^ er jy,rrf 82s XAKfFOIWQ 3-zT'G 1 N ROOF PANEL SPAN (FOR FASCIA ATTACHMENT) HOUSE ROOF OVERHANG REFER TO BOTH ROOF PANEL ROOF PANELS PER FASTENING AND EDGE BEAM TABLE 201 CONNECTION DETAILS SLOPE C6 C ' rn_---------- p ROOF PANEL I (REFER TO TABLE 202) ___ __ CONNECTION (SEE 3 OVR I 2X2 HOLLOW PICAL j j DETAILS) I 2 -6 NG I SIDE WALL tADER) I I 3 MAX.) ( ROOF PANEL CLO, R SPAN (WALL Alfj'ACHMENT) I n z C4 L REFER TO TABLE 203 FOR POST DESIGN I I I I C ¢ CHAIR RAIL OR KICKPLATE RAILI ( I I I 1=-_______----- l 36"DOO z = jI ( LOCATIONFOUNDATION F"DETAILS INCIDENTAL l C7 101 I r...,0 I II II I TYPICAL (SHED TYPE) SCREEN ROOM SECTION / SIDE VIEW N c NOTES: v FOR ALLOWABLE SPANS, REFER TO: 1) ROOF MAY BE CONNECTED TO WALL OR FASICA PER DETAILS CmL TABLE 201 FOR ROOF PANEL SPANS 2) MINIMUM ROOF SLOPE (FALL)1/2" IN 12" FOR INDUSTRY STANDARD E TABLE 202 FOR EDGE BEAMS 3" RISER PANELS AND 1/4" IN 12" FOR COMPOSITE PANELS TABLE 203 FOR POST SPANS 3) ALLOWABLE AVERAGE HEIGHT OF ROOM 7- - 0" (MIN.) TABLE 204 FOR GIRT SPANS o r Z N i v Chapter 2 - Screen Rooms AWMABLE SPANS for SEO IMMY SCRB31 WALLN1 S Tam 204 GWS OR CMM RAU FOR 1W&110 mph Wind Lanes Table 204a&b Ma) dmum Vertical Spacing 7 ft o.c.) Unit Load =13 lbs/sqft Load Lion T-0" 2M. M6 HOW S-f Wfam I 5 I - V-6" 5'- 1" Clng I S-0" T- 10" S- 6" 4'- 7" 6'- 0" 4'- 5" W- 6" 4'- 3" 1 7'-(" 4'- 1" 2X3X. 050 Hollow 7-11" T-6" T-1" 6-9" 6-6" 6-3" 6-0" 2X4X- 05" 10'-2" T-7" 9'-1" W-8" 8'-3" 7-11" 7'Ar 2X3X. 072" W-1" 8'-7n 8'-1" 7-9" 7-5" 7-1" 6-10" FOR I" mph Wind Zane Ma) dmwn Vertical Spacing 7 It o.c.) Unit Load =15 Ibs/sgft Table 204c Load Bdnislon W-0" 2X2X. 046 Follow W-11" Width I SWnQ I W-6" 4'- 9" 5'- 0" 4'- 6" 5' 4- 3" W- 0" W- 1" 6'- 6" I T-11" 7- 0" T- 9" 2X_ 3X050_Hollow,- T-7 6'-11" 6'-7" 6'-(r 5'-10" 5'-7' 2X4X. 05" 9"-5" 8'-11" W-5" 8'-1" 7-8" 7-5" 7-2" 2X3X. 072" 8'-5" T-11" 7-7" 7-2" W-11" 6'-7" 6'-5" FOR 130 mph Wind Zane Ma) iman Vertical Spacing 7 ft o.c.) Unit Load =18 Ibs/sc ft Table 204d E& Won 4'-W 2X2XA46 Hollow V-7" 4- 6"- 4'- 4" Y- 0" 4'- 1" S- 6" X 1" 6'- W T- 9" 6- 6" T- 7" 1 7'-0" T- 5" 2X3X. 050 Hollow W-9" 6'-4" 6-0" Y-9" 7-6" 7-4" S-1" 2X4X. 05" 8'-7' 8'-1" T-8" 7-4" 7-0" 6'-9" W-6" 2X3X. 072" 7-8" T 3" 6-11" 6'-7' W-3" . W-V T-10" FOR 140 mph Wind Zane Maximum Vertical Spacing 1 ft o.c.) Unit Load = 21 Ibs/sgft Table 204e E= zion 4,-0" -- 2X2X. 046 Hollow 4'-3" 4- 6"- T- 11" 5'- 0" X- 9" Y- 6" Y- T' W- 0" 3'- 5" 0- 6" 3'- 4" T- W Y- 2" 2X3X- 050 Hollow 6-3" Y-11" S T" S-4" 51-1" 4'-11" 2X4X. 05" 7-11" 7-6" 7-2" W-10" 6-6" 6'-3" 2X3X. 072" T-2" 6'-9" 6'-5" 6-1" Y-10" S-T" Y-5" AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Chapter 2 - Screen Rooms ALJMMUESPANS far Primary Menirers Flo Saeen wags (Pasts/Llotaetars) Wind zone = 110 MPH Applied urd Load = Load Wxft or Spaces Post/cdurm 4' o' 4'-' S-W s-6' 6-0" 13.0 6-61 PSF T-0' Table 5voswe B 7'-6' 203a&b a'-W Y X Y X 0.046' X 0.046' Hollow S-T(1) 9-3'(1) S-OKi) 9"(1) V7'(1) 4'-S (1) 43"(1) 4'-1"(1) T-11'(1) 2" X 3' X 0.05' X OAS' Holow 7-11'(1) T-6`(1) T-1`(1) 6-9°(1) 6 6`(1) 6-3'(1) 6-"1) 5-10"(1) S =T'(1) 2" X 3" X OAV X 0.05' Srep S' 6(!) S 0Kl) T-SKi) 7-3'(1) 6-11(1) 6-911) 6-51(1) 6=3K1) 9-"1) Y X 4' X 0.0s0' X 0.050" MOW 9'-T(!) 9=1'(i) 8' T(1) 9-21(1) T-lOKl) 7-6K3) 7*-3'(1) 2- X 4- X 0.05' X OAS' Step 10 7(1) 10'-OKl) 9'-6(1) 9=1°(1) T-9K1) 7-6"(1) Y X S' X 0.OW X'OMV HDROW 9-11'(1) 7 -6'(1) T-3K1) T-OKl) 2'X4'%0.046'X0.1W SMS S3-(1) 7-4(1) T-0°(1) 6-9(1) 6-5'(i) 6-3K1) 6-"1) 2-XSWASIAMII* SMB 10'-3(1) 9-8(1) 9'-2"(1) S-9 (1) S 4'(1) S-0(1) 7-91(1) 7'-6"(1) 7'--3K1) 29C6XO.05"XO.lY SMB 11'-T(1) 10-i1'(1) 10'-4 (1) 3'-10(1) 33Ki) 9r-iK1) S-9Kl) S-7(1) S2K1) 2-AMMOS5 OArSMB lY-811) 11'-11(1) jr-V(1) 10-10(1) 1W-4"(1) 9'-11(1) 9=7'(1) 9'-3K1) 5-1111) 2'XSX.072'XO.224' SMB 2-T-0(i) 21-9K2) 20 A(2) 19-8(2) 18'-10'(2) 15-1(2) iT-S'(2) 16'-10(2) 16-3'(2) Yx9`X082-/ 30V SMS 29-10-a) 2S-27(2) 26-9-(2) 29-M) 2,V sa) 2T S"(2) 22!-r(2) 21'-l0'a) 2V 1K2) 2WWX.09YX" SM9 36-1(2) 34'-0"(2) 3r3'(2) 3a-V(2) 2V 5-(2) 2S-4K2) 27'-3K2) 26-V(2) 3' X3' X 0.090' Mflow 9'-11(1) 9'-4K1) 8=11(1) S-6(1) S-1'(1) 7--10`(1) 7'-6K1) T-3K1) T-nl) 13' X 3' X 0.127 HoBOw 13-4' (1) lY 7K1) 1T-11°(1) 11'-S(1) Mote: 3x3 posts require the addition of a sueen retention nmdx rs on two sides AUX WABLE SPAN 5 for Prirrrary Members tin Sckm Ovals (Posts/Cokums) Wind Zone = 120 MPH Applied MR load = Load Widths or Spadrtg Post/Column *-W 4-6° S-0' 5'=6'`" 10-11(1) 6-0'. 10'(1) 15.0 6-6" 10'-1Kl) PSI, 7-0'. 9'-9K1) f90stse B 7W 9-571) Tam 203c S-0° Y X 2" X 0.046' X 0.046' Hollow t X 3-X OAS' X-0:05' HoBawA T5(1) 6-11"(1) 67 (l) Y X 3" X O.OS' X 0.05' Snap T-11'(1) T-6'(1) T-1(1) 6-9K1) 6-6(1) Y X 4' X 0.05W X 0.050' Holow S-11(1) 8-5(1) T-11(1) T7K1) 7-4(1) 7-0Kl) 6-9"(1) Y X 4 X MW X 0.05' Snap 9'-il"(1) 5-10(1) S-74) S-111) T-9'(1) T-6°(1) 7'-3K1) 6-111(1) Y X S' X 0.050" X M050" Hollow 9'-3"(1) 8'-9(1) 8'-31(3) T-U'(1) 7-7'(1) T-3"(1) 6-11"(1) 2'X4-".046'X0.1("SMB 7'-B'(i) 7'-3(1) 6-101(1) 6-6K1) 63K1) 6-0K1) 5'-9"(1) S-T(1) S=5'(1)• 27L5'XO.05'X0.1.16' SMB 9'-6'(1) 8'-11'(i) 8' 6(1) 8'-111) 7-9 (1) 71-6'(1) 7-Y(1) 6-11K1) rX69(0.05"XO.lY SMB 10'-9'(i) 10'-Y(1) 9'-8'(1) Y Y(i) S-9%1) S5"(1) 8'-Y(1) 7-10'((1) TM): 2W'XOAB')M.lr SMB 11'-9(1) 11-1(1) 10'-6(1) 10'-1(1) 9'-7'(1) 9'-3'(1) 5-11(1) S-7 (1) S-4'(1) Z';OL072-XO.22eSNB3 21'-S"(2) 203°(2) 19' 2(2) . 18-3K2) 17-6K2) 16-11r(2) 161-r(2) 17-M) 19-Ya) YX9'X.08YX.306' SMB 27-10(2) 20-3°(2) 24'-1('(2) 23'-8K2) 22'-8(2) 21'-lOK2) 2T-W(2) 20'-M) 19-8(2) rXlWX.092"X.389"SMS 33-7"(2) 3r-r(2) 3'-0"a) W-8'a) 27-5'(2) 26-4'(2) 25-5`a) 2'-6°a) 2'-9`(2) 3" X 3" X 0.09(' Hollow 91-3"(i) S-9'(1) S3K1) 7-11'(1) 717(1) 3' X 3" X 0.125- Hollow , 12'-511) 113 (i) 11'-1"(1) 1 T(1) 10'-2K1) V-7(1) 9' S (1) Note: 341 posts require the addition Of a smen retention nwm hers on two sides r Rage 2 - 51 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS 91-1"(1) S-7(1) 2007 Edition) LO 1 Chapter 2 - Screen Rooms 1" X 2" OB @ PERIMETER NOTE #1: USE 1/4"0 X 3" LONG LAGS INTO WOOD HOST AND 1/4"0 X 2V4" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION W EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER 1" X 1" X 1/16" ANGLES 2" LONG WITH 248 X 1/2" LONG S.M.S. AT EAQi LEG TYPICAL EACH SIDE, TOP & BOTTOM) fOS STitldGil I E LEM_ BM. _ CONNECTION WITH EXPOSED FASTENERS w - 1 1" X 2" OB @ PERIMETER 1 REFER TO NOTE #1- THIS SHEET 2- # 10 S.M.S. FROM INSIDE FACE OF IV F-OB (1" EMBEDMENT MINIMUM.)' 1 X 2 REFER TO NOTE #1- THIS SHEEN v I{OSi .STfIUC URE ELEMENT5 •: CONNECTION WITH- CONCEALED FASTENERS: = PARTIAL ELEVATIONS / l" X 2" TO 1" X 2" CONNECTIONS AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Editn)1.0 Chapter 2 - Screen ROWIS 1" X 1" X 1/S" ANGLES 2" LONG WITH 2- #8 X 1/2" LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP & BOT7 CHANNEL ALTERNATE 1" X 2-1/4" X 11W RECEIVING CHANNEL COWMN CONNECTION W/ EXPOSED FASTENERS 4 — # 10 S.M.S. FROM INSIDE FACE OF R POST INTO SCREW SPLINES OF HOLLOW a GIRT (1-1/2" EMBEDMENT KnIMUM) a GIRT OR i CHAIR RAIL SELF MATING POST — y =CONNECTION' W/ CONCEAL'ED'FASTENER§ ELEVATIONS ] GIRT TO POST CONNECTIONS 2 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Editi0n)1.0