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HomeMy WebLinkAbout2525 Princeton Ave (2)CITY OF SANFORD PERMIT APPLICATION Application # : 0 1 a 3t Submittal Date: "�,9,11zze Job Address:Z SZ P �iJ� �"� Ayr_ Value of Work: $ ZUl 0, o0 Parcel ID: Z ZOO re -'2- aZ"d�!!g!g2 Zoning: Historic District: Description of Work: .Ld1 o'4' 4/ �L,ts>/ On t� C ;fT^� ,�/i6,_ Square Footage: �Zd ........................................................................................................................ Permit Type: Building 0" Electrical ❑ Mechanical 0 Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential 0 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 ❑ Commercial ❑ Occupancy Type: Residential 0' Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) ......................................................................................................................... Property Owner: A L. ;J d r. A� a,.;" Contractor: _!!re/`' Address: Z 2� iiQ;.; Tom .4A, �c Address: Phone: S`07' y/ G 7.pm—ail: &//.%,o e/ , Ao Q* G Fl o j�*e: State License Number: Bonding Company: Address: Arch itect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: . Fax: E-mail: 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 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 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 ' ve 'f ' that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 40�-- oY/iZ/G � Signature of Owner///A//gent Pril er gent's e Signature of otary-State of Florida Date Y COMMI SION # DD 29096 Owner/Agent is _ > COMM cy 25 2 111 Produced ID APPROVALS: ZONIN TIL: FD: Special Conditions: Rev 02/2007 Signature of Contractor/Agent Print Contractor/Agent's Name Date Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced ID ENG: BLDG: $y1 Fpr 18 07 08:43a Seminole CountB 4076655322 p.2 Aa Settlement Statement . U.S. Department of Housing and urban Development FINAL Form Approved OMD No. ZSOZ-0265 B.Type of Loan 1.0 FHA 2.11 FcaHA 3.0 Cony. Unias. 6. File Number 7. Loan Number 8. Mortgage Insurance Case Number 4.0 VA 5.0 Conv,ias 6.0 None (Cash). 2007-0327 0074632233 C. Note: This form is furnished to give you a statement of actual settlement costs. Amutmts paid to and by Ute settlement agent are shown. Item marked "(p.o.c)" were paid outside the closing; they ore shown here for information purposes and are not included in die totals. D. Name and Address of Borrower E. Name and Address of Seller F. Name and Address of Leader David Robbins and Linda E. Robbins Michael Ray Davis and Sharon A. Davis Wells Fargo Dank N.A. 2525 Princeton Avenue Sanford. Florida 32773 2451 S Sanford Avenue Sanford, Florida 32771 2600 Luke Lucien Drive, Suite 312 Maitland, Florida 32751 G. Property Location H. Settlement Agent 2525 Princeton Avenue, Sanford, Florida 32773 - Central Florida Title, I.LC PARCEL. ID NUMBER: 06-20-31-502-0700-0140 Place of Settlement L Settlement Date 142 W. Lakeview Avenue Suite 2020 April 12, 2007 Lake Mary, I-lorida 32746 J. SUMMARY OF BORROWER'S TRANSACTION: K SUMMARY OF SELLER'S TRANSACTION: 100. GROSS AMOUNT DUE FROM BORROWER 400. GROSS AMOUNT DUE TO SELLER 101. Contract sales price 132,000.00 401. Contract salts price 132,000.00 102. Personal Property 402, Personal Property 103. Settlement charges to borrower (line 1400) 3,577.88 403. 104. 404- 105. 405. Adjustment for items paid by seller in advance Adjustment for items paid by seller in advance 106. City/town taxes to 406. City/town taxes to 107. County taxes to 407. County taxes to 108. Assessments to 408. Assessments to 109. 409- 110. 410. I )1. 411. 112. 412. 120. GROSS AMOUNT DUE FROM BORROWER 135,577.88 420. GROSS AMOUNT DUE TO SELLER 132,000.00 200. AMOUNT PAID BY OR IN BEHALF OF BORROWER 500. REDUCTION IN AMOUNT DUE TO SELLER 201. Deposit or earnest money 501. Excess deposit (see instruction) 2.019.00 202. Principal amount of new loan(s) 32,000.00 SD2. Settlement charges to seller (line 1400) 203. Existing loan(s) taken subject to 503. gxisting loans) taken subject to 2 4 504. Payoff of first mortgage loan Wells Fargo Financial 80,970.62 505. Peyoffof second mortgage loan 205. 206. 506. 207. 507. 208. 508, 509. 209. Adjustment for items unpaid by seller Adjustmcat for items unpaid by seder 210. City/town taxes to 376.47 S 10. City/town taxes to 511. County taxes 01-01-2007 to 04-I2-2007 376.47 211. County taxes 01-01-2007 to 04-12-2007 212. Assessments to 512..Assessments to 213. 513. 514. 214. 515. 215. 516. 216. 217. 517. 218. 518. 219. 519. 32,376-47 520. TOTAL REDUCTION AMOUNT DUE SELLER 83.366.29 220. TOTAL PAID BY/FOR BORROWER 600. CASH AT SETTLEMENT TO OR FROM SELLER 300. CASH AT SETTLEMENT FOR OR TO BORROWER 601. Gross amount due to seller (line 420) 132,1100.00 301. Gross amount due from borrower (line 120) 135,577.88 602. Less reduction amount due seller (line 520) 83,366.29 302. Less amount paid by/for borrower (Iine220) 32,376-47 303. CASH DUE FROM BORROWER 103,201.41 603. CASH DUE TO SELLER 48,633.71 REV.HUD.1(3/86) City of Sanford Owner/ Builder Affidavit Construction Contracting State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $75,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I, h { , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allo d by law othe ermitted structure. Owner/Builder Signature Date Owner is Personally Known to Me or has Produced ID 1 S ko DEI1BIT 09 Z41-4—, MY COMMIS, II N # DD629096 t'o; �o'�° EXPIRF_S: FebruarS' 25, 2011 Signature of Notary—State of Florida Date, _,,;...,. "VOTARY FI Notary Discomr Assoc Co. My Commission Expires: Page 1 of 1 Robbins, Linda From: LARRY ROBERTSON [ROBERTSL@Sanfordfl.gov] Sent: Thursday,, March 22, 2007 3:22 PM To: Robbins, Linda Cc: RICHARDD EILEEN F HINSON Subject: permit for shed Linda, We have no problem with you permitting a shed at the location shown and taking a driveway out to 25th Place. You will need a driveway permit: Submit a copy of your survey with the location of the driveway sketched in with your permit application. Larry Larry Robertson Development Services Manager City of Sanford 300 N. Park Avenue Sanford, Fl. 32771 Ph. 407 -330 -5669 - Fax 407-330-5679 Email ROBERTSL@ci.sanford.fl.us 3/22/2007 BOUNDARY SURVEY PROPERTY DESCRIPTION: LOT 15 AND THE SOUTH 10.00 FEET OF LOT 14, BLOCK 7, PALM TERRACE, I.D. = IDENTIFICATION PT = POINT OF TANGENT ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 4, PAGES 82 AND 83, OF THE PUBLIC I:R. =IRON ROD R = RADIUS RECORDS OF-SEMINOLE COUNTY, FLORIDA. APT, = APARTMENT I.P. = IRON PIPE RAD - RADIAL I ~jl BLDG. .= BUILDING I I I I 0 SET 1/2- I.R. h CAP LB #7020 C = CALCULATED LS - LAND SURVEYOR RP - RADIUS POINT I - - o - CH = CHORD LB - LICENSED BUSINESS R/W - RIGHT OF WAY FOUND CONCRETE MONUMENT CB - CHORD BEARING THE REMAINDER OF = BRICK ® _ WELL CBW = CONCRETE BLOCK WALL NR = NON -RADIAL T.O.B. - TOP OF BANK LOT 14 I = 30' SCALE C, M. CONCRETE MONUMENT O.R. = OFFICIAL RECORDS (TYP) = TYPICAL S. 10' NOT INCLUDED `aAPHID I 0 IS 10 j FIRE HYDRANT LOT 14 ° = LINE BREAK COV, COVERED BLOCK 7 I D = DESCRIPTION PLP = PERMANENT CONTROL POINT WPP - WOOD POWER POLE p _ 8 1.11-P 97 - = CENTERLINE WaD o8 DAP ,.945 N -89'39'22" E 8.00' (D.& Maj DN s, rA 1— BLOCK ° 's." POB = POINT OF BEGINNING w_ p I .n Z / D.7 W O — — — — — NIa.D' 4° I '. E.O.W. =EDGE OF WATER PRC = POINT OF REVERSE CURVATURE ��o o F FIELD PRM = PERMANENT REFERENCE ITONUMENT s g424Y w 12 m IF ELEV = FINISHED FLOOR ELEVATION -I `l I ogI - g - — I NOTES: LINDA ROBBINS k DAVID ROBBINS 1. THIS SURVEY IS BASED ON THE LEGAL II s ° 3 p O I O I "' AS' FAMILYN n� LOT 15 c r1 O C0 ~I� O _0 S OF WAY OR RESTRICTIONS OF RECORD WHICH u° RESIDENCE 12525 BLOCK 7 9 411 -� O LOT 30 0 o 7 1 $A THE CENTERLINE OF PRINCETON AVENUE ,,, , a- �8 BLOCK z cop ° {L••J( LOCATED EXCEPT AS SHOWN. IISs,o0 5. NO IMPROVEMENTS OR UTILITIES HAVE BEEN �^I 0 1 LOCATED EXCEPT AS SHOWN. 6. THIS SURVEY IS NOT VALID WITHOUT THE a m SIGNATURE AND THE ORIGINAL RAISED SEAL OF A SHOWN HEREON APPEARS TO LIE IN ZONE X I.L Z O 15.9' FLORIDA LICENSED SURVEYOR AND MAPPER. 14.: H N HEREBY CERIIFY THAT WE HAVE PERFORMED A FIELD SI URVEY OF THE HEREON DESCRIBED PROPERTY, ]HIS p II 1 JOB NO. BCA12956 (FIELD DATE:)03/20/07 '9z NO. P u0 L0. .T' Off 1.9' Of! -- -- -- —0-0-0-0-0-0-0— \;WHD 128.00' (P.& M.) I A CAPP14085 Lp—p-0-0-0-0 S 89'42'43" W PLATTED AS: PALM DRIVE KNOWN AS: E. 25TH_ PLACE (90' R/W) _ _ s LEGEND: 4 = DELTA/CENTRAL ANGLE I.D. = IDENTIFICATION PT = POINT OF TANGENT A/C : AIR CONDITIONER I:R. =IRON ROD R = RADIUS APT, = APARTMENT I.P. = IRON PIPE RAD - RADIAL UTILITY POLE BLDG. .= BUILDING L = ARC LENGTH RES. - RESIDENCE 0 SET 1/2- I.R. h CAP LB #7020 C = CALCULATED LS - LAND SURVEYOR RP - RADIUS POINT =CONCRETE O = FOUND PROPERTY CORNER CH = CHORD LB - LICENSED BUSINESS R/W - RIGHT OF WAY FOUND CONCRETE MONUMENT CB - CHORD BEARING M MEASURED S/W = SIDEWALK = BRICK ® _ WELL CBW = CONCRETE BLOCK WALL NR = NON -RADIAL T.O.B. - TOP OF BANK © CAS METER C, M. CONCRETE MONUMENT O.R. = OFFICIAL RECORDS (TYP) = TYPICAL } = GUYWIRE CNA = CORNER NOT ACCES51BLE P - PLAT U.R. - UTILITY' ROOM FIRE HYDRANT CONC. CONCRETE PC = POINT OF CURVATURE U.E. = UTILITYEMLNT = LINE BREAK COV, COVERED PCC . POINT OF COMPOUND CURVATURE W. M. .-WATER METEIER D = DESCRIPTION PLP = PERMANENT CONTROL POINT WPP - WOOD POWER POLE — -� - = CENTERLINE D/B/A DOING BUSINESS AS PI = POINT OF INTERSECTION — - - - - = RIGHT-OF-WAY LINE D.E. = DRAINAGE EASEMENT POB = POINT OF BEGINNING BUILDING SETBACK LINE D.U.C. = DRAINAGE 4 UTILITY EASEMENT POC POINI OF COMMENCEMENT —v .—+—.—v—r—a— HOG WIRE FENCE/HWF E.O.P. - EDGE OF PAVEMENT POL POINT ON LINE o—o—o—a—a— —o— WOOD FENCE/WF E.O.W. =EDGE OF WATER PRC = POINT OF REVERSE CURVATURE —0-0-0-0-0-0-0— - CHAIN LINK FENCE/CLF F FIELD PRM = PERMANENT REFERENCE ITONUMENT DHU — OHU . OVERHEAD UTILITY LINES IF ELEV = FINISHED FLOOR ELEVATION PSM = PROFESSIONAL SURVEYOR k MAPPER CERTIFIED T0: NOTES: LINDA ROBBINS k DAVID ROBBINS 1. THIS SURVEY IS BASED ON THE LEGAL CENTRAL FLORIDA TITLE DESCRIPTION AS PROVIDED BY THE CLIENT. TITLE INSURANCE COMPANY TBD 2, THIS SURVEYOR HAS NOT ABSTRACTED THE WELLS FARGO COMPANY LAND SHOWN HEREON FOR EASEMENTS. RIGHTS OF WAY OR RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. BEARINGS SHOWN HEREON ARE BASED ON 3. DO NOT RECONSTRUCT PROPERTY LINES FROM THE CENTERLINE OF PRINCETON AVENUE BUILDING TIES. AS BEING NOO'00'00"E ASSUMED. ^ 4. NO FOOTING OR OVERHANGS HAVE BEEN {L••J( LOCATED EXCEPT AS SHOWN. 5. NO IMPROVEMENTS OR UTILITIES HAVE BEEN ACCORDING TO THE FLOOD INSURANCE RATE MAP LOCATED EXCEPT AS SHOWN. 6. THIS SURVEY IS NOT VALID WITHOUT THE NO. 12117C 0045 E DATED 04 17 95 THE PROPERTY SIGNATURE AND THE ORIGINAL RAISED SEAL OF A SHOWN HEREON APPEARS TO LIE IN ZONE X A FLORIDA LICENSED SURVEYOR AND MAPPER. H HEREBY CERIIFY THAT WE HAVE PERFORMED A FIELD SI URVEY OF THE HEREON DESCRIBED PROPERTY, ]HIS DRAWING IS A REPRESENTATION OF THAT SURVEY AND JOB NO. BCA12956 (FIELD DATE:)03/20/07 MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH SURVEYORS BRADLEY COX QC ASSOCIATES BY THE FLORIDA BOARD OF PROFESSIONAL LAND FLORIDA ADMINISTRATIVE DRAWN BY: WCS-JG REVISED: ANO MAPPERS IN CHAPTER 61017-6 FLORIDA STATUTES, NECKED BY: BC LAND SURVEYING 405 W. 25TH STREET CODE PURSUANT 10 SECTION 472.027. FIELD BY: DO SANFORD, FLORIDA 32771 03/21/07 UNDER( OPERATING UNDER407 407) 323-9202 BRADLEY G. COX, PSM 5567 DATE L.S.B. d 7020 _ 7m 0 PLATTED AS: PAIJvI DRIVE . . ....KNOWN AS: E. 25TH PLACE . . .. ......... i 1w H--jE RE*MINDER 01 'T 14 S. 10' NOT INCLUDED i GlA LOT 14 17' BLOCK 7 [._0 1 2 9 O.Totj--,N1�89*39 22 E t,28.00# (DA M131 CAP j4od5 � L 1- 0 7 wi 77 CN M z Lz . ... ........... 24.0' LLI 89.4,'4_1_ W .14 0 c U) 0 <D -0 SINGLE FAMIL�V RESIDENCE LOT 15 ?_ �__�.._.__._..,f_.�.,. ` 0 UJI 00 0 0 #2525 BLOCK 7 cr) 0 lu zi (D b L --y 6 0 zj 0 B L 0 K 0 , 0 CL z 7�4 24 4' m F= 2.9, UFF i 0 0) 0 Kr/ S 89"42'43" W 128-00' (P.& M.) 1/2* I.P A, CAP d4l/jlj�j 7m 0 PLATTED AS: PAIJvI DRIVE . . ....KNOWN AS: E. 25TH PLACE . . .. ......... 7 r 7.`0 w rl ions found during inspection d to be corrected. t issuance does not grant } a code violation. 2004 a I FAMItr � Vi a ,71 � t I V i v s { 1c7, �• `' } 6 I l Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy Pence J 'PERMY �Nown PS;_. E, D,5 TN LCI; S" Je /g= 1 I i Fence I i LCI; S" Je /g= 1 I i Fence I 0 I x 4 BRIDGING 2 x 4 BENT (TYR.) 1 x 4 BRIDGING SEE DETAIL BELOW WINDOW OPENING 12) 2 x 8 BEAM (TYP. i ALUMINUM S_IDIN( 2 x 4 BOTTOM PUTI 3/4' PLYWOOD FLOOk - HURRICANE ANCHORS (TYP.) USE SIMPSON -STA-18 W/ #14 - 16d \ I NAILS 2 x B SGERAIL WALL ANCHOR DETAIL SCALE: N.T.S. aH2 s 6 S-' L' ACC E.'A'HE.4 GARAGE xCR aSTAL' i� i a MAX'M 0"±15'.-1i 0i ^-A:AGE -C CIS .i _.-___c CCCRS - f -VARIES TIu C:ST-C RL\\Ect .w �r= (2).2 x 4 SPRUCE HEADER S (L)- 7X6• $2 PINE EACH SIDE NONLOAD WHEN - GAMGDOOR INSTALLED 1 s 4 BRIDGING 0 BENT (TYR.) 20 GAUGE S x S• GALV. PRESS PLATES (2) PER CONNECTION 5 C• TYPICAL SLOPE AT KNEE II 112)0I NT OF SENT -I 1 1 x 4 BRIDGING ® BENT TYP.) 2.4 BEM FRAMES CONNECTED WI tad COMMON ^.d 1'C' O.C. 2 x 4 BOTTOM PLATE S:VP=CN -S:4 S EE ATTACHM ENT CET AILS -.-X•xt -< VARIES :5'-0' TO 17 =CR \^.CRMATICV NOT SHON SEE END ELEVATION W EVA-_=dA-'C`) `NTH -CCR TWO SKID MCCEL S SCALE: hav �W116 that IL T 1n.&CM d B4L Act 1m11 adopted Cod- sad ISOMETRIC OF SHED ALere to the af•QdO ¢�,= SCALE: N.T.S. C_-_..^.Criox {�-C occup acy ,'I_wa� I o"a Aa, -Md Vriocizyr1 l7 Fir+ Rar*xj of 1st' la SLJ0./L�-- 2s t HEADER 12 5 1 x 4 BRIDGING C Z:4 BEAT (TYP.) = 5 iYP SLOPE AT KNEE :DINT OF > 112 BENT , s 4 ERODING 2. 4 STUD ITYP ) -_-- _= 3111•-_YW000 FLCCR OVER wz 2x8PTP � SEE A-ACHMENT CETAILS p �_• x: z„f 40'-0• MAA. LENGTH rt �/ ':Aa:ES ;8'.T'C O.C. MAX. JOIST SPACING Au°y0. • FIGO" ?j-/ G -]C: \:_Rw'CN \C' S`CM'4 SEE END ELEVATION WITH CCCR Approval Dau ' 1 E\^ E_`JA-7CN =CUR SKID MCCELS r 1HI: 5 j- i���I� `{--•�--- . x 4 RUNf•il"ITOY21 of t3sis DGC-=Ont docs `6t ❑ I I''L-JL-I-I Atl(}36t7:t GT v' a',F ;)c r_ . �� . From thercq StALC a'S a w I 6 x iO w a x > � I LPI _. FLOOR FRAMING PLAN 4, N t ob ys--� SCALE: IM ­1`T 2--o- (TYP.) --0'(TYP.) i1 I. w -(r as (MAIL) SIDE ELEVATION WITH DOORS & WINDOWS SCALE: 1W • r-0' X-0' 2.6 P.T.P. PLATES FOR SHEDS OVER 16' N LENG-- 3/4' PLYWOOD FLOORING a products In 2 x 4 BOTTOM PLATE (TYP ALL comVIiance with AROUND) Rule 1 98- for 2 x B BENT (TYP.I (SEE SIDE I WALL ELEVATION) ins -111..-A A --_.__.a WINDOW/DOOR HEADER 2:4HEAo6R cyJr_ c IllARCHW/ OVERHANG $ULE: Ile = V.0' 2 x 4 BENT MR.) 1 x 4 BRIDGING 2 x 4 SILL 2 x 4 BOTTOM PLATE SEE DETAILS FOR CONNECTION SEE SIDE ELEVATION WITH DOORS 8 WINDOWS FOR INFORMATION NOT SHOWN SIDE ELEVATION SCALE: 114'- 1'4)• 1 x 4. BRIDGING 2 x 4 BENT(TYP-) I x 4 WINO BRACE TYP.) AT FOUR CDR" ER512'-0' WIDE OR GREATER 2 x 4 BOTTOM PLATE SEE DETAILS FOR CONNECTION , I I II II I �I s,,, FESS PLATES BOTH SIDES ALL JOINTS ti II 2x 4 CONSTRUCTION j ALUMINUM OCCR SKIN GN JACK & BACK ::CCR CCNSTRUCTICN Ca�tCNAL) � `!MR!NC CIACRAM ,CPRCNAL ELECTRIC) S C.IE: v.T.s. ..1 RING SHAL 3E MC CABLE ALL METAL BOXES ----•--• 11N52002 2 x 4 BENT 9/10/2003 (� 20 CA. 3' x_5' CALV. = aDRGED 10/19/2004 ' NAILED PLATES (2) PER 11/05/2004 BROUGHT UP TO LEVEL AND BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP • CONNECTION FOR HEADER L' JJ (1,200# 'UPLIFT) USE 8d COMMON SIMPSON ?35 PLATE W/,I (8) 'Cd SIMPSON HS-24 UPLIFT RATING) EXPANSION x 1-I/2' NAILS�I THRU INTO HEADER W/ (5) •I� j (2) 2x4 W/ 1/2' PLYWOOD I. ^- SPACER OR 4x4 #2 PIN 10a x O EACH i SHED INy SKID ATTACHED ACHORED TO CONCRETE NAIL ENO. s VI � SIMPSON HS -24 W/ 5&5 (1) 3/8' x 5' (400# f � 16d NAILS 0 2.4 FRAME 6. IF NO FLOOR UNIT BUILDING IS USED, ANCHOR WITH 318'. 5' WEDGE ANCHOR CENTERED, Y TYPE I SECTION THRU HEADER ' Load ..inof up aft on turn.(. O ^ V SCALE: 1 1? z 1'47 ^ Local wn of and auger or slab anchor. z eons. E .NOTCH OR COUNTER SINK 2 x 4 =ENT f BOLT "'-RU 2 x 4 20 GA. 3' x 5" GALV. 1 • NAILEO PLATES (2) PER ' fyy CONNECTION FOR HEADER USE so COMMON SHED `+ATH FLOOR RE1d0`�J ANCHORm TO _- - - SCALE' 1-1/2' = 1 -C- CONCREIER�O��AN�OR�TO CON�� _ -. .. ..... _-. •\ 4,4 #2 PINE. 2x4 NAILED S;MPSCN -135PLAT-c WI j I SIMPSON HS -2t Allv/7 . -c • �_ TO BOTTOM W/ (2) #1611 , NAI S - L (?) 'Cd x I 1/2 Arco zone '•limo A -) -I zone wino Area 1- - 10 18 /5p to Jr a2r / I I• COMMON NAILS 16" C.C. rHRU NTC : HEA DER (5) - 2&3 20 17 55 S 2'- STRAP :Ca xy NAIL 0 SACH END a..- SIMPSON HS -24 INTERMEDIATE FRAMES OR ^ H ' ^ 1 HEACERS w/ 4&4 16d NAILS 9 2.4 FRAME m - W existing building, in whicn ancnors can be placed on end walls as close to 1• _C p z H n �YE II�G�ON�RL�H SCALE. I I(I= 1• T 3/4' PLYWOOD FLOORING a products In 2 x 4 BOTTOM PLATE (TYP ALL comVIiance with AROUND) Rule 1 98- for 2 x B BENT (TYP.I (SEE SIDE I WALL ELEVATION) ins -111..-A A --_.__.a WINDOW/DOOR HEADER 2:4HEAo6R cyJr_ c IllARCHW/ OVERHANG $ULE: Ile = V.0' 2 x 4 BENT MR.) 1 x 4 BRIDGING 2 x 4 SILL 2 x 4 BOTTOM PLATE SEE DETAILS FOR CONNECTION SEE SIDE ELEVATION WITH DOORS 8 WINDOWS FOR INFORMATION NOT SHOWN SIDE ELEVATION SCALE: 114'- 1'4)• 1 x 4. BRIDGING 2 x 4 BENT(TYP-) I x 4 WINO BRACE TYP.) AT FOUR CDR" ER512'-0' WIDE OR GREATER 2 x 4 BOTTOM PLATE SEE DETAILS FOR CONNECTION , I I II II I �I s,,, FESS PLATES BOTH SIDES ALL JOINTS ti II 2x 4 CONSTRUCTION j ALUMINUM OCCR SKIN GN JACK & BACK ::CCR CCNSTRUCTICN Ca�tCNAL) � `!MR!NC CIACRAM ,CPRCNAL ELECTRIC) S C.IE: v.T.s. ..1 RING SHAL 3E MC CABLE ALL METAL BOXES TYPE I OR II CONCRETE PI W/ BLOCKING AS REOUIRI a li7 s t FORGED EYE BO' SHED W/ SKID ATTACHED SCALE: 1 1 r - 1'-0- T x 7 GALV. WASHER SET UP AND INmTALLATION Ut• JNNULe vvlue �na:u ----•--• 11N52002 SQUARE WASHERS 9/10/2003 (� 3/8". 2" BOLT w/ (2) = aDRGED 10/19/2004 wASr.ERs &NUT (A-24 11/05/2004 BROUGHT UP TO LEVEL AND BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP q A-24 STRAP L' JJ (1,200# 'UPLIFT) SPACING. p y ^ 4. ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED i\t%/IS (7) 3/6- x 3" (1.200# SIMPSON HS-24 UPLIFT RATING) EXPANSION INTO PLACE. THE HOLE IS DUG FOR 30' EARTH ANCHOR AND BACK FILLED. THE EYEBOLT BOLT OR WEDGE ANCHOR �� .. .: '... a .'... •a . `.. 'J .'N TO 'LAS 0 SPACING 17 (PER TABLE I) SHED INy SKID ATTACHED ACHORED TO CONCRETE SCALE. 1 1 IT - 1'-0' s VI )DISTIL THE RAPEYESOLTA FASTENED THROUGHBOTTOMPUTS AND AN t' BRACKET OR � SIMPSON STRAP IS PULED OVER THE 318' WEDGE ANCHOR, A 12' x 7 BOLT IS THEN (1) 3/8' x 5' (400# FASTENED THROUGH THE EYEBOLT AND L' BRACKET. 'RATING) WEDGEANCH 6. IF NO FLOOR UNIT BUILDING IS USED, ANCHOR WITH 318'. 5' WEDGE ANCHOR CENTERED, _ANCHOR INTO CONCREESLAB AT SPACING BETWEEN EVERY WALL STUD, ' Load ..inof up aft on turn.(. O ^ V (PER -ABLE 1) rc ^ Local wn of and auger or slab anchor. z eons. E .NOTCH OR COUNTER SINK 3i o ° f BOLT "'-RU 2 x 4 i I !nc (z Wina Arec- Zone AreO - 2 x 4 BOTTOM PLATE ' fyy :V AILED 70 2 x 6 BASE SHED `+ATH FLOOR RE1d0`�J ANCHORm TO _- - - SCALE' 1-1/2' = 1 -C- CONCREIER�O��AN�OR�TO CON�� _ -. .. ..... _-. � rt.._ FORCE) EYE BOLT OR '/2" THREADED ROD W/ 'WASHER NUT j I SIMPSON HS -2t Allv/7 . -c 2' X 2' & (2.000 + CAPACITY) UPLIFT SEE STRAP DETAIL 1/2' v2" BOLT W/ (2) 'HASH ER+ & NUT (2.000 SHEAR CAPACITY) GRADE TYPE I OR II CONCRETE PI W/ BLOCKING AS REOUIRI a li7 s t FORGED EYE BO' SHED W/ SKID ATTACHED SCALE: 1 1 r - 1'-0- T x 7 GALV. WASHER SET UP AND INmTALLATION Ut• JNNULe vvlue �na:u ----•--• 11N52002 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR 9/10/2003 MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE. FENCE. PROPERTY LINE. ETC.- - - 2/14/2004 7 ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE 10/19/2004 BUILDING IS BLOCKED ON HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS 11/05/2004 BROUGHT UP TO LEVEL AND BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP 12/28/2004 TO LEVEL BLOCKED. AND THEN SHIMMED. 3. AFTER THE BUILDING IS LEVEL. MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT 03/C9/2005 SPACING. p y ^ 4. ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED i\t%/IS B'-0' 4.00• 139 1'-0' Io 3'-0' 12'6' Q 117Lj THROUGH THE 2 x 4 BOTTOM PLATE WITH tr2' AUGER BIT AND THE EYEBOLT IS FASTENED 1j 1(L,7' INTO PLACE. THE HOLE IS DUG FOR 30' EARTH ANCHOR AND BACK FILLED. THE EYEBOLT and campanama comply wnh me 2001 11200, Florida Budding Cada ter a 150 MPH wmd AND AUGER ANCHOR ARE FASTENED WITH l BOLT. �t i ) D R 17 E Si B S. UNIT TO BE ATTACHED TO CONCRETE SUB, THE BUILDING IS SET ON SUB SHIMMED \vj C''{$ - UP TO LEVEL. A 3/8' HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE 1-1? OFF RIM s VI )DISTIL THE RAPEYESOLTA FASTENED THROUGHBOTTOMPUTS AND AN t' BRACKET OR � SIMPSON STRAP IS PULED OVER THE 318' WEDGE ANCHOR, A 12' x 7 BOLT IS THEN Shea z LW' Uplift P E.'na Anchor nteror OCc1n •• SiLj FASTENED THROUGH THE EYEBOLT AND L' BRACKET. LLY 9 6. IF NO FLOOR UNIT BUILDING IS USED, ANCHOR WITH 318'. 5' WEDGE ANCHOR CENTERED, Mat, Rind Force Reelil Systeme BETWEEN EVERY WALL STUD, ' Load ..inof up aft on turn.(. O ^ V GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS 1. Building -nonan shall be'moed. homi IYP- 030 am91e halo -1- 11-9-1 anchor manufactured by Style Creat of Freemont. ON. Menmum albwable uplift 2.0001 or apurva4nt. 2. Ancnanng system to ground per local building code (by dealer). Local- archanx Per Table 4 through the bosom plate. 3. Anenab anal be placed Ihbugh I'- bottom Plate and F --"Y"" Toole ) Shed Ancoring to Concrete SIGo Toole 2 Runner Soecing -------------- sea wise. Uohft /. Sias of 7""'- Socc.;a / ] Shea 'Nal! Xl X2 X3 +I LF 4'-T a 111•-0• 1'-101r7 7't. 112- 280 24001 LF 5'-0' 12'4)• 7.61(2• 5'-11• - I •s__I O.0"•` ^•--.-- 200 +I. LF -.r_.- . _6-0�••-----._^_ 10'-0• 1'-6 1? 6'-11• - 8'-7 160 01 LF 7'-6- 8'-0' 9' 6'-6' - Valuaa fnm entl of )out to canton of (2) 4 X 4 skids onry. IA' -0- wka sheds haus (4) eats of #kms. Tccle 3 Su000rt cooing PCC SpOcirg 'or Runner Blocking For Single or Double Wice S.. Maximum Loaa & Pca M Ena Paa Side Runna Interior SaeBenneL'.v - 'I - jogMos. S P atl Type Pod Paa Tyoe roe _ _ coSw /5" 4 ;5' /J3 ec 3'- .. _.-5-c °936a .I ar '.:IS'•vISw 5.00' / 4 "-: -° 2555+ a r .II 25S8d a or :dSw 5.00' / 4. 1➢ :0 3' -J- 240Da ,I or '11 24004 II a nI Ness: t Pad spacing is end to center of Baa. 2 Pearother than end pass spacing is center :O center. 2. Uses m x. spacing or interior runner.. 'ro PaDimensions Max. Loac Materiale 2' x 8• x 16• 1 776 1 cant ba bhck auat..aIran, S .and ma 11 4' x 8• i 18• 3.500 0 contras dioda ..."I cement 8 fano m¢ 1 E 16 ] 950 r ASS".." cads I • Loaa wwm on mnnai. Basad an 2.000 PSF albwaole sod ....sure. Soil preaeun .na4 bs ven6ed by /slid psnwmeter teat or satla loo report. Check wnh engmear d sod preaaub :a ,sea then 2.000 PSF, Nabs: HOhOw. or siiid concrete plOCks Tay be s[ackeC on pods for high sets up to 48. mOx. .'In out - arcing.. 2,'h Paas required on 12' & 14' viae sheds arly. Table 4CAn Cnor Spacing Of Auger Type Ancrors For Single `Wide Sheds 30 Eve Auoer -hoar or 30 CO Coral Anchor Q O Shea Siz '_w• -our at. Ena anchor •• :xc=. '.ntenor Saaoaa •'• 14'-0'10 3•-0•- N.. .. - 1 r-0' 9.00• 208 I' -T to 3'4)' ompanenb u..d .n he manufadunno of the shade. The chabd.le and con Orlin s aider W � X 10'4)' 5.00' t 74 1'-0' Io 3'-T 10'-0stj' have Florida product ApProwl as..dured by Florida Building Cammlrion Rule (Chapter o.; a B'-0' 4.00• 139 1'-0' Io 3'-0' 12'6' Q 117Lj 98.72) ar warsanalyzed uamg Ne Rational Method and Alowla Sr­SVDaapn. Al motor- and campanama comply wnh me 2001 11200, Florida Budding Cada ter a 150 MPH wmd CA -able 41P Anchor Spacing Of Auger Type Anchors Far Double `Nide. Sheds wbcdy, Evac wnd phiAura at 27.24 PSF. = 0.77, Encb[sd Budding, Expasub'C' and C''{$ - 30 -_ r Ancnar `1/vs'I (� #Max. s VI m a ? 9 Shea z LW' Uplift P E.'na Anchor nteror OCc1n •• SiLj PSF, Floor Dead Load - 5 PSF. LLY 9 20.4)• 10.00' 4ao 1'-0.1. SKI- 5.11• Y •p Mat, Rind Force Reelil Systeme C: ' Load ..inof up aft on turn.(. O ^ V J Q rc ^ Local wn of and auger or slab anchor. z eons. E NIA 31 i8 3i o ° '^ Anchor spacing example: 30• auger or 318', 2-3/4' expenacn I Components & Cladding Design (Effeatlw) Pt his (PSF) !nc (z Wina Arec- Zone AreO - ! Hobe: 1. Anchor spacing is based an 3 second wind gust at 150 MPH per fyy ASCE 7-98. Category 'C'. Importance Factor 0.77, Enclose Building, 1 20 17 27 4 20 30 32 N.I.P. C. = 0.18. U 50 14 26 50 ,9 r e��r d 2. All measurements listed above are center to center of anchors. Q Arco zone '•limo A -) -I zone wino Area 1- - 10 18 /5p to Jr a2r / I 3. The minimum number of auger anchors is (4). (1) a earn corner of �, 2&3 20 17 55 S 2'- snea for sheds less in length than the maximum. for bolts is 8 diomelers or 5' 117 _ a..- 4. the minimum edge aistance expansion J C•' ^ H ' ^ for 3/8' expansion bolts. - 5.Anchors shall be on side walls except when shed is placed next to ^' C4 m - W existing building, in whicn ancnors can be placed on end walls as close to 1• _C p z H n D'des / -ars Gibte. �eillN�� ��� x T r FfA Onus. 'II SHED DESIGN LOAD REQUIRE E - m e W"b a 0. for the 2004 Bulldln Colt ` 'a FORGED EYE BOLT OR 1/2- THREADED R00 1? COUPLING 1? x 1 117 BOLT W/ (2) WASHERS (2.0001 . SHEAR CAPACITY) 1?x 4' FORGED EYE �.'�aOLT lP r�[��yp�,a LA 11 ANCHOR 30 Eos p I EW per-. LLSG' STRAP DETAIL ,ipdi,�Lj{VMr �\�/(pr� pop IF� 9 e� SCALE: 1/4'=1'-0' q U U if �� C n � � s^, yd@9n_ if SINGLE SINGLE HEL !X AUGER ANCHOR CORAL EV'F AUGER ANCHOR 5EE'ABLE 4 FOR SPACING Bade Mi P7eeaurs m C6 e !n az = 0.00256(Kz)(Kzt)(Kd)M"2 par ASCE 7-98 Ke = 0.85 Espatub C: Kzt - 1 A Kd=0.85:Ia0.77:V=150MPH az=32- tPSF W =az x 0.85=27.24 PSF I hereby teddy Net I have bvawed Iheaa plane along well al Ne budding mablals and ompanenb u..d .n he manufadunno of the shade. The chabd.le and con Orlin s aider W � X have Florida product ApProwl as..dured by Florida Building Cammlrion Rule (Chapter o.; a 98.72) ar warsanalyzed uamg Ne Rational Method and Alowla Sr­SVDaapn. Al motor- and campanama comply wnh me 2001 11200, Florida Budding Cada ter a 150 MPH wmd CA wbcdy, Evac wnd phiAura at 27.24 PSF. = 0.77, Encb[sd Budding, Expasub'C' and C''{$ - N.LP C. = 0.18., Roof Live Load - 20 PSF. Root Dead Load = i PSF. Fico, v1 Load + "5 m a ? 9 PSF, Floor Dead Load - 5 PSF. LLY 9 Mat, Rind Force Reelil Systeme C: rc NIA 31 i8 3i o ° I Components & Cladding Design (Effeatlw) Pt his (PSF) !nc (z Wina Arec- Zone AreO - ! --Z-,.- p t8' 29 1031 34 1 20 17 27 4 20 30 32 50 14 26 50 ,9 r e��r :Yl 05 Arco zone '•limo A -) -I zone wino Area 1- - 10 18 /5p to Jr a2r / I 1 V 2&3 20 17 55 S 2'- a..- =_0 Ia 47 50 ZB JS /V Lawrence E. Bennett. P._. #16644 a.a-----------