HomeMy WebLinkAbout186 Walnut Crest RunCITY OF SANFORD PERMIT APPLICATION
Application ft: V ? �� s
.lob Address: ! 96o t��..wA`'�'—
Parcel ID: 'Zoning:
Submittal Date:
Value of Work: $ 5 3l�$- raA� �f; 207
Historic District: AJA
Descri tion of Work: a Le �-Pn.M.+ - l/ ;t�� .k� Square Footage: /Urg
Permit Type: Building `vf. Llectrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑
Electrical: New Service — # of AMPS o UA Addition/Alteration Cl Change of Service ❑ Temporary Pole ❑
Mechanical: Residential R Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures 41A. # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential # of Water Closets Al/ Plumbing Repair — Residential ❑ Commercial ❑
Occupancy Type: Residential A, Commercial ❑ Industrial ❑ Occupancy Use Group(s):
Construction Type: ft of Stories: # of Dwelling Units: Flood Zone: _____ (FEMA form required )
.......... ....................................... ....n...................................................................
Property Owner: 1,l I f tt��n � "�24r` ",Cey-- e ���jg J Contractor: 1 cm Te`r�r.�i r�r� . )I� �(A. S� QSl}_"`N�
Address: 1 iw !,t j -i h fY�.rAddress: ?�O�i �' CMZ �'Cewn rh..TP. ✓Y', � 1 O 1 C 1
F L 3.x."7' l;f O"�/ti;^�.:ti,; A 79�c I, r. Gr S FL 3,�1(O 1
Phone: A g9'2'Z E-mail: Phone: - RV_ State License Number:
Bonding Company: Mortgage Lender: AJ A --
Address: xV A Address:
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Architect/Engineer: -0 C VL.E Al G' AAn -ri Ar— «. ,e , Phone: X0'7^ 11 Lt. 53 (3 D
Address: 307q IA LcL'MaJ,,, 6 4 f3�t. L. e- Mc1h!! P.50-7qFax:t-!0'7-•'�V
Plan Review Contact Person: �' �. �Q .r,._� Phone: Sa u u Fax: �ce.. _v E-mail: 2 DC: VL CA)— CC%
,Cd►.n _4Qti�Y2.. l" e—r-
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 AFF'IDAVI't': 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; CONSUL'!' 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 veritication that I wi noti y the owner of the property of the requirements o F o d Li 'Lav
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igitatur_o Ov�yat_Agctrt
4Da ignaure ontraetor/Agent Date
Print Owner/Agent's Name Print Contrac or/Agetit's Name
-7 70JQN AP MN /07
Si aturf,,of,Nptary-,State ofFj MWA BRUUN Dae Si I, [gry-NutarpP9bWdt�tete 0l F10d aID�+p` CommissionExpkesAug24 20;Notary Publio -Slate of Fkxida ' � �YMy Commission Expires Aug 24,2010Commfa:siort Dl) 573419
Bonded B Notlo
Commission # DD 573419 """'" Y
Bonded By National Notary Assn.
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Owner Agent is ersonal y Knowt o Mp or Contractor/Agent is v Personally Known to Me or
Produced ID—L�r,LL,.ai,.,, c� ,�r✓.a -Q ^/, Produced ID ,r/h
APPROVALS: ZONING: UTIL: FD: ENG: BLDG:
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Special Conditions:
Rev 02/2007
THE NTR GT R L R B.
CO A O SHALL VERIFY AND BE RESPONSIBLE FOR ALL.DIMEN51ON5 AND a) ALL FASTENERS SHALL. BE GALVANIZED COMMON WIRE NAILS OR HOT -DIPPED GALVANIZED BOX NAILS,
CONDITIONS AT THE SITE AND SHALL NOTIFY THE ENGINEER OF DISCREPANCIES b) ANCHOR BOLTS SHALL BE A5TM A301 OF, 43e, PLACE Wi 2" DIAMETER x I/8" PLATE WASHERS WITH
BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS BOLT HOLE 'S/lro" DIAMETER.
BEFORE PROCEEDINC; WITH THE WORK. c) ALL FRAMING ANCHORS SHALL BE. SIMPSON OR APPROVED EQUAL, INSTALLED IN STRICT
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
C. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE
r T THEY O NOT IN ICATE THE METHODS OF d) METAL ACCESSORIES FOR.USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXP05ED
COMPLETE DE51 4N OF THE STRUCTURE. E D D
CONSTRUCTION UNLESS SO STATED OR NOTED, THE CONTRACTOR SHALL PROVIDE ALL 1 Nr E UJI'(N ASTM A 153; CLASS B-2.
R 1
TO THE I.UEATER SHALL, BE GALVANIZED IN ACr'ORDA
MEASURE5 NECESSARY TO PROTECT THE WORKMEN, OR OTHER PER5CNS DURINGe) ALL WOOD;MEMBERS EXP05ED,TO WEATHER OR IN CONTACT WITH MA5CNRY OR. CONCRETE SHALL
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CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED To BRACING, BE f RE.5SURE TREATED.
5HORING FOR EARTH BANKS, FORMS, SCAFFOLDING, PL.ANKINr, SAFETY NETS, 5UPF CRT
B. FLOG FRAMING
AND BRACING FOR CRANES AND IN POLES. R R
INDEX OF 'STRUCTURAL DR AWINC;5
PA GE
SHEET
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TITLE
I
S
GENERAL STRUCTURAL NOTES
2
5-2
PLAN i SECTION PLAN
3
5-3
DETAILS
p;
THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND 5HORING OF.
a) MISCELLANEOUS FRAMING - SYP NO. 2. b) P05T - 5Y`P NO, 2
Fc = 850 PSI
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QU FOR STRUCTURAL STABILITY OF THE
ALL STRUCTURAL. MEMBERS ,45 REQUIRED PE
Fb= 1200 PSI
-
-1500 000 51
F✓ -' �0 P51 E P
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STRUCTURE DURING ALL PHASES OF CONSTRUCTION. THE. CONTRACTOR SNAI~l
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= 1,600,000 l 5l
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IMMEDIATELY NOTIFY' THE ENGINEER OF ANY CONDITION UJNICH, IN H15 OPINION, MIGHT
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ENDANGER THE 5TABILITY OF THE STRUCTURE OR CAUSE D15'iRE55.IN THE STRUCTURE.
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C. WALL FRAMING _
E.
CONSTRUCTION MATERIALS SHALL NOT BE STACKED ON FLOORS OR ROOFS IN EXCESS
a) STUDS (MULTIPLE 2 x 's 5TUD5:5E=E PLAN FOR SIZE) SHALL BE No, 2 (SYP.) WITH Fc _ I000 PSI,
-X%
M
W
OF THE DESIGN LIVE LOAD5 WHICH ARE INDICATED IN -THE CxI=NERAL NOTES. :IT IS THE
E = 1000000.PS1.
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GENERAL. CONTRACTOR 5 RESFPON5IBILITY TO INSURE THAT THE SUBCONTRACTORS. TO S f� A RE
_ ,. # ' � ,- . O ,;
kb) 2 2 x a (SPF 3 OF, BETTER) TOP, PLATES STAGGER SPLICE 4 FT. (MIN.) AND LOCATE OVER STUD.
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INFORMED AND DO NOT VIOLATE THIS IMPORTANT REQUIREMENT, IMPACT SHALL' BE
(USE 8 -IG D NAIL
�0
AVOIDED WHEN PLACING MATERIALS ON FLOORS OR ROOFS.-
-S)
F.
PLANS, SECTIONS AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF
5H ATH IN
D WALL E
" , G
QUANTITIES, LENGTHS, OR FIT OF MATERIALS.
a) WALL SHEATHING SHALL BE 15/32`-EXP05URE 1, C -D PLYWOOD
VERT IC/3.L' fi=L,ATFOF,:1M LIFT
G.
COORDINATE SIZES AND LOCATIONS OF OPENING5 IN FLOORS AND WALLS WITH
DIMENSION 5HA N ICU A A JOINTS SHALL STAG OCKE
ON IM
L � D E LL BE PERPE D L R, ALL LL BE STAGGERED, BL D
VERTICAL LIFT MANUFACTURER REQU EM NTS.
WITH FASTENERS AS FOLLOWS, UNO:
VERTICAL PLATFORM LIFT:GENE515 SHAFTWAY MODEL BY CiARAVENTA
N.
WRITTEN N. QU ST TO THE ENGINEER FOi� APPROVAL OF ANY PROPOSED
SUBMIT R TE RE E E R P
USE ads a) 12 O.C. ALONG ALONG INTERMEDIATE SUPPORT.
t-IAST MODEL: 120 INCHES
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CHANGE TO THE REQUIREMENTS OF THE: CONTRACT DOCUMENTS. SPLICING, GUTTING,
USE 8d'5 a G " O.C. ALONG ALLEDGE5 AND 5HEAR BLOCKING.
DOOR: .aro INCHES (R,C, WIDTH 42 1/8", R.O. HEIGHT = 83 1/2
NOTCHING OR OTHER ALTERATIONS TO 5TRUCTURAL MEMBERS ARE NOT PERMITTED
:
PLATFORM 51ZE: MI,D-SIZE
IrUITHOUT WRITTENITTEN AUTHORIZATION OF THE STRUr-....TURAL ENGINEER. ANY UNAUTHORIZED
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SHAFTUJAI CLEAR WIDTH: 551/0 INCHES.
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DEVIATION FROM THE CONTRACT DOCUMENTS,'AND CORRECTION THEREOF, 15 THE
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5NAF'1UJAY'C1_EA LENGro
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RESPONSIBILITY OF THE CONTRACTOR:
EFOXY GrROUT ,ANCNOF, �
1.
THE MOST STRINGENT REQU IR MENTS APPLY IN CASE OF CONFLICT BETWEEN
ANCHORING ADHESIVE SHALL BE A TWO COMPONENT
CONTRACTOR TO VERIFY THAT ALL DIMENSIONS AND LAYOUT MEET REaUIREMENT5 OF:
I�
SPECIFICATIONS, STANDARDS, CODES AND DRAWINGS.
SOLID EPDXY BASED SYSTEM 51_1F'PLIED IN MANUFACTURER'S
r~ O 5
NANUFA�TURER 5 SPECIFIGATION5. VERTICAL LIFT PLATF RM HALL BE INSTALLED
-
STANDARD SIDE -BY' -SIDE CARTRIDGE AND D15iPENSED
IN ST ICT ACCORDANCE WITH MANUFACTU E 5 SPECIFICATIONS.
R R R P
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THROUGH A STATIC MIXING NOZZLESUPPLIED BY THE MANUFACTURER.,
ADHESIVE SHALL BE "EPDXY-TIE 5ET" FROM SIMPSON STRONG -TIE.
D S IC N
ANCHOR5 SHALL BE INSTALLED FER SIMPSON STRONG: -TIE
A.
DESIGN DATA
INSTRUCTIONS .FOR "EPDXY-TIE 5ET".
ROOF LIVE LOAD .:..... 20 FSP
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ROOF DEAD LOAF-) 20 PSF
2ND FLOOR LIVE LOAD .... 40 P5F
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2ND FLOOR DEAD LOAD 15 P5F
COLD -FORMED L IGrPT Gr>4Ur_:�E STEEL
07/1,9/2007
GrENESAL LIC -BHT G;,4UC;E
RONALD D. DEVLEN P.E.
FL. PROF. REG. NO. 49782
B.
WIND LOAD CRITERIA:
I.
THIS STRUCTURE HAS BEEN 'EVALUATED FOR WIND IN ACCORDANCE WITH CHAPTER 16
A. STEEL WORK SHALL CONFORM TO IT HE A151 "SPECIFICATIONS FOR THE DE51GN'OF COLD -FORMED
OF THE FLORIDA BUILDING CODE, 2004 EDITION WITH 2O0& SUPPLEMENT A5 FOLLOWS:
STEEL STRUCTURAL MEME3FR51', LATEST EDITION.
_.
BASIC WIND SPEED: 120 MPH (3= SECOND GUST)
EXPOSURE CATEGORY: B
B. MATERIAL SHALL CONFORM TO TH, FOLLOWING, EXCEPT AS NOTED:
IMPORTANCE FACTOR: 1.00
BUILDING CATEGORY: ENCLOSED
LIGHT GAUGE STUDS: ASTM A&53 'CzR 33 OR A5TM Aro53 GR 50
Gr_I ih'tELO P- 9:,' l
�? �O7aaa�a22 " = =
SCALE:
INTERNAL PRESSURE COEFFICIENT: +/- 0.1aH_/28/20a712t
C. MINIMUM YIELD STRENGTH FOR 5TUD5
SHALL BE 33 KSI. ALL TRACK SHALL BE 33 K51.
MMD
�,:- it 5TRAP5/5ENT PLATE ARE BASED UPON THE USE OF 40,000 PSI FY MIN.
N 'UJ171 55U 5 (�OM O BENTS CL E.
C. DE � D F. c RE P f
WALL INTERIOR ZONE "4" D. ALL CONNECTIONS SHALL BE COMRL.ETE A5 PER THE PIANS AND SPECIFICATIONS AT
THE TIME OF INSTALLATION. FAILURE TO PROMPTLY COMPLETE CONNECTIONS MAY
O T0. 19.99 SF 20.0 PSF/-28.2 P5F COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING.
20 TO 49.99 SF 243 PSF/-21.1 PSF
50 TO 99.99 5F 23.3 PSF/-25.5 PSF E. PRECAUTIONS MUST BE:. TAKEN TO VOID CONSTRUCTION LOADS EXCEEDING DESIGN
100 5F 4 OVER 22.0 P5F/-24.2 PSF LIVE LOADS. CONSTRUCTION LOAFS HAVE NOT BEEN CONSIDERED IN THIS DESIGN.
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F. ALL STUDS, TRACK BRIDGING AND .ACC.'ESSORIE5 SHALL BE FORMED FROM STEEL HAVING
WALL EDGE ZONE 5 A G-ro0 GALVANIZED COATING MEETING THE, REQUIREMEN,r5 OF A.5.T.M. A525.
0. TO 19.99 SF 2ror0 P5F/-34,8 P5F
20 TO 49.99 5F 24.9 P5F/-32.3.PSF
50 TO 99.99 SF 23.3 PSF/-293 PSF
100 SF 4 OVI=R 22.0 1-617-/-211 P5F
L I NT G; AUC -;:E STUB
ROOF INTERIOR ZONE I
A. WALL METAL STUDS FOR 3 5/8" LT: 6AGE WALL:
C
'25125-30 a 2 " ��
0 TO 19.99 SF 15.0 P5F/ 23.8 FSP TY PI ALLY 3 4 C . (U.N.O.).' i
20 TO 49.99 SF 13.E PSF/-23.1 PSF
50 TO 99.99 SF 11.9 PSF/-22.2 PSF B. USE THREE (3) STUDS ,AT THE CORNER OF ALL WALLS,
100 SF 4 OVER 10.6 P5F/-21.ro P5F
C. ENDS OF STUDS SHOULD SEAT r.IRMLY IN RUNNER TRACK WHICH MUST HAVE FULL BEARING ON
STRUCTURE:
ROOF EDGE ZONE "2" 4 CORNER ZONE nail D. ATTACH EACH RUNNER TRACK LEG' TO EACH STUD FLANGE WITH ONE (1) #10-,1e, SCREW 5/8" LONG. I
0 TO 19.99 5F 15.0 PSF/-50.2 .PSF E. NO NOTCHING OR COPING OF STUD: IS ALLOWED.
20 TO 49.99 5F 13rro PSF/=45.5 PSF
50 TO 99.99 SF 11.9 P5F/-39.4 PSF F. .SPLICING OF RUNNER TRACK TO BE ACCOMPLISHED BY SCREW ATTACHMENT OF A 5TUD
100 5F 4 OVER 10,0 PSF/-34.8 PSF SECTION BETWEEN VERTICAL STUDS TO THE RUNNER TRACK USING #10-16 SCREW&, 5/8" LONG
LOW PROFILE 5GREWS.
G. MEMBER SIZES SHOWN ARE MINIMUr'I REQUIREMENTS THAT ARE ADEQUATE FOR THE l
„ GIVEN LOADING CONDITIONS. HEAVIER GAUGE5'MAY BE 51-15STITUTEDr ANY MIXING
FOUNDATIONS OF 57UD 51ZE5 ON ANY 'GIVEN FLOOR SHOULD BE KEPT TO A MINIMUM.
A. THESE PARAMETERS ARE: ASSUMED FOR THIS SPECIFIC SITE:
L I NT G; AUC�E ATTACHMENTS '
ALLOWABLE SOIL BEARING PRESSURE ... 2000 PSF -
Ar USE 10-16, 5/8" LONG, LOW.FRO (OPGI #
-
EXCEPT A5 NOTED ON PLANS AND DETAILS.
MODULUS OF SUB�RADE, K 2�� LE'� HEAD SCREIrUS FOR ALL STEEL: TO STEEL CONNECTIONS I
Ar? FOUNDATION ST ATA SHA NOT B. A 3/4 (MINIMUM) CLEARANCE MUST E MAINTAINED FROM ALL EDGES of THE STEEL MEMBERS IN
B. SOIL PRESSURE$ IMPOSED ON FINAL PREP EDR LL LOCATING SCREWS. A 3/4" (MINIMUM) ON CENTER SPACING MUST BE MAINTAINED BETWEEN
EXCEED SPECIFIED ALLCWABL.E INCLUDING ALL SPECIFIED DEAD AND LIVE LOADS. ADJACENT SCREWS.
C. FOR ATTACHMENT OF I/2" GYPSUM BOARD TO STEEL STUDS AND JOISTS USE MINIMUM OF #ro
Sr IEWS 10 121, O.C..
j
Dr. ALL WEL1DING OF LIGHT GAUGE STEEL SHALL CONFORM WITH REQUIREMENTS OF AW5 1)1.3
STRUCTURAL WELDING ..,ODE - SHETk-_T TTEEL", LATEST EDITION. USE 1/8 EoOXX I
ELECTRODE MINIMUM. MINIMUM.WELD THROAT THICKNE55 (T) MUST MATCH OR EXCEED THE
THICKNES5 OF THE. THINNEST CONN C.TE
E E D. SHEET.
E. IN WELDING, THE ZINC COATING ON STEEL FRAMING WILL BE BURNED AWAY, THEREFORE, A
ZINC RICH PAINT MUST BE APPLIED TO THE WELD AREA TO PROVIDE CORROSION
RESISTANCE.
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- Construction Solutions -USA, Inc.
303 E Altamonte Drive, Suite 101Q, Alurril Springs, FL 31701
Contractors License #CGC054044 QB26064
Phone 407-830-8844 Fax 407-830-8755
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cuetomer Name _
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Tyro e 8t Patricia Reddingc/o Bruce Scofield 407-330-9822
Job Addrv" Coli
186 Walnut Crust Run, Sanford, FL 32771 -..-__ 407687-7089 -
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Scopo of Work
1. Provide 2 @ 3 -way light Switches at 1st and 2nd floor ent, y doors tc' chair lift.
r 2. Remave dirnyall sections as necessary tQ make changes to `rarna v,xK as per plans,
_ 3. MaKe changes to ex1,5 in `harried shaft t4 conform with a(cilitactura, plans. T_ _
xistin ..
4. Install new dr}nvall and finish surface to ,naten a 9�
5. Paint all new and affect_d drrjwall surfaces to match exis"irg
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j 6. Pull necessary permits and inspections.
T%) total price for this work is fe ba �- -� Contract p6cQ
_ __ -.---_ $5,
3F3.Ot?
Three Hundted ;;lxty'-E: ht & G I-----------------------
To
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Flve Thousand 9 ._..__.
To be paid as fGIICWs:
Seo attached payment schedule'_All material is quwantead to be naw unless QU,ervlse spocififid. Ail work will be perforr,iod in a neat, arid 'hor,Kmanlike manner. Any
Cliarabon or deviation from the above specifications involving extra laovr andlo, materials costs will be performed only upon written order from the
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Customer or his agent and will become a:t extra charge over the herein agrocd anieuri., Agrstfnonts made with rt'Iech&nice o auboontr ..
not rocwio xed. No Statement arran4vrmnt or understanding, expressed or irrpliud no, rontained hetein wBl be recogn'zed. Matching existing
ruatt�i iW,i or flnlshes shall be limited to U$irg locally available stcck materials, Customer unde,stands and .accepts that there are lirnitatiuna to
mato'ning existing flniahes and that in many su.h occasions the differences bet+veen o!�i and n:rrfiniahea will bg plainly ✓dent
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AN P, a 4
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�,r'US7 NliftAC;PTANGE ts't' ii��rl ril,'i;t,�,c'lvt tl ,Ir:
WeF (-.)pQ5e to fumiah the material) and perform the'n'ork apecitied 'rho prres, specirwitions end Condit ons are 5ah9fsiatvey and are
the rspecified.
aoova in accordance wlLh the speciricat(ons about for the price har6in. hereby accepted. You ore zuttxx'z tc pt forrrl work as
This oroposal may be withdrawn if not accapte<.f 'within N days. I Understand that flnal payment is due Upon completion yr a 1 !"
_arvlc�. :h. rga A+il uo added monthly Until paid. if nut paid, i agree to
pay cost_, of culte• ivn. attomoy's fees 2nd wirt costs.
Construction Solutions -USA, Inc. AuPti rizecd Signature
By -- - Date dY "__4 Uat$ . .�
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07/1,9/2007
RONALD D. DEVLEN P.E.
FL. PROF. REG. NO. 49782
REVISIONS:
DATE:
01/19/0-1
SCALE:
A5 NOTED
DRAWN:
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APPROVED:
1�D D
JOB NO:
2001-11_'_3
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RONALD D. DEVLEN P.E.
FL. PROF. REG. NO. 497£32
REVISIONS
DATE:
01/19/01
SCALE:
A5 NOTED
DRAWN:
MMD
APPROVED:
RDD
JOB NO:
200-1-113
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RONALD D. DEVLEN. P.E.
FL. PROF. REG. NO. 49782
REVISIONS
------------
DATE:
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SCALE:
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DRAWN:
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APPROVED:
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JOB NO:
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