HomeMy WebLinkAbout173 Walnut Crest Run 06-3177 Porch roofCITY OF SANFORD PERMIT APPLWNTION
RECEIVED
Permit # :-_tom- Date: AUG7nn�
Job Address: /23 4, ,v- C�?�tiT /s✓• l rhN%` ��� �7/-- LUU
Description of Work: � �rv� `I otal,Square Footage Lf U
Historic District: —_- Zoning: __.__ Value of Work: $
Permit Type: I3uilding _ 1/ Electrical Mechanical-_ Plumbing__ Fire Sprinkler/Alarm -- Pool_
Electrical: New Service — # of AMPS .__ Addition/Altcration Change of Service ___ 'Temporary Pole
Mechanical: Residential Non -Residential Replacement NON (Duct Layout & Energy ( ate. Required)
Plumbing/ New Commercial: # of Fixtures _ # of Water & Sewer Lines H of Gas Litres—___
Plumbing/New Residential: H of Water Closets __.._.___ Plumbing Repair — Residential or CommercialOccupancy Type: Residential _)� Commercial _ Industrial
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: __ (FENIA form required)
Owners Name & Address: Z_L.2�_--
% Phone:
Contractor Name & Address:
State License Number:
Phone & Fax: t (J") 33Dµ_97T,r l -- Contact Person: i �2 ir' Cli4eeh, Phone:
Bonding Company:
Address:
Mortgage Lender:
Address: _ _ ---
Architect/F.ugineer: Phouc:
Address:_ (rk� r�Al h ^13�v (, �G' �ul� /. �•� 70�_ Fax:
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Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certiCy that no wottc or installation has comincnced prior to the
issuance of a permit and ttiat all work will be performed to meet standards of all laws regulating construction is this jurisdiction. t understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SlUNS, WELLS, POOLS, FURNACES; BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, ctc.
OWNER'S AFFIDAVIT: I certify that all ofthe foregoing airbrination is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURETO RECORD iA NOTICE OF COMMENCEMENT MAY RESUI: T IN YOUR PAYING
TWICE FOR IMPKOVEMENTS 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 govemmcutal entities such its water management districts, state agencies, or federal agencies.
Acceptance of pcmjt is verification that I will notify tire owner of the property of the requirements of Florida Licn Law, FS 713.
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Siguamre o
Agent's N nie , F c`Aty Ih;`'"`"`">^�'•�
Notary -State of 4� cow Dale
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(honer/Agent is -
Produced ID
APPROVALS: ZONII �
Special Conditions:
Rev 03/2006
FD:
Signature of Coalractar/Agent Date
Print Contractor/Agent's Ntmre
Signature of Notary -State of Florida Date
Contractor/Agent. is _—_ Personally Known to Me or
_ Produced ID qj 5,
_ ENG:
REAR ELEVATION
SCALE: 1 /4" = 1 '-O"
PARTIAL SIDE ELEV. (TYP)
SCALE: 114" = 1 '-O"
GENERAL NOTES:
1. STRUCTURE HAS BEEN DESIGNED FOR A 120 MILE PER HOUR DESIGN WIND SPEED IN ACCORDANCE WITH SECTION 1609 OF
THE 2004 FLORIDA BUILDING CODE, IMPORTANCE FACTOR = 1 .0, EXPOSURE = 'B', "ENCLOSED" STRUCTURE, INTERNAL PRESSURE
COEFFICIENTS = +/- 0. 18, WALL CdC = +23.2 PSF / -29.3 P5P, ROOF CwC - + 10.5 PSF / -34.7 PSF, OVERHANG C*C =
-30.6 PSF
2. DESIGN ROOF LIVE LOAD = 20 P5F
3. THE CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF
CONSTRUCTION. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL CONSTRUCTION AND ITS CONTENTS.
4. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL CONSTRUCTION RELATED MATERIALS, DEBRIS, WASTE, ETC.
5.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DAMAGE UNCOVERED DURING DEMOLITION AND PRIOR TO
ANY REPAIRS BEING ATTEMPTED ON THE UNCOVERED DAMAGE.
6.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY SITE CONDITIONS THAT DIFFER FROM THOSE SHOWN ON
THE DRAWING(5) THAT WOULD PRECLUDE THE REPAIRS BEING PERFORMED IN THE MANNER SHOWN ON THESE DRAWINGS.
7. PRIME, PAINT AND OTHERWISE FIN15H OFF ALL NEW CONSTRUCTION AND REPAIR AREAS TO MATCH EXISTING.
8 THE CONTRACTOR SHALL PROPERLY SHORE ALL EXISTING CONSTRUCTION PRIOR TO BEGINNING WORK IN ORDER TO PROVIDE A
STABLE AND SAFE WORK AREA AND TO PRECLUDE INDUCING ANY DEFLECTION INTO EXISTING OR NEW CONSTRUCTION.
FOUNDATIONS:
FOOTINGS HAVE BEEN DESIGNED FOR A MAXIMUM ALLOWABLE SOIL BEARING VALUE OF 2,000 PSF.
2. IN -PLACE SOILS TO BE UNIFORMLY COMPACTED AND TESTED TO ENSURE MINIMUM SOIL BEARING PRESSURE CAPACITY OF
2,000 PSF TO A DEPTH OF 2 FEET BELOW THE BOTTOM OF ALL FOOTINGS.
3. ANY ADDITIONAL FILL MATERIAL REQUIRED SHALL CON515T OF SOILS THAT CONTAIN NOT MORE THAN 1 2% OF FINES (SILT OR
CLAY PARTICLES) PASSING A NO. 200 SIEVE AND SHALL BE PLACED IN UNIFORM LAYERS NOT EXCEEDING 12.0 INCHES L005E.
EACH LAYER SHALL BE SYSTEMATICALLY AND UNIFORMLY COMPACTED IN THE MANNER AND TO THE DEGREE SPECIFIED FOR THE
IN -PLACE SOILS.
CONCRETE:
1. STRUCTURAL CONCRETE, INCLUDING FOOTINGS, SHALL CONFORM TO THE REQUIREMENTS OF ACI 3 18 AND SHALL ATTAIN A
MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS (f0 OF 3,000 PSI UNLESS OTHERWISE NOTED. CONCRETE FOR SLABS ON -GRADE
SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 2,500 PSI.
2. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES MAXIMUM AND I INCH MINIMUM EXCEPT FOR SLABS ON -GRADE
WHICH SHALL HAVE A MAXIMUM SLUMP OF 3 INCHES AND A MINIMUM OF I INCH.
3. ALL RFINFORCWG SHALL CONFORM TO A5TM A-(; 15 FOR GRADE 60 STEEL; WELDED WIRE ME5H TO ASTM A-185.
4. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS SUCH AS
PIPE SLEEVES, ANCHOR BOLTS, ETC., PRIOR TO PLACING CONCRETE.
5. #5 REINFORCEMENT POP, CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A PULL 30 INCH LAP. PROVIDE
CORNER BARS FOR EACH CONTINUOUS BAR, HAVING 30 INCH LEGS IN EACH DIRECTION.
G. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. START INITIAL
CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE SURFACE AFTER PLACING AND FINISHING. KEEP
CONTtNUOU5LY MOIST FOR NOT LE55 THAN 7 DAYS IN ACCORDANCE WITH ACI 301 PROCEDURES. PERFORM CURING OF THE
CONCRETE BY CURING AND SEALING COMPOUND, BY M0I5T CURING, BY MOISTURE RETAINING COVER CURING OR BY
COMBINATION THEREOF.
7. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR THE REINFORCEMENT:
A. CONCRETE CA57 AGAINST AND PERMANENTLY EXPOSED TO EARTH; 3 INCHES
B. CONCRETE EXPOSED TO EARTH OR WEATHER: #5 BARS AND SMALLER, 1-1/2 INCHES; #6 BARS AND LARGER, 2 INCHES
8. PITCH CONCRETE 5LAB5 AWAY FROM STRUCTURE TOWARD FREE DRAINAGE OR FLOOR DRAINS.
LUMBER:
1. ALL LUMBER SHALL BE SOUTHERN YELLOW PINE, GRADE #2, KD 19% OR BETTER (Fb FOR LUMBER SIZES NOTED TO BE IN
CONFORMANCE WITH VALUES LISTED IN THE NATIONAL FOREST PRODUCTS ASSOCIATION NATIONAL DESIGN STANDARD
SUPPLEMENT TABLE 413), AND SHALL CONFORM TO THE NATIONAL GRADING RULE FOR DIMENSION LUMBER, THE SOUTHERN PINE
IN5PECTtON BUREAU AND THE SOUTHERN FOREST PRODUCTS ASSOCIATION.
2. DO NOT SHIM ANY FRAMING COMPONENTS. DO NOT CUT ANY FRAMING MEMBER:) WITHOUT EXPRESS WRITTEN AUTHORITY
FROM THE ENGINEER. DO NOT CUT ANY TRUSSES UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS.
3. DO NOT LOCATE ANY HOLES CLOSER THAN FOUR (4) BOLT DIAMETERS FROM THE END OF ANY WOOD FRAMING MEMBER.
UNLESS SPECIFICALLY NOTED OTHERWISE.
4. ALL WOOD MEMBERS EXPOSED TO THE WEATHER OR IN CONTACT WITH THE GROUND, CONCRETE OR MA50NRY TO BE
PRESSURE TREATED.
5. PROVIDE SOLID BLOCKING AT ALL HIPS AND VALLEYS AND AS BEARING FOR INTERSECTION OF CONVENTIONAL FRAMING WITH
ROOF DECKING BELOW.
G. AT ALL GABLE END WALLS, USE MINIMUM 1 5/32" APA RATED C-D PLYWOOD AS COVERED IN P5 1, NAILED TO GABLE END WALL
FRAMING WITH 8d AT G" O.C. ALL SUPPORTED EDGES, 1 2" O.C. IN THE FIELD. FULL DEPTH BLOCKING SHALL BE PLACED AT ALL
PANEL JOINTS.
7. ALL ROOF SHEATHING TO BE MINIMUM 1 5/32" APA RATED C-D PLYWOOD AS COVERED IN P5 1, UNBLOCKED, NAILED TO ROOF
FRAMING U51NG 8d NAILS Qa 4"C. ALL SUPPORTED EDGES AND 1 2" O.C. IN THE FIELD.
8. NAII5 SHALL BE COMMON, RING OR SPIRAL SHANK, OR HOT DIPPED GALVANIZED.
9. ALL 51MP50N HURRICANE CONNECTORS W CONTACT WITH PRESSURE TREATED WOOD TO BE'ZMAX' QUALITY OR BETTER
UNLE55 THE PRESSURE TREATMENT 15 50DIUM BORATE (5BX), THEN STANDARD G90 QUALITY 15 ACCEPTABLE.
10 ALL FRAMING SHALL BE FASTENED IN ACCORDANCE WITH THE DETAILS AND SPECIFICATIONS PROVIDED ON THE DRAWINGS.
ALL CONNECTIONS NOT SHOWN SHALL BE IN ACCORDANCE WITH TABLE 2304.9. 1 OF THE FLORIDA BUILDING CODE.
ENGINEERED WOOD PRODUCTS:
1. ALL ENGINEERED WOOD PRODUCTS SHALL BE HANDLED, INSTALLED, BRACED AND MODIFIED (HOLES, SLOPE CUTS, ETC.) IN
STRICT CONFORMANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
2. ENSURE THAT ALL OF THE END BEARING REQUIREMENTS ARE MET AND ALL ANCILLARY COMPONENTS (WEB STIFFENERS,
5QUA5H BLOCKS, SHEAR BLOCKING, BEVEL BLOCKS, ETC.) ARE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS.
FASTENERS / ANCHORS:
1. POST -INSTALLED ANCHORS SHALL ONLY BE USED WHEN SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL CONTACT THE
ENGINEER OF RECORD PRIOR TO THE USE OF P05T-IN5TALLED ANCHORS FOR M15PLACED CAST -IN -PLACE ANCHORS AND/OR
EMBEDS. CARE SHOULD BE GIVEN TO AVOID CONFLICTS WITH EXISTING REPAR. HOLES SHALL BE PREPARED AND ANCHORS
SHALL 13E INSTALLED FOLLOWING THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AT NOT LE55 THAN MINIMUM EDGE
Dt5TANCE5 AND /OR SPACINGS AS INDICATED IN THE MANUFACTURER'S LITERATURE. UNLE55 SPECIFIED OTHERWISE, ANCHORS
SHALL BE EMBEDDED IN THE APPROPRIATE SUBSTRATE MATERIAL WITH A MINIMUM OF 8 TIMES THE DIAMETER OR THAT
EMBEDMENT REQUIRED TO SUPPORT THE INTENDED LOAD DEMAND. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN
TH05E L15TED BELOW, SHALL BE SUBMITTED TO THE ENGINEER WITH CALCULATIONS THAT ARE PREPARED 4 SEALED BY A
REGISTERED PROFESSIONAL ENGINEER SHOWING SUBSTITUTED PRODUCT CAN ACHIEVE AN EQUIVALENT CAPACITY USING THE
APPROPRIATE DESIGN PROCEDURE AS REQUIRED BY THE BUILDING CODE. CONTACT 51MP50N STRONG -TIE AT (500) 999-5099
FOR PRODUCT RELATED QUESTIONS AND AVAILABILITY.
1.) EXPANSION ANCHORS: ACCEPTABLE PRODUCT AND MANUFACTURER ARE: A.) "WEDGE -ALL" BY 51MP50N STRONG -TIE
2.) ADHESIVE ANCHOR5: ACCEPTABLE PRODUCTS AND MANUFACTURER ARE: A.) "ACRYLIC -TIE" OR "5ET EPDXY -TIE" BY 51MP50N
STRONG -TIE
3.) SCREW ANCHORS: ACCEPTABLE PRODUCT AND MANUFACTURER ARE: A.) " fITEN HD" BY 51MP50N STRONG -TIE
4.) "CRACKED CONCRETE" MECHANICAL ANCHORS (DESIGNED PER ACI315-02 APPENDIX D): ACCEPTABLE PRODUCT AND
MANUFACTURER ARE: A.) "STRONG -BOLD" BY SIMPSON STRONG -TIE
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VICINITY MAP
N,T.S.
173 WALNUT CRE5T RUN, 5ANFORD
LOCATION MAP
N .T.5.
PLANS REVIEWED
CITY OF SANFORD
OFFICE
PERMIT #_
WALTER T. HOIZ, P,
#21305
DATE: -1
MIKE TANNOU5 ENGINEERING, INC.
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Date: 05-22-OG
Job#: OG-3G7
Sheet
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Mike Tannou5 Engmeenng, Inc
OG122/06 2:00 PM
5-1_CLARK RES
EX. FIRST FLOOR WALLS NOM. 4 X4 P05T W/ 51MP50N ADU44 OYP)
CONT. 2 X 5 LEDGER
_..�.. ! 0'-0" (KEF) 16" DEEP FTG Wl #5 @ 10" O.C.,E.W. O 2 EX WALL �UD AT
5IMP50N L5U2G GW)
15" X 3G" X I G" D FTG W/ #5 @ 10" _ 2 X G RAFTER @ 24" O.C.
O.C.. E.W. (TYP, SEE DETAIL 4/2)
81-0" 8'-0" 81-011 �'-01I 1-011 -
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FOUNDATION PLAN ALE ; " _ , '-o" SCALE : I - ! 2" = I '-o"
SCALE: I /4" = 1 '-0"
2 SC 3/4 /
EX. SECOND
FLOOR WALLS
7
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RAFTER
0 24 O.C. (2) 2 X 10 BEAM (TYP)
P05T ONLY10 OVER 4 X 4
ROOF TRU55 MIT)
__-_._ (2) 1 /2" 0 X 8" LAG SCREWS C'
SINK HEAD (TYP)
2 X 4 BLOCKING FIRST (4) (2) 2 X 10 P.T. BEAM W/ 1/2" PLYWOOD FLITCH NAILED
FRAMING SPACES (TYP) 2 TOGETHER W/ (1) ROW OF I Gd @ 1 2" O.C. (TYP) SPLICE
2 OVER 4 X 4 POST ONLY
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ROOF FKAM I NG PLAN
(2) 51MP50N L5TA 18 EACH
SCALE . 1 /4" = I '-O"
END OF EACH BEAM (TYP) 6`
DOUBLE 2 BY BRACE W/
wJl� � � `t �C C R2' - 8 1 /4" RADIUS AS SHOWN (TYP)
c(O Selz -.7
NOM 4 X4 P.T. POST —``�`
(2) 1 /2" 0 THRU BOLTS,
INSTALL 1 5# FELT AND GALV. FLASHING ALONG JUNCTURE OF NEW 51MP50N ABU44 (TYP) NUTS * W5HK5, C'
ROOF WITH EX. WALL IN ACCORDANCE WITH N RCA STANDARDS 51 N K HEAD AND NUT
NEW TRUSS (fYP)\0 *� ,\
EX. WALL �\ °
MIN. 1 5/32" PLYWOOD, k v-
CD PS- I NAILED W/ 8d @ a
A.F.F.ep
EX. FLOOR 4 , 1 O.C. ALL SUPPORTED EDGES2 / O.C. FIELD _ ° T
12 SHINGLES TO MATCH EXISTING �' v 4 °
3 51 M P50N H 2.5 (TYP
DRIP EDGE FLASHING (TYP)
3 f 5UBFASCIA, FASCIA TO MATCH EX.
A. F. F.
3'-0"
2 PLANS REVIEWED
(2) P.T. 2 X 10 BEAM W/
1 /2" PLYWOOD FLITCH (TYP) CITY OF SANFORD
EX. CMU WALL MIN. 15/32" PLYWOOD, CD,
P5- 1 / P5-2, NAILED W/ 8d
@ G" O.C. ALL SUPPORTED 51MP50N LSTA 18 (TYP)
EDGES, 12" O.C. FIELD NOM. 4 X 4 P.T. POST (TYP)
(--� TYP . B fZACE DETAIL
2 SCALE : 3/4" = I '-o"
r2--�T`YfD. R00 F SECTION HALTER T. HOLZ, E.
#21308
2 SCALE : 3/5" = 1 '-0" DATE: 1
MIKE TANNOUS ENGINEERING, INC.
Mike Tannous Engineering, Inc 09/05/05 2:00 PM CLARK RES
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Date: 10-31-05
Job#: OG-3G7
Sheet
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