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Home My WebLink About173 Walnut Crest Run (2)CI'T'Y OF SANFORD PERMIT APPLWNTION RECEIVED Permit # :-_tom- Date: AUG7nn� Job Address: /23 4,47,v-2 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-_ Ptumbing ___,^_ Fire Sprinkler/Alarm -- Pool_ Electrical: New Service — # of AMPS .__ Addition/Altcration Change of Service ___ 'Temporary Pole Mechanical: Residential Non -Residential Replacement NO+ (Duct Layout & Energy ( ate. Required) Plumbing/ New Commercial: # of Fixtures _ # of Water & Sewer Lines H of Lias 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_97``,� 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: a Application is hereby made to obtain a permit to do the work and installations as indicated. l 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, HEA'T'ERS, 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 the owner of the property of the requirements of Florida Licn Law, FS 713. S'L/ lure of Print t Siguamre o Agent's N nie , F c`Aty Ih;`'"`"`">^�'•� Notary -State oto 4� cow Dale ✓d!✓�.1 ;A ;1:' CC�OQ00\\ (honer/Agent is - Produced ID APPROVALS: ZONA � 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: Mike Tannou5 Engmeenng, Inc REAR ELEVATION SCALE: 1/4" = 1'-0" PARTIAL SIDE ELEV. (TYP) 06/22/06 2:00 PM SCALE: 114" = 1'-0" 5 -1 -CLARK RES 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 C4C - + 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 OTHERW15E 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 12% 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 POR 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 M015T 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 (ft? 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 6" O.C. ALL SUPPORTED EDGES, 12' 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 12' 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 REBAR. 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 (800) 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 .. *",Pater -11$"1701 Fi,"a&i ,pp NAZI t S $ 1 Laky I�tFF1rtWC ��a, 1 .. Ch ell S)` r� } Iowa Air i /"w✓ YYw R r p !ar .x x46 st WIN Ist k� .. r W 4th St > W 6th st d F Jewett 0W 8rh moi( s 3th;3t; NA VICINITY MAP N,T.S. 173 WALNUT CRE5T RUN, 5ANFORD LOCATION MAF' N .T.5. PLANS REVIEWED CITY OF SANFORD OFFICE PERMIT #_ WALTER T. HOIZ, P, #2!308 DATE: -1 MIKE TANNOU5 ENGINEERING, INC. Cy: JG Date: 05 -22 -OG Job#: OG -3G7 Sheet of 2 �9 a0 N m � 1 M � � O IIS LLJ C�7 U i u. L Lu W 1� 1 C] Ce.f w LJ m 0 w_ Cti Cy: JG Date: 05 -22 -OG Job#: OG -3G7 Sheet of 2 EX. FIRST FLOOR WALLS NOM. 4 X4 P05T W/ 51MP50N ADU44 (TYP) CONT. 2 X 8 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 412) 81-0" 8'-0" 81-011 �'-01I 1-011 - or 0 0 FTG ! '-G" I '-G" 311 1 I4 2 1311 of 40'-0" 4 4 X 4 P.T. P05T (TYP) ®® FOUNDATION PLAN NORT�r4---�TYF. FAD E(-3--�ATTACMIVIENTTG. DETAIL ALE ; " _ , '-o" SCALE : I - ! 2" = 1'-0" SCALE: I /4" = 1 '-0" 2 SC 3/4 / EX. SECOND FLOOR WALLS 7 p 2XGKOOF RAFTER 0 24 O.C. (2) 2 X 10 BEAM (TYP) OST ONLY10 OVER 4 X 4 ROOF TRU55 MIT) __-_._ (2) 112" 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 @ 12" O.C. (TYP) SPLICE 2 OVER 4 X 4 POST ONLY 00 ROOF FKAM I NG PLAN (2) 51MP50N L5TA 18 EACH SCALE . 114" = 1'-0" END OF EACH BEAM (TYP) 6` DOUBLE 2 BY BRACE W/ wJl� � � `t �C C R2' - 8 1/411 RADIUS AS SHOWN (TYP) c(O Selz -.7 NOM 4X4 P.T. POST —``�` (2) 112" 0 THRU BOLTS, INSTALL 15# FELT AND GALV. FLASHING ALONG JUNCTURE OF NEW 51MP50N ABU44 (TYP) NUTS * W5HK5, C' ROOF WITH EX. WALL IN ACCORDANCE WITH N RCA STAN DARDS 51 N K HEAD AND NUT NEW TRUSS (fYP)\0*� ,\ EX. WALL �\ ° MIN. 15/32" 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 H2.5 (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) C'IT'Y 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" = 1'-0" r2--�T`YfD. R00 F SECTION HALTER T. HOLZ, E. #21308 2 SCALE : 3/8" = P-0" DATE: 1 MIKE TANNOUS ENGINEERING, INC. Mike Tannous Engineering, Inc 09/05/05 2:00 PM CLARK RES Wz o V o� 0 Z o Q UJ o cn r) Qn 0 z LUC W = V z R/ s,z Cz o- Q 0 ry -.JQm By: JG Date: 10-31-05 Job#: OG -3G7 Sheet 2 of z m z G 0 z � � z m ca 0 Wz o V o� 0 Z o Q UJ o cn r) Qn 0 z LUC W = V z R/ s,z Cz o- Q 0 ry -.JQm By: JG Date: 10-31-05 Job#: OG -3G7 Sheet 2 of