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HomeMy WebLinkAbout1920 Palmetto Avea. ,7 CITY OF SANFORD BUILDING & FIRE PREVENTION a' PERMIT APPLICATION Application No: �/ �' J Documented Construction Value: S 1,57 000 Job Address: �Z ZC� —s -J�'L f ivy .x �-t Historic District. Yes ❑ No L"J Parcel ID: Residential M Commercial ❑ Type of Work: New L-1 Addition ❑ Alteration ❑ .Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: < L11 �P r1( I %1A', r Plan Review Contact Person: IM 1 G f t p T c r) <rP Title: Phone: Lich") Fax: Email: Property Owner Information Name 114 1 % PaJotPhone: X11 °4 q 2 q Street: /o/ pa ��e lei"�� fl �� Resident of property? Ile ,.ter ;.•„ r ,. City, State Zip: -5 C" n -rcr Name Street: City, State Zip: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Name: IP- V e- ( Dh./ Phone: Street: z/D Z City, St, Zip: —5- cL �t � �.� � i 3:2 7 Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: 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. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has connnenced prior to the issuance of a permit and that all work will be pertormed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secure([ for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that (late: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application U 5NMR A. STRUCTURAL_ WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 5TH EDITION (2014), AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS. B. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS BEFORE PROCEEDING WITH THE WORK. C. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETE DESIGN OF THE STRUCTURE. THEY DO NOT INDICATE THE METHODS OF CONSTRUCTION UNLESS 50 STATED OR NOTED. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE WORKMEN OR OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR EARTH BANKS, FORMS, SCAFFOLDING, PLANKING, SAFETY NETS, SUPPORT AND BRACING FOR CRANES AND GIN POLES. D. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION GRACING AND SHORING OF ALL STRUCTURAL MEMBERS AS REQUIRED FOR STRUCTURAL STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY CONDITION WHICH, IN HIS OPINION, MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE ID15TRESS IN THE STRUCTURE. E. CONSTRUCTION MATERIALS SHALL NOT BE STACKED ON FLOORS OR ROOFS IN EXCE55 OF THE DESIGN LIVE LOADS WHICH ARE INDICATED IN THE GENERAL NOTES_ IT 15 THE GENERAL CONTRACTOR'S RESPONSIBILITY TO INSURE THAT THE SUBCONTRACTORS ARE INFORMED AND DO NOT VIOLATE THIS IMPORTANT REQUIREMENT. IMPACT SHALL BY AVOIDED WHEN PLACING MATERIALS ON FLOORS OR ROOFS. F. PLANS, SECTIONS AND DETAILS ARE NOT TO E3E SCALED FOR DETERMINATION OF QUANTITIES, LENGTHS OR FIT OF MATERIALS. G. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR M15CELLANEOUS STEEL ITEMS NOT SHOWN HEREIN. H. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS AND ROOF WITH PLUMBING, MECHANICAL AND ELECTRICAL REQUIREMENTS. I. FOR ACTUAL ELEVATION OF FIRST FLOOR EL. 100'-0", SEE 51TE PLAN. J. SUBMIT WRITTEN REQUEST TO THE ENGINEER FOR APPROVAL OF ANY PROPOSED CHANGE TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. SPLICING, CUTTING, NOTCHING OR OTHER ALTERATIONS TO STRUCTURAL MEMBERS ARE NOT PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE STRUCTURAL ENGINEER. ANY UNAUTHORIZED DEVIATION FROM THE CONTRACT DOCUMENTS, AND CORRECTION THEREOF, 15 THE RESPONSIBILITY OF THE CONTRACTOR_ K. THE MOST STRINGENT REQUIREMENTS APPLY IN CASE OF CONFLICT BETWEEN SPECIFICATIONS, STANDARDS, CODES AND DRAWINGS. SIM A. DESIGN DATA 1. ROOF DEAD LOAD .......... 15 PSF 2. ROOF LIVE LOAD ....... 20 PSF B. WIND LOADS THIS STRUCTURE HAS BEEN DESIGNED FOR WIND LOADS IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE, 5TH EDITION (2014) AND ASCE-1 AS FOLLOWS: RISK CATEGORY .......... CATEGORY I ULTIMATE DESIGN WIND SPEED .......... 129 MPH (3 -SECOND GUST) NOMINAL DESIGN WIND SPEED .......... 100 MPH EXPOSURE CATEGORY .......... B BUILDING CLASSIFICATION ENCLOSED INT. PRESSURE COEFF. (+/-) 0.18 CHIS STRUCTURE (R15< CATE=GORY I AND LANDWARD OF THE 7,OUNTOUR LINE) IS NOT IN THE WIND-F3ORNF DEBRIS REGION C. NOMINAL DESIGN WIND PRESSURES (COMPONENTS AND CLADDING): H 1. A = 3'- 0' H=12'-0' 2. PRESSURES SHOWN ARE APPLIED NORMAL TO THE SURFACE. 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARDS AND AWAY FROM THE SURFACES, RESPECTIVELY. 4. FOR EFFECTIVE WIND AREAS BETWEEN THOSE GIVEN, VALUE MAY BE INTERPOLATED, OTHERWISE USE THE VALUE AS50CIATED WITH THE LOWER EFFECTIVE WIND AREA. NET RAFTER UPLIFT = 0.6 D + W (PSF): (D = 10 PSF, W = GROSS PER TABLE) ZONE I: -10.4 PSF ZONE 2: -22.6 P5F.... :LONE 3: -363 PSF OUNDATIOILS A. THESE PARAMETERS HAVE BEEN ASSUMED FOR THIS SITE: ALLOWABLE SOIL BEARING PRESSURE ..... _ _ _ _ . _ . 2000 PSF MODULUS OF 5UB-GRADE, "K" ..................... 150 PGI P. ANY FILL REQUIRED TO BACKFILL EXCAVATED AREA OR ACHIEVE FIN15HED GRADE IN STRUCTURAL AREAS SHALL BE INORGANIC, NON -PLASTIC GRANULAR SOIL (CLEAN SANDS). THE FILL SHALL BE PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHES LOOSE THICKNESS, AND COMPACTED TO A MINIMUM OF '35% OF THE SOIL'S MODIFIED PROCTOR MAXIMUM DRY DENSITY A5 DETERMINED BY ASTM SPECIFICATION D-1557. IN-PLACE DENSITY TESTS SHALL BE PERFORMED ON EACH LIFT BY AN EXPERIENCED ENGINEERING TECHNICIAN TO VERIFY THAT THE REQUIRED DEGREE OF COMPACTION HAS F3EEN ACHIEVED_ A SOIL COMPACTION TEST SHALL EBE PERFORMED IN EVERY SPREAD FOOTING PAD 5U5 -GRADE. C. CAUTION SHOULD BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR THE EXISTING STRUCTURE TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. D. SOIL PRESSURES IMPOSED ON FINAL PREPARED FOUNDATION STRATA SHALL NOT EXCEED SPECIFIED ALLOWABLE, INCLUDING ALL SPECIFIED DEAD AND LIVE LOADS. E. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. F. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE, UNLE55 NOTED OTHERWISE. G. BACKFILL AGAINST A WALL SHALL BE PLACED EVENLY ON 50TH SIDES OF THE WALL, UNLESS THE WALL IS FULLY BRACED BY THE CONTRACTOR FOR LATERAL PRESSURE. SUCH BRACING, INCLUDING ITS DESIGN, 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL REMAIN IN PLACE UNTIL AFTER THE FLOOR SLAB OR OTHER STRUCTURAL ELEMENT BRACING THE WALL HAS BEEN CONSTRUCTED TO THE SATISFACTION OF THE ARCHITECT. A. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT (28) DAYS: SLAB ON GRADE, FOOTINGS, ELEVATED SLAB ...... . ........ 3000 PSI CAST -IN-PLACE CONCRETE SHALL MEET THE FOLLOWING MATERIAL REQUIREMENTS: I. CEMENT: USE DOMESTIC PORTLAND CEMENT 2. FINE AGGREGATE: CLEAN SAND 3. COARSE AGGREGATE: CLEAN LIME STONE, SIZE 57, EXCEPT FOR FILL CELLS, WHICH SHALL BE 51ZE 8. 4. NO CALCIUM CHLORIDE SHALL BE USED. 5_ ALL CONCRETE SHALL HAVE A SLUMP OF 4', PLUS OR MINUS 1', AND HAVE 2% TO 49. AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 'C. CONCRETE MIX DE51GN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301, CHAPTER 3, METHOD I OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRE BY CHAPTER 5, SECTION 53 OF THE LATEST EDITION OF AGI 318. D. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL, CONFORMING TO ASTM A-/615 GRADE 60- E. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. W.W.F. SHALL BE LAPPED AT LEAST 8' AND CONTAIN AT LEAST (1) CROSS WIRE WITHIN THE 8". F. FIBER -REINFORCED CONCRETE 15 AN ACCEPTABLE ALTERNATIVE TO WELDED WIRE FABRIC. REINFORCED CONCRETE FIBERS SHALL BE 100% VIRGIN POLYPROPYLENE FIBRILLATED FIBERS, AS MANUFACTURED BY FIF3ERME5H CO. (NO SUBSTITUTION PERMITTED), APPLIED AT THE RATE OF 3.0 1-65. PER CY. G. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318 LATEST EDITION, AND '5PECIFICATIONS FOR 5TRUCTURAL CONCRETE FOR 5UILDINCxS', ACI 301. H. ALL REINFORCING DETAILS SHALL CONFORM TO 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', AGI 315 LATEST EDITION, UNLE55 DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. I. CONTRACTOR SHALL REVIEW ELECTRICAL, MECHANICAL AND PLUME31NG REQUIREMENTS FOR SIZE AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRE5510N5, SLOPES, ETC., AS REQUIRED BY OTHER TRADES. THESE ITEMS SHALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. J. WHERE E3AR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, 15 NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP 5AR5 OF BEAMS AND AT SLAB EDGES, UN_O_ K CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC -TIPPED OR STAINLESS STEEL. L. THE FOLLOWING MINIMUM CONCRETE COVER 15 TO BE PROVIDED FOR REINFORCEMENT: 3' CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 2' CONCRETE EXPOSED TO EARTH OR WEATHER, 116 THROUGH #18 BARS. 1 1/2' CONCRETE EXPOSED TO EARTH OR WEATHER, 05 BAR AND SMALLER - 1 1/2' CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH FOR THE PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS IN 5EAM5 AND COLUMNS. 3/4" CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH EARTH FOR 5LAE35, WALLS AND JOISTS, 011 BAR AND SMALLER. M. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED_ N. MINIMUM LAP SPLICES ON ALL REINFORCING PAR SPLICES SHALL PE PER THE FOLLOWING TABLE, EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. FOR BEAMS AND ELEVATED SLAPS, LAP E30TTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN, U.N.O. REINFORCING - LAP LENGTHS DrEeIGN WIND PRESSURES (PSF): COMPONENTS AND CLADDING FOR NOMINAL WIND SPEED (,QS®) 03 #4 EFFECTIVE #0 ROOF 12 FT. WALLS AREA (SF) ZONE I ZONE 2 ZONE 3 56' ZONE 4 ZONE 5 0 TO 19.99 10.4 / -16.4 10.4 / -28.6 10.4 / -42.3 43' 18.0 / -19.5 18.0 / -24.0 20 TO 49.99 10.0 / -11-1-1.0 10.0 / -26.3 10.0 / -39.6 BLOCK 1-1.2 / -18.1 1-1.2 / -22.4 50 TO 99.99 10.0 / -15.4 loo/ -23.3 10.0 / -35.9 E3TJ 16.1 / -1-1.6 16.1 / -20.3 00 ANDOVE 10.0/-14.9 10.0/-21.0 10.0/-33.2 CONCRETE COLUMN 15.3/-16.8 15.3/-10A NET RAFTER UPLIFT = 0.6 D + W (PSF): (D = 10 PSF, W = GROSS PER TABLE) ZONE I: -10.4 PSF ZONE 2: -22.6 P5F.... :LONE 3: -363 PSF OUNDATIOILS A. THESE PARAMETERS HAVE BEEN ASSUMED FOR THIS SITE: ALLOWABLE SOIL BEARING PRESSURE ..... _ _ _ _ . _ . 2000 PSF MODULUS OF 5UB-GRADE, "K" ..................... 150 PGI P. ANY FILL REQUIRED TO BACKFILL EXCAVATED AREA OR ACHIEVE FIN15HED GRADE IN STRUCTURAL AREAS SHALL BE INORGANIC, NON -PLASTIC GRANULAR SOIL (CLEAN SANDS). THE FILL SHALL BE PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHES LOOSE THICKNESS, AND COMPACTED TO A MINIMUM OF '35% OF THE SOIL'S MODIFIED PROCTOR MAXIMUM DRY DENSITY A5 DETERMINED BY ASTM SPECIFICATION D-1557. IN-PLACE DENSITY TESTS SHALL BE PERFORMED ON EACH LIFT BY AN EXPERIENCED ENGINEERING TECHNICIAN TO VERIFY THAT THE REQUIRED DEGREE OF COMPACTION HAS F3EEN ACHIEVED_ A SOIL COMPACTION TEST SHALL EBE PERFORMED IN EVERY SPREAD FOOTING PAD 5U5 -GRADE. C. CAUTION SHOULD BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR THE EXISTING STRUCTURE TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. D. SOIL PRESSURES IMPOSED ON FINAL PREPARED FOUNDATION STRATA SHALL NOT EXCEED SPECIFIED ALLOWABLE, INCLUDING ALL SPECIFIED DEAD AND LIVE LOADS. E. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. F. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE, UNLE55 NOTED OTHERWISE. G. BACKFILL AGAINST A WALL SHALL BE PLACED EVENLY ON 50TH SIDES OF THE WALL, UNLESS THE WALL IS FULLY BRACED BY THE CONTRACTOR FOR LATERAL PRESSURE. SUCH BRACING, INCLUDING ITS DESIGN, 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL REMAIN IN PLACE UNTIL AFTER THE FLOOR SLAB OR OTHER STRUCTURAL ELEMENT BRACING THE WALL HAS BEEN CONSTRUCTED TO THE SATISFACTION OF THE ARCHITECT. A. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT (28) DAYS: SLAB ON GRADE, FOOTINGS, ELEVATED SLAB ...... . ........ 3000 PSI CAST -IN-PLACE CONCRETE SHALL MEET THE FOLLOWING MATERIAL REQUIREMENTS: I. CEMENT: USE DOMESTIC PORTLAND CEMENT 2. FINE AGGREGATE: CLEAN SAND 3. COARSE AGGREGATE: CLEAN LIME STONE, SIZE 57, EXCEPT FOR FILL CELLS, WHICH SHALL BE 51ZE 8. 4. NO CALCIUM CHLORIDE SHALL BE USED. 5_ ALL CONCRETE SHALL HAVE A SLUMP OF 4', PLUS OR MINUS 1', AND HAVE 2% TO 49. AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 'C. CONCRETE MIX DE51GN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301, CHAPTER 3, METHOD I OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRE BY CHAPTER 5, SECTION 53 OF THE LATEST EDITION OF AGI 318. D. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL, CONFORMING TO ASTM A-/615 GRADE 60- E. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. W.W.F. SHALL BE LAPPED AT LEAST 8' AND CONTAIN AT LEAST (1) CROSS WIRE WITHIN THE 8". F. FIBER -REINFORCED CONCRETE 15 AN ACCEPTABLE ALTERNATIVE TO WELDED WIRE FABRIC. REINFORCED CONCRETE FIBERS SHALL BE 100% VIRGIN POLYPROPYLENE FIBRILLATED FIBERS, AS MANUFACTURED BY FIF3ERME5H CO. (NO SUBSTITUTION PERMITTED), APPLIED AT THE RATE OF 3.0 1-65. PER CY. G. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318 LATEST EDITION, AND '5PECIFICATIONS FOR 5TRUCTURAL CONCRETE FOR 5UILDINCxS', ACI 301. H. ALL REINFORCING DETAILS SHALL CONFORM TO 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', AGI 315 LATEST EDITION, UNLE55 DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. I. CONTRACTOR SHALL REVIEW ELECTRICAL, MECHANICAL AND PLUME31NG REQUIREMENTS FOR SIZE AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRE5510N5, SLOPES, ETC., AS REQUIRED BY OTHER TRADES. THESE ITEMS SHALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. J. WHERE E3AR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, 15 NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP 5AR5 OF BEAMS AND AT SLAB EDGES, UN_O_ K CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC -TIPPED OR STAINLESS STEEL. L. THE FOLLOWING MINIMUM CONCRETE COVER 15 TO BE PROVIDED FOR REINFORCEMENT: 3' CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 2' CONCRETE EXPOSED TO EARTH OR WEATHER, 116 THROUGH #18 BARS. 1 1/2' CONCRETE EXPOSED TO EARTH OR WEATHER, 05 BAR AND SMALLER - 1 1/2' CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH FOR THE PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS IN 5EAM5 AND COLUMNS. 3/4" CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH EARTH FOR 5LAE35, WALLS AND JOISTS, 011 BAR AND SMALLER. M. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED_ N. MINIMUM LAP SPLICES ON ALL REINFORCING PAR SPLICES SHALL PE PER THE FOLLOWING TABLE, EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. FOR BEAMS AND ELEVATED SLAPS, LAP E30TTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN, U.N.O. REINFORCING - LAP LENGTHS BAR 51ZE 03 #4 #5 #0 #� 12 FT. TOP BAR 24' 32' 40' 48' 56' COARSE AGGREGATE IS SPECIFIED BOT BAR 18' 25" 31" 31' 43' BOTTOM OF k TOP BAR 15 DEFINED AS ANY HORIZONTAL PAR WITH 12" OR MORE OF CONCRETE PLACED BELOW THE PAR O. THE MAXIMUM SPACING OF SLAB CONTROL/CONSTRUCTION JOINTS SHALL PE AS SHOWN IN THE FOLLOWING SCHEDULE (UNLESS NOTED OTHERWISE ON THE FOUNDATION PLANS): CONTROL JOINT SPACING SLAB THICKNESS (IN.) AGGREGATE SIZE LESS THAN 3/4' GREATER THAN 3/4' *f 4 IN, 8 FT. 12 FT. 5 IN. 10 FT. 13 FT. 6 IN. 12 FT. 15 FT. COARSE AGGREGATE IS SPECIFIED THE MAXIMUM ASPECT RATIO (L/W) FOR CONTROL/CONSTRUCTION JOINTS SHALL BE 1.25, WOOD P/__\f N A. ALL SOLID SAWN (55) FRAMING LUMBER TO BE A5 FOLLOWS: I. RAFTERS/JOISTS........... . .......................... #2 5YP 2. WALL PLATES ........................................ .1*2 SYP, U.N.O. 3. WALL HEADERS.......................................#2 5YP 4. WALL STUDS..........................................#2 SYP, U.N.O. B. ALL ENGINEERED WOOD PRODUCTS (EWP) TO BE AS FOLLOWS: I. ALL STRUCTURAL COMP051TE LUMBER (SCL) TO BE PROVIDED BY TRU5JOIST OR EQUIVALENT. a. BEAMS b. COLUMNS 1-51- - 1.55E LSL - 1.3E LVL - 1.9E LVL - 1.8E P5L - 2.0E 2. ALL I -JOISTS TO BE PERFORMANCE RATED I -JOISTS (PRI) 40, UN_O. 3. ALL EWP TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. C. ALL SHEATHING TO BE AS FOLLOWS: 1. ALL SHEATHING TO BE APA OR TECO RATED. 2. ALL ROOF/FLOOR SHEATHING TO BE ORIENTED PERPENDICULAR TO SUPPORTS. 3. NOMINAL PANEL THICKNESSES SPECIFIED ON PLAN TO BE AS FOLLOWS: a. 1/16' - .42-l' THICKNESS - 24/0 SPAN RATING b. 15/32" - .469" THICKNESS - 24/16 SPAN RATING c. 19/32' - .594" THICKNESS - 32/16 SPAN RATING d. 23/32" - .719" THICKINESS - 48/24 SPAN RATING D. ALL ATTACHMENTS SHALL BE AS INDICATED IN FPC TAF3LE 2304.9.1, U.N.O. E. METAL CONNECTORS TO BE PROVIDED BY SIMPSON STRONG -TIE. REFER TO 2013-2014 SIMPSON WOOD CONSTRUCTION CONNECTORS CATALOG FOR ADDITIONAL INFORMATION. ALTERNATE CONNECTORS WITH EQUIVALENT OR HIGHER LOADS MAY BE USED IN LIEU OF SPECIFIED COMPONENTS_ F. ALL NAILS SHALL BE 'COMMON", U.N.O. NAIL SIZES TO BE A5 FOLLOWS: I. 8d - .131' x 2 1/2' 2. 10d - .140' x 3' 3.12d - .148' x 3 1/4' 4. 16D - .162" x 3 1/2' HA7 H INS A. PLYWOOD ROOF SHEATHING: ROOF DECK SHALL BE -1/16' 055, EXPOSURE I, APA RATED 24/16 OR 15/32' PLYWOOD, EXP05URE I, GRADE C -D, APA RATED 32/16, SPECIFIC GRAVITY = 0.49 OR GREATER. ALL END JOINTS SHALL BE STAGGERED 1/2 PANEL LENGTH IN ALTERNATING ROWS. LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING. FASTENERS FOR THE ROOF SHEATHING SHALL BE AS FOLLOWS: MINIMUM 8d RING SHANK NAILS 6' O.C. ALONG FDGES AND FLOCKING, AND MINIMUM ad RING SHANK NAILS 12' O.G. ALONG, INTERMEDIATE SUPPORT. B. PLYWOOD WALL SHEATHING WALL SHEATHING SHALL BE 1/16' OSB, EXPOSURE I, APA RATED 24/16 OR 15/32' PLYWOOD, EXPOSURE 1, GRADE C -D, APA RATED 24/16. ALL END JOINTS SHALL BE STAGGERED 1/2 PANEL LENGTH IN ALTERNATING ROWS, LONG DIMEN51ON SHALL BE PERPENDICULAR TO FRAMING, FASTENERS FOR THE WALL SHEATHING SHALL BE AS FOLLOWS: MINIMUM ad NAILS 6' O.C. ALONG EDGES AND BLOCKING, AND MINIMUM 8d NAILS 12' O.G. ALONG INTERMEDIATE SUPPORT. Drvl®LITfOIC NOS' A. THE CONTRACTOR SHALL VERIFY AND E3E RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE SITE:, INCLUDING, BUT NOT LIMITED TO, EXISTING PIPES, UTILITIES, POWER LINES, FTC., AND SHALL NOTIFY THE OWNER OF DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS, BEFORE PROCEEDING WITH THE WORK A. ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE LUMBER EXPOSED TO WEATHER OR IN DIRECT GROUND CONTACT (DECK/BALCONY BOARDS, JOISTS, POSTS, ETC.) SHALL BE PRESSURE PRESERVATIVE TREATED TO A LEVEL RATE=D FOR THE SPECIFIC APPLICATION. BORATE -TREATED WOOD SHALL NOT BE USED AS/FOR STRUCTURAL MEMBERS EXPOSED TO WEATHER OR IN DIRECT GROUND CONTACT, UNLESS SPECIFICALLY RATED BY THE MAUFACTURER/TREATER AS ADEQUATE FOR THE USE. B. ALL INTERIOR WOOD BASED MEMBERS IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE PRESERVATIVE TREATED TO RESIST DECAY. C. ALL METAL FASTENERS AND CONNECTORS EXPOSED TO WEATHER OR IN CONTACT WITH CORROSIVE MATERIALS (ACO, CA -P, CBA -E, ETC.) SHALL BE 7 -MAX COATED, HOT DIPPED GALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFACTURER FOR COMPATIBILITY WITH THE APPLICATION. THE E=XTERIOR APPLICATION OF ANY MATERIAL TREATED WITH A PRESSURE PRESERVATIVE CONTAINING AMMONIA SHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. THE USE OF ANY MATERIAL TREATED WITH THE PRESSURE PRESERVATIVE ACZA SHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. D. STAINLE55 5TEEL AND ZINC -PLATED (Z -MAX, HDG, ETC.) FASTENERS AND CONNECTORS MAY NOT BE COMBINED. USE ONLY STAINLESS STEEL FASTENERS WITH STAINLESS STEEL CONNECTORS. USE ONLY ZINC -PLATED FASTENERS WITH ZING -PLATED CONNECTORS. E. REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD BASED AND METAL PRODUCTS USED IN OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS OR APPLICATIONS IS NECESSARY FOR CONTINUED LONG-TERM SATISFACTORY PERFORMANCE. INDEX ®P TRU TU A�. DRAW f NS PAGE SHEET TITLE 1 5-I.I GENERAL STRUCTURAL NOTES 2 5-2.1 FOUNDATION AND ROOF FRAMING PLANS 3 5-2.2 ELEVATIONS AND WALL SECTION 4 5-3.1 FOUNDATION DETAILS 5 5-4.1 FRAMING DETAILS AR\/I Ai I ONS A_5. ANCHOR BOLTS AGI AMERICAN CONCRETE INSTITUTE RISC AMERICAN INSTITUTE OF STEEL MD CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE ALT ALTERNATE/ALTERNATIVE ARCH. ARCHITECTURE/ARCHITECTURAL ASTM AMERICAN SOCIETY FOR TESTING AND MO MATERIALS AWS AMERICAN WELDING 50CIETY B/ BOTTOM OF 513 BOND BEAM BLDG BUILDING BLK BLOCK BM BEAM k3P BASE PLATE/BEARING PLATE RRG BEARING E3TJ BOLTED TIE JOIST CANT CANTILEVER CB CONCRETE BEAM CC CONCRETE COLUMN CJ CONTRACTION JOINT/CONTROL JOINT CL CENTERLINE CMU CONCRETE MASONRY UNIT Cl -R. CLEAR/CLEARANCE COL COLUMN CONC_ CONCRETE CONNX CONNECTION CONST CONSTRUCTION C5J CONSTRUCTION JOINT DEPT DEPARTMENT DET. DETAIL DFT DRY FILM THICKNESS PIA. DIAMETER DIM DIMENSION DIST DISTANCE DN DOWN DR DRAIN DWG DRAWING EA. EACH EE EACH END EF EACH FACE EL ELEVATION EMB EMBEDMENT ENGR ENGINEER FOS EDGE OF SLAB EW EACH WAY EXIST. EXISTING EXT. EXTERIOR F.D. FLOOR DRAIN FF FINISH FLOOR FLR FLOOR FTG FOOTING F.V. FIELD VERIFY GA. GAGE/GAUGE GALV. GALVANIZED G.C. GENERAL CONTRACTOR GLU-LAM GLUE -LAMINATED GN. GENERAL NOTES H.A.S. HEADED ANCHOR STUDS HORIZ. HORIZONTAL HSS HOLLOW STRUCTURAL SECTIONS HT. HEIGHT INT. INTERIOR JST JOIST JT JOINT LDH LONG DIMEN51ON HORIZONTAL LDV LONG DIMENSION VERTICAL LGTH LENGTH LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL 1" 1ANUF. MANUFACTURE/MANUFACTURER MATL MATERIAL MAX_ MAXIMUM MB MASONRY BEAM MD METAL DECK MECH_ MECHANICAL MFZZ MEZZANINE MIN. MINIMUM MISC. MISCELLANEOUS MO MASONRY OPENING MTL METAL N.I.C. NOT IN CONTRACT NOM NOMINAL N.T.5. NOT TO SCALE N.W.T. NORMAL WEIGHT TOPPING O.G. ON CENTER OPNG OPENING OPP, OPPOSITE PCC PRE -CAST CONCRETE PL PLATE PLY. PLYWOOD PRE -ENG PRI=-ENGINEERFD PREFAB PREFABRICATED PROJ PROJECTION PSF POUNDS PER SQUARE FOOT P51 POUNDS PER SQUARE INCH PT PRESSURE TREATED PW PANEL WIDTH RCP REINFORCED CONCRETE PIPE R.A. ROOF DRAIN REF REFERENCE REINF REINFORCING REQD. REQUIRED RW RETAINING WALL 5A STUD ANCHOR SCHED SCHEDULE SF STEPPED FOOTING SIM. SIMILAR SPC SPACE/SPACES SPECS SPECIFICATIONS SQ. SQUARE SS STAINLESS STEEL 55L SNORT -SLOTTED HOLE 5TD STANDARD STL STEEL STRUC STRUCTURAL SYM SYMMETRICAL T/ TOP OF T 4 B TOP AND BOTTOM T 4 G TONGUE AND GROOVE TB TIE BEAM TND THREAD/THREADED THK THICK TS TUBE STEEL TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL VOL VOLUME W WIDE FLANGE W/ WITH W/O WITHOUT WD WOOD WF WALL FOOTING WH WEEP HOLE WP WATERPROOF W.P. WORKING POINT W.W.F. WELDED WIRE FABRIC RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER \2, ,q-t� DATE v\I.UiNG ber 16, 2017 ok Per Variance granted oil Nov u re foot) shed as to construct 16' (2o' (320 sq shown on plan and to reduce the side yard setback from ten to four fee 17 / b U &l EQRQ E31 ILQJNQ X711 131 N A PERMIT" ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO P130CEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL. ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, nnn_ 01) an U Yo z wZ W WtEl tEl v�c,i�iNgW c7 �ow z � aV4 Ujw�i V) Pr G W U I� +°, All 1Iff,fp D A V/ E Ne+4.iF „r v - S1ATE F n f� 9 mam1,(a-24-2017,m RON6LO ?°D N, N, p FL. PF�C V.)A1r1(, �"0�,o}� 8' 2 REVISIONS 1' DATE: 4 10/24/201-1 SCALE: AS NOTED F p DRAWN: F APPROVED: Rpp F JOB NO: 1-1-204 E SHEET F F G S-101 k A G F Gi h 4 O N uir'7W dna fy IS,gq to K w Iwwiv Iwcyti wF� iF�V 3 s-2.2 F v- � 1 S- 2.2 5 - 3.1 SEC. ARCHITECTI WOOD F (2) 2x8 TC 5IMP50N (3) 2x10 TC SIMPSON I 3 5-2.2 5-2.2 2x8 WOOD F 1, 24' r IAh I06-20 WINDOW ` I ® 5-3.1 SWS 5Ws ARC 2 LIQ 5-2.2 INDICATES WOOD FRAME WALL 2x6 STUDS Q 16" O.C. SEG. INDICATES BUILDING SECTION �I INDICATES SHEAR WALL SEGMENT - OUND4T I OIC r5ws I SEE DET. 5/5-4.1 - SCALE: 1/4' = 1'-0' '1 INDICATES SW5 HOLD-DOWN SEE DET. 6/5-4.1 4 5-2.2 MUMMIT POUNC)4T I O NOTES:_ (> FOR GENERAL NOTES, SEE SHEET 5-I.1. 0 CONCRETE SLAB ON GRADE SHALL HAVE MINIMUM THICKNE56 AS INDICATED ON THE PLAN AND SHALL BE FULLY SUPPORTED OVER THE SUB -GRADE. THE SUBGRADE SHALL BE PREPARED AND TREATED FOR TERMITES AS SPECIFIED IN THE GENERAL NOTES (FOUNDATION) A 10 -MIL POLYETHYLENE VAPOR BARRIER SHALL BE PLACED OVER THE TREATED SUBGRADE PRIOR TO PLACEMENT OF THE CONCRETE, REINFORCEMENT SHALL BE AS INDICATED BELOW AND IN ACCORDANCE W/ THE GENERAL NOTES: A. 4' SLAB ON GRADE REINFORCEMENT SHALL BE PER OPTION 'Al" OR "42' AS INDICATED BELOW: Al. hxro - W2.IxW2.1 WWF REINFORCEMENT AT CENTER OF SLAP, OR A2. FIBERMESH 650 APPLIED AT THE RATE OF 3.0 LBS PER GY CDT/FLOOR ELEV. = 100'-0" UN.O. THIS IS A REFERENCE ELEV. ONLY. SEE CIVIL DW65. FOR TRUE ELEV. ABOVE MEAN SEA LEVEL. 0 PROVIDE SLAB CONTROL/ CONSTRUCTION JOINTS Q LOCATIONS INDICATED BY 'CJ" ON PLAN, OR AS SPECIFIED IN GENERAL NOTES. SEE DET. 5O BOTTOM OF FOOTING SHALL BE I'-0" MIN. BELOW FIN15H GRADE. 6 PROVIDE CORNER REINFORCEMENT PER DET. COORDINATE W/ PLUMBING, ELECTRICAL, MECHANICAL DWGS. FOR ALL FLOOR DRAIN, ELECTICAL CONDUIT, AND A/C MECH. CHASE LOCATIONS. IT roxO_ FOOTING SIZE FOOTING REINFORCEMENT MARK IT Ox W x L BOTTOM TOP NOTES TDS16 WOOD POST- — — — TDolFi _ _ 0 O WOOD POST OD I cJ 1 --- (5-2.2 SEC. I ----- I I 4" CONC. SLAB (TYPJ Q I <p a 7-3 2 l� T/CON . SLAB 1 5-3.1 REF. EL. T©� 100'-0' I I I� PT rox(o WOOD POST I L_. IT &x&I WOOD PO5T ARCHITECTI WOOD F (2) 2x8 TC 5IMP50N (3) 2x10 TC SIMPSON I 3 5-2.2 5-2.2 2x8 WOOD F 1, 24' r IAh I06-20 WINDOW ` I ® 5-3.1 SWS 5Ws ARC 2 LIQ 5-2.2 INDICATES WOOD FRAME WALL 2x6 STUDS Q 16" O.C. SEG. INDICATES BUILDING SECTION �I INDICATES SHEAR WALL SEGMENT - OUND4T I OIC r5ws I SEE DET. 5/5-4.1 - SCALE: 1/4' = 1'-0' '1 INDICATES SW5 HOLD-DOWN SEE DET. 6/5-4.1 4 5-2.2 MUMMIT POUNC)4T I O NOTES:_ (> FOR GENERAL NOTES, SEE SHEET 5-I.1. 0 CONCRETE SLAB ON GRADE SHALL HAVE MINIMUM THICKNE56 AS INDICATED ON THE PLAN AND SHALL BE FULLY SUPPORTED OVER THE SUB -GRADE. THE SUBGRADE SHALL BE PREPARED AND TREATED FOR TERMITES AS SPECIFIED IN THE GENERAL NOTES (FOUNDATION) A 10 -MIL POLYETHYLENE VAPOR BARRIER SHALL BE PLACED OVER THE TREATED SUBGRADE PRIOR TO PLACEMENT OF THE CONCRETE, REINFORCEMENT SHALL BE AS INDICATED BELOW AND IN ACCORDANCE W/ THE GENERAL NOTES: A. 4' SLAB ON GRADE REINFORCEMENT SHALL BE PER OPTION 'Al" OR "42' AS INDICATED BELOW: Al. hxro - W2.IxW2.1 WWF REINFORCEMENT AT CENTER OF SLAP, OR A2. FIBERMESH 650 APPLIED AT THE RATE OF 3.0 LBS PER GY CDT/FLOOR ELEV. = 100'-0" UN.O. THIS IS A REFERENCE ELEV. ONLY. SEE CIVIL DW65. FOR TRUE ELEV. ABOVE MEAN SEA LEVEL. 0 PROVIDE SLAB CONTROL/ CONSTRUCTION JOINTS Q LOCATIONS INDICATED BY 'CJ" ON PLAN, OR AS SPECIFIED IN GENERAL NOTES. SEE DET. 5O BOTTOM OF FOOTING SHALL BE I'-0" MIN. BELOW FIN15H GRADE. 6 PROVIDE CORNER REINFORCEMENT PER DET. COORDINATE W/ PLUMBING, ELECTRICAL, MECHANICAL DWGS. FOR ALL FLOOR DRAIN, ELECTICAL CONDUIT, AND A/C MECH. CHASE LOCATIONS. 0121 f1�1 L SCALE: 1/4" ®®P X'011N NOTES -1 OFOR GENERAL STRUCTURAL NOTES, SEE SHEET 5-1.1. O2 ROOF SHEATHING SHALL BE 15/32" APA RATED PLYWOOD OR 1/Iro' OSB. ATTACH SHEATHING PER GENERAL NOTES AND PER ROOF SHEATHING DETAIL "C'. 3, PLYWOOD ROOF DIAPHRAGMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH 2014 EDITION OF FLORIDA BUILDING CODE. O HEADERS INDICATED ON PLAN ARE THE MINIMUM REQUIRED BY DESIGN. ADDITIONAL PLIES SHALL BE ADDED TO PLUMB W/ INTERIOR FACE OF FRAME WALL. ROOF SHEATHING ROOF DECK SHALL BE 7/I,ro' OSB, EXPOSURE 1, APA RATED 32/16 OR 15/32" PLYWOOD, EXPOSURE I, GRADE C -D, APA RATED 32/Irr2. ALL END JOINTS SHALL BE STAGGERED 1/2 PANEL LENGTH IN ALTERNATING ROWS. LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING, WITH FASTENERS AS FOLLOWS: USE 8d NAILS a ro' O.C. ALONG ALL EDGES AND SHEAR BLOCKING. USE 8d NAILS -@ 12' O.G. ALONG ALONG INTERMEDIATE SUPPORT. ROOD TA I L 11cli N.T.S. FOOTING FOOTING SIZE FOOTING REINFORCEMENT MARK T W x L BOTTOM TOP NOTES TDS16 20- 1'-4" x CONT. (2) 'tea CONT. (U 05 CONT. 0 O 0121 f1�1 L SCALE: 1/4" ®®P X'011N NOTES -1 OFOR GENERAL STRUCTURAL NOTES, SEE SHEET 5-1.1. O2 ROOF SHEATHING SHALL BE 15/32" APA RATED PLYWOOD OR 1/Iro' OSB. ATTACH SHEATHING PER GENERAL NOTES AND PER ROOF SHEATHING DETAIL "C'. 3, PLYWOOD ROOF DIAPHRAGMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH 2014 EDITION OF FLORIDA BUILDING CODE. O HEADERS INDICATED ON PLAN ARE THE MINIMUM REQUIRED BY DESIGN. ADDITIONAL PLIES SHALL BE ADDED TO PLUMB W/ INTERIOR FACE OF FRAME WALL. ROOF SHEATHING ROOF DECK SHALL BE 7/I,ro' OSB, EXPOSURE 1, APA RATED 32/16 OR 15/32" PLYWOOD, EXPOSURE I, GRADE C -D, APA RATED 32/Irr2. ALL END JOINTS SHALL BE STAGGERED 1/2 PANEL LENGTH IN ALTERNATING ROWS. LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING, WITH FASTENERS AS FOLLOWS: USE 8d NAILS a ro' O.C. ALONG ALL EDGES AND SHEAR BLOCKING. USE 8d NAILS -@ 12' O.G. ALONG ALONG INTERMEDIATE SUPPORT. ROOD TA I L 11cli N.T.S. PLYWOOD ROOF SHEATHING-: PER GEN. NOTES RAFTER 5RG. ' VARIES SEE PLAN i� FASCIA r PER OWNER/G.C. I (TYP.) - -- 4x4 BRACKET BEYOND 2 5-4.1 T/CONC.5LAB REF. EL. 100'-0' 2 5-4.1 m PROVIDE MID -HEIGHT BLOCKING (TYP.) FINISH GRAD RAFTER BRG. - REF. EL. 112'-0" __ T/WINDOWS REF. EL. 101'-O` T/GONG. SLAB/� REF. EL. 100'-O' RAFTER BRG./ REF. EL. l0a'-O" T/pOORS --�— RI;F. EL. 10&1-311 ARCHITECTURAL WOOD BRAC T/CONC. 5LA3 REF. EL. 100'-0' FACE OF SHEATHING I- EDGE OF SLAB ---2x FLOCKING 2x DBL TOP PLATE 2x�o WOOD STUDS IKJ" O.G. RAFTER BRG. I REF. EL. 108'-0' TUCCO FINISH PER OWNER V2x8 WOOD RAFTERS Q 24" O.G. MAX SEE PLAN (3) 2x10 SEE PLAN CONC. SLAB ON GRADE SEE PLAN 1/2' NON -SAG GYP. BOARD CEILING PT 2x SILL PLATE W/ 1/2' DIA. A.B. SEE NOTE A--'- \ VAPOR BARRIER J -"TDS' FOOTING PER PLAN NOTES SEE PLAN (TYP.) 5-2.Iv SECTION SCALE: 1/2' = 1'-0" RAFTER BRG. ` REF. EL. 112'-0" :CTURAL 4x4 RACKET TUCCO FINISH PER OWNER —FACE OF SHEATHING EDGE OF SLAB 2'-0' -I i .I -STUCCO FINISH PER OWNER (TYP.) WALL SHEATHING '(ONE SIDE) PER GEN. NOTES (TYP.) O RAFTER E3RG. REF. EL. 112'-0' T/WINDOW ' REF. EL. 100' -O' ARCHITECTURAL. 4x4 WOOD BRACKET T/GONG. SLAB REF. EL. 100'-0' RAFTER BRG. ' REF. EL. 108'-0° T/CONC. SLAB REF. EL. 100'-O'? FASCIA PER OWNER/G.C. (TYP.)- RAFTER BRG.�' REF. I=I 108'-0" 21 -/Jt 11 (2) 2x8 / SEE PLAN-/ PROVIDE MID -HEIGHT BLOCKING (TYPJ FINISH GRAD SEE NOTE A-% Z_ NOTE A: WOOD FRAMING LESS THAN 8' FROM GRADE, WOOD SIDING LESS THAN &' FROM GRADE, AND WOOD IN CONTACT WITH CONCRETE SLAB OR MASONRY, SHALL BE PRESERVATI VE -TREATED. SCALE. 1/4' = 1'-0" O STUCCO FINISH PER OWNER 1 ---FACE OF SHEATHING EDGE OF SLAB i i (2) 2x8 TO (3) 2x12: SIMPSON LUS26-2 (TYP.) i i _ 1 2x DBL TOP PLATE 2x6 WOOD 5TUD5 lw Iro" O.G. (3) 2x10 TO (3) 2xI2: SIMPSON LU5210-3 (TYP.) (3) 2x12 SEE PLAN CONC. SLAB ON GRADE SEE PLAN PER OWNER ALT :LES 2x8 WOOD RAFTERS a 24' O.C. MAX SEE PLAN (TYP.) (3) 2x10 SEE PLAN J VAPOR BARRIER FOOTING PER PLAN NOTES SEE PLAN (TYP.) Gs SCALE: 1/2" = I'-0' FACE OF SHEATHING EDGE OF SLAB (3) 2x12 SEE PLAN PT 2x SILL PLATE W/ 1/2' DIA. A.B. �- ul_ RAFTER BRG. 2'-O" REF. EL. 112'-O" (2) 2x8 SEE PLAN -2x8 RAFTERS TO B.U. BEAMS: SIMPSON LU52ro (TYP.) STUCCO FINISH PER OWNER (TYP.) WALL SHEATHING (ONE SIDE) PER GEN. NOTES (TYP.) cq ^ U W %30 tRy .T" A W2 n r q F.W,UrN iPq �tv�T �t kl �'nv Ftia u 12 m - %A -M ull 'DAVID v ymoyo �-� e � coot � Rolva�a',�� °�..�Y4����'. �. FL. PfgF. fE NC(.,v4�J782 '�s)aaaaa° REVISIONS E 5-3.1 w a vnW'� �qoy q h W Uq�h WUH'; O W c.W�N a` ti�FW a o e 'r �Ci�� DAVID f. 4 1a TATE OF 10-24-2017 FL. PROF' �00 4N,782 ... 10" REVISIONS 5-4.1