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HomeMy WebLinkAboutBuilding PlanABBREVIATIONS AND SYMBOLS LB LICENSED BUSINESS 0 OAK QS SANITARY MANHOLE SIGN NO. NUMBER R/W RIGHT OF WAY PINE © DRAINAGE MANHOLE LIGHT POLE CM 4X4 CONCRETE MONUMENT P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT OO WELL ® MAIL OR PAPER BOX FD. FOUND PALM O.R.B. OFFICIAL RECORD BOOK HYDRANT • SOUTHERN BELL BOX P.R.M. PERMANENT REFERENCE MONUMENT SHRUB P.C.P. PERMANENT CONTROL POINT WATER VALVE CABLE TV BOX BM BENCHMARK MAPLE `�) POWER POLE F.F. FINISH FLOOR °�•s 3� WATER METER ELEV. ELEVATION CITRUS yc � CLEANOUT ELECTRIC BOX R RADIUS DELTA ELM - UNDERGROUND UTILITIES SIGN IL ® CATCH BASIN L LENGTH O MONITORING WELL I.D. IDENTIFICATION ® CURB INLET SEC. SECTION MISC. TREE RUV 5v N SANITARY VALVE TWP. TOWNSHIP N REUSE WATER VALVE RGE. RANGE BLOW -OFF IRv IRRIGATION VALVE gar TELEPHONE MANHOLE CH. CHB. CHORD CHORD BEARING © PULL BOX ® YARD DRAIN ® POST WOOD OR STEEL CALCULATED Gv PROPOSED DRAINAGE CONCRETE POWER POLE MEASURED GAS VALVE (P) PLAT SEPTIC FIRE DEPARTMENT CONNECTION a TRANSFORMER PAD (D) DEED En SEPTIC TANK IR 1/2" IRON ROD STOP LIGHT BACK FLOW PREVENTER IRC 1/2" IRON ROD AND CAP p� REUSE WATER METER SPRINKLER HEAD IP 3/4" IRON PIPE EP EDGE OF PAVEMENT TILE SURFACE _- CONCRETE SURFACE P.R.D. PLANNED RESIDENTIAL DEVELOPMENT J N.D. NAIL & DISK BRICK PAVER SURFACE A/C AIR CONDITIONING PAD P/E SWIMMING POOL EQUIPMENT PAD P.L.S. PROFESSIONAL LICENSED SURVEYOR P.S.M. PROFESSIONAL SURVEYOR & MAPPER R.L.S. REGISTERED LAND SURVEYOR NOTE: ALL STORMWATER RUN-OFF MUST BE DIRECTED TO AN APPROVED DRAINAGE FACILITY AND NOT ONTO ADJACENT PRIVATE PROPERTY. FINISH FLOOR NOTE.- ACTUAL FINISH FLOOR ELEVATION DETERMINED BY SEPTIC HEIGHT. FINISH FLOOR PER ROAD WA Y 6.41 " N. A. V. D. 88 FINISH FLOOR PER FLOOD ZONE 7.50" N.G. V.D. 29 PROPOSED FINISH FLOOR 6.0' N.A. V.D. 88 LEGAL _DESCRIPTLON LOT 23, WA TERSONG P.U.D. PLAT NO. ONE, ACCORDING TO THE PLAT THERI OF, AS RECORDED IN PLAT BOOK 42, PAGE 34, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CERTIFIED TO: 1) G. W. PURUCKER HOMES, INC. REPORT OF SURVEY • TYPE OF SURVEY. BOUNDARY • SURVEYOR IN RESPONSIBLE CHARGE. DAVID TAYLOR P.S.M. 5243 MASTELLER, MOLER, REED & TAYLOR, INC. CERTIFICATE OF AUTHORIZATWN L.B. 4644 1655 27TH STREET, SUITE 2, VERO BEACH, FLORIDA 32960 PHONE (772) 564-8050 • THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL THE SURVEY RAISEDSEALAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETION S TOAND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PAffIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. • HORIZONTAL CONTROL ACCURACY. THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6.00-3(E) FAC) IS SUBURBAN. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT. • HORIZONTAL FEATURE ACCURACY: TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, MAILBOXES, POWERPOLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. • VERTICAL CONTROL ACCURACY. VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT SITE IS ACCURATE TO PLUS OR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE DISTANCE IN MILES. • ELEVATIONS OF WELL -IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0.10 FEET. • DATA WAS OBTAINED DURING THE FOLLOWING TIME FRAME OR DATE: 06122107. *THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: A) PLAT B) THE SOUTHEAST PROPERTY LINE OF LOT 23 AS DEPICTED ON THE SURVEY. C) THE BEARING BEING S65'31'36"W. •THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN VERTICAL DA-._'.! (N.A.VD.) OF 1988. THE ESTABLISHED BENCHMARKS FOR THIS SURVEY ARE: 1) FOUND U.S.C.&G. SURVEY B.M. #308 (1970) 3 1/2" BRONZE DISC IN CONCRETE ELEVATION 2.11' (ADJUSTED TO N.A.V.D. 88) 2) SITE BENCHMARK IS AS SHOWN • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. • THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE AE (7'-8') N.G.V.D. PER FLOOD INSURANCE RATE MAP 12111 CO194 G, DATED NOVEMBER 4TH, 1992. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. . ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE STANDARDS OF THE UNITED STATES. • THE HORIZONTAL VALUES SHOWN HEREON REFER TO THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NAD 83 (NGS ADJUSTMENT OF 1990). MONUMENTATION USED FOR ESTABLISHMENT OF STATE PLANE COORDINATES ARE 1) FLORIDA DEPARTMENT OF NATURAL RESOURCES #9477A-15 2) FLORIDA DEPARTMENT OF NATURAL RESOURCES #9477A-16 • THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1 "=20' OR SMALLER. TIFF REFERENCE 6151. tiff Map of Survey Performed For G.W. Furucker Homes, Inc_ \ LOT VA C. \ + `L9 A6 iD IR 3� LE142ss 1 - +k6 I�� RUV J m I FND N8 1 + O O N La 42EI NJ w \ avy i�65 0 �o \ U � 3W' U) \ \ Nam' \f N N 1111016.89 \ I v E 73996710 ' 'A FOUND, CONC. �o MONUMENT o D.N.R. MONUMENT 94 77 A16 U) y) CIA �VIA (:P, Z\� o_ \ N 1107278.17 \ E 741527.44 FOUND. CONC. MONUMENT D.N.R. MONUMENT 94 77 A15 i i Qj �R5 / ,NPR 30 A w w Ld �b o�Z_ w N Z� W"C) mo *VA Qco ZOLL ZE Ciq--j CL OqOr W>��CL Q Ld L�N ��W QN tl� �z0 Q) � o o � 2� C) W mQ 0) N � o ~ :a o) U o o) `t �o (U o co w m o Y ~ ^ NO (q LU v O c� N m o t �a J m z�. \gym o z 0 1� N► � m J CU Q� U L o Q V U �<I>_ -J m U Q J O V) CL O LL141 U V) O LIJ O C) 0:� GRAPHIC SCALE a. 0 15 30 60 120 O ( IN FEET) 1 inch = 30 ft. 4 Q O r_ c0 Lr) d N z 2 3 7 0 9 10 12 13 14 1` 16 L THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING CONDITIONS THE CONSTRUCTION, INCLUDING ALL MATERIALS AND WORKMANSHIP, SHALL CONFORM TO ALL APPLICABLE CITY, COUNTY, STATE, AND NATIONAL BUILDING CODES AND ORDINANCES. WIND LOADS CALCULATED PER ASCE 7-98, FOR WIND LOAD OF 140MPH, EXPOSURE "D" THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL K NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL PARTS OF THE WORK WITH OTHER SUBCONTRACTORS, UTILITY COMPANY CONNECTIONS. AND SEPARATE OWNER CONTRACTS ANY CONFLICTS OR OMISSIONS BETWEEN EXISTING CONDITIONS, THE � ARIOUS ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS H G D C A FOUNDATION NOTES FOUNDATION SHALL BEAR ON 0.rAN SAND FILL COMPACTED TO ACHIEVE A BEARING VALUE OF 41,500 P.S.F. - PROVIDE COMPACTION TEST TO BUILDING DEPARTMENT INDICATING BEARING VALUE SPECIFIED. DO NOT PROCEED W/ THE WORK UNTIL THE SPECIFIED BEARING VALUE HAS BEEN ACHIEVED TOP OF TYPICAL FLOOR SLAB (+0'-0") SHALL BE A MIN, OF 18" ABOVE CROWN OF ROAD OR ABOVE FLOOD CRITERIA. SOILS SHALL BE TREATED FOR TERMITES PRIOR TO PLACEMENT OF CONCRETE. MATERIALS AND INSTALLATION MUST COMPLY W/ ALL GOVERNING CODES AND REGULATIONS. PROVIDE 2 YEARS RE -TREATMENT WARRANTY. CONCRETE SLABS AS REQUIRED FOR MECHANICAL EQUIPMENT. VERIFY EXACT SIZE AND LOCATIONS W/ CONTRACTOR 6" THICK 3000 PSI CONCRETE REINFORECE SLAB WITH GRADE BEAM & PILLING ON 6 MIL VAPOR BARRIER OVER TERMITE TREATED COMPACTED (2500 SF) FILL CONCRETE NOTES: CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 AND SHALL i TTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSI, F')R BEAMS AND COLUMNS UNLESS OTHERWISE NOTED. CONCRETE, WHE J PLACED SHALL HAVE A MAXIMUM SLUMP OF 6 INCHES. DESIGN AND LOCATION OF CONSTRUCTION JOINTS SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS. ANY CONSTRUCTION OR CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION OF THOSE AREAS CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS FLOOR SAFES, PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC. CONCRETE PROTECTION OF REINFORCING BARS SHALL BE AS FOLLOWS: FOOTINGS 3" CLR. BOTTOM AND SIDES, 2" CLR. TOP WALLS 2" CLR. OUTSIDE FACE, 1 1/2" CLR INSIDE FACE. SLABS 3/4" CLR. BEAMS 1-1/2" CLR TO STIRRUPS COLUMNS 1 -1/2" CLR. TO TIES ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615-GRADE 60. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 318, LATEST EDITION". ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS, WALLS SLABS AND OTHER CONCRETE SHALL BE LAP -SPLICED 36 BAR DIA. OR V-6" MINIMUM WHICHEVER IS GREATER (EXCEPT AS NOTED ON DRAWINGS). ALL BARS AT END OF CONT. FTG'S, BEAMS OR CONT. HORIZ. ELEMENTS SHALL BE CONTINUED TO FAR SIDE OF INTERSECTING ELEMENTS. WELDED WIRE MESH TO BE 6 x 6 10/10 STEEL. LAP JOINTS 6", PROVIDE DOUBLE LAYER BENEATH ALL BEARING WALLS, EXTEND FOR A DISTANCE OF 30". "FIBER MIX STEALTH MULTI -FILAMENT FIBERS" IS APPROVED FOR SLAB REINFORCING AT EXTERIOR PATIO/PORCH SLABS. VAPOR BARRIER BENEATH SLABS TO BE 6 MIL POLYETHYLENE. SITE 23 WATERSQNG, ST. LUCIE COUNTY, FLORIDA CONSTRUCTION NOTES AND SPECIFICATIONS MASONRY NOTES: ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY UNITS & A MINIMUM TYPE M REINFORCING BARS TO COMPLY WITH ASTM A 615, GRADE 60. ALL CONCRETE COLUMNS INTEGRAL WITH THE MASONRY SHALL BE CAST AFTER THE MASONRY HAS BEEN LAYED UP SUCH THAT THE CONCRETE IS INTERLOCKED WITH THE MASONRY. THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL - MASONRY CONSTRUCTION ALL WALLS ARE TO BE FULLY BRACED AGAINST WIND AND OTHER FORCES UNTIL THE ROOF, WALL, AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE PROVIDE CONTROL JOINTS IN ALL MASONRY WALLS GREATER THAN 30 FEET IN LENGTH, UNLESS NOTED OTHERWISE. CONTROL JOINTS SHALL BE LOCATED AT NOT MORE THAN 30 FEET ON CENTERS. ALL VERTICAL CONTROL JOINTS SHALL BE RAKED JOINTS UNLESS NOTED OTHERWISE. EXPANSION JOINTS IN MASONRY SHALL BE PROVIDED AT APPROXIMATELY EVERY 120 FEET BUT NOT GREATER THAN 150 FEET O.C. REINFORCED MASONRY WALLS ARE USED TYPICALLY THROUGHOUT THE BUILDING, THEREFORE CARE MUST BE TAKEN BY THE CONTRACTOR TO INSURE QUALITY WORK AND PROPER PLACEMENT OF ALL REINFORCEMENT. VERTICAL WALL REINFORCING SHALL BE LAP SPLICED AT NOT GREATER THAN 8'-0" O.C. AND SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. HORIZONTAL REINFORCING SHALL BE LAPPED A MINIMUM OF 30 BAR DIAMETERS. CLEANOUTS MUST BE PROVIDED AT ALL LOCATION WHERE SPLICES OCCUR WITHOUT EXCEPTION. THE CONTRACTOR SHALL ASSURE THAT ALL REINFORCEMENT IS PROPERLY PLACED AND CENTERED IN THE WALL. GROUT WALLS IN 8' LIFTS MAX. PROVIDE FILLED CELLS AT ALL GIRDER TRUSS BEARING LOCATION. COORDINATE WITH MANUFACTURER'S ROOF SHOP DRAWINGS. MASONRY WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH F.B.C. 2103 FOR ENGINEERED MASONRY DESIGN, CHAPTERS 1 THROUGH 3 OF ACI 530/ASCE - f'm PSI 1500 FOR MASONRY - 3000 FOR MORTAR. GROUTED MASONRY TO BE FULLY INSPECTED BY REGISTERED PROFESSIONAL ENGINEER OR HIS DESIGNATED " ='R SENTATIVE. TEST EACH TYPE, CLASS AND GRADE OF MASONRY UNIT IN ACCORDANCE WITH ASTM C 140. MORTAR TESTS: TEST EACH MORTAR TYPE IN ACCORDANCE WITH ASTM C 750. TEST CONCRETE MASONRY UNITS AT THE RATE OF 5 RANDOMLY CHOSEN UNITS FO? EACH 100,00 INSTALLED. TEST THE MORTAR WITH THE SAME FREQUENCY AS REQUIRED TO `_/ALUATE MASONRY SAMPLES. SEE DETAILS FOR CORNER AND INTERSECTIONS. SEE DETAILS 'OR VERTICAL STEEL AT FOUNDATIONS AND BEAMS PROVIDE LADDER TYPE JOINT REINFORCEMENT EVERY 2ND COURSE VERIFY WINDOW AND DOOR ROUGE' OPENINGS W/ WINDOW AND DOOR MANUFACTURER. GLASS BLOCK: ALL GLASS BLOCKS REINFORCING HAS BEEN DESIGNED IN ACCORDANCE WITH F.B.C. 2004 SECTION 2110. EXPANSION STRIPS TO BE PLACE PER MFR. SPECS FRAMING: TOP ELEV. OF BEAMS & PLATES ARE AS NOTED ON PLANS. FRAMING LUMBER FOR HEADERS, BEAMS, COLUMNS, TRUSS BRACING, FASCIA. ETC., SHALL HAVE MIN. Fb=1000 P.S.I. , Fv= 75 P.S.I. & E= 1,400 K. UNLESS NOTED OTHERWISE PINE/FIR (NO. 2 OR BETTER) LAMINATED WOOD BEAMS SHALL BE "TIMBERMAX" LAMINATED VENEER LUMBER AS MANUFACTURED BY ALPINE STRUCTURES OR APPROVED EQUAL. Fb = 2925 P.S.I., Fv = 285 P.S.I. & E = 2,000 K PROVIDE (2) 2 x 8 HEADERS ABOVE OPENINGS IN BEARING WALLS UNLESS OTHERWISE SHOWN. PROVIDE (2) 2 x STUDS UNDER HEADERS, GIRDER TRUSSES, ETC, UNLESS OTHERWISE SHOWN. MULTIPLE HEADERS AND STUDS SHALL BE SECURELY SPIKED TOGETHER. ALL WORK IS TO CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE F.B.C. 2004 AND OR F.R.C. 2004 COMPLY WITH RECOMMENDATIONS OF NFPA MANUAL FOR HOUSE FRAMING, NFPA RECOMMENDED NAILING SCHEDULE, AND NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. EACH PIECE OF LUMBER SHALL BE GRADE MARKED BY AN AGENCY CERTIFIED BY THE BOARD OF REVIEW, AMERICAN LUMBER STANDARDS COMMITTEE. PRESSURE TREAT ITEMS IN CONTACT WITH ROOFING, FLASHING, WATERPROOFING, MASONRY, CONCRETE, AND GROUND. USE WATERBORNE PRESERVATIVES, TO COMPLY WITH AMERICAN WOOD PRESERVERS' ASSOCIATION FOR ABOVE GROUND AND GROUND CONTACT APPLICATIONS. COMPLY WITH AWPA STANDARD M4 FOR TREATED LUMBER CUT AND OR DRILLED AFTER PRESSURE TREATMENT. PROVIDE 3 - 2 x 4 (MIN.) POST NAILED TOGETHER W/ 16d NAILS @ 4" O.C. AT EACH END OF OPENINGS OF LOAD BEARING PARTITIONS AND AT GIRDER BEARING LOCATIONS WHERE SUPERIMPOSED LOADS DO NOT EXCEED 385 PSI NON -BEARING PARTITIONS: AILL INTERIOR NON -BEARING PARTITIONS SHALL BE 3 5/8" MTL. OR 2x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� 8 9 10 K. 0. KNOCK OUT ABV. ABOVE ACOUS. ACOUSTICAL LAM. LAMINATE AC. AIR CONDITIONING LAV. LAVATORY ADJ. ADJUSTABLE LB LABLE AFF ABOVE FINISH FLOOR AHU AIR HANDLING UNIT LTG L G TINGND ALUM. ALUMINUM LOC. LOCATION ALT. ALTERNATE L.W. LIGHT WEIGHT ANOD. ANODIZED ANN. ANNUNCIATOR M.O. MASONRY OPENING AP ACCESS PANEL MFTR. MANUFACTURER APPROX. APPROXIMATE MAS. MASONRY ARCH. ARCHITECTURAL) MAT. MATERIAL @ AT MAX. MAXIMUM MECH. MECHANICAL BD. BOARD FACES MIND MINIMUM BLDG. BUILDING BILK. BLOCK MISC. MISCELLANEOUS BLKG. BLOCKING MTD. MOUNTED BM. BEAM MUL. MULLION BOT. BOTTOM N.I.C. NOT IN CONTRACT B/0 BOTTOM OF N.T.S. NOT TO SCALE N0. NUMBER CAB. CABINET CPT. CARPET O.C. ON CENTER CI CAST IRON 0. D. OUTSIDE DIAMETER CK. CAULK 0.F.C.1. OWNER FURNISH C-C CENTER TO CENTER CONTRACTOR INSTALL CEM. CER. CEMENT CERAMIC OH. OVERHEAD CT CERAMIC TILE OPNG. OPENING CLG. CEILING OPP. OPPOSITE CL CENTER LINE PL. PLATE CLR. CLEAR PLAS. PLASTER CL. CLOSET PLYWD. PLYWOOD CJT. CONTROL JOINT PLAM. PLASTIC LAMINATED CMU CONCRETE MASONRY UNIT PR. PAIR PRCFT. PIER CONST. CONSTRUCTION P.S.I. POUNDS SQUARE INCH CON. JT. CONSTRUCTION JOINT P.T. PRESSURE TREATED COL. COLUMN COMB. COMBINATION PNL. PANEL CONC. CONCRETE CONN. CONNECTION RAD. RADIUS CONT. CONTINUOUS RADN RADIATOR, RADIATION CONTR. CONTRACTOR R. RISER CTSK. COUNTERSUNK REINF. REINFORCE CFL. COUNTERFLASHING REVS. REVERSED CRS. COURSE RH. RIGHT HAND READ. REQUIRED DP. DAMPROOFING RM. ROOM DECOR. DECORATIVE R.O. ROUGH OPENING DTL. DETAIL S.C. SOLID CORE DIA. DIAMETER SCHD. SCHEDULE DIAL. DIAGONAL SEAL. SEALANT DIM. F.O. DIMENSION SEC. SECTION DI DIFFUSER TT SERV. SERVICE DR. DOOR SHT. SHEET DBL. DOUBLE SHTH. SHEATING D.F. DOUGLAS FIR SIM. SIMILAR DN. DOWN S.O. SHUT-OFF D.S. DOWN SPOUT SL. SLIDING DWG. DRAWING S. SOUTH D. DRAIN SPEC. SPECIFICATION S..F. SQUARE EA. EACH FOOT E. EAST SST. STAINLESS STEEL EMER. EMERGENCY STD. STANDARD ENG. ENGINEERING STL. STEEL EL. ELEVATION STOR. STORAGE ELEC. ELECTRICAL STR. STRUCTURAL EQUIPMENT SUS. SUSPENDED EQUIP. EST. ESTIMATED) SYM. SYMMETRICAL EXH. EXHAUST EXP. EXPANSION T. TREAD EXT. EXTERIOR T.C. TOP OF CURB EXIST. EXISTING TEL. TELEPHONE E.J. EXPANSION JOINT TEMP TEMPERED THK. TNWE AND GROOVE F.O.F. FACE OF FINISH T&C F.O.M. FACE OF MASONRY T&B TOP & BOTTOM F.O.S. FACE OF STUD T/0 TOP OF F.H. FIRE HOSE TC TOP OF CURB FP. FIREROOF TW TOP OF WALL FIN. FINISH T.O.C. TOP OF CHIMNEY . FLOOR T.O.FR. TOP OF FRAMING F.D. F D DRAIN FLASHING T.O.L. TOP OF LEDGER FL. FLUSH T.O.P. f 8FLE�FPA t HOLDER FLUR. FLUORESCENT T.P. FT. FOOT/FEET TYP. TYPICAL FTC. FOOTING UL. UNDERWRITERS LABORATORY U.O.N. UNLESS OTHERWISE NOTED UTIL. UTILITY GALV. GALVANIZED GB GRAB BAR VB. VAPRO BARRIER GC. GENERAL CONTRACTOR VNR. VENEER VENT VENTILATION GR. GRADE VERT. VERTICAL GYP. GYPSUM BOARD W.F. WALL FABRIC WP. WATERPROOFING WC. WATER CLOSET HWD. HARDWOOD W.H. WATER HEATER HGTW.. HAIGDWARE W/ WI TH HTG. HT HEATING W/0 WITHOUT H.M. HOLLOW METAL WD. WOOD HOR, HORIZONTAL WT. WEIGHT H.B. HOSE BIBB H.C. HOLLOW CORE H.S. HAND SHOWER SYMBOLS HVAC HEATING�VENTILATION AIR CON ITIONING & AND INCL. INCLUDE ANGLE IN. INCH @ AT INSUL. INSULATION INT. INTERIOR CL CENTER LINE JB. JUNCTION BOX 0 DIAMETER OR ROUND # POUND OR NUMBER THESE PLANS AND ALL PROPOSED WORK ARE SUB,mmr C� F3Y TO ANY t f i;pFzC i10N:5 Fi LEA Eh1SF+1€ +i1ri REQIb! tdAY BE NECKS AA" IN 0"FR 1 OUMPLY WITH AL.L_ APPLIC Aa L C0 ;A, SYMBOLS 2 DETAIL NUMBER DETAIL REFERENCE ,4-2 SHEET NUMBER ELEVATION NUMBER ELEVATION REFERENCE ai SHEET NUMBER 4 SECTION NUMBER SECTION REFERENCE A5 SHEET NUMBER ROOM REFERENCE l02 ROOM NUMBER DOOR REFERENCE O DOOR NUMBER WINDOW REFERENCE O WINDOW NUMBER NOTE REFERENCE O3 REFERENCE NUMBER REV1510N REFERENCE REVISED 00/00/00 CODE INFORMATION FLORIDA BUILDING CODE, EDITION 2004 AND FL. RESIDENTIAL CODE 2004 NATIONAL ELECTRICAL CODE - APPLICABLE EDITION AND ALL OTHER RULES, REGULATIONS, AND CODES HAVING JURISDICTION OCCUPANCY GROUP : GROUP R-3, SINGLE FAMILY RESIDENCE CONSTRUCTION TYPE : TYPE V, 5PRINKLED (PER PUD. APPROVAL) BUILDING DESINGED AS: ENCLOSED BUILDING HEIGHT: LESS THAN 6(d'-m" MEAN ROOF HEIGHT: BUILDING EXPOSURE: WIND PRESSURE SPEED: A5CE CHAPTER 1. 140 MPH (3 - SEC. GUST) FOR ENCLOSED BUILDING TOP CHORD LIVE LOAD: 2a LB. PSF ROOFTOP CHORD DEAD LOAD: 16 LB. PSF BOTTOM CHORD LIVE LOAD: 10 LB. P5F BOTTOM CHORD DEAD LOAD: 10 LB. P5F FLOOR LIVE LOAD TOTAL : N/A FLOOR FLOOR DEAD LOAD TOTAL: N/A IMPORTANCE / USE FACTOR: 1.0 MIN. 501L BEARING PRESSURE: PILLING FOUNDATION BUILDING CATEGORY: 2 SHUTTERS: NOT REQUIRED (IMPACTED GLASS) SHUTTER ONLY REQUIRED AT GLA55 BLOCK AREA. IMPACT RESISTANT A65EMBLY: YES COMPONENT & CLADDING: YES CONTINUE LOADED PATH PROV'C)ED: YES AREA TABULATION FIR5T LEVEL = 1i8 5F.'' SECOND LEVEL = 1031 5F. THIRD LEVEL = 1145 5F. TOTAL UNDER AIR 2360 5F. COVERED ENTRY = 28 5F.'' COVERED PATIO = 504 5.®' BALCONY = 298 5F. GARAGE $ BEACH 5TOR. = 4�8 5F. TOTAL UNDER ROOF 3668 5F. A1.1 COVER SHEET A2.1 SITE PLAN & DEMOLITION A3.1 PILLING PLAN A3.2 SLAB PLAN A4.1 FLOOR PLAN A5.1 FRONT & REAR ELEVATIONS A5.2 LEFT & RIGHT ELEVATIONS A5.3 BUILDING SECTIONS & PLUMBING RISER A5.4 DOOR & WINDF W DETAILS & SCI(HEDULES 14 15 A6.1 ROOF PLAN A6.2 ROOFING PLAN AE.1 ELECTRICAL PLAN AE.2 PANEL SCHEDULES AS.1 DETAILS SHEET FILE-i COP 16 Lj Of ui N - WZ a_ Ld O M O �.d�M! W 0N BMW Z Z �MMro U z � W 101 IN O a I a, 4 10 N W -I i n 0 O Q CO Z 0 QdZ M O z J -i O m f n ant .. tri o fn in V) LLI �1 z LJ � N . O :20 W �o_< 'oar Q Of W a_m m • L- C9 w Mn LL O Z WOif7 w�.-�n z Z w mJon' Z N O N > J Q a �0r, O W;, Q W Q • m m s; a D M ad 0 z 4 viow� Z O o w w °a< O U 0 z Nm J rc J �m K a :D N U Lu ~3 N w U� a Qm c� w a z Z; e Q Q U W 3z wto rm ® N a z 8 I W �r v;F Z_ U (f) < 3 . °moo a, ; F o� �_) W 0 aO M o oea0 Ml CD na z r z g;< 3_ 8°-C of =ro you 7 L® � J w LLJ c) w z W � o Q x Lu J pro�C' rr,, MCIofCD = & N � U Q cV W D ralm Drawn by: MOH HVN Project No. Cadd File NO.: E SS O4-30-07 AL 07-23-07 1 ENR 09-27-07 11-06-07 Sheet No: (D ❑ IJ of --sheets C B A w w " W Z OLJJ M O H a W M W �M O Z _U' Z �MMao � w Ir W J Z_ O o�nm W = Q C7 aZ�M U' Z m ~ J m ui W oa to U) W Z W Li N n tv O U m O W x �U= � < d 0 IL m �s M m� W W W m W 3 • WNMN U` LL O g Z Ol Z W ZZW O O Q O i1� � is��a Ste^ jai ��r, oMO- �C 0 �$W�- Q 0 ° O = O ill N�OX W W MOM< c V Z C4MCLIUJ m J m a � " U W LU F- N � U a • �m Q• O W o Z Z0 w 0 w �Z � W_ it) M H N O O z ¢` a• Q <$ ono ; > F W 2a. 3 a C$ V J A z � %Z< o� E c o F �o F� O Li ULJ 'Q Z woo �x �J �o w� �0 Z w 0 En U w M N n �J H V) a Drawn by: MOP P\/N Project No. Cadd File NO.: E S O4-30-07 L 07-23-07 E 09-27-07 11-06-07 Sheet No: of --sheets B 1 2• 3 4 5 6 8 10 1 1 2 1 1 4 15 1 MATERIALS: _ AU6ERGA5T PILES: A) PORTLAND CEMENT: PORTLAND CEMENT SHALL CONFORM TO FEDERAL. 5PEGIFIGATION5 GOAR5E, WITH FINENE55 MODULUS BETWEEN 1.40 AND 3.40. THE FINENESS MODULUS IS DEFINED LI BEARING WA GENERAL: AU6ERGA5T PILES ARE PLACED BY ROTATING A CONTINUOUS FL16HT HOLLOW SHAFT 55-G-Iq2 OR CURRENT A5TM STANDARDS, DESIGNATION G150. A5 THE TOTAL DIVIDED BY IDO OF THE GUMI LATIVE PE:RGENTA6E5 RETAINED ON U.S. (3) #5 TOP 7" 5AR TYPICAL AUGER INTO A PREDETERMINED PILE DEPTH. HIGH -STRENGTH MORTAR SHALL BE PUMPED WITH STANDARD SIEVE N05. I6, 30, 5Q AND 100. CONCRETE: SLA SUFFICIENT PRE55URE AS THE AUGER 15 WITHDRAWN TO FILL THE HOLE PREVENTIN6 HOLE B) MINERAL FILLER: MINERAL FILLER SHALL BE FINELY POWDERED 51LIGEOU5 MATERIAL WHIGH COLLAPSE AND TO GAU5E THE LATERAL PENETRATION OF THE MORTAR INTO SOFT OR POROUS P055ESSE 5 THE PROPERTY OF GOMBININC-i THE LIME LIBERATED DURING THE PROGE55 OF MIXING AND PUMPING OF H16H-51 RENii GEM: NT MORTAR: ONLY APPROVED PUMPING, ZONES OF THE 5URROUNDINS SOIL. A HEAD OF AT LEAST SEVERAL FEET OF MORTAR ABOVE HYDRATION OF PORTLAND GEMENT. GONTINUOU5 MIXING AND AGITATING EQUIPMENT SHALL BE USED IN THE PREPARATION AND 0'-0" FIN.FLOOR SLAB THE INJEGTION POINT SHALL BE GARRIED AROUND THE PERIMETER OF THE AU61ER FLIfi14TIN6 AT HANDLING OF THE MORTAR. ALL OIL OR OTHER RUST INHIBITORS SHALL BE REMOVED FROM ALL TIMES DURING THE RAI5IN6 OF THE AUGER 50 THAT THE HIGH -STRENGTH MORTAR HAS A G) FLUIDIFIER: FLUIDIFIER SHALL BE A COMPOUND P055E551N6 GHARAGT1rRl5TIG5 WHIGH WILL MIXING DRUMS AND MORTAR PUMPS. IF REAL)( MIX MORTAR 15 USED, AN AGITATING 5TORA6E 0I5PLAGIN6 AGTION REMOVING ANY LOOSE MATERIAL FROM HOLE. THI5 METHOD OF INGREA5E THE FLUIDITY OF THE MIXTURE, REDUCE BLEEDING, A5515T IN THE DISPERSAL OF TANK OF SUFFICIENT 51ZE SHALL BE USED 5f` fWEEN THE READY -MIX TRUCK AND THE MORTAR PLACEMENT SHALL BE USED AT ALL TIMES AND NOT BE DEPENDENT ON WHETHER THE HOLE 15 GEMENT G-RAIN5, AND NEUTRALIZE THE 5HRINKA6E OF THE HIGH-5TRENGTHCEMENT MORTAR PUMP TO INSURE A HOM06ENEOU5 MIX AND ('�DNTINUITY IN THE PUMPING OPERATIONS. ALL 5JFFIGIENTLY STABLE TO RETAIN IT5 SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AU67ER. (INTERAID A5 MANUFACTURED BY THE GROUT 54JPPLY COMPANY, BRECKS`,(ILLE, OHIO MEET5 MATERIALS SHALL BE SUCH AS TO PRODUGE': A HOM06E:NEOU5 MORTAR OF THE DESIRED N HIG14-5TREN6TH MORTAR: THE MORTAR USED TO FILL THE HOLES SHALL CONSIST OF A MIXTURE THESE 5PEGIFIGATION5). OTHER COMMERCIALLY AVAILABLE ADMIXES SHALL 5HOW PRIOR GON515TENGY. IF THERE 15 A LAPSE IN THE IC 11PERATION, THE MORTAR SHALL BE RECIRCULATED M OF PORTLAND GEMENT, FLUIDIFIER, SAND AND WATER 50 PROPORTIONED AND MIXED AS TO TEST RESULTS BEFORE APPROVAL. THROUGH THE PUMP. THE MORTAR PUMP SHALL BE A POSITIVE 015PLAGE=MENT PISTON TYPE 04 S 12 " E:W. PROVIDE A MORTAR GAPABLE OF MAINTAINING THE SOLIDS IN SUSPENSION WITHOUT PUMP GAPA13LE OF DEVELOPING D15PLAGIN6 PRE55URE5 AT THE PUMP UP TO 350 P51. THE `* APPRECIABLE WATER GAIN, YET WHIGH MAY BE PLACED WITHOUT DIFFIGULTY, AND WHIGH WILL D) WATER:: WATER SHALL BE FRESH, GLEAN, AND FREE FROM INJURIOUS AMOUNTS OF SEWAGE, MINIMUM VOLUME OF MORTAR PLACED IN THE HOLE: SHALL AT LEAST EQUAL THE VOLUME OF THE AUGURED HOLE. LOCATION OF PILES: WHEN IN GLUSTEREI: OF TWO OR MORE, PILES SHALL BE 03 1w 12" U.N.O. LATERALLY PENETRATE AND FILL ANY VOID5 IN THE FOUNDATION MATERIAL. MINERAL FILLER OIL, ACID ALKALI, SALTS OR ORGANIG MATTER. INSTALLED WITHIN 3 INCHES OF DESIGN LEGATION. ER51NEP O PILES SHALL BE INSTALLED WITHIN I #-I PILE DOWEL MAY BE ADDED TO THE ABOVE MIX IN LIEU OF A SMALL PERCENTAGE OF THE PORTLAND -i/2 INCHES OF DESIGN LOCATION. VARIATION FROM PLUMB SHALL NOT EXCEED I/2 INCH IN TWO (3) 05 BOTTOM CEMENT AT THE PILING CONTRACTORS' OPTION. THE MATERIALS SHALL BE 50 PROPORTIONED E) FINE A6CaREOATE: SAND SHALL MEET THE REQUIREMENTS OF CURRENT A5TM STANDARDS, A5 TO PROVIDE A HARDENED MORTAR HAYING AN ULTIMATE GOMPRE551VE STRENGTH OF DE516NATION G33. THE SAND SHALL GON515T OF HARD DENSE DURABLE UNCOATED ROCK FEET. ADJACENT PILES SHALL NOT BE PLACED UNTIL_ THE MORTAR IN THE PILES HAS REACHED 4000 P51 AT 2& DAYS. THE MORTAR MIX SHALL E3E TESTED BY MAKING ONE SET OF 2" GUBE5 PARTICLE5 AND' FROM INJURIOUS AMOUNTS OF SILT, LOAM, LUMPS, SOFT OR FLAKY ITS INITIAL SET IN ORDER THAT THERE WILL BE NO INTER GONNEGTION BETWEEN ADJAGENT PILES I811 14'' AUGERCAST PILING FOR EACH DAY DURING AU6ERGA5T PILE-5 ARE PLACED. A SET OF GUBE5 SHALL GON515T OF WHILE THE MORTAR 15 IN A FLUID STATE. AN A5-BUILT "SURVEY OF PILE LOGATION5 SHALL BE PARTICLES SHALE, ALKALI, ORGANIC MATTER, MICA, AND OTHER DELETERIOUS SUBSTANCES. IF PERFORMED BY A REGISTERED LAND SURVEY"OR. PILES SHALL BE LOCATED ON THE 2 GUBE5 TO BE TESTED AT 7 DAYS, AND 2 GUBE5 TO BE TESTED AT 28 DAYS. TEST GUBE5 WASHED, THE WASHING METHOD 5HALL BE SUCH AS WILL NOT REMOVE DESIRABLE FINES, AND RECORD DRAWINGS FLORIDAORIDA RE615TALLY AND VERTICALLY FROM THE COLUMN CENTERLINES. SUBMIT SHALL_ BE MADE AND TESTED IN AGGORDANGE WITH A5TM GIOq, WITH THE FXGEPTION THAT THE THE SAND SHALL SUBSEQUENTLY 13E PERMITTED TO DRAIN UNTIL THE RESIDUAL -FREE MOISTURE L MORTAR SHOULD BE RESTRAINED FROM EXPAN51ON BY A TOP' PLATE. IS REASONABLE UNIFORM AND STABLE. THE SAND SHALL BE WELL-6RAPED FROM FINE TO THE REGORD DRAWIN55 TO THE ARGHITEGT FOR APPROVAL. s OB5TRUGTION5: SHOULD ANY OB5TRUGTION (INIGLUDING BUT NOT LIMITED TO BOULDERS AND TIMBERS) BE ENCOUNTERED WHIGH 5HAL..L PREVENT PL.ACIN6 THE PILE TO THE DEPTH REQUIRED, L l GRADE BEAM 4 OR SHALL GAU5E THE PILE TO DRIFT FROM 'f1�E RE:QUIIRIED LOCATION, THE PILE SHALL BE _ COMPLETED IN ACCORDANCE WITH PARA6RAFIH I, AND THI5 SHORT PILE ADDED TO THE UNIT --- I ENGTH5 FOR PAYMENT. IF REQUIRED BY THE: EN6INEER, AN ADDITIONAL ADJAGENT PILE SHALL N.T.S. AT ELEVATOR PAD BE PLACED AND PAID FOR IN ACCORDANCE: 14ITH THE BID BA515 FOR ADDITIONAL FOOTAGE. REFUSAL SHALL BE DEFINED AS THE DEPTH �,IHERE:: THE PENETRATION OF THE STANDARD �y � � � � � � AUCaERCAST PILE - 14" DIA x 25 FEET LONCx TYPICAL. AUGURING EQUIPMENT 15 ONE FOOT PER MINUTE OR LE�i. MI W/ *'1 x 20' (EXTEND 15" INTO GRADE BEAM.) AND 405 E5ARS W/ #3 HOOPS 9 10" O.G. FROM PILE PILE GAPAGITY: THE DESIGN 15 BASED ON P'I MAXIMUM 11ORKIN6 CAPACITY OF 25 TONS PER K REINFORING DETAIL GUT OFF TO 15' FEET BELOW SURFACE. PILE IN GOMPRE55ION AND ID TONS PER PILE IN TENSION. PILE DIAMETER SHALL BE 14 INCHES. CON MASONRY MARK SIZE(WxD) BOT TOP MIDLE #3 TIES DESCRIPTION NO. DESIGN CAPACITY - 30 TONS. ALL SHALL BE #4 1@12" x6'-O" 'a 10" O.G. I' :- COLUMN IN ACCORDANCE WITH A.G.I. 545-84 PILE TOPS: WHERE THE PILE CUTOFF 15 NEAP. THE .�'.FAGE OR ABOVE THE BOTTOM OF THE TRANSFER STEEL II•'O . I. it II Al EXCAVATION METAL SLEEVES OR GA51N6 OF THE PROPER DIAMETER AND AT LEAST 18 INGHE5 I MATCHING DOWELS CxB-I 18 x 24 (3) #� (3) #•1 (2) °� lm O/C TYP. EXT. WALL OVER INTERIOR x h' 0 BAR DIA_ MIN IN LENGTH SHALL BE PLACED AROUND THE PILE TOPS. (5PEGIAL CONDITIONS MAY REQUIRE GRADE BEAM (3) #5 TOP "` [L ''I tit W/STD. HOOKS o GRAD 9r (4) #6 TOPEACHNOOKS G5-2 IS" x 2m" (3) #6 (3) #6 _ 12" O/G - D1 METAL SLEEVES OF ADDITIONAL LENGTH). tic CB_3 18" x 18" (3J #5 (3) _ 18" O/G GARAGE 6" STEP G1 AU6)RIN6 EQUIPMENT: THE HOLE 'FHROU6H WHI(;H THE HIGH -STRENGTH MORTAR 15 PUMPED DURIN6 THE PLACEMENT OF THE PILE SHALL BE LDGATE:D AT THE E30TTOM OF THE AUGER HEAD w BELOW THE BAR GONTAININ6 THE- GUTTING TEETH. THE AUGER FLI6HTIN6 SHALL BE GONTINUOU5 ° (4) #6 BOT EACH WAY I� I ; W/ 12" NOOKS C3) 05 (3) 05 BEAM AT J Q a G I Q G8-4 18"x18" — 12" O/C ELEVATOR PAD LI FROM THE AUGER HEAD TD THE TOP OF AUGER WITH NOI SAPS OR OTHER BREAKS. THE PITCH OF THE AUGER FLI6HTIN6 SHALL NOT EXGEED 4 INCHES. AU6ER5 OVER 40 FEET IN LENGTH #4 12" I•• 1 ° SHALL CONTAIN A MIDDLE GUIDE-. THE AU6ERGA5T P'ILI"INS LEADS SHOULD BE PREVENTED FROM EA .WAY co —i 14 �v I ° N r RGTATINS BY A STABILIZING ARM, 6' CONCRETE SLAB �r I #3 STIRRUP �- (4)"6 EACH WAY _ __ PILE CAP HOOK G4 PILE REINFORCEMENT: ALL PILE_ SHALL BE REINFORCED WITH 5#5 VERTICAL REINFORCING 12 U. LIA PC-1 36 x36 x16 TOP AND BOTTOM. BAR AT EACH END (3) ✓BOTTOM QLu PG-2 48 x48 x16 C4 EACH WAY _ _ PILE GAP HOOK G4 CT P - o '° "BELOW PILE GUT OFF ELEVATION AND I# 1 —` n� BAR5 WITH #3 TIES @ 10 GIG EXIENDIN6 15 -{) PAD REBAR SEE FOOTING SCHEDULE VERTICAL REINFORGIN6 BAR AT CENTER OF I E tgNDIN6NGTN. PROVIDE TOP AND BOTTOM. BAR AT EACH END SIMILAR GENTE"ZIN6 DEVICES FOR REINFc7RGIN6 GA E' "' INS. #- PILE DOWEL EDGE BARS ALWAYS 9 9 a REMAIN.SPACEE OTHERS EQUALLY PC-3 36''x�2''x1611 Ofm EACH WAY _ _ PILE CAP HOOK Cs4 &1!NIMUM FINISHED FLOOR ELEVATION TOP AND BOTTOM. BAR AT EACH END SIMILAR � I ' Ea. Ea. SHAALL BE IS" ABOVE CROWN OFROAD ST. LUCIE COUNTY 14" AUCsERGAST [ ,�� � v BUILDING DIVI PILING SEE scHED IN ORDER IrO Er MAY BE NECESSARY FORREvIIEV�E i MEET FLOOD ZONE; AND � ' �^ ` 'THESE PLANS AND ALL I�FiCdfi+®SI C� WORK DATE WED OR HEDILTH E� ARE SUBJECT TO ANY COAACCTION S REQUIRED BY FICLD INSPCCTOS�t THAT LA S AN MIT k ' MAY BI NECESS:�Ari`4" IN r1�20ER Ii7 MUST 8E KEPT ON JOB OR G1 GRADE BEAM 3 G4 iZ) )LATED PAD/PILE GAP G7 GRADEBEAM SCHEDULES COMPLY WITH t,LI. AF�F}LI>ti#<OL�: t`(�DES, INSPFCTIO WILL BE, DE _] N.T.S. N.T.S. N.T.S. - 4" THICK, 4'500 P51 CON(. SLAB REINFORCE WITH GRACE1ISTRUX 90/0" FIBER AT 1 Y"# PER C) , r OR1 ALTERNATE PANELS TO GREAT THE GRID SHOWN. PLACE Y" EXPANSION (3) #6 TOP JOINT MATT-RIALS BETWEEN SLAB AND VERTICAL MEMBERS. CAST 2nd PLACEMENT TIGHT AGAINST FIRST EXCEPT FOR BREEZEWAY AND ELEVATOR SHAFT BOTTOM. #4 e1211 x4'-m" 1211 O C ALTERNATE: PLACE COMPLETE SLAB, THEN SAW CUT 3" DEEP ON LINES SHOWN. io" CONCRETE SLAB 90 DEGREE HOOK FILL SAW CUT WITH COLOR MATCHED GONG. GROUT. TIE BEAM IT #3 6 12'' STIRRUP U.N.O. 52'-4" TOTAL BLDG LENGTH 1 112" MIN. COVER �'-10" �'-0" 11_/TII ❑I_,{II SI_mll 81_mll 81_0" .. F11UU ::JJ YY -. V CJ V T T f=. #4 REBAR g 12"OC. 4'-011 � - - - - AT PERIMETER (TYP.) IS BENT PC-2 HOLLOW CONCRETE MASONRY v UNITS ARE UNGROUTED F 7,(3) 06 BOTTOM VERTICAL #-f PILE DOWEL FOUNDATION MEMBER �' GB-1 _ BREAKAWAY WALL CONSTRUCTED OF .I � � � ' ' ' �:'�TYPI AL .. 45" IS" 14 AUC�ERCAST FILING �c; I �; �o" THICK NG. SLAB w/ 4 BA UNREINFORGED, HOLLOW CONCRETE I I c� _ S12" O.C. EACH U)IY ON 6 MIL VAWOR I _ MASONRY UNITS II - ,,�, I`. FARRIER OVER TERMITE I `,� `" (UNITS NOT TO EXCEED 8" 12 a I cO TIREATED WELL COMPACTED FILL I, I `A IN THICKNESS). ELPV. -6" I OIL Y____________.___-------- T____ .__._._.____RAGE ___ ___._.___.__.____.___ _._.__.____.__.__.__ I i I I I � I I I I CD ---�r•- ! 9 D 1 GRAD I G 3 — E BEAM 2 a GRADE BEAM N -- —�1.�— - - ____�I. i -- I I I i I 0 FLOOR STRUCTURE - I = I R L R I i I i — I r - PC-3 N.T.S. ® IO ----------------- ----------- -I -led ----EL1=.-K1- +''f�'I Y�-�011 ------ ;-------------- - _- (�} ELEVATION I � �-1 m GA%'IAGE - CZ N I I I� I I I I I I I o I � 8" CCONGRETE I II I GB-q - 4'-6I' 5'-8, - PC-3 (2) #4 BLOCK WALL "' I I -- VERTICAL (FL.PE RIMETER) - - I r #4 � 18" x4' - O'' 121' O.C. 1 - _ -'� - -_ _U1RE� -- - - - - ----- - --e- -- --- - ------ - - -- e - - - ,— FOUNDATION MEMBER C 9m DECREE HOOK (3) # T TOP - r ��� III �, - p� �nI - -- WAVE CREST HOLLOW CONCRETE MASONRY TYP_ENTIRE 0 �, AB-3 / �==- ---- UNITS ARE UNGROUTED PERIMETER (2) #S MIDDLE � � � � 1 I — j G:B 4 #4 121 #3 e 101, U.N.O. __ ! I -- -L- - BREAKAWAY WALL CONSTRUCTED OF t I EA WAY ' in 1 I/21' MIN_ COVER 7 .- , -1 GB-1 N I I r _ � C2 TYP ' - J @ STILLWATER UNREINFORCED, HOLLOW CONCRETE 0 --=----.--;----,------- ,-----------r- "--;-, ELEVATION 6 CONCRETE SLAB _ , .. , „ ; ,. I , II � r�I (UNITS MA5ONR 7UNOTEXCEED 811 (EXCEPT GARAGE) _ — I ,,. I I I I I NI 1 . _ ', ... � � IN THICKNESS). - - B #-I PILE: DOWEL L- -- J GB-1 _ #4REBAR612"OC. ---J (3) # 7 BOTTOM AT PERIMETER (TYP.) GRADE BEAM 14" AUCzERCAST C-2 Tel• OR FLOOR STRUCTURE 48" 91, 9" PILING 1' 0" 1'-011 6'-10" 8'-101, 8'-0" 11-101' GROUND IiETt� Al GRADE BEAM 1 A--4 PILING PLAN A14 BREAKAWAY WALL N.T.S. 1/4' .1 $_Opll 1 SCALE: NTS. FRiaNGIBLE WALLS 1 14 10 1 2 3 4 5 I 6 g 1 in11 1 2 16 Lj w N Wz 0- w ® aaa°n 0 Z Z Mk�MM/0 C7 z � Ll.J W w p I h U�� n W ® = Q z a z In U) Ld n��v Z w L :' Q rn < — SUS U Q D_ W it'paLL a e (7 H F 0 lit — w'*Nr:Nn La_ O A g Z W CIn Z q W ��:0! 0 N ZZ OJQ N Z3: ..gyp r®(0Q�" O ,L Z /� ,� V 3 z ..'° to R IA O � OWw z ; °Om< VIZ e4min I, 0 .J� z a Jry mo IL D I- li U WN w I-- V a Qm • O wo Z Zo W Q o Q U w 3z w_ 0) d N n ~ n Of Of Ie o J w I,r,'r1 c �1 Z W Q C5 U CJ7 w W or W o W r14 CV LLJ `n 1p Drawn by: MOH H\/N Project No. Cadd File NO.: DATE DESIGN PROGRESS O4-30-07 UP -DATE REV 1 09-27-07 PERMIT SET 11-06-07 Sheet No: Q�o of --sheets K 71 C i A I I � 24'-4" 7 THICK CONC. SLAB w/ ro"x6" _ I0/10 WWM ON ro MIL VAPOR r BARRIER OVER TERMITE TREATED WELL COMPACTED FILL T ALL FILL TO BE GLEAN, GRANULAR PREPARED IN AG(;ORDANGE WITH NOTE A-F. 5. STRIP A FOOT OF EXI5TIN6 501L FIVE (5) FEET PAST EXTERIOR BUILDING LINE-5, ALL A. DELETERIOUS MATERIAL5 MUST BE GOMPLETEL`'r (REMOVED. B COMPACT BOTTOM OF EXCAVATION WITH MEDIUM' DUTY N/IBRATORY ROLLER. AFTER EXI5TIN6 GROUND REAGHES MINIMUM DENE ITY OF "15'AS, FILL 5HALL BE PLAGED IN TWELVE G. (12) INCH LIFTS AND GOMPAGTED TO AGHIEVE APPROVED 015% MODIFIED PROGTER BEFORE _ NEXT LIFT 15 ADDED. ■ , 1 "' _ I `' D FILL SHALL BE GLEAN AND GRANULAR, FREE FRs:')M DELETERIOUS MATERIAL AND WELL GRADED. 1 ■ I ---N-- VERIFIGATION OF TE5T FOR MODIFIED PROGTOR AA5H0-I80 5HALL BE FILED WITH BUILDING ■ E. OFFICIAL. I' SLOPE TO 2 `V I RAIN DROP 6. GENERAL CONTRACTOR 5HALL BE RE5PON51BLE' FOR VE:RI YIN6 LOGATION5 OF ALL GONGRETE I 1 FOOTIN65/f'ADS, LOAD BEARING WAI STEEL/�:ONGRETE/IWOOD GOL.UMN5, WOOD HEADE:R5, _ J _ _—_� GONGRETE BEAM5/TIE BEAM5 AND HEIGHT ELENA51TION5 OF EAGH WITH TRU55 MANUFACTURER'S DRAWINGS BEFORE THE POURING OFGONGRET�� f'OOTIN�:�S/PAD5 AND SLAB. C6 TYP. CONNECT WALL TO CONC. COL'S - • 5 " " — WITH GALV BRICK TIES AT 24" O.G. e -2" II 6 6 -4 GOORDINATE A/G MECHANICAL ELECTRICAL E f''LUMBIN6 P''LANS FOR REQUIRED OPENINGS IN TAPCON BRICK TIE TO GONG. COL. ! - -1 SLAB. K I - — — / .41C4 T` - . 8. 5LEEVE ALL PLUMBING PENE`fRATION5. _ ■ 5EE ATTACHED AUGER GA5T PILE SPEGIFIGATIcYsil TOP OF TRUSS —-----1` EL, SEE PLAN �.:.. '��,.� I RAIN DRot= USP. RT16T 1 roll TH ANC: SLABS �, "x .�_r �. MAX. C2 T'I' . W/4 16 P NAILS 3/4" EXT GRADE PLYWOOD C6 T`I'j=. G1 T`I'}�, j BA1RR ER OVER TIERMAPOR �— L: J COLUMN SCHEDULE EACH END — 2x4 RIBBON IN NOTCHED--------—�_��__--•_----- — E—`"— #��` — - — s,, n, FLOOR TRUSS W/ (2) 16d g 24 OC. I. Y 8"x24" POURED GONG. - ❑ 0 .. .....: .. - _ O COL. w/ 6-0560 VERT. TOP OF PLATE O INFO C MA RE R ED SONR ,,. ■ : ., ■ �.... ■ ` ■ ■ . ■ ■ ■ � COL w/ 1 +5 0 PERT 8�� O J _ _ ■ ..,..:. / - FILL w/ 3000 PSI CONC. w � CI � Cl EL, SEE PLAN / °3 TIES g O.C. I I C2 12x12 REINFORCED MASONRY L_ �: C2 COL. w/ 2-06 0 VERT. (2) 2x TOP PLATES. WHERE LAP 4'-5" I'-5" 3'-10" I' I" 4'-6" 4'-0" 31_4" 5-2" 1'-8" FILL w/ 3000 PSI GONG. SPLICE REQUIRED, 4'-0" MIN LAP SPLICE W/ 118J 16d NAILS STAGGERED. 1'-0"1'-0" 4'-0" C3 COL. POURED CONC. COL. w/ 4-6 4 VERT. w/'�3 TIES m 8" O.C. PROVIDE "USP" SPT"U" STRAP W/ 52 4 (4) 8d NAILS EACH SIDE. 12"x16" POURED CONC.ca COL. w/ 6-"5 4) VERT. 2x BLOCKING w/ 03 TIES a 8" O.G. H " C8 � RINKER T999 REINFORCED (MAX SPACING g 8'-0 OC) MASONRY COL. w/ 2-Oro 0 VERT. FILL w/ 3000 PSI CONG. 0 ■ 12"x12" POURED CONC. c6 COL. w/ 4-*5 m VERT. w/ 113 TIES 6 6" O.G. G--1 INTERIOR BEARING 4 FIRST FLOOR SLAB PLAN WALL TYPES N.T.S. WALL SECTION 1 /4 1 ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH HYDROVENTING CALCULATION: W1 - SIDES OF 3 5/8" METAL STUDS @ 24" O.C. PER FEMA.: 1 SF GROUND FLOOR AREA WILL PROVIDE ]SQ. INCHE OF VENT OR 2 x 4 STUDS @ 24" O.C. AT BEARING WALLS. 2x6 BLOCKING (MAX SPACING 8'-0" OC) REQUIRED: TOTAL 632 SF : 632 SQ. INCHES PROVIDED: (4) 24"x8" _ 168 SQ. INCHES ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON UPPER BEARING WALL WHERE BOTH SIDE OF 2 x6 OR 2x 4 @ 16" O.C. W/ R-11 SHOWN ON PLAN. `4 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. 2x BOTT PLATE. 52'-41, EDITION 2001 (SEE PLAN FOR WALL SIZE) o ROVIDE "USP SPT"U" STRAP W/ K PPR NAILS EACH SIDE. 3 7/8" STUCCO ON 5/8" CDX PLYWOOD SHEATHING ON EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF TOP OF TRUSS SEMCO RGTPGA 816 EL, SEE PLAN 3, 2x 6 STUDS @ 16" O.C. W/ R-11 BATT INSULATION. NOTE: NO GYP. BD @ INSIDE OF CHIMNEY W/6 16 P NAILS 3/4" EXT GRADE PLYWOOD HB HB EACH END r-ONE - 0 2x4 RIBBON IN NOTCHED I @ ■ ■ � ■ ■ ■ ■ ■ ■ ■ FLOOR TRUSS N l2J 16d 24" OC. I — LAYER OF 1 1 GYPSUM BOARD ON 1 x 2 P.T. 24"W. 8"H. HYDRO 4 WOOD FURRING @ 16" O.C. W/ 4.2 INSULATION ON 6" ABOVE FLOOR LEVEL INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" TOP OF PLATE (TYPICAL 9 4) CONCRETE BLOCK. EL, SEE PLAN 5/8" STUCCO ON 8" CONCRETE BLOCK. 1 DRYER VENT TO I I OUTSIDE PER FRC.1501 (2) 2x6 TOP PLATES. WHERE LAP I I I 2800 STORAGE ; ■ SPLICE REQUIRED, 4'-0" MIN LAPi iv ' _ II'-0"I 20'-0" 10 SPLICE W/ (18)16d NAILS STACERED. 6 -O 23 -0 1 4 GYP. BOARD PARTITIONS WITH NO TYPE INDIOATED ON PLAN ARE UNDERSTOOD TO BE "W1" PROVIDE "USP SPT"U STRAP W/ (4) 8d NAILS EACH SIDE. I I ■ ■ GARAGE ALL WALL PARALLELL M MISC. NOTES: TO SHORE LINES SHALL - 10 BE FRANGIBLE WALLS _ �, 1. ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOOR TO BE TEMPERED. D-1 INTERIOR BEARING I I n I I I ■ - VERIFY W/ MANUFACTURE = I 2. ALL GLASS SHOWER TUB ENCLOSURES SHALL BE TEMPERED j ■ 5060 5F.� FOR ACTUAL OPENING a 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR N.T.S. WALL SECTION @ 2880 O SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN _ OOVESED FATf 0 102 SHAFT ENCLOSURES SHALL HAVE I HR FIRE RATING I Gm" ABOVE FLOOR OF TUB OR SHOWER I I 4 (2 LAYER 5/8" TYPE 'X' GYPSUM BOARD STAGGED) STUCCO ON SELF -FURRING O I s, 2880 WALLS SHALL EXTEND FROM THE TOP OF FLOOR TO 4. ALL BATHROOM FLOORS � BASES SHALL BE: IMPREVIOUS MATERIALS a RIB METAL LATH ON FELT TOP OF THE FLOOR /CEILING ASSEMBLY BELOW TO I I I I OVER THE BOTTOM OF TRUSSES ■ - THE UNDERSIDE OF THE FLOOR OR ROOF SLAB OR I 5. ALL FIX GLASS SHALL BE: 114'' THICK (U.N.O.) I I I W/ 2" STAPLES (MIN. 13ia" EMBED INTO _ 2x6 BLOCKING i TRUSS AT EVERY RIB 4" O.C. TYP. 0 OR DECK ABOVE- (SEE FBC 2004 SEC 101.4 8 107.5) I 6. DOORS BETWEEN GARAGE 8 HOUSE MUST BE SOLID CORE 13/ " THICK (MAX SPACING 8'-0" OC) I 1 (SEE F.R.C. 2004 SEC. R703b) F� 4'-8" /1 11'-6" 6'-4" WITH 2x4 SOLID RABBETED JAMB, OR A C-LABEL METAL DOOR AND (# FB.C. 2004 W/ 2006 AMENDMENTS e 3 _ JAMB. DOORS TO HAVE SELF CLOSERS. (TYPICAL AT ALL EXTERIOR CEILING) -T. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING Zx 6 WOOD STUDS 16" OC. I I MOTE 6 ■ I e I A-1 `�g r I @ THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE 1 I ■ �/— — —�� (� SHALL BE CONSTRUCTED OF AMIINIM NO. 26 GAUGE (0.48 mm) SHEET USP SPT "U" STRAP — 36 0 FRENCH ■ STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS W/ (4) 8d ©EACH LEG W/ 620 TRANSO ABv = INTO THE GARAGE. (F.R.C. 2004 R-3m9.2) j y STORAGE f I � j� ENT = 8. EXHAUST AND DRYER VENT MUST VENT TO OUTSIDE PER FRC. 1501 B 1506 1 RI �. 1 - OPEN ABV t_7 1/2"1 8"LONG EXPANSION ANCHOR9 Mo OC W/ 3 x3 xl/4 FLAT STEEL , 12S +TI 5 2 �„ 2 25 EMBEDMENT WASHER (b" FROM ENDS 4 DOOR OPENINGS) L-- ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ MIN 51/2'._@ WINDOW NOTE B TOP OF SLAB 3050 C5M 102 4050 FIXED EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN `• • •'�•',_� '•' EL. SEE PLAN 101 • •• ' • • •.�•••••,�,T:` � 2m" IN WIDTH, 24" IN HEIGHT, S.� SQ.FT. IN AREA W/ THE BOTTOM OF :',.•' 4'-3" THE OPENING NOT MORE THAN 44'' ABOVE THE FINISHED FLOOR AND NO :, r�';. •:;:. 4„ CONC SLAB ON •''+ t ^ . ��� 6 MIL VAPOR BARRIER 46'_4" PART OF THE OPERATING MECHANISM MORE THAN 54 ABOVE THE I'-0"1'-0" 4'-0" FINISH FLOOR AS REQUIRED ON COMPACTED FILL 52'-4" VERIFY ALL MASONRY d WOOD FRAME OPENING SIZES TO FIT DOORS FOOTING (SEE SCHEDULE) AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF THESE PLANS AND ALL PROPOSED WORK CONFLICT EXISTS. :ARE SUBJECT TO AN)( COR1?t_CTIONS RFQUIRCU BY FIELD INSPECTOR, THAT AF h1AY 0E NECESSARY IN ORDER TO A -,.. . L DES - A-- 1 INTERIOR BEARINGA-4 FIRST LEVELS FRANGIBLE WALLS F G 14 GENERAL DOTES N.T.S. WALL SECTION @ SLAB 1 4"-1'—O" s� 1 2 7 cl 7E /7 8 9 10 1 1 1 1 7 1 '1 16 Lj If LLJ N W W Z O in r O W Li.� O N a' M m o Z Z U)W is :) 0 W0 m Z a, I 4 j� C9 —I m = Q 0 `Nz z ::D � (n V) (n W � on O Li O a navx �oaw m . . U� Fro •- WC*''rW U- Or O g Z Z W M Z t ZZW ND�I�� N N (•n n IL Z -oW;^ Q Q *m ® `. w 0-M Q� OZ ;z 0 U) ®1i.. O ne O U) W w Ngox tgom� c 'J z J � K z a� r m N w Lu 0 �3 U 1L �m a 0 ca .. wa z 0 Zo W EL �Z o Q U Q w �3 z � W_ In 0 M ~ N o° F o N F aw � V ; �I d Z ++ o. 0= o F , L� uao O CL'3a •20 o °az Li— E Z_ o ,. o� o °a o you C) w lil z z w W o &5 w E _y x W ui CD co U H � M D ralm Drawn by: MOH �� Project No. Cadd File NO.: DATE DESIGN PROGRESS O4-30-07 OWNER APPROVAL 07-23-07 LAUND.RM MODIFY 08-15-07 UP -DATE REV 1 09-27-07 PERMIT SET 11-06-07 Sheet No: A4" I of --sheets C r\ LLj Of LA N W z_ r M O F�pM W O Z Z O M M m 0 z ::) W W W U�n� w O z ''' a z p, J Z) m � -,;;: m q in z (n L�.O LL—to W W=n3 h- Oct.— n o LL- O w <" ��_X �OdLL - -- Q � � m an <Co .°o 4 m(i W W It W m W 4 i' WdV)lfl o z Z W �M0, Z t ZW ��J 0 N Z a a Q o 5 D_ a ------- � • � W 0 r CO vip Oe M °C O Ul W WW V fz o x Mom<i °<CF o V Z / J m H ri N U W W t: H v i -- d • O Q O W O z Z `o W i- c W U W �z J W_ In � M ~ N I= 0 < N ae � V U ; a < U Z+ <O . 0� O K l o n�O 0eIt OI L • °A J z Cy < LL— • EmsC 0 7= MA `t Of Of O L.L_ LU uu o Q Cn U E 0- 0- cn WCD w_ of U U � N w D Drawn by: MOH HVN Project No. Cadd File NO.: E SS O4-30-07 AL 07-23-07 FY F 08-15-07 1 09-27-07 11-06-07 C Sheet No: A42 a of --sheets 1 2 3 4 5 6 7 I 8 9 10 I 11 13 14 15 16 NEOfi'P=��= CLO: SE Al BA LUATERPF ME"IBF "n,a'^CsE tE 5 V. CRIMP METAL. ROOFING DD DI.UGS L-1 I HIP / RIDGE COVER H G OL TOP OF TIE BM. E D C n a n TOP OF 3rd FLOOR 11-F--s +22-5" n 2rd LEVEL CLG. LIN e +2m'-S" n 2rd FOOR PLAN �1 lst LEVEL CLG. LINE 6 +S' - 8" n TOP OF GROUND FLC RIGHT ELEVATION L-4 N.T.S. 5 V. CRIMP METAL. ROOFING GA_ 26 GA. GALV. METAL = VALLEI' FLASHING UJ AT 12" O.C. Z �OMFIC51TECSHINGLES c° Z_ = 4 5/8" CDX PL'i WOOD SHEATHING STUCCO 26 GA. GALV. COUNTERFLASHING METAL FLASHING :~ DETAIL SHOWN FOR WOOD FRAME CONSTRUCTION - DETAIL SIMILAR FOR BLOC< CONSTRUCTION SEALANT METAL "L" FLASHING NEOPRENE SPACER / ROOF CLIP 5 V. CRIMP METAL. ROOFING 12 ATTACH RAILNG FLANGE TO HOUSE W/(2) 5/16"xl 1/2"TAPCONS 2 "x2" ALUI" I.TOP. BOTTOM 4 VERTICAL RAILS (VERT. & 45" O/C MAX) 3/4"x3/4" INTERMI VERT. a 4" 1/2 O/ L_ // "I I O ZFASTEN VERT.RAILS TO CONC. SLAB ALUM. SHOES FROM RAIL MFR III//A 1G iti 11 I ti11t nr,�.-.. in =DIATE L-7 FLASHING DETAIL L-10 RAIL ATTACHMENT N.T.S. N.T.S. NOTE: VERIFY W/ OWNER FOR RAILING STYLE 'T A-10 FRONT ELEVATION 10 12 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY (,C)RPE.cTIO%1> REQUIi' U) BY Fi,-LL) Its aPEcTORS THAT MAY BE NECESSARY IN OF',DE,R TO COMPLY WITH ALL APPI_IOA9L.E QC QES, LL.I cr- N w Lit 02 L d Z O o F z W z 0 Z � W W W O, I Ld O z � OO J m Cn�`yF m <m � V) V) (n Ld n O : ® 0 — .X U Q W O2` �Oa.a <0 '<Go M �O m` z W w m W 3 N z (A��I 0 Z O W Q (9 (n — < t=�� J Q .. c�� o W io._. 5;Q � c < o z mow Q oG O (� lV } O X w Ile c 0 V W z Nm°a< no: � m fL HM N U W uJ p_ N a De - • Q wo Z Zo w >- ILL aU z 3; w z (IfWn M ~ N I ■ L� z 0 � N F a i S - 0. CDQ 7 O °=o F CL aD o V t O W =az J W o0z 0 o 3= 00 p Q eCe • . C a 0000 ® F o � -- iil i�I Lu � W z W o O � U r- _ y �j L.0 � I— W O � W CV D rm7 Drawn by: MOH HVN Project No. Cadd File NO.: E SS O4-30-07 AL 07-23-07 IFY F 08-15-07 1 09-27-07 11-06-07 i Sheet No: a of --sheets 114 15 16 1 2 ELEVATION 1IATERIAL5 7-NOTE SYMBOL DESCRIPTION lO METAL ROOF 0 EXTERIOR WALLS W/ SMOOTH STUCCO O3 12" SQUARE COLUMNS O RAISED STUCCO BAND 8 SURROUND 5O DECORATE SILL 8 HEADER O ALUMINIUM LOUVER V O DECORATIVE MOULDING SO DECORATIVE CONC. SIDING LOOK O 1 K H G E D 5 A 3 4 5 6 (2) 2x TOP PLATE OF LOAD BEARING WALL W/ U5P TOP PLATE STRAP. / LOAD BEARING WALL (IF APPLICABLE - SEE PLAN) I"x18" GA. USP RTISF (OR EQUAL) STRAP W/ (4) l0d COM. NAILS IN HEADER AND (4)1md COM. NAILS IN STUD EACH FACE. (2) 2x WOOD HEADER NAILED TOGETHER WITH 16d NAILS B 8" O.C. STAGGERED -SEE PLAN OPENING SEE: PLAN (2) 2x STUDS EITHER SIDE OF OPENING L-4 N.T.S. U 7 WOOD HEADER (5EE PLAN) U5P (TP-"U" STRAP) WRAPPED OVER WC BILL PLATES 0 WOOD TRUSSES )5L.TOP PLATES NOTE: THE INSTALLATION OF GLAZING PROTECTION DEVICES HAS SEEN CONSIDERED IN THE DESIGN OF THE SUPPORT STRUCTURE: L-7 TYP. WINDOW N.T.S. IN WOOD WALL DETAIL USP (TP-"U" STRAP) U5PI8 STRAP W/4-10d NAILS) AT EACH END DBL. JACK STUDS NOTE: TYPICAL WOOD BILL TO BE (2) (2)"x 5PF" STUDS W/ 1/2" CDx PLYWOOD IN BETWEEN EA. APPLICATION (5 1/2" THICK BILL) TYPICAL AT ALL WINDOWS i BEARING WALL STUDS . (2) U5P (TP-"U" STRAP) WRAPPED AROUND JACK AND WALL STUDS (TYP. EACH SIDE) U5P (TP-"U" STRAP) 10 12 13 FLOOR/WALL - EXTERIOR \ LATIGRETE PLAZA AND DECK SYSTEM Exterior Wall Finihes Flashing over Waterproof Membrane Sealant with Backer Rod Existing 3/4" Pl wood Sheathin (Elevated over Occupied Space Hot Mopped 90* Felt Wire Reinforcing (I.) LATICRETE Thick Bed Mortar and Additive (2.) LATICRETE Waterproof Membrane (3.) LATICRETE Thinset Mortar with Additive (4.) Ceramic Tile LATICRETE Grout and '_Ad: (5.) NOTES: 1.) Wire Reinforcing: 16 ga., 2 x 2" (5 x 5cm) Galvanized Welded Wire Mesh. 2.) LATICRETE 3101 Mortar Admix mixed with LATICRETE 226 Thick Bed Mortar. Bed Thickness is 2" (50mm) Min. Slope Mortar Bed to Drain 1/8" (3mm) in 12" (300mm). 3.) LATIGRETE 9235 Waterproof Membrane- Licjuid Applied with Reinforcing Fabric. 4.) LATICRETE 423-1 Latex Thinset Mortar Additive mixed with LATICRETE 211 Crete Filler Powder or LATIGRETE 3101 Mortar Admix mixed with LATICRETE 212 Floor : Wall Thinset. Minimum Continuous Thickness 1/8" (3mm). 5.) LATICRETE Sanded Grout (500 Series) mixed with LATICRETE 1116 Grout Admix Plus. H-10 DECK SYSTEM NTS. W/ LATICRETE SYSTEM 14 15 FLOOR - EXTERIOR LATICRETE: PLAZA AND DECK SYSTEM OVER OCCUPIED SPACE 16 Not Mopped 900 Felt dbkMAN ---------------------- orcing (1.) Grout with Admix (5.) dmix. with ar Mix (2.) brave (3.) et Mortar er Powder Admixture Thinset (4.) or Stone Sheathing NOTES: 1.) Wire Reinforcing: I6Ga., 2" x 2" (5 x 5cm) Galvanized Welded Wire Mesh. 2.) LATICRETE 3-101 Mortar and Grout Admix. with LATICRETE 226 Thick Bed Mortar. Bed Thickness is Min. 2" (5cm). Slope Mortar Bed to Drain Min. 1/8" (3mm) in 12" (300mm). 3.) LATIGRETE 9235 Secondary Waterproof Membrane- Liquid Applied with Reinforcing Fabric. 4.) Minimum Continuous Thickness 1/5" (3mm) 5.) LATIGRETE Sanded t3rout (500 Series) with LATIGRETE 3-01 Mortar and Grout Admix. THESF PLANS AND ALL PROPOSED :ArORK ARE SUBJECT TO ANY CiJt'"�t3r'.:i:Tl ^tu Rro9,)If• t) r3YP117LD INSt'ECTOF; i,,1,4,j h1AY SE NECESSARY IN orgw. n }::r Lj X N ui in oZ *arsW Li 0 "'oW U)z Dw O.,w W —JZ MQ pZ ^;a, J m V)N o U) w it Z W � U �� O w _<a � o- O m N \III M� UL o OWW Z OaM ZWW -ith I N O ZO J Q n > v^� Q Q O a Z .� 3 Z ..'a (nRg - O O (n W W N ox MOT< 0 V o Z O J 0: i �® K (L 0 w WN O _3 ac a • �m C9 W o Z W W Q v W �Z J It W In N 0 Z < o f- aox � V � aO oeo '+F 3023 C IV o oaU W co °a< C �' Z or LLJ :1 0 OE- - Ooc "c € 0 0 Q CC O J Z W © o Wrf1 LL I Jll V�1 U Q � rr r7 � N D Drawn by: MOH HVN Project No. Cadd File NO.: E SS O4-30-07 AL 07-23-07FY EPROGRESS 08-15-071 09-27-0711-06=07 Sheet No: LrUNJ o of --sheets C 2 I i 4 6 7 1C 1 1 12 13 14 15 16 N W WZ W M^o h<mM W W C9 N mMmm Z Z Ala M M m a W p J X OJ W a �z<M C9 z D O \ 3F�� J m (n w m 7 fn U) in w z W � OU O w ^vx< ^0(L � 0 m �4 M . . z Leta— d- � ILL n Z W r2mv, Z Z W Z U) I 0 N 0 J Q N ��n in- 5 a �aZ Q Q 4, <__ Q41m^ ' o °d o • M Now d M Q 0z 0 � oWW inN0Ox m Xd Ce c 0S V z J K �m a D �-M U 7 WN ~ 2 H �m a • ao z Z WCL O aU Z V W M W 40 ~� � � H z n < g m a� $ IL �Z 8 z =F F O 91 � D L f m . aa og M G W�mZ V J E` o a o:5 =° c goo O F-1 O Q o Imo+ v E _y x W 0- W c� w o Of Uv �3 M � N D Co %W Drawn by: MOH NVN Project N o. Cadd File NO.: TE ESS O4-30-071 09-27-07 r 11-06-07 Sheet No: AU A of --sheets 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 MK 51ZE LOCATION T''FE MODEL MANUFACTURE GLASS DE51GN PRODUCT fi RE55URE F'RE55URE ATTACHMENT I have reviewed the below and approved it Engin�^er or Architect of recored) 101 311 FRENCH ENTRY DR (t) AO PGM DP10/91 PALM CITY MILLWORK IMPACT +55.0 / -12.1 +60 / -80 ATTACHMENT 1 Name: James Bu5house FE. N W/ 3620 TRANSOM ABV ATTACHMENT 1 EXTERIOR DOOR ATTACHMENT 3 WINDOWS O PGT-101 PGT IMPACT +55.0 / -12.1 +64.8/ -64.8 ATTACHMENT 3 Registered Engineer *20311 2x4 PT. BUCK ATTATGHED WITH 2x4 PT. BUCK ATTATGHED WITH 10 2880 FRENCH HALLWAY AO 6W-150 P.G.T. IMPACT +563 / -622 +10.0/ -80.0 ATTACHMENT I Structure Engineer of record 5igneol and Sealed 1/4" x 3-I/4" LONG TAPCON TO CONC. I/4" x 3-1/4" LONG TAPCON TO CONC. ATTACHED DOORS WITH 2" #12 5REW ATTACHED DOORS WITH 2" #12 5REW 103 28W STORAGE © SW-150 P•G•T• IMPACT +56.3 / -622 +10.0/ -80.0 PRODUCT APPROVAL INFORMATION (INCLUDING ATTACHMENTS) SI SUPPLY BY MANUFACTURE DIRECT TO BUCK AT 6" FROM CORNER DIRECT TO BUCK AT 6" FROM CORNER 104 16'-0"x8'-0" OH © DECADE II RAYNOR +493 / -61.0 +10.0/ -B0.0 ATTACHMENT 2 ANNAM CORPORATION TAKE NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION, AND AT 12" AT IN511DE. AND PER AND AT 1211 AT INSIDE. AND PER MANUFACTURE5 SPECIFICATION. MANUFACTURE5 SPECIFICATION. BUILDING PRODUCT 201 6080 SLDG GS DR LIVING ROOM OD 5GD-R0R P.G.T. 3116" IMPACT +533 / -59fo +64.8/-64.8 ATTACHMENT 3 PRODUCT MODEL MANUFACTURE ATTACHMENT DESIGN FRE55. DESIGN FRE55URE5 c3� 20 6080 SLDG G5 DR DINING RM OD 51 P.G.T. 3/16" IMPACT +53.3 / -59.6 +64.8/-64Z M (Y MULLIONS SH MK-40 PGT *12 F.N. SMS STAGGERED ON BOTH SIDES AT MULT. USE (4) 1/4" 6-1/4" TAPCON THRU BUCK TO GONG. +51.1. / 44.0 +95 / -95 O 20 2880 AG STORAGE O 5W-150 P.G.T. IMPACT +563 / -622 +10.0/ -800 a ATTACHMENT 2 GARAGE DOOR ATTACHMENT 4 SLIDING DOOR Q ROOF 5 V- CRIMP SOUTHERN METAL MANUFACTURE PANEL SHALL BE FASTENED TO DECK W. MIN. 14 SHARP POINT 5REWS WITH HEAP NEOPRENE SEALING +41.9 / -41.9 IN FILED +50 / -50 IN FILED WASHERS OF SUFFICIENT LENGTH PENETRATE THRU SHEATHING MIN. 3/16". THE SPACING SHALL BE AT -101.6 PSF PERIMETER-106.15 PSF PERIMETER 2x6 PT. TO CONCRETE WALL WITH 1x6 PT. BUCK ATTATGHED WITH MAXIMUM 15 lb" OC. FIELD AND 8" AT PERIMETER AND CORNERS- AND CORNER AND CORNER 1/2" DIA. EXPAN51ON BOLTS 1/4" x 3-1/4" LONG TAPCON TO GONG. O 301 6080 SLDG G5 DR LIVING ROOM OD SGD 10R P.G.T. 3/16" IMPACT +53.3 / 59fo +648/ 64.8 MINIMUM UNDERLAYMENT SHALL BE AN ASTM p 226 TYPE II INSTALLED WITH A MINIMUM 4" SIDE LAP 5 16" O.C. G EMBEDMENT ATTACHED DOORS WITH 2" #12 5REW AND b" END LAPS. UNDERLAYMENT SHALL BE FASTENED WITH CORROSION RESISTANT TIN -GAPS AND SEE GARAGE DOOR DETAIL M-14 1_LI 30 6080 SLDG G5 pR LIVING ROOM Op SGD-10R P�'T• 3/16 IMPACT +533 / -68.5 +64.8/-64.8 DIRECT TO BUCK AT 6" FROM CORNER X 12 GAUGE 1-114" ANNULAR RING -SHANK NAILS, SPACED 6" O.G. AT ALL LAPS AND TWO STAGGERED AND AT 12" AT INSIDE. AND PER 1Lt ROW 12" O.C. IN THE FIELD OF THE ROLL. OR, ANY APPROVED UNDERLAYMENT HAVING A CURRENT NOA. MANUFACTURE5 SPECIFICATION. rALL WINDOWS, DOORS GLASS ARE IMPACTED GLASS, NO SHUTTER REQUIRED 1& L-1 OPENING ATTACHMENT MK SIZE THK T''FE FIN. MAT'L FRAME THRN REMARKS --- 1 2880 1 3/8" A paint S.C. Wd. wood 20. Minutes and provide closer / garage E house N.T.S. 1 1 VI III 2 2880 1 3/4" A a int S.C. wd. wood II\ 1 11 p F III 11 101 4050 FIXED PGT-101 P.G.T. IMPACT +56.5 / -62.4 +66.1 / 409.6 ATTACHMENT 3 3 2880 1 3/8 A paint S.C. Wd. wood ® verify wd elevator contractor for size require. 102 3050 C5MT 10 PGT-101 IMPACT +582 / 403.1 +66.1 / -500 4 2880 13/51, A paint S.C. wd. wood v O 1°1L-ii J' i1 5 5080 bifold 1 3/8" D paint S.C. Wd. wood ` 1 -1/ 11 111 201 4040 FIXED 2O PGT 101 IMPACT +51.9 / 63.4 +66.1 / 800 6 2880 bifold 1 3/8" D paint B.C. Wd. wood K CQ 202 3050 FIXED 2 IMPACT +582 / -II +II / -696 Q) O 1 2880 bifold 1 3/8" A paint B.C. Wd. wood :Z(3)2460 FIXED WITH O IMPACT 5 GLA5 O 203 (3)24 1-10 FIXED TRSM 2 +582 / -613 +66.1 / -80.0 8 6080 dbl bf 13!8" D paint S.C. wd. wood marble marble thrh e bath only O O EXT. Stucco IMPACT O 9 2550 1 3/8" A paint S.C. wd. wood ® verify W/ elevator contractor for size require. CONCRETE C1 (3)3060 FIXED WITH O IMPACT BLOCK 10 2080 bifold 1 3/8" D paint s.c. wd. wood 20 (3) 30 I-10 FIXED TRSM +51.9 / -65.1 +66.1 / -69.6 p O IMPACT 11 2850 PKT 1 3/5" G pa int S.C. Wd. wood SOLID GROUT � 205 4060 FIXED WITH O IMPACT +800 / 800 12 2880 F'KT 13/8" G paint S.C. wd. wood marble marble thrh. tobath only 40 1-10 FIXED TRSM O +552 / -61.2 I 1/2" DIA 2 J EXPANSION BOLTS 13 2880 1 3/8" A paint s.c. wd. wood AT 16" o.C. Z0 3040 C5MT lO PGT 101 IMPACT +592 / 645 +66.1 / -696 14 2880 13/8" A paint S.C. wd. wood 6" EMB. DOOR RECESS LLI20 (3)2450 C5MT lO PGT 101 IMPACT +548/ -60.9 +66.1 / 800 15 2080 BF 1 3/8" D paint S.C. wd. wood ui DOOR STOP Z 16 2880 1 3/8" A paint S.C. wd. wood marble marble thrh. A bath only 11 2-2080 1 3/8" A paint S.C. Wd. wood TREATED 18 2860 BF 1 3/4" D paint S.C. wd. wood _ 2x6 NAILER h m 19 28BO 1 3/4" A paint S.C. wd. wood O D DOOR- H SEE SCHEDULE z 20 2880 1 3/4" A paint S.C. Wd. wood (Dverify w/ elevator contractor for size require. (3)2440 CSMT WITH D PGT-101 IMPACT +66.1 / -80.0 ' (321 2880 1 3/4" A paint s.c. Wd. wood DOOR TRACK 301 (3) 24 1-8 FIXED TRSM +53.6 / -612 O BY DOOR MFR. O IMPACT +66.1 / -69.6 Q 22 2080 bifold 1 3/8" D paint S.C. wd. wood DOH01-02 30 2030 C5MT O IMPACT +59.9 / 405.0 +66.1 / -80.0 30 4060 FIXED O IMPACT +56.1/ -62.0 +1 1 / -50.0 O H-1 GARAGE DOOR JAMB 30 4E60 FIXED o I IMPACT +56.1/ -11 +66.1 / 409.6 ('.)'; D50 FIXED WITH O IMPACT N.T.S. 30 ( a,) 30 1-10 FIXED TRSM O IMPACT +523/ -61.3 +66.1 / -69.6 4050 FIXED WITH O �0 40 1-10 i-IXED TRSM O +55.1 / -61.1 +66.1 / -69.6 _ 2 30 2050 FIXED O +59.4/ -64.1 +66.1 / 49b Ix2 P.T. FURRING W/ INSULATION 1/2" GYP. BD. FINISH -SEE-� CONCRETE v G 10 INTERIOR DOOR & OPENING SCHEDULE BLOCK I SEE 'S' DWGS. EXT. STUCCO FOR BUCK ATTACHMENT N.T.S. I _ a CORNER BEAD SEALANT 12" GYPSUM BOARD ALUMINUM SEALANT B N FOIL ACKE ALUMINUM FIXED GA55 INSULATION SYSTEM WITH ALUM. CONT.SEALANT� SILL PIECE DO - SEE "xP.TIRRING 1/4" SHIM SPACE SCHEDULE MARBLE STOOL SET- F� N GROUT BED COMER BEAD it CONT.SEALANT ANDBACKER 5/S" GYPSUM BOARD Fx P.T.WOOD BUCK E CONT. SEALANT /f CONT. SEALANT) 2"xP.T.WOOD + 1/4" SHIM SPACE a. • A d y. BLOCKING P ' + - --- GT(OR EQUAL) WAL01-08A 4 CASEMENT WINDOW 1/2" GYPSUM a; POURED CONCRETE SILL BOARD ON 1"xPT t - i� FURRING ' CONT. SEALANT v d Qa a STUCCO FINISH R42 FOIL BACKED - INSULATION s, ti' 9r• � f, CONCRETE MASONRY UNIT STUCCO FINISH VA A D-1 S.HUNG WINDOW. HEAD D N.T.S. JAMB SIMILAR NOTE: EXIT DOOR THRESHOLD SHALL NOT BE MORE THAN 11/2"D-10 FRENCH DOOR JAMB D-13 FIXED WDW, SILL N.T.S. N.T.S. HEAD, JAMB SIMMILAR D---ALUMINUM / I \ WINDOW - SEE INT. VERIFY EXT. ' SCHEDULE I -�II I I j h II' SEALANT I SEALANT _ 1=11 OO SINIM-SILWAINRG DOOR -3 4" 3 3CAULK \1 3 /4 11 CORNER BEAD 7 I"xP.TFURRNG CAULK---' O 01 4/ I1I DOOR SEE 1/2" GYPSUM BoaRD SCHEDULE N FOIL BACKEDMARBLE INSULATION POURED FINI GONG. SILL 111 SE£ SC EDU E ALUMINUM CONCRETE MASONR`- UNI TREAHOLD 1 SEALANT STUCCO FINISH TEMP. 2"x P-T.WOOD BUCK EXT. f1LA5TER O GLASS � CONT. SEALANT CORNER BEAD PGT(OR EQUAL) 1/2" GYPSUM BOARD FINISH - SEE CONCRETE SLOPE CASEMENT WINDOW -CONT. SEALANT SCHEDULE BLOCK NOTES: /8" PER FT. 1/4" SHIM SPACE Ix2 P.T. FURRI G W/ INSULATION 1. CONTRACTOR TO VERIFY ALL DOOR AND WINDOW OPENNING PRIOR TO CONSTRUCTION. a o WAL03-02A I/2" GYP. BD. 2. PROVIDE SCREEN ON ALL OPERABLE WINDOW UNITS. 4)FILLER COMPRESSIBLE 3. PRODUCT APPROVAL INFORMATION (INCLUDING ATTACHMENT) IS SUPPLY BY THE MANUFACTURE CONCRETE SLAB ANNAM CORP. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. r-TH02-®2 A A-1 S-HUNG WINDOW. SILL_ A-4 EXTERIOR OPENING SCHEDULE A-10 FRENCH DOOR SILL A-13 FRENCH DOOR HEAD N.T.S. AT CONCRETE WALL 1/4 so =1 1 -0 N.T.S. N.T.S. 1 2 3 4 5 6 7 g g 16 11 12 13 14 1 15 16 Lj W N W d W Z : oLd eq�o �v�n LU0 Vh Z Dproao 0 :D Ld x r'- Uwn® ov N W Q J Z aztnZ O Z 0 Ji~ m N W `mom Z) V) 0 :20 n <,, W M U2X 0CL ry IM � 9 e H II WN0)04 too LL gN d Z W 1r"" Z N ZZW N��I N _O V) OQ� Q.a Q QW;' CL o a • i mv� Q :L Oe O NirN W W Ox MO=Q cl� c ('r u 0 Z Nma4 K (L �IM N U w Lu ~ N um d • Q o O W v Z Z o W 0 Q v W �Z M Ww ~' n g CD Co rc IL 5 1 2S s Q C/) y Z Z \\ w Sao` $ 3 IL L� as $U ' t o C ` Vr ^ z AZ 104 C V J � EC. Q a c° r € �C IIEo O � O J ILL. ULJ Z W 7 LW ZD O o ©L E o � N 1�1 CD o ULJ En rM � N D En �ftv TE F SS O4-30-07AL 07-23-07 UP -DATE REV 1 09-27-07 PERMIT SET 11-06-07 Sheet No: of --sheets B A 1 2 3 4 USP TRUSS ANCHORAGE SCHEDULE OR EQUIVALENT HARDWARE PRODUCT N MARK NUMBER STRAP [DESCRIPTION I cl COM NA OF UPLIFT Lbs REMARKS LATERAL FI LATERAL F2 A USP HTA20 (6) 1Od 980# 590 660 - B USP HTA20 (9) 1Od 1480# 590 660 C USP HTA20 (10) 10d 1500# 590 660 D USP HTA20 (2) (10) 10d 3000# (ONE PLY) 1180 1320 M E USP HTA20 (2) (10) 10d 3000# (ONE PLY) 1180 1320 F USP RT16 (8) 10d E.E. 1030# 645 650 G USP RT24T OR RT24TF (5) 16d E.E. 900# ADD 2-16d TOENAILS FROM 500 500 TRUSS TO WOOD BEARING H USP RT24T OR RT24TF (8) 16d E.E. 1255# ADD 2-16d TOENAILS FROM 500 500 TRUSS TO WOOD BEARING I USP HTT22 (32) 1Od 5370# (1) 5/8"x 12 E.B. J USP USC OR EUSC (8) 10d E.E. 11150# (4) 3.4" x 6" e.b. AT BEAM - - K USP HTR16 (2) (6) 1Od 1760# 1 STRAP EA. SIDE OF TRUSS 1180 1320 L USP LUGTC2 (20) 10d 1350# (10) 10d TO TRUSSES, (8)10d TO 575 575 TO STUDS & (2) loci TO PLATES M USP MUGT15 (20) 1Od 1350# (10) 10d TO TRUSSES, (8)10d TO 3965 3965 TO STUDS & (2) 10d TO PLATES HARDWARE SHALL BE MANUFACTURED BY USP LUMBER CONNECTOR5 COMPANY AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (RE: 2005 UP5 CATALOG) PRR5 MAY BE USED IF STRAP 51ZE, GAUGE AND 1K UPLIFT AND LATERAL CAPACITIES ARE EQUAL TO OR EXCEED THE VALUES STATED. Notes: 1. Where more than one Strap is used, multiply the uplift capacity by the number of straps. Example: # of straps 2D Mark 2xl240lbs = 24aO Ibs uplift capacity 2. The uplift For each truss/girder is less than or equal to the uplift capacity For the specif_ed anchor. 3. All tru: s to concrete connections to be MARK A, unless otherwise noted. (This means _ that a r; unmarked trusses have an uplift ranee From I to r3OO Ibs). y p9 J 4. All truss to wood connections to be MARK 1, unless otherwise noted; (This means that any unmarked trusses have an uplift range From 1 to 1475 lbs). 5. Alternative truss anchors w/ equal uplift lateral load capacity maybe substituted w/ engineer's approval. GABLE END TRUSS CIF APPLICABLE), SEE ROOF PLAN PROVIDE 1/8" SPACING AT PANEL EDGES H APA 40/20 113/32" EXPOSURE I, C-D PR♦r-ENG. WOOD TRUSSES PLYWOOD SHEATHING a 24" O/C (SEE ROOF PLAN) G E A 3 z , 141, 3 � 1Q.: PROVIDE 2x4 BLO KIN 6 ALL PLYWOOD SEMS BETWEEN IST (3) TRUSSES NAIL SEAM w/ 10d a 4" O/C \� ID �� LATERAL BRACING IF EACH SIDE OF SEAM �� �� REQUIRED (SEE TYP. \ . Q . WALL SECTION) I/16" SPACE AT ",� NAILI140 SCHEDULE (BLOCKING DIAPHRAGM) PANEL ENDS Q E9GE NAILING loci 4" O.C. Q IWfiERMEDIATE NAILING loci A 6" O.G. (a) EWUNDRY NAILING 10d a 4" O.C. WOOD FASCIA (SEE ® CORNER NAILING 10d a 4" O.C. TYP. WALL SECTION) W/ (2) 16ci TO EACH TRUSS END BOND BEAM Of# TIE BEAM (SEE TYP. WALL SECTION) N.T.B 4' I --I I P E N DT7 ,41 GA5LE END FL rLJCCD FLOOD/ 11Z�00F 61-I€AA� D44FN,4� SGN€DUL€ D IREGTION WD. TRUSSES OR FRAMIG. 24" O.G. PANEL GRADE FRAM'G. TRUSS SPCG. MIN. PANEL THICKNESS NAIL 5PACING COMMON PAIL SIZE REMARKS a DIAPH BOUNDRIES a OTHER PANEL EDGES APA RATED ROOF SHEATHING 2'-0" 113/32" (" ZONE 1,2 (0" a ZONE I UNBLOGKED DIAPHRAGM 8d I EXP. I MAX. MIN. U.N.O. ON PLAN 411 a ZONE 3 0"" a ZONE 243 FLOOR SEATRHAINCs 2 -m" 2 LAYERS SCREW a &" OG. TtCs GLUE AND SCREWED 1 EXP. 1 MAX. 5/5" 3/4" U.N.O. ON PLAN NOTES: FIRST LAYER 3/4" PLYWOOD PERPENDICULAR TO THE TRUSSES SECOND LAYER 5/5" PLYWOOD FOLLOW DIRECTION OF THE TRUSSES AND STAGGER Q = LH c O 5 6 7 8 9 10 1 1 12 13 1 14 15 MOTES VERIFY ALL MASONRY 8 WOOD FRAME OPENING SIZES TO FIT DOOR; AND WINDOWS 5EFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXI!3T5. TOP OF BEAM TOP OF BEAM CB -1 CB -1 TOP OF BEAM EL.22'-0" EL.22'-S" LB-1 LB-1 EL.22'-S" ■ Ii1 ■ ■ ■ i i ■ ■ ■ ■ ■ T' F] T'_ 7 Ff T_ I NI I I I I III �I lk� `I00 F 24" O. . JTI1iPJCo cf. °.� I J is N �-4 1- I� �I I I I I I I III I I O Ll °' CT04'CsYP. CRETE HT a C. DECK SS Y5T l I&" G TY ICAI1 I I I I I I I I I I I I nl 5L0 E 2p a ° a — ZI Q ° ca e III;; _ TO O EAM � I;;;•I ° III ILLL r a W � �O D A RSLIDI Ns- 1 L r I I I I I I I III I I I I ---- mN I I I I I I I 7 I n I \ / I I I I I I I III I I I I I I I p )u 24 FLOOR TRUSS S STEM \ / ( I 124" O.G. I YPICAIi I I \ X/ GT l --- ■ ----� U I I I I --- um� Z11�111 III-xPT. W/ " 8° I I I I I I I I U I o� LU ANCH eo 124" o.c.) I I I I I I I I I I I I I I Cg _ g a- "1 Qp ■' LED ER CT ) I ■ -- - - - — - ■ ■ : ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i `I 11 TOP OF BEAM CB - CB -1 C� TOP OF BEAM EL. 22'-8" LB-1 LE EL. 22 -S WALL SHEATHING & NAILING NOTE 1. 19/32" MINIMUM A.P.A. EXTERIOR EXPOSURE 1, C-D GRADE PLYWOOD, INSTALLED PER MANF. RECOMMENDATION & NAILED WITH 8 d RING -SHANK NAILS 0 6" O.C. IN FIELD & 4" O.C. ON PANELS EDGES. ®1 1 /41'®11®01' ROOF AND FLOOR LAYOUT PROVIDEC) ON THESE PLANS ARE TO BE NOTE: USED AS A GUIDE FOR BEARING DETriRMINATION, FEASIBILTY AND am 2'-2"n *4 REBAR CONT- TYPICAL a 5 ARCHITECTURAL AIDE, TRUSS MANUFACTURE IS RESPONSIBILE FOR — - LAYOUT, SPANS AND ALL TRUSS TO TRUSS CONNECTION. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE MODIFIED OR APPROVED BY THIS ENGINEER AND THE ARCHITECT PRIOR TO THE FABRICATION OF TRUSSES. 11. ; : {1° # II f' . "L" 12 OC. REBAR N I i HOOP ''06" OC. AM G 10 I ELEv. 10' TO 9'-10" EL. 10'-S" F BEAM TOP OF BE2 "1 REBAR TOP OF BEA D E A M AS 1 EL. IO' -S" GB- :GB ° I -2x PT. I p�` 1 CHAR BOLT 24' O.G. I U_ p CANTEL I VE I 1 '' � I 1 I L DG R( YP.)I I I I I I I I I I p- 1II -�� )!1 l , aC I I I I I I I C) -i Ul J I P ° ° � ,•• a_ lull— - - '.•v: �� O 4 GTi'. CREJE - 8 OPE-2" LIGHT WEIGHT : 1 lul ° d I °. � I I I I I I I ■ I I I ° III ° W 0 l I I I I I I ■ T- ° l v I I ■ C j LQ W- W} P� ■ l I I l I I 124" FLOOD TRU56 5Y5TEM I I I I I U 1111� n° l ;b I I I I l 1&" O.C.� TYPI AL �� �\� I I I 11• !�i 1 I I I W- ° ca LL ; CIL cv .......• I I I I I I I I LJLI l:ai'riFi I I I I I 0 I I X I @ I I I I I I I I I TOP OF BEAM 1 l — - I 1 � (° a 0 1111 ° - -,--4 I I CO ` l L I j� 0 I I I I w. 1 I I 1 �� CzT CB-1 -; Lw 1 U O = SEE Ev TION INI •.••.....•.., TOP OF BEAM CB-1 CANTELIVER EL.10'-8" LB-1 EL. 10'-8" O 1 6 IFIE r, PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COP ?ECTIONS REQUIRED BY E i, Li' INSPI CITORS THAT MAY 8E NEGE;`SARY IN C,FH(1 fi TO COMPLY WITH ALL APPLWC:A�11Iz COPE8, EN A 16 LINTEL SAFE LOADS TABLE (CAST—CRETE) MOLENGTH OF LINTEL GRAVIT'1' 2231 1966 UPLIFT 1569 1363 LATERAL 1025 765 L INTEL T`I'FE 8U8 8U8 A 3'-4" 5 4'-0" C 4'-6" 1599 1207 592 8U8 D 5'-4" 1217 1016 411 8U8 E 5'-10" 1062 909 340 8U8 F 7'-6" 743 727 424 81J8 Cs 9'-4" 554 591 326 8U8 H 10'-6" 475 530 284 7 8U8 BEAM SCHEDULE CB = CONCRETE TIE BEAM WB = WOOD BEAM BB = CONCRETE MASONRY BOND BEAM STL = STEEL BEAM LB = PRECAST LINTEL BEAM LAM = LAMINATED WOOD BEAM MARK SIZE TOP STL. BOTTOM STL. MIDDLE STL. REMARKS STANDARD TIE BEAM CB-1 8" x 12" 2- # 5 2- # 5 - MAY POUR DOWN TO TOP OF WINDOW *ADD 2#5 CB-2 8" x 18" 2- # 7 2- # 7 #3 HOOPS @ 8" O.C. C5-3 8" x 24" 2- # 5 2- # 5 2- # 5 #3 HOOPS © 6" O.C. GB-4 8" x 16" 2- # 5 2- # 5 #3 HOOPS @ 8" O.C. CB-5 8" x 24" 2- # 7 2- # 7 2- # 7 #3 HOOPS ©8" O.C. CB & 8" x 30" 2- # 7 2- # 7 2- # 7 #3 HOOPS @ 8" O.C. CB-1 8" x 40" 2- # 5 2- # 5 4- # 5 #3 HOOPS © 8" O.C. CB-8 12" x 12" 3- # 5 3- # 6 #3 HOOPS © 8" O.C. CB-9 12" x 18" 3- # 7 3- # 7 #3 HOOPS O 6" O.C. CB l0 12" x 24" 3- # 8 3- # 8 3- # 8 #3 HOOPS © 6" O.C. LB I 8" x 8" 1- # 5 PRE -CAST LINTEL I. ALL LINTELS TO BE B1- CAST CRETE AND POURED SOLID W/ BLOCK AND BEAM ABOVE FNEUM,4TIC F,45TENEIR LEGEND FNEUM,4TIC F,46TNEIRS - ITUJ F,4M5ET / fRED�-IEAD APPLICATION SIZE TYPE SPACING REMARKS MTL STRAP TO CONC. 3om HD SERIES MIN. 3 PINS m.143" DIA. SHANK BLOCK OR TIE BEAM -1/5''WASHER 1524 PER STRAP MIN. 2 FROM 1 12 LONG EDGE OF CONC. NON ERG. WALL SILL .300 ND 5/32" DIA. SHANK PLATE TO CONC. SLAB 1/5" WASHER SERIES 1524 SD 12" O.C. W/HEAD W/ " R " AND KNEEWALLS 3" LONG LOGO STAMP METAL LATH 4 UJIfRE F,45-7NER5 - FNEU-PAST CO. APPLICATION SIZE TYPE SPACING REMARKS lio GUAGE W/ (0" APART SEE S.F.B.G SECT. WIRE LATH MIN. 1 114" 0101 - I SIDE LAPS 3502.3 PENETRATION 9" APART 3504.2(CXbb) lro GUAGE W/ (o" APART SEE S.F.B.G SECT. 3/8" RIB MTL. LATE -I MIN. 1 1/4" 0101 - 1 SIDE LAPS 3502.3 PENETRATION 9" APART 3504.2(CXbb) METAL iv00E-2 TILE6 - ,4TL,45 COLLATED NAIL& APPLICATION SIZE TYPE SPACING REMARKS 1*" PANCAKEMETAL R001= HEAD 10-12x1WOOD SCEW ORLV MAR VILE SEC. R905.3SEE F.R.C.0. �4 W. 1*2 PHILLIP- SEALENT S.STL. SPEC'S AND 1505.3.0 ROOF/UJALL 5+4EAT+ 41Ne - 4TLA5 COLLATED NAILS APPLICATION SIZE TYPE SPACING REMARKS 5/8" ad 2 112" x .131" COATED EDGES - 4" SEE S.F.B.C. SECT. (APA 19/32 ") PLN SH ROOF - 4 2902.2 ALL ROOF / WALL SHEATHING NAILED 4" O.C. NOTES: 1. HAND NAILING MAY BE USED IN LIEU OF POWER DRIVEN FASTNERS 2. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF UNDERLAYMENT, ANCHOR SHEETS, ASPHALT SHINGLES OR TIN GAPS. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF ROOF SHEATHING TO ROOF FRAMING MEMBERS. 3. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPEG'S. 4. ALL FASCIA MATERIAL SHALL BE HAND FRAMED. THIS STATEMENT IS TO CERTIFY THAT THE MAXIMUM UPLIFT FOR ANY ROOF MEMBER IS LESS THAN OR EQUAL TO UPLIFT CAPACITY OF THE ANCHOR SPECIFIED (SEE TRUSS ANCHOR SCHEDULE) LATERAL WIND LOADS FOR TRUSS CONNECTIONS HAVE BEEN DESIGNED BY RATIONAL ANALYSIS FOR THE ACTUAL LATERAL LOADS AND DO NOT EXCEED THE ALLOWABLE LATERAL LOADS LIST ON THE STRAP CONNECTION SCHEDULES INCLUDED ABOVE POURED SOLID W/ BLOCK AND BEAM ABOVE MAXIMUM LATERAL LOADS AT ANCHOR SPACED 24' PERPENDICULAR TO WALL = 4,50 LBS RARALLEL TO WALL = 360 LBS G 14 GENERAL NOTES Uj ofIJJ N W LU "- o M r O �Mmfp Z M Z ot UMM (7 z UJ o_J (If W OJ 1 '®ULLn1 a = z z�i�� z ® m WN r m U) Ir z O W � cn<.. �Ui O w �1 M �- (9 WN�N w O i d Z Z W � Z W U)JIn 1 Q N Z oali N `� (n u) z 5� n 5 2 '( . Owz^ m..; a® OZ 3z to NW N-0X o N®lLlai J Q� K 1L M F U N U W LU ~ U 11L Q 'm Q 0 Lu o Z Z `o W Q U Z W 3 3:z w_0 M ~ N 1 ! E z n P g N F- O j 0 U3 <le 0 _ U z n (3 or Z.$� _'. rK�O 0 O �a CL U LI O L -z ' z 0 _o `- E00- 00. S �c o you LM Q o J LL 94 LJJ W z WQ O o &5 - E w 11 w � = F- N D 7 Drawn I MOH HVN Project No, Cadd File NO.: DATE DESIGN PROGRESS O4-30-07 UP -DATE REV 1 09-27-07 PERMIT SET 11-06-07 Sheet No: �0 o of --sheets B Ih ■ 1 7 K 9 13 1 2 3 4 5 6 7 8 e 10 11 12 13 14 15 16 IT 15 THE RE5PON51BILITY OF THE BUILDER/PER50% EREGTIN6 THE TRU55E5 TO IN5TALL ADEQUATE BRAGIN6 NEOPRENE NIP/RIDGE STUCCO TO PREVENT TOPPLING OF TRU55E5. FOLLOW ALL CLOSURE COVER APPLIGABLE REGOMMENDATION5 IN TPI RBLIGATION ' 2/o GA. GALV. COUNT ERFLASHING " HIB-9I° SEALANT FASTNER METAL FLASHING BATTEN CLOSURE WATERPROOF 5 V. CRIMP MEM51RANE METAL. ROOFING d•. BRAG I N C NOTES: DETAIL SHOWN FOR WOOD -- FRAME CONSTRUCTION - DETAIL SIMILAR FOR BLOCK PERMANENT 2" X 4" DIAGONAL BRACING IN THE PLANE OF CONSTRUCTION THE NEAREST WEB MEMBER CONNECTION WITH (2) - Ibd NAIL5 IN EAGH WEB IN AT LEA5T (3) TRU55E5 AT APPROX. M SEALANT 46 DE61REE ANGLE. (IZEF: HIB-ail, Fig. 31, 38 4 3Q). PLYWooD METAL "L" FLASHING PERMANENT BRACING IN THE PLANE OF THE STR SEE 'S' DWCzS IJG NEOPRENE SPACER BOTTOM GHORD OF THE TRU55. GONNEGT WITH (2) - Ild ROOF CLIP NALL5 IN EACH TRU55 (ROOF ONLY). 5 V. CRIMP METAL. ROOFING L L-1 HIP / RIDGE COVER L-4 FLASHING DETAIL N.T.S. CONTINUOUS BARS 0 EXTEND TO WITHIN 1 1/2'' OF FORMS FOR BEAMS, 2" FOR FTGS 0 SEE SCHEDULE 5 V. CRIMP METAL. ROOFING AT CONTRACTORS OPTION, PROVIDE 2(o GA. GALV. METAL = CORNER BARS SAME SIZE 4 NUMBER AS VALLEY FLASHING Q) BEAM OR FTG WITH GREATEST TOTAL u1 AREA OF STEEL IN LIEU OF STD 90° AGI = NOOKS (P LAP BARS 48 BAR? EACH LEG. FASTNER AT 12" O.G. J COMPOSITE SHINGLES=° Z STANDARD 9m ° AC I NOOKS ,C Q 5/8" CDX PL *rUJOOD SHEATHING L B COLUMNS BELow 0 NOTE: AT BEAMS GONG H-4 VALLEY DETAIL NOOK BARS DOWN INTO COLUMNS 8 LAP e VERTS N.T.S. G-1 CORNER BEAM I6dNAILS NTS FOOTING SIMILAR G< F e TOP OF BEAM 1353 TOP OF BEAM (4) 2x COLUMN WITH 16d NAILS 8" O.C. 1185 LATERAL BRACE EACH FACE AND NAIL PRIOR TO ERECTION EL. 32'-8" EL. 32'-8" 119m y 16d NAILS I I I I CE3-� I I I I I I I I GB-1 I T`E'P.I ` I I I I I II I ■I I I I III Iml■ ■ ■ 44 STUD WOOD COLUMN — I• \ I I I ::,:; I I I I I � I I I I I I I I I II I I I I I I (ASSEMBLE PRIOR TO ERECTION)_ III , I T F. (LU B t' IE1" fE E 6)16d NAILS ;;;;,;; - m - ' (3) 2x COLUMN WITH 16d NAILS a 8" O.C. - - - I - MANENT UJE D I,4C-;0N,4i_ 23(08 T� PER B EACH FACE AND NAIL PRIOR TO ERECTION III �`S I III CROSS BRACIN�s 24' 16d NAILS CB 3 5 F III _ _ -• � I I I I I I I I I II II 3 STUD WOOD COLUMN LATERAL BRACE (ASSEMBLE PRIOR TO ERECTION)— V Q � - •• - - III � - D-1 PERMANET BRACING D-4 NAILING DIAGRAMS - 0 N.T.S. IN THE PLANE OF THE WEBS N.T.S.LIj �' II � � ■ Mi oo II (2) 2x TOP PLATE OF LOAD BEARING WALL W/ USP N II m WOOD TRUSSES TOP PLATE STRAP. o J DBL.TOP PLATES LOAD BEARING WALL (IF APPLICABLE - SEE PLAN) 4�PxIV' GA. USP RT18F (OR EQUAL) STRAP W/ (4)10d COM. ® \USP l7P "U" STRAP) NAILS IN HEADER AND (4)10d COM. NAILS IN STUD EACH FACE. - WOOD HEADER USP18 STRAP W/4 Imd NAILS) ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ AT EACH ENE) WITH 2x WOOD HEADER NAILED TOGETHER (SEE PLAN) WITH 16d NAILS g 8" O.C. STAGGERED -SEE PLAN DBL. JACK STUDS WINDOW OPENING NOTE: TYPICAL WOOD SILL TO BE (2) (2)"x SPF$ STUDS W/ 1/2" CDx PLYWOOD IN BETWEEN EA. APPLICATION (5 1/2" THICK SILL, TYPICAL AT ALL WINDOWS USP (TP-"U" STRAP) BEARING WALL STUDS WRAPPED OVER WOOp B SILL PLATES X (2) LISP (TP-"U" STRAP) =IT. WRAPPED AROUND JACK AND WALL STUDS (TYP. EACH SIDE) L INE OF FLOOR USP (TP-"U" STRAP) NOTE: THE INSTALLATION OF GLAZING PROTECTION TOP OF BEAM \ /TOPOF BEAM EL. 32'-8" B EL 32'-8" 1185 1353 DEVICES HAS BEEN CONSIDERED IN THE DESIGN OF THE SUPPORT STRUCTURE A A-1 TYP. WINDOW OPENING A-4 TYP. HEADER CONN. A-8 4th FLOOR FRAMING & LOWER ROOF N.T.S. IN WOOD WALL DETAIL N.T.S. 1/4"=1'-0" 1 2 3 4 5 6 7 8 g 10 11 12 13 14 15 16 OPENEN ING SEE PLAN (2) 2x STUDS EITHER SIDE OF OPENING L W (� t, M o O 4 0:M O Z (U) Z 0 z Lu fY WU 0, I V LI OJQ =frl azrZ e03 z O _JV)V)Wx o n Le�z .mnony O !d •nm• :2 O d < ma 6 s s z g �10UI& El n N-0 i a ~ W N In 1 O �dN V) Q 0 L 5Q 0 L<, d Qo F- ��Zv U V wma4. J 48 clem H ri u N N Oe Qm a W o z0 } a Q V 3Lu � � N 0 Q h � 8 c. 3 qaq tSs CDr I"� z_ `/ ZCl- < L Ci z <a = — ,yo ; � �C < W C Li D:f 0.1 Li r�8 / ^ 1: M o LL �o E`� (:D E c J o:� -02, .2 PC F �o Imo-+ L_ J LL_ Cut), w Z W o oLu 5 �J �x o -- LJ_Lu UU r Q 3 N C' r.011111111 Drawn by: MO Project No. Cadd File NO.: DATE DESIGN PROGRESS O4-30-07 UP -DATE REV 1 09-27-07 PERMIT SET 11-06-07 BUILD'G DEPT. RES. 02-12-08 Sheet No: LrZ10173 of --sheets C B 2 3 4 5 6 7 8 9 16 11 12 13 14 15 16 STANDING SEAM METAL ROOF OVER 30* FELT, TIN TAGGED TO APA 40/20 5/0 EXPOSURE 1 ATTACHMENT PER MANUFACTURE METAL 00000,00 H TOP 4 BOT PLATE SEE ANCHOR SCHEDULE m ROOF PLAN FOR TIE DOWNS — PRE-ENCs• ROOF TOP BARS STD. HOOK 4-5/B"0 WEDGE ANCHOR TRUSSES g 24" O.C. 36x DIAM. FIRST STIRRUP 35/a'' S 1@ I 16" o/C METAL (25 gMIN a.) / INTO CONCRETE. GALV. METAL sT INSUL. AT SELECTED AREAS DRIP EDGE 4 TYP. BETWEEN CONED.4 MIN. R-30 CLG. INSUL. UNCONDITIONED SPACES GIRDER TRUSS VERIFY w/ CONTRACTOR n TOP OF BEAM VARIES 2 cn (SEE ROOF PLAN) • BOTT. BARS 211 112 " GYP. BD. OR m m 2x0 R.S. CEDAR • M USP P,428 TRUSS ANCHOR P.T. 1x2 ON lie" M.R. (GREEN) GYP BD. W/24-16d NAILS AT WET AREAS _ O ON P.T. Ix3 FIRESTOP CONT. cn 4" CONT. SCREEN VENT a"x12" GONG. TIE BEAM LI L2 L3CONCRETE OR MASONRY _ IN A STUCCO ON w/ 4-*5 m CONT. U.N.O. *a FRAMING SREW FROM TRACK BEAM TYPICAL "` MTL. LATH SOFFIT TO STUDS TYPICAL NOTE: 3-5/8"� THRU BOLTS MIN. R-4.2 INSULATION NOTE: LAP BARS IN THE MIDDLE THIRD OF ANY SPAN A DECORATE OUTLOOiG ��" GYPSUM BOARD MINIMUM OF 36 TIMES THE DIAMETER OF THE BAR, l„ g„ NOTE: DROP GIRDER AS REQUIRE 4 X 1 4 TAPCON � 24 O.G. TO REST ON BEAM SEE ELEVATION ON P.T. Ix2 FURRING 6 24"O.G. BUCKET WIDTH MARRIES VERIFY W/ TRUSS DWG. (2) P.T. 2x0 LEDGER w/ FOR NO. OF MEMBER 3/4" ANCHOR BOLTS CONC. SLAB m IF." O/C (4" EMBED. MIN.) P.T. Ix3 FIRESTOP CONT. AIDE) LFROM2E BOLTS CH tv ro OF C.C. 2x4 PT BLKBEtWEEN IRDER () LAYERS 3/4" PLYWOOD AND L-1 STEEL PLACEMENT L-4 INTERIOR WALLS L-7 GIRDIER DETAiL L-10 BUCKET FOR GIRDER SCREWANOTHED4GLEDTOTRU55EEN TRUSSES U1/ 2-1/4"x3" SCREWED 4 GLUED 70 BETWEEN TAPCONS AND 3/4" GYP-GRETE FLOOR SYSTEM OILTOP OF BEAM 4 TRUSS ON TOP N.T.S. N.T.S. NON BEARING WALL N.T.S. N.T.S. VARIES (SEE PLAN) . I . 24" DEEP TOP -CHORD V'x12" GONG. TIE BM I BEARING TRUSSES 6 24" O/C w/ (4) 05 CONT. K I TOP GONT. BARS I (2) USP HGDP CLIPS W/4-5d EA. END SPLGE AT MIDSPAN CONE UP, ONE DOWN TO AVOID NAIL ONLY A5 REQ'D IN SAME LOCATION) ATTACH TO (4) Nall THRU BOLTS TOP OF LEDGER 0.30 L2 all4-�✓-/0"0 THIRU BOLTS EACH TRUSS. "G" BAR "D" BAR OR L3 °I_" BAR 3 EACH TRUSS. (TYPICAL U.N.O.) 5/a" STUCCO ON Q CREATE 3" (TYPICAL U.N.O.) 8 CONC, BLOC 1 030 0.30 G ANT. 211 RD 030 LI LI OR L2 LI OR L2 L SPAN m m N P.T. Ix2 FURRING CYYPSUM BOAFURRINGg 16' OG. m OVERLAP VERT DOWELS WOOD BASE GREATER CREATE R MIN. 4'-a" (SEE FOUND. PLAN 0 I SEE FOUNDATION PLAN 3�/2 "x3�i2 "Xi/4" STEEL COL'S FOR SIZE 4 LOCATION) FOR REINFORCE. m 1/ " STEEL TOP FE w/ 1 1/2" RECESS II 4 6" CONCRETE 1/4" STEEL TOP iR w/ 1 „ FIN. GRADE I FLOOR SLAB 0.125 0.125 0.125 `" � FILLET WELD 14 FILLET WELD ELEV.O' 0 LI BOTT. L1 L2 BOTT. 0.125 BOTT. _ 14 ALL AROUND T.S. COL. s GONT. 6 GONT. L2 GONT. "' ALL AROUND T.S. COL. 6 B BUCKET WIDTH VARRIES 1 MIN. "B" BAR MIN. MIN. BARS VERIFY OR NO- OF M EMBER I� ., H CASFANFR BUCKET WIDTH VARRIES CONCRETE PILINCx VERIF`r- W/ TRUSS DWG. 4 GRADE BEAM LI L2 L3 SEE FOUNDATION PLAN — - FOR NO. OF ME1•'�'ER NOTE: "P" BARS ARE TO BE USED AT BOTH ENDS OF A SPAN UNLESS "D" BARS, FROM ADJACENT SPAN ARE GREATER OR "C" BAR5 OF "E" BARS ARE REQUIRED G-7 TS. COL TO GIRDER G-10 T S. COLUMN CAP G 14 TYP. 2 STORY SECTION STIRRUP LECCEND " BEAM RE I NFORG I NC 3/0 = #I-' (A2EN N.T.S. N.T.S. 1/4 $1 =1'-101" 3/G = #5 GL05r=D 5 N.T.S.DETAIL WH 3442 HC4'>OP5 STANDING SEAM METAL OVER 30* FELT, TIN TAGGED _ TO APA 40/20 5/0 EXPOSURE 1 ATTACHMENT PER MANUFACTURE F-1 BEAM REINFORCING DETAIL SEE ANCHOR SCHEDULE PRE-ENG. ROOF e ROOF PLAN FOR TIE DOWNS TRUSSES 24'' O.C. N.T.S. H PRE-ENG. ROOF GALV. METAL HURRICANE STRAP TRUSSES 6 24" O.G. DRIP EDGE SEE FRAMING PLAN — MIN. R-30 CLG. INSUL. MIN. R-30 CLG. INSUL. 1(od NAILS STAGGED TOP OF TOP fE TOP OF BEAM VARIES OILINVERT SPT(o "U STR,4P'' VARIES (SEE PLAN) G(SEE ROOF PLAN) YP BD. CLG. • • N8" GYP BD. CLG. RAPPED OVER SILL FLATE 2'-. O.P. IU E UJ/ &=106 NAILS e EACH LEG P.T. Ix2 ON • • 7, 2xa R.S. CEDAR P.T. Ix3 FIRESTOP CONT. USP- SP6 WITH /(4) Sd C2) 2x/o TOP FP USP SPT6 "U STRAP" NAILS AT EACH LEG (SEE POST 4 BEARING WALL 2' " O.H. I�RAPPED UNDER SILL fi LATE (OR EQUAL) CONNECTION DETAIL BELOW) 4" CONT. SCREEN VENT w/ 4-*5 0 CONT. U.N.O. I 8"x12" CON(. TIE BEAM UJ/ 6=10d NAILS 'a EACH4 LEG MTL. LATH SOFFIT I IN A STUCCO ON CONT. BLOCKING MIN. R-4.2 INSULATION 2x�o STUDS 0 1/0" O.C. , BETWEEN STUDS 4" x 6" CEDAR OUTRIGGER i8II STUCCO ON SELF -FURRING (REQ'D e ALL SEAMS) �//2" GYPSUM BOARD METAL LATH ON FELT OVER (AND NAIL ALL EDGES) ON P.T. Ix2 FURRING -0 24'O.C. D APA 40/20 19/32'' EXPOSURE 1 PROVIDE BLOCKING AS PER PLYWOOD (NAIL PLYWOOD TO BLOCKING + STUDS e 4" O.C. Ns" STUCCO ON I GIRDER / WALL DETAILS EDGES, 6° O.C. FIELD a" GONG. BLOCK 1 1/2" GYPSUM BOARD R-19 BAIT INSUL. 1 ON P.T. Ix2 FURRINCx fro" OC. WOOD BASE Ne" GYP. BD. ON 2x6 OVERLAP VERT DOWELS I SEE FOUNDATION PLAN USP SP6 WITH /(4) 8d STUDS 6 16" O/C MIN 4'-8" (SEE FOUND. PLAN FOR REINFORCE. C NAILS AT EACH LEG FOR SIZE LOCATION) 1I (OR EQUAL) �_ 2x6 BOTTOM fP__ 1 1/2" RECESS 1 6" CONCRETE FIN. GRADE II FLOOR SLAB FIN. FLR. a II ELEV. 0'-m" n TOP OF TRUSS I +12'-0" A.F.F. — a FASTEN BOT. PLATE TO TRUSS w/ SEE TRUSS DRFOR EXACT FOEXACT 16d NAILS 4" O/C (STAGGERED) FLOOR H MEMBER AND TRUSS CONFIGURATION. STRAP TO GIRDER TRUSSES GIRDER FLOOR TRUSSES USP RT24F W/ 6-16d EA. E.ND CONCRETE PILING s GRADE BEAM SEE FOUNDATION PLAN A 1 GIRDER / WALL CONFECTION A-7 TYPICAL FRAME WALL ON GIDER A-1 1 TYPICAL 1-STORY WALL SECTION N.T.S. N.T.S. N.T.S. 1 2 3 4 5 6 7 8 9 10 11 i2 13 14 15 16 Lij W N WnZ n W W LJ VZ oaIo ,ZvC9 W � 'L' O-i V Q 2!iWJ �mn�O `\, F °Oz mV)WJ vi a Z) V) < V) z V) w w L N It ^<� O w 'ox< �maU. Q a m M �8 m< w W m w 3 ~ WdN 'M� O d Z W �0"),CmM ZO NaI 1 N zZW o_Ja z N Ui a a Q owm.. < oe • mvtp Qd M 5 ° z 31i O �— N �✓ o u 0 Z Nmdlai rc I J m a. I~ �i F- u N Lu V� d Qm (9 w o Z Lo ZCIL It I 0 a> U W >z J w_ C4 M N ~ H z a < 8 a' IL �y $;a •8 z� _J o. y,; < agou G W C�a Q aC L L M L • �o z z E`w 0 0 =C o you o F ILI— Z Z W 0 CD E ' w J W c� uu C) Elf U U rn N D V) a MOH Drawn by: H\/N Project No. Cadd File NO.: DATE DESIGN PROGRESS O4-30-07 OWNER APPROVAL 07-23-07 UP -DATE REV 1 09-27-07 PERMIT SET 11-06-07 Sheet No: 46,1 A of --sheets 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ELECTiRICAL LEGEND IV �I1721 ELECTRIC MISTER 0 ELECTRIC PANEL A/G DISCONNECT KITCHEN HOOD ® 240 VOLT RECEPTACLE ■ ■ ■ ■ ■ ■ ■ DUPLEX OUTLET ■ 0 r :Q r DUPLEX OUTLET - HALF SWITCHED G :Q1 WEATHER PROOF DUPLEX OUTLET �) TELEPHONE JACK ICsFI �--= l FAN i �/ IN R� GUEST R1„f ;■ ( TELEVISION JACK i i I OJ CENTRAL VAC. HOSE OUTLET PENDANT 1 1/ i FAN i KITCHEN � I :� i'i -64 WALL SWITCH U GFI I I i' �" 3-WAY WALL SWITCH J b i eGF -64a 4-WAY WALL SWITCH DIMMER WALL SWITCH 111 Q PUSH BUTTON SWITCH �, DISHWASHER,IL i DISPOSALS SWIt WALL OR CLG. MOUNTED FIXTURE UNDER COUNTER ►J. BOX 1 ` JUNCTION BOX - -.. 0 CCU 5T BAT � P.G. �� PULL CORD FIXTURE ' - •-'-•---•--'-- , ' 1........RECESSED LICaHT FIXTURE V.P. ® VAPOR PROOF RECESSED FIXTURE i 1FAN I I--� FLOURESCENT LIGHT FIXTURE ! /X\ ■ ■ i LIVING R®OM /'LEVY\ -- ° ■ FLOOD LIGHTS EXHAUST FAN ' O SMOKE DETECTOR Tol 01 51AIRI i iT0 i'JTAR THERMOSTAT i 16T] SPRINKLER TIMER ■ INTERCOM ALM J K/�q SECURITY 81 STEM KEYPAD AMOTION DETECTOR 0 CHIME H G-1 SECOND LEVEL 1/4 01=1 I-011 C _____________________ GFI NS �ig ' �.". •� -ELEGTRIGAL GONTRAGG TOR SHALL VERIFY WITH FP4L THE LOATIC>N SERVIC,�T CAEE - AND SHALL LOCATE THE METER 4 PANEL AS REQUIRED. ' -ALL ELEGTRIGAL WORK TO CONFORM TO THE 2002 NATIONAL ELECTRICAL CODE FAN -- -•- -ALL OUTLET BOXES FOR RECEPTACLES, TV ANTENNAS, OR TELEPHONE JACKS IN RATED WALLS Q E MUST BE METAL OR U-L- RATED FOR USE IN ONE HOUR CONSTRUCTION. (PROVIDE OPTIONAL CAT-5 HIGH SPEED DATA OUTLETS- ONLY PER OWNER REQUEST) ` `' ■ ■ -ALL BATHROOM AND GARAGE OUTLETS TO BE G-F-G-I. TYPE. - 20 AMP. GIRGUIT -ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLOSED TO MATCH FINISH ■ GARAGE`s`� AND FIRE RATED BY ELEGTRIGAL CONTRACTOR- ■ �`' -INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE 1` OTED: i ®VERE1 '`• PATIO i WALL HUNG TELEPHONE 56" AFF TELEPHONE JACKS 12" AFF ! ' D ! — - 48" AFF ! 12 " AFF TELEVISION JACKS 12" AFF - ALL BEDROOM CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(5) -E1L 1' ,$.G¢��TRACTOR TO CONFORM WITH TELEPHONE CO. REQUIREMENTS FOR LuX \ T5kff4ttt��FpgIIPt-1ENT INSTALLATION. j FAN !, / \ I a ■14 WP -GO-ORDINATE ALL CONDUIT RUNS AND EQUIPMENT INSTALLATION WITH OTHER TRADES TO C AVOID CONFLICTS PRIOR TO FABRICATION, INSTALLATION AND ERECTION. O SI I I -ELEGTRIGAL CONTRACTOR TO VERIFY ALL HVAG UNIT CONNECTIONS WITH HVAC`"'---•-•-•-•-._._._,_._._._,_._._,_....._._._,_.- --' ---I '-' I I _•_I UNIT CONNECTIONS WITH HVAC CONTRACTOR PRIOR TO INSTALLATION. I U $T IR E®IER NTR I I I I I I -ALL METERS, METER CENTERS AND DISCONNECTS TO BE APPROVED BY FLORIDA POWER AND LIGHT db■ O ■ -ALL SMOKE DETECTORS SHALL BE 110 VOLT, HARDWIRED TO DEDICATED CIRUIT BATTERY BACK. -UP, INTER -CONNECTED, AND INTEGRAL WITH ALARM 5Y5TEM- -ELECTRICAL CONTRACTOR SHALL NOT INSTALL OUTLET BOXES BACK TO BACK : THIS IS IN ORDER TO PREVENT SOUND TRANSMISSION BETWEEN ROOMS B -ALL RECEPTACLES AND SWITCHES TO BE DECORA TYPE. (U.N.O.) A A-1 FIRST LEVEL G 14 GENERAL NOTES 1/4 19=1 ' —0" 1 2 3 4 5 6 7 9 12 11 12 13 14 15 16 Lj w N WZ Q. L d '- O M O F-*QM W LL.I 0;s Z V) Z i (� W a 0, � W 0 _J 2 K z p m a Name (V) (f) L d 0 m m .r Z LLIv, a ., ^U=a 0 O W �- m as M am �g m W m W 3 • • ~ V' F_wIn`"• W d�2 LL gP O d Z W �M i Z N ZZW O<UN N�i 1 O !A a a Q oW ©.. O� NOLiJ� 0 4 0 oc O Vl W W N OX pf) o m V Uf7Z i o J o J �m K a � U R U 3 wo ~ 3 fA W U IL • m Qo C? Lu o >_LL Q Q U W �z J w_m O M ~ N H O z g $t � Z I� O Oy N'FO to o C)ao ,3a O•d L z O II. I� EC~ O • CC� O C O O O O �1 Q Of Of J W z Qo 0 E J h�l CO W � U = W � N D N by Drawn by: MOH HVN Project No. Cadd File NO.: DATE DESIGN PROGRESS O4-30-07 OWNER APPROVAL 07-23-07 UP -DATE REV 1 09-27-07 PERMIT SET 11-06-07 Sheet No: A [E., I of --sheets C B A 1 2 3 4 5 6 7 12 13 14 15 16 ELECTRICAL LEGEND N g ELECTRIC METER 0 ELECTRIC PANEL A/C DISCONNECT ® 240 VOLT RECEPTACLE DUPLEX OUTLET H 4;� DUPLEX OUTLET - HALF SWITCHED W.P. :(4 WEATHER PROOF DUPLEX OUTLET GF.C.I. a TELEPHONE JACK TELEVISION JACK �V� CENTRAL VAC. HOSE OUTLET 34 WALL SWITCH -;, " 3-WAS" WALL SWITCH _64� 4-WAY WALL SWITCH -;o Q DIMMER WALL SWITCH Q PUSH BUTTON SWITCH - WALI- OR CLG. MOUNTED FIXTURE TYPE SERVICE SQ D, LOAD CENTER 120 / 240 10 3W MAIN BUS NEUTRAL 150 AMPS FULL �- EXTERIOR WALL MOUNTED FIXTURE MOUNTING FLUSH MAINS M.L.O. J. BOX 1 POLES: 40 A.I.C. 10,000 JUNCTION BOX H P.G. 1 �;- PULL CORD FIXTURE ® RECESSED LIGHT FIXTURE V.P. ® VAPOR PROOF RECESSED FIXTURE F— i FLOURESCENT LIGHT FIXTURE FLOOD LIGHTS EXHAUST FAN O SMOKE DETECTOR J THERMOSTAT 8t SPR!NKLER TIMER INTE0i?!C_0M </P SEcORITY SYSTEM KEYPAD MOTION DETECTOR CHIME H G ELECTRICAL FANEL 'A' BRKR. WIRE LOAD (W.) DESCRIPTION CKT.w CKT" DESCRIPTION LOAD (W.) WIRE BRK 40/2 08 1,500 A.H.0 01 W/ HEATSTRIP I 2 A.G. COMPRESSOR 01 5000 08 30/2 3 4 50/2 *6 1500 COOKTOP 5 6 REFRIGERATOR 2500 410 30/2 1 $ 20/2 012 1500 JACUZZI PUMP 9 10 WATER HEATER 4500 "10 25/2 20/1 *12 1500 WASHER 11 12 20/1 012 1200 DISHWASHER 13 14 GARAGE DOOR OPENER 1200 012 20/1 20/1 "12 9 CzF.I. RECEPT. GARAGE 15 I6 DISPOSAL 1200 "12 20/I 20/1 012 O2 CsF.C.I. RECEPT. BATHROOMS Tl 18 MICROWAVE GRI. RECEPT. 1200 O2 012 "14 20/1 20/1 20/1 012 CsF.I. RECEPT. OUTSIDE 19 20 15/1 "14 LAUNDRY d HALLWAY LIGHTS 21 22 EXTERIOR LIGHTS CD 01415/1 15/1 "14 M. BEDROOM 23 24 OVERLOOK RM DEN / GUEST DEN/ GUEST BEDROOM 02 BEDROOM *2 LIVING ROOM O 014 j 15/1 15/1 15/1 15/1 15/1 15/I 15/1 *14 M. BEDROOM 25 26 15/1 "14 M. BATH LIGHTS 2l 28 15/1 014 M. BATH LIGHTS 29 30 15/1 *14 EXTERIOR LIGHTS 31 32 20/I 012 1200 CENTRAL VAC. (OPT) 33 34 25/2 012 3500 IRRIGATION PUMP (OPT) 35 3ro LIVING ROOM 15/1 SPACE 3l 38 SPARE SPACE SPACE 39 40 NOTES: N/C = NON CONCURENT A/C LOADS 1� ALL BEDROOM CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(B) z� GEN LIGHTING ( 2360 SF -W 3W/5F) = -1050 W. (GEN LIGHTING INCLUDING GARAGE, PATIO AND BALCON`r) LOAD CALCULATIONS ■qp 1st 10.0 K.W. 'a)10090 10.0 _ _ _._._._._._,-._,- - _, CsFI •_,_._ ! REMAINING K.W. 6 40% 14.3 34,050 141.88 amp. ' A/C HEAT STRIP 10 65�0 �.�.C. 9.�5 c 240 = - V. _- � BALCONY 5ITTING 34.050 K.W. i { PENDANT ■ FAN twt P•, �>�Ti� i _ DEN / CREST E p,�� p�q--' '-- ! � FAN 3-02/0 COPPER IN 2" PVC i CxF i 200 VP F-�'_--- - 200 fNL AMP �} METER ._.-'-`--= ;`- I i MAIN FEED _`1` •- •- ;',' ® �CtC@SS THROLGH LUGS : 0 A I C A.I.G. 10,000 ' UNDERGROUND FAN `L /vAa GF I i i TO FP4L TIE-IN d ' %` / 1 ', ■ LOCATION 1" 1. 5EDRi1 -�-.•, -. :--Cj--•' _ _._-•- �•-Cj- i' �i_ " _ -� - - - -I - -I _1 _ I I I I _ ._._ _ I I i " '`• - - 1 VP -_ -- -.-.-- I I I I I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i ■ 04 COPPER GROUND TO ull!5/5x8' GROUND ROD 4 COLD WATER PIPE 4 FOUND. STEEL NOTE: 0 ALL FIXTURES IN CLOSETS TO COMPLY►' W1 NEC 410-8 ELECTFZCAL IR�SE F--.. A-1 THIRD LEVEL G 14 GENERAL NOTES 1/4 99=1 I —Opp 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 I IY- 1; f� LwL l S M1 O M 1 III Ili Z (^ 17 ... Nti ...+ o Z L11 WI 0- w }4nn c Z ) ( z W `� I m i/) W 7. ILL- W L� � ' - OC � O w-v=x < -^ M Z Z m If) — LL nn W"-0 d 0 IR NMO+M Z _ Ih env LL � I O in_ Q W 0 dN N t= 5_ Q +'U^n a- p O 0 0 O® mv0 M m Q �Zw� 0 0 5 NTOX o u VA N®alai J rc as K Cx® F— ri N uLu Ce Qm 0 W o Zo � a < 3 z UI in W_ Co H N 1H O rr a�� M - fCIL 8�0 U tM� z —J r; F o 0 3 N 3 o z L O CD M L —J AZ 0 6 M E` 0 O O M An- Co o u � O o Lu o o g5'ILU � E pC o W� �CD - w UU �� NO N �I Drawn by: MOP NVN Project No. Cadd File NO.: DATE DESIGN PROGRESS O4-30-07 OWNER APPROVAL 07-23-07 UP -DATE REV 1 09-27-07 PERMIT SET 11-06-07 BUILD'G DEPT. RES. 02-12-08 B Sheet No: A IE 11471, A of --sheets I [:::: POINT OF CHAIN PENETRATION MUST HAV FOAM SPRAY INSULATION ROPE HOOKS NAILED TO TOP CHORD OF TRUSS W/ A 6 NAILS R-20 MIN ICYENE INSULATION AND 1/2" DRYWALL TAPED TO ATTIC TURNBUCKLES (TO LEVEL) AND "S" HOOKS TRUSS MEMBERS ` ON ALL FOUR CORNERS, LARGE UNITS MAY ENGINEERED WOOD ATTIC TRUSS REQUIRE SIX POINTS SUSPENSION 2/0 CHAIN HOOKED OVER ROPE HOOKS CHAIN \1/2" MIN GYP BD BARRIER B/T AHU INSULA ION AT WALLS AN CL AIR HANDLER U VERIFY LOCATION OF I i INSULATED ACCESS EMERGENCY PAN STRAPPED PANEL TO TO UNIT ENCLOSED 3/4' PLYWOOD ON 2 X 6 SPACE BOTTOM CHORD AIR SUPPLY GRILL. SOUND INSULATION (OPTIONAL) ATM A.H.U. ENCLOSURE DEfA1L SCALE Vr . I-ff System # M FG - IRA E Condenser Tl1/1C9 160 Air Handler Seer Sensible BTU 00 Total BTU 1006 Line, Size....... 60.c Heat Strip --A/H. FuseO /� 5 Cond FuseQq�y 7'7 5 COUSINS AIR INC. 1001 W. Newport Ctr Dr., STE 1 Deerfield Beach, FL 33442 (954) 59ti_1�444 ,L CJi� 2-2x LEDGER BY BUILDER.i TOP @ 21'-9" 1------------------ 1 I BEAM#1 :2-PLY x I : 16" x 1-3/4" x 22'-0" 1 1 I I- ---------------- -I HANGERS ---------------- I HGUS26-2:2 I : H U S-46 : 5 : THA-422:10 F---------- ------4 ,BEARING ELEV r---------------- i I 1 : 8'-0" BRG. : ® I I N `. 1 I M , I I � n ; 10'-0" BRIG. v I I z I I I I �■ I I 0 :10'-8" BRG. : W I I I I W I U UNUSED X I - I ' `W I I I 1 I ,-8„ I 2 BRIGI I 0 7 I I L I 1 I I I I Q... ; 22'-0"' BRG. I I I I IAt,I 00-0 I I O : 22'-8" BRG.Ar'%, : LL I 1 I t 1 I QI I ' ' t 124" DEEP 4x2 FLOOR TRUSSES, W 116"O/C, FOR BOTH SECOND AND I ® ' 41 IIRD LEVEL FLOORING. : PORCHES DROP 8". 2nd LEVEL: I TOP @ 10'-8", BTM @ 8'-8'; 1 13rd LEVEL: TOP @ 22'-8", 1 5' CONNECTION O BY BUILDER. PORCH TRUSSES BTM @ 8'- ". /� 1 16" DEEP, 16" O/C �01 _r- CK 044 12'4" - PORCH TRUSSES 16" DEEP, 16" O/C FL27 FLAT CLG. FL27 0 20'-8" 1 I I A � FL27 Y I • I FL27 FL27 I SPAN- F'I 9R I 1 FL29 coTOP 0 pN, V 2-2x LEDGER 2-2x LEDGER CONNECTION BY BUILDER. BY BUILDER. BY BUILDER. TOP @ 21'-9" TOP @ 22'-5" BTM @ 20-8". O Eo_ U HUOL IUO- �U_j_ — 52'4" — - THIRD LEVEL FLOORING 2 LEDGER BY BUILDER. 00 TOP 22'-5" OP@2 JM 7CN4N N J J J M NN co N co N N N N N N J NLL _j LL LL LL J LL J LL J LL J LL J LL --I J J LL .JLL LL U °Q Q N -.1 LL 7C0'4 - -- -- - -, -- - O/C z� a a -- - - W - bye !bz a' ER LL Z00k _�_, i'�' '��-1� tri0h 11��ir1l-r-1 (0 5 �� !I 5' 3' 1 9' 6' II sle: J._..�.Illy:: ..u......u.:n.a.nn:.000uu:. r �lyn­41lINTERIOR .. BEARING Lu Lu 04 11:eI n ;:::: • • • • . :: :- �• ao- AE0 1"ll •� eAND l.aa U_ FOR floor this area �,I'�►�i . :.e.: ►,� I.. ►+ IA � .n..o..on.o- . -.......:...i'.:......... . .:....... ...................................................J........................ :::: -------......en.,.n ......-. - :el• .... . .o ... .1 ........� .uo.on. adbll n•.................... , l:ou:.-e.•::-n:•:-.•-:-.:-o:-:-o:-.-:-:-:..e.s .e :::::e:•:::: o. n.., 11 2-2x LE[I GE � CONNECTIO I I : FLAT CLG. BY BUILDER. BY BUILDER. I @ 20'-8" CONNECTION I TOP @2' S" BTM @ 20'-8". BY BUILDER. I 2-2x LEDGER 12'4" 12'1" 3'5" BTM @ 20' 8" I BY BUILDER. TOP @ 22'-5" TO HANGER FACE TO HANGER FACE 24'5" - 17'8" 4'3" — - 12'4" I 1T - 5' 2-2x LEDGER I 2-2:y. LEDGER BY BUILDER. I BY BUILDER. TOP 9r 9. I T(.., a) 10'_5" i F 1 0 0 0 0 FL30 -'. u u- u- u' u - u F 1 16"/Co. FL30 4' SPAIN Cl) r FL30 F 1 1 FLAT CLG. @ $ 8" FL30 F 32 ED 0 FL30 @ N Np N F- 47'12 SPAN �z N Ca > FL30 _ LL J 3 LL �. i _ _ _ _ _ w " FL30 46'4" 52'4" - - 53'10" 47'4" 5'4" 6' 24'4" - 23' -- ---- - ---- . S E C O N LEVEL F L O O R I N GI *.* FG22 & FG23 2-2x !-EDGER LEDGER BY BUILDER. HELD 1/2" LOWER, BY gY BUILDER. TOP @ 10'A-1/2" *** CIO oo TOP @ 10' 5" -i _j J J J J J J J M N N u — <L LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL U - g °D 16" OIC LL INT. G. LL. o' a w A/C 3 IASE(0 0- - - - zr� - -- - - -- - U) - U_ r Qo o 0-0 0OI U L-.-J 90 rn 1 o - 11'6 1 5' FL30 LL I 2. r, `r 8'1d COLUMN AND(D Uj U s U CAP Y BLDR. > FL30 g CIDTo� 8-8 . = m° Q Q in LL A� ffl�OP VG olumn goes up FL30 rn 0 ti `° u7 M @ 20'-8". Q J LL J LL J LL J LL J LL _� _I LL J LL _N J LL —1 LL u_ O L� INTERIOR BEARING III FG23 SITS ON TOP OF III CONNECTION BY BUILDER. BTM @ 8'-8". 5' 2-2x LEDGER BY BUILDER. TOP @ 10'-5" U `r WALLS. TOP @ 8'-8" m o THE BTM CHORD OF G.TIII OPEN TO ABV. III � p LL `'� TOP FG22 SITS ON TOP OF @ 20'-8". 0 - THE TOP CHORD OF G.T Ili 2x- LEDGER co 5'2" 17'10" - BY BUILDER, C/L OF COL C/L OF COL FG31 G.T. ABV, TOP @ 10'-1-1/2" 46'4" CLG at? 20'-8" --- 52'4" - 53'10" - - 57'4" Im g LL 2-2x LEDGER �\ BY BUILDER. INTERIOR BEARING TOP @ 10'-5" WALL. TOP @ 8'-8" 6' m Ir. MAIN FLOOR DETAIL: 1 /2" = 1'-0" -v N PORCH FLOOR DETAIL: 1/211= 1 -0r 3D VWW: NTS 16" DEEP 4x2 TRUSSES FOR REAR PORCHES. 24" DEEP 4x2 TRUSSES, TOPS @ 22r-8n & 10-8� n . THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY C.Cjj!REC:.TIONS REQUIRED 13Y FIELD INS , CTORS THAT k1AY BE NECESSAR'/ IN ORDER 1'°C CO&jpt~YWITH At.,AyAppjjcARI F QODES. Shop Dr wind Review This review Is for General Conformance with the design concept r3 contract documents. The contractor remains responsible for: A. Compliance with the drawings & specifications. 8. Conforming and correlating quantities and dimensions. C. electing fabrication processes & techniques of c on3truction. D, Cowdination of his work with other trades. F= Performing thls work In a safe and satisfoctory monner. {.u:lerstood that the englneer's natation on the ''2 10t 00 to be construed as authorizatloo for work or aarltlrnal cost. ❑ Revise and Resubmit is Noted J Rejected hate: _12f'L_ �...-- SEAL FOR ZEUJSS.PLACEMENT ONL w1,�e.•......"a SsLju S• if � E .� . IVO. 48 9 ST T OF ; 4/ " - IMPORTANT NOTES TJ TRUSS PROVIDES STANDARD TRUSS TO TRUSS CONNECTIONS. ALL STRAPS AND UPLIFT TIEDOWNS TO FLAT GIRDERS, BEAMS,WALLS AND JACKS ARE SUPPLIED BY THE BUILDER. DRAWN WALLS ARE BEARING UNLESS OTHERWISE NOTED. ALL UNDERFRAMING OF DROPPED CEILINGS AND FINISH FRAMING OF SPECIAL CEILINGS IS BY BUILDER. TJ TRUSS IS NOT RESPONSIBLE FOR TEMPORARY BRACING OF THE ROOF SYSTEM. FOR TEMPORAY AND PERMANENT BRACING REQUIREMENTS SEE BCSI 1-03 GUIDE BRACING REQUIRED BY THE INDIVIDUAL TRUSS/WEB COMPONENTS IS TO OVERCOME BENDING OF SPECIFIC COMPRESSION MEMBERS DUE TO GRAVITY OR WIND LOADS AND SHOULD NOT BE CONFUSED WITH THE BRACING REQUIREMENTS OF THE BUILDING STRUCTURE, AND SHALL BE INSTALLED BY BUILDER. TJ TRUSS DISCLAIMERS: FOR ANY CONFLICT BETWEEN THIS SETTING PLAN AND THE INDIVIDUAL ENGINEERED DRAWINGS, THE INDIVIDUAL ENGINEERED DRAWING WILL TAKE PRECEDENCE. DO NOT CUT OR ALTER ANY TRUSS WITHOUT CONSULTING A REPRESENTATIVE OF TJ TRUSS FIRST. ANY PARTY WHO CUTS OR DAMAGES A TRUSS SHALL BE RESPONSIBLE FOR THE COST OF THE REQUIRED ENGINEERING DESIGN AND REPAIR OF THE TRUSS. NO BACK CHARGES WILL BE ACCEPTED UNLESS APPROVED IN WRITING BY AN OFFICER OF TJ TRUSS CORP. FAILURE TO SEEK THE RESOLUTION OF A PROBLEM UNTIL AFTER THE ROOF IS SHINGLED OR THE DRY WALL IS INSTALLED SHALL CONSTITUTE ACCEPTANCE OF THE PROBLEM BY THE CUSTOMER AND THE CUSTOMER SHALL BEAR TOTAL FINANCIAL RESPONSIBILTY TO RESOLVE THE PROBLEM. CUSTOMER RESPONSIBILTY: PROVIDE AND INSTALL ANY AND ALL PERMANENT BRACING REQUIRED BY THE TRUSS DESIGNS. PROVIDE A SUITABLE UNOBSTRUCTED AREA TO UNLOAD TRUSSES. TO ERECT ALL TRUSS COMPONENTS IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE PUBLICATION BCSI AND TO SEEK PROFESSIONAL HELP AND ADVICE ON ANY QUESTIONS PRIOR TO THE ERECTION OF THE TRUSSES. FLORIDA ADM. CODE 61G15-23.002 COMPLIANCE NOTE: THIS TRUSS PLACEMNT' DIAGRAM WAS NOT CREATED BY AN ENGINEER, BUT RATHER BY THE TJ TRUSS CORP STAFF AND IS PURELY TO BE USED AS AN INSTALALTION GUIDE AND DOES NOT REQUIRE A SEAL. COMPLETE TRUSS ENGINEERING AND ANALYSIS CAN BE FOUND ON THE TRUSS DE SIGN ESIGN DRAWINGS G WHICH MAY BE SEALED BY THE TRUSS DESIGN ENGINEER. LOADING CRITERIA ROOF FLOOR TCLL: 0 PSF TCLL: 40 PSF TCDL: 0 PSF TCDL: 20 PSF BCDL: 0 PSF BCDL: 5 PSF BOLL: 0 PSF BCLL: 0 PSF * = Non -Concurrent TOTAL LOAD: 0 PSF TOTAL LOAD:65 PSF DUR. FACTOR:O DUR. FACTOR:1.00 DESIGN CRITERIA: FBC/ASCE 7-2002/TPI 1-02 WIND SPEED: 140 M.P.H. BUILDING EXPOSURE: D CATEGORY: RES II TYPE: MWFRS & C&C: REVISIONS: 1, D2: NEW PLANS: EXTEND BLDG..10-4-07: JC 2. 3. APPROVAL IS NEEDED (4) WEEI"'S PRIOR TO DELIVERY DATE YOUR SIGNATURE WILL ACKNOWLEDGE (1) AUTHORIZATION TO BEGIN FABRICATION (2) VERIFICATION OF DIMENSIONS PITCHES, HEEL HEIGHTS, OVERHANGS, ETC. (3) TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT! ❑ APPROVED -NO CHANGES []APPROVED AS NOTED ❑ REVISE AND RESUBMIT SIGNED DATE DELIVERY DATE DELIVERY ADDRESS: _s TRUSS . 2801 INDUSTRIAL 33RD FT. PIERCE, FL. 34946 PH. (772) 466 - 3388 FAX (772) 466 - 9329 TOLL FREE (800) 326 - 3388 SALES@TJTRUSS.COM SPANNING THE DISTANCE - WITH PEAK PERFORMANCE MASTER # NA JOB # 70646 P12 CUSTOMER G W. PURUCKER JOB NAME RUPP #2 - LOT/BLK/SUBDIV LOT 23 wATERSONG .� i � ., < R�C'Ip;•" ` �` COUNTY roiuA.�; SIT LU C I E- �o��nnm��a� DATE:8/20/07 LAYOUT SCALE: 1 /411 = 11-011 NEW wr� DRAWN BY: JOHN C. kTOT64 ` rr �r � rr�r� � rr• r► �r � • r •ter 52'4" io •— eM LO U Q Q Q a Q Q Q Q Q Q ire u7 M �✓ U U U LO a M 1 CD a a Q a Q a Q a a a a a a a a a Q a a CJ1 CJ3 CJ5 EJ7 EJ7 EJ7 EJ7 N EJ7 EJ7 EJ7 EJ7 CJ5 CJ3 CJ1 N -y. ICJ 1 24" O/C z a� N iv CV w a 0 o 0 -- --- --- --- " "0// -- CJ3 7 24" O/C --- - - --- 18'4" -- w z w r- ❑3 O SPACE o 00 2, SETBACK 2' - I w ui •tt �o SETBACK - 2' EJ7 5' -- -- - EJ7 CJ5 CJ3 CJ1 N ALL BEARING HEIGH U 1 U U — - - 52'4" --- ---- 53'10" LAYOUT SCALE: 1 / 11 _ 11_011a THE SAME a 32r-8r' ,r - LO U U U r✓.` SO "v CJ5A EJ8 EJ8A EJ8B EJ8A N EJ8 _r EJ8C 3D VIEW: NITS ROOF 7 12 PITCH 6-5/8" 1 ND H GT -8 — 2' END DETAIL: 1 /2r' = 1'-0" 24" PLUMB CANTILEVER THESF PLANS AND ALL. PROPOSED WORK APF `3ij,O EC;T TO f\Ny t0'PF3ECTIONS REQlill Ld�,,q, ?SECTORS THAT kjAY SE NECES SAR'F iM 01105-FI T CO?,4rpl.,`{ `+KITH ALL, Appt,j(,-ARI-� OOPEf1, `mow i)rawln� R - uT�r This review Is for General Conformance with l deslgr� a .rn.x.. ,*t & contract documents, The contractor remains a-iPonsldl_'fort A. Compliance with the drawings & specF ation=,. B. Conforming and correlating quantities grid dime#",fAof*. C. Selecting fabrication processes Fr iechi-iaues of c:•.�truction, D. Coordination of his work wish olher trades. E. Performing this work in a safe -.nd satisfactory maneo!, •i f I,-Iderstood that the engineer's notation on the itcsls is not to be onstrued as authorization for work or additional cost. q 'ti^n Tokan ID Revise and Resut*%pit ^r Noted (_"? ReirK,ted G e;' C Date:. �,, AL FOR TRUSS PLACEMENT ONL' °°�11Af11iTI�b/® S (,/��iii �� "�+"u• G E "•" NO. 48 9 ST T OF ®" �s","a" RWz fI MI Pu'RTA-NT NOTES TJ TRUSS PROVIDES STANDARD TRUSS TO TRUSS CONNECTIONS. ALL STRAPS AND UPLIFT TIEDOWNS TO FLAT GIRDERS, BEAMS,WALLS AND JACKS ARE SUPPLIED BY THE BUILDER. DRAWN WALLS ARE BEARING UNLESS OTHERWISE NOTED. ALL UNDERFRAMING OF DROPPED CEILINGS AND FINISH FRAMING OF SPECIAL CEILINGS IS BY BUILDER. TJ TRUSS IS NOT RESPONSIBLE FOR TEMPORARY BRACING OF THE ROOF SYSTEM. FOR TEMPORAY AND PERMANENT BRACING REQUIREMENTS SEE BCSI 1-03 GUIDE BRACING REQUIRED BY THE INDIVIDUAL TRUSS/WEB COMPONENTS IS TO OVERCOME BENDING OF SPECIFIC COMPRESSION MEMBERS DUE TO GRAVITY OR WIND LOADS AND SHOULD NOT BE CONFUSED WITH THE BRACING REQUIREMENTS OF THE BUILDING STRUCTURE, AND SHALL BE INSTALLED BY BUILDER. TJ TRUSS DISCLAIMERS: FOR ANY CONFLICT BETWEEN THIS SETTING PLAN AND THE INDIVIDUAL ENGINEERED DRAWINGS, THE INDIVIDUAL ENGINEERED DRAWING WILL TAKE PRECEDENCE. DO NOT CUT OR ALTER ANY TRUSS WITHOUT CONSULTING A REPRESENTATIVE OF TJ TRUSS FIRST. ANY PARTY WHO CUTS OR DAMAGES A TRUSS SHALL BE RESPONSIBLE FOR THE COST OF THE REQUIRED ENGINEERING DESIGN AND REPAIR OF THE TRUSS. NO BACK CHARGES WILL BE ACCEPTED UNLESS APPROVED IN WRITING BY AN OFFICER OF TJ I-RUSS CORP. FAILURE TO SEEK THE RESOLUTION OF A PROBLEM UNTIL AFTER THE ROOF IS SHINGLED OR THE DRY WALL IS INSTALLED SHALL CONSTITUTE ACCEPTANCE OF THE PROBLEM BY THE CUSTOMER AND THE CUSTOMER SHALL BEAR TOTAL FINANCIAL RESPONSIBILTY TO RESOLVE THE PROBLEM. CUSTOMER RESPONSIBILTY. PROVIDE AND INSTALL ANY AND ALL PERMANENT BRACING REQUIRED BY THE TRUSS DESIGNS. PROVIDE A SUITABLE UNOBSTRUCTED AREA TO UNLOAD TRUSSES. TO ERECT ALL TRUSS COMPONENTS IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE PUBLICATION BCSI AND TO SEEK PROFESSIONAL HELP AND ADVICE ON ANY QUESTIONS PRIOR TO THE ERECTION OF THE TRUSSES. FLORIDA ADM. CODE 61G15-23.002 COMPLIANCE NOTE: THIS TRUSS PLACEMNT DIAGRAM WAS NOT CREATED BY AN ENGINEER, BUT RATHER BY THE TJ TRUSS CORP STAFF AND IS PURELY TO BE USED AS AN INSTALALTION GUIDE AND DOES NOT REQUIRE A SEAL. COMPLETE TRUSS ENGINEERING AND ANALYSIS CAN BE FOUND ON THE TRUSS DESIGN DRAWINGS WHICH MAY BE SEALED BY THE TRUSS DESIGN ENGINEER. LOADING CRI-TERIA- ROOF FLOOR TCLL: 20 PSF TCLL: 0 PSF TCDL: 16 PSF TCDL: 0 PSF BCDL: 10 PSF BCDL: 0 PSF BCLL: 10 PSF BCLL: 0 PSF = Non -Concurrent TOTAL LOAD:56 PSF TOTAL LOAD: 0 PSF DLIR. FACTO R:1.25 DUR. FACTOR:1.00 DESIGN CRITERIA: FBC/ASCE 7-2002/TPI 1-02 WIND SPEED: 140 M.P.H. BUILDING EXPOSURE: D CATEGORY: RES II TYPE: MWFRS & C&C REVISIONS: 1 D2: EXTENDED BLDG: 10-3-07: JC 2=-- ---- —-- 3. APPRO(4) AL IS NEEDED WEEKS PRIOR TO DELIVERY DATE YOUR SIGNATURE WILL ACKNOWLEDGE (1) AUTHORIZATION TO BEGIN FABRICATION (2) VERIFICATION OF DIMENSIONS PITCHES, HEEL HEIGHTS, OVERHANGS, ETC. (3) TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS (LAYOUT! ❑ APPROVED -NO CHANGES ❑APPROVED AS NOTED ❑ REVISE AND RESUBMIT SIGNED DATE DELIVERY DATE DELIVERY ADDRESS: T RUS S C 0 N R P. 2801 INDUSTRIAL 33RD FT. PIERCE, FL. 34946 PH. (772) 466 - 3388 - FAX (772) 466 - 9329 TOLL FREE (800) 326 - 3388 SALES@TJTRUSS.COM SPANNING THE DISTANCE -WITH PEAK PERFORMANCE MASTER # NA JOB # --------- - --- -- - 70646 P22 CUSTOMER G.W. PURUCKER----- JOB NAME RUPP RES #2 LOT/BLK/SUBDIV LOT 23 WATERSONG COUNTY ST. LUCIE rs nATF• R/gn/n7 I DRAWN BY: JOHN C. /.