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HomeMy WebLinkAboutBUILDING PLAN10' - 0'r i y w04 w04 w04 w04 w04 w04 W04 L31 L31_ L31 L31 L31 D7 L31 L31 L22 4 L100B L 120 WALLS - C.C. BLOCK CONSTRUCTION W/ STUCCO OVER ROOF - ENGINEERED ROOF TRUSSESW/ 18" OVER HANG ALL AROUND & 5/8 PLYWOOD AND RUBBER MEMBRANE W/BARREL TILE 12911 L22 o� L40 FRONT VIEW L40 w05 L45 5 12� RIGHT SIDE VIEW fi I W03 W03 w03 w03 L22 L31 L31 L31 L31 000e0000� 000�0000 LEFT SIDE VIEW AREA CALCS LIVING AREA 4225 REAR LANAI 720 GARAGE 704 t FRONT ENTRY 214 ------------------- 5863 CUBIC FT..BUILDING ENVELOPE 45,580 111-811 141-011 GRADE XN CG E A Lucie Courdy e) Alunoo aionj i Aa ,C13NNVOt" z 0 U) W 0 N ca Lo h V u- M J W C) J LLj Z U OWN J Q0 � N Z W U) 00 rn O M E0Cr � aati w o y Cn W > 0 W W W atS Q W N N Y � IY Q m U) =w a> z z J J z 00 0 w_ U' Q U w z —' J ~ Q Z 0ry LU c N 0 0 00- W a PROJ. DRWN. DATE. SHEET 1 OF9 0 W 0. Z W J To the best of our knowledge these plans are drawn to comply with owner's specifications. The contractor and/or homeowner shall verify all dimensions and enclosed drawings. Tom McAuliffe Professional Draft & Design. is not liable for errors once construction has begun. While every effort has been made in the preparation of these plans to avoid mistakes, the maker can not guarantee against hurnan error. The contractor of the inh must rheck Al riimPnsinns and nther details nrinr to construction and ha snlely rPsnnnsihlP thereafter. rnntrartnr is rPsnnnsihlP for Al code and nnverninn hndv rmmnlianrP. and all Cat. No. Model Weigh I Cu. Ft. F1186 VRL4543ZEN 2761U 24.5 F1187 VRL4543Z€P 2/610 24.5 Minimum clearances to combustibles for the fireplace areas follows: `Back and Sides 25 mm Perpendicular Walls 8" 203 mm Floor (from bottom of fireplace) 0176mm Ceiling (from top of opening) 42' 1067 mm Top of Standoffs 0" 0 mm Ref. Mantel Depth Ref. Mantel from Top of Opening 1. 12 305 A 24 610. 2. 9 229 6. 21 554 3. fi 152 C 18 458 4. 4 102 D 1 407 5. 2(51) E 14 356 Inches (millimeters) Nisi All vartical measurements AT from lop of fireplace hood opentog toaottom Ofmontet shalt. Noncombustible material may project off this Surface above the firebox flood Suppted firebox hood must he used at all time Optional Facade Kits Cat. No, ` Model Description 71036 DFT43B Decorative Face Trim. BlackN F1037 DFT43AS Decorative Face Trim. Aged Silver F1038 DFT43AC Decorative Face Trim, Aged Gaped sFaeiffnaflons and elaamseea are smiffed to ebenpe without nellae. Refer to lnaraltetionMaaoatbefnminsfa!{atinnor to= appfmoves for updated dimeualons andd laetructim is. NOTE: DIAGRAMS & ILLUSTRATIONS Are NOT SCALE. Printed in U.S.A. P 20161nnovative Hearth Products PIN 960628.01 REV,A 1012016 N ►� Woll L120B 120B W03 1NO3 W03 lNO3 W03 YV03 W03 1^103 L31 L31 L31 L31 3 L31 L31 L31 Frhasd apple ces comply eroh Raemal US Sia* Standards are are listed 1,y PFS EdryOrgiOnlaAWS1y21.112asunvuted "aas-bred room seaters. Report No. F11-054 *For pack and sides at fireplace, do not pack with insulation or other materials. Mantel Clearance Side Well Clearance Fireplace Top View 4- (102 mm) m Face Opening Fireplace Ij _ Side View Iui 6 (200. mm) CMU WATER RESITANT CAULK WINDr1W & DOOR WATER PROOFINgAS PER 612.10 & R703.8 OF 2017 Fl3 To the best of o know dge these plans are drawn to i inh must check all ' ensinns and other details nrinr to --F—F Pane 202 L31 PERSPECTIVE VIEW W03 1 L31 L120 L31 LE REAR VIEW NTS z C9 W ON 06 Lo H ,It LL M J LL 0 JLLj z U 0�N J to U N U) z W rn OLL MO lY N a aati z 0 O CO)W fn W � W Q otS W 0 fn L Y LL w w wr�r� of 'z N O w <mV- LU '. r U IL Ln �O Ln V LL 0 m V ) 2 W z z J J a z m < Q Ow U) Q U W Z J(j a Z O w N O O 00 0- I Ltl 0 O Q u- m W Z � q_ 0 Y l— W 0 0 Q 0 z Gam. _ 0 Q = z W z rn W W 2 J to 0 PROJ. DRWN. DATE. SHEET 2 OFg with own s specifications rFtin nil hP snlPly rPsnnr he contractor and/or omeowner shall verify all dimensions -and drawings. Tom McAuliffe Professional Draft & Design. is not liable for errors once construction has begun. While every effort has been made in the preparation of these plans to avoid mistakes, the maker can not guarantee against human error. The contractor of the hie thereafter_ Cnntraartnr is rPsnnnsihle fnr all cndP anti anvPrninrl hnriv cmmnlianr.P and Al 71 32'-6 5/1 b" GARAGE DOOR OPENER GENIE # 3053TSY COMPLIES W/ 309.4 OF 2017 FBC 8'-1 1 /4" 2'-8" 3'48 3/4" 13'-4 1 /8" 5'-4" II - D07 n � m m m Z O " 0 0 Oo 12-10 5/16" (7 r Vol m t � r r D13 q 4 3/16" 4'- m W 12 iv D D09 r Z o D o �J m D 6 D 2 WOS 8'-01/2" 2-11" 4'-0 1/2" 4'-0 1/2" fl , in 5'-b" — 4'-2" 3' 2'-4 2'-4" 32'-15 5/16" 19'-9 1 /4" ry NOTE: PRE ENGINEERED WOOD TRUSSES @ 24" O.C. SEE TRUS r PLAN SEE DESCRIPTION NOTES FOR ROOF TYPE OVER 30# FELT ATTACHED TO 19/32 EXT. PLYWOOD SHEATHING INSUL. BAFFLE, TYP. VARIES _ TRUSS BEARING GAVALUME DRIP EDGE BATT INSULATION (R-30) -� @ BOTTOM CHORD " 1X2 P.T. DRIP EDGE M 3 . ,P'' 5/8" GYP. BOARD 2X6 ROUGH SAWN SPRUCE SEE DESCRIPTION NOTES FOR SOFFIT TYPE 5/8" MIN STUCCO FINISH WOOD FURRING ;STRIPS JOINT REINFORCING BETW. VERTICLE @ 16" 0A TOP (2) COURSES&AT ALTERNATING COURSES I BELOW 1 /2 GYP. BOARD, p'rD VERTICAL REINFORCEMENT @ RIGID INSULATION (MRom) 48" O.C. GROUT CELL SOLID- CONT. FROM FOOTING CONIC. TO THE BEAM; ENSURE FILLED CELLS AT CORNERS, ALL JAMBS, AND BENEATH GIRDER BEARINGS TYP. FINISHED BASE II CONC. TURN DOWN SLAB 0'-0. SEE FOUNDATION PLAN Or _ s _ II FINISH FLOOR 6 MIL. VAPOR BARRIER —III -III— \ II — I 12" IIIIIII=IIIIII �—� IIIIIII CLEAN, COMPACTED, TERMITE TREATED SOIL SEE FOUNDATION PLAN FOR REINFORCEMENT 1$ REQUIREMENTS TYP. WALL SECTION 106, T 2'-8" 2'-8" 2'-9 3/5" 2'-2 5/8" 2'-4" 4,-4„ 124" 5'-1 3/5" T-4 1 /2" 9'-4 1 /2" 3 w02 3 W 3 2 o ° ° vo7 I 18'-10 15/16" M m m co m r In> n 1 s'-2 7/6" I, o Z IL Q O v07 cra Do 10'-5 1 /2"03 r O o OO m m Z O � I v = O G7 c in 0016 >< A-11 3/4" o a- it1 D03 ry �D09 m m 8, r o n Z Q m o 1. ALL TRUSSES BEARING ON FRAME WALLS TO n BE STRAPPED WITH MTS12 W/ (14) 10d NAILS m TYP. 1N04 2. A (3) STUD COLUMN IS REQIRED DIRECTLY BENEATH ALL GIRDERS BEARING ON FRAME WALLS (V d ry c0 W04 iV .p Z m in � DO - m Cl)X m v o Z mCn9 II'I Cl) -D Cn ------------- �— 14'-115/6" 16' woa ledger should be (2) PT 2x8's with joints staggered and attached to solid poured masonry walls with 5/8" expansion anchors embedded a min. of 4" into solid poured masonry walls at 12" o.c. top and bottom staggered no closer to the edges of the ledger than 2" and no closer to ends of w04 ledger boards than 3". NOTE: the connectors are based on presumptive reactions and that the finalized truss engineering with reactions must be submitted to engineer for approval and for engineer to verify that the connectors and beams are adequate for the final truss design. 0 m r ,n Z_ "a t11 Z O � O 7280 -n 1G N O z 017 m 2" 00 0 M D75 � ry J m Ii in C m O m C3 0 18'- 1/16" " oD07 m n _ m��— r a � 2 C7 r 0 I 0 € ffl m Z n � m m In mw.. nfr�� m. i- in -n O m m � � m D ;00 0 m o N in V-b" 9'-10 7/16" D 0 n O ry= m D1b mD 18'-5 3/8" N N im (n in Z 07 W ON 06 M ILL M M J Lu ZV r) U Cn N Z W Cn 00 04 D- aa 0 W vi O w W ad Q W U Ln Y LL Lll } Qe! �QNO LU %r Z<LLLtt- r U-T-- rLr- V- U) N I„-FNAF Q m f) 2 l.°IJ Y J > Q Z MJ W = O w U QU J 2 Q H Z J � CL V OLL, 00 0. W H G o Q W m W Z o P a W C) 0 QIX O z a a U Z M W Z W W N V PROJ. DRWN. —_ DATE. SHEET 1 6 4'-1 3/5' OF 15' 3' 4 1/4 5'-5" 10, FLOOR PLAN ^\ 49'-7 1 /4" 53, 59' To the best of our knowledge these plans are drawn to comply with owner's specifications. The contractor and/or homeowner shall verify all dimensions and enclosed drawings. Tom McAuliffe Professional Draft & Design. is not liable for errors once construction has begun. While every effort has been made in the preparation of these plans to avoid mistakes, the maker can not guarantee against human error. The contractor of the inh must check all dimensinns and other details nrinr to rnnstructinn and he snlPly resnnnsihlP tharaaftPr_ Cnntrartnr is resnnnsihle fnr all rndP and onverninn hndv cmmnlinnr.P and all 6v � D16 D14 D05 c4 3.6 0 m r- Z n O r O Doa 0 m 0 D01 #5 REBAR 8" LINTEL W/ 8" LINTEL BLOCKABOVE. (2) #5 REBAR 18" ROUND CONC. BLOCK & DECORATIVE FACING IF USED 24X24Xi8 REINFORCED CONC. PAD SUPPORT COLUMNS FOR REAR PATIO FIN FLR (2) #5 CONT 3" MIN. CCTV. 2 GENERALNOTES: 1. WEATHERING AREA IS NEGLIGIBLE 2. TERMITE AREA IS VERY HEAVY 3. PROTECTION FROM TERMITES SHALL BE PROVIDED BY REGISTERED TERMITICIDES. 4. THE FLOOR OF THE GARAGE OR CARPORT SHALL BE SLOPED W/ NATURAL CONCRETE OR PAINTED WITH A NONCOMBUSTIBLE MATERIAL. 5. BEDROOMS SHALL HAVE AN EGRESS OPENING OF 5 SQUARE FEET. WINDOWS SHALL HAVE A 24" CLEAR HEIGHT WITH A 20" NET CLEAR WIDTH OR GREATER. MAXIMUM SILL HEIGHT IS 44" FROM FINISH FLOOR. 6. ALL EXIT DOORS SHALL HAVE ALIGHT W/ A FLAT 36" X 36" LANDING. 7. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPMENT INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E84. ALL EXPOSED ATTIC INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX (IN ACCORDANCE WITH ASTM E 970) NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. 8. A VAPOR RETARDER SHALL BE INSTALLED IN THE WARM WINTER SIDE OF THE INSULATION. SHOULD BLOWN INSULATION BE USED IN THE ATTIC, A VAPOR RETARDER MUST BE USED. 9. ALL WOOD -FRAMING MEMBERS RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH FASTENERS OF HOT -DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. PROTECTION FROM DECAY SHALL BE REQUIRED PER FBC R-319.1. 10. ACCESSIBILITY DOORS SHALL HAVE A 29" MIN. CLEARANCE. 11. THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 12. AT LEAST ONE BATHROOM SHALL HAVE A MINIMUM OF A 29" CLEAR OPENING. 13. ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12" BELOW GRADE. 14. FOUNDATION STEEL (#5 BARS) SHALL HAVE A MINIMUM OF 3" OF COVER. 15. A CONTINUOUS PATH FROM FOUNDATION TO ROOF SHALL BE PROVIDED PER DETAILS AND CONNECTIONS SPECIFIED. 16. ROOF AND WALL COMPONENT AND CLADDING LOADSARE SHOWN IN THE DESIGN CRITERIA. 17, SHUTTERS OR IMPACT GLASS IS REQUIRED FOR PROTECTION OF OPENINGS FOR THIS RESIDENCE PER SECTION R301.2.1.2 OF THE FLORIDA RESIDENTIAL BUILDING CODE. 18. INTERIOR AND BEARING AND NON -BEARING FRAMED WALLS SHALL USE STUD GRADE LUMBER SPACED AT 16" O.C.. 19. FRAMED BEARING WALLS SHALL BE BRACED WITH 2X4S @ A MAXIMUM OF 8' O.C. 20. ROOF SHEATHING SHALL BE 5/8" CDXAND HAVEASPAN RATING OF 16/24 AND NAILED WITH 8D RING OR SCREW TYPE NAILS (2 1/i' X .131 ") AT 6" O.C. ON THE SEAMS AND 6" O.C. IN THE FIELD U.N.O. 21. ACCESS OPENING SHALL BE A MINUMUN OF 16" X 24" AND SHALL NOT BE UNDER AN EXTERIOR DOOR OR LOCATED BEHIND AN EXTERIAR FIXTURE. 22. ALL NAILS SHALL BE HOT DIPPED GALVANIZED OR BETTER. 23. ALL SIMPSON FASTENERS SHALL BE Z-MAX WITH HOT -DIPPED GALVANIZED COMMON NAILS OR BETTER. 24. ALL BEARING WALLS SHALL HAVE A SIMPSON SPH4/6 PLACED TOP AND BOTTOM OF FRAMED WALLAT 16" O.C.. HEADERS OVER 4' SHALL BE STRAPPED TO JACKS W/ SIMPSON MSTA24 AT ENDS W/ 8-10d NAILS PER SIDE. HEADERS UNDER 4' SHALL BE STRAPPED W/ SIMPSON LSTA18 W/ 7-10d NAILS PER END. EACH JACK SHALL HAVE A H2.5A @ THE BOTTOM PLATE, 25. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ROOF PITCH. 26. NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD MEMBERS ORANY SIMPSON PRODUCTS UNLESS SPECIFIED IN THESE PLANS OR FROM THE MANUFACTURER. 27. ROOF RAIN WATER SHALL BE DIVERTED FROM SEPTIC FIELD. CONIC SLAB MIN`. FOOTER @ GARAGE OPENIN+ DOOR SCHEDULE NUMBER QTY SIZE RIO DESCRIPTION HINGE LINTEL D01 1 2060 25"Xq'11/2" HINGEPA-PANEL HIDDEN 2 002 1 16080 193"Xg1 1/2" GARAGE -GARAGE DOOR P02 V03 2 208E 25"XgT v2" 2 DR.BIFOLD-SLAB HIDDEN(2 004 2 268E 31"Xg11/2" HIN6ED-4-PANEL HIDDEN 2 D05 1 2868 33"X81 1/2" HINGED-4-PANEL HIDDEN 2 DOb 1 2868 65"X811/2" POGKET-4-PANEL 001 b 2880 33'Xg11/2' HIN6ED-4 PANEL HIDDEN 2 D09 1 3080 3T'Xg11/2" HINGED-4-PANEL HIDDEN 2 V12 1 308E 3TX9T 1/2" EXT. HINGED -SLAB HIDDEN 3 D13 1 408E 49 XgT 1/2' 4 DR. BIFOLD-51LAB HIDDEN 4 P14 3 408E 4g XgT 1/2" DOUBLE HIN6ED-4-PANEL HIDDEN 4 D15 1 5080 61 X9T 1/2' DOUBLE HINGED-4-PANEL HIDDEN 4 016 3 608E T3 X911/2" 4 DR, BIFOLD-SLAB HIDDEN 4 D11 1 608E 13 Xg11/2" DOUBLE HINGED-DOOR L01 HIDDEN 4 D18 1 808E 91"X91 1/2" 1 GARAGE -GARAGE DOOR P02 WINDOW 5CHEDULE NUMBER OTY SIZE RIO E6RE55 DESCRIPTION I LENTIL W01 2 2265 26 1/2"X16 3/4" SINGLE HUNG Y402 4 2232 261/2"X391/6" SINGLE HUNG W03 16. 3063 31 1/4"X16 3/4" YES SINGLE HUNG IN04 1 3063 31 1/4'X16 3/4" YES SINGLE HUNG -CT W05 2 3243 39 1/2"X51 5/8" YES SINGLE HUNG WOT 1 4040 4q 3/6"X4q 1/2" YES FIXED GLA55 W08 1 6020 13"X25 1/2" FIXED GLA55 WINDOW AND DOOR FLASHING TO COMPLY WITH FBC R612.10 & R703.8 OF 2017 FBC ROOF SHEETING ATTACHMENT DETAIL 1. MINIMUM NAIL SIZE = 8D RING SHANK (MIN. 2" LONG) 2. MINIMUM SCREW SIZE = #8 X 2" 3. MINIMUM SHEATHING THICKNESS 19/32" CDX PLYWOOD 4. USE NAILS OR SCREWS BASED ON PRESSURE FOR ROOF STATED IN PERMIT INFO BOX ON THESE PLANS FOR ZONE 3 KEY AREA EDGE FIELD FIVER PRESS ZONE 1 6" 6" 8D RING SHANK 45 PSF ZONE 2 4" 6" 8D RING SHANK 76 PSF ZONE 3 4" 4" BD RING SHANK 84 PSF / "ZONE .3 6" 6" SCREW PSF ". USE NAILS OR SCREWS BASED ON PRESSUKE FOK KUUF S IAl EU IN F LKMI I INFU ISUX ON THESE PLANS FOR ZONE 3 FOUNDATION NOTES 1. SOBS SHALL BE TREATED. 2. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR). 3. FOUNDATIONS ART DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 250E PSF. x. FOOTINGS SHALL IF PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS, CONCRETE NOTES 1 CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACT 301 'SPECIFICATION FOR STRUCTURAL CONCRETE MR BUILDINGS' AND AEG 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OFACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSF. UNLTIS NED OTHERWISE. CONCRETE,LA WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS DRMRIUOTS ONE INCH. 2. PROVIDE A MINIUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES.H04ELJ 1NVAMR BARRIER ARE HOT PERMITTED. TAPE AROUND ALL SEAMS AND C1r-ours. 3. ALL REINFORCING SHALL CONFORM TO MUM A615 FOR GRADE 60 STEEUWELDED WIRE MESH TO CONFORM TO AETM, A-185. PROVIDE CHAIRS & BOLSTERS. BOLSTERS TO HAVE PLASTIC COATED LEGS & FEET (IF EXPOSED TO EXTERIOR ELEMENTS) ENSURE MESH M EMBEDDED V FROM THE TOP OF THE SLAB. UAP ]DINTS AT V & THE 4. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A185 AND SHALL BE ADEQUATELY SUPPORTED @ 3'- ° O.C. EACH WAY S. THE MINIMUM CONIRETE COVERAGE SHALL BE AS FOLLOWS: CAST AGAINST EARTH: 3", EXPOSED TO EXTERIOR ELEMENTS: 1'. FORMED SURFACES: i" 6. CONSTRUCTION ]OQJrS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF E PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF;THOSE AREAS INVOLVED. 7. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURE'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, UCH AS PIPE SLEEVES, ANCHOR BUTTS, ETC. PRIOR TO PLACING CONCRETE. A. REINFORCEMENT FM CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 30 INCH LAP. PROVE CORNER BARS 9. CONCRETE SHALL HAVE 3/4- LARGE AGGREGATE.-PEAROCK" IS NOT PERMITTED FOR SLABS. 10. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC.) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. IT. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10"AM HOOKS. CONCRETE MASONRY NOTES L ALL MASONRY SLO SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASON . MIN. PRISM STRENGTH OF 15DD PSI W/ 3/8" MORTAR ]DINTS. 2. ALL MORTAR SHAM A MINIMUM TYPE M OR S MORTAR 3. UNLESS SPECIFICA, Y SHOWN OTHERWISE PROVIDE'DUR-0-WALL" TRUSS TYPE REINFORCING IN ERYDiHERCOU (16'O.C.) EV A. ALL LAP SMILES M 8E 48 BAR DIAMETERS. S. ALL CONCRETE MA NRY CONSTRUCTION SHALL CONFORM WITH ACT 530.1-OWASCE 7-05/TMS 602-051 SPECIFICA ON MR CONCRETE MASONRY STRUCTURES AND ACT 530-05/ASCE 7-05/TMS 402-05, BUILDING REQUIREMENTS FOR MASONRY STRUCTURES. ALL CONCRETE MASONRY UNDS $HALLCOM Y WITH ASTM C,90 WITH TYPE M OR S MORTAR COMPLYING TO ASTM 0270. MASONRY UNITS SIWLL HAVE A MINIMUM COMPRES5IVE STRENGTH OF 2000 FBI ON THE NET AREA. 6. ALLS' EXTERIOR U WALLSHALL BE REINFORCED WITH #5 VERTICAL REINFORCING BARS WHERE SHOWN ON CHTRECIURAL PLANS AT CENTER OF GROUTED CELL. PROVIDE 9 GA. TRUSS TTPE HORRONTAL THE REINFORCING AT 16' O.C. W ALL NEW WALLS. PROVIDE ADDITIONAL REINFORCING ON STUE OF OPENING GRATER THAN 24" WIDE & AT CORNERS & INTER- SECTIONS �WAL15. CAE SHALL BE TAKEN WRING THE CMU WALL ERECTION TO ENSURE THAT CELL: TO BEGROI LINE UP PROPERLY, PROVIDING A MINIMUM CLEAR AREA OF 10 SQUARE INCHES & M(11. CM. UT 3" PROVIDE SAW -CUT CLEAN -OUT HOLE IN BOTTOM COURSE & REMOVE MORTARRIGra FROM CELLS AT END OF EACH DAY. PROVIDE EOOTNG DOWELS TO WATCH WALL REING SRE & SPACING. LAP SPLICE BEINFOR"NC.48 BAR DIA. (OR AS SHOWN ON PLANRMI_REtHE RG WDHSTANDARD A' HOOKSOPROVIDECONUOREI1NG FROM FONG TDSTTIEBEAMTIE VE0.TIGLFORMS TOEENTISIN CENTER OF WALL. WHERE 2 VERTIRSARESHOWNINICELLALLAON THE INTERIOR FACEOFTHE WALL&1NAON THE ORFACWROMTHE EXPOSED FACE OFTHE BLOCK7. PROVIDE BONG BR PLANS AROUND PERIMETER UTTHE BUILDING @ THE TOP OFALL WALLS AND AT MIST SEARING. BOND BEAM TO HAVE A MINIMUM OF 11145 BARS OR (1) #7 BAR TOP AND BOTTOM (UNLESS OTHERWISE NOTED). U-BLOCK THE BEAM STEEL TO STOP B' FROM CORNERS WITH (1) #5 CORNER BAR (OR 1 #7)TOP & BOTTOM 32" MIN. URP. e. VERTICAL REINFORCEMENT STEELTO HAVE A 1R" MIN. CLEARANCE FROM MASONRY. 9. G CAFEED GELLS SHMLL NOT EXCEED A IT CONTINUOUS POUR. 10. PRWIDE'GAST-CR(OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL MASONRY OPEMNGS,LNLESS OTEDOTHERWISE. IT. ANY EPDXYSHOW LLBE ETHER"HILTI HUM 500-WITH"HAS-E'THREADEDRODS FOR MAson"OR "SIMPEON SET EPI IE° ADHESIVE. F = FILLED WITH GROUT RF = RECESSED & FILLED W/GROUT QUANTITY OF 115 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B%1 T QUANTITY OF #8 REBAR AT TOP OF LINTEL NOMINAL FR. NOMINAL WIDTH l�RER cTTOP MIN. (1) t) REM11RE0 71-112°QOVER #6 T BOTTOM OF LINTEL LINTELCAVITY REINFORCING PROVIDED IN LINTEL (VARIES) ENGINEERING CRITERIA APPLICABLE CODE= FL BLDG CODE 2017, 6th ADDITION PER CHAPTER 1609, USING ASCE 7-10 WIND SPEED= 170 mph V (ULT), 132 mph V (ASD) WIND IMPORTANCE FACTOR= 1.0 RISK CATEGORY R3 (ENCLOSED) EXPOSURE'C' INTERNAL PRESSURE COEFFICIENT- Gcp= 0.18 MEAN ROOF HEIGHT= 16 ft LOADS: FLOOR - 40 PSF ROOF/DEAD - 20 PSF ROOF/LIVE - 20 PSF WALL - 18 PSF IMPACT PROTECTION SHUTTERS IMPACT GL. MAXIMUM WINDOW PRESSURES: MAX WINDOW PRESSURE= + 40.4 psf, - 54.1 psf MAX DOOR PRESSURE= + 38.6 psf, - 50.5 psf MAX SGD PRESSURE= + 36.1 psf, - 39.5 psf MAX GAR. DOOR PRESSURE= + 35.6 psf, - 40.3 psf TO FASTEN PLYWOOD AND VENT ALUMINUM FASCIA (2 X 6 FASCIA) SOFFIT FASTENED TO 5UB FASGVA @ 12" o.c. STUCCO SOFFIT DETAIL NT5 LINTEL SCHEDULE BUC:I ❑FA''�%,1TNG rt7NNE`UTI❑I`51N I;'PA J-BULT5 LIP; HILTI KPII 12-512 KWIKB11LTS�; U,S, ANCHOR 1V`1214, }7L❑L PAWL -STUD 7424 td12'1 DIH X 1T'H" ASHERS L� A I`.I''3LiEu ------ 2 h L T, 119EIU: H 11PENTHE IL_T` HALL BE E 1 ,'I,`EEN ❑ fl,. :Ell ❑TT❑1' B❑L TE EH❑w'I'd _T 1 1/2ff FPEI'I EDGE 4 a ° u 4 Ci(=RAI� C BUCK DETAIL I'ALD 112" -> ,1` INDEX WINDOW OR DOOR UNIT WIDTH LINTEL SIZE CAST - CRETE SPECIFICAT ROWS OF H" BLOCK ABOVE (8"X16") BOTTOM STEEL SIZE TOP STEEL SIZE MAX. GRAVITY LOAD (PLF) MAX. UPLIFT LOAD (PLF) MAX LATERAL LOAD (PLF) L22 Z-2' T-6" V&OBMT 1 #5 6113 3547 1024 L31 2 8" T-6" 3'-1" 4'-0" - 8F80B/1T 1 #5 8113 307E 763 L40 4'-0" 5'4" 8F8-OB/1T 1 #5 5365 2200 411 �- L45 4'-5" 5'-10" 8F8-0B/1T Ili 1 #5 4360 2003 339 L68 6'-8" TE" 8FB-0BIIT 1 #5 2661 1634 534 L80 8"-0" 9'-4" 8F8.10/2T 1 #5 2 1 #5 1843 1133 512 L120B 12'4- IT-4- 8F-1B/2T 1 95 2 #5 1075 I 770 324 L160B 16'-0. 17'4" BF16-113/2T 1 #5 2 I #5 I950 I500 1194 -ALL LINTELS SHALL BE MADE BY CAST-CRETE - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE REFER TO CAST-CRETE CATALOG FORALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION AND SAFE LOAD REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED - CONTRACTOR TO VERIFYALL LINTEL SIZES BASED ON FINAL MASONRY OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING ANY/ALL LINTELS �1 #5 REBAR c E a W O @ EVERY 4'-0" D.C. @ BOTH SIDES OF ALL MASONRY OPENINGS SEE PLANS -RECESS FIG 4" 1 11 1� 1� 11 !I �CONIC SLAB a 1 u io FIN GR 1 rM5 _ 31I a \4. I, (1) #5 CONT- (2) #5 CONT 3" MIN. COV. 3" MINI COV. MIN" 1'-611 4n BEARING FOOTER @ SHOWERI #5 REBAR @ EVERY 4T-On D.C. Ij @ BOTH SIDES OF ALL h - MASONRY OPENINGS SEE PLANS II 1 - o 11 �CONC SLAB II 1 FIN FLR el iD 1 X' FIN GRrn le ii n` (2) #5 CONT ', 3 ` MIN.,:Y� 3" MIN. COV. 1'-6" Ir ,1 BEARING FOOTER SCALE. 1/2" = V-011 FOR FRONT ENTRY 30" X 30" X 24ND 3000 P51 PAD FOOTING "#5 BAR a18" ox. BOTH YVAY5 TYI FOR REAR CLOSED PATI 24" X 24" X 18"D 3000 P5 PAD FOOTING K #5 BAR @ 8FL o.G. BOTH YVAYS TYI FOR STEEL COLUMN @ THEATER 18"D x 24" X 24L' 5AME 5PE65 AS ABOVE TYP. PAD DETAIL LEFT SIDE C.L.BEAM 6 Meal. ,/Z- �`� ,�I I i�J T�❑ vJ 30CI MASONRY OPENINGS N(INDOWS - � fir, ❑i1F'i 4" P.T.ININDOA' BU PS SH IL �1LL r "CITED ID iIIL ,VSONR MA L 111 DI I T iAPGUIh AF 12 C) , •I HIT �. SIDIFE, LHD 0H THE TOP OF THE :S --- - F H, I :, V L I aE. NSF( 01,dl I 1 N.-., 1A l I C I-" O.C. FTNURATINO 1 1/2" I411N, � d 10 THE ddALL FUCK ATTAOHIv1ENT OPTION (MNDOo,S) O 16" TAPCONS IN IC PRE-MANJFA.CrUPED HOLE PENETRATING TTO THE MASONR` 1'/ALL 1 1,/2" Iv11 N. DEFIR DOORS - ❑PENING; 2X DOOR BUCKS SMALL BE ATTACHED WTH' IN-71 3/16" TAPCON ANCHORS @ 16' O.G L41ETR,a NG 1 1 2° MIN. IHTD HI MP,SCNf 1 ;ya �- ❑ASTINRY WALL iX ©UCKS idAY BE 1JS`O ONLY INI DIA - TN.f'COIN'S @ 16" O.C. PENETRATING 1 1/2" MIN. INtO 111E HI SONFY WALL BUCK ATTACHMENT OP ILIH (DOP " 1 Tn1 ,,n IGH s THE DOOR JANH3 INTO AIL- ','BALL IS/ 3/15 DIA. TAPCONS PENETRATING 1 1/2R MIN, 1(NTO THE MASONRY AIALL FOUNDATION-]- L�a�I� -l� I: hTT�I';N'.I� NT 11LTL D:iGI I �z l4QIDuS' 312ALL BE If STAII D i'Ec iIAN.UFA.CTURE2S SPECIFICATIONS' flIdSIAII0 ILL %l'INIMUi,I I 'ACIN ES-UPF` Pi QUIF-II Ij{)II N IH_5r ILA IJ,1. FRONT C.C.BEAM STRAPPING SCHEDULE SIMPSON HETA20 HURRICANE ANCHOR CMU BEARING SUPPORTING HETA MAX. 1810 LBS. UPLIFT. STRAP SHALL HAVE (9) ROD X 1 1/2" NAILS (2 HETA20 ANCHORS CMU BEARING AT EACH GIRDER U.N.O.) SIMPSON VGT HURRICANE ANCHORS CMU BEARING OF GIRDERS B01G AND B18G MAX. 7185 LBS. UPLIFT. ANCHOR SHALL HAVE (16) 1/4"X3" SIDS SCREWS AND 5/8"X7"ANCHOR BOLT 8" REINF. CONIC. LINTEL W/ 8" FULL BM. BLOCK 16" O.A. .6. BLOCK VERT. COL. 24X24 O.C. BLOCK VERT. COL. C #5 REBAR #5 REBAR FRONT C.C.BEAM RE.ENF. L.L. BEAM VN#5 REBAR & GROUT FILL RIGHT SIDE C.C.BEAM rTsz 24" X 24" .O. BLOCK VERT. COL. 51-10WIN6 VERT #S REBAR & GROUT FILLED GONC. PAD VARIES ACCORDING TO ENGINEER SPECIFICATIONS 24" SQUARE G.G. BLOCK 24" SQUARE C.C. BLOCK COLUMN 24" SQUARE G.G. BLOCK COLUMN COLUMN WI LEFT SIDE RETURN WITHOUT 510t RETURNS lAll RIGHT SIDE RETUR 24" X 24" G.G. BLOCK GOLUMN5 kV REINF. G.G. LENTILS FRONT ENTRY ,i101 Z 0 W ON 06 Lo I- V V- M -J C)LL J Lu Z U O J U N W Cl) OD O) LD - 0- 0- z O U Cl) Q > W 06 W o W N Ny, LL W W iYt^-1.0 W• , Q LU zwv�r lu LU0rr iL r r LLn V tSl W '❑^ VJ = W Y ❑ z J J Z m Q 0 W U) Q U I- Ij r Z J J U) z O 7 ID ^O^ I..L W F NN N O Q I.L. m W V LL1 Q= Y > Z QLLJ Z a 0 2 T_ U Q LU Z � W Z W W � U PROJ. DRWN. DATE. SHEET 4 °F9 To the best of our knowledge these plans are drawn to comply with owner's specifications. The contractor and/or homeowner shall verify all dimensions and enclosed drawings. Tom McAuliffe Professional Draft & Design. is not liable for errors once construction has begun. While every effort has been made in the preparation of these plans to avoid mistakes, the maker can not guarantee against human error. The contractor of the ioh must rhark all dimensinns and othar datailq nrinr to rnnStrurtion and ha snlely rasnnn-,ihle tharaaftar. Cnntrartnr iS rasnnnsihla fnr all rndi- and anvarninn hodv romnlinnrP and Al — — — — — — II O n O m II I L--- ---- — — — — — — TRUSS TRUSS SEAT/BUCKET TO BE MIN. 3/8" STEEL FULLY WELDED TO POST MIN. (4) 1/2"BOLTS THRU EA. TRUSS; ENSURE SOLID BLOCKING AT THRU BOLT LOCATIONS TYR =EL POST 3/8" THICK W (4) \ �ES DRILLED MIN #/4" EDGE OF PLATE TO TE THREADED ROD FROM PAD \ 411 8 1 4" \ 351-5 1 /2" "U"BLOCK 8" X 8" CONC. U-BLOCK 1- #5 RE -BAR IN FILLED CELL L- BLAB (SEE SLAB DETAIL) - — — TYP. SLAB - WALL - 71E BEAM DETAIL 5 I 15'-2116" N— — — — — — — — — — - I I II I I I I o I 7 ^• i I J_ �F -- (2)FII I FO CELLS WI (1) #5 EA. TIE BEAM CHANGE 'Z""`"� I I I I I I I L— -----———————————— II In I 2'-2" 19'-1 1/4" I r— — — _ — — — — — _ _ _ — — I _ — — _ — _ — — _ — 15'-0 f l b" a L 2-6 1l4' r TOPP PLLATEATE IB' P(SDRYWALLCEIUNG \\ 2' — STRAP STUDS TO PLATE USING Is SIMPSON SPH4 STRAPS EACH W/ n0)1ED X 110 NAILS IN EACH STRAP — la. DRYWALL ON ;r FASTENED PE 02 STUDS AT 20 R702 SO.C. 4 STEEL COLUMN FOR GIRDER TRUSS SUPPORT s E01111IL SPACING BASED _ ON for. A WALL HT. 2ROM OF TX4KIN SW #2 BLOCKING VARIES — 2a' OVERLIP !r STRAP STUDS TO PLATE W/ (2) SIMPSON (MMIMUM) CORNER BErvp9 ®EAON CARNE14 SPH4 STRAPS EACH WI (10)101) X 1 W- TOPROVIDE GONTINUnY. NAILS IN EACH STRAP FIUEp ceu vu (t )>h vERnCAL TYPICAL ANCHOR 2%V SYP#2 PT BOTTOM PLATE W/ BASEBOARD 1/TEPDXYANCHOR*3TO.C.& MIN. T EMBEDMENT W/2' WASHER M. NOOK TORNEROVIBENDSlARNER TO PRDE CONTINUINTINUI TY. toll MTIEBEAM V CONCRETE SLAB WITH IL VISQESH OR B"EMCOM WWM) T6MILV13Ol1EEN OVER CLEAN COMPACTED TERMITE TREATED FILL - 9 P2416 DEM A4OUS 6 B. TYPI L INTERIOR BEARING PART 10 NT5 T_y ica Corner Bends of Reim T.B. NM Te B.I. A 49'-11 u - Cky of p4nK SaW LaoEO , ng assisadidadsM P#adWt Approval Submittal Afgdavi# Pomldb Building Address: ConMctor: xoX1v� Operoniuschwule S oDp " OvDrnead Doo a ShdImomnI FpesC OtRss, W & 54 01910 FLAor MIanHDadB pm*g1. mWatt Ma rscasH' CAM w A0090SKJAEM1104. Skm1kmFNRBD"a n & EmbBdmBBt Pram Pmdepl gn Pras V R— n{ Ea! oar. Smoo r T rma r¢ N. .:apron 1 Im ed,l % +61A bF.O aW MR F dlmpaN. ass ,d14 Td PrP ia,hon per0rath n, egmllysp�5 a55 17,0630.05 SXWIhdaR 5WI W1 Im aR 3N, 3116 Ta an 2andlorsp:rbed Xn equallysa 1 46..I.1-kA113 ) fe4 58418 Nlaawr. NA Miap<op„�111f,4Embetl, l6"OC, 8qX3QQp .. 4310sin le �^II__7 # 9 4 E & 88ibnersN. Pleanpa PleeaWa 17 90.01 IBi 1 1 OOF TILE eenRrn Bar(e[ana 900aIDm WrW.,ImmwlM-Ph ' Huftai aParsals LM Basige oFSa@I_. HURbMWh 3 Gauge a#shlel a' �nRRe ! have wed thBBBDve cwnpDmffls or Cladding am l mw egad dot Please customize the size of this form for your me 0Ifils aldi We Tboda WPOW" PMVIm a4eaaaEB t9a#181Ra TD dfa Mrld loam a" forces speaffied bycoma Code provisions. specific structure. It is not intended that you fit x4DQ,s7"�D the product approval information into the provide Nam. sl9"� a' spaces. This form is provided as a template. G8f EiflUC%#! NlanMh`. 64181 .. Dail: d4RR18 .' - rssr�mT-M[f7f&t1&N OOP X CZ N.)zD oom --i -n m cam - CnCnX mm 5'-11" c, 11'-41116" _\- 4{--_----- - 1 \ I 536._' 3/4" I I I FOUNDATION PLAN I I I I L— — note that the down cells for the o masonry walls are to be placed at o corners, jambs, below girder bearing locations, and where shown. I I I II II II I I i I I L— — — — — — — — — — — - L — — — — — — — 49'-19/1611 53, 106, F-1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 9'-4 1 /2" 9'-4 1 /2" k5 CORNER BAR 24"Y 4' i #5 HORIZ REINF TYP .............. ....-./ f -> - - - 7[E BEAM --.-.—/ I I I � I #5 CO0.NE0. BAR 24"x24" Jli #5 HORD! REINF. TYP I' I W110' BEND 0 TOP I I I o Z 0 fn W ON 06 IM LL� M J U- 0 J Uj ZV J CID N Z LLI fn Do N o a- as a. O In V! LU > W LU atS Q W � V! C LL W }qt WEC'q p W ,cn � Z Z _j r ac Wv ,t— awVtN— OWE. Q_ < Ir ,1 f� O F1. V u ;n, #o m W U J W 0— Q Q LL LU Amy 'Z V o z o 2 QZ = O IL Q Z U) W W U) 0 PROD. DRWN. SHEET 5 CF9 �z�vow)/? L_ To the best of our knowledge these plans are drawn to comply with owner's specifications. The contractor and/or homeowner shall verify all dimensions and clnclosed drawings. Tom McAuliffe Professional Draft & Design. is not liable for errors once construction has begun. While every effort has been made in the preparation of these plans to avoid mistakes, the maker can not guarantee against human error. The contractor of the inh mi ist chock all r1innPns1nns anrd nther rdptnids nrinr to cnnstnictinn and he snlaly rPsnnnsihlp thprpaftpr- Conti-n0or is rpsnnnsihlp fnr Al cndp and nnvprninri hnrdv cmmnliancp and Al z 0 w 0 N 06 LO 0) H V LL M LL JLu ZU O�C\I C/) CO (/) N (f) z w rn O LLo? LON a aILr� CO) z O U cn CO)w W W w add Q W � T Y LL. W w QLO NO LU z�QLLt�- <wv .r- OC�LU0r- O � LL T- v LIN ry 0 Cn W � Q z J > z J Q z m Ow U QU iw Z J QCL J � Z ~ O O O 00 IL W O o O Q LL m w z g 0 _ (1) CO o a 0 Q O z a _ 0LLI a z = W z fn W W = J U U PROJ. DRWN. DATE. SHEET 6 OF9 To the best of our knowledge these plans are drawn to comply with owner's specifications. The contractor and/or homeowner shall verify all dimensions and enclosed drawings. Tom McAuliffe Professional Draft & Design, is not liable for errors once construction has begun. While every effort has been made in the preparation of these plans to avoid mistakes, the maker can not guarantee against human error. The contractor of the inh must check all rlimensinns and other details nrinr to construction and ha solely rPsnnnsihle thereafter_ Contractnr is rPsnonsihlP for Al code and nnverninn hnriv rmmnlinnra and Al ELEG LAYO z w N 06 M l- CO u- CO ry Q' J ❑ LL J uj V Z 0�N J � � N CO Z w rn LL M o_ 0�0CN rn � Z U O cn W W W � Q W � L Y iL W W } t.aT-'0 Ln QL�QNo LU (n ZQtLit`r- W wvr- d OL<t- �V- o LnLn � o CO U) w z J J a Z CO a O W U) Q U w Z J J Q (j Z O 0 W N O 00 W IL w o u_ w z g LU Q o a z o e LU Z � W W Z w 2 J W V PROJ. SHEET 7 OF9 To the best of our knowledge these plans are drawn to comply with owner's specifications. The contractor and/or homeowner shall verify all dimensions and ene:losed drawings. Tom McAuliffe Professional Draft & Design. is not liable for errors once construction has begun. While every effort has been made in the preparation of these plans to avoid mistakes, the maker can not guarantee against human error. The contractor of the inh muct check Al dimpncinn- and other dptails nrinr to cnnctmrtinn and ha snlPly rpsnnnsihlp thprpaftpr_ Cnntrartnr is rpsnnnsihle fnr Al rndp anti nnvprninn hndv rmmnlinnrp and Al 5 : 12 I 51: 12 NON SHADED AREA = 10' - 0" NOTE: all truss bearing locations are to be secured using a HETI Provide a Simpson VGT at all multi -ply girder bearing locations. Connectors are to be installed per the specifications from Simpson StrongTie. Ln NOTE: ALL TREYS WILL BE @ 90* AND A T A 6" DEPTH UP AND 6" OUT FROM WALLS NO EXCEPTIONS N in N\ & \ 5 : 12 \ I \ \ II I \ \ \ \ 5 : 12 Ln \ N \ / Ln IV \ II / 5:12 N / I / I I I I I I I I II I ROOF FOOTPRINT r 5`12 z c� W ON 06 LO H 0) ICT LL n 9J LL C) J Z 0 OZ� J N Z Wto 00 O M � W 0 a aLLti rn � O N U) W W lx W Q otS W 0 � N Y LL LU � III- W Q N C1 ut# `r'U" z < U_ - <wv .r d) W-wvr�- pC a,<r �L� O tr v Ln i i r A rd 'fall L.I. I Y J z O Q I— z 0- 0 0 00 m W I— U) O Q 0 Q o LL m W z 2 0 Q� `Y 11— W 2 0 z O Q z a V W Z Q W F fn W N V PROJ. DRWN. DATE. SHEET 8 OF9 ,-I To the best of our knowledge these plans are drawn to comply with owner's specifications. The contractor and/or homeowner shall verify all dimensions and enclosed drawings. Tom McAuliffe Professional Draft & Design. is not liable for errors once construction has begun. While every effort has been made in the preparation of these plans to avoid mistakes, the maker can not guarantee against human error. The contractor of the inK mi ic4 nhnPL, all riimcneinnc anti nth Pr rtPtnilS nrinr to nonCtnintion And hP SnlAly rP..gnnnGihlp thP.r•P.AftP.r- f:nntrAr;tnr IS rP.finnnSihlP. fnr Al mriP. Anrt rimprnlnn hnrly nnrnnliprirp. An(i All