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Home My WebLink About2436 Vineyard Cir`J RECEIVED MAR 3 12011 CITY OF SANFORD BUIL ING & FIRE PREVENTION ERMIT APPLICATION Application I-1 131 Documented Construction Value: $ Job Add4�sr Y,"Oe yard Grl t -CI e- Historic District: Yes ❑ No Parcel ID: JZ - A - ?)� - 5-Ll-' O� _02 5 Q Zoning: Description of Work: & e-(--i-^� �(� V Plan Review Contact Person: Q.. ey _ _ �`Zti C"(y Title: Oefrn6ly � Phone: LiUB-250- 52g �. Fax: �� - ��5. � ��-�� E-mail: c rL l- Property Owner Information CAr hor n . Com Name �-pf kUri I � nc. Phone: y1D1 • %50.52JW Street: 5253 T.QN . Lete-%IVd . # UW Resident of property? City, State Zip: d321zz Contractor Information Name svcueln Q-_ L Phone: LI01-'4LOU - L131e2. Street: 'J OSO I - Cn . L -re 00 Fax: SL i(P - ?)Vy . L12-1-25 City, State Zip: Or lar1C10.FL - 32.� L, State License No.: C(JC. 125 Z2 -t Z Architect/Engineer Information Name: f • lb . (_OeS � n Ciroup , l rr _ Phone: `kO_1- T1y - LA Q_A% Street: ILILI I n . omVA 'Imn n y3hxI. Fax: LAO-) - -1-AL1- L1071% City, St, Zip: LDwood IV L _ 1S0 E-mail: wA1 Cay fides .Qpgrtx%n, Con -m Bonding Company: n I Q Mortgage Lender: n 1 Add ress: z -_T °2 & �f, oG � 1779, '�"? Building Permit X Address: PERMIT INFORMATION Square Footage: -] o2,13 5_ Construction Type: No. of Dwelling Units: Flood Zone: Electrical ❑ Plumbing ❑ New Service - No. of AMPS: 1� Mechanical ❑ (Duct layout required for new systems) 50 aocvs' u 3°% z y SO, 97%8 No. of Stories: New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: +� STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 5850 T.G. LEE BLVD. SUITE 600 ORLANDO, FL, 32822 TEL: (407) 850-5200 TOTAL FAX: (407) 850-5300 OPT. GARAGE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 PLAN REVIEW DATE Im CHECKED BY: BLVD. 99 � �� 99 FOR: ORTON° NYSE www,, ctrttorton,, com CBC1 252212 5850 T. Q. LEE BLVD. SUITE 600 ORLANDO, F=L. 32822 Tel= (407) 850-5200 DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABv. W/2009 SUPPLEMENT A/C • 2007 FLORIDA FIRE PREVENTION CODE ADJ. ALT. • NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION BB. • ALL LOCAL AND STATE CODES CL MFR. CAB. TOTAL CLG. SQ. FT. CLR. OPT. GARAGE CONC. SQ, FT. CPT. .00CUPANCY - RESIDENTIAL, GROUP R3 C.T. D. • CONSTRUCTION TYPE - VB DBL. • MIN. INTERIOR FINISH - CLASS B D.G. DIA. • BASIC WIND SPEED - 120 MPH (M/S) DIM DISP. • 1 -STORY RESIDENCE - DR • 2 -STORY RESIDENCE - MAX. HEIGHT AS PER DR. PROPERTY LINE D.S. LOCAL AND STATE CODES DTL. SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 EA_ EA. USED FOR DESIGN INCLUDE: ELEV. • CONCRETE MASONRY RESIDENTIAL EQ. • CONSTRUCTION WOOD FRAME CONSTRUCTION EXH. EXT. • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G./FX. PR. F.G. SQ.FT. CALL. S �. PRESSURE TREATED DIMENSION R. FLUOR. DISPOSAL FR. DR. LIVING 1-153 SQ. FT. FTG, RA.G. GA. GARAGE 404 $Q. FT.GAR. DISP ENT DOWNSPOUT R1' 35 SQ. FT. AIR CONDITIONING L ANA I W SQ. FT. GL. GYP. BD. MEDICINE CABINET ALTERNATE MFR. HB. TOTAL 2285 SQ. FT. H'C' FIDR OPT. GARAGE 213 SQ, FT. HOT. OR HT INSUL. MOUNTED CABINET MTI„ INT. ABBREVIATIONS 1=aX= (407) 850-5300 ABOVE LAV. LAVATORY AIR CONDITIONING LUM, LUMINOUS ADJUSTABLE M.C. MEDICINE CABINET ALTERNATE MFR. MANUFACTURER. AMPERAGE M[N. Nmvlvfum BOARD M.T. METAL THRESHOLD CENTER LINE MTD• MOUNTED CABINET MTI„ METAL CEILING N.T.S. NOT TO SCALE CLEAR O.C. ON CENTER CONCRETE PL PROPERTY LINE CARPET P.B. PUSHBUTTON CERAMIC TILE PH. PHONE DRYER PLT. PLATE DOUBLE PLYWD. PLYWOOD DUAL GLAZED PR. PAIR DATER P.T. PRESSURE TREATED DIMENSION R. RISER DISPOSAL RAD. RADIUS DEEP RA.G. RETURN AIR GRILL DOOR REF. REFRIGERATOR DOWNSPOUT RM. ROOM DETAIL RO. ROUGH OPENING DISHWASHER S.C. SOLID CORE EXT DR EACH S.D. SMOKE DETECTOR ELEVATION S.H. SINGLE HUNG EQUAL SHT. SHEET EXHAUST SHTHG. SHEATHING EXTERIOR SHWR. SHOWER FIXED GLASS SIM. SI III.AR FUEL GAS SL. SLIDING FINISH SL. GL. SLIDING GLASS FLOOR STD. STANDARD FLUORESCENT SWS SHEAR WALL FRENCH DOOR SECTION FOOTING TEMP. TEMPERED GLASS GAUGE THK THICK GARBAGE DISPOSAL T.O.C. TOP OF CURB GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GLASS TYR TYPICAL GYPSUM BOARD U.N.O. UNLESS NOTED HOSE BIB OTHERVEM HOLLOW CORE V.P. VAPOR PROOF HEADER W. WASHER HEIGHT W/ WITH INSULATION WD. WOOD INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION 1016/10 CONTROL DATE 10/20/10 CONSTRUCTION DOGS COMPLETED 12/21/10 51D SETS RE -ISSUED 12/29/10 I ENGINEERING FOR ELEVATION "5" FROM RANEY INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl -COVER PAGE PG GN -GENERAL NOTES PG 1 -FOUNDATION PLAN PG 1A -DOWEL PLAN PG 1B -LINTEL SCHEDULE -(CAST -CRETE) PG 1B.1 -LINTEL SCHEDULE-(WEKIWA) PG 1C -WIND LOAD CALCULATIONS PG 2 -FLOOR PLAN PG 3A -FRONT & REAR ELEVATION "A" PG 4A -LEFT & RIGHT ELEVATION "A" PG 5A -FRAMING PLAN ELEVATION "A" PG 6 -ELECTRICAL PLAN PG D1 -FOUNDATION DETAILS PG D2-MISC. DETAILS PG D3 -1 -STORY WALL SECTIONS SANFORD BUILDING DEFT. PG D4-MISC. DETAILS THESE pLI.NS ARE REVIEWEDAND CONDITIONALLY P R(v11T. A P�RMIT ISS JED SHALL BE PG D 5 -MISC. DETAILS ACCEPTED FGR CONSTRUED TO BE A LIC':-' TO PROD VIOLATE, NOT AS AUTHORITY TO OF THE ?HE WORK AND ALTER, OP. SEI ASCE ANY CANCEL. Tt1E TECHNVCAL CODES. NOR SHALL "T PREVENT THE BUILDING PROVISIONS G' - ISSUANCE OF A pEF2t pEPT FROM rF{kR�AFTER REQUIRING A RUCTIO T,I�GNQTO JRA A71ON� p { HE CODES..NSTRUCTIONPERMIT A R C H IT E C TS siGrougn P inc.. d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W w WWW �oo 0 z 0 4 6 z � Nie CV SUBDIV. & LOT; TUS C A SOUTH LOT #5 PROJECT# 1665.054 MODEL: "1'756" GARAGE SWING: LEFT PAGE: COVER PAGE ARCHITECT= STATE OF FLORIDA tg?' 2 JAMES � 3DAT0 03/24/11 SCALE: 1/4"=1'_0" SEMET C 1 o=1 7 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 11. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y2 -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/". 4. PROVIDE 61/o AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/" 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION - MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL*JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315, THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 31-0".FRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25" 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER.- 1. EATHER:I. #5, W31 OR D31 AND SMALLER 211 C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 j" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION.- 1. SSOCIATION:I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, UNO. Fb = 1,500 PSI Fv = 175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD. 112" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPUC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, %" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR 311.2. A R C H IT E C TS .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ti w w w w C4 Q D � 0 O 4 z z � � A 0 � n A - cq S LTBDIV. 8e LOT: TUSCA SOUTH LOT #5 PROJECT# 1665.054 MODEL: "1756" GARAGE SWING-. LEFT PAGE: GENERAL NOTES %I- __j ARCHITECT - STATE OF FLORIDA Vital 2 12079 DATIE: 03/24/11 SCALE: 1/4"=l' -O" SHEET G -T N Orl 7 40'-0' 21-211 4 -1 2 -ry 21 -11 24'5<24"><12" GONG. PAD W/3-05 BARS �I E.W. ON CHAIRS MIN. 3" COVER 2'-0" 20'-0" 2'-0' 401-0" Fu"'UNDAT10"N PLAN *ENTRY AND LANAI SLABS TO BE POURED AT FINAL POUR WITH DRIVEWAY SECURE STRAP TO GONG. W/ (2)-3/lh "X2 "- TAP -CONS CONC. SLAB A/C UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT UJ/ (2) 08x1 1/4 SHT MTL 5CREW5 A1C CONNECTION 1'0 PAD DETAIL NOTE: A/C LINE6 FRO -1 AIR �4ANDLER UNIT TO GONDEN5OR TO f5E RAN IN ATTIC. A R C H IT EC TS Design Group Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w \ ■err=�\ �'d-'� -4 1/2' �r LAV. LAV. 1 I71 Im I ■ I W W W � 4" GONG. ■ �� SLAB. I ' o' -o" ELEV. O 0 w FIN. CONC. SLAB— IX30� _ `� -3 1/2" 0 O t z -211 fP 21_211 9'-4" 5'-4" � 10'-10' z � NJ EIK■ ■ A 0 9 EI 24'X24"X12" CONC. iQ> ■ H.B. � D 1 I (^) PAD LU/3-05 BARS p l n WC. E.W. ON CHAIRS MINN MIN. 3" COVER 4 8 n - W/ - m ■ SHOWER J - SLAB LEND I � � jam } D1 ■ c� I 4 coNc_ REIN1=oRGED I 6, ■ r W/ro'Xro" 0.4 X W1.4 WWM ON m (o -MIL. VAPOR BARRIER ON WELL -COMPACTED 1 I o CLEAN TERMITE TREATED I FILL OR APPROVED SUBSTITUTE (RECRUIT 11 I ■ I SYSTEM) 17 I A/G I -'sl m ■ ■ I e _ I 14'-4" 5'-11' 0 N I _ ■ OPT W. j L --J ItQ I--, X D1 I OPT I I 2TL�j I 0 DW. SINK ■ 19'-4' r 1'-4" 13'-411 3'-2' 4" ip WH. (� -5 1/2' W�1 Z � I 2" STEEL ■ 70-1 dll � �, CON t\ D� PIPE I — 4 r- � I BOLLARD 0-D1 I �w I I l o -3 I/2 I I a V_ I ■ L D1 _4 1/2 I ;t I I ■ ■ I 0'-0' ELEV. I . FIN. CONC. SLAB I DI D1 � D1 ■ I I I ■ D1 % ■ ■ I -1 1/2' Lo if H.B. I ■ e 2'-0" 20'-0" 2'-0' 401-0" Fu"'UNDAT10"N PLAN *ENTRY AND LANAI SLABS TO BE POURED AT FINAL POUR WITH DRIVEWAY SECURE STRAP TO GONG. W/ (2)-3/lh "X2 "- TAP -CONS CONC. SLAB A/C UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT UJ/ (2) 08x1 1/4 SHT MTL 5CREW5 A1C CONNECTION 1'0 PAD DETAIL NOTE: A/C LINE6 FRO -1 AIR �4ANDLER UNIT TO GONDEN5OR TO f5E RAN IN ATTIC. A R C H IT EC TS Design Group Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w w U W W W 0 O z z � � A 0 9 � n 4 8 n - m SUBE)XV. & LOT: TUS C A SOUTH LOT #5 PROJECT# 1665.054 MODEL: "1'756" GARAGE SWING: LEFT PAGE: FOUNDATIO PLAN ARCHITECT: STATE OF FLORIDA 2 f 2011 PRINT DATE: 03/24/11 SCALE: 1/4"=1'-0" SHEET I OFl 7 A RCN I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti 24'-4" Q W W U ct1 W W W � D O z D O r ■ z ■ A � � h� A 7 7r � h N NJ ti N ■ ■ cil ■ 0 0� n b' h ■ 6) c� m ■ n m � �t ■ ■ 8 op ■ e ■ dl m - �4 ■ a0 N 0 = h 1 ■ m e r ■ ■ ■ ■ DOWEL PLAN A RCN I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W W U W W W � D O z D O z A � � h� A 0 � 0 � h N ti SU19DIV. & LOT: TUS C A SOUTH LOT #5 PROJECT# 1665.054 MODEL.- " 1756 ODEL:"1'756 GARAGE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA JAN;t 2 4 X11 JAME A TWELL A O 12079 P DA : 03/24 11 SCALE: 1/4"=1'-0" SHEET IA OP'17 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED LI -1 INTFI S 8" PRECAST & PRESTRESSED 11-1 INTFI C LINo, NTE LENGTH GRAVITY UPLIFT L i ATERA LENGTH TYPE aua 2302 8F8- 8M-Oe16- Ib -1T a -I ro- a -m e- 32-0 eF8-15 OM -I5 8FI&-15 aF20-I SF24-15 eF28-10 3166 4413 6039 1526 1 9004 10412 eF32-I5 1193& 2'-10"(34") PRECAST 31&& 4413 6039 1526 9004 10412 11936 3'-6' (42') PRECAST 23023138 6569 3311 4689 6001 9315 8630 9941 3166 4413 6039 1526 9004 10412 11936 4'-0' (48') PRECAST 2028 2325 2646 2496 4413 3461 6039 4436 1526 5410 9004 6384 10412 1366- 11936 (54') PRECAST 1651 nal 1913 2&51 3403 4149 4896 5644 2110 4021 6039 1526 9004 10412 9668 5'-4' (64') PRECAST 1184 1223 1301 1809 2311 2826 3336 3846 1665 2889 5051 6296 5400 1 6424 1450 5'-I0'(10'J PRECAST 9121000 2110 1059 1414 we 2304 2121 3131 1459 2464 4144 5458 4431 wee 6122 6'-h' C18") PRECAST 931 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 52&0 1134 6995 6890 i'-6' (901)PRECA5T 18-1 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 5596 6.613 5041 (112') PRECAST 513 632 1049 1469 1212 1462 1154 2021 Ir 168 1212 1818 2544 3469 4,030 3121 1(d'-6'1126') PRECAST 456 482 658 802 1025 1125 1514 915 2281 1122 2114 1 1328 3130 1535 2404 (136') PRECAST 445 See 935 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-C"(144') PRECAST 414 545 8&4 1254 1689 2014 1510 INS 555 864 1254 1693 2211 2632 3592 13'-4' (1609 PRECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1016 1438 1855 2343 2920 14'-O'(168'J PRECAST 338 381 b48 919 Use 1462 1081 1 1260 455 100 1003 1335 1114 2153 12666 398 14'-8'!116') PRE6TRE88ED N.R. NR NR NR NR NR NR I NR 7245 2610 3185 465 165KNR 3165 15'-4'(184') PRESTRESSED N.R. NR NR 459 NR NR NR NR 420 695 1855 2310 2890 3410 11'-4' (208') PRESTRESSED N.R. NR NR 430 NR NR NR NR 310 530 1400 1800 2200 2600 19'-4'(232') FRESTi�iESSED N.R NR NR 361 449 NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4' (256') PRESTRES N.R. NR NR NR NR NR NR NR 183 330 610 940 1340 1180 2110 22'-O'(264')F'RE6TRE66ED N.R.NR 218 NR NR NR NR NR NR 160 See 510 810 1250 IbbO 1910 24'-0(288') PRESTRESSEDN.R 180 NR NR NR NR NR NR NR 130 240 410 120 1030 1350 Kale 8" PRECAST & PRESTRESSED 11-1 INTFI C w- — rniue c" .vis rwm coTc~r_ 4f0 tICLD REi3AR 8" PRECAST W/ 2" RF(`Fgq 1100P I I–I IKITr-1 c LINo, NTE LENGTH UPLIFT UPLIFT L i ATERA LATERAL tYP LENGTH 8-1 12 -IT Ib -1T a -I Z4-1 8-i SF32-IT 8U8 are 8-Z I?-? 16-? 0-? 4-? 8-Z 8F3? -2T 2'-10"(34') PRECAST 2121 2818 4101 5332 6569 1811 9055 2021 2021 2129 218d 3981 5190 6401 1630 8859 3'-6' (42') PRECAST 2165 2289 3260 4231 5219 6204 1192 1251 1251 216151 2215 3165 4125 beet &061 1236 4'-0'(45') PRECAST 1818 I 1989 ?832 3680 4532 1 5381 6245 938 938 1818 1925 2150 3583 44?2 5264 6112 4'-6' (54') PRECAST 1660 1162 2be1 3251 4010 4161 5525 121 121 1660 1105 2435 3111 3913 4,658 5406 W-4' (64') PRECAST 1393+ 1484 2110 2141 33-5 4010 4648 505 505 1393 1431 2050 2610 3293 3922 4549 5'-10Y1m') PRECAST 1212• 1351 IWO 12505 3284 3665 4241 418 415 1212 INS lalb 1 2441 3212 358.3 4151 6'-6' (18") PRECAST 1141• 11200, 1011 1133 1 2250 2169 3292 3812 101 881 1141 1182 1684 2192 2103 3216 3132 (W) PRECAST 959+ 912 1415 1914 2354 2191 3240 591 651 990102Z 1466 1921 2351 219- 3245 9'-4' (112') PRECAST ael" &12 980 1269 1560 1852 2144 454 30 eel 155 1192 1550 1910 2211 2634 10'-6'1126') PRECAST 116" 498 193 1021 1261 1496 1131 396 493 116 1 611 1039 1 L389 1111 2034 2358 11'-4' (136') PRECAST fp"-1 439 69b 899 1124 1329 1515 363 556 666 535 905 1295 1595 1896 ?198 12'-0"(144') PRECAST 6011 400 631 816 1001 1186 1312 340 494 631 486 818 1209 1514 1199 208& 13'-4'(1609 PRECAST see. 340 532 686 841 991 1153 302 398 513 409 682 1004 1361 1&31 1891 PRECAST 4581 316 493 635 118 922 1065 286 360 548 318 629 922 1754 15&1 1ST 14'-8' (116') PRESTRESSED ?43 295 459 591 124 851 see N•R. 351 243 352 582 852 1156 1491 1142 15'-4' (184') PRESTRESSED 228 718 430 553 611 801 925 N.R. 321 228 329 542 lei 1012 1381 16-6 11'-4' l?e8'JF'RESTRESSED 188 188 736 216 361 449 464 649 561 814 610 1121 114 1389 K.R. 255 19'-4' (232') F'RESTRESBED 165 166 201 239 313 383 401 550 490 136 5-8 940 N.R. 204 21'-4' (25&')1�6TRE86ED 145 tab 218 356 433 512 N.R. 112 147 212 336 411 635 801 22'-e'(?&4')PRE8TRE83ED 140 180 268 343 418 493 jlb4tt N•R 161 131 205 322 451 bol 111 24'-0'(288') PRESTRESSED 121 465 244 312 380 441 N.R. 135 124 186 290 408 538 bee w- — rniue c" .vis rwm coTc~r_ 4f0 tICLD REi3AR 8" PRECAST W/ 2" RF(`Fgq 1100P I I–I IKITr-1 c 8" PRECAST W/ 2" RECESS DnnR I I_I IMTCI Q LINo, NTE LENGTH UPLIFT GRAVITY L i ATERA LENCstI-I T7PE g� 1489 ems- o- e1 14- e- eras. r,- ams®-ee emb-IB 81110-15 SM14-15 9WAD-0 aM2-IB am& -IB Del 3053 2982 3954 4979 5904 aR&W-0 6880 4'-4' (52') PRECAST 4112 1821 3412 4982 64-12 1941 5416.1 416 10818 PRECAST 1351 1449 2182 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 9416 10818 5'-8' (68') PRECAST 186 832 1602 1550 2058 2566 3015 3585 183 2162 4014 6412 1 6516 5814 &839 5'-10' C10') PRECAST 135 ll9 1500 1449 1974 2422 7816 3352 1103 1 2051 3811 6412 6516 5450 6411 &'-8' (80") PRECAST 822 Sol 1611 2933 2516 3223 3812 4522 118 wt. 1468 1981 2509 3035 3563 90- 1611 2933 4100 6132 Bill &lei (90') PRECAST 665 161 164 13-1 1311 2252 ?329 1958 3609 2451 5492 25" 6624 3439 5132 (116') PRECAST 311 420 834 1253 1011 1342 I&14 1886 535 928 1491 2119 2618 3595 2815 8" PRECAST W/ 2" RECESS DnnR I I_I IMTCI Q v' 'v_ 'c M G91cAWC -%W t W -P MOAR L- 9 L-10 25 -SI -I 25 -Sr•-4 EGRESS EGRESS L- e N I LANAI {j 8'-8" CLG, 0. BATH I z L-14 I O 0 OWNERS SUITEF_X I o I W.I.C.------- I 8'-S" CLG. I o N I I i BATH o 0 BDRM. 3 GREAT ° ROOM 7 N DINING L_6 N I I ROOM BDRM. 2 LAUN. L—_J FOYER 8'-8' CLG. CLI II I II I a� II KITCHEN I 0 1110 -� 2—CAR GAR. 8'-8" CLG- 16'-0" X 1'-0' O.H. -------------------- -------------------- (3 -------------------L- 5 CAST- CRE""TE M,4TER14L5 I. f'c precast lintels = 3500 pet. 2. F'c prestressed lintels - 6000 Pei. 3. f'c grout - 3000 pal w/ maximum 3/8' ag regate. 4. Concrete maaonry units (CMU) per ASTM C90 w/ minimum net area compressive strength - MOO psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. F'reetreeeing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. S. Mortar per ASTM C210 type m or S. ENTRY NOCK S'-8" CLG. ��C �� Vii► � C C 5F1(o-05/1T afRF22 -08/1T 8F24-18/7 SF24-05/7 BF28-15/7 44;t4^ZTm1 RETE LINTEL SCHEDULE LINo, NTE LENGTH UPLIFT COMMENTS L i ATERA TYPE LENC7TI-I MV%.n 8W0 -n 811$14 -IT DWO-IT ONW-Ir VM*_I s"3m0_l L 2 4'-6" BFN%-2T W F1® -2r SM14-2T SWID-2T SM2-27 e1IF26-2 911*30-2 L 3 4'-4' C52') PRECAST 1244 813 2413 3260 4112 4961 5825 932 932 1244 819 2339 3110 4008 4850 5696 4'-6' 154') PRECAST 119? 821 2311 3121 3931 415& 5bll 853 863 1192 1455 2240 3036 3831 4643 r„-4ra3 $'-8' (68')PRECAST 9241 11'12 1195 ?423 3055 3689 4325 501 501 924 1132 1141 2351 2918 1 3&23 423e 5'-10' C10') PRECAST 1138 n42 2352 2965 3581 4198 SF16-15AT 469 896 1299 1890 ?288 2891 3491 41 2& 469 h' -S' (80') PRECAST "a 882 1513 2042 2513 3101 3642 1100 118 wt. 1468 1981 2509 3035 3563 530 1'-6' (W') PRECAST 688 691 1325 1810 2280 2153 3221 112 941 688 849 1302 1162 2275 2690 3151 9'-8' (116') PRECAST 533" 433 805 1123 1413 1104 1995 516 614 533 521 1009 1369 2228 2068 2450 v' 'v_ 'c M G91cAWC -%W t W -P MOAR L- 9 L-10 25 -SI -I 25 -Sr•-4 EGRESS EGRESS L- e N I LANAI {j 8'-8" CLG, 0. BATH I z L-14 I O 0 OWNERS SUITEF_X I o I W.I.C.------- I 8'-S" CLG. I o N I I i BATH o 0 BDRM. 3 GREAT ° ROOM 7 N DINING L_6 N I I ROOM BDRM. 2 LAUN. L—_J FOYER 8'-8' CLG. CLI II I II I a� II KITCHEN I 0 1110 -� 2—CAR GAR. 8'-8" CLG- 16'-0" X 1'-0' O.H. -------------------- -------------------- (3 -------------------L- 5 CAST- CRE""TE M,4TER14L5 I. f'c precast lintels = 3500 pet. 2. F'c prestressed lintels - 6000 Pei. 3. f'c grout - 3000 pal w/ maximum 3/8' ag regate. 4. Concrete maaonry units (CMU) per ASTM C90 w/ minimum net area compressive strength - MOO psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. F'reetreeeing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. S. Mortar per ASTM C210 type m or S. ENTRY NOCK S'-8" CLG. ��C �� Vii► � C C 5F1(o-05/1T afRF22 -08/1T 8F24-18/7 SF24-05/7 BF28-15/7 44;t4^ZTm1 RETE LINTEL SCHEDULE LINo, NTE LENGTH TYPE COMMENTS L i 4'-b" 8F16 -05AT 1-1/2' CLEAR L 2 4'-6" 8F1(o-0B/1T L 3 4'-6" SFi&-05/1T •' "f L 4 4'-b" SRF22-05/17 L 5 11'-4" eF28-15/17 L 6 4'-6" 6F16 -05/1T L Z 4'-6" 8F16-05AT OF LINTEL CAVITY L 8 414o" 8F16-015/17 L 9 4'-6' 8F16-05AT (VARIES) L 10 4'-6" 8=16-05/17 L 11 �'-0 8F6-15/IT L 12 6140' 8F16-15AT L 13 6'-b' SF16-15AT z L 14 1'-6' 8=24-leAT OPT. 6068 SCxD GENERAL NOTES S,4FE LOAD T,451 -E NOTES I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled TYPE 2E5IGNAT10N 1. Provide full mortar head and bed Joirrte. lintels must be reduced by 20% if bearing length to less than 6-1/2'. 2. Shore filled lintels as required. Safe loads for all receeaed lintel$ based on 8' nominal bearing. 3. installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated. F =FILLED WITH GROUT / U =UNFILLED 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified. QUANTITY OF 45 REBAR AT vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. BOTTOM OF LiNTEL CAVITY 5. All lintels meet or exceed L/360 vertical deflection, except lintels ll' -4' and 5. Additional lateral load capacity can be obtained by the designer by providing longer with a nominal height of 8' most or exceed LAW. addional reinforced masonry above the precast lintel. �� 1 /KJ _ /� 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 6. One +T rebar may be substituted for two �5 rebara in 8' lintels only. I 1. 1/32' diameter wire stirrups are welded to the bottom steal for mechanical anchorage. 1. The designer may evaluate concentrated loads from the safe load tables by } S. Cast -in-place concrete may be provided in composite lintel in lieu of concrete maeonry units. calculating the maximum restating moment and shear at d -awe From the face of support. NOMINAL WIDTH L S. Safe load ratings based on rational design analyeis per ACI 318 and ACI 530 y ppp QUANTITY OF 03 8. For composite lintel heights not shown, use safe load from next lower height. NOMINAL HEIGHT REDAR AT TOP 9. All safe load& in unite of pounds per linear foot. A R C H I T E C 7S Design Group,nc. •1 N. RONALD REAGAN JBLVD.LONGWOOD, FL 3275PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.co AA #: 0003325 45 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR Q � •' "f C.M.U. GROUT 05 MBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 1-3i8'AGTUAL PROVIDED IN LINTEL NOMINAL WiDTH 8' (VARIES) A R C H I T E C 7S Design Group,nc. •1 N. RONALD REAGAN JBLVD.LONGWOOD, FL 3275PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.co AA #: 0003325 SUBDIV. & LOT: TUS C A SOUTH LOT #5 PROJECT# 1665.054 MODEL. - 17 5 6 ODEL:1'756 GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (CAST—CRETE) ARCHITECT - STATE OF FLORIDA 1,r:R 2/ 2111 DA'T'E: 03/24/11 SCALE: 1/4"=1'-0" SHEET I B-) ori 7 N, IIIw y W Ul LU � d z 0 0 0 A 0 h\ �! N 'v Cq SUBDIV. & LOT: TUS C A SOUTH LOT #5 PROJECT# 1665.054 MODEL. - 17 5 6 ODEL:1'756 GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (CAST—CRETE) ARCHITECT - STATE OF FLORIDA 1,r:R 2/ 2111 DA'T'E: 03/24/11 SCALE: 1/4"=1'-0" SHEET I B-) ori 7 WE T"ll'-iUJ A Nrl' CONCRETE I''%'ODUCTS, INC. P.O. eOX 2�9 ZEL L WOOD, FL 32138 (401) 886-2511 1-800-654-6139 FAX 407-886-0'139 LINTEL NO. LENGTH TYFE COMMENTS L-1 4'-6' 8/16-5-1U/0L moo L-2 4'-6' 8/16-5-1U/0L L-3 4'-6' 8/16-S-1U/0L �. ONE L-4 4'-6' 8/22-S-1U/0L ELEV. "ATS' RECESSED L-5 17'-4' 8/28-S-1U/IL iF'7it^'�i?"�1•if'?'7i"'7i"'7i""i L-6 4'-6' S/16-5-1U/0L EETI!-,�-�',M L-1 4'-6' 8/16-S-1U/0L 011111177 3-3-73o L-8 4'-6' 8/16-5-1U/0L s�';ii>R:7.irT-r>•i, if "_?; • L-9 4'-6' 8/16-6-IU/0L L-10 4'-6' 5/16-5-1U/0L moo© iL' i'� if':7i1 if"L7 ifi: 7 S77i'^_ �i� �'i i S � � it5'r> • i" .1 • .1•i^�>•�"7ir""i L-12 (o'-6" 8/16-5-1UAL ir.-'iFr-��-�rtiit-'�ir ✓r�i----��----� L-13 6'-6" 8/16-S-IU/IL ins--=>_it^-_>•� L-14 T-6" 5/24-5-1U/1L OPT. 6065 SCsD • 0 0 0 e o L-8 F In W jqo 0. BATH S'-8' CLCD. N L— 7 `) w N� C,w W.I.C. L --------- BDRM. 3 V-8" CL3. BDRM. 2 S' -a' GLG. L— 9 a5-s�I EGRE55 2—CAR GAR. CLG. L— 5 .1 OWNERS SUITE 8'-8" CLCD. FOYER 8'-8" CL(3. L— 4 ENTRY �� i n •; IIS \ II L-14 GREAT ROOM DINING ROOM NOOK V-8' CLCD. L-13 m SCHE"DULE" �h tyre 2'-10' Precast 31-6' Precast 4'-6Y Rol me"" 4-V st $'-4' Ptecast 51•10' p"wast 6'-6' Prouty T -b' Pr•ceM i'-@' Pracart s'•m' F4eeast IS' -4' P►ecast 9'-4' P?=Aot I01-6' Predst II' -4' Preeast 12'-6' Preaest 13'-4' p-1 14'-0' P►eust 8" LINTEL UPLIFT 12 LINTEL GRAVITY 8" LINTEL GRAVITY NrL. N=,CI= SAFE LATMAL LOADS �,�000 8'XIb'' KNOCKOUT CLOCK IONAL 4bT W -E' mum w rm moo :� `. Tl32' STIRIFIJPS a 4'-0' G/G fr?'�Irn3£7 132' STIRRUPS AT 4'-0' cc 4,_4. prWAK �. ONE it7iT57•� 77oor "'i""ii 45 no s -e neap MEN it' zit• i�'1• i'"7 i' -^i i""� �"' �".'i �� F►erst 1 iF'7it^'�i?"�1•if'?'7i"'7i"'7i""i 160 T•E Dream " EETI!-,�-�',M 01577-7773 Mffir�-77-31111 OF -737.-T-3 011111177 3-3-73o �vom s�';ii>R:7.irT-r>•i, if "_?; • iT':7 i1 i"'ri sir-�s>•i*'-"_>•i'-->• i ""� i""�� " 7 i""i �I�m�om�omm"T11-72 moo© iL' i'� if':7i1 if"L7 ifi: 7 S77i'^_ �i� �'i i S � � it5'r> • i" .1 • .1•i^�>•�"7ir""i �000 ir.-'iFr-��-�rtiit-'�ir ✓r�i----��----� +0�mmm� ONE ins--=>_it^-_>•� �i}T."7i'-'t.!''"-.7i1'^>•iLT"7 ONE itES' i"'7 i'_Tli i'"�1i it: -rte iiT'71 s'T*7 ONO �000 tit->•i�>•s^�iF-:7tir-moi ��iz� it-->• ire--. i �' :� ir--�� it--:>• ir;i in--� ��i• o :mit;-moi+--�iE:-� ® ��->•ii--moi•-s�ir�:>•�^s>•itm=>•�-•_,• ttlttrr-ti i• --1i �•� �^� s-•� �'-� li-�-i ONE goo tti�-ti it-� ltttttr•-1i i-� i�� if-� ©®0 onomEw�� Ong -7 im .- . ->_i-- moi--cif--*�sz 11111111111117—� --m 1111111177--�13 lift_'? i>r'<a 11111115-17-713 iT'!it i1'-•7 ttttttrrsti ttllllr7■ i--!� if-^� sr -1, �� goo m E 00 0 m-'- 7,20m it�li��s��r�irii:-li �,. i>Fr->• mov- NOWT-im moor, ®mom �� its.->• �•-a ir�� *>_ r� 0 z O A N111Iv_ 71 0Fk7MMFZP- 0 W! �0wrnmi>l-,--miP r,1011 I-�i sir--Am----A 1•�i.� �t�'��5i•t1''T��""� C'V — m I L'7ir r=i1=,TM N N I I r -.11100 0 ri T7111111111 N ff?"777111111111�� 011111FIVIM�>•MOK-:>• iTr3110�r� nmm NrL. N=,CI= MR - Not IU•msdsd 8" LATERAL TABLE SAFE LATMAL LOADS �,�000 8'XIb'' KNOCKOUT CLOCK IONAL 4bT W -E' mum w rm moo :� `. Tl32' STIRIFIJPS a 4'-0' G/G 11111F777m 132' STIRRUPS AT 4'-0' cc 4,_4. prWAK �. ONE it7iT57•� 77oor "'i""ii 45 no s -e neap MEN it' zit• i�'1• i'"7 i' -^i i""� �"' �".'i �� F►erst 1 iF'7it^'�i?"�1•if'?'7i"'7i"'7i""i 160 T•E Dream " it'"�iF' iF�'>•it r7i '10011 'fit ''�i""��"'JOIN li0 MEN novo �vom s�';ii>R:7.irT-r>•i, if "_?; • iT':7 i1 i"'ri sir-�s>•i*'-"_>•i'-->• i ""� i""�� " 7 i""i moo© iL' i'� if':7i1 if"L7 ifi: 7 S77i'^_ �i� �'i i S � � it5'r> • i" .1 • .1•i^�>•�"7ir""i �000 ir.-'iFr-��-�rtiit-'�ir ✓r�i----��----� ��liT"�i1'i ONE ins--=>_it^-_>•� �i}T."7i'-'t.!''"-.7i1'^>•iLT"7 ONE itES' i"'7 i'_Tli i'"�1i it: -rte iiT'71 s'T*7 ONO �000 tit->•i�>•s^�iF-:7tir-moi ��iz� it-->• ire--. i �' :� ir--�� it--:>• ir;i in--� ��i• o :mit;-moi+--�iE:-� ® ��->•ii--moi•-s�ir�:>•�^s>•itm=>•�-•_,• ttlttrr-ti i• --1i �•� �^� s-•� �'-� li-�-i ONE goo tti�-ti it-� ltttttr•-1i i-� i�� if-� ® onomEw�� Ong -7 im .- . ->_i-- moi--cif--*�sz lift_'? i>r'<a s*�ir-ai;-saifr>•i>,�.-�>.it•, �it*->_ MR - Not IU•msdsd 8" LATERAL TABLE t. - will P...er.d B” RECESS DOOR HEADER LATERAL TABLE RECESS DOOR HEADER SAFE LATMAL LOADS �,�000 8'XIb'' KNOCKOUT CLOCK IONAL 4bT W -E' mum w rm moo :� `. Tl32' STIRIFIJPS a 4'-0' G/G II�rIOCNAL)�OUS 132' STIRRUPS AT 4'-0' cc 4,_4. prWAK �. ONE �vvo 45 no s -e neap im E>0 F►erst 1 2111 1 160 T•E Dream 280 All 9'-8' Reoak li0 MEN novo �vom s�';ii>R:7.irT-r>•i, if "_?; • iT':7 i1 i"'ri sir-�s>•i*'-"_>•i'-->• i ""� i""�� " 7 i""i iL' i'� if':7i1 if"L7 ifi: 7 S77i'^_ �i� �'i i S � � it5'r> • i" .1 • .1•i^�>•�"7ir""i �000 ��liT"�i1'i ONE ins--=>_it^-_>•� �i}T."7i'-'t.!''"-.7i1'^>•iLT"7 ONE ONO �000 � ��i• E :mit;-moi+--�iE:-� E ®Ottttttr-„tti-�irlii-s�li�^liiF-->•sr-ti _ ONE goo tti�-ti it-� ltttttr•-1i i-� i�� if-� t. - will P...er.d B” RECESS DOOR HEADER LATERAL TABLE RECESS DOOR HEADER SAFE LATMAL LOADS TYPICAL LINTEL 8"X8" SECTION 8'XIb'' KNOCKOUT CLOCK IONAL 4bT W -E' mum w rm W :� `. Tl32' STIRIFIJPS a 4'-0' G/G II�rIOCNAL)�OUS 132' STIRRUPS AT 4'-0' cc 4,_4. prWAK ON "I 45 no s -e neap im E>0 F►erst 1 2111 1 160 T•E Dream 280 All 9'-8' Reoak li0 MEN w s�';ii>R:7.irT-r>•i, if "_?; • iT':7 i1 i"'ri sir-�s>•i*'-"_>•i'-->• i ""� i""�� " 7 i""i iL' i'� if':7i1 if"L7 ifi: 7 S77i'^_ �i� �'i i S � � it5'r> • i" .1 • .1•i^�>•�"7ir""i ��liT"�i1'i ins--=>_it^-_>•� �i}T."7i'-'t.!''"-.7i1'^>•iLT"7 .->•ir*r=ai--��--'7 � ��i• :mit;-moi+--�iE:-� �,. ®Ottttttr-„tti-�irlii-s�li�^liiF-->•sr-ti goo tti�-ti it-� ltttttr•-1i i-� i�� if-� i>F-�� liT!z>• i1'� ii": -1• i^l� s'S� i1'"7 i1�7 lift_'? i>r'<a it'!7 ii77i1 i>r->• ins iT'!it i1'-•7 ttttttrrsti ttllllr7■ i--!� if-^� sr -1, �� goo it�li��s��r�irii:-li �,. i>Fr->• mov- NOWT-im moor, ®mom �� its.->• �•-a ir�� *>_ r� t. - will P...er.d B” RECESS DOOR HEADER LATERAL TABLE RECESS DOOR HEADER SAFE LATMAL LOADS TYPICAL LINTEL 8"X8" SECTION 8'XIb'' KNOCKOUT CLOCK IONAL 4bT W -E' mum w rm W :� `. Tl32' STIRIFIJPS a 4'-0' G/G II�rIOCNAL)�OUS 132' STIRRUPS AT 4'-0' cc 4,_4. prWAK ON "I 45 no s -e neap im E>0 F►erst 1 2111 1 160 T•E Dream 280 All 9'-8' Reoak li0 4W 12" RECESS DOOR HEADER LATERAL TABLE 0 �voo �v■vim-->_ ®v��v TYPICAL COMPOSITE LINTEL SECTION i) "b CONTmow 3000 PSI GONG. FILL it" PLAGED IN FIELD) CU SA' CARE CONTINUOUS'(FIRM REINFJ EEE SCFEDULE 8' SAPO - SEE SCHEDWILE 4. TYPICAL LINTEL 8"X8" SECTION 8'XIb'' KNOCKOUT CLOCK IONAL 4bT INNFIELP) }T�OgP LLW�g�� LEG*L; LENGTws W :� `. Tl32' STIRIFIJPS a 4'-0' G/G II�rIOCNAL)�OUS 132' STIRRUPS AT 4'-0' cc rK1 REMFJ 96E TYPICAL COMPOSITE LINTEL SECTION i) "b CONTmow 3000 PSI GONG. FILL it" PLAGED IN FIELD) CU SA' CARE CONTINUOUS'(FIRM REINFJ EEE SCFEDULE 8' SAPO - SEE SCHEDWILE 4. TYPICAL LINTEL 8"X8" SECTION IONAL 4bT }T�OgP LLW�g�� LEG*L; LENGTws W :� `. Tl32' STIRIFIJPS a 4'-0' G/G '� SD 'A' DARB (MAIN REMR) tL SEE SCHEDULE I '6' GAITS - EEE SCHEDULE TYPICAL LINTEL 12"x8" SECTION 12" LATERAL TABLE LINTEL b coNrlvuouS 'GO/p3NpGIeET�L I�gL,A�GµltYi IN FIELD) 4EG~LlP TO i4'-0' LENGTN9 (OOPTSIOi�T)NJOUS �► REIW.) V32' STIRRUPS AT 4'-O' w TYPICAL LINTEL 8"x8" RECESSED SECTION IYEE DESIGNATiON NOMINAL WIDT14MEk3WT OF LINTEL F MAIN OR SOLID LINTEL (S/1(o- =-OU/#L) LN.- CF ADDITIONAL Ss 5ARS iN UPPER OR LOWER LINTEL CAVITY A Rd H IT E C TS Design Gro UP inc. 41 N. RONALD REAGAN BLV! LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.a bdesigngrou p.com AA #: 0003325 h W w u � Q � goo goo z 0 z O A C'V — m 9LTBDIV. do LOT: TUS C A SOUTH LOT #5 PROJECT# 1665.054 MODEL• "1756" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (WE KI WA) ARCHITECT' STATE OF FLORIDA Virg2� 03/24/11 SCAM: 1/4"=1' — 0" SHEET o �o 25 -SH 25 -SH EGRESS EGRESS o� N O� " C A L C U L AT I u"" N�S� (i3 COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 120 MPH WIND REMARKS 1 11 25 -SH 5 250/-33.1 2 11 25-5H 5 25.0/ -33.1 3 11 25-5H 5 21.8/ -26.1 4 20 3008 DR 4 24.1/ -2(0.13 5 112 '-0 X '-0 16 1 GARAGE DR. 5 25.1/ -21.3 �0 11 25 -SH 4 25.1/ -21.3 1 11 25 -SH 4 25.1/ -21.3 8 10 23 -SH 5 25.9/-34Io 9 11 25 -SH 4 25.1/ -21.3 10 11 25 -SH 5 25.1/ -21.3 w 11 40 6080 S'G.D. 5 23.2/-213,4 OPTIONAL 12 40 6080 S.G.D. 5 22.8/-28.4 13 24 35 -SH 5 22.8/-28.4 14 24 35 -SH 4 24.5/ -2x0.1 WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA 5U ILD ING CODE, 2001 ALLOWS THE PRESSURES TO 5E AVERAGED WHEN THE OPENING IS PARTIALLY LOCATED IN 50TH ZONE 4 AND ZONE 5 WIND PRESSURES ARE EASED ON WIND SPEED =120MPH (3 SECOND GUST) IMPORTANCE FACTOR=I.0 EXPOSURE CATEGORY = 5 MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED 5UILDING 16'-0" 2'-4" v 2'-4° ZONE 5 p = +21.8 / -26.55 ZONE 4 p = +21.8 / -24.0 PERCENTAGE OF AREA WITHIN ZONE 4: A4=11.33=16=0.71f� PERCENTAGE OF AREA WITHIN ZONE 5: A,= 4.66 _ 16 = 0.29 ftp AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21.8 (0.9) + 21.8 (0.10) = 19.62 + 2.18 = 21.8 psf AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: p = -24.0 (0.71) + - 26.55(0.29) = -17.05 + (7.7) = -24.75 ps£ AVERAGE GARAGE DOOR PRESSURE: p = 21.8 t -24.8 A R C H I T E C T S .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ti W w w w w ti Q d � D D O O z z � � A 0 � n A 0 n SLTBDIV. & LOT: TUS C A SOUTH LOT #5 PROJECT# 1665.054 MODEL: "1'756" GARAGE SWING: LEFT PAGE: WIND LOAD CALCULATIONS ARCHITECT: STATE OF FLORIDA i��,14 4 2{111 12079 D E: 03/24/11 SCALE: 1/4"=1'-0" SHEET 1 C OP'l 7 .J �h 10'-0" 3'-0" 611 1-1' 14' -SG/" 12' -SL/" 41_Qtl I_QN -1I_Q11 25 -SH 25 -SH EGRESS EGRESS 1 N W `GOND) H5 ---JR_ 1SH --- I1'-2" BDRM. 3 S'-8' CL G. (CARPET) OWNERS SUITE I TU5 W/ MAP 11-4' 10'-ro" -t ?8 1 d) } ROOM 8'-8" CLG, 6• m fL� - ° (CARPET) `t 2-b - 9'-6' 3'-6' C14 31_0" h 0 IR-1SH ,niU 5F. - �n A/ DINING ISI ;DROOM rl 8'-8' CLG. (CARPET) (-loll nl� 8'-8" .}'_0N / / Ir /! r -- -� -1'-�o' 3'-4" 5'-4" 41-411 t- 8' 8' CLG LAUN. I o-� ------ A _T (CARPET) 8 -8 CLG. i i 0 --- (TILE ) L — — ti' 1 0 1 FOYER °D"' I I o• -� Mt — — -�I 8'-8" CLC. cq (TILE) _� a Dw. INK I rll 2-0 ;tl wH. x _ -1 I I NO w 4I 1 , �T w I4 2' STEEL—I 7!7r KITCHENPIPE1 11 = I1OLOr-----,5OLLARD 8( 8-EG)LG. 22"x54' I ILw �ACCESS j 40"Xl&'5<10° b IOiY TRANS. A5v (ELEv. C) 21_011 ENTRY 2 — CAR GAR. V-5' CLG. 5'-8' GLC. ELEv. "A"11' -a" CLG. o NOOK ELEv. '5" 8'-8" CLG. (TILE) Tb—xb— POST —� LANAI 8'-8' CLG. (0080 S.G >. ACTI7E 16'-0" x 11-0" O.H_ -------------------- 16'-01 20'-0' Era N u CALC.Is '0 LIVING GARAGE ENTRY LANAI 1 SQ. FT. SQ. FT. 80. FT, SQ. FT. M TOTAL 2285 0) 4 LA 01 It � Itltl� w f w f, 1 N W `GOND) H5 ---JR_ 1SH --- I1'-2" BDRM. 3 S'-8' CL G. (CARPET) OWNERS SUITE I TU5 W/ MAP 11-4' 10'-ro" -t ?8 1 d) } ROOM 8'-8" CLG, 6• m fL� - ° (CARPET) `t 2-b - 9'-6' 3'-6' C14 31_0" h 0 IR-1SH ,niU 5F. - �n A/ DINING ISI ;DROOM rl 8'-8' CLG. (CARPET) (-loll nl� 8'-8" .}'_0N / / Ir /! r -- -� -1'-�o' 3'-4" 5'-4" 41-411 t- 8' 8' CLG LAUN. I o-� ------ A _T (CARPET) 8 -8 CLG. i i 0 --- (TILE ) L — — ti' 1 0 1 FOYER °D"' I I o• -� Mt — — -�I 8'-8" CLC. cq (TILE) _� a Dw. INK I rll 2-0 ;tl wH. x _ -1 I I NO w 4I 1 , �T w I4 2' STEEL—I 7!7r KITCHENPIPE1 11 = I1OLOr-----,5OLLARD 8( 8-EG)LG. 22"x54' I ILw �ACCESS j 40"Xl&'5<10° b IOiY TRANS. A5v (ELEv. C) 21_011 ENTRY 2 — CAR GAR. V-5' CLG. 5'-8' GLC. ELEv. "A"11' -a" CLG. o NOOK ELEv. '5" 8'-8" CLG. (TILE) Tb—xb— POST —� LANAI 8'-8' CLG. (0080 S.G >. ACTI7E 16'-0" x 11-0" O.H_ -------------------- 16'-01 20'-0' Era 1-QN 61-0" 13'-4" N m 0 N SQ.FT. CALC.Is '0 LIVING GARAGE ENTRY LANAI 1 SQ. FT. SQ. FT. 80. FT, SQ. FT. M TOTAL 2285 0) 1-QN 61-0" 13'-4" N m 0 Cn EXTERIOR MASONRY WALL 5RG. HEIGHTS 8" 5RG. SQ.FT. CALC.Is LIVING GARAGE ENTRY LANAI 1-153 404 35 W SQ. FT. SQ. FT. 80. FT, SQ. FT. M TOTAL 2285 0) 4 LA 01 It Cn EXTERIOR MASONRY WALL 5RG. HEIGHTS 8" 5RG. NOTES: -DENS ARMOR AT 5ATHROOMS. -PREFAB SHOWERS/TU56 TO 5E SET IN TYPE 2 FOAM. ARC1{IrECra s Deign G ro u p Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bd esi gn gro u p.co m AA #: 0003325 ti SQ.FT. CALC.Is LIVING GARAGE ENTRY LANAI 1-153 404 35 W SQ. FT. SQ. FT. 80. FT, SQ. FT. TOTAL 2285 SQ, FT. NOTES: -DENS ARMOR AT 5ATHROOMS. -PREFAB SHOWERS/TU56 TO 5E SET IN TYPE 2 FOAM. ARC1{IrECra s Deign G ro u p Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bd esi gn gro u p.co m AA #: 0003325 ti w W w w w y 4 > �z 14 4 Q 6 z 0 A � z � h q 0 � � 8 � N n SiTHDIV. 8e LOT: TUS C A SOUTH LOT #5 PROJECT# 1665.054 MODEL.- 1756 ODEL:1756 GARAGE SWING: LEFT PAGE: FLOOR PLAN ARCHITECT- STATE OF FLORIDA DRNT ATE: 03/24/11 SCALE: 1/4"=1'— 0" SHEET O F� AREA OF ATTIC = 2491 SQ. FT. NET FREEE VENTIL,4TION = 1/300 AREA REQUIRED REQUIRED VENTIL,4TION AREA = 2491/300 8.3 SQ. FT. 1195.2 SQ. IN. MIN. REQUIRED vENTIL,4TION IN UPPER PORTION OF ATTIC = .5 X 1195.2 = 597.ro (5,41-4NCE TO 5E PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTIL,4TION AREA = 115 SQ. IN. PER VENT TOTAL * OF VENTS REQUIRED = (6) TOTAL * OF VENTS PROVIDED = (60 IKEY DETAIL I_AI (W RAISED SAND T1"P. NZA P] TEXTURED FINISH 15 5 11111umIIII 'gilloil oil OFF RIDGE VENT OFF RIDGE VENT 12 5 17'-4 1/2' 5Lpra HGT. I -All r&3 (o" RAISED SAND TYP. REAR TEXTURED FINISH I_Am A R C N I T E C TS .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W C4 w d 4 � D O z � O z A 0 � A � N N <�j SvsDiv. & LOT: TUS C A SOUTH LOT #5 PROJECT# 1665.054 MODEL - "1756" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATIONS >> A» ARGHITEGT� STATE OF FLORIDA 13 DA z 03.24/11 SCALE: 1/4"=1'- 0" SHEET A Op -1 71 ARE A OF ATT I C NET FREES VENTILATION AREA REQUIRED REQUIRED VENTILATION AREA MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC OFF RIDGE VENTILATION AREA TOTAL M OF VENTS REQUIRED TOTAL * OF VENTS PROVIDED 2491 SQ. FT. 24131/300 8.3 SQ. FT. 1195.2 SQ. IN. .5 X 1195.2 (BALANCE TO 5E PROVIDED IN SOFFIT OR EAVE VENTS) 115 SQ. IN. PER VENT _ (ho) (b) RA Elm 0'-0" FIN. FLSIL - 1-;k" RAISED SAND TYP. - OFF RIDGE VENT mi LEFT TEXTURED FINISH OFF RIDGE VENT 1� 5 OFF RIDGE VENT OFF RIDGE VENT 12 5 2"s RAISED BAND TYP. � o' -O- FIN. FLR. rl` OFF RIDGE VENT mi LEFT TEXTURED FINISH OFF RIDGE VENT 1� 5 OFF RIDGE VENT OFF RIDGE VENT 12 5 2"s RAISED BAND TYP. � 2'—O- a� 04 W II OPT. II II II &080 II II 5_G.D. II II II II II II II II II II II II II II II r 0 TEXTURED FINISH OL 8'-8' BRG. HGT. A R C H ITEC TS gn GroDespi,��u. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W w w w w D D � 0 � 0 O z z q U U Q � n A � n ti SVBDIV. & LOT: TUS C A SOUTH LOT #5 PROJECT# 1665.054 MODEL: "1756" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATIONS » A" ARCHITECT- STATE OF FLORIDA 251 JAMES AR 1 DATE: 03/24/11 SCALE: 1/4"=1'-0" SHEET orl 7 HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON SIZE DES. UPLIFT GRAVITY FASTNER >_ META -16 1450 (1) 10d x 1 12 I -PLY/ (6) 16d 2 -PLY w Z 0 (2) META -16 1385 1300 00)10d x 1 12 1 -PLY (14) 16d 2 -PLY Q HETA-16 1810 (9) 10d x 1 12 I -PLY/ (B) 16d 2 -PLY DBL 2 PBL 2 DBL 2 DBL 2 HETA-20 1810 (9) 10d x 1 12 1 -PLY/ (8) lbd 2 -PLY 1 (2) NISTA-20 2035 (10)10d x 1 12 I -PLY AT EACH END OF HEADER 2500 (12) 16d 2 -PLY 3 MGT + 3S65 (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY (M IPI. 12' EMBED), (22) 10d TO WOOD HGT-2 + 10580 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRISNGT14 EPDXY (MIN. 12' EM13ED), (16) led TO WOOD LTAI 1420 (12) 10d x 1-12' VGT 4340 (1) 5/8' ATR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD W (7)V4T041LY13-PLY) 1183/8830 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) 10d x 1 12 HTS -16 1150 (16) 10d x 1 12 HTS -20 1460 (24) 10d x 1 12 LSTA-12 ++ 925 (10) 10d 0 LSTA-18 ++ 1235 (14) 10d Ln MSTA-18 ++ 1315 (14) 10d IL MSTA-24 ++ 1640 (18) 10d W MSTA-36 ++ 2050 (26) 10d V) MST[ -36 3800 (36) 10d x 1 12 MSTI-48 5065 (48) lod x 1 12 H6 950 (8) 8d TO PLATES, (8) ed TO STUDS SP4 885 (6) 10d x 1 12' TO STUDS U A33 150 (4) 10d TO BEAM (4) 10d TO POST. HCP2 645 (6) 10d x 1-12' H10 935 (16) 8d x 1-12 N N ABU 44 2200 6665 !1) 5/8' A.tR IN HIGH STRENGTH EPDXY, (MIN. 1' ISM13ED-) IN CONC. (12) Ibd TO WOOD (n AIBU 66 2300 12000 (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC, 112A6d TO WOOD W LTT19 +++ 1340 (1) 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (SAOd TO WOOD x TT205 +++ 1625 (1) 12' AT.R. IN NIGH STFRO40TH EPDXY. (MIN. 1' DJ M CONC. (2) t TO WOOD L) Z Q4550 3610 HTT4 4235 (1) 3/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (18) 10d x 1 12' TO WOOD (95/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CCNC. (IS) 16d x 2 12' TO WOOD (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) 10d x 1 12' TO WOOD HTT5 4610 5090 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) 10d TO WOOD (1) 5/8' A.T.R. IN HIGH STFEWATP EPDXY, (MIN. 1' EMBED.) IN CCNC. (2b; Ibd x 2 la, TO WOOD HHDQII-SDS 2.5+ 11445 T.R- IN HISTRENGTH EPDXY, (MIP_ 10' EMBED-) IN CONCy (24)SDS x ' WD (8C11''ISA.GH s' OO HDI 4 (1) 1/8' AJ5. IN HIGH STRENGTH EPDXY (MIN. 1' .) IN CONC. (3))k" STUP 15OLTS TO WOOD MBNA 356/11.25 3415 5330 (1) 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (18))0d TO BEAM In w W WUSC412 (WOOD) 3240 2510 (FL (10) Ibd TO HEADER, (10) 16d TO WOOD 3140 (ROOF) 0 HUC410 (CMU) 1810 5085 10-114'x 2-3/4' TITEN ( S PER FLANGE) TO CMU, (10) 10d TO WOOD Z Q 2 HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUMSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN DE SUBSTITUTED WITH 10d x 112' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOUJA15LE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. to W +++ MINIMUM EMCEDMENT INTO THE TOP OF A CONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' 0 A.T.R. - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE LENGTH ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST 15E RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI63 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2009' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW05-R', T-ANCHORSPEC01, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE ! MASONRY CATALOG C-2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 PBL 2 x 6 x S x 10 x 12 UP TO 5'-4' 5'-4" TO 7'-0" 1'-0' TO 10"-0" 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS NUMBER OF HEADER STUDS SIZE SUPPORTING END OF HEADER CLEAR SPAN DBL 2 PBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-0" 5'-0" TO 6'-4" 6'-4" TO V-0" 8'-0" AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 61-0' U.N.O. w 4'-11 1/2'-1'-' 11 1/2 AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMIBER OF FULL LENGTH STUDS 1 2 AT EACH END OF HEADER 3 FRAMING NOTES: 1. HURRICANE STRAPS TO 5E MANUFACTURED 5Y SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: * TRUSS TO !'MASONRY/CONCRETE SHALL 5E META -16 * FLOOR JOIST TO MA50NRY/CONCRETE SHALL SE HETA-1(o AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRU55 TO WOOD FRAMING SHALL BE MTS -12 3.TRU55 TO TRU55 CONNECTIONS AND HANGERS SHALL SE DESIGNED AND SUPPLIED 5Y TRUSS MANUFACTURER. 4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATION5, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. 4RE STANDARD UN.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3 -10d GUN NAILS OR 3-126 HAND DRIVES e EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 AS PER APA REQUIREMENTS. Cil CJ3 CJ5 CJ5 CJ3 Cil U U U HUC410 W/ I5 -1/4"X2 3/4' TAPCONS (S PER FLANCxE) II SII SII SII SII ujII call SL__II uNI SII u�II SII 1'111 SGA l2 -ply) — — LA — LI — LA L -1— A (2) HETA-20 — xR ----------------- A4 A2— Al �1— A2 — m r� B_3 � 22 X 56�— — — — B3 ACCESS 53 52 II II II II II r r- r r- II �✓> 41 ul l�U ul ul cl) ,n Ln m U U U U U U 7 <i 2X12 TO &X& POST r Q U U (2) MSTA-24 U POST TO SLAB 2X12 BM. ABU -66 II II CJIA II I I CJ3A d 4 ^' ^' I 1 CJ514 w 1'-41 = - im¢3 — —111114�_ — — G3 — C3 11 m Il m 11 1n �yv� C3 lu lu lu — _ C3 — HUC410 W/ G2 18-1/4'X2 3/4" APC (e = C1G = (9 PER FLANGE ) CJ5 CJ3 S II II CJ1 G G �Ix � � s u u HUG410 W/ 18-1/4"X2 3/4" TAPCONS (GJ PER FLANGE) '1'✓3 ACCUSPAN 11/18/10 A R C H 1 T E C TS Design Group inc. 1441 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 3XMDIV. 8a LOT: TUS C A SOUTH LOT #5 PROJECT# 1665.054 MODEL: "1x756" C;ARAQE SITIIITING-. LEFT PAGE: FRAMING PLAN ELEVATION » A7, ARCHITECT- STATE OF FLORIDA LL PRINT DATE: 03/24/11 SCALE:1/4$1=11-0$11 SHEET 5 A OFl 7 w W U W W 0 0 H F d p q U U A� N N Er — N1 3XMDIV. 8a LOT: TUS C A SOUTH LOT #5 PROJECT# 1665.054 MODEL: "1x756" C;ARAQE SITIIITING-. LEFT PAGE: FRAMING PLAN ELEVATION » A7, ARCHITECT- STATE OF FLORIDA LL PRINT DATE: 03/24/11 SCALE:1/4$1=11-0$11 SHEET 5 A OFl 7 EL-ECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POOLE 1758 SQFT GENERAL LIGHTING M VA PER SQFT 5268 2 u ® 110v OUTLET 1 LAUNDRY CIRCUIT AT 1500 1 1/2 OF OUTLET 12000 1 1110v OUTLET WIRED TO 1 DISHWASHER 1200 SWITCH CLOTHES DRYER 5000 1 EQUIPED WITH 500 1 110V OUTLET GROUNDFAULT (TdIMi'ER 1 GFI 1200 1vSpT5%RTANT W 220V OUTLET 4 WIRE CONNECTION ® REMAINDER OF GENERAL LOAD AT 40% 25588 VA x .4 10288 WP GFI EXTERIOR WATERPROOF CaROUNi? FAULT 4 OUTLET INTERRUPTER 2.5 SWITCH --- y� SWITCH 3 -WAY OPER. %t4 SWITCH 4 -WAY OPER. n WALL 20288 Y MOUNTED 13220 clA L IGHT 33488 CEILING LIGHT VAPOR `o PRvp OOF t9� RECESSED CAN e VENT. FAN 1 CFM PER 50. FT. VENT. FAN I CFM PER W/LIGHT 50. FT. - 2' LIGHT STRIP W LIGHT STRIP E.� ® 4' RECESSED FLUORESCENT 2-5UL5 WRAP LIGHT AROUND _ 2' FLUORE8CENT _ *FLUORESCENT 4' TRACK LIGHT 0 PANEL METER SMOKE BATT. BACK-UP DETECTOR W/ HARDWIRE INTER- OtjwvcTpm WALL MATT. BACK-UP g p. MOUNTED W/ HARDWIRE INTER - DETECTOR CONNECTED MATT. SACK -UP CARBON W1 HARDWIRE ®S/CO MONOXIDE/ CONNECTED SMOKE DETECTOR SHALL BE A COMBO DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT 4 NATURAL GAS OUTLET TELEPHONE JACK WATER HEAT. DISCONNECT A/C AIR. GOND. DISCONNECT tV TELEVISION JACK REQUIRED TO J -BOX BE SUPPORTED W/BXRE OOMADO A8 SUCH FOR INSPECTION CEILING FANLIGHT CEILING 5OX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT KP OPTIONAL SECURITY KEYPAD PUSH- FOR B. BUTTON CHIMES NOTES: * LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED 6 HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI m ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2001RE51DENTIAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL BE NON METALLIC CABLE AS N.E.C. 2008 ARTICLE 300.(8) (2) * ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE OPT.OPT. COACH COACH L IGHTS LIGHTS E L E C T R".61CAL PLAN NOTE: ALL BRANCH CIRCUITS IN THE BEDROOMS ARE TO BE PROTECTED BY AN ARG -FAULT INTERRUPTER LISTED TO PROVIDE PROTECTION OF ENTIRE BRANCH CIRCUIT POWER COMPANY TRANSFORMER GRADE NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 150 ,AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 X2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVIGE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. NOT TO SCALE. PROVIDE 3 01 CU, 1 0(o CU GNP 2" CONDUIT OR PROVIDE 3 02/0 AL, 1 04 AL GND IN 2" CONDUIT. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO M O PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT I �6 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. A R C H I T E C T S •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE*D2) HOUSE PLAN: 1756 MODEL LOAD INFORMATION VA 1758 SQFT GENERAL LIGHTING M VA PER SQFT 5268 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 1 MICROWAVE 1500 1 REF. 1200 SUBTOTAL OF GENERAL LOAD 35888 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 25588 VA x .4 10288 TOTAL NET GENERAL LOAD 20288 4 TON HEAT PUMP#1 28 AMPx 240 VA— 6720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= --- 10 KW ELECTRIC HEAT AT 85% 8500 5 KW ELECTRIC HEAT AT 65% --- NET GENERAL LOAD 20288 NET TOTAL HEAT 13220 clA TOTAL LOAD 33488 CALCULATED LOAD FOR SERVICE 33488 VA/240 V= 140 AMP 150 AMP SERVICE NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 150 ,AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 X2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVIGE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. NOT TO SCALE. PROVIDE 3 01 CU, 1 0(o CU GNP 2" CONDUIT OR PROVIDE 3 02/0 AL, 1 04 AL GND IN 2" CONDUIT. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO M O PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT I �6 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. A R C H I T E C T S •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti N cd W clA 0 0 A � N N E.� m SUBDIV. & LOT: TUS C A SOUTH LOT #5 PROJECT# 1665.054 MODEL: "1756" GAIRAC;E SWIMG: LEFT PAGE: ELECTRICAL PLAN ARCHITECT- STATE OF FLORIDA �',gtjt 2 Zra ,1 NO 12079 DATE: 03/24/11 SCALE: 1/4"=1'-0" SHEET (1) 05 REBAR VERTICALLY W/ CONC. TEXTURED FINISH TEXTURED FINISH POUR CELL R-11 INSULATION MIN. R-11 INSULATION MIN. R-42 INSULATION STUDS Ib' D.C. MAX STUDS lb' O.G. MAX Z TEXTURED FIN15H1/2' GYP. WL. BD. 1/2, GYP. WL. BD. F d SECURE BT_ PLATE t0 BLK W/ #' SECURE BT. PLATE 70 SLAM W/' W 8' CMU ANCHOR BOLT W/ 2' WASHER SET IN ANCHOR BOLT W/ Z' WASHER SET IN SECURE BT. PLATE TO SLAB W/ 10d WOOD BASE W WOOD BASE SIMPSON HIGH StRENG7H EPDXY i' slr tPSON HIGH STRENGTH EPDXY T' CUT NAILS/ MASONRY NAIL 0 32' O.G. ECURE BT_ PLATE TO BLK W/ �' O SECURE BT. PLATE TO BLK W/' 1/2' GYP. WL. BD_ MAX ANCHOR BOLT W/ Z' WASHER SET IN ANCHOR BOLT W/ 2' WA51-ER SET IN WOOD BASE 8IMPSOI4 HIGH EMBED. MIN 32' OC MAX. EMBED. MIN w 32' OG MAX. MAX m O ( m O EMBED MIN. +0 32' OAC MAX. TH EPDXY T' p wMIPSCN EMBED MEIGH N. 0 32'OC �� OXY i 141 4.a e 00, i0 4' CONC, REINF. W/ b'xb' 010 WUJM OR ° 4' CONC, REINF. W/ 6'xb' W WWM OR V4 -CONIC, REINF. W/ 6'xb' NO WWM OR t4' 4' CONC. REINF. W/ b'xb' 010 WWM OR � f'• p ` . 4' CONC., REINF. W/ 6'xb' 010 WWM OR �p •' + ., 4' GONG, REINF. W/ b'xb' 0� UJIUM OR •1 a FIBERtIESH ON 6 -MIL POLY POEM" $W ON 6 -MIL POLY FIBERMESH ON b -ML POLY FIBERMESH ON b -MIL POLY ! FIBER"IESH ON 6 -MIL POLY P15ERMESW ON b -MIL POLY ETHYLENE VAPOR BARRIER ON Y ETHYLENE VAPOR BARRIER ON E ETHYLENE VAPOR BARRIER ON Tt-1 ETHYLENE VAPOR BARRIER ON ETHYLENE vAPOR BARRIER ON ° ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE F � WELL -COMPACTED CLEAN TERMITE O WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE �•a WELL -COMPACTED CLEAN TERMITE TREATED FILL O TREATED FILL `� U TREATED FILL TREATED FILL TREATED FILL TREATIED FILL W U 4' 8' 4' 4� 1 -0. (3) 05 REBAR ON CHAIRS ' (2) 0g REBAR OPl CHAIRS F (3) 05 REBAR ON CHAIRS 4' 5' 4' 1._4. !2)05 REBAR ON CHAIRS I:_a' 4 8 4 4 6 6 Al 1'-4' (2) 15 REBAR ON CHAIRS m Q t _4. (2) g REBAR ON CHAIRS 1 -STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING 1 -STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING 1 W BLOCK WALL @AT_�& W. W UPLIFT AT L.B. W. B ATL.B. W. W NO -UPLIFT W FRAME WALL W FRAME WALL SCALE: 1/2'=1'-0' E: t/2'.I'-0' SCALE: 112'=1'-0' SCALE: IQ'=I'-0' SCALE= (1) 05 REBAR VERTICALLY W/ GONG. POUR CELL (1) 0g REBAR VERTICALLY W1 CONC. POUR CELL v CMU STUDS 16' OG. MAX Z g. CMU z CURB HEIGHT VARIES • 4' CONC, REINF. W/ b'xb' 010/10 WWaM OR FIBERMESH ON 9 1/1' 0 HEAD OF GARAGE 5 UV* HEAD OF GARAGE F 4' b -MIL POLY ETHYLENE VAPOR VARIES WITH SLOPE VARIES WITH SLOPE Q I F Q 4' CONIC, REINF. W/ b'xb' 010 WWM OR O BARRIER ON WELL-COMPACTEDTREATDFILL ETHYLENE VAPOR BARRIER ON c3 8 CLEAN TERMITE TREATED FILL SECURE BT. PLATE TD SLAB W/ T SECURE BT. PLATE TO SLAB W/ �' � � O � m 0 WE4YLENE PACTED CLEAN TERMITE �n ' ' FIBERMESH ON 6 -MIL POLY ANCHOR BOLT W/ ?' WASHER SET IN ANCHOR BOLT W/ 2' WASHER SET IN CU 05 REBAR ON CHAIRS _W SIMPSON HIGH STRENGTH EPDXY T' SIMPSON HIGH STRENGTH EPDXY T' EXTENDED SLAB 11/2' CURB HEIGHT vARIEb CURB HEIGHT VARIES THICKEN EDGE oc EMBED. MIN. s 32' OC MAX. EMBED. MIN. 0 32' OC MAX. 1/2' RECESS FOR SERVICE OR TREATED FILL (�A _ •AL 4_ SCALE= ilZ'=1'-0' <. >~ CLI.'Au ' l3) 05 MBAR ON CHAIRS °4 GONG, RENF. W/ 6x6 010 WWM OR 4 CCNC, RENF. W/ b x6 010 WWM OR i4 i4 4' GONG., REINF. W/ 6'x6' 010 UJU�M OR a0 4' GONG., RE W. W/ 6'x6' 010 WWM ORFIBERMESW ON b -MIL POLY FIBERMESN ON b -MIL POLY ° • FIBERMESH ON b -MIL POLY ' F15ERI" IESH ON b -MIL POLYETHYLENE VAPOR BARRIER ON ? ETHYLENE VAPOR BARRIER ON 'A • ETHYLENE VAPOR BARRIER ONP4' ° ETHYLENE VAPOR BARRIER ON •� ,. ?O WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE 4 8 4 4 TREATED FILL +n O 4' b' b' �` TREATED FILL TREATED FILL TREATED FILLNIC., REINF. W/ 6'x6' h0 WWM OR 1._4. U_g•?lZ) +9 REBAR ON CHAIRS X B' 4' lZ) 05 REBAR ON CHAIRS X 4' 6' 6' 4' FIBERMESH ON b. -MIL POLY l2) 015 REBAR ON CHAIRS (3) 05 REBAR ON CHAIRS L Fj 4' 4' ETHYLENE VAPOR BARRIER ON t'-4' WELL -COMPACTED CLEAN TERMITE M m V m V 1 8 TREATED FILL GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP SLAB AT GARAGE 1 -STORY FOOTING 2 -STORY FOOTING 5 NON-BEARING 6 1 -STORY L.B.W. 6�_�TORSERVICE DOOR AT GARAGE AT GARAGE ALE: 1/2'=1'-0' SCALE= 1/2'-1'-0' SCALE= t/2'=r-¢�• SGAL�: I/2"=1'-0' (1) 05 REBAR VERTICALLY W/ CONC- POUR CELL R-42 INSULATION 2 TEXTURED FINISH ILL a' CMU RECESS FOR n a 1/2' GYP_ WL_ ISD_ I ' GARAGE DOOR ( WOOD BASE GRADE cl Z .T• 9 4 • , d 1' RECESS FOR 4' CONIC, REINF. W/ 6'x6' 110 UIIIIM OR e 4' CONIC., REINF. W/ b'xb' 010 WWM OR r'SLvD. TRACK • ° 4' CONC, R I 6 -MIL POLY FIBERI ESH ON 6 -MIL POLY m 4 GONG. REINF. W1 6'x&' 10 WWM OR ETHYLENE A R D POLY FINISH FLOOR ETHYLENE VAPOR BARRIER ON ETHYLENE VAPOR BARRIER ON `LUA NI A WELL -COMPACTED CLEAN TERMITE 4 WELL -COMPACTED GLEAN TER IITE ETHYLENE VAPOR BARRIER ON FILLm 6 a. 8. 4' TREATED FILL •e e' • " . d (I TREAI BAR ON CHAIRS7TRREELA-TED FIL G7ED GLEAN TERMITE 4' 05 REBAR ON CHAIRS r e. 4 ° •e • F (3) i13 REBAR ON CHAIRS a. • , 6, 6, [4\ , 2 -STORY FOOTING 9 CONCRETE PAD *_n�SLAB AT S.G.D. 11 GARAGE DOOR FOOTING12 NOT USED 13 W BLOCK WALL 14 NOT USED SCALE- I/Z =1'-0' SCALE: 1'=1'-0' SCALE: I/2•=r-m' SCALE: 112`=1'-ra' POURED LINTEL CONT. MP.) ;'•;; 8' CMU FILLED CELL (TYP.) ,a ?X WALL FRAMING (4)VX1' ANCHOR BOLTS or (4)VX1' J -BOLTS MIN. 5' EMBEDMENT W/ Z'XZ'XI/S' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 15 BLOCK WALL CONNECTION SCALE: I/2'-1'-0' (1) 05 REBAR SET N SIMPSON HIGH `r STRENGTH EPDXY 1' EMBED. MIN JIZ . r < _ • ` a' ." 4' CONIC RE NF. W/ 6'x6' 010 WWM OR 4'. FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL TYP. RETROFIT FOR A OMITTED DOWELS SCALE_ 1/2`-1'-0' CAULK AND SEAL GAS LINE I }' PVC SLEEVE FOR GAS LINE e' EMU DRYWALL WOOD BASE .. 4• a . •d .e e 16 GAS LINE THRU BLOCK SCALE: (2) r5 REBAR ON CHAIRS 2 -STORY (3) 05 REBAR ON CHAIRS (1) 05 MBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION 8' CMU 1/2' GYP. WL. BD. WOOD BASE —TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ S' HOOK r—GROUTED BOND BEAM I k Vr •' 'e• GROUTED BOND BEAM W 4' CONC_, REINF W/ 6'xb' 010 UALM OR CLEANOUT REQUIRED FOR INSPECTION TIE VERTICAL REBAR FIBERMESH ON b -MIL POLY , _ 4.. REBAR W/ 8' HOOK L ETHYLENE VAPOR BARRIER ON F WELL -COMPACTED CLEAN TERMITE TREATED FILL e i , (2) 03 IRE13AR 0 1 -STORY Z � 0-0' FIN. FLR. e: ' ' f • (3) 05 iBAR is 2 -STORY (1) 105 PERT_ DOUEL•'� ° • ° A 'a :°' e' TIE VERTICAL REBAR OUTSIDE REBAR TO BE LAFFED W/ 130ND BEAM (1) 9 REBAR At CORNERS b' PVC CHASE THRU FOOTING "' e , 4 e • • 11 ° • • 70 HORIZATIONAL REBAR W/ B' HOOK ". 1i��•'�l. �..� CONTINUOUS a' I ' a , W/ 25' LAP MIN. .. , • e .e a d 6 I -STORY 14'[ [4'[ � 7: .., a ' f . aL 8' (2) 05 REBAR ON CHAIRS ll 2 -STORY M 1'-4. (3) 15 MBAR ON CHAIRS Z'-1' MIN. LAP W 111 PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING C AT LINTEL CORNERS D W BLOCK WALL U-IT e• T__R_ r-0' ALL EX'TERIO1R:1 FOOITERS A`T SLAB'S -r(D IBE MIN. 12" 13ELOW T_J1*--TDISrT1T_.TRBED SOIL HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE SCALE= 1/2'=r-0' A R C H IT E G TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd esi gn gro u p. co m AA #: 0003325 GROUTED BOND BEAM VARIES PER ELEV. TIE VERTICAL REBAR .. TO HORIZATIONAL _ 4.. REBAR W/ 8' HOOK •'J, VARIES PER ELEV. GROUTED BOND BEAM W W 111 W ° CLEANOUT REQUIRED e• FOR INSPECTION c 0 0 0'-0' FN. FLR. TIE VERTICAL REBAR ° 4 • e. a °, TO HORIZATIONAL REBAR W/ 8' HOOK , e O r- MV HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE SCALE= 1/2'=r-0' A R C H IT E G TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd esi gn gro u p. co m AA #: 0003325 sxmniv. & LOT: TUS C A SOUTH LOT #5 PROJECT# 1665.054 MODEL: "1756" GARAGE s VfMG *. LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT- STATE OF FLORIDA VINR 2 PRT- 03 24 11 DATE SCALE: 1/4„ SHEET D 1 oF1 7 w W W 111 W 0 0 O O z z A 0.0. � � A n wi sxmniv. & LOT: TUS C A SOUTH LOT #5 PROJECT# 1665.054 MODEL: "1756" GARAGE s VfMG *. LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT- STATE OF FLORIDA VINR 2 PRT- 03 24 11 DATE SCALE: 1/4„ SHEET D 1 oF1 7 PANEL ANCHOR SEALANT SEALANT 3/5" -EXPANSION STRIP FREE OF MORTAR PANEL ANCHOR 1/4" EXP. BOLT TUJO PER ANCHOR WALL FRAME SHOUJN HERE � FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, UJOOD STEEL OR ANY OTHER STRUCTURAL SURROUND f <� PANEL ANCHOR STYLE CONSTRUCTION LINTEL PLATE 3/5" EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO BE MIN. 1/2' DEEP SEE NOTE EXPAN51ON STRIP PANEL ANCHOR GLASS BLOCK NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING a EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2) 1-1/4" 5-4 HEX UJA5HER HEAD WITH ANTI -CORROSIVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE TYPE S OR N MORTAR 1/4" MIN. 1/2' MAX. PANEL REINFORCING MORTAR ASPHALT EMULSION O� 1-3/4" X 20 GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL SECURE 2x(o MIN. TO BLK W/ (2) V HEAD LENGTH ANCHOR BOLT W/ 2' WASHER SET TENSILE ST Bd IN SIMPSON HIGH STRENGTH 1 1/81 .113 EPDXY 4' EMBED. SPACING. 2X4 SECURED TO GABLE END 10d ROUNDY" IODIFIED W/(2)12d*EA UPRIGHT 9 110000 2X4 SECURED TO © GABLE ENG W/(2A2d w 6"-8" O.G. SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. SIDES: GABLE BLOCKING 2X6 G GARAGE DOOR BUCK W/ (3) S 2x4 BLOCKING VXV J -BOLTS 4' EMBEDMENT MIN. a EA RAFTER W/ 2'X2'XYo WASHER AND NUT w L-30 EA. SPACED EVENLY FROM FLOOR t0 RAFTER GARAGE DOOR HDR. IN JOINTS H2B EA PRIOR TO FILLING. I -2X6 PT BLOCK a CENTER OF RAFTER DOOR HEADER W/(1) )5'X8' J -BOLTS 2x4 RAFTER 4' EMBEDMENT W/ 2'X2 "X4' WASHER a 24' O.G. AND NUT 2x4 Q FRAMING 0 (TYP) GARAGE DOOR 3 BUCK ATTACHMENT SCALE: D NOT USED q)jFpRLAMMED OVERHANG N.T.S. 2X4 DBL TOP PLATE 2x4 METAL STUD 24' O.C. 1/2" DRY WALL 2X4 16' D.C. MAX 2X4 PT. BT. PLATE 1/2' A$ W/ MIN. T' EMBEDMENT 2' DIA. WASHER 32' D.G. MAX uta 05 REBAR CONT. 9 WOOD FRAME TO BLK. SCALE: PLAN VIEW SCALE: 1/2'- 1' -0' SPARK ARREST PER MANUFACTURER IX2 PT. TOP OF BOX DBL. TOP PLATE — 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON 0.5$. SHEATHING OR �" CDX PLYWOOD PRE. ENG. TRUSS 5IMP5ON H-5 (MIN.) a 2X4 TO TRUSS PRE. ENG. TRUSS SP4 OR 14-5 TOP PLATE TO STUDS m '-01 ABv. 10'-0' LEVEL TO ROOF )R 2'-0' ASV. HIGHEST RIDGE WITHIN 10'-0' SIMPSON H-5 (MIN.) a 2X4 TO TRUSS 1 CHIMNEY DETAILS PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS a 16' D.C. MAX 51MP50N L6TA-12 a EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS 0 16' O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY a A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED 81=4 OR H5 a TOP AND BOTTOM PLATES a EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1' -4' MIN. FROM 2ND P ;p I ImK '1' YY. EX'1'EXIUR WINDOW/ , DOOR OPENING WD FRAMED NAILING SCHEDULE ROOF DIAPHRAGM USE '1/16' O.S.B. OR 1/2" CDX PLY WITH 08 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6'0.r-. AT INTERMpIAtE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS a 4' O.G. EXTERIOR SHEATHING USE x/16' 0.5.8. OR 1/2" PLY WITH 08 RING SHANK GUN NAILS AT (o" O.G. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4" O.C. TOP 4 BOTTOM PANEL AND *8 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. WE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE ST Bd ROUNP MODIFIED 1 1/81 .113 1-10,000 SPACING. OR T 10d ROUNDY" IODIFIED 2 I/8' 128 110000 OR T w TOP CORD BLOCKING At 4' a O.C. MAX. IN FIRST 2 FRAMING • SPACES AT EACH END. �Z NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL 4 TOOL ASSOCIATION • 1 0,113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER \1za 3. 16 t0 20 RINGS PER INCH 4. 0280 INCH FULL ROUND HEAD DIAMETER_ 5. 2 INCH NAIL LENGTH 0 ►- � Cl m� ROOF &HEATHINCA L,4 *T C)UT AND ENDUJ,4LL 5RAG INCA * BUILDING LENGTH FOR GAE3LE END FR,A1„IING SECURE 2x TO BLOCK W/ (2) J" TAPCON5 OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 J') }� WITHIN 8' OF EACH END AND 18' O.C. MAX +� g M SPACING. O.S.B. SHEATHING OR" CDX PLYWOOD 2x4 BLOCKS CMU WALL ARCH WINDOW FRAME A SECTION SCALE: 112'-1'-0' NOTE: : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR t UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT A OPENINGS 08 RING SHANK GUN NAILS * 4' O.C. TOP 4 BOTTOM EDGE8 • PRE TRU° 1/16" 2x4 BTM. PLA' MTS - 32" C TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16" O.C. 1/161 06.5. 1/2' A$. W/ MIN. '1' EMBEDMENT LOCATE 6'-8' FROM ENDS AND 32" O.C. MAX. TEXTURED FINISH META -16 8" CMU WALL KNEE WALL DETAIL 2 TOOWUL/ SCA 14' I 2X4X4' SECURE TO TRUSS W/ 3-12 6'-8' O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE TO BLK W/ META -16 2'-0" EXTENS IO SCALE: 05 RING SHANK GUN NAILS a 6' O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) •8 2' DECK SCREWS a 6'-S' O.C. MAX a EDGES # 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' TdG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRUSS --f' DBL. 2X TOP PLATE 2X BLOCKING a 4 TOP OF 1/16" O.S.B. 2X STUDS 16" O.G. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED a FLOOR TRUSS 2X4 a TOP E BOTTOM CONT. HETA-16 BLK. WALL 0 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK.. W/ 1/4' GAP FROM BLK. TO O.S.B. Q HORIZONTAL 2X S.F.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN Q REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING a TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW 0 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/2'= 1' -0' A R C H I T E C T S 1 A 4 Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 ti W t w w w w Q 0 6 O z z A � � � N A @ n � m SLTBDIV. & LOT: TUSCA SOUTH LOT #5 PROJECT# 1665.054 MODEL 1'756" GARAGE sVfMG: LEFT PAGE: misc. DETAILS ARCHITECT- STATE OF FLORIDA JAMES I IDDATE: 03/24/11 SCALE: 1/4)$=11-0$p SHEET 2 orl 7 FIBERGLASS SHINGLES # 2x4 BLOCKING BETWEEN 2x4 BLOCKING BETWEEN OVER 15 FELT PAPER ON TRUSSES AT FIRST TWO BAYS FIBERGLASS SHINGLES TRUSSES AT FIRST TWO BAPS 1lb" D.S.B. SHEATHING OR 4'-0" O.C. CAT SHEATHING OVER *15 FELT PAPER ON 4'-0" O.C. (AT SHEATHING CDX PLYWOOD SECURED SEAMS) I-1 O.S.B. SHEATHING OR SEAMS) PER NAILING SCHEDULE FRE -ENG GABLE TRUSS CDX PLYWOOD SECURED PRE -ENG GABLE TRUSS PER NAILING SCHEDULE P.T. 1x2 W/ MTL. DRIP EDGE01 2x4 NAILER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2) FIBERGLASS SHINGLES 2x4 SUS -BAND CONT. 2x4 RAT RUN SECURED 12d's EACH TRUSS OVER #15 FELT PAPER ON ALUM SOFFIT 2x4 SUB -BAND TO BE INSTALLED Q MID. POINT OF W/ (2) 12d's '� EACH TRUSS ALUM. SOFFIT TRUSS SPAN, OR 10'-tv" O.G. MAX_ ib" O.S.B. SHEATHING OR D" STIFFBACK AT ALL UPRIGHTS TO BE INSTALLED s MID. CDX PLYWOOD SECURED PER NAILING SCHEDULE OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STIFFBACK AT ALL SEE ENERGY CODE FORMS SEALED ENG. FOR SIZE 4 10'-0" O.C. MAX. UPRIGHTS OvER 4' -ltd" FOR INSULATION R -VALUES. CONDITION.) HIGH (SEE SEALED ENG. a" GYPSUM BOARD OR 2" SEE ENERGY CODE FORMS FOR SIZE 4 CONDITION.) PRE -ENG TRUSS SEE ENERGY CODE FORMS t� O,S,B, SHEATHING OR �" FOR INSULATION R -VALUES. HIGH STRENGTH GLC. MTL. DRIP EDGE FOR INSULATION R -VALUES_ CDX PLYWOOD. ATTACHED " 16 D.S.B. SHEATHING OR BOARD " GYPSUM BOARD OR �" HIGH PER NAILING SCHEDULE ON GYPSUM BOARD OF, CDX PLYWOOD. ATTACHED 2x4 NAILER 2x4 SUB -BAND STRENGTH CLG. BOARD SHEET D5 HIGH STRENGTH CLG. PER NAILING SCHEDULE ON BOARDSHEET D5 2x4 -s 24" O.C. ,s INTERIOR VENTED ALUM. SOFFIT CONC. FILLED LINTEL BLK -� " KNEEWALL W/ (1):05 REBAR CONTINUOUS Ys THICK, 3 COAT CEMENT GONG. FILLED LINTEL BLK ja THICK 3 GOAT C PLASTER OVER GRADE W/ (1) *5 RESAR CONTINUOUS CEMENT CONC. FILLED LINTEL BLK EMBED. STRAP VERIFY W/ PRECAST LINTEL 'D" PLASTER OVER GRADE METAL LATH OVER FELL PAPER BACK R-4.2 BATT. INSUL. "D" FELT PAPER BACK W/ (I) *5 RESAR CONTINUOUS TRUSS PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAPPRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL METAL LATH OVER WINDOW ATTACHMENT AS OR GRADE "D" FELL WINDOW ATTACHMENT AS OR GRADE "D" FELT "THICK, 2 COAT CEMENT PER MANUFACTURES PAPER WINDOW ATTACHMENT AS PER MANUFACTURES PAPER PER MANUFACTURES PLASTER APPLIED SPECIFICATIONS WEEP, SCREED SPECIFICATIONS WEEP REED SPECIFICATIONS DIRECTLY t0 MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL PRECAST SILL (1) *5 RESAR VERTICALLY SECURE GABLE TO 2x& P.T. C1) RE ,,aER VERTICALLY SECURE GABLE TO 2x(o F.T. W/ CONC. POUR CELL PLATE W/ 12d's 8" O.G. MAX W/ CONC. POUR CELL PLATE W/ 126's 8" O.C. MAX W/ CONC.POUR C(1),15 fREAR ELL ALLY 1x2 P.T. FURRING STRIPS SECURE 2xh PT. PLATE TO 1x2 P.T. FURRING STRIPS SECURE 2x�o PT. PLATE TO 1x2P.T. FURRING � II P STRIPS Ito O.G. I" " 1(o" O.C. " " I Ito" O.G. II SLK W/ x9 ANCHOR BOLT W/ LK W/ x9 ANCHOR BOLT W/ S CMU 2" WASHER SET IN SIMPSON S" CMU 2" WASHER SET IN SIMPSON II II HIGH STRENGTH EPDXY 'I : �. 8 CMU 1/2" CWP, WL. BD. " HIGH STRENGTH EPDXY I " EMBED. MIN_ � 32" OG MAX. 1/2 GYP. WL. BD. 1/2 GYP. WL. SD. WOOD BASE WOOD BASE EMBED. MIN. -s 32" OG MAX. UJooD BASE Qd xi .47 e 'THICK, 2 COAT CEMENT Qa . °T1-IICiG, 2 GOAT GEMENT PLASTER APPLIED DIRECTLY PLASTER APPLIED Y R c d 4 d DIRECTLY TO MASON d. d d D Y TO MAS d. a L MASONRY o yd• d� a Q 4 • • C d d 4 4 • •' 1 -STORY GABLE 1 -STORY 1 -STORY GABLE W VAULT CLG. BLOCK WALL ® B LOCK WALL BLOCK WALL SCALE: 3/411= 11-011 -0II 2X4: ® 2X4: CEO 2X4: CM SECURE t0 BLOCK W/ SECURE t0 BLOCK W/ TO BLOCK W/Y4' TAPCON5 OR DRIVE PIN TAPCON5 OR DRIVE PIN SECURESECURE (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 PIN (MM. 81-4 TAPCONS O OSIZER DRIVE VE MIN. HEAD 51ZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT I YA') MIN. EMBEDMENT 1 Y4') WITHIN 8 D OF EACH EN4 WITHIN S' OF MIN. EMBEDMENT 1 0 EACH END t MIN. E S' OF EACH END < 1S' O.C. MAX SPACING. IS" O.G. MAX SPACING. IS' O.C. MAX PAGING. 8 CMU 2Xb: ® 2Xb: ® 2Xb: CEO ' DRYWALL SECURE TO BLOCK W/2-%* NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-34' SECURE TO BLOCK W/1-1/4' NOTE: STRUCTURAL 2X MUST 1`X4' OR 1'X2" P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE t SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL Ix4 P.T. OR �/;"X4" MIN. SECURE BE ON OUTSIDE 4 SECURED (MIN. SHANK 51ZE .145 THRU FRAME t EXTEND I Y¢ MIN. HEAD SIZE .300 34' TAPCON MIN. 1Ya MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 Sift' TAPGON MIN. IY4" MIN. EMBEDMENT 1 Y4) EMBEDMENT INTO BLOCK. We, TAPCON MIN. 1 Y4 MIN. EMBEDMENT 0/4') INTO BLOCK W/ Sift' TAPGONS MIN. EMBEDMENT I Y4') �EMBEDMENT INTO BLOCK. WITHIN S' OF EACH END 4 WITHIN S' OF EACH END t �" GDX OR DRIVE PIN 18' O.C. MAX SPACING. 8 CMU EMBEDMENT INTO BLOCK. WITHIN 8 of EACH END t CM IN. SHANK 51ZE .145' DRYWALL IS" O.C. MAX SPACING. 8' CMU 18' O.G. MAX SPACING. S' CMU TYvEK BU ILD ING WRAP MIN. HEAD SIZE 300 2X8: ® 2X8: ® Y6' DRYWALL MIN. EMBEDMENT 1-Y/ SECURE TO BLOCK W/2 -3/(t' 1'X4" OR I'X2' P.T. NAILER )6' DRYWALL 2X8: WITHIN 8' OF EACH END t 18' TAPCONS OR DRIVE PIN 7fa' O.S.B. X 4' MIN. TAPCONS OR DRIVE PINCURE TO BLOCK S, I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/1-1/4` 1'X4' OR 1'X2' P.T. NAILER PAPER BACK TAPCONS OR DRIVE PIN O.C. MAX SPACING (MIN. SHANK SIZE .145 36' 0.5.8. X 4' MIN. GALV'D MTL. LATH MIN. HEAD SIZE .300 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR CASING TEXTURED WITHINMS''EOFMEACHENT YEND 4 ATTACH TO 2X PER MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW DOOR JAMB OR WINDOWMINWITHIN S OF EACH END d ATTACH TO 2X PER , FINISH WOOD ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. WI O.C. MAX SPACING. MANUFACTURES DETAILS. WITHIN 8 OF EACH END t ATTACH TO 2X PER MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. WOOD WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB !DO NOT EXCEED Ya') NOTE: SHIM AS NEEDED TO PLUMB JAMB !DO NOT EXCEED Y') NOT " CONSTRUCTION DOOR JAMB TO BLOCK +3 4 OR +5 4 E SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) / / DOOR JAMB TO BLOCK +1-15/1,6" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16" = z WINDOW TO BLOCK +3/4 0R +5/4 WINDOW TO BLOCK +1-15 16 N - A C E WINDOW TO BLOCK +3" WINDOW TO BLOCK +3-7/16" .� SCALE: I =1 0 SCALE: 1'=1'-0' SCALE: I'=I'-0' SCALE: I"=1'-0' :.:..t.. l 2X4: Im 2X4: ® 2X4: 8 CMU SECURE TO BLOCK W/ SECURE TO BLOCK W/ $ECU®t0 BLOCK W/ 3ife SECURE TO BLOCK W/Y4' " TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1/2 TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 TAPCONS OR DRIVE PIN '•� MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 (MIN. SHANK SIZE .145 ;. FINISH 'm MASONRY MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ya) MIN. EMBEDMENT I Y4') , MIN. HEAD SIZE I Y4 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X MUST WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN S' OF EACH END < BE ON OUTSIDE < SECURED MIN. EMBEDMENT I Y4') IS' O.C. MAX SPACING. IS' O.C. MAX SPACING. IS" O.C. MAX SPACING. WITHIN MAX EACHSPACND 4 THROUGH NON-STRUCTURAL 2Xb: ® 2Xb: ® 2Xb: SECURE TO BLOCK W/2- ,' SECURE TO BLOCK W/2-%' NOTE: STRUCTURAL 2X MUST 2Xb: ® %* TAPCON MIN. I Y4' SECURE TO BLOCK W/2-%' EMBEDMENT INTO BLOCK. SECURE TO BLOCK W/1-1/4' CEM TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PINF1 NOTE: STRUCTURAL ?X MUST (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL IMIN. SHANK SIZE .145 8' CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE t SECURED WEEP SCREED MIN. HEAD SIZE 300 MIN HEAD SIZE .300 F13�j,' TAPCON MIN. I Y4" MIN. HEAD SIZE 300 Y DRYWALL MIN. HEAD 51ZE 300 THROUGH NON-STRUCTURAL WIT EMBEDMENT I YEN MIN. EMBEDMENT 1 Yd) ON INTO BLOCK. WOOD nT WITHIN S' OF EACH END t WITHIN S' OF EACH END 4 MIN. EMBEDMENT I Y4) I'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT I Y4'1 %' TAPCON MIN. 1-)4" DETAIL y 0 0 D 15' O.C. MAX SPACING. S CMU WITHIN 8 OF EACH END t WITHIN S' OF EACH END t EMBEDMENT INTO BLOCK. IS' O.G. MAX SPACING. 2ND 2X SECURE TO 18' O.C. MAX 5PACING. 8' CMU S' CMU �' DRYWALL IS O.C. MAX SPACING. BLOCK C O I\T N E C T I O N 2X8. ® � DRYWALL 2X8' ® 2XS: ® STRUCTURAL MEMBER W/(2)12d 1'X4' OR 1'X2' P.T.NAILER ZX8' ® DRYWALL SECURE TO BLOCK W/2-�' SECURE TO BLOCK W/2-3)(6 SECURE TO BLOCK W/2- WITHIN 8' OF EACH END 4 b' ' TAPCONS OR DRIVE PIN I'X4' OR i'X2' P.T. NAILER TAPCONS OR DRIVE PIN 1' P.T. X 4' MIN. TAPCONS TO 8' O.C. MAX SECURE TO BLOCK W/I-I/4 SCALE: 1 1/2"=1 '-0° (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 TIN. SHA OR DRIVE PIN TAPCONS OR DRIVE PIN I X4 OR I X2 P.T. NAILER MIK HEADDOOR CASING (MIN. SHANK SIZE .145 DOOR CA51NG (MM. SHANK SIZE .145 1' P.T. X 4' MIN. BE SIZE I Y4 DOOR JAMB OR WINDOW MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD 51ZE 300 DOOR CASING MIN. EMBEDMENT 1 YEN ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4') WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN S' OF EACH END 4 ATTACH TO ?X PER WITHIN S' OF EACH END t ATTACH TO 2X PER MIN. EMBEDMENT I Y4") 18 O.C. MAX SPACING. IS' O.C. MAX SPACING. MANUFACTURES DETAILS. IS' O.C. MAX SPACING. MANUFACTURES DETAILS. WITHIN S OF EACH END t DOOR JAMB OR WINDOW IS' O.C. MAX SPACINCa. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/,4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" B WINDOW TO BLOCK +1-1/2" D WINDOW TO BLOCK +2 1/4)) WINDOW TO BLOCK +3" H WINDOW TO BLOCK +3 3/4 SCALE: 1' =1' - 0' SCALE: 1' =1'- 0' SCALE SCALE: 1"=1'-0' _ : I = I 0 A R C H IT E C T S Design Group,ncc. d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SveDIV. & I�OT: TUS C A SOUTH LOT #5 PROJECT# 1665.054 MODEL - "1"756" GARAGE SVrMG: LEFT PAGE: MONOLITHIC 1- STORY WALL SECTIONS & NOTES ARCHITECT - STATE OF FLORIDA DATE: 03/24/11 SIC AT :1/4"=1'-0" SHEET D3 OP'1 7 w w w w w O O z z q U U AN e � Cil SveDIV. & I�OT: TUS C A SOUTH LOT #5 PROJECT# 1665.054 MODEL - "1"756" GARAGE SVrMG: LEFT PAGE: MONOLITHIC 1- STORY WALL SECTIONS & NOTES ARCHITECT - STATE OF FLORIDA DATE: 03/24/11 SIC AT :1/4"=1'-0" SHEET D3 OP'1 7 F15ERGLASS SHINGLES FIBERGLASS SHINGLES OVER 015 FELT PAPER ON OVER #15 FELT PAPER ON 2x4 BLOCKING BETWEEN �7/leo" O.S.B. SHEATHING OR �" TRUSSES AT FIRST TWO BAYS 16 O.S.B. Sl-4EAT�-ZINC OR CDX PLYWOOD SECURED 4'-0" O.C. (AT SHEATHING CDX PLYWOOD SECURED PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS) PRE -ENG TRUSS MTL. DRIP EDGE PRE -ENG GABLE TRUSS SEE ENERGY CODE FORMS 2x4 SUB -BAND CONT. 2x4 RAT RUN SECURED MTL• DRIP EDGE FOP INSULATION R -VALUES. ALUM. SOFFIT TW/ (2)126's 6 EACH TRUSS 2x4 SUB -BAND" GYPSUM BOARD OR STIFFBACK AT ALL VENTED ALUM. HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" SOFFIT BOARD HIGH (SEE SEALED ENG. DOUBLE TOP PLATE TWIST STRAP VERIFY W/ FOR SIZE 4 CONDITION) TRUSS PLAN SECURE 2x4 PLATE TO SEE ENERGY CODE FORMS WINDOW HEADER SIZE a`x(o" FOR INSULATION R -VALUES. VARIES PER WINDOW WALL W/ THRU-BOLTS OPENING SEE HEADER 32" O.C. MAX THEN 9" GYPSUM BOARD OR SPAN CHART FOR SECURE GABLE TO 2x4 HIGH STRENGTH CLG. DETAILS WINDOW ATTACHMENT AS PLATE W/ 126's S" O.C. MAX 1 " PER MANUFACTURES OR BOARD 16 O.S.B. SHEATHING OR SPECIFICATIONS SECURE GABLE TO DBL DOUBLE TOP PLATE CDX PLYWOOD. TOP PLATE W/ SIMPSON ATTACHED PER NAILING WINDOW SILL HTC4 6 24" D.C. MAX SCHEDULE ON SHEET D5. WINDOW ATTACHMENT AS 2x STUDS -s 1�" O.C- MAX W/ WINDOOW HEADER SIZE R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER 7/a" THICK, 3 COAT CEMENT OPENING SEE HEADER SPAN SPECIFICATIONS PLASTER OVER GRADE ¢" T G SUBFLDOR GLUED CHART FOR DETAILS WINDOW SILL FELT PAPER BACK AND NAILED AS PER 1i r METAL LATH OVER NAILING SCHEDULE 16 D.S_B. SHEATHING OR 2x STUDS -a 1(o" O.G. MAX W1 APPROVED HOUSE WRAPGDX PLYWOOD. R-11 BATT. INSUL. MIN. OR GRADE "D" FELT ATTACHED PER NAILING PAPER SCHEDULE ON SHEET D5 3-" T 4 G SUBFLOOR GLUED NOTE: SHEATHING MUST/a' THICK, 3 COAT CEMENT AND NAILED AS PER NOT3REAK 1'-0" MIN, PLASTER OVER GRADE NAILING SCHEDULE FROM 2ND FLR LINE "D" FELT PAPER BACK PRE -ENG FLOOR TRUSS METAL LATH OVER 2x4 CONT. a TOP AND(fNSTALL PER MFG. SPECS.) APPROVED HOUSE WRAP BT. OF FLR TRUSS (TOP OR GRADE "D' FELT 2x-4 SUPPORTS BT GYPSUM BOARD OR PAPER FLATE OF 2ND FLR, BT. HIGH STRENGTH CLG. 2x4 IS FOR WALL BOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRUSS SHEATHING NAILER) CONC. FELLED LINTEL BLK NOT BREAK 1 -0 MIN. (INSTALL PER MFG. SPECS.) W/ ( I) #5 REBAR CONTINUOUS FROM 2ND FLR LINE GYPSUM BOARD OR 1' WEEP SCREEDHIGH STRENGTH CLG. (SEE DETAIL 2 A) R- 4.2 BATT. INSUL. 2x4 CONT.,s TOP AND PRECAST LINTEL Bt. OF FLR TRUSS (TOP BOARD EMBED. STRAP VERIFY 2x4 SUPPORTS BT CONC. FILLED LINTEL BLK W/ TRUSS PLAN WINDOW ATTACHMENT AS PLATE OF 2ND FLR, BT. W/ (1) 05 REBAR CONTINUOUS PER MANUFACTURES 2x4 IS FOR WALL SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL "THICK, 2 GOAT CEMENT PRECAST SILL WINDOW ATTACHMENT AS PLASTER APPLIED (ll 05 REBAR VERTICALLY WEEP SCREED PER MANUFACTURER DIRECTLY TO MASONRY W/ CONC. POUR CELL (SEE DETAIL 2A) SPECIFICATIONS 1x2 P.T. FURRING STRIPS PRECAST SILL 2—STORY 1&" O.G. EMBED. STRAP VERIFY (1) *5 REBAR VERTICALLY S" CMU W/ TRUSS PLAN W/ CONC. POUR CELL FIRST FLOOR 1/2" GYP. WL. BD. J"THICK, 2 GOAT CEMENT Ix2 P.T. FURRING STRIPS BLOCK SECOND WOOD BASE PLASTER APPLIED Q leo " O.C. FLOOR FRAME DIRECTLY TO MASONRY all CMU 1 SCALE: 3/4"=1'-0" 1/2" GYP. WL. BD. 2— STORY GABLE FIRST FLOOR .. wooD BASE 8 �-a-- BLOCK SECOND 1A FLOOR FRAME SCALE: 3/4"=V-0" 16 O.S.B. SHEATHING OR CDX 2x STUDS 1(o" O.C. MAX W/ PLYWOOD. ATTACHED PER R-11 BATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS e 16" D.C. MAX W/ -1/161, O.S.B. OR CDX 3" T 4 G SUBFLOOR GLUED s D5 R-11 BATT. INSUL. MIN. J"THICK, 3 COAT CEMENT i" T 4 G SUBFLOOR GLUED TYVEK BUILDING WRA AND NAILED AS PER NAILING SCHEDULE PLASTER APPLIED TO METAL AND NAILED AS PER PAPER BACK LATH OVER 2 LAYERS OF NAILING SCHEDULE GALV'D MTL. LATH GRADE D BU ILD ING PAPER 1/5" TEXTURED OR PAPER BACKED LATH FINISH .3 WOOD OVER AN APPROVED HOUSE WOOD WEEP SCREED WRAP CONSTRUCTION 2x4 CONT. ,s TOP AND BT. OF ----------------- FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND +:.;:: PRE -ENG FLOOR TRUSS FLR, BT. 2x4 IS FOR WALL PRE -ENG FLOOR TRUSS S" CMU SHEATHING NAILER) " GYPSUM BOARD OR 1/2" TEXTURED SIMPSON HETA-fro EMBED. •` WEEP SCREED � � Y STRAP e 32" O.C. MAX VERIFY HIGH STRENGTH CLG. 'f FINISH MASONRY W/ TRUSS PLAN (SEE DETAIL 2A) BOARD EMBED. STRAP VERIFY GYPSUM BOARD OR 2" W/ TRUSS PLAN CONC. FILLED LINTEL BLK HIGH STRENGTH CLG. BOARD '"THICK, 2 COAT GEMENT W/ (1) #5 REBAR CONTINUOUS PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ DETAIL WOOD TO 2 PERPENDICULAR PRE—ENG FLOOR TRUSS LOCK CONNECTION SCALE: 3/411=11—onSCALE: 1 1/2 = I -0, A RCN ! T E C T S Design Group in�. .41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bd esi gn gro u p.co m AA #: 0003325 SUBDIV. do LOT: TUS C A SOUTH LOT #5 PROJECT# 1665.054 MODEL• "1756" GARAGE SWING: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA NO DA : 03/24/11 SCALE: 1/4"=1'-0" SHEET D4 OF1 7 w w d d n o z 0 0 zCIO z O O A 0 A � �10 – m SUBDIV. do LOT: TUS C A SOUTH LOT #5 PROJECT# 1665.054 MODEL• "1756" GARAGE SWING: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA NO DA : 03/24/11 SCALE: 1/4"=1'-0" SHEET D4 OF1 7 *NOTE: NAIL 5HE,4THING TO ALL 2X A5 PER EXT. 5HEATHING NAILING, 56 4" O.C. r'IAX EDGES 4 (O" -S" O.C. MAX IN THE MELD PRECAST HEADER(MIN)- 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND I8' O.G. MAX. MIN 1-1/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') S' FROM EACH END AND IS' O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND IS' O.C. MAX. MIN 1-1/4' EMBEDMENT DBL. TOP PLATE 2X4 16' O.G. MAX. SECURg 2X4 TO WOOD W/2 -12d 0 6'-8' O.G. STAGGERED SECURE 2X4 W/ 2-%' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 UJ/IN S' EA. END NOT TO EXCEED 18' O.C. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER BLK. EA. END 2X4 STOLID BLOCKING— SECURE TO SHEATHING W/ MIN. 2-12d PER BLK. EA. END l/16' OSB SHEATHING CMU WALL ARCHWAY DETAIL 1 16 AND UNDER 3 EXTERIOR ARCHWAY lO X,' O.S.B. ORA- PLYWOOD SHEATHING 2O "15 BLDG. FELT 0 24' WIDE 26 GA. GALVANIZED METAL FLASHING MUST ADD D1910, 36" WIDE AND AND MUST BE A MIN 24' WIDE METAL. O FIBERGLASS SHINGLES PRE- AB TRU55 1/2' CLG. BOARD 4 TEXT. SIMPSON SP4 2X4 DSL. TOP PLATE 0 EVERY 1/2' DRYWALL OTHER STUD 2X4 WOOD STUDS 016' O.C., U.N.D. ON TRUSS PLAN 2X4 CONT. 5TRE55 1r_BLOCKING MID -WALL 2X4 Pt. PLATE SIMPSON 51=4 m 32' O.G. MAX 1/21X9' A.5.321 O.C. 1' EMBEDMENT ° CONG. SLAB 2 05's CONT. 1—STORY INT. BEARING WALL SCALE: 112'-V-0" NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. DBL. TOP PLATE 2X4 16'0.C. MAX SECURE 2X4 W/ 2 -Nd. TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y{ LU/IN 6' EA. END NOT TO EXCEED 18' O.C. MAX 2X4 SOLDC BLOCKING SECURE TO SHEATHING WITS MIN. 2-12d PER BLK. EA. END EXTERIOR ARCHWAY WITH WINDOW ARCI�WAY DETAIL qy___lL6 AND UP SCALE: 1/2"= I'-0' CLOSED VALLEY FLASHING DETAIL N.T.5. PRE -ENG TRU55 DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS * 16" O.C. MAX J' T 4 G SU15FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMP50N MSTA-36 a 32' O.C. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS a 16" O.G. MAX 1/2' GYP. WL. BD. SECURE EST. PLATE TO SLAB W/ J'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. SIMPSON SP4 6 32' O.G. MAX ►f INT. 2—STORY L.B.W. SCALE: 1/2"=1'-0' DBL. TOP PLATE SECURE 2 X RIP TO FIT W/2 -12d$ 6"-5' O.C. MAX. 1/5' TEXTURED FINISH 1/16' OSB SHEATHING 2 X 4 16' O.G. MAX. (WHEN OVER 16' IN HIEGHT.) 2 X 4 (WHEN OVER 16' IN HIEGHT.) 1/4' TEMPERED MASONITE GLUE 4 NAIL W/Sd'S S"-12' O.C. IF NEEDED. 2 X SOLID BLK'G 0 ARCH SECURE 111/2-12d EACH END ATTACHMENT PER MANUFACTURER'S SPECS. MTL WDW FRAME *NOTE: NO GAP WPW FRAME TO EXCEED 1/4' ARCHWAY DETAIL A CUTAWAY SCALE: I/2' =1' 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/41) 8' FROM EACH END AND IS' EXISTING BLK ABV. PRECAST HEADER(MIN) 1/4' TEXTURED FINISH 2 X 4 (MIN 2 X 3J 1-3/16 TAPCON 1/8' TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZEJ45 (2) 2x4 "2 S.Y.P. DIAGONAL BRACE W/ (3) MIN HEAD SIZE 300 12d's * EACH TRUSS (DIAGONAL MIN HEAD SIZE 300 X -BRACING t0 COVER 5-TRU5506ES MIN EMBEDMENT 1 1/4') 1/16' OSB SHEATHING MIN EMBEDMENT 1 1 G'f BOARD OR 2 X 4 16' O.G. MAX. S' FROM EACH END AND 1S' S' FROM EACH END AND 18' (WHEN OVER 16' IN HEIGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT DIAGONAL BRACE s CENTER OF TRUSS SPAN OR HIGHEST RIDGE. 2 X 4 (WHEN OVER 16' 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2X4 Bt. PLATE O.C. MAX. MIN 1-1/4' EMBEDMENT OR DRIVE PIN (MIN SHANK SIZE.145 0'-0' TO 30'-0' (U X -BRACE 2 X SOLID BLK'G 0 ARCH MIN HEAD SIZE 300 DORMER 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON MIN EMBEDMENT 1 1/4'1 9 GABLE X -BRACING SCALE: 1/2"-V-0- 8' FROM EACH END AND 18" ATTACHMENT PER OR DRIVE PIN (MIN SHANK SIZE.145 MANUFACTURER'S SF'EC'S. MTL WPW FRAME 1/4' TEMPERED MASONITE 'NOTE: NO GAP WDW FRAME MIN HEAD SIZE 300 TO EXCEED 1/4' MIN EMBEDMENT 1 1/4") 0 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 1/1(o' OSB SHEATHING MIN EMBEDMENT 1 1/4') 2X4 16" O.C. MAX. 8' FROM EACH END AND 18" (WHEN OVER 16' IN HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BLK. EA. END ARCI�WAY DETAIL qy___lL6 AND UP SCALE: 1/2"= I'-0' CLOSED VALLEY FLASHING DETAIL N.T.5. PRE -ENG TRU55 DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS * 16" O.C. MAX J' T 4 G SU15FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMP50N MSTA-36 a 32' O.C. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS a 16" O.G. MAX 1/2' GYP. WL. BD. SECURE EST. PLATE TO SLAB W/ J'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. SIMPSON SP4 6 32' O.G. MAX ►f INT. 2—STORY L.B.W. SCALE: 1/2"=1'-0' DBL. TOP PLATE SECURE 2 X RIP TO FIT W/2 -12d$ 6"-5' O.C. MAX. 1/5' TEXTURED FINISH 1/16' OSB SHEATHING 2 X 4 16' O.G. MAX. (WHEN OVER 16' IN HIEGHT.) 2 X 4 (WHEN OVER 16' IN HIEGHT.) 1/4' TEMPERED MASONITE GLUE 4 NAIL W/Sd'S S"-12' O.C. IF NEEDED. 2 X SOLID BLK'G 0 ARCH SECURE 111/2-12d EACH END ATTACHMENT PER MANUFACTURER'S SPECS. MTL WDW FRAME *NOTE: NO GAP WPW FRAME TO EXCEED 1/4' ARCHWAY DETAIL A CUTAWAY SCALE: I/2' =1' 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/41) 8' FROM EACH END AND IS' EXISTING BLK ABV. O.C. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/8' TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 (2) 2x4 "2 S.Y.P. DIAGONAL BRACE W/ (3) 0 12d's * EACH TRUSS (DIAGONAL MIN HEAD SIZE 300 X -BRACING t0 COVER 5-TRU5506ES (3) 12d's EACH END 1/16' OSB SHEATHING MIN EMBEDMENT 1 1 G'f BOARD OR 2 X 4 16' O.G. MAX. S' FROM EACH END AND 1S' STUDS a 16' O.G.NQT (WHEN OVER 16' IN HEIGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT DIAGONAL BRACE s CENTER OF TRUSS SPAN OR HIGHEST RIDGE. 2 X 4 (WHEN OVER 16' 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2X4 Bt. PLATE 16' IN HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.145 0'-0' TO 30'-0' (U X -BRACE 2 X SOLID BLK'G 0 ARCH MIN HEAD SIZE 300 DORMER SECURE W/2 -12d EACH END MIN EMBEDMENT 1 1/4'1 9 GABLE X -BRACING SCALE: 1/2"-V-0- 8' FROM EACH END AND 18" ATTACHMENT PER O.C. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S SF'EC'S. MTL WPW FRAME 1/4' TEMPERED MASONITE 'NOTE: NO GAP WDW FRAME GLUE < NAIL W/Sd'S 8'-12' OG TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL B CUTAWAY SCALE: 1/2' =1' -0" ASPHALT SHINGLES OVER N 15 FELT ON 1/16' O.S.B. PRE -ENG TRUSSES OR PRE -ENG GABLE TRUSS CONY. FRAMED RAFTERS SPF STIFFBACK (SEE 5EALD ENG. PACK FOR SIZE 4 CONNECTION) x4 5" BLOCKING 5TWEEN 55E5AT FIRST TWO BATS 4'-0' O.G AT SHEATHING FFIA O.S.B. SHEATHING OR GDX PLYWOOD SECURED PER NAILING SCHEDULE 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 1x6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1x8 NAILER SECURE t0 TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS a EA. TRUSS RAFTER TO TRUSS MTS -12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENG TRUSSES PRE -ENG. TRUSS ALTERNATE CONNECTION M5TA-24 RAFTER TO BLK'G BETWEEN TRUSSES FIBERGLASS SHINGLES OVER s 15 FELT ON 1/16' O.S.B. CONV. FRAMED ROOF SCALE: I/2 ' 0'-0' TO 30'-0' (1) 'X' BRACE 30'-1' t0 60'-0' (3) 'X' BRACE (I 'X' BRACE 6 CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) (2) 2X4 02 SYP DIAGONAIL BRACE W/ 3-12d a EA TRUSS l DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 1/16" OSB SHEATHING — USE ad NAILS AT 4" oz. EDGE 4 6" oz. FIELD 2X4 W/3/51X5 LAG *32' O.C. OR SIMPSON MSTA-24 0 32' O.G. SHEATHING NAILING TO BE 6'-S' O.C. M FIELD 4' O.G +BALL EDGES W/Sd NAILS SCALE: 1/2"=V-0' FINISH a LANDING 3/4" PLYWOOD F.F. DSL 2X(o LANDING FINISH a LANDING - 3/4" PLYWOOD F.F. TRUSS 24' oz. 1/2' CLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) 12d a EA. TRUSS 2X4 SYP RAT ADJACENT To DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16" O.C. MAX. " 1115 UPLIFT SIMPSOM HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL N 2350 UPLIFT (2) SIMPSOM HTSM20 ONE EA. SIDE OF TRUSS OPPOSITE SIDE OF BLOCK W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2' APART 1 � TRUSS ANCHOR RETROFIT N.T.S. 12" IQz l 3/4" PLYWOOD WITH 4 12 -D COMMONS DETAIL NAILED THRU 3/4" PLYWOOD INTO EACH STRINGER 3-2x12 5YP STRINGER ' D5L 2X12 REINFORCED W/2X4 SPF OR JOIST W/CONT. BEAD OF 5U8 -FLOOR ,ADHESIVE PL -400 OR SIMILAR EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3)#a 3" SCREWS a EA STRINGER, UNTHREADED SHANK TO EXTEND 5EYOND THICKNESS OF 5U5 -FLOOR SHEATHING NOTE STAIRS RISERS TO CONFORM TO FBG 2001 2R+IT=24"-25" 3/1(o" MAX. VARIATION IN RISER5/TREAD6 ADJACENT TO EACH OTHER 3/S" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 13/411 +-1/4" OR PROVIDE EQUIVALENT GRA5iPA5IL ITY WINDERS- MIN. (o" WIDE a NARROW END MIN. I1" WIDTH a 12" FROM NARROW END 34" MIN. HANDRAIL HGT. 36" MIN. FINISH WINDER DETAIL 2X12 TREAD CUT TO FIT 1X8 RISER 10' LE55 THAN 4" TYP. BETWEEN SPINDLES IFA (3) lod CUT NAILS 2X4 P.T. SLEEPER INTO SL A�3 �HANC 1/2" DRYW 1XIO 1 1u NOSING �Q r IN 1 � STAIR SECTION DETAILS SCALE: 3/4'=11-011 A R C N I T E C T$ Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h �-- CONT. 2x4 SPF RAT RUN SECURED W/ (2) 12d's a EACH TRUSS 2x4 BLOGKING UNDER (2) 2x4 "2 S.Y.P. DIAGONAL BRACE W/ (3) WALL STUDS SCURE 12d's * EACH TRUSS (DIAGONAL BETWEEN TRUSS BAYS W/ X -BRACING t0 COVER 5-TRU5506ES (3) 12d's EACH END G'f BOARD OR 2x DOUBLE TOP PLATE HIGH STRENGTH CLG. H S STUDS a 16' O.G.NQT 60ARD MTS -12 a EVER STUD DIAGONAL BRACE s CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE 0 ANY SPAN 15'-0" OR GRATER REFER TO 2X4 Bt. PLATE TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-0' (U X -BRACE 30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE 0 CENTER AND (2) DORMER BRACE DIVIDED EQUALY FROM CENTER TO END S ATTACHMENT SCALE: I/2"=1'-0' 9 GABLE X -BRACING SCALE: 1/2"-V-0- 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 1x6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1x8 NAILER SECURE t0 TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS a EA. TRUSS RAFTER TO TRUSS MTS -12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENG TRUSSES PRE -ENG. TRUSS ALTERNATE CONNECTION M5TA-24 RAFTER TO BLK'G BETWEEN TRUSSES FIBERGLASS SHINGLES OVER s 15 FELT ON 1/16' O.S.B. CONV. FRAMED ROOF SCALE: I/2 ' 0'-0' TO 30'-0' (1) 'X' BRACE 30'-1' t0 60'-0' (3) 'X' BRACE (I 'X' BRACE 6 CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) (2) 2X4 02 SYP DIAGONAIL BRACE W/ 3-12d a EA TRUSS l DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 1/16" OSB SHEATHING — USE ad NAILS AT 4" oz. EDGE 4 6" oz. FIELD 2X4 W/3/51X5 LAG *32' O.C. OR SIMPSON MSTA-24 0 32' O.G. SHEATHING NAILING TO BE 6'-S' O.C. M FIELD 4' O.G +BALL EDGES W/Sd NAILS SCALE: 1/2"=V-0' FINISH a LANDING 3/4" PLYWOOD F.F. DSL 2X(o LANDING FINISH a LANDING - 3/4" PLYWOOD F.F. TRUSS 24' oz. 1/2' CLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) 12d a EA. TRUSS 2X4 SYP RAT ADJACENT To DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16" O.C. MAX. " 1115 UPLIFT SIMPSOM HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL N 2350 UPLIFT (2) SIMPSOM HTSM20 ONE EA. SIDE OF TRUSS OPPOSITE SIDE OF BLOCK W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2' APART 1 � TRUSS ANCHOR RETROFIT N.T.S. 12" IQz l 3/4" PLYWOOD WITH 4 12 -D COMMONS DETAIL NAILED THRU 3/4" PLYWOOD INTO EACH STRINGER 3-2x12 5YP STRINGER ' D5L 2X12 REINFORCED W/2X4 SPF OR JOIST W/CONT. BEAD OF 5U8 -FLOOR ,ADHESIVE PL -400 OR SIMILAR EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3)#a 3" SCREWS a EA STRINGER, UNTHREADED SHANK TO EXTEND 5EYOND THICKNESS OF 5U5 -FLOOR SHEATHING NOTE STAIRS RISERS TO CONFORM TO FBG 2001 2R+IT=24"-25" 3/1(o" MAX. VARIATION IN RISER5/TREAD6 ADJACENT TO EACH OTHER 3/S" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 13/411 +-1/4" OR PROVIDE EQUIVALENT GRA5iPA5IL ITY WINDERS- MIN. (o" WIDE a NARROW END MIN. I1" WIDTH a 12" FROM NARROW END 34" MIN. HANDRAIL HGT. 36" MIN. FINISH WINDER DETAIL 2X12 TREAD CUT TO FIT 1X8 RISER 10' LE55 THAN 4" TYP. BETWEEN SPINDLES IFA (3) lod CUT NAILS 2X4 P.T. SLEEPER INTO SL A�3 �HANC 1/2" DRYW 1XIO 1 1u NOSING �Q r IN 1 � STAIR SECTION DETAILS SCALE: 3/4'=11-011 A R C N I T E C T$ Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W W 0 W 0 13 0. Z z 64 0 Cl E~ SUBDIV. ac LOT: TUSCA SOUTH LOT #5 PROJECT# 1665.054 MODEL: 1'756" GARAGE SVFMG: LEFT PAGE: misc. DETAILS ARCHITECT - STATE OF FLORIDA Q IPP `"} JAM CANTWELL NO 12079 DATE: 03/24/11 SCALE: 1/4))=11-0 P$ SHEET D 5 OFl 7