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2240 Tulip Valley Pt 12-1161 (a)FOR: 0 of- fCoOFSr wu�w. u,rhortori,. com CBC1 25223012 5850 T. G. LEE BLVD. SUITE 600 ORLANDO, FL 32822 TeL (407)850-5200 F=ax: (407)850-5300 ABV. • STATE OF FLORIDA DESIGN CRITERIA: 3203 5Q. FT. TOTAL ELEV. "G, D CERTIFIED BUILDING CONTRACTOR: *FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. MIN, W/2009 SUPPLEMENT ADL METAL THRESHOLD *2007 FLORIDA FIRE PREVENTION CODE ALT, D.R. H0RT0N HOMES NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION :ALL BAD 5850 T.G. LEE BLVD. SUITE 800CAB, LOCAL AND STATE CODES CL PL PROPERTY LINE CLG ORLANDO, FL, 32822 PH. CLR. TEL: (40"7) 850-5200 PLATE CCPT. PLYWOOD PR. C.T. FAX: (407) 850-5300 •OCCUPANCY - RESIDENTIAL, GROUP R3 D• RISER * CONSTRUCTION TYPE - VB Dom' -D.G. R.A.G. • MIN. INTERIOR FINISH — CLASS B DIA. REFRIGERATOR *BASIC WIND SPEED — 120 MPH (M/S) DSP. R.O. • 1—STORY RESIDENCE — DP. SOLID CORES EXT DR • STATE OF FLORIDA o2—STORY RESIDENCE — MAX. HEIGHT AS PER nS. SINGLE HUNG LOCAL AND STATE CODES ��: PROFESSIONAL ARCHITECT: EA.. SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 JAMES CANTWELL* USED FOR DESIGN INCLUDE: ELEV. $XH. SL. CONCRETE MASONRY RESIDENTIAL SL. GL. AR N O . 12079 *CONSTRUCTION WOOD FRAME CONSTRUCTION EXT' F.G./FX . SWS • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G. A.B. DESIGN GROUP, INC. FIN. FLR, SQ.FT. CALL. S 1441 NORTH RONALD REAGAN BLVD. FLUOR. FTG. T.O.C. LONGWOOD, FLORIDA 32750 LIVINCs �1sT.� 1,174 S0. T. FTG. Tel: (407) 774-6078 LIVING (2Np.) 1,54b 5G2. 1=T. GA. GAR. DISP. Fax: (407) 774-4078 G.F.I. GL. TOTAL LIVINGS 2,72® 5Q. FT. ENTRY ELEV. 'A" 4 1117" 57 SQ. FT, GYP. BD. H.B. VAPOR PROOF ENTRY i=LEV. 'c, ©4 E' 123 50. FT. H.C. HDR. FLAN REVIEW WITH GARAGE x.29, SQ. FT. HOT. OR HT INSUL, INT. DATECHECKED BY: TOTAL ELEV. "A' 4 'G" 3203 5Q. FT. TOTAL ELEV. "G, D 8 E" 32(,9 SQ. FT. PATIO OPT. COVERED PATIO 35 50. FT, 80 50. FT. ABBREVIATIONS ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER LINE CABINET C MINO CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. LAVATORY LOM. LUMIlVOUS M.C. MEDICINE CABINET MFR MANUFACTURER MIN, MNIMUM M.T. METAL THRESHOLD MTD. MOUNTED MIL. METAL N.T.S. NOT TO SCALE O.C. ON CENTER PL PROPERTY LINE P.B. PUSH BUTTON PH. PHONE PLT. PLATE PLYWD. PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RISER RAD. RADIUS R.A.G. RETURN AIR GRILL REF. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. SOLID CORES EXT DR S.D. SMOKE DETECTOR S.H. SINGLE HUNG SHT. SHEET SHTHG. SHEATHNG SHWR, SHOWER SIM. SIM11LAR SL. SLIDING SL. GL. SLIDING GLASS STD. STANDARD SWS SHEAR WALL SECTION TEMP. TEMPERED GLASS TIM THICK T.O.C. TOP OF CURB T.Q.P. TOP OF PLATE T.O.S. TOP OF SLAB TYP. TYPICAL UN.O. UNLESS NOTED OTHERWISE V.P. VAPOR PROOF W. WASHER W/ WITH WD. WOOD WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON REVISIONS REV. 1 DATE 05/09/11 DESCRIPTION CONTROL DATE Q 03/fig/lm R_ MACDONALD ELEVATION REVI5IONS Q3 03/30/1® R_ MACDONALD REVISIONS ® 05/13/10 R- MACDONALD REV151ON5 Q 05/12/11 STANDARDIZED SOUTHERN ENGINEERING Q 06/16/1) SAW CRASS 5A'i' ELEVATIONS "D" 4 "E" Q 01/10/11 ADD NEW TRUSS LAYOUT FROM F'RO5UILD A,f34C A 0i/19/11 F'RO51JILD ELEV. E FOR SAWGRASS E5AY ® 01/22/11 AF'1=L1ED REVISIONS FROM 2121 f'ER R -M. N 01/25/11 ADD NEUU TRU55 LAYOUT FROM GCA, ELEV. SOC II 08/09/11 ADD NEW TRU65 LAYOUT FROM GCA, ELEV. ,4,540 12 08/09/11 i=RO5UILD TRU55 ENCS. ELEV. D 4 E 13 09/14/111 RELOCATED A/C TO SECOND FLOOR LAUNDRY 1� 12/05/11 ADDED OPTION 4068 DR TO O. 5ATH I=ER R. MACDONALD 15 01/18/12 AE'E'LIED WALL 455EM5LY DETAILS TO i=LAN 16 01/21/12 REVISED 1/2 WALL w 15T FLR STAIRS TO OREN RAIL A ??/??/?? 12010 F5C UFTI)ATE INDEX OF DRA4YINGS SHEET # DESCRIPTION PG C1 -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- FIRST FLOOR PLAN PG 3- SECOND FLOOR PLAN PG 4B -ELEVATION "B" " FRONT & REAR PG 5B -ELEVATION "BLEFT & RIGHT PG 5B.1 -WALL ASSEMBLY ELEVATION "B" PG 6BC-FLOOR FRAMING PLAN ELEVATION " PG 7BC-ROOF FRAMING PLAN ELEVATION "B� PG 8 -FIRST FLOOR ELECTRICAL PLAN PG 9 -SECOND FLOOR ELECTRICAL PLAN PG 10 -FIRST & SECOND FLOOR MECHANICAL PLANS PG 11 -CABINET LAYOUTS PG D1 -FOUNDATION DETAILS PG D2-MISC. DETAILS PG D3 -1 -STORY WALL SECTIONS PG D4-MISC. DETAILS PG D5-MISC. DETAILS PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS a-� A R C H IT E C TS Design Group Inc. [1441 N. RONALD REAGAN B LVD. LONGWOOD, FL 32750mPH: 407-774-607 FAX: 407-774-407 www.abdesigngroup AA #: 0003325 SUSDIV. & LOT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MODEL: "2720" GARAGE SWING: LEFT PAGE: COVER PAGE ARCHITECT STATE OF FLORIDA 0 7 2012 NO 03/06/12 v7\rrii T- 4. 1/4"-11 -0 1 3 0�ctlic SHEET I op� C:) w N z [K O O W LU D O Lu <I <C di., ti SUSDIV. & LOT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MODEL: "2720" GARAGE SWING: LEFT PAGE: COVER PAGE ARCHITECT STATE OF FLORIDA 0 7 2012 NO 03/06/12 v7\rrii T- 4. 1/4"-11 -0 1 3 0�ctlic SHEET I op� C:) 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 AREAS FOLLOWS, A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 II. ATTICS WI 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 WIND LOAD CRITERIA BASIC WIND SPEED 120 MPH WIND IMPORTANCE FACTOR (IW) 1.0 EXPOSURE CATEGORY B WIND DIRECTIONALITY FACTOR (KD) 0.85 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 FORALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/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 1 318 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 1/2 -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 1/ -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 6% 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 F'm =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 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN 1/ 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/0R 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, AGI 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: I. #5, W31 OR D31 AND SMALLER 2" 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 11/11 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: 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.) MACHINE STRESS RATED 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. 1/2" 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 SCREWED. 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 FORAPPROVAL 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, 8" 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. FBCR311.2. A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 SUSDIV. & LOT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MODEL: „2'720" GARAGE SWING: LEFT PAGE: GENERAL NOTES ARCHITECT - STATE OF FLORIDA 1 NO 1 DATE: 03/06/12 SCALE: 1/4"=1'-0" SHEET ,C] I N OF2 on o � Q OL � b o � 0 u z o � GCa \ LIQ h• h. 00 SUSDIV. & LOT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MODEL: „2'720" GARAGE SWING: LEFT PAGE: GENERAL NOTES ARCHITECT - STATE OF FLORIDA 1 NO 1 DATE: 03/06/12 SCALE: 1/4"=1'-0" SHEET ,C] I N OF2 on (i � NOTE: *A/C, LINES FROM AIR HANDLER UNIT TO CONDENSOR TO SE RAN IN ATTIC. *ENTRY AND LANAI SLAMS TO 5E POURED AT FINAL POUR WITH DRIVEWAY lulww"ll"I'll I-_ __ 13' -'3"4 141-011 4— 24°x24"x12" 4 11 CONC.PAD CONC, P1 W/3*515 E.W. SLAB ON AIRS MIN, 3NI COVER -3 ►/2" aW J). COVERED PATIO SECURE STRAP TO CONIC. W/ (2)-3/16"X2' TAP -CONS CONC. SLA5 A/C UNIT SIMPSON W5 ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) *5x1 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD D A R C H 1T EC TS 04Deign Gro u p I nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com IAA #: 0003325 SUHDIV. & IAT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.000 MODEL: ])2720 , GARAGE SWING: LEFT PAGE: FOUNDATION PLAN ARCHITECT: STATE OF FLORIDA DAT*Z: 03/06/12 SCALE:1/4" 1'-0"' SHEET o>1P0 W w D U � � W W � <C 0. n :3 u- Q � q U � (P l~ h• � h• e w J.► J 00 SUHDIV. & IAT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.000 MODEL: ])2720 , GARAGE SWING: LEFT PAGE: FOUNDATION PLAN ARCHITECT: STATE OF FLORIDA DAT*Z: 03/06/12 SCALE:1/4" 1'-0"' SHEET o>1P0 34'-I®l 24'-211 141-011 a'-0° I 1 W 1 1 S) cis 1 CV ■ ■ 1 f N ■ 1 ■ cq (lq i t{1 ■ 1 ml) c{1 1 _m m 1 1 211 1 ■ IcJ' -4" r 1 m 13'-2" ■■ ■■ ■ ■ ■ ■ ■ ■ ■ -11-1011 1'-011 12'-0" ■ 2 _, -DOWEL PLAN A R C H ITEC Ts '01!!) L REAGAN BLVD., FL 3275074-6078774-4078ngraup.cam003325 ti W uu w w � � Q 4 Q 0 � � � � 0 w q U CC 4"1 q � � M IP SU19DIV. & XOT:TUSCA PLACE NORTH LOT #7 ROJECT# 2108.009 MODEL: "2720" GARAGE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA R 0 7 2012 JAME CANTWELL A NO 12079 PRI1 T DATE: 03/06/12 SCALL: 1/4"=1'-0" ZHEET I A (� A R c H !T EC TS Desig n Groupn�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 sUHDIV. & LOT: TUSCA PLACE NORTH LOT #"7 PROJECT# 2108.000 MODEL: "2"720" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (CAST—CRETE) ARCHITECT, STATE OF FLORIDA ZAR M 209 JAESTWELLAR2+79 PRINT DATE: 03/O6/12 SCALE: 1/4"-1'-0" La w W L lU La � Z 0 0 Lo � m ti ry �Q LOP sUHDIV. & LOT: TUSCA PLACE NORTH LOT #"7 PROJECT# 2108.000 MODEL: "2"720" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (CAST—CRETE) ARCHITECT, STATE OF FLORIDA ZAR M 209 JAESTWELLAR2+79 PRINT DATE: 03/O6/12 SCALE: 1/4"-1'-0" uj .Ilj74 CONCRETE 1= RODUCTS, INC. P.O. Bax 219 ZELLWOOD, FL 321138 (401) 8864511 I-500-Ga54-5139 FAX 401-886-01c3b LINTEL No, LENGTH TYf=E COMMENTS L -I 17'-4" 8/28-5-IU/1L �Crlolrrwl �rrU /Irl�rA r dlil rr�rr lrlr;lif �C/A l�lil/iJ�rllA A'�J�rrl/r .r: rl L-2 4'-8' 8/22-5-IU/mL RECESSED L-3 4"-6' 8/16-5-11LI/OL 19/82-$-0L L-4 414o' 8/16-5-1U/0L y��t..l/...,.J�rll/,,,•„� L -S 4'-6' 8/16-5-1U/0L � L-6 4'-6' 8/16-5-1U/0L Precast L-1 �� 8/16-5-1U10L //: �rjir]Val_�F/ils7>i>I!!-7/iil•�1��I=5.1c>♦�j[ss L-8 -41'-/6' I -r0 6"/8-5-IUAL 8491 L-9 4'-6' 6/16-5-1WOL 10000 L-10 4146' 8/16-S-1U/OL ��1:r1.a��'�T�>•�rn��s-7-7/1= L-11 4'-6" 1 8ll(o-S-1U/0L 4011 8" LINTEL UPLIFT N.R - Not Recommended 12" LINTEL GRAVITY 899 LINTEL GRAVITY LINTEL SAFE LATERAL LOADS (PLFI Lerg SAFE GRAVITY LOADS (PLF) 1'1 FILLIC> TOTAL6, �Crlolrrwl �rrU /Irl�rA r dlil rr�rr lrlr;lif �C/A l�lil/iJ�rllA A'�J�rrl/r .r: rl Iwo 6/8-$-0L IST!/I/IJ_rI!IlI!!�_r//I// ryT!/� /r a120-5-fL ONE arfxa��im.l.'l.J�r .',,al/��rlr �cic}sy�sE'i]E%l�fr / /7vl�r! /I/h'oJ�f/ .rfu7�riipiuoJ�ra�ri ! ��'r7%�far�l�-��f 19/82-$-0L !•J��r ��cwfs��,T��7!/ss'.�irxj>■� PLAIN y��t..l/...,.J�rll/,,,•„� 5/12 -5 -IL 8/16-5-1L laprJ�jirli ri rJ�r/I/�o:ol � V-10' ate!xs:a10 w};T/ryrm 0 0 wia-3 m 00SL,Im00�,-= 0 0 Lraw'00&Z'&M00aiy.Zm�aol1 00K2 L4aP.14 Aru.u'oJ 5'-4' Precast ale �m Ia 00w1jr'>•0 0 wrz1-a0 0 w.1a,�L_=��1-�.� �� 10000 //: �rjir]Val_�F/ils7>i>I!!-7/iil•�1��I=5.1c>♦�j[ss 2+000 0000 f�1lf•�_�:+�s=>•■I��.,��I��Yr>ra��rsa�siwrr.>Ilf• 8491 10000 �T=�I�L-:'J��T!1��” _+ r>•� 1:1•e� �a:7ar>•ifiRCil, 10000 10000 10000 10000 T-8' ��1:r1.a��'�T�>•�rn��s-7-7/1= ,• ��-rlc��I�n.J��rs:>.��rt:;�.��s/.yt-��fax>♦�yc}.� V-0' 4011 9339 . o /r , , //� �llh�l�•>>�•l.T_liL��G3/i1:L`J♦�r�aY� 10000 10000 10000 10000 3'-6" PRECAST ®��{[S�c>trsar�-�5.��c'� 4011 tzl��rojS:1•�ar.'— ��s:rsir•x>.rL:1r.�fi,>��r�:��'rl�/.r• 10000 10000 10000 10000 �Iif•moi-S��FI�k��-�Yif��k�iC�� ='Z� �� Z�� E•' � rSC�l�f, � Pl 7 � iCF71, ��ilY� N.R - Not Recommended 12" LINTEL GRAVITY 899 LINTEL GRAVITY N.R. - Not Re00mfn8Mc *0 19 19 1INTFI__ UPLIFT LINTEL SAFE LATERAL LOADS (PLFI Lerg SAFE GRAVITY LOADS (PLF) 1'1 FILLIC> TOTAL6, si Iwo 6/8-$-0L S/12-5-01- &/IRa-$-0L a120-5-fL 5/24-$-0L /28-3-0 19/82-$-0L LENGT TYPE PLAIN 0/5-$-1L 5/12 -5 -IL 8/16-5-1L S110 -5-1L 9/24 -6 -IL 0126 -9 -IL 5/32 -9 -IL V-10' PRECAST 5'-4' Precast 10000 10000 10000 10000 2+000 0000 6021 8491 10000 10000 10000 10000 10000 10000 T-8' Precast 430 00 V-0' 4011 9339 10000 10000 10000 10000 10000 3'-6" PRECAST 2603 4011 10000 10000 10000 10000 10000 10000 4'-0' PRECAST 1821 21521 6133 8515 100 10000 10000 10000 ' pwast 270 2921 1553 10000 1000rT 10000 10000 10000 1`70 39.0 15'-4' 22'14 5015 1119 9254 10000 10000 10000 4'-6' PRECAST 1395 2214 5412 loom 10000 10000 10000 10000 22'-0' 2111 4660 6568 8520 10000 10000 10000 4'-8' PRECAST 1298 2111 4902 10000 10000 10000 10000 10000 1651 3409 4523 6239 1658 9011 10000 5'-4' PRECAST 1006 1651 3556 6431 10000 1000(0 10000 10000 146'1 3001 5111 8506 10000 10000 10000 5'-10' PRECAST 848 1461 3001 5111 8888 10000 10000 10000 1232 2440 3934 6250 8588 10000 10000 aa' -6' PRECAST 110 1232 2440 3934 6250 10000 10000 10000 1001 1918 2942 4346 (0461 10000 10000 1-�' PRECAST 562 1001 1918 2942 4346 6461 10000 10000 ®®IIS+�>,I»�i-�111■I�?;T.'-.�li►51�®- 815 1549 4131 rpolo 245 116000 1'-8' PRECAST 54.4 915 1549 4131 6010 9245 10000 916 1124 3151 5030 1958 10(a00 5'-0' PRECAST 511 916 1124 g26O2 3151 5405 1858 10000 864 1615 3444 4866 6959 10000 8'-4" PRECAST 482 864 1615 3444 4810 6983 10000 1361 2165 3169 52 06 9'-4' PRECAST 411 141 1361 1981 2168 3169 5124 1061 636 1145 1649 2231 2962 3853 5094 lo'-wl PRECAST 349 636 1148 1649 2231 2962 3853 5094 514 1028 1465 1964 2566 3305 4239 11'-4' PRECA5T 315 514 1025 1465 1864 2566 3305 4239 533 950 1949 1163 2316 2951 3134 12'-0" PRECAST 2w 533 350 1349 1189 2316 2951 3134 505898 1264 1616 2151 2130 3426 12'-k1' PRECAST 211 505 898 1264 1616 2151 2130 3426 464 822 1151 1515 1935 2425 3010 13'-4" PRECAST 255 464 872 1151 1515 1935 2425 3010 436 169 1013 1406 1186 2225 2141 14'-0' PRECAST 239 436 169 1013 1406 1 16b 2225 2141 14'-S' PRESTRESSED N.R. N.R. N.R. N.R_ N.R. N R. N.R_ N.R. 480 811 1234 1421 1119 2165 2662 N.R. N.R.N.R. N.R. N.R. N.R. N.R. 15'-4' PRESTRESSED N.R. 454 165 1160 1331 1660 2032 2459 11'-4' PRESTRESSED N.R. N.R. N.R. N.R. N.R. N.R. N.R. N.R. 359 652 982 1111 1319 1611 1991 N.R. N.R. N.R. N.R. N.R. N.R. N.R. 19'-4' PRESTRESSED N.R 339 561 843 960 1111 1415 1616 N.R. N.R. NJR. N.Ra N.R. N.R. N.R. 20'-01 PRESTRESSED N.R 325 543 512 911 1122 1345 1530 NR. N.R. N.R. N.R. N.R. N.R. N.R. 21'-4' PRESTRESSED N.R. 295 500 146 84(0 1024 1224 1441 N.R. N N.R. N.R. N.R. NR. PRESTRESSED N.R.N.R. 261 481 . 111 S06 SSI 1111 1316 PRESTRESSED N.R .R. R. 1c. R. N.R. - Not Re00mfn8Mc *0 19 19 1INTFI__ UPLIFT M.R. -Me* luta coded 8" LATERAL TABLE LINTEL SAFE LATERAL LOADS (PLFI Lerg Type 1'1 FILLIC> 2'-10' si Iwo t— •' 3'-6' Precast 1300 ?590 4'-0' protest 1010 2100 4'-6" Fhsrast 900 rw 4-8' precast 650 1600 5'-4' Precast 110 1400 9'-10' Frmcasi 625 1200 6'-6' pmast 540 1650 1'-6' Reeaet 440 690 T-8' Precast 430 00 V-0' Precast 1 410 620 S'-4' Precast 1 390 160 W-4- Precast 640 1210 101-61 Precast 550 1110 11'-4' Recast 1 711-71-nmEnr7-7- 771m 12'-0' Finast 255 569 U' -b' Frecasi 245 490 ' pwast 270 *0 14'.0- }recast 210 430 14-S' Restmwd 1`70 39.0 15'-4' Prestressed 165 310 M-4- Reatrassed 645 320 19'-4' I Restreseed 1 130 280 201-01 Prswtressed 1 120 250 22'-0' aluireaeexi110 225 24'-0' NEI 171 ®®IIS+�>,I»�i-�111■I�?;T.'-.�li►51�®- ��}f}?:'i��1� M.R. -Me* luta coded 8" LATERAL TABLE LINTEL REINFORCEMENT SCHEDULE is i IJHTEL LF7IGTH :i•:;:::i: i::::•::;•?: •: LINTEL SAFE LATERAL LOADS (PLFI Lerg Type g� PLAIN FILLIC> 2'-10' si Iwo t— •' 3'-6' Precast 1300 ?590 4'-0' protest 1010 2100 4'-6" Fhsrast 900 rw 4-8' precast 650 1600 5'-4' Precast 110 1400 9'-10' Frmcasi 625 1200 6'-6' pmast 540 1650 1'-6' Reeaet 440 690 T-8' Precast 430 00 V-0' Precast 1 410 620 S'-4' Precast 1 390 160 W-4- Precast 640 1210 101-61 Precast 550 1110 11'-4' Recast 1 215 550 12'-0' Finast 255 569 U' -b' Frecasi 245 490 ' pwast 270 *0 14'.0- }recast 210 430 14-S' Restmwd 1`70 39.0 15'-4' Prestressed 165 310 M-4- Reatrassed 645 320 19'-4' I Restreseed 1 130 280 201-01 Prswtressed 1 120 250 22'-0' aluireaeexi110 225 24'-0' N.R - Not Recommended LINTEL REINFORCEMENT SCHEDULE is i IJHTEL LF7IGTH :i•:;:::i: i::::•::;•?: •: ........................... ::i:;•:RONFflRCENEtlr:i...................................:. INCH}g;};;.;;.;;•};;}1YNCHC:::?>:}::::: TOO A'RF1F4RCE71ENT:63�:f;•k;•}??'B'RENFGRCE1YEHrv;)i:�i: T-10' 5'4' 7.1Ir To 5=I' 43 NONE 6-10' To 8'-8' '• ' t— •' TO To 814' TO TO 01.0 095 NONE I' ' To 14`0' 9'4' To me 490 14'-0' To 154'2 - 7M6'PRESTRESSED 03 165 1990 7 E *4'122W — SEE 50HEDULE REFER TOLWEJ.SECTIONFOR REINFORCEMENT LOACT $ ,9' TYPICAL COMPOSITE LINTEL SECTION (1) s5 CONTINUOUS 312' TOO SAFE UPLIFT LOADS 8'X16' KNOCKCUT BLOCK 3'-1' PSI CONC. FILL 5971 LGONGREPTE PLACED INFIELD) t— •' tH Tal °P L IM$ IIdJ (1) "5 CONTINUOUS 490 (OPTIONAL) - 1/32' STIRRUPS AT 4'-0' cc 165 1990 > =1cv 'A' BARS (MAIN REIN}.) — SEE 50HEDULE ,9' TYPICAL COMPOSITE LINTEL SECTION NR - Not N3awlrmended 8" RECESS DOOR HEADER ATFRAI TAR[ IF RECESS DOOR HEADER LINTEL Te"ILength TOO SAFE UPLIFT LOADS S' 7 L M 3'-1' Frecast 5971 1118 0 Precast 510 2660 4'-2- Precast 490 1480 4'-4' Precast 165 1990 4-S" Precast 415 1740 5'-6' Pretest No 950 6.4. Precast 290 1b0 1'41' Precast 200 640 9'-1' Precast 0 m r,"7?gym0 0 !�,I m 01"^T' T.O. Recast MEN V-0. precast 150 530 1'4 Recast 120 w 9'-4" 1 precast 640 1210 10'41 F'rarcast 550 1110 ' Precast 510 10m 12'4' Fimmst 460 950 precast 460 910 4" precast 430 850 14'-0' Precast 400 600 14-W precast3130 160 15'-4' Precast 350 130 ' Precast 1 320 1 630 MR ■ Na Recommended ®®IIS+�>,I»�i-�111■I�?;T.'-.�li►51�®- ��}f}?:'i��1� NR - Not N3awlrmended 8" RECESS DOOR HEADER ATFRAI TAR[ IF RECESS DOOR HEADER SAFE LATERAL LOADS (PLF) Te"ILength TOO pp 9' pLA�M � S' 7 L M 3'-1' Frecast 5971 1118 0 Precast 510 2660 4'-2- Precast 490 1480 4'-4' Precast 165 1990 4-S" Precast 415 1740 5'-6' Pretest No 950 6.4. Precast 290 1b0 1'41' Precast 200 640 9'-1' Precast 160 1 490 12" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR PEADER SAFE LATERAL LOADS (PLF) Tokal Length T4- 12' RECE56M MAN 12' F&CES9ED FILLET? 3'-6' Precast 2025 3210 4'-0' Frecast mo 2660 4'4' Freeast 1650 2690 4'-4' precast 515 2540 4-8' Recast 1420 2790 3200 Freeast 1060 I I 1 2580 Frwast Si51425 1160 1'-6' Recast 130 1190 9'-S- Recast 550 990 12" LATERAL TABLE (1) a'a CONTNUOUS LINTEL SAFE LATERAL LOADS (PLF) Las�igt Type IZZ FIL A T-10' Recast 3560 b'o 3'4'' Frecaei 2400 4715 4'0 precast so 3850 4'-0 Rawat 1650 3480 Precast am 3200 W-4' Iprecast M20 1 2580 9'-10' Recast 1160 2250 uj G[ precast 6000 wo 1'•6' precast 620 1650 T.O. Recast 000 V-0. precast 150 530 1'4 Recast 120 w 9'-4" 1 precast 640 1210 10'41 F'rarcast 550 1110 ' Precast 510 10m 12'4' Fimmst 460 950 precast 460 910 4" precast 430 850 14'-0' Precast 400 600 14-W precast3130 160 15'-4' Precast 350 130 ' Precast 1 320 1 630 MR ■ Na Recommended (1) a'a CONTNUOUS OPTIONAL s5T 3000 PSI GONG. FILL LppEG,,gqBAR& (CONCRETE PLACED IN FIELD) gTOP M-G-IrlS TOP LEG !:TARS= L/ LPLTO ITAst 1,6008 1132'♦Arg UIQ t0 1/32' STIRRUPS a 4'-0' C/C LEG 14'- LENQtHS 1/32' STIRRUPS Is 4'-01 C/C ^d) ( V Ob CONTINUOUS d 4 i PTI � 'A' BARS (MAIN REINK) T— �c SEE SCHEDULE .1. R..1. 'B' BARS - SEE SCHEDULE TYPICAL LINTEL 8"X8" SECTION J. lip TYPICAL LINTEL 12*"x8" SECTION 7U 1115 CONTINUOUS 3000 TE P�LAGED IN FIELD) I 1. TOP LEG•r E AR5:}.� t LEG' UP O I C2)' LEW3THS (1) OS CONTINUOUS p(OPTIONAL) 3EE $CHETaUAL RE NF.) I 1132' STIRRUPS AT 4'-0' cc y�1 TYPICAL LINTEL 8"x8" RECESSED SECTION T"'1'"F'r 1DE51CNAT1©N NOMINAL WIDTW/WEIGWT OF LINTEL PLAIN OR SOLID LINTEL -'-U/L-) LNo. OF ADDITIONAL 05 5AR5 IN UPPER OR LOUJER LINTEL CAVITY A R C H IT E C TS Design Group,n . iTi l\. IlV1\I"ILV I TIMI—II\ Yi.\ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 V Eesti OPTIONAL s5T cn LppEG,,gqBAR& gTOP M-G-IrlS L/ LPLTO ITAst W 1/32' STIRRUPS a 4'-0' C/C _d� � 431.:.: PTIONAL 01515, r.� .4' I � r'A' BARS (MAIN REINF.) r uj G[ SEE SCHEDULE C) Er Q 'B' BARS - SEE SCHEDULE ,lil 9 9 g Its J. lip TYPICAL LINTEL 12*"x8" SECTION 7U 1115 CONTINUOUS 3000 TE P�LAGED IN FIELD) I 1. TOP LEG•r E AR5:}.� t LEG' UP O I C2)' LEW3THS (1) OS CONTINUOUS p(OPTIONAL) 3EE $CHETaUAL RE NF.) I 1132' STIRRUPS AT 4'-0' cc y�1 TYPICAL LINTEL 8"x8" RECESSED SECTION T"'1'"F'r 1DE51CNAT1©N NOMINAL WIDTW/WEIGWT OF LINTEL PLAIN OR SOLID LINTEL -'-U/L-) LNo. OF ADDITIONAL 05 5AR5 IN UPPER OR LOUJER LINTEL CAVITY A R C H IT E C TS Design Group,n . iTi l\. IlV1\I"ILV I TIMI—II\ Yi.\ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 V Eesti cn W � w W } uj G[ C) Er Q U ca LL W q d U [k 4 cn CV 4p SUBDIV. & LOT: TUSCA PLACE NORTH LOT #"7 PROZECT# 2108.009 MODEL. - "2720" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (WE KI WA) ARCHITECT - STATE OF FLORIDA JAMES)ZANTWELL AR O 12079 PRINT DATE: 03/06/12 SCALE: 1/4"=11-0" - i EET f 7-1 ca Iilh `(0i d)d) Iw 19 �� Mw C w"'m I � E MINE Im" iw"lls60111111'111 � 18 16 15 1'7 3050 -SH 305 0 -SH 3050-514 EGRESS 3050-5H EGRESS EGRESS uALCULATI011'S, 1111111101. mllol""'� NENT AND CLADDING WIND LOADS D EXPOSURE FOR 3 SECOND GUSTS [CALL TFSOOOTAOEAND # W SIZE TYPE ZONE 120 IDPH WIND REMARKS 1 112 16'-0 X 1'-0 GAR14GF: DR. 5 21.8/ -24.8 2 20 30(. S DR 4 241/ -26.9 3 1� 25-5H 4 25.1/ -27.3 U 4 17 25 -SH 5 25.1/ -33.3 5 11 25 -SH 4 25.1/ -21.3 U 11 25-5H 4 25.1/ -21.3 1 10 23-514 4 25.9/ -25.1 g 48 ro'-0" X 8'-0" S. G. D. 4 23.3/-25.5 9 11 25 -SH 4 25.1/ -27.3 r� fi: 10 11 25 -SH 5 25.1/ -33.3 11 17 25 -SH 4 25.1/ -21.3 12 16 3050 -SH 5 25.2/ -33.3 13 Ido 3050-5H 4 25.2/ -2-1.4 14 9 2340 SH 5 25.'3/ -341 15 I(o 3050-5H 5 25.2/ -33.3 16 1& 3050 -SH 4 25.2/ -27.4 11 16 3050-5H 4 25.2/ -21.4 18 Iro 3050 -SH 5 25.2/ -33.3 19 I(o 3050-5H 4 25.2/ -214 3,41-CULATING WIND PRE55URE5 ON A GARAGE DOOR, FLORIDA 5UILDING COPE, 2001 ALLOWS THE F'RE55URES TO 5E AVERAGED UJHEN THE OPENING 15 PARTIALLY LOCATED IN 50TH ZONE 4 AND ZONE 5 WIND F'RE55URES ARE 5A5ED ON WIND SPEED=120MF'H (3 SECOND GUST) IMPORTANCE FACTOR=1.0 EXpOSURE CATEGORY =5 MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED BUILDING I(o'-0° 2'-4" 11'-4" 2'-4° ZONE 5 p = +21.8 / -20.55 ZONE 4 p _ +21.5 / -24.0 PERCENTAGE OF AREA WITHIN ZONE 4: A= 11.33.E 16= 0.71 ft'2 PERCENTAGE OF AREA WITHIN ZONE 5: As= 4.66 + 16 = 0.29 fl AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21.8 (0.9) + 21.8 (0.10) = 19.62 + 2.18 = 21.8 ps£ AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: p = -24.0 (0.71) + - 26.55(0.29) -17.05 + (-7.7) -24.75 psf, AVERAGE GARAGE DOOR PRESSURE: p=21.8/-24.8 r - A R C H ITEC T Design G roup I nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.a bdesigngro,u p.com AA #: 0003325 S V]3DIV. & LAT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MODEL.: )'2720" GARAGE SWING: LEFT PAGE: WIND LO AD CALCULATIONS ARCHITECT: STATE OF FLORIDA JAMES OANTWE AR NO 12079 DATE: 03/06/12 SCALE: 1/4"=1'-0" :SHEET I c O>1P� C 5 O U � ru Q � $ U � rr► m r� fi: S V]3DIV. & LAT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MODEL.: )'2720" GARAGE SWING: LEFT PAGE: WIND LO AD CALCULATIONS ARCHITECT: STATE OF FLORIDA JAMES OANTWE AR NO 12079 DATE: 03/06/12 SCALE: 1/4"=1'-0" :SHEET I c O>1P� c 1' A -AI iT It ---------------- I 6x6 P.T. I POST I I I I I COVERED PATIO 14'-0"X12'-0" S'-8" CLG. j)COVERED P9TI0 11 /r/111V 10-6 IT HEADER s -1_8�� II I ail Ir._I ISI _ DEN c� LIVING Ipl ROOM ISI S' -S" CLCa. II I II FIRST FLU"OR PLAN NOTES: -DENS ARMOR AT BATHROOMS. -PREFAB SHOWERS/TUBS TO SE SET IN TYPE 2 FOAM. H::�i ;OPTIONAL DEN SQ. FT. CALC.'S z O b - LIVING (15T.) LIVING (2ND.) 1,114 1,54(3 50. FT. 5Q. FT. TOTAL LIVING ENTRE' GARAGE 21120 57 42(b 50. FT. 5Q. FT. SQ. FT. r TOTAL 3203 50. FT. PATIO OPT. COV. PATIO 35 1(o8 SQ. FT. 50. FT. IL Z A m Pill A ` m r Ivi DINING , Ipl' _ ROOM = — lil � s" 11 /r/111V 10-6 IT HEADER s -1_8�� II I ail Ir._I ISI _ DEN c� LIVING Ipl ROOM ISI S' -S" CLCa. II I II FIRST FLU"OR PLAN NOTES: -DENS ARMOR AT BATHROOMS. -PREFAB SHOWERS/TUBS TO SE SET IN TYPE 2 FOAM. H::�i ;OPTIONAL DEN SQ. FT. CALC.'S z O LIVING (15T.) LIVING (2ND.) 1,114 1,54(3 50. FT. 5Q. FT. TOTAL LIVING ENTRE' GARAGE 21120 57 42(b 50. FT. 5Q. FT. SQ. FT. w TOTAL 3203 50. FT. PATIO OPT. COV. PATIO 35 1(o8 SQ. FT. 50. FT. MODEL SPECIFICATIONS * GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINISHED * WINDOW SILLS TO BE OPTIONAL MASTER AND 5ECONDARY BATH TO RECEIVE 36" MIRROR * VANIT�r" MIRRORS TO BE RAISE[: OFF 5ACK5PLASH * ALL DOORS ARE 6'-8" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES TO BE WALL MOUNTED EXTERIOR MASONRY WALL BRG. HEIGHTS a, -all BRCS, L.B.W. 3-1/2 c4 10-1/2" 2 TE ELEC. OUTLET PER ELEC. CODE I 8" 12'-611 IDINING jai.ql ROOM l_l IR-1SI-I ic► I ��!<K — — — — 40(38 CL DEN BRDM #5 _ a' -a" CLG. m " C]0 PTIONAL 'EnROOM 5 Tr JD V ��„ A R C H IT EC TS Gro�u� Sign p i. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.a bdesigngrou p.com AA #: 0003325 SUBDIV & LOT: TUSCA PLACE NORTH LOT #7 PRO JEC T# 2108.009 MODEL: „2720" GARAC;E SWING: LEFT PAGE: FIRST FLOOR PLAN ARCHITECT: STATE OF FLORIDA om, JAMES PANTWELL AR 190 12079 PRINT DATE: 03/06/12 SCALE: �AEET 2 �r� z O w w � p Z IL Z A m A ` m r SUBDIV & LOT: TUSCA PLACE NORTH LOT #7 PRO JEC T# 2108.009 MODEL: „2720" GARAC;E SWING: LEFT PAGE: FIRST FLOOR PLAN ARCHITECT: STATE OF FLORIDA om, JAMES PANTWELL AR 190 12079 PRINT DATE: 03/06/12 SCALE: �AEET 2 �r� I II 121-311/21-41111'-V„✓" 14'-�11 3 -I 141-611 12'-S" 51_11 �1_�11 3050-5H 30EIO-SH 3050 -SH I EGRESS EG ESS ' 3s�50-SH I � EGRESS , r BDRM. #4 I^ MEDIA r 8'-0" GLC. A/G ROOM Post CHASE _ �'-O" CL -G. OWNER'S =oSt SUITEr V 11-x" 1- i -S 1'_x,11 4'-p" 5'-0" � 4' I CIA ?rm 1 8 mal I d)HEADER BDRM. #3 -1I 1 - - GNASE -1 2" LOW CSI _ _ OWNER'S WALL ;� I I --- — STH PN. I Q Q�� 3'-10" 51-411 N , um (P A r W.0 OFT, AV. � 22 3(01 I p N � } � ,n = LAV. I A IG I ( PE Q Tulp BATH �,, LAc ESSJ6l I N BE TO W 3-o z = z N � 4'-�✓-" 3'- �C?" 4'-4" 3'-(c" (o' -O 4x4 I I I Q ,R_15 POST ,� (Z WALL j BDRM. 2 �, F — Ioa, - � I � m a'-r� .� I S I I I b 3.0 W.LC.' I� 11_/911 r --I oil S' -O" GLC. i 1 2-� 3050 -SH 3050 -SH P.I`. (p I � � I L — — — — — — — — — — — -� EGRESS EGRESS 1R -15N �a IR -1S1-4 LAUN\k sk. � as S' -0" r --1 e o p 1 2340 -SH 4'-1011 71-1" �1- I" `71_711 41-1" 2'-4" 121'-311 31_511 •J g' -a° 12' -loll 401-011 SEud'OND FLOOR PLAN NOTES: -PENS ARMOR AT 5,4THROOMS. -PREr-A13 SHoWERS/TUSS To 5E SET IN TYPE 2 FOAM. rn Q OWNER'S SUITE z OPT.6 408 DR BATH A R C H I T E C T S e/Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 N Z qO W 0Lu O w 0 U OPT. OWNEin. S PATH Q OWNER'S SUITE z OPT.6 408 DR BATH A R C H I T E C T S e/Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 N Z qO W 0Lu O w 0 U 0 civ (S) O } o z D fUA C4 �...1 (P � m N C1 cti n fi: LL±oo SU133DIV. & LOT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MCS DEL: "2720p) GARAGE SWINGE: LEFT PAGE: SECOND FLOOR PLAN ARCHITECT - STATE OF FLORIDA MAR dm.. DATE: 03/06/12 SCALE: 1/4"=l'–O" SHEET 0F(::: H AREA OF ATTIC, = 15ol 5Q. FT. NET FREE VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 1867/300 = 63 50. FT. 6.3 50. FT. X 144 = 1301.2 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATT I C = .5 X 901.2 = 45310 (BALANCE TO SE PROVIDED IN SOFFIT OR SAVE VENTS) OFF RIDGE VENTILATION AREA = 115 5Q. IN. PER VENT TOTAL * OF VENTS REQUIRED = (4) TOTAL " OF VENT5 PROVIDED = (4) 9 ioUV�R �ETA�L 5CALE-- : 1/2"=1'-0" CLUI�[Cl\T �]ETA�L SCALE: 1/2'= V- 0' r 1 -j5 — — — — — — — — V-8' 5RG. HGT. El I � b- 1 Off' -n" PIN r -I ;2 ;COPT. COV. PATIO IBUILDING 1-IEIGI-IT 26"-9" 14"X66' APPL IED SHUTTERS RAISED BANDS IV -0 3/4' 2ND FLR. 5RG 12 --I'- 5 WIMM[ Will ul"ll"N 11111111111202 TEXTURED FIN15H OFF RIDGE VENT L ji 4 10'-0 3/4" 2N2 FIN. FLR. ,L Ll I _4� I 0 I I I �I e � I 0'-0" FIN. FLR. .�, — — — I — — I — — — REAR, ELEVATION TEXTURED FIN15H 15"X24" RA15ED LOUVER 4" TRIM BOARD 32"X60" APPLIED SHUTTERS '-m did' d410'-0 3/4" 2ND FIN. FLR. INZA A R C H IT E C T S Design roup Inc. 14441 N. KUNALU IKtAUAIN CSLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti 8 1 Off' -n" PIN r -I ;2 ;COPT. COV. PATIO IBUILDING 1-IEIGI-IT 26"-9" 14"X66' APPL IED SHUTTERS RAISED BANDS IV -0 3/4' 2ND FLR. 5RG 12 --I'- 5 WIMM[ Will ul"ll"N 11111111111202 TEXTURED FIN15H OFF RIDGE VENT L ji 4 10'-0 3/4" 2N2 FIN. FLR. ,L Ll I _4� I 0 I I I �I e � I 0'-0" FIN. FLR. .�, — — — I — — I — — — REAR, ELEVATION TEXTURED FIN15H 15"X24" RA15ED LOUVER 4" TRIM BOARD 32"X60" APPLIED SHUTTERS '-m did' d410'-0 3/4" 2ND FIN. FLR. INZA A R C H IT E C T S Design roup Inc. 14441 N. KUNALU IKtAUAIN CSLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti N w o � w w � QL O m � q z u rr`I C'1 L6 h h� L<<� I FR02-TIE08. 8c LOT: A PLACE ORTH OT #�7 CT# oo9 MO DEL: "2720" GARAGE SWING: LEFT PAGE: FRONT AND REAR ELEVATIONS ARCHITECT STATE OF FLORIDA DATE: 03/06/12 SCALE: 1/4f,_1'_O" SHEET 413 O P' Cc 3 18'-® 3/4" 2ND r -LR. 5RG.0LIf _ Q' -m" FIN. FLE. 06 I— s M WMA m W421 kv R1415ED 514ND5 LEFT ELEVATION Tr=xTURED FIN16H R1415ED RANDS Klko-XHT ELEVATIOT'_ i TEXTURED FIN15H — – J4 0'-0" r -IN. 1✓1-R. II 1 OPT. COV. PATIO LEFT SIMILAR ARCHITECTS e/Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE NORTH LOT #r7 PROJECT# 2108.009 MODEL: »2720>> GARAGE :S'W'ING: LEFT PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT STATE OF FLORIDA QW, JAMES NTI LL AR PRINT DATE:�1 03/06/12 LSCAl: 1/4":=V-0" ___ W Q O � � z o u � A �, n h. � h• ill h. X11 SUBDIV. & LOT: TUSCA PLACE NORTH LOT #r7 PROJECT# 2108.009 MODEL: »2720>> GARAGE :S'W'ING: LEFT PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT STATE OF FLORIDA QW, JAMES NTI LL AR PRINT DATE:�1 03/06/12 LSCAl: 1/4":=V-0" ___ 13'-1" D u FRONT ELEVATION b�'U§UTTWMETAL LATH 6 WINDOW CORNERS !u fmml U LEFT ELEVATION TEXTURED FINISH —(o" PUTTERFLY METAL LATH e WINDOW CORNERS REAR E RIGTHT E TEXTURED FINISH �� TEXTURED FINISH —(0 BUTTERr-LY METAL LATH v WINDOW CORNERS —(o" 5UTTERI=LY METAL LATH s WINDOW CORNERS ARCHITECrs Design f,.,r roup Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com 6.AA #: 0003325 IgUI.3DIV. & LOT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MODEL: "2720" 20„ GARAGE SWING: LEFT PAGE: WALL ASSEMBLY ELECT „B„ ARCHITECT- STATE OF FLORIDA PRINT DATE;: 43/00/12 SCA -LE. 1/4a,_1u_Oaa SAEET ii� B. ` . (Oft N r* 11.1 L1 D W � IgUI.3DIV. & LOT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MODEL: "2720" 20„ GARAGE SWING: LEFT PAGE: WALL ASSEMBLY ELECT „B„ ARCHITECT- STATE OF FLORIDA PRINT DATE;: 43/00/12 SCA -LE. 1/4a,_1u_Oaa SAEET ii� B. ` . (Oft HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON SIZE -I'-11 1/2" DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (I) 1" x 1 1/2 I -PLY/ (b) lbd 2 -PLY Z Q (2) META -I6 1985 192oo (10) 10d x 1 1/2 I -PLY (14) Ibd 2 -PLY Q HETA-16 1810 (9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY x 12 wetA-20 1810 (9) loci x 1 1/2 I -PLY/ (S) 16d 2 -PLY SIZE 2035 (10) 10d x 1 1/2 1 -PLY DBL 2 (2) HETA-20 2x00 (12)]6d 2 -PLY DBL 2 MGT + 3969 (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMMD), (22)10d TO WOOD DBL 2 t-2 + 10980 (2) 3/4' A.T1?l IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD DBL 2 HGT-3 + 101530 1 (2) 3/4' A.T.R. IN NIGH STRENGTH EPDXY (MIN. 12' EMBED), (Ill 10d TO WOOD LTAI 1420 (12) loci x 1-1/2' SGT 4940 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EM9ED), (16) SDS 1/4' X 3' t0 WOOD (2) VGT (2-FLT13-PLT) 'ilea/8890 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SPS 1/4' X 3' TO WOOD MT5-12 1000 (14) 10d x 1 1/2 �1 HTS -Ib 111? (16) lod x 1 1/1 HTS -20 1.450 (24) Uad x 1 1/2 L5TA-12 ++ 925 (10) 10d LSTA-IS ++ 1235 (14) 10d to MSTA-18 ++ 1315 (14) I0d (L MSTA-24 ++ 1b40 !1e) 1011:1 w MSTA-3o 2050 (22) 10d E- MSTA-3b ++ 2050 (26) 10d MSTI-36 31500 (36) loci x 1 1/2 MOTI-48 5065 (48) loll x 1 1/'2 446 we (e) 8d TO PLATES, (5) 8d t0 STUDS SP4 885 (6) 10d x 1 1/2' TO STUDS A33 150 (4) 10d TO BEAM, (4) 1Qd TO POST. HCP2 641 (b) I0d x 1-12' H10 (16) Sax -12 ABU 44 2200 &bbl (I) 5/6' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN GONG. (12) lbd TO WOOD (/) ABU 66 2300 12000 (1) 5/8' Al IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN CONIC, 02)Ibd TO WOOD = LTTIS +++ 1340 (1)3/4' A.T_R. IN HIGH STile" -H EPDXY (MIN. I' EMBED.) IN CONC, (8)10d TO WOOD !a TT205 +++ 1625 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' D-) IN GONG. (2) O T TO WOO Z 3610 HTT4 4235 (1) 5/e' A.T.R. IN HIGH STRENGTH EPDXY (MIN I' EM5EP-) IN GONG. (18) lod x 1 12' TO WOOD (l) 5/e' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN GONG. (IS) 16d x 2 12' TO WOOD 4350 1 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN I' EMBED-) IN CONC- (26) 10d x 1 12' TO WOOD HT116 4610 Sow 1 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMSEq.) IN GONG. (26) 10d TO WOOD (1) 5/S'A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I" EM15I IN CONC. (6) Il x 2 1/2' TO WOOD HHDQII-SDS 2.5+ 11,445 I) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED-) IN CONC., (24)SDS 4' x ' W001a SCREWS HDI 6480 (I) 1/8' A3, IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN GONG., (3)4' STUD BOLTS TO WOOD M5HA 3.56/1135 3415 5330 ll) 3/4' A.T_R. IN HIGH STRENI EPDXY, (MIN. 6.15" EMEEDMENT) IN C.1111 TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (la)lod To BEAM LJ MI5HA 5,50/1125 3415 5330 (1)3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.11' EMBEDMENT) IN C.M.U. TOP, (1).5/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. (P.15' EMBEDMENT) IN G.M.U. FACE, flaAed TO }SEAM z UC210-3 (WOOD 1810 4(d O (FLOOR) 18-1/4" x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, (10) 10d TO WOOD 3140 (ROOF) = HUC4110 (CMU) I 1810 I Soe1 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD HUC 210-3 1 1810 14000 16-1/4' x 2-3/4" TITEN TO CMU ( 10) 10d TO WOOD HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECTiENGtINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EM13EDMENT IS GRATER THAN I' DEEP, THE VERTICAL CELL IN C11.11. WALL MUST IBE FILLED SOLID w/ GROUT. ++ IPd COMMON NAILS CAN 15E SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWA15LE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. U) +++ MINIMUM E1'15EDMENT INTO THE TOP OF A 15ONPOEAM WILL 5E 1', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE I' 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 MAILING SURE THAT THE PROPER CORROSION PROTECTION 15 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / WDG GALvANIZED CONNECTORS, USE FASTENERS GALvANIZEL PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL 5E EVALUATED ON AN INDIVIDUAL !:BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR vALUES 15ASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2011' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -SAS -2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO SINGLE STORY APPLICATION SIZE -I'-11 1/2" CLEAR SPAN DBL 2 x (o UP TO 5'-4" DBL 2 x 8 5'-4" TO -1'-0" DBL 2 x 10 1'-0" TO 10'-0" DBL 2 x 12 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x (0 UP TO 5'-0" DBL 2 x S 5'-0" TO ll DBL 2 x 10 61-4" TO 8"-0" DBL 2 x 12 5'-0' AND OVER MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 5'-0" U.N.O. 4'-11 1/2" -I'-11 1/2" AND UP NUMBER OF HEADER STUDS TT 4— _ FTI = SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 —_— -- AT EACH END OF HEADER 1 3 FRAMING NOTE5: 1. HURRICANE 5TRAP5 TO 8E MANUFACTURED 5Y 5I1'M1P50N 5TRONG-TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE 45 FOLLOW5, UN.O: * TRU55 TO MA50NRY/CONGRETE 5HALL SE META -1( * FLOOR J015T TO MA5ONRY/CONCRETE SHALL 5E HETA-16 AT EACH END AND 32" ON CENTER'. ON J015T5 PARALLEL TO WALL. * TRU55 TO WOOD FRAMING SHALL 5E MT6-12 3.TRU55 TO TRUSS CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED 5Y TRU85 MANUFACTURER. 4.REFER TO TRUSS 1" ANUFACTURER''5 5IGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRU55ES. .HEADER SPAN CHAIN & MINIMUM WALL 4 HEADER 5TUD REG?. ARE STANDARD UN.O ON FRAMING PLAN (o. MIN. 2X4 HIP CUT BLOCKING SECURED W/3 -10d GUN NAIL5 OR 3-126 HAND DR;IvE5 Il EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 ,45 PER APA REQUIREMENT5. �I I �I I �I I �I I �I I �I I �I I � � � m� ml l ml l �I LL LL LL 4L LL LL I LL I LL I LL LL LL LL V_I 1L LL LL LL LL LL YX6ST�I BACK,. II II II II II II FT6 x— R 0 X FT4 12 H � - c FTI FT1 _ _ = U.. TRU55 TO (2)2X4'S - A"(2) MT5-12 FTI MSTTUU 5 TO SLA 35 =H" _ _ TT 4— _ FTI = FTI- - FTI FTI — —_— -- FT1 ==h _ _ �R1-5 TO (2),X4 FTI _ _ -STUDS TO SLAB_ —ITT -4 FT1 — FT1E — — — _ — 4 — FT4 — Li FGT4 FT4,= IIIA II dl FT44 ami — FT4A— IIIQ x — FT4A = FT4A — FT4A FT&A all = _ _ = -o �C II FGT4 FT4 — -HUC-410 — FT4 = BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED UJ/2X4 BLOCKING Q 4'-0' O.C. (15T 2 BA'T'S) 4 2X4 5YP *2 X -BRACING. REFER TO TYPICAL DETAIL SHTS FOR BRACING REQUIREMENTS FASTEN 2X4 SYP *2 OR 5PF BEVEL CUT TO TRUSS TOP CHORD UJ/10d x 3' NAILS lo" O.C. STAGGERED NOTE: TRUSSES MARKED WAN "* " REQUIRE WEB 5TIFFENER6 FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'5 SIGNED 4 SEALED DRAUJING5 FOR LOCATION, 51ZE 4 REQUIRED FASTENERS. — ... - DENOTE RAT RUN 6 10'0/C MAX. DENOTE 2X6 $TRONCaPAGK s I0' O/c MAX. a44NC-�EEFRe TO 1l E= L.J51=C� (Simpson) or (U5p) HU52(0 HU52(0 H HHU546 O THD4(o NOTE&- (� SECURE 2ND FLOOR STUDS TO FLOOR �J TRUSS W/ M5TA24 6 45' O.C. (MAX) SECURE 2ND FLOOR STUDS TO FLOOR GIRDER UJ/ MST12 6 32' O.C. (MAX) 2X12 ESM TO ll POST (2) M5TA-24 POST TO SLAB ABU-! !i!i!i! !i!i!i!i!i�i��'�►, �i�i2i�w ►��rl; BLK COL. TO I' -S" UJ/ (2) META -I& FLOORF 1,11 1 �.. C 0 V i i D - PATIO SOUTHERN TRUSS 05/12/11 A R C R ITEC Ts 4Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 ►*.Q'�M'Q,VA'�'�q_a•_�•:_•:_•f� ►:❖:❖:❖:•:❖:_•:_•:� 11-1 W � ul U /��i!��i�i�'a i�i�i��i�i!Ii♦� il��rTj�� ►��j!��j!��j�j��j!�!�!�II Lu � W � BLK COL. TO I' -S" UJ/ (2) META -I& FLOORF 1,11 1 �.. C 0 V i i D - PATIO SOUTHERN TRUSS 05/12/11 A R C R ITEC Ts 4Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 SUBI)XV. & LOT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MODEL - "2720" GARAGE SWING: LEFT PAGE: FLOOR FRAMING FLAN ELEV. 17 A)7 �) B99 lex„ 7 � FARCHITECT- NATE OF FLORIDA 0 .7 201, JA AR 1 3DATE: 03/06/12 SCALE: 1/4"=1'-0" SHEET C F 11-1 W � U Lu � W � o zfL W LL �1 LO fi SUBI)XV. & LOT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MODEL - "2720" GARAGE SWING: LEFT PAGE: FLOOR FRAMING FLAN ELEV. 17 A)7 �) B99 lex„ 7 � FARCHITECT- NATE OF FLORIDA 0 .7 201, JA AR 1 3DATE: 03/06/12 SCALE: 1/4"=1'-0" SHEET C F HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON 51zl= DES. UPLIFT GRAVITY FASTNER ?- META -16 1450 (1) led x 1 1/2 I -IDLY/ (6)16d 2 -PLY i' Z (2) MI=TA-16 Me* (10) led x 1 1/2 1 -PLY 0 1301, (14) 16d 2 -IDLY x 12 WETA-16 1810 (9) led x 1 1/2 I -PLY/ (8) lbd 2 -PLY SIZE WETA-20 late (9) led x 1 1/2 1 -PLY/ (a) I&d 2 -PLY DBL 2 (2) WETA-2e 2035 (10) led x 1 1/2 I -PLY D5L 2 2500 (12) 16d 2 -PLY D5L 2 MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) led TO WOOD D5L 2 HAT -2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) led TO WOOD HAT -3 + 10530 (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMIDED), (16) led TO WOOD LTAI 1420 (12) l0d x 1-I/2' vGT 4940 (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), 06) SDS 1/4' X 3' TO WOOD 4p (2)vc1T (2-pLT13-PLY) 1185/Ba90 1(2) D/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 1/2 HTS -16 1150 (16) loci x I I/2 HTS -20 1450 (24) led x 1 1/2 LSTA-12 ++ 925 (1e) 10d LSTA-18 ++ 1235 (14) led V) META -18 ++ 1315 (14) 10ci CL M6TA-24 ++ 1640 (IS) 10d 0Y MSTA-30 2050 (22) lod ~ (!7 M3TA-36 ++ 2050 (26) led MSTI-36 3800 (36) led x 1 1/2 MSTI-48 15065 (48) led x 1 1/2 H6 me (8) ad TO PLATES, (5) Sd TO STUDS SP4 885 (6) led x 1 1/2' TO STUDS A33 190 (4) led TO BEAM (4) led TO POST. HCP2 645 (6) led x 1 -IQ' H10 C (1 - A13U 44 2200 6665 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 'I' EMBED.) IN CONC. (12) 16d t0 WOOD (f) ABU 66 2300 12000 (1) 1V5' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12)16d TO WOOD O LTTM +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (BnOd TO WOOD =LTT2015+++ 1625 (1) 1/2' A.T.R. IN HIGH OTRENOT14 EPDXY, (MIN. 1" -) IN GONG. (2) ' BOLT TO WOO C„) 3610 (1) 5/S' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' RM15EDJ IN GONG. (18) led x 1 1/2' TO WOOD Z HTT4 4235 (1) 15/5' A.T.R. IN HOW STRENGTH EPDXY (MIN. 1' Eh'IDED.) IN GONG. (18) 16d x 2 1/2' to WOOD _94:43bO (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) led x 1 1/2' TO WOOD HtTS 4610 090(1 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMIDEDJ IN CONC. (26) led TO WOOD /8 A.T.R. IN HIGH STRENGTH EPDXY, MR. ' EMBED-) IN G G. 6 6d x 2 1/2' TO WOOD HHDQII-SDS 25+ 11,445 1) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. lo' EMBED.) IN GONG, (24=5 4' x ' WOOD SCREWS H 1 6480 (I) 1/8' A.S. IN HIGH STRENGTH EPDXY (MM. 1' EMBED.) IN GONG (3)3j'STUD BOLTS TO WOOD MBHA 3.5(0/11.25 3475 5330 (I) 3/4" A.T.R. IN HIGH STRATH EPDXY, (MIN. (p.15" EMBEDMENT) IN C.M.U. TOP, (I) 3/4' A.T.R. IN HIGP STRENGTH EPDXY, (MIN. 6.15' EMEEDMENT) IN G.M.U. FACE, (15)10d TO SEAM (1) W MBHA 5-50/1125 3415 5330 (I) 3/4' A.T_R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U_ TOP, (1) 3/4' A.T.R. IN HIGH STREN^TI-I EPDXY, (MIN. 6.19' EMBEDMENT) IN CM. FACE, (1SA0d TO BEAM Z UC210-3 (WOOD 1810 4000 (FLOOR) 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, (10) led TO WOOD 3140 (ROOF) Z 44UC410 (CMU) 1010 5085 18-1/4' x 2-3/4' TITEN ( 3 PER FLANGE) TO CMU (10) led TO WOOD 14UC 210-3 1810 4000 0-1/4' x 2-3/4' TITEN t0 C1'1U ( 10) led 70 WOOD HIGH STRENGTH EPDXY . SIMPSON "SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING 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. +a. 10d COMMON NAILS CAN BE SUDSTITUTED WITH led x 1 I/2' NAIL6 IN CONJUNCTION WITH A 23$ REDUCTION IN THE ALLOWA5LE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W +++ MINIMUM EM15EPMENT INTO THE TOP OF A BONDDEAM WILL BE 8", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' 0 Z A.T.R. ■ A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CCNTRACTOR MUST SE RESPONSIBLE FOR MAKING SUIS THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BA515 AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES 15ASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS G-2011" , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -SAS -2009. HEADER SPAN CHART BRAG ING LECA=Np EXTERIOR G,45LE TO 5E ® BRACED W/2X4 FLOCKING 4'-0" D.G. (IST 2 SAYS) B 2X4 S'T'P #2 X-5RAGING. REFER TO TYPICAL DETAIL 5HT5 FOR 5RACING REQUIREMENTS FASTEN 2X4 STP x°22 OR 5PF 5EvEL CUT TO TRU55 TOP CHORD W/106 x 3" NAILS v G " O.G. STAGGERED NOTE: TRUSSES MARKED W/AN " " REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRU55 MEMBERS. REFER TO TRU55 MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. 4--N _c=_ E =_ f --- Z Is - r c -1-7 > F 3 7; u e =m=) (Simpson) or (usp) HUS2(0 G) HUS26 a HH�lS4�o THD4G DENOTE TRU55 WEB BRACE REQUIRED. DENOTE RAT RUN 6 10'0/C MAX. =: .: = DENOTE 2X6 5TRONG15ACK m 10'0/C MAX. MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' To SINGLE STORY APPLICATION 51zl= CLEAR SPAN D5L 2 x (o UP TO 5'-4" DBL 2 x 5 5'-411 TO 11-0II DBL 2 x 10 7'-0" TO 10'-0" DBL 2 x 12 10'-0" AND OVER TWO 5TOR1' APPLICATION DOUN STAIRS SIZE 2 CLEAR SPAN DBL 2 x 6 UP TO 5'-0' D5L 2 x S 5'-0" TO (o'-4' D5L 2 x 10 11 TO 511-011 (61-411 1- x{C� 1 D5L 2 x 12 '" 5'-0AND OVER BRAG ING LECA=Np EXTERIOR G,45LE TO 5E ® BRACED W/2X4 FLOCKING 4'-0" D.G. (IST 2 SAYS) B 2X4 S'T'P #2 X-5RAGING. REFER TO TYPICAL DETAIL 5HT5 FOR 5RACING REQUIREMENTS FASTEN 2X4 STP x°22 OR 5PF 5EvEL CUT TO TRU55 TOP CHORD W/106 x 3" NAILS v G " O.G. STAGGERED NOTE: TRUSSES MARKED W/AN " " REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRU55 MEMBERS. REFER TO TRU55 MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. 4--N _c=_ E =_ f --- Z Is - r c -1-7 > F 3 7; u e =m=) (Simpson) or (usp) HUS2(0 G) HUS26 a HH�lS4�o THD4G DENOTE TRU55 WEB BRACE REQUIRED. DENOTE RAT RUN 6 10'0/C MAX. =: .: = DENOTE 2X6 5TRONG15ACK m 10'0/C MAX. MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' To QI-011 u.N.o, �a W V C) q 4'-11 1/2" -I'-11 1/2" AND UP NUM5ER OF HEADER STUDS lu m 0 SUPPORTING END OF HEADER 1 2 3 NUM5ER OF FULL LENGTH STUDS h 2 AT EACH END OF HEADER 1 3 ;F2 x 12 (02 SYP) -1/Roll OSB NAIL (3) 12d tl (o"-5' O.G. TYP. 2x12 BM./HDR. FRAMING NOTES: 1. HURRICANE 5TRAP5 TO BE MANUFACTURED 15Y 5I1" IP50N STRONG -TIE OR EaUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE A5 FOLLOWS, U N.O: * TRU55 TO MASONRY/CONCRETE SHALL ESE META -1(o * FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-1(o AT EACH END ANIS 32" ON CENTER ON JOISTS PARALLEL TO MALL. * TRU55 TO WOOL) FRAMING SHALL 5E MTS -12 3.TRU55 TO TRU55 CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRU55 MANUFACTURER. '.REFER TO TRUSS 1°°'IANUFACTURER'5 SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. E -)-HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING FLAN (o. MIN. 2X4 HIP GUT BLOCKING SECURED W13-106 GUN NAILS OR 3-126 HAND DRIYE5 e EA. END. GUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 AS PER APA REOUIREMENT5. (is �� I = � I 1011"i T10,11 WHO TRUSS TO 4X4 POST = (1) HTS -20 e--. .•r^t t- A\IA rel --L1 111- 14\- -.-- ELEVATION B OR 19 SOUTHERN TRUSS 02 02/11 A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SU131DIV. 230 LOT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MODEL: >'2720„ GARAGE SWING: LEFT PAGE: ROOF FRAMING PLAIT ELEV. 9 71 c f7 ARCHITECT= STATE OF FLORIDA CANTWELL 1012079 PRINT DATE: 03/06/12 SCALE: 1/4"=1'-0" SHEET 7 oF2n �a W V C) q p z O Lu 0 w 0 z to z z - JZLI W z O w lu m 0 h (P \ CV �,�► h <� 4p SU131DIV. 230 LOT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MODEL: >'2720„ GARAGE SWING: LEFT PAGE: ROOF FRAMING PLAIT ELEV. 9 71 c f7 ARCHITECT= STATE OF FLORIDA CANTWELL 1012079 PRINT DATE: 03/06/12 SCALE: 1/4"=1'-0" SHEET 7 oF2n SYMBOL DEFINITION NOTES AMF d) 125v OUTLET 20 I� SINGLE POLE 110v OUTLET 1/2 OF OUTLET 4 110v OUTLET WIRED TO SWITCH EQUIPED WITH 110v OUTLET GROUND FAULT fNTERUPTER GFI (TAMF'E M615TANT 220V OUTLET WIRE CONNECTION EXTERIOR wP GROUND FAULT GFf WATERPROOF INTERRUPTER OUTLET SWITCH y SWITCH 3 -WAY OPER. '4 SWITCH 4 -WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT Gl PROOOFF VP LIGHT Cr RECESSED 9 CAN WALL SCONCE PREWIRE VENT. FAN 1 CFM PER 50. FT. VENT. FAN 1 CFM PER 17111.) W/LIGHT 50. FT. 2' LIGHT STRIP 00000u 4' LIGHT BTRIP ® 4' RECESSED 2-5UL5 WRAP FLUORESCENTAROUND LIGHTT 2'FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT L® PANEL Niiim METER SMOKE BATT. BACK-UP DETECTOR W/ HARI?l IRE INTER - WALL BATT. BACK-UP MOUNTED W/ HARDWIRE S D. INTER - DETECTOR rxED BATT. BACK-UP CARBON W/ HARDWIRE (� MONOXIDE/ CONNEc ED `95/CO SMOKE DETECTOR SHALL BE A COMBO DISTANCE OF NOT LESS THEN 4" FROM WALL PENDANT LIGHT NATURAL GAS OUTLET . TELEPHONE JACK WATER HEAT. DISCONNECT A/C AIR. GOND. DISCONNECT ElTELEVISION JACK CEILING X REC�UIRED to O BE SUPPORTED J J-PDX IN BOACCORDANCE MADRKED AS SUCH FOR INSPECTION CEILING REQUIRED TO FAN/LIGHT BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL E SECURITY KEYPAD PUSH- FOR 4PB. BUTTON CHIMES NOTES: LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED -Y 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 a ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXAU5T FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 200-1,RESIDENTIAL 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.G. 2208 ARTICLE 300.(8) (2) * ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE ' TT WP. GF I l )INING ROOM irl FROM'[ Vtllllllll�ii I 111111111 MR15011, �l RED I O'ir-'TIONAL BEDROOM #5 �z)COVERED PATIO OUTLET FOR MICRO. NOT TO SCALE. 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. POWER COMPANY TRANSFORMER GRADE PROVIDE 200 AMP, 120/240 VOLT, 1 PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 #2/0 COPPER (CU) IN 2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 04/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 51D_ NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA * 100%, REMAINDER 6 35% NET LOAD: (o,949 VA RANGE: 12,000's -10% 8,400 VA DRYER: 5,000 e 10510 3500 VA TOTAL 18,849 VA NEUTRAL AMP,ACITY: 18,489 / 240 = rt8 A 02 AL MINIMUM NEUTRAL CONDUCTOR. REF. GF I } III \ DINING ROOM II II II II II — — — — — — — — — — — — II II II II DEN LIVING 1 I I ROOM 1 II 1 I I I I i OPTIONAL DEN TU PROVIDE 3 2/0 CU, 1 04 CU GND 2" CONDUIT OR PROVIDE 3 4/0 AL, 1 04 AL GND IN 2'' CONDUIT, (CONDUIT TO TERMINATE ABOVE SOFFIT 6 OVERHANG.) COMBINATION SERVICE 200 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO M O PANEL 200,4/2 MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTER5"h`5TEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 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 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#= HOUSE PLAN: 2720 MODEL LOAD INFORMATION VA 2720 SQFT GENERAL LIGHTING X3 VA PER SQFT 8180 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1600 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 SUBTOTAL OF GENERAL LOAD 35860 FIRST 10 KVA OF GENERAL LOAD AT 1009 10000 REMAINDER OF GENERAL LOAD AT 4036 25880 VA x .4 10344 TOTAL NET GENERAL LOAD 20344 4 TON HEAT PUMP#1 28 AMPx 240 VAS 8720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= --- 10 KW ELECTRIC HEAT AT 859 6500 5 KW ELECTRIC HEAT AT 859 --- NET GENERAL LOAD 20344 NET TOTAL HEAT 13220 TOTAL LOAD 33584 CALCULATED LOAD FOR SERVICE $3564 VA/240 V= 140 AMP 200 AMP SERVICE 2 VTR JIB 21 2 VTR 3 JIB 2 2" WASHER TO MAIN NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. 2" VTR Jig 2 2 R I KITCHEN SINK W/ AUTO VENT A R C H ITEC TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti N tri � Q � r� Z_ LU <[ Q U pC Q Q pC Z O 01 r SUBDIV. & LOT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MODEL: 2720" GARAGE SWING: LEFT PAGE: PLUMBING RISEN DIAG. & 1ST FL. ELEC. PLAN__ ARCHITECT: STATE OF FLORIDA 0 7 201? A N012079 PHI DATE: 03/06/12 SCALE: 1/4"=1'-0" ELECTRICAL LEGEND SYM50L DEFINITION NOTES d12rpv OUTLET am AMP SINGLE POLE IIOV OUTLET �n 1/2 OF OUTLET 110V OUTLET WIRED TO SWITCH EOUIPED WITH 110v OUTLET GROUND FAULT ITAM MM GPl w ��ff ff 2200 OUTLET WIRE CONNECTION EXTERIOR OUND FAULT GWFII WATERPROOF NTFRRUPTER OUTLET SWITCH SWITCH 3 -WAY OPER. 64 SWITCH 4 -WAY OPER. / WALL MOUNTED L IGHT m mSl CEILING LIGHT PROOF VP LIGHT r � RECE89ED CAN WALL SCONCE F'REWIRE 1 CFM PER VENT. FAN 50. FT. VENT. FAN 1 CFM PER LU/LIGHT SQ. FT. 2'LIGHT STRIP 4' LIGHT STRIP ® 4' RECESSED FLUORESCENT 2-15UL5 WRAP LIGHT AROUND 2' FLUORESCENT 4' FLUORESCENT *TRACK LIGHT ® PANEL METED SMOKE MATT. BACK-UP $ p DETECTOR W/ HARDWIRE INTER - WALL MATT. BACK-UP MOUNTED W/ HARPWISS S D. E TE- DETEECCTOR CONNECTED MA'T'T. MACK -UP CARBON Wi HARDWIRE (Q� MONOXIDE/ CONNECTED `U3/C0 SMOKE DETECTOR SHALL ME A COMBO DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET . TELEPHONE JACK WATER HEAT. DISCONNECT AIR. COND. A/C DISCONNECT TV. TELEVISION JACK REOUIRED TO BE SUPPORTED J O J -BOX IN ACCORDANCE W/ 5OX MARKED AS SUCH FOR INSPECTION CEILING FAN/LIGHT REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD PUSH- FOR TP.B. 15UTTON CHIMES NOTES: * LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED Q 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 s ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXAUST PAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FSC 200'1,1RE51DENTIAL 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.(5) (2) * ALL RECEPTACLES TO BE TAMPER- RI=SISTANT TYPE f D Ifr i( , f� "' it !} R ELECTRICAL PLAN f ° 1 BATH #2 OFT. OWNER'S BATH A R C H I r E C r S Design G ro u p ��c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.albdesigngroup.com AA #: 0003325 SUSDIV. & LOT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.000 MODEL: "2720" 20" GARAGE SWING: LEFT PAGE: 2ND FLOOR ELECTRICAL PLAN ARCHITECT NATE OF FLORIDA MA 7 201,E JAMES CANTWELL AR 01079 rDA NT 03/06/12 SCALE: 1/4"=l' -O" 9 w �n w w � n Q 0 111 � o 111 il- =3 m E~ m mSl SUSDIV. & LOT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.000 MODEL: "2720" 20" GARAGE SWING: LEFT PAGE: 2ND FLOOR ELECTRICAL PLAN ARCHITECT NATE OF FLORIDA MA 7 201,E JAMES CANTWELL AR 01079 rDA NT 03/06/12 SCALE: 1/4"=l' -O" 9 LEGEND ® SUPPL•T' AIR DIFFUSER RETURN AIR GRILL ® SIDE-WALL OR I WAY DIFFUSER SOLID LINE= SUPPLI' TRUNK — — BROKEN LINE= RETURN TRUNK BALANCING PAMPER OR OBD O CEILING EXHAUST FAN 0/4 OUTSIDE AIR (T) THERMOSTAT N PA55 THROUGH AIR GRILL PT VERTICAL CHASE A/C SECURE STRAP TO UNIT 5IMP5ON WB CONC. W/ (2)-3/161'X2" ROLL STRAP TAP -CONS OR EQUAL PLA �5ECURE STRAP TO CONC. SLAB UNIT W/ (2) O&A 1/4 SHT MTL SCREWS NOTE: ,ALL HVAC TO HAVE PROPER �``�... PANS W/DRAIN5 ATTIC EXTERIOR WALL AIR HANDLE SUCTION AND LIQUID REFRIGERANT LINES Aux. Drain Line EVAi". TRAY- 3/4" PVC CONDENSATE DRAIN LINE RETURN —REFRIGERANT LINES TO CONDENSING UNIT - TRAP DRAIN LINE AND TERMINATE IN A APROVED DRAIN, AS PER FLORIDA MECHANICAL BLDG. COPE 2001, 301.2.1.1 HVAC NOTE& 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIRMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER 2001 FLORIDA MECHANICAL BLDG. CODE SECTION 603 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA 130A 2-3.1 4. FRESH AIR INTAKES SHALL NOT FSE LOCATED CL05ER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL, BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER 2001 FLORIDA MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO 2007 FLORIDA MECHANICAL CODE 603.1 '1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH 200-1 FLORIDA MECHANICAL CODE SECTION 403 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALL$ ,$HALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL. DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND 2001 FLORIDA MECHANICAL CODE SECTION 601 10. GRILLS AND DIFFUSERS SHALL BE PROVIDED WITH 5ALANCING DAMPERS. ii. DRYER 5005TER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. L FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR 'FEET WITH MAX. SIX ELBOWS. 1 �1 [ 1M1[ 11 DD D [ [ ALL BALANCING RETURNS ARE THROUGH WALL 4 OVER DOOR EXCEPT FOR MASTER BEDROOM A R C H 1T E C TS Grousign p Inc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 00 CEILING T y PLENUM— AIR SUPPLY AIR R'ETURP EXTERIOR WALL AIR HANDLE SUCTION AND LIQUID REFRIGERANT LINES Aux. Drain Line EVAi". TRAY- 3/4" PVC CONDENSATE DRAIN LINE RETURN —REFRIGERANT LINES TO CONDENSING UNIT - TRAP DRAIN LINE AND TERMINATE IN A APROVED DRAIN, AS PER FLORIDA MECHANICAL BLDG. COPE 2001, 301.2.1.1 HVAC NOTE& 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIRMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER 2001 FLORIDA MECHANICAL BLDG. CODE SECTION 603 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA 130A 2-3.1 4. FRESH AIR INTAKES SHALL NOT FSE LOCATED CL05ER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL, BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER 2001 FLORIDA MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO 2007 FLORIDA MECHANICAL CODE 603.1 '1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH 200-1 FLORIDA MECHANICAL CODE SECTION 403 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALL$ ,$HALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL. DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND 2001 FLORIDA MECHANICAL CODE SECTION 601 10. GRILLS AND DIFFUSERS SHALL BE PROVIDED WITH 5ALANCING DAMPERS. ii. DRYER 5005TER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. L FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR 'FEET WITH MAX. SIX ELBOWS. 1 �1 [ 1M1[ 11 DD D [ [ ALL BALANCING RETURNS ARE THROUGH WALL 4 OVER DOOR EXCEPT FOR MASTER BEDROOM A R C H 1T E C TS Grousign p Inc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 9U13IDIV. &e IAT: TUSCA PLACE NORTH LOT #7 PROJECT# 2103.009 MODEL: „2720, GARAGE :SWING: LEFT PACE: FIRST & SECOND FLOC) MECHANICAL PLANS ARCHITECT STATE OF FLORIDA JAME3AI AR NO1 PRINT DATE: 03/06/12 :SCALE: 1%4"-13-0► r l o 01, ! * (0� � w-� LU a O � } � U L O p z l9 w �*M (m h• N 9U13IDIV. &e IAT: TUSCA PLACE NORTH LOT #7 PROJECT# 2103.009 MODEL: „2720, GARAGE :SWING: LEFT PACE: FIRST & SECOND FLOC) MECHANICAL PLANS ARCHITECT STATE OF FLORIDA JAME3AI AR NO1 PRINT DATE: 03/06/12 :SCALE: 1%4"-13-0► r l o 01, ! * (0� DR HORTON HOMES SUBDIVISION: LOT BLOCK: U) W id.11 continues MODEL: 2720 GARAGE RIGHT MARCH 2010 PG of _ FEBRUARY 2011 MARCH 2011 –140" 38" �--44" 1 - V1'V-rz. r 1 - DWR3 1 - BCF27 3 - BTK8 PRT 3 - UM8 BLD 1 - UF3P 1 - FL36 (VOIDS) 5-CM8BLD All dimensions -size designations given are subject to verification on job site and adjustment to fit job conditions. 56° *rwww**wwrwwrww*r**r******w»****rr Designed: 03/07/11 Designer: P. Nottbohm Printed: 03/07/11 This is an original design and must not be released or copied unless applicable fee has been paid or job order placed. 2720 KITCHEN 36 OR (03-07-11) FLOORPLAN I Drawing #: 1 1 Scale : 0 1/2" = 1' 11 KITCHEN CABINET DR NORTON HOMES SUBDIVISION: LAYOUT LOT BLOCK: POWDER B L CABINET LAYOUT MODEL: 2720 PG _ of — DR HORTON HOMES SUBDIVISION: LOT BLOCK: GARAGE RIGHT MARCH 2010 FEBRUARY 2011 MARCH 2011 *** POWDER BATH USES A PEDESTAL LAV *** 14 L=IBX BATH 2 PARTS: 1 - UF3 P 1 - UM8 BLD 1 - BTK8 PRT All dimensions _size designations given are subject to verification on job site and adjustment to fit job conditions. 2720 BATHS _OPTTONS OR (03-07-11) wrwrww*rwrrrrrwrrwwwwwwwwrrtw****** Designed: 03/07/11 Designer: P. Nottbohm Printed: 03/07/11 This is an original design and must not be released or copied unless applicable fee has been paid or job order placed. FLOORPLAN I Drawing #t: t Scale : 0 1/2" = 1 68 o OPT. LAV. VSB6034H OWNER's BATH DOOR STYLE: L=1BX PARTS: 2 - UF6 1 - BTK8 PRT 1 - UM8 BLD MODEL: 2720 All dimensions -size designations given are subject to verification on job site and adjustment to fit job conditions. PG of 2720 BATHS 0PTIONS OR (03-07-11) GARAGE RIGHT MARCH 2010 FEBRUARY 2011 MARCH 2011 rrwwwwwwww*wrwrwrwwrrrwrwwwwr*wwww Designed: 03/07/11 Designer: P. Nottbohm Printed: 03/07/11 This is an original design and must not be released or copied unless applicable fee has been paid or job order placed. FLOORPLAN I Drawine #: 1 Scale: 0 1/2" — 1' OWNERS BATH CABINET LAYOUT DR HORTON HOMES SUBDIVISION: LOT BLOCK: DOOR STYLE: BASE PARTS: 1 - BTK8 P 1 - UM8 BLD L=2BX UPPER PARTS OVER BASE: 1 - UM8 BLD L=2BX UPPER PARTS OVER W/ D: 1 - UF3 P 1 - UM8 BLD L=2BX OPT. LAUNDRY ROOD[ CABINET LAYOUT MODEL: 2720 GARAGE RIGHT MARCH 2010 PG of _ FEBRUARY 2011 MARCH 2011 OPT LAUNDRY BASE OPT LAUNDRY UPPERS OVER BASE OPT LAUNDRY UPPERS OVER W/D All dimensions -size designations given are subject to verification on job site and adjustment to fit job conditions. 2720 BATHS -OPTIONS OR (03-07-11 100" wrrrwrwwwwwrrrw***ww**rwwwwwwrrrrr Designed: 03/07/11 Designer: P. Nottbohm Printed: 03/07/11 This is an original design and must not be released or copied unless applicable fee has been paid or job order placed. FLOORPLAN I Drawing #: 1 Scale: 0 1/2" = 1 A R C H IT 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 SUI3DIV. & LOT; TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MO DEL: "2720" GARAGE SWING-. LEFT PACE: CABINET LAYOUTS ARCHITECT- STATE OF FLORIDA ul/Ani JAMES I PRINT DATE: 03/06/12 SCALE: 1/4"=1'-0" w �n W � � o Q a r UU � :30 m 1L w (P h ti m � SUI3DIV. & LOT; TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MO DEL: "2720" GARAGE SWING-. LEFT PACE: CABINET LAYOUTS ARCHITECT- STATE OF FLORIDA ul/Ani JAMES I PRINT DATE: 03/06/12 SCALE: 1/4"=1'-0" (1) +'S REBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION Z TEXTURED FIN15H E 0- 8' GMU r, 1/2' GYP. UL. HD. ;q WOOD BASE O I e I • 4' CONC., RE INF. W/ 6'xb' 010 WU.M OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON ° WELL -COMPACTED GLEAN TERMITE TREATMENT SHALL BE BORA-CARE 4' B' 4' (2) 5 REBAR ON CHAIRS 1—STORY FOOTING 1 W BLOCK WALL SCALE: 1/2' -l' -O' r a 4' CONC., REINF. W/ b'xb' 9 W 0 UH OR FIIBERME5H ON 6 -MIL POLY F ETHYLENE VAPOR BARRIER ON m U UJEELLLL-COMPACTED CLEAN TERMITE T(I) "ETi?EAR O1V GHABORA-CARE 4 THICKEN EDGE SCALE- 1/1'-1'-0' m A 4' CONC, REIN=. W/ b'Xb- W ULM OR F15ERMESH ON 6 -MIL POLY 14- 4- ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE GARAGE STEP-UP NON-BEARING SCALE: i/2"=1'-0" GRADE m 4' CONC, REINF. W/ 6'x6' *I0 WWM OR FIBERMESH ON b -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT $HALL BE BORA-CARE 5 REBAR ON CHAIRS 0 CONCRETE PAD SCALE- POURED LINTEL CONT. (TYP.) ?o ; S' CMU FILLED CELL (TYP.) w 2X WALL FRAMING (4) VX'I' ANCHOR BOLTS or (4) 'X1' J -BOLTS MIN. 5" EMBEDMENT W/ 2'X2'XI/8' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND MEFAM. 8ET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 1 �� BLOCK WALL CONNECTION SCALE: I/1'-1'-& (1) 5 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. 4 'a a .r 4' CONC, REINF. W/ b'xb' 010 WWM OR 4' FIBERME814 ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENt SHALL BE 150RA-CARE TYP. RETROFIT FOR OMITTED DOWELS BCAL3=: 1/2' -l' -O' �A. z m 0 A - SECURE BT. PLATE TO BLK W/ }" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 'I' EMBED. MIN. * 32' OC MAX. 4' CONC., RE INF. W/ 6'xb' MO WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (2)'"3 RE15AR ON CHAIRS 1—STORY FOOTING AT L.B.W. W UPLIFT SCALE: I/2 I1_0 - STUDS 16' O.C. MAX 5 V!' * HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' W EMBED. MIN a 32' OC MAX. t!4 4' CONC, REINF. W/ 6'x6' 010 WWM OR PIBERMS814 ON b -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE " $' 4' 4' TREATEMENT SHALL BE BORA-CARE 1 -4" (2) +'B REBAR ON CHAIR$ GARAGE STEP-UP 6 1- STORY L.B.W. SCALE: I/2"=1'-0' b, I" RECESS FOR S2.D. TRACK FINISH FLOOR !u �• .a.a d e•8 a aq A. SLAB AT S. G. D. SCALE- --CAULK AND SEAL GAS LINE I �' PVC SLEEVE FOR GAS LINE $' CMU DRYWALL WOOD SASE •a e' ' • ad a:.lol 1� GAS LINE THRU BLOCK SCALE- SECURE BT. PLATE TO SLAB W/ }" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN. b 32' OC MAX. u -a D. a• . r r ,. H 11BR-4.2 Ell _lH R-11 INSULATION MIN. l' d'• STUDS Ib' OC. MAX 4' CONC, REINF. W/ b'xb' 010 WWM OR 1/2' GYP. WL. BD. SECURE BT. PLATE TO 5LA5 W/ 10d WOOD BASE FIBERMESH ON 6 -MIL POLY O MAX BOLT W! 2' WASHER SET MSIMPSON ETHYLENE VAPOR BARRIER ON m l� 1/2' GYP. WL. BD. EMBED. MIN. * 32" OC MAX. WELL -COMPACTED CLEAN TERMITE 4" 1'-0" - 6- TREATEMENT SHALL BE BORA-CARE (3) 05 REBAR ON CHAIRS 71 pl , (3) 5 REBAR * 2-STORY4. 2—STORY FOOTING 1 AT L. B. W. SCALE: 5 1/2'0 HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/" ANCHOR HOLT W/ 2' WASHER 8ET IN SIMPSON HIGH STRENGTH EPDXY T EMBED. MIN. * 32' OC MAX. 4' CONC, REINF. W/ b'xb" 010 UIUI" 1 OR FI5ERME5H ON 6 -MIL POLY ? !X ETHYLENE VAPOR BARMIER ON F j WELL -COMPACTED CLEAN TERMITE ;,l U 4' 6' b' 4' TREATEMENT SHALL BE BORA-CARE (3) +'5 RE5AR ON CHAIRS GARAGE STEP-UP �A 2 -STORY L.B.W. SCALE: 1/2'_-V-0' RECESS FOR GARAGE DOOR 4' CONC, REINF. W/ b'xb" X10 WWM OR FIBERMESH ON b -MIL POLY ETHYLENE VAPOR HARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (1) 5 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: 4' CONC, REINF. W/ 6'xb' 1110 WWM OR FIBERMESH ON 6 -MIL POLY 9 ETHYLENE VAPOR BARRIER ON L WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE „ (2) IB REBAR ON CHAIRS 1 -STORY FOOTING R AT L.B.W. W NO -UPLIFT) 2 L J SCALE: 1/1'-1'-0' CURB HEIGHT VARIES 1/2' RECESS FOR SERVICE DR 4' CONC, REINF. W/ 6'x&'010 LMLM OR ,•''a a';a FIBERMESH ON 6 -MIL POLY « • ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE W� (2) 45 REBAR ON CHAIRS Fo m SLAB AT GARAGE SERVICE DOOR SCALE: 1/2'-1'-0" 12 SHOWER RECESS FOOTER SCALE: 1'=1'-0' ON CHAIRS 2 -5TORY (3) 5 MBAR ON CHAIRS (1) 5 RE5AR VERTICALLY Wi CONC. POUR CELL R-42 INSULATION s' CMU 1/2' GYP. WL. BD. WOOD BASE M ■ 4' CONC., REINF. W/ b'xb' "10 WU1M OR F115ERMES14 ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE 50RA-CARE 4- 8- AY- in U V_ . l2)''S REBAR ON CHAIRS 1—STORY FOOTING 3 W FRAME WALL 5CALE- (I) 45 REBAR VERTICALLY W/ CONC. POUR CELL z 8' CMU �J I� �^ CURB HEIGHT VARIES z ip a • a 4' CONC, REINF. W/ 6'xb' MO WUIM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON " ` • WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE 4' S' 4' (2) 05 REBAR ON CHAIRS i•�1 � 1 -STORY FOOTING 8 AT GARAGE TEXTURED FIN15H H 11BR-4.2 Ell _lH R-11 INSULATION MIN. l' d'• STUDS Ib' OC. MAX Q FI5EWr=SH ON b -MIL POLY h F ETHYLENE VAPOR BARRIER ON 1/2' GYP. WL. BD. SECURE BT. PLATE TO 5LA5 W/ 10d WOOD BASE CUT NAILS/ MASONRY NAIL * 32' O.C.ECURE at PLATE TO BLK W/ }' MAX BOLT W! 2' WASHER SET MSIMPSON dl HIGH STRENGTH EPDXY 1"IF---ANCHOR 1/2' GYP. WL. BD. EMBED. MIN. * 32" OC MAX. 4' CONC, REINF. W/ 6'xb' 1110 WWM OR FIBERMESH ON 6 -MIL POLY 9 ETHYLENE VAPOR BARRIER ON L WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE „ (2) IB REBAR ON CHAIRS 1 -STORY FOOTING R AT L.B.W. W NO -UPLIFT) 2 L J SCALE: 1/1'-1'-0' CURB HEIGHT VARIES 1/2' RECESS FOR SERVICE DR 4' CONC, REINF. W/ 6'x&'010 LMLM OR ,•''a a';a FIBERMESH ON 6 -MIL POLY « • ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE W� (2) 45 REBAR ON CHAIRS Fo m SLAB AT GARAGE SERVICE DOOR SCALE: 1/2'-1'-0" 12 SHOWER RECESS FOOTER SCALE: 1'=1'-0' ON CHAIRS 2 -5TORY (3) 5 MBAR ON CHAIRS (1) 5 RE5AR VERTICALLY Wi CONC. POUR CELL R-42 INSULATION s' CMU 1/2' GYP. WL. BD. WOOD BASE M ■ 4' CONC., REINF. W/ b'xb' "10 WU1M OR F115ERMES14 ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE 50RA-CARE 4- 8- AY- in U V_ . l2)''S REBAR ON CHAIRS 1—STORY FOOTING 3 W FRAME WALL 5CALE- (I) 45 REBAR VERTICALLY W/ CONC. POUR CELL z 8' CMU �J I� �^ CURB HEIGHT VARIES z ip a • a 4' CONC, REINF. W/ 6'xb' MO WUIM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON " ` • WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE 4' S' 4' (2) 05 REBAR ON CHAIRS i•�1 � 1 -STORY FOOTING 8 AT GARAGE 2—STORY -� — TEXTURED FINISH H 11BR-4.2 Ell _lH (1) *3 REBAR VERTICALLY W/ CONC. POUR CELL INSULATION l' d'• a • 4' CONC, REINF. W/ 6'xb' 010 01111 OR Q FI5EWr=SH ON b -MIL POLY h F ETHYLENE VAPOR BARRIER ON z ' TEXTURED FINISH I Q 7 a ETHYLENE VAPOR 15ARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE B' CMU h dl M. 1/2' GYP. WL. BD. [4'[ is 2 a 0'-0' FIN. FLR. _ — WOOD BASE 2—STORY -� — TEXTURED FINISH W 4' CONC, REINF_ W/ 6'xb' 610 WA111 OR CLEANOUT REOUIRED FOR INSPECTION l' d'• a • 4' CONC, REINF. W/ 6'xb' 010 01111 OR Q FI5EWr=SH ON b -MIL POLY h F ETHYLENE VAPOR BARRIER ON z ' • F15ERME5H ON 6 -Mil- POLY WOOD BASE +° WELL -COMPACTED CLEAN TERMITE TREATED FILL 7 a ETHYLENE VAPOR 15ARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE Z F ANCHOR 5OLT W/ 2" WASHER SET IN dl SIMPSON HIGH STRENGTH EPDXY 1' F [4'[ (3) 'r5 REBAR ON CHAIRS a 0'-0' FIN. FLR. . (2) *3 REBAR * I-STORYz I - 6- 2—STORY FOOTING 13 W BLOCK WALL SCALE: 1/2' =1'-0' TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ $' HOOK GROUTED BOND BEAM V� • •a a ..e a � -� — TEXTURED FINISH W 4' CONC, REINF_ W/ 6'xb' 610 WA111 OR CLEANOUT REOUIRED FOR INSPECTION l' d'• STUDS 16' O.C. MAX Q FI5EWr=SH ON b -MIL POLY h F ETHYLENE VAPOR BARRIER ON z ' le a �• I". ` WOOD BASE +° WELL -COMPACTED CLEAN TERMITE TREATED FILL + a Z F ANCHOR 5OLT W/ 2" WASHER SET IN O SIMPSON HIGH STRENGTH EPDXY 1' a EMBED. MIN. * 32' OC MAX. •a ° a 0'-0' FIN. FLR. . (2) *3 REBAR * I-STORYz I I � o • • , (3) 5 REBAR * 2-STORY4. (I) "5 VERT. DDUJEL F ' °• . ,p :' • A a . n TIE VERTICAL REB R ° • " • ° LAPPED W/ BOND REAM b' PVC CHASE THRU FOOTING a . i, a , TO HORIZONTAL a o: 1 n' OUTSIDE RE5AR TO BE( CONTINUOUS a 1) (U w3 MBAR AT CORNERS W/ 25' LAP MIN. 'r' REBAR W/ S' HOOK o " • �� 'rte . . a a e a Aab A �•e. d" e L I -STORY 1 [4'11(2) E 7 "L '• . r 4" $' r5 REBAR ON CHAIRS U M O U 4 . �^ - 2 -STORY I -4 (3) 43 REBAR ON CHAIRS 2'-I' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1—STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING AT LINTEL CORNERS W BLOCK WALL E REINFORCING scALE: In"=T -0' C SCALE: 12"=r-¢�' SCALE: 1/2'-r-0' SCALL=: 1/2'=r -m" ALL ]�xTERIO � FOO r iEiF, AT' PINI H S LAB'S TO B_E MIN. 12" BELOW UNDI '7C'IJR�]FD OIL 2—STORY FOOTING 43 A W FRAME WALL SCALE: 1/21.11-011 -� — TEXTURED FINISH (1) IS REBAR VERTICALLY R-11 INSULATION MIN. STUDS 16' O.C. MAX t/2' GYP. WL. BD. $' CMu WOOD BASE TIE VERTICAL REBAR SECURE BT. PLATE TO BLK W/ Z F ANCHOR 5OLT W/ 2" WASHER SET IN a SIMPSON HIGH STRENGTH EPDXY 1' cu O EMBED. MIN. * 32' OC MAX. n 4• ' .a ? - a' FIBERMESH ON 6 -MIL POLY A a .. 4' CONC., REINF. W/ 6'x6' 010 WUJM OR ETHYLENE VAPOR BARRIER ON FIBERMESH ON 6 -MIL POLY in ETHYLENE VAPOR BARRIER ON *°a r WELL -COMPACTED CLEAN TERMITE T'EATEMENT SHALL BE BORA-CARE TREATEMENT SHALL BE k' SORA -CARE l3)O5 REBAR ON CHAIRS 2—STORY FOOTING 43 A W FRAME WALL SCALE: 1/21.11-011 2 -STORY FOOTING AAT GARAGE SCALE: I/2 1'-0' �1 NOT USED lY (1) IS REBAR VERTICALLY W/ CONC. FOUR CELL $' CMu L0. TIE VERTICAL REBAR CURB HEIGHT VARIES a TO HORIZONTAL W 4' CONC, REINF. Wl 6'x6' 010 UUM OR n ;e I FIBERMESH ON 6 -MIL POLY F ETHYLENE VAPOR BARRIER ON in WELL -COMPACTED CLEAN TERMITE r TREATEMENT SHALL BE k' SORA -CARE • 4 ] a Aab A (3) 45 R.ESAR ON CHAIRS w '• . r tK , 4' b" b 4' 2 -STORY FOOTING AAT GARAGE SCALE: I/2 1'-0' �1 NOT USED lY HORIZONTAL/VERTICAL REINFORCING AT v BEARING CHANGE A R C H 1 T E C TS Design Group inc. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngro,up.com AA #: 0003325 GROUTED BOND BEAM VARIES PER ELEV. w TIE VERTICAL REBAR L a TO HORIZONTAL W 8.. REBAR W/ S' HOOK a' VARIES PER ELEV. • 4 GROUTED BOND BEAM A w n •a ` a a 6 .a ••' C/} CLEANOUT REQUIRED FOR INSPECTION U z W (P h 1I1 ' a 0'-O' FIN. FLR. pq ' ' n TIE VERTICAL REBAR '•e , .' °° ° • TO HORIZONTAL n + RE5AR W/ $' HOOK L� .n U HORIZONTAL/VERTICAL REINFORCING AT v BEARING CHANGE A R C H 1 T E C TS Design Group inc. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngro,up.com AA #: 0003325 SVBDIV. & LAT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MODELS "2720" GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS CARCHITEGT� STATE OF FLORIDA WAN PRINT DATA: 03/06/12 , SCALM 1 /4" =1' - 0" SHEET w W � w a C/} Q q U W (P 1I1 SVBDIV. & LAT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MODELS "2720" GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS CARCHITEGT� STATE OF FLORIDA WAN PRINT DATA: 03/06/12 , SCALM 1 /4" =1' - 0" SHEET PANEL ANCHOR SEALANT 3/5" -EXPANSION STRIP— FREE OF MORTAR PANEL ANCHOR 1/4" EXP SOLI TWO PER ANCHOR WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND 60 D2 LINTEL PLATE — 3/5" EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO BE MIN. 1/2" DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS BLOCK NOTE: TH15 DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS SLOCK. PANEL REINFORCING mai EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS �,,-- GLASS BLOCK POSITION (2)1-1/411 6-4 HEX WASHER 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 RE INFORC ING MORTAR ASPHALT EMULSION 1-3/4" X 20 GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL SECURE 2x6 MIN. TO BLK W/ (2) V HEAD LENGTH ANCHOR BOLT W/ 2" WASHER SET TENSILE STR Sd IN 5IMPSON HIGH STRENGTH 11/8' .113 EPDXY 4' EMBED. END AND 18' O.C. MAX 2X4 SECURED TO SPACING. LL GABLE END 106 ROUNDMODIFIED W/(2)12dGEA. UPRIGHT .128 110000 OR T ® on ® 2X4 SECURED TO GABLE ENG W/(2)126 O.C. SECURE 2x4 ON FLAT TO BLK W W W/ CUT NAILS. L-306 ® SIDES: 2X(o GARAGE DOOR BUCK W/ (3) ® GABLE ,..' BLOCKING TRU55 2x4 BLOCKING �'XV J -BOLTS 4' EMBEDMENT MIN. n A EA. RAFTER W/ 2'X2'XYa WASHER AND NUT L-30 EA. Si -AGED EVENLY FROM FLOOR TO RAFTER GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. 1-2X& PT BLOCK a CENTER OF DOOR HEADER W/(1) )�'X8' J -BOLTS 4' EMBEDMENT W/ 2'X2 '549' WASHER AND NUT H2.5 EA RAFTER 2x4 RAFTER 24" O.G. 2x4 FRAMING ® OO o � (TYP) GARAGE DOOR BUCK ATTACHMENT SCALE. 8 NOT USED FRAMED OVERHANG 4 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.B W/ , MIN. i' EMBEDMENT 2' DIA. W45HER 32' O.C. MAX *5 RE15AR CONT. WOOD FRAME TO BLK. SCALE: 1/2' a l'-0' PLAN VIE W SCALE: 1/2'- 1'-0' SPARK ARREST PER MANUFACTURER 1X2 PT. TOP OF BOX PRL. TOP PLATE — 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON 0.5.8. SHEATHING OR �" CDX PLYWOOD PRE. ENG. TRUSS SIMPSON H-5 (MIN.) a 2X4 t0 TRUSS PRE. ENG. TRU55 SP4 OR 4-5 TOP PLATE TO STUDS !'-0" ABY. 10'-0' LEVEL TO ROOF aR 2'-O',45v. HIGHEST RIDGE WITHIN 10'-0' SIMPSON H-5 (MIN.) 2X4 TO TRUSS 1 CHIMNEY DETAILS SGALE: 1/2"=1'-0" PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS a I(o' D.G. MAX SIMPS0 L5 A- 6 EA, JACK STUD, BOTH SIDES OF OPENING. 2x STUDS -9 1c" O.G. MAX W/ SHEATHING, SHEATHING TO BE WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS ISEE HEADER 5PA14 CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY 6 A TIME. USE 12d NAILS, TWO WITHIN (o' FROM EACH END 4 NO MORE THAN 12' O.C. 5TAGaGERED 51=4 OR H5 a TOP AND BOTTOM PLATE$ Q 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 FLR LINE TYP. EXTERIOR WINDOW/ rJ DOOR OPENING WD FRAMED NAILINQ SGHECaUL-E ROOF DIAPHRAGM USE 1116' O.S.B. OR 1/2" CDX PLY WITH *8 RING SHANK GUN NAILS AT 4" O.G. AT SUPPORTED PANEL EDGES AND *S RING SHANK GUN NAILS AT (o' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *5 GUN NAILS ,@ 4' O.C. EXTERIOR SHEATHING USE -I/16' 0.5.8. OR 1/2" PLY WITH "S RING SHANK GUN NAILS AT Pa" O.C. AT PANEL 51DE5 AND 08 RING SHANK GUN NAILS 4" O.C. TOP 4 BOTTOM PANEL AND *& RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS 51-IALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAL REaUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR Sd ROUND,MODIFIED 11/8' .113 110000 END AND 18' O.C. MAX OR T SPACING. LL " O.S.B. SHEATHING OR--"oo 106 ROUNDMODIFIED 21/8' .128 110000 OR T TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL 4 TOOL ASSOCIATION I. 0.113 INCL NOMINAL SHANK DIAMETER ROOF SHEATHING, 2. IN�a DIAMETER OF 0,12 OvER SHANK DIAMEt1=R 3. 1(a-tO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH R00f &HEATHING LA�'OUT ANI;) ENE;)WALL 5RACINCi FOR G,45LE ENE) FRAt'*l[NG SECURE 2x TO BLOCK W/ (2) �&" TAPGON5 OR DRIVE PIN u 11 (MIN SHANK 51ZE .145) ■�� IIII WITHIN 8' OF EACH a. END AND 18' O.C. MAX v SPACING. SECURE 2x TO BLOCK W/ (2) �&" TAPGON5 OR DRIVE PIN (MIN SHANK 51ZE .145) (MIN EMBED. 1 J') WITHIN 8' OF EACH a. END AND 18' O.C. MAX v SPACING. LL " O.S.B. SHEATHING OR--"oo " CDX PLYWOOD 2x4 BLOCKS CMU WALL PRE r. ir. r. irrrr-r-. TRUS MTS - '1/16 2X4 BTM. PLA' 2" C TRUSS 2X4 PBL. TOP PLATE 2X4 STUD 16" O.G. 1/1(01 1/2' A.B. W/ MIN. 7' EMBEDMENT LOCATE fes.' -8' FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -lb 8" CMU WALL KNEE WALL DETAIL TO BLOCK (�)---SCALE: ARCH WINDOW FRAME A SECTION SCALE: 1/2' ■ 1'-0' NOTE: TYP. EXT. 514EATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT OPENINGS +8 RING 8HANK GUN NAILS * 4' O.C. TOP t BOTTOM EDGES 2X4X4' SECURE TO TRU55 W/ 3-12" S' O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-126 SECURE TO BLK W/ META -16 2'-0" EXT: SCALE: 1/2`=I' -0I C # 8 RING SHANK GUN NAILS �+ 6' O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (D.S.B. TO BE STRUCTURAL GRADE) C*8 2' DECK SCREWS (0'-8' O.C. MAX 0 EDGES 4 12' O.G. MAX IN FIELD. UNTHREADED ' 5HANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRUSS —f"' DBL. 2X TOP PLATE i/16, O.S.B. _ 2X 15LOCKING a TOP OF x/16" 0.5.E5. 2X STUDS 16" O.C. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRU55 2X4 a TOP 4 BOTTOM CONT. HETA-1(o BLK. WALL (1 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK, W/ 1/4' GAP FROM BLK. TO 0.5.B, Q HORIZONTAL 2X S.F.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. To PROVIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. Q SHEATHING m TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF Ib' FROM SHEET BELOW INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO 5TUD5 11 EXT. WALL SHEATHING SCALE: 1/2'a I' -0' A R C H I T E C T S Design Grou p Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVHDIV. 8c LAT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.000 MODEL: 2720" GARAGE SWING: LEFT PAGE: misc. DETAILS ARCHITECT - STATE OF FLORIDA PRINT DATE: 03/06/12 SCALE-1/4"=11— PLAN 1/4"=1' - W W 4 n o � O q w m q Lj SVHDIV. 8c LAT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.000 MODEL: 2720" GARAGE SWING: LEFT PAGE: misc. DETAILS ARCHITECT - STATE OF FLORIDA PRINT DATE: 03/06/12 SCALE-1/4"=11— PLAN 1/4"=1' - F15ERGLA55 SHINGLES 2x4 BLOCKING BETWEEN 2x4 BLOCKINGBETWEEN OVER #15 FELT PAPER ONF15ERGLA55 SHINGLES TRUSSES AT FIRST TWD BAYS 0.5.B. SHEATHING OR all .4'_0" O.C. CAT SHEATHING TRUSSES AT FIRST TWO BAYS OVER *15 FELT PAPER ON 4'-0" O.C. (AT SHEATHING CDX PLYWOOD SECURED O.S.B. S+-1E}4THINC� OR all SEMS) PER NAILING SCHEDULE SEAMS) CI -,)X PLYWOOD SECURED PRE -ENG GABLE TRUSS PRE -ENG GABLE TRUSS PER NAILING SCHEDULE P_t_ 1x2 WI MtL. DRIP EDGE ax4 NAILER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2) FI5ERGLA55 SHINGLES 2x4 SUB -BAND 2x4 a EACH TRUSS OVER #5 FELT PAPER ON CONT, 2x4 RAT RUN SECURED 2x4 SUB -BAND TO BE INSTALLED e MID. POINT OF Imo" O_S_B_ SHEATHING OR 211 ALUM. SOFFIT UJ/ (2) 12d'� EACH TRU55 ALUM. SOFFIT TRUSS SPAN, OR 10'-0" O.G. MAX. CDX PLYWOOD SECURED STIFFBACK AT ALL UPRIGHTS TO BE INSTALLED 6 MID, PER NAILING SCHEDULE OVER 41-10" HIGH (SEE POINT OF TRUSS SPAN, OR STIFFBAC< AT ALL SEE ENERGY CODE FORMS SEALED ENG. FOR SIZE 4 110'-011 O.C. MAX. UPRIGHTS OVER 41-1011 FOR INSULATION R -VALUES. CONDITION_) HIGH (SEE SEALED ENG. I" GYPSUM BOARD OR all PRE -ENG TRU55 SEE ENERGY CODE FORMS s 111 SEE ENERGY CODE FORMS FOR SIZE 4 CONDITION.) HIGH STRENGTH CLG. FOR INSULATION R -VALUES. 16 O.S.B. SHEATHING OR 2 FOR INSULATION R-V�4LUES_ 11 0.5.5. SHEATHING OR 211 B0,4RD MTL. DRIP EDGE CDX PLYWOOD. ATTACHED II GYPSUM BOARD OR 211 HIGH PER NAILING SCHEDULE ON � ` ° GYPSUM BOARD OR 211 CDX PLYWOOD. ATTACHED ;`° 2x4 NAILER STRENGTH GLC.30ARD SHEET D °' HIGH STRENGTH GLC. PER' NAILING SCHEDULE ON 2x4 24" O.C. INTERIOR 2x4 SUB -BAND BOARD SHEET DS 1GNEE WALL VENTED ALUM. SOFFIT '° CONC. FILLED LINTEL BLK -I/5" THICK, 3 COAT .1 CONC. FILLED LINTEL SLK. -I THICK, 3 COAT W/ (1) #5 REBAR CONTINUOUS PORTLAND CEMENT PLASTER W/ (1) #5 REBAR CONTINUOUS PORTLAND CEMENT PLASTER GONG_ FILLED LINTEL SLK. PRECAST LINTEL OVER EXPANDED GALV'D OVER EXPANDED GALV'D W/ (1) *S REBAR CONTINUOUS EMBED. STRAP VERIFY W/ METAL LATH ON FORTIFIBER R-4.2 BATT. INSUL. METAL LATH ON FORTIFIBER TRUSS PLAN R-4.2 BATT. INSUL. JUMBOTEX GRADE IIDII PRECAST LINTEL UMBDTEX GRADE I'D" PAPER PRECAST LINTEL WINDOW ATTACHMENT AS PAVER OVER TYVEK OVER TYVE< BUILDING WRAP BUILDING WRAP (REFER To WINDOW ATTACHMENT AS WINDOW ATTACHMENT A5 THICK, 3 GOAT PER MANUFACTURES (REFER TO STUCCO SPECS PORTLAND GEMENT SPECIFICATIONS STUCCO SPECS FOR PER MANUFACTURES OR COMPLETE INFORMATION) PER MANUFACTURES PLASTER APPLIED COMPLETE I�t� SPECIFICATIONS WEEP SCREED SPECIFICATIONS DIRECTLY TO PRECAST SILL (5EE DETAIL 2) PRECAST SILL (SEE DETAIL 2) -��E'RECAST SILL MASONRY (1) #5 REBAR VERTICALLY SECURE GABLE TO 2x(o P.T. (1) #S REBAR VERTICALLY SECURE GABLE TO 2x& P.T. (1) #E REBAR VERTICALLY W/ GONG, POUR CELL PLATE W/ 126's 8" O.G. MAX W/ CONC. POUR CELL PLATE W/ 12d's 5" O.C. MAX W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO I 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO I 1x2 P.T. FURRING STRIPS O.C. I�" O.C. 1&" O.G. SLK, W/ 211x9" ANCHOR BOLT W/ LK W/ 211x9" ANCHOR BOLT W/ �. 5" GMU 2" WASHER SET IN 5IMP50N + j, SII CMU 2" WASHER SET IN 5IMP5ON + �, 5" CMU HIGH 5TRENGTH EPDXY i NIGH STRENGTH EPDXY 1/2' GYP. WL. BD. 1/2 GYP_ WL. BD. 1/2 GYP. WL, 5D. _--- WOOD 5A5E EMBED. MIN. 11 32" OC MAX. WOOD BASE EMBED. MIN. � 3211 OC MAX. WOOD BASE 4 IIO II } /g THICK, 3 COAT /g THIO, 3 COAT e, 4 PORTLAND CEMENT 4 PORTLAND GEMENT �' a PLASTER AF'F'LIED a PLASTER APPLIED a , 4 ! a DIRECTLY TO 4 + . DIRECTLY TO MASONRY MA50NRY 1—STORY GABLE 1—STORY 1—STORY GABLE W/ VAULT CLG. BLOCK WALL B LOCK WALL BLOCK WALL SCALE: 3/4" =1' -0" g__5CALE: 3/4" =1' -0" SCALE: 3/4"=I'-0` 2X4: ® 2X4: ® 2X4: CM SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/f&' SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK 51ZE .145 (MIN. SHANK SIZE .145 MIN. HEAD 51ZE .300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4") MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 WITHIN 5" OF EACH END 4 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 18" O.C. MAX SPACING. 18' O.C. MAX SPACING. 8' CMU 2X(o: ® 2X6: ® 2X(a: CEM )6' DRYWALL SECURE TO BLOCK W/2-1(�," NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -31v SECURE TO BLOCK W/1-1/4' NOTE: STRUCTURAL C MUST TAPCONS OR DRIVE PIN BE ON OUTSIDE a SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH OU OUTSIDE 4 SECURED I'X4' OR 1`x2" P.T. NAILER (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK 51ZE .145 THROUGH NONI STRUCTURAL 1x4 P.T. OR /4'X4" MIN. SECURE MIN. HEAD SIZE 300 %' TAPCON MIN. 1 Y4" MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 %j,"TAPCON, MIN. I Yd" THRU FRAME 4 EXTEND I-V MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4') 3%6' TAPCON MIN. I-V MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK. -C/fro" O.S_B_ OR " CDX INTO BLOCK W/ 3,f6' TAPCONS WITHIN 5" OF EACH END 4 $' GMU WITHIN 5' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN 5' OF EACH END a OR DRIVE PIN 18" O.C. MAX SPACING. 15" O.C. MAX SPACING. 18' O.G. MAX SPACING. 8' CMU TYVEK BUILDING WRAP (MIN. SHANK SIZE _145 �' DRYWALL S' CMU ' DRYWALL MIN. HEAD SIZE .300 2x8: ® 1'X4" OR 1"X2' P.T. NAILER 2X8: ® h' DRYWALL 2X8: FORtIFIBER BLDG PAPER MIN. EMBEDMENT I -Y4' SECURE TO BLOCK W/? -3/f6' SECURE TO BLOCK W/2 -3/f6' , , SECURE TO BLOCK W/1-1/4' 1"X4' OR 1'X2' P.T. NAILER WITHIN 5' OF EACH END 4 18' TAPCONS OR DRIVE PIN �f6" O.S.B. X 4' MIN. TAPCONS OR DRIVE PIN I'X4 OR I X2 P.T. NAILER TAPCONS OR DRIVE PW W6' O.S.B. X 4' MIN. O.C. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK 31ZE .145 DOOR CASING C ,4LY11� MTL. L.,ATH MIN. HEAD SIZE .300 MIN_ HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR CASING DOOR JAMB OR WINDOW , DOOR JAMB OR WINDOW Y DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) MM. EMBEDMENT I Y4 J MIN. EMBEDMENT I Y4 J II DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER WITHIN 5' OF EACH END 4 ATTACH TO 2X PER WITHIN 5' OF EACH END a ATTACH TO 2X PER TEXTURED ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. 15" O.C. MAX SPACING. MANUFACTURES DETAILS_ 15' O.C. MAX SPACING. MANUFACTURES DETAILS. FINISH 6 WOOD MANUFACTURES DETAILS. WOOD 3/5" TO 5/g'I mIJ,> WALL NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )/4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") CONSTRUCTION WEEP SCREED>' " DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16 DOOR JAMB TO BLOCK +3 DOER JAMB TO BLOCK +3-7/16" �- WINDOW TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +1-15/16" WINDOW TO BLOCK +3" WINDOW TO BLOCK +3-7/16 SCALE: Val' -O' ` SCALE: 1'=,'-0' SCALE: Val' -0' `' SCALE: <a 2X4: ® 2X4: ® 2X4: ® 2X4: CM a cMU SECURE TO BLOCK W/ 3/f6' SECURE TO BLOCK W/ 31{6 SECURE TO BLOCK W/ %' SECURE TO BLOCK W/Y4" TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN e/5" TEXTURED (MIN. SHANK SIZE ,145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 y. RN15'4 'm I'" 1,4SON'R`' MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y4') MUST MIN. EMBEDMENT 1 Y4') WITHIN 8 OF EACH END 4 WITHIN 8 OF EACH END 4 WITHIN 5 NOTE: STRUCTURAL 2X OF EACH END 4 BE ON OUTSIDETU 4 SECURED WITHIN S OF EACH END 4 15' P.C. MAX SPACING. 18' O.C. MAX SPACING. 15" O.G. MAX SPACING. THROUGH NON-STRUCTURAL 18' O.C. MAX SPACING. 2X6: ® 2X6: ® 2X6: ® 3/f6' TAPCON MIN. I-V 2X6` cm SECURE TO BLOCK W/2 -N6' SECURE TO BLOCK W/2 -Nr, NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-3/{6' EMBEDMENT INTO BLOCK. SECURE TO BLOCK W/1-1/4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 8' CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED E SCREED p Cr E MIN. HEAD SIZE .300 MIN. HEAD SIZE .300 %' TAPCON MIN. 1 Y4" MIN. HEAD SIZE 300 11, DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL W 'V V S C R L MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4-)I'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT I Y4'J 3/f6' TAPCON MIN. 1 Y4" WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN 5' OF EACH END 4 EMBEDMENT INTO BLOCK. DETAIL WOOD 15' O.C. MAX SPACING. 18' O.C. MAX SPACING. 5 CMU 15" O.C. MAX SPACING. 2ND 2X SECURE TO 15" O.C. MAX SPACING. , S" CMU Ya' DRYWALL STRUCTURAL MEMBER W/(2)124 B CMU BLOC CONNECTION 2X8: ® Y 2X8: ® Y Y Y 2X5: ® 2XC ET � DRYWALL SECURE t0 BLOCK W/2-�f6' � DRYWALL SECURE t0 BLOCK W/2-3lfa" 1X4 OR 1X2 P.T. NAILER SECURE TO BLOCK W/2-3/{6" WITHIN B' OF EACH END 4 ra" SECURE TO BLOCK W/I-I/4" ,� , , , I'X4' OR I'X2' P.T. NAILER Y Y TOS O.C. MAX I X4 OR 1X2 P.T. NAILER TAPCONS OR DRIVE PIN TAPGONS OR DRIVE PIN 1 P.T. X 4 MIN. TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN SCALE: 1 1/2"=11-011 (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN, SHANK SIZE .145 I' P.T. X 4' MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE ,300 MIN. EMBEDMENT 1 Y4') —DOOR JAMB OR WINDOW MIN. EMBEDMENT i Y4') DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 V) DOOR CASING ATTACH TO 2X PER ATTACH TO 2X PER ATTACH TO 2X PER DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURE$ DETAILS. WITHIN 8" OF EACH END 4 ATTACH TO 2X PER 15' O.G. MAX SPACING15' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') 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" WINDOW TO BLOCK +1-1/2" (k-- WINDOW TO BLOCK +2 1/4" �+ WINDOW TO BLOCK +3" H WINDOW TO BLOCK +3 3/4 SCALE: 1' a 1' -0' "SCALE. 1' =1'-O' SCALE: SCALE: 1"a l'-0' a R c H �rFc rs Design Gro u p Inc. LPH: ALD REAGAN BLVD. OOD, FL 32750 7-774607807-774,4078esigngroup.com: 0003325 SU191DIV. & IAT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MODEL: "2720" GARAGE SWING: LEFT PAGE: MONOLITHIC 1—STORY WALL SECTIONS 8c NOTES [ARCHITECT: STATE OF FLORIDA MAR 0 : 2012 JAMES AN ELL AR 12079 PRINT DATE: 03/06/12 SCALE: 1/4"=1`-0" I% 3 o 1 P2 40) u w w C) >� d q U w � Q SU191DIV. & IAT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MODEL: "2720" GARAGE SWING: LEFT PAGE: MONOLITHIC 1—STORY WALL SECTIONS 8c NOTES [ARCHITECT: STATE OF FLORIDA MAR 0 : 2012 JAMES AN ELL AR 12079 PRINT DATE: 03/06/12 SCALE: 1/4"=1`-0" I% 3 o 1 P2 40) FIBERGLASS SHINGLES F15ERGLA65 SHINGLES OVER #la FELT P,4PER ON OVER 4115 FELT P,4PER ON 2x4 BLOCKING BETWEEN 1-1,, O.S.B. sHr=,4THiNG OR 1/16" O.5.S. SHEATHING OR �� TRU55E5 At FIRST TWO 5,4'7'5 CDX PLYWDDD SECURED CDX PLYWOOD SECURED � 4 -0 O.C. CAT SHEATHING PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS) FIRE -ENG TRUSS MTL. DRIP EDGE PRE -ENG GABLE TRUSS MTL, DRIP EDGE SEE ENERGY CODE FORMS 2x4 SUB -SAND CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND FOR INSULATION R -VALUES. ALUM. SOFFIT W/ (2) 126'6 Q EACH TRUSS VENTED ALUM. 8" G�'P5UM 15OARD " OR 2STIFF5ACK AT ALL SOFFIT HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" SDARD HIGH (SEE SEALED ENG. DOUBLE TOP PLATE TWIST STRAP VERIFY W/ FOR 51ZE 4 CONDITION) WINDOW HEADER SIZE TRUSS PLAN SECURE 2x4 PLATE TO SEE ENERGY CODE FORMS VARIES PER WINDOW 3 FOR INSULATION R -VALUES_ OPENING SEE HEADER WALL W/ 8"x� THRU-k30LTS SPAN CHART FOR 32" O.C_ MAX THEN all GYPSUM SOARD OR 2" DETAILS SECURE GALE TO 2x4 O.S.B. SHEATHING OR 2° WINDOW ATTACHMENT AS PLATE W/ 12c1'S S" D.C. MAX HIGH STRENGTH CLG. CDX PLYWOOD. PER MANUFACTURES OR 5OARD ATTACHED PER NAILING SPECIFICATIONS SECURE GABLE TO DBL DOUBLE TOP PLATE SCHEDULE ON SHEET D5. TOP PLATE W/ 5IMP50N i/S THICK, 3 COAT WINDOW SILL HTG4 e 24" D.C. MAX PORTLAND CEMENT 2x STUDS im I(o" O.C. MAX W/ WINDOOW HEADER SIZE WINDOW ATTACHMENT AS PLASTER OVER R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER EXPANDED GALV'D OPENING SEE HEADER SPAN SPECIFICATIONS METAL LATH ON � T G SU�3FLODR GLUED AND NAILED AS PER CHART FOR DETAILS WINDOW SILL FORTIFIBER JUM50TEX NAILING SCHEDULE O.S_B. SHEATHING OR "' 2x STUDS 6 16" O.C. MAX W/ GRADE D PAPER OVER CDX PLYWOOD. T`i'VEK 5UILDING WRAP ATTACHED PER NAILING R-11 BATT. INSUL. MIN_ (REFER TO STUCCO SCHEDULE ON SHEET D5 " T 4 G SU5FLOOR GLUED SPECS FOR COMPLETE 1/5" THICK, 3 GOAT AND NAILED ,45 PER INFORMATION) lk PORTLAND CEMENT PLASTER NAILING SCHEDULE NOTE: SHEATHING MUST OVER EXPANDED GALV'D NOT #BREAK 11-0" MIN. PRE -ENG FLOOR TRUSS METAL LATH ON FORTIFIBER FROM 2ND FLR LINE (fNSTALL PER MFG. SPECS.) JUMSOTEX GRADE "D" PAPER 2x4 CONT.,a TOP AND . � OVER fiYVEK E3UILDING WRAP F TRU55 (TOP �: ° GYPSUM BOARD OR �° (REFER TO STUCCO SPECS ST, OF LR R HIGH STRENGTH CLG.FOR COMPLETE INFORMATION) 2x4 SUPPORTS BT `lBOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRU55 PLATE OF 2ND FLR, BT.( INSTALL PER MFG. SPECS.) 2x4 IS FOR WALL CONC. FILLED LINTEL SLK NOT BREAK V-0" MIN. SHEATHING NAILER) W1 (1) #5 REBAR CONTINUOUS FROM 2ND FLR LINE Al GYPSUM BOARD OR 2° R-4.2 BATT. INSUL. 2x4 CONT. e TOP AND HIGH STRENGTH CLG. WEEP SCREED PRECAST LINTEL BT. OF FLR TRU55 (TOP BOARD (SEE DETAIL 2A) 2x4 SUPPORTS BT GONG. FILLED LINTEL BLK EMBED. STRAP VERIFY — WINDOW ATTACHMENT AS PLATE OF 2ND FLR, ST.# W/ (1):05 RESAR CONTINUOUS PER MANUFACTURES 2x4 IS FOR WALL W/ TRUSS PLAN SPECIFICATIONS PRECAST LINTEL 5/5" THICK, 3 COAL SHEATHING NAILER) PORTLAND CEMENT PRECAST SILL WEEP ED WINDOW ATTACHMENT 45 PLASTER APPLIED (1) #5 RESAR VERTICALLY (SEE DETAILRE2,4PER MANUFACTURER DIRECTLY TO W/ CONC_ POUR CELL SPECIFICATIONS MASONRY�1x2 P.T. FURRING STRIPS PRECAST SILL ' 16" O.C. EMBED. STRAP VERIFY # 2 — STORY W/ TRUSS PLAN (1) 5 REBAR VERTICALLY a" CMU ,I W1 GONG. POUR CELL FIRST FLOOR , :�' THICK 3 COAT SECOND �1 1/2 GYP. WL. BD. /5�:. 1x2 P.T. FURRING STRIPS BLOCK S E C O N D WOOD BASE PORTLAND CEMENT � 1� ° 0. C, FLO FRAMEPLASTER APPIEo S GMU DIRECTLY . 1 : 3/4" -0" _ 1/2" GYP. WL. BD. SCALE 2 STORYM'MLE WOOD BASE FIRST FLOOR BLOCK SECOND .J° .. FLOOR FRAME 1A SCALE: 3/4"=V-0"° 0.5.5. SHEATHING DIZ i" CDX 2x STUD5 a 16" O.C. MAX W/ PL'Y'WOOD. ATTACHED PER R-11 SATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS im I(o" O.G_ MAX W1 1/16" O.S.B. OR " C'Dx " T G SUSFLODR GLUED s D5 R-11 BATT. INSUL. MIN. TYVEK SU ILD ING WRA I/S THICK, 3 COAT PORTLAND 3" T 4 G eu5FLOOR GLUED FORTIFIBER AS AND NAILED PER GEMENT PLASTER OVER NAILING SCHEDULE EXPANDED GALV'D METAL LATH AND NAILED AS PER BLDG PAPER ON FDRTIFISER JUMSOTEX ON SCHEDULE GALv''D MTL. LATH GRADE "D" PAPER OVER T` vEK 7/a" TEXTURED BUILDING WRAP (REFER TO FINISH fD WOOD STUCCO SPECS FOR COMPLETE WOOD 7/S" TO Na" MID WALL INFORMATION) CONSTRUCTION WEEP 5GR1=ED 2x4 CONT. 0 TOP AND BT. OF- FOR FFLR TRUSS (TOP 2x4 ° 4%. ' PRE -ENG FLOOR TRU55 SUPPORTS ST PLATE OF 2ND PRE -ENG FLOOR TRU55 FLR, 5T. 2x4 IS FOR WALL all cMu SIMPSON HETA-1�? EMBED. SHEATHING NAILER) � " GYPSUM BOARD OR 2° STRAP 4) 32" O.G. MAX VERIFY WEEP SCREED HIGH STRENGTH CLG. 5/5" TEXTURED W/ TRUSS PLAN (SEE DETAIL 2A) BOARD _. FINISH a MASONRY EMBED. STRAP VERIFY CONG. FILLED LINTEL SLK GYPSUM BOARD OR W/ TRUSS PLAN W/ (1) #5 REBAR CONTINUOUS HIGH STRENGTH CLG. BOARDr,/a" THICK, 3 COAT PORTLAND CEMENT PLASTER APPL IED WEEP SCREED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ DETAIL FOOD TO PERPENDICULAR FRE- ENG FLOOR TRUSS � �BLO C � C O„NN"EC TIO N A R C H I T E C T S1 4GDesignGroupInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroup.com AA #: 0003325 :•n'^.:=>t ,.N P .. ' — v..K+. � °% w.uW:vtµ..�yyy�y�ui x�'=k � �R:Mwn,#;XIN4tNnM.+trWifaliM"�,��. FIBERGLASS SHINGLES F15ERGLA65 SHINGLES OVER #la FELT P,4PER ON OVER 4115 FELT P,4PER ON 2x4 BLOCKING BETWEEN 1-1,, O.S.B. sHr=,4THiNG OR 1/16" O.5.S. SHEATHING OR �� TRU55E5 At FIRST TWO 5,4'7'5 CDX PLYWDDD SECURED CDX PLYWOOD SECURED � 4 -0 O.C. CAT SHEATHING PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS) FIRE -ENG TRUSS MTL. DRIP EDGE PRE -ENG GABLE TRUSS MTL, DRIP EDGE SEE ENERGY CODE FORMS 2x4 SUB -SAND CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND FOR INSULATION R -VALUES. ALUM. SOFFIT W/ (2) 126'6 Q EACH TRUSS VENTED ALUM. 8" G�'P5UM 15OARD " OR 2STIFF5ACK AT ALL SOFFIT HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" SDARD HIGH (SEE SEALED ENG. DOUBLE TOP PLATE TWIST STRAP VERIFY W/ FOR 51ZE 4 CONDITION) WINDOW HEADER SIZE TRUSS PLAN SECURE 2x4 PLATE TO SEE ENERGY CODE FORMS VARIES PER WINDOW 3 FOR INSULATION R -VALUES_ OPENING SEE HEADER WALL W/ 8"x� THRU-k30LTS SPAN CHART FOR 32" O.C_ MAX THEN all GYPSUM SOARD OR 2" DETAILS SECURE GALE TO 2x4 O.S.B. SHEATHING OR 2° WINDOW ATTACHMENT AS PLATE W/ 12c1'S S" D.C. MAX HIGH STRENGTH CLG. CDX PLYWOOD. PER MANUFACTURES OR 5OARD ATTACHED PER NAILING SPECIFICATIONS SECURE GABLE TO DBL DOUBLE TOP PLATE SCHEDULE ON SHEET D5. TOP PLATE W/ 5IMP50N i/S THICK, 3 COAT WINDOW SILL HTG4 e 24" D.C. MAX PORTLAND CEMENT 2x STUDS im I(o" O.C. MAX W/ WINDOOW HEADER SIZE WINDOW ATTACHMENT AS PLASTER OVER R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER EXPANDED GALV'D OPENING SEE HEADER SPAN SPECIFICATIONS METAL LATH ON � T G SU�3FLODR GLUED AND NAILED AS PER CHART FOR DETAILS WINDOW SILL FORTIFIBER JUM50TEX NAILING SCHEDULE O.S_B. SHEATHING OR "' 2x STUDS 6 16" O.C. MAX W/ GRADE D PAPER OVER CDX PLYWOOD. T`i'VEK 5UILDING WRAP ATTACHED PER NAILING R-11 BATT. INSUL. MIN_ (REFER TO STUCCO SCHEDULE ON SHEET D5 " T 4 G SU5FLOOR GLUED SPECS FOR COMPLETE 1/5" THICK, 3 GOAT AND NAILED ,45 PER INFORMATION) lk PORTLAND CEMENT PLASTER NAILING SCHEDULE NOTE: SHEATHING MUST OVER EXPANDED GALV'D NOT #BREAK 11-0" MIN. PRE -ENG FLOOR TRUSS METAL LATH ON FORTIFIBER FROM 2ND FLR LINE (fNSTALL PER MFG. SPECS.) JUMSOTEX GRADE "D" PAPER 2x4 CONT.,a TOP AND . � OVER fiYVEK E3UILDING WRAP F TRU55 (TOP �: ° GYPSUM BOARD OR �° (REFER TO STUCCO SPECS ST, OF LR R HIGH STRENGTH CLG.FOR COMPLETE INFORMATION) 2x4 SUPPORTS BT `lBOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRU55 PLATE OF 2ND FLR, BT.( INSTALL PER MFG. SPECS.) 2x4 IS FOR WALL CONC. FILLED LINTEL SLK NOT BREAK V-0" MIN. SHEATHING NAILER) W1 (1) #5 REBAR CONTINUOUS FROM 2ND FLR LINE Al GYPSUM BOARD OR 2° R-4.2 BATT. INSUL. 2x4 CONT. e TOP AND HIGH STRENGTH CLG. WEEP SCREED PRECAST LINTEL BT. OF FLR TRU55 (TOP BOARD (SEE DETAIL 2A) 2x4 SUPPORTS BT GONG. FILLED LINTEL BLK EMBED. STRAP VERIFY — WINDOW ATTACHMENT AS PLATE OF 2ND FLR, ST.# W/ (1):05 RESAR CONTINUOUS PER MANUFACTURES 2x4 IS FOR WALL W/ TRUSS PLAN SPECIFICATIONS PRECAST LINTEL 5/5" THICK, 3 COAL SHEATHING NAILER) PORTLAND CEMENT PRECAST SILL WEEP ED WINDOW ATTACHMENT 45 PLASTER APPLIED (1) #5 RESAR VERTICALLY (SEE DETAILRE2,4PER MANUFACTURER DIRECTLY TO W/ CONC_ POUR CELL SPECIFICATIONS MASONRY�1x2 P.T. FURRING STRIPS PRECAST SILL ' 16" O.C. EMBED. STRAP VERIFY # 2 — STORY W/ TRUSS PLAN (1) 5 REBAR VERTICALLY a" CMU ,I W1 GONG. POUR CELL FIRST FLOOR , :�' THICK 3 COAT SECOND �1 1/2 GYP. WL. BD. /5�:. 1x2 P.T. FURRING STRIPS BLOCK S E C O N D WOOD BASE PORTLAND CEMENT � 1� ° 0. C, FLO FRAMEPLASTER APPIEo S GMU DIRECTLY . 1 : 3/4" -0" _ 1/2" GYP. WL. BD. SCALE 2 STORYM'MLE WOOD BASE FIRST FLOOR BLOCK SECOND .J° .. FLOOR FRAME 1A SCALE: 3/4"=V-0"° 0.5.5. SHEATHING DIZ i" CDX 2x STUD5 a 16" O.C. MAX W/ PL'Y'WOOD. ATTACHED PER R-11 SATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS im I(o" O.G_ MAX W1 1/16" O.S.B. OR " C'Dx " T G SUSFLODR GLUED s D5 R-11 BATT. INSUL. MIN. TYVEK SU ILD ING WRA I/S THICK, 3 COAT PORTLAND 3" T 4 G eu5FLOOR GLUED FORTIFIBER AS AND NAILED PER GEMENT PLASTER OVER NAILING SCHEDULE EXPANDED GALV'D METAL LATH AND NAILED AS PER BLDG PAPER ON FDRTIFISER JUMSOTEX ON SCHEDULE GALv''D MTL. LATH GRADE "D" PAPER OVER T` vEK 7/a" TEXTURED BUILDING WRAP (REFER TO FINISH fD WOOD STUCCO SPECS FOR COMPLETE WOOD 7/S" TO Na" MID WALL INFORMATION) CONSTRUCTION WEEP 5GR1=ED 2x4 CONT. 0 TOP AND BT. OF- FOR FFLR TRUSS (TOP 2x4 ° 4%. ' PRE -ENG FLOOR TRU55 SUPPORTS ST PLATE OF 2ND PRE -ENG FLOOR TRU55 FLR, 5T. 2x4 IS FOR WALL all cMu SIMPSON HETA-1�? EMBED. SHEATHING NAILER) � " GYPSUM BOARD OR 2° STRAP 4) 32" O.G. MAX VERIFY WEEP SCREED HIGH STRENGTH CLG. 5/5" TEXTURED W/ TRUSS PLAN (SEE DETAIL 2A) BOARD _. FINISH a MASONRY EMBED. STRAP VERIFY CONG. FILLED LINTEL SLK GYPSUM BOARD OR W/ TRUSS PLAN W/ (1) #5 REBAR CONTINUOUS HIGH STRENGTH CLG. BOARDr,/a" THICK, 3 COAT PORTLAND CEMENT PLASTER APPL IED WEEP SCREED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ DETAIL FOOD TO PERPENDICULAR FRE- ENG FLOOR TRUSS � �BLO C � C O„NN"EC TIO N A R C H I T E C T S1 4GDesignGroupInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroup.com AA #: 0003325 SVBDIV. & LOT TUS C A PLAC I NORTH LOT #7 PROJECT# 2108.009 MODEL: >' 2720" GARAGE SWING: LEFT PAGE: MO NO LITHI( 2 -STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA JAMS ANTWELL AR 012+079 Emmoo PRIN DATE: 03/06/12 SCALE: 1/4"=1'-0” SHEET ID 4 w w 0 Cl a o z � o c� m p h SVBDIV. & LOT TUS C A PLAC I NORTH LOT #7 PROJECT# 2108.009 MODEL: >' 2720" GARAGE SWING: LEFT PAGE: MO NO LITHI( 2 -STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA JAMS ANTWELL AR 012+079 Emmoo PRIN DATE: 03/06/12 SCALE: 1/4"=1'-0” SHEET ID 4 ARCHITECTS Design Group ,„c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078w ww.abdesigngroup.com AA #: 0003325 SU13DIV. & LOT: TUSCA PLACE NORTH LOT #r7 PROJECT# 2108.009 MODEL: "2720” GARAGE SWING: LEFT PAGE: MISC. DETAILS ARCHITECT - NATE OF FLORIDA MAR 0 7, 12 JAMES NTW L AR N 12079 PRINT DATE: 03/00/12 SCALE: 1/4"=f-0 N w a w � a -A O q U w m � O A� SU13DIV. & LOT: TUSCA PLACE NORTH LOT #r7 PROJECT# 2108.009 MODEL: "2720” GARAGE SWING: LEFT PAGE: MISC. DETAILS ARCHITECT - NATE OF FLORIDA MAR 0 7, 12 JAMES NTW L AR N 12079 PRINT DATE: 03/00/12 SCALE: 1/4"=f-0 A R C H 1T E C TS Design Group,ne. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774- 4078 www.abdesigngroup.com AA #: 0003325 ti 4'x4' SELF -ADHERING MEMBRANE E' ° NOTE. FLASHING (COMPATIBLE W/ HOUSE° APPROVED BUILDING WRAP MINIMUM WRAP MATERIAL) OVER APPROVED HOUSE WRAP. ,. SHALL BE LAPPED A OF FLASHING TO EXTEND ONTO PIPE 6 6 VERTICAL LAPS (ROLL S) 4 b' w HO I ONTA LAPS. END R Z L L P A SEAMS N t0 BE TAPED LL E NEED BACKING SHALL BE LAPPED NOT I' OR LE55 PIPE PENETRATION 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE „ " ONE-PIECE VERTICAL 1`1 TYPE CONTROL JOINT WITH FORT115ER SHEATHING TAPE ~ LESS THAN 2 ON WALLS, THE BACKING SHALL BE LAPPED 50 WRAP MATERIAL) OVER 4'x4' ATTACHED TO WIRE LATH �- — / �``. WATER WILL FLOW TO THE SELF -ADHERING MEMBRANE FLASHING OVER APPROVED W/WIRE TIE. WIRE TIE LATH TO OUTSIDE OF �-- �\ THICK 3 GOAT CEMENT W LLl EXTERIOR. SACKING SHALL NOT BE PLACED BETWEEN PLASTER HOUSE WRAF'. ,.:`:.t•.:::::�� APPLIANCE FLANGE W/18 �` PLASTER / \ BASE (LATH) AND FLANGES OF ACCESSORIES. METAL LATH TO .... FLASHING TO EXTEND ONTO PIPE GAUGE WIRE 0 1' O.G. WRB LAYER *2, FORTIFIBER BUILDING PAPER P MIN. LAP METAL LATH , METAL FLANGE CONTACT SHALL BE REQUIRED TD ENSURE THAT LATH SHALL NOT FSE / CONTINUOUS THROUGH METAL LATH l FLANGES ARE MECHANICALLY LOCKED TOGETHER. PER ASTM GUT AND OVERLAP ONE S1pE OF CONTROL JOINTS BUT * WRI3 LAYER 1, �( X X X 01063 1.83.1 SELF -ADHERING MEMBRANE GUT AND OVERLAP ONE; SIDE OF SHALL BE STOPPED AND TIED AT EACH STUCCO WRAP X X X I --- FLASHING SELF -ADHERING MEMBRANE SIDE. PER A5TM C1063 '1.10.1.4 ' WOOD SHEATHING METAL LATH FLASHING STEP01 STEP '2 I WRB LAYER *1, THICK, 3 COAT CEMENT STUCCO WRAP Xv ASTUCCO WRAP PLASTER N — — — — &' MIN PAPER LAP BELOW ONLY METAL LATH WB BDLu'i'AEPRH P FORTIFIER :. TA I / I WR15 LAYER «2, FORTIF-11BER I 1"1 LG TAPER q WRB LAYER "'2, FORTIFI ER BUILDING PAPER 6x6 5ELF-ADHERING MEMBRANE 1 BUILDING PAPER \ LAYER 01, FLASHING OVER 4`x4' AP M N 3' MIN. 3' MIN -- ____ STUCCO CO WRAP ERING MEMBRANE INSTALL FASTENERS (CLIPS, .. LASHINGHOVER APPROVED h / I STRAPS, STAPLES) AS HOUSE WRAP. I s' FLASHING t0 EXTEND ONTO PIPE \ WHERE METAL PLASTER BASE WOOD SHEATHING REQUIRED TO SECURE : / WITH BACKING 15 USED, THE PIPE/ WIRE TO FRAMING MEMBRANE x4' SELF -AER \ VERTICAL AND HORIZONTAL LAP APG FLASHING OVER APPROVED F / JOINTS SHALL BE BACKING ON BACKING AND METAL ON METAL. :� " ' ::r �:: :+: �: ; "'.` -� "� FLASHINGTOUSE TD EXTEND ONTO PIPE PER ASTM 01063 1.83 ---_ —�' r Mw LATH LAP, 4' OVER ALL LAP ; I . 3/s" CONT. LEAD OF SEALANT 2 APER LAP INSTALL APPROVED HOUSEWRAP AIR OVER 1 SCALE: 11/2'-P-0' INFILTRATION BARRIER ' SHEATHING ELASTOMERIC COATING OVER STUCCO/ I : G.V. FINISH (SEE TYP WALL SECTION) \ VERTICAL LATH & PAPER DETAIL ;. SECTION WOOD SCUDS PER FBC Exterior lathing and plastering Exterior use of portland cement plaster ONE VERTICAL—PIECE shall comply with the application "M" TYPE 1 CONTROL JOINT SHEATHING requirements of ASTM C 926-11A. Installation of exterior lathing and framing BUILDING shall comply with ASTM C 1063-11A. PAPER ': 6' MIN. LAP STUCCO V LAP e LATH V LAP A PAPER yF r I. FOLD INWARD # PT. A I. FOLD INWARD PT. A FIFE FENETfRATION DETAIL 2. CREASE Ft. 115 (� ICK U T HORIZONTAL LATH - & PAPER DETAIL IO I� DET'AIL I + FOLD WOOD 5HEATNINCA WRQ LA)' ER #I, STUCCO WRAP 1PFr. A INWARD I. FFT. INWARD +� P . A TH II C<,, 3 COAT CEMENT 2. GREASE Q PT. 5 2. GREASE m PT. PL,45TE I "+: 3. GREASE o PT. G 3. CREASE a FT. C es TTIiLL PTS. c TOUCHES �'x•': METAL LATH BOTTOM FLANGE L E CT E N D Y LAP WR5 4 TAPE OVER ROOF/WALL 5CREED � �^�'� I :. D AINA LANE l LU 0 )FOLD p z 5IIX51' %_" T`r"PE GONTINUOU5 LA" R 1*1i STUCCO WfRAF) 15BOTTOM -. GAL V. METAL FL,45H ING FLANGE W ('NAIL TO ROOF DEC<, NOT ATEE TIGHT 2Q NQ1CUT. WALL SHEATHING) ...... ir•i.i U,JR A"r R #2 «O T f f GAP 6HINGLE - DO NOT NAI UILDIN PAP IN5TALL WITH ROOF CEMENT J" THICK, 3 GOAT CEMENT PLA5TER METAL LATH X X X X WRB LAYER 02, FORTIRBER ,r. BUILDING PAPER .ti�. WRB LAYER 01, STUCCO WRAP ROOF CEMENT 5TUCCO 4 b +yam LAP LAYERS OF BUILDING WRAPOVER NAILING WRB APPPROX. FX" Ai5OvEOP I �,/4/j� I :�H INC L ROOFING �►'+�• % SHINGLES UJOOD 5�EATHINGST xlx GASIWA BEAD I x%%%% � ~I 1 5x5 WALL FLASHING ;p % <trj KICK FLASHING (SEE \ I L F — A �4 1 )l L A& I I Y`S; — -OUT DETAIL) Fj \ FELT U� AYMENT Q WATER TIGHT SEAL (BENP OR SOLDER, DO NOT GUT) NOTE: INSTALL KIGKOLIT FLASHNG AT 150TTOM OF ROOF e 9 9 9 9 FLASHING A ®GEXTEND SHINGLE ROOFIN WALL INTERSECTIONS 1 - DRIP DGE: OVERLAP 2', 1/2"=V-011 SCALE- EXTEND YdBELOW SHEATHING, MECHANICALLY FASCIA WRAP FASTEN 12' O.G. MAX. A R C H 1T E C TS Design Group,ne. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774- 4078 www.abdesigngroup.com AA #: 0003325 ti W LLl N q U h 0) �[l SUBDIV. & LoT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.000 MODEL: "2720>> GARAGE SWING: LEFT P.&GE: STALL ASSEMBLY DETAILS ARCHfTECT� STATE OF FLORIDA MAR A 2012 JAMES ANTWELL AR N 12079 PRINT D : 03/06/12 SCALE: 1/4"=V-0" SHEET AIC) og STUCCO FINIS! INSTALL &" 5ELF-A7HERING MEMBRANE 1`1-45HING OVER ro" SELF ADHE5IYE I . TOP, 51PE(5) AND BOTTOMOYER TCF' SIpES GABLE -END TRUSS FLANGES OF NON-MOVABLE I': WOOD SHEATHING FRAME OF THE EXHAUST. IWRB LAYER *I, SEQUENCE OF FLASHINCz t0 BE. SELF WOOD SHEATHING STUCCO WRAP 1. 50TT0M. 2. SIDES, 3. TOP F1.-ASHINGI'' 'B LATER�l, WRB LAYER *2, FORtIFIBER X: VENC GAP IS t0 BE SET IN BED UNIT I • BUILDING PAPER STucco WR,4fi WOOD �. 01= SEALANT At TOPAND CONSTI4UCTION METAL LATH 5IDE5 ONLY. SEALANT IS TO BE PREM,4NUF, DRIER Ix TOOLED 50 AS TO DEFLECT -1/8" TEXTURED II WATER AWA1 FROM JOINTS, x. CONT. 61HALANT) s WRB LAYER *12, FORTIFIBER �I.' FINISHwooD # 8 CMU :• j .: E -Z BEAD ALL AROUND I i BUILDING PAPER VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS Ya` TO 5/e" MID -WALL i WEEP' SCREED .�:. APPLYSEALANT AT PERIMETER OF SEALANT BACKER RDD I NON-MOVABLE FRAME AND STUCCO TOP 4 SIDES I, ° THICK, 3 COAT GEMENT AL ALL 6IDES, Y4" CAULKING G JOINT I: 1�L,45TER .. - ..:q.. a x 12' WIDE STRIP SELF ADHE31VE FLA3NING , CLEAN DbYER VENT(BLOCK) PER FBC Exterior lathing and plastering TO /$�'iU-W4LL MASONRY BEFORE APPLYING BACKER ROD Exterior use of portland cement plaster WE E 1~' SCREED, T I E shall comply with the applicationI TO METAL L,4TI-I W/18 TEXTURED I requirements of ASTM C 926-11A. FINISH M,4P54NRY .. I G,4. W I RE 1 " O.C. �: SELF-,4DI-IESIYE ►- HORIZONTAL WEEP SCREED I � Installation of exterior lathing and framing(4 shall comply withASTMC1063-11A. BUILDING PAPER I; FLASHING (FRAME TO BLOCK) �.: OVER "QUICK �•-- I WOOD FRAMED WR3 LAYER 01, �I ..; FLASH" 8TUCC0 WRAP WALL I' HOODED VENT THICK, 3 COAT CEMENT _ — HO RIZ 1\TTAL WEEP SCREED LE END �; PLASTER F'IF'E THROUGH / 7 METAL LATH WALLC FRAME TO FRAME) wRB LAYER *a, FaRTIFIBER � ��`��'�`�� PLANE CUJRB PUILDING PAPER ` L.14''R1, STUCCO UJR,) WOOD SHEATHING — - - UJRB LA'�ER "2 (FORTIFIB�R — _... ...... DRYER VE ]N "I'(FRAME) "QUICK FLASH" INC FAFER) GA5KET ( INSTALL F'ER MANUF_ SPECS_) METAL LATH x x x x all BUILDING PAPER STUCCO ". -0..: I UNDER "QUICK FLASH" WRB LAYER CUT OPENING IN sTUcco WRAF' WOOD SHEATHINS APPROVED 1401,18EWRAP FOR BOX INSTALLATION /� VENT PENETRATION CUT "x" INTO &�-F a,4DHE5IVFLl,45H TNG H WRB L,4'7'ER #1, SELF -,ADI -TERING SCALE: N.T.5. ::: STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOD1D SHEATHING MEMBRANE FLASHING j OVER BOX ,AND OVER APPROVED WR5 LAYER �1 STEF #1 6TEF #2 APPROVED HousEWRAP WRB L14YEIR 01, BELOW STUCCO IURAP 1 ELEG. METER FIELD ELEC. METER FIELD VERIFY LOCATION GUT SUCH THAT � APPLY rot) MIN SELF -ADHERING VERIFY LOCATION NO MEMBRANE GRADE D FELT MEMBRANE FLASHING ENTERS BOX, OVER —17 APPLY STUCCO SCR,4TCH COAT APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER AND ONE (1) LAYER OF PAINT APROYED PRIOR TO INSTALL INC ELEG. HOUSEWRAP ............... METER WiRB LATER *12, FORTIFIBER CAVITY TO BE FILLED BUILDING PAPER WITH RIGID POLYMERIC TEE F 3 - 5 T E F #4- I50CY4NOTE-POLYBLEND FOAM ( "GREAT STUFF" OR 51MILAR) AREA TO RECEIVEAFf=>LY A SILICON ELASTOMERc I COATING OVER STUCCO 5CR,4TGH COAT B,45E SE,4LANT ,4T POINT G.V. FINISH 1 GOAT OF F',41NT W/B�4GIG- THAT ELEG. WIRE F'ENETR,4TES (SEE TYPICAL WALL * P�-BEAD SECTION)ROLL PRIOR TO APPLY mMI° •a•a•a a a RADE "D"ELEG. METER IN6T4LL4TION METAL LATH FELT -PROVIDE 0. • o SEALANT AT ALL ;0 a • •o JOINTS AND• ° ° • 0 0 INTERSECTIONS ' ° o a ° ..a.o ° •o•o•o•o PROVIDE STUCCO SCRATCH GOAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN ,AND DISCONNECT �5 TEF &TEF #(o o ]ELECTRICAL CONDUIT PENETRA'T'ION In ELECTRICAL RECEPTACLE A R C H I T E C T S Design Group,��. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 sT.TBDIV. & LOT: TUSCA PLACE NORTH LOT #7 PROJRCT# 2105.009 MOnEL: 2720„ c�ARAc�� s�wlNc�: LEFT PACE: WALL ASSEMBLY DETAILS ARCHITECT= STATE OF FLORIDA M(m PRINT DATIC: 03/06/12 sCAI M: 1/4`11-03p] BAZET WA2 (�) W w NOLU N � n O CQ 0 q U N 0) 4 sT.TBDIV. & LOT: TUSCA PLACE NORTH LOT #7 PROJRCT# 2105.009 MOnEL: 2720„ c�ARAc�� s�wlNc�: LEFT PACE: WALL ASSEMBLY DETAILS ARCHITECT= STATE OF FLORIDA M(m PRINT DATIC: 03/06/12 sCAI M: 1/4`11-03p] BAZET WA2 (�) WOOD SHEATHING REMOVE A© WR5 LAYER *1, NEEDED E N ACCOMMODATE STUCCO WRAP NEW DRIP METAL _ WOODDfRAWR5 LAYER x"22, FORTIF IBER \ ~------ f (� CONSTRUCTION �_ EXIS BUILDING PAPER TING MEM3RANE 1�A`�' I, STUCCO UJA j CUT EXISTING 5/4" WOOD/ TREX DRIP DGE 2 ( FO1 TIF 1 -- — ' — - ' J" THICK, 3 GOAT CEMENT AT CREASE SLEEPERS j PLASTER EXISTING DRIP MEMBRANEU EDGE f WOOD SHEATHING DRIP MOLD W/ WEEP HOLES 1I •A.;: 5/5" SUB FLOOR I I E T A L LATH X X X X ` -- WEEP HOLES NEW r1, WOOD/ DRYWALL " THICK3 C , TREX/¢ OAT CEMENT PLANKING -I/8" TEXTURED FINISH lor� PLASTER lo 4 •. 3/5 RIBBED LATH OVER WOOD SHEATHING REMOVE AND REPLACE NEW DRIP EDCaETUCCC� APPROVED BUILDING WRAP STUCCO DRIP SCREED W/CONTROL JOINT" THICK, 3 GOAT GEMENT PLASTER WOOD SHEATHING W005HEATHINCz DRIP SCREED W/CONTROL J INT DRIP MOLD DTL. � CANT. ;fs ��.::.. �. A 10 A NEW CASING BEAD &ELF - ADHE51 V �LA5kN SCALE: 1 1/2"=1'-m" / i.'• NEW BALCONY DRIP (.. stucco EDGE REMOVAL 5U5 FLOOR WR5 LAYER '"2, FORTIFIBER SUS FLOOR DECK MEMBRANE, WOOD SHEATHING SCALE: NTS � : WR3 LAYER *1, BUILDING PAPER EXTEND OVER DRIP STUCCO WRAP WR5 LAYER *I, EDGE `� STUCCO WRAP / 3" X 3" 2fo GA. GALV. WOOrD I � WRS LAYER *2, FORTIFISER ---- METAL DRIP EDGE CONSTRUCTION BUILDING PAPER j I/s" PLYWOOD FILLER, = SET IN FULL k3ED C BALCONY D RIP CONTINUOUS m SEALANT, Xz MIN. R SPACE FROM DRIP j .: ;" THICK, 3 COAT CEMENT EDGE REP LAC E ME N TFACE TO TRIC PLASTER SCALE: NTS Y� GAP FOR j BAKSEALA R ROD NT FLASHING WRAPPED WOOD SHEATHING —�--- -`�: EXISTING DRIi= EDGE WILL 5E FOLDED Ul= 5/8" AROUND Ya" PLYWOOD FILLER DRYWALL TO ,4LLOW THE IN5TALL,4TION OF STUCCO ::. a THICK, 3 GOAT GEMENT D C,481NG. FOLLOWING PAINTING, THEJ" THICK, PLASTER PLASTER PLASTER 3 COAT CEMENT •• s THG3 GOT GEMENT AN WR5 LATER 01,7Rf I� EDGE WILLSENT,4CK TO ITS METAL LATH stucco WRAP ORIGINAL LOCATION ,AND SEALED TO THE DRIP SCREED W/CONTROL JOINT STUCCO ;,,:,.•.:;.-.,, Y4~:.:.I + WOOD SHEATHING CASING BEADCASING BEAD DTL. Ca)CANT. BALCONY DRIP 10 B SCALE: 1 v2"=1' -O" BALCONY 11 C EDGE INSTALLATION N 1 A DRIP EDGE REPAIR SCALE: NTS WOOD 6HEATHING 2x FRAMING MEM5ERCMU WR5 LAYER *1, -- STUCCO WRAP �THICK, 3 COAT CEMENT >UJ©aD 6HE,4THINC FL,48TER WR5 LATER 02, FORTIF1 ER 5U ILD ING PAPER WR5 LAY EIR #1, �� CORNER3EAD CORNER 5E,4D METAL LATH I I STUCCO WR,41= FASTENED TO SHEATHING:....:..::.:,:�.:.....:...•:,.... <F,48TENEI<' SI~',4CINC 71" a THICK, 3 GOAT CEm NT I WR5 LAYER 02, FORTIF15ER a) -l" O.C. MAX. PLASTER I I 5UILC INCA FAFEI, &"SELF -ADHERING I MIET,4L L,4TH �t I (EXPLODED 71"THICK, 3 C0,4T CEMENT UJR LAYER :11, VIEW FOR 1='L,4STE1� STUCCO WRAF CLARITY) DRIP CAE' X WOOD SHEATHING 5/a" THICK, 3 COAT CEI TENT 1='L,45TEfR ,4f=FL IED METAL LATH DIRECTLY TO MASONRY WINDOW FLANGE WR5 LATER #2, FOR TIF1 5ER 5UILDING FAFER 14A CORNER BEAD FRAME CORNER BEAD Cc' --b ��-B CASING BEAD CE -3) WINDOW 15 B (]FRAME, NO BAND) ARCHITECTS .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0008325 Svsaiv. & LOT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.000 �aDEL: "2"720" GARAGE SWING: LEFT PACE: WALL ASSEMBLY DETAILS ARCHITECT, STATE OF FLORIDA r FA JAMES AR A PRINT DATE: 03/06/12 SCALE: 1/4"=l'—O" SEIRET WA3 OF(�� 0 w W W ° o � z 0 q U w on � 4 I Li Svsaiv. & LOT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.000 �aDEL: "2"720" GARAGE SWING: LEFT PACE: WALL ASSEMBLY DETAILS ARCHITECT, STATE OF FLORIDA r FA JAMES AR A PRINT DATE: 03/06/12 SCALE: 1/4"=l'—O" SEIRET WA3 OF(�� 0 ....., ..... L E E N D DRAINAGE PLANE (UJRB LA'T'ER 01, STUCCO UJRAP) WR5 LAYER #2 (FORT11=15EFR ...... ...... _:_,r BU ILD ING PAPER) METAL LATH x x x x UJOOD SHEATHINCa \ WOOD 5I-IEATHING 5TU LAVER 1, STU" tl—EIGK 3 COAT CEMENT CCO UJRAP SELF-ADI4E51VE FL,45�4INC- — — — — — — WOOD &HEATHING PLASTER LJRa LA'S'ER 02, FORTIFIBER ''. _ _ — SEALANT METAL LATH BUILDING .PAPER WR5 LAYER #1, : I STUCCO UJR,4P METAL LATH 1" THICK 3 COAT GEMENT I I BUILDING PAPERWR5 LAYER #2, FORTIF15ER X= °a4 PLASTER I � �� .�..� e. ..; , . e x-�—, •' . WINDOW FRAME "SELF -AD HERING 0Z METAL LAT 4 WR5 LAYER *2, FORTIFIBER FLASHING BUILDING PAPER �ExPLODED 8THICK, 3 COAT CEMENT VINYAL ANGLED VIEW FOR PL,45TER E -Z BEAD VINYL CASING ..: CASING BEAD 1 CLARITY) (W/3/ell FLEXIBLE PVG 5AGKER ROD) ZiL/V DRIP CAP WRB LAYER #1, WINDOW FLANGE STUCCO WRAP 611 SELF ADHESIVE FLASHING WOOD SHEATH ING 2X FRAMING MEMBER CASING BEAD Ca -)WINDOW 1 5C (FRAME, W/SAND) if WOOD 514EAT14ING3 Ya" GAP TYP " THICK, 3 GOAT CEMENT CASING BEAD PLASTER METAL LATH SEALANT TO WINDOW METAL LATH UJR5 LAYER #1, WR15 LAYER #1, STUCCO WRAP WOOD 6�4 AT�4 1NG STUCCO WRAP WINDOW FRAME Wf;R5 LAYER #2, FORTIFIBERWOOD SHEATHING r�� BUILDING PAPER I I U,JR LAYER1 ,� a °: •• $ , $ THICK, 3 COAT CEMENT STUCCO I.IJ ,4 ' d.o °• PL,45TER CASING 5EAD W LAS E "2, S RT IF- 1 R OVERPEEL WRB LAYER' 2 F©RTIFIBER • I STICK 4 FORTIFY VINYL ANGLED I - L<D �1�1 PAPER BUILDING PAPER U f C,45ING 5E,4D 4:•:,tr:.•" I ••� I VINYL CASING BEAD I METAL LATS E- BEAD VINYL CASING J (W//s FLEXIBLE PVC 5ACKER ROD) Tr 41C;</ 3 GOAT CEMENT WINDOW FLANGE S (EXPLODED VIEW FOR F= LA,5TER 6" WIDE PEEL 4 STICK GLARITY) 2X FRAMING OVER FLANGE ,xv MEMBER 1. *APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 5U ILD ING WRAP BUILDING WRAF CASING READ Cab RAISED BAND (FRAME) � � AS � � C- 17 �Z �� WINDO IIT SCALE: 1 1/2 A R C H I T E C T S Design Group,,. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU193DIV. & LaT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MODEL - "2'720" GARAGE SWING: LEFT PACE: WALL ASSEMBLY DETAILS mm ARCHITECT- STATE OF FLQRIGA PRINT DATE: 0 3 0 F 12 SCALE: 1/4"=1'-0" SHEET w w � o z o A u A � SU193DIV. & LaT: TUSCA PLACE NORTH LOT #7 PROJECT# 2108.009 MODEL - "2'720" GARAGE SWING: LEFT PACE: WALL ASSEMBLY DETAILS mm ARCHITECT- STATE OF FLQRIGA PRINT DATE: 0 3 0 F 12 SCALE: 1/4"=1'-0" SHEET CUT HOUSEWRAF AT 45' ANGLE MODIFIED "I" CU' IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED "OL OVER SHEATHIN WD STUD WALL INSTALL (W SELF-ADHE FLASHING C NAILING FL, JAMBS EXTENL7 FL I" BELOW S FLEXIBLE f EFINDO NOT 5r- FIN =MPORARILY QLD -UP 4 SEC OUSE:WRAP (Oi ,ICK FLAP UND t HEAD FOLD HOUSEWI IN AT JAMBS 4 SLOPE SILL R ySTALL 6" SELF-ADHI= -LASHING C :DATED Al -4EAD FLAE WITH END I MAILING FL, EXTEND SELF-ADHE =LASHING I 3EYOND J, - =LASHING NSTALL ME .;AP P+/ JL n " JL II ALIGN FLASHING W1 INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS T� FLASHING AT THE FOLD HOUSE DOWN 4 TAPE DIAGONAL C ACROSS HES WINDOW V---� . -.I- _. RPPLY No' NOM. :ONTINUOUS BEAD )F SEALANT AT AMBS AND HEAD or APPLY TO BACK OF 11NDOW NAILING LANGE IN LINE: W/ 'RE -PUNCHED TOLES OR SLOTS, P✓ II ■ 11..._. TIDE ADHESIVE – :XI$LE FLASHING VER DRIP CAP ECTO-WRAP EQUIV) WINDOVv FLASHINICI-T INS TALLATIC.-j"' N DETAILS F U L L W JFRI'l A P SCAL=E: NTS STEP 4 Mulms "GO) INSTALL WINDOW PLUMB, LEVEL AND SQUARE PE MANUFACTURER WRITTEN INSTRUCTIONS —APPLY MEMBRANE FLASHING OVER JOINT P+� _u 11J u NOTE: 1. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS B SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN 5PECIFICATION5 WARNING. SEALANTS MAY REACT ADVERSELY IF NOT COMPAT15L.E. NOTA: CLEAN AND SEAL J,41-113 TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SGHEME SHOWN SHALL BE IMPLEMENTED AT ALL- WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H 1 T EC TS Grousign p Inc. ,.L N. R%JllMLU PLCliUMll DLV V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 t Z x „� oQ STJBDIV. 8e 11011%: TUSCA PLACE NORTH LOT #"7 PROJECT# 2108.009 MOIDEL: "2720" GARAGE SWING: LEFT PACE: WALL ASSEMBLY DETAILS: WINDOW FLASHING ARCHITECT, STATE OF FLORIDA ]]%I►'i' 03/06/12 SCALM: 1/4"=l'—O" W u W W •� 4 L~ p � z 0 q U w m q � 00 t Z x „� oQ STJBDIV. 8e 11011%: TUSCA PLACE NORTH LOT #"7 PROJECT# 2108.009 MOIDEL: "2720" GARAGE SWING: LEFT PACE: WALL ASSEMBLY DETAILS: WINDOW FLASHING ARCHITECT, STATE OF FLORIDA ]]%I►'i' 03/06/12 SCALM: 1/4"=l'—O"