The URL can be used to link to this page

2245 Tulip Valley Pt 12-1410 (a)FOR: 0 A*- fCoOFf NYSE iw,,w,,w., curtbuTtun., cu"tit CBC1252212 5850 T. Q. LEE BI Vl=>. SUITE 600 ORLANDO, FL 32822 Tool: (407) 850-5200 Fax= (407) 850-5300 REVISIONS REV. DATE DESCRIPTION I 5/4/11 STATE OF FLORIDA DESIGN CRITERIA: 5/9/11 ABBREVIATIONS . FLORIDA BUILDING CODE (FBC) 2010 RESIDENTIAL ABV. ABOVE LAV. LAVATORY CERTIFIED BUILDING CONTRACTOR. 6/16/11 ADD ACCUSPAN TRUSS ENGINEERING. ELEVATION "a 4 C" A/C AIR CONDITIONING LUM. LUMINOUS 6/29/11 • 2010 FLORIDA FIRE PREVENTION CODE ADJ. ADJUSTABLE M.C. MEDICINE CABINET 0-7/21/11 • NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION ALT. ALTERNATE MFR. MANUFACTURER D.R. HORTON HOMES •ALL LOCAL AND STATE CODES AMP. BD. AMPERAGE BOARD MIN. M.T. MINIMUM METAL THRESHOLD 01/10/12 ADDED COLUMN DETAILS TO SHEET 4A, 45, 4C CL CENTERLINE MTD. UNTED METAL /? /� 5850 T.G. LEE BLVD. SUITE 600 2010 F5C, Uf=C),4TE CAB. CABINET MTL. METAL � r� 32822 ORLANDO, FL, 3 2 8 2 2 CLG. CLR. CEILING CLEAR N.T.S. O.C. NOT TO SCALE ON CENTER F 850-5200 TEL: (4 O fr`� ) (J J O '— � � O U CONC, CPT. CONCRETE CARPET PL P.B. PROPERTY LINE PUSH BUTTON FAX: (407) 850-5300 .00CUPANCY — RESIDENTIAL, GROUP R3 C.T. D. CERAMIC TILE DRYER PH. PLT. PHONE PLATE • CONSTRUCTION TYPE `' - VB DBL. D.G. DOUBLE DUAL GLAZED P PR.R. PLYWOOD PAIR •MIN. INTERIOR FINISH — CLASS B DIA. DIAMETER P.T. PRESSURETREATED • BASIC WIND SPEED — 140 MPH (M/S) DIM. DISP. DIMENSION DISPOSAL R. RAD. RISER RADIUS • 1 —STORY RESIDENCE — @2—STORY RESIDENCE — MAX. HEIGHT AS PER DP. DR. D.S. DEEP DOOR DOWNSPOUT R.A.G. REF. RM. RETURN AIR GRILL REFRIGERATOR ROOM . • STATE OF FLORIDA LOCAL AND STATE CODES DTL. DETAIL R.O. ROUGH OPENING PROFESSIONAL ARCHITECT: D.W. DISHWASHER S.C. SOLID CORE EXT DR z SPECIFIC PARAMETERS FROM FBC 2010 CH. 3 EA. EACH S.D. SMOKE DETECTOR Q USED FOR DESIGN INCLUDE: ELEV. ELEVATION S.H. SINGLE HUNG /v JAMES CANTWELL EQ. EQUAL SHT. SHEET • CONCRETE MASONRY RESIDENTIAL EXH. EXHAUST SHTHG. SHEATHING AR NO. 12079 • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT, EXTERIOR SHWR. SHOWER ©z • AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-10 F.G./Fx. F.G. FI ss FUEELL GAS SIM. SL. SIMILAR SLIDING A.B. DESIGN GROUP, INC. FIN. FLR. FLOIOR SH SL.SLIDING STD.L STANDARDASS SQ.FT. CALC. S 1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR. FRENCH DOOR SECTION LORA 32750 LONGWOOD, FLORIDA LIVING (15t.) 104a SQ F�` FTG. FOOTING TEMP. TEMPERED GLASS Tel: {4D"7} 774-6078 LIVING (2ND.) 1450 SQ. FT. CTA. GAR. DISP. GAUGE GARBAGE DISPOSAL THK. T.O.C. THICK TOP OF CURB /� Fax: (40 fy ) 774-4078 G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER T.O.P. T.O.S. TOP OF PLATE TOP OFSLAB GL. GLASS TYP. TYPICAL TOTAL LIVING 2458 SQ. FT. GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED GARAGE 44(o 60. FT. H.B. H.C. HDR. HOSE BIB HOLLOW CORE HEADER V.P. W. OTHERWISE= VAPOR PROOF WASHER PLAN REVTE W T� f=ATID 35 SQ. FT. ENTRY ELEV. A 2 r SQ. FT, ENTRY ELEV. "S' $ 'G” 12 SQ FT HGT. OR HT INSUL. , INT. HEIGHT INSULATION INTERIOR W/ WD. WDW. W/H W.I. WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE CHECKED BY:„ TOTAL ELEV. "A" 3005 SQ. FT. 0 TOTAL ELEV. "B" 4 "C" 3051 SQ. FT. ti REVISIONS REV. DATE DESCRIPTION I 5/4/11 REVISED SLIDING GLASS DOOR TO 6068 A 5/9/11 CONTROL DATE 5/12/11 STANDARDIZED SOUTHERN ENGINEERING ® 6/6/11 ADD SOUTHERN TRUSS ENGINEERING. Q 6/16/11 ADD ACCUSPAN TRUSS ENGINEERING. ELEVATION "a 4 C" 6/I�/11 ADD ACCUSPAN TRUSS ENGINEERING. ELEVATION "S A C" 6/29/11 APD ACCUSPAN TRUSS ENGINEERING. ELEVATION "AB 4 C" 0i/15/11 ADD PR05UILD TRUSS ENGINEERING. ELEVATION ",k5 4 C" 0-7/21/11 ADD CGA TRUSS ENGINEERING. ELEVATION "A" 12/22/11 STANr>ARDIZED HVAC LAYOUT Q 12/25/11 APP GGA TRUSS ENGINEERING. ELEVATION "B" a "C" Q 01/04/12 STANDARDIZED HVAC LAYOUT 01/10/12 ADDED COLUMN DETAILS TO SHEET 4A, 45, 4C 0 01/10/12 41=PL IED UJ,4LL 455EMBL�1' DET,4IL5 TO fzL,4N /s 00/00/00 2010 F5C, Uf=C),4TE INDEX OF DRAWINGS 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 413—FRONT & REAR ELEVATION "B" PG 5B—LEFT & RIGHT ELEVATION "B" PG 5.1B—FRONT, REAR, LEFT & RIGHT ELEVATION "B" PG 6B—FIRST FLOOR FRAMING PLAN ELEVATION "B" PG 7B—SECOND FLOOR FRAMING PLAN ELEVATION "B" PG 8—ELECTRICAL PLAN PG 9 -ELECTRICAL PLAN PG 10—MECHANICAL PLAN PG 11—MECHANICAL PLAN PG 12—CABINET LAYOUTS PG D1—FOUNDATION DETAILS PG D2—MISC. DETAILS PG D3 -1 -STORY WALL SECTIONS tell# ,w... —MISC. DETAILS PG D4 .` PG D5—MISC. DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS SUBDIV & LOT: TUSCAA PLACE NORTH LQT #12 PROJEjCT 0108.008 MOIDE 2498„ GARAGE SWING: LEFT PAGE: COVER F AGE ARCHITECT STATE OF FLORIDA D fE: 04/10/12 sCALm: 1/4"=l'—O' SHEET OF ,u o w�o z Q ©z z tu 0 ti cv SUBDIV & LOT: TUSCAA PLACE NORTH LQT #12 PROJEjCT 0108.008 MOIDE 2498„ GARAGE SWING: LEFT PAGE: COVER F AGE ARCHITECT STATE OF FLORIDA D fE: 04/10/12 sCALm: 1/4"=l'—O' SHEET OF GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2010 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS,- A. OLLOWS;A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2010 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED (VULT) 140 MPH II. EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. 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, 2010 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 140 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 2010 SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2010, SECTION R302.5.2: 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 2010 SECTION FRC R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN I/ -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'/ -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 318-08. 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 Fm = 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'/ INCH AND NOT MORE THAN % INCH, REFER TO FBC 2010, SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08. 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 3-0".R506.2.5(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 31" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS11/" 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 GRADED 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 2010 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 2010. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD. 112" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND 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 FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 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 CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITHI/2" 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 2010 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2010 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, 7/" 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 & ASTM -C1063 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 1/2" GYPSUM BOARD. FBC R302.7. Ir A R C H I T E C T S 1441 N. HUNALU HtAUAN t$LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #'0003325 SUIBruv, & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL: ,32498" GARAGE SWING: LEFT ]PAGE: GENERAL NOTES rARCHITECT- STATE OF FLORIDA JAM br ClijC: 0 4 /10 /12 SCALE: 1/4"=1'-O" SHEET G N Clp2� 3 rl uu P O � w Q w ��.. N 0 Z z z Q CP 0 z O O ti SUIBruv, & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL: ,32498" GARAGE SWING: LEFT ]PAGE: GENERAL NOTES rARCHITECT- STATE OF FLORIDA JAM br ClijC: 0 4 /10 /12 SCALE: 1/4"=1'-O" SHEET G N Clp2� 3 11\� — ,I� — — --- 4o' –oil o it -11 &1-2" 161-611 D1 LL DI -3 " 0� � I D1 13 _1 I 4 I 4 I I 1/2 I 13 HB DI I_* — —N DI CONC. D1 I_ 5LAB1. — m EXTEND SLAB 11/20 1� 0'-0" ELEV. 4" GONG., RE INF. W/ ro"x(o" 1110 WWM FIN. COKC. SLAB�� ON (o -MIL POLE' ETHYLENE VAPOR r I zlt_ I B,4RRIER ON WELL -COMPACTED T)) r.� l Ir� I CLEAN FILL TERMITE TREATEMENT LL .41 �' ■I "` I� IS –I _ SHALL BE BORA–CARE Q I ■ � �1 I 13 — 'h D1 D1 F T- I jII 22'-0" � 3'- ' CL 5'-0" CL 9'-10" 24X24"X12" CONC. mw PAD W/3-05 BARS _ — — — E.W. ON CHAIRS MIN, 3" COVER /25a13 5 (p I SINK�� D1 DI I- L — I o Q I W.c. J -51/2° I 13 iGOND IS' -4" I 18' ■ �--''■ I 2" STEEL I PIPE BOLLARD p1 I O'-0" ELEV. �r FIN. CONC. SLAB ■ 30"X30"X12" GONG. I EXTEND PAD W/3-05 BARS I SLAB 11/2" DI E.W. ON CHAIRS — MIN. 3" COVER WR I— — — " 24"X24'X12" CONC. PAD W/3-05 BARS E.W. (ON GHAI°) MIN. 3" COYER (2 TYP.) 14'-0' EXTEND SLAB 1 1/2' "COVERED PATIO I I ■ -3 1/2" 4 PAD W/4 -*5 BARS 0`'W ' E.W_ ON GHA I RS c) O- `t m ■ I MIN. 3" COVER ■ i- H5/ 514 24"x24'x12 CONC. II I D1 -� 1/2" D1 4 GONG. FTG. W/3 05 � DI SLAB REBAR EA. ON CHAIRS MIN. ■ ■ ■ ■ 3" COVER 61-1-O" (o' -(o" 11'-(o" 3 - 0 1O77�� 3 fCJ 22'-011 18'-0" 40'-0' NOTE: A/C L<INE5 Ff; 0Ot '1 AIS HANDLER UNIT TO CONDENSOR TO 5E FAN IN ATTIC. 13 1 D1 I ■ ■ I 4" 4 3(o"X3(o"XI(o" GONG. Q --AL ¢ CONC. D1 \p PAD W/4-05 BARS �=' I DI SLAB E.W. ONMIN. 3' COVER I I ■ r 1 rn ■ 24"x24"x12" CONC. FTCx. W/3 45 REBAR EA, WAY 18'-O ON CHAIRS MIN. 3" COVER ( 2 T`f=.) (��XLEVATION "B" c C" A R C H IT E C TS Design roup Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h a Q c� Lu w Cl a q 0 OU N L w W LL- @ r` c - SUBDIV. & LOT: TUSCA PLACE NORTH LCT X12 PROJECT# 02108.008 MO DEL: "2498 GARAGE SWING: LEFT PAGE: FOUNDATION PLAN ARCHITECT- STATE OF FLORIDA Ulm NO 12079 3 DD E 04,10/12 SHEET 1 Ola' W- N I 30 -@° ME DOWEL PLAN �EI.EVATION 'B" & C- A R C H I TEC T S Design roup Inc. PH: 407-774-6078 FAX: 407-774.407$ www.abdesigngroup.com L AA #: 0003325 I SVBDIV. 8c LOT: TUSCA PLACE NORTH LOT #12 I*FtOJECT# 0-108.008 MODEL.- ))2498)) ODEL•"2498" GARAGE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA rs AI : 04/10/12 CALE: 1/4"=l' -O" SHEET � A OP2 �3 h W 0 lu 44 w p q � U 0 ci3 z 1.1.1 tL N l.ci SVBDIV. 8c LOT: TUSCA PLACE NORTH LOT #12 I*FtOJECT# 0-108.008 MODEL.- ))2498)) ODEL•"2498" GARAGE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA rs AI : 04/10/12 CALE: 1/4"=l' -O" SHEET � A OP2 �3 A R C H IT E C T e/Design Groupinc. 1441 N. RONALD REAGAN B LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.cor AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE NORTH LOT #12 PROJECT# 0108.008 MODEL.: "2498" GARAGE S WIMG: LEFT PAGE: LINTEL PLAN ARCHITECT STATE OF FLORIDA JAMESACAI4TWELL AR//tt1O12079 A PRIXT DAT 04/10/12 SCALE: 1/4"-1'-0" tiUMET BOF2 ;r: Uj E ISA CONCRETE FRODUCTS, INC. P.O. Box 219 ZELLWOOP, FL 32198 (401) "(P-2511 1-800-654-513'5 FAX 401-1'06-01,55, LINTEL No. LENGTH TYPE COMMENTS L -I 11'-4' S/28-5-1U/IL �'a•��r^.n�r•"T.>, . r .r' Ilal%'%''77a r .. a ir•'i'>I fir• •.l.�.J�(••r..�.1 � o o r.I:r11 �rri rir.07� Pr:v *roll �rro ..1 �(u of r'v' L-2 4'-8" 8/22-5-IU/0L RECE55EP L-3 5'-10" 8/1(o-3-1U/0L 3'-6" L-4 4'-6" 8116-5-11J/OL a�L�•YJa�'vl"+�arTaLS�t•al•f �r ��- y�1�ar'rlrr,•,,Jlllll�ra rr..�a� as' r as-zI a_ 11�( ISr.i��rr'.'al.Jrr,7r , Jalrr II Y� L-5 4'-6' 8116-5-1U/0L ��CrfaJafa7sXS.�aYS7.aJ1aL L -(o 1'-6" 8/24-5-1U/IL 4'-0' L-1 4'-60 8/16-5-1U/0L 6133 8" LINTEL UPLIFT N.R - Not Recommended 1219 LINTEL GRAVITY r 8 LINTEL GRAVITY LINTEL LINTEL SAFE LATERAL LOADS IPLI=) SAFE GRAVITY LOADS (PLF) Type gg��y�gg FLAR4 „ �a: �'a•��r^.n�r•"T.>, . r .r' Ilal%'%''77a r .. a ir•'i'>I fir• •.l.�.J�(••r..�.1 � o o r.I:r11 �rri rir.07� Pr:v *roll �rro ..1 �(u of r'v' 8/8-5-00L 8/12 -6 -OL 8/16-6-0L E::il'J♦�s 7�ar. l Jar 'Ir%Jaf " IJarrlr r/Jahr I i> 6/24-8-0L /28-5-0 8/32-6-0L �xS-'aN r91%J•�frr aaJar3 l 1 �l �f .�6 1'rJrfrrlu ural � fa rifu� J ��'F•"Tiq��rrTY 3'-6" ��'3-'1=raaz.".cLl ��(o�I�'lrl �(ali�'i'oJ� r� afa:uJ �T7:'sJ•t7r :!7�rr laJ�r rlr�:r��laiall'��r rr s r��rr rl�TaJ 2603 4011 a�L�•YJa�'vl"+�arTaLS�t•al•f �r ��- y�1�ar'rlrr,•,,Jlllll�ra rr..�a� as' r as-zI a_ 11�( ISr.i��rr'.'al.Jrr,7r , Jalrr II Y� 10000 10000 10000 ��CrfaJafa7sXS.�aYS7.aJ1aL 10000 fi'S��-ywr'>tt'� 1=��i.YC� ar:r'.�:aa�rawas.�xra�at~rr�:•arr..rr�auta,...��■irr�, rr�r:�.� ��a1G:�a�aa�F�7Caa�c„�(J"1,a��s��ai 4'-0' Y3f �aY71 Aa �KLf J•i'1.�:T7��t7.1- �aT'-::1 k�� ('ilu rviJ�(r ala %�J ��arr.T:�a_�rrr�ra�srlrr.'�'�r.:.>•�Zi1>•ir'f�x��1[:� 2921 6133 �� 10000 w]-1��t��'a•art-r1=aa>`rrr.�..a�iZ�raarYLr•.a rr•, at=ruaar>i:tilaar:Yr ya�3lg.�a>tKrr:�a>f +:s..,rr� ��i,.�avxra��•„�ararrx�ax�rr.�a>ws.:.�� loom ar-aal:��ala�r. r�atc' + :.mss-��.��r•,�:r:��rrr�l�w 10000 4'-6" �,:Yiraf-S-]��_'1-71�a1G T7�ald'xS'��7•rl� •rT. •, ��!• 2214 r�,:a�r�rira�r=: ya�x,�a�.�rY�r� �YY��;yK�ai�tr.��rs:�-Barra:.s:aatr..r�.ata><r7.x>•�yr"-� 3284 ■I■1��::ra�37!■��•fr1�I�lIrJ�xJ�a117raJ�att:rr,■■a�'�s:;! ®� 10000 . a arrrl7�f o+ �rajiir>•aYl3uylalGru:.=>Ja1�3-�%1�a " ��'.�ra�rrs!:�� 2•Y��%Ira��IrX�a)w.'�•�,7��1� �y3�■�r�a�tc�k�1�1�11�111t:Y.ir:�arr�:rr•��Iwx� ,r 1298 2111 �� awe �,.� a r.=':>rr � r r••� a arl ��a arc �:�:a arr:.��»a ®®�'al%y 8520 fza�--L!:��Uc�al�`-3alalrriLS:aalrJFz� ��ya�r-�■I�lr�>•wl�rrc�s[:��ar,(:a:��r,.]r� � a ��irrx�alr��raralwrxa.■�t�:-a�lr�aarrrTa 2111 4902 10000 10000 10000 10000 ��tSl�ti�iI��IP��iL:�l•�rrk��'dCr'%��L;""�� Illlllllll��a ��1'�-719�7t��7L'�E3�ij•ili3>��kZ'-1=� � 5'-4' amara a>F��ra ars�a �-� r � �r� �■Irlu-� lf'lN�arl'.��Cl�ik]E•�iC�]C�it=Ski ��ll� �11�rt��r=s�l�ucs�rx>•w-�r��=laic==ate.=.z� ally ��•� �'%�'� �=IGT �ll� lT �'� �� 7� aE''iamil I �zz iJ F-1 tLnM� Ali �lllllll�� 0 0 w7='IIIIIIIIIIII NWN-T N-7'L� N.R - Not Recommended 1219 LINTEL GRAVITY r 8 LINTEL GRAVITY LINTEL LINTEL SAFE LATERAL LOADS IPLI=) SAFE GRAVITY LOADS (PLF) Type gg��y�gg FLAR4 TOTAL LENGT 2'-10' TYPE PRECAST all PLAIN 6021 8/8-5-00L 8/12 -6 -OL 8/16-6-0L 8/20-6-0 6/24-8-0L /28-5-0 8/32-6-0L S/5 -6 -IL 8/12-8-1L S/Ib-S-1L 8/10 -5 -IL e/14 -6 -IL 0/28-6-1L 8/32-8-1L ep I 1000010000 10000 0000 10000 0000 849 10000 lo00o 10000 10000 10000 lepoo, 3'-6" PRECAST 2603 4011 9339 10000 10000 10000 10000 10000 4011 10000 10000 10000 10000 100001 10000 4'-0' PRECAST 1821 2921 6133 9515 10000 10000 10000 loom 29x 1 1053 10000 10000 10000 10000 10000 4'-6" PRECAST 1390 2214 bola 1115 3284 10000 10000 10000 2214 5412 10000 10000 10000 10000 10000 4'-a' PRECAST 1298 2111 4660 6588 8520 10000 10000 10000 2111 4902 10000 10000 10000 10000 10000 5'-4' PRECAST 1005 1651 3409 4823 6239 1658 3011 10000 1651 3556 1 6431 10000 10000 00001 10000 5'-10' PRECAST 848 1461 3001 5111 aria 10000 10000 10000 1461 3001 5111 saw 10000 10000 10000 6'-6' PRECAST 110 1232 2440 3934 b250 mala 10000 10000 1232 2440 3334 6250 10000 10000 10000 1-b' PRECAST bbl 1001 late 2942 4346 6461 loom U0000 1001 1918 2942 4346 6461 10000 10000 l'-8' PRECAST 544 915 1848 2819 4131 6010 9245 10000 915 1849 2815 4131 6010 3245 Imo0 8'-0' PRECAST 511 916 1124 2602 3151 51030 1558 10000 Sib 1124 2602 3151 5405 1958 loom 8'-4` 1141=GA5T 482 854 1615 2415 3444 4866 h983 10000 854 1615 2415 3444 4810 65x3 loom 9'-4" DICAST 411 1361 99 2162 3169 2 06 141 1361 1991 2168 3169 5124 1061 10'-b` PRECAST 349 63b 1148 1649 2231 2962 3883 b094 63 1148 1643 2231 2962 3883 5094 ll' -4' PRECAST 315 5114 1028 1465 1964 2566 3305 4239 514 1028 1465 1964 25bb 3305 4239 la' -o' PRECAST 292 533 950 1343 1183 2316 2551 3134 533 950 1343 1183 2316 2951 3134 PRECAST 211 508 858 1264 1616 2151 2130 426 505 a98 1264 1616 2151 2130 3426 131-4' PRECAST 255 464 822 1151 1515 1935 2425 3010 464 822 1151 1515 1935 2425 3010 14'-0' PRECAST 239 436 169 1013 1406 11$6 2225 2141 436 165 1013 1406 ilea 2225 2141 14'-8' PRESTREbeeD N.R. N.R. N.R. N.R. N.R, N.R. N.R. N.R. 480 511 1234 1421 1119 2188 2662 15'-4" PRESTRESSED N.R. N.R. N.R. N.R. Na N.R. N.R. N . 454 165 1160 1331 1660 2032 2459 11'-4' PRESTRESSED N.R. N.R. N.R. N.R. N.R. N.R. NR. N.R. 359 652 382 1111 1319 1611 1991 19'-4' PRESTRESSED N.R. N.R. N.R. N.R. N.R. KR. N.R. N.R. 339 561 849 9be 1111 1415 1616 20'-0 PRESTRESSED N.R. N.R. N.R. N.R. N.R. N.R. N.R. N.R. 325 543 812 311 1122 1345 15912 21'-4' PRESTRESSED N.R. N.R. N.R. N.R. N.R. KR_ N.R. N.R. 295 Soo 146 840 1024 1224 1441 22'-0' PRESTRESSED N.R. N.R. N.R. NA NJR. RK N.R. N.R. 261 1 481 111 Bob 381 1111 1316 24'-0" PRESTRE89i=D N.R. N N. N.R. N Is N.R. N.R. 203 4 I 640 111 810 1034 1210 N.R. - Not Recommended N.R. -Not Reece onded 8" LATERAL TABLE 1219 LINTEL UPLIFT LINTEL SAFE LATERAL LOADS IPLI=) Le"9 Type gg��y�gg FLAR4 F�EP a 0 at 900 -0 precast precast 1300 200 4''0' Precast 1010 2100 4'-6" Proust wo 1150 4-8' Recast 850 1600 W-4" Precast lie Mw 5'-10' Pretest 62$ 1200 6'-6' Recast 540 1050 T-6' Roast 440 890 1'-9' pheea61 430 850 8'-0` Recast 410 820 8'-4' Roast 3w 1w 9'-4' Beast my 00 101-61 Proust 300 &W 11'-4' Recast 215 No 1?' -0' Recast 20 510 12'-b' Precast 245 490 13'-4' Proust 220 450 14'-0' Recast 210 430 14-5' prestressed 110 390 5-4 preetm"d lb$ 31 M-4' Prostrossod 145 320 N.R. - Not Receermeeded ted 130 280 201- Y10 250 " ftmoad 7 221-0' eoaaed 100 200 NR •Nat Roccnliended 1219 LINTEL UPLIFT ." MR. Na Re aesnm.nded 8 RECESS DOOR HEADER LATERAL TABLF RECESS DOOR HEADER LINTEL tl L gth T9_ SAFE UPLIFT rr S" 1 LLM p Y.S. Procrit 559 1.115 -0 precast 520 550 4-4- Roast 490 450 4'-4' precast 165 Sw 4-8' Precast 415 1 1240 5'-8' Precast 320 950 6'-8' precast 2$0 160 1'-8' Precast 200 640 V.S. Precast 160 1 490 1650 1'-8' Precast goo 1600 Recast bw -4- Precast 120 1450 9'-4' Recast 640 1710 1914' Recast 550 1 1110 11'-4' Recast 510 1000 12'-0' Beast 480 E!$0 C2'-b'I Proust 460 510 Beast 430 950 M'-0'1 Precast 400 900 14-W Raaet 380 160 8'�4' Rscaat 3110 130 ' precast 1 320 630 N.R. - Not Receermeeded �i'_?'1�5i��ii?�1i2y711111��■e*'r!�■■!�i51��T i� - w�■��'.��■■m■�� ■1111 fY� �1♦�IIIIIII1111111�'�'lllllllllllllllll�'llll�'�� 11111111111111' IIIIIIIIIIIIII�� IIIIIIIIIII(�� IIIIIIIIIIIIII�r'' �■■�z� ■�1r.1■a w■��ta a�1tia � �� ■�� ." MR. Na Re aesnm.nded 8 RECESS DOOR HEADER LATERAL TABLF RECESS DOOR HEADER SAIF LATERAL LOADS (FLF) tl L gth T9_ B" PLANdBED S" 1 LLM p Y.S. Procrit 559 1.115 -0 precast 520 550 4-4- Roast 490 450 4'-4' precast 165 Sw 4-8' Precast 415 1 1240 5'-8' Precast 320 950 6'-8' precast 2$0 160 1'-8' Precast 200 640 V.S. Precast 160 1 490 12"' RECESS DOOR HEADER LATERAL TABLE RECESS DOOR HEADER SAFE LATERAL LOADS (FLF) Length TWOla"�N98EP 7 7° 12,FLLFP 3'-8' Precast 2025 3210 4'-0' Beast 1110 2860 4'-2' *cast 16$0 2690 3880 Recast 815 2$40 -8 Recast 420 2250 5'-8' Recast 1080 1150 6'-8' Recast 81$ 1425 1'-8' Recast 130 1190 9'-W Recast 550 300 12" LATERAL TABLE A R CH f T E C TS OF Design Group,r„c. [1441 N. RONALD REAJBLVD.LONGWOOD, FL 3PH: 407-774-6FAX: 407-774-4www.abdesigngroAA #: 00033 1LI U � W w Z = o Uj 0 �/ Q W ll- "� z z U LU c - SLTBDIV. & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MO DET : "2498" G'ARAG'E SWING: LEFT PAGE: LINTEL PLAN (WEKIWA) LINTEL REINFORCEMENT SCHEDULE I)'5 CONTINUOUS (1) M5 CONTINUOUS 3000 PSI CONC. FILL �y pg,I pN� PILL (CONCRETE PLACED IN FIELD) fG�CRET�PLAGEI? IN FIELD) TOP LEG BARS: LAG UP A70 14"10 LENGTHS 1 ,' TOP LEG BARS, _ " -� 1i 2' up to F -CH LE N�r11s ARCHITECT- 1/32' 8TIRRIJPB A 4 -� C/O STATE OF FLORIDA (l) lib CONTINUOUS 't ko eSf Y� (OPTIONAL) CONTINUOUS . (OPTIONAL) SEE SCHEDULE [BARS RE INF.) r r� SEE6EpL1l <EINFJ REFER TO LNM SECTION FOR REINFORCEMENT LOACTIONS �� t " 21 4 � 'B" BARB - SEE SCHEDULE 1/32' STIRRUPS AT 4'-0' ter LINTEL S u"'HEDULE 1 M 3 (1)'s5CONTINUOUS TYPICAL LINTEL WWI SECTION TYPICAL LINTEL 8"x8" RECESSED SECTION 8"X16' KNOCKOUT 5LOCK 3� ppgg p�y� p�LL PTIONAL ie3T e' fGONCi�PLAGI:D IN FIELD) TOP LECs E3AR$: a� pL � 3/8"0 LAIN I�A,� ASH JAM CA ELL .'•-;r � , } H LEG �P TO 14'-0 �ENGTHS A NO 12079 1/32' STIRRUPS as 4'-0" C/G rrtk0 - fOPt1ONALINUOUS •;�:A.•.�• PtIONAL r TSI FE DE5IGNATION —I� 1/32' STIRRUPS AT 41-01 cc +� PRI T tnko ¢ '- 'A" l9At?S (MAIN Is^EINFJ NOMINAL WIDTH/HEIGHT OF LINTEL DATE: O� 1 4 'A' BARS !MAIN REINIFJ �kp o SEE SCHEDULE N SEE SCI4EDULE I I 9 1 �'E5' SAR9 - SEE SCHEDULE PLAIN OR SOLID LINTEL SCALE: 1/4}"— 4 4 SHEET 11 a LNo. OF ADDITIONAL s5 5ARS IN UPPER BL-) o :�r2213 TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 12"x8" SECTION OR LOWER LINTEL CAvITY ::::• WiFlLFNOTN::•:•:::•::;::i;•;•::•:•:::•::;;•t::;::•:::;::::::RIJMFDRCENINi::::::::•::::•:::•::•:::;•:::•::t•:•::•:::•: ;:31INCN::::: :?::::1YNCN?:1111:A'REIFORCEMENIri:r`:f`i:•:•'B"RE11F0 CEItENT:i•i:C:i?: T 21-17 To 541 U)13 NONE Vol TO OPo" " 004 NONE -f To 4 tz 06 NONE 914 TC 14'4U' 8'+1' To !T41 1z #9 (2 43 14'-9' TO 164' 21711r PRESTRESSED a) #3 17'4'0 7119' PRESIRESSED (244 18 4' 224'1202PREMENED d LINTEL SAFE LATERAL LOADS (PLF) Le"9 7 7° PL4M I'LLLED 7'-10' pretest 3500 6900 3'-6' precast 7400 4115 4'-0' Precast 1550 3880 4'-6- precast 16$0 34$0 ' Precast 1550 1 3200 $'-4" Precast 1320 2$80 5'-10' Precast 1160 2250 61.6' Precast 1000 1950 T-6' Recast 820 1650 1'-8' Precast goo 1600 Recast bw -4- Precast 120 1450 9'-4' Recast 640 1710 1914' Recast 550 1 1110 11'-4' Recast 510 1000 12'-0' Beast 480 E!$0 C2'-b'I Proust 460 510 Beast 430 950 M'-0'1 Precast 400 900 14-W Raaet 380 160 8'�4' Rscaat 3110 130 ' precast 1 320 630 N.R. - Not Receermeeded A R CH f T E C TS OF Design Group,r„c. [1441 N. RONALD REAJBLVD.LONGWOOD, FL 3PH: 407-774-6FAX: 407-774-4www.abdesigngroAA #: 00033 1LI U � W w Z = o Uj 0 �/ Q W ll- "� z z U LU c - SLTBDIV. & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MO DET : "2498" G'ARAG'E SWING: LEFT PAGE: LINTEL PLAN (WEKIWA) LINTEL REINFORCEMENT SCHEDULE I)'5 CONTINUOUS (1) M5 CONTINUOUS 3000 PSI CONC. FILL �y pg,I pN� PILL (CONCRETE PLACED IN FIELD) fG�CRET�PLAGEI? IN FIELD) TOP LEG BARS: LAG UP A70 14"10 LENGTHS 1 ,' TOP LEG BARS, _ " -� 1i 2' up to F -CH LE N�r11s ARCHITECT- 1/32' 8TIRRIJPB A 4 -� C/O STATE OF FLORIDA (l) lib CONTINUOUS 't ko eSf Y� (OPTIONAL) CONTINUOUS . (OPTIONAL) SEE SCHEDULE [BARS RE INF.) r r� SEE6EpL1l <EINFJ REFER TO LNM SECTION FOR REINFORCEMENT LOACTIONS �� t " 21 4 � 'B" BARB - SEE SCHEDULE 1/32' STIRRUPS AT 4'-0' ter LINTEL S u"'HEDULE 1 M 3 (1)'s5CONTINUOUS TYPICAL LINTEL WWI SECTION TYPICAL LINTEL 8"x8" RECESSED SECTION 8"X16' KNOCKOUT 5LOCK 3� ppgg p�y� p�LL PTIONAL ie3T e' fGONCi�PLAGI:D IN FIELD) TOP LECs E3AR$: a� pL � 3/8"0 LAIN I�A,� ASH JAM CA ELL .'•-;r � , } H LEG �P TO 14'-0 �ENGTHS A NO 12079 1/32' STIRRUPS as 4'-0" C/G rrtk0 - fOPt1ONALINUOUS •;�:A.•.�• PtIONAL r TSI FE DE5IGNATION —I� 1/32' STIRRUPS AT 41-01 cc +� PRI T tnko ¢ '- 'A" l9At?S (MAIN Is^EINFJ NOMINAL WIDTH/HEIGHT OF LINTEL DATE: O� 1 4 'A' BARS !MAIN REINIFJ �kp o SEE SCHEDULE N SEE SCI4EDULE I I 9 1 �'E5' SAR9 - SEE SCHEDULE PLAIN OR SOLID LINTEL SCALE: 1/4}"— 4 4 SHEET 11 a LNo. OF ADDITIONAL s5 5ARS IN UPPER BL-) o :�r2213 TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 12"x8" SECTION OR LOWER LINTEL CAvITY ::::• WiFlLFNOTN::•:•:::•::;::i;•;•::•:•:::•::;;•t::;::•:::;::::::RIJMFDRCENINi::::::::•::::•:::•::•:::;•:::•::t•:•::•:::•: ;:31INCN::::: :?::::1YNCN?:1111:A'REIFORCEMENIri:r`:f`i:•:•'B"RE11F0 CEItENT:i•i:C:i?: T 21-17 To 541 U)13 NONE Vol TO OPo" " 004 NONE -f To 4 tz 06 NONE 914 TC 14'4U' 8'+1' To !T41 1z #9 (2 43 14'-9' TO 164' 21711r PRESTRESSED a) #3 17'4'0 7119' PRESIRESSED (244 18 4' 224'1202PREMENED d IN co 12� 11 10 3050-5H 3050 -SH EGREa5 4050 -SH EGRE55 EGRESS 00-110 DI D ID 1" .;, ;� �, �, � '1"�' DI�� EGRESS �-' OR COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 140 MPH WIND REMARKS 1 112 GAR,4GE DOOR 5 2'3.7/-3ro.l 2 20 3068 GSR 4 331/-3(ol 3 2-1 36-5H 5 33.0/-42.1 4 15 25 -SH 4 34.1/-3'1.0 5 15 25-5+I 4 34.1/-31.0 l 15 3250 -SH 5 34.2/-45.1 !a Z 0 z fu W Z fu 15 3050-5H 5 34.2/-45.1 8 20 4050-3H 4 3311-3(ol 9 15 3050-5H 5 34.2/-45.1 10 20 4050 -SH 4 33.1/-3(0.7 11 15 3050-5H 5 34.2/-45.1 ry 12 8 2040-8H TEMP 4 35.3/-382 13 40 K7'-01 X 6'-'S" 4 32.1/-35.0 14 10 23 -SH 4 35.3/-38.2 BASIC WIND SPEED MPH = 140 INTERNAL PRESSURE COEFFICENT= ± 0.18 BLDG CAT=II, EXP=B, MEAN ROOF HT.=17'-8" ANY OPENING LESS THAN 4'-0" FROM CORNER WILL BE A ZONE 5 CATEGORY R C H I E C TS OrDesign Groupinc. N. RONALD REAGAN BLVD. ONGWOOD, FL 32750 PH: 407-774-6073 FAX: 407-7744078 rww.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 ]I CSbEL: "2498" GARAGE SWING: LEFT PAGE: WIND LOAD CALCULATIONS ARCHITECT. STATE OF FLORIDA.. JAMAE ©�9 LL DAI 04/10/12 ScALE: 1/4"=l' -O" SHEET I c O F' 3 J W lu O W o p N q p OU !a Z 0 z fu W Z fu f[I tL I.l l h ry � SUBDIV. & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 ]I CSbEL: "2498" GARAGE SWING: LEFT PAGE: WIND LOAD CALCULATIONS ARCHITECT. STATE OF FLORIDA.. JAMAE ©�9 LL DAI 04/10/12 ScALE: 1/4"=l' -O" SHEET I c O F' 3 J 401-011 12'-10" 121-011 Rjs FIRST FLOOR PLAN NOTE: - DENS ARMOUR AT BATHROOMS. - f=Rr=FA5 SHOWERS/TUBS TO BE SET IN TYPE 2 FOAM. SQ. FT. C ALC ,'S PATIO LIVING (15T.) LIVING (2ND.) 1040 1450 SQ. FT. 50. FT. TOTAL LIVING GARAGE PATIO ENTRY ELEV. 1.41 ENTRY ELEV. '5" 4 "C 24135 44(o 35 2& -72 5Q. FT. 5Q. FT. 5Q. FT. 5Q. FT. SQ, FT. I-011 TOTAL ELEV. "A" TOTAL ELEV. 'B" 4 "C' 3005 3051 50. FT. 5Q. FT. H5 23 -SH 5.G.D 25-5H T LU Ul N I II I I loll is I I I I 1 11 Z :3 LL Q DINING <C -A I'd -ob N3 KITCHEN (CARPET) 2 x& x42 ' z a' -a" CLG, I /Z I 0 (TILE) I °LLFAMILY i4)c>w. 1,' WW/ ROOM 14' TOP STAIR DATA &'-V CLG. cp Ido (CARPETRISERS`I.5" 15 TREADS 10" i Ki / 21-011 0-011 'OF`Tjj TIC REFS C) CD ff tu 0- 0 C:L. - �p '351 LA N. L +�:�:, a PANTRY a, -all cLG. Q V-4" CLG. T11LEr_ r -I >( N w S a, CLGO�Q /"all WG. (TILE)RTM. OF -- 42 HIGH HDR WALL Q "--2" STEEL&'VG.PIPE LIVING 1 11 CARPET)5OLLARL)TWDR. LOW WALL W1 r2 IX( 11 CAP -Ap 2 —CAR GAR. FOYER (TILE) MT ON TEMP. a, "ENTRY 8'-a" QLG. A J, 1/.o'-0' X "1'-0" O.H. UK, I I 1 11*1 --------------------- 10 ki I A N, Nk �Ik FIRST FLOOR PLAN NOTE: - DENS ARMOUR AT BATHROOMS. - f=Rr=FA5 SHOWERS/TUBS TO BE SET IN TYPE 2 FOAM. SQ. FT. C ALC ,'S LIVING (15T.) LIVING (2ND.) 1040 1450 SQ. FT. 50. FT. TOTAL LIVING GARAGE PATIO ENTRY ELEV. 1.41 ENTRY ELEV. '5" 4 "C 24135 44(o 35 2& -72 5Q. FT. 5Q. FT. 5Q. FT. 5Q. FT. SQ, FT. TOTAL ELEV. "A" TOTAL ELEV. 'B" 4 "C' 3005 3051 50. FT. 5Q. FT. EXTERIOR MASONRY WALL 5RG. HEIGHTS al -all BRC_ 177/'677Z= LOAD 5RG. WALL C0�%ERED PATIO INNIX11111 a &X& 1=05T POST COVERED PATIO (o 0 (o 5 S.C.D. C0�%ERED PATIO INNIX11111 a SUBIDIV. & X.OT-.1 TUSCA PLACE NORTH LOT #12 PROJECT# 02108.008 MODEL: "2408" GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN ARCHITECT STATE OF FLORIDA JAM CA ELL NO 12079 PRINT DATE: 04/10/12 SCALE: CALE: 1/4"=V-0" 8 SHEET Opt 3 LU Ul N IS Z :3 LL Q <C -A A SUBIDIV. & X.OT-.1 TUSCA PLACE NORTH LOT #12 PROJECT# 02108.008 MODEL: "2408" GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN ARCHITECT STATE OF FLORIDA JAM CA ELL NO 12079 PRINT DATE: 04/10/12 SCALE: CALE: 1/4"=V-0" 8 SHEET Opt 3 11'-4" 2'-1@" 3@5@ -SH ; = r�; P; =A.rn 401-011 ._3.. EGRE55 EGRESS EGRESS 1/ 51 oil 221-011 4@'-@" SECOND FLOOR PLAN NOTE: - DENS ARMOUR AT 5ATHROOM5. - FRE�:,45 6HOWERS/TU56 TO 5E 5ET IN T` f=F= 2 FO,4M. 0 -311 Design Group inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W u� BEDROOM #2 O tu w w D N ' r I LOFT � Z utu BEDROOM #3 h � m ~ h• `� 00 -1 314011 6H CIA W� (Kc�D�A W .�4(IIIIIIII -� 8S @ —. 4G 42LOW 2G WALL W/ 1x(o 2-0 iR-1S Wp GAP 5F2N3x8 3!X6@ pN °-° BATH—U21.. TU5 SHW. I(I Lu Dtil L,4v. Wc. m , -"n m M. BATH ,x3b , 12I5- n 5'-0" CLG. 4TT C ,AG GES$ •�NQ, - _ -21-41 bi 2-4W.I.C. \s) S'-@' CLG WC. Y (GARFET) BEDROOM #R 4'-O`- cv r 4X(o POST MSTR 1R-isH 405@-5N 4X EG RE55 p05T , Y EGRESS EGRESS 1/ 51 oil 221-011 4@'-@" SECOND FLOOR PLAN NOTE: - DENS ARMOUR AT 5ATHROOM5. - FRE�:,45 6HOWERS/TU56 TO 5E 5ET IN T` f=F= 2 FO,4M. 0 -311 Design Group inc. 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 X12 PROJECT# ,/02108.008 MO DEL - "2408" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA D — E- 04/10/12 S ALE:1/4'Y=1Y-0" SHEET W u� O tu w w D N i~ p � Z utu h � m ~ h• `� 00 SUBDIV. & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# ,/02108.008 MO DEL - "2408" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA D — E- 04/10/12 S ALE:1/4'Y=1Y-0" SHEET m cnLU N DETAIL 1 SCALE: 1/2'= 1'-0" 12 5 ro 11 STUCCO BI OL 25'-3 1/2" BLDG. HT. I k lx(,p FASCIA U OL 18'-0' 2ND_ 501=1=1t 1=LR. 5RG. T FLR. BRCa. HT. BRG. NGC. BOX OUT FRAME G RAISED BAND (T'7'P.) WIRE LATH AND 16"x(oO" STUCCO APPLIED HURRICANE SHUTTER ;– SCRAP. SEE (tYP) FRAMING PLAN -P. STUCCO ON FOAM BAND 10'-0" 2ND. - 10'-m" 2ND. }' IN STUCCO ON FIN. FLR. — — — — — FIN. FLR. I II 8:12 FITC I — — 5.12 PITCH II br TAPERED FOAM al -all PRG. HT 8 -8 SRCx. Ht. (1) REBAR = RAISED STUCCO R•4Np :-r CONTINUOUS FROM FOOTING ❑ ❑ ❑ ❑ ❑ ❑ ❑ � � K':, ❑❑❑❑❑ I 1 . ; 811 GMU �# .:.Y .:.. �. STUCCO ON FOAM C AND I Tt � .1 i �. ,—.,(/�� 12 " CMU 1 1 *, .1 (V ' In ; 0'-0" FIN. FLR. 4: ': — j.— — 0'-0" FIN. FLR. . . CONCRETE 0'-0' FIN. FLR. ;• 's. SLAB AT ENTRY — — :l**?�: , �'+C.1' p'i• +. w .tai 6"j d'4.. {•�1.; "X�.1! 41.v�1. 24"X24" CONCRETE PAD W/ (3) 45 B14RB FRONT E E.W. (ON CHAIRS) MIN. 3" COVED TEXTURED FINISH COLUMN SECTION SCALE: (f)cov'. PORCH I0'-0" 2ND. FLR, SRG. 10'-0" 2ND. FIN. PLR. Ir 5'-5" BRG. HT. 0'-0" FIN. FLR. OFF-RfDGE VENT OFF-RIIDGE VENT REAR ELEVATION OL 18'-O" 2ND. FLR. BRG. Ht. 11_/7j0 10'-0" 2ND. — —T FIN. FLR. —OL 51-5" BRG, HT. 1 OL r - N 1 0'-0' FIN. FLR. A R C H I T E C T S % Design CJI rO u p Inc. 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 X12 PROJECT# 02108.008 MODEL: „2498" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION ARCHITECT: STATE OF FLORIDA JAM CANTWELL NO 12079 A E: 04/10/12 SCALE: 1/4"=l'—O" SHEET 4 B OP2 Vi lu ca It In q Q u Q Q d cn W z W 0 d W Q L u ca IL 44 (P 7ZZ <1 4) SUBDIV. LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL: „2498" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION ARCHITECT: STATE OF FLORIDA JAM CANTWELL NO 12079 A E: 04/10/12 SCALE: 1/4"=l'—O" SHEET 4 B OP2 le' -0" 2ND. FLR. $RG. HT. 10'-0" 2ND. FIN. FLR. 5'-S" BRGc. HT. 0'-0" FIN. FLR. Ex.UREOELEVATION-LEFT FINISH - - Rluf-'HT ELEVATION Tr=XTURr=D FINISH ,COV. PORCH RIGHT SIM. �.4 OL 15'-V 2ND. FLR. E�RG. HT. OL 10'-0" 2ND. FIN. FLR. OL 5'-5" 5RG. HT, OL 0'-0" FIN. FLR. A R C H 1T F C TS om rGroup lnc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0008325 ti 5j 2 � 1 d d p J O Q `� O LU u1 r C-. <c"' 4 4b 00 SUBBIV. & LAT: TUSCA PLACE NORTH LOT #12 PRO JEC T# 02108.008 MODEL. - "2498" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION B" ARCHITECT: STATE OF FLORIDA JAME CA ELL A 012 79 TATE; 04/10 1� SCALE: 1/4"=1'— 0" ZHEET 5j 2 iiw S o�'''f�� TEXTURED FINISH —&" BUTTERFLI' METAL LATH 1D WINDOW CORNERS REAR . ELEVATION TEXTURED FIN15H -! " 5UTTERFLY METAL LATH WINDOW CORNERS TYP TYP. LEFT ELE`'ATION TEXTURED FINISH —&" BUTTERFLY METAL LATH s WINDOW CORNERS IRIGHT ELEVATION TEXTURED FINISH -h" P3UTTERFLY METAL LATH m WINDOW CORNERS A R C H I T E C T$ Design G ro u p nc. 1441 N. RONALD REAGAN B LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.a bdesign grou p.cor AA #: 0003325 Sw39DIV. & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY ELEVATION ARCHITECT STATE OF FLORIDA JAMS CANTWELL AFWNO 12079 0704/10:/12, SCALE: 1 /4" =1' - 0" SHEET 4B. 1 OF -2 3 ww q o �U 1 Q N z lu z to � d) J d d o < Q Lu �. ! E-. Sw39DIV. & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY ELEVATION ARCHITECT STATE OF FLORIDA JAMS CANTWELL AFWNO 12079 0704/10:/12, SCALE: 1 /4" =1' - 0" SHEET 4B. 1 OF -2 3 1 CONNECTOR SCHEDULE Q HU52 SIMPSON 5TORY APPLICATION DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) 10d x 1 1/2 1 -PLY/ (6)16d 2 -PLY 0� Z Q (2) META -I6 1989 (10) 101d x 1 1/2 I -PLY 1900 (14) 16d 2 -PLY 0 HETA-16 1810 (9) 10d x 1 I/1 I -PLY/ ($) Ibd 2 -PLY a HETA-20 1810 (9) 10d x 1 I/2 I -PLY/ (8) Ibd 2 -PLY DBL 2 (2) HETA-20 2035 (10) 10d x 1 1/2 I -PLY 2500 (12) Ibd 2 -PLY -1'-011 TO 1011-O" MGT + 3365 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 104 TO WOOD x 12 HGT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN 12' EMBED), (16) 10d TO WOOD TWO STORY APPLICATION DOWN STAIRS HGT-3 + 10830 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY IMIN. 12' EMBED), (16) 10d TO WOOD LTAI 1420 (12) 10d x 1-1/2' D5L 2 vGT 4840 (1) 5/S' A.T.R. IN HIGH STRENGTH (EPDXY (MIN. 12' EMBED), (I(P) SDS 1/4' X 3' TO WOOD UP TO 5'-0" (2)%*T (2•FLya-FLY) 1189/8890 !2) 5/5" A.T.R. R HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' t0 WOOD x S MTS -12 1000 (14) loci x 1 1R 2 HTS -16 1150 (16) IOd x 11/2 61-411DSL 8"-0" HTS -20 1450 (24) 10d x 1 1/2 x 12 LSTA-12 ++ 325 (10)104 LSTA-15 ++ 1235 (14) 10d (/) MSTA-18 ++ 1315 (14) 10d L MSTA-24 ++ 1640 (15) led ❑ z MSTA-30 2050 (22) 10d � Vl MSTA-36 ++ 2050 (26) 10d MSTI-3b 3800 (36) 10d x 1 1/2 h MSTI-48 5065 (48) 10d x 1 1/2 H6 950 (5) Sd TO PLATES, (8) 8d TO STUDS r - SP4 855 (6) 10d x 1 1/2' TO STUDS A33 180 (4) 10d TO BEAM (4) 104 TO POST. HCP2 645 (6)10d x 1-1/2' H10 C35EP ( -1 ABU 44 2200 6665 (1) 5/6'A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED-) IN CONC. (12) 16d TO WOOD V) ABU 66 2300 12000 (11'5/5" AT.R. IN HIGH $tRENGTH EPDXY, IMIN. 1' EMBED-) IN CC'NC., (12)16d TO WOOD Or LTT19 +++ 1340 (1) 3/4'A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC., f8)10d TO WOOD Q LTT2 +++ 1629 (1) 12' A.T. IN HIGHSTRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG. !2) " DOLT TO WOOD = 3610 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. i' EMBED.) IN CONC. (I5) 10d x 1 1/2' TO WOOD Z Q HTT4 4235 (1)5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. '1' EMBED.) IN CONC. (IS) Ibd x 2 1/2' t0 WOOD 4550 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. -I' EMBED.) IN CONC. (26) 10d x 11/2' TO WOOD HTT5 4610(1) 5/5' ALT -R, IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) loci To WOOD 5030 (1) D/61 A .R. IN HIGH STRENGTH EPDXY. . -I' EMBED. N CONC. f 6) Irod x 2 1/1' TO WOOD HHDOII-51P5 2.5+ 11,445 ) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG, (24)5DS +' x ' WOOD SCREWS HOT 6480 (1) 1/5' A.B. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN GONG. (3)'31, STUD BOLTS TO WOOD M15HA 3.56/11.25 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6,15' EMBEDMENT) IN CPM. TOP, (1) 3/4' A I`R. IN HIGH STRENGTH EPDXY, (MIN.. 6.15' EMBEDMENT) IN C.M.U. FACE, (15)10d TO REAM (A w MBHA 550/11.25 3415 5330 (1) 3/4' A_T.R_ IN HIGH STRENGTH EPDXY, (MIR 6-15' EMBEDMENT) IN CM.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, IMIN. (b.15' EMBEDMENT) IN CM.U. FACE, (18110d TO BEAM 1[1 C210-3 (WOOD 1810 4WO (FLOW) 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) t0 CMU, (10) 10d TO WOOD 3140 (ROOF) .Q Z HUC410 (CMU) 1610 5085 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD HUC 210-3 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 ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT 18 GREATER THAN 1' DEEP. THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE- LLOWABLELOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. LOAD. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONP15EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' AT.R. = A-301 ALL THREAD ROD (SIZE FROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATION$, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIDI-E FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED, WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR vALUES BASED ON SIMP50N 'WOOD CONSTRUCTION CONNECTORS C-2011' 'HIGH WIND -RESISTANT CONSTRUCTION C-HW0% AND ANCHORING d FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -SAS -2003. MIN 1 BRACING LEGEND EXTERIOR GABLE TO SE ® BRACED UJ/2X4 BLOCKING Q 4'-0" O.C. 4 2X4 SYP 02 X -BRACING. REFER TO TYPIC DETAIL SHTS FOR 5RACING REQUIREMENTS FASTEN 2X4 SYP #2 OR 5PF 5r=vEL CUT TO TRUSS TOP CHORD W/104 x 3" NAILS w 6" O.C. STAGGERED NOTE: TRUSSES MARKED UJ/AN "* " REQUIRE UJES STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEM5ER5. REFER TO TRUSS MFR'S SIGNED # SEALED DRAWINGS FOR LOCATION, SIZE A REQUIRED FASTENERS. :cz E fR5 T C�) E3F_ u =r-> (Simpson) or (usp) Q HU52 51NGLE 5TORY APPLICATION SIZE HGU528-2 CLEAR SPAN D5L 2 x (o UP TO 5'-4" DBL 2 x 8 5'-4" TO -I'-0" DBL 2 x 10 -1'-011 TO 1011-O" DSL 2 x 12 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS 51ZE CLEAR SPAN D5L 2 x 6 UP TO 5'-0" P5L 2 x S 5'-0" TO h'-4" 2 x 161-411TO 61-411DSL 8"-0" DSL 2 x 12 S'-0" AND OVER BRACING LEGEND EXTERIOR GABLE TO SE ® BRACED UJ/2X4 BLOCKING Q 4'-0" O.C. 4 2X4 SYP 02 X -BRACING. REFER TO TYPIC DETAIL SHTS FOR 5RACING REQUIREMENTS FASTEN 2X4 SYP #2 OR 5PF 5r=vEL CUT TO TRUSS TOP CHORD W/104 x 3" NAILS w 6" O.C. STAGGERED NOTE: TRUSSES MARKED UJ/AN "* " REQUIRE UJES STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEM5ER5. REFER TO TRUSS MFR'S SIGNED # SEALED DRAWINGS FOR LOCATION, SIZE A REQUIRED FASTENERS. :cz E fR5 T C�) E3F_ u =r-> (Simpson) or (usp) Q HU52 (2� HU52ro HGU62&-2 THDH26-2 HGU528-2 TH'DH28-2 +Q +-IHUS4(o I -I THD 46 SUR/L2&-2 Q SKH2&R/L-2 DEN07l= TRU55 WE1313RACE REQUIIfD. ... — DENOTE RAT RUN a 10'0/C MAX. ::: = DENOTE 24 5TRONGBACK 6 10'0/C MAX. I IMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO 5'-0' UN.D. 4'-11 1/2" 7'-11 1/2" AND UP NUMBER OF HEADER STUDS w SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS Q `; q - w 2 CDL. TO 'V-0' AT EACH END OF HEADER 1 3 I-IANCaEF� SCHEDULE L_ - 511'-IP50N HU52(o (11 NEEDED) / \ - 5IMP50N THA422 (2 NEEDED) FRAMING NOTES; 1. HURRICANE 5TRAP5 TO BE MANUFACTURED 51- 51MP5ON 5TRONG-TIE OR EaUAL, U.N.O. 2.TYPICAL HURRICANE 5TRAP5 ,ARE A5 FOLLOWS, U.N.O. * TRU55 TO MA5ONRY/CONCRETE SHALL 5r= META -16 It FLOOR J015T TO M,45ONRY/CONCRETE SHALL BE HETA-1& AT EACH END AND 32" ON CENTER ON J015T5 PARALLEL TO WALL. * TRU55 TO WOOD FRAMING SHALL BE MT6-12 3.TRUS5 TO TRU65 CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4 -REFER TO TRU55 MANUFACTURER'5 51GNED AND 5EALED ORAWING5 FOR LOCATIONS, PROFILE, AND 51ZE OF ROOF/FLOOR TRUSSES. 5 -HEADER SPAN CHART 4 MINIMUM MALL 4 HEADER STUD RECD. ARE STANDARD U.N.O ON FRAMING PLAN (o. MIN. 2X4 HII= GUT 5LOCKING SECURED W13-106 GUN NAIL5 OR 3-126 HAND LDRIVES ia EA. END, CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 45 PER APA REQUIREMENTS. HUG410 W/ I5 -1/4"X2 3/4" TAPCONS ( S PER FLANGE) HUC410 W/ 18-1/4"X2 3/4" TAPCON5 Cg PER FLANGE) SECURE IBM TO 5LK W/(2 ) HETA-16, 5LK COL. TO -1'-8" FIRST FLOOR FRAMING PLAN LEDGERIF 1 •• e 01 1 0wa 1 FLR TRUSS r . V / 'Lk.7 j[ 110111111 1=103411111 's PER FLANGE)= 2Xh LEDGER FASTENED TO EA FLR TRUSS W/Y4"DIA. X 4" LACE 5CREW6 SOUTHERN TRUSS 03/23/12 A R C H I T E C T S Design G ro u p lines. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h II I x X111 i `� � 1 -3 o — Si I IEET 2X12 10M 11 11 2X12 BM V 11 W_ 4 OL JJU_am. � w SECURE BM (y q, ' HUC410 W/ 18-1/4"X2 3/4" TO BLK W/(2) 1 -ZETA -1(o, 5LK Q `; q - w TAPCONS l9 CDL. TO 'V-0' PER FLANGE) 99 99 ELE'VAT10"N 99 C 99 2Xh LEDGER FASTENED TO EA FLR TRUSS W/Y4"DIA. X 4" LACE 5CREW6 SOUTHERN TRUSS 03/23/12 A R C H I T E C T S Design G ro u p lines. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h scALE: 1/4"=l'—O" Si I IEET 0 P' W w U to wLU ❑ 0. � z ❑ z Z lL � Q h r - Q Q � cv 1[1 SUBDIV. 8e LOT: TUSC.A. PLACE NORTH LOT X12 PROJECT# 02108.008 MO DEL: "2498 GARAGE SWING: LEFT PAGE: FIRST FLOOR FRAMING PLAN ELEVATION A, B & Cr�" AROHITEOT� NATE OF FLORIDA JAM DA's: 04/10/12 scALE: 1/4"=l'—O" Si I IEET 0 P' HEADER SPAN CHART (Simpson) or (USP) CONNECTOR SCHEDULE SINGLE SIMPSON SIZE HGU628-2 DES. UPLIFT GRAVITY FASTNER >- META -16 1450 Cl) 1001 x 1 1/2 I -PLY/ (6) I6d 2 -PLY w Z 0 (2) META -I6 1985 1900 (10) 10d x 1 W 1 -1 -LY (14) 16d 2 -1 -LY V) Q HETA-16 1810 (9) led x I la I -PLY/ (8) 16d 2 -PLY g HETA-20 1810 (9) led x 1 1/2 I -PLY/ (S) Ibd 2 -PLY SIZE (2) HETA-20 2035 (10) led x 1 1/2 I -PLY DBL 2 2500 (12) 16d 2 -PLY DBL 2 MGT + 3865 (1) 5/B' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) led TO WOOD DBL 2 HGT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 1001 TO WOOD F ->5L 2 HOT -3 + 10530 (2) 3/.4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d t0 WOOD LTAI 1420 (12) led x 1-1/2' vGT 4340 (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EmED), (1(p) SAS 1/4' X 3' TO WOOD W (2)AT (2-FLY/3-101.1) '1185/883(4 (2) 5/S' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD MT6-12 1000 (14) led x 1 1/2 HTS -16 1150 (16) led x 1 1/2 Q 0 HTS -20 WbO (24) 10d x 1 1/2 LL LSTA-12 ++ 325 (10) 1001 LSTA-18 ++ 1235 (14) led V) MSTA-18 ++ 1315 (14) led d M6TA-24 ++ 1640 (IS) led Cr MSTA-30 2050 (22) led (A MSTA-36 ++ 2050 (26) led MSTI-36 3800 (36) led x 1 1/2 M5TI-45 5065 (48) led x 1 1/2 1-16 950 (B) rad TO PLATES, (8) Sd TO STUDS SP -4 885 (6) led x 1 1/2' TO STUDS cis A33 '150 (4) 10d TO BEAM (4) led TO POST. HCP2 645 (b) I0d x 1-1/2' Hie 16 - ASU 44 2200 6665 (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONIC. 02) 16d TO WOOD (A ABU 66 23000 12000 (1) 5/8' AT.R. IN WIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12)16d TO WOOD 0 LTT19 +++ 1340 (1) 3/4" AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1- EM13EDJ IN CONC., (S)IOd TO WOOD TT2 +++ 1625 (1) 1/a' A.T.R. IN HIGHSTRENGTH EPDXY,(MIN. T" EM E .) IN GONG. (2) T TO WOOD = (--) 3610 fU 5/8' AT.R IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN GONG. (18) l0d x 11/2' TO WOOD Z 44TT4 4235 (U 3/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1- EMBED.) IN CONC. 118) Ibd x 2 1/2' TO WOOD Q 4350 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMIDED.) IN CONC. (26) led x 1 1/2" TO WOOD HTT5 4610 (1) 5/8' AT.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) led t0 WOOD 5090 (I) rp/8 AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC. ( 6) 16d x 2 1/2" TO WOOD HHDQII-SDS 2.5+ 11,445 1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10- EMISED.) IN GONG, (24)SDS N' x ' WOOD scnwe HP1 6480 (1)1/8' A.B. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (3)4' STUD BOLTS TO WOOD M15HA 3,56/1125 3415 5330 (9 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EM5EDMENT) IN Cjl.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (1S)1ed TO BEAM (A LaJ MBNA 550/11.25 3415 5330 (1) 3/4' AT.R_ IN HIGH STRENGTH EPDXY, (MIN. b.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. FACE, (IS)10d TO BEAM Z Q C210-3 (WOOD 1810 4� (FLOOR) 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, (10) led TO WOOD 3140 (ROOF) 2 WUC410 (CMU) 1810 5085 I8-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) led TO WOOD HUG 210-3 1810 4000 IS -1/4' x 2-3/4' TITEN t0 CMU ( 10) led TO WOO HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SU56TITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 'I' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ led COMMON NAILS CAN 5E SUBSTITUTED WITH 10d x 11/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOLUA5LE LOAD, WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W F- +++ MINIMUM EM5EDMENT INTO THE TOP OF A 15ONPBEAM WILL 15E 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL SE 1' 0 A.T.R. - A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) z SECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST 5E RE6PONSI5LE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS, WHEN USING ZMAX / HDC.) GALVANIZED CONNECTOR$, USE FASTENERS GALVANIZED 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 t0 USE_ ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2011', 'HIGH WIND -RESISTANT CONSTRICTION C-HW0% AND ANCHORING E FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -SAS -2009. HEADER SPAN CHART BRACING LEGEND EXTERIOR GABLE TO BE BRACED W/2X4 BLOCKING 4'-0" O.C. 4 2X4 SYP #2 X -BRACING. RE:FE:R', TO TYPIC DETAIL SHTS FOR BRACING REQUIREMENTS FASTEN 2X4 SYP 02 OR SPF BEVEL CUT TO TRUSS TOP CHORD W1106 x 3" NAILS 6' O.C. STAGGERED NONE TRUSSES MARKED W/AN "* " REQUIRE WER STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRU55 MEMBERS, REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. (Simpson) or (USP) HU526 SINGLE STORE' APPLICATION SIZE HGU628-2 CLEAR SPAN DBL 2 x 6 UP TO 5'-4" DBL 2 x 5 5'-4" TO 1'-0" DBL 2 x 10 '11-011 TO 10"-011 DBL 2 x 12 10'-0" AND OVER TWO STORY APPLICATION DOWN 5TAIR5 SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0" DBL 2 x S 5'-0" TO 6'-4" DBL 2 x 10 6'-4" TO S"-0" F ->5L 2 x 12 8'-0" AND OVER BRACING LEGEND EXTERIOR GABLE TO BE BRACED W/2X4 BLOCKING 4'-0" O.C. 4 2X4 SYP #2 X -BRACING. RE:FE:R', TO TYPIC DETAIL SHTS FOR BRACING REQUIREMENTS FASTEN 2X4 SYP 02 OR SPF BEVEL CUT TO TRUSS TOP CHORD W1106 x 3" NAILS 6' O.C. STAGGERED NONE TRUSSES MARKED W/AN "* " REQUIRE WER STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRU55 MEMBERS, REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. DENOTE TRU55 UVEB BRACE REQUIRED. DENOTE RAT RUN -0 10' 0/C MAX. DENOTE 2X6 STROMBACK a 10'0/C MAX MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) (Simpson) or (USP) HU526 (A HU526 HGU626 -2 UC THDH26 -2 HGU628-2 THPH25-2 a HHU546T+- P4(o �K 6UR/L26-2 5KH26R/L-2 DENOTE TRU55 UVEB BRACE REQUIRED. DENOTE RAT RUN -0 10' 0/C MAX. DENOTE 2X6 STROMBACK a 10'0/C MAX MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 51-0" TO 5'-0' U.N.O. 4' -II 1/2" -'-11 1/2" AND UP NUMBER OF HEADER STUDS W SUPPORTING -END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 002 SYP) -1/16" OSB NAIL (3) 12d -1 6"-8" O.C. TYP. 2x12 DM. HDR. FRAMING NOTES- I. HURRICANE 5TRAF5 TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EaUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O. * TRUSS TO MASONRY/CONCRETE SMALL BE META -16 * FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL BE MT5-12 3.TRUSS TO TRU55 CONNECTION5 AND HANGERS SHALL BE DESIGNED AND SUPPLIED 5'I' TRUSS MANUFACTURER. 4.REFER TO TRUSS 1" ANUFAGTURER'S SIGNED AND SEALED r_)RA JING5 FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5.HEADER SPAN CHART 4 MINIMUM MALL 4 HEADER STUD REG?. ,ORE STANDARD U.N.O ON FRAMING PLAN (o. MIN. 2X4 HIP GUT BLOCKING SECURED W/3-1001 GUN NAILS OR 3-1201 HAND DRIVES ia EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 ,45 PER AFA REaUIREMENTS. TRUSS TO 4>X6 POST (2) HTS -20 POST TO CMU HTT-4 r -,=I Gt] lt_. a (2) HTS -20 POST TO CMU HTT-4 DBL STUD (2) 1 3/4" X I Y4' MICROLLAM LVL W/(2) JACK 4 (2) FULL 5TUD5 W/(1) L5TA12 6 EA. END. FASTEN EA. STUD UJ/6P4 SOUTHERN TRUSS 03/23/12 ARCHITECTS 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32150 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MO DEL: "x'498" GARAGE SWING: LEFT PAGE: SECOND FLOOR FRAMING PLAN ELEVATION )Aga ARCHITECT STATE OF FLORIDA ox"t � I W �o LL PRINT DATE: 04/10/12 SCAT ---.1/4 $1 = 11 - 10)$ SHEET 7 A op -2 3 ti W W 111 F- Q N Q 0 13 Q Z Lu W Z LL 1p 111 111 h h cis 1.(1 SUBDIV. & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MO DEL: "x'498" GARAGE SWING: LEFT PAGE: SECOND FLOOR FRAMING PLAN ELEVATION )Aga ARCHITECT STATE OF FLORIDA ox"t � I W �o LL PRINT DATE: 04/10/12 SCAT ---.1/4 $1 = 11 - 10)$ SHEET 7 A op -2 3 ELECTRICAL LEGEND 5i'MeOL DEFINITION NOTES m 125V OUTLET 20 AMP 3000 110V OUTLET (TAMF R R rf4515TANT 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 12 OF OUTLET 1 DISHWASHER 1200 110v OUTLET WIRED r0 1 ]DISPOSAL 500 SUBTOTAL OF GENERAL LOAD SWITCH FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 407. 25194 VA x .4 EQUIPED WITH TOTAL NET GENERAL LOAD 8 GF[ llOv OUTLET GROUND FAULT (TA 11 T 815TANT 2.5 TON HEAT PUMP#2 21 AMPx 240 VA- --- 10 KW ELECTRIC HEAT AT 65% 4 WIRE 5 KW ELECTRIC HEAT AT 66% �VVV jjjj JJJJ//// 22mv OUTLET CONNECTION WP EXTERIOR GROUND FAULT GFI WATERPROOF INTERRUPTER o � OUTLET SWITCH � SWITCH 3 -WAY OPER. -t¢ SWITCH 4 -WAY OPER. WALL � MOUNTED LIGHT E-+ CEILING LIGHT PROOF VP LIGHT r ) RECESSED � `OJ CAN 1 CFM PER ` VENT. FAN 50. FT. vENT. FAN 1 CFM PER W/LIGHT so. FT. T LIGHT STRIP 4' LIGWT STRIP 000000 0 4' RECESSED 2_5UL5 WRAP ® FLUORESCENT LIGHT AROUND _ V FLUORir5CENT 4' FLUORESCENT 4' TRACK LIGHT ® PANEL METER SMOKE 5ATT.1'SACK-UP DETECTOR W/ HNA WIRE TER BATT. SACK -UP ( CARBON MONOXIDE/ W/ HARDWIRE C IONNNN TED SMOKE DETECTOR $HALL BE A COmeo DISTANCE OF NOT LF -65 THEN 4' FROM WALL PENDANT LIGHT TELEPHONE . JACK WATER HEAT. lUH D15CONNECT AIR. GOND. 'a/C DISCONNECT TELEvISION El JACK GAS OUTLETOUTLET CEILING FAN/LIGHT REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ E30X MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD n PUSH- FOR B. BUTTON CHIMES NOTES: * LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO 5E VERIFIED -w HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HA15ITA5LE ROOMS TO 5E ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI m 15LAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER D15CONNECT TO RE LOCKOUT IN PANEL * 5ATHROOM EXAUST FAN TO HAvE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2010,1RESIDENTIAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE 5HAL1- ESE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL BE NON METALLIC CA5LE AS N.E.C. 2008 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO 5E TAMPER- RESISTANT TYPE PATIO WP HB. YA GFf GI=1 CFI — II O, RANGE T- j ' G 11 CEILING MTD. LIGHT TO BE INSTALLED, FOR MIRCO/ ` ( I I PROVIDE J -5©X HOOD 45v. I I OR DW. OUTLET FOR OPT. FAN Ip I I i/ DINING OPT., I `01 `b LFII OPT. \ ` / / I- IF- jL KIT. ��\ �\ �� FAMILY ROOM —�— -- _ -- II�� / LO + J \ WP I GFI PANTRY I ` I o QDCDPWD. _ - - Ip --- -- ---- L _ J WH4 LAUN. u l Q PUSH SUTTON FOR GFI m z o\ 44 "A.F. o GRG. DOOR � U OPERATOR I CEILING MTD. llr LIGHT TO BE INSTALLED, PROVIDE J -BOX SWITCH TO I ,�i�"\� FOR OPT. FAN LIGHT ON 2 -CAR GARAGE /� 2ND FL. METER �� (2) LIVING FIELDPANEL KEYLE55 VERIFY FIXTURE LOCATION F._Z�) 8 _ I- 1 GF I cLG. IRRIGATION OUTLET OUTLET - m 45" A.F.F. - �-( ENTRY WP h -C GFI I I — — — — — — lo I — — — — — — — — — — — — — — — — — — — — ,r FIRST FLOOR, ELECTRICAL PLAN POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 50 PvC CONDUIT OR PROVIDE 3 *2/0 ,ALUMINUM (AL) IN 2" DIA SCHEDULE 50 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE"p2) HOUSE PLAN: 2498 MODEL LOAD INFORMATION VA 2498 SQFT GENERAL LIGHTING X3 VA PER SQFT 7494 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 35194 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 407. 25194 VA x .4 10078 TOTAL NET GENERAL LOAD 20078 4 TON HEAT PUMP.#1 28 AMPx 240 VA- 8720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA- --- 10 KW ELECTRIC HEAT AT 65% 5500 5 KW ELECTRIC HEAT AT 66% --- NET GENERAL LOAD 20078 NET TOTAL HEAT 13220 TOTAL LOAD 33298 CALCULATED LOAD FOR SERVICE 33298 VA/240 V= 1W AMP 150 AMP SERVICE NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 *1 CU, 1 Oro CU GND 2" CONDUIT OR PROVIDE 3 02/0,4L, 1 114 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE 5OFFIT 6 OVERHANG.) F I COMBINATION SERVICE 150 AMP D15CONNECT SWITCH AND 120/24$2 VOLT ELECTRIC METER IN 1 PH,45F NEMA 3R ENCL05URE MLO M O PANEL 150A/2P MC5 TELEPHONE SERvICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEvI6ION SERVICE ENTRANCE EQUIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/5" DIA X S FT LONG COPPER CLAD GROUND ROD i 150 AMf ELECTFICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 200& NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS 5HALL BE TYPE THHN/THWN UNLESS NOTED OTHERWI5I✓. ra RCHlTECr$ Design Group,nc. 1441 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 StTBDIv. & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL: "2498 GARAGE SWING: : LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA PRINT DATE: 010 12 SCALE:1/411=1$-O - } C) 0 OF � � lJ.l I-- U � w r� W Q Q N E, q 0 zU U � 0 N Z Lill z to o � q � r e � E-+ N � StTBDIv. & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL: "2498 GARAGE SWING: : LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA PRINT DATE: 010 12 SCALE:1/411=1$-O - } C) 0 OF � � ELECTRICAL LEGEND 51'1" 50L DEFINITION NOTES m 125V OUTLET 20 AMP 110V OUTLET (TAMPER RESISTANT 1!2 OUTLET 110V OUTLET WI WIRED TO SWITCH EQUIPED WITH 110V OUTLET GROUND FAULT MSMANT GFI !TAMPER 4 WIRE W fJ 6 220V OUTLET CONNECTION WP EXTERIOR GROUND FAULT q WATERPROOF INTERRUPTER w fu OUTLET SWITCH (p J -Ci SWITCH 3 -WAY OPER. M w SWITCH 4 -WAY OPER. n MOUNTED Y LIGHT E~ CEILING LIGHT ROP°OF VP LIGHT . 1 RECESSED ��j CAN 1 CFM PER ® VENT. FAN SGT. FT. VENT. FAN 1 CFM PER W/LIGHT SQ. FT. 2' LIGHT STRIP 4' LIGHT STRIP 00000000 4' RECESSED 2-5UL5 WRAP ® FLUORESCENT LIGHT AROUND _ 2'FLUORESCENT _ 4' FLUORESCENT --t�-�- 4' TRACK L IGHT ® PANEL METER SMOKE BATT. BACK-UP QQrj DETECTOR W/ HARDWIRE BATT. BACK-UP (Qj CARBON MONOXIDE/ W/ HARDWIRE C SINECTI=n SMOKE DETECTOR SHALL BE A COMBO DISTANCE OF NOT LESS THEN 4" FROM WALL PENDANT LIGHT TELEPHONE . JACK WATER HEAT. WH D ISCONNECT AIR. COND. DISCONNECT TELEVISION El JACK GAS OUTLETOUTLET CEILING FAN/LIGHT CEILING 5OX REQUIRED TO ESE SUPPORTED IN ACCORDANCE W/ BDX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD PUSH- FOR 4P3. BUTTON CHIMES )rN . TE5: * LOCATION OF TV JACK5 R PHONE OUTLET5 4 FANS TO BE VERIFIED a HOMEOLUNER 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 o ISLAND (NOT ON KITCHEN CIRCUIT) * D15HLJASHER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXAUST FAN To HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2010,RESIDENTIAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * LUIRING METHOD SHALL BE NON METALLIC CABLE AS N.E.G. 2008 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO 1=5E TAMPER- RE5I6TANT TYPE SECOND FLOOR ELECTRICAL PLAN $" P-2 C H I T E C T S ') e/Design G CQ u p Inc. 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 X12 PROJECT# 02108.008 MODEL "2498" GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA JAMS CA ELL A NO 12079 PRI T DA E: 04 10/12 SCALE: 1/4"=1' — o„ SHEET 9 Opt 3 O w W W Q q O c) w fu lI L (p J -Ci ~ I.�i M w E~ SUBDIV. & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL "2498" GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA JAMS CA ELL A NO 12079 PRI T DA E: 04 10/12 SCALE: 1/4"=1' — o„ SHEET 9 Opt 3 HVAC NOTES 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 & MASTIC. AND INSTALLED AS PER 2007 FLORIDA MECHANICAL BLDG. CODE SECTION 603 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA 90A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER 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 2007 FLORIDA MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO 2007 FLORIDA MECHANICAL CODE 603.1 7. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH 2007 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 WALLS SHALL 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 2007 FLORIDA MECHANICAL CODE SECTION 607 10. GRILLS AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. PATIO 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: -- ---- 4RA VAC TO HAVE PROPER W/DRAINS ATTIC II II CEILING I I I 18 cf DINING12X12 133 cfm o KITCHEN _ I I 8PLENUM — i " JL EXTERIOR WALL IQ I FAMILY AIR I 811 ROOM HANDLER SUCTION AND LIQUID y REFRIGERANT LINES ILI, Aux. Drain Line i I — EVAP, TRAY -I w 3/4" PVC CONDENSATE DRAIN LINE RI PLATFORM L I — 411 11 — r — 11 8X4 — 13 cf - REFRIGERANT LINES TO CONDENSING UNIT I 1 c m 4111 I I ,.,. 8 — is - TRAP DRAIN LINE AND TERMINATE IN PATRY I L — 17 c PWDR. — --� A APROVED DRAIN, AS PER FLORIDA MECHANICAL 00(s) I LAUN. r _ fi � BLDG. CODE 2007, 307.2.1.1— L _ J LEGEND —0 ® SUPPLY AIR DIFFUSERA/C A/C I I LIVING RETURN AIR GRILLSIMPSON WB I I 12X12 SECURE STRAP TO UNIT ® SIDE-WALL OR 1 WAY DIFFUSER CONC. W/ (2)-3116"X2" ROLL STRAP 185 cfm I I TAP -CONS OR EQUAL SOLID LINE= SUPPLY TRUNK Ll BROKEN LINE= RETURN TRUNK SECURE STRAP TO BALANCING DAMPER OR OBD CONC. SLAB -UNIT W/ (2) #8x1 1/4 2 -CAR GAR. FOYER SHT MTL SCREWS 0 CEILING EXHAUST FAN O/A OUTSIDE AIR (� THERMOSTAT A/C CONNECTION PASS THROUGH AIR GRILL TO PAD DETAIL — — PT- I ENTRY j ------ COUNTERSUNKC.O. PLUG - FIN. GRADE SEE SPEC. OR PAVING.; ':. ,�• FIN. FLOOR _-�-_ -..: ,t.. ..- _- - - _ - - - SCORIATED OR WALL ;': �. '� -------------------- NICKEL + .' �- - - -w-- 1'-8"x8" CONC. BRONZE FL. PL.PLAN - ALL ELEV_ FITTING OR FIRST F MECHANICAL - -TENSION TO = EXTENSION TO BRASS ING OR EX SOIL OR WASTE PLUG I ISROIIL ORR WDASTE AS I I AS REQUIRED INSIDE CAULK - WADE 8240-K JOSAM 56000 SERIES NICKEL BRASS TOP P.V.C. OPTI/SPEC. - L J, INLV SEE F-- -W--------U1-- 7ST TLKN III �,/ III ---iii------ I-�r--v - �INV. SEE Y SITE PLAN FLOOR SLAB CLEAN --OUT TY�P. a EXT. GROUND CLEAN—OUT TYP. N.7b. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrouip.com AA #: 0003325 H ELL AR O 12-09 DAT 04/10/12 sCALE: 1/4"=l' -O" SHEET 10 OP2 � � U o � W 4 W 0lu O N Q � q D d z U z c z LU LU z p z � h � _ N zz+ A1� II3uBDIV. & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MODES.» "2408" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN ARCHITECT NATE OF FLORIDA-- JAMEA ELL AR O 12-09 DAT 04/10/12 sCALE: 1/4"=l' -O" SHEET 10 OP2 R C H IT P C T$ Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd esigngrou p.com AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE NORTH LOT #12 PROJECT# 02108.008 MO DEL: "2498" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN ARCHITECT STATE OF FLORIDA DpT 04/10/12 SCALE: 1/4"=l' -O" SHEET w l.l-I � � U lu N lu L � Q � z lu W z Q z JL 1 0 SUBDIV. & LOT: TUSCA PLACE NORTH LOT #12 PROJECT# 02108.008 MO DEL: "2498" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN ARCHITECT STATE OF FLORIDA DpT 04/10/12 SCALE: 1/4"=l' -O" SHEET f. A R C H I T E C T S Desigsn G roup pinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 8VHDIV. 8e LAT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: CABINET LAYOUTS ARCHITECT - STATE OF FLORIDA DATt:04/10/12 ►scA LE-. 1/4"=l'-.0" SHE w �T -E0 i lu � w w w -1 W U o o p z c!7 tu z z lU o � J w v f z W Q pq o C c-- Q � � :Tl cv nl 00 8VHDIV. 8e LAT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: CABINET LAYOUTS ARCHITECT - STATE OF FLORIDA DATt:04/10/12 ►scA LE-. 1/4"=l'-.0" SHE �T -E0 r (l) 05 REBAR VERTICALLY W/ CONC. ��POUR CELL R-4.1 INSULATION TEXTURED FINISH 0. A S' CMU n J 1/2' GYP. UL. SP. WOOD BASE Q s 7 4' CONC., REINF. W/ 6'x6" 010 WUJM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATMENT $HALL ISE BORA-CARE \Z Z 4' 8' 4' (2) 5 REBAR ON CHAIRS I—STORY FOOTING 1 W BLOCK WALL SCALE- 4' GONG., REINF. W/ 6'x6' 010 W W11 ON (P -MIL POLY ETHYLENE VAPOR 4" BARRIER ON WELL -COMPACTED m S" CLEAN TERMITE TREATEMENT SHALL B(1) SOREBAR O CHAIR$ 4 THICKEN EDGE SCALE= 1/2'-1'-0' M A 4' GONG, REINF. W/ 6'x6' "10 UAJI ON 6 -MIL POLY ETHYLENE VAPOR 724' BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE GARAGE STEP— UP NON—BEARING SCALE- 1/2"=1'-0" GRADE . 4' GONG., RE INF. W/ 6'x6' "10 WWM ON ° 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED �u CLEAN TERMITE TREATEMENT SHALL O 8• 8• 4"iBE BORA-CARE m U V-0' SREBAR ON CHAIRS 0 CONCRETE PAD SCALE= 17 0' POURED LINTEL CONT. CTYP.) 'off"• 8" CMU FILLED CELL (TYP.) '.w ?X WALL FRAMING (4) WX1' ANCHOR BOLTS or (4)VX1' J -BOLTS MN. 5' EMBEDMENT W/ 2'X2'X1/8' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET M JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 1 �� BLOCK WALL CONNECTION SCALE: 1/2' -I' -V' (1)115 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY 7' EMBED- MIN. " ° ° 4' CONC, RENF. W/ 6'x(p' 1110 ULM ON a • ; A 6 -MIL POLY ETHYLENE VAPOR o • .; BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE IBORA-CARE TYP. RETROFIT FOR A OMITTED DOWELS SCALE- 1/2'.1'-0" 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., REINF. W/ 6'x6' "10 WWM ON 6 -MIL POLY ETHYLENE VAPOR z BARRIER ON WELL -COMPACTED TL CLEAN TERMITE TREATEMENT SHALL 0 4" 8` 4" BE BORA-GATE 1'-4` !2) S MBAR ON CHAIRS 1—STORY FOOTING AT L. B(WZ UPLIFT SCALE= 1/2".I'-fD" I" RECESS FOR 54i•D. TRACK FINISH FLOOR 10 SLAB AT S. G. D. SCALE= 1'•1'-0' SECURE BT. PLATE TO SLAB W/ I' ANCHOR 15OLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN. * 32' OG MAX. "ONC., REINF. W/ 6'x6" 010 WWM ON 11L POLY ETHYLENE VAPOR RRIER ON WELL -COMPACTED EAN TERMITE TREATEMENT SHALL BORA-CARE 5 REBAR ON CHAIRS 2—STORY FOOTING 4 AT L.B. W. SECURE BT. PLATE TO SLAB W/ 10d CUT NAILS/ MASONRY NAIL * 32" O.C. MAX A o• 4" CONC., RENF. W/ 6'x6' 010 U LM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED E CLEAN TERMITE TREATEMENT $HALL U 4" 8' 4" BE BORA-CAIa'E (2)i113 REBAR ON CHAINS 1—STORY FOOTING AT L.B.W. W NO -UPLIFT SCALE; STUDS 16' O.C. MAX (2) S IaEi3AR ON CHAIRS 2 -STORY C3) 115 REBAR ON CHAIRS (1) 5 fE15AR VERTICALLY W/ CONC. POUR CELL R-4.1 INSULATION V CMU 1/2' GYP. WL. MD. 5 112' 9 HEAD OF GARAGE VARIES WITH SLOPE VARIES WITH SLOPE SHEET D I SECURE BT. PLATE TO SLAB W/' WOOD BASE ANCHOR BOLT W/ 2" WASHER SET IN W SIMPSON HIGH STRENGTH EPDXY V E IL 4' CONC., REIN. W/ 6"x6' 1110 W1t1 ON �t EMBED. MIN. s 32" OC MAX. 1/2" RECESS FOR SERVICE DR TIE VERTICAL REBAR La 4' GONG., REIN. W/ 6'x6' 010 UW ON i 4" CONC, REINF. W/ 6'x6" 1110 WWM ON S! ° 6 -MIL POLY ETHYLENE VAPOR w BARRIER ON WELL -COMPACTED zzw CLEAN TERMITE TREATEMENT $HALL m ¢' 6' 4" 4' BE BORA-CARE CLEAN TERMITE TREATEMENT SHALL 1416' 1 -4' (2) 05 REBAR ON CHAIR$ O GARAGE STEP—UP I—STORY L.B.W. ° •,"p :' ' a .°' ° TIE VERTICAL REBAR • a .e ' 4 � °. • TO HORIZONTAL $GALE: III;'nl'_0' I" RECESS FOR 54i•D. TRACK FINISH FLOOR 10 SLAB AT S. G. D. SCALE= 1'•1'-0' SECURE BT. PLATE TO SLAB W/ I' ANCHOR 15OLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN. * 32' OG MAX. "ONC., REINF. W/ 6'x6" 010 WWM ON 11L POLY ETHYLENE VAPOR RRIER ON WELL -COMPACTED EAN TERMITE TREATEMENT SHALL BORA-CARE 5 REBAR ON CHAIRS 2—STORY FOOTING 4 AT L.B. W. SECURE BT. PLATE TO SLAB W/ 10d CUT NAILS/ MASONRY NAIL * 32" O.C. MAX A o• 4" CONC., RENF. W/ 6'x6' 010 U LM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED E CLEAN TERMITE TREATEMENT $HALL U 4" 8' 4" BE BORA-CAIa'E (2)i113 REBAR ON CHAINS 1—STORY FOOTING AT L.B.W. W NO -UPLIFT SCALE; RECESS FOR I GARAGE DOOR 4" GONG, REIN. W1 6'x6' "10 W1IM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (1) 5 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE- 1/2'=1'-0' 1 SHOWER RECESS FOOTER SCALE- 1'-1'-0' CAULK AND SEAL GAS LINE I �' PVC SLEEVE FOR GA$ LINE 61 &' CMU 1/2" DRYWALL WOOD BASE 00, 4 .. is ° a ,. } 4 m TEXTURED FINISH -11 INSULATION MIN. STUD5 16" O.C. MAX 1/2" GYP. WL. BD. UI ROOP BASE Euj EGURE wr. PLATE TO BLK W/ " ANCHOR BOLT W1 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY i" en 0 EMBED. MIN. * 32' OC MAX. o'\v'A . 'p • '. 4' GONG, REIN. W/ 6"x6' *ICD WNiJh'I ON 6 -MIL POLY ETHYLENE VAPOR 4-0 BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE z F 4' 8' 4' (2) 05 REBAR ON CHAIRS I—STORY FOOTING 3 W FRAME WALL CIl 45 REBAR VERTICALLY W! CONC. POUR CELL Z I 8" CMU r_0- y CURB HEIGHT VARIES 0 a• 4' GONG., REIN. W/ 6'x6' 1110 WWM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TRETEMENT SHALL BE BORA-CARE z 4' 8' 4' (2) 05 REBAR ON CHAIRS i ia1 Q U 1—STORY FOOTING li�� AT GARAGE SCALE- U2"=r-ra' u (t) "5 REBAR VERTICALLY W/ CONG. POUR GELL R-4.1 INSULATION TEXTURED FINISH a, CMU 1/2'GYP_ WL_BD. WOOD BASE r� ° 4" GONG., IEIt. W/ 6'x6' 1110 WWM ON m ° 6 -MIL POLY ETHYLENE VAPOR �"* a BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL 5E BORA-CARE (3) OD REBAR ON CHAIRS m 4' 6' u 2— STORY FOOTING qVL5- TIE VERTICAL REBAR TO HORIZONTAL RE5AR W110' HOOK GROUTED 155OND BEAM /*A.�� V A ° • b , GAS LINE THRU BLOCK 1 SCALE= 5 I/,i' * HEAD OF GARAGE (2) S IaEi3AR ON CHAIRS 2 -STORY C3) 115 REBAR ON CHAIRS (1) 5 fE15AR VERTICALLY W/ CONC. POUR CELL R-4.1 INSULATION V CMU 1/2' GYP. WL. MD. a s ' ' AN. ' VARIES WITH SLOPE W1 CONC. POUR CELL SHEET D I SECURE BT. PLATE TO $LAB W/" WOOD BASE CLEANOUT REQUIRED ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EXTENDED SLAB 11/2' CURB HEIGHT VARIES E IL 4' CONC., REIN. W/ 6"x6' 1110 W1t1 ON �t EMBED. MIN. * 32' OC MAX. 1/2" RECESS FOR SERVICE DR TIE VERTICAL REBAR La 4' GONG., REIN. W/ 6'x6' 010 UW ON a..,° 4 S! ° • • +#' GONG, RENF. W/ 6'xb" 10 WUJM ON d Z ip a '° 4' CONC., REIN. W/ 6'x6' 1110 WWM ON Z IK 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED -' ,° 6 -MIL POLY ETHYLENE VAPOR * '� a BARRIER ON WELL -COMPACTED VARIES PER ELEV. CLEAN TERMITE TREATEMENT SHALL 1416' CLEAN TERMITE TREATEMENT $HALL O b' 4' BE BORA-CARE BE BORA-CARE ° •,"p :' ' a .°' ° TIE VERTICAL REBAR • a .e ' 4 � °. • TO HORIZONTAL C3) S REBAR ON CHAIRS X C?) "5 TaEBAR ON CHAIRS F 0 oU -- ° , ,v ° , ' REBAR W/ S' HOOK M� (1) M5 REBAR AT CORNERS W/ 25' LAP MIN.It ` �' * " ° e• g " '°► A. GARAGE STEP—UP SLAB AT GARAGE 2—STORY L.B.W. SERVICE DOOR_ (2) 45 MBAR ON CHAIRS0 �� SC ALE: 1/2'=P -O' a" .'..° °' +' r '' RECESS FOR I GARAGE DOOR 4" GONG, REIN. W1 6'x6' "10 W1IM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (1) 5 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE- 1/2'=1'-0' 1 SHOWER RECESS FOOTER SCALE- 1'-1'-0' CAULK AND SEAL GAS LINE I �' PVC SLEEVE FOR GA$ LINE 61 &' CMU 1/2" DRYWALL WOOD BASE 00, 4 .. is ° a ,. } 4 m TEXTURED FINISH -11 INSULATION MIN. STUD5 16" O.C. MAX 1/2" GYP. WL. BD. UI ROOP BASE Euj EGURE wr. PLATE TO BLK W/ " ANCHOR BOLT W1 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY i" en 0 EMBED. MIN. * 32' OC MAX. o'\v'A . 'p • '. 4' GONG, REIN. W/ 6"x6' *ICD WNiJh'I ON 6 -MIL POLY ETHYLENE VAPOR 4-0 BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE z F 4' 8' 4' (2) 05 REBAR ON CHAIRS I—STORY FOOTING 3 W FRAME WALL CIl 45 REBAR VERTICALLY W! CONC. POUR CELL Z I 8" CMU r_0- y CURB HEIGHT VARIES 0 a• 4' GONG., REIN. W/ 6'x6' 1110 WWM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TRETEMENT SHALL BE BORA-CARE z 4' 8' 4' (2) 05 REBAR ON CHAIRS i ia1 Q U 1—STORY FOOTING li�� AT GARAGE SCALE- U2"=r-ra' u (t) "5 REBAR VERTICALLY W/ CONG. POUR GELL R-4.1 INSULATION TEXTURED FINISH a, CMU 1/2'GYP_ WL_BD. WOOD BASE r� ° 4" GONG., IEIt. W/ 6'x6' 1110 WWM ON m ° 6 -MIL POLY ETHYLENE VAPOR �"* a BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL 5E BORA-CARE (3) OD REBAR ON CHAIRS m 4' 6' u 2— STORY FOOTING qVL5- TIE VERTICAL REBAR TO HORIZONTAL RE5AR W110' HOOK GROUTED 155OND BEAM /*A.�� V A ° • b , GAS LINE THRU BLOCK 1 SCALE= 04/10/12 (2) S IaEi3AR ON CHAIRS 2 -STORY C3) 115 REBAR ON CHAIRS (1) 5 fE15AR VERTICALLY W/ CONC. POUR CELL R-4.1 INSULATION V CMU 1/2' GYP. WL. MD. a s ' ' AN. ' 1/4"=1'-0" W1 CONC. POUR CELL SHEET D I VARIES PER ELEV. WOOD BASE CLEANOUT REQUIRED 4•.' : CURB HEIGHT VARIES E IL 4' CONC., REIN. W/ 6"x6' 1110 W1t1 ON �t a FOR INSPECTION °e TIE VERTICAL REBAR =, 6 -MIL POLY ETHYLENE VAPOR 4' GONG., REIN. W/ 6'x6' 010 UW ON a..,° TO HORIZONTAL zi BARRIER ON WELL -COMPACTED <� BARRIER ON WELL -COMPACTED G CLEAN TERMITE TREATED FILL B CLI MITE TREATEMENT $HALL VARIES PER ELEV. n 0'-0' FIN. FLR. a d (?) N5 REBAR A i -STORY (3) S REBAR * 2 -STORY !1) "S VERT. DOWEL ° a a° .• . h' PVC CHASE THRU FOOTING ° •,"p :' ' a .°' ° TIE VERTICAL REBAR • a .e ' 4 � °. • TO HORIZONTAL ° ° '• 'a' LAPPED W/ BOND BEAM oU -- ° , ,v ° , ' REBAR W/ S' HOOK o: OUTSIDE RE15AR TO BE �..d.:. +�. r• b . CONTINUOUS (1) M5 REBAR AT CORNERS W/ 25' LAP MIN.It ` �' * " ° e• g " '°► A. (2) 45 MBAR ON CHAIRS0 m a" .'..° °' +' r '' 2 -STORY 1'-4' (3) 03 REBAR ON CHAIRS ay 2'-1' MIN. LAP PIPE THROUGH TYP. REBAR LAP I—STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING AT LINTEL CORNERS $CALL=: W BLOCK WALL SCALE- 1/2'=1'-0" E REINFORCING SCALE= V1'=1' -V p� �y _.- D SOIL ]� ]E M I DoT 1 � A ]CJ L JE X'T E R I O R ]�' 0 0 '7C' � R S A. T � L A F I ]L'�T I � ]H[ B '�' C� . R E L O W � T ][�T L� ][ S rT �.T R L-3 ]E .-- TEXTURED FINISH —R-11 INSULATION MIN. STUDS 16' O.G. MAX 1/2' GYP. WL. BD. WOOD'6ASE SECURE BT. PLATE TO BLK W/" ANCHOR BOLT W/ P WASHER SET IN +u SIMPSON HIGH STRENGTH EPDXY l' p EMBED. MIN. * 32" Or, MAX. r ' v A a° a "a` 4' CONC., REIN. W/ 6'x6" *ICD WWM ON 6 -MIL POLY ETHYLENE VAPOR PACTOP CLEANIETERMITE TREATEMENTON HHALL BE BORA-CARE (3) 45 REBAR ON CHAIRS u 2—STORY FOOTING 4_11 Fsr RAME WALL SIC 4' 6, 6, 4" il V +A U 1'-8' 2—STORY FOOTING A AT GARAGE SCALE: 1/2"=1'-O' 14 NOT USED 04/10/12 (1) =5 REBAR VERTICALLY GROUTED BOND BEAM 1/4"=1'-0" W1 CONC. POUR CELL SHEET D I VARIES PER ELEV. 13' CMU CURB HEIGHT VARIES �' . ° TIE VERTICAL REBAR 4' GONG., REIN. W/ 6'x6' 010 UW ON 4 • TO HORIZONTAL 6 -MIL POLY ETHYLENE VAPOR $.. BARRIER ON WELL -COMPACTED B CLI MITE TREATEMENT $HALL VARIES PER ELEV. BE MORA -CARE RA i� GROUTED BOND BEAM (3) 03 R'EDAR ON CHAIRS ° SIC 4' 6, 6, 4" il V +A U 1'-8' 2—STORY FOOTING A AT GARAGE SCALE: 1/2"=1'-O' 14 NOT USED HORIZONTAL/VERTICAL REINFORCING AT v BEARING CHANGE scALE- 1/2'=r-0' ARCHITECTS, '± D►esign 00Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746073 FAX: 407-774-4078 www.abdesigngroup.com IAA #: 0003325 04/10/12 GROUTED BOND BEAM 1/4"=1'-0" SHEET D I VARIES PER ELEV. �' . ° TIE VERTICAL REBAR 4 • TO HORIZONTAL $.. REBAR W/ 10" HOOK •' ' VARIES PER ELEV. i� GROUTED BOND BEAM ° ay a d. tsi � • 4 .a Q CLEANOUT REQUIRED FOR INSPECTION Ju � D z 4' Q h ° ° 0'-0' FN. FLR. °TIE VER'T'ICAL REBAR °'. °a .a as ° ' TO HORIZONTAL ° a REBAR W/ B" HOOK a ° L n z O my HORIZONTAL/VERTICAL REINFORCING AT v BEARING CHANGE scALE- 1/2'=r-0' ARCHITECTS, '± D►esign 00Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746073 FAX: 407-774-4078 www.abdesigngroup.com IAA #: 0003325 SU13DIV. & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL: "2408" GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT - STATE OF FLORIDA ;�� 04/10/12 SCALE: 1/4"=1'-0" SHEET D I Ogg ua tsi � Q � Ju � D z Q n z d) Lu � fti CV SU13DIV. & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL: "2408" GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT - STATE OF FLORIDA ;�� 04/10/12 SCALE: 1/4"=1'-0" SHEET D I Ogg PANEL ANCHOR 61E ALANT L1 WALL FRAME SHOLUN HERE FOR ILLUSTRATIVE PURPOSES ONLY. LUALL FRAMING CAN BE CONCRETE, MASONRY, LUOOD STEEL OR ANY OTHER STRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION IE a SECURE 2x4 ON FLAT TO SLK W/ CUT NAILS. FOR SECURE 2x& MIN. TO BLK W/ (2) )�' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. SIDES: 2Xh GARAGE DOOR BUCK W/ (3) 1�'Xa' J -BOLTS 4' EMBEDMENT MIN. W/ 2 `X2'XYa WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. 1-2Xb PT BLOCK o CENTER OF DOOR HEADER W/(I) )6'X8' J -BOLTS 4" EMBEDMENT W/ 2'X2"XYe,' WASHER AND NUT GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 112'-1'-0' NOT USED Z5� LINTEL PLATE -- 3/8" EXPANSION STRIP FREE OF MORTAR L INTEL SEALANT TO 5E MIN. 1/2' DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS $LOCK NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING a EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL 5UT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2) 1-1/4" 5-4 HEX LUASHER HEAD LUITH ANTI -CORROSIVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE �- TYPE S OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL RE INFORC ING MORTAR ASPHALT EMULSION 1-3/4" X 20 GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END W/(2)12dQEA. UPRIGHT 2X4 SECURED TO GABLE ENG W/(2)12d 6"-a" O.C. L-306 GABLE BLOCKING TRUSS 2x4 BLOCKING 's EA. RAFTER L-30 EA. RAFTER H2.5 EA. RAFTER 2x4 RAFTER 24' O -C. 2x4 FRAMING (TYP) q FRAMED OVERHANG N.T.S. 2x4 DBL TOP PLATE 2x4 METAL STUD 24' O.G. 1/2" DRY WALL 2X4 lb' O.C_ MAX 2X4 PT. ST. PLATE .: 1/2' A$ W/ .' MIN. T' EMBEDMENT 2' DIA. WASHER 32' O.C. MAX O5 REBAR CONT. (D WOOD FRAME TO BLK. C SALE: g - PLAN VIEW SCALE: I/2' = I' -0' SPARK ARREST PER MANUFACTURER 1X2 PT, TOP OF 130X P15L. TOP PLATE — 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON 0.5.0. SHEATHING OR;" CDX PLYWOOD PRE. ENG. TRUSS SIMPSON H-5 (MIN.) a 2x4 TO TRUSS PRE. ENG. TRUSS SP4 OR H-5 TOP PLATE TO STUDS 2'-0" ABY. 1(A' -O' LEVEL TO ROOF `OR 2'-0' ASv. HIGHEST RIDGE WITHIN 10'-0' SIMPSON H-5 (MIN.) 2X4 TO TRUSS CHIMNEY DETAILS SCALE: 1/2'=I' -O' PRE -ENG TRUSSES W/ TRU33 CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS 6 lb' O.C. MAX SIMP50N L6TA-12 a EA. JACK STUD, BOTH 6IDE5 OF OPENING. 2x STUDS 0 16" O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN �' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY m A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED 61=4 OR H5 a TOP AND 50TTOM PLATES o 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 SECURE 2x TO BLOCK W/ (2) �&" TAPCON5 OR DRIVE= PIN (MIN SHANK SIZE .145) (MIN EMBED. I J') WITHIN 8' OF EACH END AND IV O.C. MAX m u SPACING. �6" O.S.B. SHEATHING OR --"O 4' CDX PLYWOOD 2x4 BLOCKS CMu WALL � I I � I I I I I�p• `"� TYP. EXTERIOR WINDOW/ FLR. LINE. DOOR OPENING WD FRAMED SCALE: i/2'=I'-0" NAIL -INP SCHEC>ULE ROOF DIAPHRAGM USE 111(6' O.S.B. OR 1/2" CDX PLY WITH @8 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND *a RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *a GUN NAILS a 4" O.C. EXTERIOR 5HEATHING USE /lb' 0.58. OR 1/2" PLY WITH 08 RING SHANK GUN NAILS AT &" O.C. AT PANEL 31DE5 AND 05 RING SHANK GUN NAILS 4" O.C. TOP 4 BOTTOM PANEL AND 4'5 RING SHANK GUN NAILS AT b' P.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL SE PERMITTED A3 AN ACCEPTABLE FASTENER FROM ANY 'MANUFACTURER. N,4 f L_ REQU I i EMENT5 SIZE HEAD LENGTH DIA. TENSILE STIR 8d ROUNPa IOPIFIED 1 1/8' .113 110000 2 OR T 10d ROUND MODIFIED 2 1/8' .128 110/000 OR T 0 TOP CORD BLOCKING AT 4' :r O.G. MAX. IN FIRST 2 FRAMING SCALE: SPACES AT EACH END. z� NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS 30 STAPLE, NAIL 4 TOOL ASSOCIATION 0 I. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING Io 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. Ir. TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL EI NGTH p 0 5'00f= SHEATHING; L,A`rCUT 1RAG INS BUILDING LENGTH AN WA I, Ls L! FOR G 45L -E END Ff;R,41°*IINCA ARCH WINDOW FRAMEA SECTION SCALE: I/2' =1'-0' NOTE: : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE. NOT REQUIRED EXCEPT OPENINGS •8 RING SHANK GUN NAILS 0 4" O.C. TOP 4 BOTTOM EDGES 04/10/12 SCALE: 1/41'=1'-0" e _N 2 231 zo 0 z O a z o�c PRE�,- -rRus 0&M 1/1x6" 2x4 BTM. PLA' MTS - 32" C TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16" O.C. 1/16106,5. 1/2' A.B. W/ MIN. 11 EMBEDMENT LOCATE f6" -S' FROM ENDS AND 32" O.C. MAX. TEXTURED FIN15H META -16 a" CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 1/2 " =1' -0' �I 2X4X4' SECURE TO TRUSS W/ 3-12d f6'-8' O.G. MAX TYP. 2X4 SECURE TO 2X4 BILK W/2-126 SECURE TO BLK W/ META -16 2'-0" ENT] SCALE: C05 RING SHANK GUN NAILS +9 6' 0.'. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) *S 2" DECK SCREWS 's b' -a` O.C. MAX * EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRUSS --' DBL. 2X TOP PLATE 2X BLOCKING �+ TOP OF 2X STUDS 16" O.C. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2X4 a TOP 4 150TTOM CONT. HETA-16 BLK. WALL Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF 5LK, W/ 1/4' GAP FROM BLK. TO O.S.B. HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF 0.5$. TO PROVIDE CONT. NAIL PATTERN Q3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. SHEATHING Im TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 1(6" FROM SHEET BELOW INSTALL ALL 3HEET5 W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/2'- V-0' A R C H I T E C T$ Design Group,,. ,1 N. RONALD REAGAN BL% LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. 8c LOT: TUSCA PLACE NORTH LOT #12 PROJECT# 02108.008 MODEL: "2498a) GARAGE S WING: LEFT PANE: misc. DETAILS ARCHITECT= STATE OF FLORIDA 2 p'tl JAME NTW ]NATE: 04/10/12 SCALE: 1/41'=1'-0" SHEET _N 2 231 z O W Q a " 0 E~ q 0.4) .4 z tuu 4 � d) '� 61 ti SUHDIV. 8c LOT: TUSCA PLACE NORTH LOT #12 PROJECT# 02108.008 MODEL: "2498a) GARAGE S WING: LEFT PANE: misc. DETAILS ARCHITECT= STATE OF FLORIDA 2 p'tl JAME NTW ]NATE: 04/10/12 SCALE: 1/41'=1'-0" SHEET 2 231 PRE -ENG TRU55 SEE ENERGY CODE FORMS 1 0.5,5. SHEATHING OR, '' FOR INSULATION R-VALUE5. 10.5.3. SHEATHING OF FOR INSULATION R-VALUE5. CDX PLYWOOD. ATTACHED MTL. DRIP EDGE "" NAILING SCHEDULE ON " GYP5UM 5014RD Oil �° CDX PLYWOOD: ATTACHED 2x4 NAILER GYPSUM 5OARD OR HIGH PER N L HIGH STRENGTH CLC. PER NAILING SCHEDULE ON �o SHEET D5 SHEET Da 2x4 � 24" O.C.'s INTERIOR 2x4 SU 3 -SAND STRENGTH CLG. SDAFD 5OARD NC. FILLED LINTEL SLK -1/S" THICK, 3 COAT ", KNEE WALL ..:4.' C0 GONG. FILLED LINTEL �3LK �/S THICK, 3 COAT VENTED ALUM. SOFFIT W! (1) #5 FESAR CONTINUOUS PORTLAND CEMENT PLASTER * GONG. FILLED LINTEL SLK W/ (1) 5 RE5,4R CONTINUOUS PORTLAND GEMENT PLASTER OVER EXPANDED C�ALV'D OVER EXPANDED G,4LV'D W/ (1) *S RESAT' CONTINUOUS PRECAST LINTEL METAL LATH ON FORTIF15ER R-4.1 5,4TT. INSUL. OVER LATH ON FORTIF15ER EMBED. 5TFAP VERIFY WI TRUSS PLAN fiz-4.1 5,4TT. INSUL. JUMSOTEX GRADE "D ° PREC,45T LINTEL UMSOtEX GRADE "D ° PAPER PRECAST LINTEL PAPER OVER TYVEK OVER TYVEK BUILDING WRAP WINDOW ATTACHMENT AS WINDOW ATTACHMENT AS 5UILDING WRAP (REFER TO .-� WINDOW ATTACHMENT AS (REFER TO STUCCO SPECS PER MANUFACTURESPEE'. MANUFACTURESMANUFACTURESPEANUFAGTUFES a/$" THICK, 3 COAT PER? MANUFACTURE5 5TUCC0 5PEC5 FOR SPECIFICATICN5 OR COMPLETE INFORMATION) SPECIFIGATION5 PORTLAND GEMENT SPECIFICATIONS COMPLETE INFORMATION) WEEP 5CREED PLASTER AP�='L1ED P�;ECAST SILL WEEP SCREED PRECAST SILL I�aEE DETAIL 2)—�''FEGAST SILL DIRECTLY TO (SEE DETAIL 2) # (1) *5 FE13AR VERTICALLY MASONRY (I) *5 RE�3AR VERTICALLY (1) 5 RESAi� VERTICALLY SECURE GABLE TO 2x�o P.T.. W! CONC. FOUR. CELL SECURE G,45LE TO 2x& P.T. W/ CONC. POUR, CELL PLATE W! 12d's 5" O.G. MAX W! GONG. POUR CELL I 5 PLATE W/ 12d's S" O.G. MAX 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO 1x2 P.T. FURRING STRIPS 1x2 P.T. FURRING 5TR' P • � 1�" O.C. L�K, W/ �°x9° ANCHOR BOLT W! 1� O.C. 2" WASHER SET IN 51MP50N 8" CMU "" SECURE 2x(o PT. PLATE TO S" CMU : S CMU ;� ' HIGH STRENGTH EPDXY 7 1/2" GYP. WL. SD. �l 1G. W! x9 ANCHOR 50LT W/ 1/2 GYP. WL. SD_ "" �� SL � M . MIN. � 32 OG MAX. 1/2 GYP. WL. SD. 2" WASHER SET IN SIMPSON E EsED WOOD EASE WOOD SASE WOOD }SASE H IGH STRENGTH EPDXY -1 � f_ EME3ED. M IN. s 32" OC MAX. d xi THICK, 3 COAT �° : Na" THICK, 3 COAT a m A PORTLAND CEMENT p 4 a PORTLAND CEMENT PL,45TER APPLIED e PLASTER APPLIED C d ' E . dd * a DIRECTLY TO • D IRECTL�' TO 4 + - MASONRY MASONRY 1 -STORY GABLE 1- STORY 1- STORY GABLE W/ VAULT C LG BLOCK WALL BLOCK WALL BLOCK WALL g___,5CALE: 3!4 ° =1' _O" SCALE: 3/4"=V-0` SCALE: 3/4"" =1 -O 2x4: ® 2X4: CM 2X4: Co SECURE TO BLOCK W/ 3X6" SECURE TO BLOCK W/ IN TAPCONS OR DRIVE PSECURE TO BLOCK IN TAPCON5 OR DRIVE PIN TAPCON5 IN.SHA OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SWANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE . .14 MIN. HEAD SIZE 300 MIN. HEAD SIZE -400 MIN. EMBEDMENT 1 0 MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4') WITHIN S' OF EACH I ENp WITHIN a" OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN MAX SPACING. 1S" O.C. MAX SPACING. IS` O.G. MAX SPACING. S" CMU 2Xk�: ® 2Xk" ® SEGUR®O BLOCK W/1-1/4" NOTE: STRUCTURAL 2X MUST " DRYWALL SECURE TO BLOCK W/2-%' BE STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -3/f6` F1 BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN BE ON OUT5IDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH NON-STRUCTURAL I'X4' OR 1'X2" P.T. NAILER (MIN. SHANK SIZE .I45 (MIN. SHANK 51ZE .145 ,(b' TAPCON MIN. 1-Y4" THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED 1x4 P.T. OR /4'X4" MIN. SECURE MIN. HF -AD SIZE .300 3.66' TAPCON MIN. 1-Y4' MIN. HEAD SIZE .300 THROUGH NON-STRUCTURAL MIN. HEAP SIZE 3@®+ EMBEDMENT INTO BLOCK. THRU FRAME 4 EXTEND 1 Y4' MIN. EMBEDMENT 1 Yd') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4') 3if6" TAPCON MIN. 1 Y4" MIN. EMBEDMENT 1 Y4 ) " " INTO BLOCK W/ 3/(6' TAPCONS WITHIN S" OF EACH END 4 WITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN S' OF EACH END 4 a' CMU 7/16 0.5.13. OR GDX OR DRIVE PIN a CMU 15" O.C. MAX SPACING. 1S O.G. MAX SPACING. ' 18 O.C. MAX SPACING. 8' CMU Yt DRYWALL " DRYWALL 2X8: (MIN. SHANK SIZE .14�v 2X5: ® )i' DRYWALL � 1'X4" OR 1"X2" P.T. NAILER TYVEK BUILD INC WRAP MIN. HEAD 51ZE 300 2Xa: ® 1'X4" OR 1"Xa` P.T. NAILER W/2-3/(6' SECURE TO BLOCK W/1-1/4 SECURE TO BLOCK W/a-%, ,! SECURE TO BLOCK WFN 1'X4` OR I"X2' P.T. NAILER TAPCON5 OR DRIVE PIN ��," O.S.B. X 4' MIN. MIN. EMBEDMENT 1-Y4 TAPCONS OR DRIVE PIN 116 0.3$. X 4" MIN. TAPCONS OR DRIVE FIN FORTIF15ER el_DCS PAPER F11 WITHIN a' OF EACH END 4 IS' (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK 5IZE .145 DOOR CASING O.C. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAP SIZE 300 �_ MIN. HEAD 312E 300 C ,4LV'D 1"ITL. � Ti -i MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW i'IfN. EMBEDMENT 1 Yq"J DOOR JAMB OR WINDOW DOOR CASING MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4 J ATTACH TU 2X PER ATTACH TO 2X PER DOOR JAMB OR WINDOW WITHIN S" OF EACH END 4 ATTACH TO 2X PER WITHIN S" OF EACH END 4 WITHIN S' OF EACH END 4 -1/S" TEXTURED ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. 15" O.C. MAX SPACING. MANUFACTURES DETAILS. 15' O.C. MAX SPACING. MANUFACTURES DETAILS. FINISH 's WOOD MANUFACTURES DETAILS. 5 NOTE: SHIM A8 NEEDED t0 PLUMB JAMB (DO NOT EXCEED Ya') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB CPO NOT EXCEED Y4") WOOD /g TO /g �� MID WAL L ION 3 4 OR +5 4 DOOR JAMB TO BLOCK +1-15/16" DOOR JAMB TO BLOCK +3" DOOR JAMB TO OBLOCK +3-7/16" cONSTRUGT WEEP 50REED DOOR JAMB TO BLOCK + / / �° WINDOW TO BL ` WINDOW TO BLOCK +3 4 OR +5 4 WINDOW TO BLOCK +1-15/16" WINDOW TO BLOCK +3 - Z G[ A SCALE: I'=1'-(I�" SCALE: 1"=1'-@' SCALE: I"=I'-0' 4, N 2X4: CEO J . ... 2X4: ® 2x4: CO 2x4: " s " SECURE TO BLOCK W/ 3/fi, SECURE TO BLOCK W/ 3�6" TSAPGONS OR DRIVE PIN S CMl.1 SECURE TO BLOCK W/ /W6 TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. SHANK SIZE 00 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 lSnTEXTURED (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 J MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X MUST WITHIN a' OF EACH END 4 FINISH 'D MA50N'zY MIN. EMBEDMENT 1,49 WITHIN S" OF EACH ENp 4 WITHIN 8 OF EACH END 4 BE ON OUTSIDE 4 SECURED WITHIN S OF EACH END 4 18" O.C. MAX SPACING. la' O.C. MAX SPACING. [/,—L— 15, O.G. MAX SPACING. 1S" O.C. MAX SPACING. THROUGH NON-STRUCTURAL 2X6: 3 2Xh: ® %' TAPCON MIN. I -Y4' 2Xda: CEKI 2X4a: ® �W/2-3/(&' SECURE t0 BLOCK W/1-1/4 SECURE TO BLOCK W/2 -n6' NOTE: STRUCTURAL 2X MUST SECURE t0 BLOCK EMBEDMENT INTO BLOCK. TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-%' SECURE OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCON5 OR DRIVE PIN S" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED TARCONTAPCON5 OR DRIVE PIN F1 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK 512E .145F1 MIN. HEAD 312E 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300F1 MIN. HEAD SIZE 300 '�" DRYWALL MIN. HEAD 512E .30@ 3iW6" TAPGQN MIN. 1 y4` MIN. EMBEDMENT 1 Y4'1 3,f6' TAPGON MIN. 1 Y4° EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 V) 1`X4' OR 1'X2" P.T. NAILER WEEP SCREED MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT I Y4') WITHIN S' OF EACH END 4 WITHIN S OF EACH END � EMBEDMENT INTO BLOCK. WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4 a" CMU IS" O.G. MAX SPACING. OOD TO18 O.G. MAX SPACING. IS O.C. MAX SPACING. 2ND C 'SECURE TO S' CMU DETAIL � W � IS O.C. MAX SPACING. y� DRYWALL STRUCTURAL MEMBER W/(2)12d 8` GMU 2XS: ® 1'X4" OR I'X2' P.T. NAILER 2X8= ® 3 WITHIN S' OF EACH END 4 (o` 2X8: ®' DRYWALL 2X8: ® ' DRYWALL " SECURE TO BLOCK W/a- �i6 SECURE TO BLOCK W/1-1/4' SECURE TO BLOCK W/2-3�W6 TO 8 O.G. MAX TAPCONSOR PRIM= PIN 1"X4" OR 1`X2" P.T. NAILER BLOCK �-�g LO C K CONNECTION O TAT N C T I O TAPCO TO BLOCK W/2-�(� 1'X4" OR 1'X2' P.T. NAILER TAPCON5 OR DRIVE PIN 1' P.T. X 4 MIN. TAPCON5 SHA K DRIVE PIN (MIN. $HANK VZE .145 1' P.T. X 4' MIN. J� JC1 1�1 JL V TAPGONS OR DRIVE PIN (MIN. SHANK SIZE .145 —DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. HEAP SIZE .3@0 DOOR CASING SCALE: 1 1/2"=V-011 MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW " MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Ya J MIN. EMBEDMENT 1 Yd') ATTACH TO 2X PER ATTACH TO 2X PER WITHIN S' OF EACH END 4 Doan JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' 01= EACH END 4 MANUFACTURES DETAILS. IS" O.C. MAX SPACING. ATTACH TO 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. 15" O.C. MAX SPACING. IS, O.C. MAX SPACING. 18 O.G. MAX $PAGING. MANUFACTURES DETAILS. UM JAMB (DO NOT EXCEED Y4') NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM A3 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM "A5 NEEDED TO PLUMB DOOR JAMB TO BLOCK +3 3/4" DOOR JAMB TO BLOCK +1-1/" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3 0 BLOCK +1-1 2 WINDOW TO BLOCK +2 1/4" WINDOW TO BLOCK +3" WINDOW TO BLOCK +3 3 4" WINDOW T "- SCALE: 1"=1'-0' H SCALE; V -V-0' SCALE: I'=1' -m' SCALE: 1 -1 -0 n A R C H I T E C T S /Design I r0uInc. 441 N. RONALD REAGANBLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngrou p.com AA #: 0003325 -2x4 5LOCKING 5ETWEEN F15ERGLA55 SHINGLES 2x4 5L0CKING BETWEEN F15ERGLA56 5HINGLE5 tr'USSES 4'-0" O.G. (AT OVER 01F� FELT PAPER ON TRUSSES AT 4'-0" O.C. (AT OVER *15 FELT PAPER ON SHEATHING SEAMS) O.S.5. SHEATHING OR SHEATHING SEAMS) � 0.5.3. SHEATHING OR 1" CDX PLYWOOD SECURED PER NAILING SCHEDULE CX PLYWDOD SECU�'ED D -----PRE-ENG GA5LE TRU55 —PRE -ENC C -BASLE TRUSS PER NAILING SCHEDULE CONT. 2x4 RAT RUN SECURED W/ (2) P.T. 1x2 W/ MTL. DRIP EDGE 2x4 NAILER MTL. DRIP EDGE 126'5 Q EACH TRUSS F15EFGLA55 SHINGLES lea2x4 5U5-5AND CONT. 2x4 RAT RUN SECURED 2x4 5U5-5,4ND TO SE INSTALLED e MID. POINT OF OVER #15 FELT PAPER ON ALUM. SOFFIT W/ (2) 12d's e EACH TRUSS ALUM. SOFFIT TRUSS SPAN, OF 101-0" O.C. MAX. 16" O.S.P. SHEATHING OF 2" STIFFSACK AT ALL UPRIGHTS To 5E INSTALLED 6 MID. POINT OF TRU55 SPAN, OR 5TIFF5ACK AT ALL SEE ENERGY GORE FORMS CDX PL YWDOD SECURED OVER 4' -IQ)" HIGH (SEE l m' -P.�" D.C. MAX. UPRIGHTS OVER 4 -10 FOR INSULATION R- � LUES. 1 INCA SCHEDULE PER NAL SEALED ENCS. FOR SIZE � HIGH (SEE SEALED ENG. GYPSUM SOARD F CONDITION.) SEE ENERGY CODE FORMS FOR SIZE 4 CONDITION.) HIGH STRENGTH CLCD. PRE -ENG TRU55 SEE ENERGY CODE FORMS 1 0.5,5. SHEATHING OR, '' FOR INSULATION R-VALUE5. 10.5.3. SHEATHING OF FOR INSULATION R-VALUE5. CDX PLYWOOD. ATTACHED MTL. DRIP EDGE "" NAILING SCHEDULE ON " GYP5UM 5014RD Oil �° CDX PLYWOOD: ATTACHED 2x4 NAILER GYPSUM 5OARD OR HIGH PER N L HIGH STRENGTH CLC. PER NAILING SCHEDULE ON �o SHEET D5 SHEET Da 2x4 � 24" O.C.'s INTERIOR 2x4 SU 3 -SAND STRENGTH CLG. SDAFD 5OARD NC. FILLED LINTEL SLK -1/S" THICK, 3 COAT ", KNEE WALL ..:4.' C0 GONG. FILLED LINTEL �3LK �/S THICK, 3 COAT VENTED ALUM. SOFFIT W! (1) #5 FESAR CONTINUOUS PORTLAND CEMENT PLASTER * GONG. FILLED LINTEL SLK W/ (1) 5 RE5,4R CONTINUOUS PORTLAND GEMENT PLASTER OVER EXPANDED C�ALV'D OVER EXPANDED G,4LV'D W/ (1) *S RESAT' CONTINUOUS PRECAST LINTEL METAL LATH ON FORTIF15ER R-4.1 5,4TT. INSUL. OVER LATH ON FORTIF15ER EMBED. 5TFAP VERIFY WI TRUSS PLAN fiz-4.1 5,4TT. INSUL. JUMSOTEX GRADE "D ° PREC,45T LINTEL UMSOtEX GRADE "D ° PAPER PRECAST LINTEL PAPER OVER TYVEK OVER TYVEK BUILDING WRAP WINDOW ATTACHMENT AS WINDOW ATTACHMENT AS 5UILDING WRAP (REFER TO .-� WINDOW ATTACHMENT AS (REFER TO STUCCO SPECS PER MANUFACTURESPEE'. MANUFACTURESMANUFACTURESPEANUFAGTUFES a/$" THICK, 3 COAT PER? MANUFACTURE5 5TUCC0 5PEC5 FOR SPECIFICATICN5 OR COMPLETE INFORMATION) SPECIFIGATION5 PORTLAND GEMENT SPECIFICATIONS COMPLETE INFORMATION) WEEP 5CREED PLASTER AP�='L1ED P�;ECAST SILL WEEP SCREED PRECAST SILL I�aEE DETAIL 2)—�''FEGAST SILL DIRECTLY TO (SEE DETAIL 2) # (1) *5 FE13AR VERTICALLY MASONRY (I) *5 RE�3AR VERTICALLY (1) 5 RESAi� VERTICALLY SECURE GABLE TO 2x�o P.T.. W! CONC. FOUR. CELL SECURE G,45LE TO 2x& P.T. W/ CONC. POUR, CELL PLATE W! 12d's 5" O.G. MAX W! GONG. POUR CELL I 5 PLATE W/ 12d's S" O.G. MAX 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO 1x2 P.T. FURRING STRIPS 1x2 P.T. FURRING 5TR' P • � 1�" O.C. L�K, W/ �°x9° ANCHOR BOLT W! 1� O.C. 2" WASHER SET IN 51MP50N 8" CMU "" SECURE 2x(o PT. PLATE TO S" CMU : S CMU ;� ' HIGH STRENGTH EPDXY 7 1/2" GYP. WL. SD. �l 1G. W! x9 ANCHOR 50LT W/ 1/2 GYP. WL. SD_ "" �� SL � M . MIN. � 32 OG MAX. 1/2 GYP. WL. SD. 2" WASHER SET IN SIMPSON E EsED WOOD EASE WOOD SASE WOOD }SASE H IGH STRENGTH EPDXY -1 � f_ EME3ED. M IN. s 32" OC MAX. d xi THICK, 3 COAT �° : Na" THICK, 3 COAT a m A PORTLAND CEMENT p 4 a PORTLAND CEMENT PL,45TER APPLIED e PLASTER APPLIED C d ' E . dd * a DIRECTLY TO • D IRECTL�' TO 4 + - MASONRY MASONRY 1 -STORY GABLE 1- STORY 1- STORY GABLE W/ VAULT C LG BLOCK WALL BLOCK WALL BLOCK WALL g___,5CALE: 3!4 ° =1' _O" SCALE: 3/4"=V-0` SCALE: 3/4"" =1 -O 2x4: ® 2X4: CM 2X4: Co SECURE TO BLOCK W/ 3X6" SECURE TO BLOCK W/ IN TAPCONS OR DRIVE PSECURE TO BLOCK IN TAPCON5 OR DRIVE PIN TAPCON5 IN.SHA OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SWANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE . .14 MIN. HEAD SIZE 300 MIN. HEAD SIZE -400 MIN. EMBEDMENT 1 0 MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4') WITHIN S' OF EACH I ENp WITHIN a" OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN MAX SPACING. 1S" O.C. MAX SPACING. IS` O.G. MAX SPACING. S" CMU 2Xk�: ® 2Xk" ® SEGUR®O BLOCK W/1-1/4" NOTE: STRUCTURAL 2X MUST " DRYWALL SECURE TO BLOCK W/2-%' BE STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -3/f6` F1 BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN BE ON OUT5IDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH NON-STRUCTURAL I'X4' OR 1'X2" P.T. NAILER (MIN. SHANK SIZE .I45 (MIN. SHANK 51ZE .145 ,(b' TAPCON MIN. 1-Y4" THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED 1x4 P.T. OR /4'X4" MIN. SECURE MIN. HF -AD SIZE .300 3.66' TAPCON MIN. 1-Y4' MIN. HEAD SIZE .300 THROUGH NON-STRUCTURAL MIN. HEAP SIZE 3@®+ EMBEDMENT INTO BLOCK. THRU FRAME 4 EXTEND 1 Y4' MIN. EMBEDMENT 1 Yd') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4') 3if6" TAPCON MIN. 1 Y4" MIN. EMBEDMENT 1 Y4 ) " " INTO BLOCK W/ 3/(6' TAPCONS WITHIN S" OF EACH END 4 WITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN S' OF EACH END 4 a' CMU 7/16 0.5.13. OR GDX OR DRIVE PIN a CMU 15" O.C. MAX SPACING. 1S O.G. MAX SPACING. ' 18 O.C. MAX SPACING. 8' CMU Yt DRYWALL " DRYWALL 2X8: (MIN. SHANK SIZE .14�v 2X5: ® )i' DRYWALL � 1'X4" OR 1"X2" P.T. NAILER TYVEK BUILD INC WRAP MIN. HEAD 51ZE 300 2Xa: ® 1'X4" OR 1"Xa` P.T. NAILER W/2-3/(6' SECURE TO BLOCK W/1-1/4 SECURE TO BLOCK W/a-%, ,! SECURE TO BLOCK WFN 1'X4` OR I"X2' P.T. NAILER TAPCON5 OR DRIVE PIN ��," O.S.B. X 4' MIN. MIN. EMBEDMENT 1-Y4 TAPCONS OR DRIVE PIN 116 0.3$. X 4" MIN. TAPCONS OR DRIVE FIN FORTIF15ER el_DCS PAPER F11 WITHIN a' OF EACH END 4 IS' (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK 5IZE .145 DOOR CASING O.C. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAP SIZE 300 �_ MIN. HEAD 312E 300 C ,4LV'D 1"ITL. � Ti -i MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW i'IfN. EMBEDMENT 1 Yq"J DOOR JAMB OR WINDOW DOOR CASING MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4 J ATTACH TU 2X PER ATTACH TO 2X PER DOOR JAMB OR WINDOW WITHIN S" OF EACH END 4 ATTACH TO 2X PER WITHIN S" OF EACH END 4 WITHIN S' OF EACH END 4 -1/S" TEXTURED ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. 15" O.C. MAX SPACING. MANUFACTURES DETAILS. 15' O.C. MAX SPACING. MANUFACTURES DETAILS. FINISH 's WOOD MANUFACTURES DETAILS. 5 NOTE: SHIM A8 NEEDED t0 PLUMB JAMB (DO NOT EXCEED Ya') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB CPO NOT EXCEED Y4") WOOD /g TO /g �� MID WAL L ION 3 4 OR +5 4 DOOR JAMB TO BLOCK +1-15/16" DOOR JAMB TO BLOCK +3" DOOR JAMB TO OBLOCK +3-7/16" cONSTRUGT WEEP 50REED DOOR JAMB TO BLOCK + / / �° WINDOW TO BL ` WINDOW TO BLOCK +3 4 OR +5 4 WINDOW TO BLOCK +1-15/16" WINDOW TO BLOCK +3 - Z G[ A SCALE: I'=1'-(I�" SCALE: 1"=1'-@' SCALE: I"=I'-0' 4, N 2X4: CEO J . ... 2X4: ® 2x4: CO 2x4: " s " SECURE TO BLOCK W/ 3/fi, SECURE TO BLOCK W/ 3�6" TSAPGONS OR DRIVE PIN S CMl.1 SECURE TO BLOCK W/ /W6 TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. SHANK SIZE 00 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 lSnTEXTURED (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 J MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X MUST WITHIN a' OF EACH END 4 FINISH 'D MA50N'zY MIN. EMBEDMENT 1,49 WITHIN S" OF EACH ENp 4 WITHIN 8 OF EACH END 4 BE ON OUTSIDE 4 SECURED WITHIN S OF EACH END 4 18" O.C. MAX SPACING. la' O.C. MAX SPACING. [/,—L— 15, O.G. MAX SPACING. 1S" O.C. MAX SPACING. THROUGH NON-STRUCTURAL 2X6: 3 2Xh: ® %' TAPCON MIN. I -Y4' 2Xda: CEKI 2X4a: ® �W/2-3/(&' SECURE t0 BLOCK W/1-1/4 SECURE TO BLOCK W/2 -n6' NOTE: STRUCTURAL 2X MUST SECURE t0 BLOCK EMBEDMENT INTO BLOCK. TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-%' SECURE OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCON5 OR DRIVE PIN S" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED TARCONTAPCON5 OR DRIVE PIN F1 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK 512E .145F1 MIN. HEAD 312E 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300F1 MIN. HEAD SIZE 300 '�" DRYWALL MIN. HEAD 512E .30@ 3iW6" TAPGQN MIN. 1 y4` MIN. EMBEDMENT 1 Y4'1 3,f6' TAPGON MIN. 1 Y4° EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 V) 1`X4' OR 1'X2" P.T. NAILER WEEP SCREED MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT I Y4') WITHIN S' OF EACH END 4 WITHIN S OF EACH END � EMBEDMENT INTO BLOCK. WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4 a" CMU IS" O.G. MAX SPACING. OOD TO18 O.G. MAX SPACING. IS O.C. MAX SPACING. 2ND C 'SECURE TO S' CMU DETAIL � W � IS O.C. MAX SPACING. y� DRYWALL STRUCTURAL MEMBER W/(2)12d 8` GMU 2XS: ® 1'X4" OR I'X2' P.T. NAILER 2X8= ® 3 WITHIN S' OF EACH END 4 (o` 2X8: ®' DRYWALL 2X8: ® ' DRYWALL " SECURE TO BLOCK W/a- �i6 SECURE TO BLOCK W/1-1/4' SECURE TO BLOCK W/2-3�W6 TO 8 O.G. MAX TAPCONSOR PRIM= PIN 1"X4" OR 1`X2" P.T. NAILER BLOCK �-�g LO C K CONNECTION O TAT N C T I O TAPCO TO BLOCK W/2-�(� 1'X4" OR 1'X2' P.T. NAILER TAPCON5 OR DRIVE PIN 1' P.T. X 4 MIN. TAPCON5 SHA K DRIVE PIN (MIN. $HANK VZE .145 1' P.T. X 4' MIN. J� JC1 1�1 JL V TAPGONS OR DRIVE PIN (MIN. SHANK SIZE .145 —DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. HEAP SIZE .3@0 DOOR CASING SCALE: 1 1/2"=V-011 MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW " MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Ya J MIN. EMBEDMENT 1 Yd') ATTACH TO 2X PER ATTACH TO 2X PER WITHIN S' OF EACH END 4 Doan JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' 01= EACH END 4 MANUFACTURES DETAILS. IS" O.C. MAX SPACING. ATTACH TO 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. 15" O.C. MAX SPACING. IS, O.C. MAX SPACING. 18 O.G. MAX $PAGING. MANUFACTURES DETAILS. UM JAMB (DO NOT EXCEED Y4') NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM A3 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM "A5 NEEDED TO PLUMB DOOR JAMB TO BLOCK +3 3/4" DOOR JAMB TO BLOCK +1-1/" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3 0 BLOCK +1-1 2 WINDOW TO BLOCK +2 1/4" WINDOW TO BLOCK +3" WINDOW TO BLOCK +3 3 4" WINDOW T "- SCALE: 1"=1'-0' H SCALE; V -V-0' SCALE: I'=1' -m' SCALE: 1 -1 -0 n A R C H I T E C T S /Design I r0uInc. 441 N. RONALD REAGANBLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngrou p.com AA #: 0003325 SU193DIv. & LOT: TUSCA PLACE NORTH LOT #12 PROJECT# 02108.008 MODEL: „2408" GARAGE SWING: LEFT PAGE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITECT, STATE OF FLORIDA APR 16 012. TW DAME CA ELL A NO 12079 PRI T DATE: 04/10/12 SCALE: SHEET D 3 OP2 �a z w � 0 Lu n o t4 cl � z z z Qi Lu ti G N SU193DIv. & LOT: TUSCA PLACE NORTH LOT #12 PROJECT# 02108.008 MODEL: „2408" GARAGE SWING: LEFT PAGE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITECT, STATE OF FLORIDA APR 16 012. TW DAME CA ELL A NO 12079 PRI T DATE: 04/10/12 SCALE: SHEET D 3 OP2 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OvER :1iS FELT PAPER ON OVER 1115 FELT PAPER ON 2x4 BLOCKING BETWEEN O.S Via. SHE,4t�-IfNC OR 2" 111(0" O.S.S. 5HEATHING Off; �II TRUSSES AT FIRST TWO 5A"rS CDX PLYWOOD SECURED CDX PLYWOOD SECURED � -0 O.C. CAT SHEATHING PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS) FRE -ENG TRU55 MTL. DRIP EDGE PRE -ENG GABLE TRUSS MTL, DRIP EDGE SEE ENERGY CODE FORMS 2x4 SUB -SAND CONT. 2x4 RAT RUN SECURED 2x4 5U - ANP FOR INSULATION R -VALUES. ALUM. SOFFIT W/ (2)126'& s EACH TRUSS VENTED ALUM. 9" GYPSUM BOARD OR 2" .5TIFFBACK AT ALL SOFFIT HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" BOARD HIGH (SEE SEALED ENCS. DOUBLE TOP PLATE TWIST STRAP VERIFY W/ FOR SIZE 4 CONDITION) WINDOW HEADER SIZE TRUSS PLAN SECURE 2x4 PLATE TO SEE ENERGY CODE FORMS. YAR'lES PEiR WINDOW 3FOR INSULATION R -VALUES. WALL W/ 11 x�II THRU-BOLTS OPENING SEE HEADER 32" O.G. MAX THEN SPAN CHART FOR X11 GYPSUM BOARD OR 111 DETAILS SECURE GABLE TO 2x4 HIGH STRENGTH CLCD. Lei I� 0.5.8. SHEATHING OR 211 WINDOW ATTACHMENT AS PLATE W1 1201'5 S" O.G. MARX BOARD CDX PLYWOOD. PER MANUFACTURES ATTACHED PER NAILING SPEC IFIGATIONS SECURE GABLE TO DBL DOUBLE TOP PLATE SCHEDULE ON SHEET D5.TOP PLATE W/ SIMPSON -1/S11 THICK, 3 COAT WINDOW SILL HTC4 @ 24" O.C. MAX 2x STUDS @ I(o" O.C. MAX W/ WINDOOW HEADER SIZE PORTLAND GEMENT WINDOW ATTACHMENT AS PLASTER OVER R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER EXPANDED GAL ER OPENING SEE HEADER SPAN SPECIFICATIONS METAL LATH ON T G SUSFLOOR GLUED CHART FOR DETAILS WINDOW SILL FORTIFIBER JUMSOTEX AND NAILED AS PER 0.5.50 SHEATHING OR I11 GRADE 11D11 PAPER OVER NAILING SCHEDULE 6 2 2x STUDS a 16" O.C. MAX W/ CDX PLYWOOD. TYvEK BUILDING WRAP ATTACHED PER NAILING R-11 SAtT. INSUL. MIN. f (REFER TO STUCCO SCHEDULE ON SHEET D5 " t 4 G 5U5FLOOR GLUED 5PEC5 FOR COMPLETE 1/5" THICK, 3 COAT AND NAILED AS PER INFORMATION) PORTLAND GEMENT PLASTER NAILING SCHEDULE NOTE: SHEATHING MUST OVER EXPANDED GALV'D NOT STREAK 11-011 MIN. PRE -ENG FLOOR TRU55 METAL LATH ON FOIRTIFISER FROM 2ND FLR LINE (INSTALL PER MFG. SPECS.) JUMBOTEX GRADE "D" PAPER 2x4 CONT. a TOP AND °:' II GYPSUM SOAiRD OR 111 OVER TYVEK k U(LDING WRAP 2 (REFER TO STUCCO SPECS -'" ST. OF FLR TRUSS (TOP HIGH STRENGTH CLG. FOR COMPLETE INFORMATION) 2x4 SUPPORTS 5T °'a. BOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRUSS PLATE OF 2ND FLR, BT. GONG. FILLED LINTEL SLK NOT BREAK 1'-0" MIN. (INSTALL PER MFG. SPECS.) 2x4 IS FOR WALL W/ (I) #5 RE5AR CONTINUOUS FROM 2ND FLR LINE a: � �" GYPSUM BOARD OR 211 SHEATHING NAILER)2x4 CONT. TOP AND HIGH STRENGTH CLG. R-4,1 BATT. INSUL. BOARD WEEP SCREED ST. OF FLR TRUSS (TOP ° (SEE DETAIL 2A) PRECAST LINTEL 2x4 SUPPORTS ST WINDOW ATTACHMENT A5 PLATE OF 2ND FLR, ST. CON( FILLED LINTEL BLK # EMBED. STRAP VERIFY PER MANUFACTURES 2x4 15 FOR WALL W/ (i) 5 REBAR CONTINUOUS W/ TRU55 PLAN SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL 5/8" THICK, 3 GOAT PRECAST SILL WINDOW ATTACHMENT AS PORTLAND CEMENT (1) 05 REBAR VERTICALLY WEEP SCREED PER MANUFACTURER PLASTER APPLIED W/ GONG. POUR CELL (SEE DETAIL 2A) DIRECTLY t0 SPECIFICATIONS MASONRY ° 1x2 P.T. FURRING STRIPS PRECAST SILL " O.C. EMBED. STRAP VERIFY 2—STORY 1a (1) 5 REBAfR VERTICALLY W/ TRUSS PLAN rL 511 CMU _�-- W/ CONC. POUR CELL FIRST FLOOR : � II Na" THICK, 3 COAT 1/2 GYP. WL. BD. ' �:. Ix2 P.T. FURRING STRIPS BLOCK SECOND — WOOD BASE PORTLAND CEMENT O.C. O O R FRAME PL,45DIRECTLL APPLIEDTER TO " CMU FL S.� 1 SCALE: 3/4"=1'-0" MASONRY 1/2" GYP. WL. BD. 2—STORY GABLE W WOOD 5,45E �. FIRST FLOORLl p ° BLOCK SECOND . FLO1A OR FRAME d SCALE. 3/4"-1'—/7111 d ° d• I2 O.S.S. SHEATHING OR 211 CDX 2x STUDS 'a 16" O.C. MAX W/ PLYWOOD. ATTACHED PE1R IR -11 1=3ATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS m) 1�" O.G. MAX W/ 1/1611 D.S.B. OR 2" CDX DS R-11 BATT. f NSUL. MIN. TYVE< SU ILD ING WRAF " T 4 G SUSFLOOR GLUED i/5" THICK, 3 GOAT PORTLAND T 4 G SUBFLDDR GLUED FORTIFIBER AND NAILED AS PER CEMENT PLASTER OVER AND NAILED AS PER BLDG PAPER NAILING SCHEDULE EXPANDED GALVD METAL LATH NAILING SCHEDULE G,4Lv'D MTL. LATH ON FORTIF15ER JUM50TEX GRADE `D` PAPER OVER TYVEK "1/S" TEXTURED BUILDING WRAP (REFER TO FINISH 10 WOOD STUCCO SPECS FOR COMPLETE WOOD �/a" TO r%a" MID WALL INFORMATION) CONSTRUCTION WEEP SCREED 2x4 CONT. a)TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND NG FLOOR TRUSS FRE -ENG FLOOR TRU55 FLR ST. 2x4 15 FOR WALL PRE - E 811 CMU 51MP5ON HETA-16 EMBED. SHEATHING NAILER) :a 811 GYPSUM BOARD OR 211 STRAP ' 32" O.C. MAX VERIFY WEEP SCREED HIGH STRENGTH CLG. a/S" TEXTURED W/ TRUSS PLAN (SEE DETAIL 2A) 50ARD FINISH M,46ONR,r' EMBED. 5TRAP VERIFY CONG. FILLED LINTEL SLK " GYPSUM BOARD OR 211 W/ TRUSS PLAN W/ (1) S RESAR CONTINUOUS HIGH STRENGTH CLG. BOARD 5/a" THICK, 3 GOAT PORTLAND CEMENT PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY FLOOR CONNECTIQN AT PARALLEL/ DETAIL � �O Q D TO PERPENDICULAR PRE—ENG FLOOR TRUSS BLOCK CONNECTION 11=11-011 SCALE= 1 11/2"=V-0" A R C H IT EC T —Ag!!Z; orGro— - Inc. 1441 N. RONALD REAGAN B LONGWOOD, FL 32750 PH: 407-774=6078 FAX: 407-774-4078 www.abdesigngroup.con AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL: 2498" GARAGE SWING: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA APR 1? w AN ELL w AR O 120 9 PRIN DATZ, 04/10/12 SCALE: w � o w � p � Cl zZ z n z z w c 6l � SUBDIV. & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL: 2498" GARAGE SWING: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA APR 1? JAMES AN ELL AR O 120 9 PRIN DATZ, 04/10/12 SCALE: 1/4"=1'-0" SHEET D4 OF2 3 *NOTE: NAIL SHEATHING TO ALL 2>< A5 FER E><T. 5HEATHING NAILING, ad 4" O.C. I-1AX EDGE5 4 (o"-8" O.C. M,4X IN THE FIELD PRECAST HEADER(MIN)�,[l, 2 X 4 (MIN 2 X 3)1-311b TAPCON "~- - DBL. TOP PLATE SECURE 2 X RIP TO FIT OR DRIVE PIN (MIN SHANK SIZE.145 D$L. TOP PLATE W/2 -12d8 6"-S' O.G. MAX, MIN HEAD SIZE 300 2X4 149' O.C. MAX. 1/8" TEXTURIED FINISH MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18'�� 7/16' 053 SHEATHING O.G. MAX. MIN 1-1/4' EMBEDMENT� 2 X 4 16' O.G. MAX. 2 X 6 (MIN 2 X 3) 2-3116 TAPCON�i (WHEN OVER 16' IN HIEGHT.) OR DRIVE PIN (MIN SHANK SIZE.1451u SECURE 2x4 W/ 2-�if�,' 2 X 4 (WHEN OVER ib` IN HIEGHTJ MIN HEAD SIZE 300 fl T TAPCONS OR DRIVE PIN 1/4' TEMPERED MASONITE MIN EMBEDMENT 1 1/4') (MIN. SHANK SIZE .145 MIN. i GLUE 4 NAIL W/8d'5 S"-12' O.G. 8' FROM EACH END AND 18' HEAD SIZE 300 MIN. O.G. MAX. MIN 1-1/4' EMBEDMENT EMBEDMENT 1 Y4' W/IN 6' IF NEEDED. 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON EA. END NOT TO EXCEED 5T. PLAT 2 X SOLID 5LK'G 0 ARCH OR DRIVE PIN (MIN SHANK 51ZE.145 15' O.C. MAX SECURE W/2-126 EACH END MIN HEAD SIZE 300 2X4 SOLID BLOCKING MIN EMBEDMENT 11/4") SECURE TO SHEATHING W/ ATTACHMENT PER S" FROM EACH END AND IS" MIN. 2-12d PER 5LK. EA. END MANUFACTURER'S SPECS. O.G. MAX. MIN 1-1/4' EMBEDMENT '1/16' OSB 514EATHING 1/2' PLYWOOD V//MTL WDW FRAME CMU WALL 2x4 SOLID OR 7/16' OS.5. *NOTE: NO GAP 's WDW FRAME BLOCKING SECURE TO SHEATHING WITH t0 EXCEED I/4" ARCHWAY DETAIL MIN. 2-12d PER SLK. EXTERIOR ARCHWAY ARCHWAY DETAIL 1 16" AND UNDER EA. END WITH WINDOWA 5CACUTAWAY SCALE: i/2"-1'-tO" SCALE; 1/2"-1'-0" LE: 1/2'=1'-0" 2 X 4 (MIN 2 X 3) 1-3116 TAPCON PRECAST HEADER(MIN) OR DRIVE PIN (MIN SHANK SIZE.145 i ()i� 2 X 4 (MIN 2 X 3) I-3116 TAPCON MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK 5IZE.145 8' FROM EACH END AND 18' EXISTING k9LK APV. MIN HEAD SIZE 300 O.G. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') 1/4 TEXTURED FINISH DBL. TOP PLATE 8' FROM EACH END AND 18' 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON i/5" TEXTURED FINISH 2X4 I6" O.G. MAX. O.G. MAX. MIN 1-1/4' EMBEDMENT OR DRIVE PIN (MIN SHANK 51ZE.145 SECURE 2X4 TO 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON MIN HEAD SIZE 300 1/16' 055 SHEATHING WOOD W/2-126 0 6'-S' OR DRIVE PIN (MIN SHANK 5IZE.145� O.G. STAGGERED MIN EMBEDMENT 1 1/4') 2 X 4 16" O.C. MAX. Ir MIN HEAD SIZE 300 S' FROM EACH END AND I8' MIN EMBEDMENT 1 1/4") O.C_ MAX. MIN 1-1/4' EMBEDMENT (WHEN OVER 16' IN HEIGHT.) 8' FROM EACH ENP AND 15' 2 X 4 (WHEN OVER 16' TAPCONS OR DRRIVEIVE SECURE 2X4 WI/O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X S (MIN 2 X 3) 2-3/16 TAPCON 16' IN HEIGHT.) PIN (MIN. SHANK SIZE 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 .145 MIN. HEAD SIZE OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD 51ZE 300 2 X SOLID 5LK'G ARCH 300 MIN. MIN HEAD 51ZE 300 1/16" 095 SHEATHINGMIN EMBEDMENT 1 1/4") SECURE W/2 -12d EACH END EMBEDMENT I Y4" W/IN IIII MIN EMi3EDMENT 1 1/4'1 2X4 16" O.G. MAX. 8' FROM EACH END AND 15" ATTACHMENT PER S EA. END NOT TO)e ARGHWAY " MANUFACTURER'S SPECS. EXCEED 18' O.C. 8 FROM EACH END AND IS (WHEN OVER 16' IN HEIGHT.) O.G. MAX. MIN 1-1/4 EMBEDMENT MTL WDW FRAME MAX O.C. MAX. MIN 1- 1/4' EMBEDMENT 2X4 SOLID BLOCKING *NOTE: NO GAP m WDW FRAME 2x4 SOLID BT• PLATE 1/4' TEMPERED MA50NITE SECURE TO SHEATHING WJ GLUE 4 NAIL W/5d'5 S'-12' P.G. tQ EXCEED 114' 5LOCKING SECURE 1/2' PLYWOOD MIN. 2-12d PER BLK. EA. END IF NEEDED. TO SHEATHING WITH OR -1/16" 0.5.5. MIN. 2-12d PER BLK. EA. END ARCIWAY DETAIL ARCHWAY DETAIL 3 EXTERIOR ARCHWAY q�16AND UP CUTAWAY _ SCALE: I/2"= I'-0" 1� X6' O.S.5. OR 12' PLYWOOD SHEATHING �2 *15 BLDG. FELT V 24' WIDE 26 GA. GALVANIZED METAL FLASHING MUST ADD D1910, 36" WIDE AND AND MUST BE A MIN 24" WIDE METAL. O FIBERGLASS SHINGLES PR -FAB TRU55 1/2' GLG. BOARD 4 TEXT. SIMPSON 5P4J 2X4 DBL. TOP PLATE 6 EVERY 1/2' DRYWALL OTHER STUD 2X4 WOOD 8TUD5 ,016' O.C., U.N.O. ON TRUSS PLAN 2X4 CONT. STRESS r5LOCKING MID -WALL 2X4 Pt. PLATE SIMPSON 5P4 m 32' O.G. MAX 1/2'X9" A.B. 32' O.G. 1' EMBEDMENT GONC.5LA15 2 05's CONT. 1 -STORY INT. BEARING WALL SCALE: 112'-V-0" NOTE. FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. /,CLOSED VALLEY FLASHING DETAIL N.T.5. PRE -ENG TRU55 DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x 5TUD5 ID 16" O.G. MAX J' T 4 G SU15PLOOR GLUED AND NAILED AS PER NAILING SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 Q 32" O.C. MAX PRE -ENG FLOOR TRU55 DOUBLE TOP PLATE 2x CONTINOU5 STRESS BLOCKING MID WALL 2x STUDS m 16" O.G. MAX 1/2" GYP. WL. 5D. SECURE 5T. PLATE TO SLAB W/ �'x3' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY I' EMBED. MIN. SIMP50N 5P4 6 32' O.C. MAX INT. 2 -STORY L.B.W. SCALE: 1/2"=V-0' ASPHALT SHINGLES OVER 0 15 FELT ON x/16' 0.5.8. PRE -ENG TRUSSES OR PRE -ENG GABLE TRU65 CONY. FRAMED RAFTERS 5PF STIFF5ACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 4'-0" O.C. (AT SHEATHING 5EAM6) AT J' O.6B. SHEATHING OR 4'—' COX PLYWOOD SECURED PER NAILING SCHEDULE 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 126 NAILS OR MIN. (4) loci GUN NAILS 1x6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1x8 NAILER SECURE t0 TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS a EA. TRUSS' RAFTER TO TRU55 MT5-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENG TRUSSES - PRE -ENG. TRUSS ALTERNATE CONNECTION META -24 RAFTER TO BLK'G BETWEEN TRU58ES 1 CONY. FRAMED ROOF SCALE: 1/2 1'-0" 0'-0' TO 30'-0' (1) 'X' BRACE 30'-I" t0 60'-0' (3) 'X' BRACE (I 'X' BRACE -S CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER 0 15 FELT ON '1/16' O.S.B. (2) 2X4 02 SYP DIAGONAIL BRACE -� W/ 3-126 a EA TRUSS ( DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS J AT SHEATHING SEAMS (2) 106 NAILS EA END TO TRUSS °..SPF 5TIFFBACK. (SEE 5EALD ENG. PACK FOR SIZE 4 CONNECTION) 1116" OSB SHEATHING USE 8d NAILS At 4" O.G. EDGE 4 6" c.c. FIELD 2X4 W/ 3/8' X 5 LAG OB2' O.C. MAX. OR 51MP5ON MSTA-24 0 32' O.C. MAX. , SHEATHING NAILING TO CSE 6'-8' O.G. IN FIELD 4' O.C.GALL EDGES W/5d NAILS 2- SCALE: 1/2"=1'-0' FINISH Q LANDING 3/4" PLYWOOD F.F. COMMOM TRU55 24' c.c. 1/2' GLG. BOARD NAIL CONT. RAT RUN TO TRU56 W/ (2) 12d 0 EA. TRUSS 2X4 SYP RAT ADJACENT t0 DIAGONAL 15RACE. DBL TOP PLATE 2X4 STUD 16" O.C. MAX. a� l 1 3/4" PLYWOOD WITH LANDING DETAIL 412-D COMMONS NAILED THRU 3/4 I=fNISI-4 � L,4NpfNC� F'LYUJOOD INTO 3/4" PLYWOOD F.F. 1 EACH STRINGER ,7 3-2x12 SYF STRINGER ' DPL 2X12 REINFORCED W/2X4 5FF FLOOR JOIST UJ/CONT. DEAD OF SUP -FLOOR ADHESIVE FL -400 OR SIMILAR EA HORIZONTAL RUN 5ECURE TREADS TO STRINGER W/(3)05 3" 5CREW5 e EA STRINGER, UNTHREADED SHANK TO EXTEND PEYOND THICKNESS OF SUP -FLOOR SHEATHING NOTE STAIRS RISERS TO CONFORM TO FPC 2010 2R+IT=24"-25" 3/1(!p" M,4X. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/S" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR GROSS SECTION DIA. TO PE 13/411 +-1/4" OR FROVIDE EaUIVALENT GRA5F,45IL ITV WINDERS- MIN. (2" WIDE Q NARROW END MIN. II" WIDTH �D 12" FROM NARROW END 34" MIN. HANDRAIL IL HGT. 12" M 1115 UPLIFT SIMPSOM HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL 0 1900 UPLIFT (2) 51MPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRU55 AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2' APART 1 TRUSS ANCHOR RETROFIT N.T.S. 3(11 MIN. FINISH WINDER DETAIL 2X12 TREAD CUT TO FIT ---1Xe RISER 10" LE55 THAN 4" TYF. PETWEEN SPINDLES (3) 1001 CUT NAILS e 2X4 F.T. 5LEEPER INTO SLAP NAND RAIL DRYWALL 1X10 TRIM-' -1" N06ING TYF. 0 STAIR SECTION DETAILS 5CALE, 3/4"=V-0" A R C H I T E C T S 1.441 N. KUNALU KCIAUTAN OLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 ti L CONT. 2x4 SPF RAT RUN ' SECURED W/ (2) 12d's a EACH TRUSS 2x4 BLOCKING UNDER (2) 2x4 112 S.Y.P. DIAGONAL BRACE W/ (3) WALL 5TUD6 SCURE 12d's 0 EACH TRU55 (DIAGONAL BETWEEN TRUSS BAYS WJ X -BRACING t0 COVER 5-TRU55E5 (3) 12d's EACH END �' GYPSUM BOARD OR 2x DOUPLE TOP PLATE HIGH STRENGTH GLG. STUPE -s 16' D.C. NQS E. 50ARD MT5-12 a EVER STUD DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE a ANY SPAN 15'-0" OR GRATER REFER TO 2X4 BT. PLATE TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRU56 REINFORCEMENT. 0'-0' TO 30'-0' (1) X -BRACE w 30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE 0 CENTER AND (2) DORMER BRACE DIVIDED EQUALY FROM CENTER TO END 8 ATTACHMENT SCALE: 1/2"=1'-0' GABLE X -BRACING SCALE: 1/2"=1'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 126 NAILS OR MIN. (4) loci GUN NAILS 1x6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1x8 NAILER SECURE t0 TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS a EA. TRUSS' RAFTER TO TRU55 MT5-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENG TRUSSES - PRE -ENG. TRUSS ALTERNATE CONNECTION META -24 RAFTER TO BLK'G BETWEEN TRU58ES 1 CONY. FRAMED ROOF SCALE: 1/2 1'-0" 0'-0' TO 30'-0' (1) 'X' BRACE 30'-I" t0 60'-0' (3) 'X' BRACE (I 'X' BRACE -S CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER 0 15 FELT ON '1/16' O.S.B. (2) 2X4 02 SYP DIAGONAIL BRACE -� W/ 3-126 a EA TRUSS ( DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS J AT SHEATHING SEAMS (2) 106 NAILS EA END TO TRUSS °..SPF 5TIFFBACK. (SEE 5EALD ENG. PACK FOR SIZE 4 CONNECTION) 1116" OSB SHEATHING USE 8d NAILS At 4" O.G. EDGE 4 6" c.c. FIELD 2X4 W/ 3/8' X 5 LAG OB2' O.C. MAX. OR 51MP5ON MSTA-24 0 32' O.C. MAX. , SHEATHING NAILING TO CSE 6'-8' O.G. IN FIELD 4' O.C.GALL EDGES W/5d NAILS 2- SCALE: 1/2"=1'-0' FINISH Q LANDING 3/4" PLYWOOD F.F. COMMOM TRU55 24' c.c. 1/2' GLG. BOARD NAIL CONT. RAT RUN TO TRU56 W/ (2) 12d 0 EA. TRUSS 2X4 SYP RAT ADJACENT t0 DIAGONAL 15RACE. DBL TOP PLATE 2X4 STUD 16" O.C. MAX. a� l 1 3/4" PLYWOOD WITH LANDING DETAIL 412-D COMMONS NAILED THRU 3/4 I=fNISI-4 � L,4NpfNC� F'LYUJOOD INTO 3/4" PLYWOOD F.F. 1 EACH STRINGER ,7 3-2x12 SYF STRINGER ' DPL 2X12 REINFORCED W/2X4 5FF FLOOR JOIST UJ/CONT. DEAD OF SUP -FLOOR ADHESIVE FL -400 OR SIMILAR EA HORIZONTAL RUN 5ECURE TREADS TO STRINGER W/(3)05 3" 5CREW5 e EA STRINGER, UNTHREADED SHANK TO EXTEND PEYOND THICKNESS OF SUP -FLOOR SHEATHING NOTE STAIRS RISERS TO CONFORM TO FPC 2010 2R+IT=24"-25" 3/1(!p" M,4X. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/S" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR GROSS SECTION DIA. TO PE 13/411 +-1/4" OR FROVIDE EaUIVALENT GRA5F,45IL ITV WINDERS- MIN. (2" WIDE Q NARROW END MIN. II" WIDTH �D 12" FROM NARROW END 34" MIN. HANDRAIL IL HGT. 12" M 1115 UPLIFT SIMPSOM HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL 0 1900 UPLIFT (2) 51MPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRU55 AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2' APART 1 TRUSS ANCHOR RETROFIT N.T.S. 3(11 MIN. FINISH WINDER DETAIL 2X12 TREAD CUT TO FIT ---1Xe RISER 10" LE55 THAN 4" TYF. PETWEEN SPINDLES (3) 1001 CUT NAILS e 2X4 F.T. 5LEEPER INTO SLAP NAND RAIL DRYWALL 1X10 TRIM-' -1" N06ING TYF. 0 STAIR SECTION DETAILS 5CALE, 3/4"=V-0" A R C H I T E C T S 1.441 N. KUNALU KCIAUTAN OLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 ti tz T w w 111 0 Q Nly- Z 6- W o z Z Izl.l h (P N A � � SUBDIV. & LOT: TUSCA PLACE NORTH LOT #12 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT ]PAGE: misc. DETAILS ARCHITECT- STATE OF FLORIDA LL . __._. DATE: 04/10/12 SCALL; 1/4"=1'-0" SHEET D OF2 3 4"x4" SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE NOTE APPROVED BUILDING WRAP WRAP MATERIAL) OVER APPROVED HOUSE WRAP. SHALL BE LAPPED A MINIMUM OF FLASHING TO EXTEND ONTO PIPE .' :: `..... a VERTICAL LAPS (ROLL ::: '.. ... ENDS) 4 6' m HORIZONTAL LAPS. 1' OR LESS PIPE &'x&' SELF -ADHERING MEMBRANE A BEAMS NEED TO BE TTILAT44. BACKING SHALL BE LAPPED NOT LL PENETRATION FLASHING (COMPATIBLE W/ HOUSE ONE-PIECE VERTICAL "M" WITH #=ORTIBER SHEATHINGLESS THAN 2 ON WALLS, THE WRAP MATERIAL) OVER 4'x4' TYPE CONTROL JOINT BACKING SHALL BE LAPPED SO ATTACHED TO WIRE LATH �- -- / WATER WILL FLOW TO THE SELF-ADa-IER(NC� MEMBRANE ". ' FLASHING OVER APPROVED W/WIRE TIE. WIRE TIE LATH r -� EXTERIOR. BACKING SHALL NOt `\ BE PLACED BETWEEN PLASTER HOUSE WRAP. FLA5HING TO EXTEND ONTO PIPE TO OUTSIDE OF THICK, 3 COAT CEMENT BASE (LATH)AND FLANGES OF APPLIANCE FLANGE W/IS PLASTER / GAUGE WIRE 0 1' O.G. / ACCESSORIES. METAL LATH t0 WRB LAYER *2, FORTIFIBER METAL FLANGE CONTACT SHALL BUILDING PAPER / 1` MIN, LAP METAL, 11 BE REQUIRED TO ENSURE THAT LATH SHALL NOT RE METAL LATH FLANGES ARE MECHANICALLY CUT AND OVERLAP ONE SIDE OF CONTINUOUS THROUGH X X f LOCKED TOGETHER. PER ASTM CUT AND OVERLAP ONE SIDE OF B L CONTROL JOINTS BUT WRAYER "'1, X SELI=-ADHERING MEMBRANE SHALL BE STOPPED STUCCO WRAP X X — FLASHING SELF -ADHERING MEMBRANE AND TIED AT EACH �j X FLASHING SIDE. PER A5TM G1063 WOOD SHEATHING I STEf= 02 7.10.1.4 METAL LATH �� WR13 LAYER 01, WRB LAYER 01, PLASTER 3 COAT CEMENT STUCCO WRAP STUCCO WRAP WRB LAYER 02, FORTIFIBER METAL LATH G PAPER 41 6' MIN PAPER LAP BELOWQ+ ONLY WRLAYER 02, FORTIFI5ER I T I T�L�ATH WR(U LAYER 02, FORTIFI ER� I BUILDING PAPER 6"xfa" SELF -ADHERING MEMBRANE BUILDING PAPER FLASHING OVER 4'x4" k TO k" \ _ f - I STTURLAYER CCO WRAP GAP MIN 5ELF-ADHERING MEMBRANE 3` MIN 3` MIN. Y INSTALL FASTENERS (CLIPS, FLASHING OVEIe APPROVED / STRAPS, 5TAPLES) A5 HOUSE WRAP. WHERE METAL PLASTER BASE WOOD SHEATHING REQUIRED t0 SECURE I FLASHING TO EXTEND ONTO PIPE \ / WITH BACKING 15 USED, THE PIPE/ WIRE TO FRAMING VERTICAL AND HORIZONTAL LAP 4'x4' SELF -ADHERING MEMBRANE FLASHING R APPROVED JOINTS SHALL BE BACKING ON o HOUSEWRAP. BACKING AND METAL ON METAL. FLASHING TO EXTEND ONTO PIPE \ / PER ASTM C10631.63 1' MIN LATH LAP4' ALL LAP R I . ' 3/s' CONT. BEAD OF SEALANT APER LAP INSTALL APPROVED HOU8EWRAP AIR INFILTRATION 5ARRIER OVER SCALE: 1 1I2 I'-0" "�': SHEATHING .:,. ELASTOMERIC COATING OVER STUCCO/ I C.V. FINISH (SEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL SECTION PER FBC Exterior lathing and plastering WOOD STUDS Exterior use of Portland cement plaster a ONE VERTICAL—PIECE .N comply with the application "M" TYPE CONTROL JOINT SHEATHING �� requirements of ASTMC926-11A. 1 : r Installation of exterior lathing and framing RU I LD INC shall comply with ASTM C 1063-11A. �� PAPER (-LAP MIN. k STUCCO 3 LAP 0 LATH LAP a PAPER s� r I. FOLD INWARD A PT. A 2 I. FOLD INWARD PT. A f :TfRATION DETAL �o 0 2. CREASE PT. 15 � KIC KUT HORIZONTAL LATH �FraL� & PAPER DETAIL DETAIL FOLD 45 n WOOD 5HEATHING w: WR5 L,4)ER 1'1, STUGGO WR,4i= I.� :. I. FOLD INWARD PT. A `'` u PTTGALD INWARD ,. 4 COAT GEMENT 2. CREASE a PT. 15 q j 2. GREASE A PT. 15 PL,45TE Imo. 3. CREASE a PT. C 3. CREASE e PT. C 4. FOLD PT_ c OVER PT. r`"'1 E T r4L LATH 15 TILL PT. G TOUCHES I `' x~: I50TTOM FLANGE END 0 LAP WRIT 4 TAPE OVER L ECT ROOF/WALL SCREED ;n lle% z e)"X511 "Ll' T'T'i=E GONTINUOU5 , TUCCO WRAF) Oil 6OttOM FOLfa �, GALv. METAL FL,45HING FLANGE WATER TIGHT z (NAIL_ TO ROOF DECX, NOT SEAL. FOLP, WR — � R 2 C 0 RT C F f R NOT CUT. LL E4 CAF' 5HINGLE Do NOT NAI INSTALL WITH ROOF Cr=MF—NT J" THICK, 3 COAT CEMENT PLASTER T A L LATH X X X X WRB LAYER 02, FORTIF15ER �15UILDING PAPER .ti�. WRB LAYER 01, ��gg II llid STUCCO WRAP ROOF CEMENT CCO LAP LAYERS OF 5UILPING WRAF' 5HINGLE ROOFING OVER NAILING FLANGE, STOP I d3• r WR15 APPROX. I V AMOVE �:� SHINGLES \WOOED 5�4EAT�41Nr_--i F xCASING MEAD 1 5x5 WALL FLASHING r KICK -OUT FLASHING (SEE �a \ &ELF — A� f f NG i = DETAIL) cj \ FELT UNDERLAYMENT WATER TIGHT SEAL (BEND OR y SOLDER, 00 NOT CUT) /f �0 NOTE: INSTALL KICKOUT 9 9 9 9 SHINGLE ROOFING �1� FLASHING AT 150TTOM OF ROOF 4 � F L A � = I G WALL INTERSECTIONS DRIP EDGE. OVERLAP 2', & G /� L E' 1/2`=1'-0" /2 u_ 1 I_ 0 u EXTEND Y4 IBELOW f -'e I SHEATHING, MECHANICALLY FASCIA WRAP 000 FASTEN 12' OG. MAX. A R CH ITEC -TS 'd00'z"_.j I ,uroup Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 E~, U.1 f— t� W Q � lr d � z < 0 z z z h � � q � � 0 6� svBa=V. & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL - "2498" GA t&GE SWING: LEFT PACE: WALL ASSEMBLY DETAILS AROHITEOT: STATE OF FLORIDA Apr1 JAMES ANTWELL AR 012079 Irl pv" p= • 04/10/12 SCALE: 1/4"=V-01) :SHEET WAI olrr::�3 STUCCO INSTALL (o" SELF -ADHERING FINISH MEMBRANE FLA5HING OVER (o" SELF ADHESIVE IX' TOP, SIpE(S) AND BOTTOM.; G,4�3LE -END TRUSS FLANGES OF NON-MOVABLE OVER TOP SIDES I;: I•, WOOD SHEATHING FRAME OF THE EXHAUST. I. U1R5 LAYER *1, SEQUENCE OF FLASHING TO BE: SELF WOOD SHEATHING 1, BOTTOM, 2. SIDES. 3. TOP FLASHING 5TUCC0 u1RAP I•.•. :. UNIT` WR5 LAVER *1, _WR5 LAYER 02, FORTIFIBER X• VENT GAP IS TO BE SET IN BED WOOD BUILDING PAPERSTUCCO WRAP CONSTRUCTION METAL LATH OF SEALANT AT TOP AND ' l.. 51DE5 ONLY. SEALANT 15 TO BE Pi�EM,4NUF. DR1�ER I* 1 TOOLED SO A5 TO DEFLECT YENT CSP C�aET IN - -tib" TEXTURED UJATER AUJAY FROM JOINTS. CONT. SEALANT) " WR5 LAYER *2, FORTIF15E�' j,; FINISH � WOOD }�. E -Z BEAD ALL AROUND I' 8 CMU VENT -APPLY SEALANT ALL E31JILDTNG RARER I ye" TO V MID -WALL I 1-'--X JOINTS AND INTERSECTIONS j �WEEP 5CREED APPLY SEALANT AT PERIMETEK OF SEALANTI'f 4,; Q z0 BACKER ROD I NON-MOVABLE FRAME AND STUCCO TOP 4 SIDES I g" THICK, 3 GOAT GEMENT ON ALL 6IDE5, y4" CAULKING e JOINTq PLASTER , ...+� ..•. ALL AROUND YE ��I T BLOCK) K n n — M WIDE STRIP SELF ADI-4E51VE FLASHING, CLEAN DRRPER FBC Exterior lathing and plastering � /g TO /S MID WALL MASONRY BEFORE APPLYING Exterior use of pordand cement plaster I ` WEER SCREED , T I E BACKER ROD shall comply with the application I. TO METAL LATH W/18 TEXTURED p y pP FINISH MASONRY I requirements of ASTM C 926-11 A. i I CiPA, WIRE 0 1" O.C. I. �° SELF-AD1-IESIVE � HORIZONTAL WEEP SCREED �CInstallation of exterior lathing and framing �U ILD TNG PAPER I' FL5HINC OVER FLA5HWOOD FRAMED shall comply with ASTM C 1063-11 A. (FRAME TO BLOCK) "QUICG wR8 LAYER #t, WALL STUCCO WRAP I I-400DED VENT " E N D THICK, 3 COAT CEMENT — — HORIZONTAL WEEP SCREED LE G PI -ASTER PIPE THROUGH / � A METAL LATH WALL (FRAME TO FRAME) WRB LAYER *2, FORTIFIBER t DRA IN,4GE P�L,�NE (UJR5 BUILDING PAPER \ �], STUCCO WRAP) I.UOOD SHEATHING — WR5 LA`s ER #2 (FORTIFI#SER --- A DRYER ATE ]STT (FRAME) "QUICK FLASH` u►LD INCA PAPER) GA5<ET ( INSTALL PER MANUF. SPECS-) MT,L LATH X X X X all BUILDING PAPER STUCCO .... A..:.; a...:: UNDER "QUICK FLASH, WR5 LAYER *1, Will - CUT OPENING IN STUCCO WRAP FOOD SATING APPROVED HOUSEWRAP FOR BOX INSTALLATION STENT PENETRATION CUT "X INTO ��-F�AD�I�51�� FLASHING; WRB LATER *1, SELF -ADHERING SCALE: N.T.5. :...:: STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD .S1-IE,4TI-IINC MEMBRANE FLASHING j OVER BOX AND OVER APPROVED WR5 LAYER *1 &TEF #I &TEF '*2- APPROVED HOU5EWRAP WR5 LAYER 01, BELOW STUCCO WRAP 1 ELEG. METER FIELD VERIFY LOCATION CUT SUCH THAT APPLY ioO MIN SELF -ADHERING ELEG. METER FIELD NO MEMBRANE GRADE "D" FELT MEMBRANE FLASHING VERIFY LOCATION ENTERS BOX, OVER V7 1APPLY STUCCO SCRATG�4 GOAT APPLE TO F,4cE SELF -ADHERING EDGE FLASHING OVER AND ONE (I) LAYER OF PAINT APRoVED PRIOR G TO INSTALLING ELE. HousEWRAP METER WR5 LATER 02, FORTIFIf3ER GAVITY TO 5E FILLED BUILDING PAPER t\ WITH RIGID POLYMERIC & TSTEF�4 I50CYANOTE-FOLY5LEND FOAM ("GREAT STUFF" OR SIMILAR AREA TO RECEIVE APPL1i A SILICON - E!_ASTOMERIc STUCCO SCRAT C�-4 GOAT 5,45E SEALANT AT POINT STDucc©i c�.V� NISH 4 1 COAT OF PAINT W/54C<- THAT ELEG_ DIRE PENETRATES APPLY E -Z BEAD (SEE TYPICAL WALL ROLL PRIOR TO OVER (oO MIN • ° • ° • ° ° SECTION) ELEG. METER INSTALLATION GRADE D •O p. ::; ° 8 0 ° METAL LATH FELT-PROVIDE p . . p •O SEALANT AT ALL O . • O ° ° JOINTS ANF-)• ° O O ° INTERSECTIONS . p • ° O p p O PROVIIDE 5TUGGO SCRATCH COAT LARGER THAN THE ELEG. METER CAN OR METER GAN COM50 OR METER CAN AND D I&CONNECT 5 T E P*'5- T E f= ELECTRICAL, CONDUIT 8A.L RECEPTACLE PEI�TETRA"TI0 ]� � ELECTRICAL A R C H IT E C TS -Mdoow *4 ro a p©ne. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LiOT: TUSCA PLACE NORTH LOT #12 PROJECT# 02108.008 MODEL - "2408" GJAMAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT;. -. STATE OF FLORIDA JAMES ANTWELL AR 12079 FRIM DATE: 04/10/12 yy�a r„ SCALE: 1/4"=1"-0" S IREET WA2 vJ 31 uu w W !a o LU a til z z z q U ct) 111 � N A N SUBDIV. & LiOT: TUSCA PLACE NORTH LOT #12 PROJECT# 02108.008 MODEL - "2408" GJAMAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT;. -. STATE OF FLORIDA JAMES ANTWELL AR 12079 FRIM DATE: 04/10/12 SCALE: 1/4"=1"-0" S IREET WA2 Ogg 31 —COLUMN SHEATHING LhGEND T W ATH ESfSTIE E ER V R 3" X 3' 26 GA. GALv. i I r `= BARRIER *I WOOD SHEATHING FINISH LATER C2 LAYER METAL DRIP EDGE WEATHER RESISTIVE PEEL 4 STICK) �_-- SET IN FULL SED OF 5ARRIER 112 AMA FLANE �l�l &" PEEL SEALANT, M1N. / — II y MODIFIED 90 I, STUCCO WRAP)/ 1 SPACE FROM DMP ' ; WOOD WRM LAYER *I, EDGE TO RIP \� FACE TO TREX CONSTRUCTION STUCCO WRAP DECK WfR5 LA"'r"' # 2 «O T f F - l HAT CHANNEL WRI5 LAYER 02, FORTIF15ER W/ /S TYPE X DRYWALL t BUILDING PAPER Y4" CHAP FOR SACKER -- ; j \, X X X X I I ROD E SEALANT I Y2"X1 3/4" P.T. OR SIMULATED � 'METAL. LATH WOOD (TREX) FILLER, s: 1 I X2'x3" "L' FLASHING WOOF-) SHEATHING' THICK, 3 COAT CEMENT CONTINUOUS r VINYL CASING BEAD Y¢' GAP FOR SACKER �.� FULLY EMBEDDED ,. WATER PROOFING let y�� :< - /! WEATHER RESISTIVE ROD SEALANT ..,, IN ROOF CEMENT WEATHER RESISTIVE STUCCO I WR13 LAYER *I, % PLASTER r BARRIER 1 � ! I':.'; / \ BARRIER I STUCCO WRAP � LAYER (2 LAYER PEEL � � k; �,:; � SLICK) WRAPPED FROM ! VINYL CASING BEAD —' WEATHER RE515TIvE I.:h \ WEATHER RESISTIVE g" THICK, 3 COAT CEMENTY BALCONY DECK t0—CQMPON"bPULLED ! BARRIER 02 �� I%F;. �� 1=3AR�?fER #2 PLASTER / CANTILEVER ' ! \ APART FOR CLARITY � AM(v6 WFWC-180 CUSTOM CASING BEAD WATER PROOFING 1st 1 1«+ / {� (o" PEEL B STICK 6 LAYER (2 LAYER PEEL 4— EXTERIOR COLUMN a DECK MEMBRANE, •YGGMPCHENT8 PULLEa \ / .•; ~` WR5 LAYER *1, DRIP EDGE TO DECK 11 ESTICK) "�ARrroRCLA�irr \ COLUMN SHEATHING &ELF— ADHE51 VE FL=A& I IN EXTEND OVER DRIP fi� a STUCCO WRAP SU5 FLOOR _ EDGE I<': ^: ®� 3' X 3" 2(v GA. GALV. ,MODIFIED g0 WRB LAYER *2, FORTIF15ER METAL DRIP EDGE I X2'x3' 'L' FLASHING BUILDING PAPER — — — — — — — — — — — _ '5ET IN FULL BED OF " FULLY EMBEDDED IN — _ I SUS FLOOR / _ # ROOF CEMENT I, i ®® , 1 Y2"X3/s�. 1 ' P.T. OR SSEALANT, V MIN. GABLE END TRUSSIMULATED -► SPACE FROM DRIP FACE To TREX WOOD (TREX) FILLER, / ! I Y2" X 3" 2(o GA. GALV. CONTINUOUS I �� I ----------- — METAL DRIP EDGE 't ,+.• ;;;' .:,.<'•., f,,.',, ::'- t: s..,>. I VINYL CASING BEAD SET IN FULL BED OF I ' WEATHER RESISTIVE 4 n s•:;.'. Y¢n GAP FOR BACK ERY2'5<1 n # �" SELF -ADHERE ING 1 Ya P.T. OR SIMULATED I BARRIER 1 4. ROD SEALANT I WATER PROOFING let WOOD CTREX) FILLER, SEALANT, f� MIN. WR5 LAYER *I, = II FLASHING WRAPPED I LAYER (2 LAYER PEEL SPACE FROM DRIP 3/4 RESILIENT I WEATHER RESISTIVE CORNER. OF CANTILEvER FINISH LAYER C2 LAYER CONTINUOUS I • STICK) WRAPPED FROM /FACE TO TREX HAT CHANNEL BARRIER 01 STUCCO WRAP yg PEEL 4 STICK) i I / 3/�4 RESILIENT I � BALCONY DECK TO /� GAP FOR BACKER � -- vINYL CASING BEAD MIN. � Il I ` : ROD 4 SEALANT AMICo AM(o(o-WFWC-780 %$ AMICO ,4M(2(v-WFWC-150 HAT CHANNEL CANTILEVER I WATER PROOFING let VINYL CASING BEAD IE CUSTOM CASING BEAD \,��' CUSTOM CASING BEAD VINYL CASINGeEAp I" THICK, 3 COAT CEMENT FINISH LAYER l2 LAYER LAYER (2 LAYER PEEL r S" THICK, 3 COAT CEMENT i (W/OPT. WEEPS) PLASTER PEEL STICK) I 1 PLASTER DO NOT CAULK OR METAL LATH I k STICK) WRAPPED FROM SEAL GAP _ 3/�F RESILIENT - ' 1 HAT CHANNEL I BALCONY DECK TO 5/8" TYPE 'X" DRYWALL I�; METAL LATH 5/S" TYPE "X" DRYWALL I WOOD SH,4THINCa CANTILEVER W/TEXTURED PAINTED I WEATHER RESISTIVE VINYL CASING BEAD I FINISH I3' WOOD SHEATHING W/TEXTURED 4 PAINTED * I" THICK, 3 COAT CEMENT FINISH BARRIER 1 I PLASTERI' (2) 2x12 HEADER : WEATHER RESISTIVE THICK, 3 GOAT CEMENT 1—HOUR CASING �" 3 GOAT GEMENT BARRIER 1 $/S" TYPE "X" DRYWALL I METAL LATH PLASTER I s THICK, VINYL SOLID WIDE -FLANGE PLASTER W/TEXTURED 4 PAINTED I ' i 1 ®A BEAD DTL. (:) CANT.CASING BEAD WOOD SHEATHING VINYL SOLID WIDE -FLANGE VINYL CORNER BEAD DO NOT CAULK OR FINISH sw r. VINYL CORNER 1_3EAD I;`; CASING DEAD SCALE: I I/2"=1'-0" VINYL SOLID WIDE -FLANGE - , VINYL CASING DEAD SEAL GAP THICK, 3 COAT CEMENT PLASTER CASING BEAD DO NOT CAULK OR VINYL CASING F EAD DO NOT CAULK OR 1—HOUR BALCONY DRIP VINYL CoRNER3EAD SEAL GAP SEAL GAP 11A EDGE INSTALLATION VINYL CASING 5EAr 1—HOUR DRIP EDGE 1—HOUR BALCONY DRIP 11C INSTALLATION Ca) GABLE 11B EDGE INSTALLATION @) COLUMN SCALE: NTS WOOD SHEATHING 2x FRAMING MEM5ER — CMU WR5 LAYER *1 — �K 'T�4ICK,, 3 COAT CEMENT 6TucCD WRAP PLASTER :: WOOD &HEATHING WR5 LAYER 412, FORTIF15ER 5U ILD ING PAPER _ 2 1/2 - I I WR5 LAVER #1, CORNER 5EAD Cai'.NER BEAD I STUCCO WRAP 2 1/2 " y.. (FASTENER 4 SPACING -I" a.C.) 1�IETAL LATH EA5TENED TO 5NEAT�N INC I I e 11, O.C. MAX. cv a T�- ICK, 3 CDAT CEMENT c .j I ;Y WR5 LAYER *12, FOR PLASTER 5U ILD INCA PAPER "5EL.E-ADHERING '; I METAL LATH "": FLA5HINC . w UJ A'V'ER #1 1� `r l (EXPLODED�� T+� f CK., 3 COAT GEMENT STUCCO IaJRAP :;:�: 1 f ��,l 'VIEW oR I ='CASTER CLARITY).L:..:. fN THICK,, 3 COAT CEMENT WOOF,)5�IEAT�I-I G PLA5TER APPLIED .', METAL LATH DIRECTL% TO MA50NR)" WINDOW FLANGE WR5 LA,T ER *2, FORTIF15ER WRS'L YER *1, 51JILD INCA PAPER sTucc yd WRAP WR5 LAYkR *2, FORT10' ER 15U ILD ING P4PER CORNER BEAD BLOC][ . 4CfNER BEAD FRAME 148 1 A 1'IETAL LATS -4 I j l J" THICK, 3 COAT CE EDIT PLASTER \, _ ' a &"5ELE-ADI4ERINC FL,45HING DRIP CAP r WINDOW FLANGE 1CASING BEAD WINDOW BND (FRAME, NO BA a R C H ITEC Ts 4Design Groupine. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0008325 Svsa�ty. � zoT: TUSCA PLACE NORTH LOT #12 PROJECT# 02108.008 �►aor��L: "2498" GARAGE SWING: LEFT PACE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA Zell JA S CANTWELL NO 12079 PR NT D ; 04/10/12 SCAR: 1/4"=1'-p" :SHEET WA3 OPS w Uu 0 � d 0 w �U q to (P Q Svsa�ty. � zoT: TUSCA PLACE NORTH LOT #12 PROJECT# 02108.008 �►aor��L: "2498" GARAGE SWING: LEFT PACE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA Zell JA S CANTWELL NO 12079 PR NT D ; 04/10/12 SCAR: 1/4"=1'-p" :SHEET WA3 OPS WOOD SHEATHING " THICK, 3 COAT CEMENT Y¢' G,4P TYP PLASTER '� S" THICK, 3 COST CEMENT C 45ING 5F -AE) :1h + TO TRIM METAL LATH PLASTER WR5 LAYER *1, 1X TRIM 1" (EMBER SEALANT STUCCO WRAP - 5TUCGO TO METAL Lr4T�-I UJOOD�-IE�`�41NC SIDING TRANSITION UJRS LAYER 02, FORTIFII:3ER >� BUILDING PAPER WR5 LAYER *12, FORTIF15ER :F 51D fNG BUILDING PAPER WOOD SHEATHING . I e .° a :e .a4•: a. •. asyftll-5UILDINC u�RS L,4YER # .• I5TUCGO WR,4E' WINIDOW FRAME METAL LATH -I I # I .,�� # WRB LAYER' 2, FORTIF1�3EiRWR5 LAYER 2, FORTIFIBER _._BUILDING PAPER'THICK, 3 GOAL CEMEL,4YER *I, WRB LAYER #1, PLASTER :'• I `FAFER STuccn IliR�P � MET,4L LATH (W/3/6" FLEX15LE PVC 5AC;KER TROD) FL,ASNING �: _ CASING BEAD — — — -,— ��CEXPLODED 8 T�I1CK, 3 CO,4T CEMENT 6" SELF -AD HERE INC VINYAL ANGLED VIEW FOR PLA&TER CASING BEAD I 4yti`. CLARITY)L,ASI-IfNC OR FEEL STICK ][ D I N G TO STUCCO WRB LAYER, STuccO WRAP, WRAPPED AROUND FRAI-IING x';141 MEMBER 1 DRIP GAP �, CASING BEAD �� -- (0" SELF ADHESIVE FLASHING RB LAYER *1, „:-:�" �'' (CROSS SECTION) W WINDOW FLANGE 5TUCGO WR P A �� WOOD SHEATHINGSHEATHINGC� r A , `+4 • ''. 2X FR,AI"IING VINYAL ANGLED MEMBER CASING BEAD DETAIL BELOW EXPLODED / I \ WOOD CONSTRUCTION W'�8 LAYER 02, FORTH=IBER I FOR CLARITY WOOD 5UILRING PAPER WEATHER RESISTIVE � i a.; BARRIER *I�-- METAL LATH °., ' I 1 WEATHER RESISTIVE /,� I 1 IfTHICK, 3 GOAT GEMENT c'; .ii�XRI Y4' LAP SIDING i ' \ �' SELF -ADHERING PLA'�TER' "'':"' " I j /' f FLASHING �" SELF -ADHERING I d WEATHER RESISTIVE 1/4" GAP TYP TI-�IGK, 3 GOAT CEMENT "SELF -ADI -(FIRING .* / FLASHING i BARRIER I CASING BEAD PLASTER STARTER STRIP , WEATHER gISTfV SEALANT TO WINDOW METAL LATH A. \ :. "';• ; ' I I \ h' SELF -ADHERING DO NOT CAULK OR \ /f FLASHING SEAL OPENING DRIP GAP _ r b J GALV'D METAL WRB LAYER 02, FORTIFIBER '~ GALVD METAL ` `J 'Z" FLASHING WINDOW FLANGE "z" FLASHING DO NOT CAULK OR BUILDING PAPER FRAME Y¢" X 6" SIMULATED SEAL OPENING WIN WOOD TRIM MEMBER ` a WOOD SI-IE,4T1-I INCA CASING BEAD Ca) WINDOWStucco CASING Q BEAD 1 X SIMULATED 4. p • . •4 °4F7A1Ey �BAND) WOOD TRIM MEMBER ' + ., 'a• ' $ :° .:. .14 . ° SEAL GAP W/CAULKING OR APPROvED SEALANT STUCCO CASING BEAD WRB LAYER #1, SIDING TO STUCCO 5TUGG0 WRAP @) BLOCK TO FRAME TRA.N�ITIUN WOOD 5�4E,4T4NG (0" WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE MET,4L L,4TH F --z BEAD VINYL CA51NG 2X FRAM INC (W/3/s" FLEX 15LE PVC BACKER' TROD) MEMBER *,APPLY FULL BED OF SEALANT BETWEEN WRB L,4YER #I, WOOD &HEATHING STUCCO UJ�.,4F=' BFLANGE 4 5UILIDINC.� WRAP UILDING Y #2 FORTIFIBER WRAP-- -�`� UJR'B L A E R WOOD CONSTRUCTION 6' SELF- ADHERING F,4FE BEYOND IR I LAG WOOD SHEATHING ------ �uI I I.�GGO WRP i -i I GK 3 GOAT CEMENT I WEATHER RE613TIVE lr' i I WEATHER RESISTIVE � T BARRIER *I � % BARRIER *1 t0 LAP \ h' MIN. ABOVE TOPWEATHER RESISTIVE BARRIER 2FL'45` F Z FLASHINGE Z E73EAD W CASING ' I I20I I I 1%h REvAL P SIDING 1 ! j i :.° � +� � , � � � ! WEATHER RESISTIVE BARRIER 01 fc" 5ELF-ADH1^R1NCa z , WEATHER RESISTIvE II I I FLASHING VINYL ANGLED \/ BARRIER 02 CASING BEAD STARTER STRfP TAILAT� GALv'D METAL 'Z" FLASHING VINYL G,45fNG3E4D DO NOT CAULK OR " SEAL OPENING /" DO NOT CAULK OR TH I GK 3 GOAT GEMENT SEAL OPENINGS L E CT EN D -' (EXPLODED % GALv'D METAL \ WEATHER RESISTIVE 11 I JL �` g: "Z" FLASHING BARRIER *1 TO LAP VIEW FOR PLASTER 49' MIN. ABOVE TOP - 1 Yd" X ro' SIMULATED OF "z" FLASHING D RA IN A GE PL ANE ( URB WOOD TRIM MEMBER E-aBF-AD VINYL CASING )1,X ELAYER #, STUCCO UR,4P) V ' TRIM MEMBR CW/� FLEXIBLE PVCGL IrY) I' BACKER ROD) , I_ , _,. , �. _ &° SELF -ADHERING W��, LAYER *2 CFO1c:T IF f SER' (ol6ELF-ADHERING i r FLASHING FLASHING iUILDINC PAPER) Ya" THICK 3 COAT '� ,� i SEAL GAP W/CAULKING GEMENT fi`'LASTER OR APPROVED SEALANT WEATHER RESISTIVE =�=.� WEATHER RESISTIVE 1�1ETAL L,4Ti—I X X X X BARRIER *1 BARRIER "1 %` �j WEATHER RESISTIVE (W/ BEAD 15LvINL CASING STUGGO CASING B E � � R 1� ��Lu�1 CW/3/s' FLEXfBLE PVC �•.'.�.�� BARRIER BACKER ROD) E-3AND FTSIDING TO STUCCO WEATHER RESISTIVE WOOD 6HEATHING(FR�OAME) BARRIER *2 'I C� FRAME TO FRAME _ — — — — 5G,4LE: 1 1/2" =1I -O TRANSITION SELF-ADHESIVE FL,46HING 19 A R C H I T E C T S .441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 STJBDIV. 8e LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL - "2408 GARAGE SWING: LEFT PAGE: STALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA DAT: 04/10/12 SCALE: 1/4)$=11-0" SHEET w WA4 Og 3 V� 0 w uj d E-1 C) d LLl a z z O q c!) LLI STJBDIV. 8e LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL - "2408 GARAGE SWING: LEFT PAGE: STALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA DAT: 04/10/12 SCALE: 1/4)$=11-0" SHEET WA4 Og 3 CUT HOUSEWRAP AT 45° ANGLE MODIFIED "I" CU1 IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOL OVER SHEATHIN WD STUD WALL INSTALL (o" SELF-ADHIE FLASHING C NAILING FL, JAMBS EXTEND FL 1" BELOW 5 FLEX15LE I DO NOT SE FIN F� 1 Jl it A 1 _u _ =MP ORARILY QLD -UP 4 SEC �)USEWRAP (0' SCK FLAP UND HEAD FOLD HOUSEW N AT JAMLS 4 SLOPE SILL R K—) �11 � ,ISTALL fes" 7ELF-ADHI= LASHING C :GATED Al 4EAD FLA -0 WITH END I -TAILING FL, EXTEND SELF-AD"E LASHING I 3EYOND Jr :LASHING N5TALL ME :AP v1 _tt_ 11 - Jt_ r'.md �J j II A 11 II ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI - FLASHING AT THE FOLD DOWN DIAGC ACRO, WINDO +PPLY 3%- NOM. :ONTINUOUS 5EAD 7F SEALANT AT AMBS AND HEAD or APPLY TO BACK OF 11NDOW NAILING LANGE IN LINE W/ 'RE: -PUNCHED TOLES OR SLOTS. IDE ADHESIVE - XIBLE FLA514ING ,SER DRIP CAP CTO -WRAP EQUIV) WINDOW FLASHINcX' INSTALLATION DETAILS (12-111 F U L L Wl[_-_N'l A P 5 AL : NT5 S T E -IF) 4 STEP 4�t INSTALL WINDOW PLUMB, LEvEL AND SQUARE PE MANUFACTURER° WRITTEN INSTRUCTIONS APPLY MEMIBRANE �>� FLASHING i� OVER JOINT NOT : 1. IT 15 THE CONTACTORS RESPONSISILTY TO VERIFY THE COMPATSILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 8 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING. SEALANTS MAY REACT ADVERSELY IF NOT COMPATIDLE. NOTE CLEAN ,4ND 5E,4L J,41-15 TO SILL JOINTS WITH DOW 1159 FOLLOWING COMI=LETION OF EXTERIOR IRETROFIT WORK, NOTE: REP,41R SCHEME SHOWN SHALL BE IMI='LEMENTED 4T ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OP=ENING NOTE: SEAL INTERIOR I`'ERIMETER OF WINDOW WITH SEALANT A R C H IT E C TS Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i~ W UU w �- Cl � q O cp LGI h � c � m dl STJBDIV. 8e LOT: TUSCA PLACE NORTH LOT #12 PROJECT# 02108.008 MODEL - "2498" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING ARCHITECT: STATE OF FLORIDA APR 1 , V [jg�Aft 04/10/12 s 1/4"=l' -O" SHEET WA5Ogg �