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2409 Vineyard Cir 12-2239 (a)13 1175,o FOR: ww,rw. arrqrbu'fr'7tun, uu"trb CBC1252212 5850 T. Q. LEE BLVD. SUITE 600 ORLANDO, FL. 32822 Tsl: (407) 850-5200 Fax= (407) 850-5300 STATE OF FLORIDA DESIGN CRITERIA: . FLORIDA BUILDING CODE (FBC) 2010 RESIDENTIAL ABV. CERTIFIED BUILDING CONTRACTOR: • 2010 FLORIDA FIRE PREVENTION CODE ADJ. DATE • NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION ALT. D.R. HORTON HOMES • ALL LOCAL AND STATE CODES BD.P 5850 T.G. LEE BLVD. SUITE 600 cL CAB. ORLANDO, FL, 32822 LUMINOUS CLG. CLR. TEL: (407) 850-5200 2011 D15COVERY REVISIONS COMPLETED CONC. M.C. MFR. • OCCUPANCY — RESIDENTIAL, GROUP R3 c" FAX: (407) 850-5300 CONSTRUCTION TYPE — VB D. 04/lEa01 • MIN. INTERIOR FINISH — CLASS B DBL. D.G. MIN. M.T. • BASIC WIND SPEED — Vult=140 MPH DIA. O!VOI3/11 Vasd.=108 MPH DIM. DISP. MTD. MTL. • 1—STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER DP. STATE OF FLORIDA NELLI MECHANIC,4L PLAN LOCAL AND STATE CODES DTL. PROFESSIONAL ARCHITECT: D.W. EA. SPECIFIC PARAMETERS FROM FBC 2010 CH. 3 NOT TO SCALE ON CENTER USED FOR DESIGN INCLUDE: ELEV. JAMES CANTWELL • CONCRETE MASONRY RESIDENTIAL EQ. AR NO. 12079 • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. ,4D[)Ep ACCU-5FAN TRUSS ENGINEERING AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-10 F.G./FX. F.G. A.B. DESIGN GROUP, INC. FIN. FLR. [rr ('v ti7Q.F 1T. CALI✓. tiS l 1441 NORTH RONALD REAGAN BLVD. DUAL GLAZED DIAMETER FLUOR. FR. DR. PAIR PRESSURE TREATED LONGWOOD, FLORIDA 32750 L I V INCA 1153 5Q. FT. FTG. Tel: (407) 774-6078 GARAGE 404 5Q, FT. GAR. DISP. Fax: (407) '774-40"78G.F.I. ENT�'.i" 35 5Q. FT. RISER RADIUS 1 LANAI W 5Q. FT. GL. GYP. BD. DEEP R.A.G. RETURN AIR GRILL DOOR DOWNSPOUT H.B. REFRIGERATOR ROOM TOTAL 2265 SQ.I=T. H.C. HDR. PLAN REVIEW OFT. GARAGE ala 5Q. FT. HOT. OR HT INSUL. DATE CHECKED BY: ROUGH OPENING SOLID CORE EXT DR 02/0c1 /12 INT. ABBREVIATIONS REVISIONS REV. DATE DESCRIPTION ABOVE LAV. LAVATORY AIR CONDITIONING LUM. LUMINOUS 1 03/1(o/11 2011 D15COVERY REVISIONS COMPLETED ADJUSTABLE ALTERNATE M.C. MFR. MEDICINE CABINET MANUFACTURER 04/lEa01 QUALITY CONTROL REDLINES AMPERAGE BOARD MIN. M.T. MINIMUM METAL THRESHOLD O!VOI3/11 CONTROL DATE CENTER LINE CABINET MTD. MTL. MOUNTED METAL 05/25/11 NELLI MECHANIC,4L PLAN w 0(0/01/11 AC)DED SOUTHERN TRU55 ENGINEERING CEILING CLEAR N.T.S. O.C. NOT TO SCALE ON CENTER w Q 0(ollb/11 5AU41R,455 5,4Y ELEVATIONS "D114"E" CONCRETE CARPET CERAMIC TILE PL P.B. PH. PROPERTY LINE PUSH BUTTON PHONE 06/17111 ,4D[)Ep ACCU-5FAN TRUSS ENGINEERING DRYER DOUBLE PLT. PLYWD. PLATE PLYWOOD 06126111 AppEp GGA TRU55 ENGINEERING ELEV. A,3 AND C DUAL GLAZED DIAMETER PR. P.T. PAIR PRESSURE TREATED 06126/11 ADDED fDRO5U1Lp TRU55 ENGINEERING ELEV. I',4II 08/08/11 ADDED PROEBUILD TRUSS ENGINEERING ELEV. "E34C" DIMENSION DISPOSAL R. RAD. RISER RADIUS 1 05/10/11 PRO51J ILD TRU55 EN(:� INEERING ELEV. 1T) 4E n DEEP R.A.G. RETURN AIR GRILL DOOR DOWNSPOUT REF. RM. REFRIGERATOR ROOM 12/01/11 STAND ARD IZED HVAC LAYOUT DETAIL DISHWASHER R.O. S.C. ROUGH OPENING SOLID CORE EXT DR 02/0c1 /12 ADPL IED LALL 455EM5Li' DETAIL TO PLANS EACH ELEVATION S.D. S.H. SMOKE DETECTOR SINGLE HUNG 03/15/12 1=5G 2010 UPDATE IBJ 21/06/12 REMOVE HVAC LAYOUT PER RYAN M. EQUAL EXHAUST SHT. SHTHG. SHEET SHEATHING EXTERIOR SHWR. SHOWER FIXED GLASS SIM. SIMILAR FUEL GAS SL. SLIDING FINISH SL. GL. SLIDING GLASS FLOOR STD. STANDARD FLUORESCENT SWS SHEAR WALL FRENCH DOOR SECTION FOOTING TEMP. TEMPERED GLASS GAUGE THK. THICK GARBAGE DISPOSAL T.O.C. TOP OF CURB GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GLASS TYP. TYPICAL GYPSUM BOARD U.N.O. UNLESS NOTED HOSE BIB OTHERWISE HOLLOW CORE V.P. VAPOR PROOF HEADER W. WASHER HEIGHT W/ WITH INSULATION WD. WOOD INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON 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 1C -WIND LOAD CALCULATIONS PG 2 -FLOOR PLAN PG 3B -FRONT & REAR ELEVATION "B" PG 413 -LEFT & RIGHT ELEVATION "B" PG 3B.1 -WALL ASSEMBLY ELEVATION "B" PG 513 -FRAMING PLAN ELEVATION B PG 6 -ELECTRICAL PLAN PG 7 -CABINET LAYOUT PG D1 -FOUNDATION DETAILS PG D2-MISC. DETAILS PG D3 -1 -STORY WALL SECTIONS PG D4-MISC. DETAILS PG D5-MISC. DETAILS PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS r A R C H I T E C T S Design Group,nc. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 IP SLTBDIV. & TAT: TUSCA PLACE SOUTH LOT 2036 ROJECT# 02108.004 MalDE1.- ,1756" GARAGE SiWI24G: RIGHT PAGE: COVER PAGE rARCHITECT ATE 4F FL4RIDA DAT 08/07/12 SCALE: 1/4"==V-0 03 SHEET c I or��- all rS z> 1 z w a A � O w Q tu Q u u- 0 � 0 m A IP SLTBDIV. & TAT: TUSCA PLACE SOUTH LOT 2036 ROJECT# 02108.004 MalDE1.- ,1756" GARAGE SiWI24G: RIGHT PAGE: COVER PAGE rARCHITECT ATE 4F FL4RIDA DAT 08/07/12 SCALE: 1/4"==V-0 03 SHEET c I or��- all rS z> 1 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. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 11. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS* I. *"MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 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, VASD=108 MPH II. EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±01.55 ENCLOSED BUILDINGS ±0.18 V. RISK CATEGORY II 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 FBG 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 FBG 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 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -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 '/z 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, AGI 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 C33-03, 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 530.1-081 ASCE 6-08, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO GELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, 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 3/ 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 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11/2" 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 -1-07) 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 WHEREIN 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 518" OSB EXPOSURE -1 OR 112" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" 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 U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPUC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH'/" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 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, %" 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 -C1063-06. 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. A R C N I T E C T S .1 N. RUNALU KtAUAN 13LVU LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 9U1131DIV. & LOT: TUSCA PLACE SOUTH LOT 2036 PROJECT# 02108.004 MODEL: "1756" GARAGE SWING: RIGHT PAGE: GENERAL NOTES ARCHITECT= STATE OF FLORIDA ` ylG12 PRINT DATE: 08/07//12 SCALME: 1/4)=11-0 3 SIHEET w � w 44 ua fL D Z3 � z U 0 A u - q n m 0 61 < Al I L 9U1131DIV. & LOT: TUSCA PLACE SOUTH LOT 2036 PROJECT# 02108.004 MODEL: "1756" GARAGE SWING: RIGHT PAGE: GENERAL NOTES ARCHITECT= STATE OF FLORIDA ` ylG12 PRINT DATE: 08/07//12 SCALME: 1/4)=11-0 3 SIHEET 24'X24"X12" CONC.. PAD W/3 - *5 1:3,485 E.W. ON CHAIR5 MIN. 3" COVER Sl -411 0 1 0 r 214o" 3' -lm' 2'-5" 8 G D 1 X71 -o 0 Jlro'-O° 201-011 Fu"'UNDATION PLANJ *ENTRY AND LANAI SLABS TO 15E POURED AT FINAL POUR WITH DRIVEWAY 24"X24"X12' CONC, PAD W/3 -*5 BARS E.W. ON CHAIRS MIN. 3" COVE'. ■ EXTEND ■ n SLAB 1 1/2 14" CONC.) 1 24"X24"X12" CONC. I PAD W/3-05 BARS " 0 I E.W. ON CHAIR5 MIN. 3' COVER I 1 _ n OPT. SLIDING GLASS J)" OOR SECURE STRAP TO CONC. W/ (2)-3/I6"X2' TAP -CONS CONC. SLAE UNIT 6IMP50N WB UNIROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 08x1 1/4 5HT MTL SCREWS 1. C CONNECTION 1 1'' III D"ETAIL NOTE AIG LINES F O`"1 AI �4AN1 :)LER UNIT TO GOND N50R TO 5E RAN IN ATTIC.. A R C H IT E C TS Grousign p Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.co m AA #: 0003325 0 0 0 0 CIA ■ i LAV. LAY. I X (a �I 4' CONC.) p1 W _ ' 0 I SLAB. (L `' ■ o' -O" ELEV. wCIAw — I `Y -r 1 -IN. CONC. SLAB \Q W , -- 1'-S' m 0 Z� y CkI 1O' -1 �D' S' - 4' 9' - 4" 2'-2" O I H.B. ■ 1� " i� �i 24 X24 X12 GONC. F p I PAD W/3-05 BARS ( I U 1 u E.W. ON CHAIR5 MIN. 3" Cov;=R _ _ _ U1 C_ a TUB W1 / U EXTENp I SLAB 11/2" - SHOWEP, h ■ q U 1 m I N I■ cn ' � 0 � 0 4' CONC., 1REIN1=. W/ (o'x(o" 010 WWM ON (o -MIL POLY ■ ETHYLENE VAPOR BARRIER ON ■ WELL -COMPACTED CLEAN I FILL TERMITE TREATEMENT I SHALL BE BORA-CARE A/C 14'-4" b 19'-9" O .4 I � I I■ ■ I I I OPT I �I L---jJ _ Fa X r ---I `'` I OPT I' 1 a7 I I LJLJL_J I ■ I SINK DW. ,� ii 3,1-411 I _ IV -411 WH, cp �N r AW ■ L: '`' 2 STEEL PIPE 1 `GOND/ , m 1/2" ,� - BOLLARD I . I L_ J -� O I 0'-V ELEV. I ■ ■ SIN. CONC. 5LAB D1 I p1 � 1�1 ' --i 1/2 i m 1 ■ ■ H.B. -o 0 Jlro'-O° 201-011 Fu"'UNDATION PLANJ *ENTRY AND LANAI SLABS TO 15E POURED AT FINAL POUR WITH DRIVEWAY 24"X24"X12' CONC, PAD W/3 -*5 BARS E.W. ON CHAIRS MIN. 3" COVE'. ■ EXTEND ■ n SLAB 1 1/2 14" CONC.) 1 24"X24"X12" CONC. I PAD W/3-05 BARS " 0 I E.W. ON CHAIR5 MIN. 3' COVER I 1 _ n OPT. SLIDING GLASS J)" OOR SECURE STRAP TO CONC. W/ (2)-3/I6"X2' TAP -CONS CONC. SLAE UNIT 6IMP50N WB UNIROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 08x1 1/4 5HT MTL SCREWS 1. C CONNECTION 1 1'' III D"ETAIL NOTE AIG LINES F O`"1 AI �4AN1 :)LER UNIT TO GOND N50R TO 5E RAN IN ATTIC.. A R C H IT E C TS Grousign p Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.co m AA #: 0003325 SVHDIV. & LOT: TUSCA PLACE SOUTH LOT 2038 FRO JEC T# 02108.004 MOIDEL: "1x758" GARAGE SWINGE: RIGHT PACE: FOUINDATIO PLAN ARCHITECT NATE OF FLORIDA 2012 08/07/12 SCALE: 1/4"=1'—O" SHEET OF� � W wCIAw O u a U q U N � � 0 SVHDIV. & LOT: TUSCA PLACE SOUTH LOT 2038 FRO JEC T# 02108.004 MOIDEL: "1x758" GARAGE SWINGE: RIGHT PACE: FOUINDATIO PLAN ARCHITECT NATE OF FLORIDA 2012 08/07/12 SCALE: 1/4"=1'—O" SHEET OF� roOrDesign Gou p i n�. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 eL�& e SueD=v, & LOT: TUSCA PLACE SOUTH LOT 2030 PROJECT# 02108.004 MODEL: "1758" GARAGE SWING: RIGHT PIDJEL ARCHITECT: STATE OF FLORIDA L13 0 Fez DATE: 0 8 0'7 12 .SC ALE: 1/4"=l'—O" SHEET I A 0P 4 7tPq 7 � W Q � Z U Q m U r'q q til c 1 F� eL�& e SueD=v, & LOT: TUSCA PLACE SOUTH LOT 2030 PROJECT# 02108.004 MODEL: "1758" GARAGE SWING: RIGHT PIDJEL ARCHITECT: STATE OF FLORIDA L13 0 Fez DATE: 0 8 0'7 12 .SC ALE: 1/4"=l'—O" SHEET I A 0P 4 SASE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U -LINTELS 8" PRECAST & PRESTRESSED U -LINTELS w.� L INTEL N©. LENGTH GRAVITY GRAVITY Ll LATERAL !IPE 8U8 8Fa- M12-0 16- m- 4-0 a- 32-0 19 8F8 -IB eF12-113 aplb-lp aP20-1 ef24-113?8-118 aF37-1O 2'-10"(34") PRECAST 2302 3166 4413 6039 1576 9004 10412 11936 3166 4413 6039 1526 9004 16+412 11936 3'-66' (42') PRECAST 2302 3139 33'11 4689 6001 1315 8630 9941 3166 4413 6039 1526 9004 10412 11936 4'-0'(4B9 PRECAST 2029 2325 2496 3461 4438 5410 6384 135-8 2646 4413 6039 1526 9004 10412 11936 *-b'(549 PRECAST 1881 1161 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 9004 10417 9668 5'-4' (64') PRECAST 1184 1223 1301 1809 2311 282b 3336 3846 1665 2889 5051 6096 5400 6424 1450 511-101(109 PRECAST e312 1000 1089 1414 1889 2304 2121 3131 1459 2464 4144 5458 4431 5280 6122 PRECAST c331 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 8995 6890 1'-6' (150')PRECAST 161 1029 1615 2385 1994 2439 2886 3333 1023 1615 2610 3839 5536 6613 50441 9'-4' (112') PRECAST 513 632 1049 1469 1210 1462 1154 2021 168 1212 1818 2544 3469 4030 312-1 1fA'-6`1126") PRECAST 4.56 482 am 1125 915 1122 1328 1535 658 1025 1514 2081 2114 3130 2404 11'-4" (1361) PRECAST 445 599 935 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 40414 12'-0"(144') PRECAST 414 545 864 1254 14089 2014 1510 INS 555 864 1254 1693 2211 2832 3590 IV -4'(160') PRECAST 362 421 126 1028 1331 1635 1224 141a 485 148 12116 1438 1855 2343 2920 14'-0'(l68') PRECAST 338 3al 648 919 IISO 1462 1081 1260 455 100 1003 1335 1114 2153 2666 PRE$TRES6EPNR N.R. 360 NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 15'-4' (i84') PRESTRESSEDNR N.R. 351 NR NR NR NR NR NR 420 69€1 1250 180+5 2310 2890 3410 11'-4' (2059 PRESTRESSEDNR N.R. 321 NR NR NR NR NR NR 310530 950 1400 1800 2700 2600 19'-41(232') PRESTRESSED N.R. NR NR NR NR NR NR NR 2421 42+0 150 1090 1400JNRNR 516 21'-4" (256")PRESTRESSEt7 N.R. NR NR NR NR NR 218 356 189 330 610 940 1340 512 590 NRNR 112 NR NR NR NR 268 34' 160 300 510 810 1250 493 24'-0C2B8') 1=IaEBTRE$$E N.R. NR NR NR NR NR 244 312 130 240 410 120 1030 8" PRECAST & PRESTRESSED U -LINTELS w.� L INTEL N©. LENGTH UPLIFT GRAVITY Ll LATERAL T7P LENCaTI-I 81=8-I 12-1t 16 -it 20 -IT 24-i 28-17 8F32 -1T 8U8 SIPS 8-2 12-2T 16-2 0-2 24-2 8-2 BF32-27 2'-10"l349 PREGAST 2121 2818 4101 5332 6569 fall 9055 3600 20?1 2121 2184 3981 6190 6401 1636+ 88512021 3'-6' l429 PRECAST 2165 2289 32621 4231 5219 6204 1192 1251 1251 2165 2215 8165 4125 5091 6061 1036 4'-0" (48') PRECAST 1818 1989 1 2832 3680 4532 5381 6245 938 938 1818 1925 2150 3593 4422 5264 6110 4'-6' f54') PRECAST 1660 1162 2501 3251 4010 4161 5525 121 la1 1660 1105 2435 3111 3913 4658 5406 5'-4' (b4') PRECAST 1393+ 1393 1484 1431 2110 2050 2141 2610 3315 3293 4010 3920 4648 4549 505 51x5 5'-10"C10'1 PRECAST 1212+ 1351 1930 2505 3004 3665 4741 418 4118 1212 1315 1815 2441 3010 3583 4151 V-6'(15") PRECAST 1141" 1200 1133 2250 2169 3290 3812 101 881 1141 1182 1684 2192 2103 3216 3132 1'-6' (SV)PRECAST . 959+ 912 1415 1914 2354 2191 3240 531 (05-1 990 1029 1466 1901 2351 2191 3245 PRECAST edw 612 980 1269 1560 1852 2144 454 630 801 155 1192 1560 1910 2211 2634 10'-6'(126') PRECAST 116+ 498 193 1021 1261 1496 1131 1513 493 116 611 1039 1389 1111 2034 2358 396 11'-4" 1136') PRECAST 666• 439 696 899 n04 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0"(144') PRECAST 601" 400 631 816 1001 1186 1312 340 4`34 631 486 SO 1209 1514 1199 2086 13'-4'(160') PRECAST Dec' 340 532 686 841 991 1153 302 33$ 513 409 682 1004 1.361 1631 1891 14'-Qi'f 168') PRECAST 458• 316 493 635 116 922 1065 286 360 548 318 629 922 1254 1561 1816 14'-8' 1116`) PRE -STRESSED 295 489 591 124 851 SSO N.R. 351 243 352 582 852 1156 1491 1142 243 V-4'(1549 PRESTRESSED 228 1215 533 430 553 611 601 925 N.R. 321 228 329 542 191 1012 1361 1616 11'-4' 120b')PRESTRE88ED 188 236 361 464 561 610 114 N.R. 255 166 216 449 643 814 1121 1369 19'-4' (232') PRESTRESSED 165 201 313 401 490 516 661 N.R. 204 165 239 883 550 136 940 116-0 21'-4' (256')PRESTRE66ED 145 186 218 356 433 512 590 N.R. 112 142 212 336 411 635 801 993 22'-O'(2649PRE6TRES5ED 140 180 268 34' 418 493 5b8 N.R. 1(a1 131 205 322 451 601 111 941 24'-0'1288`) PRE6TRE58ED 121 165 244 312 380 441 515 N.R. 135 124 lab 290 I 408 1 538 1 680 1 633 'IiGVN4G Yf.6wr. P I f I -M uM~. - Ti "w I�FPnI` 8" PRECAST W1 2" RECESS DOOR U -LINTELS 8" PRECAST W/ 2" RECESS DOOR U -LINTELS L INTEL N©. LENGTH UPLIFT GRAVITY Ll LATERAL TYPE LEN BRU ARI70-P$ DW14- SWIb. N*22- Wnd.- SNP3O-0H 4'-4' (52') PRECAST 1489 E144S 3053 3412 2982 4992 3954 6412 4929 1941 5904 9416 6880 108'18 '1'-6` l54") PRECAST 1351 AFiF22-2T 2182 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 9416 10818 5'-8" (&V) PRECAST 4112 832 1602 1550 2056 2566 3015 358b 185 1153 2162 4014 6412 6516 [$614' 6839 5'-10' (10') PRECAST 4008 119 MOO 1449 1924. 2400 2816 3352 135 1103 2051 3811 6412 6516 5450 6,411 6'-8' f 80") PREGA3T 822 `301 1611 2933 2516 3223 3812 45212 901 1611 2933 4100 6130 81'11 6101 (30') PRECAST 665 161 1311 2752 1958 2401 2944 3?439 164 1311 2329 3609 5492 6624 5132 '3' -8' f 116') PRECAST 311 420 834 1253 1011 1342 1614 IN* 535 928 1491 2119 2618 3595 28115 8" PRECAST W/ 2" RECESS DOOR U -LINTELS "RVu4•e: YN4.urz PI 1WM rc m c:IM~= - rlr_-w rcFa_• L-10 L-9 9 25-5H 25-5H EGRE55 EGRE55 CAST-u"RETE LINTEL SCHEDULE MATERIALS I. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels ■ (POOd psi. 3. f'c grout . 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM CW w/ minimum net area compressive strength = MOO psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. (p. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintele meet or excised L/361d vertical deflection, dexcopt lintels 11'-4" and longer with a nominal height of 8 L meet or exceed /180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1. 1/32` diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACi 530 N C� uW dL SF1& -05/1T SRF22-05/iT 5F24 -15/1T SF28-15/7 j44^zTM4A4GT4 LINTEL SCHEDULE L INTEL N©. LENGTH UPLIFT COiu'MENT8 Ll LATERAL T`fPE stZFb-rr O MP-rr NV14-iT 8N1P18-IT 9RF22-IT 81 28-1 Arb3rp-1 4'-6" 81=16-05AT LEN�TI-i L 3 4'-6" � L 4 ®ppb -2T 9FFlfA-2T 6RF14-2T DWIS-2T AFiF22-2T &M&-7 OW3fA-2 L 6 4'-6" &F16 -05/1T 1244 1513 2413 3260 4112 4961 5825 8F16 -05/1T 4'-4' (52') PRECAST 932 932 1244 1519 2339 3110 4008 4850 5696 aF5-05AT L 12 5'-10' 1192 1501 2311 3121 3931 4156 5511 'I'-6" 8F24-ISAT 4'-6' (54") PRECAST 853 853 1192 1455 2240 3036 3831 4643 5453 924+ 1112 1195 2423 3055 3689 4325 5'-S' (68') PRECAST 924 1132 1141 2351 2918 3603 4230 501 501 896+ 1138 1142 2352 2965 3581 4198 PRECAST 696 1099 1690 2288 2891 3491 4106 469 469 118 882 1513 2042 2513 3101 3642830 &1-61 (809PRECAST 1100 118 956 1468 1981 2509 3035 3563 688 691 1325 1810 2280 2153 3221 (eV) PRECAST 110 '341 668 849 1302 1162 2225 2690 3151 (116') PRECAST 533+ 433 808 1123 1413 1104 1993 51Fa 614 533 521 1009 1369 1126 2088 2450 "RVu4•e: YN4.urz PI 1WM rc m c:IM~= - rlr_-w rcFa_• L-10 L-9 9 25-5H 25-5H EGRE55 EGRE55 CAST-u"RETE LINTEL SCHEDULE MATERIALS I. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels ■ (POOd psi. 3. f'c grout . 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM CW w/ minimum net area compressive strength = MOO psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. (p. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintele meet or excised L/361d vertical deflection, dexcopt lintels 11'-4" and longer with a nominal height of 8 L meet or exceed /180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1. 1/32` diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACi 530 N C� uW dL SF1& -05/1T SRF22-05/iT 5F24 -15/1T SF28-15/7 j44^zTM4A4GT4 LINTEL SCHEDULE L INTEL N©. LENGTH TYFDE COiu'MENT8 Ll 4'-6" 81=16-05AT L2 4'-6" 81=16-05AT L 3 4'-6" 81`16-05/1T L 4 4'-a" SRF22-05AT L5 1.1'-4" 8F28-I5/IT L 6 4'-6" &F16 -05/1T L -1 4'-61' 8F16 -05/1T L 6 4'-6" 8F16 -05/1T L 9 4'-6" 8F16 -05/1T L 10 4'-6" 8F16-05AT ' L 11 -11-6' aF5-05AT L 12 5'-10' 81=16-08/7 L 13 5'-10" 8FI6-CeAT L 14 'I'-6" 8F24-ISAT I OPT. (6068 55 yea REBAR AT TOP SAFE T,4PL1= NOTES MIN. !1) REQ'D •+. 1-1/2` CLEAR 1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled TYF1E 2E5IGNATiON lintels must be reduced by 20% 1f bearing length is less than 6-1/2'. Safe loads for all recessed lintels based on 8' nominal bearing. F FiLLED WITH GROUT / U UNFILLED 2. N.R. a Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. QUANTITY OF "5 REBAR AT • ' _' 4. Safe loads based on grade 40 or grade 60 field rebar. I BOTTOM OF LINTEL CAVITY r �+ ,. 5. Additional lateral load capacity can be obtained by the designer by providing F+ GROUT addtona I reinforced masonry above the precast lintel. 8F I & - 15/1T 6. One +1 rebar may be substituted for two 45 rebars In 5' lintels only. � _q *5 REBAR AT BOTTOM 1. The designer may evaluate concentrated loads from the safe load tables by • 01. OF LINTEL CAVITY calculatln the maximum resisting moment and shear at d -away from the face of support. NOMINAL WIDTH QUANTITY OF 05 BOTTOM REINFORCING g g NOMINAL HEIOWT I 1-5�8'AG 8. For composite lintel heights not shown, use safe load from next lower height. RE15AR AT TOP TUAL PROVIDED IN LINTEL 9. All safe loads in unite of pounds per linear foot. 8" NOMINAL WIDTH (VARIES) ARCH IT EC TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 w O W 44 W 4 J O F- � u u m � til 0 SU13DIV. & LOT: TUSCA PLACE SOUTH LOT 2036 PROJECT# 02108.004 MODEL.- " 17 5 6 ODEL:"1756 GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT - STATE OF FLORIDA PRINT DATE: 08/07/12 sCALE: 1/4" =1' - 0" ZHEET B)0�' /I El 00001 10 25-5H 25-5H EGRESS EGRE55 — — — — _ — — — — — oOY OOO I LANAI I I N o 0. BATH j 0 I OWNERS 12 I I (00,50 S.G.1�. hil -_----- W.I.C. �3 m BATH 1 7 12 1 1 BDRM. 3 GREAT ROOM 0 0 DINING RO M � II 14 I I `(' BDRM. 2 I --� LAUN. FOYER I II I II o KITCHEN F— -- ---- L 1 1 I _...__--J L_ ENTRY 2 -CAR GAR. NOOK 25 -SH _ _ 16'-O" x -V-0" O.H. _ _ _ _ _ (�) ---- _y-------------- WIND LOAD u"ALCULATIONS COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR � SECOND RUSTS SOUARE WINDpW SIZE ZONE 14f1 MPH WIND REMARKSCALL# FOOTAGnn E AND TYPE I 1`1 25 -SH 5 34.1/-44.9 2 1� 25 -SH 5 34.1/-44.9 3 1-I 25 -SH 5 34.1/-44.9 4 20 30(05 DR 4 5 112 GARAGE pR. 5 29.x/-3fo.1 fo 11 25-814 4 34.1/-37.1 -f 1� 25 -SH 4 34.1/-37.1 S 10 23-5H 5 35.2/-47.1 9 1� 25 -SH 4 34.1/-3-1.110 1'i 25 -SH 5 34.1/-44.9 I1 4� (6068 S.G.p. 5 32.1/-4m.9 OiPtl©NAL 12 48 �am8� S.G.D. tu 5 31.x/-4®.1 l3 24 35 -SN 5 33.3/-43.3 14 24 35-5N 4 33.3/-3fo.3 BASIC WIND SPEED MPH = 14Q INTERNAL PRESSURE COEFFICENT= f 0.18 BLDG CAT=II, EXP=B, MEAN ROOF HT.=15'—O" ANY OPENING LESS THAN 4'—O" FROM CORNER WILL BE A ZONE 5 CATEGORY NOTE: VALUES 1=0R COMPONENTS i CLADDING .PRESSURE ARE BASED ON THE Vint DESIGN WIND SPEED. I=BC 1609.1.5 ALLOWS THESE PRESSURES TO BE MULTIPLIED Bi 010 t0 MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED $"1' PRODUCT MANUFACTURERS. ARC H ITEC T 'jo� FAX: 407-7744078 www.abdesigngraup.can AA #: 0003325 w � w w w � � D CL i 1441 N. RONALD REAGAN B LONGW(JOD, FL 32750 PH: 407-774-6078 O a " q U � h � I r a z SIVRDIV. 8c LQT: TUSCA PLACE SOUTH LOT 2036 PROJECT# 021(]8.004 MODEL: "1"75" GARAGE 9WI14Ir G: RIGHT PAGE: WIND LOAD CALCULATICJl`TS ARGHITECT� NATE OF FLORIDA AUS' 11 M02 DAME CAN ELL A No 1207 s DRI DATE: 0 8 0'7 12 SCALE: 1/4„=1'-0”1 C 0 3 1 -/-1T SHEET FAX: 407-7744078 www.abdesigngraup.can AA #: 0003325 w � w w w � � D CL i 1441 N. RONALD REAGAN B LONGW(JOD, FL 32750 PH: 407-774-6078 O a " q U � h � I r a z SIVRDIV. 8c LQT: TUSCA PLACE SOUTH LOT 2036 PROJECT# 021(]8.004 MODEL: "1"75" GARAGE 9WI14Ir G: RIGHT PAGE: WIND LOAD CALCULATICJl`TS ARGHITECT� NATE OF FLORIDA AUS' 11 M02 DAME CAN ELL A No 1207 s DRI DATE: 0 8 0'7 12 SCALE: 1/4„=1'-0”1 C 0 3 1 -/-1T SHEET I r a z SIVRDIV. 8c LQT: TUSCA PLACE SOUTH LOT 2036 PROJECT# 021(]8.004 MODEL: "1"75" GARAGE 9WI14Ir G: RIGHT PAGE: WIND LOAD CALCULATICJl`TS ARGHITECT� NATE OF FLORIDA AUS' 11 M02 DAME CAN ELL A No 1207 s DRI DATE: 0 8 0'7 12 SCALE: 1/4„=1'-0”1 C 0 3 1 -/-1T SHEET IVFZ rZ EXTERIOR MASONRY WALL BRG. �4E IGNTS 8'-8" 5RGz, IN SQ. T. s'-10" 1�'-8" 3'-0" 10'-0" LIvING GARAGE ENTRY LANAI 1153 5Q. PT. 404 SQ. FT. 35 50. FT. 93 5Q. FT, 1'-s' TOTAL 2255 50. FT. 4 ' a5 -5H a5 -SH E RESS EGRESS U W I lox& P.T POST W -4 13 3_5N ono ono (D (D `D2 _ LAY. LAv. JU Ll "` BF. s cv LANAI I o � I OWNERS - 8'_g" 4'-3„ � _ �o I s' -s" SUITE 0. BATH X - . . O d W � m II ~ '-4" m N _ g_all �p cn (0050 S.G.D. �`� W.I.C. Iz ACTIVE (CARPET) cel G� Ce` _QG.�u 1'-411 /•� Y V 101 oil _011 G.� SL/ (o IN TUB W/ IR -151 BATH s1�oWER 20'-6° (TILE) 0�- 1'-�0" 11'-211 N� BDRM. 3 GREAT RaOM> " ,� �, , V-BllG LG. - `� (CARPET) S1 s' -s" CLG. (CARPET) o -r �`� ,,W c1J 40 c1a ' 3'-0" 3 s"n' a b (p ---------- 1 cv 4-0 5F. CIA (� DINING " ROOM CLCD. (CARPET) Igil� m m Ipl 4'-4" 5'-�" 3'-4" 7'-(0°--ro,'-10' 'L'� 4'-(Z1" g _g" L �_ J LAUN.Lr �p BDRM. 2 --� 8'-S' CLC 8'-S" t13 I �— IN(TILE)(CARPET) FOYER I p IINK pW, +� $'-8" GLC. L-- 2_0 (TILE) II � � IIS \1�s N N 1 M ' d KITCHEN2 0 O W- --- ° STEEL 1 s' -s" CLC. (TILE) `;� _ I - s PIPE _ _ _ _ _ GOND. -' 5'-0" BOLLARD rLE 22"x54" !W I 1 ATTIC Ow- I _ �t �" L L ' L ACCESS j 40`XI(o'XI0" m _ '� TRANS.,45v (ELEv.C) c0 � "2 ENTRY — CAR GAR. r NOOK ELEv. A 8'-S" cLCa. V-8" CLC. (TILE) 12y' -(D" CL ct� ELEv. "B" ELEv. "C" 25-51-4 SIB rill > ,: Ih'-0" X 1'-0" O.H. 7 20'-0" 7K 401-0" EXTERIOR MASONRY WALL BRG. �4E IGNTS 8'-8" 5RGz, IN &x& P.T POST'; ELEC. OUTLET PER ELEC. CODE PBL. PLATE IV NOTES: -DENS ARMOR AT BATHROOMS. -PREFAB SHOWERS/TUBS TO BE SET IN TYPE 2 FOAM. A R C H I T E C T S Design G ro u p i nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SQ. T. CALC.'S LIvING GARAGE ENTRY LANAI 1153 5Q. PT. 404 SQ. FT. 35 50. FT. 93 5Q. FT, w TOTAL 2255 50. FT. &x& P.T POST'; ELEC. OUTLET PER ELEC. CODE PBL. PLATE IV NOTES: -DENS ARMOR AT BATHROOMS. -PREFAB SHOWERS/TUBS TO BE SET IN TYPE 2 FOAM. A R C H I T E C T S Design G ro u p i nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Lo T: TUSCA PLACE SOUTH LOT 2038 PROJECT# 02108.004 MODEL: "1'758" GARAGE SWUNG: RIGHT PAGE: FLOOR PLAN ARCHITECT: STATE OF FLORIDA _Or2 PRINT DATE: 08/07/12 SCALE: 1/4"=1"-0" SHEET 2 0P- w U W W -4 W � m Lo T: TUSCA PLACE SOUTH LOT 2038 PROJECT# 02108.004 MODEL: "1'758" GARAGE SWUNG: RIGHT PAGE: FLOOR PLAN ARCHITECT: STATE OF FLORIDA _Or2 PRINT DATE: 08/07/12 SCALE: 1/4"=1"-0" SHEET 2 0P- AREA OF ATTIC = 2491 50. FT. NET FREEE VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 2491/300 = 6.3 50. FT. 1195.2 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = 5 X 1195.2 (15ALANCE TO BE PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA 115 SQ. IN. PER VENT TOTAL * OF VENTS REQUIRED = (6) TOTAL 0 OF VENTS PROVIDED = (6) TKEY DETAIL (o" RAISED RAND T1'P, RMEMMIM __ I_All CRICKET 12 CRICKET FRONT ELIEVATION 12 5�— OFF RIDGE VENT OFF RIDGE VENT IX4 TRIM - (0" LAP SIDING OL _ 11 6 ENTRY REAR ELEVATION TEXTURED FIN16H S" RAISED BAND TTP. _A1 Iarkmainz A R C H I T E C TS LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. Rye LOT: TUSCA PLACE SOUTH LOT 2038 PROJECT# 02108.004 MODEL.- )) 1756 ODEL:"1"758 GARAGE SWING-. RIGHT PAGE: FRONT & REAP ELEVATIONS >>B" ARCHITEGT. STATE OF FLORIDA DATE: 08Z07/12 SCALE: 1/4"=V-0" SHEET W w Lu Lu � Q � � 0 z u 0 U A u A � � F+ SUBDIV. Rye LOT: TUSCA PLACE SOUTH LOT 2038 PROJECT# 02108.004 MODEL.- )) 1756 ODEL:"1"758 GARAGE SWING-. RIGHT PAGE: FRONT & REAP ELEVATIONS >>B" ARCHITEGT. STATE OF FLORIDA DATE: 08Z07/12 SCALE: 1/4"=V-0" SHEET AREA OF ATTIC = 24SI 50. FT. NET FREES VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 2491/300 W = 5.3 8Q. FT. = 1195.2 50. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 X 1195.2 = 59lb (1E4LANGE TO 5E PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN, PER VENT TOTAL * OF VENTS REQUIRED = (&) TOTAL * OF VENTS PROVIDED = (W $'-8" BRG HGT. Jill Ir V 11 -ON II II OPT. II II II II ;-- II II II II II II II II II 0'-0" FIN. FILE. ri — L — — L_ — — -J OFF RIDGE VENT S'-5" BEG, HGT. 6 (o" RAISED BAND TYP. I _TII '-n" PIN PI Q OFF RIDGE VENT OFF RIDGE VENT LEFT E TEXTURED F-IN15H 12 5 OFF RIDGE VENT �II F.A RAISED 15AND I_/r 11 I " FIN, FLRa TEXTURED FINISH I_All A It C H I T E C T 5 Design Group Inc. 1"!-1'i IY. IIV IYI9VV M!'a�• rr�.v LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.a bdesigngrou p.com AA #: 0008325 ti W w a w � D � � 0 0 z u 0 4 m u C() 0 0 SVBDIV. & IaOT: TUSCA PLACE SOUTH LOT 2036 PROJECT# 02108.004 MODEL: "1`56" GARAQE SWING-. RIGHT PAGE: LEFT & RIGHT ELEVATIONS B" mmoof r,TA ARCHITECT TE OF FLORIDA 1 DATE: 08/07/12 SCALE: 1/4"=I' -O') :SHEET OP� 4 4 IDD FRONT ELEVATION TEXTURED FIN15H RIGHT TEXTURED FIN15H m INN 111 611 u O u LEFT TEXTURED FIN15H 0 1 u 12101 i 1111�11 "11�111 00 REAR ELEVATION TEXTURED FIN15H 14A WA fp. A R C H I T E C T Design X71 ro u p I nc. 1441 N. RONALD REAGAN B LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.con AA #: 0003325 ti J m Lu IL 0 D 3 O VQ cv U �U m q_ 1 0 m ,n SUBDIv & X.OT: TUSCA PLACE SOUTH LOT 2036 PROJECT# 02108.004 M©DLL: "1756" GARAGE SW.TlgG-. RIGHT PACT: WALL ASSEMBLY ELEVATIONS B" ARCHITECT- STATE RCHITECTSTATE OF FLORIDA 43RT CANTWELL o 12079 08/a77 12 SCALE: 1/4"=11-01p SHEET � �I HEADER SPAM CHART CONNECTOR SCHEDULE 5'-0" TO SIMPSON STORY AFFLICATION DES. UPLIFT GRAVITY FASTNER }- META -16 1480 (1) 10d x 1 1R 1 -PLY/ (6) 16d 2 -PLY Q� Z p (2) META -16 IW5 (10) 10d x 11/2 I -PLY 1900 (14) 11 2 -PLY N HETA-16 11310 (9) 10d x 1 1/2 1 -PLY/ (B) 16d 2 -PLY d � HETA-20 ISIO (9) loci x I I/2 1 -PLY/ (S) 16d 2 -PLY TWO STO�RY APPLICATION DOWN STAIRS 2035 (10)1" x 1 1/2 I -IDLY NUMBER OF FULL LENGTH STUDS (2) HETA-20 2500 (I2) 166 2 -PLY SIZE MGt + 3968 () 8/B' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EIMBED), (22)10d t0 WOOD CLEAR SPAN HG -2 + 10980 (2) 3/4' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)10d TO WOOD x b x 8 x 10 x 12 HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' Er15ED), (16) 10101 TO WOOD LTAI 1420 (12) 10d x 1-1/2' V13T 4940 (U 9/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) $DS 1/4' X 3' TO WOOD (2)vGT(2-FLT/3-FLY) 1185/8890 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), e32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) 10d x 1 1/2 HTS -16 1180 (16) loci x 1 1/2 HTS -20 1490 (24) 10d x 1 1/2 14DUS-SP529 1810 (20) SDS 1/4'x2 1/2', 1/8' DIA. A.B. (12' EMBED) LSTA-12 ++ 929 (10) 10d � LSTA-18 ++ 1235 (14) 10d V) MSTA-16 ++ 1311+ (14) 10d CL MSTA-24 ++ 1640 (19) led X M5TA-30 2080 (22) lod V) MSTA-36 ++ 2080 (26) 10d MSTI-36 3800 (36) loci x 1 1/2 MSTI-45 8065 (46) loci x 1 1/2 H6 S50 (8) &d TO PLATES, (8) Sd TO STUDS w 8P4 WD (6) 10d x 1 1/2' TO STUDS C ,A,33 180 (4) 10d TO BEAM (4) 10d TO POST. HCP2 645 (61 10d x 1-1/2' W10 mp6) A15U 44 2200 66615 (1) 8/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EIMBEDJ IN CONIC. (12) 16d TO WOOD V) A15U 66 2900 12000 (1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12A&d TO WOOD CK LTTI9 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONG., (SACd TO WOOD M0 +++ 101$ (1)1/2'-A.T.R. IN HIGH STRENGTH OXY (MIN. 1' EMBED.) IN CONC (2) D 7 t0 WOOD = 3610 (1) 8/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (10) 10d x 1 1/2' TO WOOD HTT4 4235 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (18) 16d x 2 1/2' TO WOOD Q 4550 (1) 8/5' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN LONG. (26) 10d x 1 1/2' TO WOOD HTT5 4610 (U 5/&' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) 10d TO WOOD 090 /8 A.T.R. IN HIGH STFW43TH SPDXY, (MIN. D. CONC. 6) lf>d x 2 1/2 TO WOOP HHDQII-SDS 2.5+ 11445 1)1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG., (24)BD6 s' x 2Y WOOD SCIeWS H115HP115 6450 1 (1)1/8' A.B. IN HIGH STRENGTH EPDXY (MIN. 1' EMI15ED.) IN CONIC. (3A' STUD BOLTS t0 WOOD MBNA 396/1128 3415 8330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN 6.15" EMBEDMENT) IN C.M.U. FACE, (18)10d TO l9EAM V) MBHA 550/1125 3415 5330 (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN_ 6.15' EMBEDMENT) IN C.M.U. FACE, (10)10dLv (IS)10d t0 BEAM Z C210-3 (WOOD 00 49M (FLOOR) I0-1/4" x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, (10) 10d TO WOOD 3140 (ROOF) Q 2 WUC410 ICMU) 1810 50135 18-1/4' x 2-3/4' TITEN ( Z PER FLANGE) TO CMU (110) 10d TO WOOD HUG 210-3 ISIO 4000 10-114'x 2-3/4' TI t0 CMU ( 10) 10d TO WOOD HIGH STRENGTH EPDXY m SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINE:ER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT 18 GREATER THAN 1' PEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN 15E SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 239 REDUCTION IN THE ALLOUJA15LE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIREP FOR THIS APPLICATION PRIOR TO INSTALLATION. W N +++ MINIMUM EM15EDMENT INTO THE TOP OF A BONDIBEAM WILL BE 8', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' 07 A.T.R. . A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MA<ING SURE THAT THE PROPER CORROSION PROTECTION 19 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2011' 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE t MASONRY CATALOG C -SAS -2012. MIN � HEADER SPAM CHART MINIMUM WALL AND HEADER STUD REDUIREMENTS BRACING LEGEND EXTERIOR GABLE TO BE BRACED W/2><4 BLOCKING Q 4'-0" O.C. BETWEEN TOP CHORD 4 2X4 SYP *2 X -BRACING. REFER TO TYPICAL DETAIL SHTS FOR BRAG ING REQUIREMENTS FASTEN 2X4 BYP *2 OR SPF BEVEL CUT TO TRUSS TOP CHORD W/106 x 3" NAILS IIIO.G. STAGGERED NOTE: TRU55ES MARKED W/AN " ' REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRU55 MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 51NGLE STORY AFFLICATION 4'-I1 1/2" j'-11 1/2" AND UP 51ZE CLEAR SPAN DBL 2 DBL 2 DBL 2 PBL 2 x x 8 x 10 x 12 UP TO 5'-4' 5'-4" TO 7-0" 7'-0' TO 10"-0" 10'-P.)" AND OVER TWO STO�RY APPLICATION DOWN STAIRS 3 NUMBER OF FULL LENGTH STUDS SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x b x 8 x 10 x 12 UP TO 51-011 a'-0" 6y TO '-4" 11 TO 8'-0" 8'-0" AND OVER MINIMUM WALL AND HEADER STUD REDUIREMENTS BRACING LEGEND EXTERIOR GABLE TO BE BRACED W/2><4 BLOCKING Q 4'-0" O.C. BETWEEN TOP CHORD 4 2X4 SYP *2 X -BRACING. REFER TO TYPICAL DETAIL SHTS FOR BRAG ING REQUIREMENTS FASTEN 2X4 BYP *2 OR SPF BEVEL CUT TO TRUSS TOP CHORD W/106 x 3" NAILS IIIO.G. STAGGERED NOTE: TRU55ES MARKED W/AN " ' REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRU55 MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 6'-0" U.N.O. 4'-I1 1/2" j'-11 1/2" AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTE5: 1. 14U1R1RICANE 5T1RA1=5 TO 5E MANUFACTURED 51i 511` P5ON STRONG -TIE OR EQUAL, U.N.O. 2.TYi='ICAL HURRICANE 5T1RA1~'5 ARE A5 FOLLOW5, U.N.O: * TRUSS TO MASONRY/CONCRETE SHALL aE META -10 * FLOOR J0I5T TO M,45ONRY/CONCRETE SHALL. 5E HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRU55 TO WOOD FRAMING SHALL 5E MTS -12 3.TiRU55 TO TRU55 CONNECTIONS AND HANGER5 SHALL 5E UE5IGNED AND 5UPPLIED 5Y TRUSS MANUFACTURER. 4.iREFEiR TO TRU55 MANUFACTUiRER'5 5IGNED AND SEALED DfiRAWING5 FOR LOCATIONS, PROFILE, AND 51ZE OF ROOF/FLOOR TRUSSES. r_5.HEADEiR SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REO.ARE 5TANDARD UN.O ON FRAMING FLAN 0. MIN. 2X4 HIP CUT 5LOCIGING SECURED W/3-106'GUN NAILS OR 3-126 HAND DRIVES e EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 45 F'ER APA REaUIiREMENTS. 2X12 TO III POST (2) MSTA-24 POST TO SLAB ABu-6)(0 HUC410 W/ 18-1/4"X2 3/411 TAPCOI (9 PER FLANGE) HUC410 W/ 18-1/4"X2 3/4' TAPCONS (9 Pr=R FLANGE) CCA 03/23/12 140 MPH/EXP.--B A R C H I T E C T S .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i W � w w w C � a � N z " a U U- Ltl A � M 1L1 SU39DIV. 8c IAT: TUSCA PLACE SOUTH LOT 2030 PROJECT# 02106.004 MODEL.- ))1756)) ODEL»"1'50" GARAGE SWI14G-. RIGHT PAGE: FRAMING PLAN ELEVATION , P» ARCHITECT- STATE OF FLORIDA NO 12179 pA� O 8 0 7 12 SCAT :1/4"=1'-0" SHEET 5 TD OF 4 OPT. -- �. — , _ ._. ... -- OPT. COACH C014CH LIGHTS LIGHTS NOTE: ALL BRANCH CIRCUITS IN THE BEDROOMS ARE TO BE PROTECTED 5Y AN ARG -FAULT INTERRUPTER L15TED TO PROVIDE PROTECTION OF ENTIRE 'BRANCH CIRCUIT will LANA CEILING MTD, LIGHT--`- TO BE INSTALLED, PROVIDE J -BOX FOR OPT. FAN OPT. SLIDING GLASS ' POWER COMPANY TRANSFORMER GRADE PROVIDE 200 AMP, 120/240 VOLT, 1 PHASE SECONDAI* ELECTRICAL SERVICE. PROVIDE 3 02/0 COPPER (CU) IN 2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 04/0 ALUMINUM (AL) IN 2'' DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE002) SYMBOL DEFINITION NOTES d) 125V OUTLET 20 R SINCsLE POLE 3000 110v OUTLET 1600 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 1 1 WATER BEATER 1/2 OF OUTLET 1 DISHWASHER 1200 110V OUTLET WIRED TO 1 DISPOSAL 500 SUBTOTAL OF GENERAL LOAD SWITCH FIRST 10 KVA OF GENERAL LOAD AT 1007. 10000 REMAINDER OF GENERAL LOAD AT 407. 22968 VA x .4 WITH GROUND (�EQUIPED 19188 110V OUTLET SITANT VJ/ C 10 KW ELECTRIC HEAT AT 85% AR (TM 5 KW ELECTRIC HEAT AT 85% --- NET GENERAL LOAD WIRE NET TOTAL HEAT 13220 220V OUTLET CONNECTION CALCULATED LOAD FOR SERVICE 32408 VA/240 V= 136 AMP 200 AMP SERVICE FAULT IGROUND GFEXTERIOR WATERPROOF INTERRUPTER ER OUTLET w SWITCH SWITCH 3 -WAY OPER. SWITCH 4 -WAY OPER. 4 WALL W MOUNTED Y LIGHT CEILING LIGHT VAPOR LIGOOF HT r RECESSED CAN �- WALL SCONCE PREWIRE 1 CFM PER VENT. FAN SQ. F7. VENT. FAN 1 CFM PER W/LIGHT SQ. FT. 2' LIGHT STRIP 4' LIGHT STRIP 4' RECESSED 2-5UL15 WRAP ® FLUORESCENT LIGHT AROUND 2' FLUORE2 CENT 4' FLUORESCENT � 4' TRACK LIGHT U © PANEL METER SMOKE DATT. SACK -UP DETECTOR w/ HARDWIRE INTER - BATT. E5ACK-UP MOUNTED W1 HARDWIRE S SME INTER- P. DETECTOR CONNECTED MATT.15ACK-UP CAR50N W1 HARDWIRE INTER - MONOXIDE/ CONNECTED S/CO SMOKE DETECTOR SHALL 5E A COMBO DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS 4 OUTLET TELEPHONE JACK � WH WATER HEAT. 0 0 DISCONNECT AIR. GOND. A/C DISCONNECT Tv-1TELEVISION JACK rEILING 155= REQUIRED TO 5E SUPPORTED O J_5ox IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING FAN/LIGHT C�ILING 50X REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD PUSH- FOR SUTTON CHIMES * LOCATION OF TV JACKS 4 PHONE OUTLETS t FANS TO BE VERIFIED A HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI -s ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL $ATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2o1o,RESIDENTIAL CODE TABLE M15013) LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE AS N.E.C. 2005 ARTICLE 300.(5) (2) • ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE OPT. -- �. — , _ ._. ... -- OPT. COACH C014CH LIGHTS LIGHTS NOTE: ALL BRANCH CIRCUITS IN THE BEDROOMS ARE TO BE PROTECTED 5Y AN ARG -FAULT INTERRUPTER L15TED TO PROVIDE PROTECTION OF ENTIRE 'BRANCH CIRCUIT will LANA CEILING MTD, LIGHT--`- TO BE INSTALLED, PROVIDE J -BOX FOR OPT. FAN OPT. SLIDING GLASS ' POWER COMPANY TRANSFORMER GRADE PROVIDE 200 AMP, 120/240 VOLT, 1 PHASE SECONDAI* ELECTRICAL SERVICE. PROVIDE 3 02/0 COPPER (CU) IN 2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 04/0 ALUMINUM (AL) IN 2'' DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE002) HOUSE PLAN: 1756 MODEL LOAD INFORMATION VA 1756 SQFT GENERAL LIGHTING X3 VA PER SQFT 6286 2 20 AMP APPLIANCE CIRCUIT AT 1600 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1600 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER BEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 SUBTOTAL OF GENERAL LOAD 32988 FIRST 10 KVA OF GENERAL LOAD AT 1007. 10000 REMAINDER OF GENERAL LOAD AT 407. 22968 VA x .4 9189 TOTAL NET GENERAL LOAD 19188 4 TON HEAT PUMP#1 26 AMPx 240 VA= 6720 2.6 TON HEAT PUMP#2 21 AMPx 240 VA- --- 10 KW ELECTRIC HEAT AT 85% 6500 5 KW ELECTRIC HEAT AT 85% --- NET GENERAL LOAD 18168 NET TOTAL HEAT 13220 TOTAL LOAD 32409 CALCULATED LOAD FOR SERVICE 32408 VA/240 V= 136 AMP 200 AMP SERVICE NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 01 CU, 1 0(c. CU GNP 2" CONDUIT OR PROVIDE 3 02/0 AL, 1 04 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT m OVERHANG.) COMBINATION SERVICE . DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 20(dA/2 MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 200 AMP 120/240 VOLT 1 PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 200 ,A" If=L F -CT IC74La 15E NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. ARCH IT EC TS 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 H W w W � Z U LL (P h q � � 0 0 susDIV. & IAT: TUSCA PLACE SOUTH LOT 2036 PROJECT# 02108.004 MODEL: ,1756" GARAGE 9 WING: RIGHT PAGE: ELECTRICAL PLAN fARCHITECT .STATE OF FLORIDA NO DATE: O S % a'7 /12 s c ALm.. 1/4"==1'-0" SHEET OF� A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 iSLTBDIV. & LOT: TUSCA PLACE SOUTH LUT 2036 PROJECT# 02108.004 MODEL: "175+x" GARAGE SWINGE: RIGHT PACE: CABINET LAYOUT ARCHITECT - STATE OF FLORIDA tt��,�y Yf1"I i�1 MI PRINT DATE. 08/07//12 SCALE: 1/4"=1'-0" SHEET 7 O� �- � W Lu A� 0 - z u a m q U e A � � 0 0 woo iSLTBDIV. & LOT: TUSCA PLACE SOUTH LUT 2036 PROJECT# 02108.004 MODEL: "175+x" GARAGE SWINGE: RIGHT PACE: CABINET LAYOUT ARCHITECT - STATE OF FLORIDA tt��,�y Yf1"I i�1 MI PRINT DATE. 08/07//12 SCALE: 1/4"=1'-0" SHEET 7 O� �- GRADE J� --((1)04b GEMAR VERTICALLY W/ GONG. ELL R-4.1 INSULATION X TEXTURED FINISH wQ 8' CMU : J 1/2' GYP. WL. SD. WOOD BASE d I ff4' CONC., REINF. W/ 6'x6' 010 WWM ON (P -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE 4' U (2) Nb REBAR ON CHAIRS 1 -STORY FOOTING 1 W/ BLOCK WALL SCALE: 1/2' N 1'-0' ° +f74'NG, REINF. W/ &'xb' •10 WIM ON POLY ETHYLENE VAPOR 4-IER ON WELL -COMPACTED N FILL TERMITE �TEREATEMENT 1 �A0 N 1AIAIRe THICKEN EDGE 4 SCALE:1/2'NI'-0" m 4' GONG., REINF. W/ 6'x&' M10 WWh ON 6 -MIL POLY ETHYLENE VAPOR j4j'•4- BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATEMENT SHALL BE BORA-CARE GARAGE STEP-UP 5 NON- BEARING 4 . 4' CONC, REINF. W/ 6'x6' 010 WlWM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATEMENT m 8' S" [4- SHALL BE BORA-CARE 2'-0. 4- *b REBAR ON CHAIRS 0 CONCRETE PAD or -ALE. 1/2"=I�- SECURE FST. PLATE TO BLK W/ J - ANCHOR BOLT W/ 2' WASHER 'I' EMBED. MIN, A 32' OC MAX. e - 4' GONG, REIN. W/ 6'x6' "10 WwM ON fp MIL POLY ETHYLENE VAPOR ? BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATEMENT OU 4' B' 4" SHALL BE BORA-CARE l2) 3 REBAR ON CHAIRS 1 -STORY FOOTING AT L. B. W. W UPLIFT SCALE: STUDS Ib' O.C. MAX 5 V1' w HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAM W/ }' m ANCHOR BOLT w/ 2' WASHER 'I' W EMBED- MIN.. w 32' OC MAX. ° ° p• d 4' CONC, REINF. W/ b'xb' *10 ULM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED r_ CLEAN FILL TERMITE TREATEMENT in 4' S 4' 4' SHALL BE BORA-CARE (2) +b REBAR ON CHAIRS GARAGE STEP-UP 6 1 -STORY L.B.W. _ SCALE: I d"N I'-0' b' I" RECESS FOR TRACK FINIS � FINISH FLOOR W �• a: + 10 SLAB AT S. G. D. SCALE, SECURE FST. PLATE TO SLAM W/ " ANCHOR BOLT W/ 2' WASHER T' EMBED. MIN. * 32' OC MAX. 4' CONC., REINF. W/ b'xb' wl0 WWM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED in c] CLEAN FILL TERMITE TREATEMENT 4` 1'-0" SHALL FSE BORA-CARE f3) *b REBAR ON CHAIRS 2 -STORY FOOTING AT L. B. W. SCALE: 1/2' =1' -V 5 1/2' • HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE t0 SLAB W/ ANCHOR BOLT W/ 2' WASHER I EMBED. MIN. s 32' OC MAX. } + ' 4' CONC.., RENF. W/ 6'x6' 010 UUM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED E CLEAN FILL TERMITE TREATEMENT SHALL BE BORA-CARE (3) IS REBAR ON CHAIR$ GARAGE STEP-UP �A 2 -STORY L.B.W. 5CALE: RECESS FOR GARAGE DOOR CONC, REIN. W/ 6'x&' 010 WwM ON MIL POLY ETHYLENE VAPOR �RRIER ON WELL -COMPACTED EAN FILL TERMITE TREATEMENT ALL BE DORA-CARE s:.• "$ REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE= EXTENDED SLAB I CURB HEIGHT VARIES 1/2' REC586 FOR SERVICE OR 7mo(2) 4'CONC., REIN. W/ 6'xb'*10 UWON (P -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED GLEAN FILL TERMITE TREATEMENT SHALL FSE BORA-CARE 2 *b REBAR ON CHAIR$ i+s SLAB AT GARAGE SERVICE DOOR 1 SHOWER RECESS FOOTER SCALE. rNr-0' !U 05 REBAR VERTICALLY W/ CONC. POUR CELL to CURES HEIGHT VARIES d . • , 4' CONC., REINF. w/ 6'x6" 00 WWM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATEMENT SHALL BE BORA-CARE it 4' 5' 4' L (2) *b REBAR ON CHAIRS U 1 -STORY FOOTING AT GARAGE SCALE- I/2'=I'-0" CAULK AND SEAL (l) 05 REBAR VERTICALLY TEXTURED FINISH — TEXTURED FINISH w/ CONC. POUR CELL GAS LINE -11 INSULATION MIN. Yr� R-11 INSULATION MIN. 1 J' PvC SLEEVE FOR GAS LINE 8' CMU TUDS 16' O.C. MAX STUDS 16' O.C. MAX 8' CMU r 2' GYP. WL. BD. 1/2' GYP. WL. BD. 1/2' GYP. WL. BD_ 1/2' DRYWALL SECURE BT. PLATE TO SLAB W1 10d OOD BABE WOOD BASE CMU FILLED CELL (TYP) WOOD BASE CUT NAILS/ MASONRY NAIL * 32' O.C. ECURE BT. PLATE TO BLK W/ }" VA SECURE Bt. PLATE t0 BLK w/" Ile a ?k WALL FRAMING + MAX NCHOR BOLT W/ 2' WASHER T' i ANCHOR HOLT W/ 2' WASHER l' . _ MBED. MIN. * 32' CC MAX. EMBED. MIN. * 32' OC MAX. ,—(4) Vxi' ANCHOR BOLTS or (4)VXl'° d + • 4 GROUTED BOND BEAM ° V` + ° PRIOR TO FILLING. (SLEEVED ANCHOR IN i a °' " ' `; e a SOLID POUR ACCEPTABLE RETROFIT) A° '.' 4' CONC, REINF. W/ 6'x6' "10 WWM ON on ° , .A. 4' CONIC, DINE. W1 6'xb' 010 U.LIM ON +' a A. 4' CONC., RRlW. W/ 6'x6' " 10 WWM ON 6 -MIL POLY ETHYLENE VAPOR _ (P -MIL POLY ETHYLENE VAPOR :' 6 -MIL POLY ETHYLENE VAPOR EXT. /INT. FRAME WALL TO BARRIER ON WELL -COMPACTED BARRIER ON WELL -COMPACTED ' ..�'. BARRIER ON WELL -COMPACTED BLOCK WALL CONNECTION 15 GAS LINE THRU BLOCK 16 SCALE. I'=1'-0' CLEAN FILL TERMITE TREATEMENT CLEAN FILL TERMITE TREATEMENT °4 GLEAN FILL TERMITE TREATEMENT O 4' S" 4' SHALL FSE BORA-CARE SHALL BE BORA-CARE =em SHALL BE 130RA-CARE (2) 63 REBAR ON CHAIRS, 4` &' 6' 4' (3) �'$ REBAR ON CHAIRS (2) *b REBAR ON CHAIRS 1 -STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING 2 B AT L.B.W. W NO -UPLIFT) W FRAME WALL W FRAME WALL SCALE: IQ'.1'-ID' •• • SCALE: I/2":I'-0' 3 A SCALE: EXTENDED SLAB I CURB HEIGHT VARIES 1/2' REC586 FOR SERVICE OR 7mo(2) 4'CONC., REIN. W/ 6'xb'*10 UWON (P -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED GLEAN FILL TERMITE TREATEMENT SHALL FSE BORA-CARE 2 *b REBAR ON CHAIR$ i+s SLAB AT GARAGE SERVICE DOOR 1 SHOWER RECESS FOOTER SCALE. rNr-0' !U 05 REBAR VERTICALLY W/ CONC. POUR CELL to CURES HEIGHT VARIES d . • , 4' CONC., REINF. w/ 6'x6" 00 WWM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATEMENT SHALL BE BORA-CARE it 4' 5' 4' L (2) *b REBAR ON CHAIRS U 1 -STORY FOOTING AT GARAGE SCALE- I/2'=I'-0" 4' CONC., REIN. W/ 6'x&' *10 WIUM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATEMENT SHALL BE BORA-CARE '14"6' 6' 4,e. (3) *b REBAR ON CHAIRS mU 2 -STORY FOOTING 13 W BLOCK WALL SCALE: 1/2"■i" -2�" CAULK AND SEAL (l) 05 REBAR VERTICALLY 11) N3 REBAR VERTICALLY W/ CONIC. POUR CELL R-4.1 INSULATION w/ CONC. POUR CELL GAS LINE TEXTURED FINISH 1 J' PvC SLEEVE FOR GAS LINE 8' CMU 8' CMU r 1/2' GYP. WL. BD_ 1/2' DRYWALL BARRIER ON WELL -COMPACTED WOOD BASE 4' CONC., REIN. W/ 6'x&' *10 WIUM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATEMENT SHALL BE BORA-CARE '14"6' 6' 4,e. (3) *b REBAR ON CHAIRS mU 2 -STORY FOOTING 13 W BLOCK WALL SCALE: 1/2"■i" -2�" : pWf EEL 1 4 6' 4+ �> p_g. 2 -STORY FOOTING AAT GARAGE 5CALE: 1/2"=1'-0' �1 NOT USED GROUTED BOND 15RAM VARIES PER ELEV. .. TIE VERTICAL REBAR TO HORIZONTAL 9.. REBAR W/ IPJ- HOOK VARIES PER ELEV. GROUTED 5014P BEAM d ' • a: • 4-0 a ,J• + 4 .a d CLEANOUT REQUIRED ° FOR INSPECTION � 4• N `< 0'-0' FN. FLR. TIE VERTICAL REFSAR 4 • $ b TO HORIZONTAL REBAR W/ 5' HOOK mU HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE SCALE. A R C H I T E C T$ Design Group �O u Inc. 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774607FAX: 407-774-40www.abdesigngroup AA #: 0003325 CAULK AND SEAL (l) 05 REBAR VERTICALLY w/ CONC. POUR CELL GAS LINE 5' CMU 1 J' PvC SLEEVE FOR GAS LINE 8' CMU 4' GONG., REIN. w/ 6'xb' *10 WLM ON POURED LINTEL CONT. (TYP.) 1/2' DRYWALL BARRIER ON WELL -COMPACTED W CMU FILLED CELL (TYP) WOOD BASE 0'-0* FIN. FI-R.TIE VERTICAL REBAR a ?k WALL FRAMING + ,' q ' a : 4' ° a + a TO HORIZONTAL R9 5AR W/ 10- HOOK . _ ° a Li ,—(4) Vxi' ANCHOR BOLTS or (4)VXl'° d + • 4 GROUTED BOND BEAM J -BOLTS MIN. b' EMBEDMENT W/ 2'X2'XI/5' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS VARIES PER ELI a ' PRIOR TO FILLING. (SLEEVED ANCHOR IN a °' " ' `; e a SOLID POUR ACCEPTABLE RETROFIT) A° '.' E 4'a , m U &' PVC CHASE THRU FOOTING s EXT. /INT. FRAME WALL TO I -STORY BLOCK WALL CONNECTION 15 GAS LINE THRU BLOCK 16 SCALE. I'=1'-0' (2) 45 REBAR ON CHAIRS 2-$TGSFci' (3) *$ REBAR ON CHAIR$ c O (1) *5 MBAR VERTICALLY W/ CONC, � 'I—FOUR CELL R-4.1 INSULATION _,r -•-a' CML ° 1/2' GYP. WL. BD. •• • d . z WOOD BASE 4' CONC, REINF. W/ &'xb' 010 WWM ON CLEANOUT REQUIRED "• FOR INSPECTION 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED ' � o CLEAN FILL TERMITE TREATEMENT 4• $HALL BE BORA-CARE ' (l) *$ REBAR SET IN SIMPSON HIGH STRENGTH EPDXY 'I' EMBED. MIN a f2) *$ REBAR 1 -STORY °+ �*-'-r-r--+�---' 0'-0" FIN. FLR. , (3) *5 REBAR a 2 -STORY (1) +"3 VERT. DOWEL c F +• a 4 .° d TIE VERTICAL REBAR e a •° .. e' •• 'xi' OAL UTSIDE MBAR TO BE LAPPED W/ BOND BEAM : •° 6' PVC CHASE THRU FOOTINGTO a � � ' t-�; , q a • •, CONTINUOUS - fU *$ f?,EBAR A7 CORNERS W/ 25' LAP MIN. .-0,o' REBAR W/BtHOOK . ' MO M ON ° 4' CONC, RENF. W/ 6'xbWW a.-� ° a° ° a °'• ' ; 4 9 -MIL POLY ETHYLENE VAPOR ° ° 1 -STORY rL BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATEMENT d .�+� 4 •d ' 4 • a r, 4' 8' 4" in (2) 015 REBAR ON CHAIRS Ii 2 -$TORY m SHALL BE BORA-CARE 1'-4' f3) 63 REBAR ON CHAIRS 2'-1' MIN. LAP PIPE THROUGH TYP. RETROFIT FOR TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL A OMITTED DOWELS REBAR LAP AT FOOTING CAT LINTEL CORNERS W BLOCK WALL REINFORCING ti SCALE: 1/2"NI'-0' E SCALE- 1/2'N1'-0' ALL ExTERIO R F'O o -riERs AT° F il,-,TIs i -i S L.AB' S rrO BE MIN. 12 $EEO W 131"',T1DIS TURFED SOIL : pWf EEL 1 4 6' 4+ �> p_g. 2 -STORY FOOTING AAT GARAGE 5CALE: 1/2"=1'-0' �1 NOT USED GROUTED BOND 15RAM VARIES PER ELEV. .. TIE VERTICAL REBAR TO HORIZONTAL 9.. REBAR W/ IPJ- HOOK VARIES PER ELEV. GROUTED 5014P BEAM d ' • a: • 4-0 a ,J• + 4 .a d CLEANOUT REQUIRED ° FOR INSPECTION � 4• N `< 0'-0' FN. FLR. TIE VERTICAL REFSAR 4 • $ b TO HORIZONTAL REBAR W/ 5' HOOK mU HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE SCALE. A R C H I T E C T$ Design Group �O u Inc. 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774607FAX: 407-774-40www.abdesigngroup AA #: 0003325 (l) 05 REBAR VERTICALLY w/ CONC. POUR CELL 5' CMU CURB HEIGHT VARIES rw^^ v� 4' GONG., REIN. w/ 6'xb' *10 WLM ON &-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED W 4z CLEAN FILL TERMITE TREATEMENT SHALL BE BORA-CARE > • ° !3) to REBAR ON CHAIRS Li d + • 4 4 : pWf EEL 1 4 6' 4+ �> p_g. 2 -STORY FOOTING AAT GARAGE 5CALE: 1/2"=1'-0' �1 NOT USED GROUTED BOND 15RAM VARIES PER ELEV. .. TIE VERTICAL REBAR TO HORIZONTAL 9.. REBAR W/ IPJ- HOOK VARIES PER ELEV. GROUTED 5014P BEAM d ' • a: • 4-0 a ,J• + 4 .a d CLEANOUT REQUIRED ° FOR INSPECTION � 4• N `< 0'-0' FN. FLR. TIE VERTICAL REFSAR 4 • $ b TO HORIZONTAL REBAR W/ 5' HOOK mU HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE SCALE. A R C H I T E C T$ Design Group �O u Inc. 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774607FAX: 407-774-40www.abdesigngroup AA #: 0003325 aysralV. & LOT: TUSCA PLACE SOUTH LOT 2036 PROJECT# 02108.004 MODEL: "1756" GARAGE SI WING .- RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARGHITEGT STATE OF FLORIDA �p vm` J ES CANTWELL AR NO 12079 PRINT DATE: 08/07/12 SCALE: 1/4"=1'-0" rw^^ v� W O � z � o A u ti aysralV. & LOT: TUSCA PLACE SOUTH LOT 2036 PROJECT# 02108.004 MODEL: "1756" GARAGE SI WING .- RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARGHITEGT STATE OF FLORIDA �p vm` J ES CANTWELL AR NO 12079 PRINT DATE: 08/07/12 SCALE: 1/4"=1'-0" PANEL ANCHOR SEALANT SEALANT 3/511 -EXPANSION STRIP --- FREE OF MORTAR PANEL ANCHOR 1/4" EXP. 5OLT TWO PER ANCHOR WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND l PANEL ANCHOR STYLE CONSTRUCTION no SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. SECURE 2x6 MIN. TO 5LK W/ (2))6" ANCHOR 5OLT W/ 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4" EMBED. J 2X6 GARAGE DOOR BUCK W/ (3) )�`XS" J -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'XYo WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. I -2X6 PT BLOCK * CENTER OF DOOR HEADER WK1),�'XS' J -BOLTS 4' EMBEDMENT W/ 2'X2'5<4' WASHER AND NUT 0 GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 1/2'-1'-O" 8 NOT USED LINTEL PLATE -- 3/5" EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO BE M IN. 1/2" DEEP ---SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS 5LOCK NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMO ER ABOVE THE GLA56 BLOCK, PANEL REINFORCING 6 EVERY OTHER LED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL SUT NOT ACROSS EXPANSION JOINTS �- GLASS LLOCK POSITION (2) 1-1/4" 5-4 HEX WASHER HEAD WITH ANTI -CORROSIVE COATING TIGHT TO SEND OF ANCHOR AND END OF SLOTTED HOLE TYPE 5 OR N MORTAR 1/4' MIN. 1/2" MAX. PANEL REINFORCING 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)12d*EA. UPRIGHT 2X4 SECURED TO GABLE ENG W/(2)12d O.C. L-30 � GABLE BLOCKING TRUSS 2x4 BLOCKING A EA. RAFTER L-30 EA. RAFTER H25 EA. RAFTER 2x4 RAFTER 24' O.G. 2x4 FRAMING (TYP) 4- FRAMED OVERHANG N.T.S. 2x4 DBL TOP PLATE 2x4 METAL STUD 24" O.C. 1/2" DRY WALL 2X4 16' P.C. MAX 2X4 PT. BT. PLATE 1/2' AB W/ MIN. 1' EMBEDMENT A' 2" DIA. WASHER 4 32' O.C. MAX 05 RESAR CONT. WOOD FRAME TO BLK. SCALE: PLAN VIEW SCALE: SPARK ARREST PER MANUFACTURER 1X2 PT. TOP OF (BOX PRL. TOP PLATE — 2X4 STUD TEXTURED FINISH OVER - PAPER RACK EXP. MET. LATH. W/ ON O.S.B. SHEATHING OR �' CDX PLYWOOD PRE. ENG. TRUSS 51MPSON H-5 (MIN.) 2X4 TO TRUSS PRE. ENG. TRU55 61=4 OR H-5 TOP PLATE TO STUDS 21-0' ABv. 10'-0" LEvEL TO ROOF AOR 2'-0' ABv. HIGHEST RIDGE WITHIN 10'-0" SIMPSON H-5 (MIN.) 2X4 TO TRUSS CHIMNEY DETAILS SCALE: 1/2' =1' - O' PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS a lb' O.C. MAX SIMPSON LSTA-12 6 EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS m 16' D.G. MAX W/ SHEATHING. SHEATHING TO 5E WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO 51: SECURED ONE PLY a A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12" O.C. STAGGERED SP4 OR H5 a TOP AND BOTTOM PLATES 6 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 TYP. EXTERIOR WINDOW/ FLR. LINE DOOR OPENING WD FRAMED SCALE: NAILINQI SCHE=-0 L_E ROOF DIAPHRAGM USE 1/16' O.S.B. OR 1/2' CDX PLY WITH "S RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT (a" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS o 4' O.G. EXTERIOR SHEATHING USE 1/16" O.S.B. OR 1/2' PLY WITH '"S RING SHANK GUN NAILS AT da' O.G. AT PANEL SIDES AND "S RING SHANK GUN NAILS 4` O.G. TOP 4 BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT 6" P.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAL REaUlfi EMENTa SIZE HEAD LENGTH DIA. TENSILE STR Sd ROUNO, IODIFIED 1 -1/8- .113 110,000 OR T 10d ROUNPI10DIFII=D 21/8" .128 1'I0000 OR T TOP CORD BLOCKING AT 4' a O.G. MAX. IN FIRST 2 FRAMING " SPACES AT EACH END. RU RAFTER OR T85 NOTE, NAILS TO 5E MFG. BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION 10113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHINGi 2 RING DIAMETER OF 0.012 OVER SHANK DIAMETER i c 3. 16 TO 20 RINGS PER INCH � 4 0280 INCH FULL ROUND HEAD DIAMETE I 1 _ 5. 2 INCH NAIL LENGTH I Q 0 (ROOF SHE ATHINGI: LA*r'OUT ANS EN1�)UJALL 5fRAG INCA BUILDING LENGTH FOR G,45LE EN1_2 FRAMING; SECURE 2x TO BLOCK W/ (2) a- TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 J') g WITHIN 8" OF EACH END AND IS' O.C. MAX - m SPACING. `- I ' 0.8.1:3. SHEATHING OR---" GDX PLYWOOD 2x4 BLOCKS ' CMU WALL ARCH WINDOW FRAMEA SECTION SCALE: 1/2"■ 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 48 RING SW" GUN NAIL$ a 4'0.0. TOP 4 BOTTOM EDGE$ m PRE TRU4 MTS - 1/16" 2X4 BTM. PLA' 3278 TRUSS 2X4 PBL. TOP PLATE 2X4 STUD 16' O.C. 1/2' A.B. W/ MIN. 1" EMBEDMENT LOCATE 6'-S' FROM ENDS AND 32' O.C. MAX. TEXTURED FINISH META -I6 S` CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 1/2' ■ 1' -O" I 2X4X4' SECURE TO TRUSS W/ 3-12d (b O.G. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-126 SECURE TO SLK W/ META -lb 2'-0" EXT: SCALE: C *8 RING SHANK GUN NAILS 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) 08 2' DECK SCREWS 0 6"-8" O.C. MAX 0 EDGES 4 12' D.G. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G 51.15 -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE-IENG. TRUSS ---`'1-1 DSL. 2X TOP PLATE 2 1/16" O.S.B. 2X BLOCKING .9 TOP OF -7/16" O.S.B. 2X STUDS Ida' D.C. MAX. 2X STM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2X4 a TOP 4 IBOTTOM CONT. HETA-16 BLK. WALL Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. W/ 1/4' GAP FROM SLK. TO 0.3.5. ® HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT PERIMETER SOF O.S.S. TO PROvIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL 5LOCKING. Q SHEATHING w TOP OF WOOD FRAMED WALL TO 5E STAGGERED MIN. OF I&' FROM SHEET BELOW INSTALL ALL SHEETS W/FACE GRAIN PARALLEL To STUDS 11 EXT. WALL SHEATHING SCALE: 1/21-11-01 A R C H I T E C T S Design Group,nc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 TUSCA PLACE SOUTH LOT 2036 PROJEC'T# 02108.004 MODEL• „1"750" GARAGE SWING: RIGHT PAGE: MISC. DETAILS ARCHITECT= STATE OF FLORIDA bA11 : 0 8 0 7 12 SC.A&M- 1/4"=V-0" I D 2 SPIEET ©r �- N w a U o � s~ a z q U h on TUSCA PLACE SOUTH LOT 2036 PROJEC'T# 02108.004 MODEL• „1"750" GARAGE SWING: RIGHT PAGE: MISC. DETAILS ARCHITECT= STATE OF FLORIDA bA11 : 0 8 0 7 12 SC.A&M- 1/4"=V-0" I D 2 SPIEET ©r �- �"" 1 1 1%.,d f( -OL 0.5.5. 5HE,4TH1Nr_z 0R INbULA I I UN X- VALUtt). FOR INSULATION R-VALUE6.0.5.5, SHEATHING OR MTL. DRIP EDGE GYPSUM BOARD OR "HIGH PCL -)X PLYWOOD. ATTACHED ER NAILING SCHEDULE ON GYPSUM BOARD OR GDX PLYWOOD. ATTACHED2x4 NAILER �J. A. HIGH STRENGTH CLG. PER NAILING SCHEDULE ON 2x4 OR 2x(o 5U5 -SAND STRENGTH CLG. BOARD SHEET D5 2x4 os 24" O.C. Im INTERIOR PER ELEVATIONS GONG. FILLED LINTEL SLK W1 1/0" THICK, 3 GOABOARD SHEET pia KNEE WALL T GONG. FILLED LINTEL 5LK W1 1/5" THICK, 3 GOAT (1) 05 REE3AR CONTINUOUS PORTLAND CEMENT PLASTER (1) 05 RE5AR CONTINUOUS PORTLAND CEMENT PLASTER L J- CONC. FILLED LINTEL 5L< W1 VENTED ALUM. SOFFIT PRECAST LINTEL OVER EXPANDED GALVD OVER EXPANDED GALVlD (1) 05 RE5AR CONTINUOUS METAL LATH ON FORTIF-15ER 5ATT, INSUL. METAL LATH ON FORTIF15FER EM5ED. STRAP VERIFY W1 IR -4,1 5ATT, IN6UL, JUM50TEX GRADE "D` PAPER PRECA5T LINTEL TRUSS PLAN PRECAST LINTEL JUM50TEX GRADE "D" PAPER OVER TYVEK BUILDING WRAP WINDOW ATTACHMENT AS OVER TYvE< 5UILDING WRAP WINDOW ATTACHMENT AS WINDOW ATTACHMENT AS (REFER TO STUCCO SPECS PER MANUFACTURES (REFER TO STUCCO SPECS PER MANUFACTURES rhw THICK, 3 COAT PER MANUFACTURES FOR COMPLETE INFORMATION) SPECIFICATIONS FOR COMPLETE INFORMATION) SPECIFICATIONS PORTLAND CEMENT 5PECIFICATION5 WEEP SCREED PLASTER APPLIED PRECAST SILL WEEP SCREED _______�_PREGA5T BILL (SEE DETAIL 2) PRECAST SILL DIRECTLY TO MASONRY (1) #5 RE5AR VERTICALLY (SEE DETAIL 2) (1) 05 RE5AR VERTICALLY SECURE G,45LE TO 2x(o P.T. (1) 05 RE5AR VERTICALLY W1 GONG. POUR CELL SECURE G,45LE TO 2x(o F.T.W1 GONG, POUR CELL PLATE W1 126'8 5" O.C. MAX W1 GONG. POUR CELL Ix2 P.T. FURRING 5TRIP6 PLATE W1 l2d's 5" C.C. MAX• lx2 P.T. FURRING 6TRIF6 SECURE 2x(o FT. PLATE TO lx2 P.T. FURRING STRIPS 1W O.C. L< W1 �llxS` ANCHOR 5OLT W1 O.C. 16 11 O.C. =>-r =1 A -rt= -ren 2" WASHED SET IN BIMPSON itV, L.11 -IU HIGH STRENGTH EPDXY 1 1/2" GYP. WL. 5D. 5L< W/ xS" ANCHOR 5OLT W1 1/2GYP. WL. 5D. i , = 1/21, GYP. WL. 5D. " EMBED. MIN. 32" CC, MAX. WOOD BASE 2" WASHER SET IN SIMP50N WOOD BASE WOOD 5145;= HIGH STRENGTH EPDXY 7 EMBED. MIN. 6 32 " OG MAX. 47 . . ...................... OAT 4 .4 THICK, 3 C I V THICK, 3 GOAT 4. A . I -all,• PORTLAND CEMENT PORTLAND CEMENT PLASTER APDL I E 17.) PLASTER APDL IED DIRECTLY TO MASONRY *.A .4 4 DIRECTLY TO MASONRY 4 4 A L A 1 --STORY GABLE 1TORY 1 -STORY GABLE W/ VAULT C LG. BLOCK WALL LOLOC SCALE.- 3/4"=V-0" SCALE= LOCK A R C H I T E C T 3 '4007nn 1441 N. RONALD REAGAN BLVD. N BLVD. D, LONGWOOD, FL 32750 PH: 407-774-6078 r FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti FIBERGLASS SHINGLES 5LOCKING BETWEEN 2x4 5LOCKING BETWEEN F-15ERGL,465 SHINGLES --`__TRUSSE5 4'-0" D.C. (AT OVER 015 FELT PAPER ON 0.5.5. SHEATHING OR i 11 - -------2x4 TRU55;=5 ATS 4'-0" C.C. (AT OVER 01�) FELT PAPER ON SHEATHING 5EAT�15) GDX PLYWOOD SECURED SHEATHING EAMS) �r, 0.6.5. SHEATHING OF, ill PER NAILING SCHEDULE CDx PLYWOOD SECURED PRE -ENG G,45LE TRU66 P.T. Ix2 W1 MTL. DRIP EDGE PRE -ENG CABLE TRU55 PER NAILINC4 SCHEDULE CONT. 2x4 RAT RUN SECURED W1 (2) 2x4 OR 2x(o SU5-15AND PER 2x4 NAILER MTL. DRIP EDGE 126'5 Q EACH TRU66 F15ERGLA56 SHINGLES ELEVATIONS GONT. 2x4 RAT RUN SECUREF-) 2x4 OR 2x& 5U5-5,4ND PER TO 5E INSTALLED m MID, POINT OF OvER,#]E� FELT PAPER ON ALUM. SOFFIT W1 (2)126's Q EACH TRUSS ELEVATIONS TRU55 SPAN, OR 10'-0" C.C. MAX. D.S.S. SHEATHING OR 5TIFFIBACK AT ALL UPRIGHTS TO 5E INSTALLED a MID. ALUM. SOFFIT SEE ENERGY CODE FORMS CZ)x PLYWOOD SECURED OVER 41-1011 HIGH (SEE POINT OF TRUSS SPAN, OR STIFF15ACK AT ALL FOR INSULATION R -VALUES. PER NAILING SCHEDULE SEALED ENG. FOR SIZE 4 lo' -V C.C. MAX. I ll UPRIGHTS OVER 4 -loJ"GYPSUM BOARD OR CONDITION.) -E ENERGY CODE FORMS HIGH (BEE SEALED ENG. HIGH STRENGTH CLG. ju �"" 1 1 1%.,d f( -OL 0.5.5. 5HE,4TH1Nr_z 0R INbULA I I UN X- VALUtt). FOR INSULATION R-VALUE6.0.5.5, SHEATHING OR MTL. DRIP EDGE GYPSUM BOARD OR "HIGH PCL -)X PLYWOOD. ATTACHED ER NAILING SCHEDULE ON GYPSUM BOARD OR GDX PLYWOOD. ATTACHED2x4 NAILER �J. A. HIGH STRENGTH CLG. PER NAILING SCHEDULE ON 2x4 OR 2x(o 5U5 -SAND STRENGTH CLG. BOARD SHEET D5 2x4 os 24" O.C. Im INTERIOR PER ELEVATIONS GONG. FILLED LINTEL SLK W1 1/0" THICK, 3 GOABOARD SHEET pia KNEE WALL T GONG. FILLED LINTEL 5LK W1 1/5" THICK, 3 GOAT (1) 05 REE3AR CONTINUOUS PORTLAND CEMENT PLASTER (1) 05 RE5AR CONTINUOUS PORTLAND CEMENT PLASTER L J- CONC. FILLED LINTEL 5L< W1 VENTED ALUM. SOFFIT PRECAST LINTEL OVER EXPANDED GALVD OVER EXPANDED GALVlD (1) 05 RE5AR CONTINUOUS METAL LATH ON FORTIF-15ER 5ATT, INSUL. METAL LATH ON FORTIF15FER EM5ED. STRAP VERIFY W1 IR -4,1 5ATT, IN6UL, JUM50TEX GRADE "D` PAPER PRECA5T LINTEL TRUSS PLAN PRECAST LINTEL JUM50TEX GRADE "D" PAPER OVER TYVEK BUILDING WRAP WINDOW ATTACHMENT AS OVER TYvE< 5UILDING WRAP WINDOW ATTACHMENT AS WINDOW ATTACHMENT AS (REFER TO STUCCO SPECS PER MANUFACTURES (REFER TO STUCCO SPECS PER MANUFACTURES rhw THICK, 3 COAT PER MANUFACTURES FOR COMPLETE INFORMATION) SPECIFICATIONS FOR COMPLETE INFORMATION) SPECIFICATIONS PORTLAND CEMENT 5PECIFICATION5 WEEP SCREED PLASTER APPLIED PRECAST SILL WEEP SCREED _______�_PREGA5T BILL (SEE DETAIL 2) PRECAST SILL DIRECTLY TO MASONRY (1) #5 RE5AR VERTICALLY (SEE DETAIL 2) (1) 05 RE5AR VERTICALLY SECURE G,45LE TO 2x(o P.T. (1) 05 RE5AR VERTICALLY W1 GONG. POUR CELL SECURE G,45LE TO 2x(o F.T.W1 GONG, POUR CELL PLATE W1 126'8 5" O.C. MAX W1 GONG. POUR CELL Ix2 P.T. FURRING 5TRIP6 PLATE W1 l2d's 5" C.C. MAX• lx2 P.T. FURRING 6TRIF6 SECURE 2x(o FT. PLATE TO lx2 P.T. FURRING STRIPS 1W O.C. L< W1 �llxS` ANCHOR 5OLT W1 O.C. 16 11 O.C. =>-r =1 A -rt= -ren 2" WASHED SET IN BIMPSON itV, L.11 -IU HIGH STRENGTH EPDXY 1 1/2" GYP. WL. 5D. 5L< W/ xS" ANCHOR 5OLT W1 1/2GYP. WL. 5D. i , = 1/21, GYP. WL. 5D. " EMBED. MIN. 32" CC, MAX. WOOD BASE 2" WASHER SET IN SIMP50N WOOD BASE WOOD 5145;= HIGH STRENGTH EPDXY 7 EMBED. MIN. 6 32 " OG MAX. 47 . . ...................... OAT 4 .4 THICK, 3 C I V THICK, 3 GOAT 4. A . I -all,• PORTLAND CEMENT PORTLAND CEMENT PLASTER APDL I E 17.) PLASTER APDL IED DIRECTLY TO MASONRY *.A .4 4 DIRECTLY TO MASONRY 4 4 A L A 1 --STORY GABLE 1TORY 1 -STORY GABLE W/ VAULT C LG. BLOCK WALL LOLOC SCALE.- 3/4"=V-0" SCALE= LOCK A R C H I T E C T 3 '4007nn 1441 N. RONALD REAGAN BLVD. N BLVD. D, LONGWOOD, FL 32750 PH: 407-774-6078 r FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti ju I— (p SLT3B]:)IV. & LOT: 2X4: CM 2X4- CM 2X4: CM SECURE TO BLOCK W/ 3/f61l SECURE TO BLOCK W/ 5/f(,' SECURE TO BLOCK WIY4' TUSCA PLACE TAPCON5 OR DRIVE PIN TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK 51ZE .145 (MIN. SHANK 51ZE .145 (MIN. SHANK SIZE .145 SOUTH MIN. HEAD SIZE .300 MIN. HEAD 51ZE 300 MIN. HEAD SIZE 300 LOT 2036 MIN. EMBEDMENT I V) MIN. EMBEDMENT I Y49 MIN. EMBEDMENT I Y4') WITHIN 5' OF EACH END 4 WITHIN S' Of: EACH END 4 WITHIN a' OF EACH END 4 Is, O.C. MAX SPACING. IS" O.C. MAX SPACING. 15' O.C. MAX SPACING. S , CMU 2X(O: cm 2x8: c2m 2xb: mm NOTE: STRUCTURAL 2X MUST P3ROJECT# DRYWALL SECURE TO BLOCK W/2 NOTE: STRUCTURAL 2X MUST SECURE TO BLOCKSECURE TO BLOCK W11-114' BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN $E ON OUT51DE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MU57 TAPCONS OR DRIVE PIN THROUGH NON-OTRUCTURAL 02108-004 I'X4' OR I'X2" F.T. NAILER (MIN. SHANK SIZE .145 THROUGH NON-5TRur_TURAL (MIN. SHANK SIZE .145 F] BE ON OUTSIDE 4 SECURED (MIN. SHANK 51ZE.145 %' TAPCON MIN. I -Y4" M03:)E3L,-. Ix4 P.T. OR %X4" MIN. SECURE MIN. HEAD SIZE .30(6 %'TAPCON MIN- I-V MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 EMBEDMENT INTO BLOCK. THRU FRAME 4 EXTEND I -Y41 MIN. EMBEDMENT I Y49 EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y49 3/fbl TAPCON MIN. 14/41 MIN. EMBEDMENT I Y4') "1756" cr EMBEDMENT INTO BLOCK. WITHIN V OF: EACH END 4 S, CMU _)x INTO BLOCK W/ 3/(&' TAPCON5 WITHIN 5' OF EACH END 4 a, CMU WITHIN V OF EACH END 4 15' O.C. MAX SPACING. OR DRIVE PIN 18, O.C. MAX SPACING. 15" O.C. MAX SPACING. a, CMU GA6RAGE SWING* TYVI=-< BUILDING WRAP (MIN. SHANK SIZE .145 Y DRYWALL 2XS; 2X6: c� Y DRYWALL MIN. HEAD SIZE 300 2X8. ---I'X4" OR VX2' P.T. NAILER )i'DRYWALL SECURE TO BLOCK W11-114' I'X4' OR VXV F.T. NAILER MIN. EMBEDMENT 1-Y4' SECURE TO BLOCK W/2 -k&- SECURE TO BLOCK W/2 -3/V I'X4' OR I'X2' P.T. NAILER TAPCON5 OR DRIVE PIN 0.5$. X 4' MIN. RIGHT FORTIF15ER BLDG f=,41=EfR WITHIN 6' OF EACH END 4 15' TAPCONS OR DRIVE PIN O.S.B. X 4' MIN. TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK 51ZE .145 O.C. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR CASING PAGE: MTL. LATH DOOR CASING MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 0/49 '--DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') POOR JAMB OR WINDOW MIN. EMBEDMENT I Y4 ATTACH TO 2X PER ATTACH TO 2X PER WITHIN D' OF EACH END 4 ATTACH TO 2X PER MO�FOLITHIC DOOR JAMB OR WINDOW WITHIN 0' OF EACH ��NIPLO/ MANUFACTURES DETAILS. WITHIN D'OF EACH END 4 MANUFACTURES DETAILS. IS O.C. MAX SPACING. MANUFACTURES DETAILS. -1/a" TEXTURED ATTACH TO 2X PER IS' O.C. MAX SPACING. IS" O.C. MAX SPACING. FINISH g) WOOD MANUFACTURES DETAILS. 1 -STORY WOOD NOTE; SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED J/4') WALL 1/5" TO N,5` MID WALL � p —7/16 CONSTRUCTIONWEEP SCREED DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16 DOOR JAMB TO BLOCK +3 DOOR JAMB TO BLOCK +3 SECTIONS A. WINDOW TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +1-15/16" E WINDOW TO -BLOCK +3' & NOTES IN 'LE A SCALE: 1"-I'-0'0' SCALE: SCALE: VmlO' 2X4: CEO 2X4: CE 2X4: CEO 2X4: CED S" cmu sr=cuRrm TO BLOCK W/ SECURE TO BLOCK W/ SECURE TO BLOCK W/ SECURE TO BLOCK W/)4 TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 ARCHITECT - MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 5/5" TEXTURED MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 STATE OF FLORIDA FIN15Hs MA6ONfRY MIN. EMBEDMENT I Y49 MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y49MIN. EMBEDMENT I Y49 WITHIN 5' OF EACH END 4 WITHIN 5' of: EACH END 4 WITHIN D' OF EACH END 4 NOTE: STRUCTURAL 2X MUST WITHIN B' OF EACH END 4 BE ON OUT51DE 4 SECURED 15' O.C. MAX SPACING. 18' O.C. MAX SPACING. IS" O.C. MAX SPACING. 18' O.C. MAX SPACING. THROUGH NON-5TRUCTURAL 2Xb: ®2X&- CM 2x&: MCI 2x&: 3A6' TAPCON MIN. 14/4, SECURE TO BLOCK LU/2-%' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -3/f&' EMBEDMENT INTO BLOCK. SECURE TO BLOCK W/1-1/4 SECURE TO BLOCK W/2-%,' TAPC NOTE. STRUCTURAL 2X MUST TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCON5 OR DRIVE PIN ON$ OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 a, CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 3/f6' TAPCON MIN. I -Y4" MIN. HEAD SIZE 300 DRYWALL MIN. HEAD 51ZE 300 THROUGH NON-STRUCTURAL rp MIN. EMBEDMENT I yw) MIN. EMBEDMENT I Y4,) EMBEDMENT INTO BLOCK. MIN. Emi5er:>mr=NT I Y4,) I'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 0/4') %' TAPCON MIN. 144" WEEP SCREED WITHIN OF EACH END 4 a, CMU WITHIN a' OF EACH ENE) 4 WITHIN 5' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN S' OF EACH END 4 10' O.C. MAX SPACING. ING. 15" O.C. MAX SPACING. 2ND 2X SECURE TO IS' O.C. MAX SPACING. DETAIL WOOD TO 15' O.C. MAX SPACING. a, CMU \t�' DRYWALL STRUCTURAL MEMBER W/(2)12d 2XD. a, CMU 2X5. 2x8: 1"X4' OR I'X2' P.T. NAILER 2xa: ®WITHIN V OF EACH END 4 6' �' DRYWALL SECURE TO BLOCK W/2 -%W DRYWALL SECURE TO BLOCK W/2-%' SECURE To BLOCK W/2-3/(&' TO S' O.C. MAX SECURE To BLOCK W11-114' I'X4' OR 1'X2" P.T. NAILER BLOCK CONNECTION TAPCONS OR DRIVE PIN I'X4' OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN V P.T. X 4' MIN. TAPCON5 OR DRIVE PIN TAPCONS OR PR1vM PIN JAM CA ELL (MIN. SHANK SIZE .145 DOOR CASING (MIN, SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZF-.145 DOOR CAE, ING (MIN. SHANK SIZE .145 V P.T. X 4- MIN. NO 1 079 SCALE- ll/2"=I'-0` MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 POOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR CASING POOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) MIN. Ememmr=NT I Y49 MIN. r:mmrzpmr=NT I Y4') MIN. EMBEDMENT I Y4-,) ATTACH To 2X PER ATTACH TO 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER WITHIN V OF EACH END 4 DOOR JAMB OR WINDOW PRI WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN a' OF EACH END 4 MANUFACTURES DETAILS. MANUFACTURES DETAILS. IS' O.C. MAX SPACING. ATTACH TO 2X PER IS' O.C. MAX SPACING. IS' O.C. MAX SPACING. IS" O.C. MAX SPACING. MANUFACTURES DETAILS. DAT 08/07/12 NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 SCALE: 1/4"=V-0" DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4' DOOR JAMB TO BLOCK +T DOOR JAMB TO BLOCK +3 3/4' SHEET WINDOW TO BLOCK +1-1/2" WINDOW TO BLOCK +2 1/4" WINDOW TO BLOCK +3 WINDOW TO BLOCK +3 3/4 ' � -1" -0' .00 IB SCALE. SCALE, SCALE. I" -I'-0' SCALE. -11 0 F15ERGLAS5 SHINGLES FIBERGLA55 5HINGLE5 OVER OVER #15 FELT PAPER ON #15 FELT PAPER ON -1/1(o11 2x4 BLOCKING BETWEEN O.S.B. SHEATHING OR 0.5.8. 5HEATHING OR 2" CDX TRUSSES AT FIRST tufo BAYS GDX PLYWOOD SECURED PLYWOOD SECURED PER 4 sa O.C. CAT SHEATHING PER NAILING SCHEDULE NAILING SCHEDULE SEAMS) PRE -ENG TRUSS MTL, DRIP EDGE MTL. DRIP EDGE 2x4 OR 2x(o SUB -BAND PER PRE -ENG GABLE TRUSS SEE ENERGY CODE FORMS ELEVATIONS CONT. 2x4 RAT RUN SECURED 2x4 OR 2x& SUB -BAND FOR INSULATION R -VALUES. ALUM. SOFFIT W/ (2)126's EACH TRUSS PER ELEVATIONS 9` GYPSUM 80ARD OR 2" STIFFBACK AT ALL VENTED ALUM. SOFFIT HIGH STRENGTH CLG. UPR IGHT5 OVER 4'-1011 BOARD HIGH (SEE SEALED ENG. DOUBLE TOP PLATE TWIST STRAP VERIFY W/ FOR 5IZE 4 CONDITION) WINDOW HEADER SIZE TRU55 PLAN SECURE 2x4 PLATE TO SEEENERGYINSULATION GODS FORMS I VARIES PER WINDOW 311 FOR NSULATION R -VALUES. WALL W/ 8 xI11 THRU-BOLTS OPENING SEE HEADER 32" O.G. MAX THEN SPAN CHART FOR " GYPSUM BOARD OR 211 DETAILS SECURE GALE TO 2x4 NIGH STRENGTH CLG.. 0.5.8. SHEATHING OR 211 WINDOW ATTACHMENT A5 P°LATE W/ 12c�'s 8" O.C. MAXDRBOARD CDX PLYWOOD. PER MANUFACTURES ATTACHED PER NAILING SPECIFICATIONS SECURE GABLE TO DBL DOUBLE TOP PLATE 5CHEDULE ON SHEET D5.TOP PLATE W/ SIMPSON '11811 THICK, 3 COAT WINDOW SILL HTC4 1@ 24" O.C. MAX PORTLAND CEMENT 2x STUDS 6 I(o" O.C. MAX W/ WINDOOW HEADER 5IZE WINDOW ATTACHMENT AS PLASTER OVER R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER EXPANDED GALV'D OPENING SEE HEADER SPAN SPECIFICATIONS METAL LATH ON A"' T G SUBFLDOR GLUED AND NAILED AS PER CHART FOR DETAILS WINDOW SILL FORTIFIBER JUM50TEX NAILING SCHEDULE 0.5.3. SHEATHING OR 211 2x 5TUD5 G 1I" O.C. MAX W/ GRADE 11D 11 PAPER OVER CDX PLYWOOD. TYVEK B U ILD ING WRAP ATTACHED PER NAILING R-il3ATT. INSUL. MIN. (REFER TO STUCCO SCHEDULE ON SHEET D5 --" T 4 G SUBFLOOR GLUED SPECS FOR COMPLETE 1/8" THICK, 3 COAT AND NAILED AS PER INFORMATION) PORTLAND CEMENT PLASTER NAILING 5CHEDULE NOTE: SHEATHING MUST OVER EXPANDED GALVID NOT BREAK 1"-oll MIN. PRE -ENG FLOOR TRU55 METAL LATH ON FORTIFIBER FROM 2ND FLR LINE ( INSTALL PER MFG. 5PEC5.) JUMBDTEX GLADE "D ° PAPER OVER TYVEK BUILDING WRAP 2x4 CONT. TOP AND GYPSUM BOARD OR 2° (REFER TO STUCCO 5PEC5 BT, OF FLR TRU55 (TOP �,�.• HIGH STRENGTH CLG. FOR COMPLETE INFORMATION) 2x4 SUPPORTS ST BOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRUSS PLATE OF 2ND FLR, BT. CONC. FILLED LINTEL BLK W NOT BREAK 1'-0" MIN. (INSTALL PER MFG. SPECS. 2x4 15 FOR WALL (1) #5 RE5AR CONTINUOUS FROM 2ND FLR LINE "GYPSUM BOARD OR 211 SHEATHING NAILER) HIGH STRENGTH CLG. 2x4 CONT. e TOP AND R-4.1 E3ATT. INSUL. ' . •. BOARD WEEP 5CREEDBT. OF FLR TRUSS (TOP (SEE DETAIL 2A) 2x4 2x4 5UPPORT5 ST CONC. FILLED LINTEL BLK W/ EMBED. STRAP VERIFY �---� WINDOW ATTACHMENT A5 PLATE OF 2ND FLR, BT. (I) REBAR CONTINUOUS W/ TRU55 PLAN PER MANUFACTURES 2x4 IS FOR WALL SPECIFICATIONS SHEATHING NAILER.) PRECAST LINTEL 11/a" THICK, 3 COAT --PRECAST SILL WINDOW ATTACHMENT 45 PORTLAND CEMENT (1) #5 RE5,4R VERTICALLY WEEP 5CREED PER MANUFACTURER PLASTER APPLIED ----W/ CONC. POUR CELL (SEE DETAIL 24) SPECIFICATIONS DIRECTLY TO MASONRY 1x2 P.T. FURRING STRIPS PRECAST SILL a 1611 O.C. EMBED. STRAP VERIFY � (1) 5 REBAR VERTICALLY 2—STORY W/ TRU55 PLAN. c' �' FLOOR .r---- allGMu W/ GONG. PouR CELL FIR .# ' DNS" 11 /a THICK, 3 GOAT T I 5 1/2 GYP. WL. BD. - �:. 1x2 P.T. FURRING 5 R P BLOCK SECOND WOOD BASE PORTLAND GEMENT Q I&,, O.G. FLOOR FRAME DIRECTLY TO MAPLASTER SONRY ED X11 CMu 1 �SCALE; 3/411.11-011 a 4 1/211 GYP. WL. BD. $— WOOD BASE .. � STORY GABLE I'•4 FIRST FLOOR BLOCK SECOND FLOOR FRAME A SCALE: 3/4`=1'-0'l 4' 4;' b A+ i� 0.5.5. SHEATHING OR 211 GDX 2x STUDS 1I" O.C. MAX W/ PLYWOOD. ATTACHED PER R-11 BATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS a 16" O.G. MAX. W/ 1/16110.6.5. OR 2" CDX 11 D511 R-11 BATT, fNSUL. MIN. TYVEK BU ILD ING WRAF T 4 G 5U5FLOOR GLUED i/8 THICK, 3 GOAT PORTLAND AND NAILED ,45 PER CEMENT PLASTER OVER11 T G SUBFLOOR GLUED FORTH=f3ER NAILING SCHEDULE EXPANDED GALV'D METAL LATH AND NAILED A5 PER BLC.�G P14PER ON FORTIFIBER JUMBDTEX ON .SCHEDULE GALV'D NTL. LATH GRADE 11D11 PAPER OVER TYVEK -1/a" TEXTURED I UILDINGI-��WRAP (REFER TO FIN15H e WOOD STUCCO 5PEC5 FOR COMPLETE WOOD �/a" TO Ne" MID WALL INFORMATION) CONSTRUCTION WEEP SCREED 2x4 CONT. e TDP AND E3T. OF FLR TRUSS (TOP 2x4 ,`. a; z 5UPPORT5 5T PLATE OF 2ND PRE -ENG FLOOR TRUSS PRE -ENG FLOOR TRUSS FLR, BT. 2x4 15 FOR WALL SHEATHING NAILER) :+• 511 CMU 51MP50N HETA-1G EMBED. 4a '" GYPSUM BOARD OR 211 STRAP32" O.G. MAX VERIFY WEEP SCREED HIGH STRENGTH CLG. 5/5" TEXTURED W/ TRU55 PLAN (SEE DETAIL 2A) E;CARD ;. FINISH 6 MASONRY EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK W/ " GYPSUM BOARD OR 211 W/ TRUSS PLAN (1) #S REBAR CONTINUOUS HIGH STRENGTH CLG. BOARD 'Na" THICK, 3 COAT PORTLAND CEMENT PLASTER APPL IED WEEP SCREED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ DETAIL WOOD TO PERPENIaICULAR PRE— ENG FLOOR TRUSS BLOCK CONNECTION SCALE: 3/4"=1'-0° SCALE: 1 1/2`=I'-0" A R C H I T E C T S Design Group,nc. 'A. Ir. 1\VI\!—IVW 1\Vl'l Mr'11\ YV\ W LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. IAC LOTS TUSCA PLACE SOUTH LOT 2036 PROJECT# 02108.004 MODEL: "1756" GARAGE SWING: RIGHT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA °�� •,.A I /P/2 fi,9 u2 A NO 12079 00 PRINT DATE: 08/0712 SCALE: 1/4"=1'-0" SHEET D 4 0 �- U w 4 Q �1 -a o q U m A Lo L go SUBDIV. IAC LOTS TUSCA PLACE SOUTH LOT 2036 PROJECT# 02108.004 MODEL: "1756" GARAGE SWING: RIGHT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA °�� •,.A I /P/2 fi,9 u2 A NO 12079 00 PRINT DATE: 08/0712 SCALE: 1/4"=1'-0" SHEET D 4 0 �- *NOTE: NAIL 5HE,4THING TO ,4LL 2X A5 FER EXT. 5HE,4THING N,4ILING, ad .41, O.C. t*IAX EPGE5 O.C. 1" I,4X IN THE FIELD PRECAST HEAPER(MIN)---� PRECAST HEAPER(M IN) ,4 2 X 4 (MIN 2 X 3)1-3/1(o TAPCON PRL. TDP PLATE 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON TRUSS MIN HEAD SIZE 300 (2) 2x4 '"2 S.Y.P. DIAGONAL IBRACE W/ (3) WALL STUDS SCURE "i :' 12d's * EACH TRUSS (DIAGONAL MIN EMBEDMENT 1 1/49 X -BRACING t0 COVER 5-TRUSSEES (3) 12d's EACH END SECURE 2 X RIP TO FIT OR DRIVE PIN (MIN SHANK SIZEJ45 HIGH STRENGTH CLG. 8' FROM EACH END AND IS DBL. TOP PLATE MTS -12 6 EVER $TUP DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE, DIAGONAL BRACE TO ESE IDANY SPAN 15'-0" OR GRATER REFER TO 2X4 BT. PLATE O.C. MAX. MIN I-1/4' EMBEDMENT 0-0' TO 30'-0' (1) X -BRACE W/2-12613 6"-S" O.G. MAX. MIN HEAD SIZE .300 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON ?X4 16 O.C. MAX. " 8 ATTACHMENT GABLE X-BRACTNG SCALE: 1/2"-1'-0' OR DRIVE PIN (MIN SHANK 51ZE.145 1/8" tE:XtURE:P FINISH MIN EMBEDMENT 11/4"1 MIN EMBEDMENT 1 1/4") 4 tu $' FROM EACH END AND is, 1/16" OSE3 SHEATHING 8' FROM EACH END AND 18' 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 1/16" 0SE5 SHEATHING, MIN EMBEDMENT 11/4') 2X4 16" O.C. MAX. 8' FROM EACH END AND 1S" (WHEN OVER 16' IN HEIGHT.) O.C. MAX. MIN 1-1/4" EMBEDMENT 2X4 SOLID BLOCKING MAX. O.G. MAX. MIN 1-1/4" EMBEDMENT Q MIN. 2-12d PER BLK. EA. END ARC11WAY DETAIL 4 16 AND UP SCALE: I/2"■ I'-0" � 2 X 4 16' O.C. 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON$ (WHEN OVER 16' IN HIEGHT.) OR DRIVE PIN (MIN SHANK SIZE.145 SECURE 2X4 W/ Mfb' z 2 X 4 (WHEN OVER 16' IN HIEGHTJ MIN HEAD SIZE 300 TAPCONS OR DRIVE PIN I/4' TEMPERED MASONITE MIN EMBEDMENT 1 1/49 A U (MIN. SHANK SIZE .145 MIN._ GLUE 4 NAIL W/861 5 8 12 D.G. $' FROM EACH END AND 18' HEAP SIZE 300 MIN. IF NE EEPED. O.G. MAX. MIN 1-1/4" EEM5EDMEENT EMBEDMENT 1 Y4' W/IN +5' 2 X S (MIN 2 X 3) 2-3/16 TAPCON 4 EA. END NOT TO EXCEED BT. PLAT � 2 X SOLID 5LK'G 0 ARCH OR DRIVE PIN (MIN SHANK SIZE.145 15, O.G. MAX 0 SECURE W/2 -12d EACH END MIN HEAD SIZE .300 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ /1/16' ATTACHMENT PER MIN EMBEDMENT 1 1/4') MIN. 2-1261 PER P>LK. EA. ENP MANUFACTURER'S SPECS. 8' FROM EACH END AND IS' 055 SHEATHING MTL WDW FRAME O.C. MAX. MIN 1- 1/4' EMBEDMENT 2X4 SOLID 1/2' PLYWOOD - - • - - - DBL. TOP PLATE 2x4 Ike' O.C. MAX, SECURE 2X4 TO WOOD W/2 -12d 0 6'-8' O.C. STAGGERED SECURE 2X4 W/ 2-N&' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAP SIZE .300 MIN. EMBEDMENT 0/4' W/IN V EA. END NOT TO EXCEED 18" O.C. MAX 2X4 SOLID BLOCKING SECURE: TO SHEATHING WITH MIN. 2-1261 PEER BLK. EA. END 3 EXTERIOR ARCHWAY SCALE: 1/2" ■ 1' -0' CMU WALL ARCHWAY DETAIL 1 16" AND UNDER 1 7(b' O.S.B. ORA- PLYWOOD SHEATHING 2� 015 BLDG. FELT 3 24' WIDE 26 GA. GALVANIZED METAL FLASHING MUST ADD DM10, 36" WIDE AND AND 'MUST BE A MIN 24' WIDE METAL. Q FIBERGLASS SHINGLES P� RB TRUSS 1 1/2" CLG. 50ARD 4 TEXT. SIMPSON 8P4 2X4 DBL. TOP PLATE 0 EVERY 1/2' DRYWALL OTHER STUD T2X4 WOOD 5%05 ,016' O.C., U.N.O. ON TRUSS PLAN 2X4 CONT. 5TREE55 1r,BLOCKING MID -WALL 2X4 PT. PLATE S IMP50N ' SP4 32' O.C. MAX 1/2'X'B' A.B. 32" O.G. 1' EMBEDMENT a .. •° •'• CONC. SLAB 2 05's CONT. 1 -STORY INT. BEARING WALL SCALE: 1/2'■1'-0° NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT fNSTALL CONNECTORS. BLOCKING SECURE TO SHEATHING WITI- MIN. 2-12d PER BLK. EXTERIOR ARCHWAY EA. END WITH WINDOW SCALE. 1/2"=1'-0" /'CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRUSS, 70UBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS 0 16" O.G. MAX ' t 4 G SUiBFLOOR GLUED AND NAILED AS, PER JAILING SCHEDULE ST FLOOR STUDS TO 2ND FLOOR STUDS 51MPSON MSTA-36 6 32" O.C. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOU5 STRESS BLOCKING MID WALL 2x STUDS a 16" O.G. MAX 1/2' GYP. WL. BD. SECURE RT. PLATE TO $LAB W/ J"x9" ANCHOR BOLT W/ 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY "I' EMBED. 'MIN. SIMPSON SP4 6 32' O.G. MAX IN'T. 2 -STORY L.B.W. SCALE: 1/2"=I' *NOTE: NO GAP 6 WDW FRAME TO EXCEED 1/4' ARCHWAY DETAIL A CUTAWAY SCALE: 1/2' =I'-0° 2 X 4 (MIN 2 X 3) I-3/16 TAPCON OR DRIVE: PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 S' FROM EACH END AND 18' EXISTING 151-K,413v. O.C. MAX. MIN 1-1/4" EMBEDMENT 1/4" TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/8' TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 1/16' OSB SHEATHING MIN EMBEDMENT 11/4') 2 X 4 16' O.C. MAX. 8" FROM EACH END AND IS" (WHEN OVER 16' IN HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' 2 X 8 (MIN 2 X 3) 2-3/1(p TAPCON 16' IN HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.145 2 X SOLID 5LK'G a ARCH MIN HEAD 51ZE .300 SECURE W/2 -12d EACH END MIN EMBEDMENT 1 1/41) 8' FROM EACH END AND 15" ATTACHMENT PER O.C. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPECS. MTL WPW FRAME 1/4' TEMPERED MA3014ItE *NOTE: NO GAP a WDW FRAME GLUE k NAIL W/$d'S 6'-12' O.C. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL B CUTAWAY $GALE: I/2"■ 1' -0° ASPHALT SHINGLES OVER M 15 FELT ON 7/16' P.S.B. PRE -ENG TRUSSES OR PRE -ENG GABLE TRUSS GONV. FRAMED RAFTERS SPF STIFFBACK (SEE 5EEALD ENG. PACK FOR SIZE 4 CONNECTION) 4X 05 TRUSSES, AT O.C. (AT SHEATHING SEAMS) " O.S.B. SHEATHING OR ' � PRECAST HEAPER(M IN) CONT. 2x4 SPF RAT RUN 2 X 4 (MIN 2 X 3)1-3/1(o TAPCON SECURED W/ (2) 12d's a EACH OR DRIVE PIN (MIN SHANK 5IZE.145 TRUSS MIN HEAD SIZE 300 (2) 2x4 '"2 S.Y.P. DIAGONAL IBRACE W/ (3) WALL STUDS SCURE "i :' 12d's * EACH TRUSS (DIAGONAL MIN EMBEDMENT 1 1/49 X -BRACING t0 COVER 5-TRUSSEES (3) 12d's EACH END GYPSUM E30ARD OR 2x DOUBLE TOP PLATE: HIGH STRENGTH CLG. 8' FROM EACH END AND IS NOTE, BOARD MTS -12 6 EVER $TUP DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE, DIAGONAL BRACE TO ESE IDANY SPAN 15'-0" OR GRATER REFER TO 2X4 BT. PLATE O.C. MAX. MIN I-1/4' EMBEDMENT 0-0' TO 30'-0' (1) X -BRACE 30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE 0 CENTER AND (2) 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON DORMER 8 ATTACHMENT GABLE X-BRACTNG SCALE: 1/2"-1'-0' OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") 4 tu $' FROM EACH END AND is, O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 1/16" 0SE5 SHEATHING, MIN EMBEDMENT 11/4') 2X4 16" O.C. MAX. 8' FROM EACH END AND 1S" (WHEN OVER 16' IN HEIGHT.) O.C. MAX. MIN 1-1/4" EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ Q MIN. 2-12d PER BLK. EA. END ARC11WAY DETAIL 4 16 AND UP SCALE: I/2"■ I'-0" /'CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRUSS, 70UBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS 0 16" O.G. MAX ' t 4 G SUiBFLOOR GLUED AND NAILED AS, PER JAILING SCHEDULE ST FLOOR STUDS TO 2ND FLOOR STUDS 51MPSON MSTA-36 6 32" O.C. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOU5 STRESS BLOCKING MID WALL 2x STUDS a 16" O.G. MAX 1/2' GYP. WL. BD. SECURE RT. PLATE TO $LAB W/ J"x9" ANCHOR BOLT W/ 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY "I' EMBED. 'MIN. SIMPSON SP4 6 32' O.G. MAX IN'T. 2 -STORY L.B.W. SCALE: 1/2"=I' *NOTE: NO GAP 6 WDW FRAME TO EXCEED 1/4' ARCHWAY DETAIL A CUTAWAY SCALE: 1/2' =I'-0° 2 X 4 (MIN 2 X 3) I-3/16 TAPCON OR DRIVE: PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 S' FROM EACH END AND 18' EXISTING 151-K,413v. O.C. MAX. MIN 1-1/4" EMBEDMENT 1/4" TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/8' TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 1/16' OSB SHEATHING MIN EMBEDMENT 11/4') 2 X 4 16' O.C. MAX. 8" FROM EACH END AND IS" (WHEN OVER 16' IN HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' 2 X 8 (MIN 2 X 3) 2-3/1(p TAPCON 16' IN HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.145 2 X SOLID 5LK'G a ARCH MIN HEAD 51ZE .300 SECURE W/2 -12d EACH END MIN EMBEDMENT 1 1/41) 8' FROM EACH END AND 15" ATTACHMENT PER O.C. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPECS. MTL WPW FRAME 1/4' TEMPERED MA3014ItE *NOTE: NO GAP a WDW FRAME GLUE k NAIL W/$d'S 6'-12' O.C. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL B CUTAWAY $GALE: I/2"■ 1' -0° ASPHALT SHINGLES OVER M 15 FELT ON 7/16' P.S.B. PRE -ENG TRUSSES OR PRE -ENG GABLE TRUSS GONV. FRAMED RAFTERS SPF STIFFBACK (SEE 5EEALD ENG. PACK FOR SIZE 4 CONNECTION) 4X 05 TRUSSES, AT O.C. (AT SHEATHING SEAMS) " O.S.B. SHEATHING OR ' � COX PLYWOOD SECURED CONT. 2x4 SPF RAT RUN PER NAILING SCHEDULE SECURED W/ (2) 12d's a EACH TRUSS 2x4 BLOCKING UNDER (2) 2x4 '"2 S.Y.P. DIAGONAL IBRACE W/ (3) WALL STUDS SCURE "i :' 12d's * EACH TRUSS (DIAGONAL BETWEEN TRUSS BAYS W/ X -BRACING t0 COVER 5-TRUSSEES (3) 12d's EACH END GYPSUM E30ARD OR 2x DOUBLE TOP PLATE: HIGH STRENGTH CLG. STUDS a 1(0' O.C. NOTE, BOARD MTS -12 6 EVER $TUP DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE, DIAGONAL BRACE TO ESE IDANY SPAN 15'-0" OR GRATER REFER TO 2X4 BT. PLATE TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRU-55 REINFORCEMENT. 0-0' TO 30'-0' (1) X -BRACE 30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE 0 CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END DORMER 8 ATTACHMENT GABLE X-BRACTNG SCALE: 1/2"-1'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 1261 NAILS OR MIN. (4) 10d GUN NAILS - lx6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 1261 NAILS OR MIN. (4) 106 GUN NAILS - 2x RAFTERS Ixa NAILER SECURE t0 TRU58EE5 BELOW W/ (2) 1261 NAILS OR (3) 106 GUN NAILS A EA. TRUSS - RAFTER t0 TRUSS MT5-12 CREATE VOID FOR STRAP PENETRATION - ROOF DECKING OVER PRE -ENG TRUSSES - PRE -ENG. TRUSS - ALTERNATE CONNECTION META -24 RAFTER TO 5LK'G BETWEEN TRUSSES - CONV. F3�f�ROOF SCALE: 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1' t0 60'-0' (3) 'X' BRACE (1 'X' BRACE 6 CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) F11:3ERGLAS6 SHINGLES OVER —' M 15 FELT ON 1/16' O.S.B. (2) 2X4 02 5YP DIAGONAIL BRACE —� W/ 3-12d ea EA TRUSS ( DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA ENP TO TRUSS SPF STIFFBACK (SEE 5EALD ENG. PACK FOR SIZE 4 CONNECTION) 1/16" 035 SHEATHING USE ad NAILS At 4" o.c. EDGE 4 6" o.c. FIELD 2X4 W/ 3/8" X 5 LAG 032' O.G. MAX. OR SIMPSON ME7A-24 0 32' O.C. MAX. , SHEATHING NAILING TO BE r 6'-8' O.G. IN FIELD 4' O.CAALL EDGES W/ad NAILS P5L 2X(o SCALE: 1/2"=V-0' FINISH Q LANDING 3/4" PLYWOOp F.F. TRUSS 24' o.c. 1/2' CLG. BOARD NAIL CONT. RAT RUN TO -TRUSS W/ (2) 12d 0 EA. TRUSS 2X4 SYP RAT ADJACENT • TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16" O.C. MAX. 3/4" FL`rWOOD WITH L� 12-�' COMMONS LANDING DETAIL NAILED THRU 3/4 FINISH g) LANDING F'L'��001� INTO 3/4" 1=LYUJOOC> F.F. EACH STRINGER ' 3-2x12 SYF STRINGER D5L 2X12 ---.,� U12 TOR EAD REINF0RC-E0 LU/2X4 SFFOFLOOR JOfST W/CONT. 5EAD OF 1X8 RISER 5U5 -FLOOR APHESIVE 10" FL -400 OR SIMILAR s EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3)05 3" SCREWS e EA STRINGER, UNTHREADED SHANK TO EXTEND 5EYONP THICKNESS OF 5U5 -FLOOR 5HEATHING NOTE: STAIRS RISERS TO CONFORM 2010 12" +' 1115 UPLIFT 51MP50M HTSM20 W/10 106 TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL N 1900 UPLIFT (2) SIMPSOM HTSM20 INSTALLED ON OPPOSITE FACES CP BLOCK WALL W/10 1061 TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2' APART TRUSS ANCHOR RETROFIT N.T.S. 3(0" MIN, FINISH WINDER DETAIL IN 55 THAN 4" TY1-. :TWEEN SFINPLES NAND RAIU 1/2" DRYWALL IXIO TRIM____ -1" NOSING TYF. TO FCC (3) 1061 CUT NAILS 2R+IT=24"-25" 3/16" MAX. VARIATION IN RISERS/TREAID6 e 2X4 F.T. d ADJACENT TO EACH OTHER SLEEPER INTO >- 3/5" MAX. VARIATION IN ANY MISER/TREAD SLA' HANDRAIL CIRCULAR CROSS SECTION 1DIA. TO 5E 13/4" +-1/4" OR FROVIPE EQUIVALENT GRA5P,451L ITY �- WINPERS- MIN. (o" UJIPE Q NARROW END MIN. II" VIDTH e 12" FROM NARROW ENU 34" MIN. HANDRAIL HGT. STAIR SECTION DETAILS SCALE: A R C H IT E C T S L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 00033IIIIkk 25 SU DIV. 8c LOT: TUSCA PLACE SOUTH LOT 2030 PROJECT# 02108.004 MO DEL: "1"756 GARAGE SWING: RIGHT PAGE: MISC. DETAILS ARCHITECT: STATE OF FLORIDA NO DA�1�'Ez 08/07/12 SCALE: 1/4 =1'-0 SHEET D5 OF' N W 4 tu Q � o J z A U 4 � 0 ti SU DIV. 8c LOT: TUSCA PLACE SOUTH LOT 2030 PROJECT# 02108.004 MO DEL: "1"756 GARAGE SWING: RIGHT PAGE: MISC. DETAILS ARCHITECT: STATE OF FLORIDA NO DA�1�'Ez 08/07/12 SCALE: 1/4 =1'-0 SHEET D5 OF' ONE-PIECE VERTICAL I'M" TYPE CONTROL JOINT ATTACHED TO WIRE LATH W/WIRE TIE OR NYLON WIRE TIE (INLINE) 140 LBS TEN51L STRENGTH UL -1565, MIL -S-23190. — WIRE TIE LATH TO OUTSIDE OF APPLIANCE FLANGE Q 1' O.G. LATH SHALL NOT BE — CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4 ' THICK,.3 COAT CEMENT PLASTER WRB LAYER *2, FORTIF15ER BUILDING PAPER METAL LATH WR15 LAYF-R 01, STUCCO WRAP WOOD SHEATHING ONE VERTICAL -PIECE 1 "M" TYPE CONTROL JOINT I. FOLD INWARD * F'T. A nA FOLD I. FOLD INWARD PT. A 2. CREAM* PT- 15 3. CREAM * PT. C FOLD I. FOLD INWARD * PT. A 2. CREASE * PT. 15 () I FOLD 04 : e __1 FLANGE L WATER TIGHT REAL. FOLD, 22 SQ1 CUT. J" THICK, 3 COAT GEMENT PLASTER WRB LAYER 02, FORTIP15ER BU ILD ING PAPER WRB LAYER 01, NOTE: APPROVED BU ILD INCs WRAP I. FOLD INWARD * PT. A SHALL BE LAPPED A MINIMUM OF 2. CREASE 0 PT. Ei 6" is VERTICAL LAPS (ROLL 3. CREASE * F'T. C ENDS) 4 6' * HORIZONTAL LAPS. 4. FOLD F'T. C OVER PT. AL1 SEAMS NEEP TO BE TAPED D 'TILL F'T. C TOUCHER WITH FORT15ER SHEATHING TAPE 26OTTOM FLANGE FLANGE L WATER TIGHT REAL. FOLD, 22 SQ1 CUT. J" THICK, 3 COAT GEMENT PLASTER WRB LAYER 02, FORTIP15ER BU ILD ING PAPER WRB LAYER 01, NOTE: APPROVED BU ILD INCs WRAP X SHALL BE LAPPED A MINIMUM OF X 6" is VERTICAL LAPS (ROLL ENDS) 4 6' * HORIZONTAL LAPS. BACKING SHALL BE LAPPED NOT AL1 SEAMS NEEP TO BE TAPED LESS THAN 2" ON WALLS, THE WITH FORT15ER SHEATHING TAPE BACKING SHALL BE LAPPED SO ~ WATER WILL FLOW TO THE \ EXTERIOR. BACKING SHALL NOT f BE PLACED BETWEEN PLASTER / \ BASE (LATH) AND FLANGES OF ACCESSORIES. METAL LATH t0 METAL FLANGE CONTACT SHALL / 1' MIN. LAP* METAL LATH , BE REQUIRED TO ENSURE THAT FLANGESARE MECHANICALLY x x x 1 LOCKED TOGETHER. PER ASTM C1063 103.1 ---- -"'- IT METAL LATH Vv Z"-� WRB LAYER *1, W STUCCO WRAP b' MIN PAPER LAP BELOW ONLY / WR15 LAYER 02, FORTIFI ER� BUILDING PAPER WHERE METAL PLASTER BASE Q WITH BACKING IS USED, THE VERTICAL ANP HORIZONTAL LAP J JOINTS SHALL BE BACKING ON / BACKING AND METAL ON METAL. PER ASTM 01063 103 d I' MIN LATH q U LAP, 4' OVER ALL LAP APER LAP SCALE: VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY $HALL BE TIED BETWEEN SUPPORTS WITH 0.041$ -IN. (121 -MM) WIRE AT INTERVALS NOT MORE THAN 9' (229 -MM). A$ PER ASTM C1O63 i.8.1. �!! f NOTE - FOR REPAI? OF TEARS N�� IN WRB LAYERS, TEARS MAY BE PATCHED DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR STUCCO WRAP LAP LAYERS OF 5UILPM WRAF OVER NAILING FLANGE, STOP I $• „ WRpS IV Aeovr ... SHINGLES „� ...... ROOF/WALL SCREW FELT UNDERLAYMENT - SHINGLE ROOFING DRIP EDGE: OVERLAP 2', EXTEND Ya' I'JELOW SHEATHING, MECHANICALLY FASCIA WRAP FASTEN 12' O.G. MAk. 5xb WALL FLASHING KICK -OUT FLASHING (SEI DETAIL) WATER TIGHT SEAL (BEND OR SOLDER, DO NOT CUT) WOOD STUDS SHEATHING - BUILDING -- PAPER STUCCO 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE �® WRAP MATERIAL) OVER APPROVED HOUSE WRAP. I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE — FL45HING THICK,.3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFII3ER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING V LAP * LATH V LAP * PAPER HORIZONTAL LATH & PAPER DETAIL )CSU 5HE,4TH ING 5 L,4YER *1, .ACCO WRAP THICK, 3 COAT CEMENT ASTER 7AL LATH J= WRe 4 TAPE OVER )OF/WALL SCREED 5TE F 1 " INSTALL FASTENERS CCL STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING <5" "L"TYPE CONTINUOUS ALV. METAL FL.,45HING AIL TO ROOF DEC<, NOT ALL SHEATHING) 4P 5HINGLE - DO NOT NAI STALL WITH WOOF CEMENT 4INGLE ROOFING 5A99 �99 FLA T U�p,��wl G 6CALE: 1/2II =1� -Q>II 1�--,SIL 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE BIDE OF SELF -ADHERING MEMBRANE FLASHING STEF w`2 WRB LAYER +"I, ati IGCO WRAP 3 LAYER 02, FORTIFIBER I T LGAHAPER 6' 5ELF-ADHERING MEMBRANE 6HING OVER 4'x4' .F -ADHERING MEMBRANE 6HING OVER APPROVED .JSE WRAP. �$HING TO EXTEND ONTO PIPE. 4' SELF -ADHERING MEMBRANE 6HING OVER APPROVED USE WRAP. iSHING TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT TALL APPROVED HOUSEWRAP AIR ILTRATION BARRIER OVER _ATHIN6 ASTOMI_RIC COATING OVER STUCCO/ FINISH (SEE TYP WALL SECTION) SEDT 1 DN PER FBC Exterior lathing and iplastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C .926-1.1A. Installation of exterior lathing and framing shall comply with ASTM C 1063-11A. FIFE FENETFATION [DETAIL N.T_5, A1NA fi LAN CUJ LAY #1, STUCCO UJ ,4f') UJ L,4YE 02 (FOT1F1fR U 1 L INS A) t-IETAL LATi 4 STUCCO WOOD �4E ATS INCz X X X X W . w A R C H IT E C T S Design Group,ne. 1`y'''F1 IY. IIV IYP1Lv a�rt�rur a,+�r v. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 FP3ROJECT# iv alp LOT: A PLACE OUTH T 2036 103.004 MODEL.- "1756" ODEL-"1756" GARAGE SWING: RIGHT ]PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA JA AEWNO 720 9� J PRINT DATE: 08/07/12 SCALE: 1/4"=V -01P SHEET KAI Oil _- W W cs Q d q U E, 4 � '0 FP3ROJECT# iv alp LOT: A PLACE OUTH T 2036 103.004 MODEL.- "1756" ODEL-"1756" GARAGE SWING: RIGHT ]PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA JA AEWNO 720 9� J PRINT DATE: 08/07/12 SCALE: 1/4"=V -01P SHEET KAI Oil _- STUCCO INSTALL 6" SELF -ADHERING FINISH WOOD SHEATHING MEMBRANE FL,45NING OVER (o" SELF ADHESIVE TOP, SIDES) AND BOTTOM t`.r G,45LE-END TRUSS STUCCO LAYER *1, FLANGES OF NON-MOVABLE OYER TOE' � SIDE" �, ; c StucCO WRAP FRAME OF THE EXHAUST. 02,SEQUENCE OF FLASHING TO BE: SELF WOOD SHEATHING BURP NGEPAPER RtIFI51=R 1. BOTTOM. 2. SIDES, 3. TOP FL,45HING IUNIT B '+ WR5 LAYER 01 METAL LATH X: SET IN ED ' VENT GAP I5 t0 BE -' OF SEALANT At TOP AND STUCCO UJRAF' WOOD -I�$" TEXTuI�ED CDN$tRUCTION—FINISH � WODp X. 5IDES ONLY. SEALANT I5 TO BE FREMIANUR DRYER ': r 4 FASTEN TO WOOD STRUCTURAL TOOLED 50 ;AS TO DEFLECT VENT CAP (SET IN MEMBER a 'I" O.C. MAX WATER AWAY FROM JOINTS. CONT. SEALANTS WR5 LAYER 02,S" CMU FORTIFIr3ER ..x." E -Z BEAD ALL AROUND F' 5UILDING PAPER VENT -APPLY SEALANT ALL Yrs" TO %" MI© -WALL JOINTS AND IINTER5ECTION5 ,. ;' WEEP SCREED SEALANT APPLY SEALANT AT PERIMETER OF BACKER ROP I NON-MOVABLE FRAME AND STUCCO TOE' SIDES },. THICK, 3 COAT CEMENT ,:. `• .„ �� ON ALL SIDES, y4" CAULKING G JOINT C' �• FL ASTE R ALLAROUND •..�.. ��,£I.�,-'.'• (o" WIDE STRIP vELF ADHESIVE NC , CLEAN MASONRY BEFORE APPLYING Dpp�Epp VENT (BLOCK) TO la" MI-w'4LLPER FBC Exterior lathing and plastering I Exterior use of portland cement plaster WEEP, 5GREED $2 TEXTURED BACKER ROD shall comply with the application _ � FIN13H ID MASONRY I requirements of ASTM C 926-11A. !::1: i �," SELF-ADHESIVE HORIZONTAL WEEP SCREED Installation of exterior lathing and framing I shall comply with ASTM C 1063-11A. QUILL INCA PAPERI Y FLASHING ( FRAME TO BLOCK) �: .. OVER "QUICK �I t. WOOD FRAMED WRB LAYER 01, �I ..„ FL,45H° I 4 WALL WRAP �I : HOODED VENT ' THICK 3 COAT CEMENT - — HORIZONTAL WEEP SCREED L PLASTER F'IF'E THROUGH / I•(FRAME TO FRAME) METAL LATH WALL DR741N,4SE FL.,4NE (WF'5 WR5 LAYER 02, FORTIFIBER BUILDING PA'i=ER ��u��0 ��'� WOOD SHEATHING — OR5 L A%Tr ER #2 (FORTIF15ER �A D RYE R VENT (FRAME) "QUICK FLASH" CSA 51JILDING FAFER) (INSTALL PER MANUF. sFECs.� 1�iETAL LATH x x x x all 700, BU ILD INCA PAPER c...a' TUGGO .r. A -0., . ad •; UNDER "QUICK FLASH" WR5 LAVER *I, CLIC OPENING IN STUCCO WRAP WOOD 5HE,4THINCA APPROVED HOUSEWRAP FOR 5OX INSTALLATION STENT PENETRATION ' SELF-,4DHL. ESI�E �,4aHINC� CUT X�, INTO WR5 LAYER 01, N SELF -ADHERING .:• ..:.,::.. ::: `:.:;::':::::.:. SCALE: N.T.5, STUCCO WRAF' MEMBRANE FLASHING APPLY SELF -ADHERING WOOD �aHE,4Tl-IINC Mr=MBRANE FLASHING OVER BOX AND OVER APPROVED WR5 LAYER �1 &TEF #I5TEF #2- AFFROVED HOUSEWRAP WR5 LAYER 01, BELOW STUCCO WRAP ELEG. METER FIELD VERIFY LOCATION CUT SUCH THAT APPL"r &0 MIN SELF-A©HERING ELEC. METER FIELD NO MEM5RANE C -RADE "D" FELT MEMBRANE FLASHING VERIFY LOCATION ENTERS aOx, _ OVER APPLY STUCCO SCRATCH GOAT APPLY to FADE SELF -ADHERING EDGE FLASHING OVER AND ONE (1) L,4YEFR OF FA1NT 41 ROVED FRIOR TO INSTALL INCA 'ELEC. H©USEWRAP METER WR5 LAYER 02, FORTIFI5ER CAVITY TO 5E FILLED BUILD INCA PAPER WITH RIGID POLYMERIC TF_ 5TEEF 4 15OCYANOTE-POLYE3LEND FOAM ("SREAT STUFF" OR SIMILAR) AF'F'LY A 51LICON ELASTOMERIc ,AREA TO RECEIVE,45E SEAL,4NT AT POINT STUCCO/ C.V. COATING OYER STUCCO 5CRATCH GOAT THAT ELEC. WIRE PENETRATES (SEE TYR GAL (WALL 4 1 COAT OF FAINT W/5,40K- APPLY E -z BEAD . O.O . ° . ° ROLL iRIOR TO OVER 60 MIN ° • ° • ° • ° SECTION . O O :. ELEC. METE? IN5T,4LL,4TION GRADE "D ° o � ° :�•�:� METAL LATH FELT -PROVIDE O SEALANT AT ALL • ° ° JOINTS ANP • ° ° O • O INTERSECTIONS ' °° • 00;0%0 • O FiROVIDE STUCCO 5GRATGH ; GOAT L,4RGER TH,4N THE ELEG. METER CAN OR METER C,4N COM50 OR METER C,4N ,4N[D DISCONNECT 6TEF STEF ELECTRICAL CONDUIT PENETRATION ELECTRICAL RECEPTACLE A R C H I T E C T S Design G rO u P Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd esi gn g ro u p. co m AA #: 0003325 P w w o O q U ti 61 q � Z v x S LTH DI_V. —8�e ]LOT: TUSCA PLACE SOUTH LOT 2030 PROJECT# 02103.004 MODEL: "1750" GARE N0: RIGHT PAGE: WALL ASSEMBLY DETAILS ARCHITECT, STATE OF FLORIDA �'UkF^ � � ke0 n l•. PRINT DA'T'E: 0 8 0'7 /12 SCALE: 1/4)$=10-010 SHEET W AS OFA �- —COLUMN SHEATHING LhuhND .. - WEATHER RESISTIVE 3" X 3' 2h GA. GALV- BARRIER *1 WOOD SI-IEATHINCa FINISH LA'S'ER (2 LAYER METAL DRIP EDGE .� I SET IN FULL BED OF � PEEL 4 STICK) i I ! WEATHER RESISTIVE f _ _ BARRIER *2 DRA INAG FL=AN ( UJ ro ° PEEL , SEALANT, Y" MIN. _ I" STICK -e DRIP SPACE FROM DRIP /� �, � 5.A.F. �� ,�' 1, 5TU�CO UJRAF) WOOD WRB LAYER *1, EDGE TO FACE' TO TREX / I ! PEEL STICK CONSTRUCTION STUCCO WRAP DECK \1 I 1 X2'x3" "L' FLASHING UA5 L_2 «DBT " HAT CHANNEL FO / .-►� -- - - - - - I; .:: A/," " WRB LAYER *2, RTIFfBER 1 I :' FULLY O©F CE MEDDED /�MENT U I L<D FA INCA F R) W/ /a TYPE x DRYWALL I. BUILDING PAPER s 4 I y4" G P FOR 5NT KER 1 Y2" X 3" 2(o GA. GALV. X X X X j` 1 Y X1 /4 P.T. OR SIMULATED ' METAL DRIP EDGE �"jET,L L L AT� t WOOD (TREX) FILLER,`st VINYL CASING BEAD Y¢' GAP FOR BACKER SET IN FULL BED OF WOOD SHEATHING " THICK, 3 COAT CEMENT CONTINUOUS SEALANT, �' MIN. 1 PLASTER ROD SEALANT w •.. SPACE FROM DRIP �j�1,1(�,(,� ° WATER PROOFING let WEATHER RESISTIVE d WRB LAYER *1, ' f BARRIER *1 I':'' FACE TO TREX WEATHER RE515TIVE STUCCO WRAP � \ LAYER (2 LAYER PEEL � � t; �a�; i � 1 • / 1 'BARRIER *1 STICK) WRAPPED FROM;:? _ WEST}-IER RESISTfVE VINYL CASING BEAD 1 I ,' " THICK, 3 GOAT GEMENT BALCONY DECK TO Cd,,n,r,,•u��a, BARRIER *2 `` I , s WEATHER RESISTIVE UJ �+ I I APAWF CI.AWTY ` 1 "•''' r• BARRIER *2 WOOD 6HEATH INC-; PLASTER / \ CANTILEVER 1 WATER PROOFING 1st 1 I::::•`;: I�.; AM&(e-WFWG-150 CUSTOM CASING BEAD �o" PEEL STICK 1FEEL EXTERIOR COLUMN /'� LAYER l2 LAYER . .�T$ �4La ,.•`{A WRB LAYER *1, DRIP EDGE TO DECK t PECK MEMBRANE, 4 STICK) APARr MR CLARMY \ COLUMN SHEATHING STUCCO WRAP SUB FLOOR EXPEND OVER DRIP OJEL-F-,4DHE51V FL A54 41NC-s .:.• : \ _ ED E S.A.F. ®® 3" X 3" 2fo GA. GALV. PEEL E STICK WRB LAYER *2, FORTIFIBER METAL DRIP EDGE \� I X2'x3" "L' FLASHING — �15ET IN FULL BED OF �r I f FULLY EMBEDDED IN ,�, •�;'�BUILDING PAPER ------------- — --- SUB FLOOR ,�,,a��._ ROOF CEMENT SEALANT, V" MIN. ®® GABLE END TRUSS 1 Y XI /4P.T. OR 5IMULATED I / vll I \ `` WOOD (TREX) FILLER, SPACE FROM DRIP I .� 1 . y �/ FACE TO TREX ` l I y X 3 2� GA. GALV. {F �..� CONTINUOUS -----_...---- - METAL DRIP EDGE SET IN FULL BED OF t VINYL CASING BEAD WEATHER RESISTIVE Y4" GAP FOR BACKER n n `';'-y''•.,.'''''ti'`•.:.:`�."i',% I ; �" SELF -ADHERE ING I I Y2 X1 Y2 P.T. OR SIMULATED I BARRIER 1 ' ROD 4 SEALANT WATER PROOFING lat SEALANT, V MIN. FLASHING WRAPPED I WOOD (TREX) FILLER, WEATHER RESISTIVE WRB LAYER *1, FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 SPACE FROM DRIP 3/4 RESILIENT I` 40 CORNER OF CANTILEVER CONTINUOUS I STUCCO WRAP -�t 1/g" ` STICK) WRAPPED FROM /FACE t0 TREX HAT CHANNEL BARRIER *2 / PEEL 4 STICK) I -• 3/4 RESILIENT I ; BALCONY DECK TO Y4' GAP FOR SEALANT I .--` VINYL CASING BEAD AMIGO AMroh-WFWC-ASO SIN /g" AMICO AM&&-WFWC--I5o HAT CHANNEL I CANTILEVER PPT. BACKER ROD. I WATER PROOFING 1st VINYL CASING BEAD CUSTOM CASING 515Al2 \ G,4f= CUSTOM CASING BEAD VINYL CASING BEAD I i " THICK, 3 COAT GEMENT MODIFIED SO I I : ° THICK, 3 COAT CEMENT (W/OPT. WEEPS) I M PLASTER LAYER l2 LAYER PEEL PLASTER y 1 Ir.. DO NOT CAULK OR METAL LATH 3/4 RESILIENT SLICK) WRAPPED FROM SEAL GAP I f HATCHANNEL I BALCONY DECK TO 5/8" TYPE 'X" DRYWALL METAL LATH WOOD SHEATHING CANTILEVER 1. 5/5' TYPE "X" DRYWALL I p" VINYL CASING BEAD I W/TEXTURED PAINTED j, WOOD SHEATHING W/TEXTURED 4 PAINTED I WEATHER RESISTIVE 1 !.' FINISH BARKER 1 I ' : PLASTERS GOAT GEMENT FfNISH I; (2) 2x12 HEADER WEATHER RESISTIVE" THICK, 3 GOAL CEMENT 1 ; 1 -HOUR CASING J" THICK, 3 COAT CEMENT BARRIER *2 5/5" TYPE "X" DRYWALL I METAL LATH PLASTER VINYL SOLID WIDE -FLANGE I s i BEAD DTL. C' CANT. PLASTER CASING BEAD W/TEXTURED 4 PAINTED WOOD SHEATHING Ir' 1®A VINYL SOLID WIDE -FLANGE VINYL CORNER BEAD DO NOT CAULK OR FINISH ry r• VINYL CORNER BEAD F SCALE: 1 V2 =1 -sa VINYL 50LID WIDE -FLANGE I; � CASING BEAD VINYL CASfNG BEAD SE'�'"I- Cs,4P �" CHICK, 3 COAT GEMENT PLASTER CASING BEAD I DO NOT CAULK OR VINYL CASING HEAD —�' DO NOT CAULK OR 1 -HOUR BALCONY DRIP VINYL CORNER BEAD SEAL GAP SEAL GAP 11A EDGE INSTALLATION VINYL CASING BEAD 1 -HOUR DRIP EDGE 1 -HOUR BALCONY DRIP 11D INSTALLATION C6) GABLE 11C EDGE INSTALLATION @) COLUMN SCALE: NT5 WOOD SHEATHING 2x FRAMING MEI, 5ER Cl„IU WRB LAYER *1, THICK, 3 COAT CEMENT STUGco WRAF PL,45TER WOOD 5HE,4THING „ BLAYER 02, BUILD NG PAPER RTIFIBER 2 1/2 I I WR5 LATER 01, `N 2 1/2" CORNER 5EA4D CORNER �3E,4D MFTAL LATH ' ` I r. I STUCCO WRAP F,45TENED TO S+�E�4T+-ZINC (F,45TENER 4 5f'',4C INC- -1 O.C. R __ ,.. 4. i �� 'y WRB L.,4,rER BER �`:,�;:, • . •y.:..:: O.C. 1„114X. cv THICK, 3 COAT CEMENT I #2, FOT11=1 PLASTER i 5U ILD INCA PAPER .: (o "SELF -ADHERING `; rl I METAL LATH FL -45H INCA �. (EXPLODED THICK, 3 COAT CEMENT WR5 LA r'ER 01, I VIEW FOR PL,45TER 5TUCC0 WRAP � I CLARITY) DRIP GAS UJC>OD 5I'--1E,4T14ING " E/8" THICK, 3 COAT CEMr=-NT ' PL,45TER ,4PP'LIED \� `, 3 DIRECTLY TO 1° A&0NRi �- .'.�. 1"IET,4L LATH WINDOW FLANGE ------------ \/I— WR5 LAYER #2, FORTIF15ER WReL YER *1, �3U 1 LD [Ne PAPE- R STUGG WRAP � , WRB LAYER *2, FORTIFIBER I \ BUILDING PAPER CORN]E� BEAD BLOCK CORNER BEAD � ]�"RAME 14-D ' I A METAL LATH " THICK, 3 GOAT CEMENT � 1 PLASTER _ (o 115ELF-ADI-4ERING • :, FL 45H INCA DRIP C14F WINDOW FLANGE 15B CASING BEAD Cab WINDOW ]FRAME, NO BA A R C H I T E C TS 1441 N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-774-4078 www.abdesigngroup.cor AA #: 0003325 ti W � -1 0 � Z 0 q U h 4 � � Su119113lly & LOT: TUSCA PLACE SOUTH LOT 2038 PROJECT# 02108.004 MODEL: )� 1756 GARAGE S"WING- RIGHT PAGE - WALL ASSEMBLY DETAILS ARCHITECT, NATE OF FLORIDA U e DATE: 08 07 12 SCALE: 1/4"=1'-0" SHEET WA 0�� - WOOD SNEATNING Y4' SAP T'I'P THICK, 3 GOAT CEMENT CASING 5EAP PLASTER " T1-IICK,, 3 COAT CEMENT WR1:3 LA"1'ER *1, TO TRIM METAL L,4TN PLASTER 1X TRIM MEMF3EiR SEALANT STUCCO WRAP FOOD T INC STUCCO TO METAL LATH 4 SIDING TRAN51TION WRE3 LATER *2, FORTIF15ER „ BUILDING PAPER WRB L,4''I'ER *2, FORTIF15ER ,f SIDING; ..'<.., •. �4. 'b .. �< •. .•. a: BUILDING PAPEiR # WOUD BNEATNING WI ' 5 L,4 I E I 1, •• ' y• •:;r. ;;s�{.:r'.,..:t..„.. , �y; �..r';' .a• .• Xp �E^-i�: ic'1;. v' {°4 .. •._II 5TUCCO WRAP , :x;.:; ,;... • ...::I° : • •:. a '• •�1F V. 7ti ::r MET,4L L,4TN;.:;�+.r'.; .,+�rs+3:,, ,;. :' , : " WINDOW FRAME WRP LAYER 02, FORTIF15ER THICK, 3 COAT CEMENT' j I I WR5 LAVER #2, FORTIFI5ER UILi:ING PAPER; ., WRB LATER *1, WRB LAYER *1 PLASTER I I �U ILD INC i=',4' 5TUCCO R P STUCCO WR14F (o "SELF -ADHERING I METAL. LATH E -Z PEAR VINYL CASING FLASKING �`� CASING PEACE (W//a" FLEXI3LE PVG,4CKEi� ROD) - (EXPLODED THICK, 3 C0,4T GEMENT „ VIN�I'AL ANGLED / � SELF-ADKER'EING CASING PEAR, ,1 VIEW FOR �'L�4�TEi �- CLARITY)FLASKING OR PEEL 4 STICK,AIV ` SIDING TO STUCCO WR5 LA'T'ER #1, STUCCO WRAP, WRAPPED AROUND FRAMING DRIP CAP -_0 CASING BEAD MEMSEIR 10 (0" 5ELF ADHESIVE FL,45KING WINDOW FLANGE W*RB L,4YER 1, �..,;•:,� (CROSS SECTION) STUCC© WR,4P: WOOD 5KEATKING 41 VIN`'I'AL ANGLED 2X FRAMING CASING BEAD MEM3ER DETAIL BELOW EXPLODED \ \ WOOD CONSTRUCTION WRB L4YER *2, FORTIF15ER ; ?'j BEYOND I F (� CLARITY BUILDING PAPER I 1 WOOD SHEATHING , WEATHER RESISTIVE I METAL LATH a'.:.4WEATHER I .•: '.., I I BARRIER RESISTIVE THICK, 3 COAT CEMENT �;':.;�';"`'•$' X �y�' LAP SIDING i �'� i \ h' SELF -ADHERING PLASTER ' '" w '=' I RI=v�AI / J i FLASHING " `\ 6'SELFI ! WEATHER RESISTIVE Yi}" GAP T`'I�P THICK, 3 Gt'.�AT GEMENT F "SELF -ADHERING "• ;:: `•'•,; I 1 = BARRIER i PLASTER FLASKING CASING 1~3EAD ."''°'`.'' ;L STARTER STRIP WEATHER RESISTIVE , o BARRIER 02 SEALANT TO WINDOW MET,4L L,4Ta-I '•' `�' .''I • 6' SELF -ADHERING SEAL OPENING DO NOT CAULK OR `.•' i'� FLASHING DRIF C�� • ~ - .- I' e --� - GALV'D METAL WR'B LA"'r•'ER #2 FORTIF15ER GALV'D METAL "'f 'Z' FLASHING WINDOW FLANGE 'z" FLASHING DO NOT CAULK OR PUILDING PAPE' 1)/41 X b" SIMULATED t SEAL OPENINGWINDOW FRAMECASING BEAD I N D O W WOOD TRIM MEMBER : a �''- � WOOD SHEATHING STUCCO CASING: 4 ••o r.'._____T•o. a (FRAME, /BAND) BEAD / 1 y4' X SIMULATED. :.v .. 1 5C y; wDOD TRIM MEMBER °s 4 SEAL GAP W/CAULKING OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO WRP LAYER #1, STUCCO WRAF CD BLOCK TO FRAME U,JOOD 5I-4EATkNG TRANS (TIO N 66" WIDE PEEL 4 STICK. OVER FLANGE WINDOW FLANGE MET,4L L,4TI4 E -Z 5EAD VIN'Y'L CASING 2X FRAMING (W/3/a" FLEX15LE PVC PACKER ROE;)) UJR5 L,4"I`EfR #1, -- MEMPER *APPL`'I' FULL 5ED OF SEALANT PETWEEN 5TUCCO WfR,4E' WOOD 5�4ATS 1NG FLANGE 4 3UILIDING WRAP PU ILD ING UJR� L,4,I'ER #2, FORTIFIBER WRAP WOOD CONSTRUCTION F',� PE 6' SELF -ADHERING ' _ k 15EYOND FLASHING t WOOD SHEATHING " THICK, 3 G0,4T GEMENT I I I 5TUCCO UJ ,4f= STARRIER RESISTIVE % WEATHER RESISTIVE BARRIER *1 t0 LAP WINDOW PL,45TERWEATHER RESISTIVE � �' MIN. ABovE TOP BARRIER +'2 I OI= "z' >=LASHING EZ BEAD C IWR L. A� *12 / FORT I F 1 Imo. U,Ibb REAAL P SIDING i / I - I ij �� - WEATHER RESISTIVE " I SELF -ADHERING 1 BARRIER »i VIN�L ANGLED I FLASHING z WEATHER RESISTIVE G,45ING 5EAD : ,<•;'' I I / ii \ / BARRIER *2 �T A LLATH STARTER STRIP i A LvID VINYLC,45ING 5EAD DO NOT CAULK OR .Z" METAL tI I p� 2 -� I - SEAL OPENING DO NOT CAULK OR L. O E� I I 114 1 C K� �% 0 I I S I \ SEAL L OPEN f NG L� END r'. E P GALVO METALWEATHER VIEW FOR I L- � Z FLA54NG ~ BARR ER RESISTIVE O LAP 1 Y4" X & SIMULATED 6" MIN• ABOVE TOP GL.ARIT`1') WOOD TRfM MEMBER OF = FLASHING DRAIN,4GE PLANE (WR5 E -i PEAR VINYL CASING I VX (o' SIMULATED L,,4`T ESR #1, 5TUCCO U,JR,4P) (W/3/61 FLEXIBLE PvC ! \ LU60D TRIM MEMBER BACKER ROD) ! ISELF 61 SELF -ADHERING I .... i FLASHfNG DHERfNG (,f R5 ,L,4�T EfR 012 (FORTIF15ER ...... -- -- �' FLASHING i ! 5UILL7ING'G PAPER) Ye" ! SEAL GAP W/CAULKING THICK 3 COAT CEMENT i-LASTER OR APPROVED SEALANT WEATHER RESISTIVE ',� WEATHER RESISTIVE 1"lET,L�L LATH X X X X BARRIER *1 BARRIER *1 C%� I NG � E � C� R I EI D WEATHER RESISTIVE (W/ BEAD VINYL CASING 1� JL V BARRIER *1 CW/3/e'FLEXIBLE PvC STUCCO . j.. .'° ".: • ` :• '.� •. BACKER ROD) (FAMESIDING TO STUCCO WEATHER RESISTIVE 7A [F -))AND BARRIER 02 UJOOD 5HE,4THING �� I I� @ FRAME TO FRAME 6CALE: 1 1/2 =1 -0 19 B TRANSITION SELF-ADHE51VE FLASHING - - - - - - ARCH ITECTS Design Group,nc. 1441 N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd es i gn grou p. co r AA #: 0003325 oLz 8 SU19DIV. & LOT: TUSCA PLACE SOUTH LOT 2030 PROJECT# 02103.004 MODEL: "1750" GARAGE SWING: RIGHT PACE: WALL ASSEMBLY DETAILS ARGHITEGT� NATE OF FLORDA {., ,aW'. D _ 08/07/12 ALE: 1/4"-1'-0" SHEET WA4 A w w w � n � Q � z d q U 4 � oLz 8 SU19DIV. & LOT: TUSCA PLACE SOUTH LOT 2030 PROJECT# 02103.004 MODEL: "1750" GARAGE SWING: RIGHT PACE: WALL ASSEMBLY DETAILS ARGHITEGT� NATE OF FLORDA {., ,aW'. D _ 08/07/12 ALE: 1/4"-1'-0" SHEET WA4 A CUT HOUSEWRAF AT 456 ANGLE MODIFIED 'I" CU' IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOL OVER SHEATHIN WD STUD WALL INSTALL (o" SELF-ADHE FLASHING C NAILING FL, JAMBS EXTEND FL I" BELOW 5 FLEXIBLE f DO NOT SE FIN rL.. EMPORARILY OLD -UP i SEC IOUSEWRAP (01 UCK FLAP UND t HEAD FOLD HOUSEWf IN AT JAMBS d SLOPE: SILL R, yam.,-/ _u_ JL V NSTALL &" SELF-ADHE LASHING C ,VINYL HEAL =LASHING ( BAMS) NAZI, =LANGE EXTEND SELF-ADHE =LASHING 1' 5EYOND Jr =LASHING NSTALL Vlr "'AP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP A5 TI - FLASHING AT THE FOLD HOUSE DOWN 4 TAPI DIAGONAL C ACROSS HE> WINDOW %PPLY -/a' NOM. ,ONTINUOUS I5EAD )F SEALANT AT AMBS AND HEAD or APPLY TO BACK OF JINDOW NAILING :LANGE IN LINE W/ PRE -PUNCHED 40LE5 OR SLOTS. 1IDE ADHESIVE - '-XIBLE: FLASHING VER DRIP CAP ECTO-WRAP EQU I v) WIWDOW FLASHIN%fl___�' INSTALLATION DETaILs F U L L WfR' I A If' -D 12� SCALE: NTS STEP 4 �IYM�47 INSTALL WINDOW PLUMB, LE VEL AND SQUARE PE MANUFACTURER° WRITTEN INSTRUCTIONS —APPLY MEMBRANE FLASHING OVER JOINT NOTE:; I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY 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 COMPATIBLE. CLEAN AND SEAL JAMS TO SILL JOINTS WITH DOW IISS FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME 81-40WN SMALL 5E IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE. SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H I T E C T S Design Group,„�. 1441 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W w w 4 c O Z � Q q u A 4) SU113MV. & IAT: TUSCA PLACE SOUTH LOT 2036 PROZECT# 02108.004 MODEL.- )) 1756 ODEL:"1758 GJAMAGE SWING: RIGHT PAGE -0 WALL ASSEMBLY DETAILS: WINDOW FLASHING ARCHITECT - STATE OF FLORIDA A 02 DATE: 08/07/12 SCALE: SHEET WA OF 41