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2252 Tulip Valley Pt 12-1162 (a)• 9 � 2 6d 00 G � FOR: �w1w�w,o CL'Vf bul & u 160 com CBC1252212 5850 T. G. LEE BI VC>. SUITE 600 ORLANDO, FL 32822 Teb (407)850-5200 Fax: (407) 850-5300 • STATE OF FLORIDA DESIGN CRITERIA: ABOVE LAV. LAVATORY CERTIFIED BUILDING CONTRACTOR: . FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABv. ADJUSTABLE W/2000 SUPPLEMENT ADL ALTERNATE • 2007 FLORIDA FIRE PREVENTION CODE ALT. . D.R. NORTON HOMES *NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION B' 5850 T.G. LEE BLVD. SUITE 600 •ALL LOCAL AND STATE CODES CL CAB. ORLANDO, FL, 32822 MTD. CLO. . TEL: (407) 850-5200 MTL. GONG. GPT. FAX'. (407) 850-5300 .00CUPANCY - RESIDENTIAL, GROUP R3 C.T. D. CLEAR, • CONSTRUCTION TYPE - VB DBL. D.G. CONCRETE • MIN. INTERIOR FINISH - CLASS B DIA. CARPET • BASIC WIND SPEED - 1201 MPH (M/S) DISP. CERAMIC TILE • 1 -STORY RESIDENCE - DP. DRYER • STATE OF FLORIDA •2 -STORY RESIDENCE. - MAX. HEIGHT AS PER Ds: DTL. PLYWD. LOCAL AND STATE CODES DUAL GLAZED PROFESSIONAL ARCHITECT: D.W. EA_ SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 JAMES CANTWELL. USED FOR DESIGN INCLUDE: ELEV, EXH. R. CONCRETE MASONRY RESIDENTIAL DISPOSAL AR NO. 12079 • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT' F.GJFX . R.A.G. • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G. A.B. DESIGN GROUP, INC. FIN. FLR. SQ.FT. CALL. S 1441 NORTH RONALD REAGAN BLVD.FLUOR. FR. DR. LIVING (IST.) >04-� 5Q. FT. LONGWOOD, FLORIDA 32750 LIVINGl2ND.) ELEV. ",4" 112 SQ. PT, FTG. GA. Tel: (40'7) "7"74-1078 LIVING (2ND.) ELEV. "S,G,D E" 1152 5Q, FT. GAILDISP. G.F.I. Fax: (407) 7"74-4078 SMOKE DETECTOR ELEVATION S.H. TOTAL LIVING ELEV. "A" 2219 SQ, FT, GL. GYP. BD. SHT, TOTAL LIVING ELEV. "5,G,D4E" 2199 5Q. FT. Po ch 50. FT, GARAGE 405 5Q. FT. _ H.B. xc. HOTR, OR HT INSUL. INT. PLAN REVIEW DATE CHECKED BY: TOTAL ELEV. "A" 2680 SQ. PT. TOTAL ELEV. "5,C,U 4E" 2660 SQ. FT, PATIO 35 SQ. FT, OPT. COV. PATIO 168 50. FT. ABBREVIATIONS DATE 10106110 ABOVE LAV. LAVATORY AIR CONDITIONING LOM. LUMINOUS ADJUSTABLE M.C. MEDICINE CABINET ALTERNATE MFR. MANUFACTURER AMPERAGE MIN, MUgD IUM BOARD M.T. METAL THRESHOLD CENTER LINE MTD. MOUNTED CABINET MTL. METAL CEILING N.T.S. NOT TO SCALE CLEAR, O.C. ON CENTER CONCRETE PL PROPERTY LINE CARPET P.B. PUSHBUTTON CERAMIC TILE PH. PHONE DRYER PLT. PLATE DOUBLE PLYWD. PLYWOOD DUAL GLAZED PR. PAIR DIAMETER P.T, PRESSURE TREATED DIMENSION R. RISER DISPOSAL RAD. RADIUS DEEP R.A.G. RETURN AIR GRILL DOOR REF. REFRIGERATOR DOWNSPOUT RM, ROOM DETAIL R.O. ROUGH OPENING DISHWASHER S.G. SOLID CORE EXT DR EACH S.D. SMOKE DETECTOR ELEVATION S.H. SINGLE HUNG EQUAL SHT, SHEET EXHAUST SHTHG. SHEATHING EXTERIOR SHWR, SHOWER FL MD GLASS SIM, SM11LAR FUEL GAS SL. SLIDING FINISH SL. GL. SLIDING GLASS FLOOR STD. STANDARD FLUORESCENT SWS SHEAR WALL FRENCH DOOR SECTION FOOTING TEMP. TEMPERED GLASS GAUGE THIS. THICK GARBAGE DISPOSAL T.O.C. TOP OF CURB GROUND -FAULT CIRCUIT T.Q.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 WIH WATER HEATER W.I. WROUGHT IRON REVISIONS REV. 1 DATE 10106110 DESCRIPTION CONTROL 1::),4TE 2 10/26/10 CONSTRUCTION DOGS GOMI�LETED 3 12/21/10 5v SET5 RE-1556ED 03/29/11 2011 FRAMEWALK REVI51ON5 GOMIfLETED 05/09/11 CONTROL D,4TE A 05/12/11 5T,41NDARDIZED 5OUTHERN ENGINEERING Zt 05/25/11 ,ODD NEW MEC;H,4NICAL L,41'OUT 0(oI07III ADD NEW NEW TRU55 ENCS. FROM 4GCU5FAN. 0�/16/11 5,4UJ GRA55 5AT ELEV,4TION5 "D" 4 "E" 07/12/11 ,4DD NEW NEW TRU55 ENCS. FROM ACGU5FAN, ",4,540 11 0-f/13/il ODD NEW NEW TRU55 ENG, FROM FIROE�U ILD 11,4/5 4C OS/11/11 F'R051,IILD TRUSS ENCS. FOR ELEV. "D" 4 "E" 12/lea/11 REMOVED AND UPDATED 4X 1=OST5 ON 5HT. 2 01/04/11 5TAND,4RDIZED HV,4G LATOUT __ n 01/20/12 ,4f=f=LIEC) UUALL ,455EM5LT DETAILS TO F'L,4N INDEX OF DRAWINGS SHEET # DESCRIPTION PG C1—COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG 1A—DOWEL PLAN PG 1B—LINTEL SCHEDULE—(CAST—CRETE) PG 1B.1—LINTEL SCHEDULE—(WEKIWA) PG 1C—WIND LOAD CALCULATIONS PG 2 —FIRST FLOOR PLAN PG 3e—SECOND FLOOR PLAN PG 4B—FRONT & REAR ELEVATION "B" PG 5B—LEFT & RIGHT ELEVATION "B" PG 5B.1—WALL ASSEMBLY DETAILS "B" PG 6BC—FIRST FLOOR FRAMING PLAN ELEVATION "B" PG 7BC—SECOND FLOOR FRAMING PLAN ELEVATION B PG 8—ELECTRICAL PLAN PG 9—ELECTRICAL PLAN PG 10—FIRST & SECOND FLOOR MECHANICAL PLANS PG 11—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 WAi—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS R I A(:�p 1 A R C H I T E C T S Design roup GInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ti w WLu p tu d z 4 dl E~ eL�Pz SU3131DIV. & 1.0T: TUSCA PLACE NORTH LOT X10 PROJECT# 1664.054 MODEL.: 2.200 GARAGE SWING-. LEFT PAGE: COVER PAGE mmmooe ARCHITECT: STATE OF FLORIDA PRINT DATE: 03/06/12 SCALE: 1/4)$=l)—O$$] SHEET I O F'F� 9 LLT GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS, A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 ii. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301,2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 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 518 -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'/2-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. 4 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAW/ 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. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/" 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOk/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN 1/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/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, AGI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3-0".FRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25" 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/11 D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA- THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE STRESS RATED LUMBER, UNO. Fb = 1,500 PSI Fv = 175 PSI E = 1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 518" OSB EXPOSURE -1 OR 112" CDX PLYWOOD. 112" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO V360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240, 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, %" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 311.2. #0 A R C H IT E C TS Design Group,nc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBi]IV. & LOT: TUSCA PLACE NORTH LOT #10 PROJECT# 1664.054 MODEL;. )'2200" GARAGE SWING: LEFT PAGE: GENERAL' NOTES ARCHITECT: STATE OF FLORIDA J !/AR NOS"- J PRINT DATE: 03/06/12 SCALE: SHEET r� 9 G N -- - 22'-3" 24"X24"X12" GONG. PAD W/3-05 BARS E.W. (ON CHAIR) MIN. 3" COVER — (2 T'I'P.) �` } 1d' -n" COVEIAODE. PATIO 34' - m" 14'-10" -I'-0" 1�1-311 t— ;;, - 21 LUIL t, ■ 12'-5° TO ISLAND 4'-0" im'-(o" N f- RANGr=0 E . — T. I f,; I L_ - - -1 • L D10 ( 24"44"x12" GONG. FTG, W/3 115 D1 ■ f3'-0" "` REBAR EA. WAY -4° ON GHAIR5 MIN. _ _5 I/2" _ 13 3" COVER r w j) LAY. D1 UL o -4" �W.G) 41-311 4' _ ■ *3 1/2 " (0 411 tuu GONG. 4 (LiX SLAB D1 1 ■ ■ o -- ■ 30"x3o,x12" 3(o"x36"xl(o" GONG. FTGs. W/3 *t° GONG. FTG. W/4 05 REBAR E14. W14Y REBAR EA. WAY ON CHAIRS MIN. ON CHAIRS MIN. 3" COVER 3" COVER ■ a �-! 1/2" � J 201-011 NOTE: A/C LINES FfROM AIR HANFDLER UNIT TO CONDENSOfR TO 5E RAN IN ATTIC. r�\ `CONDI ■ ■ ■ ■ 13 4 pl Dl 24"x24"x12" GONG. �p FTG, W/3 05 REBAR EA. WAY ON CHAIRS MIN. 3" COVER (2 TYP.) 0. A RCHITECT'S Design Group Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 -j ti Owl I I 4 1 4" 1 — GONG. w =1= 5LAk3 — EXTENP 13 SLAB 1112 10 13 " D1 DI w DI E 1 4" GONG, RE INF. W/ &'xb - #10 WWM D1 I OR F15ERME5H ON (o -MIL POLY ■ 1 ETHYLENE VAPOR BARRIER ON t / IWELL-COMPACTED CLEAN FILL r J'-0" ELEV. TERMITE TREATMENT SHALL BE O I FIN. GONG. SLAB BORA-CAREn —7 - 12'-5° s T ...- CONC. FTC. W/4 05 ■ REBAR EA, WAY ON GHAIRS MIN. 3" COVER I Lim13 pW fiv D1 ISLAND z I" PVC CHA5E II z t, ■ 12'-5° TO ISLAND 4'-0" im'-(o" N f- RANGr=0 E . — T. I f,; I L_ - - -1 • L D10 ( 24"44"x12" GONG. FTG, W/3 115 D1 ■ f3'-0" "` REBAR EA. WAY -4° ON GHAIR5 MIN. _ _5 I/2" _ 13 3" COVER r w j) LAY. D1 UL o -4" �W.G) 41-311 4' _ ■ *3 1/2 " (0 411 tuu GONG. 4 (LiX SLAB D1 1 ■ ■ o -- ■ 30"x3o,x12" 3(o"x36"xl(o" GONG. FTGs. W/3 *t° GONG. FTG. W/4 05 REBAR E14. W14Y REBAR EA. WAY ON CHAIRS MIN. ON CHAIRS MIN. 3" COVER 3" COVER ■ a �-! 1/2" � J 201-011 NOTE: A/C LINES FfROM AIR HANFDLER UNIT TO CONDENSOfR TO 5E RAN IN ATTIC. r�\ `CONDI ■ ■ ■ ■ 13 4 pl Dl 24"x24"x12" GONG. �p FTG, W/3 05 REBAR EA. WAY ON CHAIRS MIN. 3" COVER (2 TYP.) 0. A RCHITECT'S Design Group Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 -j ti w w z z 0 q d ul h m 4 � � ti SU331DIV. & LOT: TUSCA PLACE NORTH LOT X10 PROJECT# 1664.054 MOIDEL: "2200" GARAGE SWING: - LEFT PAGE: FOUNDATION PLAN ARCHITECT= STATE OF FLORIDA WIRIA LL PRINT DATE: 03/06/12 SCALE: 1/4$1=11-0$$] SHEET OF� Y w la.l w � C) m w m Q @ Q w z @ b- cv � cA � N \Ll q d1 iv 0% l � (DCOVE'RED FATIO A R C H I T E C T S 'oo'n I / Design Group inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesign grou p.com AA #: 0003325 BUBDIV. & LOT; TUSCA PLACE NORTH LOT X10 PROJECT# 1064.054 MO DEL; "2200" GARAGE SWING: LEFT PAGE; DOWEL PLAN ARCHITECT STATE OF FLORIDA MAR 0 / 2012 JAMAES CA14TWELL / NO 12079 J PRINT DATE; 03 06/12 s C ALE; 1/4"=1'-0" 1 - -A SHEET I A O3s 9 w la.l w � C) w W Q Q w z � N \Ll q d1 BUBDIV. & LOT; TUSCA PLACE NORTH LOT X10 PROJECT# 1064.054 MO DEL; "2200" GARAGE SWING: LEFT PAGE; DOWEL PLAN ARCHITECT STATE OF FLORIDA MAR 0 / 2012 JAMAES CA14TWELL / NO 12079 J PRINT DATE; 03 06/12 s C ALE; 1/4"=1'-0" 1 - -A SHEET I A O3s 9 A R C H! T E C rS Desi roup genc. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 rww.abdesigngroup.com AA #: 0003325 SuBaly. & LOT: TUSCA PLACE NORTH LOT #10 PRROJECT# 1664.054- MODEL.- 2200 ODEL:2200 GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (CAST -CRETE) F CHITECT- OF FLORIDA MAR 2012 DATE: 03 0 6 /12 SCALE: 1 /4" =_1' - 0" SHEET 1,13 OP' w w p N � to o oU N SuBaly. & LOT: TUSCA PLACE NORTH LOT #10 PRROJECT# 1664.054- MODEL.- 2200 ODEL:2200 GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (CAST -CRETE) F CHITECT- OF FLORIDA MAR 2012 DATE: 03 0 6 /12 SCALE: 1 /4" =_1' - 0" SHEET 1,13 OP' [Liv CONCRETE I''f:ODUGTS, INC. P.O> BOX 219 ZELLWOOP, FL 3219$ (40 1) eO6-2511 1-8230-054-5139 FAX 407-8864-0795 LINTEL No, LENGTH TYPE L-1 5'-5" 5/22-5-IU/0L L-2 2'-10' 5/I6-6-1u/0L L-3 I-1'-4" 5/20 -5 -ILIAL L-4 4'-6' 8/16-6-IU/0L L-5 4'-6' 5/16-5-11J/OL L-6 -1'-6" 5/5-5-1WIL L-1 4'-6" 5/16-5-I1J/mL L-5 4'-6" 5/16-6-1U/0L L-'5 4'-6' 8/16-6-11J/OL C'v L— 3 ,`I i 1��` •� LINTEL SID 8" LINTEL UPLIFT N.R. a Not Recommamdesd 12” LINTEL GRAVITY 8" LINTEL GRAVITY LINTEL LINTEL SAFE LATERAL LOADS li'L1=) ,. - e,•. - Tw- SAFE GRAVITY LOADS �Ti �-�P�ETir�-�fs��7P�-�PI�V t-Tr��lE Tr7 acflPR� ri 5/5-5-0 mamma rr�mamma immimmiG:r /Ir�R�rrru 1rrJ ��15:1{.�fa 5/24-5-0L /28 -6 -OL 8132-6-0L ��.7iJl�rioLr'ol�ra/iarrJ�f/ilriprJJ�froorrlifririlr/f t17l��frlrlr Sjt�lr /I2TiJ�r/ r :'/,rrrlr r.rJR�r/.`r I/JRafJ JToI�>I ��X� PRECAST �7R1�'1ri��K1+'RI♦r// a-.�1.'�� ar>•�r,,.,,l,J.r��r�:,,e.��ar/1/ I�I�/J�_f JI// /I.. J)-f/�/I //S//�_r// /% /lI/J� . �Rar.�,.,rJ�R�r, r ,Ire ®��"J7r•^'�r7r��%S%i%Ya 10000 Iry/L��•T/J;.r�Raro.r ��foSii:ir,VJ1 Rif/.�/6�rJl/il �ro�o.Tolrr� .1Rar./..:r.:riRa•rrr/ �,%7Ra•r•q a��rJ .-rrri ®®��_swl:'—Ri7J 10000 Ri'L5'iRa�-�S-'y��r�orr:..7�rn S~Rif%YF.��T'XG��rrr'uuSJ��rrr J fob r,...Jar/,1•.,.rJ,�rr:.•rrrl�r/.,.,.n.J ®�MENLjL�11k��vr�� p'REGABT 1821 .�l♦� �riirii.JJl�frlr/ .JJR�PJq+iilir� R 6'133 ebb �[1%s.7Ri�Yaw>•�S�lo�syr►�ifJli olJ��rirTu ulr/lElllllll■P/ u l J 10000 10 0 1111081 12=a7=�.Tm�111111 1111111111IsAi-m 4'-6" PRECAST �r�l _Y�a'r,�ra�•,,.•r„��s _rl.>•■E3lla�r<.:,:.��L' 5018 1119 �1'..�:��11��UtiY>•�i-7rJI��c oF=:-'��T:7`7'a o /r ®�r��rlcYa�l��Yils��k Ra,:,-*�Ra•r Jy�Ra�rrrra�+ `oS)♦R�YY!.��,j;i�.F_' -tr�Ra•-�-�..�,.�:r��:�� ®�R=Zf=��@!i/��PS PRECAST �Vie�ri:1 ��r1- I ��+t if.>•��R�R�c�o]c��-lir'' rr .��:L7;f X5.7/iYTrJ>1 �Tir:.1 ��f2'1rr� �� 6588 � r>Gr� r/ fit+-ra�'xsi:��l■ ./ �fa�=ywaR+•I�:'/��r=s.':�Ra�rc> 2111 4302 10000 10000 10000 10000 a♦��.:�k��.r�'�..vr.,». 5'-4' PRECAST �)♦�r��1 7� Ll R�'l.J:��.��!'3!-1 ��P�-F-i•R✓�i�:x� 10000 4823 ��==�R�1-YR�R�rlrr>•�IVX)�R�k7cf7•R�I--5%>• 1658 ®��h��'i�RarL.T-J•�[9�R�'�/�•1%>•�L 10000 n� ri Ya S•Z->•�r :1�ti-a W-10' PRECAST 545 146'1 ��t'I 5111 J♦ R�%Y77 �}:t��fri�c��f��ralR✓•kYx��F'-Y�� f %'-1• �S� �!• S=tiy � �L'�-::� - Ri'Y , /i ��_ ��=1-��'I>>tl�•JF�� 3C'��3��=Z1•�3k��=T'-I��ili�� a ��=5)♦�E!��' i'�k�s'.:•5i��ill•ik>~�� llil�i�il•ii!��C�lii•iYi�)•f3 3=i��CJ �J�iY�L'• %� ��yl• 3C?•�Tr-51•�I[-71��Ki'-�� l��IR+�YYa�=I�S�IL!� N.R. a Not Recommamdesd 12” LINTEL GRAVITY 8" LINTEL GRAVITY LINTEL LINTEL SAFE LATERAL LOADS li'L1=) SAFE GRAVITY LOADS (PLF) Tw- SAFE GRAVITY LOADS TOTAL LEcNGT 2'-10' TYPE PRECAST V. PLAIN 6021 5/5-5-0 8/12 -6 -OL 6/I6 -6 -OL 5/10-5-0 5/24-5-0L /28 -6 -OL 8132-6-0L 8/8 -5 -IL 8/12 -5 -IL 8/I{�-s-1L B/10 -8 -IL 8124 -8 -IL 8/28 -S -1L 8/32 -5 -IL 5491 10000 10000 0000 0000 0000 10000 8491 WOO 10000 10000 10000 10000 10000 3'-6' PRECAST 2603 4011 9339 10000 10000 10000 10000 10000 40"11 10000 10000 10000 10000 10000 10000 4'-0' p'REGABT 1821 2821 6'133 ebb 1000:0 10000 10000 10 0 4921 '1859 10000 10000 10000 10000 10000 4'-6" PRECAST 1398 2274 5018 1119 9284 10:000 10000 10000 2214 5412 10000 10000 10000 10000 10000 4'-5' PRECAST 1296 2111 466'0 6588 8520 10000 10000 10000 2111 4302 10000 10000 10000 10000 10000 5'-4' PRECAST 1006 165'13400 10000 4823 6239 1658 9011 10000 1651 3556 6431 1 10000 10000 10000 10000 W-10' PRECAST 545 146'1 3001 5111 8888 10000 10000 10000 1461 3001 51 I l 8888 10000 10000 10000 6'-6' PRECAST 110 1232 2440 3934 6250 8589 10000 10000 1232 2440 3994 6250 10000 10000 10000 140' PRECAST 562 1001 1918 2942 4346 6461 10000 10000 1001 1918 2942 4346 6461 10000 10000 1'-5" PRECAST 544 915 1849 2813 4131 bolo 9245 10000 915 1849 2813 4131 6010 9245 10000 8'-0" PRECAST 511 916 1124 2602 3151 5030 1358 10000 916 1124 2602 3151 5405 1958 10000 8l'-4' PRECAST 4aa 864 1615 2415 3444 4866 6983 10000 864 1615 2415 3444 4610 6983 10000 9'-4" PRECAST 411 141 136"1 1391 2168 31b9 5124 1061 141 1 1361 1991 2168 3169 5124 1061 10'-b" PRECAST 349 636 1148 1649 2291 2362 3883 5094 636 1148 1649 2231 2962 3883 5094 6522 PRECAST 315 514 1028 1465 1964 25bb 3305 4239 514 1028 1465 1964 2566 3305 4239 121-0' PRECAST 292 533 350 1343 Mee 2316 2951 3134 533 950 1343 1159 2316 2951 3134 12'-6" PRECAST 211 505 838 1264 1616 2151 2130 342(p 505 898 1264 1616 2151 2130 3426 13'-4' PRECAST 255 464 822 1151 1515 1935 2425 30114 464 822 1151 1515 1935 2425 3010 14'-0' PRECAST 239 43(a 169 1019 1406 1186 2225 2141 436 lbei 1013 1406 1196 1 2225 2141 14'-8' PRESTRESSED N.R. N. N.R. N.R. N.R. N.R. N. . N 480 811 1234 1421 1119 2188 2662 15'-4" PRESTRESSED N.R. N.R. N.R. N.R. N.R. N.R. N.R. N.R. 454 165 1160 1331 1660 2032 2459 11'-4" PRESTRESSED NR_ N.R.N.R.N.R. 41*6 IS' -4' I" N.R. N.R. N.R. 389 652 984 Ilii 1319 1611 1991 19'-4" PRESTRESSED N.R. moi`' NR. N.R. NR. N.R. N.R. I N.R. 339 561 849 9bo Illi 1415 1616 20'-0 PRESTRESSED N.R. rL N.R. N.R. N.R. N.R. N.R. NR. 325 543 812 911 1122 1345 1590 21'-4' PRE5TR1=88ED NR. N N.R. N N.R. N.F. N. . 295 500 146 840 1024 1224 1441 22'-0" PRESTRE88E 1� N R. N.R. N.R. N.R. N.R. N.R. N.R. N.R. 261 451 111 806 981 1111 1316 24'-0' PRESTRE88ED NR. N.R NR. N.R. NR NR. N.R. NR. g g 8 03 0 N.R. - Not R600 =01`10601 NR . Not Reccamev%md 8" LATERAL TABLE LINTEL SAFE LATERAL LOADS li'L1=) ota Le"8 Tw- SAFE GRAVITY LOADS PLF B'•4" 45 WINE eGa6 total12' Lwgtli T9_ 3'4' 12/8 -8 -mL t7/17 -b -m1 17/16 -9 -mL 12120-6-01- 12/24 -6 -OL I M*6-6-mL 17/32-6-01- Plal" 1218 -9 -IL 12/0 -6 -IL 12116-6-11. 12120 -5 -IL 12/24 -6 -IL I2A6-6-0 17M -5-I1. 2'-10' Precast 4-e' W24 loom loom loom loom 10000 loom 1420 loom 10990 wvw 10im 100" wwo 109" 625 Deare 6'-b' 1 $404 wxw 1'4' loomst lip" 10000 3704 6123 10fLYdm lam 10000 loom 10000 100001 4'-e' Precast 8'-0' 3 410 1320 8'-4" Precast 390 I odw10000 2242 W000 loom 4'-b' Precast 1 39mb 9103 1203 0304 loom wow I9m®O 1122 341 lye" Ivm wom 10000 4-8' Precast 12'-6' 2 245 490 13'-4' Precast 10000 loom 698 510 11 wow precast 1 5'-4' Precast 14-8' Pratrassed 1 110 390 6251 1 641 165 10000 pig MCI4821 5230 6612 loom I --jA220— b.41. Precast -4' 7 130 280 24en Presiressawl 120 2w 1844 4423 loomm Prestress 6'-6' Precast 22'-0'fh-oirmad 223,6 3980 9415 1025 6632 wow loom 814 1103 3m 6220 100" loom wvm 10000 1'-b' Precast 1 2521 465 %40 9'-4' !0000 10000 b97 59 2991 61 imo 100" wow loom 1'-8' Precast 1010w 15 21115 446.3 611161 W62 mxw loom 610 466 21le 4463 bmi 10"o 14000 la220 6'-e' Precast Precast 2421 7 11 6268 647 i I oom 629mm Isla 2536 411t 6268 9353 WOM 10000 8'-4' Precast 2196 W6 2213823 51 1 5946 1696 9141 i9mDoo 593 1m 214 M36 b 9'-4' Precast loom lift 20 2 46 6522 2010 1 0000 506 1124 2011 3162 4610 6522 9111 100" Im'-6' Drs -est Precast 1 bm I 5216 26 6 34 43112 991 3132 48 11'-4' Precast Im 914 15114 231B 3210 4435 0816 1301 386 664 1114 25IS 5216 44M 5816 q 12'-0' Precast 0641 1361 2121 2 41 2245 360 1381 2121 2w 4W1 W41 bim 12'-b" Precast Precastin 1415 1419 1320 2002 2 1 4M4 50" 341 160 1320 2002 2106 3132 4654 6221 13'-4' Precast b16 1208 111122 2021 3341 Precast 12W 314124 696 12M 1092 2521 5464 14'-0' Precast 600 6 01 belb 2346 651 1211 04 299 656 1131 1699 1 2.Mb NMI 3951 22ffi 14-8- Precast Precast TT 1 15w 210 151 217 53 Wip I I 41*6 IS' -4' Precast 918 1 141 20464a 10'-6' Precast 1A54 262442 1-11 1001 1494 2046 3391 4216 11'-4' Precast 3b3m 4203 7 7 536 8 14 216 857 l2k2 no NR . Not Reccamev%md 8" LATERAL TABLE LINTEL REINFORCEMENT SCHEDULE ............•LMEL LEN6TN':.`.......`...`.......11•: LINTEL SAFE LATERAL LOADS li'L1=) ota Le"8 Tw- PLAIN FILL B'•4" 45 WINE eGa6 ,4. 12)95 an 8" 3'4' precast 1300 2550 4'-0" preont 1010 2100 4'-6' Recant 900 1150 4-e' precast 850 1600 F-4' Precast 110 1400 5'-10' Precast 625 1200 6'-b' Precast $40 Ik" 1'4' Precast 440 B9® 114' Precast 430 550 8'-0' Precast 410 1320 8'-4" Precast 390 180 9'-4' Precast 340 b 1 precast w 600 II'-4' Precast 215 550 12'-0' Pwast 255 510 12'-6' Precast 245 490 13'-4' Precast 220 450 14'-0' precast 1 210 40 14-8' Pratrassed 1 110 390 15'-4' Prestressed 1 165 310 4 Presiressed 145 320 -4' Prestressed 130 280 24en Presiressawl 120 2w 21 Prestress 115 230 22'-0'fh-oirmad 34.0 Ile 225 24'-0' Prestressed 100 200 NR.. Not Recommended 820 LINTEL REINFORCEMENT SCHEDULE ............•LMEL LEN6TN':.`.......`...`.......11•: .....:::......• •i:ii• ^i:•:RENFQRCOYIFM?i: ii:•i:(::STS:: i:•: :iki: i:;i:: :. :61NCH::';;::::12 Y-10' To ' " ' .... IrFOR 0 2 #t SAO" TO 8'0 6110' 70 8'-8'(244 NONE ' To 8 B'•4" 45 WINE W-4' ,4. 12)95 an 8" 7 8' D ITS IT -4 I Q7Jje'PRE$nE6I$EQ ON d" TO =Q106 REFER M LINTEL SECTION FOR RE7•FORCEkEENI LOAQ110N3 r (1) 03 CONTINUOUS �0pppVX1pp6'' IIKNOO�C�K,OpULT BLOCK 3GONCRETEC PLACEDL IN FIELD) tfli ltl3 u/ Q%V LENH % nilco (1) 06 CONTINUOUS (OPTIONAL) -kq l/32' STIRRUP8 At 4'-0' 00 ^V' 17- "A' 15ARS (MAIN RE:INFJ SEE SCHEDULE -1S, TYPICAL COMPOSITE LINTEL SECTION 19" 1 INTFI HPI IFT N.R.- Not Recomraeded 8" RECESS DOOR HEADER LATERAL TABLE RECE33 POOR HEADER LINTEL TotalIPLF) Le" th tae SAFE UPLIFT LOADS PLF 8' PILL 3' 8' Total $9m 12/8 -8 -IU 12/12-5-111 1 12/16-541 12/201-6-111 12/24 -5 -IU 12/28 -8 -IU 12/32-641 uvfAth 14M 12/8-9-2U 12/12-9-21,1 12/16-5-2U 12120 -9 -2U -161-2U Precast 12/3 -6-2U 1240 $'-8' Precast 320 950 loom Precast 250 10000 TAW PrecastM-0 I IVAMP 5 -8 I Precast 160 490 1 1'-8' precast wo 6602 loom loom 412,24 1 00m loom 3'-b' Precast 1450 I Fhvasi 640 1210 lom 550 1110 gV-4' b 5117 100" 10000 loom 4'-0' Precast Precast 1 910 loom precast 109M loom 14'-0' Fh-5i 400 4666 144 I 1 loom 4'-b' Precast2124 3922 Pre est 320 lee= Immmm loom 0 N 24en 4 21 loom 10.0m 4-8' Precast 34.0 mb Wpm lowo loom Ivow Tom 820 5129 1032 6356 %40 9'-4' Precast 2620 D142 W31 100w l9k," 1010w 10000 1 3692 o _ 6 ib$ 1021 5'-Im' Precast 2421 426 11 Dow i In II 1 2196 51 1 60111 6'-6" Precast 7028 b loom lem Nf7 my 14D 2010 2bO4 3 03 BrD4 400 1'-6' Precast 1621 2951 4064 5216 64W 171ft 8920 1115 M4 Im 2416 I N 4112 1'-8' Prscaet 11562 2114 q 0024 I _x" T1 2245 3184 8'-m' Precastin 1415 1419 2466 1 3816 4566 5611 6668 1118 b b16 8''-4" Precast 12W 224S 3200 41615126 600 100 •m 651 1211 B11 1931 22ffi 2652 9'-4' Precast 114 2 3233 5469 368 044 918 141 200 10'-6' Precast 165 1331 101® 2483 3051 3b3m 4203 30 536 10 e54 p 1652 11'-4' Precast 642 112b 1608 264 466 666 Ebb ILbb 1261 1461 12'-®' Precast M2 w 14D 1421 602 1 1141 ws Precast 511 900 1281 1616 2492 2840 w 11151 6 V22641612'-6' 13'-4' Precast 15 II 2453 115 3% 453 "1 Ebb 1004 Precast 39 992 1844 21%4 19 641 14-8' Precast 350 621 892 1161 1431 1101 19.12 1916 mi 6 195 19'-4' Precast 314 10,46 1 1004 TITS 114 1 253 332 1 412 1 491415 10 Il' -4' Precast 1 511511 %65 1 1146 law N.R.- Not Recomraeded 8" RECESS DOOR HEADER LATERAL TABLE RECE33 POOR HEADER SAFE LATERAL LOADS TotalIPLF) Le" th tae 8' P2LAI D 8' PILL 3' 8' precast $9m 1115 - Precast 520 Im 4'-2* Precast 4W 14M 4'4' Frecast , 1b5 1550 4.8' Precast 4b 1240 $'-8' Precast 320 950 b'-8' Precast 250 160 1'-B' Precast 200 640 5 -8 I Precast 160 490 12" RECESS DOOR HEADER I ATFRAI TARI E RE01=% DOOR 1-IEADER SAFE LATERAL LOADS (PLF) lt,* LaVth3'-8' 12' REM86M PLAIN 12' RECEWED FEED precast 2025 3210 4'4' Pmewit 1110 2660 4'-2* FrOcadt 1650 2690 4'4 Precast 2$40 4-8" Precast 1420 2290 $'-8' Precast Im80 1150 6'-8' Precast 815 142$ 1'-8' precast 130 mm 5 -8 1 Precast 550 900 1) 03 CONTINUOUS 3000 PSI CONC_ FILL 'CONCRETE PLACED IN FIELD) TOP LEG BAR& 1/32'V AR ACH LEG UP TO 4'-0' LENGTH8 1/32' STIRRUPS w 4'-0' C/C (1) s5 CONTINUOUS (OPTIONAL) 'A' 13AR8 (MAIN RSIW.) SEE SCHEDULE 'B' BARS - SEE SCHEDULE d 7 7 ' TYPICAL LINTEL 8"x8" SECTION ZONAL 05T Pt�grTOP LEG ARB: .-4O/IeAl1V ESA EACH U T 14'- LENGTHS 1/34' STIRRUPS a 4'-0' C/C IONAL 513 'A' 15ARS (MAIN RE INF.) SEE SCHEDULE BARS - SEE 8CHEDULE g 11ar TYPICAL LINTEL 12"x8" SECTION 12" LATERAL TABLE 31) 45CONTINUOUS GN C1P�TE WW IN FIELD) 1- r TOP LEG TSA�RS: 1—i LEG "PIS 14 �O LENGTHS �(1) 4 CONTINUOUS ) ttilal ? F �I� A IU4LI 1 REINF.) 1/32' 8TIMI-8 AT 4'-0" ac TYPICAL LINTEL 8"x8" RECESSED SECTION A R C H I E C TS Design G rO U P inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 : LINTEL SAFE LATERAL LOADS (PLF) 79e 41 FEED ' V-10 w 35mm 6900 3'-b' Precast 2400 4115 4'-0' precast 19$0 3880 4' -6 -Precast 1650 300 4.6' ftwA6t no 3200 Precast wo 1 2580 pwjbt 1160 2250 Precast mm 1960 1'4' precast 000 1650 1'-8' precast wo 1600 1 ' Precast 150 1530 prmet '120 1450 Fhvasi 640 1210 Precast 550 1110 gV-4' precast 510 1000" precast 480 w ' Precast 460 910 precast 430 8b0 14'-0' Fh-5i 400 8mm 144 precast 380 160 15'-4'Precast 350 130 Pre est 320 630 NR = Not 1a�c ww'ded 0 31) 45CONTINUOUS GN C1P�TE WW IN FIELD) 1- r TOP LEG TSA�RS: 1—i LEG "PIS 14 �O LENGTHS �(1) 4 CONTINUOUS ) ttilal ? F �I� A IU4LI 1 REINF.) 1/32' 8TIMI-8 AT 4'-0" ac TYPICAL LINTEL 8"x8" RECESSED SECTION A R C H I E C TS Design G rO U P inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 : w W � 0 0 N z Q � 111 w- o _ In 6 Nf7 G11 41 N q @ � SUIBIaIV. 8c IAT: TUSCA PLACE NORTH LOT #10 PROJECT# 1664.054 MODEL: '722007' GARAGE SWING: LEFT ]PAGE: LINTS] SCHEDULE (WEKIWA) ARCHITECT STATE OF FLORIDA A `7 2012 JA S CANTWELL NO 12079 to Ti'F'E DE51GN4TION PRINT NOMINAL WIDTH/HE[GHT Cr- LINTEL DATE: 03/06/12 F PLAIN OR SOLID LINTEL SC'AT •R!:1/4_)12-11-013 :SHEET LNo. OF ADDITIONAL a5 BARS IN UPPER B o OI;' OR LOWER LINTEL CAVITY 0 BEDROOM #2 ao 00 C� ° 0. BATH II L--JL--J IAUN. I L IN 1� 3050 -SH EGRESS OWNER'S SUITE BEDROOM #3 BEDROOM #------------------------------------4 15r[r7ru-tet f I EGRESS 305t�3-SI-I I EGRESS I 13 12 ------------------------ SKS f leo Lu G 3050-5H 3050-sH I EGRESS 1� I 11 I 1 r --------------- W1r��rLo aD CALCULATIONS COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS C:A#LL SAND NDOWSIZE ZONE 1210 IDPH WIND SKS FOOTAGE 30(08 W/ 1 31 12 " SL 4 24.0/ -26.2 2 S 14-514 4 IF -0 71, -0 3 112 GARAGE 5 21.8/ -24.8 � DOOR 4 11 25-5H 4 25.1/ -21.3 5 11 25-5H 4 25.1/ -213 �. 48 '-0" X 8'-0' 4 23.3/-25.5 1 11 25 -SH 5 25.1/ -33.1 S 11 25-5H 5 1 25.1/ -33.1 9 11 25-3H 4 25.1/ -21.3 10 11 3050-5H 5 25.1/ -33.1 11 11 3050 -SH 5 25.1/ -33.1 ELEV. ",-i" EGRESS 11A 11 3050 -SH 4 25.1/ -21.3 ELEV. '15" "Ct EGRESS D 12 11 3050-54 5 25.1/ -33.1 ELEV. 11,4" EGRESS C� 12A 11 3050-5HELEV. EGRESS 4 25.1/ -21.3 "B" 13 11 3050-5H 5 25.1/ -33.1 EGRESS 14 11 3050-5H EGRESS 5 25.1/ -33.1 15 11 3050-5H 5 25.1/ -33.1 N lZl.l ECaRESS 1�ra 11 3050-5H 4 25.1/ -213 14 EG RE55 11 11 3050-5H 4 25.1/ -21.3 WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, 1rLORIDA BUILDING CODE, 2001 ALLOWS THE PRESSURES TO BE AVERAaED WHEN THE OPENING IS PARTIALLY LOCATED IN BOTH ZONE 4 AND ZONE 5 WIND PRE55URE5 ARE BASED ON WIND SFEED=120MFIA (3 SECOND GUST) IMPORTANCE 1 -ACTOR = L0 EX1=05URE CATEGORY = 5 MEAN ROOF HEIGHT = LE55 THAN 30 1sT. FOR AN ENCLOSED 5U I LD ING Uo'-0' ZONE 51 17171-,l ZONE 4 p : +21.8 / -24.0 t- r- IF -------------------------------- ----- -- ------- f BEDROOM #3 BEDROOM #4 1 I i PERCENTAGE �� AREA �, WITHIN �1E �. � PERCENTAGE OF AREA WITHIN ZONE 5; . = O.29 I 3050- N 3050-5N 3050-5H 3050 -SH EGRESS EGRE55 EGRESS I .AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: 11,4 1 I P = 21.3 (0.9) + 2.8 (0.10) 13 12➢4 I =19.62+2.18 21.8 ps I I AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: f p = -24.0 (0.71) + _ 26.55(0.29) ,� =-1'7.05+(77) ---------------------------- -------------------=-2435psf AT� O1� 'a as " 9 C "� " '� „ ,- E LE 9 AVERAGE AG'E GARAGE DOOR PRESSURE: " �� P = 21,81-24.8 A R c H I T ECT S Design roup Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com 414 AA #: 0003825 SUBIDIV. 8c LOT: TUSCA PLACE NORTH LOT #10 PROJECT# 1664.054 M0 DEL: "2200" GARAGE SWING: LEFT PAGE: WIND LO AD CALCULATIONS ARCHITECT- STATE OF FLORIDA 2012 YELL DATA' 03/06/12 SCALE: 1/4"=1'-0"" SHEET r-) 9 C 0FA lu } � =3 w Q w w w o Lu N z C� z � N q N lZl.l 14 61 q (P 00 SUBIDIV. 8c LOT: TUSCA PLACE NORTH LOT #10 PROJECT# 1664.054 M0 DEL: "2200" GARAGE SWING: LEFT PAGE: WIND LO AD CALCULATIONS ARCHITECT- STATE OF FLORIDA 2012 YELL DATA' 03/06/12 SCALE: 1/4"=1'-0"" SHEET r-) 9 C 0FA I NOTE: DENS ARMOUR AT 5ATHROOMS. PREFAE5 6HOWERS/TU136 TO BE 5ET IN TYPE 2 FOAM. — — — SQ. FT. CALC.'S [ 77= --�. 12'-2° 1041 1112 1152 SQ. FT. SQ. FT. SQ. FT, 2x(o TOTAL LIVING ELEV. "A" TOTAL LIVING ELEV. "B C" PORCH GARAGE 2219 2nS 5G 405 SQ. FT. 5Q. FT. SQ. FT, 50. FT, IPPR 's 71!811 WALL TOTAL ELEV. "A" TOTAL ELEV. "5 $ G' PATIO OPT. cOV. PATIO 2680 26(oO 35 ]&a SQ. FT. SQ. FT, SQ. FT. SQ. FT. PATIO Q) p w 7'-0" x 5'-0" N 25 -SH -" �0g0 S.C�,D. o z cf7 25-5H � N KITCHEN DW- • ---EI —------ ti ' DINING II GREAT a' -a" cLG. I I ROOM I (CARPET) ISLAND <c - (TILE) I I CARPE 4" I ' r0'-11" :� rn ----�-I-I— 1�---� RANGE OPT ' 3'-0° 14'-9 2X6 pl 2'-9' " - ��F- CAB. cv - - - -- o WALL _ MT LF3W '� Did �_I' S" LCW — cA Z X Z4X5" PAST ----- m OPTI0 KlTu`HEN ---F - \ N cv POST — m • \ KITCHEN DW • \ STAIR DATA (TILE) - ( fro RISERS -1.5 - � A I15 TREADS � 9.5" - OICLCx. ISLAND 6-5` x2'-0° 4'-@" (TILE) 41 (01 b- m RANGE m = _ HPR -i' -8" L W I OPT I c� ----- — PAN. —_F. 24684 E—:— D �--J P.� m . 4X4--'L5U) WH, POST Sl 2" STEEL un( .4 PIPE LAY. FOYER' pF4�- ca PWD aP 8'-S" CL (TILE) 2— CAR GAR. (TIL) _ Nt WC. MT LINE OF 2ND. FLR. ABOVE ----------------- — — -- - 14-5H 30(08 W/ 12' SL I I PORCH Xi:: Lu U--- —S— C------- ��u ■ — -- — 1(G'-0" x 7'-0" O.H. a" //�� 4 0 '21-0111 71 14'-0" 34'-0" NOTE: DENS ARMOUR AT 5ATHROOMS. PREFAE5 6HOWERS/TU136 TO BE 5ET IN TYPE 2 FOAM. &x& --' POST I I COVERED I PATIO 14'-0"x12'-0' a' -a" cLG. I I `1 COVE�TIO — — — SQ. FT. CALC.'S [ 77= --�. LIVING (1ST.) LIVING (2ND.) ELEV. 'A' LIVING (2ND.) ELEV. "B 4 c" 1041 1112 1152 SQ. FT. SQ. FT. SQ. FT, 2x(o TOTAL LIVING ELEV. "A" TOTAL LIVING ELEV. "B C" PORCH GARAGE 2219 2nS 5G 405 SQ. FT. 5Q. FT. SQ. FT, 50. FT, IPPR 's 71!811 WALL TOTAL ELEV. "A" TOTAL ELEV. "5 $ G' PATIO OPT. cOV. PATIO 2680 26(oO 35 ]&a SQ. FT. SQ. FT, SQ. FT. SQ. FT. — — Q) &x& --' POST I I COVERED I PATIO 14'-0"x12'-0' a' -a" cLG. I I `1 COVE�TIO 5�N 3-1/2" 9-I/2' 2" ELEC. OUTLET PER ELEC. CODE DppSL. PLATE "AlF? ll-`,ETA?�_i_j A R C H I T E C TS Design roup G Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w — — — — — -i-T- —1'-0" — — --�. 2x(o IPPR 's 71!811 WALL >: A — — Q) p w N q D �U o z cf7 z z l7 � N KITCHEN DW- • a' -W CLG. ti (TILE) NOOKm mW A I --eV CLCD. ISLAND <c - (TILE) 4'-0'x2'-�° r0'-11" :� rn RANGE OPT ' PAN. - ��F- CAB. cv - - - -- o MT LF3W '� WH. ---- PAST ----- m OPTI0 KlTu`HEN 5�N 3-1/2" 9-I/2' 2" ELEC. OUTLET PER ELEC. CODE DppSL. PLATE "AlF? ll-`,ETA?�_i_j A R C H I T E C TS Design roup G Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w ua o I >: A Q) p w N q D �U o z cf7 z z l7 � N q <c - F IV. & LOT:A PLACEORTHT X10 CT#64.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN ARCHITECT- NATE OF FLORIDA am PRINT DATE: 03/06/12 SCALE: 1/4"=l'—O" \1 . .... ..... . M .111, \1 mism 2'-10" v 28'-411 //21-1011 121-511 3050-5H 3050-S1-1 t = r r4L- > I = A.A EGRESS EGTES6 12'- 2 41-011 101-61 11 SS 101-411 STAIR DATA l(o RISERS 6 -1.51 S'- 4 1/2 41-01 z --------- 7 15 TREADS Q '3.r7, -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SECOND FLOOR PLAN NOTE- - DENS ARMOUR AT 5,4THROOMS. - FREI:=A5 5HOLUER5/TU55 TO 15E SET IN T'1'1=F- 2 FOAM. 'A R C H! T E 77� I I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 2 PH: 407-774-6078 �j FAX: 407-774-4078 www.abdesigngroup.com IlIkk AA #: 0003325 - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - 7 / 4 1-1 BEDROOM #3 BEDROOM #4 of=r=N To 4 6 10 a' -O" cLr-i'a,-ol LU CIG. 5EL.OLU q AC u p tu z lu 0) (CARI=ET) (CARPET) T- — ------------- - ..........2x8 2X5 3057 N 3050-514 ST,4IR DATA EGRE 69 EGRESS EGRESS 1 101-411 l(o RISERS 1-5, 1 7 51-111 51-011 51-011 51-011 41-511 15 TREADS 15.5" A — – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – --- – – – – – – – – – – — /111-�IFTFVATTON 99jr-199 n 9% 95C99 99DI"W'E" 1% mism 2'-10" v 28'-411 //21-1011 121-511 3050-5H 3050-S1-1 t = r r4L- > I = A.A EGRESS EGTES6 12'- 2 41-011 101-61 11 SS 101-411 STAIR DATA l(o RISERS 6 -1.51 S'- 4 1/2 41-01 z --------- 7 15 TREADS Q '3.r7, -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SECOND FLOOR PLAN NOTE- - DENS ARMOUR AT 5,4THROOMS. - FREI:=A5 5HOLUER5/TU55 TO 15E SET IN T'1'1=F- 2 FOAM. 'A R C H! T E 77� I I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 2 PH: 407-774-6078 �j FAX: 407-774-4078 www.abdesigngroup.com IlIkk AA #: 0003325 SU39DIV. LAT: TUSCA PLACE NORTH LOT #10 I=ROJECT# 1664.054 MODEL. - "2200" GARAGE SWING: LEFT P,&GE-. SECOND FLOOR PLAN rARCHITECT' STATE JATE OF FLORIDAI AR 0 7, 2012 , "2 JAME CANTWELL A 2079 PRINT 11 AR i ro7 go PPMI314T DATE: 03L06/12 Sc AT SHEET ©F 9 LU LU q AC u p tu z lu 0) <1 SU39DIV. LAT: TUSCA PLACE NORTH LOT #10 I=ROJECT# 1664.054 MODEL. - "2200" GARAGE SWING: LEFT P,&GE-. SECOND FLOOR PLAN rARCHITECT' STATE JATE OF FLORIDAI AR 0 7, 2012 , "2 JAME CANTWELL A 2079 PRINT 11 AR i ro7 go PPMI314T DATE: 03L06/12 Sc AT SHEET ©F 9 25'-�o" 5LDG. NGT. ,f, - - - - - - - - - - - 15'-0" 2NG 5RG. HG T. 10'-0" 2ND F.F. 5'-5" 5RG. HGT. 5'-0" eRG. HGT. .9 GARAGE RAISED BAND - T`r'P. 0'-0" FIN. FLR. a�aI Hill FRONT ]ELEVATION TEXTURED FIN15H OFF RIDGE VENT I—_�� —6" LAP SIDING ,,--1 "X4" TRIM 50ARD li ID' -O" 2ND F 5RG. NGT. 1'-O" 18"X�oO" DECORATIVE APPLIED SHUTTERS 10" -0" 2ND F.F. 5RG. NGT. RAISED SAND TYP. 12"X45" DECORATIVE APPLIED 614UTTER5 8 m O' -O" FIN. FLR, 15'-0" 2ND Fl-. 18'-0" 2ND FL. 5RG. HGT.-7i DRG. HGT. 1'-0" 10"-0' 2ND F.F. `�' _ _ _ _ _ _ _ _ IO" -0" 2ND F.F. DRG. NGT. 5'-5" DRG. NGT. I r 0'-0" FIN. F-1-R.�, — _ _ _ I _ I _ _ _ _ 0'-0" FIN. FLR. REAR EILIE`JA1TION'1 AREA OF ATTIC = 1440 50. FT. NET FREES VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 1440/300 w = 4.5 5Q. FT. _ 6131.2 5Q. IN, MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 X (o131.2 = 345.6 (5ALANCE TO DE PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN, PER VENT TOTAL * OF VENTS REQUIRED = (3) TOTAL 0 OF VENTS PROVIDED = (3) r, --,OPT. COV. PATIO A R C HI T E C T S Design roup Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a b d esi gn gro u p. co m AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE NORTH LOT X10 PROJECT# 1664.054 MODEI.: "2200" GARAGE S WING: LEFT PAGE: FRONT & REAR ELEVATION >> B" ARCHITECT: STATE OF FLORIDA 0 7 2012 JA MSR ,/C 1207 LL ►vd PRINT DATE: 03/06/12 SCA.LE:1/4" 1,-0„ SHEET �I I� •� w w r a � z � o w � � Z �U q N Uzl h (P � c� SUBDIV. & LOT: TUSCA PLACE NORTH LOT X10 PROJECT# 1664.054 MODEI.: "2200" GARAGE S WING: LEFT PAGE: FRONT & REAR ELEVATION >> B" ARCHITECT: STATE OF FLORIDA 0 7 2012 JA MSR ,/C 1207 LL ►vd PRINT DATE: 03/06/12 SCA.LE:1/4" 1,-0„ SHEET �I I� •� 15'-0' 2ND FL. 5RG. HGT. 10"-0' 2ND F.F. a' -B' 5RG. HGT. 0'-0" FIN. FLR. 15'-0' 2ND FL. OL — _ 5RG. NGT, IF LEFT ELEVATION TEXTURED FINISH 5t� OFF RIDGE VENT 15'-0" 2ND FL BRG. HGT. ,a 10"-0' 2ND F.F. 41t - 10"-0" 2ND F.F. 5'-5' 1:3RG. — _ 5'-5' BRC. HGT. I - - - - 5'-O" 5RG. NGT. OL— le GARAGE I ' I cn 0'-0" FIN. FLR.— — — — — — — — — — — — — 0'-0' FIN. FLR. -RIGTHT ELEVATION TEXTURED FINISH AREA OF ATT I G = 1440 5Q. FT. NET FREES VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 1440/300 w = 4.8 5Q. FT. = 691.2 SQ. IN. MIN. Rr=aUIRED VENTILATION IN UPPER PORTION OF ATTIC = 5 X &91.2 = 345,0 (BALANCE TO 5E PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 5Q. IN. PER VENT TOTAL # OF VENTS REQUIRED = (3) TOTAL # OF VENTS PROVIDED _ (3) 5'-S" 1st FLR — — 5RG. NGT. — _ % 0'-0' FIN. FLR, 1 01PT. COV. PATIO LEFT 51MILAR A R C H I T E C T S 4Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: TUSCA PLACE NORTH LOT #1a PROJECT# 1664.054 MODEL: 2200" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION B" ARCHITECT STATE OF FLORIDA 07 2012 rPRINT DATE: 03/06/12 SCALE: 1/4"=1'-0" SHEET 51E) I.) OF2 w w r— a O w JUJU p .� 1 z u p fu 0 z w � �a u N uu `r' 6N N N SUBDIV. 8e LOT: TUSCA PLACE NORTH LOT #1a PROJECT# 1664.054 MODEL: 2200" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION B" ARCHITECT STATE OF FLORIDA 07 2012 rPRINT DATE: 03/06/12 SCALE: 1/4"=1'-0" SHEET 51E) I.) OF2 FRONT TEXTURED FIN15H El"LEVATION REAR D TEXTURED SNEAtWNG t0 L AF ovER FRAMrm To GABLE CONN. MIN. 12' 12 I II wA II 1 WA I II L-4 WA1 II WA I II L___�I 7B A2 LEFT ELEVATION TEXTURED FIN15H RIGHT ELEVATION TEXTURED PIN.1514 A R C H I T E C T S Design tairoup Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SLTBDIV. & LOT: TUSCA PLACE NORTH LOT X10 PROJECT# 1664.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY ELECT L_ =mole ARGHITEGT� STATE C)F FLORIDA 0 7 2012 PRINT DATE: 63/06/12 SCALE: 1/401=1$ - SHEET /4"=1' - SHEET 5B. loF2 9 Lu a � 0 w tu Q o N q O �U p z z l z W N .� N SLTBDIV. & LOT: TUSCA PLACE NORTH LOT X10 PROJECT# 1664.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY ELECT L_ =mole ARGHITEGT� STATE C)F FLORIDA 0 7 2012 PRINT DATE: 63/06/12 SCALE: 1/401=1$ - SHEET /4"=1' - SHEET 5B. loF2 9 HEADER SPAN CHART CONNECTOR SCHEDULE 5'-0" TO SIMPSON 5TORY APPLICATION DES. UPLIFT GRAVITY FASTNER y- META -16 1450 (1) 10d x 1 1/1 1 -PLY/ (6) Ibd 2 -PLY Z © (2) META -16 1585 (10) IOd x 1 1/2 I -PLY I1300 (14) 16d 2 -PLY Cn HETA-16 1810 (9J 10d x 1 1/2 1 -PLY/ (a) I&d 2 -PLY d g HETA-20 1610 (9) lOd x 1 1/2 1 -PLY/ (8) 16d 2 -PLY TWO 5TORY APPLICATION SOWN STA 1 RS l2) HETA-2(a 2035' (10) 10d x 1 1/2 1 -PLY 2500 (12)16d 2 -PLY NUMBER OF FULL LENGTH STUDS MGT + 3905 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (M 1N1 12" EMBED), (22) 10d TO WOOD SIZE HG -2 + 109a0 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) IOd TO WOOD CLEAR SPAN HGT-3 + IM30 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) IOd TO WOOD x (0 x S x 10 x 12 LTAI 1420 (12) 10d x 1-1/2' VGT 4940 (1) 5/b' A.T.R. IN HIGH 5TIQENGTH EPDXY (MIN. 12' EMBED), (I6) SDS 1/4' X 3' TO WOOD (2) vGT (2-FLY/3-FI.T) 1185/8890 (2) 5/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (52) SDS 1/4' X 3TO WOOD MTS -12 1000 (14) 10d x 1 1/2 HTS -16 1150 (16) 10d x 1 1/2 Ht5-20 1450 (24) 10d x 1 V2 LSTA-12 ++ 925 (10) I0d LSTA-18 ++ 1235 (14) 10d (/) MSTA-1a ++ 1315 (14) 10d Q MSTA-24 ++ 1640 (18) 10d CL' MSTA-3O 2050 (22) 10d ~ MSTA-36 ++ 2050 (26) 10d MSTI-36 3800 (36) 104:1 x 1 1/2 M6TI-48 5065 (46) 10d x 1 1/2 H& 960 (5) ad TO PLATES, (8) 8d TO STUDS SP4 aa5 (6) 10d x 1 1/2' TO STUDS A33 150 (4) IOd TO BEAM (4) 10d TO POST. HCP2 649 (6) 10d x 1-1/2' Cli HIO 995 (16) 8d x 1-1/2 ABU 44 2200 bbb5 (1) 5/8' A.T.R. IN HIGH 5TREN64TH EPDXY, )MIN.. 9' EMBED.) IN CONC. (12) 111 TO WOOD ABU bb 2300 12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONIC, (12116d TO WOOD = LTT15 +++ 1840 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. i' EMBED.) IN CONC., (S)10d TO WOOD C7LTT20 +++ 16?5 (I) I/2" At. IN HIGH ETRE TH OXY (MIN. 9' EM ) IN CONC. (2) ' BO T t0 WOOD C 1 3610 (l) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED-) IN CONIC. (18) IOd x 1 I/2' t0 WOOD Z < HTT4 4235 (Il 5/8' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC. ('8) Ibd x 2 1/2' TO WOOD (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONIC. (26) 10d x 1 1/2' t0 WOOD HTT5 4610 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN.1' EMBED-) IN CONC. (26) 10d TO WOOD 090 ei)wsl A.T.R. IN HIGH STRENGTH EPDXY, FRIN.T E DJ IN C C.(2b) Ib x 2 1/2' t0 WOOD HHDQII-SDS 254 11,445 I) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMI3ED..> IN CONC., (24)5D6 4' x *WOOD SCREWS IHPI 6480 (U 1/6' A.B. IN HIGH STRENGTH EPDXY (MIN. T EMBED) IN CONC. (3) 6TUD BOLTS TO WI M5HA 3.56/1125 3495 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. (p75' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.95' EMBEDMENT) IN C.M.U. FACE, (18)10d TO CeAm V) LJ M13HA 5.50/11,25 3415 5330 (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6:15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. FACE, (18)10d TO BEAM C210-3 (WOOD 1810 3140 4 L �) 10-1/4'x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, (10) 10d TO WOOD OOI Z HUC410 (CMU) 1810 52+85 15-1/4'x 2-3/4' TITEN ( S PER FLANGE) TO CMU (10) 10d TO WOOD HUC 210-3 1810 4000 18-1/4' x 2-3/4' TIT N TO CMU ( IO) IOd TO WOOD HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER CF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT 16 GREATER THAN 9' DEEP, THE VERTICAL CELL IN CM.U_ WALL MUST BE FILLED SOLID w/ GROUt. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD_ WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. LLJJ H +++ MINIMUM EMBEDMENT INTO THE TOP OF A 501`1 WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL 5E 1' O A.T.R. - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE. LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VAIaIETY CF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNEGtORS, THE CONTRACTOR MUST ee RE6PONSII5LE FOR MAILING SURE THAT THE PROPER CORROSION PROTECTION 16 USED. WHEN U61NG STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HPG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 O USE OF EXPANSION ANCHORS WILL 5E EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. W ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2011" , "HIGH WIND -RESISTANT CONSTRUCTION C -HW % AND ANCHORING d FASTENING SYSTEMS FOR CONCRETE A MASONRY CATALOG C -SAS -2009. MIN HEADER SPAN CHART MINIMUM WALL AND HEADER STUDREQUIREMENTS MAXIMUM HEADER SPAN (ft.) Uig TO 5'-0" TO SINGLE 5TORY APPLICATION 4' -II 1/2° 1' -II 1/2° ,AND UP 51ZE J3(0 CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x (I x 5 x 10 x 12 UP TO 5'-4" 5'-4" TO 1'-011 1'-0' TO 10"-0' 10'-0" AND OVER TWO 5TORY APPLICATION SOWN STA 1 RS 3 NUMBER OF FULL LENGTH STUDS SIZE I CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x (0 x S x 10 x 12 UP TO 5'-0" 5 '-0" TO &'-4" (O'-4" TO 8'-0" V-0" ANp OVER MINIMUM WALL AND HEADER STUDREQUIREMENTS MAXIMUM HEADER SPAN (ft.) Uig TO 5'-0" TO 8'-0" U.N.C. 4' -II 1/2° 1' -II 1/2° ,AND UP NUMBER OF HEADER STUDS J3(0 — SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 I AT EACH END OF HEADER 1 3 FRAMING NOTE5: 1. HURRICANE STRAP'S TO 5E MANUFACTURED 5Y 51MP150N 5TROITIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE 5TRAP'6 ARE AS FOLLOWS, U 1 1.0: * TRU55 TO MASONRY/CONCRETE 5HALL 5E META -16 * FLOOR J015T TO MASONRY/CONCRETE &HALL 5E HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING 5HALL 5E MT5-12 3.TRU55 TO TRU55 GONNECTION5 AND HANGER5 5HALL 5E DESIGNED AND SUPPLIED 5Y TRUSS MANUFACTURER. 4.REFER TO TRUSS MANUFACTURER'5 SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND 51ZE OF ROOF/FLOOR TRU55E5. .HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD u-N.O ON FRAMING PLAN (o, MIN. 2X4 HIP CUT BLOCKING 5ECURED W/3-106 GUN NAIL5 OR 3-126 HAND DRIVES 1 EA. END. CUT PITCH 4 5EYEL To FIT TIGHT TO TRU55 ,45 PER APA REQUIREMENTS. FT2E _ FT2 — FT2— U-I— " _ FT2 II II II II I" FT2 II GIRDER TO 4xS POST I _ FT2 (2)1-ITS20 POST TO SLAB I I I FT2 HTT4 III _ (2)2x12 HDR — --.FT2 — II III I I I-- 11 II _ FT2 FT2- � II II II FT2MIT— - " (2)2x12 — II II FT2, HDR _1-7 II II II H IIr _F75 — (CAlum)(2)2x12 (2)2x12 HDR —- I I HDR 7 7-7-14�—=/ [A 1.1 1117-7-71 A J- - - I -17- h — FTSA GIRDER TO 4x4 POT FTIA — (2)WT520 FTI POST TO SLAB — _ — HTT4 FTI FT] (CANTILEVER) � II FT] -(2META-16 A q. ,q (2JHETA-lfca — — _ — �FGTI = — HHGTI ' SII SII 3, 1 � I I � 100 I� SII SII � (2)2> CMU COL. HT 6 i' -S" SECURE EA. SEAM TO CMU COLUMN W/ (2)HETA16 P'i1I I 7YI7 �tM Tt'� CnXG� FASTEN TRUSS TO BM W/ LSTA -12 0 32' O.C. HUC410 SECURE HANGER TO BLOCK W/ 18 1/4"X2 3/4' TAPCONS (S PER FLANGE) SIMP'500 j)CO'VERED PATIO DENOTE TR115511 EB 5RAC1= REQUIRED. :.. - DENOTE RAT RUN m 10'0/C MAX. _ = DENOTE 2Xb 5TRM5ACK ,610OIC MAX. I-41-4 1`�I C T LC> (Simpson) or Cusp) G) HU52(0 G) HU52(0 Q HHU54(o THD46 NOTES: ® SECURE 2ND FLR STUDS TO CjIRDER/FLOOR TRUSS W/ MSTA-30 0 32' O.C. © SECURE 2ND FLR STUDS TO FLOOR TRUSS BELOW W/ HTS -20 a 4S' O.C. SECURE BOTTOM PLT TO CMU W/ 1/2' ANCHOR 0 BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T EMBED. MIN. 0 32' OC MAX. 2x4 sYP SECURED W/ �a) IOd NAILS WITHIN S" OF EACH END, ( I) 106 NAIL 8" O.C. MAX. 5T,4GGEREP IN THE FIELD PHICT1 TRUSS FC -:TI GIRDER TRUSS 2X4 NAILED TRUSS CONNECTION DETAIL SCALE: 3/4" =1' -0" BRACING LEGEND ExTERIOR G,4>=SLE TO BE ® BRACED UJ/2X4 1=3LOCKINCx 6 4'-0" O.C. LIST 2 BAPS) 4 2X4 S'i`P "2 X -BRACING. REFER TO TYPICAL DETAIL SHTS FOR BRACING REQUIREMENTS FASTEN 2x4 SYP 02 OR sl=F BEVEL cur TO TRUSS TOP CHORD W/106 x 3" NAILS � II O.C. STAGGERED NOTE: TRUSSES MARKED WAN °* " REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, 51ZE 4 REQUIRED FASTENERS. SOUTHERN 05/12/11 A R C H I T E C TS F'Desi GrouK Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J56 m U J5foA — Ilx, oil II II J3(0 — \Q I 11 Pqr 311 --ij SII SII �'ll SII I SII SII 3, 1 � I I � 100 I� SII SII � (2)2> CMU COL. HT 6 i' -S" SECURE EA. SEAM TO CMU COLUMN W/ (2)HETA16 P'i1I I 7YI7 �tM Tt'� CnXG� FASTEN TRUSS TO BM W/ LSTA -12 0 32' O.C. HUC410 SECURE HANGER TO BLOCK W/ 18 1/4"X2 3/4' TAPCONS (S PER FLANGE) SIMP'500 j)CO'VERED PATIO DENOTE TR115511 EB 5RAC1= REQUIRED. :.. - DENOTE RAT RUN m 10'0/C MAX. _ = DENOTE 2Xb 5TRM5ACK ,610OIC MAX. I-41-4 1`�I C T LC> (Simpson) or Cusp) G) HU52(0 G) HU52(0 Q HHU54(o THD46 NOTES: ® SECURE 2ND FLR STUDS TO CjIRDER/FLOOR TRUSS W/ MSTA-30 0 32' O.C. © SECURE 2ND FLR STUDS TO FLOOR TRUSS BELOW W/ HTS -20 a 4S' O.C. SECURE BOTTOM PLT TO CMU W/ 1/2' ANCHOR 0 BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T EMBED. MIN. 0 32' OC MAX. 2x4 sYP SECURED W/ �a) IOd NAILS WITHIN S" OF EACH END, ( I) 106 NAIL 8" O.C. MAX. 5T,4GGEREP IN THE FIELD PHICT1 TRUSS FC -:TI GIRDER TRUSS 2X4 NAILED TRUSS CONNECTION DETAIL SCALE: 3/4" =1' -0" BRACING LEGEND ExTERIOR G,4>=SLE TO BE ® BRACED UJ/2X4 1=3LOCKINCx 6 4'-0" O.C. LIST 2 BAPS) 4 2X4 S'i`P "2 X -BRACING. REFER TO TYPICAL DETAIL SHTS FOR BRACING REQUIREMENTS FASTEN 2x4 SYP 02 OR sl=F BEVEL cur TO TRUSS TOP CHORD W/106 x 3" NAILS � II O.C. STAGGERED NOTE: TRUSSES MARKED WAN °* " REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, 51ZE 4 REQUIRED FASTENERS. SOUTHERN 05/12/11 A R C H I T E C TS F'Desi GrouK Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU13DIV. & IAT: TUSCA PLACE NORTH LOT X10 PROJECT# 1604.054 MODEL - "2200" GARAGE SWING: LEFT PAGE: FLOOR FRAMING PLAN ELEVATION A, B, & C ARCHITECT= STATE OF FLORIDA m PRINT DATE: 03/06/12 SCAT :1/400=1'-001 �}aw A 'r-, -) lift w Pqr w U ° Cli w wLu e � O � W a z z � q t1) 111 F-; CY SU13DIV. & IAT: TUSCA PLACE NORTH LOT X10 PROJECT# 1604.054 MODEL - "2200" GARAGE SWING: LEFT PAGE: FLOOR FRAMING PLAN ELEVATION A, B, & C ARCHITECT= STATE OF FLORIDA m PRINT DATE: 03/06/12 SCAT :1/400=1'-001 �}aw A 'r-, -) lift i HEADER SPAIN CHART SINGLE STORY APPLICATION CONNECTOR SCHEDULE CLEAR SPAN SIMPSON UP TO 5'-4" D$L 2 x 8 DES. UPLIFT GRAVITY FASTNER ?- META -16 1450 (1) led x 1 0 I -PLY/ (6) 16d 2 -PLY Q� Z (2) META -16 1385 (10) 106 x 11/2 I -PLY Q 1300 (14) 16d 2 -PLY In HETA-1(p 1610(3) led x 11/2 I -PLY/ (a) 16d 2 -PLY Q HETA-20 1810 (9) 10d x 11/2 1 -PLY/ (8) Ibd 2 -PLY 2035 (10) ted x 1 1/2 ]-FLY 1 (2) HETA-20 2500 (12) 16d 2 -PLY MGt + 3965 (1) 5/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) led TO WOOF HCsT-2 + 1e38e (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN 12' EMBED), (16) led TO WOOF HGT-3 + 1e53e (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD LTA) 1420 (12) led x 1-1/2' �►�i�,r�i�i�i�i�i► VGT 4940 (U 518' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMMEP), (16) SDS 1/4' X V TO WOOD (2)vcgT(7-PLTi3-PLY) 1185/8890 (2) 5/6' AT_R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) led x 1 112 HTS -16 11510 (16) led x 1 1/2 HTS -20 1450 1 (24) led x 1 112 J LSTA-12 ++ 325 (10) led LSTA-18 ++ 1235 (14) led {/) MSTA-18 ++ 1315 (14) led Q MSTA-24 ++ 1640 (18) led W MSTA-30 2050 (22) led ~ MSTA-36 ++ 2050 (26) led MSTI-36 3800 (36) led x 1 1/2 MSTI-45 5065 (48) led x 1 1/2 H6 350 (8) Sd TO PLATES, (8) ed TO STUDS SP4 886 (6) led x 1 1/2' TO STUDS A33 15¢+ (4) led TO SEAM (4)10d TO OST. HCP2 645 (6) led x 1-I/2' Hie (I ) W x 1-1/2 ABU 44 2200 6665 (1) 5/8' A.t..R. IN HIGH STRENGTH EPDXY (MIN. V EMBED-) IN CONC. (12) 16d TO WOOD In ASU 66 2300 12000 (1) 5/B'A.T.R, IN HIGH STRENGTH EPDXY, (MIN. 1' EMUED-) IN GONG., (12Abd t0 WOOD X LTTI9 +++ 1340 (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBEDJ IN CONC., (SAOd TO WOOD 0 LTT20E5 +++ 1625 (1)1/1' A.T.R IN HIG44 STRENGTH EPDXY, (MIN. 1' M J IN CONC, (2) ' BOLT TO U 3610 !1) 5/6' A.T.R. IN HIG44 STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (18) led x 1 1/2' TO WOOD Z HTT4 4235 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (IS)16d x 2 1/2' TO WOOD Q4380 1 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MN. 1' EMBED.) IN CONIC. (26) led x 1 14' TO WOOD HTT5 4610 (1) 5/8' A.T.R. N HIGH STRENGTH EPDXY, (MN. 1' EMBED.) IN CONIC. (26) led TO WOOD A.T.R.G x O WOOD HHDO11-5DS 2,5+ 11,445 ) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. ie' EMBED-) IN CONC., (24)8DS 4' x ' WOOD SORE HDI 6480 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (306' STUD BOLTS TO WOOD MBHA 3P6/1125 3415 5330 (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (18)10d TO BEAM W MBHA 5.50/11.25 3415 5330 (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN.. 6.15' EMBEDMENT) IN CM.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, CHIN 6.19' EMBEDMENT) IN C.M.U. FACE, (18)1ed TO BEAM z Z 0210-3 (WOOL? 1810 40M MI -00R) 18-1/4'x 2-3/4' TITEN ( 9 PER FLANGE) t0 CMU, (Ie) 104d TO WOOD 3142) (ROOF) Q 2 44UC410 (CMU) 1810 5086 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, (Ie) Ied TO WOOD HUC 210-3 1810 14000 18-1/4' x 2-3/4' TITEN TO CMU (Ie) led TO WOOD HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT 18 GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U_ WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SU158TITUTED WITH led x 1 1/2' NAILS IN CONJUNCTION WITH A 2.596 REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' 0 A.T.R. ■ A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 15 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -4153 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 -HUM, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -BAS -2003. HEADER SPAIN CHART MIINIMUM WALL , ANI) HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) SINGLE STORY APPLICATION SIZE CLEAR SPAN DSL 2 x UP TO 5'-4" D$L 2 x 8 5'-4" TO i' -O' DSL 2 x 10 1'-0" TO 10'-0' DSL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOLN 5T,41R5 SIZE CLEAR SPAN DSL 2 x (o UP TO 5'-0" DSL 2 x S 5'-0' TO 6'-4° D15L 2 x 10 &'-4" TO S'-0' C)5L 2 x 12 S'-0" AND OVER MIINIMUM WALL , ANI) HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO 5'-011 U.N.O. 4'-11 1/2' -1'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OP FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY 51MP50N STRONG -TIE OR EQUAL, U.N.O. 2 -TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRU55 TO M,45ONRY/CONCRETE SHALL BE META -I& * FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-1P AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL BE MT5-12 3.TRU5S TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRU55 MANUFACTURER. 4 -REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND 51ZE OF ROOF/FLOOR TRU55E5. 5.HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN G . MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIYE5 Q EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. TRUSS TO DSL STUD ' (211TS-12 DSL STUD TO (2)2X4 BLOCKING (IX )STA -24 BLOCKING TO CMU (2)HETA-lb TRUSS TO DBL STUD (2)MTS-12 DBL STUD TO (2)2x4 BLOCKING (l,"STA-24 BLOCKING TO CMU (2)HETA-16 1 SII �� rll rll SII rll rll rll SII SII dI r-11 r-11 II 3 = � _ II II II II II II II II II II II �I��■I��I�I�III W W 1 III■_ Ti�s� �►�i�,r�i�i�i�i�i► t� 177 10111),00F FRAMING -T P LAil TRUSS TO DBL STUD (2,MTS-12 0r3L STUD TO (2)1X4 BLOCKING (IJI" STA -24 BLOCKING TO CMU (2 )HETA-16 TRUSS TO DBL STUD (2)MTS-12 DBL STUD TO CMU (2)WETA-16 }� DENOTE M55 WE5 5RACE REQUIRED. - ... — DENOTE RAT RUN a 10'0/C MAX. _ = DENOTE 2X6 5TRONGBACK 610' O/C MAX. (slmpson) or (Usp) HU52(G) HU52S HHU54(o THD46 SOUTHr=RN 05/12/11 A R C H I T E C T S 1 N. KUNALU i(CAbIAIN DLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325. SVHDIV. & Z OT: TUSCA PLACE NORTH LOT X10 PROJECT# 1664.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: ROOF FRAMING PLAN ELEVATION "B"9 & 9 7 r -y ) 2 CARCHITECT: STATE OF FLORIDA AR NO 12079 PRINT DATE: 03/06/12 SCALE: 1/4"=l'-0" SHEET W W O t� W J N Q ,fl Z Z luz 1ZGl SVHDIV. & Z OT: TUSCA PLACE NORTH LOT X10 PROJECT# 1664.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: ROOF FRAMING PLAN ELEVATION "B"9 & 9 7 r -y ) 2 CARCHITECT: STATE OF FLORIDA AR NO 12079 PRINT DATE: 03/06/12 SCALE: 1/4"=l'-0" SHEET A R C H IT E C T Desioupgn Grinn. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0008325 8UBDIV. 8c IAT: TUSCA PLACE NORTH LOT #10 PROJECT# 1�64.054 MODEL: "2200" GARAGE SWING-. LEFT PAGE: FIRS T ]FLOOR ELECTRICAL PLAN mmmw ARCHITECT- STATE OF FLORIDA ARJELL JAM CAA NO w PRINT DATE: 0 3 0 6 12 s°3cALE: 1/4"=l ' - 0" SHEET OPI .� LU 0 O U 0 W wlu Q 0 N z 0 z q U d) LU w � 8UBDIV. 8c IAT: TUSCA PLACE NORTH LOT #10 PROJECT# 1�64.054 MODEL: "2200" GARAGE SWING-. LEFT PAGE: FIRS T ]FLOOR ELECTRICAL PLAN mmmw ARCHITECT- STATE OF FLORIDA ARJELL JAM CAA NO PRINT DATE: 0 3 0 6 12 s°3cALE: 1/4"=l ' - 0" SHEET OPI .� LIGHT TO MAIN s 3” vTR 2 I 2" VT PLUMBING RISER DIAGRAM ' A■R C H I T E c r$ Design group Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 NATURAL GAS DATE: OUTLET SCALE: w TELEPHONE LU ' JACK, r-') OF' 9 9 WH WATER NEAT. DISCONNECT AIR. GOND. A/G DISCONNECT TV. TELEVISION JACK w w 0 p N CEILING 5OX REQUIRED TO BE SUPPORTED O J -BOX IN ACCORDANCE z d) z lu W/ BOX MARKED AS SUCH FOR INSPECTION CEILING FANLIGHT REQUIRED TO DE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT 4 OPTIONAL Kp SECURITY KEYPAD � PUSH- FOR DUTTON CHIMES NO E5: * LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HA51TA5LE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI tv ISLAND (NOT ON KITCHEN CIRCUIT) * 016HWA6HER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 200-T,RE5IDENTIAL CODE TAESLE MleiOc3) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRINCx METHOD SHALL BE NON METALLIC CABLE A5 N.E.C. 2005 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO BE TAMPER- RE5I8TANT TYPE TO MAIN s 3” vTR 2 I 2" VT PLUMBING RISER DIAGRAM ' A■R C H I T E c r$ Design group Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SLTBDIV. 8t IAT: -TUCA PLACE NORTH LOT #1O PROJECT# 1664.054 MODEL: „22Oo>> GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN ommoe ARCHITECT STATE OF FLORID 0 7 1012 JAMES PRINT DATE: 03 06/12 SCALE: w LU 9 r-') OF' 9 9 O � w w 0 p N q O z d) z lu 4 � � SLTBDIV. 8t IAT: -TUCA PLACE NORTH LOT #1O PROJECT# 1664.054 MODEL: „22Oo>> GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN ommoe ARCHITECT STATE OF FLORID 0 7 1012 JAMES PRINT DATE: 03 06/12 SCALE: 1/4„-1'-0', SHEET 9 r-') OF' 9 9 LEGEND ® SUPPLY AIR D11=FUSER RETURN AIR GRILL ® SIDE-WALL OR I WAY DIFFUSER SOLID LINE= SUPPLY TRUNK. BROKEN LINE= RETURN TRUNK BALANCING DAMPER OR 05D CEILING EXHAUST FAN O/A OUTSIDE AIR Q THERMOSTAT PASS THROUGH AIR GRILL PT & VERTICAL CHASE A/G SECURE STRAP TO UNIT SIMPSON WB OLL STRAP CONC. W/ (2)-3/16"X2" R TAP-GON5 —\ OR EQUAL SECURE STRAP TO CONC, SLAB UNIT W1 (2) *'Sxl 1/4 SHT MTL SCREWS PLA NOTE; ALL HvAC TO HAVE PROPER PANS W/DRAINS ATTIC EXTERIOR WALL AIR I HANDLE SUCTION ,AND LIQUID REFRIGERANT LINES Aux. Drain Line EvAF, TRAY , 3/4" PVC GONDEN5,4TE DRAIN LINE RETURN —REFRIGERANT LINES TO GONDEN5ING UNIT TRAP DRAIN LINE AND TERMINATE IN A APROvED DRAIN, AS PER FLORIDA MECHANICAL BLDG. CODE 2001, 307.2.1.1 HVAC NOTE I. ALL MECHANICAL EQUIPMENT SHALL BE PROvIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIRMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL, 5E CONSTRUCTED OF A VALUE OF NO LESS THEN R -(o RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER 200'1 FLORIDA MECHANICAL 5LDG. CODE SECTION 603 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA '50A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CL05ER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL 15E CONSTRUCTED OF SMOOTH GAL.V. METAL OR OTHER MATERIALS AS PER 2001 FLORIDA MECHANICAL CODE SECTION 603 fo. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO 200-1 FLORIDA MECHANICAL CODE 603.1 -1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL X31= MECHANICALLY VENTED IN ACCORDANCE WITH 2007 FLORIDA MECHANICAL CODE SECTION 403 8. ALl_ EXHAUSTED BATH ROOMS, SHALL 44VE UNDER -CUT DOORS FOR MAKE-UP AIR TO k3E RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL. DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND 2001 FLORIDA MECHANICAL CODE SECTION (POS 10. GRILLS AND DIFFUSERS SHALL 131= PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO 13E A FANTECH DBF BOOSTER FAN OR EQUAL. L FANTECH D5F 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. FIRST F L00' R MECHANICAL ALL BALANCING RETURNS ARE THROUGH WALL 4 OVER DOOR EXCEPT FOR MASTER BEDROOM SECU`ND FLOOR MECHANICAL PLAN A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti CEILING00 T y PLENUM— AIR AIR 9UFIPLY RETURN F I EXTERIOR WALL AIR I HANDLE SUCTION ,AND LIQUID REFRIGERANT LINES Aux. Drain Line EvAF, TRAY , 3/4" PVC GONDEN5,4TE DRAIN LINE RETURN —REFRIGERANT LINES TO GONDEN5ING UNIT TRAP DRAIN LINE AND TERMINATE IN A APROvED DRAIN, AS PER FLORIDA MECHANICAL BLDG. CODE 2001, 307.2.1.1 HVAC NOTE I. ALL MECHANICAL EQUIPMENT SHALL BE PROvIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIRMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL, 5E CONSTRUCTED OF A VALUE OF NO LESS THEN R -(o RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER 200'1 FLORIDA MECHANICAL 5LDG. CODE SECTION 603 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA '50A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CL05ER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL 15E CONSTRUCTED OF SMOOTH GAL.V. METAL OR OTHER MATERIALS AS PER 2001 FLORIDA MECHANICAL CODE SECTION 603 fo. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO 200-1 FLORIDA MECHANICAL CODE 603.1 -1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL X31= MECHANICALLY VENTED IN ACCORDANCE WITH 2007 FLORIDA MECHANICAL CODE SECTION 403 8. ALl_ EXHAUSTED BATH ROOMS, SHALL 44VE UNDER -CUT DOORS FOR MAKE-UP AIR TO k3E RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL. DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND 2001 FLORIDA MECHANICAL CODE SECTION (POS 10. GRILLS AND DIFFUSERS SHALL 131= PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO 13E A FANTECH DBF BOOSTER FAN OR EQUAL. L FANTECH D5F 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. FIRST F L00' R MECHANICAL ALL BALANCING RETURNS ARE THROUGH WALL 4 OVER DOOR EXCEPT FOR MASTER BEDROOM SECU`ND FLOOR MECHANICAL PLAN A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w u.r � � U w O > Uj p NLU '� N o z - lu o z Q En SUIBI)XV. & LOT: TUSCA PLACE NORTH LOT X10 PROJECT# 1664.054 MODEL: ,2200" GARAGE SWING: LEFT PAGE: FIRS T & ECOND F'LOO EC HANK AL PLANS ARCHITECT' STATE OF FLORIDA PRINT DATE: U3 O6/12 SCALE: 1/4"=1'-0„ DR HORTON HOMES SUBDIVISION: LOT BLOCK: *** 36" UPPERS *** DOOR STYLE: L= 18 BX PARTS: 1 - UF3 P 2-UF3 WD 3 - BTK8 PRT 4 - UM8 BLD 1 - OCM8 BLD 1 - FP4834 PRT 1 - FL24 (VOIDS) 4-CM8BLD MODEL: 2200 DISCOVERY SERIES PG Of 60" GARAGE LEFT MARCH 2011 W4236 '�c�'•, ,f B48 24. DISHW -------------------------------------------------------------------------- ,{ r An --------------- -UF3--- QD DR HORTON HOMES MODEL: 2200 SUBDIVISION: DISCOVERY SERIES LOT BLOCK: PG — of _- 72" OPT. LAV. VSB6034 4 OWNER's BATH DOOR STYLE: L = 1 BX PARTS: 1-UF3P 1 - BTK8 PRT 1 - UM8 BLD KITCHEN CABINET LAYOUT GARAGE LEFT MARCH 2011 OWNER BATH, BATH CABINET LAYOUT DR HORTON HOMES SUBDIVISION: LOT BLOCK: MODEL: 2200 DISCOVERY SERIES PG_of_ 70" W3330 W3330 WASHAR I 30—DRYER OPT LAUNDRY UPPERS DOOR STYLE: L=2BX PARTS: 2=UF3P 1 - UM8 BLD GARAGE LEFT MARCH 2011 OPT. LAUNDRY ROOM CABINET LAYOUT 0 A R c H ITEC TS Design Group Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078w ww.abdesigngroup.com AA #: 0003325 W BATH 2 w B33 B36I� w� lv RD - 15" °° Z DOOR STYLE: ID - 15" a ®I L = 1 BX W3336 W3024 W3636 W3924 X 24 DP PARTS: --------------------------- STAGGER 96" --------------------------------- STAGGER 96" 1 -UF3 P �w O��w�� r �� IIIr� �wi��g ��W®I�� 1 - BTK8 PRT 149" ii 1 - UM8 BLD KITCHEN CABINET LAYOUT GARAGE LEFT MARCH 2011 OWNER BATH, BATH CABINET LAYOUT DR HORTON HOMES SUBDIVISION: LOT BLOCK: MODEL: 2200 DISCOVERY SERIES PG_of_ 70" W3330 W3330 WASHAR I 30—DRYER OPT LAUNDRY UPPERS DOOR STYLE: L=2BX PARTS: 2=UF3P 1 - UM8 BLD GARAGE LEFT MARCH 2011 OPT. LAUNDRY ROOM CABINET LAYOUT 0 A R c H ITEC TS Design Group Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078w ww.abdesigngroup.com AA #: 0003325 SUHI)IV. & LAT: TUSCA PLACE NORTH LOT #10 PROJECT# 1664.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: CABINET LAYOUTS ARCHITECT - STATE OF FLORIDA 0 7 2012 PRINT DATE* 03/06/12 sCALE: 1/4"=1'—O" :SHEET � � OF � w a D z � z q U 111 SUHI)IV. & LAT: TUSCA PLACE NORTH LOT #10 PROJECT# 1664.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: CABINET LAYOUTS ARCHITECT - STATE OF FLORIDA 0 7 2012 PRINT DATE* 03/06/12 sCALE: 1/4"=1'—O" :SHEET � � OF � (1) 45 REBAR VERTICALLY W/ CONC. POUR CELL R-4.2 IN$ULAT ION TEXTURED FINISH r u, a' CMU A J 1/2'GYP. U.L. BD. WOOD BASE a.. 4' CONC, REINF. W/ 6'xb' 010 WWM OR FIBERMESH ON (P -MIL POLY ETHYLENE VAPOR BARRIER ON 4 WELL -COMPACTED CLEAN TERMITE TREATMENT SHALL BE BORA-CARE q' 0 1 Y ¢ 13 41 (2) 05 REBAR ON CHAIRS 1—STORY FOOTING 1 W BLOCK WALL SCALE: 4' CONC., REIN. W/ 6'x6' 010 WWM OR FIBERMESH ON 6 -MIL POLY f 4" ETHYLENE VAPOR BARRIER ON UEE,LLLq-COMPACTEDLCLEAN TERMITE CI M5 REM ON CHAAIIR�ORA-GAI� 4 THICKEN EDGE 5CALEY 1/2'-1'-0' C m 4" CONC, RE INF. W/ 6'x6' 010 WW 1 OR FIBERMESH ON 6 -MIL POLY T4'L- ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT WALL BE BORA-CARE GARAGE STEP— UP 5 NON—BEARING SCALE: 1/2' =1'-0' GRADE ° 4' CONC, REIN. W/ 6'x6' 010 WWM OR r_ FIBERMESH ON 6 -Mil- POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE 5' g' a}- TREATEMENT SHALL BE SORA -CARE (l 14- , S. REAR ON CHAIRS 9 C O NSC RE1TE PAD Y POURED LINTEL CONT. (TYP.) B' CMU FILLED CELL (TYPJ µ 2X WALL FRAMING (4) "X 1' ANCHOR BOLT$ or (4lVXl d'--J-501-TO MIN. 5' EMBEDMENT W/ 2"X2'X1/8' WASHER AND NUT SPACED EVENLY FROM FLOOR TO noND SFAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 1 BLOCK WALL CONNECTION SCALE: I/1' -I' -(D' (1) 40 SETIMPSON HIGH -' STRENGTSH AR EPDXYI 11 EMBED- MIN. 4 r r L 4' CONC, REINF. W/ 6'xb' 010 01M OR d'. FIBERMESH ON 6 -MIL POLY ° s ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT WALL BE BORA-CARE TYP. RETROFIT FOR A OMITTED DOWELS SCALE: SECURE BT. PLATE TO 51-K W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY I- /7 EMBED. MIN. a 32' OC MAX. 0 4' CON(., REIN. W/ 6"x6" 010 WUM OR FIBERMESH ON 6 -MIL POLY z w ETHYLENE VAPOR BARRIER ON 0 r�4'7,8' ¢, TREATEMENNT WALL BE MORA-CARS1. WELL -COMPACTED CLEAN TERMITE I,-4, (2) i3 REBAR ON CHAIRS 1—STORY FOOTING AT L.B. W. W UPLIFT SCALE: 112"• I'-0" STUDS 16' O.C. MAX 5 1/2' w HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2" WASHER SET IN 1� SIMPSON HIGH STRENGTH EPDXY i' EMBED. MIN. a 32. OG MAX. > I r _ a 4' CONC, REINF. W/ 6'xb' 010 ULM OR f FIBERMESH ON 6 -MIL POLY z ETHYLENE VAPOR BARRIER ON F WELL -COMPACTED CLEAN TERMITE in U1.4- a- 41,4' TREATEMENT SHALL BE BORA-CARE 1 -4" (2)05 REBAR ON CHAIRS GARAGE STEP—UP _S STORY L. B. W. SCALE: 1 I" RECESS TRA FDI SAD. TRACK W FINISH FLOOR ° +.n a ° 4a° a. . ' 04, 0 SLAB AT S. G. D. SCALE. 1'-1'-0' CAULK AND SEAL GAS LINE I J' PvC. SLEEVE FOR GAS LINE 9 e' CMU DRYWALL WOOD BASE 144 SECURE BT. PLATE TO SLAB W/ i" ANCHOR BOLT W/ 2' WASHER SET IN SIMP$ON HIGH STRENGTH EPDXY T' EMBED. MIN. A 32' OC MAX. 4' CONC, REINF. W/ 6'xb" 010 ULM OR FIBERME$H ON (P -MIL POLY ETHYLENE VAPOR BARRIER ON p WELL -COMPACTED GLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (3) 05 REBAR ON CHAIRS 2—STORY FOOTING AT L. B. W. SCALE: 1/2"-1'-0" 5 1/2' * HEAD OF GARAGE VARIES WITH SLOPE SECURE Bt. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T" a EMBED. MIN, m 32' OC MAX. 111 � y 4' CONC, REINF. W/ b'xb' 010 WIM OR FIOERMEW ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON �j WELL -COMPACTED CLEAN TERMITE O 4' b' b' 4-1 TREATEMENT SHALL BE BORA-CARE U C3) 5 F;�EBAR ON CHAIR$ GARAGE STEP—UP �A 2—STORY L.B.W. SCALE: 1/2'c -l' -O' A RECESS FOR GARAGE DOOR 4' CONC, REIN. W/ 6'x6' 010 WWM OR FIBERMEW ON 6 -MIL. POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (I) 05 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: SECURE BT. PLATE TO SLAB W/ 10d CUT NAILS/ MASONRY NAIL * 32' O.C. MAX 4" CONC, REINF. W/ 6'xb' 010 WWI l OR FIBERME$H ON 6 -MIL POLY Z_ ETHYLENE VAPOR BARRIER ON i WELL -COMPACTED CLEAN TERMITE M 4, &, ¢, TREATEMENT SHALL BE BORA-CARE I'-4- {2) 5 REBAR ON CHAIRS 1—STORY FOOTING 2 B AT L.B.W. W NO—UPLIFT SCALE: 1/2' -1'-0' EXTENDED SLAB 1 1/2' CURB HEIGHT vARIES 1/2" RECESS FOR SERVICE DR ° 4 CONC., REIN. W/ 6'x6' *10 WWM OR ° • FIBERMESH ON (P -MIL POLY 'A A ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE i (2) 045, REBAR ON CHAIRS MO SLAB AT GARAGE SERVICE DOOR 12 SHOWER RECESS FOOTER SCALE. o. lU 05 REBAR VERTICALLY W1 GONG. POUR CELL II CURB HEIGHT VARIES WO) 4' CONC., REINF. W/ 6"x6'010 wum OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TER ITE TREATEMENTSHALL BE BORA-CARE a 05 RESAR ON CHAIRS O 1—STORY FOOTING 8 AT GARAGE SCALE: I/2"= I'-(0' (1) 03 REBAR VERTICALLY W/ CONC. �--TEXTURED FINISH �— (1) 5 REBAR VERTICALLY W/ CONC, POUR CELL a' CMU R-11 INSULATION MIN. K STUDS 16' O.C. MAX CURB HEIGHT VARIES 1/2' GYP, WL. BD. z WOOD BASE JJtt BT. PLATE TO BLK W/ ZECURE ANCHOR BOLT W12' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY V at 0 EMBED. MIN. 01 32" OC MAX. IUELL-COMPACTED CLEAN TERMITE 1/2' GYP. WL. SD - TO HORIZONTAL m T 0 — WOOD BASE a.. ° 4. • '. 4' GONG., REIN. W/ b'x6' 010 WUkl OR 2P-MILFIBERMESH ON ( POLY �d ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE cI1K11 4Y SY 4Y Q� (2) 0g REBAR ON CHAIRS i 1—STORY FOOTING W FRAME WALL 3 SCALE= 1/2`-1'-0' lU 05 REBAR VERTICALLY W1 GONG. POUR CELL II CURB HEIGHT VARIES WO) 4' CONC., REINF. W/ 6"x6'010 wum OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TER ITE TREATEMENTSHALL BE BORA-CARE a 05 RESAR ON CHAIRS O 1—STORY FOOTING 8 AT GARAGE SCALE: I/2"= I'-(0' (1) 03 REBAR VERTICALLY W/ CONC. ° a 4' CONC., WIN. W/ 6'x6' 010 WWM OR m a FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENTSHALL BE BORA-CARE (3) 05 REBAR ON CHAIRS 6' 4' u 1_aY 2—STORY FOOTING 01 � W BLOCK WALL SCALE: 1/2'a 1'-0' TIE VERTICAL RESAR TO HORIZONTAL REBAR W/ 6' HOOK GROUTED BOND BEAM VARIES PER ELE z (2_)S'REBAR ON CHAIRS y4 16 GAS LINE THRU BLOCK (5s MBAR ON CHAIRS V. SCALES 1'-11_01 (1) 05 RESAR VERTICALLY W/ GONG. POUR CELL b' R-42 INSULATION 8' CMU 1/2' GYP. RUL. BD. z WOOD BASE CLEANOUT REQUIRED IL W 4' CONC_, IEINF_ W/ 6'x6' 010 WWM OR a n FOR INSPECTION <• Q FIIBER'1ESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON � I i WELL -COMPACTED CLEAN TERMITE ° { TREATED FILL ' ° • 0'-0" FIN. FLR. $ f2) "5 RESAR o I -STORY + I . �° . ati y ' aA a :' e • . .a ° TIE VERTICAL RESAR (3) 5 RESAR 0 2 -STORY (1) 5 VERT- DOWEL TO HORIZONTAL a LAPPED W/ BOND BEAM ° b' PVC CHASE THRU FOOTING , ' ,.8. - , .a • : ° . ' c _ MBAR W/ B' HOOK 4 OUTSIDE REBAR TO BE (1) 05 MBAR At CORNERS ° T r. CONTINUOUS W/ 251 LAP MIN. A '� a : �` ��: �! 1 -$TORY 4- S' 4- (2) 05 RESAR ON CHAIRS ie1 ° U 2 -STORY aI -4 ( 3) 43 REBAR ON CHAIR$ .e •a 4 • 2'-1' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1—STORY FOOTING HORIZONTAL/VERTICAL R REBAR LAP AT FOOTING AT LINTEL CORNERS W BLOCK WALL E REINFORCING 1J SCALE: IR' -I'-0' $CALF-: I/2'=1'_0' SCALE: -ALL 1E XT E R R O R F' Q Q '7C' 1E R A T' F I 1i�T I 7H[ S 1C� A B' S TO IR -E MIT -q- 12 PPIRE L Q W _1_3 ]N D I S r7 TJ l:Z B ]E D S O I L TEXTURED FINISH R-11 INSULATION MIN STUDS 16' O.G. MAX 1/2' GYP. WL. W. WOOD BASE Q SECURE BT. PLATE TO SLK w/' E ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' 0 EMBED. MIN. A 32' OC MAX. ' ° 4 8° y 6 � ' a y, 4' CONC., REIN. w/ 6'x6' 010 ULM OR FIBERME&H ON 6 -MIL POLY ETHYLENE vApOR WIER ON ELL -COMPACTED G LEAN TERMITE TFIFFATEMENT SHALL BE BORA-CARE 4Y 6Y 6Y 4' (3) 5 REBAR ON CHAIRS 2—STORY FOOTING A W FRAME WALL �— (1) 5 REBAR VERTICALLY W/ CONC, POUR CELL a' CMU POUR CELL K VARIES PER ELEV. CURB HEIGHT VARIES — R-4.2 INSULATION z a' GONG., REINF. w16"xb' 010 uauM OR TEXTURED FINISH FIBEWESH ON 6 -MIL POLY A a' CMU wa IUELL-COMPACTED CLEAN TERMITE 1/2' GYP. WL. SD - TO HORIZONTAL m T 0 — WOOD BASE ° a 4' CONC., WIN. W/ 6'x6' 010 WWM OR m a FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENTSHALL BE BORA-CARE (3) 05 REBAR ON CHAIRS 6' 4' u 1_aY 2—STORY FOOTING 01 � W BLOCK WALL SCALE: 1/2'a 1'-0' TIE VERTICAL RESAR TO HORIZONTAL REBAR W/ 6' HOOK GROUTED BOND BEAM VARIES PER ELE z (2_)S'REBAR ON CHAIRS y4 16 GAS LINE THRU BLOCK (5s MBAR ON CHAIRS V. SCALES 1'-11_01 (1) 05 RESAR VERTICALLY W/ GONG. POUR CELL b' R-42 INSULATION 8' CMU 1/2' GYP. RUL. BD. z WOOD BASE CLEANOUT REQUIRED IL W 4' CONC_, IEINF_ W/ 6'x6' 010 WWM OR a n FOR INSPECTION <• Q FIIBER'1ESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON � I i WELL -COMPACTED CLEAN TERMITE ° { TREATED FILL ' ° • 0'-0" FIN. FLR. $ f2) "5 RESAR o I -STORY + I . �° . ati y ' aA a :' e • . .a ° TIE VERTICAL RESAR (3) 5 RESAR 0 2 -STORY (1) 5 VERT- DOWEL TO HORIZONTAL a LAPPED W/ BOND BEAM ° b' PVC CHASE THRU FOOTING , ' ,.8. - , .a • : ° . ' c _ MBAR W/ B' HOOK 4 OUTSIDE REBAR TO BE (1) 05 MBAR At CORNERS ° T r. CONTINUOUS W/ 251 LAP MIN. A '� a : �` ��: �! 1 -$TORY 4- S' 4- (2) 05 RESAR ON CHAIRS ie1 ° U 2 -STORY aI -4 ( 3) 43 REBAR ON CHAIR$ .e •a 4 • 2'-1' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1—STORY FOOTING HORIZONTAL/VERTICAL R REBAR LAP AT FOOTING AT LINTEL CORNERS W BLOCK WALL E REINFORCING 1J SCALE: IR' -I'-0' $CALF-: I/2'=1'_0' SCALE: -ALL 1E XT E R R O R F' Q Q '7C' 1E R A T' F I 1i�T I 7H[ S 1C� A B' S TO IR -E MIT -q- 12 PPIRE L Q W _1_3 ]N D I S r7 TJ l:Z B ]E D S O I L TEXTURED FINISH R-11 INSULATION MIN STUDS 16' O.G. MAX 1/2' GYP. WL. W. WOOD BASE Q SECURE BT. PLATE TO SLK w/' E ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' 0 EMBED. MIN. A 32' OC MAX. ' ° 4 8° y 6 � ' a y, 4' CONC., REIN. w/ 6'x6' 010 ULM OR FIBERME&H ON 6 -MIL POLY ETHYLENE vApOR WIER ON ELL -COMPACTED G LEAN TERMITE TFIFFATEMENT SHALL BE BORA-CARE 4Y 6Y 6Y 4' (3) 5 REBAR ON CHAIRS 2—STORY FOOTING A W FRAME WALL E � 1,4- Lby by 4. m u m U v -'a- 2—STORY FOOTING 6A__AAT GARAGE SCALE: 14 NOT USED �— (1) 5 REBAR VERTICALLY W/ CONC, POUR CELL a' CMU K VARIES PER ELEV. CURB HEIGHT VARIES w a' GONG., REINF. w16"xb' 010 uauM OR z FIBEWESH ON 6 -MIL POLY . ETHYLENE VAPOR BARRIER ON IUELL-COMPACTED CLEAN TERMITE TO HORIZONTAL TREATEMENT 614ALL BE BORA-CARE W a.. RESAR W/ a' ROOM" TL e3) 05 REBAR ON CHAIRS VARIES PER ELEV. E � 1,4- Lby by 4. m u m U v -'a- 2—STORY FOOTING 6A__AAT GARAGE SCALE: 14 NOT USED HORIZONTAL/VERTICAL REINFORCING AT �I BEARING CHANGE SCALE: 1/2'-1'-0' AR CH I T E C T S Design Grou p enc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #:0003325 ti GROUTED BOND BEAM VARIES PER ELEV. w . TIE VERTICAL REBAR • A TO HORIZONTAL a.. RESAR W/ a' ROOM" VARIES PER ELEV. i ° GROUTED BOND BEAM . °. .4 . 4+a a 4 a' + 4 CLEANOUT REQUIRED ° FOR INSPECTION N � 4• z J, 0'-0' FIN. FLR. TIE VERTICAL REBAR ° ' TO HORIZONTAL ° + REBAR W/ 6' HOOK lU HORIZONTAL/VERTICAL REINFORCING AT �I BEARING CHANGE SCALE: 1/2'-1'-0' AR CH I T E C T S Design Grou p enc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #:0003325 ti w i N 0 z lU luZ z O q N lu ly @ CV q � � SUBDIV. & IAT: TUSCA PLACE NORTH LOT X10 PROJECT# 1004.054 MODEI.- "200" GARAGE SWING: LEFT PAG'B: MONOLITHIC FOUNDATION DETAILS/ SECTIONS w ARCHITECT - .STATE OF FLORIDA M/, R 0 7 2012 A NV 1ZV/J PRINT DATE: 03/06/12 SGAI-M: 1/4„-1,_0„ SHEET D 1 OF PANEL ANCHOR SEALANT WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURPOSES ONLY. WALL F=RAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION SECURE 2x6 MIN. TO BLK W/ (2) V ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. 19 – 51DE5: 2X6 GARAGE DOOR BUCK W/ (3) �'XV J -BOLTS 4" EMBEDMENT MIN. W/ 2'X25eS'a WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK a CENTER OF DOOR HEADER W/(I) VXS' J -BOLTS 4' EMBEDMENT W/ 2'X2"X'a' WASHER AND NUT GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 1/2'.I'-0' NOT USED LINTEL PLATE 3/5" EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO BE MIN. 1/2' DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS BLOCK NOTE: THIS DIMENSION 15 DETERMINED 5Y THE ANTICIPATED DEF=LECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING s EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL SUT NOT ACROSS EXPANSION JOINTS �- GLASS BLOCK POSITION (2) 1-1/4" 5-4 HEX LUA5HER HEAD LUITH ANTI-CORRO51VE COATING TIGHT TO SEND OF ANCHOR AND END OF SLOTTED HOLE TYPE 5 OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL RE INPORC ING �- MORTAR ASPHALT EMULSION 1-3/4" X 20 GAUGE X 24' LONGI GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END W/(2)12d0EA. UPRIGHT 2X4 SECURED TO GABLE ENG W/(2)12d 6"-8" O.G. -L-30 a GABLE BLOCKING TRU55 2x4 BLOCKING 0 EA. RAFTER L-30 EA. RAFTER H?.5 EA. RAFTER 2x4 RAFTER a 24'O.C. 2x4 FRAMING (TYP) SPARK ARREST T-4 I/2' PER MANUFACTURER 1X2 PT. TOP OF BOX — DBL. TOP PLATE 2X4 STUD II II II I TEXTURED FINISH OVER - PAPER RACK EXP. MET. H. W/ ON O.S.B. SHEATHING OR �" CDX PLYWOOD PRE. ENG. TRUSS 1A PLAN VIEW SCALE: 1/2'- 1' -0" 51MP50N 14-5 (MIN.) 2X4 TO TRUSS PRE. ENG. TRU55 5P4 OR H-5 TOP PLATE TO 5TUD5 '-0" ABv. 10'-0' LEVEL TO ROOF )R 2'-0' A5v. HIGHEST RIDGE WITHIN 10'-0" SIMPSON H-5 (MIN.) .0 2X4 TO TRUSS 1 CHIMNEY DETAILS PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS s 16' D.G. MAX SIMP50N L5TA-12 EA, JACK STUD, BOTH SIDES OF OPENING, 2x STUD$ 6 1&" O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN �' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAIL5 AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO 5E SECURED ONE PLY m A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END d NO MORE THAN IV O.C. STAGGERED 51=4 OR H5 a TOP AND BOTTOM PLATES m 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. FRAMED OVERHANG (�)��OPED FRAMED 5: _ALENi/2' =1' NAILING SCHEDULE ROOF DIAPHRAGM USE 1/16' O.S.B. OR 1/2" CDX PLY WITH 'N8 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND *8 RING SHANK GUN NAILS AT &'O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS e 4' O.C. EXTERIOR SHEATHING USE 1/16' 0.5.8. OR 1/2" PLY WITH 08 RING SHANK GUN NAILS AT 6" O.G. AT PANEL 51DE5 AND 05 RING SHANK GUN NAILS 4" O.C. TOP 4 BOTTOM 2X4 DBL TOP PLATE PANEL AND 05 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. 5EE DETAIL. 2x4 METAL STUD NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN 24' P.G. ACCEPTABLE FASTENER FROM ANY MANUFACTURER. I/2" DRY WALL N,4 f L fRE QU I REM ENTS 2X4 16' D.G. MAX 2X4 PT. BT PLATE SIZE HEAD LENGTH PIA. TENSILE STR Sd ROUND) IODIFIED 11/5' .113 110,000 OR T 10d ROUND] OPIFIED 2 1/8" .128 110,000 OR T TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING ° SPACES AT EACH END. z RAFTER OR TRUSS z NOTE., NAILS TO BE MFG. BY MEMBER OF INT. %3 1/2' AB W/ STAPLE, NAIL S T00L ASSOCIATION MIN. IN EMBEDMENT 10113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING ` 2' DIA WASHER 32" D.G. MAX 2 RING pl,4MFTr=g ot= 0.012 OVER SHANK DIAMETE .� 3 16 TO 20 RINGS PER INCH O5 REBAR CONT. 4 0.280 INCH FULL ROUND HEAD DIAMETER 5 2 INCH NAIL LENGTH WOOD FRAME TO BLK. SCALI=: v2"=1' -O" FOOF SHEATHING; L_A"'COUT ,4NF,) ENF_,)UJ4LL 51RACING FOR G;145L-E EMI) FFR,411 f NCS SECURE 2x TO BLOCK W/ (2) �&" TAPCONS OR DRIVI= PIN (MIN SHANK 51ZE .145) (MIN EMBED. 1 J") WITHIN 8' OF EACH END AND 18' O.G. MAX m 5 SPACING. `- i& O.S.B. SHEATHING OR COX PLYWOOD 2x4 BLOCKS CMU WALL 0 ARCH WINDOW FRAME A SECTION SCALE: 1/2'- 1' -0' NOTE: ; TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (0.6.15. TO ESE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT 0 OPENINGS •a RING SHANK GUN NAILS a 4" D.G. TOP 4 BOTTOM EDGES 7 d)a W 0 �u w �Q PRE TRUE MT5- 1/16" 2x4 BTM. PLA' MTS - 32" C PRE TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16" O.G. 1/16' 06.15. I/2" A.B. W/ MIN. 1' EMBEDMENT LOCATE (o' -S' FROM ENDS AND 32" O.C. MAX. TEXTURED FINISH META -16 8" CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 1/2"=1'-0" I 2X4X4' SECURE TO TRUSS W/ 3-12� 6'-S' O.G. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE TO BLK W/ META -16 2'-0" EXT] SCALE: C 8 RING SHANK GUN NAILS a 6' O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT F-Of� K" ULt- SHEATHING (0.5.33. TO BE STRUCTURAL GRADE) *S 2" DECK SCREW$ m 6"-5" O.C. MAX 0 EDGES d 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T464 SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRUSS —'' DBL. 2X TOP PLATE 1/16' O.S.B. 2X BLOCKING -a TOP OF 1/16" 0.5.8. 2X STUDS le" O.G. MAX. 2X IBTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2x4 a TOP 4 BOTTOM CONT. HETA-l6 BLK. WALL Q CONTINUOUS SHEATHING TO 5EGIN AT TOP OF BLK. w/ 1/4' GAP FROM BLK. TO 0.5.5. Q HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.M. TO PROVIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM PeL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING p TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF lto" FROM SHEET BELOW INSTALL ALL 544EET6 W/FACE GRAIN PARALLEL TO STUDS EXT. WALL SHEATHING SCALE: 1/21-11-01 AR C �HlTEC T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i SU19DIV. 8c LrOT: TUCA PLACE NORTH LOT #10 PIROJECT# 1004.054 MODEL.: "2200" GARAGE SWING*. LEFT PAGE: MIsc. DETAILS ARCHITECT, STATE OF FLORIDA LJAMS CANTWELL A O 12079 PRI : 03/06/12 Sc AT :1/4"=1'-0" PRE -ENG TRUSS SEE ENERGY CODE FORMS � D.S,5. SHEATHING OR FOR INSULATION R -VALUES. 1� O.S.�3. SHEATHING OR �" BOARD FOR INSULATION R -VALUES. CDX PLYWOOD. ATTACHEDCDX PLYWOOD. ATTACHED :`° 2x4 NAILER GYPSUM MTL. DRIP EDGE H" GYPSUM �OAizD OR ° PSUM BOARD OR " HIGH PER NAILING SCHEDULE ON a-41CH STRENGTH CLCD. PEfiz NAILING SCHEDULE ON aa d SHEET L)5 SHEET L)5 2x4 a 24" O.C. � INTERIOR 2x� SU1 -SAND STRENGTH CLG, BOARD 50ARD K 3 COAT INTEL E3LIG -1/S" THICK, 3 COAT KNEE WALL CONC. FILLED LINTEL 5LK -1/0THIC CONC_ FILLED L VENTED ALUM. SOFFIT W/ C1) #5 RE5AR CONTINUOUS PORTLAND CEMENT PLASTER W/ (1) 05 RE5AR CONTINUOUS PORTLAND CEMENT PLASTER CON). FILLED LINTEL SLK OVER EXPANDED GALV'D OVER EXPANDED GALV'D W/ CI) #5 REf3Afi�' CONTIOUS NU PRECAST LINTEL R-4.2 BATT. IN5UL. EM�3ED, STRAP VERIFY W/ METAL LATH ON FORT(FIBEi'z METAL LATH ON FORTIFI�3ER TRUSS PLAN R-4.2 BATT. INSUL. JUMBOTEX GRADE "D" F'RECA5T LINTEL UM�50TEX GRADE "D" PAPER P'.ECAST LINTEL PAPER OVER TYVF-1G OVER TYVEK CUILDING WRAP WINDOW ATTACHMENT AS \FL WINDOW ATTACHMENT AS BUILDING WRAP (REFER TO WINDOW ATTACHMENT AS (REFER TO STUCCO SPECS PER MANUFACTURES Nall THICK, 3 GOAT PER MANUFACTURES STUCCO SPECS FOR PER MANUFACTURES OR COMPLETE INFORMATION) SPECIFICATIONS PORTLAND CEMENT SPECIFICATIONS COMPLETE �� SF'ECAST S (L WEEP SCREED PLASTER APPLIED OAST SILL (SEE DETAIL 2) PRECAST SILL SEE DETAIL 2) �'RECAS7 SILL DIRECTLY TO PRE CI) #5 RE�3AR VERTICALLY SECURE GALE TO 2x� P.T. (1) #5 RE5AR VERTICALLY SECURE GABLE TO 2x(a P.T. C1) #5 REAR VERTICALLY' MASONRY PLATE W/ 126'9 S" O.C. MAX W/ CONC. POU "�: CELL PLATE W/ 126'S a" O.C. MAX W/ CON(. POUF CELL W/ LONG. PDDR DELL FURRING STRIPS SECURE 2x� PT. PLATE TO 1x2 P.T. FURRING STRIPS SECURE 2x& PT. PLATE TO 1x2 F.T. FURRING STRIPS �,. I(o O.C. 1x2 P.T. FUfi�R I �: 1& 11 O.C. LK W/ �"x9 ANCHOR BOLT W/ O,C. LK W/ - x9 ANCHOR BOLT W/ 2 .2 ° WASHER SET IN 51MF'S0N �p — S" CMU 2" WASHER SET IN 51MF'S4N ° S" CMU S CMU ° I HIGH STRENGTH EPDXY 1/2 GYP- WL. 5D. 1 NIGH STRENGTH EPOXY , 1/2 GYP. WL. 51D- 1/2 GYP. WL. 5D. EME�ED. MIN. 32 OC MAX. EMBED, MIN. 32" OG MAX. WOOD BASE 1/2" BASE j ------ WOOD }SASE d a • � . a .tea .-�-.�.-+-�. . Na" THICK, 3 COAT ,Ll '/s" THICK, 3 COAT d .� d d, a d d PORTLAND GEMENT d d PORTLAND CEMENT PLASTER? APPLIED PLASTER'. APPLIED . , a ' w DIRECTLY TO 4 DIRECTLY t0 4 d . Q MASONRY MASONRY 1 -STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT C LG. UK WALL BLOCK WALL BLOCK WALL 11 *___45_LOC : 3/4" � � SCALE: 3/4 =1 -0 SCALE. 3/4`=I'-0` 2X4: ® 2X4: ® 2X4: CM TO BLOCK W/ 'i(v SECURE t0 BLOCK W/ 3if6' SECURE TO OLOCK W/Y4' SECURE SECURES OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SWANK 5IZE .145 (MIN. SWANK SIZE .145 (AIN. SWANK SIZE VE MIN. MEAD SIZE . .14 MIN. HEAD 5IZE 300 MIN, WEAR SIZE 300 EMBEDMENT 1 Y4`) MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT I Y4') MIN. WITHIN 8" EACH END < WITHIN 5` OF EACH END 4 WITHIN 5' OF EACH END 4 18" O.G. MAX SPACING. 15" O.G. MAX SPACING. 15" O.C. MAX SPACING. " CMU 2X6: 2X6: ® 2X6: ® NOTE: STRUCTURAL 2X MUST S a DRYWALL SECURE TO BLOCK W/2 -3�b" NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -3/f&' SECURE TO 5LOGK W/1-1/4' 13E ON OUTRIDE 4 RECUREP SECURETAPCONS OR DRIVE PIN 5E ON OUT5IDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH NON-BTRUGTURAL 1'X4" OR 1"X2" P.T. NAILER (MIN. SWANK SIZE VE THROUGH NON-5TRUCTURAL (MIN. SWANK SIZE .145 5E ON OUTSIDE 4 SECURED (MIN. SHANK 5IZE .145 3,fa' TAPCON MIN. 1 Y4" 1x4 P.T. OR %'X4" MIN. SECURE MIN. HEAD SIZE .300 3%b- TAPCON MIN. 1-Y4' MIN. HEAD 5IZE 300 THROUGH NON-STRUCTURAL MIN. HEAP SIZE 300 EMBEDMENT INTO BLOCK. THRU FRAME 4 EXTEND 1Ya' MIN. EMBEDMENT I Y4') EM5EDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4') 3/f6' TAPCON MIN. 1Y4' MIN. EMBEDMENT 1 Y4"} " INTO BLOCK W! 3 " TAPCONS WITHIN 1 D EACH END 4 8` CMU WITHIN 8 OF EACH END 4 EM5EDMENT INTO BLOCK. WITHIN 5" OF EACH END 4 a" CMU O. eJ - aR 21 )DX OR DRIVE PIN 18" O.C. MAX SPACING. 18' O.G. MAX SPACING. " 18' O.C. MAX SPAC ING. S CMU S� DRYWALL TYVEiG BUILDINGS WRAF (MIN. SHANK SIZE .145 DRYWALL 2XB: MIN. HEAD SIZE .300 2X8: ® 2X5: ® "DRYWALL 1"X4' 5 1"X2" F.T. NAILER 1"X4° OR I°xa" P.T. NAILER 3 � SECURE t0 BLOCK W/1-1/4 SECURE TO 15LOCK W/2-3�f6" SECURE TO BLOCK W/a-,(�, 1`X4' OR 1'X2' P.T. NAILER TAPCON5 OR DRIVE PIN 7fe.' 0.35. X 4" MIN. MIN. EMBEDMENT 1-Y4 (MIN. SHANK 5IZE .145 TAPCONS OR DRIVE PIN 7f6` O.S.B. X 4" MIN. TAPCONS DR DRIVE P FORTIF15ER 1�LDG PAPER WITHIN 8' OF EACH END 4 18' (MIN. SHANK SIZE .145 DOOR CASING DOOR CASING O.G. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE .300 MIN. HEAD 5IZE 300 MIN. HEAD SIZE .300 —DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4 } GALV D 1�ITL, LATH " DOOR JAMB 0R WINDOW MIN. EMSEDMENt I Yd") ATTACH TO 2X PER DOOR JAMB OR WINDOW POOR CASINGS MIN. EM5EDMENT 1 Y4) ATTACH TO 2X PER DOOR JAMS OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER WITHIN S" C7F EACH END $ WITHIN 5" OF EACH END 4 -I/S" TEXTURED ATTACH TO 2X PER 18` O.G. MAX SPACING. MANUFACTURES DETAILS. 15" O.G. MAX SPACING. MANUFACTURES DETAILS. 15" O.C. MAX SPACING. MANUFACTURES DETAILS. F IN I S�-1 LUOOL% MANUFACTURES DETAIL5. lJ I(�OD 1 5 uJ,4 NOTE: SHIM AS NEEDED t0 PLUMB JAMS (DO NOT EXCEED Ya") NOTE: SWIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SWIM A5 NEEDED TO PLUMS JAMB (DO NOT EXCEED Ya") NOTE: SHIM AS NEEDED TO PLUMB JAMB CPO NOT EXCEED Y4") /a TO /a MICS LL DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16" CONSTRUCTION UJEEP 6CIREED DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16" oR +5 4 WINDOW TO BLOCK +1—tis 16" To BLOCK +3" WINDOW TO BLOCK +3-7 16" p_ WINDOW TO BLOCK +3 4 _m, T___WW1jjNLDOW SCALE:1".r-(a' acALE:1"�I'-m' ' ,._ ..• m z � A SCALE: i' I'-®' SCALE I i 2X4: CM 2X4: ® CEO 2X4: ® 2X4: 4" „ 3 SECURE TO BLOCK W/ 3if�" SECURE TO BLOCK W/ N& SECURE TO BLOCK W/Y4' `+ C1'11.I SECURE t0 BLOCK W/ �b TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SWANK SIZE.145 (MIN. SHANK 5IZE .145 " (MIN. SHANK SIZE .145 (MIN. SWANK SIZE .145 MIN. WEAL) SIZE 300 MIN. WEAL) SIZE 300 �J" /� TEXTURED MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4') MIN. HEAD SIZE 300 MIN. EMSEDMENt I Y4") ' FINISH -I M,48ON'� MIN. EMBEDMENT I Yd") MIN. EMBEDMENT 1 Ya') NOTE: STRUCTURAL 2X MUST WITHIN 5' OF EACH END 4 WITHIN 1 OF EACW END 4 WITHIN 8 OF EACH END 4 WITHIN 5 OF EACH END 4 15E ON OUTSIDE 4 SECURED 18' O.C. MAX SPACING. IS" O.C. MAX SPACING. THROUGH NON-5TRUCTURAL 15' Q.C. MAX SPACING. 15 O.C. MAX SPACING. 2X6: CEKI 2X6: ® 3�%" TAPGON MIN. I -Y4' 2X6: ® 2Xk" ® NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W12 -3X&' EMBEDMENT INTO BLOCK. SECURE TO 15LOCK W/1-1/4 SECURE TO BLOCK W/2 %&' SECURE TO BLOCK W/2 -Wb' BE ON OUTSIDE 4 SECUF; =D TAPCONS OR DRIVE PIN TAPCON5 OR DRIVE PIN NOTE: STRUCTURAL 2X MUST SECURE OR DRIVE PIN TA'PCON5 OR DRIVE PIN THROUGH NON-BTRUGTURAL (MIN. SWANK SIZE .145 a" CMU (MIN. SHANK SIZE.145 13E ON OUTSIDETAPCON4 SECURED (MIN. SWANK SIZE VE (MIN. SHANK SIZE .145 3 MIN. WEAL) SIZE 300 "DRYWALL MIN. HEAD 5IZE 300 THROUGH NON-5TRUCTURAL MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 .fa TAPCON MIN. IY4 MIN. EMBEDMENT 1 Y4') 3/f6` TAPCON MIN. 144" WE SCREED MIN. EMBEDMENT I Y4") EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4') 1'X4" OR 1'X2" P.T. NAILER WITHIN 5' OF EACH END 4 EMBEDMENT INTO BLOCK. � d MIN. EM5EDMENT 1 Yet') WITHIN 8' OF EACH ENP 4 WITHIN 5 OF EACH END 4 WITHIN 8' OF EACH END 4 5 CMU 15" O.C. MAX SPACING. 2ND 2X SECURE t0 15" O.C. MAX SPACING. 15' P.C. MAX SPACING. IS' O.C. MAX SPACING. y' DRYWALL STRUCTURAL MEM5ER W/(2)12d S" CMU DETAIL � 2X5: ®" DRYWALL 5" CMU 2X5: 1 I'X4' OR 1'X2' P.T. NAILER 2X8: ® 3 " WITHIN O.C.MAXACH END 4 to" Y OD TO 2X5: ® Y �' DRYWALL SECURE TO BLOCK W/2-�(�," " SECURE TO SLOGK W/2-r(6ECURE TO BLOCK W/1-1/4" TO a' O.G. MAX TAPGONS OR PRIME PIN 1X4 OR I'X2 P.t. NAILER BLOCK C O N l� T E C T I O SECURE TO BLOCK W/2-�(� " " " � 1 P.T. X 4 MIN. TAPCON5 IN.SHA OR DRIVE PIN 1�1 �L� J-+ TAPCONS OR DRIVE PIN I X4 OR 1X2 P.T. NAILER TAPCONS OR DRIVE PIN (M IN. SWANK SIZE .145 POOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SWANK SIZE .14�a DOOR CASING (MIN. SHANK SIZE .145 1" P.T. X SCALE= 1 I/2"=1'-�" MIN. MEAD SIZE .300 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAP 5IZE 300 POOR CASING MIN. WEAL) SIZE 300 MIN. EMEsEDMENT 1 Y4') DOOR JAMi3 OR WINDOW MIN. EMBEDMENT 1 EN MIN. EMSEDMENt 1 Y4') DOOR JAMB OR WINDOW ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4") ATTACH TO 2X PER DOOR JAMS Oi4s WINDOW ATTACH TO 2X PER WITHIN I OF EACH END 4 WITHIN 5' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8 OF EACH END 4 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. MANUFACTURES DETAILS. 15" O.C. MAX SPACING. 15' O.C. MAX SPACING. 15' O.C. MAX SPACING. 15" O.C. MAX SPACING. MANUFACTURER DETAILS. NOTE: SHIM A3 NEEDED TO PLUMS JAMB (Do NOT EXCEED Y4') NOTE: SHIM A3 NEEDED TO PLUMB JAMB (D0 NOT EXCEED Y4') NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM A5 NEEDED t0 PLUMB JAMS (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" DOOR JAMB TO BLOCK +1 1 WINDOW TO BLOCK +3 WINDOW TO BLOCK +3 3/4 WINDOW TO BLOCK +1 1 WINDOW TO BLOCK +2 1/ 4" F _ H SCALE:1°=1'-0' B SCALE: I"=1'-0' D SCALE: 1'=1'-0' SCALE: I =I fO A R C H 1T E C TS o/uroup inc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 BLOCKING BETWEEN ES FI5ERGLA55 SHINGLES BLOCKING BETWEEN 2x4 BL FIBERGLASS SHINGLES �.r---2x4 tRU55Es At FIRST TWO BAYS >I.0 DVI #15 FELT PAPER TRUSSES AT FIRST TWO 5AYS OYER 015 FELT PAPER ON 4'-0" O.C. CAT SHEATHING " 0.5.5. SHEATHING OR a"7_7 1 4'-0" O.C. CAT SHEATHING 1 �� 0.5.5. SHETI-ZINC OR ---_ SEAMS) GDX PL'T WOOD SECURED SEAMS) CDX PLYWOOD 5ECURED PRE -ENG GABLE TRUSS PER NAILING SCHEDULE PRE -ENG GABLE TRU55 PER NAILING SCHEDULE CONT. 2x4 RAT RUN SECURED W/ (2) F'.T_ 1x2 W/ MTL. DRIP EDGE 2x4 NAILER MTL. DRIP EDGE` 12d'g � E ACH TIRU65 FI�ERGLA55 SHINGLES 2x4 5U5-5AND CONT, 2x4 RAT RUN SECURED - AND 2x4 SUS � TO �E IN S ALLED a MID. POINT OF OVER #15 FELT PAPER ON ALUM. SOFFIT W/ (2)126'9 e EACH TRUSS ,ALUM. SOFFIT tRU55 SPAN, OR 10'-01, O.C. MAX. Imo" O.S.5. SHEATHING C 2" STIFF5ACK AT ALL UPRIGHTS TO E INSTALLED MID. POINT OF TRUSS SPAN, OR STIFFB,ACK �T ,ALL SEE ENERGY CODE FORMS CDX PLYWOOD SECURED OVER 4'-10" HIC�1-I (SEE 10'-0" O.C. MAX. UPRIGHTS OVER �4'-10" FOR INSULATION R -VALUES. PER NAILING SCHEDULE SEALED ENG, FOR SIZE E HIGH (SEE SEALED ENG. a" GYPSUM BOARD OR° CONDITION,) 4 a=r`��a2r-�,' r_nr)F FORMS HIGH STRENGTH CLG. PRE -ENG TRUSS SEE ENERGY CODE FORMS � D.S,5. SHEATHING OR FOR INSULATION R -VALUES. 1� O.S.�3. SHEATHING OR �" BOARD FOR INSULATION R -VALUES. CDX PLYWOOD. ATTACHEDCDX PLYWOOD. ATTACHED :`° 2x4 NAILER GYPSUM MTL. DRIP EDGE H" GYPSUM �OAizD OR ° PSUM BOARD OR " HIGH PER NAILING SCHEDULE ON a-41CH STRENGTH CLCD. PEfiz NAILING SCHEDULE ON aa d SHEET L)5 SHEET L)5 2x4 a 24" O.C. � INTERIOR 2x� SU1 -SAND STRENGTH CLG, BOARD 50ARD K 3 COAT INTEL E3LIG -1/S" THICK, 3 COAT KNEE WALL CONC. FILLED LINTEL 5LK -1/0THIC CONC_ FILLED L VENTED ALUM. SOFFIT W/ C1) #5 RE5AR CONTINUOUS PORTLAND CEMENT PLASTER W/ (1) 05 RE5AR CONTINUOUS PORTLAND CEMENT PLASTER CON). FILLED LINTEL SLK OVER EXPANDED GALV'D OVER EXPANDED GALV'D W/ CI) #5 REf3Afi�' CONTIOUS NU PRECAST LINTEL R-4.2 BATT. IN5UL. EM�3ED, STRAP VERIFY W/ METAL LATH ON FORT(FIBEi'z METAL LATH ON FORTIFI�3ER TRUSS PLAN R-4.2 BATT. INSUL. JUMBOTEX GRADE "D" F'RECA5T LINTEL UM�50TEX GRADE "D" PAPER P'.ECAST LINTEL PAPER OVER TYVF-1G OVER TYVEK CUILDING WRAP WINDOW ATTACHMENT AS \FL WINDOW ATTACHMENT AS BUILDING WRAP (REFER TO WINDOW ATTACHMENT AS (REFER TO STUCCO SPECS PER MANUFACTURES Nall THICK, 3 GOAT PER MANUFACTURES STUCCO SPECS FOR PER MANUFACTURES OR COMPLETE INFORMATION) SPECIFICATIONS PORTLAND CEMENT SPECIFICATIONS COMPLETE �� SF'ECAST S (L WEEP SCREED PLASTER APPLIED OAST SILL (SEE DETAIL 2) PRECAST SILL SEE DETAIL 2) �'RECAS7 SILL DIRECTLY TO PRE CI) #5 RE�3AR VERTICALLY SECURE GALE TO 2x� P.T. (1) #5 RE5AR VERTICALLY SECURE GABLE TO 2x(a P.T. C1) #5 REAR VERTICALLY' MASONRY PLATE W/ 126'9 S" O.C. MAX W/ CONC. POU "�: CELL PLATE W/ 126'S a" O.C. MAX W/ CON(. POUF CELL W/ LONG. PDDR DELL FURRING STRIPS SECURE 2x� PT. PLATE TO 1x2 P.T. FURRING STRIPS SECURE 2x& PT. PLATE TO 1x2 F.T. FURRING STRIPS �,. I(o O.C. 1x2 P.T. FUfi�R I �: 1& 11 O.C. LK W/ �"x9 ANCHOR BOLT W/ O,C. LK W/ - x9 ANCHOR BOLT W/ 2 .2 ° WASHER SET IN 51MF'S0N �p — S" CMU 2" WASHER SET IN 51MF'S4N ° S" CMU S CMU ° I HIGH STRENGTH EPDXY 1/2 GYP- WL. 5D. 1 NIGH STRENGTH EPOXY , 1/2 GYP. WL. 51D- 1/2 GYP. WL. 5D. EME�ED. MIN. 32 OC MAX. EMBED, MIN. 32" OG MAX. WOOD BASE 1/2" BASE j ------ WOOD }SASE d a • � . a .tea .-�-.�.-+-�. . Na" THICK, 3 COAT ,Ll '/s" THICK, 3 COAT d .� d d, a d d PORTLAND GEMENT d d PORTLAND CEMENT PLASTER? APPLIED PLASTER'. APPLIED . , a ' w DIRECTLY TO 4 DIRECTLY t0 4 d . Q MASONRY MASONRY 1 -STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT C LG. UK WALL BLOCK WALL BLOCK WALL 11 *___45_LOC : 3/4" � � SCALE: 3/4 =1 -0 SCALE. 3/4`=I'-0` 2X4: ® 2X4: ® 2X4: CM TO BLOCK W/ 'i(v SECURE t0 BLOCK W/ 3if6' SECURE TO OLOCK W/Y4' SECURE SECURES OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SWANK 5IZE .145 (MIN. SWANK SIZE .145 (AIN. SWANK SIZE VE MIN. MEAD SIZE . .14 MIN. HEAD 5IZE 300 MIN, WEAR SIZE 300 EMBEDMENT 1 Y4`) MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT I Y4') MIN. WITHIN 8" EACH END < WITHIN 5` OF EACH END 4 WITHIN 5' OF EACH END 4 18" O.G. MAX SPACING. 15" O.G. MAX SPACING. 15" O.C. MAX SPACING. " CMU 2X6: 2X6: ® 2X6: ® NOTE: STRUCTURAL 2X MUST S a DRYWALL SECURE TO BLOCK W/2 -3�b" NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -3/f&' SECURE TO 5LOGK W/1-1/4' 13E ON OUTRIDE 4 RECUREP SECURETAPCONS OR DRIVE PIN 5E ON OUT5IDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH NON-BTRUGTURAL 1'X4" OR 1"X2" P.T. NAILER (MIN. SWANK SIZE VE THROUGH NON-5TRUCTURAL (MIN. SWANK SIZE .145 5E ON OUTSIDE 4 SECURED (MIN. SHANK 5IZE .145 3,fa' TAPCON MIN. 1 Y4" 1x4 P.T. OR %'X4" MIN. SECURE MIN. HEAD SIZE .300 3%b- TAPCON MIN. 1-Y4' MIN. HEAD 5IZE 300 THROUGH NON-STRUCTURAL MIN. HEAP SIZE 300 EMBEDMENT INTO BLOCK. THRU FRAME 4 EXTEND 1Ya' MIN. EMBEDMENT I Y4') EM5EDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4') 3/f6' TAPCON MIN. 1Y4' MIN. EMBEDMENT 1 Y4"} " INTO BLOCK W! 3 " TAPCONS WITHIN 1 D EACH END 4 8` CMU WITHIN 8 OF EACH END 4 EM5EDMENT INTO BLOCK. WITHIN 5" OF EACH END 4 a" CMU O. eJ - aR 21 )DX OR DRIVE PIN 18" O.C. MAX SPACING. 18' O.G. MAX SPACING. " 18' O.C. MAX SPAC ING. S CMU S� DRYWALL TYVEiG BUILDINGS WRAF (MIN. SHANK SIZE .145 DRYWALL 2XB: MIN. HEAD SIZE .300 2X8: ® 2X5: ® "DRYWALL 1"X4' 5 1"X2" F.T. NAILER 1"X4° OR I°xa" P.T. NAILER 3 � SECURE t0 BLOCK W/1-1/4 SECURE TO 15LOCK W/2-3�f6" SECURE TO BLOCK W/a-,(�, 1`X4' OR 1'X2' P.T. NAILER TAPCON5 OR DRIVE PIN 7fe.' 0.35. X 4" MIN. MIN. EMBEDMENT 1-Y4 (MIN. SHANK 5IZE .145 TAPCONS OR DRIVE PIN 7f6` O.S.B. X 4" MIN. TAPCONS DR DRIVE P FORTIF15ER 1�LDG PAPER WITHIN 8' OF EACH END 4 18' (MIN. SHANK SIZE .145 DOOR CASING DOOR CASING O.G. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE .300 MIN. HEAD 5IZE 300 MIN. HEAD SIZE .300 —DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4 } GALV D 1�ITL, LATH " DOOR JAMB 0R WINDOW MIN. EMSEDMENt I Yd") ATTACH TO 2X PER DOOR JAMB OR WINDOW POOR CASINGS MIN. EM5EDMENT 1 Y4) ATTACH TO 2X PER DOOR JAMS OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER WITHIN S" C7F EACH END $ WITHIN 5" OF EACH END 4 -I/S" TEXTURED ATTACH TO 2X PER 18` O.G. MAX SPACING. MANUFACTURES DETAILS. 15" O.G. MAX SPACING. MANUFACTURES DETAILS. 15" O.C. MAX SPACING. MANUFACTURES DETAILS. F IN I S�-1 LUOOL% MANUFACTURES DETAIL5. lJ I(�OD 1 5 uJ,4 NOTE: SHIM AS NEEDED t0 PLUMB JAMS (DO NOT EXCEED Ya") NOTE: SWIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SWIM A5 NEEDED TO PLUMS JAMB (DO NOT EXCEED Ya") NOTE: SHIM AS NEEDED TO PLUMB JAMB CPO NOT EXCEED Y4") /a TO /a MICS LL DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16" CONSTRUCTION UJEEP 6CIREED DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16" oR +5 4 WINDOW TO BLOCK +1—tis 16" To BLOCK +3" WINDOW TO BLOCK +3-7 16" p_ WINDOW TO BLOCK +3 4 _m, T___WW1jjNLDOW SCALE:1".r-(a' acALE:1"�I'-m' ' ,._ ..• m z � A SCALE: i' I'-®' SCALE I i 2X4: CM 2X4: ® CEO 2X4: ® 2X4: 4" „ 3 SECURE TO BLOCK W/ 3if�" SECURE TO BLOCK W/ N& SECURE TO BLOCK W/Y4' `+ C1'11.I SECURE t0 BLOCK W/ �b TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SWANK SIZE.145 (MIN. SHANK 5IZE .145 " (MIN. SHANK SIZE .145 (MIN. SWANK SIZE .145 MIN. WEAL) SIZE 300 MIN. WEAL) SIZE 300 �J" /� TEXTURED MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4') MIN. HEAD SIZE 300 MIN. EMSEDMENt I Y4") ' FINISH -I M,48ON'� MIN. EMBEDMENT I Yd") MIN. EMBEDMENT 1 Ya') NOTE: STRUCTURAL 2X MUST WITHIN 5' OF EACH END 4 WITHIN 1 OF EACW END 4 WITHIN 8 OF EACH END 4 WITHIN 5 OF EACH END 4 15E ON OUTSIDE 4 SECURED 18' O.C. MAX SPACING. IS" O.C. MAX SPACING. THROUGH NON-5TRUCTURAL 15' Q.C. MAX SPACING. 15 O.C. MAX SPACING. 2X6: CEKI 2X6: ® 3�%" TAPGON MIN. I -Y4' 2X6: ® 2Xk" ® NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W12 -3X&' EMBEDMENT INTO BLOCK. SECURE TO 15LOCK W/1-1/4 SECURE TO BLOCK W/2 %&' SECURE TO BLOCK W/2 -Wb' BE ON OUTSIDE 4 SECUF; =D TAPCONS OR DRIVE PIN TAPCON5 OR DRIVE PIN NOTE: STRUCTURAL 2X MUST SECURE OR DRIVE PIN TA'PCON5 OR DRIVE PIN THROUGH NON-BTRUGTURAL (MIN. SWANK SIZE .145 a" CMU (MIN. SHANK SIZE.145 13E ON OUTSIDETAPCON4 SECURED (MIN. SWANK SIZE VE (MIN. SHANK SIZE .145 3 MIN. WEAL) SIZE 300 "DRYWALL MIN. HEAD 5IZE 300 THROUGH NON-5TRUCTURAL MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 .fa TAPCON MIN. IY4 MIN. EMBEDMENT 1 Y4') 3/f6` TAPCON MIN. 144" WE SCREED MIN. EMBEDMENT I Y4") EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4') 1'X4" OR 1'X2" P.T. NAILER WITHIN 5' OF EACH END 4 EMBEDMENT INTO BLOCK. � d MIN. EM5EDMENT 1 Yet') WITHIN 8' OF EACH ENP 4 WITHIN 5 OF EACH END 4 WITHIN 8' OF EACH END 4 5 CMU 15" O.C. MAX SPACING. 2ND 2X SECURE t0 15" O.C. MAX SPACING. 15' P.C. MAX SPACING. IS' O.C. MAX SPACING. y' DRYWALL STRUCTURAL MEM5ER W/(2)12d S" CMU DETAIL � 2X5: ®" DRYWALL 5" CMU 2X5: 1 I'X4' OR 1'X2' P.T. NAILER 2X8: ® 3 " WITHIN O.C.MAXACH END 4 to" Y OD TO 2X5: ® Y �' DRYWALL SECURE TO BLOCK W/2-�(�," " SECURE TO SLOGK W/2-r(6ECURE TO BLOCK W/1-1/4" TO a' O.G. MAX TAPGONS OR PRIME PIN 1X4 OR I'X2 P.t. NAILER BLOCK C O N l� T E C T I O SECURE TO BLOCK W/2-�(� " " " � 1 P.T. X 4 MIN. TAPCON5 IN.SHA OR DRIVE PIN 1�1 �L� J-+ TAPCONS OR DRIVE PIN I X4 OR 1X2 P.T. NAILER TAPCONS OR DRIVE PIN (M IN. SWANK SIZE .145 POOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SWANK SIZE .14�a DOOR CASING (MIN. SHANK SIZE .145 1" P.T. X SCALE= 1 I/2"=1'-�" MIN. MEAD SIZE .300 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAP 5IZE 300 POOR CASING MIN. WEAL) SIZE 300 MIN. EMEsEDMENT 1 Y4') DOOR JAMi3 OR WINDOW MIN. EMBEDMENT 1 EN MIN. EMSEDMENt 1 Y4') DOOR JAMB OR WINDOW ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4") ATTACH TO 2X PER DOOR JAMS Oi4s WINDOW ATTACH TO 2X PER WITHIN I OF EACH END 4 WITHIN 5' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8 OF EACH END 4 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. MANUFACTURES DETAILS. 15" O.C. MAX SPACING. 15' O.C. MAX SPACING. 15' O.C. MAX SPACING. 15" O.C. MAX SPACING. MANUFACTURER DETAILS. NOTE: SHIM A3 NEEDED TO PLUMS JAMB (Do NOT EXCEED Y4') NOTE: SHIM A3 NEEDED TO PLUMB JAMB (D0 NOT EXCEED Y4') NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM A5 NEEDED t0 PLUMB JAMS (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" DOOR JAMB TO BLOCK +1 1 WINDOW TO BLOCK +3 WINDOW TO BLOCK +3 3/4 WINDOW TO BLOCK +1 1 WINDOW TO BLOCK +2 1/ 4" F _ H SCALE:1°=1'-0' B SCALE: I"=1'-0' D SCALE: 1'=1'-0' SCALE: I =I fO A R C H 1T E C TS o/uroup inc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 9uH1:)Iv. & TUSCA PLACE NORTH LOT X10 PROJECT# 1004.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: MONOLITHIC I- STORY WALL SECTIONS & NOTES ARCWTECT STATE OF FLORIDA DA'l�i�c: 03 06 12 SCALE: 1/4"=1'-0" SHEET D ©F` 9 w 1AE411llf, >I.0 a luLu Gl q aU Cl z c� z 11.1 9uH1:)Iv. & TUSCA PLACE NORTH LOT X10 PROJECT# 1004.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: MONOLITHIC I- STORY WALL SECTIONS & NOTES ARCWTECT STATE OF FLORIDA DA'l�i�c: 03 06 12 SCALE: 1/4"=1'-0" SHEET D ©F` 9 1AE411llf, 9uH1:)Iv. & TUSCA PLACE NORTH LOT X10 PROJECT# 1004.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: MONOLITHIC I- STORY WALL SECTIONS & NOTES ARCWTECT STATE OF FLORIDA DA'l�i�c: 03 06 12 SCALE: 1/4"=1'-0" SHEET D ©F` 9 FIBERGLA55 SHINGLES FIBERGLASS SHINGLES OVER #15 FELT PAPER ON OVER 015 FELT PAPER ON 2x4LOGKING BETUJEEN i/1(o" 0.5,5. SHEATHING OR 2° TRU55E5 AT FIRST TWO BAYS " O.S.B. SHEATHING OR "' 4 -0 O.C. (AT SHEATHING CDX FLYW00p SECURED CDX PLYWOOD SECURED SCHEDULE SE PER NAILING 5G1-4EDULE PER NAILING SCHEDULE FARE -ENG TRU55 MTL. DRIP EDGE PRE -ENG GABLE TRU55 MTL, DRIP EDGE - SEE ENERGY CODE FORI"IS 2x4 5U5-�5AND CONT. 2x4 RAT RUN SECURED W/ (2) 126'5 e EACH TRU55 2x4 5U5-5y4Np FOR INSULATION R -VALUES. ,ALUM. SOFFIT VENTED ALUM. all C;3T 5UM 5OARD OR 2° STIFFk3�4CK AT ,ALL SOFFIT HIGH STRENGTH GLG. UPRIGHTS OVER 4' -10" BOARD HIGH (SEE SEALED ENCS. DOUBLE TOP PLATE TWIST STRAP VERIFY W/ FOR SIZE 4 CONDITION) WINDOW HEADER SIZE TRU55 PLAN SECURE 2x4 ELATE TO SEE ENERGY CODE FORMS �:fES PER WINDOW INSULATION R -VALUES_ VAUJA1-L UJ/ �'x(o" THRU-5OLT5 OPENING SEE HEADER SPAN CHART FOR � 32 D.C. MAX THEN a" GYPSUM BOARD OR DETAILS SECURE GABLE TO 2x4 HIGH STRENGTH CLG. ,1 0.5.8. 5HEATHING OR 2" WINDOW ATTACHMENT ,45 PLATE W/ 126'5 S" O.C. MOARX 5014RD CDX PLYWOOD. PER MANUFACTURES ATTACHED PER NAILING SPECIFICATIONS 5ECURE GAE3LE TO DBL DOUBLE TOP PLATE TOP PLATE W/ 5IMP50N SCHEDULE ON SHEET D5. WINDOW SILL HTC4 15) 24" O.C.MAX -1/S" THICK, 3 GOAT WINDOW ATTACHMENT AS 1�ORtLAND CEMENT 2x STUDS 16" D.C. MAX W/ WINDOOW HEADER SIZE PER MANUFACTURER' PLASTER OVER R-11 BATT. INSUL. MIN. VARIES PER WINDOW SPECIFICATIONS EXPANDED GALV'D 3iT 4 G SUBFLOOR GLUED OPENING SEE HEADER SPAN METAL LATH ON AND NAILED 45 PER s CHART FOR. DETAILS WINDOW SILL FoRTIFIBER JUM50TEX NAILING SCHEDULE 16 O.S_B. SHEATHING O>�.? 2 2x 5TUD5 Q 1(o" O.C. MAX W/ GRADE "D" PAPER OVER CDX PLYWOOD. R-11 BATT. INSUL. MIN. TYVEK BUILDING WRAF ATTACHED PER NAILING (REFER TO STUCCO SCHEDULE ON SHEET D5 t 4 G SUSFLOOR GLUED SPECS FOR COMPLETE 1/a" THICK, 3 COAT AND NAILED AS PER INFORMATION) PORTLAND CEMENT PLASTER NAILING SCHEDULE NOTE: SHEATHING MUST OVER EXPANDED GALV'D NOT BREAK 1'-0" MIN. }ARE -ENG FLOOR TRUSS METAL LATH ON FORTIFIBER FROM 2ND FLR LINE (INSTALL PER MFG. SPECS.) JUMBOTEX GRADE "D" PAPER 4:� �" UM OA DOR 1° OVER TYVEK BUILDING WRAF 2x4 CONT. TOP AND a GYPS B 1� 2 (REFER TO STUCCO SPECS BT. OF FLR TRUSS (TOP 4,a: HIGH STRENGTH CLG. FOR COMPLETE INFORMATION) 2x4 SUPPORTS Bt BOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRU55 PLATE OF 2ND FLR, ST• CONC. FILLED LINTEL BLK NOT 5REAK V-0" MIN. 9T" GYPPSSUM BOARD 0R PER MFG. SFEGSJ 2x4 IS FOR WALL W/ (1) #5 R EBAR CONTINUOUS FROM 2ND FLR LINE HIGH STRENGTH CLC. H G SHEATHING NAILER) a. R- 4,2 BATT. INSUL. 2x4 GOVT. � TOP AND WEEP SCREED Bt. OF FOR TRU55 (TOE' BO,AR'D (SEE DETAIL 2A) PRECAST LINTEL 2x4 SUPPORTS BT GONG. FILLED LINTEL BLK �— WINDOW ATTACHMENT AS PLATE OF 2ND FLR, BT. W/ (1):05 REBAR CONTINUOUS EMBED, STRAP VERIFY PER MANUFACTURES 2x4 IS FOR WALL W/ TRU55 PLAN SPECIFICATIONS SHEATHING NAILER) F'REGAST LINTEL Na" THICK, 3 COAT---PREC,45T SILL WINDOW ATTACHMENT X45 PORTLAND CEMENT (1) #5 REBAR VERTICALLY WEEP SCREED PER MANUFACTURER PLASTER APPLIED W/ CONC_ POUR CELL (SEE DETAIL 2,4) SPECIFICATIONS DIRECTLY t0 MASONRY 1x2 F.T. FURRING STRIPS PREG,46T SILL �' EMBED. STRAP' VERIFY (1) #5 REBAR VERTICALLY 2—STORY 1� O.C. W/ TRUSS FLAN W/ CONC. POUR CELL FIRST FLOOR a" CMU 1/2 G'i'ft . WL. BD,/s" CHICK, 3 COAL Ix2 P.T. FURRING STi�fPS BLOCSECOND �. ,...-- WOOD BASE PORTLAND CEMENT �,.� � 1�" D.c, PLASTER APPLIED FLOOR FRAME DIRECTLY To 8° CMu 1 SCALE: 3/4"=1'-0" 2 — S TO RYMA '�3LE I/2" GYP. WL. BD. ' IF M 11 � WDOD BASE A FIRST FLOOR BLOCK SECOND D A FLOOR FRAME 1A 4.� 4 SCALE: 3/4" =1' -0" O.S.B. SHEATHING OR ' CDX 2x STUDS 6 16" O.G. MAX W/ pLYWOOD. ATTACHED PER ATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS e I�" D.C. MAX W/ -I/1�" O.S.B. OR '" CDX R-11 B D5 R-11 BATT. INSUL. MIN. TYVEK BU ILD ING WRAF ¢" T 4 G 5U5FLOOR GLUED 7/5" THICK, 3 GOAT PORTLAND 3" T 4 G 5U5FLOOR GLUED FORTIP1 EIR AND NAILED AS PER CEMENT PLASTER OVER AND NAILED 45 PER BLDG FAPER NAILING SCHEDULE EXPANDED GALV'D METAL LATH NAILING SCHEDULE G,4LV'D MTL. LATH ON FORTIF15ER JUMBOTEX GRADE "p" PAPER OVEN'. TYVEK 7/S" TEXTURED BUILDING WRAP (REFER TO FINISH 's WOOD STUCCO SPECS FOR COMPLETE WOO© "/a" TO Na" MID W,4LL INFORMATION) CONSTRUCTION WEEP SCREED 2x4 CONT. e TOE' AND BT_ OF FOR TRUSS (TOP 2x4 °' Z d SUPPORTS BT PLATE OF 2ND PRE -ENG FLOOR TRU55 FOR, 5T_ 2x4 15 FOR WALL PRE -ENCS FLOOR TRUSS ";a� + '+a 8" CMU fM 50N HETA-1G� EMBED. SHEATHING NAILER) a" GYPSUM BOARD OR S P WEEP SCREED HIGH STRENGTH CLG. 5/5" TEXTURED STRAP e 32" O.C. MAX VERIFY (SEE DETAIL 2A) BOARD F-IN15H 'a MASONRY W/ TRUSS ELAN +'4' EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK a" GYPSUM BOARD OR 2" W/ TRUSS PLAN W/ (1) 05 REBAR CONTINUOUS HIGH STRENGTH CLC. BOARD/a" THICIG, 3 GOAT PORTLAND GEMENT PLA5TER APDL IED WEEP SCREED DIRECTLY TO MASONRY DETAIL 0) WOOD TO FLOOR CONNECTION AT PARALLEL/ PERPENDICULAR PRE= ENG FLCJOR TRUSS BLOCK CONNECTION � �� SCALE- 1 1/2"=1'-0° : 3/4�� =1 -0 A R C H I T E C T S Design Gr u p Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a b d esi gn gro u p. co m AA #: 0003325 SUB3DIv. & TUS C A PLACE NORTH LOT X10 PROJECT# 1004.054 MODEL» >' 2200" GARAGE SWING: LEFT ]PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA MARW,,, zo, ]PRINT DATE: 03/06/12 SCALE: 1/4"=1'-0" SHEET D 4 OF9 w Lu U Q w p Dj ILI r d p z uj� W 0 A � � SUB3DIv. & TUS C A PLACE NORTH LOT X10 PROJECT# 1004.054 MODEL» >' 2200" GARAGE SWING: LEFT ]PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA MARW,,, zo, ]PRINT DATE: 03/06/12 SCALE: 1/4"=1'-0" SHEET D 4 OF9 NOTE: NAIL SHEATHING TO ALL 2X AS PER EXT. SHEATHING NAILING, 8d 4" O.C. MAX e EDGES 4 ro"-a" O.C. MAX IN THE FIELD PRECAST HEADER(MIN) 0 X.- O.S.B. ORA' PLYWOOD SHEATHING PRECAST HEADER(M IN) A 2 X 4 (MIN 2 X 31 1-3/16 TAPCON PBL. TOP PLATE 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON FLASHING MIN HEAD SIZE 300 MUST ADD PIS -TO, 36" WIDE AND WALL SUDS SGURE7 AND MUST BE A MIN 24" WIDE METAL. MIN EMBEDMENT 1 1/4") FIBERGLASS SHINGLES (3) 12d's EACH END SECURE 2 X RIP TO FI OR DRIVE PIN (MIN SHANK 6IZE.145 1/2' CLG. BOARD 4 TE=XT. 8" FROM EACH END AND 1S' D5L. TOP PLATE MTS -12 a EVER STUD a EVERY 1/2" DRYWALL OTHER STUD WOOD STUDS *16' O.C., 2X4 EST. PLATE N.D. ON TRUSS PLAN 2X4 CONT. STRESS 1rU MAX, 7/I 00 MIN HEAD SIZE.300 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 2X4 16" O.C. MAX. ATTACHMENT SCALE: 1/2"=1'-0' GABLE X -BRACING SCALE: 1/2"=1'-0' OR DRIVE PN (MIN SHANK SIZE.145 S" TEXTUREP FINISH MIN EMBEDMENT 1 1/4') MIN EMBEDMENT 1 1/4") 8' FROM EACH END AND 18' 1/16' 055 SHEATHING 8' FROM EACH END AND is, 2 X 5 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 1/16" 085 SHEATHING MIN EMBEDMENT 1 1/4") 2X4 16" O.C. MAX. 8' FROM EACH END AND IS" (WHE=N OVER 16' IN HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING 2 X 4 16' O.C. MAX. O.C. MAX. MIN 1-1/4' EM5EPMENT�� 2 X 6 (MIN 2 X 3) 2-3/16 TAPCONS� Ulll MIN. 2-12d PER 51-K. EA. END ARCHWAY DETAIL 4 16' AND UP SCALE: I_ W (WHEN OVER 16' IN HIEGHT.) OR DRIVE PIN (MIN SHANK 51ZE.145 SECURE 2X4 W/ 2-�ifv 2 X 4 (WHEN OVER 16' IN HIEGHTJ MIN HEAD SIZE 300 TAPCONS OR DRIVE PIN W 0 d TEMPERED MASONITE MIN EMBEDMENT 1 1/4') (MIN. SHANK SIZE.145 MIN. z LUE 4 NAIL W/Sd'S 8"-12" O.C. GLUE S' FROM EACH END AND 18' HEAD SIZE 300 MIN. z IF NEEDED' O.C. MAX. MIN 1-1/4' EMBEDMENT EMBEDMENT I Yd W/IN 5' q 0 c) UZ.I 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON EA. END NOT TO EXCEED 2 X SOLID BLK'G * ARCH OR DRIVE PIN (MIN SHANK 51ZE.145 16' O.C. MAX N�..L SECURE W/2 -12d EACH END MIN HEAD SIZE 300 2X4 SOLID BLOCKING -- � ATTACHMENT PER MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/ MIN. 2-126 PER ELK. EA. END MA UFAC URER' SPECS. 8' FROM EACH ENP AND 18" MTL WDW FRAME O.C. MAX. MIN 1-1/4' EMBEDMENT 1/16' 055 SHEATHING 2X4 SOLID F AME DOL. TOP PLATE 2X4 16' O.G. MAX. SECURE 2x4 TO WOOD W/2-126 6 6'-S' O.C. STAGGERED SECURE 2X4 W/ 2-)11 TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 0/4' W/IN 5' EA. END NOT TO EXCEED IS" O.G. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITH MIN. 2-126 PER BLK. EA. END 3 EXTERIOR ARCHWAY SCALE: 1/2" ■ 1' -0' CMU WALL ARCHWAY DETAIL 1 16" AND UNDER SCALE: 1/2"=1'-0' 2X4 PT. PLATE 51MP50N 51=4 -9 32' O.G. MAX 32' O.G. 1' EMBEDMENT CONC. SLAB 2 0516 CONT. 1 -STORY INT. BEARING WALL SCALE: 1/2' =1' -2}" NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAF ONLY, PO NOT INSTALL CONNECTORS. BLOCKING SECURE TO SHEATHING WITS MIN. 2-126 PER BLK. EXTERIOR ARCHWAY EA. END WITH WINDOW SCALE. 0 X.- O.S.B. ORA' PLYWOOD SHEATHING PRECAST HEADER(M IN) 0 "15 BLDG. FELT 2 X 4 (MIN 2 X 31 1-3/16 TAPCON �3 24' WIDE 26 GA. GALVANIZED METAL OR DRIVE PIN (MIN SHANK SIZE.145 FLASHING MIN HEAD SIZE 300 MUST ADD PIS -TO, 36" WIDE AND WALL SUDS SGURE7 AND MUST BE A MIN 24" WIDE METAL. MIN EMBEDMENT 1 1/4") FIBERGLASS SHINGLES (3) 12d's EACH END PR�-I TRUSS 2x DOUBLE TOP PLATE 1/2' CLG. BOARD 4 TE=XT. 8" FROM EACH END AND 1S' SIMPSON SP42X4 05L. TOP PLATE F2X4 MTS -12 a EVER STUD a EVERY 1/2" DRYWALL OTHER STUD WOOD STUDS *16' O.C., 2X4 EST. PLATE N.D. ON TRUSS PLAN 2X4 CONT. STRESS 1rU ,,_5LOCKING MID -WALL 2X4 PT. PLATE 51MP50N 51=4 -9 32' O.G. MAX 32' O.G. 1' EMBEDMENT CONC. SLAB 2 0516 CONT. 1 -STORY INT. BEARING WALL SCALE: 1/2' =1' -2}" NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAF ONLY, PO NOT INSTALL CONNECTORS. BLOCKING SECURE TO SHEATHING WITS MIN. 2-126 PER BLK. EXTERIOR ARCHWAY EA. END WITH WINDOW SCALE. ,CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRUSS 70U15LE TOP PLATE 2x CONTINOUS STRESS 3LOCKING MID WALL 2x STUDS is 16" O.C. MAX " t 4 G 5U5FLOOR GLUED 4ND NAILED AS PER MAILING SCHEDULE ST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON M8TA-36 -0 32" J.C. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRE55 BLOCKING MID WALL 2x STUDS 6 16" O.C. MAX 1/2' GYP. WL. BD. SECURE EST. PLATE TO SLAE3 W/ �`I ANCHOR BOLT W/ 2" WASHER SET IN 6IMP60N HIGH STRENGTH EPDXY 1' EMBED. MIN. SIMP50N SP4 ,0 32"O.C. MAX INT. 2—STORY L.B.W. SCALE: 1/2"=1'-0" xNDTE: NO GAPWDW R TO EXCEED 1/4' ARCHWAY DETAIL A CUTAWAY SCALE: 1/2'=I' - Oil 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZII MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8" FROM EACH END AND 18` EXISTING 151-K ABV. O.C. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FIN16H 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/S' TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 0 MIN HEAD SIZE 300 1/16' 065 SHEATHING MIN EMBEDMENT 1 1/4') 2 X 4 16' O.C. MAX. 8' FROM EACH END AND 18" (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 m ARCH MIN HEAD SIZE 3005ECURE W/2-126 EACH END MIN EMBEDMENT 1 1/4`1 8' FROM EACH END AND IS" ATTACHMENT PER O.G. MAX. MIN 1-i14" EMBEDMENT MANUFACTURER'S SPECS. MTL WDW FRAME 1/4' TEMPERED MA50NITE 'NOTE: NO GAP a WDW FRAME GLUE 4 NAIL W/6d'5 8'-12" O.G. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL CUTAWAY SCALE: 1/2'=V-00 ASPHALT SHINGLES OVER 0 15 FELT ON 1/16" 0.5.8. PRE -ENG TRUSSES OR PRE -ENG GABLE TRUSS GONV. 'FRAMED RAFTERS SPF STIFFBACK (5EE SEALD ENG. PACK FOR SIZE 4 CONNECTION) Z,xz 2x4 5PF BLOCKING BETWEEN TRU55E5 AT FIRST TWO BAYS 4'-O' O.G. (AT SHEATHING SEAM 0.5.5. SHEATHING OR ' PRECAST HEADER(M IN) CONT. 2x4 SPF RAT RUN 2 X 4 (MIN 2 X 31 1-3/16 TAPCON SECURED W/ (2) 12d's g EACH OR DRIVE PIN (MIN SHANK SIZE.145 H 113 TRU55 MIN HEAD SIZE 300 (2) 2x4 w2 S.Y.P. DIAGONAL BRACE: W/ (3) WALL SUDS SGURE7 9TA 12d's 0 EACH TRUSS (DIAGONAL MIN EMBEDMENT 1 1/4") X -BRACING t0 COVER r -TRUSSES (3) 12d's EACH END GYPSUM BOARD OR �" 'M 2x DOUBLE TOP PLATE HIGH STRENGTH CLG. 8" FROM EACH END AND 1S' NOTE.- BOARD MTS -12 a EVER STUD DIAGONAL BRACE a CENTER OF TRU55 SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE: C ANY SPAN 15'-0" OR GRATER REFER TO 2X4 EST. PLATE O.C. MAX. MIN 1-1/4" EMBEDMENT o'-0' t0 30'-0" CI) X-5RACE 30-1' TO 11` (3) X -BRACE (1) X -BRACE * CENTER AND (2) 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON DORMER ATTACHMENT SCALE: 1/2"=1'-0' GABLE X -BRACING SCALE: 1/2"=1'-0' OR DRIVE PN (MIN SHANK SIZE.145 MIN HEAD 51ZE .300 MIN EMBEDMENT 1 1/4") 8' FROM EACH END AND 18' O.G. MAX. MIN 1-1/4' EMBEDMENT 2 X 5 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 1/16" 085 SHEATHING MIN EMBEDMENT 1 1/4") 2X4 16" O.C. MAX. 8' FROM EACH END AND IS" (WHE=N OVER 16' IN HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ Ulll MIN. 2-12d PER 51-K. EA. END ARCHWAY DETAIL 4 16' AND UP SCALE: ,CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRUSS 70U15LE TOP PLATE 2x CONTINOUS STRESS 3LOCKING MID WALL 2x STUDS is 16" O.C. MAX " t 4 G 5U5FLOOR GLUED 4ND NAILED AS PER MAILING SCHEDULE ST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON M8TA-36 -0 32" J.C. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRE55 BLOCKING MID WALL 2x STUDS 6 16" O.C. MAX 1/2' GYP. WL. BD. SECURE EST. PLATE TO SLAE3 W/ �`I ANCHOR BOLT W/ 2" WASHER SET IN 6IMP60N HIGH STRENGTH EPDXY 1' EMBED. MIN. SIMP50N SP4 ,0 32"O.C. MAX INT. 2—STORY L.B.W. SCALE: 1/2"=1'-0" xNDTE: NO GAPWDW R TO EXCEED 1/4' ARCHWAY DETAIL A CUTAWAY SCALE: 1/2'=I' - Oil 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZII MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8" FROM EACH END AND 18` EXISTING 151-K ABV. O.C. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FIN16H 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/S' TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 0 MIN HEAD SIZE 300 1/16' 065 SHEATHING MIN EMBEDMENT 1 1/4') 2 X 4 16' O.C. MAX. 8' FROM EACH END AND 18" (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 m ARCH MIN HEAD SIZE 3005ECURE W/2-126 EACH END MIN EMBEDMENT 1 1/4`1 8' FROM EACH END AND IS" ATTACHMENT PER O.G. MAX. MIN 1-i14" EMBEDMENT MANUFACTURER'S SPECS. MTL WDW FRAME 1/4' TEMPERED MA50NITE 'NOTE: NO GAP a WDW FRAME GLUE 4 NAIL W/6d'5 8'-12" O.G. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL CUTAWAY SCALE: 1/2'=V-00 ASPHALT SHINGLES OVER 0 15 FELT ON 1/16" 0.5.8. PRE -ENG TRUSSES OR PRE -ENG GABLE TRUSS GONV. 'FRAMED RAFTERS SPF STIFFBACK (5EE SEALD ENG. PACK FOR SIZE 4 CONNECTION) Z,xz 2x4 5PF BLOCKING BETWEEN TRU55E5 AT FIRST TWO BAYS 4'-O' O.G. (AT SHEATHING SEAM 0.5.5. SHEATHING OR ' CDX PLYWOOD SECURED CONT. 2x4 SPF RAT RUN PER NAILING SCHEDULE SECURED W/ (2) 12d's g EACH H 113 TRU55 2x4 BLOCKING UNDER (2) 2x4 w2 S.Y.P. DIAGONAL BRACE: W/ (3) WALL SUDS SGURE7 9TA 12d's 0 EACH TRUSS (DIAGONAL BETWEEN TRUSS BAYS W/ X -BRACING t0 COVER r -TRUSSES (3) 12d's EACH END GYPSUM BOARD OR �" 'M 2x DOUBLE TOP PLATE HIGH STRENGTH CLG. STUDS O.C. NOTE.- BOARD MTS -12 a EVER STUD DIAGONAL BRACE a CENTER OF TRU55 SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE: C ANY SPAN 15'-0" OR GRATER REFER TO 2X4 EST. PLATE TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. o'-0' t0 30'-0" CI) X-5RACE 30-1' TO 11` (3) X -BRACE (1) X -BRACE * CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END DORMER ATTACHMENT SCALE: 1/2"=1'-0' GABLE X -BRACING SCALE: 1/2"=1'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) loci GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) loci GUN NAILS 2x RAFTERS Ix8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS a EA. TRUSS - RAFTER TO TRUSS MT5-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENG TRUSSES - PRE -ENG. TRU55- ALTERNATE CONNECTION M5TA-24 RAFTER TO 5LK'G BETWEEN TRUSSES' g__QONV. FRAMED ROOF SCALE: 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1' TO 60'-0' (3) 'X' BRACE (1 'X' BRACE a CENTER) (2 'X' BRACE PIVIDEP EQUALY FROM CENTER t0 END) FIBERGLASS SHINGLES OVER N 15 FELT ON 1/16" O.S.5. (2) 2X4 02 SYP DIAGONAIL BRACE W/ 3-12d A EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUS5E5 2X4 BLOCKING FIRST 2 5AY5 AT SHEATHING SEAMS (2) loci NAILS EA END TO TRUSS 5PF 5TIFF5ACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) L2 1/16" 055 SHEATHING USE Sd NAILS AT 4" cc. EDGE 4 6" o.c. FIELD 2X4 W/ 3/8' X 5 LAG 032' O.G. MAX. OR 51MP80N M6TA-24 e 32' O.C. MAX. SHEATHING NAILING TO BE 6'-5' O.G. IN FIELD 4' O.C.OALL EDGES W/86 NAILS 2 - DSL 2X& S SCALE: 1/2"=1'-0" FINISH Q LANDING 3/4" PLYWOOD F.F. TRUSS 24' o.c. 1/2' CLG. 50ARD NAIL CONT. RAT RUN TO •TRU55 W/ (2) 12d 0 EA. TRU55 2X4 SYR RAT ADJACENT -70 DIAGONAL BRACE=. D5L TOP PLATE 2X4 STUD 16" O.C. MAX. 12" z 3/4" PL`1 WOOD WITH L 412 -t:> COMM°NS LANDING DETAIL „ NAILED THRU 3/4 FfNIS1-1 � LANDING EACH INTO 3/4" PLYWOOD F.F. EAGH STRINGER 3-2x12 SYP STRINGER DSL 2X12 2X12 TREAD REINFORCED W/2X4 SPF OR CUT TO FIT W/CONT. 5EAD OF JOIST 1X5 RISER 5U5 -FLOOD.' ADHESIVE PL -400 OR SIMILAR EA HORIZONTAL RUN SECURE TREADS TO STRINCzER W/(3)#S 3" SCREWS 1a) EA STRINGER, UNTHREADED SHANK TO EXTEND 5EYOND THICKNESS OF 5U5 -FLOOR SHEATHING NOTE-:: STAIRS RISERS TO CONFORM M 1115 UPLIFT SIMPSOM HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPGONS TO CONT POURED LINTEL +' 1900 UPLIFT (2) SIMPSOM HTSN120 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4" TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2' APART 1 TRUSS ANCHOR RETROFIT N.T.S. 3111 MIN, FINISH 7r A WINDER DETAIL LESS THAN 4" T`t'P. 5ETWEEN SPINDLES HAND RAIL 1/2 " DRYWALL IX10 TRIM --- _1" NOSING TYP. TO F5C 200-1 (3) 106 CUT NAILS 2R+1T=24 -25 3/1(0" MAX. VARIATION IN RISERS/TREADS 2X4 P.T. m ADJACENT TO EACH OTHER SLEEPER INTO 3/S" MAX. VARIATION IN ANY RISER/TREAD SLAB HANDRAIL CIRCULAR CROSS SECTION DIA. TO gE 13/4" +-1/4" OR PROVIDE EQUIVALENT GRASPAC I L 1 T`t' 1 WINDERS- MIN. �?" WIDE e NARROW END J- e -- MIN. 11" WIDTH a 12" FROM NARROW END 34" MIN. HANDRAIL HGT. STAIR SECTION DETAILS SCALE: 3/4"=V-0" A R C H I T E C T S Desi Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUSDIV. 8e LOT: TUSCA PLACE NORTH LOT X10 PROJECT# 1664.054 MO DEL: "2200" GARAGE SWING: LEFT PAGE: misc. DETAILS ARCHITECT- STATE OF FLORIDA PRINT DATE: 03/06/12 SCALE -.1/4"-1'- 0" W x 2 Ulll I_ W W 0 d 0 z z q 0 c) UZ.I 4 � � <04 SUSDIV. 8e LOT: TUSCA PLACE NORTH LOT X10 PROJECT# 1664.054 MO DEL: "2200" GARAGE SWING: LEFT PAGE: misc. DETAILS ARCHITECT- STATE OF FLORIDA PRINT DATE: 03/06/12 SCALE -.1/4"-1'- 0" 4'x4" SELF -ADHERING MEMBRANE 6 NOTE FLASHING (COMPATIBLE W/ HOUSE APPROVED BUILDING WRAP WRAP MATERIAL) OVER SHALL BE LAPPED A MINIMUM OF APPROVED HOUSE WRAP. ` FLASHING TO EXTEND ONTO PIPE :'``:`' ":;` VERTICAL LAPS (ROLL :::: ENDS) 4 6" a HORIZONTAL LAPS. I" OR LE55 PIPE (o'xrv' SELF -ADHERING MEMBRANE M5 N TO TA BACKING SHALL BE LAPPED NOT ALL SEA NEED BE PED PENETRATION FLASHING (COMPATIBLE W/ HOUSE LESS THAN 2 ON WALLS, THE ONE-PIECE VERTICAL "M" WITH FORT15ER SHEATHING TAPE \ WRAP MATERIAL) OVER "x4" TYPE CONTROL JOINT BACKING SHALL BE LAPPED 50 ::: .,_.... ATTACHED TO WIRE LATH r' �\ WATER WILL FLOW TO THE FLASHING RER MEMBRANE W/WIRE TIE. WIRE TIE LATH �-- r EXTERIOR. SACKING SHALL NOT FLASHING OVER APPROVED BE HOUSE WRAP. AG BETWEENPL AST ER FLASHING TO EXTEND ONTO PIPE TO OUTSIDE OF THICK, 3 COAT CEMENT BASE (LATH) AND FLANGES OF :`•:`•'``:::::':; APPLIANCE FLANGE W/18 �` PLASTER GAUGE WIRE 7" O.G. ` \ ACCESSORIES. METAL LATH TO :.::;:•.:::;',: WRC LAYER *2, FORTIF15ER METAL FLANGE CONTACT SHALL BUILDING PAPER / r MIN. LAP METAL LATH \ BE REQUIRED TO ENSURE THAT LATH SHALL NOT BEMETAL LATH 1 FLANGES ARE MECHANICALLY CUT AND OVERLAP ONE SIDE OF CONTINUOUS THROUGH LOCKED TOGETHER. PER ASTM CONTROL JOINTS BUT WRIT LA'Y'ER *I, X X X I CI063 1.83.1 SELF -ADHERING MEMBRANE CUT AND OVERLAP ONE SIDE OF SHALL BE STOPPED 5TUCCO WRAP— FLASHING SELF -ADHERING AND TIED AT EACH X X FLASH) MEMBRANE G SIDE. PER ASTM C1063 WOAD SHEATHING METAL LATH STEF 0� HJT *2 rt.Ifl�_l.d� >! WRB LAYER *1, b WRB LAYER *I," THICK, 3 COAT CEMENT 5TUCCO WRAP k Q X tl x x"` BtUGGO WRAP PLASTER METAL LATH Wg,RB uLpLAN�YE}�R *2, FORTIFIBER — — — &" MIN PAPER LAP BBELOW ONLY L// METAL LATHAPER 1. WR5 LAYER *2, FORTIFIBER I 1 WRe LAYER *2, FORTIFI ER BUILDING PAPER b'x(r" SELF -ADHERING MEMBRANE BUILDING PAPER WRB LAYER *1, FLASHING OVER 4'x11•" " TO \ I SELF -ADHERING MEMBRANE 3" MIN. GAP MIN 3" MIN. `� --- J STUCCO WRAP FLASHING OVER APPROVED / INSTALL FASTENERS (CLIPS, . ,� • STRAPS, STAPLES) AS HOUSE WRAP. WHERE METAL PLASTER BASE WOOD SHEATHING REQUIRED TO SECURE I FLASHING TO EXTEND ONTO PIPE / WITH BACKING IS USED, THE PIPE/ WIRE TO FRAMING \ VERTICAL AND HORIZONTAL LAP FLA SELF -ADHERING MEM$RANE JOINTS SHALL ESE BACKING ON /� HOUSE OVER APPROVED SACKING AND METAL ON METAL. .. ��.,.v:..•. ;ti;. _;,,:.:. „•..�:.,. ., �.•.-..:-,.,: HOUSE WRAP. PER ASTM 01063 i.83 .�'..F ...,.. .:' .. FLASHING TO EXTEND ONTO PIPE r MIN LATH LAP, k' OVER 3 " I . /$ CONT. BEAD OF SEALANT �--� ALL LAP INSTALL APPROVED HOUSEWRAP AIR r APER LAP INFILTRATION BARRIER OVER SCALE: 11/2'-V-0' r . SHEATHING ELASTOMERIC COATING OYER STUCCO/ I G.V. FINISH (BEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL SECTION WOOD SCUDS �• PER FBG Exterior lathing and plastering Exterior use of portland cement plaster ONE VERTICAL—PIECE :r shall comply with the application "M" TYPE CONTROL JOINT SHEATHING requirements of ASTMC926-11A. Installation of exterior lathing and framing BUILDING shall comply with ASTM C 1063-11A. ". b' MIN PAPER LAP STUCCO LAP s LATH V LAP A PAPER ti? ti I. FOLD INWARD a PT. A I. FOLD INWARD PT. A F I FE f=ENETfRATION D TAfL Ab •� HORIZONTAL LATH g FOLD 2• CREASE PT B � C' � � � 8c PAPER DETAIL DETAIL _. FOLD 45 WOOD 5NE,4TN INCA WR5 LA"r'EFR "I, ` STUGGO WR,4f' I. FOLD INWARD 4 I. FOLD INWARD A PT. A u PT. A I; :;.. 8 T+�I GK, 3 GOAT GEMENT 2. CREASE 49 PT. 15 2• CREASE Pt PLASTER 3. CREASE a FT. C I' 3. CREASE 9 PT. C 4. FOLD FIT- G OVER PT_ METAL LATH TILL PT. C TOUCHES F BOTTOM FLANGE END L E CT z Y LAP WRB 4 TAPE OVER ROOF/WALL 5GIREED f 7 I A LANE ( W FOLD Q Z x SnX n 111-11 TYPE CONTINUOUS LA"° 1, STUCCO W A ') Oil BOTTOM aALV. METAL FL>45HINCA FLANGE WATERTIGHT Z (NAIL TO ROOF DECK, NOT SEAL. FOLD, 22 , WALL 5NEAT�IIN6) W LA— 'r 2 ( O ° TIF1 1l.21 CUT. 4 CAP &HINGLE - DO NOT NAI U I LSD IN FAF INSTALL WITH ROOF GEMENT " THICK, 3 COAT CEMENT PLA5TER 1 T A L LATH X X X x WRB LAYER 02, FORTIFIBER .. BUILDING PAPER •ti� WR5 LAYER *I, -0.. STUCCO WRAP ROOF GEMENT U G G o d ;. s a LAP LAYERS OF iBUILDING WRAF' y N OVER NAILING FLANGE, STOP � 6HINGLE ROOFING d WRB APPROX. 1 �' ABOVE SIIINC�LES \ M."= MAD: z WOOD HEATHIN . . CASING I I 5x5 WALL FLASHING 7h KICK-OUt FLASHINGCSEE 5 L F- A H I V FLA 5 H I N� - - DETAIL) �' \ K M K 11 \ FELT UNDERLAYMENT WATER TIGHT SEAL ($END OR /x vtf SOLDER, DD NOT CUT) � NOTE: INSTALL KICKOUT SHINGLE ROOFING�o FLASHING AT BOTTOM OF ROOF a 9 9 9 9 F L A S -H-TING WALL INTERSECTIONS DRIP EDGE: OVERLAP 2" /- EXTEND Ya" BELOW A` I 2 II I _ /� II SHEATHING, MECHANICALLY FASCIA WRAP l �f�cJ— /fC.� FASTEN 12" O.C. MAX. ............... ARCHITECTS Desi n g Group O u P Inc. 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 SUBDIV. & LAT TUSCA PLACF NORTH LOT X10 PP.0jECT# 1664.054 MODELS "2200" C;1WAC1E SWING: LEFT PACE: WALL ASSEMBLY DETAILS ARCHITECT= STATE OF FLORIDA MA IDATE:. 003/06/12 SCALM: 1/4"=1'-0" SHEET WAI oir2� 9 N 61 Z 0 N W I D N 0 4 � q o z w zz lu h � N q � � C~ SUBDIV. & LAT TUSCA PLACF NORTH LOT X10 PP.0jECT# 1664.054 MODELS "2200" C;1WAC1E SWING: LEFT PACE: WALL ASSEMBLY DETAILS ARCHITECT= STATE OF FLORIDA MA IDATE:. 003/06/12 SCALM: 1/4"=1'-0" SHEET WAI oir2� 9 STUCCO INSTALL 6" 5ELF-ADHERING INlsl-I MEMBRANE FLASHING OVER (0" 6ELF,4DHESIVF- ISI: TOP, 51DE(5) AND BOTTOM OVER TOP 4 Sir-)r=5E-ENS TRU55 WOOD SHEATHINGFLANGES OF NDN-MOVA5LE I FRAME OF THE EXHAUST. ER 01, SELF WOOD SHEATHING STU COYWRAP SEQUENCE OF FLASHING TO BE: E 1 BOTTOM 7 SIDES 3. TOP FLASHING UNIT WRB LAYER #1, gRUIBLD NGEPAPE92 RtIFIBER I X: VENT CAP 15 TO SE SET IN BED I: STUCCO WRAP WOOD OF 5EALANT AT TOP ANDI CONSTRUGt14N METAL LATH SIDES DNLY. 5E 4LANT 15 TO 5EPiREI" ANUR DRYER ' TOOLED SO A5 TO DEFLECT PENT CAP (SET IN I�.. UJATER AWAY FROM JOINTS. ANT) " WR5 LAYER #2, FORTIFISER S CMU Z11"�i8" TEXTURED �CONT. SE�4L FINISH � WOOD tr : 1:.� " I' E -Z BEAD ALL AROUND ::. 3UILDING-� P,4PEfi� 11 Ya" TO iia" MID -WALL VENT -APPLY SEALANT ALL WEEP SCREED .X JOINT5 AND INTERSECTIONS I ad 15e .;I : APPLY SEALANT AT PEizn IET i� ol= TOP 4 cJ. IDE5 I -- ° THICK, 3 COAT CEMENT �=► BACKER RDD NON-MOVABLE FRAME AND STUCCO ON ALL SIDES, y4" G"4ULKING e JOINT PLASTER A . 4 .. ALL AROUND 12" WIDE STRIP SELF �p T� ADI-4E51VE FLASHING, CLEAN DRYER VENT (BLOCK) 7/5" TO �/g" M� - W,4 MA80NR1 BEFORE APPL1 INC PER FBC Exterior lathing and plastering I , Exterior use of portland cement plaster WEEP SCREED , T I E BACKER ROD shall i comply with the application I TO METAL LATH W/IS TEXTURED p y pp FINISH * MASONRY I requirements of ASTM C 926-11 A. I G; A. WIRE 'a -1 " O.C. 611 SELF-ADHESIVE HORIZONTAL WEEP SCREED Installation of exterior lathing and framing shall comply with ASTM C 1063-11A. �UILL7INC� PAPERI: FLASHING (FRAME TO BLOCK). OVER "QU Ic< r _ -I I. WOOD FRAMED WRg, LAYER 01, �i'.`�> FL,45H" WALL STUCCO WRAP... �..., NODDED VENC `ORIZONTAL WEEP SCREED LE("END " THICK, 3 COAT CEMENT - - H . � PLASTER PIPE THROUGH / ►� . (FRAME TO FRAME) METAL LATH WALL D F,41 N AS E PL ANE (WR5 WRB LAYER *2, FORTIFIBER L AA T ER *'1, STUCCO WRAP) BU ILD ING PAPER WOOD SHEATHING - WR5 LAYER #2 (FORT IF 15EIR - - DRYER VENT (FRAME) "QUICIG FLASH"Bu►�D1N P,�PR) �KET (INSTALL PER X X X X G,4S �'1T�L. �.�T�1 MANUR 5PEC5.) s° 5UILL7ING PAPER UNDER "QUICK. FLASH" WR5 LAYER 01, CUT OPENING IN - STUCCO WRAP WOOD 5#,4T INS APPROVED HOUSEWRAP FOR BOX INSTALLATION ATE N T PENETRATION X CUT "" INTO 5 EL-F-ADHE51VE FL_,45 IIN A WRB LAYER `�1 " SELF ADHERING SG,4LE: N.T.S. MEM5RANE FL,4SHINCA STUCCO WRAP APPLY SELF-ADI-IERING MEMBRANE FLASHING 1 WOOD SHEATHING OVER BOX AND OVER APPROVED WRB LATER #1 TEf=- 6TEF APPROVED HOUSEWRAP WR5 LAYER #I, BELOW STUCCO WRAP 1 ELEC. METER FIELD VERIFYLOGTION CUT SUCH TH,4T APPLY G@ MIN SELF -ADI -ADHERING ELEC. METER FIELD NO MEMBRANE GRADE "D" FELT MEMBRANE FLASHING VERIFY LOCATION ENTERS BOX, OVER T APPLY TO FACE SELF -ADHERING ,4PPLY STUCCO SGiR,4TG1-I C0,4 EDGE FLASHING OVER • ,4ND ONE (1) L,4YER OF PAINT APROVED PRIOR TO INSTALLING ELEC. HouSEWRAP METER WRB LAYER'. 02, FORTIFIBER BUILDING PAPER C.AVIT'' TO 5E FILLEDC &TF-f=3 WITH RIGID POLYMER I50CY,4NOTE-POLY5LEND FOAM C IGRE,4T STUFF" OR SIMILAR) APPLY ,4 SILICON .. ..:... ELASTOMERIC '�`REA TO RECEIVE 5,45E SEALANT AT POINT : . COATING OVER STUCCO SCRATCH GOAT NETR,4TE5 SEE T�I TYPICAL WALL 4 1 COAT OF PAINT W15,4C,<- TH�4T ELEC. WIRE PE APPLY E -Z BEAD • ° • ° • o • o SECTION) ROLL PRI01R TO OVER &0 MIN • ° • ° • ° ' • GRADE "D" °; ;' METAL LATH ELEC. METER INSTALLATION FELT -PROVIDE o o SEALANT AT ALL • ° ° o• •o JOINTS AND • ° ° • o ° INTERSECTIONS • ° ° • o .o.o•o 0 •o•o•o•o PROVIDE STUCCO SCR,4TCH CO,4T L,4RGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER C,4N AND DISCONNECT o ELECTRICAL CONDUIT PENETRATION 9 ELECTRICAL RECEPTACLE 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 #: 0003325 i sTJBDIV. & LOT: TUSCA PLACE NORTH LOT #10 PROJECT# 1004.054 MODEL- »2200�, GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA M zU1 z JAME CANTWELL A NO 12079 1PRINT I?ATE• 0 3 0 6 1 2 SCALE: 1./4„_11-01, W :SHEET la -I WA2 OF 9 w WLU a N In tn q D O a z N z z Ua 4JulL] sTJBDIV. & LOT: TUSCA PLACE NORTH LOT #10 PROJECT# 1004.054 MODEL- »2200�, GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA M zU1 z JAME CANTWELL A NO 12079 1PRINT I?ATE• 0 3 0 6 1 2 SCALE: 1./4„_11-01, :SHEET WA2 OF 9 REMOVE A5 LEGEND WOOD SHEATHING WRB LATER *1, NEEDED TO ACCOMMODATE STUCCO WRAP NEW DRIP METAL �---- �'L �N ( UJR5 WOOD j � �: it 11 III l CONSTRUCTIONWOOD WRB LAYER *2, FORTIFIBER \I TING �'" �~ L=A� R �I, STUCCO WR74P� I BUILDING PAPER ® ® MEM�RANE I .. CUT IP EXISTING5/4" WOOD/ TREX 1� L=,� #2 (FORT 1F- 1 1R — , _. , _. ,— ` CHICK, 3 GOAT GEMENT AT CREASE SLEEPERS I'= PLASTER EXISTING DRIP MEMBRANE U ID IN',4P) DRIP MOLD W/ WEEP HOLES EDGE j WOOD SHEATHING —r— I" SUS FLOOR 5 I4� X X X X .,.:, r,:....., .•.:.. ,... NEW /4 WOOD/ —WEEP HOLES DRYWALL \ ° THICK, 3 COAT CEMENT TREX PLANKING -1/8" TEXTURED FINISH PLASTER ��UCCO f ATH OVER WOOD SHEATHING NEW DRIP EDGE 3/8 R BRED REMOVE AND REPLACE �. - APPROVED BUILDING WRAP STUCCO DRI SCREED W/CONTROL JOINT ' THICK, 3 COAT CEMENT &�-`� �cTH IN PLASTER WOOD SHEATHING DRIP SCREED W/CONTROL J INT pp I.. NEW CASING BEAD _, IL,4�I fN DRIP MOLD DTL. C) CANT. 3: ;., ....::-..,. 6L� D 1 O A SCALE: 1 1/2"=1' NEW BALCONY DRIP STucco (;: SUS FLOOR AF WRB LAYER "2, FORTIFIBER DECK MEM5RANE, EDGE REMOVAL SUS FLOOR EXTEND OVER DRIP WOOD 5HF-ATHINC-4WRB LAYER #1 SCALE: NTS BUILDING PAPER WRB LAYER *1, EDGE STUCCO WRAP ®® STUCCO WRAF-' 3" X 3" 26 GA GALV_ WOOD I !; B LAYER *2, FORTIFIBER _ ��-� METAL DRIP EDGE WR CONSTRUCTION BUILDING PAPER SET IN FULL BED OF �/a" PLYWOOD FILLER, � SEALANT, Y" MIN. i BALCONY DRIP CONTINUOUS m SPACE FROM DRIP B EDGE REPLACEMENT FACE TO TRIG THICK, 3 COAL CEMENT Ya G'4P FOR SELF-ADHESIVE I PLASTER SCALE: NTS BACKER ROD 4 NOTE; SEALANT FLASHING WRAPPED I 5/S" 11 AROUND 8" WOOD S+-IEATHINC —�- F—XISTING SRIF �ELDGE WILL E3E FOLDED Uf= PLYWOOD FILLER TO ALLOW T�4E IN5T,4LL,4TION OF STUCCO TO �" THICK, 3 GOAT GEMENT THICK, 3 COAT CEMENT 8° THICK, 3 COAT CEMENT ,4ND cASING. FOLLOWING PAINTING, TI4E PLASTER PLASTER PLASTERMETAL LATH WRB LAYER #1, DR ff=' EDGE WILL 5E SENT 5,4C�IG TO ITS ... . 5TUGG0 WRAP ORIGINAL LOCATION AND SEALED TD TI -4E :,::•. :., , r�gi� SCREED W/CONTROL JOINT STUGC,(� WOOD SHEATHING CASING BEAD CASING BEAD BALCONY DRIP DTL. CQ CANT. BALCONY 11C EDGE INSTALLATION 10 SCALE: 1 1/2"=1'-O` SCALE: Nt5 11 DRIP EDGE REPAIR SCALE: NTS W©OD 6HEATHING 2x FR,4MING MEM5EP CMU WRB LATER *1, STucco WRAP $" THICK, 3 COAT CEMENT UJOOD 5�4E,4T�IINC PL,45TEr� WRB LA'C'ER 02, FORTIFIBER C, BU ILD ING PAPER > UJR5 L,41'E4, #1, 4 �� COR EIR 5EAD COI�.NE 5F -AZ,) METAL LATH _ I STUCCO lU}��E' FASTENED TO �NE,4T4-41NC <:; � ..::..;,,.:...:,:....::... (FASTENER SCINc �4" �� THICK, 3 COAT c�MENT I ;-, Lfp15 L�4�'E #2, O TIFf�E ; e O.C. MAX- PLASTER I i �UILDfNC� P,4P'E Go "5ELF-,4DHERING I " METAL LATH EL.45HING ~ J— :.:I a THICK., 3 C0,4T Cr=MF-SIT (EXPLODd VIEW FOR ED PL45TER WRS LAYER 01, CLARITY) STUCCO WRAP DRIP CAP WOOD I-4E�4T+�INC 5/5" THICK., 3 GOAT CEMENT X.PLA&TER ,4PPL IED METAL L,4T14 DIRECTLY TO M,450N1' )" WIN�)0111 FLANGE UJR5 LAYER #2, FORTIF15ER 15U I LD INCA PAPE' CORNER BEAD Cab 14A �4B CORNER BEAD FRAME CASING BEAD WINDOW 15 B (FRAME, NO BAND) A R C H I T E C T S or Desigin Group Inc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 sysaly. 8e .LOT: TUSCA PLACE NORTH LOT #10 PROJECT# 1604.054 MODEL.- " 2200 ODEL."2200 GAlt&GE SWING: LEFT PACE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA PRINT DATE: 03/06/12 SCALE: 1/4"=1'-0" SHEET WAS Ogg9 LEGEND DRAINAGE PLANE (WR5 LA~i'ER 01, STUCCO WRAP) WR5 LATER 02 (FORTIFBER ...... 5U ILD ING PAPER) METAL LATH x X X X 5TUCG0 •,a. a.: •.° A.: „. 771 UUOOD SHE,4THING WOOD 5HE,4T1—IING WRE3 L,4YER I'1, STUCCO uUR,4P �� THICK, 3 COAT CEMENT SELF–ADHESIVE FLAS�41NC- — — — — — — UJOOD 6HEATHING PL,4ST R UJR3 LATER 02, FORTIFfBER _ — SEALANT METAL LATH BUILDING PAPER I I WR5 LAMER 01, STUCCO WR,41= METAL LATI-1 WRQ LAYER #2, FORTIFIER THICK, 3 GDAT GEMENT I 4.. x x � PLASTER I IU I LD fNG P,4PR WINDOW FRAME "SELF -ADHERING _ I METAL LATH WRQ LATER #2, FORTIFIER FLAS1-11NG - 5U ILD f NG PAPER (EXPLODED II TkCK, 3 COAT CEMENT VINYAL ANGLED VIEUU FC)R PLASTER E–z BEAD VINYL G,4SING CASING 5E,42 CLARITY) (W/3/611 FLEX15LE PVC 5,4GKER ROD) X a.. DRIP CAP WR5 LAYER 01, WINDOW FLANGE STUCCO WR,4 (0" SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMk ER CASING BEAD Ca) WINDOW (FRAME, W/BAND) (15C WOOD 5�4EAT�4ING Y.d." Gr4P T"rtP �II THICK, 3 COAT GEMENT CASING 5EAl) PL,45TER M TAL LATH SEALANT TO WINDOW METAL LATH WRQ LA'I'R #1, ,•: WRQ LAYER #1, STUCCO WRAP 4 WOOD 5� ATH ING STUCCO WRAP WINDOW FRAME WRQ LATER #2, FORTfFf5ER WOAD SHEATHING BUILDING PAPER IU,UR LsAR1, III I < y I STUCCO WRP THfCK 3 G0,4T GEMENT —xx Se aeg PLASTER• i c,45ING I .� I � OVER PEEL � WRE3 LAYER �'2, FOR'TfFI£3ER' :•,f 1,JR LAR 2, f=0fRTlF15EfR STICK 4 FORTIFY BUILDING PAPER U f LQ f NG P,P VIN`"'L ANGLED - CASING 5EAD ;::t';.'. I TAL. La Tib E -z E3EAD VI1�lYL CASING (W/3/8" FI—EX15LE PVC 5,4CKER ROD) VINYL C,45ING 5EAD >� :., �— �� WINDOW FLANGE �,.., (X'LODD 8 T I COAT CFEMENT (0' WIDE PEEL 4 STICK f VIEW FOR PLASTER CL,4RIT`'i) 2X FRAMING OVER FLANGE MEMBER ,APPLY FULL 5ED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP 3UILDING WRAF�- CASING BEAD Ca) RAISED BAND FIE EAD WINDOW CASIN" - 17 II SCAL=E= 1 1/2II =1I -O A R C H IT E C TS .441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i sLTBDIv. & LOT: TUSCA PLACE NORTH LOT #10 PROJECT# 1004.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT- STATE OF FLORIDA JAME NTWELL A NO 079 00 PRINT DATE: 0_3/06/12 SCALE: 1/4"=1'-0" SHEET W A 4 Og w x i w � � 0 w Lu Lu N z E" z 4 � � Lojo sLTBDIv. & LOT: TUSCA PLACE NORTH LOT #10 PROJECT# 1004.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT- STATE OF FLORIDA JAME NTWELL A NO 079 00 PRINT DATE: 0_3/06/12 SCALE: 1/4"=1'-0" SHEET W A 4 Og CUT HOU5EWRAF AT 45° ANGLE MODIFIED "1" CU - IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOL OVER SHEATHIN WD STUD WALL INSTALL 6" SELF-ADHE FLASHING C NAILING FL, JAMBS EXTEND FL I" BELOW S FLEXIBLE I DO NOT 5E FIN MPORARILY QLD -UP E SEC OUSEWRAP l0' ACK FLAP UNG L HEAD FOLD HOLISEW IN AT JAMBS d SLOPE SILL R �� l II I l �s ,45TALL (o" aELF-ADHE 'LASHING C BOATED Al 4EAD FLAa WITH END I MAILING FLS EXTEND SELF-ADHE :LASHING I 3EYOND Jr =LASHING N5TALL ME: 71AP r...✓ JL 11 A 11 res ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS T�- FLASHING AT THE FOLD HOUSE DOWN 4 TAPE DIAGONAL C ACROSS HES WINDOW 0=F'LY 3/6' NOM. :ONTINUOUS BEAD >F SEALANT AT AMPS AND HEAD or APPLY TO BACK OF JINDOW NAILING LANGE IN LINE W/ 'RE - PUNCHED I.OLES OR SLOTS, IDE ADHESIVE — XZLE FLASHING VER DRIP CTAP Er—TO-WRAP EQUIV) WINDrJW FLASHINex INSTA]LLATION DETAILS F U L L W ll-�' �" A -- F-) ,5AL: I T5 S'I'P 4 STEP 9 INSTALL WINDOW FLUME, LEVEL AND SQUARE PE MANUFACTURER" WRITTEN INSTRUCTIONS 3 .. ' FLASHING OVER JOINT NOTE: I. IT IS THE CONTACTORS REBPON5151LTY TO VERIFY THE COMPATI51LITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS B SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2, INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING; SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: CLEAN AND 6EAL J,41"''15 TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOT I, - RF -FAIR REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A9CHITECTs /''! Desian roup GInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 lip ti W O � w WLu D ? o z z 0 C) 0) lu I'll 6' c 4 � � @ 6� N SV iiYi 7 . & '7 • TUSCA PLACE NORTH LOT X10 PROJECT# 1604.054 MODEL - "2200" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING ARCHfTECT- STATE OF FLORIDA DATE: 03Z06/12 SCAUE-. 1`4„=1r—O” SHEET WA 9 Ogg