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2129 Lili Petal Ct 12-1538 (a)FOR: "wo'ru"wo CLIO1 bu*,[- t ul b* Uulfb CBC1 252212 5850 T. Q. LEE BLVD. SUITE 600 ORLANDO, F=L. 32822 Tel= (407) 850-6200 Fav (407) 850-5300 • STATE OF FLORIDA DESIGN CRITERIA: *FLORIDA BUILDING CODE (FBC) 2010 RESIDENTIAL ABV. CERTIFIED BUILDING CONTRACTOR: LAV. FLORIDA FIRE PREVENTION CODE ADJ. DATE :2010 NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION ALT. D.R. HORTON HOMES *ALL LOCAL AND STATE CODES BDP. 5850 T.G. LEE BLVD. SUITE 600 LUMINOUS MEDICINE CABINET MANUFACTURER CAB. ORLANDO, FL, 32822 CONTROL D,4TE CLR. TEL: (407) 850-5200 R. MAGDONALD ELEVATION REV151ON5 CONI. CPT. FAX: (407) 850-5300 •OCCUPANCY - RESIDENTIAL, GROUP R3 C.T. D. m3/3ol10 * CONSTRUCTION TYPE - VB DBL. D.G. MTD. MTL. • MIN. INTERIOR FINISH - CLASS B DIA. O5/19/lO * BASIC WIND SPEED - 140 MPH (M/S) DIM, I P. O�/12/11 • 1 -STORY RESIDENCE - * 2 -STORY RESIDENCE - MAX. HEIGHT AS PER DP. S. • STATE OF FLORIDA ON CENTER TO LE ON CENTER PROPERTY LINE LOCAL AND STATE CODES DTL. PROFESSIONAL ARCHITECT: D.W. P.B. PH. PUSH BUTTON PHONE SPECIFIC PARAMETERS FROM FBC 2010 CH. 3 EA. JAMES CANTWELL USED FOR DESIGN INCLUDE: ELEV. EXH. AC)D NEW TRUSS LAYOUT FROM PRO5UILD 4,54C *CONCRETE MASONRY RESIDENTIAL PLT. PLYWD. AR NO. 12079 *CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. PR05UILD FLEW E FOR S,4UJGR.ASS I3AY *AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-10 F.G./FX . F.G. A.B. DESIGN GROUP, INC. FIN. . SQ.FT. CALL. S 1441 NORTH RONALD REAGAN BLVD. FLUOR. 01/25/11 LONGWOOD, FLORIDA 32"750 LIVING �15T.� 1,1rt4 5Q. FT. FTG. R. Tel: (407) 774-6078 LIVING �aNU.) 1,546 5Q' fit' GAR.DISP. Fax: (407) 774-4078 DOOR DOWNSPOUT DETAIL DISHWASHER G.F.I. REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR TOTAL LIVING 2,120 5Q Ft GL. ENTRY ELEV. 'A" 4 "13" 51 50. FT. GYP. BD. PR`08UILD TRU55 ENG. ELEV. D 4 E 13 H.B. RELOCATED A/C TO SECOND FLOOR LAUNDRY ENTRY ELEV. `G, P 4 E" 123 5Q. Ft. H.C. HDR. PLAN REVIEW 14 GARAGE 426 SQ. Ft, HGT. OR HT 15 o1/18/12 DATE CHECKED BY: SHT. SHTHG. SHWR. INSUL. TOTAL ELEV. "A" 4 '13" 32¢3 5Q. FT. TOTAL ELEV. "C, D 4 E" 3265 50. FT. PATIO 35 50. FT. 01/21/12 REVISED 1/2 WALL 16T FLR 5TA1R5 TO OPEN RAIL INT. SIM. SL. SIMILAR SLIDING 77/77/77 2010 FIG UPDATE FINISH SL. GL. SLIDING GLASS OPT. COVERED PATIO 12Go 50. FT. FLOOR ABBREVIATIONS REVISIONS ABOVE LAV. LAVATORY REV. DATE DESCRIPTION AIR CONDITIONING ADJUSTABLE ALTERNATE LUM. M.C. MFR: LUMINOUS MEDICINE CABINET MANUFACTURER 1 05/0S/11 CONTROL D,4TE ® o3/os/10 R. MAGDONALD ELEVATION REV151ON5 AMPERAGE BOARD MIN.' M.T. MINIMUM METAL THRESHOLD Q3 m3/3ol10 R. MACDONALD REVI5ION5 CENTER LINE CABINET MTD. MTL. MOUNTED METAL a O5/19/lO R• MAGODNALD i�EVISIONS 0 O�/12/11 NDRDD IZE6OUTHERN ENGINEERING STAA CEILING CLEAR CONCRETE N.T.S. O.C. PL ON CENTER TO LE ON CENTER PROPERTY LINE ® o(0/l(0/l1 SAW (3RASS I3A)' ELEV)4T I ONS IID II 4 "Ell CARPET CERAMIC TILE P.B. PH. PUSH BUTTON PHONE a 0i/IS/11 AC)D NEW TRUSS LAYOUT FROM PRO5UILD 4,54C DRYER DOUBLE PLT. PLYWD. PLATE PLYWOOD ® Oi/19/11 PR05UILD FLEW E FOR S,4UJGR.ASS I3AY DUAL GLAZED DIAMETER PR. P.T. PAIR PRESSURE TREATED ® 01/22/11 APPLIED REVI5ION5 FROM 2121 PER RM, } 01/25/11 4Dp NEW TRU55 LAYOUT FROM CGA, ELEV. 54C DIMENSION DISPOSAL DEEP R. RAD. R.A.G. RISER RADIUS RETURN AIR GRILL pg/09/11 ,4DC) NEW TRU55 LAYOUT FROM CC,4, ELEV. A,540 DOOR DOWNSPOUT DETAIL DISHWASHER REF. RM. R.O. S.C. REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR II 12 08/o9/11 PR`08UILD TRU55 ENG. ELEV. D 4 E 13 09/14/11 RELOCATED A/C TO SECOND FLOOR LAUNDRY EACH ELEVATION S.D. S.H. SMOKE DETECTOR SINGLE HUNG 14 12/05/11 ADDED OPTION 4068 DR TO O. 5ATH PER R. MACDON4LD 15 o1/18/12 APPLIED WALL 455EM13LY DETAILS TO PLAN EQUAL EXHAUST EXTERIOR SHT. SHTHG. SHWR. SHEET SHEATHING SHOWER i& 01/21/12 REVISED 1/2 WALL 16T FLR 5TA1R5 TO OPEN RAIL FIXED GLASS FUEL GAS SIM. SL. SIMILAR SLIDING 77/77/77 2010 FIG UPDATE FINISH SL. GL. SLIDING GLASS FLOOR STD. STANDARD FLUORESCENT SWS SHEAR WALL FRENCH DOOR SECTION FOOTING TEMP. TEMPERED GLASS GAUGE THK. THICK GARBAGE DISPOSAL T.O.C. TOP OF CURB GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GLASS TYP. TYPICAL GYPSUM BOARD U.N.O. UNLESS NOTED HOSE BIB OTHERWISE HOLLOW CORE V.P. VAPOR PROOF HEADER W. WASHER HEIGHT W/ WITH INSULATION WD. WOOD INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON SHEET # DESCRIPTION PG C1 -COVER PAGE PG GN- GENERAL NOTES PG 1 -FOUNDATION PLAN PG 1A -DOWEL PLAN PG 113- LINTEL SCHEDULE (CAST-CRTTE) PG 1B.1- LINTEL SCHEDULE fflKIWA)PG 1C -WIND LOAD CALCULATIS PG 2- FIRST FLOOR PLAN PG 3- SECOND FLOOR PLAN PG 4B -ELEVATION "B" FRONT & REAR PG 5B -ELEVATION "B" LEFT & RIGHT PG 5B.1 -WALL ASSEMBLY ELEVATION "B" PG CB -FLOOR FRAMING PLAN ELEVATION "B" PG 7B -ROOF FRAMING PLAN ELEVATION "B" PG 8 -FIRST FLOOR ELECTRICAL PLAN PG 9 -SECOND FLOOR ELECTRICAL PLAN PG 10 -FIRST & SECOND FLOOR MECHANICAL PLANS PG 11 -CABINET LAYOUTS PG D1 -FOUNDATION DETAILS PG D2-MISC. DETAILS PG D3 -1 -STORY WALL SECTIONS PG D4-MISC. DETAILS PG D5-MISC. DETAILS PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS JPF !om A R C H! T E C TS Desioup gn Gr,��. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 o sUBIaIV, & L 2%. TSCA PLACE NORTH LCT X30 PROJECT# 2108.009 MOIDELa "2720 GARAGE SWING: LEFT PAGE: COVER PAGE ARCHITECT. STATE OF FLORIDA JAMS C ELL A NO 1 79 DA 04/25/12 93CALM: 1/4"=1'-0" IC SHEET I o 51 uu u LA. O O } L O O O O � LA �i b - sUBIaIV, & L 2%. TSCA PLACE NORTH LCT X30 PROJECT# 2108.009 MOIDELa "2720 GARAGE SWING: LEFT PAGE: COVER PAGE ARCHITECT. STATE OF FLORIDA JAMS C ELL A NO 1 79 DA 04/25/12 93CALM: 1/4"=1'-0" IC SHEET I o 51 uu u LA. GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2010 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS, A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 ii. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV, POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2010 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II, CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED (VULT) 140 MPH II. EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN 'WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2010 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 140 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2010 SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2010, SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2010 SECTION FRC R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 11 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AGI 318-08. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/" 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/" 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 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'/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2010, SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID INA RUNNING BOND PATTERN OR, IFA STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08. fl 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 3-01I.R506.2.5(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA- THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb = 1,500 PSI Fv = 175 PSI E = 1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2010 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2010. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 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 112" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 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 '2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2010 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2010 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" 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, Y2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 & ASTM -C1063 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBC R302.7. A R C H IT E C TS Design Group,,. 1441 N. RONALD RtAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & IAT: TUSCA PLACE NORTH LOT #30 PROJECT# 2108.009 MODEL: "2720„ GA.RAGE SWING: LEFT PAGE: GENERAL NOTES ARCHITECT STATE OF FLORIDA ;AI LL DATA: 04/25/12 SCALE: 1/40)= f _ 0" SHEET G N O� 5 d cs 9 a a m � A O U � � m � h• SUBDIV. & IAT: TUSCA PLACE NORTH LOT #30 PROJECT# 2108.009 MODEL: "2720„ GA.RAGE SWING: LEFT PAGE: GENERAL NOTES ARCHITECT STATE OF FLORIDA ;AI LL DATA: 04/25/12 SCALE: 1/40)= f _ 0" SHEET G N O� 5 (D\, - - - - - ---, FOUNDATION PLAN NOTE: *A/C LINES FROM AIR HANDLER UNIT TO CONGENSOR TO 5E RAN IN ATTIC. *ENTR•1'' AND LANAI 5LA55 TO 5E POURED AT FINAL POUR UITH DRIVEUJAI' 13'-9" 4 14'-011 12'-3" MEMO 424"X24"X12" D)411 wu- CONC.PAD CONC. �!K UU/3*5'S E.UJ. 3LA1:3 �l ON CHAIRS I o� MIN. 3" COVER d I8'-2" (o'-2" leo'-S° �3 v2 NJ 0 (j)COVERED PATIO SECURE STRAP TO CONC. W1 (2)-3/1(o"X2'- TAP-CONS CONC. SL.A5 A/C UNIT SIMPSON UJ133 ROLL 5TRAP OR EQUAL SECURE STRAP TO UNIT UJ/ (2) *'Sx1 1/4 SHT MTL SCREWS A/C CONNECTION TO '11 DETAIL 4A R C H 1 T E C T 3 Design G ro u p I nc. 1441 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 MENEM SUBDIV. LOT: TUSCA PLACE NORTH LOT #30 PitoizcT# 2108.009 MODEL,: "2720" GAFlAGE OWING: LEFT PAGE: FOUNDATION PLAN mommosof ARCHITECT STATE OF FLORIDA hi z 04/25/12 scA I m: 1/4"=1'-0" :SHEET 1 OP -4- MEMO W d D � a � (Y U u - a � F� SUBDIV. LOT: TUSCA PLACE NORTH LOT #30 PitoizcT# 2108.009 MODEL,: "2720" GAFlAGE OWING: LEFT PAGE: FOUNDATION PLAN mommosof ARCHITECT STATE OF FLORIDA hi z 04/25/12 scA I m: 1/4"=1'-0" :SHEET 1 OP -4- 34'-10" 241-211 141-011 -oil dl m ■ dl cv ■ ■ ■ ND ■ rh ■ 211-511 ■ Icil-411 7 v 11-011 "k 121-011 �49 DOWEL PLAN c rA R C If I T E C T S Design ro GupUP inc. AN BLVD. 1441 N. RONALD REAG 'j LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com I AA #: 0003325 93WISIDIV. & 3L0'1%;.j TUSCA PLACE NORTH LOT #30 PitojEcT# 2108.009 MODEL: "2720" GAP.&GE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT STATE STATE OF FLORIDA 04 / 25 /12 SCALE: 1/4"=1'-O" SHEET A o 51 tu C-1 -1 Z3 o tL (P L 93WISIDIV. & 3L0'1%;.j TUSCA PLACE NORTH LOT #30 PitojEcT# 2108.009 MODEL: "2720" GAP.&GE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT STATE STATE OF FLORIDA 04 / 25 /12 SCALE: 1/4"=1'-O" SHEET A o 51 A R G H! T E C T S Design G ro up nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & L011%. TUSCA PLACE NORTH LOT #80 PitoJECT# 2108.009 MODIM : "2720j) GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (CAST -CRETE) L==wool ARCHITECT= STATE OF FLORIDA ll p DA' 04/25/12 SCALE: 1/4"-1'-0" SHEET U off5 - W U lu} � W lu o o � IL +1 (P c h• h• N W SUBDIV. & L011%. TUSCA PLACE NORTH LOT #80 PitoJECT# 2108.009 MODIM : "2720j) GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (CAST -CRETE) L==wool ARCHITECT= STATE OF FLORIDA ll p DA' 04/25/12 SCALE: 1/4"-1'-0" SHEET U off5 - 18 16 15 0 1'7 0 3P.�5¢a-SH 3�D5�-5H 3P�5�-5H EGRESS 3050 -SH EGRE55 EGRE55 N�1 N 1� f►''�1�11�11�(@ 11[1 Y COMPONENT AND CLADDINQ WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SOUARE FOOTAGE WINDOW ,SIZE AND TYPE ZONE 140 MPH WIND REMARKS 1 112 l(o'-(D X 7'-o GAR14GE L)R. 5 2 20 30(0812aR 4 331/-36.7 3 17 25-5H 4 34.1/-31.1 w w 4 1'i 25-5H 5 34.1/-44.9 5 17 25-5H 4 34.1/-31.1 l0 11 25-5H 4 34.1/-31.1 'I ICD 23-5H 4 35.3/-35.2 a 4a 6'-sD° X 8'-rD" 4 9 Irt 25 -SH 4 34.1/-31.1 h� 10 5 34.1/-44.9 11 1-1 25-5H 4 34.1/-31.1 12 ry m 5 34.3/-45.4 13 16 30050-5H 4 34.3/-31.3 14 9 2340614 5 34.3/-45.4 15 16 3050 -SH 5 34.3/-45.4 I& l(o 3050-5H 4 34.3/-37.3 17 16 3050 -SH 4 34.3/-31.3 18 l(o 3050-5H 5 34.3/-45.4 19 l(o 3050 -SH 4 34.3/-3-1.3 BASIC WIND SPEED MPH = 140 INTERNAL PRESSURE COEFFICENT= f 0.18 BLDG CAT=II, EXP=B, MEAN ROOF HT.=18'-5" ANY OPENING LESS THAN 4'-0" FROM CORNER WILL BE A ZONE 5 CATEGORY R C H IT E C T 4Design G ro u p i nc. N. RONALD REAGAN E -ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ww.abdesigngroup.cor AA #: 0003325 SuB=uV. ars LOT: TSCA PLACE NORTH LOT X30 PROJECT# ��oa.000 MODEL: "2720" GARAGE SWING: LEFT PAGE: WIND LOAD CALCULATIONS mm0000 ARCHITECT STATE OF FLORIDA LJAM ANTWELL 012079 P T D 04/25/12 93CALE: 1/4"-1'-0" SHEET I C OSI- 5 w w Lu w Q ul �C Q- � 0.Qu- h� ti ry m �4 SuB=uV. ars LOT: TSCA PLACE NORTH LOT X30 PROJECT# ��oa.000 MODEL: "2720" GARAGE SWING: LEFT PAGE: WIND LOAD CALCULATIONS mm0000 ARCHITECT STATE OF FLORIDA LJAM ANTWELL 012079 P T D 04/25/12 93CALE: 1/4"-1'-0" SHEET I C OSI- 5 A.AI .r II — — _ — �t ISI N I'I DINING ROOM I I � lm'-�o" 1 -4 N II � I col zz Irl � ISI _ DEN / IWC LIVING ISI ROOM N IW►I S' -S" CLG. ISI I 25-5H 25-5H 1I I OPTIONAL DEN 14'-0" I — — (o x& I POST I j COVERED j I PATIO I I 8'-8" GLCa. I I I (0050 S.G.D. I — — — — — — — — ---- 0) COVERED PATIO FIR.IrSU FLU"OR PLAN NOTES.. -DENS ARMOR AT BATHROOMS. -PREFAB SHOWERS/TUBS TO BE SET IN TYPE 2 FOAM. A — — IR. -15H— — It DEN / BRDM #5 8'-a" CLG. mlmmffll=�� 0 P"T 10 N A L IBE D R 0 0 M I ltl ro z SQ. FT. CALC.'S � N w LIVING (1ST.) LIVING (2ND.) N 5Q. FT. 5Q. FT. 12'-r0" " DINING ROOM O Q E z o > V -V cLG. TOTAL 3203 50. FT. N — — IR. -15H— — It DEN / BRDM #5 8'-a" CLG. mlmmffll=�� 0 P"T 10 N A L IBE D R 0 0 M I ltl ro MODEL SPECIFICATIONS * GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED * WINDOW SILLS TO BE OPTIONAL * MASTER ANP 5ECONDAR`T" BATH TO RECEIVE 36" MIRROR " VANITY MIRRORS TO BE RAISED OFF 5ACK5PLA5H ALL DOORS ARE &'-S" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES TO BE WALL MOUNTED EXTERIOR MASONRY WALL BRG, HE IGHT5 S' - S" BRG. 177777 = L.B.W. 10-1/2" 2 ELEC. OUTLET PER ELEC. CODE DppBL. PLATE .� %c) A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 z SQ. FT. CALC.'S N w LIVING (1ST.) LIVING (2ND.) 1,114 1,54& 5Q. FT. 5Q. FT. TOTAL LIVING ENTRY GARAGE 2,120 51 42ro 50. FT. 50. FT. 5Q. FT. O Q E z o > �C m TOTAL 3203 50. FT. PATIO OPT. COV, PATIO 35 12(o 50. FT. 5Q. FT. MODEL SPECIFICATIONS * GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED * WINDOW SILLS TO BE OPTIONAL * MASTER ANP 5ECONDAR`T" BATH TO RECEIVE 36" MIRROR " VANITY MIRRORS TO BE RAISED OFF 5ACK5PLA5H ALL DOORS ARE &'-S" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES TO BE WALL MOUNTED EXTERIOR MASONRY WALL BRG, HE IGHT5 S' - S" BRG. 177777 = L.B.W. 10-1/2" 2 ELEC. OUTLET PER ELEC. CODE DppBL. PLATE .� %c) A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 swBraly. Be LOT: TUSCA PLACE NORTH LOT #30 PROJECT# 2108.009 MODEL: 2720 GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN Lmmmoof ARCHITECT: (STATE OF FLORIDA �4➢J J S CANTWELL R NO 12079 P ,rE: 04/25/12 SCALE: 1/4"=1'-0" 1Bi3EET 2 a- } z N w O � uu � Q p O Q E z o > �C m swBraly. Be LOT: TUSCA PLACE NORTH LOT #30 PROJECT# 2108.009 MODEL: 2720 GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN Lmmmoof ARCHITECT: (STATE OF FLORIDA �4➢J J S CANTWELL R NO 12079 P ,rE: 04/25/12 SCALE: 1/4"=1'-0" 1Bi3EET 2 a- } A 401-011 11'-O" 3�5m-5H 3250 -SH -5H NOTES. -PENS ARMOR AT BATHROOMS. -PREFA5 6HOWER6/TU55 TO 5E 5ET IN TYPE 2 FOAM. oil PLAN 471 WC OWNER S BATH 13: W.I.C. I� 8'-O" GLC. — i �OPT. OWNER'S'BATH o OU N1=R'S 6UIT;: T5e4068 DR ARCHITECTS Design roup Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 IP SVBDIV. &LOT:TUSCA PLACENaRTH LOT X30ROJECT# 2108.009 moDEL: "2720P) GARAGE OWING: LEFT PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA JAS C ELL NO 079 00 (000PR T DATE: 0 4 2 5 12 SCAM 1/4"=l'—O" AREA OF ATTIC = 15(o-1 SQ. FT. NET FREE VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 18(01/300 w = 9).3 SQ, FT, (o.3 SQ. FT. X 144 = 9012 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATT I C = .5 X 90-1.2 = 453.o (BALANCE TO BE PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIpCE VENTILATION AREA = 115 SQ. IN. PER VENT TOTAL °" OF VENTS REQUIRED = (4) TOTAL * OF VENTS PROVIDEP = (4) (9 SAIL SCALE: 1/2"=1'-0" TAIL � 1 I t I 5 I n IF -1 j. Off' -O" SIN_ r-LiZ_ ------------ --- rA-,,OFT. _COV. PATIO 5UILDING HEIC3HT 2ro"-9° _ 14"X60" ADPL IED SHUTTERS A TEXTURED FIN15H R1EAR ELEVATION TEXTURED FINISH RAISED BANDS IWX24" RA15ED LOUVER 4" TRIM BOARD 32 "X&O" APDL IEP SHUTTERS ARCHITECTS Design Group ��. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w w a lU L4 w d cs O OCIL � � 0 � � +� O U � w hE"`I m h h• W IP suraly. Be LOT: TUSCA PLACE NORTH LUT X30 ROJECT# 2108.000 MODEL• „2720„ GARAGE SWING_ LEFT PAGE: FRONT AND REAR ELEVATIONS )9 B h7 ARCHITECT STATE OF FLORIDA -- 04/25/12 sCALM: 1/4 " =1' — C 811EET 4]J[DD ail5 - 1a'-0 3/4" 2ND FLR. BRC..f, _ 0'-V FIN. FLR. 19 R,415ED SANDS, T -T -F TEXTURED FINISH RA15ED BANDS ]REGHT ELEVAT10"'N TEXTURED FINISH `o a' - a"3RC. — - V — _ 0'-0" FIN. Fl -R. J OPT. COV. PATIO LEFT 5IMII_AR ARCHITECTS .L" -L IN. MUIVHLU Mr -M IHIV DLVU. LONGWOOD, Fl_ 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a b d esi gn gro u p. co m AA #: 0003325 BUBDIV. at LOT: TUSCA PLACE NORTH LOT #30 PROJECT# 108.0099 MOMMU "2720" GARAGE OWING_ LEFT PAGE: LEFT 8c RIG]H[T ELEVATIONS ARCHITECT NATE OF FLORIDA IN Dx : 04/25/12 SCALE: 1/4"=1'-0" SHEET 5 � oil51 - W P4 lu d D O m 0 � ca Z O U � m M h• BUBDIV. at LOT: TUSCA PLACE NORTH LOT #30 PROJECT# 108.0099 MOMMU "2720" GARAGE OWING_ LEFT PAGE: LEFT 8c RIG]H[T ELEVATIONS ARCHITECT NATE OF FLORIDA IN Dx : 04/25/12 SCALE: 1/4"=1'-0" SHEET 5 � oil51 - 131-111 FRONT E XZTUMFT; IJP METAL LATH a WINDOLU CORNERS U U 131-111 C TEXTURED r-INI15H ®-(o" 5UTTE;FLY METAL LATS -4 Q WINDOW CORNERS 1L.EFT ELEVATION TEXTURED i=IN15H -Go" 5UTTER'1=LY METAL LATH s WINDOW CORNERS RIGHT ELE`vr-rATIQA TEXTURED r-ItISH ®—&" 5UTTERFLY METAL LATH a WINDOW CORNERS ARCHITECTS 1441 N. KUNALU KtAUAN tSLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 IP SU33DIV. & LOT: TUSCA PLACE NORTH LOT X30 FLOJT# 2108.009 MODICL.: "2720" GAFtAGZ :SWING: LEFT PAGE: WALL ASSEMBLY ELECT ,9 B" AROHITEOT� STATE OF FLORIDA DAT04/25/12 1/4%1=11-0p% 4 2 5 12 SCALM: 1/r, _ 11 _ oas 15 SHEICT B.1O 51 w � J a d v LU Q ux a � IP SU33DIV. & LOT: TUSCA PLACE NORTH LOT X30 FLOJT# 2108.009 MODICL.: "2720" GAFtAGZ :SWING: LEFT PAGE: WALL ASSEMBLY ELECT ,9 B" AROHITEOT� STATE OF FLORIDA DAT04/25/12 1/4%1=11-0p% 4 2 5 12 SCALM: 1/r, _ 11 _ oas 15 SHEICT B.1O 51 HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON SIZE FTI DES. UPLIFT GRAVITY FASTNER >- Z META -lb 1450 (2) META -16 1985 !T1 led x 1 12 I -PLY/ (6) Ibd 2 -PLY (10) led x 1 12 1 -PLY 0 1920 (14) 16d 2 -PLY Q HETA-I6 Isle (9) led x 1 12 1 -PLY/ (8) 16d 2 -PLY x 12 HETA-20 1810 (9) 10d x 1 12 1 -PLY/ (8) 16d 2 -PLY SIZE (2) HETA-20 2035 (ICA) led x 1 12 1 -PLY DBL 2 2500 (12) 16d 2 -PLY DBL 2 MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMOeD), (22) led TO WOOL: D5L 2 HG -2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN- 12' EMESES), (16) led TO WOOD DBL 2 HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (1b) led TO WOOD FTIE LTA1 1420 (12) IDd x 1-12' VGT 4340 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SCIS 1/4' X 3' TO WOOD (2) V12T (2 -FL f/3 -PLT) 1189/88910 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) led x 1 12 1476-16 11150 (16) led x 1 12 z z HTS -20 1450 (24) led x 1 12 LSTA-12 ++ 925 (10) led LSTA-18 a+ 1235 (14) led (1) META -18 ++ 1315 04) led ,OCL MSTA-24 ++ 16410 (18) IDd tY MSTA-30 2050 (22) 10d MSTA-36 ++ 2050 (26) led 1`16TI-36 3000 (36) led x 1 12 MSTI-48 5065 (48) 10d x 1 12 H6 we (8) ad TO PLATES, (8) 8d TO STUDS SP4 885 (b) led x 1 12' TO STUDS A33 -150 (4) 10d TO BEAM (4) 10d TO POST, HCP2 645 (6) 1" x 1-1/,2' H10 Vw (11-112 ABU 44 2200 1 6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (12) 16d TO WOOD (n ABU 66 2300 120(0(0 !Il 9/8' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12)Ibd TO WOOD O TT19 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. i' EMBED.) IN GONG (8)j27d TO WOOL? = I-TT2013 1625 (1) 12' AT. . IN HIGH ST NGTH O Y (MIN. i' EM J IN CONC. (2)VIBOLT TO WOO 0 3610 (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED-) IN CONC. (18) 10d x 1 12' TO WOOD Z HTT4 4.231, 4350 (1) 5/9'A.T.R. IN HIGH STRENGTH EPDXY, (MIN. -V EM15RIP-) IN CONC. (I8) Ibd x 2 12' TO WOOD (1)5/8' A rR. IN HIGH STRENGTH EPDXY, (MIN..'i' EMBED.) IN CONC. (26) led x 1 12' TO WOOD 14TT5 4610 090 (1) 9/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EME5ED.) IN CONC. (26) led TO WOOD (U 5/S'A.T.R. IN HIG14 STRENGTH, ! IN CONC. ( x TO WOOD HHL7Q11-508 25+ 11445 I1 V A.T.R. IN 1-11014 STRENGTH EPDXY, (MIN. 10' EM15EP.) IN CONC., (24)SPS 4' x " WOOD SCREWS HD -T 6480 !Il -1/8' A.S. IN HIGH STRENGTH EPDXY (MIN.'1' EMMED.) IN CONC. (34' STUD BOLTS TO WOOD MBHA 3Sb/11.25 3475 5330 (1) 3/4' A.T.R. IN HIGH, STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6,15" EMBEDMENT) IN CM.U. FACE, (16)10d TO 5EAM W M5HA SBOA125 3415 5330 (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 6,15" EMBEDMENT) IN C.M.U. TOP, !I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. b.15" EMBEDMENT) IN C.M.U. FACE, 06)10d TO 15EAM Z0 Q UC210-3 (WOOD? 1810 42W (FLOOR) 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, (10) 10d TO WOOD 3140 (ROOF) Z HUC410 (CMU) 1810 Dow 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) !Vd TO WOOD HUC 210-3 18110 4000 18-1/4' x 2-3/4' TITEN TO CMU ( 10) 10d TO WOO 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 15 GREATER THAN -I' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN 155E SUDSTITUTEp WITH 1214 x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE Al-LOWA15LE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W F- +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5CND5EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' 0 z A.T.R. a A-901 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSI15LE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HPQ GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL 1BA818 AND MUST HAVE WRITTEN APPROvAL FROM THE ARCHITECTiENGINEER OF RECORD PRIOR TO USE, ALL CONNECTOR VALUES E5ASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2ifall' , 'HIGH WIND -RESISTANT CONSTRUCTION C -14W09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -SAS -2000 - HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SWAN (ft.) UP TO 5'-0' TO SINGLE STORY APPLICATION SIZE FTI CLEAR 5 AN F_)5L 2 x b UP TO 5''-4" DBL 2 x 8 5'-411 TO I'-011 DBL 2 x 10 1'-0" TO 10'-0" DBL 2 x 12 10'-O" AND OVER TWO STORY ADPL IG,AT ION DOUJN STA IR5 SIZE CLEAR SPAN DBL 2 x UP TO 5'-0" DBL 2 x 8 5'-0" TO (a'-4' D5L 2 x 10 6'-4" TD 8"-0" DBL 2 x 12 S' -O' AND OVER MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SWAN (ft.) UP TO 5'-0' TO 5'-0" U.N.D. A"(2) MTS -12 FTI 10 SII TUDS TO SLA15 _ 4'-11 1/2" 1'-11 1/2" AND UP NUMBER OF HEADER STUDS _ d) FTI SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS FTI FT] — — AT EACH END OF HEADER 1 2 3 FRAM INCA NOTES: 1. HURRICANE 5TRAP6 TO 5E MANUFACTURED 5Y SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE 5TRAP5 ARE AS FOLLOWS, U N.O: * TRUSS TO MASONRY/CONCRETE SHALL 5E META -1(o * FLOOR J015T TO MASONRY/CONCRETE SHALL 5E HETA-l(o AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL 5E MT5-12 3.TRU55 TO TRU55 CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED SY TRUSS MANUFACTURER. 4.REFER TO TRU55 MANUFACTURER'S 51GNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5,HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING FLAN (o, MIN, 2X4 HIP CUT 5LOCKING SECURED LJ/3-106 GLIN NAILS OR 3-12c1 HAND DRIVES Is EA. END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRUSS AS PER APA IREQUIREMENT5. 12 FTI _FT1 _ — 0 -TRUSS TO (2)2X415 -- A"(2) MTS -12 FTI 10 SII TUDS TO SLA15 _ t HTT-4 FT1 _ d) FTI — — — FTI II FTI FT] — — — _S__4— — �R1�5 TO (2 X�'� (2) MTS -12 FT] STUDS TO SLAB — — —TT -4 FTI — FTIE FT4 FT4 = FGT4 _ = FT4A— �11° FT4A FT4A III6 — — = FT4A OF= FT4A FT4A FTbA o II FGT4 — — — —II — FT4 — HUC410 — — FT4 = 5LK COL. TO W/ (2) META -16 0 FLO""' OR FRAMING' PLAN BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING e 4'-0' C.C. 4 2X4 SYP 02 X-5RACING. REFER TO TYPIC DETAIL SHTS FOR BRACING REQUIREMENTS FASTEN 2X4 S•YP 02 OR SPF BEVEL CUT TO TRUSS TOP CHORD LU/10d x 3" NAILS w ro" O.C. STAGGERED NOTE: TRUSSES MARKED W/AN " " REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED E SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. — ... — DENOTE RAT RUNS 10'01C MAX. _ = DENOTE 2x6 5TRONGBACK a 10' OIC MAX. +� _NczE f'! 5 Tca 13 E= u5�t C5lmpson) or (Usp) G) HUS26 O HU52G0 �eHHU64& THD4& NOTE&: OSECURE 2ND FLOOR STUDS TO FLOOR A TRUSS W/ M5TA24 Q 48' D.G. (MAX) OSECURE 2ND FLOOR STUDS TO FLOOR 5 GIRDER W/ MST12 ID 32" D.G. (MAX) ( 2X12 5M TD (XrO DOST (2) MSTA-24 li I�C O'rv_r E RED PATIO SOUTHERN TRUSS 04/05/12 140 MPH/EXP.--B A R C H IT E C Ts Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774078 www.abdesigngroup.com AA #: 0003325 sv333Dly. & L 11%. TUS C A PLACE NORTH LOT X30 PRQJECT# 2108.000 l 0DEL- ")2720" GARAGE OWING: LEFT PAGE: FLOOR FRAMING PLAN ELECT. ARCHITECT - STATE OF FLORIDA JAMELL AR f�� 079 D& - 04/25/12 SC : 1/4"=1j -0p$ SHEET o OF W w � p 0 z z � 61 sv333Dly. & L 11%. TUS C A PLACE NORTH LOT X30 PRQJECT# 2108.000 l 0DEL- ")2720" GARAGE OWING: LEFT PAGE: FLOOR FRAMING PLAN ELECT. ARCHITECT - STATE OF FLORIDA JAMELL AR f�� 079 D& - 04/25/12 SC : 1/4"=1j -0p$ SHEET o OF HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON SIZE -I -11 v2 DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (I) 10d x 1 1/2 1-1-1-Y/ (6) 16d 2 -PLY Cr Z 0 (2) META -16 198b 1900 (10) 1001 x 1 1/2 I -FLY (14) 16cl 2 -PLY V) HETA-16 1810(9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY x 12 WETA-20 1810 (9) Imd x 1 1/2 I -PLY/ (5) 16d 2 -PLY SIZE (2) WETA-20 2035 (10) 10d x 1 1/2 I -PLY DBL 2 2500 (12) I(od 2 -PLY PRL 2 MGT + 3965 (1) 6/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12' EMBED) (22) 10d TO WOOD DBL 2 HGT-2 + 1098(22 (2) 3/4' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMI5ED), (16) 10d TO WOOD D15L2x12 HGT-3 + 10D30 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD LTAI 1420 (12) 1" x 1-1/2' VGT 4942 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD (2) V rAT (2-I'I Y5 -FLY) -1188/8890 (2) S/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EM113ED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1002) (14) I0d x 1 1/2 HTS -16 1150 (16) lod x 1 1/2 HTS -20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 928 (10) 10d LSTA-18 ++ 1235 (14) 10d V) MBTA-18 ++ 1315 (14) I0d ,Cl- MBTA-24 ++ 1642 (18) 10d CL MBTA-30 2050 (22) 10d �V~l M6TA-36 ++ 201$0 (26) 10d MSTI-36 3800 (36) 10d x 1 1/2 MSTI-48 5068 (46) led x 1 1/2 H6 950 (8) ad TO PLATES, (8) ad TO STUDS SF4 885 (6) lard x 1 1/2' TO STUDS A33 ISO (4) 10d TO BEAM (4) 10d TO POST. HCP2 645 (6) 10d x 1-1/1' H10 - ABU 44 2200 (P666 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN GONG. (12) 16d TO WOOD (n A15U 66 2300 12000 (1) SIB' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN GONG., (12)16d TO WOOD � LTTI9 +++ 1340 (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (a)10d TO WOOD = LTT2015 1628 (I) 1/2' A.T. . IN HIGH STRENGTH EPDXY. (MIN. I' EMBED-) IN CONC., (2) O T TO WOO (a 3610 (1) 15/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. '1' EMBED-) IN CONC. (16) 10d x 1 1/2' TO WOOD Z Q HTT4 4298 5 (1) S/S' AT.R. IN HIGH STRENGTH EPDXY (MIN. '1' EMBED-) IN CONC. (IS) 16d x 2 1/2' TO WOOD (1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY, (MIN l' EMBED.) IN CONC. (26) 10d x 1 1/2' TO WOOD HTT5 4.610 090 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN I' EME5ED.) IN CONC. (26) 10d TO WOOD (1) /S A.T.R. IN HIGHTRE G FOXY, (MIN. EMBED.) N CONC. 6) Wool x O WOOD HH0011-606 2.5+ 11445 1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., 04)BD5 V x ' WOOD SCREWS H 1 648() (1) I/8' A.B. IN HIGH STRENGTH EPDXY (MIN. I' EMBED,) IN GONG. (3)3j' STUD BOLTS TO WOOD MBHA 3.56/11.25 3415 5330 (1) 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 C.M.U. FACE, (IS)IOd TO BEAM LJ MBHA 5$0/11.25 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 9/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M U. FACE, (IS1>Od TO BEAM z C'r141LIC410 a C210-3 (WOOD 1810 4= (FLOOR) 18-1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD 3140 (ROOF) 2 (CMU) 1810 5085 IS -I/4' x 2-3/4' TITEN (9PER FLANGE) TO CMU (10) 10d TO WOOD UC 210-3 1 1810 4000 I6-1/4' x 2-3/4' TITEN TO CMU ( 10) 10d TO WOO 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. ++ IOd COMMON NAILS CAN BE SUBSTITUTED WITH IOd x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REAUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. (/1 W F_ +++ MINIMUM EMBEDMENT INTO THE TOP OF A 15OND15EAM WILL BE S', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL 15E I- "F- 0 0 A.T.R. o 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 MAILING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL 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 G-HW09, AND ANCHORING ! FASTENING SYSTEMS FOR CONCRETE A MASONRY CATALOG C -BAS -2009. HEADER SPAN CHART 1 5RACING LEGEND 1 EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING G 4'-0" O.G. 4 2X4 6YP 02 X-5RACING. REFER TO TYPIC DETAIL SHTS FOR BRACING REQUIREMENTS FASTEN 2X4 SYP 02 OR 5PF BEVEL CUT TO TRU55 TOP CHORD W/106 x 3" NAILS h" O.G. STAGGERED NOTE: TRUSSES MARKED W/AN " " REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRU55 MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. 7C> E51—= =E=_=> (Simpson) or (Usp) Hu52�o O HU -526 Q HHU84� THD4(v DENOTE TRU55 WEB BRACE REQUIRED. DENOTE RAT RUN a 10'0/C MAX. _ ... = DENOTE 2Xb STRONGBACK a 10'0/C MAX MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO SINGLE 5TOR'l- APPLICATION SIZE -I -11 v2 CLEAR SPAN DBL 2 x (o UP TO 5'-4" DBL 2 x 5 5'-4" TO 1'-011 DBL 2 x 14 1'-0" TO 14'-0" D5L 2 x 12 10'-0" AND OVER TWO STORY APPLICATION DOUJN STAIRS SIZE CLEAR SPAN DBL 2 x S UP TO 5'-0' PRL 2 x 5 5'-O" TO h'-4' DBL 2 x lO 61-4" TO 5"-011 D15L2x12 5'-O'AND OVER 1 5RACING LEGEND 1 EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING G 4'-0" O.G. 4 2X4 6YP 02 X-5RACING. REFER TO TYPIC DETAIL SHTS FOR BRACING REQUIREMENTS FASTEN 2X4 SYP 02 OR 5PF BEVEL CUT TO TRU55 TOP CHORD W/106 x 3" NAILS h" O.G. STAGGERED NOTE: TRUSSES MARKED W/AN " " REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRU55 MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. 7C> E51—= =E=_=> (Simpson) or (Usp) Hu52�o O HU -526 Q HHU84� THD4(v DENOTE TRU55 WEB BRACE REQUIRED. DENOTE RAT RUN a 10'0/C MAX. _ ... = DENOTE 2Xb STRONGBACK a 10'0/C MAX MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 51-0" U.N.O. 4'-11 1/2" -I -11 v2 AND UP NUMBER OF HEADER STUDS W SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS � a O 2 z AT EACH END OF HEADER 1 3 2x12 rt/Ih" 455 NAIL (3) 12ci e &"-S' D.C. TYP. 2x12 BM. ZHDR. FRAMING NOTES: 1. HURRICANE 5TRAP5 TO 15E MANUFACTURED 5Y SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE 5TRAP5 ARE 46 FOLLOUJ5, U-N.O: * TRUSS TO MASONR`7'/GONCRETE SHALL SE META -16 * FLOOR J015T TO MA5ONRY/CONCRETE SHALL 5E HETA-1(o AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRU55 TO WOOD FRAMING 5HALL 5E MT5-12 3.TRU55 TO TRU55 CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED 5Y TRU55 MANUFACTURER. 4 -REFER, TO TRU55 MANUFACTURER'5 51GNED AND 5EALED C)RAWING5 FOR LOCATIONS, PROFILE, AND 51,ZE OF ROOF/FLOOR TRU65E5. 5.HEADER &PAN CHART 4 MINIMUM WALL 4 HEADER STUD RECD. ARE STANDARD U.N.O ON FRAMING f=LAN (o. MIN. 2X4 HIS' CUT 5LOCKING SECURED W13-106 GUN NAILS OR 3-126 HAND DRIYES 'm EA. END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRU55 A5 PER APA REOUIREMENT5. OL tel' O tf) IZ It It a u I��I�l�l�71M1� SOUTHERN TRUSS 04/05/12 140 MPH/EXP.-B A R C H I T E C T S Design Group,ne. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 h m w w W Csj � � a O 0 Q t4 z w OL � 0 > � Q cil N 01 C~ sulaDiv. ae L om TUSCA PLACE NORTH LOT X30 PROJECT# 2108.009 MODEL. 2720" GARAGE SWING: LEFT PAGE: ROOF FRAMING PLAN ELEV. ARCHITECT - STATE OF FLORIDA IEO D : 04/25/12 SCALE: 1/4 )$ =11_0" SHEET 7 ail5 - 5YM30L DEFINITION NOTES m 125v OUTLET 20 AMP SINGLE POLE j% VA 2720 SQFT GENERAL LIGHTING XS VA PER SQFT nOv OUTLET 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1800 1 1/2 OF OUTLET 12000 1 110Y OUTLET WIRED TOO 1 DISHWASHER 1200 SWITCH CLOTHES DRYER 5000 1 EQUIPED WITH 500 IIOV OUTLET GROUND FAURLT TE DISTANT FIRST 10 KVA OF GENERAL LOAD AT 100% GFI REMAINDER OF GENERAL LOAD AT 40% 25860 VA x .4 (TAM 19-1 �f f 22(Iv OUTLET 4 WIRE ��JJ// TON HEAT PUMP#1 28 AMPx 240 VA— CONNECTION 2.6 EXTERIOR GROUND FAULT GF WATERPROOF ERRUF'TER INTERRUPTER 5 OUTLET --- SWITCH 20344 NET TOTAL HEAT 13220 SWITCH 3 -WAY OPER. �P4 SWITCH 4 -WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT t�O� VAPOR PROOF VP LIGHT / RECESSED CAN �- WALL SCONCE PREWIRE I CFM PER VENT. FAN SQ. FT. VENT. FAN I CFM PER LU/LIGHT 80. FT. 2' LIGHT STRIP 4' LIGHT STRIP ---- 4' RECESSED 2-5UL5 WRAP FLUORESCENT LIGHT AROUND _ 2' FLUORESCENT 4' FLUOIeSCENT 4' TRACK LIGHT © PANEL METER SMOKE BATT 15ACK-UP (� DETECTOR W/ HTRIR- BATT. BACK-UP MOUNTED W/ HARDWIRE 8 P. DETEG OR CONNECTED BATT. BACK-UP CARSON MONOXIDE/ W/ HARDWIRE INTER - CONNECTED 5/CO SMOKE DETECTOR SHALL BE A COMBO P16TANCE CF NOT LESS THEN 4" FROM WALL LIGHT NATURAL GAS OUTLET . TELEPHONE JACK WATER HEAT. DISCONNECT A/C AIR. COND. DISCONNECT El TELEv18ION JACK CEILING IBOX REQUIRED TO BE SUPPORTED O J -BOX IN ANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING CEILING 15ux REQUIRED TO FAN/LIGHT BE SUPPORTED IN ACCORDANCE W/ IBOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD PUSH- FOR BUTTON CHIMES * LONGATION OF TV JACKS d PHONE OUTLETS s FANS TO BE VERIFIED 0 HOMEOWNER PRE-CON5TRUCTION MEETING. * ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI -v ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXAUaT FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2010,RESIDENTIAL CODE TABLE M150713) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL BE NON METALLIC CABLE AS N.E.G. 2008 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO BE TAMPER- RE515TANT TYPE OPT. COACH LIGHT I l TT LDP. I GFI ELECTRICAL PLA RFTI I (�)COVEIFZED PATIO OUTLET FOR MICRO. 200 ELECTf;ZCAL NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY UJITH APPLIC45LE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POI JER COMPANY REQUIREMENTS. IB. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLE55 NOTED OTHERLUISE, POLDER COMPANY TRANSFORMER GRADE PROVIDE 200 AMP, 120/240 VOLT, 1 PHASE SECONDARY- ELECTRICAL ECONDARYELECTRICAL SERVICE. PROVIDE 3 #2/0 COPPER (CU) IN 2'' DIA SCHEDULE 50 PVC CONDUIT OR PROVIDE 3 04/0 ALUMINUM (AL) IN 2'' DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 51D. NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA 'm 100%, REMAINDER im 35%' NET LOAD: (o,949 VA RANGE: 12,000 a 10% 8,400 VA DRYER: 5,000 -0 7051- 3500 VA TOTAL 18 849 VA NEUTRAL AMPACITT: 18,489 / 240 = 78 A 02 AL MINIMUM NEUTRAL CONDUCTOR. Z7P . (04-- L F. J GF II } 1� DINING ROOM II II II -- - --------- DEN -------DEN LIVING TL ROOM � II lor I Lam- OPTIONAL DEN PROVIDE 3 2/0 CU, 1 04 CU GND 2'' CONDUIT OR PROVIDE 3 4/0,4L, 104 AL GND IN 2'' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT 6 OVERHANG.) COMBINATION SERVICE 200 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO PANEL 20OA/2 MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM PONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 114 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 2 VTR 3 �f IL 2 a" I 2 WASHER TO MAIN NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. 2 " VTR n h^2 n 2 VTR �I� r I a. ,LAV. KITCHEN SINK LU/ AUTO VENT El � � � I ILI, Imo} � ► �� l 1 11 A R C H IT E C TS Grpsign inc. . r LONGWOOD,FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP lNEC CODENP2) HOUSE PLAN: 2720 MODEL LOAD INFORMATION VA 2720 SQFT GENERAL LIGHTING XS VA PER SQFT 8180 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1800 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4600 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 SUBTOTAL OF GENERAL LOAD 36880 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 25860 VA x .4 10344 TOTAL NET GENERAL LOAD 20344 4 TON HEAT PUMP#1 28 AMPx 240 VA— 8720 2.6 TON HEAT PUMP#2 21 AMPx 240 VA= --- 10 KW ELECTRIC HEAT AT 85% 6600 5 KW ELECTRIC HEAT AT 85% --- NET GENERAL LOAD 20344 NET TOTAL HEAT 13220 TOTAL LOAD 33564 CALCULATED LOAD FOR SERVICE 33884 VA/240 Va 140 AMP 200 AMP SERVICE 2 VTR 3 �f IL 2 a" I 2 WASHER TO MAIN NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. 2 " VTR n h^2 n 2 VTR �I� r I a. ,LAV. KITCHEN SINK LU/ AUTO VENT El � � � I ILI, Imo} � ► �� l 1 11 A R C H IT E C TS Grpsign inc. . r LONGWOOD,FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDiV. & LOT: TUSCA PLACE NORTH LOT X30 PROJECT# 2108.009 MODEL: "2720" GARAGE SWING: LEFT PAGE: PLUMBING RISER DIAD. & IST FL. ELEC. P LAN ARCHITECT STATE OF FLORIDA DATO: 04/25/12 SCALE: 1/49"-1"-0" 8 EMT 0 or—A-7 51 OPTIONAL BEDROOM15 7�s6 > 111 O Q W ii q U pC N 6► 1l1 cv � b- m SUBDiV. & LOT: TUSCA PLACE NORTH LOT X30 PROJECT# 2108.009 MODEL: "2720" GARAGE SWING: LEFT PAGE: PLUMBING RISER DIAD. & IST FL. ELEC. P LAN ARCHITECT STATE OF FLORIDA DATO: 04/25/12 SCALE: 1/49"-1"-0" 8 EMT 0 or—A-7 51 OPTIONAL BEDROOM15 ELECTRICAL LEC-a:END SYMBOL DEFINITION NOTES 125V OUTLET 2m AMP SINGLE POLE 110v OUTLET MEDIA/GAME BDRM. #4 1/2 OF OUTLET ROOM 110Y OUTLET WILD TOO 0 SWITCH 110V OUTLET EQUIPED WITH GROUND? FAULT tANt GFI ttAhil� �JJ PRE -WIRED �, CLG FAN WIRE /.,�\ PRE -WIRED GLCa r,41,4 220v OUTLET CONNECTION EXTERIOR T NTERRU A WATERPROOF NERUND t OUTLET �* SWITCH SWITCH 3 -WAY OPER. !�4 SWITCH 4 -WAY OPER. WALL m MOUNTED � L IGHT CEILING LIGHT 1 VAPOR �0-'VP PROOF LIGHT I --------- RECESSED l0- CAN WALL SCONCE PREWIRE VENT. FAN IGF . PER 5Q. FT. VENT. FAN I CFM PER W/LIGHT 50. FT. 2' LIGHT STRIP PRE -WIRED 4' LIGHT STRIP -------- ® 4' RECESSED FLUORESCENT 2-l5ULD WRAP LIGHT AROUND _ 2' FLUORESCENT — — — — 5.D. 4' FLUORESCENT — — — FI 4' TRACK LIGHT aI ® PANEL I / METER I.- / ( I I SMOKE 13ATT. BACK-UP O$,D, DETECTOR WIRS W/ IINTER- WALL BATT. ('JACK-UP MOUNTED W/ HARDWIRE SME 5D. DETECTOR CONNECTED MATT. BACK-UP W/ HARDWIRE INTER - (Q�CARBON MONOXIDE/ CTED `CY 5/CO SMKE OR SHALL ME A COM50 DISTANCE OF NOT LESS THEN d' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET TELEPHONE JACK WATER HEAT. D 15CONNECT AIR. COND. A/G DISCONNECT TV. TELEVISION JACK CEILING EIVX REQUIRED TO BE SUPPORTED J O J -BOX IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INS G ION CEILING FAN/LIGHT C;F=II_ING DUX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL {4p SECURITY KEYPAD PUSH- FOR 4p4g BUTTON CHIMES * LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED 0 HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HABITABLE ROOMS t0 BE ARG FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI 19 ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF ra0 CFM INTERMITTENT.(FBC 2010,RESIDENTIAL CODE TABLE M150-13) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL BE NON METALLIC CABLE AS N.E.G. 2005 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE ,ATT QDa4,1/ MEDIA/GAME BDRM. #4 I ROOM 0 OWNER'S CLG E,4N SUITE PRE -WIRED �, CLG FAN Caa q /.,�\ PRE -WIRED GLCa r,41,4 W Q > N =3 m a A t S. g / m m � BDRM. #3 I --------- / II PRE -WIRED / �` II -------- � GLCs FAN/ J W,4LL'-qp MOUNTED .. _ = — — — — 5.D. LIGHT 4 — — — FI aI SWITCH IN I / I.- / ( I I / BATH S/DDI OPEN TO j I BELOW OWNER'S BATH � I � To 16t. F R. - - - -I BDRM. #2 I 1 A/C PRE -WIRED L - `� I — — WALK-IN — I GLCa I=,AN I \ ]OPTi i CLOSET ca UJ IOPDT.� A OWNER'S BATH O UE'l OST. OWNER'S BATH OWNER'S BATH A R C H I T E C T S Design Group Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU8LIIV. LOOT: TUSCA PLACE NORTH LOT X30 PROJECT# 2108.009 1A03DELa "2720" 20" GARAGE SWING: LEFT PAGE: 2ND FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA LJA S CANTWELL R NO 12079 Piz► '( _rT : 04/25/712 SCA M: 1/4"=1'-O" Caa q z 0 � Q Q W Q > N =3 m a A t m m � SU8LIIV. LOOT: TUSCA PLACE NORTH LOT X30 PROJECT# 2108.009 1A03DELa "2720" 20" GARAGE SWING: LEFT PAGE: 2ND FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA LJA S CANTWELL R NO 12079 Piz► '( _rT : 04/25/712 SCA M: 1/4"=1'-O" LEGEND ® SUPPLY AIR DIFFUSER ® RETURN AIR GRILL ® SIDE-WALL OR 1 WAY DIFFUSER SOLID LINE= SUPPLY TRUNK BROKEN LINE= RETURN TRUNK BALANCING DAMPER OR OBD +{� CEILING EXI-IAUST FAN O/A OUTSIDE AIR OT THERMOSTAT ® PASS THROUGH AIR GRILL PT (} VERTICAL CHASE A/C SECURE STRAP TO UNIT SIMPSON WB CONIC. W/ (2)-3/1ro "X2 " ROLL STRAP TAi�-CONS � OR EQUAL PLA SECURE STRAP TO GONG, SLAB UNIT W/ (2) *8x1 1/4 5HT MTL 5GREWS A/C CONNECTION I, FAED DETAIL NOTE: ALL HVAC TO HAVE PROPER PANS W/DRAINS ATTIC I RVAP. TRAY -t[ 11 y RETURN EXTERIOR WALL SUCTION AND LIQUID REFRIGERANT LINES Aux. Drain Line 3/4" PVC CONDENSATE DRAIN LINE — REFRIGERANT L INES TO CONDENSING UNIT — TRAP DRAIN LINE AND TERMINATE IN AN APROvED DRAIN, AS PER FLORIDA MECHANICAL BLDG. CODE 2010, 301.2.1 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIRMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R -(o RATING. ALL SEAMS $HALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER 2010 FLORIDA MECHANICAL BLDG. CODE SECTION 603 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT, FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER 2010 FLORIDA MECHANICAL CODE SECTION 603 (o. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO 2010 FLORIDA MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH 2010 FLORIDA MECHANICAL CODE SECTION 403 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL. DAMPERS $HALL BE INSTALLED TO MFG. RECOMMENDATIONS AND 2010 FLORIDA MECHANICAL CODE SECTION 601 10. GRILLS AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER 500STER TO BE A FANTECH D5F BOOSTER FAN OR EQUAL. L FANTECH DBF 110 DR'I'ER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. L4'1'R'ST FLOO' Iu fli 'a, mul ALL BALANCING RETURNS ARE THROUGH WALL 4 OVER DOOR EXCEPT FOR M,45TER BEDROOM A R C H I T E C T S 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 ti 00 CEILING T y PLENUM— AIR AIR 9UppLY RETURN 17 AIR HANDLE I RVAP. TRAY -t[ 11 y RETURN EXTERIOR WALL SUCTION AND LIQUID REFRIGERANT LINES Aux. Drain Line 3/4" PVC CONDENSATE DRAIN LINE — REFRIGERANT L INES TO CONDENSING UNIT — TRAP DRAIN LINE AND TERMINATE IN AN APROvED DRAIN, AS PER FLORIDA MECHANICAL BLDG. CODE 2010, 301.2.1 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIRMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R -(o RATING. ALL SEAMS $HALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER 2010 FLORIDA MECHANICAL BLDG. CODE SECTION 603 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT, FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER 2010 FLORIDA MECHANICAL CODE SECTION 603 (o. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO 2010 FLORIDA MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH 2010 FLORIDA MECHANICAL CODE SECTION 403 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL. DAMPERS $HALL BE INSTALLED TO MFG. RECOMMENDATIONS AND 2010 FLORIDA MECHANICAL CODE SECTION 601 10. GRILLS AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER 500STER TO BE A FANTECH D5F BOOSTER FAN OR EQUAL. L FANTECH DBF 110 DR'I'ER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. L4'1'R'ST FLOO' Iu fli 'a, mul ALL BALANCING RETURNS ARE THROUGH WALL 4 OVER DOOR EXCEPT FOR M,45TER BEDROOM A R C H I T E C T S 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 ti 41 17 � w w � —1 4 a i +- m u- I A of @ m h, h• cv � 17' LST: TUSCA PLACE NORTH LOT #30 PRDJlic 2108.009 MODEL: 2720" GARAGE SWING: LEFT PACE: FIRS T & ECOND FL00 EC HAN1C AL PLANS ARCHITECT STATE OF FLORIDA .2 ]DATE: 0 4 2 5 12 SCALE: 1/4"=1'-0" SHEET 10 o-1151 DR HORTON HOMES MODEL: 2720 GARAGE RIGHT SUBDIVISION: M O MARCH 2010 LOT BLOCK: PG — of _ FEBRUARY 2011 o w MARCH 2011 140" w U 58" 8"-----7V -44" .........................'.............-- fill-... -'.'..........•---•- ,...............................................!71 void W3636 W !-rp N 0. p 1— ut_ VF642B42 B42 o F6 U------------- 11, ........................ -------------------- ------------------------------ ...... 6 (P m Cq- l~ ------------- m 36" UPPERS *** NO TILT -OUTS *'** ;'. , �_____ *** NO SLIDE -OUTS *** _._ ")CEILING CROWN = STANDARD HGT 8" 8'- •- ,_, N ____-------- == _ :: DOOR STYLE: L=21 BX c aa PARTS: 1 - UF3 WD (REF) x O b = m N in 1 - UF3 P n 4 - UF342 P __ DWR3_ ____ 3 3-UF6P 1 - UF642 P 1 - DWR3 1 - BCF27 3 - BTK8 PRT 3 - UM8 BLD �c 1 - UF3P 1 - FL36 (VOIDS) 5-CM8BLD M ................................. N -, =, B18L UF342 ID 15" i ;fill W3036 W3924 X 24 DP void BT'AGOER @ 96" PANTRY BY 56" �/ tits*sss*ssttttt*tttttttt*trtMtttt Designed; 03/07/11 Designer: P. Nottbohm Printed: 03/07/11 This is an original design and must not be released or copied unless applicable fee has been paid or job order placed. 2720 KITCHEN 36 OR (03-07-11) FLOORPLAN I Drawing #: 1 I Scale: 0 1/2" — I'll DR HORTON HOMES KITCHEN CABINET SUBDIVISION: LAYOUT LOT BLOCK: POWDER BATH CABINET LAYOUT DR HORTON HOMES SUBDIVISION: LOT BLOCK: 6-811 11 o OPT. LAV. VSB6034H OWNER's BATH DOOR STYLE: L=1BX PARTS: 2-UF6' 1 - BTK8 PRT 1 - UM8 BLD MODEL: 2720 PG�of_ GARAGE RIGHT MARCH 2010 FEBRUARY 2011 MARCH 2011 All dimensions maize designations TIMBERIAKE tttttttttttttttttttttttttttttttttt Designed: 03!07/11 given are subject to verification on Designer: P. Nottbohm Printed: 03/07/11 job site and adjustment to fit job This is an original design and most conditions. not be released or copied unless applicable fee has been paid or job order placed. 2720 BATHS -OPTIONS OR (03-07-11) FLOORPLAN Drawing #: 1 Scale: 0 1/2" — 1' MODEL: 2720 GARAGEMARCH 2010 OWNERS BAT H PG _ of _ FEBRUARY 2011 MARCH 2011 CABINET LAYOUT- *** POWDER BATH USES A PEDESTAL LAV *** 142" DOOR STYLE: L=IBX BATH 2 PARTS: 1-UF3P 1 - UM8 BLD 1 - BTK8 PRT All dimensions -size designations given are subject to verification on job site and adjustment to fit job conditions. 2720 BATHS _OPTIONS OR (03-07-11 0 4.M.Mwttttttttttttttttttt�k�ki��Y�Ytttti Designed: 03/07/11 Designer: P. Nottbohm Printed: 03/07/11 This is an original design and must not be released or copied unless applicable fee has been paid or jab order placed. FLOORPLAN I Drawing #: 1 Scale : 0 1/2" — 1' A DR HORTON HOMES SUBDIVISION: LOT BLOCK: DOOR STYLE: BASE PARTS: 1 - BTK8 P 1 - UM8 BLD L=2BX UPPER PARTS OVER BASE: 1 - UM8 BLD L=2BX UPPER PARTS OVER W / D: 1-UF3P 1 - UM8 BLD L=2BX CABINET LAYOUT MODEL: 2720 GARAGE RIGHT MARCH 2010 PG — of _ FEBRUARY 2011 MARCH 2011 OPT LAUNDRY BASE OPT LAUNDRY UPPERS OVER BASE OPT LAUNDRY UPPERS OVER W/D ,r-12'14 0 � M O 0 0Ila co o w a o to 0 � M O ,k 100" All dimensions -size designations given are subject to verification on job site and adjustment to fit job conditions. 2720 BATHS _OPTIONS OR (03-( T�MBERLAKE Designed: 03/07/11 Designer: P. Nottbohm Printed: 03/07/11 This is an original design and must not be released or copied unless applicable fee has been paid or job order placed. 11lI FLOORPLAN I Drawing #: 1 Scale : 0 1/2" — 1' A R C H 1T E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1 SUHDIV. Se LOT: TUSCA PLACE NORTH LOT X30 PROJECT# 2I08. 009 MODEL: 2720" GARAGE SWING: LEFT PAGE: CABINET LAYOUTS ARCHITECT STATE OF FLORIDA Z/ - DATE: 04/25/12 SCALE: 1/4D/=1,_ 000 SHEET 10 d -l5 - w U LU 0. p 1— ut_ o 6 (P m l~ m � 1 SUHDIV. Se LOT: TUSCA PLACE NORTH LOT X30 PROJECT# 2I08. 009 MODEL: 2720" GARAGE SWING: LEFT PAGE: CABINET LAYOUTS ARCHITECT STATE OF FLORIDA Z/ - DATE: 04/25/12 SCALE: 1/4D/=1,_ 000 SHEET 10 d -l5 - ��--(1) Ob REIBAR VERTICALLY W/ CONC. FOUR CELL R-4.1 INSULATION ZL TEXTURED FINISH �► B' CMU 1/2' C•tYP. WL. $P. ro WOOD BASE p , °• a •tl ' 4' GONG, REINF. W1 6'X6' 010 WWM ON ° 6 -MIL POLY ETHYLENE VAPOR d'y BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATMENT SHALL BE SORA -CARE E4' S' 4' (2) ft. REBAR ON CHAIRS 1—STORY FOOTING 1 W BLOCK WALL SCALE -1/2' -l' -O' 4' GONG., REINF. W/ 6'x6' •las WU1M ON 6 -MIL POLY ETHYLENE VAPOR 4' BARRIER ON WELL -COMPACTED ;� SY N5 CLEAN TERMITE TREATEMENT SHALL B1) ( Ar -4% CHAIRS � THICKEN EDGE SCALES 1/2'■1'-@" m 4' GONG., REINF, W/ 6'x6' 110 UNUM ON 6 -MIL POLY ETHYLENE VAPOR 14]'14- CARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE GARAGE STEP— UP NON—BEARING SCALE: 1/2`-1'-@' GRADE E l , ° 4' GONG., REINF. W/ 6'X6' "ICA WWM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL SY SY 4. BE BORA-CARE 17 2'-@' 4' •5 REBAR ON CHAIRS 9 CONCRETE _0F_ PAD POURED LINTEL CONT. (TYP-) " 5' CMU FILLED CELL (TYP-) 2X WALL FRAMING (4) NX -l' ANCHOR BOLTS or (4) 7 'X'1' J -BOLTS MIN. 5' EMBEDMENT W/ 2'X2'XI/8' WASHER AND NUT SPACED EVENLY FROM FLOOR td BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID FOUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 1 BLOCK WALL CONNECTION SCALE: 1/2'-1'-& (1) +5 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY I' EMBED. MIN. 4 O ° • .° 4' CONC, RENF. W/ 6'x6' KI0 W1UIM ON 4 (P -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE TYP. RETROFIT FOR A OMITTED DOWELS SCALE: 1/ 2' - l' _C' SECURE BT. PLATE t0 BLK W/ J' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN. + 32' OC MAX. 4CONC., REINF. W1 6'x&' •12� WWM ON 6 -MIL POLY ETHYLENE VAPOR ? � BARRIER ON WELL -COMPACTED F GLEAN TERMITE TREATEMENT SHALL 4" g' ,}+ BE SORA -CARE 1'-4' C2) •9 REBAR ON CHAIRS 1—STORY FOOTING AT L. B. W. W UPLIFT SCALE: STUDS 16' O.C. MAX 5 1/2' Is HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY V EMBED. MIN. A 32' OC MAX. ? y d a An. a 4' CONC, REINF, W/ 6'x6' •U8 ULM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED d CLEAN TERMITE TREATEMENT SHALL i+t 4' V' 4' 4' SE BORA-CARE 1 -4' l2)'k5 REBAR ON CHAIRS GARAGE STEP—UP 1— STORY L. B. W. SCALE: 1/2' -I' -V' I I I" RECESS FOR Sfx.D. TRACK FINISH FLOOR lull Q 4. , SLAB AT S. G. D. 10 SCALE: i'-1'-01 SECURE EST. PLATE TO SLAB W/ j' ANCHOR 1 iOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. w 32' OC MAX. .• uny e. y, 4' CONC, REINF, W/ 6'x6' •1@ ULM ON 6 -MIL POLY ETHYLENE VAPOR r BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL 4' I'-@" BE 50RA-CARE (3) 05 REBAR ON CHAIRS 2—STORY FOOTING AI AT L. B. W. SCALE: SECURE BT. PLATE TO SLAB W/ lldd CUT NAILS/ MASONRY NAIL + 32" O.G. JU/// MAX a a 4' GONG., RENF. W/ 6'x6" •I0 WWM ON 6 -MIL POLY ETHYLENE VAPOR ? BARRIER ON WELL -COMPACTED i CLEAN TERMITE TREATEMENT SHALL U 4' g' a}' BE SORA -CARE 1'-4' (2) •5 REBAR ON CHAIRS 1—STORY FOOTING BAT L.B.W. W NO—UPLIFT) SCALE: D IR' * HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO BLAS W/ ANCHOR HOLT W/ 2' WASHER SET IN EXTENDED SLAB 1 1/2' SIMPSON HIGH STRENGTH EPDXY I' EMBED. MIN. A 32' OC MAX. 4' CONC, RENF. W/ 6'x6' 010 WWUM ON 6 -MIL POLY ETHYLENE VAPOR 15ARRIER ON WELL -COMPACTED i CLEAN TERMITE TREATEMENT SHALL m V 4' BE SORA -CAIN II-$� (3) •S MBAR ON CHAIRS GARAGE STEP—UP �A 2—STORY L.B.W. SCALE: 1/2'=I' -O' RECESS FOR GARAGE DOOR d.� 4' CONC, REINF. W/ 6"x6' ol@ WWM ON 6 -MIL POLY ETHYLENE VAPOR P-@' BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE 50RA-CARE (1) 05 RECAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: 1/2' - I'- V CURB HEIGHT VARIES 1/2' RECESS FOR SERVICE OR ° 4' CONC., REINF. W/ 6'x6' •I@ WWM ON °•,4 .•: 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT WALL BE BORA-CARE (2) "5 REBAR ON CHAIRS i+t SLAB AT GARAGE ►-� SERVICE DOOR 1 SHOWER RECESS FOOTER SCALE:1'-,'-�' TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' O.C. MAX 1/2' GYP. WL. BD. WOOD BASE ECURE BT_ PLATE TO 5LK W/ t' ANCHOR BOLT W/ 2' WASHER SET IN i SIMPSON HIGH STRENGTH EPDXY T' m p EMBED. MIN. + 32" Or, MAX. �a • ;' 4' CONC, REINF. W16'x6' 010 WWM ON 6 -MIL POLY ETHYLENE VAPOR ie9PACTED BIER ON TERMITE TREATEMENT CLEAN SHHALL SE SORA -CARE a 1Y 81 4' fi Y V -4- (Z) 05 RESAR ON CHAIRS 1—STORY FOOTING 3 W FRAME WALL SCALE= 1/2'-r-0' —(1) 05 REBAR VERTICALLY W/ CONC. POUR CELL i a e' CMu –CURB HEIGHT VARIES Id y a • 4' CONC., REINR W/ 6'x6' W WWM ON 6 -MIL POLY ETHYLENE VAPOR o° BARRIER ON WELL -COMPACTED GLEAN TERMITE TREATEMENT SHALL BE SORA -CARE 4' B' 4' (2) 45 REBAR ON CHAIRS in I'-4' u 1—STORY FOOTING AT GARAGE I• ° 4' GONG, I; NF. W/ 6'x6' 010 O)JM ON ' ° 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE e.5) 'r5 REBAR ON CHAIR'S U t_nY 2—STORY FOOTING 13 W BLOCK WALL SCALE: 1/%' - 1' - 0' CAULK AND SEAL GROUTED BOND SEAM (l) 05 REBAR VERTICALLY W/ CONC. _�-GAS LINE • •, • ° TIE VERTICAL REBAR � POUR CELL I J' PvC SLEEvE FOR GAS LINE �TC) REBAR W/ I@' 1400K R-4.1 INSULATION e' CMU TEXTURED FINISH 1/2' DRYWALL GROUTED BOND BEAM B' CMU 1 j,fD'-@" FN. FLR. • ° a '4' TIE VERTICAL REBAR TO HORIZONTAL C4 E ° 4•, a ae , 1/2' GYP. WL. 50. °• . .• _ . ; a; en • — WOOD SASE I• ° 4' GONG, I; NF. W/ 6'x6' 010 O)JM ON ' ° 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE e.5) 'r5 REBAR ON CHAIR'S U t_nY 2—STORY FOOTING 13 W BLOCK WALL SCALE: 1/%' - 1' - 0' CAULK AND SEAL GROUTED BOND SEAM VARIES PER ELEv. _�-GAS LINE • •, • ° TIE VERTICAL REBAR � •' HORIZONTAL I J' PvC SLEEvE FOR GAS LINE �TC) REBAR W/ I@' 1400K +' VARIES PER ELEV. e' CMU : 1/2' DRYWALL GROUTED BOND BEAM WOOF CAGE j,fD'-@" FN. FLR. • ° a '4' TIE VERTICAL REBAR TO HORIZONTAL ° 4•, a ae , REBAR W/ VA' HOOK °• . .• _ . ; a; b� °` GROUTED BOND BEAM ooF ,• , .n° : ° VARIES PER ELI .4 V O :4 e, L` •° • ••Ae° a ''.d 4 ' (o' FVC CHASE THRU FOOTING <e GAS LINE THRU BLOCK I -STORY (2)+5 REBAR ON CHAIRSa 2 -STORY 16 SCALE= I' -I'-@' e3) •5 REBAR ON CHAIRS a n) •5 REBAR VERTICALLY W/ CONIC. CLEANOUT REQUIRED POUR CELL a • at .a °•' R-4.1 INSULATION ° 1/2' GYP. WL. BD. FOR INSPECTION ° z WOOD BASE a• ' ey r 4' GONG, REII�. W/ 6'X6' •I@ WWI ON IRED ,� a. CLEANOUTINSPECTION TION a ' ' 6 -MIL POLY ETHYLENE VAPOR 4• "•a CARRIER ON WELL -COMPACTED .A • A'Q I CLEAN TERMITE TREATED FILL t� • a " p lr ° 0-0' FIN. FLR. eI ;(2) •5 REBAR + 1 -STORY E-' @'-@' FN. FLR. (3)'B REBAR 40 2-STORI` f U •5 VERT. DOWEL e. a a ad TIE VERTICAL REBAR • LAPPED W/ SAND SEAM Ib' PVC CHASE THRU FOOTING iq a .' Sy ° " t4 HORIZONTAL ; . •a ° • L a' OUTSIDE REBAR TO BE (U +5 At CORNERS ° c 4 REBAR W/ B' HOOK q•. a ° , CONTINUOUS YIBAR W/ 25 LAP MN. n o' ° e• a . •° 4 I -STORY .� a 4' $' 4' (2) 'r5 REBAR ON CHAIRS m . :.v e' 4. p_4Y 2 -STORY (3) •S REBAR ON CHAIRS O Z' -I' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1—STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP// AT FOOTING AT LINTEL CORNERS W BLOCK WALL E RpE�INFO•RCING p q u ALL ]EXT'ERIO ]F'OOTERM AT PINI SLAB'S TO 13E MlTsZ. 12"-RE]LOW I.3fiT1DISrFUl:ZI3EED SOIL r TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' O.G. MAX 1/2' GYP. WL. BD. WOOD BASE SECURE BST. PLATE TO BLK W/ ANCHOR BOLT W/ 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN. N 32' Or, MAX. ya 4' CONC., REINR W/ 6'X6' •I@ WWM ON ' 6 -MIL POLY ETHYLENE VAPOR oq4 :*'. BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE 6' 14' (3) +5 REBAR ON CHAIRS 2—STORY FOOTING A W/ FRAME WALL SCALE: (1) S REBAR VERTICALLY W/ CONC. POUR CELL a' CMU CURS HEIGHT VARIES E0. J 4' GONG, R5INF. W/ 6"x6' 0I@ WWM ON n 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED �p CLEAN TERMITE TREATEMENT SHALL BE BORA-CART` l3) +5 REBAR ON CHAIRS , a; ' �� m�p 41 6•Y 6. 4. 2—STORY FOOTING A AT GARAGE SCALE: 1/2"-V-0' 14 NOT USED mV HORIZONTAL/VERTICAL REINFORCING AT v_ BEARING CHANGE SCALE: 1/2'!1' -Cd' ARCHITECTS Design O U p G rInc. 144. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 GROUTED BOND SEAM VARIES PER ELEv. • •, • ° TIE VERTICAL REBAR � •' HORIZONTAL �TC) REBAR W/ I@' 1400K +' VARIES PER ELEV. : N GROUTED BOND BEAM •° • ••Ae° a ''.d CLEANOUT REQUIRED (L • at .a °•' ° FOR INSPECTION D 4• � Ci h E-' @'-@' FN. FLR. '.° :' o • • ° TIE VERTICAL REBAR ,ae : ° h TO HORIZONTAL 'i REBAR W/ 8' HOOK mV HORIZONTAL/VERTICAL REINFORCING AT v_ BEARING CHANGE SCALE: 1/2'!1' -Cd' ARCHITECTS Design O U p G rInc. 144. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 SusasV. alb LOT: TUSCA PLACE NORTH LOT X30 PROJECT# 2108.000 MO EL - "2720" GARAGE SWING}: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARGHITEGT� STATE OF FLORIDA JDATE: 04/25/12 SCALE: 1/4"=1'-01' SHEET//''A'' D I II 5 N D � Ci E-' Q z (, O q u 01 4 G[1 ti SusasV. alb LOT: TUSCA PLACE NORTH LOT X30 PROJECT# 2108.000 MO EL - "2720" GARAGE SWING}: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARGHITEGT� STATE OF FLORIDA JDATE: 04/25/12 SCALE: 1/4"=1'-01' SHEET//''A'' D I II 5 PANEL ANCHOR SEALANT SEALANT 3/5" -EXPANSION STRIP -- FREE OF MORTAR PANEL ANCHOR 1/4" EXP. BOLT TUJO PER ANCHOR UJALL FRAME SHOUJN HERE ---._. FOR ILLUSTRATIVE PURPOSES ONLY. UJALL FRAMING CAN BE CONCRETE, MASONRY, UJOOD STEEL OR ANY OTHER STRUCTURAL SURROUND r7 09 PANEL ANCHOR STYLE CONSTRUCTION LINTEL PLATE 3/8" EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO BE MIN. 1/2' DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS BLOCK NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEI=LECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING -s EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK. POSITION (2) 1-1/4" 5-4 HEX UJASHER HEAD UJITH ANTI -CORROSIVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE TYPE S OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL RE INFORC ING MORTAR ASPHALT EMULSION r 1-3/4" X 20 GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL SECURE 2x6 MIN. TO BLK W/ (2),Y ANCHOR BOLT W/ 2' WASHER SET IN 51MI-50N HIGH STRENGTH EPDXY 4' EMBED. 2X4 SECURGABLED TO END W/(2)12dQEA. UPRIGHT 2X4 SECURED TO ® ® ® GABLE ENG W/(2)12d (0"-8" O.G. SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. L-306 © SIDI=3: ® GABLE BLOCKING 2X6 GARAGE DOOR BUCK W/ (3) TRUSS 2x4 BLOCKING VXV J -BOLTS 4' EMBEDMENT MIN. * EA. RAFTER W/ 2'X2'XY8 WASHER AND NUT L -3(A EA. SPACED EVENLY FROM FLOOR TO RAFTER GARAGE DOOR HDR. IN JOINTS H2.5 EA. PRIOR TO FILLING. RAFTER 1-2X6 PT BLOCK m CENTER OF --2x4 RAFTER DOOR HEADER W/(1) h'X8' J -BOLTS 24' O.C. 4' EMBEDMENT W/ 2'X2"XYa' WASHER 2x4 AND NUT FRAMING ® ® (TYP) GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 8 NOT USED 4- FRAMED OVERHANG N.T.S. 2x4 DBL TOP PLATE 2x4 METAL STUD 24' O.G. 1/2" DRY WALL 2X4 16' D.C. MAX 2X4 PT. BT. PLATE .; 1/2" AB W/ MIN. T' EMBEDMENT 2' DIA. WASHER "u 32' O.C. MAX *5 RE5AR CONT. WOOD FRAME TO BLK. SCALE. A PLAN VIEW SCALE: 112'- 1' -0' SPARK ARREST PER MANUFACTURER 1X2 PT. TOP OF BOX PRL. TOP PLATE — 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON 0.3.8. SHEATHING OR �" CDX PLYWOOD PRE. ENG. TRUSS SIMPSON H-5 (MIN.) 2X4 TO TRUSS PRE. ENG. TRUSS $P4 OR H-5 TOP PLATE TO STUDS `2'-011 ,4Bv. 10'-C' LEVEL TO ROOF / OR 2'-0' ABV. HIGHEST RIDGE WITHIN 101-0- 2A SIMPSON H-5 (MIN.) 2X4 TO TRU55 CHIMNEY DETAILS SCALE: 1/2' = I'-0' PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS a lb'O.C. MAX SIMPSON LSTA-12 4° EA, JACK STUD, 1550TH SIPES OF- OPENING. FOPENING. 2x STUDS 0 16" O.C. MAX W/ SHEATHING. SHEATHING TO 15E WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY m A TIME. USE 126 NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SP4 OR H5 a TOP AND BOTTOM PLATES a EA. FULL LENGTH STUD, BOTH SIDES OF OPENING*. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND M Q I It -j;= TYP. EX'T'ERIOR WINDOW/ DOOR OPENING WD FRAMED SCALE: I/2"-1'-0" NAIL -INCA SC�HEMUL-E ROOF DIAPHRAGM USE 1/16' 0.S$. OR 1/2" CDX PLY WITH 08 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS a 4' O.C. EXTERIOR SHEATHING USE 1/16' 0.3.8. OR 1/2" PLY WITH O8 RING SHANK GUN NAILS AT rv" O.G. AT PANEL 31DE3 AND 05 RING SHANK GUN NAILS 4" O.G. TOP 4 BOTTOM PANEL AND •S RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAIL REQUIREMENT5 SIZE HEAD LENGTH DIA. TENSILE STR 86 ROUND,MODIFIED 1 1/8' .113 1.100 J0 OR T loci ROUNDMODIFIED 21/8' .128 110,000 OR T w ea TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING ° SPACES AT EACH END. -�-' NOTE- NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRU55 STAPLE, NAIL 4 TOOL ASSOCIATION 1. 0,113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER �a 3. 1(p TO 20 RINGS PER INCH 4. 0282 INCH FULL ROUND HEAD DIAMETER S. 2 INCH NAIL LENGTH 6 0 F,00F SHEATHING LA"'rOUT RNID ENF,)WALL 5RAC INCA BUILDING LENGTH FOR G,45LE EN1_2 HRA1 ZING; SECURE 2x TO BLOCK W/ (2) & TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EME5ED. 1 J') WITHIN 8' OF EACH END AND 18' O.G. MAX m SPACINGS. ` " O.S.B. SHEATHING OR---� GDX PLYWOOD 2x4 BLOCKS CMU WALL ARCH WINDOW FRAME A SECTION SCALE: I/2' • 1'-®' NOTE.-TYP. EXT. SHEATHINGS ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.B. t0 BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT a OPENINGS 08 RING 814ANK CvUN NAILS * 4'0.C. TOP 4 BOTTOM rzC*ES ° • Ig 13� ° C w ° ° 0 2% PRE TRU° MT3- 1/16" 2X4 STM. PLA' 321, c TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16" O.G. 1/16' 05.15. W/ MIN. 1' EMBEDMENT LOCATE 6'-S' FROM ENDS AND 32" O.G. MAX. TEXTURED FIN15H META -16 8" CMU WALL KNEE WALL DETAIL TO BLOCK ,SCALE: 1/2 ` • 1' -0' 2X4X4' SECURE TO TRUSS W/ 3-12R 6'-8' O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE TO BLK W/ META -lb 2'- 0" EXT: SCALE: 1/2"=1'-O' C 0 S RING SHANK GUN NAILS +� 6" O.G. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.5.8. TO BE STRUCTURAL GRADE) C, *8 2' DECK SCREWS 6"-S" O.G. MAX m EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 314' T4G SUS -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRUSS DBL. 2X TOP PLATE 2X BLOCKING a ' TOP OF 1/16" O.S.B. 2X STUDS 16" O.C. MAX.— 2X BTM. PLATE �ta 3/4" FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2X4 e TOP 4 BOTTOM CONT. HETA-16 BLK. WALL �j CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK, W/ 1/4' GAP FROM BLK. TO 0.3.8. O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING: AT PERIMETER OF 0.3.8. TO PROVIDE CONT. NAIL PATTERN {�3 REMAINING AREA TO BE SHEATHED FROM PBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING m TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW (5 INSTALL ALL 5H3=1=T5 W/FACE GRAIN PARALLEL TO STUDS 1 EXT. WALL SHEATHING SCALE: 1/2'- 1' -0' A R C H IT E C T S Design Gro u p i nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w W W O C4 wG q U w m Q JA SVBDIV. 8a L02%. TUSCA PLACE NORTH LOT X30 PROJECT# 2108.009 MODICL: "2720" GARAGE SWING: LEFT P,&GE: MIsc. DETAILS ARCHITECT. STATE OF FLORIDA JAMK:2 I �NTWELL RO 12079 PRINT IDATB: 04/25/12 CALM: 1/4"=1'-0" FIBERGLASS SHINGLES 2x4 BLOCKING ISETWEEN 2x4 5LOCK.ING BETWEEN OVER #15 FELT PAPER ON TRUSSES At 4'-0" O.C. (AT FIBERGLASS SHINGLES TRUSSES 4'-0" O.G. (AT 16° 0.5.5. SHEATHING OR a" OVER #1 FELT PAPER ON SHEATHING SEAMS) SHEATHING SEAMS) CDX PL'T'WOOD SECURED16 0.5.5. SHEATHING OR PER NAILING SCHEDULE CDX PLYWOOD SECURED P.T. 1x2 W/ MTL. DRIP EDGE PRE -ENG GABLE TRU55 PER NAILING SCHEDULE PRE -ENG GABLE TRUSS 2x4 NAILER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2) F15ERGLASS SHINGLES 2x4 SUB -BAND CONT. a EACH TRUSS OVER 015 FELT PAPER ON ALUM. SOFFIT CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND TO BE INSTALLED a MID. POINT OF �" 0.5.5. SHEATHING OR �" W/ (2) 12d's e EACH TRUSS ALUM, SOFFIT TRUSS SPAN, OR 10'-0" O.C. MAX_ CDX PLYWOOD SECURED STIFF -BACK AT ALL UPRIGHTS TO BE INSTALLED e MID. PER NAILING SCHEDULE OVER 4'-10" HIGH (SEE POINT OF TRU55 SPAN, OR 5TIFF5ACK AT ALL SEE ENERGY CODE FORMS SEALED ENG. FOR SIZE 4 10'-0" O.C. MAX. UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES. CONDITION.) HIGH (SEE SEALED ENG. " GYPSUM 5014RD OR PRE -ENG TRUSS SEE ENERGY CODE FORMS SEE ENERGY CODE AS FOR SIZE 4 CONDITION.) HIGH STRENGTH CLG. FOR INSULATION R -VALUES. O.S.B. SHEATHING OR FOR INSULATION R-VALOELUES. Z 0.55 SHEATHING OR BOARD MTL. DRIP EDGE . CDX PLYWOOD. ATTACHED �„ aa " G'Y'PSUM 5CARD OR ? HIGH PER NAILING SCHEDULE ON $ GYPSUM BOARD OR � CDX PLYWOOD. ATTACHED +° 2x4 NAILER :4 a HIGH STRENGTH CLG. PER NAILING STRENGTH CLG. 50ARD SHEET Dia SCHEDULE L ED LE ON 2x4 a 24" O.C. ,o INTERIOR 2x4 6U5 -BAND BOARD SHEET DS CONC. FILLED LINTEL BLK W/ -I/5" THICK 3 COAT KNEE WALL VENTED ALUM. SOFFIT LONG. FILLED LINTEL �3LK W/ �/5" THICK 3 COAT (1) #5 REBAR CONTINUOUS PORTLAND CEMENT PLASTER (1) '"E RE5,41R CONTINUOUS PORTLAND GEMENT PLASTER CONC. FILLED LINTEL 5LK W/ PRECAST LINTEL OVER EXPANDED GALV'D OVER EXPANDED GALV'D (1) 05 REBAR CONTINUOUS EMBED, STRAP VERIFY W/ METAL LATH ON FORGALVR R-4.1 BATT. INSUL. METAL LATH ON FORTIF15ER TRU55 PLAN R-4.1 BATT. INSUL. JUM50TEX GRADE "D" PAPER PRECAST LINTEL JUM50TEX GRADE "D" PAPER PRECAST L INTEL OVER tYVEK 5U ILD ING WRAP OVER TYVEK BUILG7ING WRAP WINDOW ATTACHMENT AS (REFER TO STUCCO SPECS WINDOW ATTACHMENT AS WINDOW ATTACHMENT AS (REFER TO STUCCO SPECS rl/a" THICK., 3 COAT PER MANUFACTURES FOR COMPLETE INFORMATION) PER MANUFACTURES PER MANUFACTURES PORTLAND CEMENT SPECIFICATIONS SPECIFICATIONS OR COMPLETE INFORMATION) SPECIFICATIONS PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY PRECAST SILL WEEP SCREEDPRECAST 51LL (SEE DETAIL 2) ---PRECAST SILL (1) #S REBAR VERTICALLY (SEE DETAIL 2) (1) '"S REBAR VERTICALLY SECURE GABLE TO 2x(o P.T. (1) #E REBAR VERTICALLY W/ CONC. POUR CELL SECURE GABLE TO 2x& P.T._--'� W/ CONC. POUR CELL PLATE W/ 126's 5" O.G. MAX W/ CONC. POUR CELL 11x2 P.T. FURRING STRIPS PLATE W/ 126's 5" O.C. MAX --�� 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO 1x2 P.T. FURRING STRIPS D.G. LK W1 x13" ANCHOR BOLT W/ O.C. SECURE 2x(o PT. PLATE TO 2" WASHER SET IN SIMPSON 5" CMU - 5" CMU �: 5" ICMU BLK W/ "x9" ANCHOR BOLT W/ . --�� NIGH STRENGTH EPDXY 7" 11/2 GYP. WL. BD. 2" WASHED SET IN SIMPSON 1/2 GYP. WL. BD. EMBED. MIN. 6 32" OC MAX. 1/2 GYP. WL. BD. WOOD BASE HIGH STRENGTH EPDXY -I" WOOD BASE ��~~~ _------WOOD BASE a EMBED- MIN. e 32" OC MAX.T. 4 .d 5/5" THICK, 3 COAT d. d° 5/8" THICK, 3 COAT d PORTLAND CEMENT PORTLAND CEMENT d PLASTER APPLIEDPLASTER APPLIED a 4 �d�. • e DIRECTLY t0 MASONRYd ' DIRECTLY TO MASONRY d . I -STORY GABLE I -STORY 1 -STORY GABLE W/ VAULT CLG. B LO C K WALL BLOCK WALL BLOCK WALL SCALE: 3/4"=l' -O" 1A SCALE: 3/4`=I'-0" SCALE: 3/411=11-01, 2X4: ® 2X4: ® 2X4: CM SECURE t0 BLOCK W/ 3/(8" SECURE t0 BLOCK W/ 3,f6' SECURE TO BLOCK W/Y4' TAPCON5 OR DRIVE PIN TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK 51ZE .145 (MIN. SHANK 51ZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT i Yd') MIN. EMBEDMENT 1 Y49 MIN. EMBEDMENT i Ya') WITHIN S' OF EACH END 4 WITHIN 5' OF EACH END 4 WITHIN 5' OF EACH END 4 1S' O.C. MAX SPACING. IS" O.G. MAX SPACING. 18' O.G. MAX SPACING. 8' CMU 2X(O: ® 2X(o: ® 2xbcm : " DRYWALL SECURE TO BLOCK W/2-�1{$" NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -3/(b' SECURE TO BLOCK W/1-1/4" NOTE: STRUCTURAL 2X MUST 1"X4' OR 1"X2" P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUT51DE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCON5 OR DRIVE PIN BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-5TRUCTURAL IMIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL Ix4 P.T. OR /4'X4" MIN. SECURE MIN. HEAD SIZE .300 33/(&" TAPCON MIN. i Y4" MIN. HEAP SIZE .300 THROUGH NON-STRUCTURAL MIN. HEAD 5IZE 300 %' TAPGON MIN. 1-Y4" THRU FRAME 4 EXTEND 1-)/41 MIN. EMBEDMENT 1 Y4") EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4") 3/f&' TAPCON MIN. 1-Y4' MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK. I/1(ca 0.5.8. OR CDX INTO BLOCK W/ 3/f&' TAPCON5 WITHIN S' OF EACH END 4 WITHIN S" OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN 5' OF EACH END 4 OR DRIVE PIN 8 CMU 5 GMU (MIN. SHANK SIZE .14�v IS" O.G. MAX SPACING. 15" O.C. MAX SPACING. 18' O.G. MAX SPACING. TYVEK BUILDING WR,4i " DRYWALL 5' CMU 'DRYWALL MIN. HEAD SIZE 300 2X8: ® 1"X4" OR 1"X2' P.T. NAILER 2X8' ® )�' DRYWALL 2X8: FORTIFIBER BLDG PAPER MIN. EMBEDMENT I -Y4" SECURE t0 BLOCK W/2 -3i(6" SECURE TO BLOCK W/2-3',{&" 1"X4" QR 1'" P.t. NAILER SECURE t0 BLOCK W/I-1/4' I"X4' OR 1'X2' P.T. NAILER WITHIN S OF EACH END 4 18" TAPCONS OR DRIVE PIN N6 O.S.B. X 4 X2 MIN. TAPCONS OR DRIVE PIN TAPCON5 OR DRIVE PIN x�' 0.5.8. X 4' MIN. O.C. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR; CASING (MIN. SHANK 5IZE .145 GALV D DOOR CASING DOOR JAMB OR WINDOW POOR JAMB OR WINDOW DOOR GACASINGMTL. L,4TH MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD 5IZE 300 �� DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4") MIN. EMBEDMENT I Y4") MIN. EMBEDMENT 1 Y4") DOOR JAMB OR WINDOW -1/5, TEXTURED WITHIN S' OF EACH END 4 ATTACH TO 2X PER WITHIN a" OF EACH END 4 ATTACH TO 2X PER WITHIN S' OF EACH END 4 ATTACH TO 2X PER ATTACH TO 2X PER 1S" O.C. MAX SPACING. MANUFACTURES DETAILS. 15" Q.C. MAX SPACING. MANUFACTURES DETAILS. 15' O.C. MAX SPACING. MANUFACTURES DETAILS. FINISH Is WOOD MANUFACTURES DETAILS. WOOD %g" TO 5/g" MID W,4L[- NOTE: SHIM A5 NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y�') CONSTRUCTION WEEP SCREED DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16" �- WINDOW TO BLOCK +3/4 OR +5/4+1-15/16"/ " " � WINDOW TO BLOCK E WINDOW TO BLOCK +3 G WINDOW TO BLOCK +3-7 16 SCALE: 1"=1'-0" SCALE: I'=I'-0' SCALE: 1"■1'-0' SCALE: 1"=I'-0' 4 g„ CMU 2X4: ® 2X4: ® 2X4: ® 2X4: CM SECURE TO BLOCK W/ 3/f6" SECURE TO BLOCK W/ }/(6" SECURE TO BLOCK W/ 3/(g," SECURE TO BLOCK WA4" TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 5/5" TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 FINISH MASONRY MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. HEAP SIZE .300 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) MIN. EMBEDMENT I Y4) MIN. EMBEDMENT 1 Y4) MIN. EMBEDMENT I Y4") WITHIN S' OF EACH END 4 WITHIN 5' OF EACH END 4 WITHIN S' OF EACH END 4 NOTE: STRUCTURAL 2X MUST WITHIN 5' OF EACH END 4 15' P.C. MAX SPACING. 1S' O.C. MAX SPACING. 15" O.C. MAX SPACING. BE ON OUTSIDE 4 SECURED 18" O.C. MAX SPACING. THROUGH NON-STRUCTURAL 2x&:® 2x&: cm 2Xb: ® %6' TAPCON MIN. 1-Y4'2X4�: SECURE TO BLOCK W/2-%- SECURE TO BLOCK W/2-%' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -3/f6' EMBEDMENT INTO BLOCK. SECURE t0 BLOCK W/1-1/4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE. STRUCTURAL 2X MUST SCREED `+ �'v �t1 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 8" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED WEEP S C R E 1� D MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 3/fa,' TAPCQN MIN. 1 Y4" MIN. HEAD SIZE 300" DRYWALL MIN. HEAD 5IZE 300 THROUGH NON-STRUCTURAL MIN. EMBEDMENT I Y4") MIN. EMBEDMENT 1 Y4") EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 049 1'X4' OR 1'X2' P.T. NAILER MIN. EMBEDMENT I Y4') 3/f6" TAPCON MIN. 1-Y4" WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4 " WITHIN 5' OF EACH END 4 WITHIN 5' OF EACH END 4 EMBEDMENT INTO BLOCK. DETAIL D O 18' O.C. MAX SPACING. S" CMU IS' O.C. MAX SPACING. $CMU IS" O.C. MAX SPACING. 2ND 2X SECURE TO 1S" O.C. MAX SPACING. 2X8: ® DRYWALL ®STRUCTURAL MEMBER W/(2)12d 5 CMU 2X8 BLOCK CON ]�T E C T' I O ]�T " J5` DRYWALL : ® " 1"X4' OR I'X2' P.T.2X8` �o" 2X8: ® DRYWALL SECURE TO BLOCK W/2-�(6 1'X4' aR 1'X2' P.T. NAILER SECURE To BLOCK W!1-�(� NAILER WITHIN 8' OF EACH END 4 SECURE TO BLOCK W/2-3/(6" TO $" O.C. MAX SECURE TO BLOCK W/I-I/4 TAPCON5 OR DRIVE PIN TAPCON5 OR DRIVE PIN 1" P.T. X 4" MIN. TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1'X4" OR 1'X2' P.T. NAILER DOOR JAMB OR WINDOW SCALE: 1 I/2"=1'-0" (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 1' P.T. X 4' MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 POOR JAMB OR WINDOW POOR JAMB OR WINDOW MIN. EMBEDMENT I Y4") MIN. EMBEDMENT I Ya") MIN. EMBEDMENT 1 Y4") MIN. EMk31=DMENT 1 Y4') DOOR CASING POOR JAMB OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER WITHIN S' OF EACH END 4 ATTACH TO 2X PER WITHIN 5' OF EACH END 4 ATTACH TO 2X PER WITHIN S" OF EACH END 4 IS' O.C. MAX SPACING. MANUFACTURES DETAILS. IS' O.C. MAX SPACING. MANUFACTURES DETAILS. 15" O.C. MAX SPACING. MANUFACTURES DETAILS. 15' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/" DOOR JAMB TO BLOCK +2 1/,4" DOOR JAMB TO BLOCK +3" DDDR JAMB TO BLOCK +3 3/4" B WINDOW TO BLOCK +1-1,/2 D WINDOW TO BLOCK +2 1 4 T WINDOWjO BLOCK +3 H WINDOW TO BLOCK +3 3 4 SCALE: 1"a 1' -0' SCALE: 1'-1'-0' SCAL■ I'-(�' SCALE: I"■ I'-0" Design G r0 u p i nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: TUSCA PLACE NORTH LOT X30 PROJECT# 2103.009 MODEL - " 2720" GARAGE SWINGE: LEFT PAGE: MONOLITHIC I -STORY WALL SECTIONS & NOTES ARCHITECT, STATE OF FLORIDA DATz: 04/25/12 SCA .M: 1/4"=1' - 0" SHEET ID ')05 w � a 0 q U w m 4 SUHDIV. & LOT: TUSCA PLACE NORTH LOT X30 PROJECT# 2103.009 MODEL - " 2720" GARAGE SWINGE: LEFT PAGE: MONOLITHIC I -STORY WALL SECTIONS & NOTES ARCHITECT, STATE OF FLORIDA DATz: 04/25/12 SCA .M: 1/4"=1' - 0" SHEET ID ')05 FIBERGLASS 5HINGLE6 FIBERGLASS SHINGLES OVER OVER 1115 FELT PAPER ON 1*15 FELT PAPER ON -f/I(o" 2x4 BLOCKING BETWEEN �6" O.S.B. SHEATHING OR 1" 0.5.8. SHEATHING OR �" CDX TRUSSES AT FIRST TWO SAYS CDX PLYWOOD SECURED PLYWOOD 5ECURED PER 4'-0" O.C. (AT SHEATHING PER NAILING SCHEDULE NAILING 5CHEDULE SEAMS) PRE -ENG TRUSS MTL. DRIP EDGE PRE -ENG GABLE TRUSS MTL. DRIP EDGE SEE ENERGY CODE FORMS 2x4 5U5-5AND CONT. 2x4 RAT RUN SECURED FOR INSULATION R -VALUES. W/ (2) 126'5 e EACH TRUSS 2x4 SUB-�3ANp —�' ALUM. SOFFIT VENTED ALUM. 9" GYPSUM 5014RD OR STIFF5ACK AT ALL SOFFIT HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" BOARD HIGH (SEE SEALED ENG. DOUBLE TOP PLATE TW15T STRAP VERIFY W/ FOR SIZE 4 CONDITION) WINDOW HEADER SIZE TRU55 PLAN SECURE 2x4 PLATE t0 SEE ENERGY CODE FORMS VARIES PER WINDOW WALL W/ 3"x�" THRU-BOLTS FOR INSULATION R-vALUEB. OPENING SEE HEADER 8 SPAN CHART FOR e 32" O.G. MAX THEN ° GYPSUM BOARD OR° DETAILS SECURE GABLE TO 2x4 0.5.8. SHEATHING OR 2" WINDOW ATTACHMENT A5 PLATE W/ 126's 8" O.C. MAX HIGH STRENGTH CLG. CDX PLYWOOD. PER MANUFACTURE5 OR BOARD ATTACHED PER NAILING SPECIFICATIONS SECURE GABLE TO DBL DOUBLE TOP PLATE SCHEDULE ON SHEET D5. TOP PLATE W/ 5IMP50N WINDOW SILL HTC4 e 24" O.C. MAX 1/15" THICK, 3 COAT WINDOW ATTACHMENT AS PORTLAND CEMENT 2x STUDS im 16" O.C. MAX W/ WINDOOW HEADER 51ZE PER MANUFACTURED' EXPPLASTER OVER ANDED GALfl R-11 BATT. INSUL. MIN. VARIES PES? WINDOW SPECIFICATIONS T 4 G SUSFLOOR GLUED OPENING SEE HEADER SPAN METAL LATH ON AND NAILED AS PER CHART FOR DETAILS WINDOW SILL FORTIFIBER JUMBOTEX NAILING SCHEDULE 16 0.5.5. SHEATHING OR a" GRADE "fl" PAPER OVER GDX PLYWOOD. 2x STUDS G 16O.C. MAX W/ TYVEK BUILDING WRAP ATTACHED PER NAILING' -11 E3Att. INSUL. MIN. (REFER TO STUCCO SCHEDULE ON SHEET 7-)5 3" T 4 G SUSFLOOR GLUED SPECS FOR COMPLETE 1/5" 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. PRE -ENG FLOOR TRUSS METAL LATH ON FORTIFIBER FROM 2ND FLR L INE(INSTALL PER MFG. SPECS,) JUM80TEX GRADE "fl" PAPER 2x4 CONT. TOP AND OvER TYVEK BUILDING WRAP 4v° GYPSUM BOARD OR (REFER TO STUCCO SPECS 3T, OF FLR TRUSS (TOP HIGH STRENGTH CLC. FOR COMPLETE INFORMATION) 2x4 SUPPORTS Bt PLATE OF 2ND FLR, BT. BOAR'fl NOTE: SHEATHINGMUST PRE-ENGFLOOR TRU55 2x4 15 FOR WALL CONC. FILLED LINTEL SLK W NOT BREAK 11-011 MIN. (INSTALL PER MFG. SPECS.) SHEATHING NAILER) (1) 05 REBAR CONTINUOUS FROM 2ND FLR LINE" GYPSUM BOARD OR° R-4.1 BATT. INSUL, 2x4 CONT. e TOP AND HIGH STRENGTH CLC. WEEP 5CREEfl PRECAST LINTEL BT. OF FLR TRUSS (TOP e:-0,• BOARD (SEE DETAIL 2A) 2x4 SUPPORTS BT CONC. FILLED LINTEL BLK W/ EMBED. STRAP VERIFY ^ WINDOW ATTACHMENT 45 PLATE OF 2ND FLR, BT. (1) S REBAR CONTINUOUS W/ TRU55 PLAN PER MANUFACTURE5 2x4 IS FOR WALL V THICK, 3 COAT SPECIFICATIONS SHEATHING NAILER) PRECA5T LINTEL PORTLAND CEMENT PRECAST SILL WINDOW ATTACHMENT A5 PLASTER APPLIED (1) 05 RESAR VERTICALLY WEEP SCREED PER MANUFACTURER DIRECTLY TO MASONRY W/ CONC. POUR CELL (SEE DETAIL 2A) 5PECIFICATION5 1x2 P.T. FURRING STRIPS -- PRECAST SILL f " O.C. EMBED. STRAP VERIFY, 1�STORY W/ TRUSS PLAN (1) 5 REBAR VERTICALLY FIRST FLOOR a" CMU W/ CONIC. POUR CELL 1/2 GYP. WL. BD. /a THICK, 3 COAT Ix2 P.T. FURRING STRIPS BLOCK SECOND Woon F3ASE PORTLAND CEMENT � i� ° 0. C. FLOOR FRAME APPLIED D IRECTLY TO MASONRY f S" CMU 1 SCALE= 3/4"=1'-0" a. ' ° 1/2" GYP. WL. BD. a`•. 2 -STORY GABLE WOOD BASE a A 4 FIRST FLOOR � a a ' °. ' ° BLOCK SECOND d FLOOR FRAME SCALE: 3/4"=1'-0" 0.5.8. SHEATHING OR CDX 2x STUDS a 16" O.G. MAX W/ PLYW00D. ATTACHED PER R-11 BATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS 0 I(o" O.C. MAX W/ 1/1611 O.S.B. OR " CDX T 4 G 5U5FLOOR GLUED D5 R-11 BATT. INSUL. MIN. TYVEK BU ILD ING WRAF I/S" THICK, 3 COAT PORTLAND " T 4 G 5U5FLCOR GLUED FORTH=fB AND NAILED PER CEMENT PLASTER OVER AND NAILED AS PER BLDG PAPER NAILING SCHEDULE DULE EXPANDED GALV'D METAL LATH NAILING SCHEDULE C�ALV'C� N1TL. LATH ON FORTIF15ER JUMBOTEX GRADE "D" PAPER OVER TYVEK -1/6" TEXTURED BUILDING WRAP (REFER TO FINISH a WOOD STUCCO SPECS FOR COMPLETE WOOD /a" TO Na" MID WALL INFORMATION) CONSTRUCTION WEEP SCREED 2 x4 CONT. e TOP AND 5T. OF FLR TRUSS (TOP 2X4 PRE -ENG FLOOR TRU55 SUPPORTS BT PLATE OF 2ND PRE -ENG FLOOR TRUSS '. FLR, ST. 2x4 15 FOR WALL SHEATHING NAILER) 8" CMU SiMPSON HETA-1�/a EMBED. � .p WEEP SCREED 4. � " GYPSUM BOARD OR �° , STRAP a 32" O.G. MAX VERIFY (SEE DETAIL 2A) HIGH STRENGTH CLG. ;: 5/S TEXTURED W/ TRUSS PLAN .:4: 80ARD ;. FINISH s MASONRY EMBED. STRAP VERIFY CONIC. FILLED LINTEL SLK W/ HIGH STRENG GYPSUM OR / TRUSS PLAN �'8 THICK, 3 COAT PORTLAND (1) 05 REBAR CONTINUOUS CEMENT PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ DETAIL @0 WOOD TO 2 PERPENDICULAR PRE—ENG FLOOR TRUSS 2 BLOCK CO NNEC TIO N SCALE: 3/4"=V-0" SCALE: 1 1/2"=1' -0" Design Gr��. oup � 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 SUDDIV. & LOT: TUSCA PLACE NORTH LOT X30 PROJECT# 2108.009 MODEL• „2'20" GARAGE SWING: LEFT PACE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT - STATE OF FLORIDA DA'T 04/25/12 SCALE: 1/4"=1'-0" SHEET D 4 o�I- N � Q o to q U w m a 1 SUDDIV. & LOT: TUSCA PLACE NORTH LOT X30 PROJECT# 2108.009 MODEL• „2'20" GARAGE SWING: LEFT PACE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT - STATE OF FLORIDA DA'T 04/25/12 SCALE: 1/4"=1'-0" SHEET D 4 o�I- A R C H IT E C T S Design group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003825 SUBDIV. Be LOT: TUSCA PLACE NORTH LOT X30 PROJECT# 2108.009 MODEL: "2720>> GARAGE SWINGE: LEFT PAGE: MIsc. DETAILS ARCHITECT STATE OF FLORIDA JAM,C74 CANTWELL .4H NO 12079 DAA 04/25/12 SCALE: 1/4"=1'-0„ W W uu y � o 4 � q z o U w � h q� � 61 SUBDIV. Be LOT: TUSCA PLACE NORTH LOT X30 PROJECT# 2108.009 MODEL: "2720>> GARAGE SWINGE: LEFT PAGE: MIsc. DETAILS ARCHITECT STATE OF FLORIDA JAM,C74 CANTWELL .4H NO 12079 DAA 04/25/12 SCALE: 1/4"=1'-0„ 4'x4' SELF -ADHERING MEMBRANE " NOTE: FLASHING (COMPATI13LE W/ HOUSE APPROVED BUILDING: WRAP WRAP MATERIAL) OVER SHALL BE LAPPED A MINIMUM OF APPROVED HOUSE WRAP.` 611 a VERTICAL LAPS (ROLL FLASHING TO EXTEND ONTO PIPE :`::':.. ENDS) # 6' Q HORIZONTAL LAPS. 6"x6" S F -ADHERING MEMBRANE ALL SEAMS NEEP TO 1~3E TAPED SACKING SHALL BE LAPPED NOT 1' OR LESS PIPE EL ONE-PIECE VERTICAL M WITH FORtIBER BREATHING CAPE LESS THAN 2" ON WALLS, THE PENETRATION FLASHING (COMPATIBLE W/ HOUSE TYPE CONTROL JOINT ~` 6ACKING SHALL BE LAPPED BD WRAP MATERIAL) OVER 4'x4' ATTACHED TO WIRE LATH -- --� / �`. WATER WILL FLOW TO THE SELF -ADHERING MEMBRANE W/WIRE TIE. WIRE TIE LATH EXTERIOR. SACKING SHALL NOT FLASHING OVER APPROVED TO OUTSIDE OF TRICK, 3 COAT CEMENT / \ BE PLACED BETWEEN PLASTER�`'��jj HOUSE WRAP. APPLIANCE FLANGE W/18 .:::::t.`:`: FLASHING TO EXTEND ONTO PIPE PLASTER / \ BASE (LATH) AND FLANGES OF •."•,.•:::,:::::::: GAUGE WIRE 1" O.C. / ACCESSORIES. METAL LATH TO WRB LAYER 02, FORTIF15ER METAL FLANGE CONTACT SHALL r MIN. LAP METAL LATH LATH SHALL NOT BE BUILDING PAPER / , BE REQUIRED TO ENSURE THAT CONTINUOUS THROUGH METAL LATH FLANGES ARE MECHANICALLY CONTROL JOINTS BUTLOCKED TOGETHER. PER ASTM CUT AND OVERLAP ONE SIDE OF WRk� LAYER "1, SHALL BE STOPPED X X X 1 01063 783.1 SELF -ADHERING MEMBRANE STUCCO WRAP FLASHING CUT AND OVERLAP ONE SIDE OF AND TIED AT EACH X X X SELF -ADHERING MEMBRANE SIDE. PER ASTM C1063 WOOD SHEATHING —!'�— FLASHING METAL LATH STEP "I STEP , �Y•,';p'.' }s..: .`°� 6 :.�5'•'r' ir�;3'.t.`o-':74.44;+,:.' .,. ..,� WR3 LAYER 01, :; " STUCCO WRAP WRB LAYER 1, THICK, 3 COAT GEMENT h'_-*,i?�,.++±;• ;v.+e'.r., Fr: •;W�; r;",:�,•f.:i +j,:,'kS' Y�:i!:e:' .-'°r' :i';�;' ' .:.:•$: .� ?' '1 k' ''"''`� ••'`°�'�� STUCCO WRAP PLASTER .. ,z. +l .. :':;"'Y;Y aµ`� .r.... R.•.:A WRE3 LAYER 02, FORTIFIER 1 — METAL LATH I G APER b' MIN PAPER LAP 15ELOW ONLY / I 'Lp p WRB LAYER 02, FORTIFI ER WRB LAYER "2, FORTIFIBI=R TAL1ATR ' BUILDING PAPER /� BUILDING PAPER ' •: 6'x6" SELF -ADHERING MEMBRANE d" TO UCLAYER #1, FLASHING OVER 4'x4' L 3' MIN. GAP MI STUCCO WRAP SEF ADHERING MEMBRANEN. 3' MIN. � INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED \ / WHERE METAL PLASTER BASE STRAPS, STAPLES) AS HOUSE WRAP. / REQUIRED TO SECURE I FLASHING TO EXTEND ONTO PIPE WITH BACKING 18 USED, THE WOOD SHEATHING PIPE/ WIRE TO FRAMING VA / 11 .*'.' VERTICAL AND HORIZONTAL LAP 4'x4" SELF -ADHERING MEMBRANE JOINTS SHALL BE BACKING ON /'� FLASHING OVER APPROVED 'SACKING AND METAL ON METAL. HOUSE WRAP. PER ASTM C10631$3 FLASHING TO EXTEND ONTO PIPE I' MIN LP, 4A71 -I LA' ALL LOVER 3/s APER LAP , 1` AP ' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR / SCALE: 1 1/2"=1'-0' INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ I : G.V. FINISH (SEE TYP WALL SECTION) V•ERTI'CAL LATH & PAPER DETAIL SECTION WOOD STUDS PER FBC Exterior lathing and plastering ONE VERTICAL—PIECE Exterior use of portland cement plaster „ „ shall comply with the application M TYPE CONTROL JOINT SHEATHING requirements of ASTM C 926-11 A. NOTE: Installation of exterior lathing and framing SIDE LAPS OF METAL BUILDING shall comply with ASTM C 1063-11A. PLASTER BASES SHALL PAPER �' MIN LAP BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED STUCCO V LAP A LATH BETWEEN SUPPORTS V LAP A PAPER WITH 0.041BB-IN. (1.21 -MM) WIRE AT INTERVALS NOT MORE THAN 9" (229 -MM). AS PER ASTM 01063 1. FOLD INWARD A PT. A I. FOLD INWARD +o PT. A 1.8.1. FOLD 2. CREASE 0 FIT. 5HORIZONTAL LATH F:'If=EDETAIL- 4) KIC Kur HJT DETAIL8c PAPER DETAIL I I I� FOLp WOOD 5HEATHING yY. WRS LA`S'ER 111, STUCCO WRAP 1. FT. AD INWARD I. FOLD INWARDao PT. A r}:: • ,' !!SI I CTG 2. CREASE 0 PT. 15 T t.t.i` � , 3 GOAT GEMENT 2. CREASE A PT. 15 to 3. CREASE 1='T. C 3. CREASE s PT. C PLASTER ®.. �.. 4. FOLD PT_ C OVER PT. a>. 5 TILL ter. C TOUCHES �+Ir;. METAL LATH I50TTOM FLAWS yf 2 I LAP WR5 4 TAf'E OVER LEGEND ;h /l ROOF/WALL 5GREED DRAINAGE FLAN (WR ® Or -OLD z 511X511 "Lu TYPE CONTINUOUS 1:50TTGALV. METAL FL,45HING FLANC-sE WATER TIGWT z (NAIL TO ROOF DECK,, NOT ICU°LP.QQ In WALL SHEATHING) UJfR5 L_ ANT' R 02 «CART «1 R CAS' 6HINGLE - Ia0 NOT N,41 5UILIDING FA ' J°! THICK, 3 COAT CEMENT INSTALL WITH ROOF CEMENT PLASTER M T A L L A T X X X X WR$ LATER 02, FORTIFIBER ,■. BUILDING PAPER ky�• WRB LAYER "I, A STUCCO WRAP ROOF GEMENT LAP LAYERS OF RUILPING WRAP OVER NAILING FLANGE, crop �. 5HINCLE ROOFING WRf=+ APPROX. 1 Xs' AMOVE k N k ... SHINGLES I < kM kk kkk �WOOD 6HEATHIN k - CASINCa DEAD \ I Z \. k k 9x8 WALL FLA°&HING ;p I •� o I KICK -OUT FLASHING (SEII^ DETAILS 1 FELL UNDMAYMENT WATER TIGHT SEAL '_X \A' . �— SOLDER, DQ NO �UBENP OR �, �� NOTE: INSTALL KICKOUT SHINGLE ROOFING ��'�� FLASHING AT BOTTOM OF ROOF e 9 9 9 9 WALL INTERSECTIONS LFLASHING DRIP EDGE. OVERLAP 2', EXTEND Y4' DELOW �1L. f�tJ- 5' /^ A I E • 1/2"=P-011 /2II=P-011 SHEATHING!, MECHANICALLY FASCIA WRAP FASTEN 12' O.G. MAX. A R C H I T EC T S Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 h rW vJ W W Ci jy0 q U (P q � 4[l �i Svsaiv. & LDO TUSCA PLACE NORTH LOT X30 PROJzCT# 2105.000 MoaEI: "2`20" GARACIE SWING: LEFT PACE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA -!2 D ZJm 0 4 2 5 12 S ALM:1/4"-1'-0" SHEET Al oil5 - STUCCO FINISH {� INSTALL (o" SELF -ADHERING e MEMBRANE FL,45HING OVER ro" SELF ,4DHE51vE' D BOTTOM t'. C3,415LE-END TRUSS TOP, SIDE(S) AN FLANGES OF NON-MOVAI:3LE OVER TOE' SIDES t WOOD SHEATHING FRAME OF THE EXHAUST. SLATER 1,SELF WOOL) D SHE4THINC STUCCO WRAPSEQUENCE OFFLASHING TO BE: I. BOTTOM, 2. SIDES, 3. TOPI—WRFLASHING i'°t: UJOC�D LAYER 02, 11 VENT GAP 15 TO BE SET IN BED UNIT UJRB LAYER 1' BUILD NG PAPER RTIFIBEI� h" STUCCO UJR14E' �.: .. ;.I: OF 5EALANT AT TOP ANP CONStRUGT14N �; ! METAL LATH SIDES ONLY. SEALANT 15 TO BE fi=REM,4NlJF. DR'I'ER', t.= r \ "1/8" TEXTURED TOOLED SO AS TO DEFLECT VENT CAF (SET IN FINISH 6 WOOD li ' WATER AWAY FROM JOINTS. CONT. SE,4L,4NT� WRS LA)'ER 2, FORTIF15ER p trfl I !;t V CMU y, 4 E -Z BEAD ALL AROUND ' 5UILDING PAFER k`„ 'V TO W MID -WALL VENT -APPLY SEALANT ALL WEEP SCREED ...X JOINTS AND INTERSECTIONS SEALANT APPLY SEALANT AT PERIMETER OF BACKER ROD I NON-MOVABLE FRAME AND STUCCO TOP 4 SIDES THICK, 3 COAT CEMENT ON ALL SIDES, )'¢" CAULKING G JOINTPPLASTERC ALL AROUND "'f 6' WIDE STRIP SELF �p p Tom+ ADHEVVE FLASHING, CLEAN B DRYER VENT (BLOCK�`' �8° TD ��5�� 1„� �D -UJ,4LL MASONRY BEFORE APPLYING PER FBC Exterior lathing and plastering UJEE1'= 6CREEC7 TIE Exterior use of portland cement plaster BACKER ROD— # TO METAL LATH W118 y : TEXTURED shall comply with the application FIN15H 6 MASONRY requirements of ASTM C 926-11A. GA. WIRE e -I" U.C. Installation of exterior lathing and framing r = SELF-ADHESIVE HORIZONTAL WEEP SCREED C ; TIP, shall comply with ASTM BUILDING P,4PER C 1063-11A. FLASHING (FRAME TCS F3LCACK) : ,. OVER "QUICK WOOD FR14MF-D wR6 LAYER 01, Ii :: FLASH WALL WRAP �..: HOODED VENT THICK COAT CEMENT — — HO RIZ O l�TTAL WEEP SCREED LECT D ;. PLASTER PIPE THROUGH / � A (FRAME TO FRAME) METAL LATH WALL DRAINAGE PLANE (UJR5 WRB LAYER *2, FORTIFIER BUILDING PAPER LA�'ER #I, STUCCO WRAP) WOOD SHEATHING — uJR5 L ,4YF=R #2 (FORT I1= I5ER -- DRYER VENT (FRAME) "QUICK FLASH" UILDING FAA R) INSTALL PER MANUF. SPECS.) all METAL LATH x x x x 10 41 IBUILDING PAPER 5TUCCD F`'r' ° • Td.:' '. ea .' UNDER "QUICK FLASH" WRB LAVER *1, CUT OPENING IN - STUCCO LUR,4P WOOD &HEATHING ,APPROVED HOUSEUJRAP FOR BOX INSTALLATION ST „ „ ALF -DHT FLASHING ENT PENETRATION CUT X INTO WRB LAYER 01, SELF -ADHERING 5CALE. N.T.5. STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHING OVER FLASHING OVER BOX AND OVER APPROVED WRB LAYER &TEF &TEF #2 - APPROVED S LU A HOU E R P WR13 LAYER I, BELOW STUCCO WRAP 1 ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT APPLY 60 MIN SELF -ADHERING -x ELEC. METER FIELD NO MEMBRANE GRAPE "D" I=ELT MEMBRANE FLASHING VERIFY LOCATION ENTERS BOX, - OVER ,4PPL`�' STUCCO SCRATCH COAT APPLY To FACE SELF -ADHERING EDGE FLASHING OVER AND ONE ( 1) LAYER OF PAINT APRUVED PRIOR TO IN5TALL INCA ELEC. HOUSELURAP METER'. WRB LAYER *2, FORTIFIER CAVITY TO 5E FILLED BUILDING E'APER WITH RIGID POLYMERIC T �5TEF I50CYANOTE-POLY5LEND FOAM ("GREAT STUFF" OR 51MILAR) �- V Af=l=L'I' A 51 L I C CSN c©a COATING OYER AREA TO RECEIVE STUCCO 5CR',4TG4--� COAT 5,46E SEALANT AT POINT ; THAT ELEC. WIRE PENETRATES SEE TYPICAL ILUALL 4 1 GOAT OF PAINT UJ/S,4CK- APPLY E -z BEAD .0.0.0.0 ROLL PRICaR TO OVER &0 MIN ° • ° • ° • ° ° SECTION) ELEC. METER INST,4LL,4T'ION GRADE "D" ° O O . MET,4L LATH FELT -PROVIDE. O :: SEALANT AT ALL • ° ° • JOINTS AND • ° ° O •o INTERSECTIONS • ° ° PROVIDE STUCCO 5CRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COI' 50 OR METER CAN AND D 15CONNEGT T E P ELECTRICAL CONDUIT � ELECTRICAL RECEPTACLE PENETRATION Grousign p Ine. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7741'078 www.a bdesigngrou p.com AA #: 0003325 svBraly. & IAT: TUSCA PLACE NORTH LOT #3O PROJECT# 2108.009 MODEL: "2"720" GAitAGE SWING: LEFT PACE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA WI DA 04/25/12 SCALE: 1/4)$=11-01) SHEET WA O -r -d -F 5 N W D � C) A u q svBraly. & IAT: TUSCA PLACE NORTH LOT #3O PROJECT# 2108.009 MODEL: "2"720" GAitAGE SWING: LEFT PACE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA WI DA 04/25/12 SCALE: 1/4)$=11-01) SHEET WA O -r -d -F 5 COLUMN SHEATHING WEATHER RESISTIVE 3" X 31 2(o GA. GALV- LEG hND- W001;> SHEATHING FINI5H LATER (2 LAYER METAL �LL REEL 4 STICK) SET IN BED OF WEA�HpR RESISTIVE SEALANT, Y2" MIN. BARRIER 02 E)R,41N,4CsE FLANE (UJfR5 (ol" FEL 4 6PACE� FROM DRIP STICKER DRIP (o LA*l`R :#]/ STUCCO WfRAf=) WOOD WRIB LAYER #1, FACE TO TREX CONSTRUCTION STUCCO WRAP EDGE TO li 4 STICK DECK I X2'x3 " 'l FLASHING WfR5 LA"rEfR :#2 (FORTIF15ER 3/4" HAT CHANNEL FULLY EMBE W/r,/all TYPE llxl DRYWALL WRB, LAYER 02, �:ORTIF1115ER BUILDING PAPER y4" GAP FOR BACKER IN ROOF CB ADDED 5UILDING f=Af=EfR) I ROD 4 SEALANT IY X 3" 2(o GA. GALV. I Y2"XI 3/4" P.T. OR SIMULATED METAL DRIP EDGE WOOD (TREX) FILLER, t-IETAL L74TH X—X—X—x Y4' GAP FOR BACKER SET IN FULL BED OF WOOD SHEATHING MA -M CONTINUOUS VINYL CiASING BEAD 4 THICK, 3 COAT CEMENT % SEALANT, V MIN. ROD 4 SEALANT PLASTER J" ' ' . . ' W"Ra LAYER *I WATER PROOFING let WEATHER RESISTIVE SPACE FROM DRIP STUCCO LAYER (2 LAYER REEL BARRIER 01 FACE TO TREX WEATHER RESISTIVE STUCCO WRAP IJ A' BARRIER 01 STICK) WRAPPED FROM VINYL CASING BEAD THICK, 3 COAT CEMENT— BALCONY DECK TO WEATHER RESISTIVE A ... COMPON"S PULLOP BARRIER #2 WEATHER RESISTIVE All FOR CLARITY 5A 11 .17 PLASTER CANTILEVER I...i. 11 11 RRIER 02 UJ00D 5HEATHIN(:� F/77/77/77/ AMe>(o-WFWC-1ao CUSTOM C WATER PROOFING let---/ i iii FEEL 4 STICK i LAYER (2 LAYER FEEL EXTERIOR COLUMN DECK MEMBRANE, ... COMPONIENT6 FULLEP WIR5 LAYER *l DRIP EDGE TO DECK 4 STICK) APART " CLARITY COLUMN SHEATHING EXTEND OVER DRIP BU5 FLOOR STUCCO WRAP 5E.Li=-A[)�4E,51VE i=L745�41N(:� EDGE 3' X 3" 2(a GA. GALV. REEL 4 STICK -----X�s bj� WR5 LAYER "ll FORTIF15ER 5 , METAL DRIP EDGE I X2'x3 'L' FLASH ING 4r, -k - - - --- - - - - - - - - - - 'FULLY EMBEDDED IN BUILDING PAPER F7F7 SET IN FULL BED OF BUB FLOOR----\ 11)�'l 3/4' P.T. OR SIMULATED 1SEALANT, �` MIN. ROOF CEMENT WOOD (TREX) FILLER, SPACE FROM DRIP I . .... GABLE END TRUSS ♦I X" X 3' 2(o GA. GALV. CONTINUOUS FACE TO TREX - --------- METAL DRIP EDGE �>-VINYL CASING BEAD SET IN FULL BED OF V ATE Yw GAP FOR 5,�!NCKERZ -ADHEREING SELF I Y2'i P.T. OR SIMULATE ROD 4 SEALANT WATER PROOFING 1st BARRIER 01 BE All.- ANT, )J' M IN. #1, FLASHING WRAPPED WOOD (TREX) FILLER, 11 WR5 LAYERFINISH LAYER (2 LAYER LAYER (2 LAYER FEEL 4 BRACE FROM DRIP 3/4 RESILIENT CORNER OF CANTILEVER CONTINUOUS WEATHER RESISTIVE STUCCO WRAP REEL 4 STICK) STICK) WRAPPED FROM To -I HAT CHANNEL BARRIER 02 AMICO AM(o(o-WFWC-1a0 MIN. 3/4 RESILIENT BALCONY DECK TO Y4" GAP FOR BACKER VINYL CASING BEAD 1,510 "�AMICQ,4M&(2-UFWr---la0 Irr HAT CHANNEL CANTILEVER ROD 4 SEALANT VINYL CASING BEAD CUSTOM CASING BEAD WATER PROOFING Ist I (W/OPT. WEEPS) CUSTOM CASING BEAD VINYL CASING 5B,4P---\ THICK, 3 COAT CEMENT MODIFIED SO I LAYER (2 LAYER PEEL 4 THICK, 3 COAT r-r=mr=N-r DO NOT CAULK OR I PLASTER STICK) WRAPPED FROM PLASTER METAL LATH 3/4 RESILIENT I SEAL GAP WOOD SHEATHING HAT CHANNEL BALCONY DECK TO r,/a" TYPE 'X" DRYWALL METAL LATH FVa' TYPE "X" DRYWALLWEATHER RESISTIVE VINYL. CASING 5EAP--\ I CANTILEVER W/TEXTURED 4 PAINTED WOOD SHEATHING W/TEXTURED 4 PAINTED I BARRIER 01 THICK, 3 COAT CEMENT FINISH FINISH WEATHER RESISTIVE 1—HOUR CASING i, THICK, 3 COAT CEMENT BARRIER 02 PLASTER THICK, -3 COAT CEMENT (2) 2xI2 HEADER VINYL SOLID WIDE -FLANGE 5/511 TYPE llXll DRYWALL I METAL LATH PLASTER 10ABEAD DTL.@) CANT.- PLASTER CASING BEAD W/TEXTURED 4 PAINTED I WOOD SHEATHING SCALE: 1 l/2"=I'-0" VINYL CORNER BEAD. DO NOT CAULK OR FINISH VINYL CORNER BEAD VINYL SOLID WIPE -FLANGE SEAL GAP J" THICK, 3 COAT CEMENT VINYL SOLID WIDE -FLANGE CASING BEAD VINYL CASING BEAD PLASTER CASING BEAD DO NOT CAULK OR DO NOT CAULK OR VINYL CASING BEAD I—HOUR BALCONY DRIP VINYL CORNER BEAD SEAL GAP SEAL GAP 11A EDGE INSTALLATION VINYL CASING BEAD 1— HOUR DRIP EDGE 1—HOUR BALCONY DRIP 11C INSTALLATION (-6) GABLE 11B EDGE INSTALLATION @) COLUMN SCALE: NTS WOOD SHEATHING 2x FRAC LING 1-1EI-15ER clMu WRB LAYER 01, THICK, 3 COAT C-Et-IENT STUCCO WRAF PLASTER WOCC) SHEATHING WR5 LAYER 02, FOR IFI5ER 2 1/2 5U[Lr,)ING PAPER WR5 L,4-T-r=p, #i,2 1/2 CORNER 5E,41 CORNER aE,41D 7 '7 II O.C.) METAL LATH STUCCO WRAP FA5TENEj::) To 5HEATHING (R46TENER 4 5FACINGe r. -ill O.G. MAX II THICK, 3 COAT CEMENT WR5 LAiER 112, FORTIF15r=R bL > PLASTERy. 5UILD INCz PAPER li "SELF- ADHERING I METAL LATH FL,45H ING / f (EXPLODED II THICX, 3 GOAT cr=mr=NT WR5 L,4'*,rEfR *11, STUCCO WRAP VIEW FOR FIL,45TER CLARITY) DRIP CAP WOOD 5HEATkING F/la" THICK, 3 COAT CEMENT FL46TERAFFILIED METAL LATH DIRECTLY TO M46ONRY WINDOW FLANGE WR5 LA*l' #2, FORTIF15ER WReLAYER -01, BUILDING PAPER STUCCJ WRAF WR15 LAYER 02, FORTIF15ER BUILDING PAPER Cc' FAME CO-Fl."NER" 'I----')EAD Ca) Tr--3Lu'-`CK- Cr"'NER BEAL., 14 13 4 A METAL LATH t4 J" THICK, 3 COAT CEMENT PLASTER (o "SELF -,ADHERING FLASH INCL DRIP C14F WINDOW FLANGE 15B CASING BEAD Cab WINDOW (]FRAME, NO BAND Design Gupinc.. 1441 N. RONALD REAGAN BLVD. N BLVD, LONGWOOD, FL 32750J PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroupi.com AA #: 0003325 SUIBIDIV. & TUSCA PLACE NORTH LOT #30 PROJECT# 2108.009 MODEL: ))2720)) GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS (ARCHITECT - STATE OF FLORID PRINT DATE: 04/25/12 SCALE: 1/4)$=V-0)) SHEET WA3 o 5 N w rn SUIBIDIV. & TUSCA PLACE NORTH LOT #30 PROJECT# 2108.009 MODEL: ))2720)) GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS (ARCHITECT - STATE OF FLORID PRINT DATE: 04/25/12 SCALE: 1/4)$=V-0)) SHEET WA3 o 5 W44D SHEATHING )/4'G,41= T`rrP° THICK, 3 COAT CEMENT CASING 5E,a,p PLASTER THICK, 3 COAT CEMENT WR5 LAYER *1 ;,, 1X TRIM NEMC E TO TRIM METAL L,4TH SEALANT PLASTER STUGGa WR�4P 6 STUCCO TO METAL LATH WOOD S1-IEATHINC SIDING TRANSITION WR5 L,4YER *2, FORTIFISER BUILDING PAVER IUP,I:3 LAYER *12, F4RTIF15ER 5UILWOOD SHEATHING ' �• '• •:•` :. '4 • :a ' ' °. . DING PAPER' — II I7�+�� 7{+�+�- 1 ,;•r I I W/ I r 5 L:* A Y E I '�. # I .. Y .. •i..�.... o a a ,y •w. .' 1• .. A .. a }::.r. L .;:y,�.�,• rti, ' • ° ° ` +ice I I I STUCCO U,1�',4 � =' :.. •;,•• .,,.. -_ r.,:. ..,'. ;;1,; �`�; .a • .a. •... .�. METAL LATH . r WINDOW FRAME I I U,JR LAYER #2 FORTIFICER WR5 LAYER 02, FORTIFICER ;.> " THICK, 3 COAT CEMENT ,f{� I , PL,46TER 5U f LD f NG =A~EfR U)RB L,4YER *1, wR3 LArEr *1, 5UILDING PAPER STUCCO IURAF' STUCCO WRAI= "SELF-ADHERING `� I ME FLASHING TAL LATH E-Z3EAD VINYL CASING r�` _ ~ CASING 3EAD (LU/3/a" FLEX15LE PVC BACKER ROD) ,. VINYAL ANGLED THICK, 3 COAT CEMENT — — — :'"` 1 VIEW FOR PLASTER(0" SELF -ADHERE ING CASING LEAD I FLASHING OR PEEL 4 STICK y -rt CLARITY) _ SIDING TO STUCCO WRC LAYER *1, STUCCO WRAP, �a �r WRAPPED AROUND FRAM INC - DMP CAP `` _ CASING BEAD MEMCER WINDOW FLANGE \� WRC LAYER *1, :' `` 8 (CROSS SECTION) � SELF ADHESIVE FLAS�-IIN G \ STUCCO WRAP WOOD SHEATHING \ VINYAL ANGLED \ 2X FRAMING CASING LEAD MEMCER \ , , • WOOD CONSTRUCTION BEYOND DETAIL BELOW EXPLODED � i LURE$ LAYER *2, FORTfFfBER eU ILD INC PAPER t':. I 1 WOOD °��-IEAT�-IINra FOR CLARITY \ WEATHER RESISTIVE i METAL LATH \ATH BARRIER +'1 — a' : M ;.' rl 8 WEATHER RRIER 'N2 RE318TIvE " THICK, 3 GOAT GEMENT LAP SIDING ' � ; \ PLASTER FLASHINGDI-IERINCa 6' SELF -ADHERING � � THICK, 3 COAT GEMENT �Ca "SELF—ADHERING / FLASHING -q WEATHER RESISTIVE 1/4 GAP TYP 5ARRIER *1 PLASTER I CASING LEAD FLASHING ..� •". ;:;. •;l / STARTER STRIP ' \ WEATHER RESISTIVE BD BARRIER 02 SEALANT TO WINOW METAL LATH DO NOT CAULK OR b FLASHING6'SELF-ADHERING DRIP CAP I SEAL OPENING ` \ GALv'D METAL GALv'D METAL `Z' FLASHING WR5 LAYER #2, FORTIP15ER WINDOW FLANGE 'r' FLASHING ` DO NOT CAULK OR CUILDING PAPER I Y4' X 6" SIMULATED t SEAL OPENING WINDOW FRAME CASING BEAD Cab WINDOW WOOD TRIM MEMBER ..4 -- .� WOOD SHEATHING .STUCCO CASING SEADCFRAME, /BAND� O ~ 1Y' X (o` SIMULATED15C .. . ••�. ,•,, .. '. •.r ;a a.: .a. WOOD TRIM MEMBER • .. ".• ' . .,a'°a . SEAL GAP W/CAULKING d• a•' '" a a'•• �'- OR APPROVED SEALANT STUCCO CASING IEAP WRC LA'S'ER *1, SIDING TO ' STUCCO STUCCO WRAP C) BLOCK TO FRAME WOOD SHEATH INC TRANS ITIO N 1 WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE METAL LATH E -z BEAD VINYL CASING 2X FRAM ING (W/3/a" FLEX ISLE PVC BACKER ROD) MEMBER *APPLY FULL CED OF SEALANT CETWEEN STUCCO WRAP >< UJ00D &Hr=ATHlNGz FLANGE 4 5UILDINC� WRAP BUILDING WfR5 L,4 r'ER 1*2, FORTIFI5ERWRAP-� CU I L D I NG PAPE IRWOOD CONSTRUCTION I ui fR L A Y E I R #, / SEiOND FLASHING SELF -ADHERING WOOD SHEATHING ! THICK, 3 COAT CEMENT >I I I��,�' WEATHER RESISTIVE !i WEATHER S I - I STIVE BARRIER *1 �,r� i r BARRIER "I TO OI LAP PLASTER WEATHER RESISTIVE ! / / \ O MIN. ABOVE TOP � � BEAD � < . 1=3ARRIER '"2 � ! OF "Z' 1=LASHINGCASING-7 •.>X II I IJ�JR L A� *2 F0I `T I F I Zi6 REVEAL P SIDING WEATHER RESISTIVE 01VINYL ANGLED F ASHING ADHERING � I � �EA HIER RESISTIVE CASING 5EAD BARRIER "2 E T A L LATH STARTER STRIP VINYL GASING LEAD :` ,' ~ II O NOT CAULK o 1 ~ zAF� s1�1N METAL _J D L R t r� /-� I SEAL OPENING - DO NOT CAULK OR �i II I H 1 CK, 3 COAD" C�M� I �l� l SEAL OPENING �E t�LODED CaALv'D METAL �, WEATHER RESISTIVE L E (1—T N VIEW FOR PLASTER Z FLASHING BARRIER *1 TO LAP C LAR I T T� WOOD T RIM MEMSER III O MIN. ABOVE TOP OF z FLASHING DRAINAGE PLANE (UJRC E -Z BEAD VINYL CASING 1Y' X �' SIMULATED LAYER #t, STUCCO UJRAP� CW/34' FLEXIBLE Pvc ,i \ / I WOOD TRIM MEMBER (a' SELF-ADPERING i i FLASHING SELF -ADHERING WR5 LAYER 112 2 CFORTIFI�ER ...... ... _ . FLASHING ; •. ! Ys' THICK 3 COAT;..•,� ! SEAL GAP W/CAULKING 51JILDING PAFER) CEMENT �'LASTER OR APPROVED SEALANT WEATHER RESISTIVE WEATHER RESISTIVE BARRIER *1 BARRIER *1 METAL LATH x x x x CASING B E A D A I S E D WEATHER RESISTIVE E -Z BEAD VINYL CASING BARRIER 02 (WAW FLEXIBLE PVC BACKER ROD) JE3AND (FTRZAME) S ID'ING TO STUCCO WEATHER RESISTIVE WOOD S+�EAT�I f NCS � FRAME TO FRAME IAB SELF-ADHESIVE FL,46HING A R C H I T E C T$ 4 Design Group, nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SIVBDIV. & iAT: TUSCA PLACE NORTH LOT X30 PFl0JECT# 2108.000 MODEL: "2720" GATtAGE SWING: LEFT PACE: WALL .ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA DATt: 04/25/12 SCALE: 1/4"=1'-0" :SHEET =All III ml I LU �D d z � u 4 SIVBDIV. & iAT: TUSCA PLACE NORTH LOT X30 PFl0JECT# 2108.000 MODEL: "2720" GATtAGE SWING: LEFT PACE: WALL .ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA DATt: 04/25/12 SCALE: 1/4"=1'-0" :SHEET =All III ml I CUT HOUSEWRAF AT 45° ANGLE MODIFIED "I" CU" IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOL OVER SHEATHING WD STUD WALL INSTALL (o" SELF-ADHE FLASHING C NAILING FL, JAMB5 EXTEND FL I" BELOW 5 FLEXIBLE F DO NOT $E FIN EMPORARILY OLD -UP 4 SEC IOUSEWRAP (01 LICK FLAP UND t HEAD FOLD HOUSEWf IN AT JAMBS 8 SLOPE SILL R. INSTALL &" SELF-ADHE FLASHING C VINYL HEA[ FLASHING ( DAMS) NAIL FLANGE EXTEND SELF-ADHE FLASHING I' BEYOND J,, FLASHING INSTALL Vlh CAP ALIGN FLASHING WI INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP A5 T1 - FLASHING AT THE FOLD HOUSE DOWN 4 TAPI DIAGONAL C ACROSS HE> WINDOW %PPLY %" NOM. :ONTINUOUS BEAD 7F SEALANT AT IAMBS AND HEAD or %PPLY TO BACK OF JINDOW NAILING !LANGE IN LINE W/ 'RE -PUNCHED 40LE5 OR SLOTS. JIDE ADHESIVE - °XIBLE FLASHING ,VER DRIP CAP "ECTO-WRAP EQu I V) WINDOW FLASHING INSTALLATION DETAILS FULL W'17--\31 A --LF--)) &CAL : NT& STEP 4 INSTALL WINDOW PLUMB, LEVEL AND SQUARE PE MANUFACTURERa WRITTEN INSTRUCTIONS —APPLY MEMBRANE FLASHING OVER JOINT NOTE: 1. IT 15 THE CONTACTORS RESPONS15ILTY TO VERIFY THE COMPATI51LITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 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 14ND SEAL JAMS TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: 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 ARCHITECTS Design Grou p inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774078 www.a bdesigngrou p. com Ikb AA #: 0003325 SUBDIV. & 11011%.TUSCA PLACE NORTH LOT X30 PROJECT# 2108.009 MODEL: "2'720" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING ARCHITECT STATE OF FLORIQA DA : 04/25/12 SCALE:1/4"=l'—O" SHEET WA ail51 - W W W 4 n � o � 0 q U w 0, h � q � SUBDIV. & 11011%.TUSCA PLACE NORTH LOT X30 PROJECT# 2108.009 MODEL: "2'720" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING ARCHITECT STATE OF FLORIQA DA : 04/25/12 SCALE:1/4"=l'—O" SHEET WA ail51 -