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2244 Tulip Valley Pt 12-2170 (a)� 9 6�, `_11L FOR: rwrw"w,o CL,[-[ tu'l bvrL. COm CB C-1— 252212 5850 T. Q. LEE BLVD. SUITE 600 ORLANDO, FL 32822 Ts4 (407) 850-5200 Faw(407)850-5300 ABV. • STATE OF FLORIDA DESIGN CRITERIA: C1 -COVER PAGE REVISIONS CERTIFIED BUILDING CONTRACTOR: *FLORIDA BUILDING CODE (FBC) 2010 RESIDENTIAL ABV. 1 -FOUNDATION •2010 FLORIDA FIRE PREVENTION CODE ADJ. DESCRIPTION • NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION ALT. P. D.R. HORTON HOMES • ALL LOCAL AND STATE CODES BD CL 1C -WIND LOAD CALCULATIONS PG 5850 T.G. LEE BLVD. SUITE 600 LUM, M.C. MFR. CAB. 1 5/4/11 CLC. ORLANDO, FL, 32822 Q C LR. TEL (407) 850-5200 .00CUPANCY — RESIDENTIAL, GROUP R3 CONC. 'C" FAX: (407) 850-5300 •CONSTRUCTION TYPE — VB D. 5/12/11 • MIN. INTERIOR FINISH — CLASS B DBL. D.G. FLOOR FRAMING PLAN ELEVATION "A" • BASIC WIND SPEED — Vult=140 MPH DIA. DIM. FLOOR FRAMING PLAN ELEVATION "A" Vasd=108 MPH DISP. MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE • 1—STORY RESIDENCE — DP. ADD ACCU5FAN TRUSS ENGINEERING. ELEVATION "S 4 • STATE OF FLORIDA • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES DTi PROFESSIONAL ARCHITECT: D.W. EA. SPECIFIC PARAMETERS FROM FBC 2010 CH. 3 P.B. PH. USED FOR DESIGN INCLUDE: ELEV. JAMES CANTWELL • CONCRETE MASONRY RESIDENTIAL EXH. AR N 0 . 12079 • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. F.G./FX . DETAILS • AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-10 F.G. A.B. DESIGN GROUP, INC. PG FIN. FLR. SQ.FT. CALC. S 1441 NORTH RONALD REAGAN BLVD. FLUOR. FR. DR. PR. P.T. LONGWOOD, FLORIDA 32750LIVING (IST.) 1045 5Q. FT. FTG. GA. Tel: (407) 774-6078 LIVING �2NI7.� 1450 5Q. FT. GAR. DISP. Fax: (407) 774-4078 RISER RADIUS RETURN AIR GRILL G.F.I. 12/28/11 TOTAL LIVING 24'38 5Q. Ft. GL. GYP. BD. DOOR DOWNSPOUT GARAGE 44ro SQ. FT. PATIO 35 60. FT, ELEV. "A" 2 r 50. FT, ENTRY 1=LEv. "5' $ 'C" 12 60. FT. H.B. H.C. HGT.ORHT INT. PLAN REVIEW DATE CHECKED BY:ENTRY DETAIL DISHWASHER R.O. S.C. ROUGH OPENING SOLID CORE EXT DR TOTAL ELEV. "A" 3005 50. FT. 01/10/12 ADDED COLUMN DETAILS TO SHEET 4A, 45, 4C TOTAL ELEV. "E3" 4 "C" 3051 SQ. Ft, 4I=1=LIED UJALL�456r="15L`T- DETA1L5 TO FLAN ABBREVIATIONS PG C1 -COVER PAGE REVISIONS GN -GENERAL NOTES PG 1 -FOUNDATION REV. DATE DESCRIPTION PLAN ABOVE LAV. LAVATORY PG 1C -WIND LOAD CALCULATIONS PG AIR CONDITIONING ADJUSTABLE ALTERNATE LUM, M.C. MFR. LUMINOUS MEDICINE CABINET MANUFACTURER 1 5/4/11 REVISED SLIDING GLA55 DOOR t0 &066 4A -FRONT Q E,/9/11 CONTROL DATE & RIGHT ELEVATION A AMPERAGE BOARD MIN. M.T. MINIMUM METAL THRESHOLD PG 5/12/11 STANDARDIZED SOUTHERN ENGINEERING 6A -FIRST FLOOR FRAMING PLAN ELEVATION "A" PG ADD SOUTHERN TRUSS ENGINEERING. FLOOR FRAMING PLAN ELEVATION "A" CENTER LINE CABINET CEILING CLEAR CONCRETE MTD. MTL. N.T.S. O.C. PL MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE Q ADD ACCU5FAN TRUSS ENGINEERING. ELEVATION "S 4 C" PG fc+/I-1/1I ADD ACCUSFAN TRU55 ENGINEERING. ELEVATION "S 4 C" CARPET CERAMIC TILE P.B. PH. PUSH BUTTON PHONE Q r, /29/11 ADD ACCUSFAN TRU55 ENGINEERING. ELEVATION "A,F 4 C" DRYER DOUBLE PLT. PLYWD. PLATE PLYWOOD DETAILS P�-1/18/11 ADD F'ROk UILD TRU55 ENGINEERING. ELEVATION 'A,5 4 C" PG 0-1/21/11 " ADD CCA TRUSS ENGINEERING. ELEVATION A WA3—WALL ASSEMBLY DETAILS DUAL GLAZED DIAMETER PR. P.T. PAIR" PRESSURE TREATED ® 12/22/11 STANDARDIZED HVAC LAYOUT DIMENSION DISPOSAL DEEP R. RAD. R.A.G. RISER RADIUS RETURN AIR GRILL Q 12/28/11 ADD GCA TRU55 ENGINEERING. ELEVATION "e" 4 "C" (] DOOR DOWNSPOUT REF. RM. REFRIGERATOR ROOM O 01/04/12 STANDARDIZED HVAC LAYOUT DETAIL DISHWASHER R.O. S.C. ROUGH OPENING SOLID CORE EXT DR 0 01/10/12 ADDED COLUMN DETAILS TO SHEET 4A, 45, 4C x1/18/12 4I=1=LIED UJALL�456r="15L`T- DETA1L5 TO FLAN EACH ELEVATION S.D. S.H. SMOKE DETECTOR SINGLE HUNG 15 01/11/12 2010 F -5C UF'D.4TE EQUAL EXHAUST EXTERIOR FIXED GLASS SHT. SHTHG. SHWR. SIM. SHEET SHEATHING SHOWER SIMILAR 01/11/12 REI IVED YAC LAYOUT PES' RYAN t 1. FUEL GAS SL. SLIDING FINISH SL. GL. SLIDING GLASS FLOOR FLUORESCENT STD. SWS STANDARD SHEAR WALL <1 <1 to FRENCH DOOR SECTION lu z FOOTING TEMP. TEMPERED GLASS GAUGE GARBAGE DISPOSAL THK. T.O.C. THICK TOP OF CURB GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GLASS GYPSUM BOARD TYP. U.N.O. TYPICAL UNLESS NOTED w HOSE BIB HOLLOW CORE V.P. OTHERWISE VAPOR PROOF �D HEADER W. WASHER HEIGHT W/ WITH INSULATION WD. WOOD INTERIOR WDW. WINDOW W/H WATER HEATER q W.I. WROUGHT IRON INDEX OF DRAWINGS SHEET # DESCRIPTION PG C1 -COVER PAGE PG GN -GENERAL NOTES PG 1 -FOUNDATION PLAN PG 1A -DOWEL PLAN PG 113 -LINTEL SCHEDULE -(CAST -CRETE) PG 1C -WIND LOAD CALCULATIONS PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 4A -FRONT & REAR ELEVATION „ PG 5A -LEFT & RIGHT ELEVATION A PG 6A -FIRST FLOOR FRAMING PLAN ELEVATION "A" PG 5.1A -FRONT, REAR, LEFT & RIGHT ELEVATION "A" PG 6A -FIRST FLOOR FRAMING PLAN ELEVATION "A" PG 7A—SECOND FLOOR FRAMING PLAN ELEVATION "A" PG 8—ELECTRICAL PLAN PG 9—ELECTRICAL PLAN PG 10 -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 A R C N I T E C TS I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU133DIV. & LOT: TUSCA PLACE NORTH LOT #1008 P'RDJECT# 02108.008 MODEL: "2498" GARAGE SWING: RIGHT PAGE: COVER PAGE ARCHITECT: STATE OF FLORIDA m CANTWELL NO 12079 08/28/12 SCALM: 1/4p$=1$ -0p3 SHEET c IaF Ei Rol ./ 0 W � U W (] Lu y � Z F� <1 <1 to Q lu z z z w �D (' q � � SU133DIV. & LOT: TUSCA PLACE NORTH LOT #1008 P'RDJECT# 02108.008 MODEL: "2498" GARAGE SWING: RIGHT PAGE: COVER PAGE ARCHITECT: STATE OF FLORIDA m CANTWELL NO 12079 08/28/12 SCALM: 1/4p$=1$ -0p3 SHEET c IaF Ei Rol ./ 0 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, VASD=108 MPH II. EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 � ENCLOSED BUILDINGS ±0.18 V. RISK CATEGORY II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2010 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 140 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBG 2010 SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER 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 V 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. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN /2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL, PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03, MAXIMUM AGGREGATE SIZE SHALL BE 3/". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1-081ASCE 6-08, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF 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 C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN 1/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2010, SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3-0".R506.2.5(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE- A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/2' 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -1-07) E. APA - THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb = 1,500 PSI Fv = 175 PSI E = 1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2010 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS 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 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 112" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH'/" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2010 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2010 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, 2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 & ASTM -C1063-06. 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBC R302.7. A R C H IT E C TS Design Group,„. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE NORTH LOT #1008 PROJECT# 02108.008 MODEL. "2408" GARAGE SWING: RIGHT PAGE: GENERAL NOTES ARCHITECT - STATE OF FLORIDA DATE: 08/28/12 SCALE: 1/4"=V-0" SHEET -� C_ Tl N Ogc e-3 w U � w � w p N � �r �- Q Q z (D Z w ? w � u- 61 m �. ti SUBDIV. & LOT: TUSCA PLACE NORTH LOT #1008 PROJECT# 02108.008 MODEL. "2408" GARAGE SWING: RIGHT PAGE: GENERAL NOTES ARCHITECT - STATE OF FLORIDA DATE: 08/28/12 SCALE: 1/4"=V-0" SHEET -� C_ Tl N Ogc e-3 1K/�1_1/11 1 1 -01 1KJ1-1111 V-211 -2" 1'I'-411 4 D1 0 p1 u_. OW -� 1111 4" � S HB UI CONIC.F D1 =1= SLAB L—T — — — — --I .I in L 1� EXTEND m SLAB 11/2" O'_O" ELEV. p1 F -71 FIN. tONC. SLAB I z F�t � � I ��D zll �1I��' I■ I I Q I Ix1 0�� 13 D1 -2" 22'-011 07 R — -4- �� I I L L1 1 2B 13 ti. I I- p1 D1 cv P L — J BIN r2 I r%rl ^ I "L� I pl I II I II 3 - L I -51/2" in i(? m 2" STEEL I ■ `- � �1 30"X30"X12" CONC. ■ PAD W/3-05 BARB y I E.W. ON CHAIRS MIN. 311 COVER += L-31/2" �u' I Uo"x3blx1Ga" CONIC. PAD W/4 -'O5 BARS E.W. ON CHAIRS ■ MIN. 3" COVER ■ 24"x24"x12' CONC. 1 FTC -4. W/3 051/2 1/2 ° p1 RE5AR EA. WAY SLAB P1 L ON CHAIRS MIN, 3" COVER ■ ■ ■ 111-fG' r I -(o 18I -m 22'-0" 4ol-o' NOTE A/C LINES FROt'I AIR HANDLER KNIT TO CONC)EN50R TO 5E RAN IN ATTIC. M 24'x24"X12" CONC. PAD W/3 -'"5 BARS E.W. CON CHAIR) MIN. 3" COVER 121- III 141-K/' 31-511 IT DI DI W 411 rCONG. SLAB N I 1161-6" FND B 1 1/2" C D PATIO r 1 13 411 31/2" W ■ DI CONC. 4 !L� I36 "X3G� CONC. 5LA5 p1 O—w PAD W/4_* 5 BARS Q- E.W. ON CHAIRS b ■ I I MIN, 3 COVER r �n 24"x24"x1211 GONG. I -IB r FTC. W/3 *5 n IREBAR EA. WAY 71 ON CHAIR5 MIN. 3" COVER (2 TYP.) ELEVATION C A R C H I T E C T S Grousign p in�. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0008825 "x(o" 010 411 GONG, RE INF. W/ & WWM ON (o -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATEMENT ■ I SMALL BE BORA-CARE 13 ' 24'-511 9'110` 2411 x24 x1211 CONC. PAD W/3-#5 BARS E.W. ON CHAIRS MIN. 3" COVER 2B ■ 25 pl I pi w � Q 13 pi ■ 181 _ Q II Q U I O' -O" ELEV.. Z �c W ju z W FIN. CONC. SLAB m Q 7 13 EXTENp D1 SLAB 11/2 1� EXTEND m SLAB 11/2" O'_O" ELEV. p1 F -71 FIN. tONC. SLAB I z F�t � � I ��D zll �1I��' I■ I I Q I Ix1 0�� 13 D1 -2" 22'-011 07 R — -4- �� I I L L1 1 2B 13 ti. I I- p1 D1 cv P L — J BIN r2 I r%rl ^ I "L� I pl I II I II 3 - L I -51/2" in i(? m 2" STEEL I ■ `- � �1 30"X30"X12" CONC. ■ PAD W/3-05 BARB y I E.W. ON CHAIRS MIN. 311 COVER += L-31/2" �u' I Uo"x3blx1Ga" CONIC. PAD W/4 -'O5 BARS E.W. ON CHAIRS ■ MIN. 3" COVER ■ 24"x24"x12' CONC. 1 FTC -4. W/3 051/2 1/2 ° p1 RE5AR EA. WAY SLAB P1 L ON CHAIRS MIN, 3" COVER ■ ■ ■ 111-fG' r I -(o 18I -m 22'-0" 4ol-o' NOTE A/C LINES FROt'I AIR HANDLER KNIT TO CONC)EN50R TO 5E RAN IN ATTIC. M 24'x24"X12" CONC. PAD W/3 -'"5 BARS E.W. CON CHAIR) MIN. 3" COVER 121- III 141-K/' 31-511 IT DI DI W 411 rCONG. SLAB N I 1161-6" FND B 1 1/2" C D PATIO r 1 13 411 31/2" W ■ DI CONC. 4 !L� I36 "X3G� CONC. 5LA5 p1 O—w PAD W/4_* 5 BARS Q- E.W. ON CHAIRS b ■ I I MIN, 3 COVER r �n 24"x24"x1211 GONG. I -IB r FTC. W/3 *5 n IREBAR EA. WAY 71 ON CHAIR5 MIN. 3" COVER (2 TYP.) ELEVATION C A R C H I T E C T S Grousign p in�. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0008825 SUDDIv. & LOT: TUSCA PLACE NORTH LOT #1008 PP.OZECT# 02108.008 ]MODEL: )2498„ GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN ARCHITECT. STATE OF FLORIDA JA CANTWELL A NO 12079 FLI N T DATE: 08/28/12 .SCALE: 1/4"=1'-0" SHEET 1 OF -2 e_ Lu O � w w � Q � !�y q Q U Q c3) Z �c W ju z W � u Q Q 7 c' SUDDIv. & LOT: TUSCA PLACE NORTH LOT #1008 PP.OZECT# 02108.008 ]MODEL: )2498„ GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN ARCHITECT. STATE OF FLORIDA JA CANTWELL A NO 12079 FLI N T DATE: 08/28/12 .SCALE: 1/4"=1'-0" SHEET 1 OF -2 e_ 291-®° 121-4" L ` 71�I— N 6. ,,ELEVATION "B" &c A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 i w i � � tj- w c'� p � ci i � z �- � i (P c{1 = 10 m � N 6. ,,ELEVATION "B" &c A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 SUBDIV. & TUSCA PLACE NORTH LOT #1008 PROJECT# 02108.008 MODEL• "2498„ GARAGE SWING: RIGHT PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA 4-- DA ANTWELL CO 12079 8 28 12 SCALE: 1/4"=1'-0" SHEET A or e� w � O � w p � ci � z �- � (P 10 1 <c' SUBDIV. & TUSCA PLACE NORTH LOT #1008 PROJECT# 02108.008 MODEL• "2498„ GARAGE SWING: RIGHT PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA 4-- DA ANTWELL CO 12079 8 28 12 SCALE: 1/4"=1'-0" SHEET A or e� Idi R C N IT E C T 'do' Design ro u p i nG. L N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 vww.a bdesigngrou p.corr AA #: 0003325 SUBDIV. & LAT: TUSCA PLACE NORTH LOT #1008 PROJECT# 02108.008 m01> I-.- 2498" CIARACIE SWIN'G'S: RIGHT PAGE: LINTEL PLAN ARCHITECT - STATE OF FLORIDA JAMES A ELL AR 120 9 Dxtmv 08/28/12 SCALE: 1/4"=1'-0" SHEET IL"A olp2 ux F - Q Q c!7 W �] w p Z z Q QU W q c) (P z: SUBDIV. & LAT: TUSCA PLACE NORTH LOT #1008 PROJECT# 02108.008 m01> I-.- 2498" CIARACIE SWIN'G'S: RIGHT PAGE: LINTEL PLAN ARCHITECT - STATE OF FLORIDA JAMES A ELL AR 120 9 Dxtmv 08/28/12 SCALE: 1/4"=1'-0" SHEET IL"A olp2 PATIO 13 14 3050 -SH 3050 -SH 25 -SH &066 SGD 23 -SH EGRESS 4050 -SH EGRESS I I I I I I BEDROOMS LOFT DINING 0 I BEDROOM �2 _ KITCHEN OIO FAMILY I — ROOM � I II 4 -- _� r I I I NTH( r PWDR fi_ LAUN. ; I I `1? I I I I Fq., I I I � 12 <1 00� _� I I L_� M. BATH `" W.I.C. ° ° I °0— 0 LIVING I I Q ° L --- ° ° ROOM I �� BEDROOM 4 I 2—CAR GARAGE FOYER SI _J 065 DR MASTER 3h -5H I I _—YL 4050 -SN �;,`�, EGRESS w ENTRY O.H. DOOR ------------ — —.– 3050-3H 3050-5H EGRESS EGRESS FIRST FLOU" -SECOND FLOOR XIND LOAD L UL TI P_ _N COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS SQUARE WINDOW SIZE ZONE 140 MPH WIND REMARKS CALL #FOOTAGE AND TYPE I 112 GARAGE 5 DOOR 2 a0 30h8 PR 4 33.'I/-3fo.7 3 2rt 36 _SH 5 33.0/-42.rt .¢ 15 25 -SH �. 34.1/-3-1.0 5 15 25 -SH � 34.1/-37.0 15 3050 -SH 5 34.2/-45.1 rt 15 3050 -SH 5 34.2/-45.1 � a0 4050-sH �. 9 15 3050-51-1 5 3�.2/-45.1 10 a0 4050 -SH �. 33.-I/-3�ra.rt 11 15 350 -SH 5 34.2/-4a.1 2040 -SH 12 8 TEMP 4 35.3/-38.2 13 40 ro'-0" X ro'-$° 4 32.1/-35.0 S. G. D. 14 10 23 -SN �. 35.3/-38.2 BASIC WIND SPEED MPH = 140 INTERNAL PRESSURE COEFFICENT= t 0.18 BLDG CAT=II, EXP=B, MEAN ROOF HT.=17'-8" ANY OPENING LESS THAN 4'-0" FROM CORNER WILL BE A ZONE 5 CATEGORY NOTE: VALUES FOR COMPONENTS � CLADDING PRESSURE ARE i��4al=p ON THE Vu�m pESIC�N WIND SPEED. 1=�C 1609.L5 ALLOWS THESE PRESSURES TO BE MULTIPLIED 1:3Y 0.fo TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED 1:3Y PRODUCT ARCH I T E C TS Design Group,ne . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W � O � W N Z 73� � Q z u_ z � E" Oi N C14 N � M�4NUFAGTURERS. PATIO 13 14 3050 -SH 3050 -SH 25 -SH &066 SGD 23 -SH EGRESS 4050 -SH EGRESS I I I I I I BEDROOMS LOFT DINING 0 I BEDROOM �2 _ KITCHEN OIO FAMILY I — ROOM � I II 4 -- _� r I I I NTH( r PWDR fi_ LAUN. ; I I `1? I I I I Fq., I I I � 12 <1 00� _� I I L_� M. BATH `" W.I.C. ° ° I °0— 0 LIVING I I Q ° L --- ° ° ROOM I �� BEDROOM 4 I 2—CAR GARAGE FOYER SI _J 065 DR MASTER 3h -5H I I _—YL 4050 -SN �;,`�, EGRESS w ENTRY O.H. DOOR ------------ — —.– 3050-3H 3050-5H EGRESS EGRESS FIRST FLOU" -SECOND FLOOR XIND LOAD L UL TI P_ _N COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS SQUARE WINDOW SIZE ZONE 140 MPH WIND REMARKS CALL #FOOTAGE AND TYPE I 112 GARAGE 5 DOOR 2 a0 30h8 PR 4 33.'I/-3fo.7 3 2rt 36 _SH 5 33.0/-42.rt .¢ 15 25 -SH �. 34.1/-3-1.0 5 15 25 -SH � 34.1/-37.0 15 3050 -SH 5 34.2/-45.1 rt 15 3050 -SH 5 34.2/-45.1 � a0 4050-sH �. 9 15 3050-51-1 5 3�.2/-45.1 10 a0 4050 -SH �. 33.-I/-3�ra.rt 11 15 350 -SH 5 34.2/-4a.1 2040 -SH 12 8 TEMP 4 35.3/-38.2 13 40 ro'-0" X ro'-$° 4 32.1/-35.0 S. G. D. 14 10 23 -SN �. 35.3/-38.2 BASIC WIND SPEED MPH = 140 INTERNAL PRESSURE COEFFICENT= t 0.18 BLDG CAT=II, EXP=B, MEAN ROOF HT.=17'-8" ANY OPENING LESS THAN 4'-0" FROM CORNER WILL BE A ZONE 5 CATEGORY NOTE: VALUES FOR COMPONENTS � CLADDING PRESSURE ARE i��4al=p ON THE Vu�m pESIC�N WIND SPEED. 1=�C 1609.L5 ALLOWS THESE PRESSURES TO BE MULTIPLIED 1:3Y 0.fo TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED 1:3Y PRODUCT ARCH I T E C TS Design Group,ne . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W � O � W N Z 73� � Q z u_ z � E" Oi N C14 r r i 1 Sv13r,Iv. & DoT: TUSGA PLACE NORTH LOT #1G0B F"RC►JECT# 02108. 008 HC►DEL: "498" GARAGE SWING: RIGHT PAGE: WIND LOAD CALCULATIONS ARGHITEGT= STATE 4F FLORIDA AI 4 12079 PRIh1'T DA 08/28/12 SHEET N � r r i 1 Sv13r,Iv. & DoT: TUSGA PLACE NORTH LOT #1G0B F"RC►JECT# 02108. 008 HC►DEL: "498" GARAGE SWING: RIGHT PAGE: WIND LOAD CALCULATIONS ARGHITEGT= STATE 4F FLORIDA AI 4 12079 PRIh1'T DA 08/28/12 SHEET F XTERIOR MASONRY JALL 5RG. HEIGHTS LOAD BRG. UJALL ---------------- POST POST I C V ,E Y PATIO S'-8" GLG. I I lot 11 �� ONLY r,--�ELEVATION "B" & FIR'ST FLOOR PLAN NOTE: - DENS ARMOUR AT 5ATHROOIM'1S. - PREFA5 5-IOUJER5/TU155 TO BE 5ET IN TYPE 2 FOAM. A R C H I T E C T S Design Group,n�. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti 12 /4"=1'-0" SCALE: 1/4"=V SQ. FT. CALC .'S °g') LIVING (15T.) .LIVING (2ND.) 1 748 1450 50. FT. 50. FT. TOTAL LIVING GARAGE PATIO ENTRY ELEV. 'A' ENTRY ELEV. 'R" d "G" 2498 446 35 26 12 5Q. FT. 50. FT. 50. FT. 50. FT. 60. FT. F' TOTAL ELEV. "A" TOTAL ELEV. "R" 4 "G' 3005 3051 50. FT. 6Q. FT. Now F XTERIOR MASONRY JALL 5RG. HEIGHTS LOAD BRG. UJALL ---------------- POST POST I C V ,E Y PATIO S'-8" GLG. I I lot 11 �� ONLY r,--�ELEVATION "B" & FIR'ST FLOOR PLAN NOTE: - DENS ARMOUR AT 5ATHROOIM'1S. - PREFA5 5-IOUJER5/TU155 TO BE 5ET IN TYPE 2 FOAM. A R C H I T E C T S Design Group,n�. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti 12 /4"=1'-0" SCALE: 1/4"=V -0"l 12SHEET °g') w w F' O � w Lu p d Q z � w Z � LL (P e h SuBDIV. & LOM TUSCA PLACE 7 NORTH LOT #1008 P'RC>JECT# 02108.008 ]► ODEL■ "2498" GARAGE OWING: RIGHT PACE: FIRST FLOOR PLAN ARCHITECT STATE OF FLORIDA p 0 8 2 8 12 /4"=1'-0" SCALE: 1/4"=V -0"l 12SHEET °g') 401-011 11' -loll I�'-1°?'-121" 3215(Z�-5H 3m5�D-SH 4050-5H EGRE55 EGRESS BEDROOM #2 8' -O" GLC. BEDROOM Q LOFT �� r 01 co a' -O" GLCz. I o" ch m (] CD (k luo 11 11 4 F. 4-0 5F. 5 5H 42" LOW WALL W/ I(o ` 2-6 n 1R -ISH 2 -O WD ,4P 2x8 5F G3(ox(oo one 3-gIIII I 'A5GS_ GH4EW.55 , 4° 2�"x&0BATH 2 TUB/A'-Oil GL M G. LAV. I2 -a M. BAT pH= 1 2 x3o CIA ATTIC m a' -O' CLC.;. . o �qQ > -m '-4" - W.I.C.a �ml � I I a, -o' r ( i (GARPET) G. : o 0 BEDROOM #4 I �R-ls�i _ a' -O" GLG. A I 1_/�11 N S% 11 `` //��jj c0 I^ 31-411 4x(o — f=05T - 1R -15H MSTR a' -O" GLG. 42)5®-5H 4X6 ECzRE55 P05T 3'-4" r- r IN 32150-5H 3®50-5H EGRF=55 EGRESS (0'-3" 11'-9" 5' -KJ" 11' -Oil 5'-(0" 22'-011 401-011 -SEC"OND FLOOR PLAN NOTE I - I)EN5 ARMOUR AT 5,4THROOM5. - PREFA5 5HOWER5/TU55 TO 5E SET IN TYPE 2 FOAM. A R C H I T E C T S 4Design Groupine. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 TUSCA PLACE NORTH LOT #1008 PROJECT# 02108.008 MOIDE�: „2498„ GARAGE SWING: RIGHT PAGE: SECOND FLUOR PLAN ARCHITECT: STATE OF FLORIDA JAME CA ELL A 012079 DATA: 08/28/12 SCAT :1/4"—l'—O" SHEET 3 OF YV 0 (&C LUM DETAIL SCALE: 1/2" = 1'-0" lx& FASCIA 50,4RD W/ SOFFIT 5RG. HCS T. WIRELATH AND STUCCO HURRICANE STRAP. SEE FRAM ING PLAN STUCCO ON FOAM SAND STUCCO ON TAPERED 1=0AM (1) s REaAR CONTINUOUS FROM 'FOOTING STUCCO ON FOAM SAND 12' CMU CONCRETE SLA5 AT SCALE: 1/2"= I'-0" (I)-cov" PORCH 25'-3 1/2" 5LDG, HT. 64 IY 18'-0" 2ND. FLR. 5RG. HT. (0" RA15ED BAND (TYP.) 10'-0" 2ND. FIN. FLR- 6'-6" 5RG. HT. — 1 0'-O" FIN. FLR. _ ['�ll MRIN11 TEXTURED FINISH 14"X28" APDL I ED LOUVER OFF -RIDGE VENT OFF -RIDGE VENT 18'-0" 2ND. FLR, 5RCG, HT. e 1 r-- 101-01, 2ND. — — — FIN. FLR. 8'-S" 5RG. HT. j4— — — — �r Y r - CV Y 01-011 FIN. FLR. — — — 1REAR TEXTURED FINISH n DI 18'-0" 2ND. FLR. BRIG. HT. 101-01, 2ND. — — FIN. 'FLR. — — — — — OIL S'-8" 5RG. HT. c� NCONCRETE PAD 5A COLUMN SECTION SCALE: 1/2"= I'-0" (I)-cov" PORCH 25'-3 1/2" 5LDG, HT. 64 IY 18'-0" 2ND. FLR. 5RG. HT. (0" RA15ED BAND (TYP.) 10'-0" 2ND. FIN. FLR- 6'-6" 5RG. HT. — 1 0'-O" FIN. FLR. _ ['�ll MRIN11 TEXTURED FINISH 14"X28" APDL I ED LOUVER OFF -RIDGE VENT OFF -RIDGE VENT 18'-0" 2ND. FLR, 5RCG, HT. e 1 r-- 101-01, 2ND. — — — FIN. FLR. 8'-S" 5RG. HT. j4— — — — �r Y r - CV Y 01-011 FIN. FLR. — — — 1REAR TEXTURED FINISH n DI 18'-0" 2ND. FLR. BRIG. HT. 101-01, 2ND. — — FIN. 'FLR. — — — — — OIL S'-8" 5RG. HT. c� _I jammommAW, O' -O" FIN. FLR. STUCCO SAND 18'-0' 2ND. rzlh FLR. 5RG. HT. lh'xb0" APPL I E D SHUTTER (TYP) 10'-0" 2ND. FIN. FLR. S' -8" 5RG, HT. III OL m 0'-0" FIN. FLR. ARCH IT EC TS 4Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUDDIV. & LCAT: TUSCA PLACE NORTH LOT #1008 PROJIECT# 02108.008 MODRL: " /y 2498 G " ARAGE SWING: RICHT PACK: FRONT & REAR ELEVATION a� A" ARCHITECT STATE OF FLORIDA A CAELL NO 1 .79 DA'I 08/28/12 :SCALE: 1/4"=l'—O" SHEET 4 A ? LU p p O LUQ zCl W Z z N lu -A CL Z O w W m @ Q (P Gvv 4 4) SUDDIV. & LCAT: TUSCA PLACE NORTH LOT #1008 PROJIECT# 02108.008 MODRL: " /y 2498 G " ARAGE SWING: RICHT PACK: FRONT & REAR ELEVATION a� A" ARCHITECT STATE OF FLORIDA A CAELL NO 1 .79 DA'I 08/28/12 :SCALE: 1/4"=l'—O" SHEET 4 A C 0 V. PORCH RIGHT 51M. 2ND. FLR, BRG. HT. 10'-0" 2ND, FIN. FLR. 5RG, NT. 0'-V FIN. FLR. RdGHT E1LEVATION TEXTURED FIN15H 18'-o' 2ND. FLR. BRCS. IST. OL I0'-0' 2ND. If FIN. FLR, OS'-8' BRCS. NT. 0'-0' FIN, FLR. LE1FT EL1EVATION A R C H I T E C T S 4Design Groupine. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SvBDIV. & LAT: TUSCA PLACE NORTH LOT #1008 PROJECT# 02108.008 MODMI . „2408" GARAGE E S WINGF: RIGHT PAGE: LEFT & RIGHT ELEVATION �a A" ARCHITECT STATE OF FLORIDA y; 2 D Cte-. 08/28/12 SCALE: 1/4"=l' -O" SHEET 5 A°g2` � w � W WUl 0 w Lu CL m (P cv �1' tQ SvBDIV. & LAT: TUSCA PLACE NORTH LOT #1008 PROJECT# 02108.008 MODMI . „2408" GARAGE E S WINGF: RIGHT PAGE: LEFT & RIGHT ELEVATION �a A" ARCHITECT STATE OF FLORIDA y; 2 D Cte-. 08/28/12 SCALE: 1/4"=l' -O" SHEET 5 A°g2` TYP GMj FRONT ELEVATION TEXTURED FINISH -&" BUTTERFLY METAL LATH -s WINDOW CORNER5 TEXTURED FIN15H —6" BUTTERFLY METAL LATH 6 WINC)OW CORNERS 5 5HEATHING TO L,4P FR,4ME TO GABLE CONNECTION 12" MIN 14� WA TYP. TYP. Sr Ew'41 TYP. RIGTHT E TEXTURED FINISH -(o" BUTTERFLY METAL L,4TH a WINDOW CORNERS LEFT ELEVAT10"N TEXTURED FINISH ®-&" BUTTERFLY METAL LATH - WINDOW CORNERS ARCH ITEC,TS Design Group ire. 1441 N. RONALD REAGAN BLVD. 'LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 TUSCA PLACE NORTH LOT #1008 Pl%oJECT# 02108.008 moDzz7 - „2408" G AP.&G E OWING: RIGHT PAGE: WALL ASSEMBLY ELEVATION >> A') ARCHITECT STATE OF FLORIDA PRINT DATE: 08/28/12 SCALA: 1 /4"=1' - 0" SHEET 4 A. 1 0 r'2::: �l '�� -3 40 Ica ul Q) t1iUJ p O Q w N <C Z �C W p W ti (P R! n cv "V' ►(1 TUSCA PLACE NORTH LOT #1008 Pl%oJECT# 02108.008 moDzz7 - „2408" G AP.&G E OWING: RIGHT PAGE: WALL ASSEMBLY ELEVATION >> A') ARCHITECT STATE OF FLORIDA PRINT DATE: 08/28/12 SCALA: 1 /4"=1' - 0" SHEET 4 A. 1 0 r'2::: �l '�� -3 40 HEADER SPAN CHART (Simpon) or (U.5p) CONNECTOR SCHEDULE SINGLE SIMPSON © THDH211 (C� HGUS20-2 DES. UPLIFT GRAVITY FASTNER >- META -16 11 (1) 10d x 1 1/2 1 -PLY/ (b) 1bd 2 -PLY m Z Q (2) META -16 1985 1900 (10) 10d x 1 1/2 1 -PLY (14) 164 2 -PLY (A HETA-16 1810 (9) 10d x 1 1/2 I -PLY/ (8) Ibd 2 -PLY' SIZE HETA-20 1810 (9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY' DSL 2 DSL 2 DSL 2 DSL 2 (2) HETA-20 2035 (10) 10d x 1 1/2 I -PLY 2500 (12) 164 2 -PLY MOT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MM. 12' EMBED), (22) 104 TO WOOD HGT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMMED), (16) 10d TO WOOD HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN.. 12' EMBED), (16) 10d TO WOOD W LTAI 1420 (12) 11 x 1-1/2' VGT 4940 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMCtiEDJ, (I6) 6D6 1/4' X 3' TO WOOL? a N (2)YOTl2•PLY13-I'IY) '1185/8890 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMI3EI71, (32) Stag 1/4' X 3' TO WOOL= MTS -12 1000 (14) loci x 1 U2 �R, �i q HTS -lb 1150 (16) 10d x 1 1/2 z 111 w HTS -20 1460 (24) 10d x 1 1/2 HDUB-5D823 1810 (20) SITS 11 1/2', 1/8" PIA. AJ5. (112" 11 (P LSTA-12 ++ 925 00) lOd r- LSTA-16 4+ 1295 (14) 10d V) MSTA-18 ++ 1315 (14) 104 Q MSTA-24 ++ 1640 (18J 10d M MSTA-30 2050 (22) 10d (A MSTA-36 ++ 2050 06) loci MSTI-36 588)0 (36) 104d x 1 1/2 MSTI-48 5065 (48) 104 x 1 1/2 H6 950 (8) 8d TO PLATES, (8) Sd TO STUDS SpA 885 (b) 10d x 1 1/2' TO STUDS A33 150 (4) 10d TO IBEAM, (4) 10d TO POST. HCP2 645 (6) 10d x 1-0" H10 995 (16) 8e1 x 1-1/2 ABU 44 2200 6665 (1) 5/a'A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (12) 16d TO WOOD (A ABU 66 2300 12000 (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY, (MIN. l' EM5ED.) IN GONG., (12.M6d TO WOOD M LTT19 +++ 1340 11) 3/4"A.T.R. IN HI(aH STRENGTH EPDXY IMIN. 1' EM6EDJ IN CONC., (8)10d TO WOOD = LTT20B +++ 1625 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. OA' BOLT TO WOOD U 3610 (I) 5/8' AT.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONIC. (18) 10d x 11/2' TO WOOD Z HTT4 4235 4350 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC. (18) 164 x 2 1/2' TO WOOD (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMMED.) IN CONIC. (26) 104 x 1 1/2' TO WOOD HTTS 4610 5090 (1) S/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EM5ED.) IN CONC. (26) 104 TO WOOD (1) 5/61 A x 2 112' TO WOOD WWPQII-SDS 2.5+ 11,445 I) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMI3EI?J IN CONIC, (24)SPS .t" x *WOOD &CRE 440113 6480 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN GONG, W%, STUD BOLTS TO WOOD MII 336/1125 3415 5330 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, IMIN. 4.116' EM15EPMENT) IN C.M.U. TOP, 11) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (16)10d TO MAM (A W MC°,HA 5.50/11.25 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. (P.15' EMBEDMENT) IN C,MIU, TOP, (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.16' EMBEDMENT) IN CM.U. FACE, (18)104 TO BEAM Z C210-5 (WOOD 1810 31W MI 18-1/4'x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD Z HUC410 (CMU) 1810 FHUG Dom 18-1/4' x 2-3/4' TITEN ( 8 PER FLANGE) TO CMU (10) 104 TO WOOD 210-3 1810 14000 111 x 2-3/4' TITEN TO CMU ( 10) 104 TO WOOD HIGH STRENGTH EPDXY ■ SIMP60N 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN 5E SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W t- +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5OND5EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL 5E7' 0 A.T.R. = A-301 ALL THREAP 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 5E REOPONS15LE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHORS WILL II 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-20111, 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-6145-2012. MIN HEADER SPAN CHART (2) 2x12 SM. Px �- �- Ca 1 I Pl _ I X v i X cv ctn = — �a I ci�tn� a Ca siniiiiniii — — — — — — rol CX4 I PI hall_al II II II II II II II II II II II II w n cv cv ry cv I cv cv Ili Ili Ili Ili Ili Ili Ili i i i i i LL II 1 i J16 64ow-SUACKI � 10- &r, MIX I III I I I I I I I I I-4,4NC-4ERIS I c E5E u5 =-� (Simpon) or (U.5p) Q HU826 SINGLE STORY APPLICATION © THDH211 (C� HGUS20-2 (C: THDH20-2 SIZE Q THD46 CLEAR SPAN DSL 2 DSL 2 2 DBL 2 x 6 x S x 10-11-011TO x 12 UP TO 5'-4" S'-4" TO 1'-011 -11-011DSL 1011-0" 10'-0" AND OVER TUUC? 5TOR`1' ,4F FL I C,4T I0N DOUJN 5T,41 R5 3 NUMBER OF FULL LENGTH STUDS SIZE CLEAR SPAN DSL 2 DSL 2 DSL 2 DSL 2 x 6 x 8 x 10 x 12 UP TO 5'-0" S'-0" TO 6'-411 111 TO 511-011 8'-0" AND OVER (2) 2x12 SM. Px �- �- Ca 1 I Pl _ I X v i X cv ctn = — �a I ci�tn� a Ca siniiiiniii — — — — — — rol CX4 I PI hall_al II II II II II II II II II II II II w n cv cv ry cv I cv cv Ili Ili Ili Ili Ili Ili Ili i i i i i LL II 1 i J16 64ow-SUACKI � 10- &r, MIX I III I I I I I I I I I-4,4NC-4ERIS I c E5E u5 =-� (Simpon) or (U.5p) Q HU826 Q HU826 UC HGU52II © THDH211 (C� HGUS20-2 (C: THDH20-2 4Q HHU846 Q THD46 [;K SUR/L26-2 Q 5KH26R/L-2 DEN01E TRU55 WEB IBRACE REOI EP. - ... - DENOTE RAT RUN a 10'0/C MAX. _ = DENOTE 2X6 5TRONGDAGK a 10' 0/C MAX. MINIMUM BALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8'-0' U.N.O. 4' -II 1/2" -1'-11 1/2" AND UP NUM5ER OF HEADER STUDS uj SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 BANGER BCH DUL � L - 5IMP50N HU62(o (11 NEEDED ) \ - 5IMP5ON THA422 (2 NEEDED) FRAMING NOTES: I. HURRICANE STRAPS TO 5E MANUFACTURED 5Y SIMPSON STRONG -TIE OR EaUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRU55 TO MA5ONR`'I'/CONCRETE SHALL BE META -16 * FLOOR JOIST TO MASONRY/CONCRETE SHALL 5E HETA-lb AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL 5E MT5-12 3.TRU66 TO TRUSS CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED 5Y TRUSS MANUFACTURER. 4.REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED )DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TiRU55E5. 5.HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN I. MIN. 2X4 HIP CUT BLOCKING 5ECURED W/3 -10d GUN NAILS OR 3-12d HAND DRIVES -a EA. END. CUT PITCH 4 5EvEL TO FIT TIGHT TO TRUSS A5 PER APA REQUIREMENTS. BRACING LEGEND w I 2X6 LEDGER FASTENED TO EA FLR TRUSS UA4"DIA. X 4" I LACa SCREWS EXTERIOR CABLE TO SE ® 5RAGED W/2X4 BLOCKING 4'-0" O.C. BETWEEN TOP CHORD d 2X4 STP *2 X -BRACING. REFER TO TYPICAL DETAIL SHTS FOR i3RACINC REQUIREMENTS FASTEN 2X4 STP 02 OR SPF BEVEL CUT TO TRUSS TOP CHORD UJ/10d x 3" NAILS 4v 611 O.C. STAGGERED NOTE: TRUSSES MARKED UJ/AN "* " REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEM3ER5. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE d REQUIRED FASTENERS. HUC410 W/ — 18-1/4'X2 3/4" TAPCON5 (9 PER FLANGE) SECURE SM - TO BLK LU/(2) HETA-16, SLK COL. TO 1'-5" HUC410 W/ — IS -1/4"X2 3/4" TAPCONS (9 PER FLANGE) FIRST FLOOR FRAMING" PLAN PROBUILD 07/16/12 140 MPH/EXP.—B A R C H IT E C TS Groun p Inc. .41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078, www.a bdesigngrou p.com AA #: 0003325 h uj U W w w a N o a �R, �i q O Q 0 z 111 w LJ- 64 (P r- E~ SUDDIV, & LOT: TUSCA PLACE NORTH LOT #1008 PROJECT# 02108.008 MODEL• )2498" GARAGE SWINGE: RIGHT PAGE: FIRST FLOOR FRAMING PLAN ELEVATION >> A» ARCHITECT STATE OF FLORIDA U' ` 0 8//2 8112 SCALE: 1/4"=l'-0" 1 6 8 EMT A 1w 31 HEADER SPAN CHART (Simpson) or (Usp) CONNECTOR SCHEDULE SINGLE SIMPSON SIZE HGU528-2 DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) 10d x 1 1/2 1 -FLY/ (6) 16d 2 -PLY = Z 0 1985 (2) META -16 1900 (10) loci x 1 1/2 1 -PLY (14) 16d 2 -PLY SIZE, HETA-16 1810 (9) 10d x 1 1/.2 I -PLY/ (8) 16d 2 -PLY a g HETA-20 1810 (9) led x 1 12 I -PLY/ (8) Ibd 2 -PLY i 203$ (10) led x 1 1/2 1 -PLY (2) HETA-20 2500 (12) Ibd 2 -PLY MGT + 3985 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD HGT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTI4 EPDXY (MIN. 12' EMI'3ED), (16) 10d TO WOOL% HGT-3 4 10530 (2) 3/4' A.T_R. IN HIGH STRENGTH EPDXY (MIN.. 12' EMBED), (16) 10d TO WOOD LTAI 1420 (12) led x 1-12' VGT 4940 (1)5!S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EM15EP), (I6) SPS I/4' X 3" TO WOOF iE (2•FLY/3-FLY) 1155/8890 (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 HTS -16 1150 (16) 10d x 1 12 HTS -20 1450 (24) 10d x 1 12 H01.18-SD829 1810 (20) SPS 1/4'x2 12', 1/8' DIA. AJ5. (12' EMI5ED) LSTA-12 ++ 925 (10) 1044 LOTA-15 ++ 1235 (14) led (A META -18 ++ 1315 (14) 10d a MSTA-24 ++ 1840 (16) loci CJC MSTA-30 2050 (22) led (A MSTA-3(p ++ 2050 (26) led MSTI-36 3800 (36) loci x 1 1/2 MSTI-46 5065 1 (48) led x 1 1/2 Hb 950 (S) Sd TO PLATES, (S) Sd TO STUDS Sp4 885 (6) led x 1 12' TO STUDS A33 150 (4) led TO MAM, (4) led TO POST. HCP2 645 (b) led x 1-12' Hie 995 (lb) 8d x 1-12 ASU 44 2200 1 (x665 (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED-) IN CONC. (12) 1644 TO WOOD V) ABU 66 2300 1 12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EM#3ED-) IN GONG., (12n6d TO WOOD rY TT19 4.+4 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED-) IN CONC. (wod TO WOOD 0 LTT205 +++ 1625 (1) 12' AT.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (2) ' BOLT TO WOOD (,) Z 3610 HTT4 4235 (I) 15/5'AT.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN LONG. (18) 1044 x 1 12" TO WOOD (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBEP.) IN CONC. (18) Ibd x 2 12' TO WOOD (l) 5/5' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EM15MO.) IN CONC. (26) led x 11/21 TO WOOD HTT5 4610 (U 5/S' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN GONG. (26) led TO WOOD E+090 / AT.Rx HHDQII-SDS 25+ 11 45 1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24)SPS .t" x ' WOOD SCREWS HD1B 6480 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN GONG, (3),16' STUD BOLTS TO WOOD ME"A 396/1125 3415 5330 (1) 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. TOP, (l) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (IS)10d TO REAM w ME44A 9.90/11.25 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMA-). TOP, (1) 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. FACE, (18)104 TO BEAM Z 0210-3 (WOOD 1610 3140 MLWR) 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, (10) 1044 TO WOOD 2 HUC410 (CMU) I 1810 5085 I5-1/4' x 2-3/4" TITEN ( 8 PER FLAT -lag) TO CMU (lo) 1044 TO WOOD HUC 210-3 1 1810 14000 18-1/4' x 2-3/4' TITEN TO CMU ( 10) 10d TO WOOD HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST 115E FILLED SOLID w/ GROUT. +4 led COMMON NAILS CAN 5E SU15STITUTEP WITH led x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W H +44 MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL 5E 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' 0 AT.R. - A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZI-IAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A5TM-A153 USE OF EXPANSION ANCHORS WILL 5E EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES f5ASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2011" , 'HIGH WIND -RESISTANT CONSTRUCTION C-141,109, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -SAS -2012. MINIMUM HEADER SPAN CHART �TTJD 1 BRACING LEGEND 1 EXTERIOR GABLE TO BE ® BRACED LU/2X4 BLOCKING 0 4'-0" U.G. BETWEEN TOP CHORD 4 2X4 51'P *2 X-15RAGING, REFER TO TYPICAL DETAIL 5HT5 FOR BRACING REQUIREMENTS FASTEN 2X4 $1'F *2 OR SPF BEVEL CUT TO TRUSS TOP CHORD W/106 x 3" NAILS a (o" O.G. STAGGERED NOTE: TRUSSES MARKED W/,4N " " REQUIRE WEB STIFFENERS FOR PERM,4NENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'5 SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED F,45TENERS, (_Z14_Nr_, E=R5 T© BE: USED (Simpson) or (Usp) ® HU62G0 SINGLE STORY APPLICATION SIZE HGU528-2 CLEAR SPAN D5L 2 DBL 2 DBL 2 DBL 2 x (o x 8 x 10 x 12 UP TO 5'-4" 5'-4" TO '11-011 -1'-0" TO 1011-011 10'-0" ,AND OVER TWO STORY APPLICATION DOWN 5TAIR5 SUPPORTING END OF HEADER 1 2 SIZE, NUMBER OF FULL LENGTH STUDS CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL2x12 x 9, x 8 x 1t7 UP TO 5'-0" 5'-0" TO 6'-4" ro'-4" TO 8"-011 8'-0"ANDOVER �TTJD 1 BRACING LEGEND 1 EXTERIOR GABLE TO BE ® BRACED LU/2X4 BLOCKING 0 4'-0" U.G. BETWEEN TOP CHORD 4 2X4 51'P *2 X-15RAGING, REFER TO TYPICAL DETAIL 5HT5 FOR BRACING REQUIREMENTS FASTEN 2X4 $1'F *2 OR SPF BEVEL CUT TO TRUSS TOP CHORD W/106 x 3" NAILS a (o" O.G. STAGGERED NOTE: TRUSSES MARKED W/,4N " " REQUIRE WEB STIFFENERS FOR PERM,4NENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'5 SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED F,45TENERS, (_Z14_Nr_, E=R5 T© BE: USED (Simpson) or (Usp) ® HU62G0 ® HU62(0 0C HG�U52�,-2 a THDH2ro-2 HGU528-2 (G THDH28-2 �H HHU54ro THD4( �K SUR/L26-2 (� SK H26R/L-2 DENOTE TRUSS *513RACE REQUIRED. DENOTE RAT RUN 6 10' 0/C MAX. DENOTE 2X6 5TRON535ACK a 10' OIC MAX. WALL AND HEADER REOUIREMENTS MAXIMUM HEADER SP,4N (Ft.) UP TO 5'-0" TO 8'-0" U.N.O. .AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER i 3 2 x 12 102 S''r'P) rt/fro" 05B NAIL (3) 12d G &"-8" OC TYP. 2x12 BM. /HDR. FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED 5Y 51MP50N STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE 6TRAP5 ARE AS FOLLOWS, U.N.O. * TRU55 TO MASONRY/CONCRETE SHALL BE META -16 FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-Ib AT EACH END ANLL 32" ON CENTER ON J015T5 PARALLEL TO WALL. * TRU55 TO WOOD FRAMING ING SHALL BE 1MT5 -12 3.TRU5S TO TRU55 CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED 3Y TRU55 MANUFACTURER. 4.REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND 51ZE OF ROOF/FLOOR TRU55E5. 5.HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REO. ARE STANDARD U.N.O ON FRAMING PLAN (o. MIN. 2X4 HIP GUT 5LOCKING SECURED W/3-106 GUN NAILS OR 3-1244 HAND DRIVES 6 EA, END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER ,APA REQUIREMENTS. (2) 1 3/4" X 1 Y4" 'MICROLLAM LVL W/(2) JACK 4 (2) FULL STUDS W/(1) L5TA12 qm EA. END. FASTEN EA. STUD U)/5P4 DBL STUD OBL STUD (d) HT5-1V P08T TO 4X(o BLOCKING (2) MSTA-24 POST TO CMU HTT-4 ROOF FRAMING PLAN TRUSS TO 4X(o P05T (2) HT5-20 POST TO 4X(o BLOCKING (2) M5TA-24 POST TO CMU HTT-4 PROBUILD07/16/12 141 MPH/EX .— A R C H I T E C T S Design roup u p Inc. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUISDIv. & LOT: TUSCA PLACE NORTH LOT #1008 PROJECT# 02108.008 UODEL• "2498" GARAGE SWING: RIGHT PAGE: SECOND FLOOR FRAMING PLAN ELEVATION "A, B & C" ARCHITECT STATE OF FLORIDA CANTWELL NO 12079 DATA: 0 8 2 8 12 :SCALE:1/4"=1'-0" 7Tx11_ � 0-m"I 3 7 *W' (_1=11 1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125v OUTLET 20 AMP 110v OUTLET (TAMPER RESISTANT I/2 OF OUTLET 11Ov OUTLET WIRED TO SWITCH G}:y SWITCH 1 EQUIPED WITH GROUSID FA�gU��Lt SWITCH 4 -WAY OPER. IIOv OUTLET IStANT INTIER- GFI CEILING LIGHT (TAMP�P VP vAPOR PR W/ HARDWIRE O WIRE RECESSED CAN INTER - CONNECTED 220v OUTLET CONNECTION Ilip EXTERIOR GROUND FAULT 1 CFM PER SQ. FT. WATERPROOF INTERRUPTER INTERRUPTER LESS THEN 4' OUTLET 4' LIGHT STRIP FROM WALL SWITCH 0000uuuu G}:y SWITCH 3 -WAY OPER. ,� 0 SWITCH 4 -WAY OPER. S.D. WALL MOUNTED LIGHT INTIER- . CEILING LIGHT BATT, SACK -UP VP vAPOR PR W/ HARDWIRE l�� RECESSED CAN INTER - CONNECTED KP VENT. FAN 1 CFM PER SQ. FT. 35194 VENT. FAN W/LIGHT 1 CFM PER SQ. FT. DISCONNECT 2' LIGHT STRIP LESS THEN 4' 20078 4' LIGHT STRIP FROM WALL NOTES * LOCA.TION OF TV JACKS d PHONE OUTLETS 0000uuuu ® 4' RECESSED FLUORESCENT LIGHT 2-5UL15 WRAP AROUND _ 2' FLUORESCENT * CFI w ISLAND (NOT ON KITCHEN CIRCUIT) = _ *FLUORESCENT * BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(F5C 4' TRACK LIGHT * LAUNDRY ROOM RECEPTACLE SHALL 5E ® PANEL * WIRING METHOD SHALL 15E NON METALLIC Eiiim METER RESISTANT TYPE 4 I GAS OUTLET SMOKE 15AATT. BACK-UP ,� 0 LIGHT W/ S.D. DETECTOR INTIER- . JACK BATT, SACK -UP 1 WATER HEATER WATER HEAT. W/ HARDWIRE (&S/CO CAR50N MONOXIDE/ INTER - CONNECTED KP SMOKE DETECTOR SHALL BE A 35194 COMBO DISTANCE OF NOT DISCONNECT PUSH- LESS THEN 4' 20078 BUTTON FROM WALL 4 I GAS OUTLET PENDANT CEILING BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE VA LIGHT W/ BOX MARKED 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. TELEPHONE AS SUCH FOR . JACK INSPECTION 1 WATER HEATER WATER HEAT. 1 DISHWASHER WH D 15CONNECT 5000 KP OPTIONAL SECURITY AIR. COND. 35194 A/C 10000 DISCONNECT PUSH- [----FTv' 20078 BUTTON TELEVISION NOTES * LOCA.TION OF TV JACKS d PHONE OUTLETS 4 FANS TO 153E VERIFIED 6 HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HA51TA5LE JACK PER NEC 210.12(b) 4 I GAS OUTLET ENTRY FIRST FLOOR ELECTRICAL PLAN -OR MIRCO/ HOOD ,45V. METER FIELD VERIFY LOCATION POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 *1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLE55 SERVICE 15 PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC COIDEPP2) CEILING FAN/LIGHT CEILING BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE VA 2498 SQFT GENERAL LIGHTING X3 VA PER SQFT W/ BOX MARKED 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 AS SUCH FOR 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN INSPECTION 1 WATER HEATER FLOOD 1 DISHWASHER 1200 LIGHT 5000 KP OPTIONAL SECURITY SUBTOTAL OF GENERAL LOAD 35194 KEYPAD 10000 . PUSH- FOR 20078 BUTTON CHIMES NOTES * LOCA.TION OF TV JACKS d PHONE OUTLETS 4 FANS TO 153E VERIFIED 6 HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HA51TA5LE ROOMS TO 5E ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * CFI w ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO 15E LOCKOUT IN PANEL * BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(F5C 2010, RESIDENTIAL CODE TA5LE M1501.3) * LAUNDRY ROOM RECEPTACLE SHALL 5E C-zROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL 15E NON METALLIC CABLE AS N.E.G. 2008 ARTICLE 300.(15) (2) * ALL RECEPTACLES TO 5E TAMPER- RESISTANT TYPE ENTRY FIRST FLOOR ELECTRICAL PLAN -OR MIRCO/ HOOD ,45V. METER FIELD VERIFY LOCATION POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 *1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLE55 SERVICE 15 PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC COIDEPP2) HOUSE PLAN: 2498 MODEL LOAD INFORMATION VA 2498 SQFT GENERAL LIGHTING X3 VA PER SQFT 7494 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 SUBTOTAL OF GENERAL LOAD 35194 FIRST 10 KVA OF GENERAL LOAD AT 10036 10000 REMAINDER OF GENERAL LOAD AT 409 25194 VA x .4 10078 TOTAL NET GENERAL LOAD 20078 4 TON HEAT PUMP#1 28 AMPx 240 VA- 8720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= --- 10 KW ELECTRIC HEAT AT 85'9 8500 5 KW ELECTRIC HEAT AT 859 --- NET GENERAL LOAD 20078 NET TOTAL HEAT 13220 TOTAL LOAD 33298 CALCULATED LOAD FOR SERVICE 53298 VA/240 V----122-AMP- -13gAMP150 AMP SERVICE 150 NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 01 CU, 10(o CU GND 2'' CONDUIT OR PROVIDE 3 02/0 AL, 1 04 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE A5OVE SOFFIT a OVERHANG.) TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 50ND ING TERMINAL AT LOW VOLTAGE: CONNECTIONS CA5LE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 "4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2005 250.52(3). 5/S" DIA X 8 FT LONG COPPER CLAD GROUND ROD NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIAL5 ANP INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THEN UNLESS NOTED OTHERWISE. A R C H I T E C TS Design Group Ino. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO PANEL 150,4/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 50ND ING TERMINAL AT LOW VOLTAGE: CONNECTIONS CA5LE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 "4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2005 250.52(3). 5/S" DIA X 8 FT LONG COPPER CLAD GROUND ROD NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIAL5 ANP INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THEN UNLESS NOTED OTHERWISE. A R C H I T E C TS Design Group Ino. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SSUBDIV. 89 LOT: TLISCA PLACE NORTH LOT #1008 PROJECT# 02108.008 MODEL: „2498„ GARAGE SWING: RIGHT PACE: FIRS T FLO 0 R ELECTRICAL PLAN mmo ARCHITECT STATE OF FLORIDA i' W Q 0Lu WLU q Ll �U Q c) Z W r' G1 (P (V f« SSUBDIV. 89 LOT: TLISCA PLACE NORTH LOT #1008 PROJECT# 02108.008 MODEL: „2498„ GARAGE SWING: RIGHT PACE: FIRS T FLO 0 R ELECTRICAL PLAN mmo ARCHITECT STATE OF FLORIDA JAMES CANTWELL AR NO 12079 PRINT DATE: 08/28/12 :SCALE: 1/4"=1°-0" S3HEET 0 og i' JAMES CANTWELL AR NO 12079 PRINT DATE: 08/28/12 :SCALE: 1/4"=1°-0" S3HEET 0 og ELECTRICAL LEGEND 5i'M50L DEFINITION NOTES d) 125V OUTLET era AMP 110v OUTLET (TAMFER �SISTANT JACK 4 1/2 OF OUTLET 11oV OUTLET WIRED To W/ 130X MARKED SWITCH AS SUCH FOR Eoulm WITH GROUND FAULT INSPECTION 11@v OUTLET ISTANT OFI (TAM OPTIONAL KP 4 WIRE 220v OUTLET CONNECTION WP EXTERIOR GROUND FAULT GFI WATERPROOF INTERRUPTER ** LOCATION OF TV JACKS 4 PHONE OUTLETS OUTLET PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL 445ITA5LE SWITCH PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. SWITCH 3 -WAY OPER. �P4 SWITCH 4 -WAY OPER. 2010,RE81DENT IAL CODE TABLE M150-7.3) WALL GROUND FAULT CIRCUIT -INTERRUPTER X1,1 MOUNTED CABLE AS N.E.G. 2008 ARTICLE 300.(15) (2) * ALL RECEPTACLES TO BE TAMPER- LIGHT CEILING LIGHT VAPOR \o vP I ooF RECESSED \a-) CAN 1 CFM PER VENT. FAN SQ. FT. VENT. FAN 1 CFM PER W/LIGHT SQ. Ft. ci_Q� 2' LIGHT STRIP 4' LIGHT STRIP 4' RECESSED 2-5UL5 WRAP ® FLUORESCENT AROUND LIGHT _ 2'FLUORESCENT .4' FLUORESCENT A' TRACK L IGHT © PANEL METER � SMOKE BATT. $ACK-UP W/ RPWM �../S.D. DETECTOR INTER - BATT. L3ACK-UP CARBON W/ HARDWIRE INTER - MONOXIDE/ CONNECTED 'CY 5/CO SMOKE DETECTOR 5WALL W A COM50 DISTANCE OF NOT LESS THEN d' FROM WALL PENDANT LIGHT TELEPHONE . JACK WATER HEAT. WH D I5CONNEGT AIR. COND. A/C D15CONNECT SCALE: 1/4"=l'—O" 19SHEET " TELEvI51ON TV. JACK 4 OUTLET ET CEILING FAN/LIGHT CEILING 5OX REQUIRED t0 5E5UPPORTED IN ACCORDANCE W/ 130X MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP 5ECURITY KEYPAD PUSH- FOR 4. p$. BUTTON CHIMES ** LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO f3E VERIFIED 'm HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL 445ITA5LE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI o ISLAND (NOT ON KITCHEN CIRCUIT) * DISa41WA514ER DI5CONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXAU5T FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2010,RE81DENT IAL CODE TABLE M150-7.3) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL 15E NON METALLIC CABLE AS N.E.G. 2008 ARTICLE 300.(15) (2) * ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE CEILING MTD. LIC T TO SE INSTALLE PROVIDE J -50X FOR OPT. FAN BEDROOM # i ono , SDQ CEILING MTD. L IG1 TO BE IN5TALLEC%- /moi PROVIDE J -BOXY-\ FOR OPT. FAN BEDROOM 14 LOFT CEILING MTD. \\ATO BE INSTALLEI PROVIDE J -SOX / FOR OPT. FAN /C I I LI � R/A � r II I II TO 5WITCH 1ST FLOOR I M5D/GD I O L ------ CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-5UX FOR OPT. FAN .01 (BEDROOM #2 S� \ 1 CEILING MTP. LIGHT TO 5E INSTALLED, PROVIDE J -SOX FOR OPT. FAN Tv. MASTER BEDROOM SECOND FLOOR ELECTRICAL PLA111'1 A R C H I T E C T S Design Group Inc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU331DIV. & LOT: TUSCA PLACE NORTH LOT #1008 PROJECT# 02108.908 MODEU. "2498" GARAGE OWING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA DATE: 0 8 2 8 12 SCALE: 1/4"=l'—O" 19SHEET " 3°'g DR HORTON HOMES MODEL: 2498 SUBDIVISION: LOT BLOCK: PG —of _ GARAGE LEFT AUGUST 2010 MARCH 2011 3 - BTK8 P 4 - UM8 BLD 2 - FL24 (VOIDS) 4 - CM8 BLD Cq 3 � PANTRY LAUNDRY All dimensions _s za designations given are subject to verification onDesigner: job site and adjustment to fit job conditions. 129" ***-**e*---'"'•"""""" oh P. Nottbm This is an original design and must not be released or copied unless applicable The has been paid or job given aro subject to verification on !'SHEET 102PO order placed. STAGGER @ 96 job site and adjustment to fit job 1 FLOORPLAN Drawin KITCHEN CABINET LAYOUT This is an original design and must conditions. W3336 W3024 w16R W3336 lu JF342� ID - 15" order placed. a B21L B21R J FLOORPLAN I Drawing #: 1 Scale: : O 112" — 1' OWNERS BATH & cT BATH :::::. LAYOUT Z LIJ ? 0 ........................----.._............ - .........:::....... 'UF3.... .. _'.. a .UF3 �- (P *** 36" UPPERS *** r .............. ::::::::: *** NO TILT -OUTS *** *** NO SLIDE-OUTSCq co M CEILING HGT. 8 - 8 �-' a t4: `'�' Sr�M b a A DOOR STYLE, N L-20 BX (n ba PARTS: r ' 1 - UF3 WD (REF) d 3 - UF3 P - - - m 4� 2 - UF342 P 1 - UF642 P---------- ------ ----- - 3 - BTK8 P 4 - UM8 BLD 2 - FL24 (VOIDS) 4 - CM8 BLD Cq 3 � PANTRY LAUNDRY DR HORTON HOMES SUBDIVISION: LOT BLOCK: REF, MODEL: 2498 PG—of_ RANGE TOP COLOR: EDGE PROFILE: wall continues Designed: 03/07/11 Printed: 03/07/11 1 I Scale: O 112" — 1' GARAGE LEFT MARCH 2009 AUGUST 2010 All dimensions -size designations I IMUKLAKC I *'*'-Fe*----- ------ ------"- given are subject to verification onDesigner: P Nottbm oh job site and adjustment to fit job This is an original design and must conditions. ::- not be released or copied unless applicable fee has been paid or job order placed. 2498 KITCHEN OL (08-25-10) ICOUNTERTOPS Drawin KITCHEN COUNTERTOP LAYOUT Designed: 08/25/10 Printed: 01/26/11 #: 1 Scale : O 1/2" — V DR HORTON HOMES SUBDIVISION: LOT BLOCK: DOOR STYLE: L-1BX PARTS: 1 - UF3 WD 1 - BTK8 P 1 - UM8 BLD DOOR STYLE: L-1BX PARTS: 1 - UF3 WD 1 - BTK8 P 1 - UM8 BLD MODEL: 2498 PG_of_ 1 OPT. LAV. VSB6034H OWNER's BATH GARAGE LEFT MARCH 2009 AUGUST 2010 wall continues ** POWDER BATH USES A PEDESTAL LAV. ** All dimensions -size designations All dimensions _s za designations given are subject to verification onDesigner: job site and adjustment to fit job conditions. I IMUKLAKC - ***-**e*---'"'•"""""" oh P. Nottbm This is an original design and must not be released or copied unless applicable The has been paid or job given aro subject to verification on !'SHEET 102PO order placed. 2498 KITCHEN OL (03-07-11) job site and adjustment to fit job 1 FLOORPLAN Drawin KITCHEN CABINET LAYOUT DR HORTON HOMES SUBDIVISION: LOT BLOCK: REF, MODEL: 2498 PG—of_ RANGE TOP COLOR: EDGE PROFILE: wall continues Designed: 03/07/11 Printed: 03/07/11 1 I Scale: O 112" — 1' GARAGE LEFT MARCH 2009 AUGUST 2010 All dimensions -size designations I IMUKLAKC I *'*'-Fe*----- ------ ------"- given are subject to verification onDesigner: P Nottbm oh job site and adjustment to fit job This is an original design and must conditions. ::- not be released or copied unless applicable fee has been paid or job order placed. 2498 KITCHEN OL (08-25-10) ICOUNTERTOPS Drawin KITCHEN COUNTERTOP LAYOUT Designed: 08/25/10 Printed: 01/26/11 #: 1 Scale : O 1/2" — V DR HORTON HOMES SUBDIVISION: LOT BLOCK: DOOR STYLE: L-1BX PARTS: 1 - UF3 WD 1 - BTK8 P 1 - UM8 BLD DOOR STYLE: L-1BX PARTS: 1 - UF3 WD 1 - BTK8 P 1 - UM8 BLD MODEL: 2498 PG_of_ 1 OPT. LAV. VSB6034H OWNER's BATH GARAGE LEFT MARCH 2009 AUGUST 2010 wall continues ** POWDER BATH USES A PEDESTAL LAV. ** All dimensions -size designations TIMBERLAKE' »*;**«+++.+..«.*«*++.*+...+**+.... Designed: 08/25/10 given aro subject to verification on !'SHEET 102PO Designer: P. Nottbohm Printed: 01/26(11 job site and adjustment to fit job This is an original design and must conditions. not be released or copied unless applicable fee has been paid or job lu order placed. 2498 BATHS oL (08-25-10) J FLOORPLAN I Drawing #: 1 Scale: : O 112" — 1' OWNERS BATH & PO WISER BATH CABINET LAYOUT BATH #2 COUNTERTOP LAYOUT DR HORTON HOMES SUBDIVISION: LOT BLOCK: MODEL: 2498 PG _ of _ 73" —�' OPT. OWNER'S BATH DOOR STYLE: L-2BX PARTS: 1 - UF3 WD 1 - BTK8 PRT I - UM8 BLD GARAGE LEFT MARCH 2009 AUGUST 2010 wall continues A11 dimensions -Size designations TIMBEKLAKL *••****'***e*'"""""""'•""" givenare subject to verification on Designer: P. Nottbohm job site and a4justment to tit job This is an original design and must conditions. not be released or copied unless applicable The has been paid or job order placed. 2498 BATHS OL (08-25-10) IFLOORPLAN Drawing #: 1 OPT. OWNER'S BATH CABINET LAYOUT DR HORTON HOMES MODEL: 2498 SUBDIVISION: PG — of _ LOT BLOCK: civ OPT. OWNER's BATH TOP COLOR: EDGE PROFILE: ?Designed: 08/25/l0l' Printed: 01!26/11 GARAGE LEFT MARCH 2009 AUGUST 2010 All dimensions -size designations TIMBERLAKE *****`******************'""-"' given are subject to verification on Designer: P. Nottbehm job site and adjustment to fit job This is an original design and must conditions. not be released or copied unless applicable The has been paid or job order placed. 2496 BATHS OL (08-25-1 O) 1 couwEwrops I Drawing #: 1 OWNER BATH- COUNTERTOP ATHCOUNTERTOP LAYOUT : O 1/2" — VIN Designed: 08/25/ Printed: 01/2&11 A R C H I T E C T S L414JL IV. 1'(VNMLU nF-FUMY DLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Ikka h 08/28/12 011e" -r :SCALE: 1/4"=1'-0" !'SHEET 102PO W lu LU w LU Q +— Q z Z LIJ ? 1— tk Z Q D u- 0 N (P SUISIDsv. & 1101%.TUSCA PLACE NORTH LOT #1008 PFe0JECT# 02108.008 ]MODEL: "2498" GARAGE SWING: RIGHT PACE: CABINET LAYOUTS ARCHITECT- STATE OF FLORIDA 12079 08/28/12 011e" -r :SCALE: 1/4"=1'-0" !'SHEET 102PO (1) 01 REBAR VERTICALLY W/ CONIC. POUR CELL R-4.1 INSULATION TEXTURED FINISH T W a, CMU r' 1/2' GYP. WL. BD. WOOD ISAW Q , • t5 ' 4' GONG., REIN. w/ 6"x6" SIO WW ON ° 6 -MIL POLY ETHYLENE VAPOR A* BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE SORA -CARE Y (2) 05 REBAR ON CHAIRS 1—STORY FOOTING 1 W/ BLOCK WALL a +1•. ■ M'". "'.tea+—•—r••, a 4' GONG., REIN. W/ 6'Stb' 010 WWM ON ik 6 -MIL POLY ETHYLENE VAPOR E " BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATEMENt (1) LI CARR ON CNA q- THICKEN EDGE a q 4' CONC., REINF- W/ b'xb' *VA WUM ON 6 -MIL POLY ETHYLENE VAPOR 4" 4" BARRIER ON CEFILL TERMITE TREATEMENT SHALL BE BORA-CARE GARAGE STEP-UP NON-BEARING SCALE: GRADE a 4' GONG, REIN- W/ b'xI *i(p ULM ON ° . < b -MIL POLY ETHYLENE VAPOR r BARRIER ON WELL -COMPACTED 6 CLEAN FILL TERMITE TREATEMENT m0 , faY SY dY SHALL SE BORA-CARE U G� 2'-6+' 'r5 RECSAR ON CHAIRS 0CONCRETE PAD SCALE, 1/2".V -0o POURED /2 . _0 - POURED LINTEL CONT. (TYPJ "r 8' CMU FILLED CELL (TYP-) 2X WALL FRAMING (4))j'X'I' ANCHOR BOLTS or (4))5'X1' J -BOLTS MIN. 5" EMBEDMENT W/ 2'X2'XI/8' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN 80LID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 15 BLOCK WALL CONNECTION SCALES (1) 05 RESAR SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. ° 4' CONC„ RENF. W/ b'x6' MO WWM ON q'• 6 -MIL POLY ETHYLENE VAPOR * ••a� BARRIER ON WELL-CDMPAGTEP CLEAN FILL TERMITE TREATEMENT SHALL CSE BORA-CARE TYP. RETROFIT FOR A OMITTED DOWELS L 1/2"= -65 SECURE BT. PLATE TO @SLK W/ J" ANCHOR BOLT W/ 2' WASHER 1- EMBED- MIN- w 32' OC MAX q.:.� . • - ' 4' GONG, REIN. W/ 6-x6" MV WWM ON 6 -MIL POLY ETHYLENE VAPOR E BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATEMENT m 4' B' 4" SHALL BE BORA -CARE I'-4" (2) *8 RESAR ON CHAIRS I -STORY FOOTING AT L.B.W. W UPLIFT SCALE: 1/)' ■ r-ra' STUDS 16' OC. MAX 5 1/1' AHEAD OF GARAGE VARIES WITH SLOPE SECURE II PLATE TO SLAC! W/ ANCHOR SOLI W/ 2" WASHER 1' llu EMBED. MIN. a 32' OC MAX. SHALL Me BORA-CARE 4" CONC, REINF. W/ 6'x6' 010 WWM ON 6 -MIL POLY ETHYLENE VAPOR :zm V � BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATEMENT (2) *5 REBAR ON CHAIRS GARAGE STEP—UP 1—STORY j L.B.W. &G.D. TRACK FINISH FLOOR . q.., .'4 , a. q. j ; 4• .'A aa,.4a 10 SLAB AT S. G. D. SCALES I"■1'-(A" —CAULK AND SEAL GAS LINE I J" PVC SLEEVE FOR GAS LINE s" crlu 1/2' DRYWALL WOOD BASE a � a tl ' 4 rn SECURE ST. PLATE TO SLAG W/" ANCHOR BOLT W/ 2" WASHER '1' EMBED. MIN- a 32' OC MAX 4' GONG„ REINF. W/ 6'x6" "Ud WWM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TIIENT SHALL BE BORA-CARE (3) *5 REBAR ON CHAIRS 2 -STORY FOOTING AT L. B. W. SCALE: 1/2"ri' 5 1/2' a HEAD OF GARAGE VARIES WITH SLOPE SECURE mT- PLATE TO SLAB W/ Ij- ANCHOR BOLT W/ 2' WASHER 1" EMBED. MIN. a 32' OC MAX. 4' LONG« RENF. W/ &'I MV 001 ON 6 -MIL POLY ETHYLENE VAPOR Z BARRIER ON WELL -COMPACTED F CLEAN FILL TERMITE TREATEMENT U 4' 6' 6' 4' 8 SE SORA -CARE 1'-SY (3) M5 RESAR ON CHAIRS GARAGE STEP—UP 111 '111A 2 -STORY L.B.W. SCALE: RECESS FOR GARAGE DOOR 4" CONC., REINF. W/ 6'x6' *10 UUM ON b -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATEMENT \l� SHALL BE BORA-CARE (1) 43 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: I/2"■ I'-fA' FANCHOR TEXTURED FINISH -11 INSULATION MIN.TUDS 16' D.G. MAX 2" GYP. WL. BD. SECURE II PLATE TO SLAB W/ 10d U1OOD BASE CUT NAILS/ MASONRY NAIL • 32" O.C. ECURE BT. PLATE TO BLK W/MAX BOLT W/ 2' WASHER 1'MBED. MIN.. 0 32" OC MAX. 4" GONG„ RE INF. W/ b "x6" "I(b WWM ON I IL POLY ETHYLENE VAPOR Zi BARRIER ON WELL -COMPACTED GLEAN FILL TERMITE TREATEMENt 4, SHALL BE BORA-CARE (2) *b RESAR ON CHAIRS 1 -STORY FOOTING AT L.B.W. W NO -UPLIFT BSCALE: IR -!1'-(a' EXTENDED SLAC! 1 CURB HEIGHT VARIES 1/2- RECESS FOR SERVICE DR Z � ° a a •4 4' CONIC« REIN. W/ 111 010 WWM ON III POLY ETHYLENE VAPOR 4 • BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATEMENT SHALL BE SORA -CARE (2) *5 RESAR ON CHAIRS mU>U SLAB AT GARAGE ►� SERVICE DOOR CA /2 = _.f Y 1 SHOWER SCALE. FOOTER SCALE: +'� .. 'q ° 4' CONIC., REIN. W/ 6"x6' *165 WWM ON 6 -MIL POLY ETHYLENE VAPOR " BARRIER ON WELL -COMPACTED +a ' CLEAN FILL TERMITE TREATEMENT SHALL BE BORA-CARE ra T 4" e' 4" m S I'-4' (2) 05 REBAR ON CHAIRS 1 -STORY FOOTING 3 W FRAME WALL (I)'S RESAR vERTICALLY W/ CONC. POUR CELL el CMV � W F too - 4. HEIGHT VARIES .r 4 a a 4' CONI RE". W1 b'x6' »10 wWM ON 6 -MIL POLY ETHYLENE VAPOR " BARRIER ON WELL -COMPACTED "•+ CLEAN FILL TERMITE TREATEMENT SHALL BE SORA -CARE L � 4' S' 4' (2) 46 REBAR ON CHAIRS ❑ I _ 4' ret U 1—STORY FOOTING AT GARAGE (1) *s RESAR VERTICALLY W/ CONIC. E a 4' CONC., REIN. W/ b"xb' *KA WWM ON m ° 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATEMENT SHALL BE SORA -CARE Y_ (3) "S RESAR ON CHAIRS 2 -STORY FOOTING 13 W BLOCK WALL SCALE: 1/2"=1'-®' TIE VERTICAL RESAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM Yr •a i. 'a '. a • 0 l25*5 REDAR ON CHAIRS a4 1 GAS LINE THRU BLOCK (3) 41 MBAR ON CHAIRS AL ■i'-0' I (1) 05 RE DAR VERTICALLY ICALLY W/ CONIC. / POUR CELL R-4.1 INSULATION $' CMU 1/2' GYP, WL. BD. WOOD BASE CLEANOUT REQUIRED 4 W 4' CONIC„ REINF. W/ 6'x6' *I0 WWM ON e ° FOR INSPECTION Q 6 -MIL POLY ETHYLENE VAPOR <a.q : n BARRIER ON WELL -COMPACTED aI, CLEAN FILL TERMITE TREATEMENT ° SHALL ME BORA-CARE h 4 .•• a.. .• ' ¢r' -O` FIN. FLR. 91 o (2) *6 RESAR Q I -STORY (3) *5 RESAR a 2 -STORY a n° • < !1) *b VERT. DOWEL p a :"a .a a TIE VERTICAL RESAR a LAPPED W/ BOND BEAM ro b PVC CHASE THRU FOOTING tl : ' + .., °q a TO HORIZONTAL . . ° e: :• 'x' OUTSIDE RESAR t0 BE . • 'q.b' RESAR W/ S' HOOK (1) 15 REBAR AT CORNERS a • a i �;. r P .. CONTINUOUS W/ 25' LAP MIN. q ' I -STORY a '4 4' 8" 4' (2) 45 REBAR ON CHAIRS rtY U `� 1J • I'-4' 2 -STORY ., ea .'° +'. (3) ria RESAR ON CHAIRS 21-1' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL LAP AT FOOTING C AT LINTEL CORNERS D W BLOCK WALL E REI�NFORO TNG (Y)_!R�EBAR SCALE: I/2"■1'-s'i' CA : /2'='-m : /2 ! -(A' AL:L E 'TERIOR 7�'O+C�'7C']ER A'T F'I]NI I-3[ S�AE-3's rr0 T3 IE MIN. 12 BE1 0W IT]L�TIDISrT'1JRI3EID SOIL: TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' O.C. MAX 1/2' GYP. WL. SD• W WOOD BASE SECURE ST. PLATE TO $LK W/' ANCHOR BOLT W/ 2' WASHER 1" EMBED. MIN. 0 32" OC MAX. 0 jam°° ' a b A. A. 4 4' GONG., REIN. W/ 6'xb' *I(A WlI1M ON 6 -MIL POLY ETHYLENE VAPOR ° BARRIER ON WELL -COMPACTED !° a CLEAN FILL TERMITE TREATEMENT IN SHALL BE SORA -CARE AL\.�— IA' S RESAR ON CHAIRS s Y 6Y 6Y 2 -STORY FOOTING A W FRAME WALL SCALE: 1/2'=1'-m" (1) "5 RESAR VERTICALLY W/ CONC. POUR CELL 8" CMU CURB HEIGHT VARIES TL W 4' CONIC., REINF. W/ b'xb' *I(A WWM ON Z a 6 -MIL POLY ETHYLENE VAPOR E BARRIER ON WELL -COMPACTED CLEAN FILL O SHALL BE BORA-(CARE ATEMENT N E (3) 03 REBAR ON CHAIRS Y 4 Z E � 6Y 6Y 4Y 2—STORY FOOTING A ATGARAGE SCALE' 1/21IC 1'—/J1Y 14 NOT USED GROUTED BOND BEAM VARIES PER ELEV. ° TIE VERTICAL RESAR ° TO HORIZONTAL 4.. RESAR W/ 10' HOOK a' VARIES PER ELEV. A GROUTED BLIND BEAM .a a, • v . a. 4 ,n " CLEANOUT REQUIRED FOR INSPECTION h a V + 'ok 0'-(A' FM. FLR. ' °Q a •, ° , : ' e • + .. a TIE VERTICAL REBAR DAR ' . a 4 . a. ° . TO HORIZONTAL RESAR W/ S' HOOK F �O +J HORIZONTAL/VERTICAL REINFORCING AT �+ BEARING CHANGE GA :N= -fD A R C H I T E C T S —) Design Group i ne. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078w ww. a bd es i gn gro u p.co m AA #: 0003325 �m TUSCA PLACE NORTH LOT #1008 PROJECT# 02108.008 MODEL: »2408„ GARAGE SWING: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS CARCHITECT-- NATE OF FLORIDA DAT�s 08/28/12 SCALE: 1/4"-1'—O" SHEET D I OF POUR CELL R-4.1 INSULATION TEXTURED FINISH Ay 114 8' CMU t, 1/2' GYP. WL. BD. i5 _ _ �,,. — WOOD BASE E a 4' CONC., REIN. W/ b"xb' *KA WWM ON m ° 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATEMENT SHALL BE SORA -CARE Y_ (3) "S RESAR ON CHAIRS 2 -STORY FOOTING 13 W BLOCK WALL SCALE: 1/2"=1'-®' TIE VERTICAL RESAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM Yr •a i. 'a '. a • 0 l25*5 REDAR ON CHAIRS a4 1 GAS LINE THRU BLOCK (3) 41 MBAR ON CHAIRS AL ■i'-0' I (1) 05 RE DAR VERTICALLY ICALLY W/ CONIC. / POUR CELL R-4.1 INSULATION $' CMU 1/2' GYP, WL. BD. WOOD BASE CLEANOUT REQUIRED 4 W 4' CONIC„ REINF. W/ 6'x6' *I0 WWM ON e ° FOR INSPECTION Q 6 -MIL POLY ETHYLENE VAPOR <a.q : n BARRIER ON WELL -COMPACTED aI, CLEAN FILL TERMITE TREATEMENT ° SHALL ME BORA-CARE h 4 .•• a.. .• ' ¢r' -O` FIN. FLR. 91 o (2) *6 RESAR Q I -STORY (3) *5 RESAR a 2 -STORY a n° • < !1) *b VERT. DOWEL p a :"a .a a TIE VERTICAL RESAR a LAPPED W/ BOND BEAM ro b PVC CHASE THRU FOOTING tl : ' + .., °q a TO HORIZONTAL . . ° e: :• 'x' OUTSIDE RESAR t0 BE . • 'q.b' RESAR W/ S' HOOK (1) 15 REBAR AT CORNERS a • a i �;. r P .. CONTINUOUS W/ 25' LAP MIN. q ' I -STORY a '4 4' 8" 4' (2) 45 REBAR ON CHAIRS rtY U `� 1J • I'-4' 2 -STORY ., ea .'° +'. (3) ria RESAR ON CHAIRS 21-1' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL LAP AT FOOTING C AT LINTEL CORNERS D W BLOCK WALL E REI�NFORO TNG (Y)_!R�EBAR SCALE: I/2"■1'-s'i' CA : /2'='-m : /2 ! -(A' AL:L E 'TERIOR 7�'O+C�'7C']ER A'T F'I]NI I-3[ S�AE-3's rr0 T3 IE MIN. 12 BE1 0W IT]L�TIDISrT'1JRI3EID SOIL: TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' O.C. MAX 1/2' GYP. WL. SD• W WOOD BASE SECURE ST. PLATE TO $LK W/' ANCHOR BOLT W/ 2' WASHER 1" EMBED. MIN. 0 32" OC MAX. 0 jam°° ' a b A. A. 4 4' GONG., REIN. W/ 6'xb' *I(A WlI1M ON 6 -MIL POLY ETHYLENE VAPOR ° BARRIER ON WELL -COMPACTED !° a CLEAN FILL TERMITE TREATEMENT IN SHALL BE SORA -CARE AL\.�— IA' S RESAR ON CHAIRS s Y 6Y 6Y 2 -STORY FOOTING A W FRAME WALL SCALE: 1/2'=1'-m" (1) "5 RESAR VERTICALLY W/ CONC. POUR CELL 8" CMU CURB HEIGHT VARIES TL W 4' CONIC., REINF. W/ b'xb' *I(A WWM ON Z a 6 -MIL POLY ETHYLENE VAPOR E BARRIER ON WELL -COMPACTED CLEAN FILL O SHALL BE BORA-(CARE ATEMENT N E (3) 03 REBAR ON CHAIRS Y 4 Z E � 6Y 6Y 4Y 2—STORY FOOTING A ATGARAGE SCALE' 1/21IC 1'—/J1Y 14 NOT USED GROUTED BOND BEAM VARIES PER ELEV. ° TIE VERTICAL RESAR ° TO HORIZONTAL 4.. RESAR W/ 10' HOOK a' VARIES PER ELEV. A GROUTED BLIND BEAM .a a, • v . a. 4 ,n " CLEANOUT REQUIRED FOR INSPECTION h a V + 'ok 0'-(A' FM. FLR. ' °Q a •, ° , : ' e • + .. a TIE VERTICAL REBAR DAR ' . a 4 . a. ° . TO HORIZONTAL RESAR W/ S' HOOK F �O +J HORIZONTAL/VERTICAL REINFORCING AT �+ BEARING CHANGE GA :N= -fD A R C H I T E C T S —) Design Group i ne. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078w ww. a bd es i gn gro u p.co m AA #: 0003325 �m TUSCA PLACE NORTH LOT #1008 PROJECT# 02108.008 MODEL: »2408„ GARAGE SWING: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS CARCHITECT-- NATE OF FLORIDA DAT�s 08/28/12 SCALE: 1/4"-1'—O" SHEET D I OF PANEL_ ANCHOR SEALANT If l SEALANT 3/S -EXPANSION STRIP 3/W FREE OF MORTAR PANEL ANCHOR 1/4" EXP. Ir30LT TWO PER ANCHOR WALL FRAME SHOWN HERE -- FOR ILLUSTRATIVE PURPOSES ONLY, WALL FRAMING CAN PE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND L PANEL ANCHOR STYLE CONSTRUCTION SECURE 2x6 MIN, TO BLK W/ (2)V' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. ©I nol Ino SECURE 2x4 ON FLAT TO 5LK W/ CUT NAILS. R \ ``— SIDES: 2X6 GARAGE POOR BUCK W/ l31 �'XS' J -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'XYa WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK a CENTER OF DOOR HEADER W10) h'XV J -BOLTS 4' EMBEDMENT W/ 2'X2"XYa' WASHER AND NUT no GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 8 NOT USED LINTEL PLATE — 3/5" EXPAN51ON STRIP FREE OF MORTAR LINTEL SEALANT TO BE MIN. 1/2DEEP SEE NOTE EXP,4N51ON STRIP PANEL ANCHOR GLASS BLOCK NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBI=R A50YI= THE GLASS E3LOCK. PANEL REINFORCING v EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL 5UT NOT ACROSS EXPANSION JOINTS GLASS 5LOCK POSITION (2) 1-1/4" 5-4 HEX WASHER HEAD WITH ANTI -CORROSIVE COATING TIGHT t0 SEND OF ANCHOR AND END OF SLOTTED HOLE --a TYPE 5 OR N MORTAR 1/4' MIN. 1/2" MAX. PANEL REINFORCING �- MORTAR ASPHALT EMULSION 1-3/4" X 20 GAUGE X 24" LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END W/(2)12d,mEA. UPRIGHT 2X4 SECURED TO GABLE ENG W/(2)126 O.G. GABLE BLOCKING TRUSS 2x4 BLOCKING a EA. RAFTER L-30 EA. RAFTER H2B EA. RAFTER 2x4 RAFTER A 24' O.C. 2x4 FRAMING (TYP) 4 FRAMED OVERHANG N.T.S. 2X4 DBL TOP PLATE 2x4 METAL STUD 24" O.G. 1/2" PRY WALL 2X4 16' O.C. MAX 2X4 PT. BT. PLATE 1/2' A.$ W/ MIN. ?' EMBEDMENT 21, PIA. WASHER 32' O.C. MAX 05 REPAR CONT. WOOD FRAME TO BLK. q - SCALE: SPARK ARREST 2'-¢ 112' SPARK MANUFACTURER 1x2 PT. TOP OF PDX — DBL. TOP PLATE 2x4 STUD II II II TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON O.S.B. SHEATHING OR j' CDX PLYWOOD PRE. ENG. TRUSS 1 A P LAN VIEW SC ALE: 51MPSON H-5 (MIN.) 2X4 TO TRUSS PRE. ENG. TRUSS 51-4 OR H-5 TOP PLATE TO STUDS 2"-0' ABV. 10'-0" LEVEL TO ROOF `OR 2'-0' ABY. HIGHEST RIDGE WITHIN 10'-0" 2A SIMPSON H-5 (MIN.) * 2X4 TO TRUSS CHIMNEY DETAILS SCALE: 1/2'-V-0' PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS a 16, O.C. MAX SIMPSON LSTA-12 0 EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS I0 16" O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN ;' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY 0 A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12" O.C. STAGGERED 61=4 OR H5 * TOP AND BOTTOM PLATES 0 EA. FULL LENGTH STUD, BOTH 51DE5 OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND TYP. EXTERIOR WINDOW/ FI R• L INE. (F DOOR OPENING WD FRAMED SCALE: NAILING SQ:HEC>ULE ROOF DIAPHRAGM USE 1/16' O.S.B. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.C.AT SUPPORTED PANEL EpGES AND *8 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. R001= SHEATHING TO GABLE END FRAME USE 08 GUN NAILS 0 4' O.G. EXTERIOR SHEATHING USE 1/16' 0.3.8. OR 1/2' PLY WITH *8 RING SHANK GUN NAILS AT 6' O.C. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.C. 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 AGCEPTABLI= FASTENER FROM ANY MANUFACTURER. Nr41L r EaU1fiRE1" F=NTT SIZE HEAD LENGTH DIA. TENSILE STIR Sol ROUND,1" IODIFIED 11/5' .113 110,000 OR T 10d ROUNPj IODIFIED 2 1/5' .125 1'10,000 OR T TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS TO BE MFG: 5Y MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL 4 TOOL ASSOCIATION I 0,113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2 RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16} TO 20 RINGS PER INCH 4 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH fRaoF 5�4�-:AT iNG-z LAT OUT ASID F-NDUJALL 5RAG INIS O� C%,451 -F- SND �:R X-1 LNG SECURE 2x TO BLOCK W/ (2) a' TAPCON5 OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 14') WITHIN 8" OF EACH END AND IS' O.C. MAX m SPACING. J" O.S.B. SHEATHING OR P CDX PLYWOOD 2x4 BLOCKS — CMU WALL ARCH WINDOW FRAME A SEC'1'lUN SCALE: NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (0.5.5. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT OPENINGS "a RING SHANK GUN NAILS a 4' O.G. TOP 4 60TTOM rapCIES q co49 w 1 w LLl z z o ....... PRE. TRU4 i092 -I/161 2X4 BTM, FLA- MTS. LA' 32 TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16'0.C. x/16" 05.8. 1/2' A.B. W/ MIN. I" EMBEDMENT LOCATE 6'-8' FROM ENDS AND 32' O.C. MAX. TEXTURED FINISH META -16 a' CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 1/2'=V-0" ■ I 2X4X4' SECURE TO TRUSS W/ 3-126 6'-8' O.G. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-126 - SEGURE TO #SLK W/ META -16 2'-0" EXT] SCALE: C * S RING SHANK GUN NAILS 0 6" O.G. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.5.5. TO BE STRUCTURAL GRADE) 05 2' DECK SCREWS 0 O.C. MAX * EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" TAG SUB -FLOOR DECKING GLUED TO ALL EXP08l=p MEMBERS FRE -ENG. TRUSS D53L. 2X TOP PLATE 1/16" O.S.B. 2X BLOCKING 19 TOP OF 2X STUDS 16' O.G. MAX. 2X 5TM. PLATE h 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS m 2X4 * TOP 4 BOTTOM CONT. HETA-16 5LK. WALL CONTINUOUS SHEATHING TO BEGIN AT TOP OP BLK. W/ 1/4' GAP FROM BLK. TO O.S.B. ® HORIZONTAL 2X S.F.F. STRUCTURAL BLOCKING AT PERIMETER OF 0.5.5. TO PROVIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. SHEATHING -8 TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW a INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS EXT. WALL SHEATHING SCALE: ARC N I T E C TS C�►esign Grow p Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W o 111 Q ��.• N 0 Z � p p t ff Z I-- z t5 z q U W (P e SUDDIV. 81e IAT: TUSCA PLACE NORTH LOT #1008 PROJECT# 02108.008 MOI IMU "2498" GARAGE SWING: RIGHT PAGE: Misc. DETAILS I ARCHITECT- STATE RCHITECT STATE OF FLORIDA LL DA�T�s 08/28/12 SCAI:1/4"=l'—O" SHEET _........„.. .»., ,.,«,...: W.„.. _. __ � .....,,.._,....,.� __—___— _..... _: _............. ..».m�w;..a, .,.,.,« .«.».«....... ...�....,.,.. ,.» .. .. M,,. m I1 �:.i.�rv.. u:s,�,.�.w. • .,.� ,..... ._, .w,,...«,.,........,...,.......«... a.d,..G «. w .« ...« M ...... FIBERGLASS SHINGLES 2x4 SLOCiGING BETWEEN�..--2x4 BLOCKING BETWEEN OVER #15 FELT PAPER ON FIBERGLASS SHINGLES �---� TRU55ES 4'-0" O.C. (AT 1" tI�USSES At 4"-m" o.C. (AT OVER 1115 FELT PAPE: ON SHEATHING SEAMS) 116,1 0.5.8, SHEATHING OR � SHEATHING SEAMS) CDX PLYWOOD SECURED 0.5.8. SHE�4T1-IINC OR 2 PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG GABLE TRUSS P.T. Ix2 W/ MTL. DRIP EDGE PRE -ENG GABLE TRUSS PER NAILING SCHEDULE 2x4 OR 2x&SUB-�3AND PER 2x4 NAILER MTL, DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2) 126's Q EACH TRUSS FIBERGLASS SHINGLES ELEVATIONS CONT. 2x4 RAT RUN SECURED 2x4 OR 2x(o 5U5-5AND PER TO BE INSTALLED e MID. POINT OF OVER 1115 FELT PAPER ON ALUM. SOFFITW/ (2) 12b's e EACH TRUSS ELEVATIONS "" TRUSS SPAN, Off? iD O D.C. MAX. 0.5.8. SHEATHING OR " STIFFBACK AT ALL UPRIGHTS ��TO BE INSTALLED 6 MID, ALUM. SOFFIT SEE ENERGY CODE FORMS CDX PLYWOOD SECURED ° POINT OF TRU55 SPAN, OR PER NAILING SCHEDULE OVER 4 -1O HIGH (SEE STIFFSACK ;4T ALL SEALED ENG. FOR 51ZE 4 101-01, D.C. MAX. UPRIGHTS OVER 4"-10" FOR INSULATION R -VALUES. CONC)ITION.) 5EE ENERGT CODE FORMS HIGH (SEE SEALED ENG. I" GYPSUM BOARD OR PRE -ENG TRUSS SEE ENERGY CODE FORMS O.S.S. SHEATHING OR FOR INSULATION 1'�'-VALUES. 111FOR 51ZE 4 CONDITION.) HIGH STRENGTH CLG. I��" � •� �� BOARD FOR INSULATION R -VALUES. CDX PLYWOOD. ATTACHED a.5.8. SHEATHING DR MTL. DRIP EDGE 1," ° GYPSUM 1✓3OARD ©R'�� CDX PLYWOOD. ATTACHED 2x4 NAILER GYPSUM BOARD OR HIGH PER NAILING SCHEDULE ON a HIGH STRENGTH CLC. 2x4 OR 2x(o SUB -BAND STRENGTH CLG. BOARD SHEET D5 PER NAILING SCHEDULE ON ° BOARD SHEET OS 2x4 a 24 0,C.,s INTERIOR PER ELEVATIONS CONIC. FILLED LINTEL BLK W/ -1/5" THICK, 3 COAT KNEE WALL •��° • • GONG. FILLED LINTEL BLK W/ �/5" THICK, 3 GOAT �•� • (1) 05 REBAR CONTINUOUS PORTLAND GEMENT PLASTER (1) 05 REBAR CONTINUOUS PORTLAND CEMENT PLASTER CONC. FILLED LINTEL BLK W/ VENTED ALUM. SOFFIT OVER EXPANDED GALV'D OVER EXPANDED GALV'D (1) '"5 REBAR CONTINUOUS EMBED. STRAP VERIFY W/ PRECAST LINTEL METAL LATH ON FORTIF15ER R-4.1 BATT. INSUL. METAL LATH ON FORTIF15ER TRUSS PLAN R-4.1 BATT, INSUL. JUMSOTEX GRADE "D" PAPER PRECAST LINTEL UM50TEX GRADE "D" PAPER PRECAST LINTEL OVER TYVEK BUILDING WRAP WINDOW ATTACHMENT A5 OVER TYVEK BUILDING WRAP WINDOW ATTACHMENT A5 WINDOW ATTACHMENT A5 (REFER TO STUCCO SPECS (REFER TO STUCCO SPECS F/15" THICK,, 3 COAT PER MANUFACTURES FOS? COMPLETE INFORMATION) PER MANUFACTURES OR COMPLETE INFORMATION) PER M�4NUFT4CTURES PORTLAND CEMENT SPECIFICATIONS SPECIFICATIONS WEEP SPEGIFICATIDNS PLASTER APPLIED L WEEP SCREED PRECA5T SILL (SEE DETAILED __ FREGAST SILL DIRECTLY TO MASONRY PRECAST SILL (1) 05 REF AR VERTICALLY (SEE DETAIL 2) L (1) 05 REBAR VERTICALLY SECURE GABLE TO 2x& P.T. (1) I5 RE5AR VERTICALLY �-- W/ CONC. POUR CELL SECURE GABLE TD 2x� P.T. —W/ CONIC. POUR CELL PLATE W/ 126's 5" O.C. MAX W/ CONC. POUR CELL I. 1x2 P.T. FURRING STRIPS PLATE W/ 126's 5" O -C. MAXI 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO 1x2 P.T. FURRING STRIPS "" �'. C.C. "" BOLT O.C. SECURE LK W/ � x9 ANCHOR �3 L rr----�-�"`— "" 2" WASHER SET IN SIMPSON "" S" CMU SECURE 2x� PT. PLATE TO --- S .CMU --- 8 CMU ° HIGH STRENGTH EPDXY i" 1/2" GYP. WL, BD. 1/2" GYP. WL. BD. 5LK W/ � x9" ANCHOR 501-T W/ 1/2" GYP. WL. BD. 2"" WASHER SET IN SIMPSON WOOD 5A5E EMBED. MIN. 32" DC MAX. WOOD BASE WOOD BAS E HIGH STRENGTH EPDXY -1 EMBED. MIN. e 32 " OC MAX. ° . ° . a 5 v 5/ I' THICK, 3 COAT , • Q 8 i 4 THICK 3 GOAT ° ° ° A ° V d ° PORTLAND CEMENT PORTLAND CEMENT 4 PLASTER APPLIED d PLASTER APPLIED 4 o ° DIRECTLY TO MASONRY 4 . . DIRECTLY TO MASONRY 4 . . 4 •' • 1- STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT CLG. BLOCK WALL B LQ C K WALL 1� B LOC SCALE: 3/4"=I"-0"" SCALE. 3/4""=1'-Q�"" $. 2X4: CM 2X.4: ® 2X4: SECURE TO BLOCK W/ -3/fe' SECURE TO BLOCK W/ 3/fo' SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONB OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )Y14) MIN. EMBEDMENT 1 Y49 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN B" OF EACH END 4 18' O.C. MAX SPACING. 18" D.C. MAX SPACING. 18' Q.G. MAX SPACING. B' CMU 2xII ® 2X6: ® 2X4" ® NOTE: STRUCTURAL 2X MUST )�' DRYWALL SECURE TO BLOCK W/2-%' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -3/(a,' SECURE TO BLOCK W/1-1/4' BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONB OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH NON-STRUCTURAL 1'X4" OR i'X2" P.T. NAILER (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 1x4 P.T. OR �' MIN. SECURE MIN. HEAD SIZE.300 3/(&'TAI MIN. 1Y4" MIN. HEAP SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 EMBEDMENT tAPCON MIN. 1Y4" /4"X4 THRU FRAME 4 EXTEND 1 Y4" MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4') %' TAPCON MIN. I Y4" MIN. EMBEDMENT I Y4") EMBEDMENT INTO BLOCK. 1/ItrO" O S OR " CDX INTO BLOCK W1 34' TAPCONS WITHIN 8' OF EACH END 4 B' CMU WITHIN 8' OF EACH END 4 EMBEDMENT INTO FLOCK. WITHIN B' OF EACH END 4 B" CMU OR DRIVE PIN 18' O.C. MAX SPACING. 18 O.G. MAX SPACING. 18 O.G. MAX SPACING. t'�'VEK BUILDING WRAP (MIN. SHANK SIZE A45 h' DRYWALL 2X8: ® B GMU DRYWALL 2X8: ® h' DRYWALL 2X8: ® I'X4' OR 1"X2" P.T. NAILER MIN. HEAD SIZE 3fA0 1'X4" OR 1"X2` P.T. NAILER � SECURE t0 BLOCK W/1 -I/4" SECURE TO BLOCK W/2 -W61 SECURE TO BLOCK W/2 -%(a " " FO ?TIFIBER BLDG PAPER MIN. EMB" OF EACH I-V D 4 IS' TAPGONS OR DRIVE PIN )f�,' O.S.B. X 4' MIN. TAPCONS OR DRIVE PIN I X4 OR 1x2 P.T. NAILER X6' p,g8. X 4" MIN. TAPCONS OR DRIVE PIN " DOOR CA51NG (MIN. SHANK SIZE .145 P.G. MAX SPACING (MIN SHANK 51ZE .145 SIZE 30fa DOOR CASING (MIN. SHANK SIZE .145 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR CASING GALV p MTL. I -ATH -i DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 '�`•'— MIN. EMBEDMENT 1 Y4") DDDR JAMB OR WINDOW DOOR CARING " MIN. EMBEDMENT I Y4 ) MIN. EMBEDMENT I Ya) ATTACH TO 2X PER ATTACH TO ?X PER ,ATTACH 2X PER "� DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. WITHIN S OF EACH END 4 MANUFACTURES DETAILS. WITHIN S OF EACH END < MANUFACTURES DETAILS. �/� TEXTURED ATTACH TO 2X PER 18" O.C. MAX $PAGING. is' O.G. MAX SPACING. 18 O.G. MAX SPACING. FINISH Is WOOD MANUFACTURES DETAILS. WOOD 7�8" TO 5�&" 1*'1f �j uJ,1�� NOTE: SHIM AS NEEDED 70 PLUMB JAMB (DO NOT EXCEED Yd') NOTE: SHIM AS NEEDED TO PLUMB JAMB CDO NOT EXCEED Ya') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') CONSTRUCTION UJEEP SCREED DDDR 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 +5Z4 WINDOW TO BLOCK +1-15/16 WINDOW TO BLOCK +3" G WINDOW TO BLOCK +3–"7 15" z �I SCALE: ,'rl'-fD' `~` $GALE: 1'■1'-0' � SCALE: 1.1 -(A 2X4: ® 2X4: CM J' 2X4: ® 2X4: ® SECURE TO BLOCK W/Y4' a.. 5" CMU SECURE t0 BLOCK W/ %6' SECURE TO BLOCK W/ 3411 SECURE TO BLOCK W/ ifs TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPGONS OR DRIVE PIN tAPGON$ OR DRIVE PIN X1/5" TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 (MIN. SHANK SIZE .10 (MIN. SHANK SIZE .1450 •- MIN. HEAD SIZE 300 MIN. HEAD 51ZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT I 0 MIN. EMBEDMENT 1 Y4) MIN. EMBEDMENT 0/4') :;: FIN151-1 '� MASONRY MIN. EMBEDMENT I Y4') " WITHIN 8" OF EACH END 4 WITHIN B OF EACH END 4 WITHIN 8` OF EACH END 4 WITHIN a OF EACH END 4 NOTE: STRUCTURAL 2X MUST " " 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. 18 O.C. MAX SPACING. THROUGH OU OUTSIDE 4 SECURED IB O.G. MAX SPACING. THROUGH NON-STRUCTURAL 2XII ® 2xb: ® sf¢' TAPGON MIN. 1-Y4" 2X&-.® , 2Xla: ® NOTE: STRUCTURAL 2X MUST SECURE t0 BLOCK W/2-3i(�' EMBEDMENT INTO BLOCK. SECURE TO BLOCK W/1-1/4 SECURE t0 BLOCK W/2-%' SECURE TO BLOCK WP-3f�" BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN (MIN. SHANK K DRIVE PIN THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 B' CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE 0 3 , SCREED MIN. HEAD SIZE 30011 MIN. HEAD SIZE 300 �� tAPGON MIN. 1-Y4 MIN. HEAD SIZE 300 � DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL WEEP MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4") EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4') I'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 1 Y4"1 rift' TAPCON MIN. I B �j ►�j� WITHIN 15 D EACH ENP 4 WITHIN 8" OF EACH END 4 S' GMU WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK. DETAIL @) WOOD JL O 18" O.C. MAX SPACING. , 18' D.G. MAX SPACING. , 18" O.G. MAX $PAGING. 2ND 2X SECURE t0 18' O.C. MAX SPACING. B' CMU 8 CMU � DRYWALL STRUCTURAL MEMBER W/(2)12d 2XS: ® 2X8: ® Yj' DRYWALL 2X8: ® 2X8: ® I'X4' OR 1'X2' P.T. NAILER , WITHIN B' OF EACH END 4 L' � DRYWALL SECURE TO BLOCK W/2-�{� " SECURE t0 BLOCK W/I-1/4 , , , , BLOCK CONNECTION SECURE TO BLOCK W/2-�if4' , , , SECURE TO BLOCK WP-�f�" , , t0 B O.C, MAX 1X4 OR 1X2 P.t. NAILER TAPGON3 aR DRIVE PIN 1X4 OR I X2 P.T. NAILER TAPCONS OR DRIVE PIN I P.T. x 4 MIN. TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 DOOR CARING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 1" P.T. X 4' MIN. SCALE: 1 1/2"=V-011 (MIN. SHANK SIZE .145 "—DOOR CASING MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4") DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4") DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4°) ATTACH TO 2X PER MIN. EMBEDMENT 1'Y4) ATTACH TO 2X PER WITHIN S' OF EACH END 4 ATTACH TO 2X PER WITHIN S' OF EACH END 4 WITHIN 8" OF EACH END 4 ATTACHTo2MANUFACTURES DETAILS. WITHIN 8 OF EACH END 4 MANUFACTURES DETAILS. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. 18' O.G. MAX BPAGING. 18 O.G. MAX SPACING. 18' D.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 Ya') NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED V) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/� " DOOR JAMB TO BLOCK +� 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +1-1/2 WINDOW TO BLOCK +2 1/4 �+ WINDOW TO BLOCK +3 H WINDOW TO BLOCK +3 3/4" $GALE: 1 ` ■ 1' -0" 51 Vol' -O' SCALE: I"= I'-0' SCALE: A R C H I T E C T S Design Group nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.a bdesigngrou p.com AA #: 0003325 SU$DIV. & LOT: TUSCA PLACE NORTH LOT #1008 PROJECT# 02108.008 MODEL• "2498" GARAGE SWING: RIGHT PAGE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITECT - STATE OF FLORIDA DAME GANTWELL A 012079 DATE: 08/28/12 SCALE: 1/4)$–l$ -0p3 SHEET D 3 OF� tin tu ua O wLu Q p q tau Q z � z z �U W q (D A � � N SU$DIV. & LOT: TUSCA PLACE NORTH LOT #1008 PROJECT# 02108.008 MODEL• "2498" GARAGE SWING: RIGHT PAGE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITECT - STATE OF FLORIDA DAME GANTWELL A 012079 DATE: 08/28/12 SCALE: 1/4)$–l$ -0p3 SHEET D 3 OF� i ,..,.,. - FI5ERGLA55 SHINGLES FIBERGLASS SHINGLES OVER #15 FELT PAPER ON 1/16" 2x4 BLOGKINC� BETWEEN COVER 015 FELT PAPER ON TRU55E5 AT FIRST TWO BAYS „ �� D.S.B. SHEATHING OR �" CDX 0.8.8. SHEATHING OR PLYWOOD SECURED PER 4'-0" O.C. (AT SHEATHING uu CDX PLYWOOD SECURED NAILING SCHEDULE SEAMS) PER NAILING SCHEDULE a PRE -ENG TRUSS MTL. DRIP EDGE PRE -ENG GABLE TRUSS MTL. DRIP EDGE 2x4 OR 2x� 5U8-�3AND PER ELEVATIONS DONT. 2x4 RAT RUN SECURED SEE ENERGY CODE 'FORMS W/ (2) 12&5 6 EACH TRU55 2x4 OR 2 x(o SUS -SAND r FOR INSULATION R -VALUES. ALUM, SOFFIT PER ELEVATIONS $° GYPSUM BOARD OR 5TIFF5ACK AT ,ALL HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" a VENTED ALUM. SOFFIT BOARC HIGH (SEE SEALED ENG. r')nl IMI ;= Tn;=� Pi ATF ,- 1,,,. 0—r4-, tet-, . ,��,�- ��, FOR SIZE 4 CONDITION) � 6-1 —11 1 WINDOW HEADER SIZE TRUSS PLAN r,., SECURE 2x4 PLATE TO FOR INSULATION R -VALUES. VARIES PER WINDOW WALL W/ T3"x(o" THRU-8005 OPENING SEE HEADER a 32" O.C. MAX THEN SPAN CHART FOR SECURE GABLE TO 2x4 " GYPSUM �0,41a1a OR DETAILS PLATE W/ 12o1's S" O.C. MAX HIGH STRENGTH CLG. O.S.B. SHEATHING OR WINDOW ATTACHMENT AS OR: CDX PLYWOOD. PER MANUFACTURES BOARD SPECIFICATIONS OR GABLE TO DSL DOUBLE TOP PLATE ATTACHED PER NAILING SCHEDULE ON SHEET 1D5. TOP PLATE W/ SIMPSON WINDOW SILL HTC4 'a 24" O.C. MAX -I/8" THICK, 3 COAL WINDOW ATTAGHMENT AS PORTLAND CEMENT 2x STUDS Q 1�" O.C. MAX W/ WINDOOW HEADER SIZE PER MANUFACTURER OVER 1:c -II BATT. fNSUL. MIN. VARIES PER WINDOW SPECIFICATIONS R EXPANDED GALV'D � T 4 G SUBFLOOGLUED OPENING SEE HEADER SPAN METAL .LATH ON � CHART FOR DETAILS WINDOW SILL AND NAILED AS PER s 0.5.8. SHEATHING OR �" FORTIF15ER JUMBOTEX NAILING SCHEDULE �� 2x STUDS a lb O.G. MAX W/ GRADE 1� PAPER OVER CDX PLYWOOD. 2x BATT. fNSUL. MIN. TYVEK BUILDING WRAP ATTACHED PER NAILING (REFER TO STUCCO SCHEDULE ON SHEET DE J" T 4 G 5U5FLOOR GLUED SPECS FOR COMPLETE i/S" THICK, 3 COAT AND NAILED A5 PER INFORMATION) PORTLAND CEMENT PLASTER NAILING SCHEDULE NOTE: SHEATHING MUST OVER EXPANDED GALV'D NOT 5REAK 1'-0" MIN, PRE -ENG FLOOR TRUSS METAL LATH ON FORTIF15ER FROM 2ND FLR LINE (INSTALL PER MFG. SPECS.) JUMBOTEX GRADE OVER PAPER OYER TYVEK SU ILD ING WRAP 2x4 CONT. 6 TOP AND °`" GYPSUM BOARD OR (REFER TO STUCCO SPECS BT. OF FLS', TRUSS (TOP HIGH STRENGTH CLG. FOR COMPLETE INFORMATION) 2x4 SUPPORTS 5TBOARD NOTA SHEATHING MUST PRE -ENG FLOOR TRU65 PLATE OF 2ND FLR, BT. NOT BREAK 1'-0" MIN. (INSTALL PER MFG. SPECS.) 2x4 IS FOR WALL GONG. FILLED LINTEL SLK W FROM 2ND FLR LINE " GYPSUM BOARD OR (1) S RES AR CONTINUOUS HIGH STRENGTH CLG. SHEATHING NAILER) R-4.1 BATT. fNSUL. 2x4 CONT. e TOP AND WEEP SCREED ST. OF FLR TRUSS (TOP BOARD EE PRECAST LINTEL (5EE DETAIL 2A) 2x4 SUPPORTS BT GONG. FILLED LINTEL BLK W/ -- WINDOW ATTACHMENT AS PLATE OF 2ND FLR, BT. ll) Is RESAR CONTINUOUS EMBED, STRAP VERIFY PER MANUFACTURES 2x4 15 FOR WALL UJ/ TRUSS PLAN SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL r1/6" THICK, 3 COAT PRECAST SILL — WINDOW ATTACHMENT ,4S WEEP SCREED PER MANUFACTURER PORTLAND CEMENT (1) #5 REBAR VERTICALLY PLASTER APPLIED W/ CONG. POUR CELL (SEE DETAIL 2A) SPECIFICATIONS DIRECTLY TO MASONRY 1x2 P.T. FURRING STRIPSPRECAST SILL EMBED. STRAP VERIFY (1) #S REBAR VERTICALLY 2—STORY l� O.G. W/ TRUSS PLAN .-- W/ LONG. POUR CELL FIRST FLOOR 8° CMU 5/8" TH(GK, 3 GOAT : � • 1x2 P.T. FURRING STRIPS 1/2" GYP. WL, SD. BLOCK SECOND WOOD BASE PORTLAND CEMENT 1�" o.G. PLASTER APPL IED I CT Y TO MASONRY ;� -f— 8" CMU FLOOR FRAME .. DIRE L f —11 11 11 1/2" GYP. WL. BD. SCALE: 3/4"=V-011 a• - . 2—STORY GABLE WOOD SASE a FIRST FLOOR m v a •a, a BLOCK SECOND FLOOR FRAME a 4 � 1A SCALE: 3/4" =1'-0" : e a. 4ia "A 0.8.8. SHEATHING OR CDX 2x STUDS 16" O.C. MAX W/ PLYWOOD. ATTACHED PER 1/1(0110.5.8. OR CDX N. 2x STUDS Q 1�" O.C. MAX W/ R-11 BATT. IN5UL. MI NAILING SCHEDULE ON SHEET I-) E-1 R-11 BATT. IN5UL. MIN. TYVEKUI E LDING WRA ¢" T s G SUBFLOOR GLUED I/S" THICK, 3 COAT PORTLAND ° T A G 5U5FLOOR GLUED FORTfF11+3ER AND NAILED AS PER CEMENT PLASTER OVER AND NAILED AS PER BLDG PAPER NAILING SCHEDULE EXPANDED GALV'D METAL LATH NAILING SCHEDULE GALV'D MTL. LATH ON FORTIF15ER JUMBOTEX IN1 GRADE "D" 'APER OVER TYVEK FIN1 t5H UREO©7 'a W OOC� BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE WOOD Ya" TO '/a" MID WALL } GONSTi�UCTION D INFORMATION) WEEP SCREE 2 x4 CONT, s TOP AND ST. OF Q_ FLR TRU55 (TOP 2x4 SUPPORTS BT PLATE OF 2ND \-1PRE-ENG FLOOR TRU58 PRE -ENG FLOOR T'U55 FLR, ST, 2x4 15 FOR WALL `` all GMu EMBED. 51MP50N HETA-1SHEATHING NAILER) �:� (a " GYP5UM E30ARD OR° `° WEEP SCREED HIGH STRENGTH CLG. S/g" TEXTURED STRAP -s 32" O.C. MAX VERIFY (SEE DETAIL 2A) BOARDD FINISH MASONRY • W/ TRUSS PLAN �••'�' ,�� EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK W/ " GYPSUM BOARD OR i" W/ TRU55 PLAN (l) 05 RESAR CONTINUOUS HIGH STRENGTH CLG. BOARD Na" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY DETAIL Ca)WOOD TO FLOOR CONNECTION AT PARALLEL/ TION 2PERPENDICULAR PRE—ENG FLOOR TRUSS BLO C ]C� C Q NNEC SCALE: 3/4"=1'-0" SCALE: 1 A R C H I T E C T5 '% Design Group,nc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 OU13DM & LOT: TUSCA PLACE NORTH LOT #1008 pR©JECT# 02108.008 MODEL: "2498" GARAGE 13WING : RIGHT PACE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA { PRINT DATE: 08/28/12 SCALE: 1/4"=1'—Q" SHEET D 4 OF� w uu a � a � � Q 4 al o Q p z � z OU13DM & LOT: TUSCA PLACE NORTH LOT #1008 pR©JECT# 02108.008 MODEL: "2498" GARAGE 13WING : RIGHT PACE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA { PRINT DATE: 08/28/12 SCALE: 1/4"=1'—Q" SHEET D 4 OF� *NOTE: NAIL 5HE,4THING TO ,4LL 2X ,45 FER EXT. 5HE,4THING N,4ILING, Sd 4" O.G. M,4X Q EDGES 4 &"-8" O.G. M,4X IN THE FIELD PRECAST HEADER(MIN) 2 X 4 (MIN 2 X 3)1-3/1(p TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') V FROM EACH END AND 18'4 O.C. MAX. MIN 1-1/4' EMBEDMENTa_ 2 X b (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 8' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/49 SECURE TO 514EATHING W/ 5' FROM EACH END AND IS' MIN. 2-12d PER BLK. EA. END O.G. MAX. MIN 1-1/4' EMBEDMENT 1/16' OSB SHEATHING CMU WALL ARCHWAY DETAIL 1 16" AND UNDER SCALE: 1/2"-1'-0" DBL. TOP PLATE 2X4 IV O.G. MAX. SECURE 2X4 TO WOOD W/2 -12d 'a 61-5" O.G. STAGGERED SECURE 2X4 W/ 2-3i(�,' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4' WIN S' EA. END NOT TO EXCEED 18' O.C. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER BLK. EA. END 3 EXTERIOR ARCHWAY I� xm O.S.B. ORA' PLYWOOD SHEATHING 0 4115 BLDG. FELT 24' WIDE 26 GA. GALVANIZED METAL FLASHING Q MUST ADD D1910, 36" WIDE AND AND MUST BE A MIN 24' WIDE METAL. �5 FIBERGLASS SHINGLE$ RE -FAB TRUSS 1/2' CLG. 50ARD 4 TEXT. SIMPSON 5P4 2X4 PBL. TOP PLATE a EVERY 1/2' DRYWALL OTHER STUD 2X4 WOOD STUD$ GIC,' O.C., U:N.O. ON TRU55 PLAN 2X4 CONT. STRE56 BLOCKING MID -WALL 2X4 PT. PLATE SIMPSON SP4 a 32' O.G. MAX 1/2'X9' A.B. 32' D.C. 1' EMBEDMENT � •' GONG. SLAB 2 "5'8 CONT. 1—STORY INT. BEARING WALL SCALE: 1/21.11-011 NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. DBL. TOP PLATE 2X4 16' O.G. MAX SECURE 2X4 W/ 2-%' TAPCONS OR DRIVE PIN (MIN. $HANK SIZE.145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4` WIN a' EA. END NOT TO EXCEED IS' P.G. MAX 2X4 SOLO BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER BLK. EA. END EXTERIOR ARCHWAY WITH WINDOW SCALE: I/2"■ i'-0' ARCgWAY DETAIL 4 16 AND UP SCALE: 1/2"= I'-0' CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS 0 16" O.C. MAX ' T 4 G SUBFLOOR GLUED AND NAILED A5 PER NAILING SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON M5TA-36 * 32" O.C. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOU5 STRESS 131-OCKING MID WALL 2x STUDS a Ifo" O.C. MAX 1/2' GYP. WL. BD. SECURE BT. PLATE t0 SLAB W/ �'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. SIMPSON SP4 a 32' O.C. MAX (D INT. 2 -STORY L.B.W. I/2 SCALE: "=1'-0' DBL. TOP PLATE SECURE 2 X RIP TO Flt W/2-1265 &"-$' O.G. MAX. 1/5" TEXTURED FINISH 1/16' 055 SHEATHING 2 X 4 16' O.G. MAX. (WHEN OVER lb' IN HIEGHT.) 2 X 4 (WHEN OVER 16' IN HIEGHT.) 1/4' TEMPERED MASONITE GLUE 4 NAIL W/6d'S 8"-12' OC. IF NEEDED. 2 X SOLID 5LK'G m ARCH SECURE W/2 -12d EACH END ATTACHMENT PER MANUFACTURER'S SPEC'& MTL WDW FRAME •NOTE: NO GAP 0 WDW FRAME TO EXCEED 1/4' ARCHWAY DETAIL A CUTAWAY SCALE: I/2' -V-0" 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') V FROM EACH END AND 18` EXISTING BLK ABV. O.G. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON I/B' TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 1116' 055 SHEATHING MIN EMBEDMENT 1 1/41) 8' X. 2 X 4 16' O.C. MAFROM EACH END AND 18' (WHEN OVER Ib" X HEIGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' 2 X 8 (MIN 2 X 30 2-3/16 TAPCON lb' IN HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.145 2 X SOLID BLK'G 0ARCH MIN EMBEDMENT 1 1 1/4"1 MIN HEAD SIZE SECURE W/2 -12d EACH END /49 8' FROM EACH END AND 18" ATTACHMENT PER O.C. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'5 5PEC'5. MTL WDW FRAME 1/4' TEMPERED MASON ITE *NOTE: NO GAP 0 WPW FRAME GLUE 4 NAIL W/Sd'S 8'-12" O.C. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL B CUTAWAY SCALE: 1/2"=1'-0° ASPHALT SHINGLES OVER M 15 FELT ON 1/16' 0.5.5. PRE -ENG TRUSSES OR PRE -ENG GABLE TRUSS CONY. FRAMED RAFTERS 5PF 5TIFF5ACK (SEE SEALD ENG. PACK FOR r� SIZE 4 CONNECTION) 2x4 5FIF BLOCKING BETWEEN 4'-0" O.C. (AT SHEATHING SEAMS TRUSSES AT ' 0.5.5. 5HEATHING OR ` GOX PLYWOOD SECURED PER NAILING SCHEDULE CONT. 2x4 SPF RAT RUN PRECAST HEADER(M IN) SECURED W/ (2) 12d'a 0 EACH 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON —t_ OR DRIVE PIN (MIN SHANK SIZE.145 (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) MIN HEAD 51ZE 300 12d'6 * EACH TRUSS (DIAGONAL MIN EMBEDMENT 1 1/41) X-BRAGING TO COVER 5 -TRUSSES S' FROM EACH END AND 16' O.G. MAX. MIN 1-1/4' EMBEDMENT I 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON I OR DRIVE PIN (MIN SHANK SIZE.145 NOTE: BOARD MIN HEAD SIZE 300 DIAGONAL BRACE 0 CENTER OF TRU55 SPAN OR HIGHEST RIDGE. MIN EMBEDMENT 1 1/411) DIAGONAL BRACE TO BE 0 ANY SPAN 15'-0" OR GRATER REFER TO 8' FROM EACH END AND IS" TRU55 ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. O.C. MAX. MIN 1-1/4' EMBEDMENT 0'-0' TO 30'-0' (1) X -BRACE 2 X S (MIN 2 X 3) 2-3/16 TAPCON 30'-1' TO b0'-0' (3) X -BRACE (1) X-15RACE -9 CENTER AND (2) OR DRIVE PIN (MIN SHANK 51ZE.145 BRACE DIVIDED EG+UALY FROM CENTER TO END MIN HEAD SIZE 300 1/16" 065 SHEATHING— HEATHINGMIN MI NEMBEDMENT 1 1/49 2X4 16" O.C. MAX. 6' FROM EACH END AND 18" (WHEN OVER 16' IN HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING SECURE t0 SHEATHING W/ MIN. 2-12d PER BLK. EA. END ARCgWAY DETAIL 4 16 AND UP SCALE: 1/2"= I'-0' CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS 0 16" O.C. MAX ' T 4 G SUBFLOOR GLUED AND NAILED A5 PER NAILING SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON M5TA-36 * 32" O.C. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOU5 STRESS 131-OCKING MID WALL 2x STUDS a Ifo" O.C. MAX 1/2' GYP. WL. BD. SECURE BT. PLATE t0 SLAB W/ �'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. SIMPSON SP4 a 32' O.C. MAX (D INT. 2 -STORY L.B.W. I/2 SCALE: "=1'-0' DBL. TOP PLATE SECURE 2 X RIP TO Flt W/2-1265 &"-$' O.G. MAX. 1/5" TEXTURED FINISH 1/16' 055 SHEATHING 2 X 4 16' O.G. MAX. (WHEN OVER lb' IN HIEGHT.) 2 X 4 (WHEN OVER 16' IN HIEGHT.) 1/4' TEMPERED MASONITE GLUE 4 NAIL W/6d'S 8"-12' OC. IF NEEDED. 2 X SOLID 5LK'G m ARCH SECURE W/2 -12d EACH END ATTACHMENT PER MANUFACTURER'S SPEC'& MTL WDW FRAME •NOTE: NO GAP 0 WDW FRAME TO EXCEED 1/4' ARCHWAY DETAIL A CUTAWAY SCALE: I/2' -V-0" 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') V FROM EACH END AND 18` EXISTING BLK ABV. O.G. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON I/B' TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 1116' 055 SHEATHING MIN EMBEDMENT 1 1/41) 8' X. 2 X 4 16' O.C. MAFROM EACH END AND 18' (WHEN OVER Ib" X HEIGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' 2 X 8 (MIN 2 X 30 2-3/16 TAPCON lb' IN HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.145 2 X SOLID BLK'G 0ARCH MIN EMBEDMENT 1 1 1/4"1 MIN HEAD SIZE SECURE W/2 -12d EACH END /49 8' FROM EACH END AND 18" ATTACHMENT PER O.C. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'5 5PEC'5. MTL WDW FRAME 1/4' TEMPERED MASON ITE *NOTE: NO GAP 0 WPW FRAME GLUE 4 NAIL W/Sd'S 8'-12" O.C. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL B CUTAWAY SCALE: 1/2"=1'-0° ASPHALT SHINGLES OVER M 15 FELT ON 1/16' 0.5.5. PRE -ENG TRUSSES OR PRE -ENG GABLE TRUSS CONY. FRAMED RAFTERS 5PF 5TIFF5ACK (SEE SEALD ENG. PACK FOR r� SIZE 4 CONNECTION) 2x4 5FIF BLOCKING BETWEEN 4'-0" O.C. (AT SHEATHING SEAMS TRUSSES AT ' 0.5.5. 5HEATHING OR ` GOX PLYWOOD SECURED PER NAILING SCHEDULE 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 126 NAILS OR MIN. (4) 106 GUN NAILS 1x6 COLLAR TIE AT EVERT OTHER RAFTER W/ MIN. (3) 126 NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1x8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS 0 EA. TRUSS RAFTER TO TRU55 MTS -12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENG TRUSSES PRE -ENG. TRU55. ALTERNATE CONNECTION META -24 RAFTER TO BLK'G BETWEEN TRUSSES FIBERGLASS SHINGLES OVER " 15 FELT ON 1/16' 0.5.5. 10 CONV. FRAMED ROOF SCALE: 1/2"-1'-0' 0'-0' TO 30'-0' (1) 'X' BRACE 30-1' TO b0'-0' (3) 'X' BRACE 0 'X' BRACE 0 CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) (2) 2X4 'M2 5YP DIAGONAIL BRACE W/ 3-12d a EA TRUSS l DIAGONAIL BRACE TO COVER 5-TRU55E5 2X4 BLOCKING FIRST 2 5AY5 AT SHEATHING SEAMS (2) 106 NAILS EA END TO TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR / SIZE 4 CONNECTION) 1/16" 055 SHEATHING USE ad NAILS AT 4" o.c. EDGE 4 b" o.c. FIELD 2X4 W/ 3/8' X 5 LAG 632' O.G. OR SIMPSON MSTA-24 9 32' O.0 SHEATHING NAILING TO BE 6'-8' O.C. IN FIELD 4' O.C.OALL EDGES W/5d NAILS 2-S SCALE: F INI5H 6 L,4ND INCA 3/4" PLYWOOD F.F. D5L 2X& GOMMOM TRUSS 24' o.c. �1/2' CLC. BOARD NAIL CONT. RAT RUN TO TRU55 W/ (2) 12d * EA. TRU55 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16" O.C. MAX. " 1115 UPLIFT SIMPSOM HTSM20 W/10 106 TO TRU55 AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL " 1900 UPLIFT (2) 51MP50M HT5M20 INSTALLED ON OPPOSITE FAGE5 OF BLOCK WALL W/10 106 TO TRU55 AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAPCONS MIN. 2' COVER 2' APART 'TRUSS ANCHOR RETROFIT N.T.S. 12 z 3/4" PLYWOOD WITH � 12-D C©MM°Ns LANDING DETAIL „ N,41LED THRU 3/4 FINISH 6 L,4NDING PLYWOOD INTO 3/4" PLYWOOD F.F. 1 Er4Cl-I STi�'INER ,r' 3-2x12 5YF STRINGER 1 D5L 2X12 REINFORCED W/2X4 BPFOR JOIST W/CONT. 5E,4D OF 5U5 -FLOOR ,4DHE5IVE FL -400 OR SIMILAR � E,4 HOR I ZONT,4L RUN SECURE TRE,4D5 TO STRINGER W/(3)0& 3" SCREWS s E,4 STRINGER, UNTHRE,4DED SH,4NK TO EXTEND BEYOND THICKNE55 OF BUS -FLOOR SHEATHING NOTE: ST,4IRS RISERS TO CONFORM TO F5C 2010 2R+1T=24"-25" 3/1(0" M,4X, Y,4R1,4TION IN RISER5/TRE,4D5 ,4DJ,4CENT TO E,4CH OTHER 3/5" M,4X. V,4RI,4TION IN 4NY RI5ER/TRE,4D H,4NDR,41L CIRCUL,4R CROSS SECTION D1,4. TO BE 13/411 +-1/4" OR PROVIDE EQUIV,4LENT GR,43F45IL I TY WINDERS- MIN. 6" WIDE e N,4RROW END MIN. II" WIDTH s 12" FROM NARROW END 34" MIN. HANDR,41L HGT. 36" MIN. FINISH WINDER DETAIL 2X12 TRE,4D CUT TO FIT —1X5 RI5ER 1/Tl LESS TH,4N 4" TYF. BETWEEN SPINDLES FA HAND RAIL 1/2" DRYW,4LL IX10 TRIM - I" NOSING TYP, (3) 10d CUT N,411_5 2 X 4 P.T. Kx 5LEEF`ER INTO m 5L,45 STAIR SECTION DETAILS SCALE. 3/4"=1'-0" A R C H I T E C T S Design oupinc. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUDDIv. a LST: TUSCA PLACE NORTH LOT #1008 PROJECT# 02108.008 ]fit]DMU 2498" GARAGE SWING: RIGHT PAGE: MISC. DETAILS CARCHITECT. STATE OF FLORIDA PRINT DATE: 08/28/12 :SCALE: 1 /4" =1' - 0" SHEET D5F(�� z-31 CONT. 2x4 SPF RAT RUN SECURED W/ (2) 12d'a 0 EACH TRUSS 2x4 BLOCKING UNDER (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) WALL 5TUD5 SCURE 12d'6 * EACH TRUSS (DIAGONAL BETWEEN TRUSS BAYS W/ X-BRAGING TO COVER 5 -TRUSSES (3) 12d's EACH END �` GYPSUM BOARD OR 2x DOUBLE TOP PLATE HIGH STRENGTH CLG. 5TUD5 * Ib' D.C. NOTE: BOARD MTS -12 •a EVER STUD DIAGONAL BRACE 0 CENTER OF TRU55 SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE 0 ANY SPAN 15'-0" OR GRATER REFER TO 2X4 $T. PLATE TRU55 ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-0' (1) X -BRACE 30'-1' TO b0'-0' (3) X -BRACE (1) X-15RACE -9 CENTER AND (2) DORMER BRACE DIVIDED EG+UALY FROM CENTER TO END ATTACHMENT SCALE: I/2°=I _®' GABLE X—BRACING SCALE: 1/2".V -0- 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 126 NAILS OR MIN. (4) 106 GUN NAILS 1x6 COLLAR TIE AT EVERT OTHER RAFTER W/ MIN. (3) 126 NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1x8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS 0 EA. TRUSS RAFTER TO TRU55 MTS -12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENG TRUSSES PRE -ENG. TRU55. ALTERNATE CONNECTION META -24 RAFTER TO BLK'G BETWEEN TRUSSES FIBERGLASS SHINGLES OVER " 15 FELT ON 1/16' 0.5.5. 10 CONV. FRAMED ROOF SCALE: 1/2"-1'-0' 0'-0' TO 30'-0' (1) 'X' BRACE 30-1' TO b0'-0' (3) 'X' BRACE 0 'X' BRACE 0 CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) (2) 2X4 'M2 5YP DIAGONAIL BRACE W/ 3-12d a EA TRUSS l DIAGONAIL BRACE TO COVER 5-TRU55E5 2X4 BLOCKING FIRST 2 5AY5 AT SHEATHING SEAMS (2) 106 NAILS EA END TO TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR / SIZE 4 CONNECTION) 1/16" 055 SHEATHING USE ad NAILS AT 4" o.c. EDGE 4 b" o.c. FIELD 2X4 W/ 3/8' X 5 LAG 632' O.G. OR SIMPSON MSTA-24 9 32' O.0 SHEATHING NAILING TO BE 6'-8' O.C. IN FIELD 4' O.C.OALL EDGES W/5d NAILS 2-S SCALE: F INI5H 6 L,4ND INCA 3/4" PLYWOOD F.F. D5L 2X& GOMMOM TRUSS 24' o.c. �1/2' CLC. BOARD NAIL CONT. RAT RUN TO TRU55 W/ (2) 12d * EA. TRU55 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16" O.C. MAX. " 1115 UPLIFT SIMPSOM HTSM20 W/10 106 TO TRU55 AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL " 1900 UPLIFT (2) 51MP50M HT5M20 INSTALLED ON OPPOSITE FAGE5 OF BLOCK WALL W/10 106 TO TRU55 AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAPCONS MIN. 2' COVER 2' APART 'TRUSS ANCHOR RETROFIT N.T.S. 12 z 3/4" PLYWOOD WITH � 12-D C©MM°Ns LANDING DETAIL „ N,41LED THRU 3/4 FINISH 6 L,4NDING PLYWOOD INTO 3/4" PLYWOOD F.F. 1 Er4Cl-I STi�'INER ,r' 3-2x12 5YF STRINGER 1 D5L 2X12 REINFORCED W/2X4 BPFOR JOIST W/CONT. 5E,4D OF 5U5 -FLOOR ,4DHE5IVE FL -400 OR SIMILAR � E,4 HOR I ZONT,4L RUN SECURE TRE,4D5 TO STRINGER W/(3)0& 3" SCREWS s E,4 STRINGER, UNTHRE,4DED SH,4NK TO EXTEND BEYOND THICKNE55 OF BUS -FLOOR SHEATHING NOTE: ST,4IRS RISERS TO CONFORM TO F5C 2010 2R+1T=24"-25" 3/1(0" M,4X, Y,4R1,4TION IN RISER5/TRE,4D5 ,4DJ,4CENT TO E,4CH OTHER 3/5" M,4X. V,4RI,4TION IN 4NY RI5ER/TRE,4D H,4NDR,41L CIRCUL,4R CROSS SECTION D1,4. TO BE 13/411 +-1/4" OR PROVIDE EQUIV,4LENT GR,43F45IL I TY WINDERS- MIN. 6" WIDE e N,4RROW END MIN. II" WIDTH s 12" FROM NARROW END 34" MIN. HANDR,41L HGT. 36" MIN. FINISH WINDER DETAIL 2X12 TRE,4D CUT TO FIT —1X5 RI5ER 1/Tl LESS TH,4N 4" TYF. BETWEEN SPINDLES FA HAND RAIL 1/2" DRYW,4LL IX10 TRIM - I" NOSING TYP, (3) 10d CUT N,411_5 2 X 4 P.T. Kx 5LEEF`ER INTO m 5L,45 STAIR SECTION DETAILS SCALE. 3/4"=1'-0" A R C H I T E C T S Design oupinc. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUDDIv. a LST: TUSCA PLACE NORTH LOT #1008 PROJECT# 02108.008 ]fit]DMU 2498" GARAGE SWING: RIGHT PAGE: MISC. DETAILS CARCHITECT. STATE OF FLORIDA PRINT DATE: 08/28/12 :SCALE: 1 /4" =1' - 0" SHEET D5F(�� z-31 '. FLASHING TO gXTENID ONTO PIPE WHERE METAL PLASTER BASE WOOD 544EATHING REQUIRED TO SECURE .. WITH BACKING 16 USED, THE PIPE/ WIRE TO FRAMING 4'x4'6ELP-AD4ERING MEMBRANE VERTICAL AND HORIZONTAL LAP FLASHING OVER APPROVED JOINTS SHALL BE BACKING ON 2L I HOUSE WRAP. BACKING AND METAL ON METAL. RIM �Ivzz �R FLASHING TO EXTEND ONTO PIPE PER ASTM C1063 1.83 I z 1' MIN LATH LAP, L LAP 4' OVE5/& R ' CONT. BEAD OF 5EALANT 7 AL APER LAP —INSTALL APPROVED 1�40U51E=WRAFAIR SCALE: 11/2'm1'-0' INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYP WALL SECTION) r 4 VERTICAL LATH & PAPER DETAIL SECTION PER FBC Exterior IathIna and plasterina WOOD STUDS Exterior use of portland cement plaster shall comply with the application ONE VERTICAL—PIECE NOTE: SHEATHING requirements of ASTM C 926-11A. "M" TYPE CONTROL JOINT SIDE LAPS OF METAL Installation of exterior lathing and framing PLASTER BASES SHALL BUILDING shall comply with ASTM C 1063-11A. BE SECURED TO PAPER VMIN. FRAMING MEMBERS. LAP THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.04"15 -IN. (121 -MM) STUCCO V 0 LAP LATH WIRE AT INTERVALS NOT 3' LAP 0 PAPER MORE THAN S' (229 -MM). AS PERA5TM 01063 1,51 I. FOLD INWARD PT. A I. FOLD INWARD PT. A NOTE- ff=E N A T I N DETAIL 2. CREASE 0 FT. 8 FOR REPAIR OF TIEAR5 HORIZONTAL LATH ()FOLD KICKU"UT IN WR5 LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE DETAIL- PER MANUP. SPEC. OR FOLD W001�) SHE,4TH INCA WR5 LAYER 01, STUCCO WR,4f=' 1. FOLD INWARD I. FOLD INWARD PT. A FT. A 2. CREASE a PT. 5 THICK, 3 COAT CEMENT nr PLASTER 2. CREASE * PT. B 5. CREASE 0 f:T- C .S. CREASE 0 PT- C 4. t --OLD PT. C OVER PT. METAL LATH 15 KILL PT. 0 TOUCHES BOTTOM FLANGE GEND L E CT L,4F WR5 4 T,4f=E OVER .k ROOF/WALL SCREED 1R,4 INANE FILANE (LUfRE3 0-1 "Ll' TYPE CONTINUOUS Wf;;�AF) FOLD 37 11 BOTTOM GALV_ MET,4L FL,45HING FLANGE WATERTIGHT (N,4[L TO ROOF DECK, NOT SAL. FOLD, 00 LA"*�F_5� #2 (F0f;PT1F15F=F� ----------- W,4LL 5HE,4THING) CUT. ti C,,4f= SHINGLE — DO NOT NAI 5UILDINS FAFF F) IN5T,4LL WITH ROOF CEMENT J" THICK, 3 COAT CEMENT PLASTER METAL LATH X -X -X -x UJR15 LAYER 02, FORTIF15ER BUILDING PAPER LLR13 LAYER *1, STUCCO WRAF ROOF GEMENT STUCCO LAP LAYERS Or- BUILDING WRAP SHINGLE ROOFING OVER NAIL 11�4 rLANGE, STOP WR5 APPROX. IV ABOVE SHINGLES WOOF,) &HEATkNG SCREEDL"'LLCRR o _5x5WALLr-LA8HING (L —KICK -OUT FLASHING (SEE �5ELF-ArD�4ESIvE FLASHING� DETAIL) FELT LNDERLAYMENT , WATER TIGHT SEAL (BEND OR SOLDER, DO NOT CUT NOTE. INSTALL KICKOUT FLASTI-JING FLASHING AT BOTTOM OF ROOF 4 SHINGLE ROONW-1 WALL INTERSECTIONS 5 DRIP EDGE_ OVERLAP 2', 5GALE: 1/2"=I'—O" EXTEND Y4113ELOW SHEATHING, MECHANICALLY FASCIA WRAP FASTEN 12" OC. MAX. F -A R C H IT E C TS M Design r u P c Goin. 1441 N. RONALD REAGAN BLVD. IN JBLVD, LONGWOOD, FL 32750 PH: 407-774�6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 (o' MIN PAPER LAP BELOW ONLY UJR15 LAYER 02, FORTIP115ER 46,1 METAL LATH L WR5 LAYER 42, PORTIPI ER BUILDING PAPER 4*x4' 5ELF-ADHERING MEMBRANE &'x&' SELF -ADHERING MEMBRANE 4'x4' BUILDING PAPER WR5 LAYER fl, PL,46HING; (COMPATIBLE W/ HOUSE FLASHING OVER V. TO NOTE: APPROVED BUILDING WRAP 49 WRAP MATERIAL) OVER HOUSE WRAP. 5ELF-ADHERING MEMBRANE 51 MIN. 13AP M�lj 1 3' MIN. -----4(, SHALL BE LAPPED A MINIMUM OF "0 INSTALL FASTENERS (CLIPS, - Ari, 1- &_ , . & APPROVED FI-45HING; TO EXTEND ONTO PIPE . .. . ..... FLASHING OVER APPROVED HOUSE WRAP. "M' LU o ERTICAL LAPS (ROLL VIE ...... ... .... ONE-PIECE VERTICAL ENDS) 4 &1 ® HORIZONTAL LAPS. I' OR LE56 PIPE SELF -ADHERING MEMBRANE TYPE CONTROL JOINT5ACKINGSHALL ALL SEAMS NEED TO BE TAPED BE LAPPED NOT . . .... PENETRATION FLASHING (COMPATIBLE W1 HOUSE ATTACHED TO WIRE LATH WITH FORT15ER SHEATHING TAPE LESS THAN 2" ON WALLS, THE ...... WRAP MATERIAL) OVER 4'x4' W/WIRE TIE OR NYLON 0 BACKING SHALL BE LAPPED 50 TO THE SELF -ADHERING MEMBRANE WIRE TIE (INLINE) 140 L56 WATER WILL FLOW FLASHING OVER APPROVED TENSIL STRENGTH EXTERIOR. BACKING SHALL NOT PLASTER ......... HOUSE WRAP. UL -1565, MIL -6-231w. THICK, 3 COAT CEMENT BE PLACED BETWEEN FLASHING TO EXTEND ONTO PIPE WIRE TIE LATH TO OUTSIDE OF APPLIANCE PLASTER BASE (LATH) AND FLANGES OF ACCESSORIES. METAL LATH TO .... ... ... FLANGE Iffi'll O.C.WR5 LAYER *2, FORTIF15ER METAL FLANGE CONTACT SHALL BUILDING PAPER V MIN. LAP METAL LATH BE REQUIRED TO ENSURE THAT METAL LATH FLANGES ARE MECHANICALLY CUT AND OVERLAP ONE SIDE OF LATH SHALL NOT BE WR5 LAYER 01, X LOCKED TOGETHER. PER ASTM C106,3 SELF -ADHERING MEMBRANE CUT AND OVERLAP ONE SIDE OF CONTINUOUS THROUGH CONTROL JOINTS BUT STUCCO WRAP X—X— FLASHING SELF -ADHERING MEMBRANE SHALL BE STOPPED FLASHING AND TIED AT EACH WOOD SHEATHING METAL LATH STEP 01 9!5 an 5TF_r7 "A SIDE. PER ASTM ClOb3 IT WR5 LAYER 01, 1.10.1.4 01, THICK, 3 COAT CEMENT STUCCO WRAP Zz WR5 LAYER STUCCO WRAP PLASTER Fr_ WR5 LAYER 02, FORTIFIDER METAL LATH BUILDING PAPER '. FLASHING TO gXTENID ONTO PIPE WHERE METAL PLASTER BASE WOOD 544EATHING REQUIRED TO SECURE .. WITH BACKING 16 USED, THE PIPE/ WIRE TO FRAMING 4'x4'6ELP-AD4ERING MEMBRANE VERTICAL AND HORIZONTAL LAP FLASHING OVER APPROVED JOINTS SHALL BE BACKING ON 2L I HOUSE WRAP. BACKING AND METAL ON METAL. RIM �Ivzz �R FLASHING TO EXTEND ONTO PIPE PER ASTM C1063 1.83 I z 1' MIN LATH LAP, L LAP 4' OVE5/& R ' CONT. BEAD OF 5EALANT 7 AL APER LAP —INSTALL APPROVED 1�40U51E=WRAFAIR SCALE: 11/2'm1'-0' INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYP WALL SECTION) r 4 VERTICAL LATH & PAPER DETAIL SECTION PER FBC Exterior IathIna and plasterina WOOD STUDS Exterior use of portland cement plaster shall comply with the application ONE VERTICAL—PIECE NOTE: SHEATHING requirements of ASTM C 926-11A. "M" TYPE CONTROL JOINT SIDE LAPS OF METAL Installation of exterior lathing and framing PLASTER BASES SHALL BUILDING shall comply with ASTM C 1063-11A. BE SECURED TO PAPER VMIN. FRAMING MEMBERS. LAP THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.04"15 -IN. (121 -MM) STUCCO V 0 LAP LATH WIRE AT INTERVALS NOT 3' LAP 0 PAPER MORE THAN S' (229 -MM). AS PERA5TM 01063 1,51 I. FOLD INWARD PT. A I. FOLD INWARD PT. A NOTE- ff=E N A T I N DETAIL 2. CREASE 0 FT. 8 FOR REPAIR OF TIEAR5 HORIZONTAL LATH ()FOLD KICKU"UT IN WR5 LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE DETAIL- PER MANUP. SPEC. OR FOLD W001�) SHE,4TH INCA WR5 LAYER 01, STUCCO WR,4f=' 1. FOLD INWARD I. FOLD INWARD PT. A FT. A 2. CREASE a PT. 5 THICK, 3 COAT CEMENT nr PLASTER 2. CREASE * PT. B 5. CREASE 0 f:T- C .S. CREASE 0 PT- C 4. t --OLD PT. C OVER PT. METAL LATH 15 KILL PT. 0 TOUCHES BOTTOM FLANGE GEND L E CT L,4F WR5 4 T,4f=E OVER .k ROOF/WALL SCREED 1R,4 INANE FILANE (LUfRE3 0-1 "Ll' TYPE CONTINUOUS Wf;;�AF) FOLD 37 11 BOTTOM GALV_ MET,4L FL,45HING FLANGE WATERTIGHT (N,4[L TO ROOF DECK, NOT SAL. FOLD, 00 LA"*�F_5� #2 (F0f;PT1F15F=F� ----------- W,4LL 5HE,4THING) CUT. ti C,,4f= SHINGLE — DO NOT NAI 5UILDINS FAFF F) IN5T,4LL WITH ROOF CEMENT J" THICK, 3 COAT CEMENT PLASTER METAL LATH X -X -X -x UJR15 LAYER 02, FORTIF15ER BUILDING PAPER LLR13 LAYER *1, STUCCO WRAF ROOF GEMENT STUCCO LAP LAYERS Or- BUILDING WRAP SHINGLE ROOFING OVER NAIL 11�4 rLANGE, STOP WR5 APPROX. IV ABOVE SHINGLES WOOF,) &HEATkNG SCREEDL"'LLCRR o _5x5WALLr-LA8HING (L —KICK -OUT FLASHING (SEE �5ELF-ArD�4ESIvE FLASHING� DETAIL) FELT LNDERLAYMENT , WATER TIGHT SEAL (BEND OR SOLDER, DO NOT CUT NOTE. INSTALL KICKOUT FLASTI-JING FLASHING AT BOTTOM OF ROOF 4 SHINGLE ROONW-1 WALL INTERSECTIONS 5 DRIP EDGE_ OVERLAP 2', 5GALE: 1/2"=I'—O" EXTEND Y4113ELOW SHEATHING, MECHANICALLY FASCIA WRAP FASTEN 12" OC. MAX. F -A R C H IT E C TS M Design r u P c Goin. 1441 N. RONALD REAGAN BLVD. IN JBLVD, LONGWOOD, FL 32750 PH: 407-774�6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 (o' MIN PAPER LAP BELOW ONLY UJR15 LAYER 02, FORTIP115ER METAL LATH L WR5 LAYER 42, PORTIPI ER BUILDING PAPER &'x&' SELF -ADHERING MEMBRANE 4'x4' BUILDING PAPER WR5 LAYER fl, FLASHING OVER V. TO STUCCO WRAP 5ELF-ADHERING MEMBRANE 51 MIN. 13AP M�lj 1 3' MIN. -----4(, INSTALL FASTENERS (CLIPS, - Ari, 1- &_ , . & I FLASHING OVER APPROVED HOUSE WRAP. '. FLASHING TO gXTENID ONTO PIPE WHERE METAL PLASTER BASE WOOD 544EATHING REQUIRED TO SECURE .. WITH BACKING 16 USED, THE PIPE/ WIRE TO FRAMING 4'x4'6ELP-AD4ERING MEMBRANE VERTICAL AND HORIZONTAL LAP FLASHING OVER APPROVED JOINTS SHALL BE BACKING ON 2L I HOUSE WRAP. BACKING AND METAL ON METAL. RIM �Ivzz �R FLASHING TO EXTEND ONTO PIPE PER ASTM C1063 1.83 I z 1' MIN LATH LAP, L LAP 4' OVE5/& R ' CONT. BEAD OF 5EALANT 7 AL APER LAP —INSTALL APPROVED 1�40U51E=WRAFAIR SCALE: 11/2'm1'-0' INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYP WALL SECTION) r 4 VERTICAL LATH & PAPER DETAIL SECTION PER FBC Exterior IathIna and plasterina WOOD STUDS Exterior use of portland cement plaster shall comply with the application ONE VERTICAL—PIECE NOTE: SHEATHING requirements of ASTM C 926-11A. "M" TYPE CONTROL JOINT SIDE LAPS OF METAL Installation of exterior lathing and framing PLASTER BASES SHALL BUILDING shall comply with ASTM C 1063-11A. BE SECURED TO PAPER VMIN. FRAMING MEMBERS. LAP THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.04"15 -IN. (121 -MM) STUCCO V 0 LAP LATH WIRE AT INTERVALS NOT 3' LAP 0 PAPER MORE THAN S' (229 -MM). AS PERA5TM 01063 1,51 I. FOLD INWARD PT. A I. FOLD INWARD PT. A NOTE- ff=E N A T I N DETAIL 2. CREASE 0 FT. 8 FOR REPAIR OF TIEAR5 HORIZONTAL LATH ()FOLD KICKU"UT IN WR5 LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE DETAIL- PER MANUP. SPEC. OR FOLD W001�) SHE,4TH INCA WR5 LAYER 01, STUCCO WR,4f=' 1. FOLD INWARD I. FOLD INWARD PT. A FT. A 2. CREASE a PT. 5 THICK, 3 COAT CEMENT nr PLASTER 2. CREASE * PT. B 5. CREASE 0 f:T- C .S. CREASE 0 PT- C 4. t --OLD PT. C OVER PT. METAL LATH 15 KILL PT. 0 TOUCHES BOTTOM FLANGE GEND L E CT L,4F WR5 4 T,4f=E OVER .k ROOF/WALL SCREED 1R,4 INANE FILANE (LUfRE3 0-1 "Ll' TYPE CONTINUOUS Wf;;�AF) FOLD 37 11 BOTTOM GALV_ MET,4L FL,45HING FLANGE WATERTIGHT (N,4[L TO ROOF DECK, NOT SAL. FOLD, 00 LA"*�F_5� #2 (F0f;PT1F15F=F� ----------- W,4LL 5HE,4THING) CUT. ti C,,4f= SHINGLE — DO NOT NAI 5UILDINS FAFF F) IN5T,4LL WITH ROOF CEMENT J" THICK, 3 COAT CEMENT PLASTER METAL LATH X -X -X -x UJR15 LAYER 02, FORTIF15ER BUILDING PAPER LLR13 LAYER *1, STUCCO WRAF ROOF GEMENT STUCCO LAP LAYERS Or- BUILDING WRAP SHINGLE ROOFING OVER NAIL 11�4 rLANGE, STOP WR5 APPROX. IV ABOVE SHINGLES WOOF,) &HEATkNG SCREEDL"'LLCRR o _5x5WALLr-LA8HING (L —KICK -OUT FLASHING (SEE �5ELF-ArD�4ESIvE FLASHING� DETAIL) FELT LNDERLAYMENT , WATER TIGHT SEAL (BEND OR SOLDER, DO NOT CUT NOTE. INSTALL KICKOUT FLASTI-JING FLASHING AT BOTTOM OF ROOF 4 SHINGLE ROONW-1 WALL INTERSECTIONS 5 DRIP EDGE_ OVERLAP 2', 5GALE: 1/2"=I'—O" EXTEND Y4113ELOW SHEATHING, MECHANICALLY FASCIA WRAP FASTEN 12" OC. MAX. F -A R C H IT E C TS M Design r u P c Goin. 1441 N. RONALD REAGAN BLVD. IN JBLVD, LONGWOOD, FL 32750 PH: 407-774�6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUISIDIV. & L011%. TUSCA PLACE NORTH LOT #1008 PP.OJECT# 02108.008 MODIM "2498" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA 08/28/12 SCALE: 1/4"=l' -O" SHEET WAS op"') 3 111 -3 LU Wn 4) Z LU 0 SUISIDIV. & L011%. TUSCA PLACE NORTH LOT #1008 PP.OJECT# 02108.008 MODIM "2498" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA 08/28/12 SCALE: 1/4"=l' -O" SHEET WAS op"') 3 5TUCCO INSTALL 6" SELF-ADPERINCa FINISH WOOD SHEATHING MEMBRANE FLASHING OVER (0" SELF ,41;)HE51VE° TOP, SIDE(S) AND BOTTOM G,45LE -ENj� TRU55 WRB LAYER *I, FLANGES OF NON-MOYAI-SLE OVER TOP 4 SIDES STUCCO WRAP FRAME OF THE EXHAUST_; i k .,, WRB LAYER *2, FORTIFIBER SEQUENCE OF FLASHING TO BE: SELF WOOD SHEATHING BUILDING PAPER I. SOTTO" I, 2'. SIDES, 3. TOP FLASHING '' ` � . ,. •• : UNIT ` ` WRB L,4YE R *1, s .; METAL LATH WOOD 'F 7/8" TEXTURED X. VENT GAP la TO BE SET IN BED ' STUCCO WRAP WOOD 'FINISH -0 WOOD OF ES ONLY. IC S TOP AND FA?�Ti=N T© WOOD STRUCTURAL � • SIDES ONLY, SEALANT IS TO BE Pr'E1"1ANUF. DR'I'ER �.. " �.: •� I� TOOLED SOS AS TO DEFLECT VENT CAP ( 5E T IN II ER AWAY FROM JOINTS. # MEMBER 7" D.G. MAX WATER CONT. SEALANT) ,; WRB LAYER 2, FORTIFIBER s' crlu c. E -z BEAD ALL AROUND k, BU ILD ING PAFER YENT-APPLY SEALANT ALL UJEEP SGIEDWALL 4 • .. JOINTS AND INTERSECTIONS . ` 5EALANT APPLY SEALANT AT PERIMETER OF x ..: I?• •: cv F BACKER ROP I' ( NON-MOVABLE FRAME AND STUCCO TOP 4 SIDES THICK, 3 COAT CEMENT ON ALL 51DES, Y4" CAULKING Q JOINT I � , PLASTER � •a=: ALL AROUND r -'Ya" 6' WIDE STRIP SELF ADHE5DRYER VE N 1 (BLOC KCl � �Is" MASONRY FLASHING, CLEAN PER F BC Exterior lathingand plastering ,q � � ��& �� TO ��a �� 1'""I I C7 - t�1,�L L Ji,} M,480NRi' BEFC+RE APPLYING Exterior use of portland cement plaster WEEP SCREED TEXTURED ,; BACKER ROD I ' "''' shall comply with the application ., FINISH a MASONRY I requirements of ASTM C 926-11A. I< B HORIZONTAL WEEP SCREED (0" SELF-ADHESIVE Installation of exterior lathing and framing FLASHING FRAME TO BLOCK) shall comply with ASTM C 1063-11A: BUILD ING PAPER I� x: OVER "QUICK WRB LAYER *1, II :: FL,45}--I" -. WOOWALLF-) FRAMED STUCCO WRAP �...• HOODED VENT :• — — HORIZONTAL WEEP SCREED LEGENIE) J' THICK, 3 COAT CEMENT PLASTER PIPE THROUGH / METAL LATH WALL (FRAME TO FF�,AI�/IE) DRAINAGE PLANE (WR WRB LAYER *2, FORTIFIBER ` LA)"E f R #1, STUCCO UJR,4P) BU ILD ING PAPER \ WOOD SHEATHING — WRB LAYER #2 CFORTIFIBER DRYER VENT ( FRAME) "QUICK FLA54' �,� BuILLDING PAPER) l� (INSTALL E'EN', MANUF. 1` SPECS.) IET,4L L,4TH X X X x a BUILDING PAPER �TUGG® UNDER "QUICK FLASH" WRB LAVER #1, CUT OPENING IN — 6TUGG0 WRAP UJOOD SHEATHING APPROVED H0U5EWRAE' FOR BOX INSTALLATION VENT PENETRATION ��-��IV ��,��ING A cut x INTO A WRB LAYER *1, SELF -ADHERING SCALE: N.T.S. STUCCO WRAP MEM3RANE FLASHING APPLY SELF -ADHERING 1.000D SHE,4T1-IINC� I"1E1`'�BRANE FLASHING 1 OVER BOX AND OVER ,APPROVED WRB LAYER 5TH' #1 5T' #2 APPROVED HOUSEWRAP LAYER W R *1 RB BELOW STUCCO WRAI`' 1 ELEC. METER FIELD VERIF''r LOCATION CUT SUCH THAT APPLY 60 MIN SELF -ADHERING ELEC. METER FIELD NO MEMBRANE GRADE "D" FELT MEMBRANE FLASHING VERIFY LOCATION ENTERS BOX, OVER Y STUCCO SCfi,,4TCH COATAPPLY TO FACE SELF -ADHERING ''PPL EDGE FLASHING OVER AND ONE (1) LAYER OF FAINT APROVED PRIOR TO INSTALLING ELEC. HOUSEWRAP METER WRB LAYER *2, FORTIFIBER BU ILD ING PAPER CAVITY TO BE FILLED &TEF #3 WITH RIGID POLYMERIC ST E F #-4- I&OCYANCTE—POLY5LEND FOAM C "GREAT STUFF" OR SIMILAR) ,4P1~'LY SILICON — ELA5TOMERIC AREA TO RECEIVE B,45E SE,4L,4NT ,4T POINT 5TUCCCOATING OVER STUCCOSGR,4TGH GOAT THAT ELEC. WIRE PENETRATES 5EE TYPICAL (WALL 4 1 GOAT OF P,41NT W/5,4(7,<—APPLY E -z BEAD '°•°'°'° SECTION) ROLL �'Rf OR TO OVER (oO MIN ' ° ' ° ' ° ° INSTA ,4TION GRADE ° o 0. METAL LATH ELEC. METER LL FELT -PROVIDE ° • ° SEALANT AT ALL ° ° JOINTS AND •° ° ° ° INTERSECTIONS ' ° ° ° • ° ° ° PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT STEF &TEf= ELECTRICAL CONDUIT PENETRATION 9 ELECTRICAL RECEPTACLE A R C H IT E C T S L�F�F1 IV. 1'SVIY1iLIJ I[GY141li1Y vLVV. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBIXV. a LRJT: TUSCA PLACE NORTH LOT #1008 PP.OJECT# 02108.008 MODEL: "2408" Ga♦AFtAGE SWING: RICHT PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA JAMS CANTWE ARNO 12079 DATE: 08/28/12 SCALE: 1/4"=f-01" SHEET WA2 111 U � LLU a q ZQ O U Z d7 z z W A � � SUBIXV. a LRJT: TUSCA PLACE NORTH LOT #1008 PP.OJECT# 02108.008 MODEL: "2408" Ga♦AFtAGE SWING: RICHT PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA JAMS CANTWE ARNO 12079 DATE: 08/28/12 SCALE: 1/4"=f-01" SHEET WA2 CyF� COLUMN SHEATHING T; WEATHER RESISTIVE LEuhND- 3" X 3" 2(o GA. GALV. r' ': BARRIER *1 FINISH LAYER (2 LAYER METAL DRIP EDGE r r I y WOOD SHEATHING i I �• ': WEATHER RESISTIVE PEEL STICK) r _ SET IN FULL BED OF / BARRIER *2 D�'�INAC� FLANS (o 11 PEEL r ` SEALANT, v2" MIN. STICK � DRIP SPACE FROM DRIP // .* S.A.F. LAYER 1, STUCCO WfR,�f ) WOOL: WRB LAYER *1, EDGE TO FACE TO TREX / I PEEL 4 STICK CONSTRUCTION STUCCO WRAP DECK \\ / I 1 X2'x3' "L' FLASHING UJR L fie l 1*2 (FCfRTIFI5EfR FULLY EMBEDDED 3/4" HAT CHANNEL I WRB LAYER *2, FORTIF15ER 1 I I +' ' WA/s" TYPE X DRYWALL I y4" IN ROOF GEMENT l..�IL.D INC �� j•= BUILDING PAPER I ! y4 DAPSEALANT BACKER „ 1 k x 3 26 GA. GALV. X X X X j'. I Y"X1 3/4" P.T. OR SIMULATED M ' METAL DRIP EDGE TAA LATH WOOD (TREX) FILLER, �:� --— VINYL CASING BEAD y4" GAP 1=0R BACKER SET IN FULL BED OF WOOD SHEATHING ` THICK, 3 COAT CEMENT CONTINUOUS / 1 SEALANT, Y2" MIN. . .. . _ , •. � ti � •� ROD 4 SEALANT .. , , .. , • A.. . •q b.. • .. a ` PLASTER WATER PROOFING lat �—I WEATHER RESISTIVE w SPACE FROM DRIP Tu C0 WRB LAYER *1, / LAYER l2 LAYER PEEL�� k .A; rr BARRIER *1 1 I`:• FACE TO TREX ` BARRIER WEATHER 01 RESISTIVE STUCCO WRAP VINYL CASING BEAD 1 h' STICK) WRAPPED FROM '_ — WEATHER RESISTIVE ` THICK, 3 GOAL CEMENT BALCONY DECK TO ..,oarl�I-MPULLED 1 BARRIER *2 I r WEATHER RESISTIVE SHEATH IN PLASTER / CANTILEVER Ara+rrrarcLaQrrr r \ BARRIER 2 1 WATER PROOFING 1st 1 '• I '` ,EXTERIOR COLUMN LAYER (2 LAYER PEEL AM�c+(a-WFWG-7BCd CUSTOM CASING BEAD~ I" PEEL & STICK I DECK MEMBRANE, •••GOMPONENT8PULLED \ / I \ 4 STICK) APART " CLARITY COLUMN SHEATHING . WRB LAYER *1, DRIP EDGE TO DECK l` EXTEND OVER DRIP SELF-ADHESIVE � A f N STUCCO WRAP I: _: - k• SUB FLOOR EDGE � \ �,° S.A.F. ®® 3" x 3" 2ro GA. GALV. I •, •.,,.•+ � PEEL 4 STICK ..,, \ " " • WRB LAYER *2, FORTIFIBER METAL DRIP EDGE . t I X2 x3 L FLASHING ., BU ILD ING PAPER — — — — — — — — — — — — —f\11 SET IN FULL BED OF SUB FLOOR - I I \FULLY EMBEDDED IN '\717' f , I '".' — — SEALANT, V MIN. ®® +ROOF CEMENTGABLE END TRUSS 1, 2' 13/4' P.T. OR 51MULATED / �4 I SPACE FROM DRIP " WOOD (TREX) FILLER, / 1 1 y" X 3' 2fo GA. GALV. m CONTINUOUS I / FACE TO TREX — — — - — — — — — *� ;„ , • , ! METAL DRIP EDGE VINYL CASING 5EAD 1 ' WEATHER RESI5TIVE Y4` GAP FOR BACKER" SET IN FULL BED OF 1 y XI I P.T. OR SIMULATED I; BARRIER 1 �`. �•.,. ;.: °',:::::':''' I .:: I WOOD (TREX) FILLER, SELF-A%�HEREING ROD 4 SEALANT I WATER PROOFING lot SEALANT, Y" MIN. WRB LAYER I, FLASHING WRAPPED LAYER (2 LAYER PEEL B SPACE FROM DRIP 3/4 RESILIENT I` WEATHER RESISTIVE * FINISH LAYER (2 LAYER `. CONTINUOUS I •� CORNER OF CANTILEVER � STICK) WRAPPED FROM •, /FACE TO TREX HAT CHANNEL •" BARRIER *2 STUCCO WRAP %g" PEEL 8 STICK) 1 I ' BALCONY DECK TO y4' CHAP FOR SEALANT -- VINYL CASING BEAD 1 3/4 RESILIENT I <� AMICO AMFo&-WFWC-_l8,a \ MIN /S" AMIGO AMrora-WFWC-780 HAT CHANNEL I CANTILEVER OPT. BACKER ROP. I f WATER PROOFING let VINYL CASING BEAD —\ �° THICK, 3 COAT GEMENT CUSTOM CA51NG BEAD \ G,�,I� CUSTOM CASING BEAD VINYL CASING BEAD I'� �" THICK, 3 COAT CEMENT MODIFIED SO I I�: LAYER (2 LAYER PEEL 4 1r' PLASTER DO NOT CAULK OR (W/OPT. WEEPS) I h' PLASTER METAL LATH 3/4 RESILIENT I k STICK) WRAPPED FROM SEAL GAP I HAT CHANNEL I 5ALCONY PECK TO 5/8" TYPE 'X" DRYWALL METAL LATH WOOD SHEATHING CANTILEVER W/TEXTURED 4 PAINTED 5/S' TYPE 'I DRYWALL 1 VINYL CASING BEAD I r I : WOOD SHEATHING W/TEXTURED d PAINTED I WEATHER RESISTIVE I FINISH ` r BARRIER 1 I THICK 3 GOAT CEMENT FIN15H + WEATHER RESISTIVE °' PLASTER" THICK, 3 COAT CEMENT 6 (2) 2x12 HEADER 1—HOUR CASING ° THICK, 3 COAT CEMENT BARRIER *2 5/5" TYPE 'X° DRYWALL I ; METAL LATH PLASTER 4" POSITIVE DRAIN BEAD D TL. Ca) CANT. PLASTER WEEP 5CREED W/TEXTURED PAINTED I WOOD SHEATHING I� ` 10A VINYL CORNER BEAD. FINISH� - '� 4 POSITIVE DRAIN SCALE: I 1/211=11-011 VINYL. CASING BEAD NO A IN FI �" THICK, 3 COAT GEMENT " VINYL CORNER BEAD I: ¢ WEEP SCREED 4 POSITIVE DRAIN • c GAP FIELD WEEP SCREED (SHOWN FOR CLARIFICATION OF PLASTER SEPARATE ACCESSORIES ONLY) NO A IN FIE D VINYL CASING BEANO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF 1—HOUR BALCONY DRIP VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) SEPARATE ACCESSORIES ONLY) 11A EDGE INSTALLATION 1—HOUR DRIP EDGE 1—HOUR BALCONY DRIP 11D INSTALLATION @ GABLE 11C EDGE INST.A.LLATION 9 COLUMN 6CALE: NTS WOOD SHEATHING 2x FRAMING 1`-'IEM5ER Cmu WRB LAYER *I, STUCCO WRAP " THICK, 3 COAT CEMENT PLASTER WOOD 5HE,4THING WRB LAYER *2, FORTIFIBER II Bu ILD INC PAPER i� ._-- -•- T. 2 1/2 L,4`,rER 01, 41— 2 1/2 ° CO1<'NEIR BEAD COINER E�4D METAL LATH n I STUCCO WJR,4P FASTENED TOSHEATHING (FASTENER 4 SPAC ING � 1 O.G., .: { y' ;: ,'; "'' " '� O.G. MAX. cis °THICK, 3 GOAT CEMENT I W IRB LAYER 02, FORTIFIBER FLASTER {_ I I BUILDING F',4RER (o "SELF -ADHERING \ I METAL LATH FLA5H ING i J THICK, 3 GOAT CEMENT (EXPLODED UJR5 WAFER #1, , I vlEw FOR PL,45TER '4 STUCCO WRAP CLARITY) DR I F' CAF' '• UJOOD SHEATHING ° 5/s" THICK, 3 COAT CEMENT FLA5TER APPLIED 1„IET,4L L,4T1-I DIfRECTL`i TO MA50NR)" ..;.• WINDOW FLANGE WJRB LAYER *12, FORTIFIBER WRB�L YER *1, BU I LD INCA i�4t�E1<' STucc WRAP WRB LAYER *2, FORTIFIBER BU ILD ING PAPER . A CORNER nEAD `a BLOC CORNER BEAD FRAME 4� ' METAL LATH \ I I 11-1� 1 " THICK, 3 COAT CEMENT PL,45TER _ 5ELF-AD I-4ERING � DRIF CAF -' WINDOW FLANGE 15B CASING BEAD Cab WINDOW (FRAME, NO BAND 4Design Grou p inc. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.corm � AA #: 0003325 SUDDIV. & Low: TUSCA PLACE NORTH LOT #1008 PRoaECT, 02108.008 MODEL• "2408" GARAGE SWING: RIGHT PACE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA JAME CA ELL AR 012 9 111 DAT NE: 08/280/12 :SCALE: 1/4"=l'—O" SIREET WA3 oF2 2) 4 w 73w uu (] D � Z � p i~ p u�_I z Q w A q) ti (p c r _ n SUDDIV. & Low: TUSCA PLACE NORTH LOT #1008 PRoaECT, 02108.008 MODEL• "2408" GARAGE SWING: RIGHT PACE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA JAME CA ELL AR 012 9 111 DAT NE: 08/280/12 :SCALE: 1/4"=l'—O" SIREET WA3 oF2 2) UJOOD Y4' Ca,4P t'1'P/ THICK, 3 GOAT GEMENT �.--`"^ CASING BEA"Vy+ PL,45TER" THICK, 3 COAT CEMENT J. To TRIM METAL LATH PLA5TER WRB L,4YER *1, 1X TRIM MEMBER SEALANT METAL LATH Wi�AF' WOOD SHEATHING e STUCCO TO ,. ,.' SIGHING TRANSITION WRB LAYER *2, C7RTI f5ER BUILDING P,4PER UJR5 LAYER, SORT IF f3ER".. ,. 3UILUINC PAPER x' —' y SIDING - I I WODP S+-IEATNINCa : WR5 LAYER 111 STUCCO WRAF MET,4L LATH`: :"�+' ; 77 '- r.;+;�ti ' ur ,, ,•:a WINDOW FRAME WRQ LA`1'Ei #2, FORTIFIBER M orf I ,.y I ' THICK, 3 GOAT GE ENT WRQ, L,4T ER #2, FORTIFISER_ PLASTER i I BUILDING P,41~' ' WR 3 LAYER fl, 01 �U I L 7 INC PAPER _;,' WRB LAYER STUCCO WRAP STUCCO WRAP A R C H I T E C TS jFDesign OFGroupine. 1441 N. RONALD RFAGAN BL' LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 E -Z 5EAD VINYL CASING "SELF-,4D1-�ERINC I 1-1ETAL LATS FLASHING ;'� CASING BEAD (W/3/a° FLEXI5LE PVC 5ACKER ROIL) z VINYA ANG // <' ,(ExPLODED TH IC;<, 3 COAT C;Et'IENT , L LED K, VIEW FOR PLASTER SELF-A4DHEREING �_ , FL,4S�I-IING OR PEEL 4 STICK 3 CASING F3EA4� I .. 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LASHING i WEATPER RESISTIVE BARRIER 01 CASING DEAD PLASTER / FLAS�-IING/ �= R RESISTIVE SEALANT TO WINDOW METAL LATH i DO NOT CAULK OR IIWEATHER • ro' SELF -ADHERING I ` FLASHING / DRIP GAF' SEAL OPENING GALV'n METAL WREN LATER �2, FORTIFI�3ER GALv'D METAL �.., 'Z" FLASHING �' 'z' FLASHING CAULK OR E3UILDINCx PA4PER WINDOW FLANGE DO NOT SEAL OPENING WINDOW FRAME CASING BEAD Cab WINDOW SIMULATED 14 a . - dOD SHEATHINGU7DTR STUCCO CA51NG o /BAND� BEAD IY4'X V SIMULATED(FRAME, TRIM MEMBER a , A. 15C A. 4 • p " �! SEAL GAP W/CAULKING OR APPROVED SEALANT STUCCO CASINO* BEAD WR5 LA'T'ER SIDING TO S TUC C O C) BLOCK TO FRAME STUCCO WRAF' .. svBraIv. Be LOT: WOOD SHEATHING TRANSITION (o" WIDE REEL 4 STICK, TUS C A PLACE OVER FLANGE NORTH WINDOW FLANGE LOT #1008 1"IETA4L LATH E - Z 15E,4D VIN"ILIC45ING PROJECT# 2X FRAMING (W/3/s" FLEXI5LE PVC 5A4CKER ROD) 02108.008 �R LA'1� R #1, MEM5ER �AFFL`,r FULL BED OF SEALANT 5ETWEEN MODELe WOOD &HEAT�IING FLANGE 4 5UILDING WRAF' X408 STUCCO UJRA41'' GARAGE SWING: BU ILD ING WRB LA,r'ER 02, FORTIFI5ER WRAP RIGHT � , WOOD CONSTRUCTION \ro' SELF-A DHERING PAGE: BEYOND FLASHING WOOD SHEATHING � ER W WEATHER A L L BARR��RESISTIVE RESISTIVETHICG, 3 COAT CEMENT &TU�d^WA� IBARRIER *1 t0 LAASSEMBLY HER RESISTIVE &I MIN. ABOVE TOPWEAT~L45T R BARRIER 2 OF "Z' r� EZ ]BEAD WINDOW CASING- DETAIL X I Y4" LAP 0- >< �,� #2✓�I I gl� REVEAL ! WEATHER RE515TIvE I I,� Ch' 5ELF-ADHERING z BARRIER *1 N�1 L ,ANG L E D i I FLASHING , s WEATHER RESISTIVE I BARRIER *? C,45ING 5EAD I - ' I E T A Lo LAT STARTER STRIP i GALV'D METAL VINYL C,45INGE,4D ~ \ DO NOT CAULK OR I 'Z" FLASHING ARGHITEGT� J SEAL OPI=NING --' g o >�loT CAULK OR NATE 4F FLORIDA ::g• ' g TH I C , 3 COAT CEMENT �►� �_T (EXPLODED GALv'D METAL \ WEATHER RESISTIVE SEAL OPENING VIEW FOR FL� A S T E I °Z' FLASHING BARRIER �"I TO LAP 1 Y4' X Co' 51MULATED _ _ 0 6" MIN. ABOVE TOP CLARITY) WOOn TRIM MEM 31ER OF Z FLA5HING R,4IN,4C' E L,�N (U RS E -Z BEAD VINYL CA5ING1 Ya' X �,' SIMULATED LAYER #1, STUCCO WR,4P) (W/Ne" FLEXIBLE PVC \ WOOD TRIM MEMBER I' BACKER ROD) SELF -ADHERING (o' SELF -ADHERING i FLASHING WR5 LAYER #2 (FORTIF-15ER FLASHING i l ! 51J I L D INC R,4f=E R ) Ys' THICK, 3 COAT ` 4, SEAL GAP W/CAULKING CEMENT PLASTER OR APPROVED SEALANT I I .JA S ANTWELL `'•'�!: WEATHER RESISTIVE METAL LATH X X X X N 12D79 WEATHER RESISTI>rE `--�-'• BARRIER *I BARRIER* I WEATHER RESISTIVE BEAD VINYL CASING JTUCCO p TCASIN � E AD Ca) RAIS—D BARRIER *2 (W/3/8' FLEXIBLE PVC BACKER ROD) DA= -0 8 A2 8 , 12 ,> SAND (FRAME) SIDING TO STUCCO W BIER RESISTIVE WOOD SHEATH IN17AC 1/4 =1 — 0 @) FRAME TO FRAME SHEET SCALE: 1 1/2"=P-011 TRANSITION SELF-ADHESIVE FLASHING — __ _ WA4 og CUT HOUSEWRAF AT 45° ANGLE MODIFIED 'I" CU" IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOS OVER SHEATHIN WD STUD WALL INSTALL r." SELF-ADHE FLASHING C NAILING FL, JAMBS EXTEND FL I" BELOW s FLEXIBLE f DO NOT BE FIN J 11 A -IL- --u— =MPORARILY QLD -UP 4 SEC OUSEWRAP (O' .ICK FLAP UNP t HEAD FOLD HOUSEIUI IN AT JAMBS 4 SLOPE SILL R vim/ JL Ju JL '%— 1ISTALL 6" SELF-ADHE =LASHING C ANYL HEAL :LASHING ( DAMS) NAIL :LANGE EXTEND SELF-ADHE =LASHING 1 3E:YOND, Jl 'LASHING NSTALL VI4 :.AP 11 II A H r --..a P..—../ JL n n H " ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI - FLASHING AT THE FOLD HOUSE DOWN 4 TAPI DIAGONAL C ACROSS HE4 WINDOW v__' H 11 A -IL � r APPLY -"/a' NOM. :ONTINUOUS BEAD )F SEALANT AT ,AMBS AND HEAD or APPLY TO BACK OF JINDOW NAILING :LANGE IN LINE W/ 'RE - PUNCHED 40LE:S OR SLOTS. ice..-..% JL 11 . 1_ 1-1 IPE ADHESIVE — :XIBLE FLASHING +/ER DRIP CAP ECTO-WRAP EQUIV) ti'VINDGVr,T FLASHINkfl---T" INSTALLATION DEVILS (12 (FULL �,1TRa]PSCALE: NTS STE-1P 4 INSTALL WINDOW PLUMB, LEVEL AND SQUARE PE MANUFACTURER WRITTEN INSTRUCTIONS MEMBRANE APPLY FLASHING OVER JOINT NOTE, I. IT 15 THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS U5ED DURING CONSTRUCTION, 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT (COMPATIBLE. NOTE CLE,4N AND SEAL JAMES TO SILL JOINTS WITH POW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE= REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED ,AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION 5ELOW THE WINDOW OPENING A R C H I T E C T S Design Group ir„G. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUDIDIV. & LOT: TUSCA PLACE NORTH LOT #1008 PROJECT# 02108.008 MODELc "2408„ GARAGE SWINGE: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING ARCHITECT - STATE OF FLORIDA JAMJNO TWELL A 1 79 iinimmmoo Dpi : 08/28/12 SCAT :1/4"=l'—O" SHEET VA5 °ig e� W lu a � 0 ul p q U p Z d) z W w 4-) n A r~ SUDIDIV. & LOT: TUSCA PLACE NORTH LOT #1008 PROJECT# 02108.008 MODELc "2408„ GARAGE SWINGE: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING ARCHITECT - STATE OF FLORIDA JAMJNO TWELL A 1 79 iinimmmoo Dpi : 08/28/12 SCAT :1/4"=l'—O" SHEET VA5 °ig e�