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2132 Lili Petal Ct 12-1487 (a)FOR: (wfwfw, a,(rrbu'frtun, curin. CBC1252212 5850 T. G. LEE BLVD. SUITE 600 ORLANDO, FL 32822 T4&1: (407) 850-5200 Fax= (407) 850-5300 • STATE OF FLORIDA DESIGN CRITERIA: DATE ABBREVIATIONS I *FLORIDA BUILDING CODE (FBC) 2010 RESIDENTIAL ABV. ABOVE LAV. LAVATORY CERTIFIED BUILDING CONTRACTOR: 5/12/11 • 2010 FLORIDA FIRE PREVENTION CODE A/C ADJ. AIR CONDITIONING ADJUSTABLE LUM. M.C. LUMINOUS MEDICINE CABINET PG • NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION ALT. ALTERNATE MFR. MANUFACTURER 6/25/11 APP ACCUSPAN TRU55 ENGINEERING. ELEVATION "ALU 4 C" AMP. AMPERAGE MIN. MINIMUM D.R. HORTON HOMES • ALL LOCAL AND STATE CODES BD. BOARD M.T. METAL THRESHOLD 12/25/11 ADD CGA TRUSS ENGINEERING. ELEVATION "B" 8 "C" CL CENTERLINE MTD. MOUNTED 5850 T.G. LEE BLVD. SUITE 800 ADDED COLUMN DETAILS TO SHEET 4A, 4S, 4C CAB. CABINET MIL. METAL ORLANDO, FL, 32822 CLG. CLR. CEILING CLEAR N.T.S. O.C. NOT TO SCALE ON CENTER //--�� ry ❑ /-� TEL: (41J f ) V 5 V — 5 � 0 O 11 CONC. CPT, CONCRETE CARPET PL P.B. PROPERTY LINE PUSH BUTTON FAX: (407) 850-5300 .00CUPANCY — RESIDENTIAL, GROUP R3 C.T. D. CERAMIC TILE DRYER PH. PLT. PHONE PLATE PG • CONSTRUCTION TYPE — VB DBL. D.G. DOUBLE DUAL GLAZED PR. PR. PLYWOOD PAIR PG •MIN. INTERIOR FINISH — CLASS B DIA. DIAMETER P.T. PRESSURE TREATED WA2—WALL ASSEMBLY DETAILS • BASIC WIND SPEED — 140 MPH (M/S) DIM. DISP. DIMENSION DISPOSAL R. RAD. RISER RADIUS WA5—WALL 1—STORY RESIDENCE — DP. DEEP R.A.G. RETURN AIR GRILL • STATE OF FLORIDA • 2—STORY RESIDENCE — MAX. HEIGHT AS PER DR. D.S. DOOR DOWNSPOUT REF. RM. REFRIGERATOR ROOM LOCAL AND STATE CODES DTL. DETAIL R.O. ROUGH OPENING PROFESSIONAL ARCHITECT: D.W. DISHWASHER S.C. SOLID CORE EXT DR SPECIFIC PARAMETERS FROM FBC 2010 CH. 3 EA. I EACH S.D. SMOKE DETECTOR USED FOR DESIGN INCLUDE:ELEV. ELEVATION S.H. SINGLE HUNG JAMES CANTWELL EQ. EQUAL SHT. SHEET • CONCRETE MASONRY RESIDENTIAL EXH. EXHAUST SHTHG. SHEATHING AR NO. 12079 • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. EXTERIOR SHWR. SHOWER • AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-10 F.G.IFX . F.G. FUEL GA Ass FUEL GAS SIM. SL. SIMILAR SLIDING GROUP,INC.� A.B. DESIGN 1..a'Rti.IUP C FIN. FLR. FINISH FLOOR SL. GL. STD, SLIDING GLASS STANDARD r ''v S Q . FT . CALC S 1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCENT SWS SHEAR WALL LONGWOOD, FLORIDA 32750 FTG R. FRTING ENCH DOOR TEMP. TEMPSECTIS ED GLASS Tel. (407) 774-6078 LIVING C15T.� 1046 SQ. FT. GA. GAR. DISP. GAUGE GARBAGE DISPOSAL THK. T.O.C. THICK TOP OF CURB LIVING C2NDJ 1450 5Q. FT. Fax: (407) 774-4078 G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER T.O.P. T.O.S. TOP OF PLATE TOP OF SLAB GL. GLASS TYP. TYPICAL TOTAL LIVING 2498 SQ. FT, GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED GARAGE 44(o SQ FT,H.B. H.C. HOSE BIB HOLLOW CORE V.P. OTHERWISE VAPOR PROOF FLAN REVIEW HDR. HEADER W. WASHER PATIO 35 SQ. FT. „ ENTRY ELEV. A 2Go SQ. FT. HGT. OR HT INSUL. INT. HEIGHT INSULATION INTERIOR W/ WD. WDW. WITH WOOD WINDOW DATE CHECKED BY:„ ENTRY ELEV. "5' 4 'C” 12 5Q. FT, W/H W.I. WATER HEATER WROUGHT IRON TOTAL ELEV. "A" 3005 SGS, FT. TOTAL ELEV. "B" 4 "C" 3051 SQ. FT, REVISIONS REV. DATE DESCRIPTION I 5/4/11 REVISED SLIDING GLA55 DOOR TO (6065 A 5/9/11 CONTROL DATE Q 5/12/11 STANDARDIZED SOUTHERN ENGINEERING -DOWEL PLAN /,/11 ADD SOUTHERN TRUSS ENGINEERING. Ar, PG AD© ACCUSPAN TRU55 ENGINEERING. ELEVATION "1;3 E C" -LINTEL SCHEDULE-(WEKIWA) �o/1'1/11 ADD ACCUSPAN TRUSS ENGINEERING. ELEVATION "1:3 # C" Q 6/25/11 APP ACCUSPAN TRU55 ENGINEERING. ELEVATION "ALU 4 C" -FIRST FLOOR PLAN 01/18/11 ADD PR05UILD TRUSS ENGINEERING. ELEVATION "4,8 4 C" -SECOND FLOOR PLAN 0-7/21/11 ADD GGA TRU55 ENGINEERING. ELEVATION "A" ® 12/22/11 STANDARDIZED HVAC LAYOUT -LEFT & RIGHT ELEVATION "B" 12/25/11 ADD CGA TRUSS ENGINEERING. ELEVATION "B" 8 "C" 0 01/04/12 STANDARDIZED HVAC LAYOUT 0 01/10/12 ADDED COLUMN DETAILS TO SHEET 4A, 4S, 4C A 01/18/12 ,4f=f=LIED UJ,4LL 455EM5LY DET,4IL5 TO f=L,4N As 100/00/0012010 F5C U1=D,4TE p 1r,1911.:Cy1N�' �� NC�1•i10NAa �� r'PNpCiR ,-wi�:C� pp.aD �d}�V� �MAIv�,pl�E� r < 1� i 1t. INDEh OF DRAWINGS M AN ADesign roup inc. 41 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ommmo H SHEET # DESCRIPTION PG C1 -COVER PAGE PG GN -GENERAL NOTES PG 1 -FOUNDATION PLAN PG 1A -DOWEL PLAN PG 1B -LINTEL SCHEDULE -(CAST -CRETE) PG 1B.1 -LINTEL SCHEDULE-(WEKIWA) PG 1C -WIND LOAD CALCULATIONS PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 4B -FRONT & REAR ELEVATION "B" PG 5B -LEFT & RIGHT ELEVATION "B" PG 5AB-FRONT, REAR, LEFT & RIGHT ELEVATION "B" PG 6B -FIRST FLOOR FRAMING PLAN ELEVATION "B" PG 7B -SECOND FLOOR FRAMING PLAN ELEVATION "B" PG 8 -ELECTRICAL PLAN PG 9 -ELECTRICAL PLAN PG 10 -MECHANICAL PLAN PG 11 -MECHANICAL PLAN PG 12 -CABINET LAYOUTS PG D1 -FOUNDATION DETAILS PG D2-MISC. DETAILS PG D3 -1 -STORY WALL SECTIONS 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 M AN ADesign roup inc. 41 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ommmo H W W Z W a � 4 � O a LU z Id -5 w tu 4 � � h SUBDIV. & IAT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MO DEL: „2498„ GARAGE SWING: LEFT PAGE: COVER PAGE ARCHITECT STATE OF FLORIDA NO PRINT DATE: 04/17/12 SCALE:1/401=10-0"] M GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2010 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS, A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2010 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 ii. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED (VULT) 140 MPH II. EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2010 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OROMISSIONS 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 FORTHE SAFETYAND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 140 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2010 SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBG 2010, SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM N0, 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2010 SECTION FRC R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE T- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE, 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. I i 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/4°. 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 W. 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN 1/4 INCH AND NOT MORE THAN % INCH, REFER TO FBC 2010, SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FORGROUT FOR MASONRY, OR3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/ORVERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID INA RUNNING BOND PATTERN OR, IFA STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08. 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 31-0".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 3/4" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11/2" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: L NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA - THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb = 1,500 PSI Fv = 175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2010 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2010. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTERAND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD. 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 3/4" 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 SCS. 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 FORTHE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 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. 3. CONDENSATION LINES SHALL BE MINIMUM 3/4" PVC (SCHEDULE 40), INSULATED WITH w AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2010 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2010 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 7/" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, %" THICK, WHERE APPLIED OVER MASONRY ORCONCRETE 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 & ASTM -C1063 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBC R302.7. A R C H 1 T E C T S o/Msign Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU33I> v'. & LOT: TUSCA PLACE NORTH LOT X42 PP.OJECT# 02108.008 monra.l: „2408" GARAC4E 8 Wn4G: LEFT PAGE:_ GENERAL NOTES ARCHITECT. - STATE OF FLORIDA V� 8 av CANTWELL NO 12479 DATA: _ 17 12 SCALE: 1/4"=1'-0" SHEET G N CP'� N14 uu o Lu p o N o z U Q cj z Lu z W (P ry SU33I> v'. & LOT: TUSCA PLACE NORTH LOT X42 PP.OJECT# 02108.008 monra.l: „2408" GARAC4E 8 Wn4G: LEFT PAGE:_ GENERAL NOTES ARCHITECT. - STATE OF FLORIDA V� 8 av CANTWELL NO 12479 DATA: _ 17 12 SCALE: 1/4"=1'-0" SHEET G N CP'� NOTE: A/C L INE5 FFOM AIF HANDL EF KNIT TO CONIDEN50F TO 5E fRAN IN ATTIC. 24"X24"X12" CONIC. PAD W/3 -o5 BARS E.W. (ON CHAIR) MIN. 3" COVER 14'-ol 12'--I" D1 4 11 pl CONC. SLAB p CIA" 4 D1 -31/2 17'-4" —2" FT A l EXTEND COVERED P.A.T�C� I 13 D1 ■ w u -3 1/2 ° 411 3'o X3Ga 7, "o CONIC.-TQC 4 CONC. v PAD W/4-05 BARS O~Til I D1 SLAB E.W. ON CHAIRS cn 11- MIN. 3" COVER I — — ■ 24"x24"x12" CONC. 12'-0" FTc3. W/3 05 REBAR EA. WAY 18'-01 ON CHAIRS MIN. 3" COVER l(2 TYP.) ELJL�t�T I�O� B 9a c 9� ARCHITECrs Design G ro u p line. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 'Wo " 4" CONC., RE INF, W/ ro*10 WWM w ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATEMENT I SHALL 5E 5ORA-CARE ■ 13 D1 24'-5" " 5'-0"- � 24"X24"X12" GONG. 0 PAD W/3 -*5 5ARS E.W. ON CHAIRS w w MIN, 3" COVER 2B p1 215 ■ LL I 13 D1 18'-8" ■ n I 0'-0" ELEV. FIN. CONC, SLA5 EXTEND SLAB 11/2 13 D1 ■ ■ ■ ■ NOTE: A/C L INE5 FFOM AIF HANDL EF KNIT TO CONIDEN50F TO 5E fRAN IN ATTIC. 24"X24"X12" CONIC. PAD W/3 -o5 BARS E.W. (ON CHAIR) MIN. 3" COVER 14'-ol 12'--I" D1 4 11 pl CONC. SLAB p CIA" 4 D1 -31/2 17'-4" —2" FT A l EXTEND COVERED P.A.T�C� I 13 D1 ■ w u -3 1/2 ° 411 3'o X3Ga 7, "o CONIC.-TQC 4 CONC. v PAD W/4-05 BARS O~Til I D1 SLAB E.W. ON CHAIRS cn 11- MIN. 3" COVER I — — ■ 24"x24"x12" CONC. 12'-0" FTc3. W/3 05 REBAR EA. WAY 18'-01 ON CHAIRS MIN. 3" COVER l(2 TYP.) ELJL�t�T I�O� B 9a c 9� ARCHITECrs Design G ro u p line. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 STJBDIV. & Till TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MODEL: "2498" GARAGE SWINGE: LEFT PAGE: FOUNDATION PLAN ARCHITECT STATE OF FLORIDA 18, 2012 DATE: 04/17/12 SCALE: 1/4$1=11-0p$ SHEET Orr w � 0 � w w ❑ cv � STJBDIV. & Till TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MODEL: "2498" GARAGE SWINGE: LEFT PAGE: FOUNDATION PLAN ARCHITECT STATE OF FLORIDA 18, 2012 DATE: 04/17/12 SCALE: 1/4$1=11-0p$ SHEET Orr WR '1 �� 29'-011 41-011 10 —011 DOWEL PLAN 141-011 lie (oi l r, ---.ELEVATION "i" & "C ARCMIrEcrs e/Msign GroupInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abdesigngroup.com IAA #: 0003325 .SCALE: 1/4"=1'-0" SHEET W 1 CV 1 fib 1 4 to w ta n I z W z LL L!1 yl) h• 1 c+l N 1 m 29'-011 41-011 10 —011 DOWEL PLAN 141-011 lie (oi l r, ---.ELEVATION "i" & "C ARCMIrEcrs e/Msign GroupInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abdesigngroup.com IAA #: 0003325 SUBDIV. & LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MODEL.- 2498 ODEL:2405 GARAGE SWING: LEFT PACE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA 18 2012 DATE: 04/17/12 .SCALE: 1/4"=1'-0" SHEET W 4 to w ta n Q Z z W z LL L!1 yl) h• N C'*1 SUBDIV. & LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MODEL.- 2498 ODEL:2405 GARAGE SWING: LEFT PACE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA 18 2012 DATE: 04/17/12 .SCALE: 1/4"=1'-0" SHEET RCHITEcr Design ro up Inc. N. RONALD REAGAN B -ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ww.abdesigngroup.corr AA #: 0003325 SUBDIV. Se 31L.OT...l TUSCA PLACE NORTH LOT #42 PROJECT# 02108.008 MODEL. - )12498p) GARAGE SWUM: LEFT PAGE: LINTEL PLAN ARCHITECT STATE OF FLORIDA m JAMES ELL AB 1 79 ==moo PRINT DATE: 04/17/12 BC AT - --# 1/4$1=13-0)p SHEET 1-3 TD OF2 LU JU z CIA SUBDIV. Se 31L.OT...l TUSCA PLACE NORTH LOT #42 PROJECT# 02108.008 MODEL. - )12498p) GARAGE SWUM: LEFT PAGE: LINTEL PLAN ARCHITECT STATE OF FLORIDA m JAMES ELL AB 1 79 ==moo PRINT DATE: 04/17/12 BC AT - --# 1/4$1=13-0)p SHEET 1-3 TD OF2 W Lu I Lu A CONCfRETE PIROL;)UCTS, INC. P.O. BOX 215 ZELLU1000, FL 321°58 (401) 886-2511 1-800-h54-5139 FAX 401-886-0195 LINTEL LENGTH T'I'PE COMMENTS NO, 12A2 -8 -TOL 12/16.5- Plain 12/6 -9 -IL 12A2 -5 -IL L-1 11'-4' 8/28 -5 -ILIAL. 1426 L-2 41-5' 5/22-6-11.1/0L REC�55ED L-3 5'-10" 8/16-5-1U/0L Precast 1958+ L-4 4'-&' 8/11-5-1U/0L 4'-0' L-5 4'-6' 8/16-5-1U/0L 10000 L-6 1'-611 es/24-6-IUAL Pneeaet L-1 414om 8I1ro-5-1U/0L 1122 541 , SM L— 4 N WEKIWA LINTEL SCHEDULE 8" LINTEL UPLIFT I INTFI I SAFE UPLIFT LOADS TLF) 10101 Length Type' 2'-10' Precast 3'-6' Precast 4'-0" Precast 4--b' Precast 4-5' Precast W-4' Precast 5' -Ira' Precast 6'4'' Precast T-61 Precast 1'-8' Precast 8'-0' Precast W-4" Precast - V -4- Precast 1014' Precast 11'-4' Precast 12'-01 Precast 12'-61 Precast 13'-4' Precast 14'-01 Precast 14-8' Prestraw Prestresi IT -4' "strew Prestresi 2sD'-ra' Prestress 21'-4' Preeiree 22'-f0" Preetrae 24'-0' lFreeiroo. RFL ■ Not Recommorlded 1299 LINTEL GRAVITY N.R. - Nat Reooseended R" LATERAL TABLE LINTEL SAFE LATERAL LOADS (PLF) Ath Tgpe SAFE Tata)TSP- - p' 12/2 -t3 -TOL 12A2 -8 -TOL 12/16.5- Plain 12/6 -9 -IL 12A2 -5 -IL 12116-5- T.10. preosat 1426 loom__ loom 014' To 14W 3'-6" IgaCaat t150 4-8' Precast 1958+ ED 8204 1 loom_ I 4'-0' Phecaat 2242 .�I S 4394 10000 - ' 1000 1200 precast Pneeaet No s v 1122 541 , SM 1004 4-8' pre osAt 1996 2156 B" 469x7 1211 66x7 1 6'-4' Mcae! 1235 214W 3418 0230 wil 5'-101 I•racast 1044 240b 22d* 4423 4423 & an b' -b' Precae! 514 11110 sm 62211 550 Mcast 692 1621 1 2821 4gA 1200020 Meaat bid) Isib 1466 2111 2110 446 446 W-0' Precast 629 1 1315 7W6 3 b 4115 411S 5'-4' precast 858 13W 2310 25111, 165 S..4. pt 5!116 V 4 201 .1 3W,2 3162 1loy m' -b' Procaat 4911+ 591 1698 y,5g 2611 2611 11'-4' precast 385 1514 "4 514 2311 35 12'-®' precast 360 041 wl DWI ,� 2171 2171 i2' -b' Praraet 341 W3 1320 20 100 Precaat 814 124 b55 12M I 12279 w 1522 14'-O" FYeaaet 2M 656 131 101 169 14-8' pnaulat 711 811 1663 2i9a e16 at 262 442 4%4 w Iml 1955 1'0000 Precast 215 116 2 A52 126 126 N.R. - Nat Reooseended R" LATERAL TABLE LINTEL REINFORCEMENT SCHEDULE LINTEL SAFE LATERAL LOADS (PLF) Ath Tgpe ItAIN FILLED - e1 Iwo NONE N -b' Pretaat 1300 29581 4'-0' Precast 1 1010 2100 014' To 14W Ft`ecast I902 #6 t150 4-8' Precast 1958+ ED 1600 b'-4" Precast 110 1400 5'-10' Precast 625 1200 6'4' Pneeaet No 1050 T-6' Precast 440 690 1'-8' Precast 430 850 8'-0' Precast 410 6210 W-4' precast I 390 180 IT -4- fteaast 1 340 680 ' Precast 2214 5412 10000 12102x0 1 10000 10000 10+000 1 plmcaet 215 550 n1'-4' Y'-0' Precast 255 510 7_61Prataat 1200020 24b 490 13'-4' Precast 220 450 34299 Precast210 6239 430 141 .8' Prestressed 110 390 15'4 Pmtrsssed 165 310 11'.4' "tweed 145 320 ' Prestressed Lao 280 -' tressed 11(0 1232 - ireeeed10 625!0 3 2-01 pmtressad 110 22b 241-0' Prestressed 100 200 N.R . Not Rwommended 2942 4346 LINTEL REINFORCEMENT SCHEDULE REFER TO UNIELSECTION FOR REWORCElEITLOAUUN5 (1) e5 CONTINUOUS ............ SAFE GRAVITY LOADS (PLF) t' DIX16'' KNOOCKOUTt5LOCK TOTAL L1=NCat 2'-17 To 194' 2'-17 To B-9' i3 NONE F-101 To 0'•0' 6.17 To WO #4 NONE TO To 914' 714' T4 6114' 0 NONE 014' To 14W 94' To 174' #6 0#3 14'-8' To 18'4'7M8'PREBTRE 1 ED ai 17'4' PRECAST 7110' PRESTRESSED #4 194' TO 22-9' 10000 7110' PRESTRESSED #8 REFER TO UNIELSECTION FOR REWORCElEITLOAUUN5 TYPICAL COMPOSITE LINTEL SECTION 8" IINTFI GRAVITY LINTEL (1) e5 CONTINUOUS 3 SAFE GRAVITY LOADS (PLF) t' DIX16'' KNOOCKOUTt5LOCK TOTAL L1=NCat 3 MC C*EP5xlh� IN FIELD) 0" PLAIN 5/S-S-raL S/12-6-ft5/16-S-01L 4'-0' 5/210 -S -/d 5/24 -S -0L (OPTIONAL) ^10 1/32' STIRRUPS At 4'-V' or, tf1 6021 �ic� 'A' BARB (MAIN REINF.) = SEE SCHEDULE TYPICAL COMPOSITE LINTEL SECTION 8" IINTFI GRAVITY LINTEL SAFE LATERAL LOADS (PLP) Total Length SAFE GRAVITY LOADS (PLF) t' W RECESSED FILLED TOTAL L1=NCat TYPE 0" PLAIN 5/S-S-raL S/12-6-ft5/16-S-01L 4'-0' 5/210 -S -/d 5/24 -S -0L /25-$-0+ 8/32-6-0L B/5 -6-1L 8/12-8-1L B/Ira-S-IL 8/20 -3 -IL 8/24 -5 -IL 0/28 -3 -IL 8/32 -8 -IL —a4el 2'-10' PRECAST 6021 4'4 10000 1 000 Iwoo I prwast 1 8491 10000 100raf0 121(000 11002121 10000 10000 3'-6' PRECAST 2603 4011 9339 10000 100001 V0000 10000 1 00 40M 1100010 10000 10000 10000 10000 10000 4'-0' PRECAST 1821 2821 61 33 9515 10000 01 1000 10000 10000' 2921 1853 10 f0 100010 10000 100!00 10(00(0 4'-b' PRECAST 1338 214 18 isle 9204 100'00 10010!0 ,000'0 2214 5412 10000 12102x0 1 10000 10000 10+000 4'-B" PRECAST 1295 2111 4660 6588 8520 10000 10000 1200020 2111 49822 1000+0 10000 10000 10000 10000 5'-4" PRECAST 1006 16351 34299 4823 6239 1650 90'11 1000!0 1651 3556 6431 10000 10000 10000 10000 5'-10' PRECAST 848 1461 3001 5111 5008 10000 100100 100120 1461 3001 5111 8088 10000 10000 100001 PRECAST 11(0 1232 2440 '.934 625!0 0588 1x20100 10000 1232 2440 3334 b250 10000 10000 10000 1-b' PRECAST 562 1001 MIS 2942 4346 6461 10000 100 1001 1915 2%42 4346 6461 10000 1001012 T-5' PRECAST 544 915 1849 2819 4131 b01P1 9245 100001 915 1549 2819 4131 6012+ 9245 10000 &-o' PRECAST 511 e16 1124 260'2 3151 50'30 1955 1'0000 916 1124 2602 3151 54215 1955 101000 8'-4' PRECAST 452 564 1615 2415 3444 4866 6903 10000 864 ,615 2415 3444 4810 1 6983 10000 9'-4" PRECAST 411 141 1361 ,e%12160 3169 5124 1061 141 1361 Mel 1 2168 3169 5124 1 1 10'-6' PRECAST 349 b3b 1148 1649 2231 2962 3883 5064 636 1140 1 1164% 2231 2962 3803 5!094 11'-4' PRECAST 315 514 1025 11465 ,964 2566 33!05 4239 514 ,025 1465 ,964 2566 3305 4239 12'-0` PRECAST 292 533 9500 1343 1159 2316 2951 3134 533 e521 1343 1189 2316 1 2%51 3134 12'-6' PRECAST 211 505 5551264 1616 2151 2130 3426 5105 890 1264 161b 2151 2130 3426 13'-4' PRECAST 255 46'4 622 1,5, DID 1%35 2425 3011x2 464 822 1151 1515 1935 2425 3010 14'-21' PRECAST 239 43b lbs 1013 1406 1186 2225 2141 436 163 1013 14!06 1186 2225 2141 14'-8' PRESTRESSED N.R. N N.R.N.R.N.R. 21 N.R. 4821 511 12 X234 1421 1113 2188 2662 15'-4' PRESTRESSED N.R. N.R. N.R. N.R. N,R, N.R. N.R. N.R. 454 165 1,60 1331 16(p0 2032 2453 Il' -4' PRESTRESSED N.R. iris N.R. N.R.N.R. N.R. N.R. N.R. 389 652 982 1111 1319 1611 3M 1991 PRESTRESSED N.R. N.R. N.R.N.R.N.R. N N.R. N.R. 339 561 543 96(0 1111 1415 1616 20+'-21 PRESTRESSED N.R. N.R. N.R. N.R. N.R. NR N.R. N.R. 325 543 812 911 1122 1345 1590 21'-4' PRESTRESSED N.R. N.R.N.R.N.R.N.R.N.R.W.R. 500 0 1 441235 22'-Ol' PRESTRESU N.R. N.R. N.R. N.R. N.R. N.R. N.R. N.R, 261 481 111 82ka 9511111 1316 24'-0" PRESTRESSED N.R.-49N. . N. . N N N N 6 N.R. ■ Not Raccmmendecl RK " Not Rovamw4ad 8" RECESS DOOR HEADER I ATFReI TeRI F RECE55 DOOR HEADER SAFE LATERAL LOADS (PLP) Total Length Ttq- t' W RECESSED FILLED V.S. precad 1590 ,115 4'-0' f1recast 520S- 28be 2 ecaet 16581 2690Precast 4'4 Precast 165 L350 3450 prwast 415 1240 W-8" precast 320 so 2580 precast 250 160 2250 Retaet 200 640 1rE"'MEN'77 Recast 111111111111 490 1690 T.B. PwAst 800 �711111111111!!IrT "77m, PwAsl 1w 530 -4- Precast 120 1450 9'-4' Frecast 640 1210 10-6' Recast 950 ®® ' precast 510 1000 'Procrit 490 950 �� 1 Recast 460NO' PLAIN OR SOLID LINTEL R Protest 430 850 Precast 4001 800 - Preset 380 160 5-4' Precast 350 130 moss-, 0057.r�lIIIIIIIIIIF7c>•!'77■1ior5r7migirrim 320 630 NR. ■Not Recammesded » �C��■I��CiT�■�T��>•�■�tlY;•II ��ya��7fTr7�F'-11•i'T3i;-��T'?��''irr� ��'f71 HT1♦ 7Ci7■ �F�:*-7I �7• �'� -:x �'� 51•II�Fi1•III�Tlii7'j'•�'3'��111111iLL��' ,Iii'��I�■�*-��ri1♦�'■�r:'■��•'�^+.� _ Z>• 'E7•mmff3` ' iris i �?T'�i'3��%��i'31•�L�31•�1i71•�'"r� ® ®� ��'iZ'•ii��5�131�1I11•�SF� �71� 1317• �?'' iU�>• �7f ii'_*-� 71k'�� RK " Not Rovamw4ad 8" RECESS DOOR HEADER I ATFReI TeRI F RECE55 DOOR HEADER SAFE LATERAL LOADS (PLP) Total Length Ttq- B" REGE36ED PLAN W RECESSED FILLED V.S. precad 1590 ,115 4'-0' f1recast 520S- 28be 2 ecaet 16581 2690Precast 4'4 Precast 165 L350 3450 prwast 415 1240 W-8" precast 320 so 2580 precast 250 160 2250 Retaet 200 640 9'-8` Recast 160 490 12" RECESS DOOR HEADER T ATFRAI TeRI F RECE85 DOOR DEADER SAIF LATERAL LOADS (PLP) TotalCEM Ttq- 12" FLAN D 211 LED Fill 2'-10'-15 et 3210 b900 Precast Precast 28be 4115 precast 16581 2690Precast ft4' 4'-6' 19 lbso 3450 Precast 1420 2290PrecastPrecast 3200 5'-4' Fretasi 1 0 2580 5'-10' 815Precast 1160 2250 041Precast 130 1229 9'-8` Recast 580 900 17" LATERAL TABLE ARCHITECTS Design Groupino. 1441 N. KUNALU KtAUA LONGWOOD, FL 32 PH: 407-774-607 FAX: 407-774-4078J www.abdesigngroup. AA #: 0003325 LINTEL SAFE LATERAL LOADS (PLP) Leng Tyle PLAN Fill 2'-10'-15 et 3 b900 3'42' Precast 2400 4115 4'-0'omt 1950 3880 4'-6' -cast lbso 3450 44 Recast 1590 3200 5'-4' Fretasi 1 0 2580 5'-10' Precast 1160 2250 041Precast W 1229 1S0 1'-b' Precast 820 1690 T.B. PwAst 800 TYPICAL LINTEL 8"x8" RECESSED SECTION 81.0' PwAsl 1w 530 -4- Precast 120 1450 9'-4' Frecast 640 1210 10-6' Recast 950 1110 ' precast 510 1000 'Procrit 490 950 �� 1 Recast 460NO' PLAIN OR SOLID LINTEL R Protest 430 850 Precast 4001 800 - Preset 380 160 5-4' Precast 350 130 Ffwaat 320 630 NR. ■Not Recammesded ARCHITECTS Design Groupino. 1441 N. KUNALU KtAUA LONGWOOD, FL 32 PH: 407-774-607 FAX: 407-774-4078J www.abdesigngroup. AA #: 0003325 V e3 CONTINUOUS (1)'5 CONTINUOUS 32000 PSI GONG. FILL (CONCRETE PLACED IN FIELD) 9�p�j pgI p�I��ILL (GCNCRET PLP A IN FIELD) ' TOP LECs 33ARSe 1/32`4 IT AC LEG UI' TO f4' -2r4 LENGTHS OP LECs BAIR& 1/32' gAR ACID 1` r LEQ UP t0 4 -10 LE NCsTHB I 1/32' STIRRUP8 a 4'-0' C/C -, IS CONTINUOUS I T�� + (1) alb CONTINUOUS (OPTIONAL) C(1) ll1kA LOW 115) `A' 15AR6 (MAIN REINF.) t- REINF.) SDULE -21av SEE SCHEDULE O '13' BARB -SEI- SCHEDULE 1/32' STIRRUPS AT 4'-0' ca: W 4 1 aL Q N Q Z Z TYPICAL LINTEL 8"x8" SECTION TYPICAL LINTEL 8"x8" RECESSED SECTION PTIONAL 15T 811 r,'-• TOP LEG PARS. WLIF�AO14'Z L9_tTW5 1/32' STIRRUPS m 4'-f0' C/C T1'F1E DESIGNATION 'A" 35AR8 (MAIN REINF.) NOMINAL WIDTH/HEIGHT OF LINTEL �� 1 cL SEE SCHEDULE il' 15, PEARS - SEE SCHEDULE PLAIN OR SOLID LINTEL 11� LNo. OF APOITIONAL 's5 BARS IN UPPER TYPICAL LINTEL 12"x8" SECTION OR LOWER LINTEL CAVITY -I ARCHITECTS Design Groupino. 1441 N. KUNALU KtAUA LONGWOOD, FL 32 PH: 407-774-607 FAX: 407-774-4078J www.abdesigngroup. AA #: 0003325 SUBDIV. 812 LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MO DBL: "2498" GARAGE SWINGE: LEFT PAGE: LINTEL PLAN (WEKIWA) L�� wwwo ARCHITECT - STATE OF FLORIDA JA AR� SN12079 � PRINT DATE: 04/17/12 SC :1/41f-1'—On SHEET o �P-2 W l I O � W Ju � Q N Q Z Z 73 IL 6 1.(1 811 r,'-• SUBDIV. 812 LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MO DBL: "2498" GARAGE SWINGE: LEFT PAGE: LINTEL PLAN (WEKIWA) L�� wwwo ARCHITECT - STATE OF FLORIDA JA AR� SN12079 � PRINT DATE: 04/17/12 SC :1/41f-1'—On SHEET o �P-2 IN MY IL mll� 25 -SH 10 3050 -SH 3050 -SN 4050-5H EGRESS EGRESS SECOND FLOOR COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WINDOWSIZE ANDTYPE ZONE 140 MPH WND REMARKS 1 112 /� 1 (C. ' - 0"XI1-011 - 0" GARAGE DOOR 5 29.1/-36.1 2 20 30(08 DR 4. 3 2"l 36-5H 5 33.0/-42.1 4 15 25 -SH 4 34.1/-3-1.0 5 15 25-6H 4. 34.1/-31.0 ro 15 3050 -SH 5 34.2/-45.1 � Q z -1 15 3050-6H 5 34.2/-45.1 8 20 4050-5H 4 33.7/-3i9a.l 9 15 3050-6H 5 34.2/-45.1 10 20 4050 -SH 4 33.1/-36x.1 11 15 3050-6H 5 34.2/-45.1 12 5 2040 -SH TEMP' 4 35.3/-38.2 0 (0'-0'xfo'-8"4 S. G. D. 32.1/-35.0 0 23 -SH 4BASIC WIND SPEED MPH = 140 RNAL PRESSURE COEFFICENT= ± 0.18 CAT=II, EXP=B, MEAN ROOF HT.=17'-8" PENING LESS THAN 4'-0" FROM CORNER WILL BE A ZONE 5 CATEGORY F F'A RcrrrrecTS 4Msign G ro u p inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abdesigngroup.com AA #: 0003325 SITBDIV. 8c LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MO DEL: „2498, GARAGE SWING: LEFT PAGE: WIND Lo AD CALCULATIONS ARCHITE NATE QF FLORIDA 1 7012 JAES 1 074 .r PRINT DATE: 0 4 1'7 1 SCALE: 1/4"=l' -O" SHEET C OP2 w Lu La W W Q N p � Q z Z t�i.r JU z fel LL � r• 8 61 �• 4-6 SITBDIV. 8c LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MO DEL: „2498, GARAGE SWING: LEFT PAGE: WIND Lo AD CALCULATIONS ARCHITE NATE QF FLORIDA 1 7012 JAES 1 074 .r PRINT DATE: 0 4 1'7 1 SCALE: 1/4"=l' -O" SHEET C OP2 401-011 12' -10"121-011 RJW31 FIRST FLOOR PLAN NOTE: - PENS ARMOUR AT 5ATHROOMS. - PREFA5 5HOWER5/TU55 TO BE SET IN TYPE 2 FOAM. SQ. FT. CALC.'S PATIO -1'-0"x5'-0" ---------------- &X& (0 X (0 POST POST COVERED -PATIO boba S.G.D. LIVING (15T.) LIVING (2ND.) 1045 1450 $0. FT. 5Q. FT. -o,,x5 2 495 446 35 26 -12 SQ, FT. 6Q. FT. SQ, FT. SQ. FT. 6Q. FT. TOTAL ELEV. "A" TOTAL ELEV. `15" 4 "C' 3005 3051 5Q. FT. 60, FT. U O lu W 14 23-5H (0068, S.G.D. 0 La Z 0 z LU YA I I ix I III 11i1r___ 1 =9 11 1 1 11777C _j L---- I II L cv < DINING z CARlu CILG. ob KITCHEN --2-x&-x42" (PET) a' -W CLG. 0 (TILE) U 0 LOW FAMILY 1 WALL W1 ROOM L—j 1 14' TOP STAIR DATA $'-S' CLG. ap 146 RISERS 6 -15" (CARPET) IF;, TREADS lo" (014011 121-011v -loll m v (01-011 31-811 51-011 101-01 OPTII T G 1 I A. T -T 177 r L 1-3-- Z 01 T ci T� L11 C LA N - L2� _x PANTRY 'a ce - C G. I r TILE -i X N PWD R. 51131-61 v 5 �v I/ CLG. 81 -al CLCD 0 - I we (TILE) %_42" KI L 5TM. OFF HIGH HDR 6 WALL _E) 0--2" STEEL LIVING PIPE ricl CLr BOLLA'Uvj (CARPET) CN 2 LOW WALL W/ UFI IX(O" CAP 2 CAR GAR. FOYER (TILE) j< IF cz L Idi I I 1� SH all TE ENTRY CLG, YL H5_ W-01 x 11-01, O.H. FIRST FLOOR PLAN NOTE: - PENS ARMOUR AT 5ATHROOMS. - PREFA5 5HOWER5/TU55 TO BE SET IN TYPE 2 FOAM. 1 A I /A" EXTERIOR MA50NRY WALL 15R(3. HEIGHTS 111111111 1 $, - all BRG. VZZ-,Ll- LOAD 5RG. WALL SQ. FT. CALC.'S ---------------- &X& (0 X (0 POST POST COVERED -PATIO boba S.G.D. LIVING (15T.) LIVING (2ND.) 1045 1450 $0. FT. 5Q. FT. TOTAL LIVING GARAGE PATIO ENTRY ELEV. 'A' ENTRY ELEV. '5" 4 "C 2 495 446 35 26 -12 SQ, FT. 6Q. FT. SQ, FT. SQ. FT. 6Q. FT. TOTAL ELEV. "A" TOTAL ELEV. `15" 4 "C' 3005 3051 5Q. FT. 60, FT. 1 A I /A" EXTERIOR MA50NRY WALL 15R(3. HEIGHTS 111111111 1 $, - all BRG. VZZ-,Ll- LOAD 5RG. WALL �1 COVERED PATIO 6, - ro ENTRY CLG- ----------- — — ELEVATION 99 B & C�' A R C H IT E c r s ,AO� I Design roup Inc. 1441 N. RONALD REAGAN BLVD. REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 L - 4t.. FAX: 40 7-7 74-4078 www.abdesigngroup.com A 00033 5 A #: 0003325 ti (� ---------------- &X& (0 X (0 POST POST COVERED -PATIO boba S.G.D. �1 COVERED PATIO 6, - ro ENTRY CLG- ----------- — — ELEVATION 99 B & C�' A R C H IT E c r s ,AO� I Design roup Inc. 1441 N. RONALD REAGAN BLVD. REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 L - 4t.. FAX: 40 7-7 74-4078 www.abdesigngroup.com A 00033 5 A #: 0003325 ti U O lu W 14 0 La Z 0 z LU L cv < SUBDIV. & LOT: TUSCA PLACE NORTH LOT #42 3PRO.TECT# 02108.008 MO DEL: "2498 GARAGE SWING: LEFT PAGE: FIRS T FLO 0 R PLAN ARCHITECT= f STATE OF FLORIDA El I 12 0 4 /17 SCALE: 1 /4„ =1' — 0 SHEET OP's 2'-101 3050 -SH EGRE55 40'-011 ,4050 -SH 12'-2" 3050 -SH EGRESS 3050-5H EGRE55 5'-611 11'-011 22'-0' SEC"OND 3050 -SH . EGRESS r 401-011 FLOU"'R P NOTE: - DENS ARMOUR ,4T BATHROOMS. - PREF-AR 6HOWERS/TUI35 TO 5E SET IN T"rl=E 2 1`041" 1. ARCHITECrsN Design Group inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abdesigngroup.com AA #: 0003325 W BEDROOM #2 a tu w w p Ul p t� q U �— OU Q z z ? " I LOFT (' ` BEDROOM3 h h 40 � I � 4fv 5 SH QNp W',K,�, m m 42" LOUD 4-0 5F. 5 SH 2-�' � W,4LL W/ Ix(o 2-0 IR-1SN 3rox(o0 DN UJD GAP 1=. 2x8 00 SATHGLCa��. 4 �' tU�O � SHIU. � I I I 9 w L,4v. LUC. m o `" M. BATH " W 2-(b *- cn m m ,4TTIC I � `;run C 5'-411 (01-01 I 4' -/SII Y/ I _ 4'-K++" 51-811 2-4 W.I.C. I 8'-0' CLG _ 0 0 wc. (CARPET) iR-15H I BEDROOM #4 I a' � r b- 4x(o ^I POST MSTR IR -ISH IN 4050 -SH 4x(o POST EGRE55 3050-5H EGRE55 5'-611 11'-011 22'-0' SEC"OND 3050 -SH . EGRESS r 401-011 FLOU"'R P NOTE: - DENS ARMOUR ,4T BATHROOMS. - PREF-AR 6HOWERS/TUI35 TO 5E SET IN T"rl=E 2 1`041" 1. ARCHITECrsN Design Group inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abdesigngroup.com AA #: 0003325 SU333DIV. 8e LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 iiODEL- "2408" GARAGE SWING: LEFT PACE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA 11 r JAMES ANTWELL AR CO 12079 PRINT DATE: 04/17 1 SCALE: 1/4,"_1,_O" 0 W a tu w w p Ul p t� q U �— OU Q z z ? G (' ` h h 40 SU333DIV. 8e LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 iiODEL- "2408" GARAGE SWING: LEFT PACE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA 11 r JAMES ANTWELL AR CO 12079 PRINT DATE: 04/17 1 SCALE: 1/4,"_1,_O" 0 6 (:&COLUMN DETAIL SGALE= 1/2" = V-0" Ixro FASCIA BOARD W/ SOFFIT 5'-8" BRG. HGT.Ak 111 ff milIi SOX OUT FRAME UJIRELATH AND STUCCO HURRICANE STRAP. SEE FRAMING PLAN STUCCO ON FOAM BAND STUCCO ON TAPERED FOAM (1) *5 RE5AR CONTINUOUS FROM FOOTING all CMU STUCCO ON FOAM SAND 12" cMU CONCRETE SCALE: ,COV. PORCH 6" STUCCO R 18'-0" 2ND. FLR, 1:3RG. HT. 16 "X6O" APPLIED SHUTTER (TYP) 10'-0" 2ND. FIN. FLR. 8'-8" SRC. HT. O' -O" FIN. FLR. ■ ■moi ■■i OL 25'-3 1/2" 51 -PG. HT. o wr ENO NONE 0 `lll�� Gr rIr �. loss _ onLi soon TEXTURED FINISH OFF -RIDGE VENT OFF -RIDGE VENT IS' -O" 2ND. IS' -m" 2ND. FLR. eRG. HT. FLR. BRC-. HT, 1'-O" 10'-0" 2ND. OL 101-0" 2ND. _ FIN. FLR. Ir — — — — — — — — — FIN. FLR. 5'-5" BRr . HT. j4 481-811 BRCS. HT. Ir 4 O' -O" FIN. FLR. OL O' -O" FIN, FLR, TEXTURED FIN15H A R C H I T E C T S Design Group,r„c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngro up.com AA #: 0003325 `�! �iitiii`ii�ii�ii�ii`? ;iilo CONCRETE PAD I • EUl i• COVER SECTION _COLUMNInLt SCALE: ,COV. PORCH 6" STUCCO R 18'-0" 2ND. FLR, 1:3RG. HT. 16 "X6O" APPLIED SHUTTER (TYP) 10'-0" 2ND. FIN. FLR. 8'-8" SRC. HT. O' -O" FIN. FLR. ■ ■moi ■■i OL 25'-3 1/2" 51 -PG. HT. o wr ENO NONE 0 `lll�� Gr rIr �. loss _ onLi soon TEXTURED FINISH OFF -RIDGE VENT OFF -RIDGE VENT IS' -O" 2ND. IS' -m" 2ND. FLR. eRG. HT. FLR. BRC-. HT, 1'-O" 10'-0" 2ND. OL 101-0" 2ND. _ FIN. FLR. Ir — — — — — — — — — FIN. FLR. 5'-5" BRr . HT. j4 481-811 BRCS. HT. Ir 4 O' -O" FIN. FLR. OL O' -O" FIN, FLR, TEXTURED FIN15H A R C H I T E C T S Design Group,r„c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngro up.com AA #: 0003325 S'U19DIV. & LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MODEL.: 2498" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION �) B>> ARCHITECT= STATE OF FLOR7DA) 2012 JAMES AN LL AR 12 74 PRINT DATE: 04/1 12 SCALA: 1/4"=V-0" . 4 ]o OF 2 q p �U +- Q D N z til to w _j U 4 1L d = Ul LL \ r• S'U19DIV. & LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MODEL.: 2498" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION �) B>> ARCHITECT= STATE OF FLOR7DA) 2012 JAMES AN LL AR 12 74 PRINT DATE: 04/1 12 SCALA: 1/4"=V-0" . 4 ]o OF 2 18'-0" 2Nd. FLR, 1_3RG. HT. 10'-0" 2ND. FIN. FLR. &'- S' EBRG. HT. A. 0'-0" FIN. FLR. L1EFT EY.EGA'Y'ION TEXTUREC) FINISH RIGHT ELEVATION Tr=xTURr=D FINISH i i (I)COV. PORCH RC -s», sM OL I5'-0" 2ND. Fl_R. BRG. HT. OL 101-01 2ND. FIN. FLR. OL 6 -all BRCS. HT. i A R C A J T E C T S Design Group lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7 74-4078 www.abdesigngroup.com AA #: 0003325 SU191XV. & LOT: TUSCA PLACE NORTH LOT #42 PRO JEC T# 02108.008 MODEL: "2498" GARAGE SWING: LEFT FACE: LEFT & RIGHT ELEVATION ARCHITECT STATE QF FLC►RtDA JAMES IF NTWELL AR NO 12079 FRINT DATE: 0 4 I'7 I :SCALE: 1/4$$=1'-0" 5 I■) OF 2 y w o C) � O JU z u � 3 Q 0 LL '�. Cv n• N1 SU191XV. & LOT: TUSCA PLACE NORTH LOT #42 PRO JEC T# 02108.008 MODEL: "2498" GARAGE SWING: LEFT FACE: LEFT & RIGHT ELEVATION ARCHITECT STATE QF FLC►RtDA JAMES IF NTWELL AR NO 12079 FRINT DATE: 0 4 I'7 I :SCALE: 1/4$$=1'-0" 5 I■) OF 2 TYP. F R 0 N T E L E A T 10 TEXTURED FINISH —(o" '.BUTTERFLY METAL LATH w WINDOW CORNERS TYP ANN 12 1 1 WA1 I I 15 WA TYP.1"PA1 14A 14A WA3 I U 16A v WA3 TYP. , _ �„ WA TYP. MIN. ---� 14'-11" 1(o'-®" 9_1 MAX. 7B A2 TYP. 14B I WATYP. REAR ELEVATION TEXTURED FINISH —&" BUTTERFLY METAL LATH 0 WINDOW CORNERS LEFT ELEVATION TEXTURED FINISI-I —(o" BUTTERFLY METAL LATH o WINDOW CORNERS ja !B A3 TYP. RIGHT E TEXTURED FINISH ®-&" BUTTERFLY METAL LATH m WINDOW CORNERS A R C H ITEC TS Design Group,nc. .1 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MODEL,-. GARAGE SM7NG-. LEFT PACE: WALL ASSEMBLY ELEVATION 13„ ARCHITECT - STATE OF FLORIDA Im DATE: 04/17/12 SCALE: 1/4"=1'-0" SHEET 4B.1OF2 3 w W � q Q -A Olu OUlZll 0 uu a d) J Q w d z �- 4 Q to C-4 cv c� �t ill 00 SUBDIV. & LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MODEL,-. GARAGE SM7NG-. LEFT PACE: WALL ASSEMBLY ELEVATION 13„ ARCHITECT - STATE OF FLORIDA Im DATE: 04/17/12 SCALE: 1/4"=1'-0" SHEET 4B.1OF2 3 HEADER SPAN CHART (5impson) or (USP) CONNECTOR SCHEDULE SINGLE SIMPSON SIZI= (1 HGUS28-2 DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) 10d x 1 1/2 1 -PLY/ (6) 16d 2 -PLY Z 0 (2) META-libMee 1900 (10) 10d x 1 1/2 I -PLY (14) 16d 2 -PLY V) d HETA-16 1810 (9) 10d x 1 1/1 I -PLY/ (8) 16d 2 -PLY x 12 WETA-20 1810 (9) 10d x 1 14 I -PI -Y/ (8) 16d 2 -PLY 512E (2) HETA-20 2035 (10) 10d x 1 1/2 1 -PLY DBL 2 2500 (12) 16d 2 -PLY DBL 2 MGT + 3965 (1) 5/8' A.T.R. IN NIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD DBL 2 HGT-2 + 10900 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD DBL 2 HGT-3 + 10530 1 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD LTA1 1420 (12) 10d x 1-1/2' VGT 4340 (I) 6/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 0161 SDS 1/4' X 3' TO WOOD p (v AT l2-PLY/3-rm 1188/8890 (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) 10d x 1 1/1 0. q HTS -16 1180 (16) 10d x 1 1/2 z W z Iz HT6-20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 925 (10) 1044 � (P A LSTA-18 ++ 1255 (14) 10d (A MSTA-16 ++ 1315 (14) 10d Q MSTA-24 ++ 1640 (18) 1044 X MSTA-30 2050 (22) 10d (A MSTA-36 ++ 20DO (26) 10d MSTI-36 3800 (36) 10d x 1 1/2 MSTI-48 5065 (48) 10d x 1 1/2 H6 950 (8) 8d TO PLATES, (8) 8d TO STUDS SP4 805 (6) 10d x 1 1/2' TO STUDS 41) A33 150 (4) I(ad TO BEAM (4) 10d t0 POST. HCP2 645 (6) 10d x 1-1/2' HID 9 ABU 44 2200 6665 (I) 8/8' A r.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CCNG. (12) 16d t0 WOOD (A A15U 66 2300 12000 (1) 5/8'A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (I2)16d TO WOOD QY LTTI9 ++• 1340 (1) 3/4'A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EM5E/> IN GONG., (0A001 TO WOOD Ltt2 +++ 1625 (1) 1/2' AXA IN NIGH STRENGTH PO (MIN. 1' J IN GONG. (2l T TO WOOD Z Q 5610 HTT4 .4238 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC. (18) 10d x 1 1/2' TO WOOD (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN GONG. (18) 1644 x 2 1/2' TO WOOD (I) 5/6' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) 10d x 1 1/2' TO WOOD 14TT5 4610 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) 10d TO WOOD 090 /8 A.T.R. HIGH STRENGTH EPDXY, l EMBED.) CONC. e2b) Irod x O WOOD HHDQII-SDS 2.5+ 11,445 1) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10- EMMD.) IN GONG, (24)503 4' x ' WOOD SCREWS HP -1 6400 (91/9'A.15. IN HIGH STRENGTH EFOXY (MIN. 1' EMBEP.) IN CONC, (3)36' STUD BOLTS TO WOOD M13HA 3.56/1125 3415 5330 (1) 3/4'A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN Cm.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6..15' EMBEDMENT) IN G.M.U. FACE, (18)10d TO BEAM Ld MBHA 550/11.25 3415 5330 (1) 3/4' A.T.R. IN HIGW STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, IMIN. 6.15' EMBEDMENT) IN cmu. FACE, !18)10d 1*0 REAM Z tt G210-3 (WOOD 1810 31� 0 (FFLOO 10-I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (1(A) 1044 TO WOOD = HU0410 (CMU) 1810 5085 I8-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD NUC 210-3 1810 4000 18-1/4' x 2-3/4' TITIEN 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 C.M.U. WALL MUST BE FILLED SOLID w/ GROUT, ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/1' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 18 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W f- +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONPBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' 0 A.T.R. - A-3211 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS TWAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST 15E RESPONSIBLE 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 -A163 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2011' 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG G -SAS -2009. HEADER SPAN CHART BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING e 4'-0" O.G, 4 2X4 6YP 'w2 X -BRACING. REFER TO TYPICAL DETAIL SHTS FOR BRACING REQUIREMENTS FASTEN 2X4 SYP 02 OR SPF BEVEL CUT TO TRUSS TOP CHORD W/106 x 3" NAILS fa) b" O.G. STAGGERED NOTE: TRUSSES MARKED LU/AN "* " REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE A REQUIRED FASTENERS. 1-I4NC=f=-R5 TO 8E US1il (5impson) or (USP) HU52ro SINGLE 5TO1RY APPLICATION SIZI= (1 HGUS28-2 CLEAR SPAN DBL 2 x 6 UP TO S'-4" DBL 2 x 8 5'-4" TO -1'-0" DBL 2 x 10 7'-0" TO 10"-0" DBL 2 x 12 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS 512E CLEAR SPAN DBL 2 x & UP TO S'--/0" DBL 2 x a {{ 5'-0" TO 61 -411 DBL 2 x 10 6'-4" TO 8"-0" DBL 2 x 12 S'-0" AND OVER BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING e 4'-0" O.G, 4 2X4 6YP 'w2 X -BRACING. REFER TO TYPICAL DETAIL SHTS FOR BRACING REQUIREMENTS FASTEN 2X4 SYP 02 OR SPF BEVEL CUT TO TRUSS TOP CHORD W/106 x 3" NAILS fa) b" O.G. STAGGERED NOTE: TRUSSES MARKED LU/AN "* " REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE A REQUIRED FASTENERS. 1-I4NC=f=-R5 TO 8E US1il (5impson) or (USP) HU52ro � HU52G� �}C HGUS2(p-2 (G, THDH26-2 (1 HGUS28-2 � THDH25-2 T7HHU54(o OH THD46 5URA_2 2 SKH26R/L-2 DENOTE TRU55 WE13 BRACE REQUIKD. ... _ DENOTE RAT RUN a 10'0/C MAX. _ ... = DENOTE 2x6 STRON65ACK a I0' OIC MAX. MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER 5P,4N (ft.) UP TO 5'-0" TO S'-0' U.N.O. 4'-11 1/2" 1'-11 1/2" AND UP NUMBER OF HEADER STUDS ux SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 x 12 (02 SYP) u 2 /1611055 NAIL (3) 1244 s &"-8" O.C. TYP. 2x12 BM.ZHDR. HANGER 6CHEF,)IJLE _ I L - SIMPSON HU526 C 11 NEEDED / \ - SIMPSON THA422 (2 NEEDED) FRAMING NOTES. I. HURRICANE STRAPS TO BE MANUFACTURER) BY 51MP5ON 5TIRONG-TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE A5 FOLLOWS, U.N.O: * TRUSS TO MASONRY/CONCRETE SHALL BE META- Ir * FLOOR J015T TO MASONRY/CONCRETE SHALL BE HETA-1& AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRU55 TO WOOD FRAMING SHALL BE MT5-12 3.TRU55 TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4,REFER TO TRU55 MANUFACTURER'S SIGNED AND 5EALE1) DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5.HEADER SPAN CHART 4 MINIMUM WALL 4 HEAD ERR STUD REQ. ARE STANDARD U.N.D ON FRAMING PLAN (o. MIN. 2x4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 NAND LDRIVES Q EA. ENU. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 A5 PER APA REQUIREMENTS. HUC410 W/ 18-1/4"X2 3/4" TAPCONS (9 PER FLANGE) HUC410 W/ 18-1/4"X2 3/4" TAPGONS (9 PER FLANGE) — 2X(o LEDGER FASTENED TO EA FLR TRUSS W/Y4"DIA. X 4" LACE 5CRREWS 5ECURE 5m TO BLK W/(2) HETA-leo, BLK COL. TO I'-8" IFIRST FLud"UR FRAMING PLAi"! 2X(o LEDGER FASTENED TO EA XRUSS W/y4'IA- 4' LAG SCREWS i ARCHITECT. STATE OF FLORIDA 1,31 SECURE BM HUC410 W/ TO BLK W/(2) IS-i/411X2 3/4" HETA-11�, BLK TAPCONS (S COL. TO PER FLANGE) /1 \ELE ATI®N JD HUC410 W/ 18-1/4'X2 3/4" TAPCONS (9 PER FLANGE) I ' w :3 0 z(yz-, SON�w wOz�w _0E�z� 99 c 99 �T SOUTHERN TRUSS 03/23/12 ARCHIrEcrs Design Group inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W ux p 0. q p U C] Q z i z W z Iz u- F,4 � (P A LIN h• c �- Cv 41) SU333DIV. & LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MODEL: "2498" GA.RAt;E SWING: LEFT PAGE: FIRST FLOOR FRAMING PLAN ELEVATION >>B" LL PRINT DATE: 04/17/12 StCALE: 1/431-11-0,] HEADER SPAN CHART (Simpson) or (USP) CONNECTOR SCHEDULE SINGLE SIMPSON SIZE HGU628-2 DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) led x 1 IR I -PLY/ (6) lead 2 -PLY Z (2) META -16 1989 (IO) IOd x 1 1/2 1 -PLY O Isom (14) 16d 2 -PLY (A Q HETA-16 1810 (9) IOd x 1 1/2 I -PLY/ (8) 16d 2 -PLY g WETA-20 1510 (9) 1Od x 1 1/2 I -PLY/ (8) 16d 2 -PLY DeL 2 (2) HETA-20 2035 2500 (ID) led x 1 1/2 I -PLY (12) 16d 2 -PLY DSL 2 MGT + 3965 (1) 5/5' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) IOd TO WOOD DBL 2 HGT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) IOd TO WOOD D5L 2 HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) led TO WOOD L�LI LTAI 1420 (12) IOd x 1-1/2' VG,T 4940 (1) 5/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD 11)w (2.FLT/9-I°m '1189/8890 (2) 9/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) IOd x 11/1 14TS-16 1150 (16) Idd x 1 1/1 W z HTS -20 1450 (24) 1Od x 1 1/2 LSTA-12 ++ 925 (10) 1Od (P a-I� LSTA-IS ++ 1235 (14) 10d Vl MSTA-18 ++ 1315 (14) led ,a M8TA-24 r+ 1640 (16) Idd Cr MSTA-30 2050 (22) I0d ((A MSTA-36 ++ 20b0 (26) led Fr MSTI-36 3800 (36) IDd x 1 1/2 MSTI-48 D065 (45) IOd x 1 1/2 H6 950 (S) 8d TO PLATES, (5) ad TO STUDS SP4 555 (6) led x 1 1/2' TO STUDS 1!7 A33 190 (4) 10d TO BEAM (4) IOd TO POST. HCP2 645 (6) 10d x 1-1/2' Hid1-14 ABU 44 2200 w'v669 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (12) 16d TO WOOD (A A M 66 2300 12000 (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMMEDJ IN CONC., (12)16d TO WOOD = LTT19 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN GONG, (SAOd TO WOOD O TT2 +++ 1625 (1) 1/2' AT.R IN WIGP STRENGTH EPDXY (MIN. 1" EM .) IN CONC. (2))5' BOLT TO WOOD C 1 3612 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 11 EMBED.) IN CONC. (18) 12+d x 1 1/2" TO WOOD Z HTT4 4235 (1)6/S' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (18) 16d x 2 ' TO WOOD V2(1) Q43150 5/5' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) led x 11/2' TO WOOD HTTS 4610 5090 (I) 5/5' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) 1Od TO WOOD /5' AT.R. IN HIGH STRENGTH EPDXY, (MI EMBED.) IN coNc. orw 16d x 2 w, TO WOOD HHDQII-SD8 25+ 11,445 1) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. lid' EMBED.) IN CONC, (24)SDS 4' x MI WOOD SCREWS HPI 6480 (1)1/0'A.15. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (3) ' STUD BOLTS TO WOOD MBNA 356/11.25 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 6.75' EMBEDMENT) IN C.M.U. FACE, (I8)IOd TO BEAM (A ir_ W MBHA 5.50/11.25 3415 5330 (U 3/4' AT.R. IN HIGH STRENGTH EPO7CY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. FACE, (18)IOd TO BEAM 0C210-3 Z a (WOOD 1510 4WO (FLOOR) IS -1/4'x 2-3/4' TITEN ( 1d PER FLANGE) TO CMU, (10) 1Od TO WOOD 3140 (ROOF) = HUC410 (CMU) 1810 5085 118-1/4'x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD HUC 210-3 1610 4000 1 18-1/4' x 2-3/4' TITEN TO CM ( IO) IOd TO WOO HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE". CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ Idd COMMON NAILS CAN BE SUBSTITUTED WITH IOd x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 18 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. (A W H +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' O Z A.T.R. - A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST ME RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDC.) GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE_ r—ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2011" , 'HIGH WIND -RESISTANT CONSTRUCTION C-141,10% AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -SAS -2009. HEADER SPAN CHART E5RACING LEGEND EXTERIOR GA5LE TO BE ® DRACED LU/2X4 BLOCKING 6 4'-0" O.C. 4 2X4 SYP 02 X -BRACING, REFER TO TYPIC DETAIL SHT5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP *2 OR SPF BEVEL CUT TO TRUSS TOP CHORD LU/106 x 3" NAILS a (01 O.C. STAGGERED - OTE: TRUSSES MARKED W/AN "* " REQUIRE UJEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAUJINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. �,4NC�E�'.S TCS B3� USE=D (Simpson) or (USP) ® HU526 SINGLE 5TOR i' APPLICATION SIZE HGU628-2 CLEAR SPAN D5L 2 x 6 UP TO 5'-4" DBL 2 x 8 5'-4" TO -1'-0" DBL 2 x 10 I'-011 TO 10"-011 DSL 2 x '12 10'-0" AND OVER TWO STORY APPLICATION D0U1N STAIRS SIZE CLEAR SPAN DeL 2 x,16 UP TO 5'-0" DSL 2 x 8 5'-0" TO 6'-4" DBL 2 x 10 (6'-4" TO 5"-0" D5L 2 x 12 8'-0" AND OVER E5RACING LEGEND EXTERIOR GA5LE TO BE ® DRACED LU/2X4 BLOCKING 6 4'-0" O.C. 4 2X4 SYP 02 X -BRACING, REFER TO TYPIC DETAIL SHT5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP *2 OR SPF BEVEL CUT TO TRUSS TOP CHORD LU/106 x 3" NAILS a (01 O.C. STAGGERED - OTE: TRUSSES MARKED W/AN "* " REQUIRE UJEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAUJINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. �,4NC�E�'.S TCS B3� USE=D (Simpson) or (USP) ® HU526 (2� HU52(0 Q HGUS26 -2 � THDP26 -2 HGU628-2 (C. THDH28-2 (i -I HHUS46 THP46 �K 6UR/1-26-2 Q SKH26R/L-2 �C DENOTE TRU55 WED 13RACE REQUIRED. DENOTE RAT RUN a 10'0/c MAX. DENOTE 2X6 STRON BACK a 10' O/C MAX MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-m" TO 81-01 UN.O. r4uul 4.' -II 1/2" -T-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER 1 2 3 FRAMING NOTES, 1. HURRICANE STRAPS TO CE MANUFACTURED 5Y S1MP50N STRONG -TIE OR EaUAL, U.N.O. 2.TYPICAL HURRICANE 5TRAP5 ARE A5 FOLLOWS, U,N.O. * TRUSS TO MABONRY/CONCRETE SHALL CE META -16 * FLOOR J0I5T TO MASONRY/CONCRETE SHALL CE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL ESE MT5-12 3.TRUS5 TO TRUSS CONNECTIONS AND HANGERS SMALL 5E DESIGNED AND SUPPLIED 5Y TRUSS MANUFACTURER:. 4.REFER TO TRU55 MANUFACTURER'S SIGNED ,AND SEALED DRAWING5 FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5 -HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ, ARE STANDARD U.N.O ON FRAMING PLAN (o. MIN. 2X4 1-111- CUT CLOCKING SECURED W/3-106 GUN NAILS OR 3-1201 HAND DRIVES a EA END. CUT PITCH 4 LEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. TRUSS TO 4X(.) POST (2) HTS -20 POST TO CMU PTT -4 r )RI ATI In 17.'00F FRAMING PLAN ( LJ H 15-1(a POST TO CMU HTT-4 D5L STUD (2) 1 3/4" X rt Y4' MICROLLAM LVL UJ/(2) JACK 4 (2) FULL STUDS LU/(1) L5TA12 Q EA. END. FASTEN EA. STUD UJ/6P4 SOUTHERN TRUSS 03/23/12 ARCHITECrS Msign Group enc. I1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abdesigngroup.com AA #: 0003325 H r4uul U 0 L�LI N Lu Ir- Z W z u_ t� h (P a-I� til ru Fr SV 1!7 SUEDIV. 8c LOT: TUSCA PLACE NORTH LOT #42 PROJECT# 02108.008 MODEL: "2408" G A%RA,GFE SiNWURGf: LEFT PAGE: SECOND FLOOR FRAMING PLAN ELEVATION ARCHITECT- STATE Of FLORIDA 1 r 8 2�1 JAMES A ELL AR 12©79 PRINT DATE: 0 4 /17 12 SCALE: 1/4"=1'-0" SHEET OF'�" ELECTRICAL LEGEND 5YM50L DEFINITION NOTES 2498 SQFT GENERAL LIGHTING X3 VA PER SQFT 125v OUTLET 20 AMP 3000 110v OUTLET ftAMF R flgISTANT 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 1/2 OF OUTLET 1 DISHWASHER 1200 110v OUTLET WIRED t0 1 DISPOSAL 500 SUBTOTAL OF GENERAL LOAD SWITCH FIRST 10 KVA OF GENERAL LOAD AT 100' tl0078 REMAINDER OF GENERAL LOAD AT 40% 25194 VA x .4 EQUIPED WITH GROUND FAULT TOTAL NET GENERAL LOAD 20078 II0v OUTLET PUQ%TANT 2.6 TON HEAT PUMP#2 21 AMPx 240 VA- GPI 10 KW ELECTRIC HEAT AT 65% (TAM 5 KW ELECTRIC HEAT AT 85% --- NET GENERAL LOAD 4 WIRE 1,11 JJJJ JJJJ1111 220v OUTLET CONNECTION CALCULATED LOAD FOR SERVICE 33298 VA/240 V= 139 AMP 150 AMP SERVICE EXTERIOR Fault GFI WATERPROOF INTERS INTERRUPTER � OUTLET p 0 c� f W z LLI SWITCH SWITCH 3 -WAY OPER. �P4 SWITCH 4 -WAY OPER. ` WALL MOUNTED LIGHT CEILING LIGHT 1PROOF VAPOR VP LIGHT r RECESSED CAN 1 CFM PER VENT. FAN 50. FT. vENT. FAN I CFM PER W/LIGHT SQ. FT. 2' LIGHT STRIP 4' LIGHT STRIP 4' RECESSED 2-5UL5 WRAP ® FLUORESCENT LIGHT AROUND _ 2' FLUORESCENT _ 4' FLUORESCENT 4' TRACK LIGHT ® PANEL METER SMOKE BATT. BACK-UP DETECTOR W/ HARD INTER - BATT. BACK-UP CARBON W/ HARDWIRE IhNECTEP (� MONOXIDE/ CO SMOKE DETECTOR SHALL 5E A COMBO DISTANCE OF NOT LESS THEN 4" FROM WALL PENDANT LIGHT TELEPHONE . JACK WATER HEAT. WH DISCONNECT AIR. COND. A/C DISCONNECT TELEVISION tv. JACK GAS Q OUTLET CEILING ` FAN/LIGHT CEILING 1501, REQUIRED TO 5E SUPPORTED IN ACCORDANCE W/ 50X MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL E SECURITY KEYPAD PUSH- FOR TP -5. BUTTON CHIMES NOTES: * LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO 5E VERIFIED Q HOMEOU)NER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI e ISLAND (NOT ON KITCHEN CIRCUIT) * DI$HWA$HER DISCONNECT TO BE LOCKOUT IN PANEL * DATHROOM EXA1.15T FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(F5C 2010,RE6IDENTIAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * UIIRING METHOD SHALL BE NON METALLIC CABLE A$ N.E.G. 2005 ARTICLE 300.(5) (2) * ALL RECEPTACLES To BE TAMPER- RESISTANT TYPE FOR MIRCO/ HOOD A5V. METER FIELD VERIFY LOCATION INS LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE"D2) HOUSE PLAN: 2498 MODEL LOAD INFORMATION VA 2498 SQFT GENERAL LIGHTING X3 VA PER SQFT 7494 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1600 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 SUBTOTAL OF GENERAL LOAD FIRST 10 KVA OF GENERAL LOAD AT 100' tl0078 REMAINDER OF GENERAL LOAD AT 40% 25194 VA x .4 TOTAL NET GENERAL LOAD 20078 4 TON HEAT PUMP#1 28 AMPx 240 VA® 6720 2.6 TON HEAT PUMP#2 21 AMPx 240 VA- --- 10 KW ELECTRIC HEAT AT 65% 6500 5 KW ELECTRIC HEAT AT 85% --- NET GENERAL LOAD 20078 NET TOTAL HEAT 13220 TOTAL LOAD 33298 CALCULATED LOAD FOR SERVICE 33298 VA/240 V= 139 AMP 150 AMP SERVICE NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 01 CU, I Oro CU GND 2'' CONDUIT OR PROVIDE 3 02/0,4L, 104 AL CND IN 2'' CONDUIT. (CONDUIT TO TERMINATE ABOVE 5OFFIT s OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN 1 PH45E NEMA 3R ENCLOSURE MLO PANEL 15OA/2P MCB POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 50 PVC CONDUIT OR PROVIDE 3 O2/0 ALUMINUM (AL) IN 2'' DIA SCHEDULE 50 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW vOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2005 250.52(3). DIA X 8 FT LONG COPPER GLAD GROUND ROD NOT TO SCALE, GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2005 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL DE TYPE THHN/THWN UNLE55 NOTED OTHERWISE. ARCHITECTS Desi sn G ro u p Inc. .41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti SCALE: 1/4"=l'—O" SHEET 03r W uj � O w Lu Q ul N l'� C- � 0 UU p 0 c� f W z LLI LL cv cp ` F -i SX;BDIV. & LOT: TUSCA PLACE NORTH LOT #42 PROJECT# 02108.008 MODEL: "2408" GARAGE SWIXG: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA JAM DA.Tfa: 04/17/12 SCALE: 1/4"=l'—O" SHEET 03r ELECTRICAL LEGEND SYMBOL DEFINITION NOTES d) 125v OUTLET ern AMP �( 110v OUTLET rTAM'fjR ISTANt lL.l 31 I!2 of urav .OUTLET WIREDD TO r© :3 SWITCW BEDROOM # EQUIPED WITH 8GFl IIOv OUTLET GROUND PAJLT ITAM�R F;B%TANT 2200 OUTLET 4 WIRE CONNECTION W (] EXTERIOR FAULT cl WATERPROOF ID NTER INTERRUPTER 0 z d) OUTLET r� SWITCH SWITCH 3 -WAY OPER. SWITCH 4 -WAY OPER. "1 WALL ,, . MOUNTED Y LIGHT CEILING LIGHT `Q�VAPOR vP LIGHT r RECESSED Cv LQj CAN 1 CFM PER VENT. FAN SQ. FT. VENT. FAN 1 CFM PER W/LIGHT SQ. FT. 2' LIGHT STRIP 4' LIGHT STRIP ® 4' RECESSED FLUORESCENT 2-5UL5 WRAP LIGHT AROUND _ 2' FLUOISSCENT 14' FLUORESCENT 4' TRACK LIGHT © PANEL METER SMOKE MATT. MACK -UP DETECTOR W/ INT'DWIRE R- 15ATT. MACK -UP CARBON W/ HARDWIRE INNm (Qj MONOXIDE/ C cNCTr=p K >I 3/CO SMOKE DETECTOR SHALL BE A COMBO DISTANCE OF NOT LE93 THEN 4" FROM WALL PENDANT LIGHT TELEPHONE . JACK WATER HEAT. wH DISCONNECT AIR. COND, A/C DISCONNECT TELEvIS ION El JACK GAS 4 OUTLET CEILING FAN/LIGHT CEILING 15OX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ 50X MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL H SECURITY KEYPAD PUSH- FOR B. BUTTON CHIMES NOTES: * LOCATION OF TV JACKS d PHONE OUTLETS t FANS TO BE VERIFIED 6 HOMEOUJNER PRE -CONSTRUCTION MEETING. *ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI o ISLAND (NOT ON KITCHEN CIRCUIT) * D15HLU,45HER D15CONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2010,RES[DENT IAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * L1IRING METHOD SHALL BE NON METALLIC CABLE AS N.E.C. 2005 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE CEILING MTD. {� LIGHT TO BE sCALE; INSTALLED, PROVIDE J -BOX �( FOR OPT. FAN 9 lL.l 31 w :3 BEDROOM # �:JgD m I I z CEILING MTD. LIGHT TO INSTALLED, PROVIDE J -BOX \\ FOR OPT. FAN J R/A I I I I 1 � — — — — — J r ! CEILING MTD. ! LIGHT TO 5E INSTALLED, PROVIDE J -BOX FOR OPT. FAN MASTER BEDROOM SD CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J -BOX FOR OPT. FAN / /'oo BEDROOM #3 TO SWITCHSD / I 15T FLOOR 1 SD/CO i 4 CEILING MTD. �`� 1/01 /,,LIGHT TO BE INSTALLED, J_h_\MPROVIDE J-15OX FOR OPT. FAN 05D BEDROOM LE ill m'm ml ARCHITECTS CMsign G rO u p �n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVBI.DIV. & LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MODEL "2408>> GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA AR NO 12079 DAML& 04/17/12 sCALE; 1/4"-1'—O" SKEET w 9 lL.l 31 w :3 �a W (] 0 0 z d) w z lu r� r•• Cv iQ SVBI.DIV. & LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MODEL "2408>> GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA AR NO 12079 DAML& 04/17/12 sCALE; 1/4"-1'—O" SKEET 9 op -2 31 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIRMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB & MASTIC. AND INSTALLED AS PER 2007 FLORIDA MECHANICAL BLDG. CODE SECTION 603 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA 90A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER 2007 FLORIDA MECHANICAL CODE SECTION 603 6, ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCETO 2007 FLORIDA MECHANICAL CODE 603.1 7. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH 2007 FLORIDA MECHANICAL CODE SECTION 403 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED, 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORSTO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND 2007 FLORIDA MECHANICAL CODE SECTION 607 10. GRILLS AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11, DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PATIO FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: — —. — — — ALL HVAC TO HAVE PROPER _ _ PANS W/DRAINS — — — — — ATTIC I II I II CEILINGT I I I DINING y II 12X12 12X12 187 cfm 133 cfm PLENUM— AR ASR O RETURN KITCHEN SUPPLY I IF71 O11 EXTERIOR WALL Q IQ — I G7 AIR I I $ FAMILY HANDLER � I — I ROOM SUCTION AND LIQUID y REFRIGERANT LINES Aux. Drain Line EVAP.TRAY 314" PVC CONDENSATE DRAIN I LINE I I II PLATFORM RETURN - 8X4 — REFRIGERANT LINES TO CONDENSING UNIT I 8 4�� I I I 16 1 —I cm _ — TRAP DRAIN LINE AND TERMINATE IN P.A TRY I LAUN. — PWDR. A APROVED DRAIN, AS PER FLORIDA MECHANICAL BLDG. CODE 2007, 307.2.1.1 I I I I L — J 00 LEGEND ® SUPPLY AIR DIFFUSER A/C A1C LIVING RETURN AIR GRILL SECURE STRAPTO UNIT SIMPSON WB I I 12X12 ® SIDE-WALL OR 1 WAY DIFFUSER CONIC. ROLL STRAP. W/ (2)-3116"X2" I I 185 cfm TAP -CONS OR EQUAL —� SOLID LINE= SUPPLYTRUNK — — BROKEN LINE= RETURN TRUNK SECURE STRAP TO BALANCING DAMPER OR OBD CONC. SLAB UNIT W/ (2) #8x1 114 2—CAR GAR. FOYER SHT MTL SCREWS © CEILING EXHAUST FAN O/A OUTSIDE AIR A I {T THERMOSTAT A/C CONNECTION ® PASS THROUGH AIR GRILL TO PAD DETAIL — — PT II ENTRY COUNTERSUNK V-6" — — C.O. PLUG 8 FIN. GRADE ~ ' SEE SPEC. OR PAVING FIN. FLOOR OR WALL —��— co �:'; ►.. '_`` -------------------- SCORIATED NICKEL I Imo.:_ ::��y-- 1'-8"x8"CONC. BRONZE FL. I I i—_ —II —FITTING OR FIRST F MECHANICAL P ALL ELEV SON TO = EXTENSION TO BRASS PT -TING OR EXTENSION SOIL OR WASTE AS SOIL OR WASTE 71 PLUG I — IREQUIRED �I AS REQUIRED INSIDE CAULK — WADE 8240-K JOSAM 56000 _ SERIES NICKEL BRASSTOP ' k-7 P.V.C. OPTI/SPEC. ( III IIII� -- � /� — ---------41--� `r SITE PLAN III ---------—_V IINV.SEE 7 SITE PLAN FLOOR SLAB CLEAN-OUTTYP. EXT. GROUND CLEAN-OUT (TYP.) WIM ARCHITECTS GDe mi pn rouInc. 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 X42 PROJECT' 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN ARCHITECT STATE OF FLORIDA JAMES A ELL AR ff C 120-79 No PRINT DATE: 04/17/12 SCALE: 1/4"= V — C ll! N 1 F W W ci 4 � 0 Q z W W ca 0 6P zzz Q 01 1�) MEN 6 SUBDIV. & LOT: TUSCA PLACE NORTH LOT X42 PROJECT' 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN ARCHITECT STATE OF FLORIDA JAMES A ELL AR ff C 120-79 No PRINT DATE: 04/17/12 SCALE: 1/4"= V — C SHEET 10 OP2 A R C N r E c r s I! Design roup i e. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti Ul! Z3 w w a LU DUJ p (Y U o Q to z 4�u w 41.1 o N a 0 n h• SU333DIY. & LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN mmm000 ARCHITECT STATE OF FLORIDA JAMJNO ELL A12079 PINT DATE: 04/1'x/12 SCALE: 1/4"-1$_0" SHEET 11 OF'2 ��. A R c H ITFc rs .A oma 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i 19 UDLIIV. Be IAT: TUSCA PLACE NORTH LOT #42 PROJECT# 0221a8.008 MODEL.- " 2498 ODEL:"2498 GARAGE SWING: LEFT PAGE: CABINET LAYOUTS mmm000 ARCHITECT. STATE OF FLORIDA PRINT DATE: 04/17/12 SCALE: 1/4"=1'-0" SHEET 12 OF422) 3 W w � 44 w p O dw W d x A D' 0 Q 0 z z w ? m U i ? u LL. o v (P r cv m i 19 UDLIIV. Be IAT: TUSCA PLACE NORTH LOT #42 PROJECT# 0221a8.008 MODEL.- " 2498 ODEL:"2498 GARAGE SWING: LEFT PAGE: CABINET LAYOUTS mmm000 ARCHITECT. STATE OF FLORIDA PRINT DATE: 04/17/12 SCALE: 1/4"=1'-0" SHEET 12 OF422) 3 —CIJ +'S REBAR VERTICALLY W/ GONG. POUR CELL R-4.1 INSULATION TEXTURED FINISH E 4. S' CMU 1/2' GYP. WL. BD. WOOD BASE p , 4' CONC., REINF. W1 6'x6' 010 WW ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATMENT SHALL BE BORA-CARE z F 41 &1 41 (2) "b REBAR ON CHAIRS 1—STORY FOOTING 1 W BLOCK WALL SCALE: 1/2'=1'-0' • 4` CONC., REIN. W/ 6'x&'610 ULM ON 6 -MIL POLY ETHYLENE VAPOR i 4` BARRIER ON WELL -COMPACTED a. "5 CLEAN TERMITE TREATEMENT SHALL B(1) pk6,4R ON CHAIR& THICKEN EDGE SCALE: 1/2'-1'-0' C m , 4 4" CONC, REINF. W/ 6'x67" "10 WWM ON 6 -MIL POLY ETHYLENE VAPOR 4- 4- BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE GARAGE STEP—UP r� NON-BEARING SCALE: 112'=1'-fA' GRADE a .a 4 ° 4' GONG., REINF. W/ 6'x6' *10 WWM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL a. g. 4. BE BORA-CARE m 41 45 REBAR ON CHAINS 0 CONCRETE FAD SCALE= POURED LINTEL CONT. (TYPJ a' CMU FILLED CELL (TYP) 2X WALL FRAMING (4),4'X1' ANCHOR 150L.TS or (4))'X1' J -BOLTS MIN. 9' EMBEDMENT W/ 2'X2'X1/S` WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET N JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 1 �� BLOCK WALL CONNECTION SCALE: I!2'■ 1'-0' (1) Ob REBAR SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN.. L 4' CONC, REINF. W/ b'x(p' X10 WWM ON 4' 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL 13E BORA-CARE TYP. RETROFIT FOR A OMITTED DOWELS SCALE: 1/2'-1'-0' SECURE BT. PLATE TO BLK W/ }" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 'I' EMBED. MIN. a 32' OC MAX. ° 4' CONC., REINF. W/ 6`x6" 010 WLLM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED F CLEAN TERMITE TREATEMENT SHALL M 4, BE BORA-CARE (2)'"b REBAR ON CHAIRS 1—STORY FOOTING 2 AT L.B.W. W UPLIFT SCALE: SECURE BT. PLATE TO SLAB W/' ANCHOR BOLT W/2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. A 32' OC MAX. 4" CONC, REINF. W/ 6'x6" "10 WWM ON 6 -MIL POLY ETHYLENE VAPOR p BARRIER ON WELL -COMPACTED m U CLEAN TREATEMENT SHALL (3) 05 RE15AR ON CHAIRS 2—STORY FOOTING AT L. B. W. SECURE BT. PLATE TO SLAB W/ 10d CUT NAILS/ MASONRY NAIL * 32` O.G. MAX A A- A A Q a . 74'CONr_,RENF.W/&'x&'*I0WWM6'x6 10WWM ON ETHYLENE VAPOR qC N WELL -COMPACTED MITE TREATEMENT SHALL ¢, a, 4, AREt,_4. AR ON CHAIRS 1—STORY FOOTING 2 B AT L.B.W. W NO—UPLIFT) SCALE: STUDS 16' O.C. MAX 4' CDNC, REINF. W/ 6'x6' M0 WWM ON 5 1/2' 0 HEAD OF GARAGE b Vi" * HEAD OF GARAGE W1 CONC. POUR CELL VARIES WITH SLOPE PARIES WITH SLOPE A ; a SECURE BT. PLATE TO SLAB W1 }' SECURE BT. PLATE TO SLAB W1 ' CURB HEIGHT VARIES ANCHOR BOLT W/ 2' WASHER SET IN W SIMPSON HIGH STRENGTH EPDXY 1' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EXTENDED SLAB 1112' CURB HEIGHT VARIES Oc EMBED. MIN. +� 32" OC MAX. EMBED. MIN. a 32' OC MAX. 1/2' RECESS FOR SERVICE DR ea 0'-0" FIN. FLR. ° (2) 113 REBAR m I -STORY 1 e ; °' , ° . 4 a. * -- 4' CONC, REINF. W/ 6'x6' "10 WWM ON° °i 4' CONC, RENF. W/ 6'x6' "10 WWM ON •r Al 4' CONC., REINF. W/ 6'x6' *10 U M ON 6 -MIL POLY ETHYLENE VAPOR 6 -MIL POLY ETHYLENE VAPOR -'6-MIL POLY ETHYLENE VAPOR WELL BARRIER ON WELL -COMPACTED 14' BARRIER ON WELL -COMPACTED 14. 1 14' .'4-.e BARRIER ON -COMPACTED TREATEMENT SHALL CLEAN TERMITE TREATEMENT SHALL CLEAN TERMITE TREATEMENT SHALL CLEAN TERMITE m B- 4- 4'BE BORA-CARE 6' 6' BE £SORA -CARE U ISORA-CARE V-4' (2) Ob REBAR ON CHAIRS I _81 (3) S REBAR ON CHAIRS nCME E (2) +95 REBAR ON CHAIRS 4' S` 4' (2) +'b REBAR ON CHAIRS m in GARAGE STEP-UP GARAGE STEP-UP S LAB AT GARAGE 1 -STORY L. B. W. -STORY L.B.W. I-� SERVICE DOOR SCALE: 1/2'-I'-0' A2 SCALE: 1/2'=V-0' SCALE: 112'.1'-0' I I I' RECESS FOR Sfa.D. TRACK FINISH FLOOR ° 44 °. 10 SLAB AT S. G. D. SCALE: —CAULK AND SEAL �GAS LINE 1 J' PVC SLEEVE FOR GAS LINE 8' CMU "1 1/2, DRYWALL WOOD CASE e. r a a.4 e e ° a 1� GAS LINE THRU BLOCK SCALE: RECESS FOR V-0. GARAGE DOOR °. 4' CONC, REINF. W/ 6`x(p" 010 WWM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (1) 05 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE. 1/2'-t'-0` 1 SHOWER RECESS FOOTER SCALE: f� f2)4REBAR ON CHAIRS 2 -STORY (3) 06 RECAR ON CHAIRS *5 REBAR VERTICALLY W/ CONC. POUR CELL R-4.1 INSULATION a' CMU 1/2' GYP. WL. BD. z WOOD BASE TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' D.C. MAX 1/2' GTP. WL. BD. WOOD BASE ECURE BT. PLATE TO BLK W/ E ANCHOR BOLT W/2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY V Q EMBED. MIN, 0 321 OC MAX. 4' CONC., REINF. W/ 6`x6' w0 WWM ON 6 -MIL POLY ETHYLENE VAPOR ° BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE c� L 41 81 41 m 1'-4 (2) 45 REBAR ON CHAIRS AIRS FOOTING WZ FRAME WALL SCALE: (1) OS REBAR VERTICALLY W/ GONG. POUR CELL F a' CMU CURB HEIGHT VARIES oa , r O' d 4' CONC., REINF. W/ 6'X6' 010 WUJM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED a CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE 4' S' 4' (2) •b REBAR ON CHAIRS O U 1 -STORY FOOTING 8 AT GARAGE "b REBAR VERTICALLY W/ CONC. POUR CELL R-4.1 INSULATION TEXTURED FINISH a' CMU a 1/2' GYP. WL. RSD. iaJ WOOD BASE O , i ON 6 -MIL POLY ETHYLENE VAPOR a BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE 14' 61 61 4•(3) +b REBAR ON CHAIRS U t1_a. 2—STORY FOOTING 13 W BLOCK WALL SCALE: TIE VERTICAL REBAR TO HORIIONTAL MBAR W/ 10" HOCK GROUTED BOND BEAM L .k Yr ° � °d e CLEANOUT REQUIRED TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' O.G. MAX 112' GYP. WL. W. WOOD BASE SECURE BT. PLATE TO MILK Wl" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 'I' p EMBED. MIN. N 32' OC MAX. d. • 4' A 4' CONC., REINF. W/ 6'x6' •10 WWM ON 6 -MIL POLY ETHYLENE VAPOR ON WELL-CPACTEP CCLEANIETERMITE TREATTEEMENT SHALL BE BORA-CARE (3) OD REBAR ON CHAIRS ivy U t1_8. 2—STORY FOOTING A W FRAME WALL SCALE: I/2"=1'-0° 4' CDNC, REINF. W/ 6'x6' M0 WWM ON ° A. FOR INSPECTION W1 CONC. POUR CELL 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED ' A ; a CLEAN TERMITE TREATED FILL CURB HEIGHT VARIES ru 4' CONC., REINF. W/ 6'x6' 010 WWM ON 6 -MIL POLY ETHYLENE VAPOR ea 0'-0" FIN. FLR. ° (2) 113 REBAR m I -STORY 1 e ; °' , ° . 4 (3J *5 REi�AR � 2 -STORY b fU xS VERT. DOWEL LAPPED W/ BOND BEAM a. , .4 �p ^-'~ 6' PVC CHASE THRU FOOTING � tIE VERTICAL REBAR e 4 a 70 HORIZONTAL L OUTSIDE REBAR TO BE CONTINUOUS�o� a (1)+$ REBAR AT CORNERS W/ 2b' LAP MIN. - ° • OOK 8 REBAR W/ a' .r.... a ' ° a» TL 11-1 (3) 45 REDAR ON CHAIRS Ate., ° .°o a s T1 -STORY E 4' S` 4' (2) +'b REBAR ON CHAIRS m 4°.'..a °'. <. ; t1_4• 2 -STORY (3) 43 REBAR ON CHAIRS 2'-I' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1—STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING AT LINTEL CORNERS W BLOCK WALL E REINFORCING B SCALE: IR --1'-0' p SCALE: 112"=1'-0' SCALE: AL]C� ]EXTERIO Y00'7C']ER A'T F'I]L,,TI ]H[S LAB' S TO �� MIl�T. l �ELO W IJ]CeTD]['T'TTRF]E1D OIL TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' O.G. MAX 112' GYP. WL. W. WOOD BASE SECURE BT. PLATE TO MILK Wl" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 'I' p EMBED. MIN. N 32' OC MAX. d. • 4' A 4' CONC., REINF. W/ 6'x6' •10 WWM ON 6 -MIL POLY ETHYLENE VAPOR ON WELL-CPACTEP CCLEANIETERMITE TREATTEEMENT SHALL BE BORA-CARE (3) OD REBAR ON CHAIRS ivy U t1_8. 2—STORY FOOTING A W FRAME WALL SCALE: I/2"=1'-0° iK = 4' 16 6' 4" ;1} 13 K1 u I' -a- 2 -STORY FOOTING eA,Y-AAT GARAGE SCALE: 1 NOT USED 1 Y GROUTED BOND BEAM VARIES MR ELEV. a . ° TIE VERTICAL REBAR � " TO HORIZONTAL a.. REBAR W/10' HOOK J, VARIES PER ELEV. $ GROUTED BOND BEAM ° A ° a Q ° 4 :a CLEANCUT REQUIRED FOR INSPECTION � 4 N ° e 0-0' FN. FLR. ti, ' a4 a o .. ° TIE VERTICAL REBAR a $ • ° TO HORIZONTAL ° REBAR W/ 6' HOOK a HORIZONTAL/VERTICAL REINFORCING AT �+ BEARING CHANGE SCALE: 1/2'-1'-0' A R C H I T E C TS Design Group Inc. I14- 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abdesigngroup.com AA #: 0003325 (1) I5 REBAR VERTICALLY W1 CONC. POUR CELL 8" CMU CURB HEIGHT VARIES ru 4' CONC., REINF. W/ 6'x6' 010 WWM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED 0 CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE Z ° a» TL 11-1 (3) 45 REDAR ON CHAIRS CIS 1 m�a4e a iK = 4' 16 6' 4" ;1} 13 K1 u I' -a- 2 -STORY FOOTING eA,Y-AAT GARAGE SCALE: 1 NOT USED 1 Y GROUTED BOND BEAM VARIES MR ELEV. a . ° TIE VERTICAL REBAR � " TO HORIZONTAL a.. REBAR W/10' HOOK J, VARIES PER ELEV. $ GROUTED BOND BEAM ° A ° a Q ° 4 :a CLEANCUT REQUIRED FOR INSPECTION � 4 N ° e 0-0' FN. FLR. ti, ' a4 a o .. ° TIE VERTICAL REBAR a $ • ° TO HORIZONTAL ° REBAR W/ 6' HOOK a HORIZONTAL/VERTICAL REINFORCING AT �+ BEARING CHANGE SCALE: 1/2'-1'-0' A R C H I T E C TS Design Group Inc. I14- 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abdesigngroup.com AA #: 0003325 sul3niv. & LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 021.08.008 MODIMU "2498" GA CAC13C SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS FARCHITECT STATE OF FLORIDA wI1 DATE: 0 4 17 12 :SCALE: 1/4"=1'-O" SHEET DI Ogg 3 w 11-1 � V � �Ju 0 � a z Q lu d) CV E4 sul3niv. & LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 021.08.008 MODIMU "2498" GA CAC13C SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS FARCHITECT STATE OF FLORIDA wI1 DATE: 0 4 17 12 :SCALE: 1/4"=1'-O" SHEET DI Ogg 3 PANEL ANCHOR SEALANT SEALANT 3/8 -EXPANSION STRIP FREE OF MORTAR PANEL ANCHOR 1/4" EXP. BOLT 'G TWO PER ANCHOR WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND N, l PANEL ANCHOR STYLE CONSTRUCTION LINTEL PLATE — 3/5" EXPANSION STRIP FREE OF MORTAR L INTEL SEALANT TO BE MIN. 1/2" PEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR `�-GLASS BLOCK NOTE: THIS DIMENSION 15 DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING ,$ EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2) 1-1/4` 5-4 HEX WASHER HEAD WITH ANTI -CORROSIVE COATING TIGHT TO 5r=ND OF ANCHOR AND END OF SLOTTED HOLE TYPE 5 OR N MORTAR 1/4 MIN. 1/2" MAX. PANEL RE INFORC ING MORTAR ASPHALT EMUL5 1-3/4" X 20 GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL SECURE 2x6 MIN. TO BLK W/ (2) }�' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. 2X4 SECURED GABLE END W/(2)12d*EA. UPRIGHT 2X4 SECURED TO 2 ® GABLE ENG W/(2)12d (o 8" O.C. SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS; L-30 g ® SIDES: 9 GABLE BLOCKING 2X6 GARAGE DOOR BUCK W/ (3) TRUSS 2x4 BLOCKING J�'XS' J -BOLTS 4' EMBEDMENT MIN. 0 EA. RAFTER W/ 2'X2'X)4a WASHER AND NUT L-30 EA. SPACED EVENLY FROM FLOOR TO RAFTER GARAGE DOOR HDR. IN JOINTS N2.5 EA. PRIOR TO FILLING. RAFTER 1-2X6 PT BLOCK m CENTER OF -2x4 RAFTER DOOR HEADER W10)hIX5' J -BOLT$ 24' OC 4' EMBEDMENT W/ 2'X2"X)/o' WASHER 2x4 AND NUT FRAMING on ® (TYP) GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 8 NOT USED 4 FRAMED OVERHANG N.T.S. 2X4 DBL TOP PLATE 2x4 METAL STUD 24' O.C. 1/2" DRY WALL 2X4 16' O.C. MAX 2X4 PT. ST. PLATE 1/2' A.B W/ MIN. T' EMBEDMENT 2' DIA. WASHER ' 32' O.C. MAX 05 REBAR CONT. WOOD FRAME TO BLK. SCALE: SPARK ARREST T-41,2' PER MANUFACTURER 1X2 PT. TOP OF BIOX — DBL. TOP PLATE 2X4 STUD •r h II TEXTURED FINISH OVER - PAPER RACK EXP. MET, LATH, W/ ON O.S.B. SHEATHING OR ;" GPX PLYWOOD PRE. ENG. TRUSS A PLA�AFWSALE0' SIMPSON H-5 (MIN.) * 2X4 TO TRUSS PRE. ENG. TRUSS SP4 OR H-5 TOP PLATE TO STUDS !'-01" ABv. 10'-0' LEvEL TO ROOF :)R 2'-0' ABv. HIGHEST RIDGE WITHIN IV -0- W SIMPSON H-5 (MIN.) a 2X4 TO TRUSS 1 CHIMNEY DETAILS PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS 16' D.C. MAX SIMPSON LSTA-12 EA, JACK STUD, BOTH SIDES OF OPENING. 2x STUD5 0 16" O.C. MAX W/ SHEATHMG. SHEATHING TO B WITHIN J" OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS IEEE HEADER SPAN CHART FOR DETAILS ANP SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY S A TIME. USE 12d NAILS, TWO WITHIN W FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SP4 OR 145 w TOP AND BOTTOM PLATES o EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND PI 1p I Iw;= TYY. EXI'ERIOR WINDOW/ rJ DOOR OPENING WD FRAMED :�_SCALE: NAILING SCHEC>ULE ROOF DIAPHRAGM USE 1/16' O.S.B. OR 1/2" CDX PLY WITH "8 RING SHANK GUN NAILS AT 4" O.G. AT SUPPORTED PANEL EDGES AND *8 RING SHANK GUN NAILS AT Gam" O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS e 4" O.C. EXTERIOR SHEATHING USE "1/16' 0.8.8. OR 1/2" PLY WITH MS RING SHANK GUN NAILS At 6" O.C. AT PANEL SIDES AND 05 RING SHANK GUN NAILS 4" O.G. TOP 4 BOTTOM PANI_L AND 08 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAIL RE aU l REt'lr=NT5 SIZE HEAD LENGTH DIA. TENSILE STR ad RoUNP1"9oDIFIED I va, .113 110000 END AND IV O.G. MAX OR T SPACING. 10d ROUND,MODIFIED 21/8' .128 110000 OR T TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING SPACES AT EACH END.��' NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUES STAPLE, NAIL 4 TOOL ASSOCIATION s 1. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2. RING DIAMETER c2= 0012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER � 5. 2 INCH NAIL LENGTH p 0 ROOF 5HEATHING L A"'T'OUT N UJ,4 ,4CC INCA BUILDING LENGTH ,4N F,) E1� L. � 5RACING FOR G,45L-E ENP FIRA M ING SECURE 2x TO BLOCK W/ (2) a" TAPcONs OR 04/17/12 DRIVE PIN SCALE: (MIN SHANK SIZE .145) (MIN EMBED. I fid') }>; WITHIN V OF EACH +� 9 END AND IV O.G. MAX M SPACING. " O.S.B. SHEATHING OR" " CDX PLYWOOD 2x4 BLOCKS CMU WALL ARCH WINDOW FRAME A SECTION SCALE: 112'-1'-0' NOTE: : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT 0 OPENINGS 48 RING SHANK GUN NAILS * 4"O.C. 4 Evmom l=r�G�B 0 , 1 PRE TRU° MT6- 1/1611 2x4 BTM, PLA' 32 g PRE ,...,,, ,r..., ___ TRUSS 2X4 PBL. TOP PLATE 2X4 STUD 16" P.C. 1/2' A.B. W/ MIN. 7' EMBEDMENT LOCATE 6'-S' FROM ENDS AND 32" O.C. MAX. TEXTURED FINISH META -16 8" CMU WALL KNEE WALL DETAIL TO BLOCK 2X4X4' SECURE TO TRUSS W/ 3-12R W-8' O.G. MAX TYP, 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE TO BLK W/ META -16 2'-0" EXT] SCALE: I/2 "= I'-0' 8 RING SHANK GUN NAILS 6" 0. C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) C06 2' DECK SCREWS a W -S' O.C. MAX 0 EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK t0 EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 3/4' T4G SUS -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS . , OPT S PRE -ENG. TRUSS PBL. 2X TOP PLATE 1116" O.S.B. 2X BLOCKING v TOP OF 7/16" O.S.B. 2X STUDS 16" O.G. MAX. 2X BTM. PLATE 3/4" FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2 X4 a TOP 4 ):BOTTOM CONT. HETA-16 BLK. WALL CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK, W/ 1/4' GAP FROM BLK. t0 O.S.B. Q HORIZONTAL 2X S.F.F. STRUCTURAL BLOCKING AT PERIMETER OF 0.8.8. TO PROVIDE CONT. NAIL PATTERN Q REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING m TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW INSTALL ALL SHEETS UJ/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/21-11-01 A R C H IT E CTS AC�esign roupinc 41 N. RONALD REAGAN BLV[ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wvvw.abdesigngroup.com AA #: 0003325 * UBDIY. & LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MODEL - "2408" GARAGE SWING: LEFT PAGE: misc. DETAILS ARCHITECT- STATE OF FLORIDA 04/17/12 SCALE: 1/4"=1'-0" SHEET 7 7w lu lU O P' C4 = O W WJU Q N 'CL. q o � O Q z Z h A ( � c � c„ * UBDIY. & LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MODEL - "2408" GARAGE SWING: LEFT PAGE: misc. DETAILS ARCHITECT- STATE OF FLORIDA 04/17/12 SCALE: 1/4"=1'-0" SHEET D2 O P' �I I FI5ERGLA55 SHINGLES 2x4 BLOCKING BETWEEN OVER #15 FELT PAPER ON 2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES TRUSSES 4'-0" O.C. (AT �„ TRUSSES At 4'-0" D.C. (At OVER 015 FELT PAPER ON 5HEATHING� SEAMS) 0.5. 5. Sl-IE4T�IINC OR 2 SHEATHING SEAMS) GDX PLAT WOOD SECURED j 0.5.8. SHEATHING OR " PER NAILING SCHEDULE GDX PLYWOOD SECURED PRE -ENG GABLE TRUSS PER NAILING SCHEDULE 77--PRE-ENG GABLE TRUSS P.T. 1x2 W/ MTL. DRIP EDGE 2x4 NAILER MTL. DMP EDGE CONT. 2x4 RAT RUN SECURED W/ (2) FIBERGLASS SHINGLES 2x4 SUB -BAND CONT. 2x4 RAT TO BE INSTALLEDMID. POINT OF 126's e EACH TRUSS OVER 15 FELT PAPER: ONRUN SECURED 2x4 SUB -BAND ALUM. SOFFIT W/ (2)126's a EACH TRUSS ALUM. SOFFIT i TRUSS SPAN, OR 10'-0" O.G. MAX. Imo" O.S.B. SHEATHING OR 2° STIFFBAGK AT ALL UPRIGHTSTO BE INSTALLED 6 MID. CDX PLYWOOD SECURED OVER 4'-10" HIGH (5EE POINT OF TRU55 SPAN, OR STIFFBAGK AT ALL SEE ENERGY CODE FORMS PER NAILING 5GHEDULE SEALED ENG. FOR SIZE 4 10'-0" O.C. MAX. UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES. CONDITION.) SEE ENERGY CODE FORMS HIGH (SEE 5EALED ENG. a" GYPSUM BOARD OR �" FOR SIZE 4 CONDITION.) HIGH STRENGTH CLG. PRE -ENG T1<'U5S SEE ENERGY CODE FORMS 0.5.8. SHEATHING OR FOR INSULATION R -VALUES. FOR INSULATION R -VALUES. GDX PLYWOOD. ATTACHED D.5.5� SHEATHING OR BOARD MTL. DRIP EDGE" GYPSUM BOARD OR "" HIGH PER NAILING SCHEDULE ON° GYPSUM BOARD OR CDX PLYWOOD. ATTACHED 2x4 NAILER STRENGTH GLG. BOARD SHEET D5 HIGH STRENGTH CLG. PER NAILING 5CHEDULE ON 2x4 24" O.G. INTERIOR 2x4 SUP -BAND BOARD SHEET DS KNEE WALL VENTED ALUM. SOFFIT '` CONC. FILLED LINTEL BLK 115" THICK, 3 GOAT -' GONG. FILLED LINTEL BLK �/S" THICK, 3 COAT ,-0 W/ (1) 5 REBAR CONTINUOUS PORTLAND CEMENT PLASTER C(1) '"5 REBAR CONTINUOUS PORTLAND CEMENT PLASTER GONG. FILLED LINTEL BLK PRECAST LINTEL OVER EXPANDED GALV'D OVER EXPANDED GALV'D W/ (1) 05 R:E5AR CONTINUOUS EMBED. STRAP VERIFY W/ METAL LATH ON FORTIFIBER R-4.1 BATT. IN5UL. METAL LATH ON FORTIF1 ER TRUSS PLAN R-4.1 BATT. IN5UL. JUM50TEX GRADE "D" PRECAST LINTEL UMBOTEX GRADE "D" PAPER PRECAST LINTEL PAPER OVER TYVEK OVER TYVEK BUILDING WRAP WINDOW ATTACHMENT AS BUILDING WRAP (REFER TO WINDOW ATTACHMENT AS WINDOW ATTACHMENT AS (REFER TO STUCCO SPECS " THIFORK, 3 COAT PER MANUFACTURES STUCCO SPECS FOR rp/s PER MANUFACTURES OR COMPLETE INFORMATION) PER MANUFACTURES PORTLAND GEMENT SPECIFICATIONS COMPLETE INFORMATION) SPECIFICATIONS SPECIFICATIONS PLASTER APPLIED WEEP SCREED DIRECTLY TO PRECAST SILL WEEF-' SCREED PRECAST SILL (SEE DETAIL 2) �,._----�—PRECAST SILL MA50NR'r` (1) "5 RESAR VERTICALLY (SEE DETAIL 2) (1) 1"5 RE5AR VERTICALLY SECURE GABLE TO 2x& P.T. (1) '"5 REBAR VERTICALLY W/ CONC, POUR: CELL SECURE GABLE TO 2x& P.T. W1 CONC. POUR CELL PLATE W1 126'e, 5" O.G. MAX W1 CONC. POUR CELL 1x2 P.T. FURRING STRIPS PLATE W/ 126's 0" �O.G. MAX ii 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO ii 1x2 P.T. FURRING STRIPS �� r 6 1 �'a O.G. LK W/ x9 ANCHOR BOLT W/ S" CMU SECURE 2x& PT. PLATE TO ��----5" CMU 2 WASHER SET IN SIMPSON 8" CMU 111 HIGH STRENGTH EPDXY -1" I ( .I •I 1/2" GTP. WL. BD. BLK W/ 2 x9 ANCHOR, BOLT W/ 1/2 GYP. WL. BD. 1/2 Gyp. WL. BD. WOOD BASE 2" WASHER SET IN 51MPSDN WOOD 5A5E EMBED. MIN. 'a 32" OC MAX. WOOD BASE HIGH STRENGTH EPDXY EMBED. MIN. $ 32 It OC MAX. d . a. a� TH1CK 3 GOAT a 5/8" THICK, 3 GOAT a s I d 4 PORTLAND CEMENT d 4 PORTLAND CEMENT n PLASTER APPLIED 8 PLASTER APPLIED a a • • DIRECTLY TO 4 « • DIRECTLY TO « + MASONRY M450NRY 1-- STORY GABLE 1- STORY 1 -STORY GABLE W/ VAULT CLG. BLOCK WALL IABLOCK WALL BLOCK WALL SCALE: 3/4"=l'-0" SCALE: 3/4"=I'-0` 1 SCALE: 3/4" 2X4: ® 2X4: ® 2X4: SECURE t0 BLOCK W/ SECURE t0 BLOCK W/ 3/(b' SECURE t0 BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145(MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT I Y4') WITHIN S' OF EACH END 4 WITHIN 5" OF EACH END 4 WITHIN 5' OF EACH END 4 IS' O.C. MAX SPACING. IS" O.G. MAX SPACING. 151 O.G. MAX SPACING. 8' CMU 2Xb: ® 2Xh: ® 2Xb: ® NOTE: STRUCTURAL 2X MUST )6' DRYWALL SECURE t0 BLOCK W/2-3)(�' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK w/2 -3/f6' SECURE t0 BLOCK W/1-1/4' I"X4' OR I'X2" P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH ROUGH NOND BTRUCTURADL (MIN. SHANK 81ZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 Ix4 P.T. OR %'X4" MIN. SECURE MIN. HEAD SIZE .300 3,f&' TAPCON MIN. 1 Y4' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 3.fa" TAPGON MIN. 1-Y4" THRU FRAME 4 EXTEND I Y4' MIN. EMBEDMENT I Y4") EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4') 3%,.' TAPCON MIN. I Y4' MIN. EMBEDMENT 1,1/4') EMBEDMENT INTO BLOCK. -j/)gyp" Q , Qj? �" CFjx INTO BLOCK W/ 34- TAPCON5 WITHIN S' OF EACH END 4 gY GMU WITHIN 5' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN S' OF EACH END OR DRIVE PIN 15 O.C. MAX SPACING. 15 O.C. MAX SPACING. " TYVE�IG. BUILDING WRAP (MIN. SHANK SIZE .145 " h' DRYWALL s CMU IS" O.C. MAX SPACING. a, CMU J�' DRYWALL MIN. HEAD SIZE 300 2x5: ® Y "" " Y 2X8: ® Y 2X8: �J MIN. EMBEDMENT I -Y4' 3 ' 1X4 OR 1X2 P.T. NAILER DRYWALL SECURE TO BLOCK W/1-1/4' " " " FORT IF I P ER' BLDG PAPER SECURE t0 BLOCK W/2- �� SECURE t0 BLOCK W/2-3/(&' Y Y Y Y 1x4 OR 1X2 P.T. NAILER WITHIN 8" OF EACH END 4 18' TAPCONS OR DRIVE PIN %.' O.S.B. X 4' MIN. TAPCONS OR DRIVE PIN 1X4 OR I X2 P.T. NAILER TAPGON5 OR DRIVE PIN }fi," O.SB. X 4" MIN. O.C. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 `'--DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING GALV D MTL. LATHMIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 POOR CASING DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW Y POOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4)PER Y4 MIN. EMBEDMENT 1 ) ATTACH t0 2X PER MIN. EMBEDMENT 1 Y4 ) -1/5" TEXTURED DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8 OF EACH END 4 MANUFACTURES DETAILS. WITHIN 5' OF EACH END 4 ATTACH to 2X PER ATTACH TO 2X PER 15" O.G. MAX SPACING. IS O.C. MAX SPACING. 1S' O.G. MAX SPACING. MANUFACTURES DETAILS. FINISH 's WOOD MANUFACTURES DETAILS. WOOD �/a" TO 5/g" 'MID WALL NOTE= SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 CONSTRUCTION WEEP SCREED" DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16 DOOR JAMB TO BLOCK +3 DOOR JAMB TO BLOCK +3-7/16 Q.- WINDOW TO BLOCK +3 4 OR +5/4 WINDOW TO BLOCK +1-15/16" WINDOW TO BLOCK +3" WINDOW TO BLOCK +3-7 16" C E `' rv-CALE: I■ I -0 . N � � SCALE: I' = I' -(d' SCALE: I' = I'-0' SCALE: I"■ 1'-@' ...° a 2X4: ® 2X4: ® 2X4: ® 2X4: S" CMU SE t0 BLOCK W/ 3,fb' SECURE TO BLOCK W/ %,° SECURE t0 BLOCK w/ 31{6" SECURE TO BLOCK w44" TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN /�," TEXTURED MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 30120 MIN. HEAD SIZE 300 FINISH w MASONR`I' MIN. EMBEDMENT I Y4") MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT 1 Y4') WITHIN S OF EACH END 4 WITHIN 5 OF EACH END 4 WITHIN S OF EACH END 4 BE ON OUTSIDE 4 SECURED WITHIN 5 OF EACH END 4 151 O.C. MAX SPACING. IS O.G. MAX SPACING. 15 O.C. MAX SPACING. THROUGH NON-STRUCTURAL IS' O.C. MAX SPACING. 2xro: ® 2Xk': ® 2X6: ® %,' TAPCON MIN. IY4' 2X¢" CM SECURE TO BLOCK W/2-%' SECURE TO BLOCK W/2-3I(t,' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -3/f6' EMBEDMENT INTO BLOCK. SECURE TO BLOCK W/i-114" TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN11 BE ON OUTSIDE 4 SECUREP TAPCON5 OR DRIVE PIN TAPGON3 OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 8' CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED WEEPSCREED MIN. HEAD SIZE 300 MIN. HEAD SIZE .31x0 %' TAPCON MIN. 1 Y4" MIN. HEAD SIZE 300 k' DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y4") EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4') 1'X4" OR 1'X2' P.T. NAILER MIN. EMBEDMENT 1 Y4') Wb' TAPCON MIN. 1-Y4" WOOD /`� WITHIN 8" OF EACH END 4 WITHIN S' OF EACH END 4 Y WITHIN 5' OF EACH END 4 WITHIN 5' OF EACH END 4 EMBEDMENT INTO BLOCK. DETAIL t� 0 0 T 1� 15' O.C. MAX SPACING. 1S' O.C. MAX SPACING. 5 CMU 15" O.C. MAX SPACING. 2ND 2X SECURE t0 15' O.G. MAX SPACING. S" CMU S5" DRYWALL STRUCTURAL MEMBER W/(2)124 8 CMU 2X5: ® Y 2X5: ® ' Y Y 2X8' BLOCK CONNECTION ' Yt DRYWALL SECURE t0 BLOCK W/2-%&' 1'X4 OR 1X2 P.T. NAILER SECURE TO BLOCK W/2-3%6' WITHIN O.C.OF EACH END 410" SECURE t0 BLOCK W/I-I/4' %�" DRYWALL SECURE TO BLOCK WP-gi(& 1'x4' OR I'X2' P.T. MAILER 1' P.T. X 4" MIN. TAPCONS OR DRIVE PIN to 8 . MAX TAPCONS OR DRIVE PIN I'X4" OR I"X2" P.T. NAILER tAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN SCALE: 1 1/2 111' -Qu (MIN. SHANK SIZE .145 DOOR CASINGS (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 1' P.T. X 4" MIN. MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE .300 DOOR JAMES OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR CASING MIN. EMBEDMENT I Y4') ATTACH t0 2X PER MIN. EMBEDMENT I Y4") ATTACH TO 2X PER MIN. EMBEDMENT 1)/4') ATTACH t0 2X PER MIN, EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 5' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 5' OF EACH END 4 ATTACH TO 2X PER 15 O.G. MAX SPACING. IS O.C. MAX SPACING. 18 O.G. MAX SPACING. 15 O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +1-1/2'3 WINDOW TO BLOCK +2 1/4" WINDOW TO BLOCK +3" H WINDOW TO BLOCK +3 3/4 SCALE: 1"■ 1'-0" SCALE: I"= I'-0' SCALE: 1"■ 1'-0' SCALE. A R C H I T E C T Design Group Inc. 1441 N. RONALD REAGAN B LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.corr AA #: 0003325 --- O Lu Q a qoU z D 0 w z tu � q 141 N SXTHDIV. & IATz TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: MONOLITHIC I -STORY WALL SECTIONS & NOTES FARCHITECT- aTrATE OF FLORIDA 18 ZU12 DATLz 04/17/12 SCALE: 1/4"=1' - 0'Y SHEET D oir23 FIC ERGLASS SHINGLES FI 5ERGLA55 SHINGLES OVER 015 FELT PAPER ON 2x4 BLOCKING 5ETWEEN OVER #15 FELT PAPER ON 1° TRUSSES AT FIRST TWO 5AY5 D.S.B. SHEATHING OR 2" 7/16" 0.5.5. SHEATHING OR 4'-J" O.C.'(AT SHEATHING w PLYWOOD SECURED CDX PL CDX PLYWOOD SECURED SEAMS) PER NAILING SCHEDULE PER NAILING SCHEDULE PRE -ENG TRU55 PRE -ENG GA5LE TRU55 MTL. DRIP EDGE MTL. DRIP EDGE SEE ENERGY c0DE FORMS 2x4 SUS -SAND CONT. 2x4RAT RUN SECURED W/ (2) 12d s la EACH TRUSS 2x4 5U5-15AND FOR INSULATION R -VALUES. ALUM. SOFFIT S" GYPSUM 5OARD OR 5TIFF5AGK AT ALL 0 VENTED ALUM. HIGH STRENGTH CLG. All UPRIGHTS OVER 4'-10" SOFFIT 50ARD HIGH (SEE SEALED ENG. DOU5LE TDP PLATE TW15T STRAP VERIFY W/ FOR 51ZE 4 CONDITION) WINDOW HEADER SIZE TRU56 PLAN SECURE 2x4 PLATE TO VARIES PER WINDOW3�� FOR INSULATION R -VALUES. OPENING SEE HEADER WALL W/ a x� TNRU-COLTS SPAN CHART FOR 32" O.G. MAX THEN " GYp5UM 5OARD OR ° DETAILS SECURE GA51-E TO 2x4 HIGH STRENGTH CLG. s 0.5.5. SHEATHING OR, �" WINDOW ATTACHMENT AS PLATE W/ 126'6 8" O.C. MAX 50ARD I� CDX PLYWOOD. PER MANUFACTURES ATTACHED PER NAILING SPECIFICATIONS SECURE GA5LE TO DOR CL DOU5LE TOP PLATE SCHEDULE ON SHEET D5. TOP PLATE W/ SfME'SON WINDOW SILL HTG4 e 241" O.G. MAX i/S" THICK, 3 COATWINDOW ATTACHMENT AS PORTLAND GEMENT 2x STUDS 61o" O.G. MAX W/ WINDOOW HEADER SIZE PLASTER OVER R-11 BATT. IN5UL. MIN. VARIES PER WINDOW PER MANUFACTURER LASTGALVD OPENING SEE HEADER SPAN SPECIFICATIONS EXPANDED T G SUBFLOOR GLUED CHART FOR DETAIL5 WINDOW SILL METAL LATH ON AND NAILED AS PER I FORTIFICER JUM30TEXNAILING SCHEDULE 0.5.8. SHEATHING OR 2 2x 5TUD5 ''la 1Ga" O.C. MAX W/ GRADE "D" PAPER OVER CDX PLYWOOD. R-11 5ATT: INSUL. MIN. TYVEK. 5UILDING WRAP ATTACHED PER NAILING (REFER TO STUCCO SCHEDULE ON SHEET D5 —" T 4 G 5U5FLOOR GLUED SPECS FOR COMPLETE 1/5" THICK, 3 COAT AND NAILED AS PER INFORMATION)PORTLAND CEMENT PLASTER NAILING SCHEDULE NOTE: SHEATHING MUST OVER EXPANDED GALV'D NOT BREAK 1"-0" MIN. PRE -ENG FLOOR TRUSS METAL LATH ON FORTIF15ER FROM 2ND FLR LINE (INSTALL PER MFG. SPECS.) JUM50TEX GRADE "D" PAPER OVER TYVEK 5UILDING WRAP 2x4 CONT. lD TOE' AND 4." GYPSUM 1=30ARD OR (REFER TO STUCCO SPECS ST, OF FLR TRU55 (TOP HIGH STRENGTH CLG. FOR COMPLETE INFORMATION) 2x4 SUPPORTS 5T BOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRU55 PLATE OF 2ND FLR, 5T. CONC. FILLED LINTEL 5L< NOT 5R.EAG 1'-O" MIN. (INSTALL PER MFG. SPECS.) 2x4 15 FOR WALL #5 A CONTINUOUS FROM 2ND FLR LINE" GYPSUM 50ARD OR° SHEATHING NAILER) W/ (I) RE5AR HIGH STRENGTH CLG- R-4.1 LG.R-4.1 BATT. IN5UL. 2x4 CONT. TOP AND BOARD WEEP 5CREED5T. OF FLR TRU55 (TOP .' (SEE DETAIL 2A) PRECAST LINTEL 2x4 SUPPORTS CT GONG. FILLED LINTEL SLK WINDOW ATTACHMENT AS PLATE OF 2ND FLR, 5T. W/ (1) OS RE5AR CONTINUOUS EMBED. STRAW VERIFY PER MANUFACTURES 2x4 IS FOR WALL W/ TRU55 PLAN SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL 5/5" THICK, 3 COAT PRECAST SILL _,�- WINDOW ATTACHMENT 45 PORTLAND CEMENT (1) 05 RE5AR VERTICALLY WEEP 5CREED PER MANUFACTURER PLASTER APPLIED(SEE DETAIL 2A) SPECIFICATIONS DIRECTLY TO �--~`— W/ CONC. PDDR CELL MA50NR'I ii� 1x2 P.T. FURRING STRIPS PRECAST SILL 1 1(o O.G. EMBED. STRAP VERIFY (1) O5 RE5AR VERTICALLY 2—STORY W/ TRU55 PLAN 8 CMU �— W/ CONC. POUR CELL FIRST FLOORGY " K 3 GOAT STRIPS /a THTC 1x2 P.T. FURRING STR P BLOCK SECOND �--- WOOD 545E PQ ASTER A CEMENT 1 ° O.C. FLOOR FRAME DIRECTLY TO i ( all CMU 1 SCALE: 3/4"=1'-0" a MASONRY 1/2" GYP. WL. 5D. 2—STORY GABLE WOOD 5145E a FIRST FLOOR a 4 C a* BLOCK SECOND d FLOOR FRAME SCALE: 3/4"=l' -O" + %* ' A 0.5.5. SHEATHING OR CDX 2x STUDS 1(o" O.G. MAX W/ fi L.YWOOD. ATTACHED PER NAILING SCHEDULE -s 1(o" O.G. MAX W/ �/1�" 0.5.5. OR CDX ULE ON SHEET 2x STUDS R-11 BATT. IN5UL. MIN. 11 5ATT. IN5UL. MIN. D5 R-tYVE1< 5UILDING WRAF " T 4 G 5U5FLOOR GLUED" i/8 Tl -TICK, 3 COAT PORTLAND i" T 4 G 5U5FLODR GLUED FORTfF15ER AND NAILED AS PER CEMENT PLASTER OVER AND NAILED AS PER 5LDG PAPER NAILING SCHEDULE EXPANDED GALV'D METAL LATH NAILING SCHEDULE GALV'D MTL. LATH ON FORTIFI5ER JUM50TEX GRADE "D" PAPER OVER TYVEK 7/S" TEXTURED 5UILDING WRAF' (REFER TO FINISH Is WOOD STUCCO SPECS FOR COMPLETE WOOD /S" TO Na" MID WALL INFORMATION) CONSTRUCTION WEEP SCREED 2x4 CONT. 6 TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS 5T PLATE OF 2ND PRE -ENG FLOOR TRU55 FOR, 5T. 2x4 15 FOR WALL PRE -ENG FLOOR TRUSS all cMu 51MP50N HETA-1(a EMCED. SHEATHING NAILER) " GYPSUM BOARD OR 2° .° WEEP SCREE ' STRAP 6 32" O.C. MAX VERIFY HIHIGHSTRENGTH CLG. ,� 5/S" TXTUREP W/ TRUSS PLAN (SEE DETAIL 2A) BOARD FIN15H s MASONRY EM5ED. STRAP VERIFY CONC. FILLED LINTEL 5L< " GYPSUM 50ARD OR�� W/ TRUSS PLAN W/ (1) #5 RE5AR CONTINUOUS HIGH STRENGTH CLG- BOARD Na" THICK, 3 COAT PORTLAND GEMENT PLASTER APPL IED WEEP SCREED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL DETAIL WOOD TO LAR PRE—ENG FLOOR TRUSS BLOCK CONNECTION PERPENDICULAR 2��_-�_ �� SCALE: 11/2"=1'-O" SCALE: 3/4 1 0 A R C H! T E C TS Desupign Gro,nc. .441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBI V. & LOT: TUS C A PLACE NORTH LOT X42 FROJECT# 02108.008 MODEL: "2498" GARAGE MINING: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT STATE OF FLORIDA R 8 2012 A. JAMES N ELL AR 12 79 PRIN DAT 04/17/12 SCALE: 1/4"=1'-0" SIREET DA 0 T- r2 3 w iu a 0 J p z p o z lu z W. A � � h SUBI V. & LOT: TUS C A PLACE NORTH LOT X42 FROJECT# 02108.008 MODEL: "2498" GARAGE MINING: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT STATE OF FLORIDA R 8 2012 A. JAMES N ELL AR 12 79 PRIN DAT 04/17/12 SCALE: 1/4"=1'-0" SIREET DA 0 T- r2 3 A R c H ITEC rs Design G ro u p i nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVDDIV. & LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MODEL.: "2498" GARAGE SWING: LEFT PAGE: misc. DETAILS ARCHTECT- STATE OF FLORIDA ".: 1 71 JAJMSNCO ANTWELL 12479 D _jjET 04/17/12 SCALE: 1/4) _ 0" ZMEET D 5 or J Y � 0 N 44 LU 0 D N W q Q OU D e17 z 1z11 A � � to SVDDIV. & LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MODEL.: "2498" GARAGE SWING: LEFT PAGE: misc. DETAILS ARCHTECT- STATE OF FLORIDA ".: 1 71 JAJMSNCO ANTWELL 12479 D _jjET 04/17/12 SCALE: 1/4) _ 0" ZMEET D 5 or J 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIIBLE W/ HOUSE NOTE -YEP BUILDING WRAP I WRAP MATERIAL) OVERAPPR�® SHALL SE LAPPED A MINIMUM OF APPROVED HOUSE WRAP. (o" VERTICAL LAPS (ROLL FLASHING TO EXTEND ONTO PIPE ENDS) 4 W a HORIZONTAL LAPS. I" OR LES$ PIPE Wxda' SELF -ADHERING MEMBRANE A SEAMS NEED TO BE TAPED BACKING SHALL BE LAPPED NOT LL E PENETRATION FLASHING (COMPATIBLE W/ HOUSE ONE-PIECE VERTICAL "M" WITH FORTIBER SHEATHING TAPE LESS THAN 2 ON WALLS, THE " " TYPE CONTROL JOINT SACKING SHALL 15E LAPPED SO WRAP MATERIAL) OVER 4x4 ATTACHED TO WIRE LATH --- -- / � WATER WILL FLOW TO THE SELF-ADH(=RINCa MEMBRANE WNJIRE TIE. WIRE TIE LATH EXTERIOR. BACKING SHALL NOT FLASHING OVER APPROVED �- " / BE PLACED BETUIEEN PLASTER OUTSIDE OF _ HOUSE WRAF. TO U DE THICK, 3 COAT CEMENT FLASHING TO EXTEND ONTO PIPE APPLIANCE FLANGE W/18 PLASTER BASE (LATH) AND FLANGES OF::`::::: GAUGE WIRE 0 1' O.C. ACCESSORIES. METAL LATH TO WRB LAYER 02 FORTIFIFER / \ METAL FLANGE CONTACT SHALL . IBUILDING PAPER / r MIN. LAP +METAL LATH , BE REQUIRED TO ENSURE THAT LATH SHALL NOT IBE SELF -ADHERING CONTINUOUS THROUGH METAL LATH FLANGES ARE MECHANICALLY GUT AND OVERLAP ONE SIDE OF CONTROL JOINTS BUT01, 1 LOCKED TOGETHER. PER ASTM MEM$RANE WRU LAYER M 1, �X X X X I C1063 '1.83.1 GUT AND OVERLAP ONE SIDE OF SHALL BE STOPPED STUCCO WRAP X X X-- — FLASHING SELF -ADHERING MEMBRANE AND TIED AT EACH FLASHING SIDE. PER ASTM GI(A63 WOOD SHEATHING G�'T METAL LATH 5T WRIB LAYER *I, ad , b WRB LAYER "I," THICK, 3 GOAT GEMENT STUCCO WRAP Ix. o. x x�ic�=�C-i—x x x I PLASTER STUCCO WRAP MEtAI. LATH WWBRI�BL LAYER 02, FORTIFIBER 6' MIN PAPER LAI" BELOW ONLY / 1w1ET�L LGA�HAPER WRB LAYER 02, FORtIFIBER WRB LAYER 02, FORTIFI ERS,,- SUILDING PAPER ' —6'x&' SELF -ADHERING MEMBRANE 1 � BUILDIN(a PAPER FLASHING OVER 4'x4' J, TO " WR5 LAYER "1, GAP MIN --_ _- — STUCCO WRAP SELF -ADHERING MEMBRANE s' MIN 3" MIN I INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED / HOUSE WRAP. STRAPS, STAPLES) AS WHERE METAL PLASTER BASE REQUIRED TO SECURE I FLASHING TO EXTEND ONTO PIPE / WITH BACKING IS USED, THE WOOD SHEATHING PIPE/ WIRE TO FRAMING \ VERTICAL AND HORIZONTAL LAP x4" SELF -ADHERING MEMNE DRA F JOINTS SHALL BE SACKING ON FLASHING OVER APPROVED SACKING AND METAL ON METAL. _, ::.:. -. k:•;� o,: =, .,.:::- HOUSE WRAP. PER ASTM CIfa63 i 83 • ` ` FLASHING TO EXTEND ONTO PIPE 1' MIN LATH LAP, 4' OVER 3 " ALL LAP I . — /e CONT. E3EAD OF SEALANT ��--7�. APER LAP INSTALL APPROVED HOUSEWRAP AIR SCALE: 11/2'=I' -Cd' INFILTRATION BARRIER OVER SHEATHING wool"ELA$TOMERIC COATING OVER STUCCO/ I : C.V. FINISH (SEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL SECTION WOOD STUDS PER FBC E)do for lathing and plastering Exterior use of portland cement plaster ONE VERTICAL—PIECE SHEATHING „ „ , s shall comply with the application M TYPE CONTROL JO INT requirements of ASTM C 926-11 A. Installation of exterior lathing and framing SUILDING 5 shall comply with ASTM C 1063-11A. PAPER LAP f STUCCO V LAP a LATH 9' LAP a PAPER 1 I. FOLD INWARD PT. A I. FOLD INWARD PT. A I FE f=ENETFP.,.,AT1CN DETAIL FOLD 2. CREASE +� PT. 0 HORIZONTAL LATH KI C K f & PAPER DETAIL 3 �)NT D ETAIL FOLD ¢$ WOOD SHEATHING WR5 L A`'I'E R 111, STUCCO WfiR,4f=' � I. FOLD INWARD 4 I. FOLD INWARD PT. A u �.v./ PT. A 2. CREASE m PT Es x TH I CIG, 3 COAT CEMENT I. 2. CREASE ® PT. 1:5 ': PLASTER 3. CREASE a PT. C 3. CREASE w FT. C ¢. FOLD PT - coven Pr. METAL LATH 15 TILL PT. C TOUCHES 50TTOM FLANGE LAP WR5 4 TAPE OVER L E C'T' E N D � �, ,tom. � ROOFiWALL SCREED AINA FLANS (W az 5"X5" "L" T"rf=E CONTINUOUS LA"'r '*1 STUCCO W AF) it 50TTOM I=FOD GALV. METAL FLA5HINr ' FLANGE WATERTIGHT u Z (NAIL TO ROOF E: )EC<, NOT NOl CUDLD, 22 �n WALL SHEATH ING) WfR5 1.._ A "r 2 (FOfRT1F15EfR CAF' 5HINGLE - Do NOT NAI 15UILING;; A g" THICK, 3 COAT CEMENT INSTALL WITH ROOF CEMENT PLASTER M T A L L A T i4 X X X X WRB LAYER 02, FORTIF15ER �• BUILDING PAPER WRB LAYER 01 ,,.. o ♦ 4' ` ,?, STUCCO WRAP ROOF CEMENT STUCCO , LAP LAYERS OF BUILDING WRAP SHINGLE ROOFING OVER NAILING FLANGE, STOP I 8.�i ► % , WRB APPROX. IV ABOVE ly % % % % % SHINGLES WOOD � ,� CASINCti BEAD 5x5 WALL FLASHING KICK -OUT FLASHING (SEE \ 6ELF-AZ)HE,51VE FLASHING- - DETAIL) \ /1 FELT UNDEIQLAYMENT +— WATER TICoHT SEAL (BEND OR /rx � NOTE: INSTALL KICKDUT �SOLDER, 170 NOT CUT) 9 9 9 9 SHINGLE ROOFING FLASHING AT 150TTOM OF ROOF e II FLASHING - EXTEND INTERSECTIONS 5 _II_J DRIP EDGE: OVERLAP 2",1/2`=1'-0" EXTEND YaG ,cn� ' LE SHEATHING, MECHANICALLY FASCIA WRAP FASTEN 12' O,C. MAX. a R C H! r E C r S Design Group IInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7 74-4078 www.a bdesigngro up.com 116. AA #: 0003325 SUBDIV. aI: LOT: TUS C A PLACE NORTH LOT X42 PROJECT# 02108.008 MODE=.: "2498" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS CARCHITECT- STATE OF FLORIDA JAMIE CANTWELL A NO 12479 PRI T 3DATE: 04 17 12 SCAM 1/4"-1'-0" SHEET WAI W T !l -I O � W o JU z D z z Q � N IzU — cv SUBDIV. aI: LOT: TUS C A PLACE NORTH LOT X42 PROJECT# 02108.008 MODE=.: "2498" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS CARCHITECT- STATE OF FLORIDA JAMIE CANTWELL A NO 12479 PRI T 3DATE: 04 17 12 SCAM 1/4"-1'-0" SHEET WAI INSTALL (o" SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S)AND BOTTOM©YE STUCCO EFiNlal-I gyp" SLF ADHESIVE •a'. TOF' 51DE5 G,45LE -END TRUSS K I:t. W FLANGES OF NON-MOV,48LETU WOOD SHEATHING FRAME OF THE EXHAUST. SEQUENCE OF FLASHNG TO BE: 5E1 -F WOOD 51-IEATI-IING I . `01, SLAYER STUCCO WRAP 1. BOTTOM: 2. SIDES, 3. TOP FLASHING UNIT U,JRS LAYER 01, WRB LATER "2, F-ORTIF-15ER VENT GAP 15 TO BE SET IN BED j = STUCCO WRAF= WOOP BUILDING PAPER OF SEALANT At TOP AND SIDES ONLY. SEALANT IS TO BE PREMANUF. DRYER ,x CONSTRUCTION I.x METAL LATH TOOLED SO AS TO DEFLECT II PENT CAP (SET IN WATER AWAY FROM JOINTS. CONT, SEALANT) WR5 LATER 02, FORTIF15ER a" CMU I . FINISH 0 WOOD E -Z BEAD ALL AROUND BUILDING F'AI�ER I°' Yg" TO %'M VENT -APPLY SEALANT ALL Q WEEP SCREED .X JOINTS AND INTERSECTIONS I x APPLY SEALANT AT PERIMETER OF SEALANT i:514L t�ltm MLA -1 �.� . NON-MOVABLE FRAME AND STUCCO �� i vi- vi��v a --U N•-� ON ALL SIDES, %” CAULKING rat JOINT PLASTER'. ALL AROUND Q . 6" WIDE STRIP SELF R YE R VE ][�T T LO C ADHESIVE FLASHING, CLEAN PER FBC Exterior lathing and plastering ) �/a" TO �/,a" MID-WAL,L EF MASONRY BORE .4PPLYINCi Exterior use of portland cement plaster WEE1�' SCREED, TIE BACKER Ro©shall comply with the application TO METAL LATH W/1S TEx uRED �� FNISH A MASONRY I requirements of ASTM C 926-11A. CSA. IUIRE - O.G. iX HORIZONTAL WEEP SCREED IX Installation of exterior lathing and framing SELF -,41� 1 -IES I VE shall comply with ASTM C 1063-11A. BUILDINC P,4i='ER Fl-,4�v1-ZINC (FRAME TO BLOCK) r): OVER "QUICK WOOD FRAMED WR1 LAYER *1, WALL STUCCO WRAP I .. HOODED VENC , X.: " THICK, 3 COAT CEMENT — HORIZONTAL WEEP SCREED L E --'END PLASTERPIF'E TNROUC1-I A METAL LATH WALL (FRAME TO FRAIVI]E) 1:3 LAYER 02, FORtIFIBER � � �� INA�E FL �� C �� WR BUILDING PAPER-'� #�, `'�� '�`� WOOD SHEATHING — WfR5 LA"rEfR #2 (F-ORTIFIE�ER — DRYER STENT (FRAME) "QUICK FLASH" I uILDIN �'A�'ER� G,45<ET (INSTALL FER MANUF. SPECS.)METAL LATH X X X X all BUILDING PAPER STUCCO e. A oA. UNDER "QUICK FLASH" UJR15 LAYER 01, GUT OPENING IN STUCCO WRAP FOOD a,CT;- ISI APPROVED HOUSEWRAP FOR BOX INSTALLATION STENT PENETRATION CUT "X° INTO ADE5IVE�-SIN A 5C,4LE: N.T.S. WRB LAYER 01, • SELF -ADHERING STUCCO WRAP MEMBRANE FLASHING APPLY SELF-AC:>-IERING WOOD SHEATHING OVER FLASHING OVER BOX AND OVER APPROVED WRB LAYER Design Group,„�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 'SUBD►IV. & LroT: aTEF *1 &T 2 TUSCA PLACE NORTH APPROVED LOT #42 HOUSEWRAP W AY *1 r'5 LAYER BELOW STUCCO WRAF' PiZCyJBCT 02105.008 ELEC, METER FIELD j' VERIFY LOCATION GUT SUCH THAT APPLY 60 MIN SELF-ADi--IERING MODEI.. �a ELEC. METER FIELD NO MEMBRANE GRADE "D" FELT MEMBRANE FLASHING 2498 VERIFY LOCATION ENTERS BoX, OVER GAGE SWING: ,41`'1`'L1" STUCCO SCRATCH COAT APPLY TO F,4CE SELF-ADHERINCz EDGE FLASHING OVER LEFT AND ONE (1) LAYER OF FAINT APROVED PRIOR TO INSTALL INCA ELEC. HOUSEWRAP PAGE: METER WRB LAYER *2, FORTIFIBER WALL CAVITY TO ESE FILLED E3UILDING PAPER ASSEMB)L►� WITH RIGC) POLYMERIC, 5TEF 4 DETAILS ISOCYANOTE-F'0LY5LEND FOAM ("GREAT STUFF" OR SIMILAR) AREA TO RECE IYE ,4>~'I~'LY A SILICON COATINGELASTOMERI OVER STUCCO SCRATCH COAT SASE SE,a,LANT AT PC INT STUCCO/ G.V. FINISH 1 COAT OF 1~',4INT W/BAC1<- THAT ELEC. WIRE 1='ENETRATES APPLY E -z BEAD (SEE TYPICAL WALL ARCHrI'ECT: ROLL I�RIOR TO OVER (00 MIN °Q°� SECTION) STATE OF FLORIDA Q• ELEC. METER INSTALLATION GRADE "D" 0, 0. METAL LATH FELT -PROVIDE • o SEALANT AT ALL . JOINTS AND INTERSECTIONS° • p p 0 0 Q . p . p . 0. o i=ROYIDE STUCCO SCRATCH COAT LARGER THAN TINE ELEC. METER CAN OR METER CAN JAMS CAN ELL COM5O OR METER CAN AND A 012079 DISCONNECT &TE F 6TEF PRI Tz: 04 17/12 SCALE: 1/4" -1' - U" ELECTRICAL CONDUIT SHEET ELECTRICAL RECEPTACLE PENETRATION WA2 Cg� W lu a = w r-- O W W Q p la Z � q N LZU e q cv 'SUBD►IV. & LroT: aTEF *1 &T 2 TUSCA PLACE NORTH APPROVED LOT #42 HOUSEWRAP W AY *1 r'5 LAYER BELOW STUCCO WRAF' PiZCyJBCT 02105.008 ELEC, METER FIELD j' VERIFY LOCATION GUT SUCH THAT APPLY 60 MIN SELF-ADi--IERING MODEI.. �a ELEC. METER FIELD NO MEMBRANE GRADE "D" FELT MEMBRANE FLASHING 2498 VERIFY LOCATION ENTERS BoX, OVER GAGE SWING: ,41`'1`'L1" STUCCO SCRATCH COAT APPLY TO F,4CE SELF-ADHERINCz EDGE FLASHING OVER LEFT AND ONE (1) LAYER OF FAINT APROVED PRIOR TO INSTALL INCA ELEC. HOUSEWRAP PAGE: METER WRB LAYER *2, FORTIFIBER WALL CAVITY TO ESE FILLED E3UILDING PAPER ASSEMB)L►� WITH RIGC) POLYMERIC, 5TEF 4 DETAILS ISOCYANOTE-F'0LY5LEND FOAM ("GREAT STUFF" OR SIMILAR) AREA TO RECE IYE ,4>~'I~'LY A SILICON COATINGELASTOMERI OVER STUCCO SCRATCH COAT SASE SE,a,LANT AT PC INT STUCCO/ G.V. FINISH 1 COAT OF 1~',4INT W/BAC1<- THAT ELEC. WIRE 1='ENETRATES APPLY E -z BEAD (SEE TYPICAL WALL ARCHrI'ECT: ROLL I�RIOR TO OVER (00 MIN °Q°� SECTION) STATE OF FLORIDA Q• ELEC. METER INSTALLATION GRADE "D" 0, 0. METAL LATH FELT -PROVIDE • o SEALANT AT ALL . JOINTS AND INTERSECTIONS° • p p 0 0 Q . p . p . 0. o i=ROYIDE STUCCO SCRATCH COAT LARGER THAN TINE ELEC. METER CAN OR METER CAN JAMS CAN ELL COM5O OR METER CAN AND A 012079 DISCONNECT &TE F 6TEF PRI Tz: 04 17/12 SCALE: 1/4" -1' - U" ELECTRICAL CONDUIT SHEET ELECTRICAL RECEPTACLE PENETRATION WA2 Cg� COLUMN SHEATHING T.. — WEATHER RE515TIvE L II' ---'G END 3" X 3' 26 GA. GALV. IT BARRIER ill FIN15H LAYER i LAYER WOOD SHEATHING METAL DRIP EDGE FEEL 4 STICK) I SET IN FULL 5r=D Or- r—WEATHER RES15TIVE I I -" BARRIER 02 6" FEEL 4 SEALANT, Y2" MIN. Df;�AINAG-zE f=LANE (LOR5 SPACE FROM DRIP MODIFIED 1210 5TUCG0 LUF,,Af=) WOOD WR5 LAYER Ii STICK e DRIP FACE TO TREX I I• "• EDGE TO CONSTRUCTION 5TUCCO WRAP I DECK I UJfR5 LA`rEfR :#2 (F-0fRT1i=15EfR k4i" HAT CHANNEL I WR5 LAYER #2, FORTIF15ER WA/a" TYPE 'i WALL 5UILDING PAPER Y4" i FOR BACKER 5UIL�INl f=74f=EfR) IROD 4 SEALANT I /z'l 3/4" P.T. OR SIMULATED I WOOD (TREX) FILLER, \,--I FLA6HING METAL LAT�4 X -X -X -x WOOD SHEATHING CONTINUOUS VINYL CASING DEAD Y4- GAP FOR BACKER FULLY EMBEDDED THICK, 3 COAT CEMENT ROE) 4 SEALANT PLASTER WATER PROOFING I WEATHER RESISTIVE IN ROOF CEMENT WEATHER RESISTIVE WR5 LAYER 111, et LAYER (2 LAYER PEEL BARRIER 01 BARRIER #1 STUCCO WRAP STICK) WRAPPED FROM VINYL CASING BEAD WEATHER RESISTIVE THICK, 3 COAT CEMENT—j'\ 15ALCONY DECK TO—A1 WEATHER RESISTIVE ... Compowl KILLED 5ARRIER #2 1 PLASTER CANTILEVER APART FCR CI.ARIrY' Nit, HARRIER #2 LU00) 5HEATHINl AM(oilJC-150 CUSTOM CASING BEAD WATER PROOFING let I b" PEEL 4 STICK 0i LAYER (2 LAYER FEEL 4— 41 oo ----\--r=XTr=RIOR COLUMN DECK Ml=-M5RANr=, ... ri - , �e WR5 LAYER Ii DRIP EDGE TO DECK EXTEND OVER DRIP STICK) APAWr FOR CLARITY COLUMN SHEATHING STUCCO WRAP BUa FLOOR EDGE 5ELf=-AZDi 4E51VE 1=LA,5kNl ' 3 X 3" 26 GA. GALV 0 D c!l D 0 . WR5 LAYER 02, FORTIF15ER METAL- DRIP EDGE I)f2"x3" V FLASHING SUI ILD ING PAPER '5ET IN FULL MED OF \FULLY EMBEDDED IN T P/ -1 SUB FLOOR lV'XI :Y4' P.T. OR 51MULATE SEALANT," MIN. ROOF CEMENT 0) WOOD (TREX) FILLER, SPACE FROM DRIP GABLE END TRUSS CONTINUOUSFACE TO TREX I Y2" X 3' 2(o GA. GALV. 01 METAL DRIP EDGE VINYL CA51NG 5EAD SET IN FULL BED OF WEATHER RESISTIVE Y4" GAP FOR BACKER m (o' SELF -ADHERE ING ROE) 4 SEALANT WATER PROOFING let I Vi F�T- OR 61MULAT BARRIER 01 WR15 LAYER #I, FLASHING WRAPPED FINISH LAYER (2 LAYER 11 LAYER (2 LAYER PEEL 4 WOOD (TREX) FILLER SEAI-ANTj6"MIN. STUCCO WRAF CORNER OF CANTILEVER FEEL 4 STICK) STICK) WRAPPED FROM CONTINUOUS SPACE FROM DRIP 3/4 RESILIENT WEATHER RE515TIVE /FACE TO TREX HAT CHANNEL BARRIER *2 I Yw GAP FOR BACKER I "I AMIC 180 MIN,%a"3/4 RESILIENT BALCONY DECK TO — VINYL CASING DEAD 10 AM(0(0-wr-wcl--IaoAMI0QAM&&-LLF:Wr---180 xt I ROD 4 SEALANT HAT CHANNEL CANTILEVER /I VINYL CASING 5EAD CU612t� CASINGDEAD GAP T�l CUSTOM CASING DEAD III! WATER PROOFING let VINYL CASING BEAD THICK, 3 COAT CEMENT FINISH LAYER (2 L,4yr=R THICK, 3 COAT CEMENT (W/OPT. WEEPS) I PLASTER FEEL 4 STICK) LAYER (2 LAYER FEEL 4 20 NOT CAULK OR PLASTER SEAL GAP x METAL LATH 3/4 RESILIENT /I STICK) WRAPPED FROM WOOD SHEATHING HAT CHANNEL BALCONY DECK TO 5/a" TYPE i DRYWALL METAL LATH 5/5' TYPE 'i DRYWALL A W/TEXTUI 4 PAINTED 11 WEATHER RESISTIVE VINYL CASING 59AP---\ CANTILEVER UJ/TEXTURED 4 PAINTED WOOD SHEATHING 5ARRIER "i THICK, 3 COAT CEMENT FINISH FINISH WEATHER RESISTIVE PLASTER THICK, 3 COAT CEMENT (2) 2xl2 HEADER 1—HOUR CASING J` THICK, 3 COAT CEMENT 5ARRIER *2 am VINYL SOLID WIVE -FLANGE 5/6" TYPE 'i DRYWALL METAL LATH PLASTER BEAD DTL. l CANT. PLASTER W/TEXTURED 4 PAINTED CASING 5EAD 10A SCALE: 1 1/2"=V-01' VINYL CORNER DO NOT CAULK OR FINISH WOOD SHEATHING VINYL SOLID WIDE -FLANGE VINYL CORNER 5E4D VINYL SOLID WIDE -FLANGE 45ING DEAD VINYL CASING EA SEAL GAP THICK, 3 COAT CEMENT CASING BEAD PLASTER DO NOT CAULK OR VINYL CASING 5EADDO NOT CAULK OR 1—HOUR BALCONY DRIP VINYL CORNER BEAD SEAL GAP SEAL GAP 11A EDGE INSTALLATION VINYL CASING 5EAD 1—HOUR DRIP EDGE 1—HOUR BALCONY DRIP 11 C INSTALLATION (6) GABLE 11B EDGE INSTALLATION I COLUMN SCALE: NT6 WOOD SHEATHING 2x FRAMING 1„IE1„ 5ER c1mu WR5 LAYER *1, fir y THICK, 3 COAT CEMENT stucco WRAP PLASTER WOOF-) 5HEATHING -W. WR5 LAYER 02, F0RTIFI5r=R 21/2 5UILPINC-4 1=,4Fr=R VI I ujfR5 2 1/211 CORNER BEAD 7 LANrER 5TUCC10 WRAF METAL L,4TH FASTENED To 5HEATHING (FASTENER 4 SPAGINl' -V O.C.) -11, O.C. 1`''1,4X. THICK, 3 COAT CEMENTR5 L,4,rr=R #2, FORTIF15ER :,- .; .. - ... X : 5 1,) G PAPER - 'j 16 `lF- ADHERING d METAL LATH J., FLA5HING 00 FLODED WRa LAYER #1,THIC1G, 3 COAT CEMENT 5TUci WRAP VIEW FOR PL,45TER CLARITY) DRIP CAP WOl SHEATHING 5/a I' THIl 3 COAT CEMENT PLASTER Af=1f=1LIED rill: v SV METAL LATH DIRECTLY To MA,ONRY A ........... ..... WINDOW FLANGE WR5 LAYER %\— 02, FORTIF15ER WRe L,4YER 01, 5UILEDINCA PAPER STUCCI UJR5 L,4Y10R #2, FORTiF45r= 5UILF-)ING F'4 ER 6. CORNER BEAD Ca) FRAME Cur,.NETI-R., REA11) @) 1BjLf0'1CK- 4 41D MET,4L L,4TH A m A THICK, 3 CC ,4T GE ENT PLASTER (0`5ELF-ArDHERING FLABHING. A DRIP CAP UJINDOW FLANGE 15B CASING BEAD @a) WINDOW (FRAME, NO BA]N D) RCH!TEC T rou- P inc. L N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 mwabdiesigngroup.com AA #: 0003325 ti lu UJ a � 4 O C, d) z Lu z lul I SUIBIDIV. & TUSCA PLACE NORTH LOT #42 PROJEci 02108.008 MODEL. - "2498)) GARAGE SWING: LEFT PAGES: WALL ASSEMBLY DETAILS AROFUTECT- (STATE OF FLORIDA 2012 JAME CAN ELL A NO 12079 go I PRINT ]DATE: 04/17/12 SCALE: 1/4)3=11-01) SHEET olp WA3 WOOD 5H�4T�-IINC� Ya" GAP TYP" THICK, 3 COAT GEMENT - CASING !=BEAD PLASTER THICK, 3 COAT CEMENT WR5 LAYER "I, y ;< 1X TRIM MEMSER t0 TRIM METAL LATH SEALANTPL,45TER: STUCCO WRAP e STUCCO TO METAL LATH .? WOOF-)SHEATHING51DINC TRANSITION LA`T'ER 02, FORTIF15ER WR5 LA'Y'ER 02, FORTIFIBER BUILC�INC� PAPER 8u ILD INCA PAPER — ~- I : I # SIDING WooD SHEAt+-i INCA WR5 LAYER 1 {. 4 / •,,.1. . •. •.• �+�i�i�� 4 04 . . r .. as .Q as STUCCO WR,4P _ t `-° 1 O a METAL LATH.. I WINDOW FRAME THICK 3 COAT CEMENT I I /I —WR5 LAYER #2 FORTIF15ER WRC LAYER w2, FORTIFIE3ER PLA5TER I wRB LAYER "1, * —� 5UILDING PAPER ESU I L D INCA FAf=,E f StUGGO WRAP WRB LAYER I, � °SELF-ADHERINC:� � � I 1 STUCCO WRAP 1"1 TAL LAT1-� E -z �3E,4'p YfN`�'L GA51NC� FLASHING ms's- ~� C/45ING BEAD (W/�/a" FLEX15LE PSG BACKER ROD) VINYAL ,ANGLED /� +. �. ~� (ExpLoDED s"' T�41CK, 3 COST CEMENT 'VIEuJ FOR PL�4ST R � 5ELF-ADHEREING CASING BEAD 1 FLASHING OR PEEL 4 STICK CLARITY) _ _? '-` S IDI�T TO STUCCO O WR5 LAYER 01 STUCCO WRAP, CASING BEAD WIEM��R AROUND FR,4MINCrt DRfP CAP ��. �- WINDOW FLANGE WRB LAYERI, (CROSS SECTION)t 0 SELF r41DHE51VE FL,45�--IINC 5TUCCO WRAP - ,. - WOOD 5HEATHING VINYAL ANGLED �� 2X FRAMING CASING BEAD MEMBER DETAIL E L►O EXPLODED I \ WOOD CONSTRUCTION W�B LATER #2, FORTIFer=R BEYOND i BU I LQ INCA PAPER ' I �` WOOD SHEATHING i FOR CLARITY WEATHER RESISTIVE i I BARRIER *1 �- METAL LATH WEATHER RE515TIVE i � i {BARRIER *2 THICK, 3 COAT CEMENT LAP SIDING fo' SELF -ADHERING PLATER - I I U1/ REVEAL i /'� i FLASHING • . 6o' SELF -ADHERING THICK, 3 COAT CEMENT 'SELF -ADHERING \ °''' :: / FLASHING WEATHER RESISTIVE Y4 GAF TYF / i � 1 BARRIER *I CASING �'3E,4Z: PLASTER WEATHER RESISTIVE STARTER STRIP BARRIER *2 TO WINDOW METAL LATH i SEALANT I / 00 NOT CAUL< ro' SEAL OPENING OR FLASHING SELF -ADHERING e .a GALV ID METAL GALVD METAL -`f 'z' FLASHING WR5 LAYER 1*2, FORTIF15ER WINDOW FLANGE 'Z' FLASHING DO NOT CAULK OR 5U ILD INCA PAPER b" SIMULATED 1 a SEAL OPENING WINDOW FRAME CASING BEAD WINDOW WOOD TRIM MEMBER _`' WOOD SHEATHING STUCCO CASING (FRAME, WfBATD) BEAD .. 1,Y411 X 6' SIMULATED WOOD TRIM MEMBER5_ . a , n .. a ' °' : 4 .b •. a - a �~ SEAL GAP W/CAULKING °. •'-X- °: 4 \ OR APPROVED SEALANT -� STUCCO CASING BEAD x //\z v WRi5 L,4YER 111, SIDING TO STUCCO STucca WRAP C4) BLOCK TO FRAME WOOD 5HE,4THINCz I � TRANS ITIO N 6" WIDE PEEL 4 STICK OVER'. FLANGE WINDOW FLANGE METAL LATH E -Z DEAD VINYL C,451NC3 2X FRAMING (W/3/8" FLEXIBLE FVC 5ACKER ROD) WR5 LATER #1, MEMBER *APPL`Y FULL SED OF SEALANT 5ETWEEN STUCCO WR,4P UJC�0D Hf= IN FLANGE 4 EuILDINC WRAP ESU ILD INCA UJR LYR #2, FORTIFI3R WRAP 5U ILD INCA P,4PER I .` I WOOD CONSTRUCTION . 1 BEYOND 6' SELF -ADHERING ' WOOD SHEATHING � FLASHING " THICK, 3 COAT CEMENT &TUCCO UJRAP WEATHER RESISTIVE ' i I WEATHER RESISTIVE BARRIER VI i BARRIER 01 TO LAP PL�`STE<R I I WEATHER RESISTIVE ! W MIN. ABOVE TOP �V V� ��Y WINDOW BARRIER""2 /OF 'Z' FLASHINGSI%, _Irl ,AD CASING—' ' I uJR LAYER *12 FORT 11 fR W/!� REVEAL Q SIDING) nn 11// AA u n PINY ,4NCLD I 114— I I `�P i WEATHER RE81871vE 6" SELF -ADHERING BARRIER '"1 �— I FLASHING WEATHER RESISTIVE C,4SING 5E,4D BARRIER +'� METAL LAT STARTER STRIP VINYL C,451NG 5EAF2 �' Z'�FLASHING 9... L 1 I u DNOT CAULK OR DO NOT CAULK OR SEAL OPENINGTHICK, 3 0AT CE EVTOL01-ENING P NNG CEXPLODE) S GALV'D METAL WEATHER RESISTIVE LEGEND I �f(�R P L A S T "Z' FLASHING BARRIER *I TO LAP 1 Y�° X T' SIMULATED - OF 7' FLA5HINCa (o'MIN. ABOVE OP � ;,41N,4C E PL,4N C l�R CL,4R I TY WOAD TRIM MEMBER E -Z BEAD VINYL CA51NG 1 Y4" X w" SIMULATED # .I° CW/Val FLEXIBLE PVC 7 WOOD TRIM MEMBER L�4�E 1rC' �, �TUCCO WRAF) BACKER ROD) ! \ / I la' SELF -ADHERING (o" SELF -ADHERING ` FLASHING WR5 LAYER #2 (FORTIF15ER ...... YFLASHING HICK, 3 COAT SEAL CHAP W/CAULKINCxl,I1LDINC P,4PER� CEMENT PLASTER OR APPROVED SEALANT WEATHER RESISTIVE WEATHER RESISTIVE METAL LATH X X X X BARRIER 01 BARRIER 01 - ` E A D 05) ` I S E D WEATHER RESISTIVE E -Z BEAD VINYL CASING JLAIBARRIER 02 (W/%' FLEXIBLE PVC STUCCO F a. . a BACKER ROD) SAND (FRD AM E) SIDING TO STUCCO WEAT ER RESISTIVE 1ESISTIVE 17 BARRWOOF-) C7i—IE ATi-i ING @) FRAME TO FRAME SC,4L 1 1/2 =1'�� 19 TRANSITION 5ELF-,4DHE51VE FLASHING — — — — — — A R C H �r E C rs Design Group in�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w � >u z O w wLu p z D lu z ° 0) l q C m � � 4 x sUBDIV. &LOT: TUSCA PLACE NORTH LOT X42 PROJECT# 02108.008 MOIDMU "2498" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA `14'N 9012 JAME CA 'I WELL AR 0 1 79 PL1' ATE: 0 4 17 12 SCAIX: 1/4„_V_0„ SAMET WA4 CUT HOUSEWRAF AT 45° ANGLE MODIFIED "I" CU' IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOL OVER SHEATHIN WD STUD WALL INSTALL 6" SELF-ADHF FLASHING C NAILING FL, JAMB5 EXTEND FL I" BELOW SI FLEXIBLE F DO NOT SE FIN EMPORARILY OLD -UP # SEC IOUSEWRAP (01 'UCK FLAP UND t HEAD FOLD HOLISEWf IN AT JAMBS 8 SLOPE SILL R. INSTALL (o" SELF-ADHI_ FLASHING C COATED At HEAD FLA° (WITH END 1 NAILING FL EXTEND SELF-ADHE FLASHING 1' BEYOND Jo FLASHING INSTALL ME CAP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS T�- FLASHING AT THE FOLD DOWN D I,4GC ACRO; WINDOi %PPLY -'a" NOM. ;ONTINUOUS BEAD )F SEALANT AT IAM56 AND HEAD or %PPLY TO BACK OF JINDOW NAILING 'LANGE IN LINE W/ 'RE -PUNCHED 40LES OR SLOTS. JIDE ADHESIVE — :XIE5LE FLASHING )VER DRIP CAP 'ECTO-WRAP EQUIV) VVIND0W FLASHING IPdS'7C'ALLATIOAl DETAILS (FULL WRAP) SCALE: NTS � K mi 'Alim INSTALL WINDOW PLUMB, LE VEL AND SQUARE PE MANUFACTURERS WRITTEN INSTRUCTIONS —APPLY MEMBRANE FLASHING OVER JOINT NOTE: -- 1. IT IS THE CONTACTORS RESPONS15ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION, 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: CLEAN AND SEAL JAMS TO BILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROF=IT WORK NOTE; REPAIR 5G1-IEME 6kOWN 6a -ALL 3E IMPLEMENTED AT ALL WINDOW5 WITH EVIDENCE OF WATER INTRUSION 5ELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H IT E C TS Design Group Inc. 1441 N. RONALD RE AGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-.4078 www.abdesigngroup.com AA #: 0003325 ti WA5 W UU o w W a N 4 q 0 UO o N Z !W W z IZI.l N F IV. 8t IAT:A PLACE ORTH T #42 CT# 0 8. 0 0 8 MODEL: "2498" GARAGE SWING: LEFT PACE: WALL ASSEMBLY DETAILS: WINDOW FLASHING ARCHITECT= STATE OF FLORIDA A A120 JAMESELL AR N9 T INTTE: 04/17/ 12 SCALE: 1/4"=1'-0" SHEET WA5