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2221 Tulip Valley Pt 12-1408 (a)99 � � ot) 99 FOR: I' I °" �w•w�w. ul -ib U'f b U'f bo Com C B C 12 5 22 212 5850 T. Cl LEE BLVD. SUITE 600 ORLANDO, FL 32822 Teb (407) 850-5200 Fax (407) 850-5300 • STATE OF FLORIDA DESIGN CRITERIA: LAVATORY AIR CONDITIONING LUM. CERTIFIED BUILDING CONTRACTOR: *FLORIDA BUILDING CODE (FBC) 2010 RESIDENTIAL IA/C ABV. MEDICINE CABINET • 2010 FLORIDA FIRE PREVENTION CODE . MANUFACTURER • NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION ALT- AMP. NORTON HOMES • ALL LOCAL AND STATE CODES BD. METAL THRESHOLD CENTER LINE CL 5850 T.G. LEE BLVD. SUITE 600 CABINET CAB. METAL CEILING CLG ORLANDO, FL, 32822 CLEAR CER. TEL: (407) 850-5200 CONCRETE CONC. CPPT.T. FAX: (407) 850-5300 *OCCUPANCY — RESIDENTIAL, GROUP R3 C.T. D. PUSH BUTTON •CONSTRUCTION TYPE — VB D.G. PHONE • MIN. INTERIOR FINISH — CLASS B DIA. PLATE • BASIC WIND SPEED — 140 MPH (M/S) DIM. DISP. PLYWOOD o1 -STORY RESIDENCE — DP' PAIR • STATE OF FLORIDA •2—STORY RESIDENCE — MAX. HEIGHT AS PER DTE. DIMENSION LOCAL AND STATE CODES RISER PROFESSIONAL ARCHITECT: D.W. EA. SPECIFIC PARAMETERS FROM FBC 2010 CH. 3 JAMES CANTWELL• USED FOR DESIGN INCLUDE: ELEV. EXH. DOOR CONCRETE MASONRY RESIDENTIAL REFRIGERATOR AR NO. 12079 • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT' F.G./FX . DETAIL • AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-10 F.G. A.B. DESIGN GROUP, INC. FR. S Q . FT . CALC . S 1441 NORTH RONALD REAGAN BLVD. FLUOR. F SMOKE DETECTOR LONGWOOD, FLORIDA 32750 S.H. FTTG.G- Tel: (407) 774-6078 LIVING 1661 SQ. FT. GAR. DISP. Fax: (407) 774-4078 GARAGE 404 SQ. FT. G.F.I. EXTERIOR ENTRY 25 SQ. FT. GL. FIXED GLASS SIM. GYP. BD. FUEL GAS SL H.B. FINISH TOTAL 20g3 5Q.* H.C. HDR. PLAN REVIEW STD: PATIO 35 SQ. FT. OPT. LANAI 168 SQ. FT. OPT. EXTENDED LANAI 204 SQ. FT. HGT.ORHT INSUL. INT. DATE CHECKED BY: FRENCH DOOR ABOVE LAV. LAVATORY AIR CONDITIONING LUM. LUMINOUS ADJUSTABLE M.C. MEDICINE CABINET ALTERNATE MFR. MANUFACTURER AMPERAGE MIN. MINIMUM BOARD M.T. METAL THRESHOLD CENTER LINE MTD. MOUNTED CABINET MTL. METAL CEILING N.T.S. NOT TO SCALE CLEAR O.C. ON CENTER CONCRETE PL PROPERTY LINE CARPET P.B. PUSH BUTTON CERAMIC TILE PH. PHONE DRYER PLT. PLATE DOUBLE PLYWD. PLYWOOD DUAL GLAZED PR. PAIR DIAMETER P.T. PRESSURE TREATED DIMENSION R. RISER DISPOSAL RAD. RADIUS DEEP R.A.G. RETURN AIR GRILL DOOR REF. REFRIGERATOR DOWNSPOUT RM. ROOM DETAIL R.O. ROUGH OPENING DISHWASHER S.C. SOLID CORE EXT DR EACH S.D. SMOKE DETECTOR ELEVATION S.H. SINGLE HUNG EQUAL SHT. SHEET EXHAUST SHTHG. SHEATHING EXTERIOR SHWR. SHOWER FIXED GLASS SIM. SIMILAR FUEL GAS SL SLIDING FINISH SL, GL. SLIDING GLASS FLOOR STD: STANDARD FLUORESCENT SWS SHEAR WALL FRENCH DOOR SECTION FOOTING TEMP. TEMPERED GLASS GAUGE THK. THICK GARBAGE DISPOSAL T.O.C. TOP OF CURB GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GLASS TYP. TYPICAL GYPSUM BOARD U.N.O. UNLESS NOTED HOSE BIB OTHERWISE HOLLOW CORE V.P. VAPOR PROOF HEADER W. WASHER HEIGHT W/ WITH INSULATION WD. WOOD INTERIOR WDW. WINDOW 4 W/H WATER HEATER W.I. WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION 03/16/112011 015COVERY REVI5ION5 COMP=LETED 04/15/11 QUALITY CONTROL REDLINES 05/09/11 CONTROL DATE 05/11/11 STANDARDIZED SOUTHERN ENGINEERING 05/16/11 REMOVED OPT EXT LANAI PER RYAN MACDONALD 06/14/11 ADD TRU56 ENG FROM RANEY ELEV. 'B EXT. LANAI"' 06/28/11 ADD TRUSS ENG FROM GGA ELEV. 'A,B4C' 06/28/11 ADD TRUSS ENCS FROM PROBUILD ELEV. 'A' 08/08/11 ADD TRUSS ENG FROM PR05UILD ELEV.'54C' 12/01/11 5TANDARDIZED HVAC LAYOUT 01/20/12 APPLIED WALL ASSEMBLY DETAIL TO FLAN 03/06/12 ADDED STONE TO ELEV. A 4 B FOR WINDSONG PER RYAN MACDONALD 2)3/15/12 FBG 2010 UPDATE v3uj�jmg A Design roup �nc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com J AA #: 0003325 JI i INDEX OF DRAWINGS SHEET # DESCRIPTION PG C1—COVER PAGE PG GN -GENERAL NOTES PG 1 -FOUNDATION PLAN PG 1A—DOWEL PLAN PG 1B—LINTEL SCHEDULE (CAST—CRETE) PG 1B.1—LINTEL SCHEDULE (WEKIWA) PG 1C—WIND LOAD CALCULATIONS PG 2 —FLOOR PLAN PG 3A—FRONT & REAR ELEVATION "A" PG 4A—LEFT & RIGHT ELEVATION "A" PG 4A.1—FRONT, REAR, LEFT & RIGHT ELEVATION "A" PG 5A—FRAMING PLAN ELEVATION "A" PG 5A.1—LANAI OPTIONS ELEVATION "A" PG 6—ELECTRICAL PLAN PG 7—MECHANICAL PLAN 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 v3uj�jmg A Design roup �nc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com J AA #: 0003325 JI i LLu - © w z w �[ Q O 4 E. SUHDIV. sc LOT: TUSCA PLACE NORTH LOT X18 PROJECT# 1885.054 MODEL: "1662„ GARAGE STMgG: LEFT PAGE: COVER PAGE ARCHITECT STATE OF FLORIDA DATE: 03/30/12 SCALE: 1/411=13-011 SHEET l OF2 21 T. L CL 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 FBG 2010 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED (VULT) 140 MPH II. EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2010 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 140 MPH MIN, WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2, AS PER FBC 2010 SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2010, SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2010 SECTION FRC R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN /2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/" 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS, LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/" 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, AGI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO GELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN 1/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2010, SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID INA RUNNING BOND PATTERN OR, IFA STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AGI 318-08. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6 W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2 FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3-011.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: 1. #11 AND SMALLER 3/"" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11/11 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: L ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb = 1,500 PSI Fv = 175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2010 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2010. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 518" OSB EXPOSURE -1 OR 112" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW, ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH 1/" 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, 8" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, %" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 & ASTM -C1063 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 ITEC TS IZFDesign Group , nc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdeslgngroup.com AA #: 0003325 4 w q w Q Lu � L Z 0 d � +- d QL =3 U m 514 SI'UBDIV. & LOT: TUSCA PLACE NORTH LOT #18 PROJECT# 1685.054 MODEL: "1862" GARAGE SWING-. LEFT PAGE: GENERAL NOTES ARCHITECT= NATE OF FLORIDA m LL 120 p , 03/30/12 SCALE: 1/4)$=I l 0$$ SHEET uf N O P2 01 Lo 4" - CONG. 5L A>'3 f-- —T OFT JT J_ Rte. L_ w L,� t� 1" fi='VC r' Ei7 1 Z_ 13' - Hca' vl " J ■ �/ I �I I I Z4"ONC., RE INF. LU/ G "x(o �1 I olm LUWM ON 6 -MIL FOL) - ETHYLENE VAFOR BARRIER ON WELL -COMPACTED CLEAN ■ FILL TERMITE TREATEMENT I SHALL BE BORA-CARE I 141_QII DPT DPT I D L.D' II ua_ I HS n m o r� 7'-0” D1 4 411 — D1D1 CONC. SLAB I I 1 I X01 D1 I O 115 J-3 1/2 11w 4 I DI O D1 ■ IcA 10 EXTEND _ I D1 SL 14 14'-0' DI /\ IZ_ II WH 4 �42 D1 I I®' ELEV_ -1-Fr-[N, CONC, SL 41=3 21-111 2'-1(d" �. rQ� rp� LAY. LAV. ■ I 1 I i– I I 31_111 2'-7" ■ I 2" 5TEELPIP> BOLELARD io r —, — ■ N I 11 V f 4'- 1_ 0'1 -'l 1/2' NOTE: S 2 "VTR I� 1 1/2 " I u , LAV_ LAV �Z2 "X2 �, ■ 0 P T OWNER9S A 411 4 Fl SLAB DI 1 I 24'X24"X12" CONC. D1 ■ r PAD W/3 - 05 5,4R5 O I E.LU. ON CH,41R5 w u- MIN. 3" COVER O w -3 1/211 .II l to D1 x,_21 41_211 'UB A R C H I E C T Design roup G,„c. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup-com AA #: 00033.25 SVHDIV 8e LOT: TUSCA PLACE NORTH LOT X18 PROJECT# 1665.054 MODEL.- "1662" ODEL:„1662” GARAGE SWING*. LEFT PAGE: FOUNDATION PLAN ARCHITECT - STATE OF FLORIDA JA JLS CA'NTWELL R NO 12079 ■� P NT Q3 34/12 DATE: SCALE: 1/4"=1'-6) SHEET OF� - L,4V. w T_ ► IQ�II XI w-1 pl 21- 11 3 S 1 S — -3 1/211 n A 11 LL n i GONG. SLAB -� O w I 01-011�LEV. I ■ ■ I FIN. CONC. 5L,45 I ■ I I a NOTE: S 2 "VTR I� 1 1/2 " I u , LAV_ LAV �Z2 "X2 �, ■ 0 P T OWNER9S A 411 4 Fl SLAB DI 1 I 24'X24"X12" CONC. D1 ■ r PAD W/3 - 05 5,4R5 O I E.LU. ON CH,41R5 w u- MIN. 3" COVER O w -3 1/211 .II l to D1 x,_21 41_211 'UB A R C H I E C T Design roup G,„c. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup-com AA #: 00033.25 SVHDIV 8e LOT: TUSCA PLACE NORTH LOT X18 PROJECT# 1665.054 MODEL.- "1662" ODEL:„1662” GARAGE SWING*. LEFT PAGE: FOUNDATION PLAN ARCHITECT - STATE OF FLORIDA JA JLS CA'NTWELL R NO 12079 ■� P NT Q3 34/12 DATE: SCALE: 1/4"=1'-6) SHEET OF� A R C H IT E C TS e/Design G ro u p i nc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 ti W Lu LU Q U a A LU Q �r O � c7 X 4 O � 0 m NJ NI C ■ �+ 22'-2" 4 b C 1 S'-4" ■ -' Sl 9'-4Y 3'-411 ' ~ � _ ■ ■ cam, r- 8 ■ N ■ N ■iN,tip m 1 1 ■ b- Y Ll' ■ ■ ■ ■ m e 1 ■ 1 m c� 1 9'-" D-ul"WEL P A R C H IT E C TS e/Design G ro u p i nc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 ti W Lu LU Q U a A LU Q �r O � c7 X 4 O � 0 m C �+ 4 C SVBDIV. & LOT: TUSCA PLACE NORTH LOT #18 PROJECT# 1665.054 MODEL - "1862" GARAGE SWING-. LEFT PAGE: DOWEL PLAN ARCHITECT= STATE OF FLORIDA APR 9 2UIZ JA S CANTWELL R NO 12079 1p DA ET 03/30/12 SCALE: 1/4"=1Y—QY, SHEET 1 A Qlr2 A R C H I T E C T3 e/Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 ti � W � W _ Q w X w O 111 I— w 0) L 0 o u tol q U ci QC u— �, cv ti SUBDIv. & LOT: TUSCA PLACE NORTH LOT #1S PROJECT# 1665.054 iiODEI.. "1662„ GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT - STATE OF FLORIDA r61 f \ZO12 J ES CANT WELL RNO 12079 MAT : 03/30/12 5 KITCHEN 911 DINING ROOM m V -811 CLG. LAUNDRY 81.8° cLG. II II GARAGE 81-8' CLC. 1(01_011 X _11-011 a.i-i. L— 2 PATIO L— 5 GREAT ROOM FOYER 8'-8" CLCD L- 6 25-5H _C'1:RESS OWNER'S SUITE I LZHIS HERS 00o eoo A I OWNER'S BATH on BEDROOM ,#2 8'-811 cLG. ono ii ° II II BATH BEDROOM #r3 51-8' CLC. 25-5H EG�Ess `D Ul L— 9 ux UJ EE UJ A CONCRETE FfROE,)UCTS, INC. P.O. BOX 219 ZELLUJ001>, FL 32"I98 (401) 886-2511 I-800-054-5139 FAX 407-88(o-019$ LINTEL NO. LENGTH TYPE COMMENTS L-1 41-811 8/22-5-iU/0L �r •c•r,.�tr r „iw �, r..��r r, .��r ri.��r r •, �r_r ,.r ',.� L-2 B/1& -8-0L 8/20-9-0 8/28-5-IU/1L- ®®Nll11Mxl>57�:][2��sw�>•r•r%/l L--3 51-101 8/16-5-IU/0L bf02I L-4 41-6' 8/16-5-11J/0L. Elri(i[ icf'�. ^Y1:�f,rrli i�,JFT♦[r�rl (� ��.i.:Sl♦(♦(i r.'rlr9(♦rr r$ ,�(♦ri r r7iJrlit r.r�l♦[r ��r��r.��alG>•�.�y��.-�wr��r.��tsss.�fs.:�l.>• 0 _ �1�(l�S.;ix��::L��(♦(� I!.!C7�lr r rlrl(•rlr:! �.a(•C�/Jr'� ��(♦�(lcY1f=�((((((((E-LtI!��%r��(r 10000 41-6' 8/16-5-iU/0L 2603 -� 414o' 8/16-5-IU/0L 10000 L.-8 41-6' 8/16-5-IU/0L r. L -c3 41-6' PRECAST 1521 -10 41-6' 8/16-5-iu/0L 10000 8" LINTEL UPLIFT N.R • Not Recommended 12" LINTEL GRAVITY 899 LINTEL GRAVITY LINTEL LINTEL SAFE LATERAL CO—APS (FLF) SAFE GRAVITY LOADS (PLF) Tsp. 0.1 TOTAL LENGTH rr �r •c•r,.�tr r „iw �, r..��r r, .��r ri.��r r •, �r_r ,.r ',.� ��(((l((llr B/1& -8-0L 8/20-9-0 Sr,�(♦[, .',l ,l(♦!, /l,'il(♦(, ralril�UiFiur,'�lgr••IriTo� s:..>l:�r•rf,•.•.,�F,r.,,...S�,�r•rr.,,f,.,.�r_r, ,.f.,�r•rlr.•..��r_r �r�f,'�� ®®Nll11Mxl>57�:][2��sw�>•r•r%/l B/B-6-1L 8/12 -6 -IL B/1& -9 -IL 8/20 -6 -IL 1!?4-6-1L BRB-9-IL 8/32 -3 -IL %ter•(% %l'r•i1 %: ,r_r:! .'' (♦ri�Vijoii)_fi�o irJii7�Cirli�o o)_Cih�lih�� PRECAST bf02I '(♦(:'.'rl,�(sW1,Q'ol(•r��.r".�� ((((((((rf7�1%��-7 �:-:7F,f .' .' �l iJ(•!�; il2'�l (• f .T �' �IrrJsr �I , r'ol (•r .' �l i; �� ®®�-wlT��'Sr too" Elri(i[ icf'�. ^Y1:�f,rrli i�,JFT♦[r�rl (� ��.i.:Sl♦(♦(i r.'rlr9(♦rr r$ ,�(♦ri r r7iJrlit r.r�l♦[r ��r��r.��alG>•�.�y��.-�wr��r.��tsss.�fs.:�l.>• 0 _ �1�(l�S.;ix��::L��(♦(� I!.!C7�lr r rlrl(•rlr:! �.a(•C�/Jr'� ��(♦�(lcY1f=�((((((((E-LtI!��%r��(r 10000 :. Irl(♦C lr !•, �(♦re li �•.�, ��LY�Fi��-�.r�if�7��=�-�:�..�Fi�-s.1w�r•r� 2603 r,r„ , sir%�f�,�� Lr��r,.�ra�srl=s.��h-s�.�:>•t=Z;tl�ir=s:w>•t%salt-� 10000 10000 10000000 1200 �L=�l�1s��Nwya,!'3 Se�.�!-S J-�->•�crayawty.� r. 10000 �lil�rxr� Ya[=>•rrrr W r•k1N 1111111�1&-1•N 0 1115L=WiE= (sa'-'! s'rs (!'i[otaF,c .�%�(•-1-S.K�(�7-777�� PRECAST 1521 �5:=� �lY.�,, r_ ra ,••,� �rrrs r.� r��.�.� � r�r•,xs � r�s-� r_� �� X1:3:"1 ��•1:7'r:��:.'1�� (• 7 J�Sr�(lllt7 ir1(•�(,4','-iG.l♦ 6133 9515 10000 10000000 950 �tiw' �Ilwr.,s'�r:s�.t--��'Y��>•�r..xc-��S�:fi�� vr.l%� 2921 1553 10000 10000 10000000 10000 �>• �� :� �� ra, L=am �E-1'iF, �L<24� �7�.s�r•r.,f7:�r_� rys•�+r�,1�:�,:1•r�r�,.��r�.�::.T.�r�s.�s:r� PRECAST 1398 r1��I #��]♦E, t -Yl � (((((((((rYij(♦((((((((riwt� o 5018 1113 �-1C�Fi(((((((((NTol:!(•ri�:� o (�'lur'i-)•(•'l�N��'d-i+i�� 10000000 00 �cv��E::;)r�ir41•�rrr��l v��lr7-s((((((((rt:7[-� 2214 5412 10000 10000 10000 000 10000 4'-5' PRECAST 1298 2111 4660 6588 8520 ��r-��r><X11■�'��=�■�ii-�1�-3:�■nl��-��=��=3■■ 10000 10000 N.R • Not Recommended 12" LINTEL GRAVITY 899 LINTEL GRAVITY LINTEL LINTEL SAFE LATERAL CO—APS (FLF) SAFE GRAVITY LOADS (PLF) Tsp. 0.1 TOTAL LENGTH rr B" PLAIN 5/8 -S -0L $/I? -6-0L B/1& -8-0L 8/20-9-0 8/24 -5 -00D/25 -6 -0d8/32 -5 -01 - B/B-6-1L 8/12 -6 -IL B/1& -9 -IL 8/20 -6 -IL 1!?4-6-1L BRB-9-IL 8/32 -3 -IL 2'-10" PRECAST bf02I 1010 10000 too" 10000 10000F114� 0 10000 8491 10000 10000 10000 1moo000 10000 3'-6" PRECAST 2603 40M 9339 10000 10000 10000000 1200 10000 4011 10000 10000 10000 10(400000 10000 4'-0' PRECAST 1521 2921 6133 9515 10000 10000000 950 10000 2921 1553 10000 10000 10000000 10000 4'-6' PRECAST 1398 2214 5018 1113 3284 10000000 00 10000 2214 5412 10000 10000 10000 000 10000 4'-5' PRECAST 1298 2111 4660 6588 8520 10000 10000 10000 2111 4902 10000 10000 10000 10000 10000 5'-41 PRECAST 1006 1651 3403 48?3 6239 1b58 9011 10000 1651 3556 6431 10000 10000 10000 10000 5'-10' PRECAST 848 140 3001 5111 5551 10000 10000 10000 1461 3001 5111 B888 10000 10000 10000 6'-b" PRECAST 110 1232 2440 3934 6250 9589 10000 10000 1232 2440 3934 6250 10000 10000 10000 1-6' PRECAST 562 1001 1918 2342 4346 6461 10000 10000 1001 1918 2942 4346 6461 10000 10000 1'-8' PRECAST 544 915 1849 2819 411 6010 9245 10000 915 1849 2813 4131 6010 9245 10000 B'-0' PRECAST 511 316 1124 2602 3151 5030 1958 10000 916 1124 2602 3151 5405 1958 10000 9'-4' PRECAST 492 864 I&M 2415 3444 4B6b 6983 10000 864 1&15246 3444 4B10 &383 10000 9'-4' PRECAST 411 141 1361 1331 2165 3163 5124 10&1 141 1361 1991 2168 3169 5124 10661 10'-&' PRECAST 34g b3b 1145 1643 2231 29b2 3883 5094 636 1145 1649 2231 2362 3883 5094 II' -4' PRECAST 915 514 1028 1465 19&4 2566 3305 4239 514 1028 1465 1864 2566 3305 4239 @'-0' PRECAST 292 533 350 M43 1183 2316 2341 3134 533 350 1343 1183 231& 2351 3134 12'-6' PRECAST 211 505 899 1264 1616 2151 2130 3426 505 898 1264 1616 2151 2130 342b 13'-4' PRECAST 255 464 822 1151 1515 1335 2425 3010 464 1 622 1151 1515 1935 2425 3010 14'-0' PRECAST 239 4146 169 1013 1406 1186 P226 2141 436 169 1013 1406 1186 2225 1 2141 14'-8' PRESTRESSEDN.R. m N.R. N.R, N.R. N.R. N.R. 450 611 1234 1421 1119 2188 2662 15'-4' PRESTRESSED N.R. N N. N N. N N. N. 454 165 1160 1331 1660 2032 2453 11'-4' PRESTRESSED N.R. N.R. N.R.M146 N.R. N.R. N.R. NSR. 359 652 1111 1319 1611 1991 13'-4" PRESTRESSED N.R. NR. N.R. N.R. N.R. NR. N.R. 339 561 960 1111 1415 1616 20'-0 PRESTRESSED N.R. N.R. N.R. NR. N.R. N.R. N.R. 325 54 911 1122 1345 1530 21'-4' PREBTRE66ED N.R. N.R. N.R. N.R. N.R. N.R. N.R. 213 500 840 1024 1224 1441 22'-¢1' PRESTRESSED N.R. N N N N N N.R.N 2&1 481 111 80& 381 1111 131& 24'-0" EID PRESTRESSTI N.R. N& N . NR N.R. N.R N.R. N.R. 1 5-10 1 1054 N -K - Not. KtRCOMMOnaegO NJi .Not IRoconmlwxlad 8" LATERAL TABLE LINTEL SAFE LATERAL CO—APS (FLF) 1•e' 9 Tsp. 0.1 gg FrNl 2 - 0 6t .900 91-4' Ta 17.4" N.b. Fewa6t 1300 2550 4'-0'A 07110'PRESTRINISED 1010 2100 4'-6" Precast 900 1150 4-8' Precast a50 1609 5'-4" I Precast 169 400 5'-10' Precast 625 1200 b' -b' Preaa6L 540 1050 T-6' Precast 440 890 1'-a' Precast �� 950 8'-0' Pr®ca5t 410 820 9-4 Pe tae! w 180 mss.�>•��*-�-��-�-�■■�r^->•�r^-� Precast mo 00 10'-6' PreCA6t w 600 11'4 PreOait 215 t!60 N N �oom® Precast 20 NO 12'-b' Precast 240 490 u Precast 220 4150 N0FTI�>•■■rr"M0 0 11117=37 NE*^->•fir"']=0 1 1111111r'^M 210 430 9-8' Prestressed 110 3w- 90115'-4' 115-4- "treseed 165 310 MEN Prestressed 148 320 19'-4' tressed 130 210 0-0' pmtresied 1 120 250 D N 22'-0'trossed 24'-0' N.R - Not Recommended Q Lu > � CV �r:� sr�� 11r� �r� �� •^�-� �r--� U 0'z ..f�.■.�s=� ter-:--sir---� qca 0 d) L �±>• Wit'• �� ?;,T» �*�1� �>• a) 0 �L>• i'�� zi� i�'•L� �Ct• �3k1• �T'• cv m m NJi .Not IRoconmlwxlad 8" LATERAL TABLE LINTEL REINFORCEMENT T SCHEDULE ii• •LNiEL IEIOTN .....:•:::• :•:::• :•S r................•.....;• :•:RE1NFtlRCENErI�::i::::•::: F.:t i:;•i:;:•:::: i:::: LINTEL SAFE LATERAL CO—APS (FLF) 1•e' 9 Tsp. gi�gg PLatN gg FrNl 2 - 0 6t .900 91-4' Ta 17.4" N.b. Fewa6t 1300 2550 4'-0'A 07110'PRESTRINISED 1010 2100 4'-6" Precast 900 1150 4-8' Precast a50 1609 5'-4" I Precast 169 400 5'-10' Precast 625 1200 b' -b' Preaa6L 540 1050 T-6' Precast 440 890 1'-a' Precast 4V 950 8'-0' Pr®ca5t 410 820 9-4 Pe tae! w 180 Precast mo 00 10'-6' PreCA6t w 600 11'4 PreOait 215 t!60 iT-0' Precast 20 NO 12'-b' Precast 240 490 u Precast 220 4150 64'-0' Preceei 210 430 9-8' Prestressed 110 3w- 90115'-4' 115-4- "treseed 165 310 11'4' Prestressed 148 320 19'-4' tressed 130 210 0-0' pmtresied 1 120 250 D N 22'-0'trossed 24'-0' N.R - Not Recommended LINTEL REINFORCEMENT T SCHEDULE ii• •LNiEL IEIOTN .....:•:::• :•:::• :•S r................•.....;• :•:RE1NFtlRCENErI�::i::::•::: F.:t i:;•i:;:•:::: i:::: 1:19:9 Np1 i...........:r:721NCN ::::: ?:'::'A' RElFORCEIaEM : i..........:•'B' RE21�ClRCE9ENT :::• :• •. 2'-10' To 6'-4` 2'-17 To 61•9' 15 NONE 6'-1 a! V 6=10' To 61.8' 04 NONE 7'-' To 4" -9' To 94' 2 9'4" To 14'-0' 91-4' Ta 17.4" 14'-B' To 16'4'(2)MVPREMESSED OR sw (2) 7116' PRESTRESSED (2194 (CC�RETE P'�L�gA�CED IN FIELD) 07110'PRESTRINISED REFETOLWE1 TYPICAL COMPOSITE LINTEL SECTION MR Not i;bwd 8" RECESS DOOR HEADER LATERAL TABLE RECESS POOR HEAPER SAFE LATERAL LOAFS (PLF) 3 � (1) 05 CONTINUOUS 8' PC.ENSAED 8` LLM D 3'4' 5'X16' KNOCKOUT MLOCK 590 1115 4'0 ONC. 520 sw 4'-2- (CC�RETE P'�L�gA�CED IN FIELD) r� wo 4'-4` �'�'�LEN E* 1I� 1350 4-8' (1) 65 CONTINUOUS 418 1240 5'-8' (OPTIONAL) 320 -106 6'-8" 1/32' STIRRIPS AT 4'-0' cc 250 160 T-9' ptwAst 200 —rcv 9'-1" 'A' BARS (MAIN REINF.) 160 I 490 1650 BEE SGHEIDULE TYPICAL COMPOSITE LINTEL SECTION MR Not i;bwd 8" RECESS DOOR HEADER LATERAL TABLE RECESS POOR HEAPER SAFE LATERAL LOAFS (PLF) Loath T9s 8' PC.ENSAED 8` LLM D 3'4' Precast 590 1115 4'0 FwAst 520 sw 4'-2- Fhwast 4W wo 4'-4` Recast 165 1350 4-8' Precast 418 1240 5'-8' PWAst 320 950 6'-8" Precast 250 160 T-9' ptwAst 200 640 9'-1" Rrocast 160 I 490 12" RECESS DOOR HEADER LATERAL TABLE R'EG1=55 DOOR HEADER SAFE LATERAL LOADS (PLF) Total Length T9s 12' AAN RE- aWD 12" RM I? 3'-8" Frecaet 2025 3210 4'-0` A 1110 2860 4'-2- l0weast 1650 2690 4'4 Precast 1515 2540 4.8' Procrit 1420 2290 514 Precast 1060 1150 6'4' Precast 815 1425 1.4. Roast 130 1190 9'-1" Frsloast 550 900 U 5 CONTINUOUS 3000I CONC. PILL (CONCRETE PLACED iN j=1ELD) TOP LEG £BAgRAB�: LAG U�ATO 14'-0y LENGTHS 1/92' STIRRUPS a 4'-0' C/C 1 (1) +5 CONTINUOUS (OPTIONAL) 'A' E3AR'3 (MAIN REINFJ BEE SCHEDULE a. 1.1 '5' 5ARS - SEE SCHEDULE 11 TYPICAL LINTEL 12"x8" SECTION 12" LATERAL TABLE LINTEL SAFE LATERAL LOADS (PLF) TYPICAL LINTEL 8"x8" SECTION ��gg P IN FELLA, PTIGNAL 05T ecaet TOP 1-90ApyR$, 6900 g LEG A TAO 14'-0� LE�NCT146 Precast 1/32' STIRRUPS g 4'-0' C/C 4115 4'4' Precast 1950 3&80 4'-6' PHONAL 065 1650 3450 ' 'A' BARS (MAIN REINP) 1550 3200 5'-4' BEE SCHEDULE it 1 19 g 1 � "I' BARS - SEE SCHEDULE I1z 11 TYPICAL LINTEL 12"x8" SECTION 12" LATERAL TABLE (1) es CONTINUOUS I� L (G CRE1 PLACED fN FIELD) TOP LEG 1 MARS - LIN UP t0 14'-04 LENGTHS —•ICO y (OPTiO05 NALjINU0U8 — SEE SCHEDULE REiNF.) -1/32' STIRRUPS AT 4'-0' ca -1 r7Y TYPICAL LINTEL 8"x8" RECESSED SECTION TYf=Fz 2ESiGNAT10N NOMINAL WIPTN/HEIGHT OF LINTEL rPLAIN OR SOLID LiNTEL -:#U/L) LNo. OF ADIDiTIONAL Oep 1:3ARO IN U1?ER OR LOUDER LiNTEL CAVITY ARCHITECTS LLflr.L INC rlVIVHLIJ rtr/AUHIV OLV U. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 LINTEL SAFE LATERAL LOADS (PLF) Le^9 Tie ��gg P IN FELLA, 2'_10' ecaet 3500 6900 Precast 2400 4115 4'4' Precast 1950 3&80 4'-6' Precast 1650 3450 ' Precast 1550 3200 5'-4' 1 Precast 1320 211w 5'-10' Precast1160 2250 6'-6" Precast 1000 1950 T-6' Prmcaot 820 1650 T -a' Prwast I E00 1600 Pwa6t b30 Precast 1201 i45m Preca6t 640 1210 10'-6' Precast 550 1110 11'-4' PwA6t 510 1000 121-0' Precast 480 950 t2'-6" Precast 460 %t0 u Recast 1 00 64'-0' Frerast 400 800 14-8'Precast 360 160 V-4' Precast 350 130 - Rrera6t 1 320 1 630 N.I.. Nat Recommended (1) es CONTINUOUS I� L (G CRE1 PLACED fN FIELD) TOP LEG 1 MARS - LIN UP t0 14'-04 LENGTHS —•ICO y (OPTiO05 NALjINU0U8 — SEE SCHEDULE REiNF.) -1/32' STIRRUPS AT 4'-0' ca -1 r7Y TYPICAL LINTEL 8"x8" RECESSED SECTION TYf=Fz 2ESiGNAT10N NOMINAL WIPTN/HEIGHT OF LINTEL rPLAIN OR SOLID LiNTEL -:#U/L) LNo. OF ADIDiTIONAL Oep 1:3ARO IN U1?ER OR LOUDER LiNTEL CAVITY ARCHITECTS LLflr.L INC rlVIVHLIJ rtr/AUHIV OLV U. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE NORTH LUT X18 PRO JEC T# 1665.054 MODEL.- "1662" ODEL:"1662„ GARAGE SWINGS': LEFT PAGE: LINTEL SCHEDULE (WEKIWA) ARCHITECT: STATE OF FLORIDA Asp` a'q/ l JAWS CANTWELL J l AR NO 12079 ./ PRINT DATE: 03/30/12 SCAT 1/4"=11-00) SHEET 13 ) W W Q o u if NzI W 144 - D N a Q Lu > � CV U 0'z qca 0 d) L (p a) 0 I~ cv m m SUBDIV. & LOT: TUSCA PLACE NORTH LUT X18 PRO JEC T# 1665.054 MODEL.- "1662" ODEL:"1662„ GARAGE SWINGS': LEFT PAGE: LINTEL SCHEDULE (WEKIWA) ARCHITECT: STATE OF FLORIDA Asp` a'q/ l JAWS CANTWELL J l AR NO 12079 ./ PRINT DATE: 03/30/12 SCAT 1/4"=11-00) SHEET 13 ) PATIO 0 0 23 -SH 6fZ�8� 5.r;�.Q. KITCHEN i(�3) A)I I PINING ROOM LAUNDRY I II II GARAGE GREAT ROOM 16'-0" X 1'-0" 0.x4. -------------------- FOYER �v ENTRY OWNER'S SUITE LHIS HERS no on* \) 1 (D (z) OWNER'S BATH w! i i i i Q BEDROOM #2 fl " � Q n O BATH 67-w'71" EGRESS 10 If ItCD LOAD CALCULATIONS 0 COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL1 SOUARE FOOTAGE WINDOW SIZE AND TYPE ZONE, MPH WIND REMARKS 1 20 3065 DR 4 33.1/-36.7 2 112 16'-0 X 1'-0 G14R4GE DR. 5 3 24 35 -SP 4 33.3/-36.3 tu 0LU 4 11 23-5N 5 35.3/-47.2 5 45 (0'-0" x 8'-G" 4 IL 6 1-1 25 -SN EGREaS 5 34.1/-44.9 -1 1-1 25 -SN EGRESS 5 34.1/-44.9 5 11 23 -SN 4 35.3/-38.2 9 1'1 25-5p EGRESS 4 34.1/-37.1 10 1-1 25-51-4 EGRESS q 34.1/-3rt.1 BASIC WIND SPEED MPH = 140 INTERNAL PRESSURE COEFFICENT= ± 0.18 BLDG CAT=II, EXP=B, MEAN ROOF HT.=15'-0" ANY OPENING LESS THAN 4'-0" FROM CORNER WILL BE A ZONE 5 CATEGORY A R C H 1 7 E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 WH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w tu 0LU �, X o j__ q @U cp IY IL SUBDIV. 8e LOT: TUSCA PLACE NORTH LOT X18 PROJECT# 1665.054 MODEL: „1662" GARAGE STING: LEFT PAGE.- WIND AGE:WIND LO AD CALCULATIONS ARCHITECT STATE OF FLOIDA mo' JAMES CANTWELL // // AR NO 12079 PRINT DATE: 03/30/12 SCALE: 1/4"=1'-0" a ii 261-011 141-011 41_10" 25 -SH H5 ECaRESS� I J' - I' - (C/" 141-011 40'-0" LOME All oI. 31 31 1w,"I'll M�wlwo�', V NOTES: -ADD DENS ARMOR AT 54T14ROOM6 -PREFAB 6H40WER5/%56 TO 5E SET SET IN TYPE 2 FOAM SQ.FT. CALC S ®®u LIYfNCx GARAGE ENTRY I6(oI 404 28 SQ. FT. SQ. FT, SQ. FT. • TOTAL R4TI0 OPT, LANAI 2093 35 I&B 50. FT, 5Q. FT. 50. FT. Z � 11 Lu � 1 ' PATIO OWNER'S SUITE I 23-5H �OSO 5. D. - OF=T — X J L --J 3'-fo" S' 2' -Sr 4" 0 -( 11 13'-g• REQ. 12'-S' O low MAN �� ti1 r� Illi _ 00 j.- to 4 Ll d- OP KITCHEN ' Q I� �s � cnl ick � rJ� � = 2-0 r/, O = I HIS HERS m m ri/ -��' L-- -- — IR-1SH 1R-15�-I o 11 j u I 2'-S° 41_3113'-3" U► la' -8" rQ LAV. (o' -(o" LAV. OWNER'S r I BATH _ DINING ROOM a' -a' cLG. _ Q Q1 CLCD. - a-� 5F- nl - � I 2'-4" r z m -� 11_,4� r 2'-a" ip Cr ¢ _ 4-0 N LAUNDRY A/C; SNDRY ,� s� I 5F. BEDROOM 12 w I -(o �e3 ^ I 8'-8" CLG. 5F. O1=T II OPT 1= FOYER LINEN W. WH i r 11 -4 8'-S" CLG./12'-4- `�'-O° (ca'_4° 3'-4° r m o } tu 2X8 o 0 ul _ I I LAV. WG 8 8-0�� IIS ---�1�m BATH pp aAft c IH 4'-0" ti's � 9 -8' _x sa ACCESS� L 4'-O" 3'-0' M.T. S' -S" CLCa. GARAGE ?'s 8'-V CLC -4. p ENTRY m CLG. ,_„ 11'-011 ci ' BEDROOM #3 1 -10 I &'-V GLC. -r 4-0 N 5F. 25-5H c� I EGRE55 HR � 11-01 O.H. N I J' - I' - (C/" 141-011 40'-0" LOME All oI. 31 31 1w,"I'll M�wlwo�', V NOTES: -ADD DENS ARMOR AT 54T14ROOM6 -PREFAB 6H40WER5/%56 TO 5E SET SET IN TYPE 2 FOAM � 1 (ox(o -PT P05T � I LANAI 8'-a" cLG. I 10'-4' I rv080 S.G.D. 0 T'® LANA� 3-1/2v )v " 2�� ELEC. OUTLET PER ELEC. CODE D5L. TAEPL Lu �O m Cn v u�u w U ,11�13AIR, DETAIL A R C If ITEC TS Design roup G, n. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SQ.FT. CALC S ®®u LIYfNCx GARAGE ENTRY I6(oI 404 28 SQ. FT. SQ. FT, SQ. FT. • TOTAL R4TI0 OPT, LANAI 2093 35 I&B 50. FT, 5Q. FT. 50. FT. Z � 1 (ox(o -PT P05T � I LANAI 8'-a" cLG. I 10'-4' I rv080 S.G.D. 0 T'® LANA� 3-1/2v )v " 2�� ELEC. OUTLET PER ELEC. CODE D5L. TAEPL Lu �O m Cn v u�u w U ,11�13AIR, DETAIL A R C If ITEC TS Design roup G, n. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ®®u • u Z � 11 � 1 OWNER'S ATH •f I X J O low MAN �� ti1 r� Illi _ � 1 (ox(o -PT P05T � I LANAI 8'-a" cLG. I 10'-4' I rv080 S.G.D. 0 T'® LANA� 3-1/2v )v " 2�� ELEC. OUTLET PER ELEC. CODE D5L. TAEPL Lu �O m Cn v u�u w U ,11�13AIR, DETAIL A R C If ITEC TS Design roup G, n. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SLTBDIY. & LAT: TUSCA PLACE NORTH LOT X18 PROJECT# 1665.054 MODEL.: "1662" GARAGE SWINGY.: LEFT PAGE: FLOOR PLAN ARCHITECT: STATE OF FLORIDA m"I J ES GA ELL AR NO 12079 PRINT DATE: 03/30/12 SCALE: 1/4"-1'-0" SHEET 2 ©F Z � X Lu O w j.- to 4 Ll d- Q N o u Q Q1 Q1 - � m m SLTBDIY. & LAT: TUSCA PLACE NORTH LOT X18 PROJECT# 1665.054 MODEL.: "1662" GARAGE SWINGY.: LEFT PAGE: FLOOR PLAN ARCHITECT: STATE OF FLORIDA m"I J ES GA ELL AR NO 12079 PRINT DATE: 03/30/12 SCALE: 1/4"-1'-0" SHEET 2 ©F AREA OF ATTIC = 2310 SQ, FT, NET FREE VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 2310/300 = i.`( SQ. FT, = 1108.8 50. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = 5 X 1108.8 W = 554.4 W (54LANCE TO 5E PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT TOTAL 0 OF VENTS REQUIRED = (5) TOTAL M OF VENTS PROVIDED = (5) AREA OF ATTIC = 2419 SQ. FT. NET FREE VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 2419/300 8.1 SQ. FT, 11G Go.4 50. IN, MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = 5 X 11��.4 = 5832 (BALANCE TO BE PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT TOTAL * OF VENTS REQUIRED = (5) TOTAL OF VENTS PROVIDED = (5) OPT. LANAI 9 0'-0" FIN. F R. rh. 0'-0" FIN. FLR_'_� — REAR TE><TURED FINISH ELEVATION OFF RIDGE VENT 5 OFF RIDGE VENT � Y 0 (i)tO�PT. LA AI TURED FINISH 2" I� mm SHINGLE ROOF '-a" BRG. NGT. RAISED BANDS TYP. 0'-0" FIN. FLR. W[NDOW 5TYLE DETERMINED PER COMMUNITY '-S" BRG HGT. J,0'-0" FIN. FLR. A R C H I T E C T S Design eGroup,no. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 9VIIDIEV. & LOT: TUSCA PLACE NORTH LOT #18 PROJECT# 1665.054 moz)Ez.: »1662" GARAGE SWI3tgG -. LEFT PAGE. FRONT & REAR ELEVATIONS >> A" ARCHITECT- TE OF FLOF AR NO 12079 dd PPAINT DATE: 03/30/12 .48CAT 1/4„-1'-0” 19HEET � A o1 2 W W Q � z X Lu w w w O 61 p D ASC u - h T � H L<1H 9VIIDIEV. & LOT: TUSCA PLACE NORTH LOT #18 PROJECT# 1665.054 moz)Ez.: »1662" GARAGE SWI3tgG -. LEFT PAGE. FRONT & REAR ELEVATIONS >> A" ARCHITECT- TE OF FLOF AR NO 12079 dd PPAINT DATE: 03/30/12 .48CAT 1/4„-1'-0” 19HEET � A o1 2 cl,-v FIN. F "G T. Jk RAISED B14NDS TyF". STONE VENEER Q' -O" FIN. F TEXTURED FIN15H —2Z I ZZ� OFF RIDGE VENT m T. PTS' -O" FIN. FLR. - - - -------- LEFT ELEVATION I ZZI OFF RIDGE VENT -S" TEXTURED FINISH I OFF RIDGE VENT O'-0 FIN. F - JIL. LA A(i)��OP URED FINISH I' -oil � OLO'-O" FIN_ 1=LR. J ------------------- m' -m” FIN. FLR. J LANAI TEXTURED FINISH A R C H �rEc r Design Group,„c. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.corr AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE NORTH LOT X18 PRO JEC T# 1665.054 MODEL: X9166299 GARAGE SWING: LEFT PAGE: LEFT 8c RIGHT ELEVATION 99 AF 99 ARCHITECT= STATE OF FLORIDA � " 2Q1Z JAJRSNCC01 ANTWELL 12079 P INT DATE: Q 3 3 0 f 12 SCALE: 1/41)=11-0$p SHEET r N w z Z O w w w 4 a ad a L a a a � > o e q O N ll� LL c�LL- SUBDIV. & LOT: TUSCA PLACE NORTH LOT X18 PRO JEC T# 1665.054 MODEL: X9166299 GARAGE SWING: LEFT PAGE: LEFT 8c RIGHT ELEVATION 99 AF 99 ARCHITECT= STATE OF FLORIDA � " 2Q1Z JAJRSNCC01 ANTWELL 12079 P INT DATE: Q 3 3 0 f 12 SCALE: 1/41)=11-0$p SHEET r �NR FRONT TEXTURED FINISP ELEVATION LEFT ELEVATION TEXTURrED r-INISN REAR ELEVATION TEXTURED FINISH 0 P T LAAI TEXTUREp FIN15N 1?m_\l),'Jkf_ff'HT ELEVATION TEXTURED FIN15H 4H wA3 A R C H (T E C TS •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti Z Q c w z wo wLU p .� o C n }�� LU ou d Q N m auH'D 8e LOT: TUSCA PLACE NORTH LOT X18 PROJECT# 1665.054 MODEL: "1662" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY ELEVATIONS >> A" ARCHITECT= STATE OF FLORIDA PRINT DATE: 03/30/12 SCALE: 1/4„=1,_ 0„ SKEET 3. 1 Aoir�,� ' HEADER SPAN CHART CONNECTOR SCHEDULE 5'-011 TO SIMPSON STORY APPLICATION DES. UPLIFT GRAVITY FASTNER }- META -16 1450 (1) 10d x 1 1/2 1 -PLY/ (6) 16d 2 -PLY PBL 2 1985 (10) 10d x 1 1/2 I -PLY O (2) META -16 1900 (14) 16d 2 -PLY V) HETA-I6 1510 (9)10d x 1 1/2 1 -PLY/ (8) 16d 2 -IDLY Q :Cr WETA-221 1510 (3) 12d x 1 1/2 1 -PLY/ (8) bpd 2 -PLY 7'-011 TO 10"-011 2035 (10) 10d x 1 1/2 1 -PLY x 12 (2) HETA-20 2520 (12) 16d 2 -PLY TWO STORY ,4PPLICATION DOWN ST,41RS MGT + 3965 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD HGT-2 + 10980 (2) 3/4'A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10,01 TO WOOD DBL 2 HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) I0d TO WOOD UP TO 5'-0` LTAI 1420 (12) loci x 1-1/2' x 8 VC -47 4540 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD DBL 2 (2)4CT(2-PLY)3-FLY) 1185/58921 (2) 5/8" AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMT5ED), (32) SDS 114'X 3' TO WOOD (o'-4" TO 5"-0' MTS -12 1000) (14) 10d x 1 1/2 x 12 HTS -Ila 1150 (16) 10d x 1 1/2 HTS -20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 325 (10) loci L5TA-15 ++ 1235 (14) 10d V3 MSTA-18 ++ 1315 (14) 10d CL MSTA-24 ++ 1640 (18) 10d W MSTA-30 2050 (22) 10d V) MSTA-3to ++ 2050 (26) 10d MSTI-36 3800 (36) 10d x 1 1/1 MSTI-48 5065 (48) 10d x 1 0 H6 950 (8) 8d TO PLATES, (8) 5d TO STUDS SP4 am (6) 10d x 1 1/2' TO STUDS A33 150 (4) 10d TO BEAM (4) 10d TO POST. HCP2 645 (6) 10d x 1-1/2' H10 1-1/2 44 2200 6665 (1) 5/S" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (12) 16d TO WOOD V) A15U 66 2.300 12000 lU 5/S" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., 112A6d TO WOOD W LTT19 +++ 1340 (1) 3/4' A.T.Ft IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (8A0d TO WOOD TT2015 +++ 1625 (1) 1/2' AT.R. IN HIGH ST TH EPDXY (MIN. 1' EM .) IN CONC. ' (2) BOT TO WOO 0 m: U 3610 (1) 5/S" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC. (IS) 10d x 1 1/2' TO WOOD Z 14TT4 4235 (U 5/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1" EMBED.) IN CONC. (15) I&d x 21/2' TO WOOD Q 4350 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (M IN. 1' EMBED.) IN GONG. (26) 10d x 1 1/2' TO WOOD HTT5 4610 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CCNC. (26) 10d TO WOOD 5090 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, N. 1' EMBED-) IN CONC. (26) lfpd x 2 112' TO WOOD 0 HHD611-5DS 2.5+ 11,445 1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED) IN CONC, (24)SD5Y' x 'WOOD SCREUIS Hp1 (5480 (1) 1/8' AB. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (5)%' STUD BOLTS TO WOOD M15HA 356/1125 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C111.U. FACE, 08)10d TO BEAM V) LLI MBHA 5.50/1125 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C. I.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (IS)10d TO BEAM Z HUC210-3 (WOOD 1812 314 d0 ((F OOR) 18-1/4' x 2-3/4' TITEN ( 3 PER FLANGE) TO CMU, (10) 10d TO WOOD d 2 HUC410 (CMU) 1810 5085 18-1/4' x 2-3/4' TIMM ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD HUC 210-3 1810 4000 18-1/4' x 2-3/4' TITEN TO CMU ( 10) 10d TO WOOD HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CM. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN 15E SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 239 REDUCTION IN THE ALLOWA15LE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' A.T.R. - A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) Z 5ECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAILING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A6TM-453 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/"INFER OF RECORD PRIOR TO USE_ ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS G-2011' 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING 4 FASTENING SYS'T'EMS FOR CONCRETE 4 MASONRY CATALOG C-SA15-2009. HEADER SPAN CHART MINIMUM STUD BRACING LEGEND EXTERIOR GABLE TO BE ® 15RACED W/2x4 RLOCK,ING e 4'-0" O.G. 4 2X4 SYP *2 X -BRACING_ REFER TO TYPIC DETAIL SHT5 FOR BRACING, REQUIREMENTS FASTEN 2X4 SYP 02 OR 5PF BEVEL CUT TO TRU55 TOP CHORD 111/106 x 3" NAILS 6" O.C. STAGGERED NOTE- TRUSSES MARKED W/AN "* ° REQUIRE WE13 STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRU55 MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, 51ZE 4 REQUIRED F,45TENER5. :::.. = DENdTE RAT RUN � I�' OIC MAX. 1- ,4NC4E!5�5 T(!7> �E= (Simpson) or (USP) HUS26 Q HU626 WALL AND HEADER REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-011 TO SINGLE STORY APPLICATION SIZE 1'-11 1/2° CLEAR SPAN PBL 2 x 6 UP TO 5'-4' D15L2x5 SUPPORTING END OF HEADER 5'-4'TOT-0" DBL 2 x 10 7'-011 TO 10"-011 D5L 2 x 12 112'-0" ANP OVER TWO STORY ,4PPLICATION DOWN ST,41RS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0` DBL 2 x 8 S' -m" TO 6'-4" DBL 2 x 10 (o'-4" TO 5"-0' D15L 2 x 12 a' -o" AND DYER MINIMUM STUD BRACING LEGEND EXTERIOR GABLE TO BE ® 15RACED W/2x4 RLOCK,ING e 4'-0" O.G. 4 2X4 SYP *2 X -BRACING_ REFER TO TYPIC DETAIL SHT5 FOR BRACING, REQUIREMENTS FASTEN 2X4 SYP 02 OR 5PF BEVEL CUT TO TRU55 TOP CHORD 111/106 x 3" NAILS 6" O.C. STAGGERED NOTE- TRUSSES MARKED W/AN "* ° REQUIRE WE13 STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRU55 MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, 51ZE 4 REQUIRED F,45TENER5. :::.. = DENdTE RAT RUN � I�' OIC MAX. 1- ,4NC4E!5�5 T(!7> �E= (Simpson) or (USP) HUS26 Q HU626 WALL AND HEADER REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-011 TO 51-01' U.N.O. 4'-11 1/2" 1'-11 1/2° AND UP NUMBER OF HEADER STUD5 � SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 _ AT EACH END OF HEADER 1 3 F(2x12 02 SYP) -I/1G�" 053 NAIL (3) 12d Q 6"-8" O -C, TYP. 2x12 BM.-ZHDR. FRAMING NOTES: 1. HURRICANE STRAPS TO 5E 1„' ANUFAGTUREE) 5Y SIMPSON 6T5:ONG-TIE OR EOUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ,4RE AS FOLLOWS, U.N.O: * TRUSS TO MASONRY/CONCRETE SHALL 5E META -16 * FLOOR J015T TO M,45ONRY/CONCRETE 5HALL 5E HETA-1& AT EACH END ,AND 32" ON CENTER ON JOISTS P>4R,4LLEL TO UJALL. * TRU55 TO LUOOD FRAMING SHALL 5E MT5-12 3.TRU55 TO TRU55 CONNECTIONS ,AND HANGERS SHALL BE DESIGNED ,AND SUPPLIED 5Y TRUSS MANUFACTURER. 4 -REFER TO TRU55 1" ANUFACTURER'5 SIGNE1�) ,AND 5EALED DRAWING5 FOR LOCATIONS, FROFILE, ,AND SIZE OF ROOF/FLOOR TRUSSES. 5 -HEADER SPAN CHART 4 MINIMUM UJALL 4 HEADER STUD RECD. ARE STANDARD U.N.O ON FRAMING PLAN (o. MIN. 2X4 HIE'' CUT 5LOCKING SEGURED UJ/3-11256 GUN NAILS OR 3-126 H14ND DRIVES Q EA END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRU55 AS PER APA REQUIREl" IENT5. I 1 ROOF FRAMING PLAN SOUTHERN TRUSS COMPANY 03/21/12 140 MPH/EXP.-B A R C H I T E C T S 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE NORTH LOT #18 FROJECT# 1665.054 MODEL• "1662„ GARAGE SWING: LEFT PAGE: FRAMING PLAN ELEVATION A" ARCHITECT - TE OF FLOF DATE: 03/30/12 SCALE: 1/4 " =1' _ C SHEET W � _ � z � Ell X 0 111 1L1 tl) � a Q z � 64 4 E -i m SUBDIV. & LOT: TUSCA PLACE NORTH LOT #18 FROJECT# 1665.054 MODEL• "1662„ GARAGE SWING: LEFT PAGE: FRAMING PLAN ELEVATION A" ARCHITECT - TE OF FLOF DATE: 03/30/12 SCALE: 1/4 " =1' _ C SHEET HEADER SPAN CHART UP TO 5'-0" TO CONNECTOR SCHEDULE STORY AF'F'LICATION SIMPSON 7 -11 1/2 " CLEAR SPAN DBL 2 DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (I) 10d x 1 112 I -PLY/ (6) Ibd 2 -PLY Z Z 0 !2) META -16 1955 1900 00) 106 x 1 1/2 I -PLY (14) 166 2 -PLY �r HETA-16 1810 (9) 10d x 1 1/2 I -PLY/ (8) I6d 2 -PLY g HETA-20 1810 (9) 10d x 1 1/2 1 -PLY/ (5) Vod 2 -PLY x 5 (2) HETA-20 2035 2500 (10) 1001 x 1 1/2 I -PLY (12) 1601 2 -PLY 6'-4" TO 5'-0" MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (M lNL 12' EMBED), (22) 10d TO WOOD HGT-2 + 105W (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)106 TO WOOD � 1 � HGT-3 + 10530 1 (2) 3/4' A.T.R. IN NIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD LTAI 1420 (12) 10d x 1-1/2' I►,. VGT 4940 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SI:* 1/4' X 3' TO WOOD (2)AT (2-FLYt3-FLY) 1185/8890 (2) 5/e' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SOS 1/4' X 3' TO WOOD MTS -12 1000 (14) I0d x 1 1/2 HTS -16 1150 (16) 10d x 1 1/2 HTS -20 14So (24) 10d x 1 1/2 LSTA-12 ++ 925 (10) 10d LSTA-I8 ++ 1235 (14) 10d V1 MSTA-18 ++ 1315 (14) 10d Q MSTA-24 +r 1640 (18) lod Cf_ MSTA-30 2050 (22) 10d I-- 0 MSTA-36 ++ 2050 (26) 10d MSTI-36 3800 (3(p) led x 1 1/2 MSTI-45 5065 (45) lod x 1 In H6 950 (8) Sd TO PLATES, (8) 8d TO STUDS SP4 885 (6) I" x 1 1/2' TO STUDS A33 150 (4) 10d TO BEAM (4) 10d TO POST. HCP2 645 (6) 10d x 1-1/2' H10 995 (16) Sd x 1-1/2 ABI.! 44 2200 6665 (l) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. I' EMISED-) IN CONC. (12) I6d TO WOOD (n ABI) 66 2300 12000 (1) 5/8' A_T.R_ IN HIGH STRENGTH EPDXY, (MIN. I' EMBED-) IN CONC_, (12A6d TO WOOD Ck� LTTIZ +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN CONC., (8)I0d TO WOOD r LTT2015 +++ 1625 ll) 1/2' A.T.R. IN HIGH STRENGTH EPDXY (MIN. I' EMBED.) IN CONC. (2) ' BOLT TO WOOD 3610 (1) 5/8' ATR, IN HIGH STRENGTH, EPDXY (MIN. I' EMl iED.) IN CONC_ (16) loci x 1 1/2' TO WOOL? Z HTT4 4235 4350 (1)5/5" A.T.R. IN HIGH STRENGTH EPDXY, (MIN_ I" EMBED.) IN GONG. (15) 16d x 2 1/2' TO WOOD (1)5/6' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED-) IN CONC. (2b) 10d x 1 1/2' TO WOOD HT75 4610 5090 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN GONG. (26) 10d TO WOOF (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN GONG. (26) I6d x 2 1/1' TO WOOL) HHDQ11-SDS 29+ 11,¢45 1) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED-) IN GONC:, (24)5D5 4' x ' WOOD SCREWS HDI 6480 (1) 1/8' AB. IN HIGH STRENGTH EPDXY (MIN. I' EMLED.) IN CONC. (9)X1 STUD 5OLTS TO WOOD M15HA 3.56/11.25 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 61"15" EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (18)IOd TO BEAM 1n LLd M15HA 5.50/11.25 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."151 EMBEDMENT) IN C.M.U. FACE, (18)106 TO BEAM z Q C210-3 (WOOL? 1510 4000 (FLOOR) IS -I/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, (10) 10d TO WOOD 3140 (ROOF) Z HUC410 (CMU) 1 1810 1 wee 18-1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, no) 10d TO WOOD HUC 210-3 1 1510 14000 18-1/4' x 2-3/4' TITPEN TO CMU ( 10) 10d TO WOOD HIGH STRENGTH EPDXY a SIMPSON 'SET EPDXY-TIE' CONTACT THE ARCWITECTIENG INFER OF RECORD FOR WRITTEN AF'F'ROvAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN I' FEED`, THE VERTICAL CELL IN C.M.I. WALL MUST 15E FILLED SOL IF w/ GROUT. ++ 106 COMMON NAILS CAN BE SUBSTITUTED WITH 106 x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W F_ +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' 0 A.T.R. - A-301 ALL THREAD ROP (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 15 USED_ WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HFG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A57M-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS G-2011' ,'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING-) 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG-) C-SA5-2003 HEADER SPAN CHART 1-414 N � E` 1Rs _17c) 13 � (5impson) or (Uap) Q HUS2� HU526 MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO SINGLE STORY AF'F'LICATION SIZE 7 -11 1/2 " CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DSL 2 x S 5'-4" TO I'-0" D5L 2 x 10 7'-0' TO 10"-0" D5L 2 x 12 10'-0" AND OVER TWO STORY 4F FJ_ I C,4T I ON DOWN STAIRS SIZE CLEAR SPAN PSL 2 x h UP TO 5'-0" DSL 2 x 5 5'-0" TO (o'-4" D5L 2 x 10 6'-4" TO 5'-0" DeL 2 x 12 8'-0" AND OVER 1-414 N � E` 1Rs _17c) 13 � (5impson) or (Uap) Q HUS2� HU526 MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO 8'-0" U.N.O. .4'-11 1/2" 7 -11 1/2 " AND UP NUMBER'. OF HEADER STUDS SUPPORTING END OF DEADER 1 2 3 NUMBER OF FULL LENGTH STUDS (P 2 ~ AT EACH END OF HEADER 1 3 2 x 12 ($2 SYP) 7/16" 055 NAIL (3) 126 6 &"-S" O.C. TYP. 2x12 BM.,/HDR. FRAMING NOTES: 1, HURRICANE 5TR'A='5 TO BE MANUFACTURED 5l' 51MF'50N STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAINS ARE AS FOLLOWS, U.N.O. * TRUSS TO MA5ONRi-/CONCRETE SHALL BE META -16 * FLOOR JOIST TO MASONRYZCONCRETE SMALL BE HETA-I(o AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL, * TRU55 TO WOOD FRAMING SHALL BE MTS -12 3.TRU55 TO TRU55 CONNECTIONS AND HANGERS SHALL BE DE51GNED AND 5UF'F'LIED BY TRUSS MANUFACTURER',. 4.REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR? TRUSSES. 5.HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER 5TUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 0. MIN. 2X4 HIP CUT BLOCKING 5ECURED 111/3-1001 GUN NAILS OR 3-126 HAND DRIVES e EA. END. CUT PITCH 4 E5EVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. (i) -9 -PT. LANAI SOUTHERN TRUSS COMPANY 03/21/12 140 MPH/EXP.—B ARCHITECTS 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774£078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325. Edi W WOLu CJ q W U � Lu =3 Q cA Q X (] QL N (P ~ • G . IMIMIWAIMIMIM��Is l; _6 _I � 1 � ��II11111IIIIIIIIIICaIl111111�1�[:I �� I►,. � m II — � r9 n ba i RA '. ♦�A','♦ (i) -9 -PT. LANAI SOUTHERN TRUSS COMPANY 03/21/12 140 MPH/EXP.—B ARCHITECTS 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774£078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325. Edi W WOLu CJ q W U � Lu =3 Q cA Q X (] QL N (P ~ Er � m ST.TBDIV. & )LOT: TUSCA PLACE NO RTH LOT #18 F'RO.TECT# 1665.054 M0 DEI.: "1662" G4'A3RAQE SWING: LEFT PACE: FRAMING PLAN ELEVATION ))A)) ARCHITECT - STATE OF FLORIDA 29 DATE: 03/30/12 SCALE: 1/ / 4 )s —1' —0 SHEET � � • ��II�IIII �*' ELECTRICAL LF=Cx1=NU 5YM50L DEFINITION NOTES d) 125v OUTLET 20 AMP L IGHT IICv OUTLET fTAMfyp%SISTANT 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER I/2 OF OUTLET 1 DISHWASHER 1200 110v OUTLET WIRED TO 1 DISPOSAL 500 SUBTOTAL OF GENERAL LOAD SWITCH FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 22883 VA x .4 EQUIPED WITH GROUND FAULT TOTAL NET GENERAL LOAD 19074 110v OUTLET 8720 2.5 TON HEAT PUMP#2 21 AMPx 240 VAS GFI 10 KW ELECTRIC HEAT AT 85% (TAMPER 1S913TANT 5 KW ELECTRIC HEAT AT 65% �I NET GENERAL LOAD 4 WIRE NET TOTAL HEAT ��JJJJJJJJ 6 220V OUTLET CONNECTION CALCULATED LOAD FOR SERVICE 32294 VA/240 V-- 135 AMP 150 AMP SERVICE EXTERIOR GROUND FAULT cw, F, WATERPROOF INTERRUPTER OUTLET r� SWITCH SWITCH 3 -WAY OPER. SWITCH 4 -WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT r- VAPOR PROOF VP LT �0„� RECESSED CAN I 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-BUL5 WRAP LIGHT AROUND _ 2' FLUORESCENT _ _ = 4' FLUORESCENT O 4' TRACK L IGHT © PANEL 0 1A METER � SMOKE kZATT. SACK -UP (.� S.D. DETECTOR INTE wI RE MATT. SACK -UP CARBON W/ HARDWIRE INTEI@- (&S/C0 MONOXIDE/ CONNECTED SMOKE DETECTOR SHALL ME A COM50 DISTANCE OF NOT o LESS THEN 4" FROM WALL PENDANT LIGHT TELEPHONE . JACK U WATER HEAT. WH D 15CONNECT AIR. GOND. q A/C DISCONNECT TELEvISION El u- JACK GAS OUTLETOUTLET CEILING FAN/LIGHT CEILING BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD PUSH- FOR 4pB. BUTTON CHIMES t * LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED -a HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI Is ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO BE LOCKOUT IN PANE!_ * BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2010,RESIDENTIAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL BE NON METALLIC CABLE AS N.E.C. 2008 ARTICLE 300.(5) (2) *ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE ------------------ I I j PATIO j GFI IXRK�ONNJ � 110 OPT. OWNER'S BATH f 1 -------------- LANAI CEILING MTD. LIGHT TO BE -, INSTALLED, PROVIDE WP, i J - BOX FOR CSF I OPT. rAN '7111111111111111111111:] - IC]III1111111111 rom"IV p g0g,1111111111 g, 7 _iIN im 201 .► I ,Iffa 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 BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMIPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (GU) IN 1-1/2" DIA SCHEDULE $0 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 50 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO SID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEG CODIM2) HOUSE PLAN: 1662 MODEL OPT. - r -- `' OPT. CARRIAGE-','--� CARRIAGE L IGHT L IGHT IXRK�ONNJ � 110 OPT. OWNER'S BATH f 1 -------------- LANAI CEILING MTD. LIGHT TO BE -, INSTALLED, PROVIDE WP, i J - BOX FOR CSF I OPT. rAN '7111111111111111111111:] - IC]III1111111111 rom"IV p g0g,1111111111 g, 7 _iIN im 201 .► I ,Iffa 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 BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMIPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (GU) IN 1-1/2" DIA SCHEDULE $0 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 50 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO SID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEG CODIM2) HOUSE PLAN: 1662 MODEL LOAD INFORMATION VA 1681 SQFT GENERAL LIGHTING X3 VA PER SQFT 4983 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 SUBTOTAL OF GENERAL LOAD 32883 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 22883 VA x .4 0074 TOTAL NET GENERAL LOAD 19074 4 TON HEAT PUMP#1 28 AMPx 240 VA= 8720 2.5 TON HEAT PUMP#2 21 AMPx 240 VAS --- 10 KW ELECTRIC HEAT AT 85% 8500 5 KW ELECTRIC HEAT AT 65% --- NET GENERAL LOAD 19074 NET TOTAL HEAT 13220 TOTAL LOAD 32294 CALCULATED LOAD FOR SERVICE 32294 VA/240 V-- 135 AMP 150 AMP SERVICE NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE .ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 01 CU, 1 *6 CU GND 2" CONDUIT OR PROVIDE 3 02/0,4L, 1 04 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 1x0,4/2P MCS TELEPHONE 5ERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS C,48LE TELEV15ION SERVICE ENTRANCE EQUIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2005 250.52(3). 5/5" DIA X 5 FT LONG COPPER CLAD GROUND ROD A R C H I T E C T S A Design roup Inc 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU13DIV & LOT: TUSCA PLACE NORTH LCAT #18 PROJECT# 1665.054 MODEL. - 1) 1662" ODEL-1)1662" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN [ARCHITECT- STATE OF FLORIDA 72 6k'rk: 03Z30/12 sCALE: 1/4"=l' -O" SHEET a�21 � U � _ w � � w XW O U.I <Q�-n W O 0 1A � 6.4 o U q ° u- 10 Q F -i cv nl m SU13DIV & LOT: TUSCA PLACE NORTH LCAT #18 PROJECT# 1665.054 MODEL. - 1) 1662" ODEL-1)1662" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN [ARCHITECT- STATE OF FLORIDA 72 6k'rk: 03Z30/12 sCALE: 1/4"=l' -O" SHEET a�21 A R C H I T E C T$ . N. RONALD REAGAN B -ONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 rww.abdesigngroup.cor AA #: 0003325 SVHDIV. 8e IAT: TUSC.A. PLACE NORTH LOT X18 PROJECT# 1665.054 MODEL: ,1662„ GARAGE SWING-. LEFT PAGE: MECHANICAL PLAN ARCHITECT: STATE OF FLORIDA APR 2012 J AR N 12079 LL PRINT DATE: 03/30/12 SCALE: 1/4"=1'_01" i i ' Z ua �C a q n C) z N Z i L o > o m N u ca L cv m cYl SVHDIV. 8e IAT: TUSC.A. PLACE NORTH LOT X18 PROJECT# 1665.054 MODEL: ,1662„ GARAGE SWING-. LEFT PAGE: MECHANICAL PLAN ARCHITECT: STATE OF FLORIDA APR 2012 J AR N 12079 LL PRINT DATE: 03/30/12 SCALE: 1/4"=1'_01" i i ' DR HORTON HOMES SUBDIVISION: LOT BLOCK: M ----------- fl1l void r - N ------------ - W 1536L �UF342 1/4"=1'-0'° (t :SHEET w 0 � ----- M w M �C N co m MODEL: 1662 PG of 156" DOOR STYLE: L = 19 BX PARTS: 1 - DWR3 2-UF3 WD 2-UF3 P 3 - UF342 P GARAGE LEFT OCTOBER 2010 MARCH 2011 STAGGER @ 96" W3636 W3924 X 24 DP RD - 15" B45 1 - BC 27 w 1 - FL24 d 3 - BTK8 PRT rn 4 - UM8 BLD x 4-CM8BLD ----------------- tz r ,4� c --UF3------------- 6C, °. ----------------------------- B33 -------------------------------------------- N.��IC•�■��i�•1��L�i�i�l � • DR HORTON HOMES SUBDIVISION: LOT BLOCK: MODEL: 1662 PG of 74" i l 1 ------------- ------- SB6034H'--------- ---------------------- ----------------------------------- OWNER'S BATH DOOR STYLE: _ L=1BX PARTS: 1 - UF3 1 - UM8 BLD 1 - BTK8 PRT 72 DOOR STYLE. L= 1 BX PARTS: 1 - UF3 P 1 - BTK8 PRT 1 - UM8 BLD LAYOUTOWNER BATH,Z BATH CABINET GARAGE LEFT OCTOBER 2010 MARCH 2011 DR HORTON HOMES MODEL: 1662 GARAGE LEFT SUBDIVISION: OCTOBER 2010 LOT BLOCK: PG of _ MARCH 2011 REF, RANGE TOP COLOR: EDGE PROFILE: 251_4 w� �©4 4b ti ti All dimensions _size designations TIMBERLAKE' *""***"****"********************** Designed: 03/23/11 given are subject to verification on Designer: P. Nottbohm Printed: 03/23/11 job site and adjustment to fit job This is an original design and must conditions. not be released or copied unless applicable fee has been paid or job order placed. 1662 GL KITCHEN (03-23-11) 1 COUNTERTOP I Drawing #: 1 Scale: 0 1/2" — 1' KITCHEN COUNTERTOP LAYOUT ARCHITECTS Design Group,nc. 1441 N. KUNALU KtAbAN BLVU. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ti 03/30/12 SCALE: 1/4"=1'-0'° :SHEET w 0 � (' w w �C x � w w11A Q D 0 > z Q U °) L0 LI) Ln6i in n I C 0 LLti h� V i7 i/i �I r ii�� i/ti.i►T� TUSCA PLACE NORTH LOT X18 PROJECT# 1665.054 MODEL.- "1662" ODEL:"1662" GARAGE SWING: LEFT PAGE: CABINET LAYOUT (ARCHITECT: STATE OF FLORIDA 12079 SATE: 03/30/12 SCALE: 1/4"=1'-0'° :SHEET 0 ©F� (' (1) 05 REMAR VERTICALLY W/ CONC. POUR CELL R-4.2 INSULATION TEXTURED FINISH E 0.q a, CMU 1/2' GYP. WL. 6D. WOOD !'SASE O 07 Ia °• a •d ' 4' CONC., REINF. W/ 6'xb' 010 WWM ON ° 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATMENT SHALL BE MORA -CARS z 41 N 4 N 1 4 (2) 05 REBAR ON CHAIRS 1 -STORY FOOTING 1 W BLOCK WALL SCALE- 4- CONG., Rr=iw. w/ b"xb' 010 WWM ON 6 -MIL POLY ETHYLENE VAPOR E 4" BARRIER ON WELL -COMPACTED n1 &. CLEAN TERMITE TREATEMENT SHALL B(1) "Fa RRBAR ON CHAIRS 4 THICKEN EDGE SCALE: m 4" CONG, REINF. W/ 6'x6' !10 WWM ON 6 -MIL POLY ETHYLENE VAPOR -0,a 4N HARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL SE SORA -CARE GARAGE STEP-UP �J NON-BEARING SCALE: 1/2"=1' -CA" GRADE 4 � ° 4' CONC, REINF_ W/ b'xb` M10 Wl ON ° ° ♦' b -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL &" 4" BE BORA-CARE 4' 5 REBAR ON CHAIRS 9 CONCRETE PAD SCA :I/2'=1'-0 POURED LINTEL CONT. (TYP.) S" CMU FILLED CELL (TYPJ ZX WALL FRAMING (4)1 'X1' ANCHOR BOLTS or (4) NX1' J -BOLTS MIN. 5' EMBEDMENT W/ 21X21X1/&' WASHER AND NUT SPACED EVENLY FROM FLOOR t0 BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVEP ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 15 BLOCK WALL CONNECTION SCALE: (l) 05 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY i' EMBED- MIN_ 0 • ° a ° 4' CONC, REINF. W/ 6'xb' MO WWM ON 4'• ' ; d. 6 -MIL POLY ETHYLENE VAPOR BARRIER ON HA=LL -COMPACTED GLEAN TERMITE TREATEMENT SHALL BE BORA-CARE TYP. RETROFIT FOR A OMITTED DOWELS SCALE- SECURE ST. PLATE TO BLK W/ }' ANCHOR 1301-T W/ 2' WASHER SET IN 6IMP80N HIGH STRENGTH EPDXY i' EMBED. MIIISL a 32' OC MAX. 4' CONC., REINF. W/ 6'x6' PIC WWM ON 6 -MIL POLY ETHYLENE VAPOR z BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL 4, &, 4" BE BORA-CARE 11-41 (2) 03 REBAR ON CHAIRS 1 -STORY FOOTING 2 AT L.B.W. W UPLIFT SCALE: STUDS 16' O.C. MAX 6 112' 111 HEAD OF GARAGE VARIES WITH SLOPE SECURE ST. PLATE TO SLAB W/ ' ANCHOR BOLT W/ 2' WASHER SET IN W SIMPSON HIGH STRENGTH EPDXY V EMBED. MIN 32' OG MAX. A'4' CONC, REINR W/ 6'x6' •10 WWM ON I ° 6 -MIL POLY ETHYLENE VAPOR 15ARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL m 4- e' 40,4' BE BORA-CARE I -4" e2) M$ RE15AR ON CHAIRS GARAGE STEP-UP 1- STORY L.B.W. BCALI== I/1"=11_01 I I I' RECESS FOR SLi.D. TRACK W FINISH FLOOR .'4 . > a .•° ° ° •° •.° '. a a. .44 •..°4. 1 O SLAB AT S. G. D. SCALE: ---CAULK AND SEAL _� GAS LINE 1 J' PYC SLEEVE FOR GAS LINE 61 8' CMU 1/2' DRYWALL WOOL) MASE SECURE BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. ® 32' OC MAX. 4' CONC., REINF. W/ 6'x6' "IO WlU'1 ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL ¢" 1,_0: BE 50RA-CAIVE .5(3) 5 REMAR ON CHAIRS 1'-a' 2 -STORY FOOTING � AT L./ B. W. Sill CALE- 1/2'=1'—V 5 la' * HEAD OF GARAGE VARIES WITH SLOPE SECURE ST. PLATE TO BLAB W1 ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' W EMBED. MIN, ao 32' OC MAX. UL } P e a — — "r 4 11 4' CONC, REINF. W/ 6'xb' 010 Wl ON 6 -MIL POLY ETHYLENE VAPOR Z BARRIER ON WELL -COMPACTED z CLEAN TERMITE TREATEMENT SHALL 4" BE SORA -CAIS (3) 5 REBAR ON CHAIRS GARAGE STEP-UP A 2 -STORY L.B.W. RECESS FOR II ' GARAGE DOOR 7.4'CONC,REINF.W/rp'xfq'#I0 WWM ON MIL POLY ETHYLENE VAPOR ARRIER ON WELL -COMPACTED EAN TERMITE TREATEMENT SHALL BE MORA -CARE (1) 05 REMAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE- ON CHAIRS 2 -STORY e3) 66 REBAR ON CHAIRS _,.—(1)'5 REBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION b' CMU (1) 03 REl?3AR VERTICALLY W/ CONC. - - '_— POUR CELL R -4a INSULATION z z CURB HEIGHT VARIES 0. -� TEXTURED FINISH A a q a' R-11 INSULATION MIN. SECURE BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. ® 32' OC MAX. 4' CONC., REINF. W/ 6'x6' "IO WlU'1 ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL ¢" 1,_0: BE 50RA-CAIVE .5(3) 5 REMAR ON CHAIRS 1'-a' 2 -STORY FOOTING � AT L./ B. W. Sill CALE- 1/2'=1'—V 5 la' * HEAD OF GARAGE VARIES WITH SLOPE SECURE ST. PLATE TO BLAB W1 ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' W EMBED. MIN, ao 32' OC MAX. UL } P e a — — "r 4 11 4' CONC, REINF. W/ 6'xb' 010 Wl ON 6 -MIL POLY ETHYLENE VAPOR Z BARRIER ON WELL -COMPACTED z CLEAN TERMITE TREATEMENT SHALL 4" BE SORA -CAIS (3) 5 REBAR ON CHAIRS GARAGE STEP-UP A 2 -STORY L.B.W. RECESS FOR II ' GARAGE DOOR 7.4'CONC,REINF.W/rp'xfq'#I0 WWM ON MIL POLY ETHYLENE VAPOR ARRIER ON WELL -COMPACTED EAN TERMITE TREATEMENT SHALL BE MORA -CARE (1) 05 REMAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE- EXTENDED SLAB 1 CURB HEIGHT VARIES In- RECESS FOR SERVICE DR �— 4' CONC, REINF. W/ 6'x&' 010 WWM ON (P -MIL POLY ETHYLENE VAPOR d BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (2) S REMAR ON CHAIRS m SLAB AT GARAGE SERVICE DOOR SCALE- 1/2'=1'_0N 1 SHOWER RECESS FOOTER SCALE: (I) 45 REBAR VERTICALLY W/ GONG. POUR CELL z I a' CMU ru m I� ,—CURB HEIGHT VARIES • z ° 4' CONC., REINF. W/ 6'x6" 010 WUIM ON 6 -MIL POLY ETHYLENE VAPOR • BARRIER ON WELL -COMPACTED ° ' • GLEAN TERMITE TREATEMENT SHALL BE BORA-CARE z 4' &' [4- (2) •5 REBAR ON CHAIRS in p U 1 -STORY FOOTING 8 AT GARAGE ON CHAIRS 2 -STORY e3) 66 REBAR ON CHAIRS _,.—(1)'5 REBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION b' CMU (1) 03 REl?3AR VERTICALLY W/ CONC. - - '_— POUR CELL R -4a INSULATION z z CURB HEIGHT VARIES 0. -� TEXTURED FINISH TEXTURED FINISH q a, CMU R-11 INSULATION MIN. R-11 INSULATION MIN. BARRIER ON WELL -COMPACTED 4' CONC, REINF. W/ 6'x6' •10 UAUM ON t, STUDS 16' Q.G. MAX STUDS 16' O.C. MAX 1/2' GYP. WL. BD - z , in 1/2, GYP. WL. W. 1/2' GYP. WL. BD. SECURE ST. PLATE TO SLAB W/ 10d GUT NAILS/ MASONRY NAIL * 32' O.C. WOOD BASE ECURE ST_ PLATE tQ BLK W/ �" WOOD BASE SECURE BT. PLATE TO !'SLK W!' MAX E ANCHOR 15OLT W/ 2- WASHER SET IN E ANCHOR BOLT W/ 2' WASHER SET IN (3) 05 REBAR ON CHAIRS a 0' FIN. FLOL R. SIMPSON HIGH STRENGTH EPDXY 1" SIMPSON HIGH STRENGTH EPDXY 1" z 1 ° :. 6` PVG CHASE THRU FOOTINCT ° ' ° ' , TIE VERTICAL REBAR ° p EMSED. MIN. 0 32. OC MAX. °D p EMBED. MIN. A S2' Or, MAX. ° . •°'°' � W�THDOK • (l) W5 REBAR AT CORNERS W1 29` LAP MIN. . I -STORY 4- &' 4- (2) 03 REBAR ON CHAIRS ll y fl' • ° d ; • 4' GONG., RENF. W/ 6'x6' •IO uu-I ON 6 -MIL POLY ETHYLENE VAPOR6-MIL ao °.. a.a 4' GONG, REINF. W/ 6'xb' +4(A WWM CN POLY ETHYLENE VAPOR itJ a .. 4'GONG,REINF.w/b'x6'*10WWM ON 6 -MIL POLY ETHYLENE VAPOR z I BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL �.BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL . ' ...' • BARRIER ON WELL-cOMPACTED "' °e' CLEAN TERMITE TREATEMENT SHALL HORIZONTAL/VERTICAL S4' BE }3QRA-CARE BE MORA -CARE BERA-CARE SCALE: 1/1"mV-0l' 1,-4N C2) +!3 REBAR GN CHAIR$ z E 4N &' 4N K N l3) ^ra REBAR ON CHAIRS U 4 6 6 4 m tf 1'-4' e2) Ob REBAR ON CHAIRS 1 -STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING AT L. B. W. W SCALE: 1/2'-1'-0' NO UPLIFT) 3 W FRAME WALL 3 A W FRAME WALL EXTENDED SLAB 1 CURB HEIGHT VARIES In- RECESS FOR SERVICE DR �— 4' CONC, REINF. W/ 6'x&' 010 WWM ON (P -MIL POLY ETHYLENE VAPOR d BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (2) S REMAR ON CHAIRS m SLAB AT GARAGE SERVICE DOOR SCALE- 1/2'=1'_0N 1 SHOWER RECESS FOOTER SCALE: (I) 45 REBAR VERTICALLY W/ GONG. POUR CELL z I a' CMU ru m I� ,—CURB HEIGHT VARIES • z ° 4' CONC., REINF. W/ 6'x6" 010 WUIM ON 6 -MIL POLY ETHYLENE VAPOR • BARRIER ON WELL -COMPACTED ° ' • GLEAN TERMITE TREATEMENT SHALL BE BORA-CARE z 4' &' [4- (2) •5 REBAR ON CHAIRS in p U 1 -STORY FOOTING 8 AT GARAGE m • +. 4" CONC, IEINF. W/ b'xb' •ICA WwM ON ° 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED ° CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (3) 03 REBAR ON CHAIRS V 1_aN 2 -STORY FOOTING 1 3 W BLOCK WALL SCALE: 1/2 "! I'-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ &' HOOK GROUTED BOND BEAM Yr qa ' tl GAS LINE THRU BLOCK 22) �s REBAR 1 SCALE: 1'=1'-fA' ON CHAIRS 2 -STORY e3) 66 REBAR ON CHAIRS _,.—(1)'5 REBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION b' CMU (1) 03 REl?3AR VERTICALLY W/ CONC. - - '_— POUR CELL R -4a INSULATION z z CURB HEIGHT VARIES 0. -� TEXTURED FINISH 4' CONC., REINF. W/ 6'x6' *I0 WWM ON q a, CMU A.CLEANOUT REQUIRED E BARRIER ON WELL -COMPACTED 4' CONC, REINF. W/ 6'x6' •10 UAUM ON t, CLEAN TERMITE TREATEMENT SHALL 1/2' GYP. WL. BD - z , in WOOD MASE m • +. 4" CONC, IEINF. W/ b'xb' •ICA WwM ON ° 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED ° CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (3) 03 REBAR ON CHAIRS V 1_aN 2 -STORY FOOTING 1 3 W BLOCK WALL SCALE: 1/2 "! I'-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ &' HOOK GROUTED BOND BEAM Yr qa ' tl GAS LINE THRU BLOCK 22) �s REBAR 1 SCALE: 1'=1'-fA' ON CHAIRS 2 -STORY e3) 66 REBAR ON CHAIRS _,.—(1)'5 REBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION b' CMU a e tla• " z CURB HEIGHT VARIES 0. -� 1/2' GYP. WL. MP. 4' CONC., REINF. W/ 6'x6' *I0 WWM ON q z WOOD SASE A.CLEANOUT REQUIRED E BARRIER ON WELL -COMPACTED 4' CONC, REINF. W/ 6'x6' •10 UAUM ON FOR INSPECTION CLEAN TERMITE TREATEMENT SHALL b -MIL POLY ETHYLENE VAPOR z , BARRIER ON WELL -COMPACTED 0 CLEAN TERMITE TREATED FILL (3) 05 REBAR ON CHAIRS a 0' FIN. FLOL R. (2) wS REBAR a 1 -STORY (3) 5 REBAR 6 2-STORYTO !U '+ VERT_ DDWEL z 1 ° :. 6` PVG CHASE THRU FOOTINCT ° ' ° ' , TIE VERTICAL REBAR ° LAPPED W/ BONA BEAM ° . •°'°' � W�THDOK e OUTSIDE REBAR TO BE � _ • ° , rA (l) W5 REBAR AT CORNERS W1 29` LAP MIN. . I -STORY 4- &' 4- (2) 03 REBAR ON CHAIRS ll E it1 a• ; 1_4N 2 -STORY (3) Nb REBAR ON CHAIRS 2'-I' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL $ REBAR LAP AT FOOTING AT LINTEL CORNERS SCALE: I/d"=I'-CA' D W BLOCK WALL SCALE- I/2-=I'_fA' E REINFORCING SCALE: 1/2"=1'-fD" SCALE: 1/1"mV-0l' �LIL EXTERIOR FOO �C']ER AT F'I][�TI` IAC LIAR' rro 12" IE3ELO W U]C-,TL)IS rFT TRBIF;�ID SOIL, z i 4' b" b' 4- m 2 -STORY FOOTING �A AT GARAGE SIGALE. 1/2 1'-0" NOT USED lY GROUTED BOND BEAM VARIES PER ELEV. TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ a' HOOK ° VARIES PER ELEV. ' GROUTED BOND BEAM 4 d a ° •.t ° d.1 ° CLEANOUT REQUIRED ° FOR INSPECTION � d• h ° 0'-0' FN. FLR• :°a + ° d • • ° TIE VERTICAL REBAR TO HORIZONTAL : d,;' REBAR W/ &' HOOK -� r_ my HORIZONTAL/VERTICAL REINFORCING AT p BEARING CHANGE aRcH,rEcrs /'� rDesign GI Qup inc. 1441 N. RONALD REAGAN BL% LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SUDDIV. & Loll TUSCA PLACE NORTH LOT X18 PROJECT# 1665.054 MODEL: )71662" GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT - STATE OF FLORIDA PRINT DATE: 03/30/12 SCA UM: 1/4"-1$-01) ' (1) 5 REBAR VERTICALLY W/ CONC. POUR CELL FS' CMU z CURB HEIGHT VARIES 0. -� a 4' CONC., REINF. W/ 6'x6' *I0 WWM ON q 6 -MIL POLY ETHYLENE VAPOR E BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL F BE BORA-CARE (3) 05 REBAR ON CHAIRS ° dd 4 z i 4' b" b' 4- m 2 -STORY FOOTING �A AT GARAGE SIGALE. 1/2 1'-0" NOT USED lY GROUTED BOND BEAM VARIES PER ELEV. TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ a' HOOK ° VARIES PER ELEV. ' GROUTED BOND BEAM 4 d a ° •.t ° d.1 ° CLEANOUT REQUIRED ° FOR INSPECTION � d• h ° 0'-0' FN. FLR• :°a + ° d • • ° TIE VERTICAL REBAR TO HORIZONTAL : d,;' REBAR W/ &' HOOK -� r_ my HORIZONTAL/VERTICAL REINFORCING AT p BEARING CHANGE aRcH,rEcrs /'� rDesign GI Qup inc. 1441 N. RONALD REAGAN BL% LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SUDDIV. & Loll TUSCA PLACE NORTH LOT X18 PROJECT# 1665.054 MODEL: )71662" GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT - STATE OF FLORIDA PRINT DATE: 03/30/12 SCA UM: 1/4"-1$-01) PANEL ANCHOR SEALANT 0 4 4 SEALANT 3/S" -EXPANSION STRIP-- FREE TRIP FREE OF MORTAR PANEL ANCHOR 1/4" EXP. BOLT fl TLUO PER ANCHOR fL WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURPOSES ONLY, WALL FRAMING CAN 5E CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND v PANEL ANCHOR STYLE CONSTRUCTION SECURE 2x& MIN. TO BLK W/ (2) )�' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4" EMBED. D on SECURE 2x4 ON FLAT TO SLK W/ CUT NAILS. SIDES: 2X& GARAGE DOOR BUCK W/ (3) ,�1XV J -BOLTS 4' EMBEDMENT MIN. W/ 2'X2 "XYa WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. 1-2X& PT BLOCK 0 CENTER OF DOOR HEADER WI(l) } 'X8' J -BOLTS 4" EMBEDMENT W/ 2'X2"XYs' WASHER AND NUT no GARAGE DOOR q BUCK ATTACHMENT SCALE: 8 NOT USED LINTEL PLATE -- 3/5" EXPAN51ON STRIP FREE OF MORTAR LINTEL SEALANT TO SE MIN. 1/2' DEEP SE°E NOTE EXPANSION STRIP PANEL ANCHOR GLASS 5LOCIG NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING 6 EVERY OTHER BEP JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL SUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2) 1-1/4" 5-4 HEX WASHER HEAD LUITH ANTI -CORROSIVE COATING TIGHT TO SEND OF ANCHOR AND END OF SLOTTED HOLE TYPE S OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL RE INFORC ING MORTAR ASPHALT EMULSION 1-3/4" X 20 GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END W/(2)l2d6EA. UPRIGHT 2X4 SECURED TO GABLE ENG W/(2)12d 6"-8" O.G. L-30 g GABLE BLOCKING TRUSS —2x4 BLOCKING 0 EA. RAFTER L-30 EA. RAFTER H25 EA. RAFTER 2x4 RAFTER m 24' O.G. 2x4 FRAMING (TYP) FRAMED OVERHANG 4 N.T.S. 2X4 DBL TOP PLATE 2x4 METAL STUD 24' P.G. 1/2" DRY WALL 2X4 16' O.C. MAX 2x4 PT. ' BT. PLATE 1/2' A.B W/ MIN. 1" EMBEDMENT 2" DIA. WASHER ".r 32 O.C. MAX *5 REBAR CONT. WOOD FRAME TO BLK. SCALE: 1/21=11-01 SPARK ARREST T-4 1/2' PER MANUFACTURER IX2 PT. TOP OF BOX — DBL. TOP PLATE 2X4 STUD II II TEXTURED FINISH OVER- PApER BACK EXP. MET. LATH. W/ ON O.S.B. SHEATHING OR �" GPX PLYWOOD PRE. ENG. TRUSS 1 A PLAN VIEW SCALE: 1/2 1'-0' SIMPSON H-5 (MIN.) 6 2x4 TO TRUSS PRE. ENG. TRUSS SP4 OR 14-5 TOP PLATE TO STUDS ABv. 10'-0' LEvEL TO ROOF �R 2'-0' ASV. HIGHEST RIDGE WITHIN 10'-0" SIMPSON H-5 (MIN.) a 2X4 TO TRU55 1 CHIMNEY DETAILS PRE -ENG TRUSSES W/ TRU55 CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS e lb'O.C. MAX SIMPSON L6TA-12 a EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS -0 16" O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN e CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY a A TIME. USE 12d NAILS, TWO WITHIN ro' FROM EACH END 4 NO MORE THAN 12'O.C. STAGGERED 3P4 OR H5 'a TOP AND 150TTOM PLATES 0 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 TYP. EXTERIOR WINDOW/ FLR. LINE. c� DOOR OPENING WD FRAMED NAILINCa SCZHEDULE ROOF DIAPHRAGM USE 1116'0.5.5. OR 1/2" CDX PLY WITH *8 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND *8 RING SHANK GUN NAILS AT 6'0.r -.,4T INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS a 4' O.G. EXTERIOR SHEATHING USE 1/16' 0.5.8. OR 1/2" PLY WITH *8 RING SHANK GUN NAILS AT 6" O.C. AT PANEL 81DE5 AND *S RING SHANK GUN NAILS 4" O.G. TOP 4 BOTTOM PANEL AND *8 RING SHANK GUN NAILS AT 6" O.G. AT INTERMEDIATE 5UPPORT5. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED A8 AN ACCEPT45LE FASTENER FROM ANY MANUFACTURER. NAL L �� CSU I i��1``'f ANTS SIZE HEAD LENGTH DIA. TENSILE STR 8d ROUND MODIFIED 1'1/5* .113 110000 D L4 0 OR T ROUGH OPENING UP TO V.0. loci ROUND MODIFIED 2 1/8' .128 110,000 OR T ON RE TOP CORD BLOCKING AT 4' :r O.C. MAX. IN FIRST 2 FRAMING o SPACES AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS 91 STAPLE, NAIL 4 TOOL ASSOCIATION 0. 1. 0,113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING_7\ 4 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER° 3. Irp TO 20 RINGS PER INCH 4, 0.280 INCH FULL ROUND HEAD DIAMETER z S. 2 INCH NAIL LENGTH is � 4a �9 ROOF &HEA HfNC; LA)"OUT AN1� ENF,)WALL 5RAGING BUILDING LENGTH �. FOR C�,45LE END FRAMING �—SECURE 2x TO BLOCK W/ (2) a" TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 J') WITHIN 8' OF EACH END AND IV0.r_ MAX -jM $FAC ING. O.S.B. SHEATHING OR--"' CDX PLYWOOD \'-2x4 BLOCKS CMU WALL ARCH WINDOW FRAMEA SECTION SCALE: 1/2'=1'-0" NOTE: : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT 6 OPENINGS 08 RING SHANK GUN NAILS m 4'0.C. TOP 4 ElOTTOM Ei>GES a PRE TRU° MTS- rt/Iro ° 2x4 BTM. PLA' 22" c PRE TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16" O.C. 1/161 08.8. 1/2' A.B. W/ MIN. 7' EMBEDMENT LOCATE 6"-S" FROM ENDS AND 32" O.G. MAX. TEXTURED FIN15H META -16 8" CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 2X4X4' SECURE TO TRU55 W/ 3-126 6'-8' O.G. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE TO SLK. W/ META -I& 2'— 0" EXT: SCALE: I/2"= I'-0' C106 RING SHANK GUN NAILS 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) C*S 2' DECK SCREWS a 6'-S" O.C. MAX 6 EDGES 4 12" O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G 51.18 -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRU55 DBL. 2X TOP PLATE 2X BLOCKING a TOP OF 1/16"0.5.5. 2X STUDS I(V O.G. MAX.— 2X BTM. PLATE 3/4" FLOOR PECKING PRE- ENGINEERED Q FLOOR TRUSS 2X4 a TOP 4 BOTTOM CONT. HETA-16 SLK. WALL CONTINUOUS SHEATHING TO BEGIN AT TOP OF SLK, W/ 1/4" GAP FROM SLK. TO O.S.B. O HORIZONTAL 2X 5.1 R STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN Q REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING m TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW �5 IN5TALL ALL SHEETS W/FAGE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: ARCHITECT$ Desi r0 u p Inc. LONGWOOD, FL 82750 PH: 407-774-6078 FAX: 407-774078 WWW.abdesigngroup.com AA #: 0008325 w Cq z W _ q PRI=cast L JU q D p o D L4 0 X W wD ROUGH OPENING UP TO V.0. ' W 0 ON RE (P PRECAS'C SILL TOP CORD BLOCKING AT 4' :r O.C. MAX. IN FIRST 2 FRAMING o SPACES AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS 91 STAPLE, NAIL 4 TOOL ASSOCIATION 0. 1. 0,113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING_7\ 4 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER° 3. Irp TO 20 RINGS PER INCH 4, 0.280 INCH FULL ROUND HEAD DIAMETER z S. 2 INCH NAIL LENGTH is � 4a �9 ROOF &HEA HfNC; LA)"OUT AN1� ENF,)WALL 5RAGING BUILDING LENGTH �. FOR C�,45LE END FRAMING �—SECURE 2x TO BLOCK W/ (2) a" TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 J') WITHIN 8' OF EACH END AND IV0.r_ MAX -jM $FAC ING. O.S.B. SHEATHING OR--"' CDX PLYWOOD \'-2x4 BLOCKS CMU WALL ARCH WINDOW FRAMEA SECTION SCALE: 1/2'=1'-0" NOTE: : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT 6 OPENINGS 08 RING SHANK GUN NAILS m 4'0.C. TOP 4 ElOTTOM Ei>GES a PRE TRU° MTS- rt/Iro ° 2x4 BTM. PLA' 22" c PRE TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16" O.C. 1/161 08.8. 1/2' A.B. W/ MIN. 7' EMBEDMENT LOCATE 6"-S" FROM ENDS AND 32" O.G. MAX. TEXTURED FIN15H META -16 8" CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 2X4X4' SECURE TO TRU55 W/ 3-126 6'-8' O.G. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE TO SLK. W/ META -I& 2'— 0" EXT: SCALE: I/2"= I'-0' C106 RING SHANK GUN NAILS 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) C*S 2' DECK SCREWS a 6'-S" O.C. MAX 6 EDGES 4 12" O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G 51.18 -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRU55 DBL. 2X TOP PLATE 2X BLOCKING a TOP OF 1/16"0.5.5. 2X STUDS I(V O.G. MAX.— 2X BTM. PLATE 3/4" FLOOR PECKING PRE- ENGINEERED Q FLOOR TRUSS 2X4 a TOP 4 BOTTOM CONT. HETA-16 SLK. WALL CONTINUOUS SHEATHING TO BEGIN AT TOP OF SLK, W/ 1/4" GAP FROM SLK. TO O.S.B. O HORIZONTAL 2X 5.1 R STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN Q REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING m TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW �5 IN5TALL ALL SHEETS W/FAGE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: ARCHITECT$ Desi r0 u p Inc. LONGWOOD, FL 82750 PH: 407-774-6078 FAX: 407-774078 WWW.abdesigngroup.com AA #: 0008325 w Cq z W _ q 44 JU q D p o D L4 0 X W wD N (P LOW S9UHDIV. 8c IAT: TUSCA PLACE NORTH LOT X18 PROJ/�ECT# 1665.054 MODEL: "1662" GARAGE SWING: LEFT PACE: MIsc. DETAILS ARCHITECT - STATE OF FLORIDA DATE: 03/30/12 SCAT 1/4"=1J-01) SHEET OP 2 F15ERGLA55 SHINGLES BETWEEN 2x4 2x4 BLOCKING BETWEEN �~3LOCKINC� OVER #15 FELT 1`412"ER ON F15r=RGL,455 SHINGLES TRU5�5E5 AT FIRST TWO 5,4Y5 _2„ I„ =7 Ti�U55E5 AT 1=1RSt two BAYS OVER #15 FELT PAPER ON 4'-0" O.G. (AT SHEATHING 16 O.S.B. 51--IEAt+-41NC OR 4'-O" O,C. (AT SHEATHING CDX PLSEAMS) YWOOD 5ECURED 6 0.5.5. SHEATHING OR 1" _ SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG GABLE TRU55 PRE -ENG GABLE TRU55 PER NAILING SCHEDULE P.T. 1x2 W/ MTL_ DRIP EDGE 2x4 NAILER MTL. DRIP EDGE XCONT. 2x4 RAT RUN SECURED W/ (2) FIBERGLASS SHINGLES 2x4 6U8-5AND 12d's Q EACH TRU55 OVEN #15 FELT PAPER ON ALUM. SOFFIT TO BE INSTALLED e MID. POINT OF RCOT 12d'sR� EACH MUSS AT RUN ED 2x4 SUB -BAND lb° O.S.B. SHEATHING © 5TIFFBACR< AT ALL UPRIGHTS TO BE INSTALLED s MID. ALUM. SOFFIT tRUee SPAN OR 101-011 O.C. MAX. CDX PLYWOOD SECURED OVER 4'-10" HIGH (5EE POINT OF TRU55 SPAN, OR 5TIFF5ACK AT ALL SEE ENERGY CODE FORMS PER NAILING SCHEDULESEALED ENG. FOR SIZE - iP�'-�D" O.C. MAX. UPRIGHTS OVER' 4'-1®" FOR INSULATION R -VALUES. CONDITION.) HIGH (5EE 5EALED ENG. ° GYPSUM 5CARD OR " PRE -ENG TRU55 SEE ENERGY CODE FORMS -I 1„ SEE ENERGY CODE FORMS FOR SIZE 4 CONDITION.) HIGH STRENGTH CLG. FOR INSULATION R -VALUES. 16 O.S.B. SHEATHING OR 2 FOR INSULATION R -VALUES. p55. SHEATHING OR BOARD CDX PLYWOOD. ATTACHED MTL. DRIP EDGE '° " GYPSUM 50ARD OR �� CDX PLYWOOD. ATTACHED 2x4 NAILER 8" GYPSUM BOARD OR I" PER NAILING SCHEDULE ON HIGH STRENGTH CLG. PER NAILING SCHEDULE ON 2x4 51,15-5AND STRENGTH CLG. BOARD SHEET D5 BOARD SHEET D5 2x4 a 24" O.C. os INTERIOR VENTED ALUM. SOFFIT CONC. FILLED LINTEL BLK 1/5" THICK, 3 COAT CONC. FILLED LINTEL BLK -1/0" THICK, 3 COAT KNEE WALL W/ (1) 05 REBAR CONTINUOUS PORTLAND CEMENT PLASTER W/ (1) #5 REBAR CONTINUOUS PORTLAND CEMENT PLASTERS Y CONC. FILLED LINTEL BLG PRECAST LINTEL OVER EXPANDED GALV'r.) OVER EXPANDED GALV'D W/ (1) S REBAR CONTINUOUS EMBED, STRAP VERIFY W/ METAL LATH ON FORTIFIBER R�-4.2 BATT. INSUL. METAL LATH ON FORTIFIBER TRUSS PLAN R-4.2 BATT. INSUL. JUMBOTEX GRADE "D" PRECAST LINTEL UM50TEX GRADE "D" PAPER PRECAST LINTEL PAPER OVER TYVERG OVER TYVEK BUILDING WRAP WINDOW ATTACHMENT AS BUILDING WRAP (REFER To WINDOW ATTACHMENT AS WINDOW ATTACHMENT A5 /�" TI -LICK, 3 COAT PERMANUFAGTUR'ES STUCCO SPECS FORPERz MANUFACTURES (REFER TO STUCCO SPECS PER MANUFACTUR�E5 PORTLAND CEMENT 5PECIFIC4tION5 COMPLETE fNFORMAtfON) SPECIFICATIONS OR COMPLETE INFORMATION) SPECIFICATIONS PLASTER APPLIED WEEP SCREED - PRECAST SILL WEEP SCREED�- PRZECAST SILL DIRECTLY TO PRECAST SILL (SEE DETAIL 2) MASONRY (1) #5 REBARz VERTICALLY (SEE DETAIL 2) (1) 05 REBAR VERTICALLY SECURE GABLE TO 2x& P.T. (1) *5 RE5AR VERTICALLY W/ CONC. POURS CELL SECURE GABLE TO 2x& P.T. W/ GONG. POUR CELL PLATE W/ 12d's 5" O.G. MAX W/ GONG. POUR CELL 1x2 P.T. FURRING STRIPS PLATE W/ 12d's 8" O -C. MAX 1x2 P.T. FURRING STRIPS 5ECURE 2x(o PT. RELATE TO 1x2 P. FURRING STRIPS I�" O.C. 1 �, �1("O.C. I�" O.C. LRG W/ x9 ANCHOR BOLT W/ 2 SECURE 2x(o PT. PLATE TO 2" WASHER SET IN SIMPSON Jf-8 CMU l� 8 CMU 8 CMU .� HIGH STRENGTH EPDXY rt 1 �� W/ x9 ANGHO O T W/ GYP. W . 1/2 GYP, WL. BD. 13LK � R B L 1/2 GYP. WL. BD. 1/2 G P L BD WOOD RASE 2" WASHER SET IN 51MPSON WOOD BASE EMBED. MIN. os 32" OC MAX. WOOD BASE HIGH 5TRENGTH EPDXY -I" EMBED. MIN. e 32" OC MAX. 47 O. 5 "° : Nall` TH ICK 3 COAT THICK 3 COAT s a . 4 PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED PLASTER APPLIED d' • r ' DIRECTLY TO 4 8 � • . ' 4 o DIRECTLY TO 4 4 A. MASONRY MASONRY 1 -STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT CLG. BLOCK WALL LaCBLOCKE: 3/4"=1'-s?�"' g___R6CALE : 3/4" =1' _,O" � � SCALE: 2X4: ® 2X4: ® 2X4: SECURE t0 BLOCK W/ 3%6" SECURE t0 BLOCK W/ Wg.' SECURE TO BLOCK W/Y4' TAPCON6 OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SWANK 5IZE .145 (MIN. SHANK 51ZE .145 (MIN. SWANK SIZE .145 MIN. MEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4'J WITHIN 8' OF EACH END 4 WITHIN 5` OF EACH END 4 WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 15" O.C. MAX SPACING. 15" O.C. MAX SPACING. a' CMU 2xb: ® 2xb: ® 2X6: H )" DRYWALL SECURE TO BLOCK W/2-3�f6' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-3�f6` SECURE TO BLOCK W/1-1/4" NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCON5 OR DRIVE PIN TOUTSIDE 4 SECURED I"X4" OR 1"X2" P.T. NAILER THROUGH GH NON-STRUCTURAL (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK 51ZE .145 EMBEDMENT INTO BLOCK. Ix4 P.T. OR %'X4" MIN. SECURE MIN. HEAD SIZE .300 3i(6' TAPCON MIN. 1-Y4' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 ETAPCON MIN. 1 THRU FRAME 4 EXTEND I Y4' " EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4') %&' TAPCON MIN. 1-Y4' MIN. EMBEDMENT I Y4') EM -1`/1 e6" 0.5.5. OR " CDX INTO BLOCK W/ 3.f6' TAPCON5 MIN. EMBEDMENT 1 Y4 ) OR DRIVE PIN WITHIN 8" OF EACH END 4 S" CMU WITHIN 5' OF EACH END t EMBEDMENT INTO CLOCK. WITHIN 5" OF EACH ENP 4 8' CMU 18' O.C. MAX SPACING. 15" O.C. MAX SPACING. la' O.G. MAX SPACING. TYVEK BUILDING WRAP (MIN. SHANK SIZE .145 1' DRYWALL a' CMU S�" DRYWALL MIN. HEAD SIZE 300 2X,5-.® 1"X4" OR 1"X2' P.T. NAILER 2X5`CEM lex' DRYWALL 2Xa` MIN. EMBEDMENT 1-' SECURE TO BLOCK W/'2-%' SECURE TO BLOCK W/2 -3i(6' SECURE TO BLOCK W/1-1/4" FORTIFI�3ER R�LDG PAPER1'X4" OR 1"X2" P.T. NAILER Y4 WITHIN a' OF EACH END 4 la' TAPCONS OR DRIVE PIN 7(6' D.S.B. X 4" MIN. TAPCONS OR DRIVE PIN 1X4 OR 1X2 P.T. NAILER TAPCON5 OR DRIVE PIN W6' 0.5.5. X 4' MIN. O.C. MAX 5PACING (MIN. SHANK SIZE .145 DOOR CASING IM IN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING GALVD MTL. L,4THMIN. HEAD SIZE.300 - MIN. HEAD SIZE .300 MIN. HEAD °SIZE 300 DOOR CASING DOOR JAMS OR WINDOW DOOR JAMB OR WINDOW � DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) MIN. EMBEDMENT 1 Y4 J MIN. EMBEDMENT 1 Y4 ) n DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER WITHIN 5' OF EACH END 4 ATTACH TO 2X PER WITHIN 8' OF EACH ENE)4 ATTACH TO 2X PER �/S TEXTURED ATTACH TO 2X PER 18" O.C. MAX SPACING. MANUFACTURES DETAILS. l5" O.G. MAX SPACING. MANUFACTURES DETAILS. 15' O.G. MAX SPACING. MANUFACTURES DETAILS. FINISH Q WOOD MANUFACTURES DETAILS. WOOD �/a," TO Ne" MID WALL NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") 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 +3-7/15" :• A; IL WINDOW TO BLACK +3 4 OR +5 4 WINDOW TO BLOCK +1-15 16" WINDOW TO BLOCK +3" WINDOW TO BLOCK +3-7 16" SCALE: 1'=I'-0' E SCALE: I"�I'-(�' J•4 a. 2X4: ® 2X4: ® 2X4: ® 2X4: CM all CMU SECURE TO BLOCK W/ W6' SECURE TO BLOCK W/ 3i(6" SECURE TO BLOCK W/ SECURE TO BLOCK W/Y4" TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 5/5" TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 FINISH 'm MASONRI' MIN. EMBEDMENT 1 Y4') MIN. EMBEpMENT I Y4') MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT 1 Y4") WITHIN 5' OF EACH END 4 WITHIN 5' OF EACH END 4 WITHIN 5' OF EACH END 4 BE ON OUTSIDE 4 SECURED WITHIN a OF EACH END 4 15" P.C. MAX 5PACING. 18' O.C_ MAX SPACING. 15' O.G. MAX SPACING. THROUGH NON-STRUCTURAL 1a D.C. MAX SPACING. 2Xb: ® 2X6: ® 2X6: ® W6' TAPCON MIN. 1-Y4' 2X6: SECURE TO BLOCK W/2-%' SECURE TO BLOCK W/2-91%' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-3Ef6' EMBEDMENT INTO BLOCK. SECURE TO BLOCK W/1-1/4' TAPCONS OR DRIVE PIN TARCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145(MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 a" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED WE SCREED MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 5ife,' TAPCON MIN. 1Y4" MIN. HEAD SIZE 300" DRYWALL MIN. HEAD SIZE .300 THROUGH NON-STRUCTURAL MIN. EI Y4 MBEDMENT ') F1MIN. EMBEDMENT I Y4') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4') I'X4' OR I`X2' P.T. NAILER MIN. EMBEDMENT 1 Y4') 3�6' TAPCON MIN. I Y4" WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN 5' OF EACH END 4 WITHIN 5' OF EACH END 4 EMBEDMENT INTO BLOCK. ]� T Al L [�� d T 15' O.C. MAX SPACING. 15' O.C. MAX SPACING. 5" CMU 15" O.G. MAX SPACING. 2ND 2X SECURE TO 15' O.C. MAX SPACING. , a' CMU h' DRYWALL STRUCTURAL MEMBER W/(2)12ci a CMU 2X5: ® %' DRYWALL 2X8: 1"X4' OR I'X2` P.T. NAILER 2Xa: ® WITHIN 5' OF EACH END 4 !a' 2X5:® J' DRYWALL BLOCK N ET I SECURE TO BLOCK W/2-%' SECURE TO BLOCK W/2-%' SECURE TO BLOCK W/2 --NW TO S' O.C. MAX SECURE TO BLOCK W/1-1/4" 1'X4` OR 1'X2` P.T. NAILER TAPCONS OR DRIVE PIN 1X4 OR I X2 P.T. NAILER TAPCON5 OR DRIVE PIN I' P.T. X 4 MIN. TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN .GALE: 1 1/2"=V-011 (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 --DOOR CASING (MIN. SHANK SIZE ,145 I' P.T. X 4' MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 POOR J,4MB OR WINDOW `'-POOR JAMi� OR WINDOW DOOR JAM6 OR WINDOW POOR CASING MIN. EMBEDMENT I Y4') ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4') ATTACH t0 2X PER MIN. EMBEDMENT I Y4") ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4') POOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8 OF EACH END 4 MANUFACTURES DET,41L5_ WITHIN 5 OF EACH END 4 MANUFACTURES DETAILS. WITHIN 5" OF EACH END 4 ATTACH TO 2X PER IS' O.C. MAX SPACING. 15' O.C. MAX SPACING. IS" D.C. MAX SPACING. 15' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAM5 (DO NOT EXCEED Y4') NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: 5WIM 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" D WINDOW Ta BLOCK +2 1 4 F+ WINDOW TO BLOCK +3 H WINDOW TO BLOCK +3 3/4 SCALE: V- I'-0' SCALE. 1"=1'-0' SCALE: I"■ I'-0' SCALE. 1"®1'-0' A R C H I T E C T S /0 ' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w Lu Ju � 44 o q W0 z OU 1 0 Z Xw 0 p 1o�J h m -_ q m sul9nIV. & LOT: TUSCA PLACE NORTH LOT X18 PROJECT# 1665.054 ODEL: 1662" GARAGE S'WI39G: LEFT PAGE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES FARCHITECT- STATE OF FLORIDA D : 03/30/12 Sc E..1/4"=1'-0" SHEET 0 2 FIBERGLASS SHINGLES FIBERGLASS Sl-IfNC�L�S OVER #la FELT PAPER ON OVER *15 FELT PAPER ON 2x4 BLOCKING BETWEEN -f/1�" a.S.B. Sa-IED4T1-IINC OR " TRU56ES AT FIRST TWO 5,4*'r 5 0.5.8. SHEATHING OR 4'-0" O.G. (AT SHEATHING CDX PLYWOOD SECURED CDX PLYWOOD SECURED7 PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS) PRE -ENG TRUSSPRE-ENG GABLE TRUSS MTL. DRIP EDGE MTL, DRIP EDGE SEE ENERGY CODE FORMS 2x4 SUB -BAND CONT. 2x4 RAT RUN SECURED 2x4 SUES -BAND FOR INSULATION R -VALUES. ALUM. SOFFIT W/ (2)126'a a EACH TRUSS VENTED ALUM. 8" GYPSUM BOARD OR �" STIFFBACK AT ALL SOFFIT HIGH STRENGTH GLG. UPRIGHT5 OVER 4'-1011 BOARD HIGH (SEE SEALED ENG. DOUBLE TOP PLATE TWIST STRAP VERIFY W/ FOR SIZE 4 CONDITION) WINDOW HEADER SIZE TRUSS PLAN SECURE 2x4 PLATE TO SEE ENERGY CODE FORMS VARfES PER WINDOW WALL �� FOR INSULATION R -VALUES. WALL W/ � xGoTHRU-BOLTS OPENING SEE HEADER SPAN CHART FOR 32" O.C. MAX THEN GYPSUM BOARD OR �" DETAILS SECURE GABLE TO 2x4 1 WINDOW ATTACHMENT AS PLATE W/ 12c1'6 S" O.C. MAX NIGH STRENGTH CLG. �� O.S.B. SHEATHING ING OR OR BOARD CDX PLYWOOD. PER MANUFACTURES ATTACHED PER NAILING SPECIFICATIONS SECURE GABLE TO DBL DOUBLE TOS' PLATE SCHEDULE ON SHEET D5.TOP PLATE W/ SIMPSON WINDOW SILL HTC4 e 24" O.C. MAX�'/8" THICK, 3 COAT WINDOW ATTACHMENT A5 PORTLAND GEMENT 2x 5TUD5 0 I(o" O.C. MAX W/ WINDOOW HEADER SIZE PLASTER OVER R-11 BATT. IN5UL. MIN. VARIES PER WINDOW PER MANUFACTURER EXPANDED GALV'D 3„ T OPENING SEE HEADER SPAN SPECIFICATIONS METAL LATH ON C SUBFLOOR GLUED CHART FOR DETAILS WINDOW SILL FORTIFIBER JUM50TEX AND NAILED AS PER NAILING SCHEDULE �� D.S.Q. SHEATHING Off? �° 2x STUDS � 1�0" O.G. MAX W/ GRADE "D" PAPER OVER CDX PLYWOOD. TYVEK BU ILD ING WRAP ,ATTACHED PER NAILING R-11 BATT. INSUL. MIN. (REFER TO STUCCO SCHEDULE ON SHEET DS �- i" T 4 G 5U5FLOOR GLUED SPECS FOR COMPLETE -I/V THICK, 3 COAT ANp NAILED AS PER INFORMATION) PORTLAND GEMENT PLASTER NAILING SCHEDULE NOTE: SHEATHING MUST OVER EXPANDED GALV'D NOT BREAK 1'-O" MIN. PRE -ENG FLOOR TRUSS METAL LATH ON FORTIF15ER FROM 2ND FLR LINE ( INSTALL PER MFG. SPECS.) JUM50TEX GRADE "D" PAPER OVER TYVEK BUILDING WRAF' 2x4 CONT. e TOE' AND S" GYPSUM BOARD OR (REFER TO STUCCO SPECS BT. OF FLR TRU55 (TOP HIGH STRENGTH GLG. FOR COMPLETE INFORMATION) 2x4 SUPPORTS BtBOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRU55 PLATE OF 2ND FLR, BT. NOT 5REA< 1' -O" MIN. (INSTALL PER MFG. SPECS.) 2x4 15 FOR WALL CONG. FILLED LINTEL BLK W/ (1) #5 REBAR CONTINUOUS FROM 2ND FLR L INE" GYPSUM BOARD OR 2° SHEATHING NAILER)2x4 CONT. TOP AND HIGH STRENGTH GLG. R-4.2 BATT. INSUL. 50ARD WEEP SCREEDE'REGAST LINTEL BT. OF FLR TRUSS (TOP (SEE DETAIL 2A) 2x4 SUPPORTS BT LONG. FILLED LINTEL BLK EMBED. STRAP VERIFY WINDOW ATTACHMENT AS PLATE OF 2ND FLR, BT. W/ (1) #5 REBAR CONTINUOUS W/ TRU55 PLAN PER MANUFACTURES 2x4 15 FOR WALL PRECAST LINTEL SPECIFICATIONS SHEATHING NAILER) 5/5" THICK, 3 COAT PRECAST SILL _____--WINDOW ATTACHMENT AS PORTLAND CEMENT (1):"5 REBAR VERTICALLY WEEP SCREED PER MANUFACTURER PLASTER APPLIED � W/ CONC_ OUR CELL (SEE DETAIL 2A) DIRECTLY TO PSPECIPICATfoNs MASONRY --1x2 P.T. FURRING STRIPS _- -- PRECAST SILL I, 1�" O.C. EMBED. STRAP VERIFY — TO �� W/ TRUSS PLAN (1)0E5 REBAR VERTICALLY FIRST FLOOR �" cMu ._---W/ CONC. Pauli CELL I. Na" THICK 3 COAT PURRING S 1/2 GYP, WL. BD. a ` �.. 1x2 P.T. PURR G 5T I R P LO D WOOD BASE PORTLAND GEMENT Q 1&" O.G. FLOOR FRAME DIRECTLY APPLIED DIRECTLY TO ; . all CMU 1 SCALE: 3/4"-1'-0" a MASONRY I/2" GYP. WL. BD. a WOOD BASE 2—STORY GABLE FIRST FLOOR a. • o a• • d d d a BLOCK SECOND1 FLOOR, FRAME 1A SCALE: 3/4"-1'-O° A' , o a• O.S.B. SHEATHING OR CDX 2x STUDS 1(o" O.C. MAX W/ PLYWOOD. ATTACHED PER R-11 BATT. fNSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS e lb" O.C. MAX W/ 1/1(0" c).5.5. OR �" CDX D5 R-11 BATT. fNSUL. MIN. TYVEIG BUILDING WRAF " T 4 G 5U5FL00R GLUED s I/8" THICK, 3 COAT PORTLAND" T 4 G SUBFLOOR GLUED FORTIFIBER AND NAILED A5 PER CEMENT PLASTER OVER AND NAILED 45 PER BLDG PAPER NAILING SCHEDULE EXPANDED GALV'D METAL LATH NAILING SCHEDULE ON FORTIFIBER JUMBOTEXL GALV'D MTL. LATH GRADE "D" PAPER OVER TYVEK 1/0" TEXTURED BUILDING WRAP (REFER TO FIN15H s WOOD STUCCO SPECS FOR COMPLETE WOOF %a" TO Na" MID WALL INFORMATION) CONSTRUCTION WEEP 5GREED 2x4 CONT. @ TOP AND BT. OF I I FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND PRE - ENGLDOR TRUSS pRE-ENG FLOOR TRUSS FLR, BT. 2x4 15 FOR WALL a" cMu SIMPSON META -16 EMBED. SHEATHING NAILER) '' GYPSUM 80ARD OR ° STRAP 'a 32" O G. MAX VERIFY WEEP SCREED a HIGH STRENGTH GLG. _5/S" TEXTURED W/ TRU55 PLAN (SEE DETAIL 2A) BOARD i. FINISH MASONRY EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK " GYPSUM B©ARD OR 2" W/ TRUSS PLAN W/ (1) #5 REBAR CONTINUOUS HIGH STRENGTH GLG. 5OARD/8" THICK, 3 COAT PORTLAND CEMENT PLASTER A=PL IED WEEP P SCREE D DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ DETAIL @b FOOD TO PERPENDICULAR PRE— ENG FLOOR TRUSS 2 BLOCK CONNECTION SCALE: 1 1/2`=V-0" A R C H ITEC TS 4Design G ro u p► nc. 1441 N. RONALD REAGAN BLVC LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 MONO SSUBDIV. & LAT: TUSCA PLACE NORTH LOT X18 PROJECT# 1665.054 MODEL: „1662" GARAGE SWING: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA DAME: 03/30/12 S ALE: 1/4"=1'-O" S MET D 4 •C--)) 4 ;. w utu w w -J X w w d R w a or o 0 0 w o ; w p U cn tY Llq SSUBDIV. & LAT: TUSCA PLACE NORTH LOT X18 PROJECT# 1665.054 MODEL: „1662" GARAGE SWING: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA DAME: 03/30/12 S ALE: 1/4"=1'-O" S MET D 4 •C--)) 4 ;. *NOTE: NAL SHE,4THING TO ALL 2X ,45 PER EXT. 5HEATHING NAILING, Sd 4" O.C. MAX EDGE5 4 ro"-S" O.C. 1 IAA IN THE FIELD PRECAST HEADER(MIN) 2 X 4 (MIN 2 X 3)1-311b TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18" O.G. MAX. MIN 1-1/4' EMBEDMENT +- 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON - OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 2X4 SOLID BLOCKING SECURE EMBEDMENT 11/4') SECURE t0 SHEATHING W/ MIN. 2-12d PER SLK. EA. END 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 7/16" OSB SHEATHING GMU WALL ARCHWAY DETAIL 1 16" AND UNDER DBL. TOP PLATE 2X4 16' O.C. MAX. SECURE 2X4 TO WOOD W/2 -126 m 6'-8' O.C. STAGGERED SECURE 2X4 W/ 2 -No' TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD 51ZE 300 MIN. EMBEDMENT 1 Y4' W/IN 8' EA. END NOT TO EXCEED IS' O.C. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER SLK. EA. END EXTERIOR ARCHWAY SCALE: 1O xs' O.S.E5. ORX,' PLYWOOD SHEATHING �2 015 BLDG. FELT 24" WIDE 26 GA. GALVANIZED METAL FLASHING MUST ADD PIWTO, 36" WIDE AND AND MUST BE A MIN 24' WIDE METAL. �15 FIBERGLASS SHINGLES PR -FAB TRU55 1/2' CLG. BOARD 4 TEXT. SIMPSON 5P4 2X4 DBL. TOP PLATE a EVERY 1/2' DRYWALL OTHER STUD 2X4 WOOD STUDS 016' O.G., U N.D. ON TRUSS PLAN 2X4 CONT. STRESS ]r—BLOCKING MID -WALL -2X4 Pt. PLATE SIMPSON 5P4 fP 32' O.C. MAX 1/21X9' A15.32' O.G. l" EMBEDMENT °. CONC. SLAB 2 05's CONT. 1—STORY (:�INT. BEARING WALL SCALE: 1/2"-1'-0" NOTE: FOR WALLS W/NO UPLIFT DR HAS FLOOR LOAD ONLY, DO NOT fNSTALL GONNEGT01'�S. DBL. TOP PLATE 2X4 16' O.C. MAX SECURE 2X4 W/ 2-%' TAPCON5 OR DRIVE PIN (MIN. SHANK 51ZE .145 MIN. HEAD 51ZE 300 MIN, EMBEDMENT 1 V W/IN 8' EA. END NOT TO EXCEED 16' O.C. MAX 2X4 SOLA~ BLOCKING SECURE TO SHEATHING WIT1 MIN. 2-12d PER SLK. EA. ENP EXTERIOR ARCHWAY 2 WITH WINDOW SCALE: 1/2°=1'-0" CLOSED VALLEY FLASHING DETAIL N.T.5. PRE -ENG TRU55 PRECAST HEADER(M IN) 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON-^�� DOUBLE TOP PLATE OR DRIVE PIN (MIN SHANK SIZE.145 2x CONTINOUS STRESS MIN HEAD SIZE 300 MID WALL MIN EMBEDMENT 1 1/4') 2x 5TUD5 1+ 16" O.C. MAX 8' FROM EACH END AND 18' T 4 G 5UBFLOOR GLUED O.C. MAX. MIN 1-1/4' EMBEDMENT NAILED AS PER 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON NAILING SCHEDULE OR DRIVE PIN (MIN SHANK SIZE.145 IST FLOOR STUDS TO MIN HEAD 51ZE 300 2ND FLOOR STUDS MIN EMBEDMENT 1 1/4") M5TA-36 w 32" V FROM EACH END AND 18' O.G. MAX O.C. MAX. MIN 1-1/4' EMBEDMENT W 0 yj 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD 51ZE .300 1/16' OSB SHEATHING MIN EMBEDMENT 1 1/4') 2X4 16" O.C. MAX. 8' FROM EACH END AND 18" (WHEN OVER 1(p' IN HEIGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT 2X4 °uOLID BLOCKING A SECURE TO SHEATHING W/ MIN. 2-12d PER SLK. EA. END ARCE,�WAY DETAIL (D___lL6 AND UP SCALE: CLOSED VALLEY FLASHING DETAIL N.T.5. PRE -ENG TRU55 DOUBLE TOP PLATE 81MPSON SIMBLOCKING 2x CONTINOUS STRESS SP4 ow MID WALL EVERY 2x 5TUD5 1+ 16" O.C. MAX OTHER STUD17/-JlAND T 4 G 5UBFLOOR GLUED NAILED AS PER NAILING SCHEDULE W IST FLOOR STUDS TO 2ND FLOOR STUDS M5TA-36 w 32" q O.G. MAX V\\_4�-_PRE-ENG FLOOR TRU55 DOUBLE TOP PLATE 2x CONTINOU5 5TRE56 BLOCKING MID WALL 2x STUDS a 16" O.C. MAX 1/2' GYP. WL. BD, SECURE BT. PLATE TO SLAB W/ �'x9" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY -i' EMBED. MIN. °:• ..: • : A' •.. 5IMPSON 8P4 a 32' O.G. MAX ►7 INT. 2—STORY L.B.W. SCALE: 1/2"=1'-0' PRE -ENG TRUSSES OR CONY. FRAMED RAFTERS J' 0.5.8. SHEATHING OR - CDX PLYWOOD SECURED PER NAILING SCHEDULE 2x4 BLOCKING UNDER - WALL STUDS 5CURE BETWEEN TRU55 BAY'S W/ (3) 12d's EACH END 2x DOUBLE TOP PLATE - ru-TUDS a 16' O.C. - MTS -12 a EVER STUD - 2X4 BT. PLATE - DORMER 08 ATTACHMENT SCALE: 1/2"=1'-0' PBL. TOP PLATE SECURE 2 X RIP TO FIT W/2 -12d5 6"-8' O.C. MAX. 1/8' TEXTURED FINISH 7/16" 0613 SHEATHING 2 X 4 16' O.C. MAX. (WHEN OVER I( IN HIEGHtJ 2 X 4 (WHEN OVER 16' IN HIEGHT.) 1/4' TEMPERED MASONITE GLUE 4 NAIL W/Sd'S 8"-12' O.C. IF NEEDED. 2 X 50LID BLK'G �m ARCH SECURE W/2-126 EACH END ATTACHMENT PER MANUFACTURER'S SPEC'3. MTL WDW FRAME -,NOTE: NO GAP 'a WDW FRAME TO EXCEED 1/4' ARCHWAY DETAIL A CUTAWAY SCALE: 1/2'=V-0" 2 X 4 (MIN 2 X 3)1-3/lb TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18- EXISTING BLK AI5V. O.C. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/8' TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 "t/16' OSB SHEATHING MIN EMBEDMENT 1 1/4') 2 X 4 16' O.G. MAX. 8' FROM EACH END AND 18' (WHEN OVER 16" IN HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' 2 X 8 (MIN 2 X 3) 2-3/1(9 TAPCON 16" IN HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.145 2 X SOLID BLK'G 6 ARCH MIN HEAD SIZE 300 SECURE W/2 -12d EACH END MIN EMBEDMENT 1 1/41) 8' FROM EACH END AND 18" ATTACHMENT PER O.C. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPECS. MTL WDW FRAME 1/4' TEMPERED MA50NITE *NOTE.- NO GAP m WDW FRAME GLUE 4 NAIL W/6d'S 5'-12'0-C- TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL CUTAWAY SCALE: I/2' =1' - 0° ASPHALT SHINGLES OVER 0 15 FELT ON l/Ib' 0.5.8. PRE -ENG GABLE TRUSS SPF 5TIFF5ACK (SEE 5EALD ENG. PACK FOR SIZE 4 CONNECTION) 2x4 5PF BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.G. (AT SHEATHING SEAMS) 1 CONT. 2x4 SPF RAT RUN ' SECURED W1 (2) 12d's m EACH El iEll TRUSS (2) 2x4 112 S.Y.P. DIAGONAL BRACE W/ (3) 12d's 0 EACH TRUSS (DIAGONAL X -BRACING: t0 COVER 5-TRU55ES 1' GYPSUM BOARD OR HIGH STRENGTH CLG. NOTE: BOARD DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE o ANY SPAN 15'-0" OR GRATER REFER TO TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT. 0'-0' t0 30'-0' (1) X -BRACE 30'-1' TO 60'-0' (3) X -BRACE (U X -BRACE m CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END GABLE X—BRACING SCALE: 1/2"-V-0- 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 126 NAILS OR MIN. (4) 106 GUN NAILS lx(o COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3)12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1x8 NAILER SECURE t0 TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS m EA. TRUSS RAFTER TO TRU55 MT5-12 CREATE VOID FOR STRAP PENETRATION - ROOF DECKING OVER PRE -ENG TRUSSES - PRE -ENG. TRU55- ALTERNATE CONNECTION M5TA-24 RAFTER t0 BLK'G BETWEEN TRUSSES 10 CONV. FRAMED ROOF SCALE: 1/2 l'-0' 0'-0" TO 30'-0' (I) 'X' BRACE 30'-1' t0 60'-0' (3) 'X' BRAGS (1 'X' BRACE a CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) F15ERGLA56 SHINGLES OVER J M 15 FELT ON 1/16' 0.5.15- (2) 2X4 02 8YP DIAGONAIL BRACE --� W/ 3-12d a EA TRU55 l DIAGONAIL BRACE TO COVER 5 -TRUSSES 2x4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 1001 NAILS EA END TO TRUSS SPF STIFFBACK (SEE 3EALD ENCS. PACK FOR 51ZE 4 CONNECTION) 1116" 055 SHEATHING: USE 8d NAILS AT 4" o.c. EDGE 4 6" o.c. FIELD 2X4 WI 3/8' X 5 LAG 032' O.G. MAX. OR SIMPSON M5TA-24 * 32' O.C. MAX. SHEATHING NAILING t0 BE 6'-S' P.G. IN FIELD 4' O.C.OALL EDGES W/Sd NAILS DSL 2X& Ire] SCALE: 1/2"=1'-0' FIN15N 'a LANDING 3/4" PLYWOOD FF. TRU55 24' o.c. 1/2' CLG. BOARD NAIL CONT. RAT RUN TO TRU55 W/ (2) 12d a EA. TRU55 2X4 SYP RAT ADJACENT To DIAGONAL BRAGS. P5L TOP PLATE 2X4 STUD 16" O.G. MAX. M 1115 UPLIFT SIMP50M HTSM20 W/10 10d To TRUSS AND (4) 1/4' x 2 1/4' TAPCON5 TO CONT POURED LINTEL M 1900 UPLIFT (2) SIMPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPGONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2" APART 1 TRUSS ANCHOR RETROFIT N.T.S. 12" z IK 3/4" PLYWOOD WITH LANDING DETAIL � 12-�' COMMONS NAILED T14RU 3/4 FIN151-I a LANDING PLYWOOD INTO 3/4" PLYWOOD .. , EACH ST ?INC ER/, 3-2x12 5YP STRINGER ' D5L 2X12 REINFORCED W/2X4 5'FOLPOOR JOIST W/CONT. 5EAD OF 5U5 -FLOOR ADI�ESIVE PL -400 OR SIMILAR EA 1-401 17ONTAL RUN SECURE TREADS TO STRINGER W/(3)05 3" SCREWS Q EA STRINGED:, UNT1 41READED 544NK TO EXTEND BEYOND THICKNESS OF 5U5 -FLOOR 5HEATHING NOTE : STAIRS RISERS TO CONFORM TO FSG 200-1 2R+IT=24"-25" 3/1(0" MAX. VARIATION IN RI5ER5/TREAD6 ADJACENT TO EACH OT14ER 3/S" MAX. VARIATION IN ANY RI5ER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO 5E 13/4" +-1/4" OR PROVIDE EQUIVALENT GRASP,45ILITY WINDERS- MIN. 6" WIDE -s NARROW END MIN, 11" WIDTH a 12" FROM NARROUJ END 34" MIN. HANDRAIL HGT. 36" MIN. FIN 151--1 WINDER DETAIL 2X2 TREAD CUT TO FIT ...1X8 RISER 10' LE55 THAN 4" TYF'', 5ETWEEN SWINDLES (3) 1001 CUT NAILS -5 2 X 4 P.T. SLEEPER INTO 5L,45 �NANC 1/2" DRYW, 1X10 I I" NOSING' m < r, STAIR SECTION DETAILS SCALE: A R C H! T E C T3 Design Group inc. 1441 N. RUNALU KtAGiAN tiLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 44d W �[ W -I q O 0 C� N W 0 yj A ti cv m sv3EDiv L.OT: TUSCA PLACE NORTH LOT X18 PR©A'ECT# 1665.054 MCS DEL.: "1662„ GARAGE SWING** LEFT PAGE: misc. DETAILS ARCHITECT= STATE OF FLORIDA CANTWELL NO 12079 n -Et 03/30/12 SCALE: 1/4 " =1' — 0" SHEET D5 2 4'x4' SELF -ADHERING MEMBRANE 6. NOTE FLASHING (COM'PATIBLE W/ HOUSE APPROVED BUILDING WRAP WRAP MATERIAL) OVER SHALL BE LAPPED A MINIMUM OF APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 6" 0 VERTICAL LAPS (ROLL ENDS) d 6' a HORIZONTAL LAPS. 1" OR LESS PIPE 6'x6' SELF -ADHERING MEMBRANE MSN t0 TAPEBACKING SHALL BE LAPPED NOT ALL SEAMS NEED BEP PENETRATION FLASHING (COMPATIBLE W/ HOUSE LESS THAN 2 ON WALLS, THE ONE-PIECE VERTICAL "M" WITH FORTIBER SHEATHING TAPE WRAP MATERIAL) OVER 4'x4" TYPE CONTROL JOINT BACKING SHALL BE LAPPED SO I ATH --- -- % WATER WILL FLOW TO THE SELF-ADS-IERINC� MEMBRANE ATTACHED TO WIRE L ' ` ' FLASHING OVER APPROVED W/WIRE TIE. WIRE TIE LATH ` / \ EXTERIOR. BACKING SHALL NOT / BE PLACED BETWEEN PLASTER HOUSE WRAP. : FLASHING TO EXTEND ONTO PIPE TO OUTSIDE OF � THICK, 3 COAT CEMENT BASE (LATH) AND FLANGES OF •.'�'��``��`•:�'.�:'.'.�":�:: APPLIANCE FLANGE W/18 PLASTER / GAUGE- WIRE rt" O.C. AGGESSORIE5. METAL LATH t0 *��:'. : WRB LATER *2, FORTIF15ER METAL FLANGE CONTACT SHALL BUILDING PAPER ' I" MIN. LAP w METAL LATH , BE REQUIRED TO ENSURE THAT LATH SHALL NOT BI= METAL LATH FLANGES ARE MECHANICALLY CUT AND OVERLAP ONE SIDE OF CONTINUOUS THROUGH LOCKED TOGETHER. PER A5TM aELi=-ADHERING MEMBRANE CONTROL JOINTS BUT WRB LAYI=R "I, f X )( i� X GIrDa3 '183.1 CUT AND OVERLAP ONE SIDE OF "SHALL BE STOPPED STUCCO WRAP X X X FLASHING AND TIED AT EACH FLASHING SELF -ADHERING MEMBRANE SIDE. PER ASTM C1rD63 WOOD SHEATHING METAL LATH STEP '01 ST 02 1.10.1.4 WRB LAYER 01, WRB LAYER *1," THICK, 3 COAT CEMENT STUCCO WRAP X�—X X e o a x' I PLASTER WRB LA'T'ER 02, FORTIFIBER STUCCO WRAP METAL LATH gufLplNG APER — — — b' MIN PAPER LAP 5ELOW ONLY / WRB LAYER 02, FORTIFIBER h1EfiAL LATH wRB LAYER "2, FORTIFI ER BUILDING PAPER 6'xb' SELF -ADHERING MEMBRANE 1 BUILDING PAPER /� LAYER N I FLASHING OVER 4'x4' k TO " �` 4 STU CO WRAP SELF -ADHERING MEMBRANE GAP MIN FLASHING OVER APPROVED 3' MIK3' MIN. I INSTALL FASTENERS (CLIPS, ..' STRAPS, STAPLES) AS HOUSE WRAP. \ WHERE METAL PLASTER BASE WOOD SHEATHING REQUIRED TO SECURE I FLASHING TO EXTEND ONTO PIPE / WITH BACKING IS USED, THE PIPE/ WIRE TO FRAMING VERTICAL AND HORIZONTAL LAP 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED JOINTS SHALL BE BACKING ON HOUSE WRAP. BACKING AND METAL ON METAL.: •,.:, "' ' FLASHING TO EXTEND ONTO PIPE PER ASTM 01063 1.53 I' MIN LATH z ALLLAP4' LOVER I %' CONT. BEAD OF SEALANT 1—�APER LAP INSTALL APPROVED HOUSEWRAP AIR r INFILTRATION BARRIER OVER SCALE: 11/2' ■ 1'-0" r SHEATHING ELASTOMERIC COATING OVER STUCCO/ I C.V. FINISH (SEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL SECTION WOOD STUDS PER FBC Bcteriar lathing and plastering Exterior use of portland cement plaster shall ONE VERTICAL—PIECE requirements comply nts of ASTM the plication 1 "M" TYPE CONTROL JOINTvHEATHING requirements of ASTM C 926-11A. Installation of exterior lathing and framing t + shall comply with ASTM C 1063-11A. BUILDING PAPER �' MIN LAP STUCCO TH g LALAP o PAPER �i e I. FOLD INWARD A PT. A I. FOLD INWARD PT. A F I FE TAT f T A f L_ 2. C ,�,� � �. � HCSRIZONTAL LATH I RE �IIr�� IIr�� rlrr ® FOLD JL 1 I C JL 1 U 1 Q 8c PAPER DETAIL N.T -5, DETAIL D WOOD 5HEATHINCA WR5 LA)ER "I, STUCCO WRAF ( ) 1. FOLD INWARD I. FOLD INWARD a Pt. A PT. �--J Aa.cREA$E4vPT.5 I�.�•;: THICK,THICK, 3 COAT GEMENT 2. CREASE o PT. 15 FL,4STER 3. CREASE ® PT. C I 3. CREASE o PT. G d. FOLD PT. G OVER PT - METAL L,4TH 13 TILL PT, C TOUCHES FF 50TTOM FLANGE V LAP WRIB 4 TAPE OVER LEGEND ROOF/WALL 5CREED in 11e% a a z11x11 11-11 T" j='E CONTINUOUS LA1 130TTDM ,1 G,4LV. METAL FLASHING FLANGE WATER TIGHT Z (NAIL T O WOOF DECK, NOT /�/ j/ (/�'hJ SEAL. FOLD, 12-2 U�n CUT. CAP &HINGLE - DO NOT N,4I INSTALL WITH ROOF CEMENT I" THICK, 3 COAT CEMENTI I 4 PLA5TER METAL LATiX X X X WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 111, STUCCO WRAP ROOF CEMENT ' LAP LAYERS DF AWRAF S} -UNC LE ROOFING OVER NAILING FLANGE,NGE, STOP I &. WRI3 APPROX. I )j' ABOVE I �7jly SHINGLES WOOD 5�4EAT4NG IJ" F CASING SERI: Z Y 5x5 WALL FLASHING ;n i 4 J KICK -OUT FLASHING (SEE—— i DETAIL) FELT UNDERLAYMENT +— WATER TIGHT SEAL (5END OR SOLDER, DO NOT CUT) voP NOTE, INSTALL KIGKOI.It SHINGLE ROOFING 1pi��o FLASHING At L aTTOM OF ROOF a 9 9 L" 9 � FLASTI\G DRIP EDGE: OVERAP 2', WALL INTERSECTIONS SCALE . 1/2`=1'-0 u EXTEND Y4" 5ELOW SHEATHING, MECHANICALLY FASCIA WRAP FASTEN 12' Off. MAX. A R C H I T E C T S Design Group,ncc. 1 N. RONALU RtA('AN "LVL). LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd es i gn gro u p. co m AA #: 0003325 W W � W Z _ �C Z .4 h lU Q © M fy- X lU d Q cv c•{1 SUBDIV. LOT: TUSCA PLACE NORTH LOT #18 PROJECT# 1005.054 a111[OIDBL: "1662" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA ME OATz: 03/30/12 SCALE: 1/4)0=11-01P SI IMET WA ©F� 2 STUCCO INSTALL 6" SELF -ADHERING FINISH MEMBRANE FLASHING OVER (0" SELF ADi-IEr,.a' IVE I TOP, SIDES) AND BOTTOM OVER TOP 4 SIDES :i GABLE -END TRUSS I: FLANGES OF NON-MOVABLE I`; }}'' WOOD SWEATNING FRAME OF THE EXHAUST. I,k: WRB LAYER o1, SEQUENCE OF FLASI-LING TO BE: SELF UJOOD 5HEATHING STUCCO WRAP 1. BOTTOM, 2. SIDES, 3. TOP FLASHING UJRB LAYER 11, WRk3 LAYER *2, FORTIFIBER X: VENC CA15 To BE SEt IN BED UNIT ly STUCCO UJRAP WOOD BUILDING PAPER ..::.�.:. OF SEALANT AT TOP AND GONSTRUGtl4N I METAL LATH 51DE5 ONLY. SEALANT 15 TO BE PREMANUR DRYER TOOLED SO AS TO DEFLECT v8" TEXTURED �I VENT C,4P (SET IN k FINISH 6 WOOD WATER AWAY FROM Jo1NTS. CONT. SEALANT) WRB LAYER *2, FORTIF15ER (i _.4X..: E -Z BEAD ALL AROUND I'.�. 8" CMU BUILDING PAPE' I Ya' TO V MID -WALL VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS" WEEP SCREED SEALANT I •p 4,: APPLY SEALANT AT PERIMETER OF - �' BACKER ROD I NON-MOVABLE FRAME AND STUCCO TOP 4 SIDES I: --" 'I THICK, 3 COAT CEI•"�IENT ON ALL SIDES, Y� CAULk1NG )DINT PLASTER ALL AROUND t rv' WIDE SCRIP SELF ADHESIVE FLASHING, DRYER VENT (BLOCK)..� " � " MASONRY BEFOREAN APPl�YNCxPER FBC Exterior lathing and plastering �a TO �S 1"'I Exterior use of partland cement plaster I ` WEEP SCREED T I E BACKER RODI. � TO METAL LATH W118 TEXTURED shall comply with the application FIN15H 6 MASONRY I requirements of ASTM C 926-11 A. I G A. UJ I RE 6 1 " O.G. I �Installation of exterior lathing and framing (0" SELF-AD�4ESIVE HORIZONTAL WEEP SCREED shall comply with ASTM C 1063-11 A. BUILDING i -APER I FL,45HING FRAME TO BLOCK OVER 'IQUICK WOOD FRAIED WRB LAYER 01, Ii ,::+,: FLASH" I� UJ,4LL STUCCO WRAP .. ; �..: HOODED VENC C'END THICK, GOAT CEMENT HORIZONTAL WEEP SCREED LECT PLASTER PIPE T{-IROUC1-I / �(,FRAME TO FRAM METAL LATH WALL DRAINAGE PLANE CUJRB WRB LATER *2, FORTIFIBER BUILDING PAPER �\ L<A�ER *']/ STUCCO UURAP) WOOD SHEATHING UJR5 LA"T"ER 1'2 CFORTIFI5R - - - DRYER VENT (FRAME) "QUICK FLASH" UILDING PAPER) G,45KET ( INSTALL PER X X X X MANUR SPECS.) all00, METAL LATH BUILDING PAPER:A e . UNDER; `QUICK FLASH4" WR5 LAYER '"I, �- CUT OPENING IN STUCCO WRAP 1�J00D SHEATHING; APPROVED HOUSEWRAP A: FOR BOX INSTALLATION ENT PENETRATION ��=ADS �►�� L,��IING CUT II X INTO 5C,4LE: N.T.S. UJRB LAYER 01, M SELF -ADHERING STUCCO WRAP MEMBRANE FLASHINCx APPLY SELF -ADHERING WOOD al-IE,4TH INCx MEMBRANE FLASH ING 1 OVER BOX AND OVER APPROVED UJRB LAYER �I TEF #1 STEP #2- APPROVED HOUSEWRAP' AY #I UJR� L E R 5ELOW STUCCO WRAP 1 ELEC. METER FIELD VERIFY LOC,4TION CUT BUCH THAT APPLY roO MIN 5ELF-,4DHERINC-x ELEC. 1'1ETER FIELD NO MEMS 'ANE GRADE "P11 FELT MEMBR,4NE FLASHING VERIFY LOCATION ENTERS BOX, OVER ,4PPL T' STUCCO SCR,4TC1-I COAT APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER AND ONE ( 1) LAYER OF PAINT APROVED PRIOR TO IN5T,4LL ING ELEC. HOUSEWRAP je I METER WR13 LAYER 012, FORTIF15ER CAVITY TO BE FILLEDSTEF BUILDING PAPER 3 UJITN RIGID POLYMERIC STEF #4- 1&OC.Y,4NOTE-f='OLY5LEND FCO,4M ("GREAT STUFF" OR SIMIL,4R) APPL~r A SILICON � ELASTOMERIc ARE,4 TO RECEIVE ; . COATING OVER STUCCO SC1<',4TCN GO,4T 5,45E 5EAL.,4NT AT POINT ( TH,4T ELEC. WIRE PENETR,4TES SEE TYPICAL WALL 4 1 C0,4T OF P,4INT UJ/5,4C<-APPLY E -z DEAD • o . o . o . ROLL PRIOR TO OVER &O MIN SECTION) n n 6 0 O Q ELEC. METER IN5TALL,4TION GRADED .O O. METAL LATH FELT -PROVIDE SEALANT AT ALL . o JOINTS AND • O 0 0 INTERSECTIONS O • ° ° O O. O O • O • O • O • O FfROVIDE STUCCO SCR,4TGH G0,4T L,4RGER THI,4N THE ELEC. METER C,4N OR METER C,4N COM50 OR METER C,4N 4ND TDISCONNECT T P E F ELECTRICAL CONDUIT PENETRATION ELEC'T'RICAL RECEPTACLE A R C H IT E C TS 4G DesignGrou p Inc. 1441 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774^6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 W wo W Q � O z0 W W W z Z W 0 0 h N m N SvBDIV. & LAT: TUSCA PLACE NORTH LOT #18 PROJECT# 166 5.054 MODEL - a, 166]" GARAGE ;SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT- NATE OF FLORIDA APP 2®12 J E CANTWELL AR NO 12079 DATE: 03/30/12 SCALE: 1/4"=1j-0$) SHEET VA2 age2 REMOVE WOOD SHEATHING NEEDEDTO LEGENID- ACCOMMODATE WRB LAYER *1, STUCCO WRAP NEW DRIP METAL WOOD I WRB LAYER 2, FORTf1=fBER --------------- BUILDING FDI I ?4 L yI N ( UJ CONSTRUCTION ' BUILDING PAPER 1ExISTING �--- LATER 01, STUCCO WRAf=) MEM�3RANE CUT EXI3TINCa 5/�4" WOOD/ TREX \\\ DRIP DGE SLEEPERS UJR LAs -ER '*2 (FORT IFR I E -° 18" THICK, 3 COAT CEMENT AT GREASE SLEy I`< PLASTER EXISTING DRIP MEMBRANE UILIN 1�'fi j f WOOD SHEATHING—�- j DRIP MOLD W/ WEEP HOLES EDGE fL< I I I X X X X • ;:-„ 5/S" SUB FLOOR 1I E T A L. A I -I- �4 /S" TEXTURED FINISH A. WEEP HOLES DRYWALL \ �° THICK, 3 COAT CEMENT TREX/¢PLANKING E PLASTER NEW DRIP EDGE 3/5 RIBBED LATH OVER WOOD SHEATHING REMOVE AND REPLACE APPROVED BUILDING WRAP STUCCO DRIP SCREED W/CONTROL JOINT` THICK, 3 COAT CEMENT -- PLASTER WOOD SHEATHING WOO[:) 5HEATH IN OLD D TL. CANT. ISR IP SCREED W/CONTROL JOINT ,i ., :j ,.�:.L. :.. DRIP M. II I®A NEW CASING BEAD SEL=1�=D1"IESIEL,4�IIN SCALE: 1 I/2"=1' -m" i "'— NEW / BALCONY DRIP (,,. STUCCO EDGE REMOVAL SUB FLOOR WOOD SHEATHING WR3 LAYER #1, LD NGEPAPER RTIFIBER DECK MEMBRANE, EXTEND OVER DRIP a SUB FLOOR SGALE: NTS BUIIL STUCCO WRAP WR3 LAYER *I, EDGE STUCCO WRAP / 3' X 3" tib GA. GALV. WOOD I f WRB LAYER *2, FORTIF15ER METAL DRIP EDGE CONSTRUCTION BUILDING PAPER SET IN FULL BED OF j 2x P.T. OR SIMULATED = j - BALCONY DRIP WOOD ITREX)FILLER, SEALANT,, MIN. 'THICK 3 COAT CEMENT EDGE REPLACEMENT CONTINUOUS -''y SPACE FROM T�RIP I Y¢" GAP FOR PLASTER SCALE: NTS BACKE j :.: NOTE: SSEALANR RDD FLASHINGWRAPPED WOOD SHEATHING EXISTING ORIF EDGE WILL 5E FOLDED UP 5/g" AROUND "/a" 4^: .....•. •4 TO ALLOW THE INSTALLATION OF STUCCO DRYWALLPLYWOOD FILLER THICK, 3 COAT CEMENT AND C,451NCs. FOLLOWING P,4INTING, THE a S GOAT CEMENT THICK, "F PLASTER •. { PILAST R3 COAT CEMENT WRB LAYER 01, DRf' EDGE WILL 5E SENT E,4CK TO ITS PLASTERMETAL LATH STUCCO WRAP ORIGINAL LOCATION AND 6E,4LED TO T14ESI DRIP SCREED W/CONTROL JOINT STUCCO WOOD SHEATHING CASING BEADCASING BEAD BALCONY DRIP 10B SCALE. 11/2"=I'-�" DTL. 9 CANT. BALCONY 11 C EDGE E: INSTALLATION N IIA DRIP EDGE REPAIR SCALE: NTS WOOD SHEATHING 2x FRAMING MEM15ER CMU WRB LAYER? 01, " THICK, 3 COAT CEMENTSTUCCO WRAF PL,45TER t UJOOD 5HE,4T�-IING WRB LAYER 02, FORTIF15ER BU ILD ING PAPER 4 I I WR5 LAYER #1, CORNER BE,4D CORNER E3E�4D <F,4STENER 5P,4CIN �" O_C.� METAL LATH I I STUCCO WRAP Ilk FASTENED TO 5HE,4TH INCA : �...,:..::.. ,:...:...:::... 7 O.C. MAX. �" THICK, 3 COAT CEMENT I IUR�a LAYER02, �O�'TfI=1�E� PL,45tER I I 5U ILD INC; PAPER (0"SELF-ADHERING METAL L,4TH FL,45H ING _J 1" THIC,<, 3 COAT CEMENT WR5 LAYER #1 " I (EXPLODED $ VIEW FOR E'L,45TER STUCCO WRAP CLARITY) DRIP CAP — + UJOOD 5�4E,4T4NG y' S/8" THICK, 3 GOAT GEMENT PL45TER AFFILIED METAL LATH DIRECTLY TO h A&ONRY . WINDOW FLANGE WR5 LAYER 112, FORTIF15ER 5UILDINC; PAPER CORNER BEAD @b BLOC CORNER BEAD 0) FRAME 14B CASING BEAT) Cab WINDOW 151B (FRAME, NO BAND) A R C H I T E C T S Design G ro u p i ne. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W uu p W3 w o La a � � X'1' J-1.1 a o o } � m SUDDIV. & LAT: TUSCA PLACE NORTH LOT X16 PRDJECT /\ 1665.054 MODEL: 1662 GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA JAMES DATE: 03/30/12 SCALE: 1/4„ _ 1, _ 0„ SHEET WA3 oi 2 WOOp SHEATHINC-4 LEGEND UJRE� LAYER 01, STUCCO UJRAP DR,4fN,4CE PL,4NE (UJ3THICK " WOODSHEATHING � fi�L45TEfiz3 COAT CEMENT LAYER 1, STUCCO WR,4f} = UJR5 LAYER 2, FORTIFIBER _' METAL LATH CUILpfNC PAPER URB LAYER 2=OR3R ...... ...... WRB LAYER 01, 5U ILP INC- f=APER) STUCCO WRAFMETAL X X xH METAL LAT - a,. UJRB LATER #2 FOIRTIF15ER: STUCCO A. A THICK, 3 COAT GEMENT I d.. PL45TER ~' I WOOD SHEATHING WINDOW FR14ME 6"SELF-ADHERING _ I METAL L,4TN WRB LAYER 02, FORTIFISER FLA6HINCA SUILDINCA FAf=ER S" T1�IC1K, 3 COAT CEMENT vINYAL ANGLED (EXPLODED SELF-,4D1-�ESfYE FLASHING — — — — — C,451NC3E,4p VIEW FOR PL,4STER E-BE,4DVINYL. C,48INC CLARITY) (W//a FLEXIBLE PVC,5ACKER ROD) x Y4' CrtAP TYP E THIGIG, 3 COAT GEMENT pRIP CAPCASING BE�4p PLASTER (11 TO TRIM METAL LATH WRS LAYER "1 WINDOW FLANGE STUCCO WRAP 1X TRIM MEMSEfi� WRQ LAYER ��, STUCCO WRAP (,° SELF ADHESIvE FL,45HING e 5T UCCO TO S I D I NCS TRANSITION WOOD SHEATHING WOOD SHEATHING 2X FRAMING MEM5ER WR5 LATER 02, FORTIF15ER BUILDING PAPER CASING BEAD Ca-)WINDCJ C�SINC� BE�41a (FRAME, W/HAND) 15C SIDING TO STUCCO CASING B ]� AD WOOD SHEATHING (VERTICAL) J/4" Cz,4P TYP THICK, 3 COAT CEMENT CASING 5EAD PLASTER t-lET,4L LATH SEALANT TO WINDOW METAL LATH *1, # R: UJR� L�4`�`�R , WRB LAYER STUCCO WR,4P STUCCO WRAP WINDOW FRAME UWR5 LAYER #2, FORTIF-15ER — WOOD 5HE,4THINC� U f INC: 1,41='E R � LD .. �THICK, 3 COAT CEMENT PL,45TER >I I a C,45ING BEAD - I OVER PEEL 4 WRS LAYER #2, FORTIF15ER UjfR5 LAY2, f=0fRTlFlE3EfR STICK 4 FORTIFY }BUILDING PAPER I VINYL ANC -BLED _ I - CASING 5EAD ..at.'. I T,4L- LATH E- 3 5EAD VINYL CASING YIN`'r'L CASING 5E,41:):` � � _J (W//S FLEXIBLE PvC. 5,4CKER ROIL) WINDOW FLANGE 8" T �4 1 CK, 3 COAT CEMENT (EXPLODED vIEUJ FOR FLA&TE WIDE PEEL STICK CLARITY) 2X FRAMING OvER FLANGE MEMBER *Afi'PL'r' FULL SED OF SEALANT BETWEEN FLANGE 4 BU ILD INCts WRAP BUILDING CASING HEAD RAISED RAND (FRAME)HEAD CASlN(l----Tl 1 1/2"=l'-011 � A R C H ITEC Ts Design Group,nc. 1441 N. RONALD HLAGAN [BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w a w � Q � a w p O N tu ,W X W IL 0 } h L <h <1 SVHDIV. Be LAT: TUSCA PLACE NORTH LOT X18 PROJECT# 1665.054 MODEL - "1662" GARAGE SWING: LEFT PACE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA ZES E&TE• 03/30/12 SCALE: 1/40$-=11-0)p SHEET CUT HOU5EWRAP AT 45° ANGLE MODIFIED "I” CUl IN NOUSEWRAP LINE OF WINDOW OPENING APPROVED HOL OVER SHEATHINJ WD STUD WALL INSTALL (o" SELF-ADHE FLASHING C NAILING FL, JAMBS EXTEND FL I" BELOW 5 FLEXIBLE I DO NOT 5E FIN MPORARILY QLD -UP d SEC OU5EWRAP l0' SCK FLAP UND t HEAD FOLD HOUSEW IN AT JAMBS 4 SLOPE SILL K �ISTALL &" SELF -ADHD 'LASHING ( :GATED Al 4EAD FLAG WITH END 1 MAILING FLS EXTEND SELF-ADHE =LASHING I 3EYOND J, =LASHING NSTALL ME SAP I V H 11 n —JL— f -1w 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 DIAGC ACRO; WINDO ,PPLY %" NOM. :ONTINUOUS BEAD )F SEALANT AT A1" IBS AND HEAD or 4PPLY TO BACK OF JINDOW NAILING LANGE IN LINE W/ 'RE - PUNCH(=D IOLES OR SLOTS, IDE ADHESIVE - iXIBLE FLASHING ,SER DRIP CAP ECTO-WRAP EQU IV) WINDOW FLASHING-x INSTALLATION DETAILS FULL W-"'--)APi[ SCALE: NT5 S'E'E11D- STE-IIEE- I INSTALL WINDOW PLUMB, LEVEL AND S=ARE PE MANUFACTURER"' WRITTEN INSTRUCTIONS —APPLY MEMBRANE FLASHING OVER JOINT NOTE= 1. IT 15 THE CONTACTORS RESPONSIBILTY 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 II COMPATIBLE. NOTE: GLEAN AND SEAL JAMS TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN 6�-IALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE 5EAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H IT E C T S Design Group,„cc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w � UJ n 0 w O N o � X � IL 0 h (P � 0 0 cv ctl SUDDIV. & r.AT. TUSCA PLACE NORTH LOT X18 PROJECT# 1665.054 MODEL: "1662, GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING ARCHITECT= STATE QF FL4RIC>A bATE: 03Z30/12. SCALE: 1/4p'=11 -0$p :SHEET WA5age 2 1