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2113 Lili Petal Ct 12-1547 (a)�9 5 � 99 ,A'tk.- 7 FOR: 's "w"w�wo (11"tbul-bulbo C Ullb CBC1252212 5850 T. Q. LEE BLVD. SUITE 600 ORLANDO, FI 32822 Tek (407) 850-5200 Fax: (407) 850-5300 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON H (� E�� 5850 T. G. LEE BLVD. SUITE 600 I 8 � �.r ORLANDO 1' L 3 2 n ry 850-5200 TEL: (4 0 f)CPT. FAX: (407) 850-5300 DESIGN CRITERIA: ABBREVIATIONS ]]ATE: 04/27/12 REVISIONS *FLORIDA BUILDING CODE FBC 2010 RESIDENTIAL • 2010 FLORIDA FIRE PREVENTION CODE *NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION • ALL LOCAL AND STATE CODES .00CUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS B • BASIC WIND SPEED — 140 MPH (M/S) •1 -STORY RESIDENCE - •2 -STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADI. ADIUSTABLE M.C' IVIEDICRSMCABINET ALT ALTERNATE MFR. MANUFACTURER . MINIMUM T. ETALTHRESHOLD BAD . BOARD RAGE �M�M CL CER LINE MTD. MOUNTED CAB. CABINET MIL. METAL CLO.4. CEILINGCEILINGN.T.S.. NOT TO SCALE CER. CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CARPET P.B. PUSH BUTTON C.T. CERAMIC TILE PH, PHONE D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD D. G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP R.A.G. RETURN AIR GRILL DR. DOOR REF. RRIgUGHRATOR D.S. DOWNSPOUT RM, ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXT DR EA. EACH S.D. SMOKE ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR, SHOWERJE03/15/12 F.G./FX . FIXED GLASS SIM. SIlvHLAR F.O. FUEL GAS SL. SLIDING SL.. SLIDING GLASS FIN. FINISH FLOOR FZOOR STD, STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR. FRENCH DOOR SECTION FTG. FOOTINGTBMP. TEMPERED GLASS GA. GAUGE THK• THICK GAR. DISP. GARBAGE DISPOSAL 70.C. TOP OF CURB G,F1 GROUND FAULT CIRCUIT TOT, TOP OF PLATE INTERRUPTER T,O.S, TOP OF SLAB GL, GLASS TYP. TYPICAL GYP, BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H'C' HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HGT.ORHT HEIGHT' w/ WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WDW, WINDOW W/H WATER HEATER W1 WROUGHT IRON REV. DATE DESCRIPTION 1 43/16/11 2411 I)15G0VER r REV1514N5 C:0MFLETED 2 44/15/11 QUALIT*r CONTROL REDLINES 3 OEVoc9/11 CONTROL DATE 05/25/11 NEW 1`� E C I-1�1N I C,4L �'L �4N o�,/®x/11 .A�1�ED �J' ©LITi-IEi�N TRUS�.�' ENS INE ER INCA o(p/)(7/11 S,4WC4RAS5 5AY ELEVATIONS n� n 4 uE n QN0/1l/II ,4DDED ,4GCU-&'AN TRUSS ENGINEERING o(o128II1 .ADDED ' CC,4 TRU&5 ENGINEERING ELEV. ,4,5 AND C Ob/28/11 � B ,4DDED 1�R0�3UILD TRUSS ENGINEERING ELEV. 1 ,4 08/06/11 ADDED f'R05UIL1:;) TRUSS ENGINEERING ELEV. `544" 1 48/I0/11 FR05UILD TRU55 ENGINEERING ELEV. "D4E° • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 GROUP A.B. DESIGN GROUP, INC. 1441 NORTH RONALD r R2 f Er 5 0 AGAN B LVD . L 0 NN G W O 0 D FLORIDA 3 Tel: (4 0 "7) 774-6078 Fax: (407) 774-4078 12/41/11 STANDARDIZED HVAC, LAYOUT 41/21/11 , ifFLIED LUALL ,455EM5Li' DETAIL TO IfLAN SPECIFIC PARAMETERS FROM FBC 2010 CH. 3 USED FOR DESIGN INCLUDE: • CONCRETE MASONRY RESIDENTIAL + CONSTRUCTION WOOD FRAME CONSTRUCTION *AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-10 4 m3/CD2/12 ADDED &TONE TO ELEV. A 4 5 FOR UJINUSONG RE12 RYAN 1" ACDONALD F5C, 2414 UFC)ATE SQ.FT. S"G.FT. CALC. S LIVING 1"103 5Q. FT. GARAGE 404 $0. FT. ENTRT' 35 50. FT. LANAI 93 5Q. FT. ✓ TOTAL 2285 50. FT. C,�PT. C�,4R�4C�� 213 5G?. 1=T. P LAN REVIEW 1 DATE CHECKED BY, 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 iC-WIND LOAD CALCULATIONS PG 2 —FLOOR PLAN PG 3C—FRONT & REAR ELEVATION "C" PG 4C—LEFT & RIGHT ELEVATION "C" PG 4C.1—WALL ASSEMBLY ELEV.A.TION "C" PG 5C—FRAMING PLAN ELEVATION "C" PG 6—ELECTRICAL PLAN PG 7—MECHANICAL PLAN PG B—CABINET LAYOUT PG D1—FOUNDATION DETAILS PG D2—MISC. DETAILS pr. NPS PG D3-1—STORY WALL SECTIONS �„D\tNG�' oto PG PG D4—MISC. DETAILS SpNo" �,�w�oc��u�n`" PKC PG D5—MISC. DETAILS�ER"� Gcn� �N'�N�� PG WA1—WALL ASSEMBLY DETAILS �r+� EK ®�o �� 5 oxg �`�� P ' ; s", eu\� D�ll PG WA2—WALL ASSEMBLY DETAILS �G �u�°�,N��o ° o,��a' c��' ,�,` p,�� PG WA3—WALL ASSEMBLY DETAILS°�;�`t-R�or`�Fos`� ;�ra PG WA5—WALL ASSEMBLY DETAILS°Ft°R ARCHITECT'S 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 W b 0) U W W J <C C” In u %Rim 00 4 �i SVE31DIV. ]LO T-. TUSCA PLACE NORTH LOT #84 1=ROJECT# 02108.004 MO DEL: "1"58" GARAC;E S WINO: LEFT PAGIM: COVER PAGE ARCHITECT., STATE OF FLORIDA imo 3 01 2i'lIr PRINT ]]ATE: 04/27/12 OFFICE:CALM. 1/4"-1,—a,a S I-IEET N 1 CL LLJ 0 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2010 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS, A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII, STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS* I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2010 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 IL 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. r_AaArF_Q ANn t.ARPnRTS 1. 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 FBG 2010 SECTION FRC R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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 �/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 3. 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, ACI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN 1/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2010, SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, AGI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 31-0".R506.2.5(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 2511 . 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/11 D. BEAMS, COLUMNS: �Q I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/2" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA- THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb =1,500 PSI Fv = 175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2010 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2010. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING, 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. i'' 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 CPUC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2010 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2010 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" 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 8302.7. A R C H I T E C T S Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD; FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ti w w q 0 � � G z � 0 m N q � m @ 6l sul3DIV. & LOT: TUSCA PLACE NORTH LCAT #34 PROJECT# 02108.004 MODEL,; "1"756" GARAGE SWING: LEFT PACE: GENERAL NOTES ARCHITECT: STATE OF FLORIDA CANTWELL NO 12079 DAlk: 04 27 12 Sci' i,E-. 1/4"=V-0 a SHEET CN ©g� V-411 24"X24"X12" CONC, PAD W/3-05 BARS E.W. ON CHAIRS Km 3" COVER 20'-0" 40'-011 G FOUNDATION PLAN *ENTRY AND LANAI SLABS TO BE POURED AT FINAL FOUR WITH DRIVEWAY I �-O 24"X24"X12" CONIC. FAD UJ/3-05 5AR6 E.W. ON CHAIRS MIN, 3" COVER ■ I� ■ EXTEND SLA5 11/2" V I \411 CONC. 24'X24"X12" CONC. I c4 _ (y PAD W/3-05 BARS w E.W. ON CHAIRS II I 3 1/2 MIN. 3" COVER N LL-01 OPT® SLIDING GLASSDOOR,. SECURE STRAP TO CONC, W/ (2)-3/1(o'I TAP -CONS CONC. SLAB A/C UNIT 5IMP50N WB ROLL STRAP OR EQUAL SECURE STRAf=' TO UNIT W/ (2) 1 X1 1/4 SHT MTL SCREWS A/C CONNECTION ITO JPAD DETAIL NOTE AIC, LINE5 F Ol l AIR HANDLER UNIT TO GONDENSOR TO 5E RAN IN ATTIC_ m rAARcxirecrs Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r/ -.*O- "7F-1 N 1 I� X Q I LAY. LAY.75 ■ D 1 - 0 Lu � - � 11 I D 1 �, 4 CONC. 61 ■ .� u_ - � SLAB.' w w 1 - _ -- 0'-0" ELEV.,� FIN. CONC. 5LAf — —O 31/2" I X 0 O \ym I - 1 I � cs 10-10' ■ or ■ ■ ■ pLr � -. 24'x24"X12" CONS. 12a ■ u BARS D 1 I CIO0 o WC` E.W. ON CHAIRS MIN. 3" COVER TUB W/— u u - ■ �1 SHOWER SLA%3 EXTEND /211 I 1 D1 1..—..} �I ■ ZVONC., I ' RE INF. W/ ro llX(oll j �, I o° 14 m 1410 WWM ON (o -MIL POLI" I D1 ETHYLENE VAPOR BARRIER ON I ■ I WELL-COMlf=ACTED CLEAN ■ FILL TERMITE TREATEMENT I I SHALL BE BORA-CARE 7I I A/C ■ I lg'-9" 14'-411 " cv� �► I � 01`'T 11.1— L D1 I OPT I � rI D I L�JL'�J '@ L — -i DW. SINK ■ QQ 1 1.1' - 411 -' ~ � -11-41t 13 1 - All I 411 c� WH. cl -5 112' 2 STEEL_ -- - -�I ■ L BOLLARD ^ u -1-31/2 V- D1-0� I �w I I I Io�l I L _J ■ I � D � I ■ ■ I 0'-0" ELEV. I . ;� o FIN. GONG. SLAB I I I I I 11 D / ■ --11/2' j +1 ■ ■ H.B. 20'-0" 40'-011 G FOUNDATION PLAN *ENTRY AND LANAI SLABS TO BE POURED AT FINAL FOUR WITH DRIVEWAY I �-O 24"X24"X12" CONIC. FAD UJ/3-05 5AR6 E.W. ON CHAIRS MIN, 3" COVER ■ I� ■ EXTEND SLA5 11/2" V I \411 CONC. 24'X24"X12" CONC. I c4 _ (y PAD W/3-05 BARS w E.W. ON CHAIRS II I 3 1/2 MIN. 3" COVER N LL-01 OPT® SLIDING GLASSDOOR,. SECURE STRAP TO CONC, W/ (2)-3/1(o'I TAP -CONS CONC. SLAB A/C UNIT 5IMP50N WB ROLL STRAP OR EQUAL SECURE STRAf=' TO UNIT W/ (2) 1 X1 1/4 SHT MTL SCREWS A/C CONNECTION ITO JPAD DETAIL NOTE AIC, LINE5 F Ol l AIR HANDLER UNIT TO GONDENSOR TO 5E RAN IN ATTIC_ m rAARcxirecrs Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 19UHDI`% & LAT: TUSCA PLACE NORTH LOT X34 PROJECT# 02108.004 MODEL.: "1'50" GARAGE SWING: LEFT PACE: FOUNDATION PLAN ARCHITECT: STATE OF FLORIDA (R NO 12079 00 04 PR NT �� 27 12 DATE: SCALE: 1/4"-1'-0" :SHEET �L 0 3 0 Lu w w 1 0 � � cs pLr � u CIO0 o u u - 19UHDI`% & LAT: TUSCA PLACE NORTH LOT X34 PROJECT# 02108.004 MODEL.: "1'50" GARAGE SWING: LEFT PACE: FOUNDATION PLAN ARCHITECT: STATE OF FLORIDA (R NO 12079 00 04 PR NT �� 27 12 DATE: SCALE: 1/4"-1'-0" :SHEET �L 0 3 1 c+l ■ �A ■ r I ■ 11-411 ■ ME M eo ■ � 1 ■ m � 1 n —■ (p cv r" 0JL T. LIT"ING 1 GLASS DOOD m 1 o� m 1 .�1 ..Yhn ■ ■ cn 1 �r ■ 1 1 N ■ 1 I& ■sk■ ■ ■ 181- 41 DOWEL (PLAN ARCH 1 T E C T S 1441 N. RONALD REAGAN B LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwrw.abdesigngroup.eon AA #: 0003325 SU19DIV. & LOT TUSCA PLACI NORTH LOT X84 PROJECT# 02108.004 MODEL: "1756)) GARAGE S W INCA: LEFT FAME: DOWEL PLAN ARCHITECT - NATE OF FLORIDA R 33 01 791,2 PRINT DATE: 04/27/12 SCALE: 1/4"-1'—O" SHEET IA �� Q W W � � Q 2 0 A � m :, cv <j A Ll SU19DIV. & LOT TUSCA PLACI NORTH LOT X84 PROJECT# 02108.004 MODEL: "1756)) GARAGE S W INCA: LEFT FAME: DOWEL PLAN ARCHITECT - NATE OF FLORIDA R 33 01 791,2 PRINT DATE: 04/27/12 SCALE: 1/4"-1'—O" SHEET IA �� SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U -LINTELS 8" PRECAST & PRESTRESSED U -LINTELS ft-444O1111111imM 4~ LINTEL NO. LENGTH GRAVITY COMMENTS TENTS GRAVITY LATERAL LENGTH TYPE 1309-1 gapa- SF12-0 16- 0- 4-r0 5- 32-2+ BF8-15 OF12-113 8PI6-115 O 20-1 8 24-113 W -28 -IE 9F32 -1M 2' -UO" (34") PRECAST 2302 3166 4413;0.n 2'-10"(34") PRECA62T 1526 9004 10412 11936 3166 4413 6039 1926 9004 10412 Ii936 3'-(a' (421) PRECAST 2302 3138 3311 46$9 6001 1315 6630 9941 3166 4413 60391 1526 9004 10412 11936 4'-0'(4B9 PRECAST 2029 2325 2496 3461 4436 5410 6384 1358 2646 4413 6039 1526 9004 10412 11936 4'-&' C54') PRECAST 1651 1181 1913 26'31 3403 4149 4896 5644 2110 4021 6039 1526 9004 10412 9668 5'-4' (64') PRECAST 1184 1223 1301 1809 2311 2826 3336 3546 1665 2889 5051 6096 5400 6424 1450 5'-10'009 PRECAST aa -12 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5456 4431 5280 6122 PRECAST ,33-1 1295 2101 3263 2146 3358 391) 4985 125'3 2101 3396 5460 1134 9999 6890 �'-(a' (9f0')PREGAST -t5-1 1029 1615 23$5 1994 2439 2$86 9333 1029 1615 2610 3839 5596 6613 r:W41 `3'-4' 0112') PR1=CAgT r�-13 632 1049 1469 1210 1482 ri54 2021 166 1212 INS 2644 3469 4030 3121 1(A' -6"C126") PREGA$T 4.56 482 aM 1125 915 1122 1328 1535 698 1025 1514 2081 2114 3130 2404 11'-4' (1369 PRECAST 445 538 $35 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-0"(1.1.4`) PRECAST 414 945 864 1254 1689 2014 15110 1818 559 864 1254 1693 2211 2832 3590 IV -4'(160') PRECAST 362 421 126 1026 1331 1635 1224 1418 485 148 1016 1438 iMB 2343 2920 14'-0'(168') PRECA5T 336 381 64$ 919 1190 1462 1001 1260 455 100 1003 1335 1114 2153 2666 14'-8' CI'1fo") PRESTRESSEDNR N.R. 549 31$ /029 922 1754 1561 1916 NR NR NR NR NR NR 465 169 1310 2049 2610 3185 3169 15'-4' CI84") PRESTRESSEDNR N.R. 243 352 582 857 1 1156 1491 1142 NR NR NR NR NR NR 420 695 1250 1855 2310 2890 3410 11'-4" 12069PRESTREMEDNR N.R. 228 329 542 181 1 1012 1391 1616 NR NR NR NR NR Na 310 530 990 1400 1800 2200 2600 IV -4'(232') PRE6TRE881=p N.R. NR 19'-4' (2329 FRESTRE55EP 165 Nva NR NR NR 240 150 1090 1400 1120 2030 21'-4' (256') PRESTi2ESSE17 N.R. NR JNRNR NR NR NR NR NR 183 610 940 1340 1180 2110 22'-O'(2&.4'J�t3TRE88EDN.R. 112 NR 22'-O'(2649PRE°3TRE33ED NR I NR NR NR NR 160 1 300 Die 810 1250 1660 1910 24'-Ot2138") PREBTRE66E N.R, NR NR NR NR NR NR NR 130 T 240 410 120 1030 1 1350 = 8" PRECAST & PRESTRESSED U -LINTELS ft-444O1111111imM 4~ LINTEL NO. LENGTH UPLIFT COMMENTS TENTS GRAVITY LATERAL TYP LENGTH 1309-1 12-1T 16 -It Z0 -it 24-1 Z8 -1T $P32-iT $u$$ 4'-4' $-2 12-2T 16- 0-? 2 -2 B-2 8032-27 2'-10"(34") PRECA62T 2121 2818 4101 3332 6369 1811 9055 2041 2021 2121 2184 3981 5190 6401 1630 8891 3' -Ca' (42') PRECA5T 2165 2289 3260 4231 5219 6204 1192 1251 1251 2169 2215 3165 4129 5091 6061 1036 4'-0'(45') PRECAST 1$18 19$9 2632 3680 4532 53$1 6245 1338 1338 1515 1925 2150 35$3 4422 5264 6110 4'-6' (54') PRECAST 1660 1162 2501 3251 4010 4161 9525 -121 121 1 1660 1109 2435 3111 3913 4658 5406 5'-4" ((P4') PRECAST 1393+ 1393 14$4 1431 2110 2050 2141 2610 3319 3293 4010 3920 4648 4549 805 505 PRECAST 1212+ 1351 1930 2505 3084 3665 4241 416 418 1212 1315 1815 2441 3010 9983 4151 &'-b'(15") PRECAST 1141+ 1200 1133 2250 2169 3290 3812 -101 581 1141 1182 16$4 2192 2103 3216 3132 1'-6' C909PRECAST 959+ 912 1415 1914 2354 2191 3240 591 �'S1 990 1 1029 1 1466 1901 1 2351 2191 3245 9'-4' (112') PRECAST 801+ 612 980 1269 11560 PRECAST 1852 2144 454 630 801 155 1192 1550 1510 2211 2634 l0'-(o'(12(ca") PRECA5T 116+ 498 193 1021 1261 1496 1131 336 493 116 611 1039 1389 1111 2034 2358 11'-4' (13(x') PRECAST 666• 439 696 999 1104 1309 1515 363 55h 666 535 905 1295 1585 1696 2199 12'-0"(144') PRECAST 601, 400 631 816 11001 1468 fl86 1312 340 434 631 466 818 1209 1514 1199 2286 W-4'(160') PRECAST 500, 340 532 686 841 991 1153 302 3136 513 409 682 1004 1361 1631 1891 14'-0'(165') PRECAST 458" 316 493 635 118 922 1065 256 360 549 31$ /029 922 1754 1561 1916 14`-8' !116'7 PRESTRE99E1? 243 795 459 591 1 124 851 %0 N.R. 31"x1 243 352 582 857 1 1156 1491 1142 19'-4' f194'J PRE8TREBSED 728 218 430 553 1 611 501 W5 N.R. 321 228 329 542 181 1 1012 1391 1616 11'-4" 12m8'JPREStRE38ED 189 236 361 464 1561 610 114 N.R. 255 IBB 216 449 649 914 1121 1389 19'-4' (2329 FRESTRE55EP 165 201 313 401 490 516 661 N.R. 204 14,5 739 383 550 136 940 1160 21'-4' (256"JP'STRE9aED 145 186 21B 356 433 512 5130 N.R. 112 142717 336 411 635 901 993 22'-O'(2649PRE°3TRE33ED 140 180 268 3431 419 499 568 N.R. 161 -I 31 20°3 322 451 601 111 341 24'-0'(2889 t�1cESTRE83Eta 121 165 244 317 390 441 519 N.R. 13ra 124 186 290 408 939 680 833 +1RF=C7uGE VAL.Um Cil !pw r1VK COKKVL 4V r'1r.6W Kr-;MAM 8" PRECAST W1 2" RECESS DOOR U -LINTELS 8" PRECAST W1 2" RECESS DOOR U -LINTELS LINTEL NO. LENGTH UPLIFT COMMENTS TENTS GRAVITY LATERAL T1 PE TrPE LI=N%T sr3m-I -00 SWO-06 8"14- BIWA- aRF22- SWM6- 88030 -OS 8RU BMRfb-IC E1�lO-IB a1�14->l7 81lR19- 8111'2? -Ip SNel�ib-IB si�F3O-,8 4'-4' (529 PRECAST 1489 1591 1821 3(x53 3412 2982 4982 3954 6412 4929 1941 5904 9416 6880 10818 4'-6' (54') PRECAST 13511449 1513 2182 2114 3600 4461 5315 6264 1102 3412 4982 6412 1941 9416 10616 5'-8' (68') PRECAST 1244 832 1602 1590 2058 2566 3015 3584 195 1193 2162 4014 6412 6516 e014 6839 5'- 10' (1®') PRECAST 135 113 MOO 1443 1974 2400 2816 3352 1103 20'3► 9811 6412 6516 5460 6411 6'-S' (80") PRECA5T 822 901 1611 2933 2516 3223 3012 4522 901 1611 2933 4100 6130 8111 6101 1'-�' C90') PRECAST 665 161 1311 2252 1998 2451 2944 3439 164 1311 8329 3609 5492 6624 5132 9'-8' (116') PRECAST 311 420 834 1293 1011 1342 1614 1886 535 928 1491 2119 2618 3595 2815 8" PRECAST W1 2" RECESS DOOR U -LINTELS rKC11UL1r_ VAl.up =" lw: r-wm LJIM/•" = w ri F1 -r rRR� �Id� D 25 -S1 -i E�1�ES8 01710 0° ° O O N 0. BATH al_al� cL�- OWNERS SUITE S'-8" CLG. MA W.I.C. I LL I 8'-S" GLCa. L- n BATH w 2 00 I L-10 25 -SP EGRE65 LANAI a' -a" CLC3. BDRM.#3 GREAT a' -a" GLC. ROOM ° DINING ROOM L-6 I I a' -a" CLCD. "W BDRM. • 2 KJF a' -all CLC. LAUN. L --J __-_-- I FOYER _ L - - a' _ a"0 GLC. II I II I '�� _ KITCHEN I 0 1 OLO 8'-W CLCA. tF ------I L-4 ENTRY 2 -- CAR GAR. 8'-a" CLC. NOOK a' -S" CLG. �S L-3 16'-011 X 1'-0" O.H. ------ 25 -SI -1 L- 2 L- 5 `D L-12 lli LINTEL NO. LENGTH UPLIFT COMMENTS TENTS L 1 LATERAL T1 PE et6-IT 8Rh1O-IT 9RF14-1T DI®f18-17 ARP?? -IT Bltl�?6-I sr3m-I 4 SF16-05/1T LENC-4TN L 3 814LI 8F16-01BAT Offt r DWO-2T DW14-2T SWID-27 MM2 -2T 9FF24-2 9W30-2 L Vic• 4'-611 1244 1513 2413 3260 4112 4961 5825 4'-6" 81=16-05AT 4'-4' (52') PRECA5T S32 938 1244 1519 2339 3110 40M 4890 5696 '1'-0 81=8-15AT L 12 1192 1501 2311 3121 3931 4156 5511 L 14 8116 -05/17 *-Co' C54') PRECAST OPT. 6065 55 853 853 1192 1 1455 1 2240 30361 3831 1 4643 5453 1344, 1112 1195 2423 3055 3689 4325 5'-$' (68')PRECAST 984 1138 114) 2391 891$ 3603 4x30 501 501 896• 1138 1148 2352 2965 3581 4199 PRECAST & 1099 1692 2288 8891 3491 4106 469 469 118 BB2 1513 2042 2513 3101 3642 6'-8' (80') PRECAST 830 1100 118 996 1468 1981 8909 3085 3563 688 691 1325 1010 2280 2153 3221 1'-(a" (90') PRECAST 110 941 688 849 1302 1162 2825 2690 3151 5334 433 SO5 1123 1413 1104 1995 CII(o') PRECAST 516 614 533 rwi I 1003 I1369 1128 2098 2450 rKC11UL1r_ VAl.up =" lw: r-wm LJIM/•" = w ri F1 -r rRR� �Id� D 25 -S1 -i E�1�ES8 01710 0° ° O O N 0. BATH al_al� cL�- OWNERS SUITE S'-8" CLG. MA W.I.C. I LL I 8'-S" GLCa. L- n BATH w 2 00 I L-10 25 -SP EGRE65 LANAI a' -a" CLC3. BDRM.#3 GREAT a' -a" GLC. ROOM ° DINING ROOM L-6 I I a' -a" CLCD. "W BDRM. • 2 KJF a' -all CLC. LAUN. L --J __-_-- I FOYER _ L - - a' _ a"0 GLC. II I II I '�� _ KITCHEN I 0 1 OLO 8'-W CLCA. tF ------I L-4 ENTRY 2 -- CAR GAR. 8'-a" CLC. NOOK a' -S" CLG. �S L-3 16'-011 X 1'-0" O.H. ------ 25 -SI -1 L- 2 L- 5 `D L-12 lli �' •'w.� i5 i'Sr; '!,'� tw'�?,�:r •, jn�: tw'�t`",j.J '. N+, �? ++ ,� Aw :J. =wY.1{' �'i 1 iJ.; �,,• :J• ewe: .J. j: ♦ ♦ ♦ • • ♦ • 5F1& -1S/1T 818122 -05/1T 81=24-18/1T 8124-05/17 8128-15/17 ASTO 494T�t LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS TENTS L 1 4'-6" aF16-05/1T L 2 4'-6" SF16-05/1T L 3 4'-6" 8F16-01BAT L 4 4'-8" 51;;ZF22-05/1T L 5 111-4" Ma -15/1T L Vic• 4'-611 8F16-OR/1T L 1 4'-611 W16-05/17 L 8 4'-6" 81=16-05AT L "a 4'-&11 aF16-05/1T L 10 4'-6" 8F16 -05/1T L 11 '1'-0 81=8-15AT L 12 5'-10' BF16-015AT L 13 5'-10' $F16-05/17 V L 14 8116 -05/17 81=1& -05/17 �' •'w.� i5 i'Sr; '!,'� tw'�?,�:r •, jn�: tw'�t`",j.J '. N+, �? ++ ,� Aw :J. =wY.1{' �'i 1 iJ.; �,,• :J• ewe: .J. j: ♦ ♦ ♦ • • ♦ • 5F1& -1S/1T 818122 -05/1T 81=24-18/1T 8124-05/17 8128-15/17 ASTO 494T�t LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS TENTS L 1 4'-6" aF16-05/1T L 2 4'-6" SF16-05/1T L 3 4'-6" 8F16-01BAT L 4 4'-8" 51;;ZF22-05/1T L 5 111-4" Ma -15/1T L Vic• 4'-611 8F16-OR/1T L 1 4'-611 W16-05/17 L 8 4'-6" 81=16-05AT L "a 4'-&11 aF16-05/1T L 10 4'-6" 8F16 -05/1T L 11 '1'-0 81=8-15AT L 12 5'-10' BF16-015AT L 13 5'-10' $F16-05/17 V L 14 1'4o' SF24-15/1T OPT. 6065 55 N ,4FE LOAD TABLE NOTES '4�5 REBAR AT TOP S 1'"1,ATEi�i,�LS GENERAL- 'AL N4TE5 .-`� TCL A READ ' I -I/?' GLEAI2 1. All values bawd on minimum 4' bearing. Exception: Safe loads for unfilled TYEE DE51GNATiON ~ I. Provide full mortar head and bad joints. lintels must be reduced by 20% 1f bearing length to leas than 6-1/2'. P 1. f'c precast lintels = 3500 psi. , w a. 2 f'c prestressed llntela = 6000 pal. 2. Sherd filled ltntals as required. Safe loads for all recessed lintels based on 8 nominal bearing. F • FiLLED WITH GROUT / U -UNFILLED � . .° G.M-U- 3, f'c grout 3(OP2� pat w/ maximum 3/8' ag regate. 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. m Not Rated. QUANTITY OF *5 12EESAR At 4. Concrete masonry units / maxiMU) per ASTM �'re w/ 4. Lintels are manufactured with 5-1/2' lona notches at the ands to accommodate 3. Safe loads are total superimposed allowable load on the section specified. FUAT IT OF LINTEL CAVITY � vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rabar. 'a , GROUT' minimum net area compressive strength ■ 1900 psi. 5. All ltntela most or exceed L/360 vamttcal deflection, except Itnta15 11'-4' and 5. Additional lateral load capacity can be obtained by the designer by providing ,n r 5. Rebar provided in precast lintel per ASTM A615 GR60. longer with a nominal het ht of 8 meet or exceed L/1130. addional reinforced masonr above the recast lintel. / j / Field rbar per ASTM A615 GR40 r GR60. g g y p 8f 1 & - 1 / 1 x 6. Prestressing strand per A5TM A416 grade (�• Bottom field added rabar to be located at the bottom of the lintel cavity. 6, One $1 rabar may be substituted for two s5 rebars In 8' Itntela only. ;p "5 REEsAR AT BOTTOM 1. '1/32 diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 1. The designer ma evaluate concentrated loads from the safe load tables b • r OF LINTEL CAVITY 210 low relaxation. g y y 1. 1/32 wire per ASTM A510. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. calculating the maximum resisting moment and shear at d -away from the face of support. NOMINAL WIDTH L QUANTITY OF +"S 5OTTOM REINFORCING S. Mortar per ASTM 0210 type M or S. S. Safe load ratings based on rational design analysis per ACI 318 and AGI 530 8. For composite lintel heights not shown, use safe load from next lower height. NOMINAL t-4EIGt-IT RE15AR AT TOP 1-l3ia'ACTUAL PROVIDED IN LINTEL 9. 411 safe loads in units of pounds per linear foot. 51 NOMINAL WiDTH (VARIE8) EMEM A R C H IT E C TS 1•".L IV. ISVIVHLU nr-M IHIV DLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LAT: TUSCA PLACE NORTH LOT X84 PROJECT, 0210B. 004 MODEL,-. "1"758„ GARAGE 8 WING: LEFT PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT- STATE OF FLORIDA JAM CANTWELL NO 12479 nn� MMMMMON00 PRINT DATE: 04/27/12 SCAT 1/4"=1e-0" V 11.1 W W " o q U m li7 cel SUBDIV. & LAT: TUSCA PLACE NORTH LOT X84 PROJECT, 0210B. 004 MODEL,-. "1"758„ GARAGE 8 WING: LEFT PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT- STATE OF FLORIDA JAM CANTWELL NO 12479 nn� MMMMMON00 PRINT DATE: 04/27/12 SCAT 1/4"=1e-0" 10 25 -SH 25-5�H 1 1rGR�5S ECxR1=5S O O ON o a I LANAI O. BATH I o �, I � 11 I OWNERS I ©� I SUITE I ,� 0 1� (0080 5.64-D. I 1 W.I.C. I I I = m ' I BATH OE �., 1 -# I BDRRM.#3 GREAT ROOM 0 DINING (�z I I m �` w BDRM. #2 - I LAUN. — — — — — -- — — StTBDIV. & LOT: r--7 I FOYER I I-----, TUSCA PLACE I NORTH i I i LOT X34 II I PROJECT# O KITCHEN Q 02108.004 t ----- 1 "1756„ / r GARAGE S WING: I 1 I L ----- J LEFT ENTRY PAGE: 2—CAR GAR. NOOK WIND LO AD CALCULATIONS 161 //�� ,/ //77yy 1II -01 x 1I-01, ©.I -T. ---------------------' I u`ALu`ULATl0N:`S D CgIN''gPENT AND CLADDING WIND LgADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS S4UARE WIPDgW SIZE ZONE 1�W MPH WIPD REIu1ARICS GALL � FOOTAGE AND TYPE 1 1-f 25 -SN 5 34.1/-44.9 34.1/-44.9 3 1-1 25-5N 5 34.1/-44.'3. 4 2@ 3P�(v8 DR 4 5 112 iia'-� � �'-� 5 C�.4�:AC�� DR. M■� A R C H I T E C T S, Design 0PfG rou pine. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w U IJ.,I d � � D � a z a " A � IL �, 1-1 25-5}-1 4 34.1/-31.1 -I 1-i 25 -SH 4 34.1f -3-I.1 S 1� 23 -SN 5 35.3/-4rt.2 9 1� 25-5N 4 34.1/-37.1 1� 1'i 25-51--I 5 34.1/-44.9 11 4(I� (o�?�CaB S.G.U. 5 32.1/-4(2J.9 O�'tIC�NAL 12 48 �P>Sm rv-.Cx.D. 5 32.1/-4 J.9 13 24 35 -SH 5 33.3/-��.� 14 24 35-5N 4 33.3/-3fo.3 BASIC WIND SPEED MFH = 14U INTERNAL PRESSURE COEFFICENT= f 0.18 BLDG CAT=II, EXP=B, MEAN ROOF HT.=15'-0" ANY OPENING LESS THAN 4'—�" FROM CORNER WILL BE A ZONE 5 CATEGORY 10 25 -SH 25-5�H 1 1rGR�5S ECxR1=5S O O ON o a I LANAI O. BATH I o �, I � 11 I OWNERS I ©� I SUITE I ,� 0 1� (0080 5.64-D. I 1 W.I.C. I I I = m ' I BATH OE �., 1 -# I BDRRM.#3 GREAT ROOM 0 DINING (�z I I m �` w BDRM. #2 - I LAUN. — — — — — -- — — StTBDIV. & LOT: r--7 I FOYER I I-----, TUSCA PLACE I NORTH i I i LOT X34 II I PROJECT# O KITCHEN Q 02108.004 t ----- 1 "1756„ / r GARAGE S WING: I 1 I L ----- J LEFT ENTRY PAGE: 2—CAR GAR. NOOK WIND LO AD CALCULATIONS 161 //�� ,/ //77yy 1II -01 x 1I-01, ©.I -T. ---------------------' I u`ALu`ULATl0N:`S D CgIN''gPENT AND CLADDING WIND LgADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS S4UARE WIPDgW SIZE ZONE 1�W MPH WIPD REIu1ARICS GALL � FOOTAGE AND TYPE 1 1-f 25 -SN 5 34.1/-44.9 34.1/-44.9 3 1-1 25-5N 5 34.1/-44.'3. 4 2@ 3P�(v8 DR 4 5 112 iia'-� � �'-� 5 C�.4�:AC�� DR. M■� A R C H I T E C T S, Design 0PfG rou pine. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w U IJ.,I d � � D � a z a " A � IL r v*APR " 0 2017 ARGHITECT� NATE OF FLORIDA JAMA C TWELL NO 1279 pRI T L1ATE: 04/27/12 SHEET r v*APR " 0 2017 ARGHITECT� NATE OF FLORIDA JAMA C TWELL NO 1279 pRI T L1ATE: 04/27/12 SHEET EXTERIOR MASONRY WALL BRCS. HEIGHTS a' -a" BRCS. S " . FT ° CALC I LIVING ` GARAGE ENTR'r LANAI 1153 SQ. PT. .404 50. FT, 35 50. FT. W 80. FT. TOTAL 2255 SO. FT. i Pq s 25-51-1 25 -SH -' EGRESS Lu -,•,, 11111111 HL 1111101111111-111 IN 1011111111111 6 x& P.t POST I W one ° ° ,-0--. 3-514 X � D Q -Av. LAV. _0 I \ 1:3F. ,� IV —1 � Ci I I I z�i I OWNERS I LANAI ;3 m O. BATH SUITE 0 8'-8' GLC-. 01 u CIO0 o m q U h � I � � 6050 SJG.D. 7I W.I.C. �,-`A -----__ 8'-a" Lai. -' 1'-4" ACTIVE 0 (CARPET) " ' V -all 01 oil (Ujc 1R -151-I U TU5 W/ HOUJER XC !9L-BATH3: cim IS) d) Lu1'-6" -I (o'- (TILE) 20'-b" NL BDRM. 3 a- - GREAT ROOM s (CARPET) > tip} �;♦ 1.r (CARPET) NJ2-& 1 3,-a11 SSI Iz CIA IR-1S+� +� m 4-o B1=. cv ct1 E � RQ M cs) , �I I 5'-S" GLC. m b (CARPET) b �Lu �1-1011I,�I SI -all 4SL/ 111 3'-4" .„'-4"/V 41_411 BDRM. 2 LAUN. I o� I L—. _J —.--- -- T -a' CL CD. a' -a' cl-G. r -I -- (CARPET) I( ci I `r 3 -SN I t o o L-- I FOYER MT L — — J 5'-5" GLG- DW. (TILE) 2- 015F \D A Lu KITCHEN I 2' STEEL —�� CJ C.� _ GOND PIPE 1'-5" — — -I S� 8' CLG, 1Y Q ` / ` _ — F — 22 "x54"— BOLLARD T2, --x 5' -0 I +-U: LE m I I l o w l ACGSS L -----J 40"X1b XI0 J TRANS. ABV (ELEV. 'V VE") ,n 2'-C'" 11'-4" ` ENTRY 2 — CAR GAR. &'-all GLC. ELEV. "A° � 5'-8' CLC. II' -5" GLC. NOOK r ELEV. "5114"C>" CLCD. (TILE) GLG ELEV. "G141EII 25 -SH 1(0'-0" X 1'-0" O.H. ---------------- cv '-0" lea' -0"112 '-0" 3'-5" �'-0" 31-5° 20'-01 fo'-a'I 131_419 401-011 EXTERIOR MASONRY WALL BRCS. HEIGHTS a' -a" BRCS. .�(ox(o—rte S " . FT ° CALC I LIVING ` GARAGE ENTR'r LANAI 1153 SQ. PT. .404 50. FT, 35 50. FT. W 80. FT. TOTAL 2255 SO. FT. i .�(ox(o—rte 0 i Pq s Lu 3-1/2 ELEC. OUTLET PER ELEG. CODE TO 1�BL. PLATE W m mem Lu Lu IN INu WEAR-RUAU NOTES: -DEN6 ARMOR AT E34THROOMS. -PREFAB SHOWERS/TUBS TO BE SET IN TYPE 2 FOAM. A R C H I T E C TS "� Design4Group. Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti Pq Lu W � D u CIO0 o m q U h � BTJBDIV. &LOT: TUSCA PLACE NORTH LOT X34 PROJECT# 02108.004 MODEL: "1"758" GARAGE SWING: LEFT PACE: FLOOR PLAN ARCHITECT: STATE OF FLORIDA A w 2�2 JA ES CANTWELL AR NO 12079 PRINT DATE: 0 4 2 7 12 SCALE 1/4"-1'-0" Z�AEET > > 1"-1)) r AREA OF ATTIC = 2453 SQ. FT. NET FREEE VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 2493/300 8.4 SQ. FT, 11136.64 SQ. IN. MIN_ REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = 5 X II3b.fo4 = 598.32 (5ALANCE TO 5E PROADED IN SOFFIT OR SAVE VENTS) OFF RIDGE VENTILATION AREA 115 SQ. IN. PER VENT TOTAL * OF VENTS REQUIRED = (6 ) TOTAL * OF VENTS PROVIDED = ((0) ro" LAP SID INCA — 1"X4" TRIM CRICKET STONE VENEER ELEVATION TEXTURED FINISH STONE VENEER TO 5E INSTALLED PER MANUFACTURERS SPECIFICATIONS 12 �5 OFF RIDGE VENT OFF RIDGE VENT TEXTURED FINISH ELEVATION 17'-4 1/2" 5LDG. H T. ----SHINGLE ROOF RAISED SAND TYP. mm 0'-0" FIN, FLR A R C H IT E C T S Design GupUPro,nc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 S [TBDIV. 8c LOT: TUSCA PLACE NORTH LOT X84 PROJECT# 02108.004 MODEL: "1758" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATIONS »C" ARCHITECT STATE OF FLORIDA APR 10 2612 J PRINT DATE: 04/27/12 SCALE: 1,/4},=1'—Q" N w a LU w w � C CL D Z3. l U O � � 4 � m Q 61_ L <1 <A S [TBDIV. 8c LOT: TUSCA PLACE NORTH LOT X84 PROJECT# 02108.004 MODEL: "1758" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATIONS »C" ARCHITECT STATE OF FLORIDA APR 10 2612 J PRINT DATE: 04/27/12 SCALE: 1,/4},=1'—Q" AREA OF ATTIC = 2493 SQ. FT. NET FREES VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 2493/300 = 6.4 SQ, FT. 1196.6 4 5Q. IN, MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = 5 X 1156.64 = 598.32 BALANCE TO BE PROVIDED IN SOFFIT OR SAVE VENTS) OFF RIDGE VENTILATION AREA : 115 50. IN. PER PENT TOTAL * OF VENTS REQUIRED = (b) TOTAL * OF VENTS PROVIDED = (b) - All 12 5�1 OFF RIDGE VENT 12 5� OFF RIDGE VENT -S" aRa- HaT. LEFT OFF RIDGE VENT 11--l-]LEVATION TEXTURED FINISH STONE VENEER TO PE INSTALLED PER MANUFACTURERS 5PECIFICATION5 = CFF RIDGE VENT �H'T lE➢LEi'ATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS OLB'—w 21-011 STONE VENEER — OL 0'-0" FIN, FLR. HGT. 1'-0° rA!RCH►TECTS 4Design Gro u p i nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU19DIV. & IAT: TUSCA PLACE NORTH LOT X84 1PROJ'ECT# 02108.004 MODEL: "1756" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT: STATE OF FLORIDA APR 3 Oj&)'12 PRINT DATE: 04/27/12 SCALE: 1/4"=1'-a" II c•� 7a � w a 0 Lu Lu CL Ca Z3 -1 6� O z co LL cv SU19DIV. & IAT: TUSCA PLACE NORTH LOT X84 1PROJ'ECT# 02108.004 MODEL: "1756" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT: STATE OF FLORIDA APR 3 Oj&)'12 PRINT DATE: 04/27/12 SCALE: 1/4"=1'-a" II c•� 7a � 14A WA3 TY ONE MENlop __ �!___EM ._I Poll a olvlffil � "I - L TEXTURED FINISH STONE VENEER: TO BE INSTALLED PER M,4NUF,4CTURER5 5FECIFIC,4TION5 TEXTURED FINISH 110im1 ME TEXTURED FINISH STONE VENEER TO BE IN5T,4LLED PER M,4NUF,4CTURERS SPECIFICATIONS IRIGHT ELEVATION TEXTURED FINISH STONE VENEER TO BE MT,4LLED PER MANUFACTURERS SPECIFIC,4TION6 01 A R C H I T E C T$ Design GroupInc. 1441 N. HUNALU HLAUAN t$LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 Now SUBDIV. & LAT: TUSCA PLACE NORTH LOT X34 PROJECT# 02108.004 MODEL.-. "1756" GARAGE S WIPTG: LEFT PAGE: WALL ASSEMBLY ELEVATIONS » C" ARCHITECT - STATE OF -FLORIDA 26112 NELL I7►ATLs 04/27/12 :SCALE: 1/4' =1 - 0" SHEET ") 3 4C.IOr I~p Lu ul � %6 cv 2 SUBDIV. & LAT: TUSCA PLACE NORTH LOT X34 PROJECT# 02108.004 MODEL.-. "1756" GARAGE S WIPTG: LEFT PAGE: WALL ASSEMBLY ELEVATIONS » C" ARCHITECT - STATE OF -FLORIDA 26112 NELL I7►ATLs 04/27/12 :SCALE: 1/4' =1 - 0" SHEET ") 3 4C.IOr 15RAGING LEGEND EXTERIOR GABLE TO BE SRAGED UJ/2X4 1:5LOGKING 4'-0" O.G. 4 2X4 SYP 02 X -BRACING. REFER TO TYPICA DETAIL SHTS FOR B RAGING Rr=Qu IREMENT5 FASTEN 2X4 SYP 02 OR 5PF BEVEL GUT TO TRU55 TOP CHORD UJ/106 x 3' NAILS 6" O.C. STAGGERED NOTE: TRU58E5 MARKED UJ/AN ' " REQUIRE UJEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS- REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REaUIRED FASTENERS. CONNECTOR SCHEDULE BE USED —) SIMPSON 5TORY APPLICATION DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) lod x 1 1/2 1-PL7/ (6)16d 2 -PLY Z 0 C2) META -16 I (l0) loci x 1 1/2 1 -PLY Iwo (I4) I&d 2 -PLY (11 HETA-16 1810 (S) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY a � HETA-20 1810 (S) lod x I I/2 1 -PLY/ (8) 16d 2 -PLY TWO STORY APPLICATION DOWN 5TAIR5 2035 (10)104 x 1 1/2 1 -PLY THDH26-2 C2) HETA-2o 2$00 (12) 16d 2 -PLY SIZE MGT + 3965 (1) 5/8' A.TR. IN HIGH STRENI'aTW EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD CLEAR SPAN HOT -2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO UJOOD x x 5 x 10 x 12 HGT-3 + 10590 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) lod t0 WOOD Q LTAI 1420 (12) lod x 1-1/2' END. CUT PITCH 4 5E`>lEL TO FIT TIGHT TO TRU55 ,AS PER VGt 4540 (1) 6/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4" X 3' TO WOOD SUR/L26-2 (7) AT (2•PLY/3-PLY) IISb)MW 0) b/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SDS 1/4' X 3' t0 WOOD (g)SKH26R/L-2 MTS -12 1000 (14) 10d x 1 1/2 HTS -16 1150 (16) lead x 1 1/2 Lu H79-20 1450 (24) 104 x 11/2 LSTA-12 ++ 526 (10) lod LSTA-16 ++ 1235 (14) 10d (� MSTA-16 ++ 1315 (14) lod MSTA-24 ++ 1640 (18) lod W MSTA-30 2050 (22) lod V MSTA-36 ++ 2MO (26) lod MST[ -36 3800 (36) lod x 1 1/2 d MSTI-48 bobb (48) 10d x 11/2 Hb 550 (8) 8d TO PLATES, (8) 8d TO STUDS SP4 O, (6) 10d x 1 V2' TO STUDS A33 150 (4) 104 t0 BEAM (4) Iod TO POST. 2 HCP2 645 (6) 10d -I ABU 44 2200 666!3 (1) 5/B' ATR. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (12)154 TO WOOD q A15U 6b 2300 12000 (1) 15/S'A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBEDJ IN CONC., (12)lbd TO WOOD CC LTTI9 +++ 1340 (I) 3/4" AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (SJlod TO WOOD 0 LTT2015 +++ 162!9 (1) 1/2' A.T.R. IN HIGH St TH EPDXY (MIN. 1" EMBEDJ IN CONC. (2) ' BO t tO WOOD L) U Z 3610 (1) 5/8" A.T.R. IN NIGH STRENGTH EPDXY, (MIN. 1' EMMD.) IN CONC. (18) lod x 11/2' t0 WOOD 14TT4 42gg (1) 5/a'A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. ll8) 16d x 2 1/d' TO WOOD '4 4 (1) 6/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIK 1' EMBED.) IN LONG. (26) lod x 1 1/2' TO WOOD HTTS 4610 (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN GONG. (26) 10d TO WOOD oto /5A.T.R. IN HIGH STR"TH EPDXY, (MIN -7 D. IN CONC. b) 16?d x 2 1 O WOOD HHPQII-SPS 2b+ 11446 1) 1' At R IN HICaH STRENCaTH EPOkY, CMIN lo' EMBEDJ IN GONG, (24)SDS 4' x ' WOOD SCREWS P1 6480 (l) 1/8' A.B. IN HIGH STRENGTH EPDXY (MIN. T EMBED.) IN CONC. 43 " STUD DOLTS TO WOOD cp _H MBHA 3.bb/I1?3 3415 5330 (l) 3/4' A.TR. IN HIGH STRENGTH EPDXY, (MIN 6.76" EMBEDMENT) IN C.M.U. TOP, (U 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN C.M.U. FACE, (18)lod TO BEAM V) w LiZ MBHA 5.50/1125 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4, A.T.R..IN HIGH STRENGTH EPDXY, (MIN 6.15' EMBEDMENT) IN CM.U. FACE, (18)10d t0 15EAM G210-3 (WOOD 1810 314 1� 18-1/4" x 2-3/4' TITEN ( 9 PER FLANGE) t0 CMU, (10) lod TO WOOD Q Z HUC410 (CMU) 1810 50ee 18-1/4' x 2-3/4' TITEN l 9 PER FLANGE) TO CMU (10) 10d TO WOOD HUC 210-3 1810 4000 15-1/4' x 2-9/4' TI TO CMU ( lo) 10d TO WOOD HIGH STIRENGTH EPDXY - SIMPSON "SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PIRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EIMIBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID w/ GROUT. � ++ Rod COMMON NAILS CAN 15E SUBSTITUTED WITH 10d x 1 U2' NAILS IN CONJUNCTION WITH A 2396 (REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROvAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION PRIOR t0 INSTALLATION. (Al +++ MINIMUM EMBEDMENT INTO THE TOP OF A MONDMEAM WILL 15E b', MINIMUM EMLEDMENT INTO THE FOUNDATION WILL ME t' 0 AT.R. - A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONS115LE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX. / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENC' INEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES 15A6ED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-2011" 'HIGH WIND-RE5ISTANT CONSTRUCTION C-HWOS, AND ANCHORING d FASTENING SYSTEMS FOR CONCRETE d MASONRY CATALOG C -SAS -200a MIN 15RAGING LEGEND EXTERIOR GABLE TO BE SRAGED UJ/2X4 1:5LOGKING 4'-0" O.G. 4 2X4 SYP 02 X -BRACING. REFER TO TYPICA DETAIL SHTS FOR B RAGING Rr=Qu IREMENT5 FASTEN 2X4 SYP 02 OR 5PF BEVEL GUT TO TRU55 TOP CHORD UJ/106 x 3' NAILS 6" O.C. STAGGERED NOTE: TRU58E5 MARKED UJ/AN ' " REQUIRE UJEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS- REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REaUIRED FASTENERS. TO BE USED —) 51NGLE 5TORY APPLICATION or (Usp) 0,A-1HUS26 SIZE END AND 32" ON CENTER ON J015T5 PARALLEL TO WALL, CLEAR SPAN DBL 2 DBL 2 DBL 2 P51- 2 x 6;. x 5 x 10 x 12 UP TO 5'-4' 5'-4" TO '1'-0" 1'-0' TO 10"-0" 10'-0" AND OVER TWO STORY APPLICATION DOWN 5TAIR5 � THDH26-2 (D)HGUS28-2 SIZE E'R,OFILE, AND SIZE OF ROOF/FLOOR TRU55E5. CLEAR SPAN DBL 2 DBI-- 2 PBL 2 PRL 2 x x 5 x 10 x 12 UP TO 5'-0" TO '-4" 5'-0" ro (0'-4" TO 5'-0" 5'-0" ANDOVER 15RAGING LEGEND EXTERIOR GABLE TO BE SRAGED UJ/2X4 1:5LOGKING 4'-0" O.G. 4 2X4 SYP 02 X -BRACING. REFER TO TYPICA DETAIL SHTS FOR B RAGING Rr=Qu IREMENT5 FASTEN 2X4 SYP 02 OR 5PF BEVEL GUT TO TRU55 TOP CHORD UJ/106 x 3' NAILS 6" O.C. STAGGERED NOTE: TRU58E5 MARKED UJ/AN ' " REQUIRE UJEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS- REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REaUIRED FASTENERS. TRUSS WEB BRACE REQUIRED SEE INDIVIDUAL ENG SHEETS MINIMUM WALL AND HEADED STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) TO BE USED —) 6'-0" (Simpson) or (Usp) 0,A-1HUS26 NUM5r=R OF HEADER STUDS END AND 32" ON CENTER ON J015T5 PARALLEL TO WALL, Q HUS26 � HGUS26-2 2 � THDH26-2 (D)HGUS28-2 2 E'R,OFILE, AND SIZE OF ROOF/FLOOR TRU55E5. (D)THDH28-2 1 Q HHUS46 Q (aTHD46 END. CUT PITCH 4 5E`>lEL TO FIT TIGHT TO TRU55 ,AS PER Q SUR/L26-2 (g)SKH26R/L-2 TRUSS WEB BRACE REQUIRED SEE INDIVIDUAL ENG SHEETS MINIMUM WALL AND HEADED STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 6'-0" U.N.O. 4'-11 1/2" 7'-11 1/2° AND up NUM5r=R OF HEADER STUDS END AND 32" ON CENTER ON J015T5 PARALLEL TO WALL, * TRUS5 TO WOOD FRAMING SHALL 5E MT5-12 SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH 5TUD5 4,REFER TO TRU55 MANUFACTURER'S SIGNED AND 5EAL-ED 2 E'R,OFILE, AND SIZE OF ROOF/FLOOR TRU55E5. AT EACH END OF HEADER 1 3 FRAMING NOTE5. 1, HURRICANE STRAPS TO 5E MANUFACTUREL 5y SIMpSON STRONG -TIE OR EQUAL, U.N.O. 2.TYFICAL. HURRICANE 5TRAPS ARE ,45 FOLLOlL5, U.N.O: * TRUSS TO MASONRY/CONCRETE SHALL ISE META -1(o * FLOOR J015T TO M,45ONRY/CONCRETE SHALL. BE HETA-l(a AT EACH END AND 32" ON CENTER ON J015T5 PARALLEL TO WALL, * TRUS5 TO WOOD FRAMING SHALL 5E MT5-12 3.TRU55 TO TRU55 CONNECTIONS AND HANGERS 5HAL-- 5E DE51GNED AND 5UPPLIEP ES`'r' TRUSS MANUFACTURER. 4,REFER TO TRU55 MANUFACTURER'S SIGNED AND 5EAL-ED 1aRAWING5 FOR LOCATIONS, E'R,OFILE, AND SIZE OF ROOF/FLOOR TRU55E5. .HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER aTUD REG. ARE STANDARD U N.0 ON FRAMING FLAN Q �. MIN. 2X4 HIE' CUT E.3LOCKING SECURED 1.1.1/3-106 G;UN NAILS OR 3-126 HAND DRIVES s EA. END. CUT PITCH 4 5E`>lEL TO FIT TIGHT TO TRU55 ,AS PER APA REOUIREMENT5. J1 SII SII II PP-1 ,47A _ HUC410 UJ/ 18-1/4'x2 3/4" - TAPCONS (9 PER FLANGE) ,all 'DII X11 vbn �Vn vWn "bn &I SII SII SII 'ZII SII %II SII \II 2X12 BM. IIS SII a rn m RON F RAMING PLAN 2X12 TO (oX(o POST (2) M5TA-24 POST TO SLAB ,ABU -66 HLIC410 UJ/ 15-4" x 2 i" TAPCON5 C9 PER FLANGE) SOUTHERN 06/19/12 140 MPH/EXP.—B A R C H I i E C TS •1 N. KVINALL) Mt/AUTAIV DLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & IAT: TUSCA PLACE NORTH LOT #34 PROJECT# 0210B. 004 MODEL: "1"7561' GARAGE S WING: LEFT PAGE: FRAMING FLAN ELEVATION ARCHITECT- STATE OF FLORIDA 2112 J PRINT DATE: 04Z27/12 !SCALE:1/4 P3 —1' — a„ SHEET 5 OF� t Q Lu 111 � d 2 q U U cp ti 4 1{} � � SUBDIV. & IAT: TUSCA PLACE NORTH LOT #34 PROJECT# 0210B. 004 MODEL: "1"7561' GARAGE S WING: LEFT PAGE: FRAMING FLAN ELEVATION ARCHITECT- STATE OF FLORIDA 2112 J PRINT DATE: 04Z27/12 !SCALE:1/4 P3 —1' — a„ SHEET 5 OF� SYMBOL DEFINITION 3 -WAY OPER. NOTES SWITCH 4 -WAY OPER. 5/CO WALL MOUNTED LIGHT 20 ' P ��JJ d) CEILING LIGHT 125V OUTLET 1 SINGLE POLE LESS THEN 4' IlOY OUTLET RECESSED CAN FROM WALL DISCONNECT WALL SCONCE PREWIRE 4 FANS TO BE VERIFIED Q HOMEOWNER AIR. GOND. VENT. FAN I CFM PER SQ. Ft. DISCONNECT VENT. FAN W/LIGHT 1/2 OF OUTLET DISHLUASHER DISCONNECT TO BE T LIGHT STRIP 110v OUTLET CAPACITY OF 50 CFM INTERMITTENT.(FIBC WIRED To TY GROUND FAULT CIRCUIT -INTERRUPTER oouuuuou ® SWITCH 2-5UL15 WRAP AROUND RESISTANT TYPE 2' FLUORESCENT 500 ECRU IPED WITH GROUND FAULT 4' FLUORESCENT 110Y OUTLET 4' TRACK L IGHT �7�4Nt ® GFI 9188 ttAM1�12 TOTAL NET GENERAL. LOAD QDETECTOR S.D. SMOKE 577.5ACK-UP W/ HARD rNt3=r- 4 WIRE 8720 220V OUTLET TON HEAT PUMP#2 21 AMPx 240 VA- CONNECTION --- EXTERIOR KW ELECTRIC HEAT AT 65% FAULT ��IGRouNn WATERPROOF KW ELECTRIC HEAT AT 86% INTERRUPTER --- OUTLET NET GENERAL LOAD 19188 SWITCH NET TOTAL HEAT i I/ ++ Fa wisi E SWITCH 3 -WAY OPER. 4 SWITCH 4 -WAY OPER. 5/CO WALL MOUNTED LIGHT SHALL BE A 1758 CEILING LIGHT DISTANCE OF NOT 1 VAPOR LIGHTS LESS THEN 4' r Ldp RECESSED CAN FROM WALL DISCONNECT WALL SCONCE PREWIRE 4 FANS TO BE VERIFIED Q HOMEOWNER AIR. GOND. VENT. FAN I CFM PER SQ. Ft. DISCONNECT VENT. FAN W/LIGHT I CFM PER SQ. FT. DISHLUASHER DISCONNECT TO BE T LIGHT STRIP TELEVISION CAPACITY OF 50 CFM INTERMITTENT.(FIBC 4' LIGHT STRIP TY GROUND FAULT CIRCUIT -INTERRUPTER oouuuuou ® 4' RECESSED FLUORESCENT LIGHT 2-5UL15 WRAP AROUND RESISTANT TYPE 2' FLUORESCENT 500 = _ _ 4' FLUORESCENT 32968 4' TRACK L IGHT ® PANEL 9188 METER TOTAL NET GENERAL. LOAD QDETECTOR S.D. SMOKE 577.5ACK-UP W/ HARD rNt3=r- i I/ ++ Fa wisi E L IGHT CARBON W1 HARPWIRE INTER - 4 MONOXIDE/ CONNECTED 5/CO SMOKE ©ELECTOR SHALL BE A 1758 COMBO DISTANCE OF NOT WH PUSH- LESS THEN 4' 15UTTON FROM WALL L IGHT C J -BOX CEILING FAN/LIGHT REQUIRED TO BE SUPPORTED N ACCORDANCE w 50X MARKED REQUIRED TO P SUPPORTEI ACCORDANC DOX MARKS AS SUCH FOR lklAr=r_trnm NATURAL GAS 4 OUTLET EEI TELEPHONE VA 1758 JACK WH PUSH- WATER HEAT. 15UTTON CHIMES DISCONNECT LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED Q HOMEOWNER AIR. GOND. ALL RECEPTACLES IN ALL HABITABLE A/C DISCONNECT 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI -s ISLAND (NOT ON KITCHEN CIRCUIT) DISHLUASHER DISCONNECT TO BE LOCKOUT IN PANEL TELEVISION CAPACITY OF 50 CFM INTERMITTENT.(FIBC 2010,RESIDENTIAL CODE TA5LE M1301.3) TY GROUND FAULT CIRCUIT -INTERRUPTER JACK WIRING Mr=THOD SHALL BE NON METALLIC C J -BOX CEILING FAN/LIGHT REQUIRED TO BE SUPPORTED N ACCORDANCE w 50X MARKED REQUIRED TO P SUPPORTEI ACCORDANC DOX MARKS AS SUCH FOR lklAr=r_trnm OPT. " �- -- _ — — — — -^ -- --- "" OPT. COACH COACH L IGHT5 L IGHTS 9 Vol (ills- lom__ FlIffs'011=119NO I NOTE: ALL BRANCH CIRCUITS IN THE BEDROOMS ARE TO BE PROTECTED BY AN ARG -FAULT INTERRUPTER LISTED TO PROVIDE PROTECTION OF ENTIRE BRANCH CIRCUIT GRADE I I CSF I I LVNAI II I GE LING MTD. L IGHT TO BE INSTALLED, PROVIDE J -BOX FOR OPT. FAN OPT. SLID I`' I GLASS DOOD1%, POWER COMPANY TRANSFORMER PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2 DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. FLOOD HOUSE PLAN: 1756 MODEL LIGHT EEI OPTIONAL SECURITY VA 1758 KEYPAD . PUSH- FOR 15UTTON CHIMES NOTES: LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED Q 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 -s ISLAND (NOT ON KITCHEN CIRCUIT) DISHLUASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXAUST FAN TO HAvE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FIBC 2010,RESIDENTIAL CODE TA5LE M1301.3) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PER50NNEL ON FEEDERS WIRING Mr=THOD SHALL BE NON METALLIC CABLE AS N.E.C. 2008 ARTICLE 300.(5) (2) * ALL RECEPTACLE5 TO BE TAMPER- RESISTANT TYPE OPT. " �- -- _ — — — — -^ -- --- "" OPT. COACH COACH L IGHT5 L IGHTS 9 Vol (ills- lom__ FlIffs'011=119NO I NOTE: ALL BRANCH CIRCUITS IN THE BEDROOMS ARE TO BE PROTECTED BY AN ARG -FAULT INTERRUPTER LISTED TO PROVIDE PROTECTION OF ENTIRE BRANCH CIRCUIT GRADE I I CSF I I LVNAI II I GE LING MTD. L IGHT TO BE INSTALLED, PROVIDE J -BOX FOR OPT. FAN OPT. SLID I`' I GLASS DOOD1%, POWER COMPANY TRANSFORMER PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2 DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 01 CU, 1 0(o CU GND 2'' CONDUIT OR PROVIDE f'3 02/0 AL, 1 #'4 AL GNP IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT v OVERHANG.) COM51NATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/5" DIA X 8 FT LONG COPPER CLAD GROUND ROD - -- 11111_ NOT TO SCALE. GENERAL NOTES. A. ELECTRICAL MATERIALS AND INSTALLATIONS $HALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REOU IREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN (UNLESS NOTED OTHERWISE. A R C H I T E C T S Design Group,,. .1 N. RONALD REAGAN I3LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwrw.abdesigngroup.com AA #: 0003325 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE002) HOUSE PLAN: 1756 MODEL LOAD INFORMATION VA 1758 SQPT GENERAL LIGHTING X3 VA PER 9QFT 5288 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 32968 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 407. 22968 VA x .4 9188 TOTAL NET GENERAL. LOAD � 19188 4 TON HEAT PUMP#1 28 AMPx 240 VA- 8720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA- --- 10 KW ELECTRIC HEAT AT 65% 8500 5 KW ELECTRIC HEAT AT 86% < --- NET GENERAL LOAD 19188 NET TOTAL HEAT 1'3220 TOTAL LOAD 82408 H CALCULATED LOAD FOR SERVICE 32408 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 0(o CU GND 2'' CONDUIT OR PROVIDE f'3 02/0 AL, 1 #'4 AL GNP IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT v OVERHANG.) COM51NATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/5" DIA X 8 FT LONG COPPER CLAD GROUND ROD - -- 11111_ NOT TO SCALE. GENERAL NOTES. A. ELECTRICAL MATERIALS AND INSTALLATIONS $HALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REOU IREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN (UNLESS NOTED OTHERWISE. A R C H I T E C T S Design Group,,. .1 N. RONALD REAGAN I3LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwrw.abdesigngroup.com AA #: 0003325 SVEDIV. & LOT: TUSCA PLACE NORTH LOT X34 PROJECT# 02108.004 M0 DEL: "1756)) GARAGE SWINGE: LEFT PACE: ELECTRICAL PLAN ARCHITECT. STATE OF FLORIDA D E: 04/27/12 SCALE: 1/4"3=11-0)" SHEET ©Fr:::�' w V � � W < H �. J W � � C,a Ova q 7 cp-.. SVEDIV. & LOT: TUSCA PLACE NORTH LOT X34 PROJECT# 02108.004 M0 DEL: "1756)) GARAGE SWINGE: LEFT PACE: ELECTRICAL PLAN ARCHITECT. STATE OF FLORIDA D E: 04/27/12 SCALE: 1/4"3=11-0)" SHEET ©Fr:::�' A R C H I T E C T S oOrDesign Groupinc. .441 N. RONALD REAGAN BLVD. Design nj C' N BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU133DIV. & 'LOT: TUSCA PLACE NORTH LOT #34 P3ROJECT# 02108.004 MODEL.: "1756" GARAGE 8 LEFT PAGE: MECHANICAL PLAN J ARCHITECT* STATE OF FLORIDA APR U12012 CANTWELL 1012079 04/27/12 scAz-m-. 1/4"=1'-0 :SHEET 7 �� Ll 0 � (L n S4 <1 A SU133DIV. & 'LOT: TUSCA PLACE NORTH LOT #34 P3ROJECT# 02108.004 MODEL.: "1756" GARAGE 8 LEFT PAGE: MECHANICAL PLAN J ARCHITECT* STATE OF FLORIDA APR U12012 CANTWELL 1012079 04/27/12 scAz-m-. 1/4"=1'-0 :SHEET 7 �� i R C H I T E 77 40 4/Design Group,„c L N. RONALD REAGAN B LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 uww.abdesigngraup.can AA #: 0003325 SUBDIv. & IAT: TUSCA PLACE NORTH LOT X84 PROJECT# 0210►8.004 MODEL: "1"756, GARAGE I3W13STG: LEFT FACE: MECHANICAL PLAN SAWGRASS BAY ARCHITECT - STATE OF FLORIDA APIR 3 261 DAT&. 04/27/12 SHEET OF o Q A rj m cj Cv i.(1 SUBDIv. & IAT: TUSCA PLACE NORTH LOT X84 PROJECT# 0210►8.004 MODEL: "1"756, GARAGE I3W13STG: LEFT FACE: MECHANICAL PLAN SAWGRASS BAY ARCHITECT - STATE OF FLORIDA APIR 3 261 DAT&. 04/27/12 SHEET OF I R C H 1T E C TS ,I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 SVBDIV. & IAT: TUSCA PLACE NORTH LOT #34 PROJECT# 02108.004 MODEL: "1"756" GARAQE SWING: LEFT PAGE: CABINET LAYOUT ARCHITECT. STATE OF FLORIDA JAM_E� CANTWELL A , W NO 12b79 PRINT DATE: 04/'2'7 f12 SCALE: 1/4"=V-0)$ W J u o q m u g n m � 61IVA SVBDIV. & IAT: TUSCA PLACE NORTH LOT #34 PROJECT# 02108.004 MODEL: "1"756" GARAQE SWING: LEFT PAGE: CABINET LAYOUT ARCHITECT. STATE OF FLORIDA JAM_E� CANTWELL A , W NO 12b79 PRINT DATE: 04/'2'7 f12 SCALE: 1/4"=V-0)$ (1) *a REBAR VERTICALLY W/ GONG. POUR CELL R-4.1 INSULATION TEXTURED FINISH r IL 4l S' CMU ry ln' CtYP. WL. BD. WOOD BASE O I I r a ' .�4a�'-,--yam..-+.-•.,--+ . ° a a. .15 4' CONC., REINF. W/ b'xb" *10 WWM ON q (P -MIL POLY ETHYLENE VAPOR 4°• BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATMENT SHALL BE BORA-CARE 4' g' 4" (2) *5 REBAR ON CHAIRS 1 -STORY FOOTING 1 W BLOCK WALL SCALE_ 1/2'-1'-0' 4' GONG, RE INF. W/ b'xb' *10 WWM ON 6 -MIL POLY ETHYLENE VAPOR E 4' BARRIER ON WELL -COMPACTED U 82 CLEAN TERMITE TREATEMENT SHALL B(1) J 1�B,4R% CHAIRS � THICKEN EDGE SCALES 1/2'-1'-0' m a 4 wi 4' CONC, RE INF. W/ &a'xb' 410 WWM ON 6 -Mil. POLY ETHYLENE VAPOR 4' 4' BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE GARAGE STEP-UP ��, NON-BEARING SCALE: 112'-I'-0' GRADE Bl A. 4' CONC, RE INF. W/ b'xB' NIO Wl" ON q b -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL 4' 6'8" 4" BE SORA -CARE 2'-0' 41 *5 REBAR ON CHAIRS �E�jE PADfi PA° D POURED LINTEL CONT. (TYP-) ;r s" GMU FILLED CELL (TYP-) 2X WALL FRAMING (4) VXT' ANCHOR DOLTS or (4) VXT' J -BOLT& MIN 5' EMBEDMENT W/ 2'X2'X1/8' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. ISLEEVEP ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 1 � BLOCK WALL CONNECTION scALE: 1n' -r-0' (1) *5 REBAR SET IN SIMPSON HIGH ` STRENGTH EPDXY "I" EMBED. MIN lz 4' CONC, REINF. W/ b'xb' MO WWM ON 4'' < 4 (P -MIL POLY ETHYLENE VAPOR + BARRIER ON WELL -COMPACTED °' • +� CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE TYP. RETROFIT FOR A OMITTED DOWELS !✓GALE- 112"-1'-0' SECURE m -r. PLATE TO BLK W/ " ANCHOR BOLT W/ 2' WASHER 1' EMBED. MIN. 41 32' OC MAX. • * , uq a 4' CONC, REINF. W/ b'xb' *Ua WU.IM ON to -MIL POLY ETHYLENE VAPOR Z BARRIER ON WELL -COMPACTED CLEAN TERMITE I1�AtEMENt SHALL 4" a" 4" BE BORA-CAI� ,,, f2) *5 REBAR ON CI-IAIR6 1 -STORY FOOTING AT L. B. W. W UPLIFT SCALE: STUDS Ib' O.C. MAX 5 1/2' 9 HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLA5 W/ }' ANCHOR BOLT W/ 2' WASHER T' EMBED. MIN. a 32' OC MAX. a' " • a 4' GONG., REINF. W/ b'x&' *I0 WU.M ON q b -MIL POLY ETHYLENE VAPOR E BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL m 141,8' 4',4', EsE BORA-CARE (2) 05 REBAR ON CHAIRS GARAGE STEP-UP SCALE: 1!2'-r-0' b I' RECESS FOR TRACK FINIS � FINISH FLOOR lil 4. + , .a ° + a . 10 SLAB AT S.G.D. ��,_.-_-••'•-CAULK AND SEAL GAS LINE 1 i' PvC SLEEVE FOR GAS LINE 61s, CMU 1/2' DRYWALL WOOD ;SASE a . 4, a ' a a tl '4 a H El R E3 A GAS LINE THRU BLOCK 16 SCALES I'-1'-0' 'qa .. q I.� o ; ; (2) 115 REBAR A I -STORY SECURE 13T. PLATE TO SLAB W/ }" ANCHOR BOLT W/ 2' WASHER -I' EMBED. MM. ao 32' OC MAX. :a d. 4' CONC, REINF. W/ b'xb' *10 IUIU" I ON if 6 -MIL POLY ETHYLENE VAPOR lu BARRIER ON WELL -COMPACTED u� CLEAN TERMITE TREATEMENT OHALL 4' I'-0' ME BORA-CARE (3) *5 REBAR ON CHAIRS 2 -STORY FOOTING AT L. B. W. SCALE: 5 1/2' + HEAD OF GARAGE VARIES WITH SLOPE SECURE Bt.PLATE TO SLAB WJ ANCHOR BOLT W/ 2' WASHER '1' EMBED. MIN D $2' OC MAX./17071 �77/1 IL 4' GONG, RE NF. W/ b'xb' 010 WJWM ON 6 -MIL POLY ETHYLENE VAPOR z BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL U 4' b' [o' 4" BE BORA-CARE (3)'5 REBAR ON CHAIRS GARAGE STEP-UP STO RYLW.E: 1/2"=1' RECESS FOR GARAGE DOOR 4' CONC, REINF. W/ b"xQi" *10 WJWJM ON da -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (1) *5 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SECURE 15T. PLATE TO SLAB WJ 10d CUT NAILS/ MASONRY NAIL * 32' O.C. MAX e a ° 4' CONC„ REINR W/ b'xb' *10 WILM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED Y_ CLEAN TERMITE TREATEMENT SHALL l�1 4" a" 4" BE !'SORA -CAR!` 1'-4' (2) 03 REBAR ON CHAIRS 1 -STORY FOOTING � B AT L, B. W. W NO -UPLIFT SCALE: I n"■ i'-0' EXTENDED SLAB 1 CURB HEIGHT VARIES 1n' RECESS FOR SERVICE OR 7�_ 4' CONIC, REINF. W/ 6'xb' 010 MM ON b -MIL POLY ETHYLENE VAPOR pBARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BSE BORA-CARE E (2) *5 REBAR ON CHAIRS m SLAB AT GARAGE ►-� SERVICE DOOR SCALE- In'.1'_0' 1� SHOWER RECESS FOOTER TEXTURED FINISH R-11 INSULATION MIN. STUDS Ib' D.C. MAX 112' GYP. WL. W. WOOD BABE ECURE IST. PLATE TD ISLK W/ }' F ANCHOR BOLT W/2' WASHER 'i' EMBED. MIN. * 32" OC MAX. �a i q a . , 'p • ' 4' CONC., REINF. W/ b'xb' *10 WWII ON b -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL PSE BORA-CARE 2= ]= 4' 8' 4' l2) *5 REBAR ON CHAIRS 1 -STORY FOOTING � W FRAME WALL (U *5 REBAR VERTICALLY WJ CONC. POUR CELL (L ( 8' CMU n� CURB HEIGHT VARIES (2); REBAR ON CHAIRS 4' CONIC, REINF. W/ b'x&' MO WIlM ON 2 -STORY + (P -MIL POLY ETHYLENE VAPOR (3) *03 REBAR ON CHAIR'S •BARRIER a ' • (I) *5 REBAR VERTICALLY W/ GONG. OL a' CMU POUR CELL a' GMU �-4 i„ R-4.1 INSULATION BORA-CARE 1n' GYP- WL. BD. a' CMU 1,4'11 S. 1/2" GYP. WL. BD. Z 0 u WOOD BASE Y_ O- m 4' CONC., REINF. W/ fa'xb' *10 WWM ON (P -MIL POLY ETHYLENE VAPOR REBAR WI 10' HOOK CLEAN TERMITE TREATEMENT SHALL +'J, BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL ^ - * TEXTURED FINISH R-11 INSULATION MIN. STUDS Ib' D.C. MAX 112' GYP. WL. W. WOOD BABE ECURE IST. PLATE TD ISLK W/ }' F ANCHOR BOLT W/2' WASHER 'i' EMBED. MIN. * 32" OC MAX. �a i q a . , 'p • ' 4' CONC., REINF. W/ b'xb' *10 WWII ON b -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL PSE BORA-CARE 2= ]= 4' 8' 4' l2) *5 REBAR ON CHAIRS 1 -STORY FOOTING � W FRAME WALL (U *5 REBAR VERTICALLY WJ CONC. POUR CELL (L ( 8' CMU n� CURB HEIGHT VARIES 1 -STORY FOOTING g AT GARAGE SCALE- 1n'-1'-0' (1)'"'3 REBAR VERTICALLY W/ GONG. 4 a • 4' CONIC, REINF. W/ b'x&' MO WIlM ON + (P -MIL POLY ETHYLENE VAPOR 9 •BARRIER a ' • ON WELL -CO I1=D CLEAN TERMITE TREATEMENT SHALL OL a' CMU ' a' GMU �-4 i„ 9 BORA-CARE 1n' GYP- WL. BD. W 1,4'11 S. 4' L (2) *5 REI3AR ON CHAIRS 0 u BARRIER ON WELL -COMPACTED V_4. m 1 -STORY FOOTING g AT GARAGE SCALE- 1n'-1'-0' (1)'"'3 REBAR VERTICALLY W/ GONG. ° 4' CONIC., 1a*EIN1 W/ b'xb' *I¢7 WWJM ON t q 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL ilk BE 150RA-CARE rw w} (3) *6 REBAR ON CHAIRS i1 4' b' 4• U 2 -STORY FOOTING 1 W BLOCK WALL TIE VERTICAL REBAR TO HORIZONTAL R915AR W/ 10" HOOK -GROUTED BOND BEAM I k v, A. I CLEANOUT REQUIRED _L FOR INSPECTION °. .4 0'-0' FIN. FLR. q a (3) "5 REBAR W 2 -STORY (1) 03 VERT. DOWEL a 4 ' a :"' a TIE VERTICAL REBAR a LAPPED Wl 15OND BEAM in Ra+� + a a 16 4L ' PVC CHASE THRU FOOTINCs a ' 4 a• a . TO HORIZONTAL OUTSIDE REBAR TO BE (1) *8 REBAR At CORNERS : ' ° 4.<' REBAR W/ B' HOOK a' ' CONTINUOUS W/ Sb' LAP MIN. • ••+.ate►, ��••a�� •'•q. • 4 EI -STORY IL 4 4'. 8' 4' (2) *B REBAR ON CHAIRS ct1 4 a ' L] 1'-4" 2 -STORY (3) 05 R'E13AR ON CHAIRS 2'-I' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1- STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING C AT LINTEL CORNERSW BLOCK WALL E REINFORCING SCALE: In" -1'-0' SCALE: I/2' - I'-0' SCALE: I/2'-1'-0" TEXTURED FINISH r-- R -Il INSULATION MIN. STUDS lb' O.G. MAX 1/2' GYP. LUL. ISD. WOOD BASE SECURE BST, PLATE t0 SLK W/ ANCHOR BOLT W/ 2' WASHER l" EMBED. MIN. * 32 OC MAX. .a Q, a 8 A. 8 4' CONC., REINF. W/ b'xb' *10 WWII ON 4 : (P -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED °e • CLEAN TERMITE TREATEMENT SHALL BSE BORA-CARE [4- b' (3) *!s REBAR ON CHAIR& ". 2 -STORY FOOTING &W FRAME WALL SCALE: GROUTED BOND BEAM POUR CELL PARIES PER ELEV. R-4.1 INSULATION 9 TEXTURED FINISH OL a' CMU ' a' GMU �-4 i„ 9 CURS HEIGHT VARIES 1n' GYP- WL. BD. W , ° 4' CONC, FREINF. W/ b'xb' *10 l4UIM ON 6 -MIL POLY ETHYLENE VAPOR WOOD BASE ° 4' CONIC., 1a*EIN1 W/ b'xb' *I¢7 WWJM ON t q 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL ilk BE 150RA-CARE rw w} (3) *6 REBAR ON CHAIRS i1 4' b' 4• U 2 -STORY FOOTING 1 W BLOCK WALL TIE VERTICAL REBAR TO HORIZONTAL R915AR W/ 10" HOOK -GROUTED BOND BEAM I k v, A. I CLEANOUT REQUIRED _L FOR INSPECTION °. .4 0'-0' FIN. FLR. q a (3) "5 REBAR W 2 -STORY (1) 03 VERT. DOWEL a 4 ' a :"' a TIE VERTICAL REBAR a LAPPED Wl 15OND BEAM in Ra+� + a a 16 4L ' PVC CHASE THRU FOOTINCs a ' 4 a• a . TO HORIZONTAL OUTSIDE REBAR TO BE (1) *8 REBAR At CORNERS : ' ° 4.<' REBAR W/ B' HOOK a' ' CONTINUOUS W/ Sb' LAP MIN. • ••+.ate►, ��••a�� •'•q. • 4 EI -STORY IL 4 4'. 8' 4' (2) *B REBAR ON CHAIRS ct1 4 a ' L] 1'-4" 2 -STORY (3) 05 R'E13AR ON CHAIRS 2'-I' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1- STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING C AT LINTEL CORNERSW BLOCK WALL E REINFORCING SCALE: In" -1'-0' SCALE: I/2' - I'-0' SCALE: I/2'-1'-0" TEXTURED FINISH r-- R -Il INSULATION MIN. STUDS lb' O.G. MAX 1/2' GYP. LUL. ISD. WOOD BASE SECURE BST, PLATE t0 SLK W/ ANCHOR BOLT W/ 2' WASHER l" EMBED. MIN. * 32 OC MAX. .a Q, a 8 A. 8 4' CONC., REINF. W/ b'xb' *10 WWII ON 4 : (P -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED °e • CLEAN TERMITE TREATEMENT SHALL BSE BORA-CARE [4- b' (3) *!s REBAR ON CHAIR& ". 2 -STORY FOOTING &W FRAME WALL SCALE: BE BORA-CARE A. q' a 4 ° (3) 06 REBAR ON CHAIR& 4' b' &1 T A Y I. -S. 2 -STORY FOOTING A AT GARAGE SCALE: 1/2"- I'-0' 14 NOT USED GROUTED BOND BEAM (1) *5 REBBAR VERTICALLY PARIES PER ELEV. A: f�r W/ CONC. POUR CELL OL a' CMU ' ° w CURS HEIGHT VARIES Q W , ° 4' CONC, FREINF. W/ b'xb' *10 l4UIM ON 6 -MIL POLY ETHYLENE VAPOR HORIZONTAL BARRIER ON WELL -COMPACTED m �TO REBAR WI 10' HOOK CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE A. q' a 4 ° (3) 06 REBAR ON CHAIR& 4' b' &1 T A Y I. -S. 2 -STORY FOOTING A AT GARAGE SCALE: 1/2"- I'-0' 14 NOT USED HORIZONTAL/VERTICAL REINFORCING AT p BEARING CHANGE SCALE: Ill' -1'-0' A R C H !TEC T S G Design ra U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 GROUTED BOND BEAM PARIES PER ELEV. A: OL i' ' ° w TIE VERTICAL REBAR _ , ° " HORIZONTAL �TO REBAR WI 10' HOOK +'J, VARIES PER ELEv. GROUTED BOND !SEAM a LuN ,4 q: 4 a ,a. , a lk J..A CLEANOUT REQUIRED 41 * FOR INSPECTION z O � 4• h u °OL 0'-0" FIN. FLR. .'j 4 + N co ° TIE VERTICAL REBAR q °-0 +. " • TO HORIZONTAL a REBAR W/ 8' HOOK R �IN HORIZONTAL/VERTICAL REINFORCING AT p BEARING CHANGE SCALE: Ill' -1'-0' A R C H !TEC T S G Design ra U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 SUDDIV. ale LOT: TUSCA PLACE NORTH LOT X34 PROJECT# 02108.004 MODEz.6; 1"756" GARAGE SWING: LEFT PACER: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT - STATE OF FLORIDA DATE: 04/27/12 rSi +CAeILM: 1/4 P$=f- 0" SHEET owl a_rl_e t -D w t r44' LuN � O q u N co R �IN SUDDIV. ale LOT: TUSCA PLACE NORTH LOT X34 PROJECT# 02108.004 MODEz.6; 1"756" GARAGE SWING: LEFT PACER: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT - STATE OF FLORIDA DATE: 04/27/12 rSi +CAeILM: 1/4 P$=f- 0" SHEET owl a_rl_e t -D P,4NEL 4NCHOR SEALANT SEALANT 3/a" -EXPANSION STRIP FREE OF MORTAR PANEL ANCHOR 1/4" EXP. BOLT TUUO PER ANCHOR UJALL FR,4ME SHOWN HERE --_ FOR ILLUSTRATIVE PURPOSES ONLY. UU,4LL FRAMING CAN BE CONCRETE, MASONRY, UUOOD STEEL OR ANY OTHER STRUCTURAL SURROUND D PANEL ANCHOR STYLE CONSTRUCTION SECURE 2x& MIN. TO SLK W/ (2) V ANCHOR BOLT W/ 2' WASHER SET IN BIMP30N HIGH STRENGTH EPDXY 4' EMBED. SECURE 2x4 ON FLAT TO SLK W/ CUT NAILS. 2X(o GARAGE DOOR BUCK W/ (3) jl�'XS" J -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'XY& WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. 1-2X(F Pt FLOCK 0 CENTER OF DOOR HEADER W91) VXV J -BOLTS 4' EMBEDMENT W/ 2'X211XYa' WASHER AND NUT 0 GARAGE DOOR BUCK ATTACHMENT SCALE: 1/2'-V-0' 8 NOT USED LINTEL PLATE -- 3/5" EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO BE MIN. 1/2 ` DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS BLOCK NOTE: THIS DIMENSION IS DETERMINED LY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLA55 BLOCK, PANEL REINFORCING m EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2) 1-1/4" 5-4 HEX UU,45HER HE,4D UUITH ANTI -CORROSIVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE TYPE S OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL RE INFORIN G - 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)12d0EA. UPRIGHT 2X4 SECURED TO GAEILE ENG W/(2)12d (o" -S" Q.G. ' L-30 +� GABLE BLOCKING TRUSS 2x4 BLOCKING * EA. RAFTER L-30 EA. RAFTER 142.5 EA. RAFTER 2x4 RAFTER 24' O.C. 2x4 FRAMING (TYP) FRAMED OVERHANG 2X4 DBL TOP PLATE 2x4 METAL STUD 24" O.G. 1/2" DRY WALL 2X4 16'O.C. MAX 2 X 4 PT. ` 5T. PLATE 112, MIN. T�EM5EDMENT 2' DIA. WASHER 32' O.C. MAX 05 RE5AR CONT. WO 0 D FRAME TO BLK. SCALE: 1/21-11-01 SPARK ARREST T-4 1/2 PER MANUFACTURER 1X2 PT. TOP OF BOX — P15L. TOP PLATE 2X4 STUD v II II II TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON O.S.P. SHEATHING OR �" GDX PLYWOOD PRE. ENG. TRUSS 1 AN PLVIEW SCALE: 1/2 SIMPSON H-5 (MIN.) 0 2X4 TO TRUSS PRE. ENG. TRUSS-----�j SP4 OR H-5 TOP PLATE TO STUDS '-0" ABv. 10'-0' LEVEL TO ROOF >R V-0' ABv. HIGHEST RIDGE WITHIN 10'-0' SIMPSON H-5 (MIN.) 2X4 TO TRU55 CHIMNEY DETAILS SCALE: 1/2"=1'-0' PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS 1S' O.C. MAX SIMPSON LSTA-12 m EA. JACK STUD, 50TH SIDES OF OPENING. 2x STUDS -0 IV' O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J' OF WINDOW/ DOOR OPENING AND SI=CURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPI=CIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY m A TIME. USE 126 NAILS, TWO WITHIN (o' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SP4 OR H5 a TOP AND BOTTOM PLATES w EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK I' -4' M M. FROM 2ND KI Q I IN;= TYP. EXTERIOR WINDOW/ rJ DOOR OPENING WD FRAMED SCALE: NAILINC46 CHEC>IJLE ROOF DIAPHRAGM USE 1/1(a" O.S.B. OR 1/2" CDX PLY WITH 08 RING SHANK GUN NAILS AT 4" O.G. AT SUPPORTED PANEL EDGES AND *8 RING SHANK GUN NAILS AT (o' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *S GUN NAILS a 4' O.C. EXTERIOR SHEATHING USE 1/16'0.5Z. OR 1/2" PLY WITH "S RING SHANK GUN NAILS AT &" O.C. AT PANEL SIDES AND *S RING SHANK GUN NAILS 4" O.G. TOP 4 150TTOM PANEL AND °8 RING SHANK GUN NAILS AT 6' O.C.AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL 5E PERMITTED A8 AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAIL RE QU I REMENT5 SIZE HEAD LENGTH DIA. TENSILE STR 8d ROUNP IODIFIED I -1/8' .113 170)000 WITHIN V OF EACH OR T END AND 16' O.C. MAX SPACING. 10d ROUNPrODIFIED 21/5" .128 1-10,000 OR T TOP CORD BLOCKING AT 4' �r O.C. MAX. IN FIRST 2 FRAMING ° SPACES AT EACH END. -�-' NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAL I 4 TOOL ASSOCIATION 1 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATH INGQ 2 RING DIAMETER OF 0,012 OVER SHANK DIAMETER 3 19, TO 20 RINGS PER INCH � 4 0,280 INCH FULL ROUND HEADDIAMETER 5 2 INCH NAIL LENGTH 6 0 ROGF &HE ATH ING LA ---OUT I. BUILD ING LENGTH ,AND ENF,)WAL.L 5RAC INS FOR G A5LE END SRAM ING SECURE 2x TO BLOCK W/ (2) j" TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 J') � a WITHIN V OF EACH END AND 16' O.C. MAX SPACING. " O.S.B. SHEATHING OR-� ' CDX PLYWOOD 2x4 BLOCKS ' CMU WALL ARCH WINDOW FRAME SECTION SCALE: 1/2'= I' -0' NOTE: TYP. EXT. 5HEATHINC-4 ATTACHMENT FOR SHEAR 4 UPLIFT (0.8.5. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT 'm OPENINGS *S RING $HANK GUN NAILS * 4' O.G. TO1=' 4 5070M EDGE ° ° io ° w PREF `- 't TRU° �/1fo.1 2x4 eTM. PLA' MTg PRE`��'"•3! � 1 li-.�1'•.".-v TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16" O.C. -I/1fo' OS.P. 1/2' A.B. W/ MIN, 1' EMBEDMENT LOCATE (o" -S' FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 8"' CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: I/2' ■ 1' -0" ME I 2X4X4' SECURE TO TRUSS W/ 3-126 5' O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d - SECURE TO BLK W/ META -16 2'-0" EXT: SCALE: 1/2"=V-0' C *S RING SHANK GUN NAILS h" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) *S 2" DECK SCREWS 6'-8' O.G. MAX 0 EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T 4G SUS -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS SE PRE -ENG. TRUSS --� DBL. 2X TOP PLATE 14 2X BLOCKING TOP OF -1/1611 O.B.P. 2X STUDS 16" O.C. MAX. 2 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2X4 a TOP 4 BOTTOM CONT. HETA-116 BLK. WALL .00 CONTINUOUS SHEATHING TO 5EGIN AT TOP OF BLK. W/ I/4' GAP FROM BLK. TO 0.3.1'3. HORIZONTAL 2X S.P. STRUCTURAL BLOCKING AT PERIMETER OF O.B.M. TO PROVIDE CONT. NAIL PATTERN Q REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING 0 TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16, FROM SHEET BELOW (�5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS g4EXT. WALL SHEATHING SCALE: A R C H IT E C TS 04GDesign rO u p I nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU 3DIV. 8c IAT: TUSCA PLACE NORTH LOT #34 PRIDJECT# 02108.004 ]!MODEL.. 1( 50�� GARAGE SWING: LEFT PACE: misc. DE'T'AILS ARCHITECT. STATE OF FLORIDA 1 17 DM— : Cl4/2' 0 SCALE: 1/4"=1,_0" SHEET a w w 4 Q d v o � Ca q a) SU 3DIV. 8c IAT: TUSCA PLACE NORTH LOT #34 PRIDJECT# 02108.004 ]!MODEL.. 1( 50�� GARAGE SWING: LEFT PACE: misc. DE'T'AILS ARCHITECT. STATE OF FLORIDA 1 17 DM— : Cl4/2' 0 SCALE: 1/4"=1,_0" SHEET FIC ERGLA55 5HINGLE5 OVER *1E FELT P,4PER ON 0.5.5. SHEATHING OR: CDX PLYLJOOD SECURED PER NAILING SCHEDULE PRE - ENG TRU55 MTL. DRIP EDGE 2x4 SU5-8,4ND VENTED ALUM. SOFFIT EMBED, STRAP VERIFY W/ TRUSS PL14N r/a" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY WOOD CONSTRUCTION a , 'PEE ENERGY CODE FORMS -OR INSULATION R- VALUES. " GYPSUM 50ARD OR ? H IGH ►TRENGTH CLG. 50ARD :ONC. FILLED LINTEL SLK. J/ (1) #5 iREBAR CONTINUOUS 'RECAST LINTEL BATT. INSUL. JINDOI.I.J ATTACHMENT A5 PER MANUFACTURES SPECIFICATIONS PRECAST SILL 0) 05 RECAR VERTICALLY W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS e 1(0" O.C. S" CMU 1/2" GYP. UJL. 8D. .M WOOD BASE 1- STORY B LO C K WALL SCALE: 3/4"=l'-0" —7/1(0" O.aa OR J" CDX ,— T'rvEK BU ILD INCA UJR,4P FORT11=15ER 5LDG PAPER GALV'D MTL. LATH r1/5" TEXTURED FINISH 6 WOOD /—,/a" TO 5/a" MID WALL WEEP SCREED --- /8" TEXTURED FIN15H e MASONRY WEEP SCREED DETAIL WOOD TO BLOCK -CONNECTION SCALE: 1 1/2"=1'-0" FICERGLASS SHINGLES OVER 015 FELT PAPER ON 0.5.8. SHEATHING OR° CDX PLYWOOD SECURED PER NAILING SCHEDULE P.T. 1x2 W/ MTL_ DRIP EDGE 2x4 5U5-15AND ALUM, SOFFIT 6TIFF5ACK AT ALL UPRIGHTS OvER 4'-10" NIGH (SEE SEALED ENG. FOR 51ZE 4 CONDITION.) 0.5.8. SHEATHING OR° CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 -I/5" THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALVD METAL LATH ON FORTIFICER JUMSOTEX GRADE "D" PAPER OVER T`YvEK 5U ILD ING WRAF (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED (SEE DETAIL 2) SECURE G,45LE TO 2x(o P.T. PLATE W/ 126's 5" O.C. MAX SECURE 2x& PT. PLATE TO CLK W/ 2"xe" ANCHOR COLT W/ 2" WASHER SET IN 51MP50N H IGH STRENGTH EPDXY -1" EM5ED. MIN. 'a 32" OC MAX. 5/8" THICK, 3 COAT PORTLAND CEMENT FL,45TE R APPL I ED DIRECTLY TO MASONRY SCALE: I'm 1'- 0' 2X4: CM SECURE TO 5LOCK W/ 3/0 TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EM5EDMENT 1)/4') WITHIN a' OF EACH END 4 IS, O.C. MAX SPACING. 2X&. NOTE= STRUCTURAL 2X MUST SECURE TO BLOCK W/2-si(�," TAPCONS OR DRIVE PIN a' CMU TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 5E ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 )6' DRYWALL THROUGH NON -;STRUCTURAL MIN. HEAD SIZE .300 MIN. Em5EDMENT 1 Y4') I'X4' OR I`X2" P.T. NAILER MIN. HEAD SIZE 300 3/(,,'TAPCON MIN. I Y4" MIN. EMBEDMENT I Y4')EM5EDMENT WITHIN a' OF EACH END 4 IS' O.G. MAX SPAC ING. 1x4 P.T. OR %'X4" MIN. SECURE MIN. EMBEDMENT I Y4`) WITHIN 8' OF EACH ENj�k WITHIN 8' OF EACH END 4 EMPEDMENT INTO BLOCK. WITHIN 8' OF EACH END 48' THRU FRAME 4 EXTEND 1 Yd' 18" O.C. MAX SPAC INC' 15, O.C. MAX SPACING. la" O.C. MAX SPACING. CMU 18' O.C. MAX SPACING.,*Wg,'O.S.5.X4'MIN. INTO 5LOCK W/ 3V TAPCONS 2Xa: ®` $' CMU 1'X4" OR 1'X2' P.T. NAILER ,DRYWALL DRYWALL OR DRIVE PIN (MIN. SHANK SIZE .145'DOOR I'X4' OR 1'X2' P.T. NAILER (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .14ra MIN. HEAD SIZE .300 DOOR CASING MIN. HEAD SIZE 300 " �— POOR JAMS OR WINDOW MIN. EMBEDMENT 1-Y4` ATTACH TO 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN a" OF EACH END 4 IES" MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4") DOOR JAMB O.G. MAX SPACING �1 WINDOW T4 BLOCK +1-1/2 DOOR CASING TO BLOCK +1-15/16" DOOR JAMS OR WINDOW ATTACH TO 2X PER (MIN. SHANK SIZE .145 MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUM5 JAMS (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3/4 OR +5/4 SCALE: I'm 1'- 0' 2X4: CM SECURE TO 5LOCK W/ 3/0 TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EM5EDMENT 1)/4') WITHIN a' OF EACH END 4 IS, O.C. MAX SPACING. 2X&. NOTE= STRUCTURAL 2X MUST SECURE TO BLOCK W/2-si(�," TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 5E ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON -;STRUCTURAL MIN. HEAD SIZE .300 MIN. Em5EDMENT 1 Y4') THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 3/(,,'TAPCON MIN. I Y4" MIN. EMBEDMENT I Y4')EM5EDMENT WITHIN a' OF EACH END 4 IS' O.G. MAX SPAC ING. MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y4`) WITHIN 8' OF EACH ENj�k WITHIN 8' OF EACH END 4 EMPEDMENT INTO BLOCK. WITHIN 8' OF EACH END 48' a' CMU 18" O.C. MAX SPAC INC' 15, O.C. MAX SPACING. la" O.C. MAX SPACING. CMU 18' O.C. MAX SPACING.,*Wg,'O.S.5.X4'MIN. a' CMU 2Xa: ®` $' CMU 1'X4" OR 1'X2' P.T. NAILER ,DRYWALL DRYWALL SECURE TO BLOCK W/2-�.6' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145'DOOR I'X4' OR 1'X2' P.T. NAILER (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 DOOR CASING MIN. HEAD SIZE 300 " �— POOR JAMS OR WINDOW MIN. EM3:3EDMENT 1)/4') ATTACH TO 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. Ia' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/,2" �1 WINDOW T4 BLOCK +1-1/2 SCALE: 1" ■ 1' -0" 1 -STORY GABLE yBLOCK WALL A SCALE: 3/4"=1'-Ol" 2X4: CM SECURE TO 5LOCK W/ TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EM5EDMENT I Y4') WITHIN 8' OF EACH END 4 18" O.G. MAX SPACING. � BLOCKING BETWEEN U85E5 ,AT 4'-0" O.C. (,AT EATH ING SEAMS) :E -ENG GA5LE TRU55 4 NAILER )NT. 2x4 RAT RUN SECURED (2)126's e EACH TRUSS 15E INSTALLED 's MID. )INT OF TRU55 SPAN, OR -0" O.C. MAX. E ENERGY CODE FORMS P INSULATION R -VALUES. :4,'PSUM 50ARD OR 's 4H STRENGTH CLG. )ARD )NC. FILLED LINTEL 8LK (1) 05 R'ECAR CONTINUOUS 4.1 BATT. IN5UL. RECAST LINTEL 'IDOW ,ATTACHMENT ,45 =R MANUFACTURES 'ECIFICATION5 RECAST SILL 'S� RECAiR VERTICALLY LONG. FOUR CELL P.T. FURRING STRIPS1(0" O.C. CMU GYP. UJL. 81). )OD SASE 2X(b: SECURE TO IBLOCK W/2 -%v' NOTE= STRUCTURAL 2X MUST NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 5E ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 LSE ON OUTSIDE 4 SECURED THROUGH NON -;STRUCTURAL MIN. HEAD SIZE .300 MIN. Em5EDMENT 1 Y4') THROUGH NON-STRUCTURAL MIN. HEAD SIZE .300 3/(,,'TAPCON MIN. I Y4" MIN. EMBEDMENT I Y4')EM5EDMENT WITHIN a' OF EACH END 4 IS' O.G. MAX SPAC ING. %' TAPCON MIN. I Ya' MIN. EMBEDMENT I Y4`) WITHIN 8' OF EACH ENj�k WITHIN a' OF EACH END 4 EMPEDMENT INTO BLOCK. WITHIN 8' OF EACH END 48' a' CMU 18" O.C. MAX SPAC INC' EM5EDMENT INTO IBLOCK. la" O.C. MAX SPACING. CMU 18' O.C. MAX SPACING.,*Wg,'O.S.5.X4'MIN. 2Xa: ® SECURE TO BLOCK W%I" $' CMU 1'X4" OR 1'X2' P.T. NAILER ,DRYWALL 2xa: ®1'x4" SECURE TO BLOCK W/2-' P.T. X 4" MIN. (MIN. SHANK SIZE .145'DOOR OR VX2' P.T. NAILER TAPCONS OR DRIVE PIN MIN. HEAD SIZE .300 !DOOR (MIN. SHANK SIZE .145DOOR CASING MIN. MEAD SIZE 300DOOR JAMS OR WINDOW MIN. EMBEDMENT I Y4')' ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPAC ING. TO BLOCK +2 144" NOTE. SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-15/1,6" �� WIND_OW TO BLOCK +1-15/16" SCALE: 1' -1'-0' 2X4: CM SECURE TO 5LOCK W/ 3%6' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4`) WITHIN a' OF EACH END 4 18" O.C. MAX SPAC ING. 2x&: CM SECURE TO BLOCK W/2-%' NOTE= STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 5E ON OUTSIDE 4 SECURED MIN. EMBEDMENT 1 Y4') LSE ON OUTSIDE 4 SECURED THROUGH NON -;STRUCTURAL MIN. HEAD SIZE .300 MIN. Em5EDMENT 1 Y4') ATE: STRUCTURAL 2X MUST N WITHIN a" OF EACH END < 3/(,,'TAPCON MIN. I Y4" MIN. EMBEDMENT I Y4')EM5EDMENT WITHIN a' OF EACH END 4 IS' O.G. MAX SPAC ING. 5E ON OUTSIDE 4 SECURED INTO BLOCK. WITHIN 8' OF EACH ENj�k WITHIN a' OF EACH END 4 THROUGH NON-STRUCTURAL 2X6: ® a' CMU 18" O.C. MAX SPAC INC' EM5EDMENT INTO IBLOCK. la" O.C. MAX SPACING. �' DR'Y'WALL 2Xa: ® SECURE TO BLOCK W%I" $' CMU 1'X4" OR 1'X2' P.T. NAILER TAPCON$ OR DRIVE I� MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4`) P.T. X 4" MIN. (MIN. SHANK SIZE .145'DOOR MIN. r=m5EDMENT 1 Y4') CASING MIN. HEAD SIZE .300 !DOOR JAMS OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN S' OF EACH EN MANUFACTURE$ DETAILS. IS' O.C. MAX SPACING. ~.-- DOOR JAMS OR WINDOW NOTE:: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4`) DOOR JAMB TO BLOCK +2 144" WINDOW TO BLOCK +2 1/, SCALE: I"-1'-0' FI5ERGLA55 SHINGLES OVER *15 FELT PAPER ON 1� 0.5.5. SHEATHING OR 2" CDX PLYWOOD SECURED PER NAILING SCHEDULE MTL. DRIP EDGE 2x4 5U8-5AND ALUM. SOFFIT 5TIFF5AGK AT ALL UPRIGHTS OVER 4' -loll HIGH ( SEE SEALED ENG. FOR 51ZE 4 CONDITION.) 0.5.8. SHEATHING OR CDX PLYWOOD. ,ATTACHEI PER NAILING SCHEDULE 0 SHEET D 7/5" THICK, 3 COA PORTLAND CEMENT PLASTEI OVER EXPANDED GALVI METAL LATH ON FORTIF18E1' JUM80TEX GRADE "D" PAPE1 OVER TYVEK GUILDING WRA1 (REFER TO STUCCO SPEC :OR COMPLETE INFORMAT 101,, WEEP 5CIREEI (SEE DETAIL 1 SECURE GABLE TO 2x& P' PLATE W/ 126's 5" O.G. MA, SECURE 2x(o PT. PLATE T� 3LK LJ/ �"x9" ANCHOR COLT U, 2" WASHER SET IN 51MP50 HIGH STRENGTH EPDXY EMCED. MIN. a 32" OC MA; Nal' THICK, 3 C041 PORTLAND CEMENT PLASTER APPLIEC DIRECTLY TC MASONR'T 2X4: SECURE TO IBLOCK W/ 3X[,' TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )Y149 WITHIN a' OF EACH END 4 18" O.G. MAX SPACING. 2X(O: = SECURE TO 5LOCK W/2 -31f6' 1- STORY GABLE W/ VAULT CLG. BLOCK WALL 1 SCALE: 3/411=11-011 TAPCONS OR DRIVE PIN SECURE TO 5LOCK W/ 3/f&' TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 5E ON OUTSIDE 4 SECURED MIN. EMBEDMENT 1 Y4') LSE ON OUTSIDE 4 SECURED MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. Em5EDMENT 1 Y4') ATE: STRUCTURAL 2X MUST N WITHIN a" OF EACH END < THROUGH NON-STRUCTURAL MIN. EM5EDMENT 1 Y4') WITHIN a' OF EACH END 4 IS' O.G. MAX SPAC ING. 5E ON OUTSIDE 4 SECURED 15" O.C. MAX SPACING. %6' TAPCON MIN. 1-Y4' WITHIN a' OF EACH END 4 THROUGH NON-STRUCTURAL 2X6: ® NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN EM5EDMENT INTO IBLOCK. la" O.C. MAX SPACING. SE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 $' CMU TAPCON5 OR DRIVE PIN 3/f8' TAPCON MIN. I Y4" MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4`) ,�" DRYWALL SECURE TO BLOCK W/2-3ifG' MIN. r=m5EDMENT 1 Y4') (MIN. SHANK SIZE .145 1'X4" OR 1'X2' P.T. NAILER TAPCONS OR DRIVE PIN 18" O.C. MAX SPACING. ATTACH TO 2X PER (MIN. SHANK SIZE .145 MIN. HEAD "SIZE 300 DOOR CASING MIN. HEAD SIZE 300 ~.-- DOOR JAMS OR WINDOW MM. EMBEDMENT 1 Y4") ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18" O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4`) DOOR JAMB TO BLOCK +3" JE)WINDOW TO BLOCK +3 SCALE: 2X4: CM SECURE TO 5LOCK W/ 3/f&' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 5E ON OUTSIDE 4 SECURED MIN. EMBEDMENT 1 Y4') THROUGH NON-STRUCTURAL MIN. Em5EDMENT 1 Y4') ATE: STRUCTURAL 2X MUST N WITHIN a" OF EACH END < %6' TAPCON MIN. IY4" WITHIN a' OF EACH END 4 IS' O.G. MAX SPAC ING. 5E ON OUTSIDE 4 SECURED 15" O.C. MAX SPACING. 2X4" ® SECURE TO BLOCK W/1-1/4" V O.C. MAX SPACING. THROUGH NON-STRUCTURAL 2X6: ® NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN 3%6' TAPCON MIN. 1 Y4' SECURE TO 5LOCK W/2-3xk" SE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. TAPCON5 OR DRIVE PIN 3/f8' TAPCON MIN. I Y4" MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4`) MIN. HEAD SIZE 300 DOOR CASING MIN. r=m5EDMENT 1 Y4') (MIN. SHANK SIZE .145 WITHIN a" OF EACH END 4 DOOR JAMB OR WINDOW 18" O.C. MAX SPACING. ATTACH TO 2X PER a' CMU MIN. HEAD "SIZE 300 NOTE: 3441M A3 NEEDED TO PLUMB JAM5 (DO NOT ExCEEP Y4`) DOOR JAMB TO BLOCK +3 3/4" WINDOW TO Sit' DRYWALL MIN. EM5EDMENT 1 Y4") kz` DRYWALL SECURE TO BLOCK W/1-1/4" 1'X4' OR 1"X2" P.T. NAILER WITHIN a' OF EACH END 4 �i(�," O.S.B. X 4" MIN. (MIN. SHANK SIZE .145 `� DOOR CASING 18" O.C. MAX SPACING. MIN. EMBEDMENT I Y4') —DOOR JAMB OR WINDOW 2ND 2X SECURE TO ATTACH TO 2X PER 1a' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB STRUCTURAL MEMi:SER W/(2)12d 2xa: ® BLOCK +3-7/16" C, WITHIN a' OF EACH END 4 6' SECURE TO 5LOCK W/2-3/fb" TO a` O.C. MAX TAPCON5 OR DRIVE PIN (MM. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMS+ OR WINDOW MIN. EMBEDMENT 1 Y4`) ATTACH TO 2X PER WITHIN a' OF EACH END 4 MANUFACTURES DETAILS. 18 O.G. MAX SPACING. d NOTE: SHIM AS NEEDED TO PLUMB JAMB (p0 NOT EXCEED Y4") DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" 1 SCALE. 1"-1'-0' SLOC'KING SETLJEEN a55ES 4'-V O.C. (,AT _ATHING SEAMS) E -ENG Cis,45LE TRU55 NT. 2x4 RAT RUN SECURED W/ (2) IS -v EACH TRUSS SE INSTALLED Q MID, POINT OF ,155 SPAN, OR 101-01, O.C. MAX_ :E ENERGY CODE FORMS )R INSULATION R -VALUES. GYPSUM 50ARD OR 3H STRENGTH CLC. :)ARD 4 NAILED? 4 w 24" O.C. ,w INTERIOR qT= E WALL SNC. FILLED LINTEL SLK. (1) 05 RECAR CONTINUOUS RECAST LINTEL N1 -)OW ATTACHMENT A5 =_R', MANUFACTURES SEC IFICAT IONS RECAST SILL OF;, RECAR VERTICALLY CONC. FOUR CELL ? P.T. FURRING STRIPS 1 G: " C.Q.C. CMU ?" GYP. UJL. CD. )OD 8,A5E 2X4: CM SECURE TO 5LOCK W/Y4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 5E ON OUTSIDE 4 SECURED MIN. EMBEDMENT I Y4') THROUGH NON-STRUCTURAL MIN. Em5EDMENT 1 Y4') WITHIN 8' OF EACH END 4 %6' TAPCON MIN. IY4" WITHIN a' OF EACH END 4 IS' O.G. MAX SPAC ING. 2X4" ® SECURE TO BLOCK W/1-1/4" V O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN 2xa: ® SE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 1"X4' OR 1'X2' P.T. NAILER (MIN. SHANK SIZE .145 3/f8' TAPCON MIN. I Y4" MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4`) MIN. HEAD SIZE 300 DOOR CASING MIN. r=m5EDMENT 1 Y4') EMBEDMENT INTO BLOCK. WITHIN a" OF EACH END 4 DOOR JAMB OR WINDOW 18" O.C. MAX SPACING. ATTACH TO 2X PER 8" CMU IVO.C. MAX SPACING, NOTE: 3441M A3 NEEDED TO PLUMB JAM5 (DO NOT ExCEEP Y4`) DOOR JAMB TO BLOCK +3 3/4" WINDOW TO 2X8: ® kz` DRYWALL SECURE TO BLOCK W/1-1/4" iVX4' OR 1'X2' P.T. NAILER TAPCON3 OR DRIVE PIN �i(�," O.S.B. X 4" MIN. (MIN. SHANK SIZE .145 `� DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') —DOOR JAMB OR WINDOW WITHIN a' OF EACH END 4 ATTACH TO 2X PER 1a' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" 2X4: CM SECURE TO 5LOCK WIY4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH ENC 18' O.C. MAX SPACING. 2X6: SECURE TO 51-OCK W/ SCALE: 1"=1'-0' TAPCON$ OR DRIVE PIN u NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 N, 5E ON OUTSIDE 4 SECURED MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. Em5EDMENT 1 Y4') %6' TAPCON MIN. IY4" WITHIN a' OF EACH END 4 EM5EDMENT INTO BLOCK. V O.C. MAX SPACING. a" CMU 2xa: ® h' DRYWALL SECURE TO 5LOCK W/1-1/4' TAPCONS OR PRIME PIN 1"X4' OR 1'X2' P.T. NAILER (MIN. SHANK SIZE .145 1" P.T. X 4" MIN. MIN. HEAD SIZE 300 DOOR CASING MIN. r=m5EDMENT 1 Y4') WITHIN a' OF EACH END 4 DOOR JAMB OR WINDOW 18" O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 3441M A3 NEEDED TO PLUMB JAM5 (DO NOT ExCEEP Y4`) DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 3/4" SCALE: I"-1'-0" A R C H I T E C T S Design Group Inc. 1441 N. HUNALU KtAUAN t5LVU. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroulp.com AA #: 0003325 sV133DIV. & LOT: TUSCA PLACE NORTH LOT X34 PROJECT# 02108.004 MODEL.- " 1756 ODEL»"1'56 GARAGE SWING: LEFT PAGE: MONOLITHIC 1- STORY WALL SECTIONS & NOTES ..j ARCHITECT - STATE OF FLORIDA A "", '31 JUN JAM O)INTWELL AE NO 12079 so PRINT DATE: 04/27/12 SCALE: 1/4 =1' —0$) SHEET D 3 0 3 N, O w w d C, d z u w <1 A sV133DIV. & LOT: TUSCA PLACE NORTH LOT X34 PROJECT# 02108.004 MODEL.- " 1756 ODEL»"1'56 GARAGE SWING: LEFT PAGE: MONOLITHIC 1- STORY WALL SECTIONS & NOTES ..j ARCHITECT - STATE OF FLORIDA A "", '31 JUN JAM O)INTWELL AE NO 12079 so PRINT DATE: 04/27/12 SCALE: 1/4 =1' —0$) SHEET D 3 0 3 FIBERGLASS SHINGLES OVER 015 FELT PAPER ON O.S.B. SHEATHING OR CDX PLYWOOD SECURED PER NAILING SCHEDULE PPE - ENG TRU55 MTL. DRIP EDGE 2x4 SUB -BAND VENTED ALUM. 5OFF- I T DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS Ir O.S.B. SHEATH INCA OR 2" CDX PLYWOOD. ATTACHED PER N,41L ING SCHEDULE ON SHEET D5. ,`/8" THICK, 3 COAT PORTLAND CEMENT PLASTER OVE1;;� EXPANDED GALV'D METAL LATH ON FORTIF15E ., JUMBOTEX GRADE "D" PAPER OVER TYVEK BU ILD ING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-0" MIN. FROM 2ND FLR LINE 2x4 CONT. a TOP ,4ND BT. OF FLR TRUSS ( TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED _ IEEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRU55 PLAN Na" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY►`" 2 -S'T'ORY FIRST FLOOR BLOCK SECOND FLOOR FRAME SCALE: 3/4"=1'-0" 2x STUDS s 16" O.G. MAX W/ R-11 BATT. INSUL. MIN. " T 4 G 5U5FL00R GLUED AID NAILED AS PER NAILING SCHEDULE PRE -ENG FLOOR TRUSS SIMPSON HETA-16 EMBED. STRAP 6 32" O.C. MAX VERIFY W/ TRUSS PLAN " GYPSUM 5014R'.D OR 2" HIGH STRENGTH CLC%. 504RD EE ENERGY CODE FORMS OR INSULATION R -VALUES. " GYPSUM BOARD OR° IIGiH STRENGTH CLG, BOARD WIST STRAP VERIFY W/ RU55 PLAN UINDOW ATTACHMENT AS SER MANUFACTURES aPECIFICAT IONS UINDOW SILL ?x STUDS Q 16" O.C. MAX W/ R-11 BATT. INSUL. MIN. "" T $ G SUBFLOOR GLUED 4ND NAILED AS PER MAILING SCHEDULE PRE -ENG FLOOR TRUSS C INSTALL PER MFG. SPECS.) " GYPSUM B04RD OR 2° HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) 05 REBAR CONT INUOU; R-4.1 BATT. INSUL. PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) *5 REBAR VERTICALLY Wr CONC. POUR CELL 1x2 P.T. FURRING STRIPS Aa 16 " O.C. all CMU 1/2" GYP. WL. BD. WOOD 5,45E Y FIBERGLASS SHINGLES OVER *15 FELT PAPER ON 1/1(0" O.S.B. SHEATHING OR 2" CDX PLYWOOD SECURED PER NAILING SCHEDULE MTL. DMP EDGE 2x4 SUB -BAND PLUM. SOFFIT STIFFBACK AT ALL UPRIGHTS OVER 4'-1011 HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ g"x(o" TH2U - BOLTS 32" O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 126'S V O.G. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 @ 24" O.C. MAX WINDOOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 1/5" THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE "D" PAPER OVER T't'VEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-0" MIN. FROM 2ND FLR LINE 2x4 CONT. -s TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY J W/ TRUSS PLAN F/a" THICK, 3 COAT PORTLAND CEMENT PL,45TER APPL IED DIR'ECTL'Y TO MASONRY 2 -STORY GABLE FIRST FLOOR BLOCK SECOND FLOOR FRAME SCALE: 3/4`=I'-0" O.S.B. SHEATHING OR 2" CDX PLYWOOD, ATTACHED PER NAILING SCHEDULE ON SHEET D5 1/6" THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF1 ER JUM50TEX t GRADE "D" PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) 2x4 CONT. e TOP AND 5T- OF FLR TRU55 (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED a. (SEE DETAIL 2A) a•4: EMBED. STRAP VERIFY W/ TRU55 PLAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ PERPENDICULAR PRE -ENG FLOOR TRUSS SCALE: 3/411=11-011 /4"=1 011 2x STUDS Im 1(o" O.C. MAX W/'. R-11 BATT. INSUL. MIN. 4" T 4 G SUBFLOOR GLUED AND NAILED 45 PER, NAILING SCHEDULE PRE -ENG FLOOR TRUSS i" GYPSUM BOARD OR 2" HIGH STRENGTH CLC%. BOARD CONC. FILLED LINTEL BLK W/ (1) w5 REBAR CONTINUOUS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) PRE -ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 126'a 6 EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R -VALUES. i," GYPSUM BOAR'.D OR HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURER SPEC IF I CAT I ONS WINDOW SILL 2x STUDS Q It " O.C. MAX Wr R-11 BATT. INSUL. MIN. i" T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE -ENG FLOOR TRUSS ( INSTALL PER MFG. SPECS.) i" GYPSUM BOARD OR° HIGH STRENGTH CLG. 50AR'D CONC. FILLED LINTEL BLK W/ (1) #5 R'E54R CONTINUOUS PRECAST L INTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PREC45T SILL (1) 105 REBAR VERTICALLY W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS Q I(o" O.C. a° CMU 1/2" GYP. WL. BD. WOOD BASE -1 ,, °2" CDX VEK BU ILD INC% WR,4 )RTIFIBER -DG P4PER ALV'D MTL. LATH 3" TEXTURED g15H AV WOOD ' TO Na" MID W,4LL :EP SCREED <C GMU /0" TEXTURED IMSA -I s MASONR"T' WEEP SCREED DETAIL WOOD TO 2 )BLOCK�Nl�TETIOl�T SCALE: 1 1r2"=I'-0° ARCHITECTS Design Group,n�. -1 N. KUNALU KtAUAN t$LVU LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE NORTH LOT #34 PRO JEC T# 02108.0.04 MODEL: "1'58" GARAGE SWING: LEFT PAGE: MONOLITHIC 2 - S -TO RY STALL SECTIONS ARCHITECT - STATE OF FLORIDA 1 i 11 7''(1112 FIE DATE: 04/27/12 SCALE: 1/4"=1'-0" SHEET D —z1- . o P' �31 w w � � D o z o 6� 00 SUBDIV. & LOT: TUSCA PLACE NORTH LOT #34 PRO JEC T# 02108.0.04 MODEL: "1'58" GARAGE SWING: LEFT PAGE: MONOLITHIC 2 - S -TO RY STALL SECTIONS ARCHITECT - STATE OF FLORIDA 1 i 11 7''(1112 FIE DATE: 04/27/12 SCALE: 1/4"=1'-0" SHEET D —z1- . o P' �31 DML. TOP PLATE 2X4 16' O.G. MAX. SECURE 2X4 TO WOOD W/2 -12d a 6'-8' O.G. STAGGERED SECURE 2X4 W/ 2-%r,' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE ,145 MIN. HEAP SIZE 300 MIN. EMBEDMENT 1 YA' LU/IN S" EA. END NOT TO EXCEED IS' O.G. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITd-I MIN. 2-12d PER BLK. EA. END EXTERIOR ARCHWAY SCALE: 1/2' ■ l'-0" CMU WALL ARCHWAY DETAIL 1 16" AND UNDER SCALE: I/2' • i' - (�' I�r X.- 0.5.5. ORX' PL`Y'WOOD SHEATHING 2 015 BLDG. FELT 24" WIDE 26 GA. GALVANIZED METAL FLASHING MUST APP D19T0, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. 5 F15ERGLA55 SHINGLES PR -FA5 TRU55 1/2' CLG. 5OARD B TEXT. SIMPSON SP4 2x4 DML. TOP PLATE a EVERY 1/2' DRYWALL OTHER STUD 2X4 WOOD STUDS X16' O.C., U.N.O. ON TRUSS PLAN TF 2X4 CONT. 5TRE53 BLOCKING MID -WALL 2X4 PT. PLATE SIMPSON 5P4 � 32' O.C. MAX 1/2'X9' A$. 32' O.G. -' EM5EDMENT d w. a ` d.. CONC. BLAH 2 #5's CONT. 1 -STORY �INT�LBII�EAIRI�IINIIG WALL -0" NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. 2 BLOCKING SECURE TO SHEATHING WITI- MIN. 2-126 PER SLK. EXTERIOR ARCHWAY EA. END WITH WINDOW PRECAST HEADI=R(MIN) '-- 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 5IZE.145 MIN HEAD SIZE .300 MIN EM5EDMENT 1 1/4') S' FROM EACH END AND 18' D.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/Ifo TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 e7 MIN HEAL? SIZE 300 1/16' OSB SHEATHING MIN EM15EPMENT 1 1/4') 2X4 16" O.G. MAX. 8" FROM EACH END AND IS" (WHEN OVER Ire,' IN HEIGHT.) O.G. MAX. MIN 1-1/4' EM5EDMENT 2X4 50LID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BLK. EA. END ARCI�WAY DETAIL 4 16 AND UP SCALE: 1/2"®I'-0" CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRU55 DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x 5TUD5 -w 16" O.G. MAX j' T E G SUSFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE IST FLOOR STUDS TO 2ND FLOOR 5TUD5 SIMPSON META -36 Q 32" O.C. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS a 16" O.G. MAX 1/2' GYP. WL. MD. SECURE 5T. PLATE TO SLAB W/ �'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY `i' EMBED. MIN. 51MI-50N SP4 is 32' O.G. MAX INT. 2 -STORY L.B.W. SCALE: +NOTE. NO GAP 6 WDW FRAME TO EXCEED 1/4' ARCHWAY DETAIL A CUTAWAY SCALE: 1/2' = I' -0" 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' EXISTING BLK ASV. O.G. MAX. MIN 1-1/4' EM5EDMENT 1/4' TEXTURED FIN15H 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 'I/S' TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 T/16' OSB SHEATHING MIN EM15MENT 1 1/4'1 2 X 4 lb' O.C. MAX. 8' FROM EACH END AND IS' (WHEN OVER Ito' IN HEIGHT.) O.C. MAX. MIN 1-1/4" EM5EDMENT 2 X 4 !WHEN OVER 16" 2 X 8 (MIN 2 X 3) 2-3/1(o TAPCON i6' IN HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.149 2 X SOLID BLK'G ARCH MIN EMBEDMEENTNT 1 1/4') MIN HEAD 300 SECURE W/2 -12d EACH END S' FROM EACH ENP AND 16" ATTACHMENT PER O.G. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPECS. MTL WDW FRAME 1/4" TEMPERED MASONITE 'NOTE: NO GAP 42 WDW FRAME GLUE 4 NAIL W/Sd'S 8'-12' P.G. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL CUTAWAY SCALE: I/2"■I'-0" ASPHALT SHINGLES OVER n 15 FELT ON 1/16' 0.5.8. PRE -ENG TRUSSES OR PRE -ENG GABLE TRUSS CONv. FRAMED RAFTERS SPF STIFFBACK (SEE SEALD ENG. PACK FOR 61ZE 4 CONNECTION) 2x4 PFLOCKING METWEEN TRU 41-0511 O.CB. (AT SHEATHING SEAMS )SES AT R`' '`°° q" 0.5.5. SHEATHING OR --------------- CDX PLYWOOD SECURED CONT. 2x4 SPF RAT RUN NOTE: NAIL 5HEATHING TO ,ALL 2X 45 PER EXT. 5HE,ATHING NAILING, Sd 4" O.C. MAX EDCxE5 4 (o" -S" O.C. MAX IN THE FIELD 2x4 BLOCKING UNDER (2) 2x4 O2 S.Y.P. DIAGONAL BRACE WALL STUDS SCURE 12d's 0 EACH TRUSS (DIAGONAL BETWEEN TRUSS MAYS W/ X-5RACING TO COVER 5-TRU55E5 PRECAST HEADER(MIN)—�� A 2x DOUBLE TOP PLATE" �---- DBL. TOP PLATE 2 X 4 (MIN 2 X 3) 1-3/Ifo TAPCON NOTE • BOARD MTS -12 w EVER STUD DIAGONAL 15RACE a CENTER OF TRUSS SPAN OR HIGHEST MIDGE. DIAGONAL BRACE TO BE -, ANY SPAN 15'-0" OR GRATER REFER TO 2X4 BT. PLATE TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. -- SECURE 2 X RIP TO FIT OR DRIVE PIN (MIN SHANK SIZE.145 30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE 10 CENTER AND (2) DORMER P51 -TOP PLATE ATTACHMENTGABLE SCALE: I/2"=1'-0' X -BRACING SCALE: � W/2-1245 6"-S" O.G. MAX. MIN HEAD SIZE .300 2X4 16' O.C. MAX. Ul _4 i/V TEXTURED FINISH MIN EMBEDMENT 1 100 r4r^' <C -1/16 051:3 SHEATHING 8' FROM EACH END AND 18' O O.C. MAX. MIN 1-1/4" EM1:3EDMENT� F� 2 X 4 16' O.C. MAX. 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON� (WHEN OVER 1b' IN HIEGHT.) OR DRIVE PIN (MIN SHANK 31ZE.145` �- SECURE 2X4 W/ 2-�fv" 2 X 4 (WHEN OVER 16 IN HIEGHT.) MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') q U TAPCONS OR DRIVE PIN (MIN. SHANK SIZE MIN.GLUE 1/4' TEMPERED MASONITE 8' FROM EACH END AND 18' h � .145 HEAP SIZE 300 MIN. 4 NAIL W/86S S 12 O.C. O.C. MAX. MIN 1-1/4' EMBEDMENT g EMBEDMENT I V W/IN 6' 4) IF NEEi7ED. 2 X S (MIN 2 X 3) 2-3/16 TAPCON Q EA. END NOT TO EXCEED BT. PLAT 2 X SOLID BLK'G 0 ARCH OR DRIVE PIN (MIN 5HANK 51ZE.145 18' O.G. MAX SECURE W/2 -12d EACH END MIN HEAD 51ZE 300 2X4 SOLID BLOCKING - SECURE TO SHEATHING W/ ATTACHMENT PER MIN EMBEDMENT 1 1/4') MIN. 2-12d PER SLK. EA. END 111116' MANUFACTURER'S SPEG'S. 8' FROM EACH END AND IS' O.C. MAX. MIN 1-1/4' EMBEDMENT 055 SHEATHING 4 3 LI I/2" PLYWOOD MTL WDW FRAME DML. TOP PLATE 2X4 16' O.G. MAX. SECURE 2X4 TO WOOD W/2 -12d a 6'-8' O.G. STAGGERED SECURE 2X4 W/ 2-%r,' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE ,145 MIN. HEAP SIZE 300 MIN. EMBEDMENT 1 YA' LU/IN S" EA. END NOT TO EXCEED IS' O.G. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITd-I MIN. 2-12d PER BLK. EA. END EXTERIOR ARCHWAY SCALE: 1/2' ■ l'-0" CMU WALL ARCHWAY DETAIL 1 16" AND UNDER SCALE: I/2' • i' - (�' I�r X.- 0.5.5. ORX' PL`Y'WOOD SHEATHING 2 015 BLDG. FELT 24" WIDE 26 GA. GALVANIZED METAL FLASHING MUST APP D19T0, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. 5 F15ERGLA55 SHINGLES PR -FA5 TRU55 1/2' CLG. 5OARD B TEXT. SIMPSON SP4 2x4 DML. TOP PLATE a EVERY 1/2' DRYWALL OTHER STUD 2X4 WOOD STUDS X16' O.C., U.N.O. ON TRUSS PLAN TF 2X4 CONT. 5TRE53 BLOCKING MID -WALL 2X4 PT. PLATE SIMPSON 5P4 � 32' O.C. MAX 1/2'X9' A$. 32' O.G. -' EM5EDMENT d w. a ` d.. CONC. BLAH 2 #5's CONT. 1 -STORY �INT�LBII�EAIRI�IINIIG WALL -0" NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. 2 BLOCKING SECURE TO SHEATHING WITI- MIN. 2-126 PER SLK. EXTERIOR ARCHWAY EA. END WITH WINDOW PRECAST HEADI=R(MIN) '-- 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 5IZE.145 MIN HEAD SIZE .300 MIN EM5EDMENT 1 1/4') S' FROM EACH END AND 18' D.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/Ifo TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 e7 MIN HEAL? SIZE 300 1/16' OSB SHEATHING MIN EM15EPMENT 1 1/4') 2X4 16" O.G. MAX. 8" FROM EACH END AND IS" (WHEN OVER Ire,' IN HEIGHT.) O.G. MAX. MIN 1-1/4' EM5EDMENT 2X4 50LID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BLK. EA. END ARCI�WAY DETAIL 4 16 AND UP SCALE: 1/2"®I'-0" CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRU55 DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x 5TUD5 -w 16" O.G. MAX j' T E G SUSFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE IST FLOOR STUDS TO 2ND FLOOR 5TUD5 SIMPSON META -36 Q 32" O.C. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS a 16" O.G. MAX 1/2' GYP. WL. MD. SECURE 5T. PLATE TO SLAB W/ �'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY `i' EMBED. MIN. 51MI-50N SP4 is 32' O.G. MAX INT. 2 -STORY L.B.W. SCALE: +NOTE. NO GAP 6 WDW FRAME TO EXCEED 1/4' ARCHWAY DETAIL A CUTAWAY SCALE: 1/2' = I' -0" 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' EXISTING BLK ASV. O.G. MAX. MIN 1-1/4' EM5EDMENT 1/4' TEXTURED FIN15H 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 'I/S' TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 T/16' OSB SHEATHING MIN EM15MENT 1 1/4'1 2 X 4 lb' O.C. MAX. 8' FROM EACH END AND IS' (WHEN OVER Ito' IN HEIGHT.) O.C. MAX. MIN 1-1/4" EM5EDMENT 2 X 4 !WHEN OVER 16" 2 X 8 (MIN 2 X 3) 2-3/1(o TAPCON i6' IN HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.149 2 X SOLID BLK'G ARCH MIN EMBEDMEENTNT 1 1/4') MIN HEAD 300 SECURE W/2 -12d EACH END S' FROM EACH ENP AND 16" ATTACHMENT PER O.G. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPECS. MTL WDW FRAME 1/4" TEMPERED MASONITE 'NOTE: NO GAP 42 WDW FRAME GLUE 4 NAIL W/Sd'S 8'-12' P.G. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL CUTAWAY SCALE: I/2"■I'-0" ASPHALT SHINGLES OVER n 15 FELT ON 1/16' 0.5.8. PRE -ENG TRUSSES OR PRE -ENG GABLE TRUSS CONv. FRAMED RAFTERS SPF STIFFBACK (SEE SEALD ENG. PACK FOR 61ZE 4 CONNECTION) 2x4 PFLOCKING METWEEN TRU 41-0511 O.CB. (AT SHEATHING SEAMS )SES AT R`' '`°° q" 0.5.5. SHEATHING OR --------------- CDX PLYWOOD SECURED CONT. 2x4 SPF RAT RUN PER NAILING SCHEDULE SECURED W/ (2) 12d's m EACH TRU55 2x4 BLOCKING UNDER (2) 2x4 O2 S.Y.P. DIAGONAL BRACE WALL STUDS SCURE 12d's 0 EACH TRUSS (DIAGONAL BETWEEN TRUSS MAYS W/ X-5RACING TO COVER 5-TRU55E5 (3) 12d's EACH END GYPSUM BOARD OR 2x DOUBLE TOP PLATE" HIGH STRENGTH CLG. STUDS Is 16' O.G. NOTE • BOARD MTS -12 w EVER STUD DIAGONAL 15RACE a CENTER OF TRUSS SPAN OR HIGHEST MIDGE. DIAGONAL BRACE TO BE -, ANY SPAN 15'-0" OR GRATER REFER TO 2X4 BT. PLATE TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-0" (1) X -BRACE 30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE 10 CENTER AND (2) DORMER BRACE DIVIDED EQUAL.Y FROM CENTER TO END ATTACHMENTGABLE SCALE: I/2"=1'-0' X -BRACING SCALE: 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) loci GUN NAILS lxb COLLAR TIE AT EVERT OTHER RAFTER W/ MIN. (3)12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS Ix8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS a EA. TRUSS RAFTER TO TRU55 MTS -12 CREATE VOID FOR STRAP PENETRATION - ROOF DECKING OVER PRE -ENG TRUSSES- PRE -ENG. TRUSS - ALTERNATE CONNECTION M5TA-24 RAFTER TO 5LK'G BETWEEN TRUSSES - CCNV. FRAMED ROOF SGALE: 112"• 0'-0' TO 30'-0' (I) 'X' BRACE 30'-1' TO 60'-0' (3) 'X' 5RACE (W 'X' BRACE m CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER " 15 FELT ON 1116' O.S.B. (2) 2X4 02 SYP DIAGONAIL BRACE W/ 3-126 A EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRU5SES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 106 NAILS EA END TO TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 1/16" OSB SHEATHING USE 8d NAILS AT 4" o.c. EDGE 4 6" o.c. FIELD 2X4 W/ 3/8" X 5 LAG 032' O.C. MAX. OR SIMPSON META -24 iD 32' O.C. MAX. , SHEATHING NAILING TO 5E O.C. IN FIELD 4' O.CAALL EDGES W/Sd NAILS -S SCALE: 1/2 I'-0` FIN 15H a LANDING 3/4" PLYLUOOD F.F. COMMOM TRUSS 24' ac_ 1/2' CLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) 12d 0 EA. TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. PBL TOP PLATE 2X4 STUD W6" O.G. MAX. 3/4" E'L' WOOD WITH LANDING DETAIL � 12-D COMMONS NAILED THRU 3/411 FINISH a LANDING PLYWOOD INTO 3/4" PLYWOOD F.F. Er4Cl-4 STfi INCE ; 3-2x12 5'1'f= STRINGER DSL 2X12 REINFORCED W/2><4 5PF OR JO15T W/CONS'. 5EAD OF SU5-FLOOR ADHESIVE I=L -400 OR SIMILAR � EA HORIZONTAL RUN SECURE TREADS TO STRINGER ER 3 SCREWS e EA STRINGER, UNTHREADED SHAN< TO EXTEND BEYOND THICKNE55 OF 5U5 -FLOOR 5HEATHINS NOTE STAIRS RISERS TO CONFORM TO FI=3C 2010 2R+1T=24"-25" 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/S" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO 5E 1 3/4" +-1/4" OR PROVIDE ECUIVALENT GRA5f=AI5 I L I TY WINDERS- MIN. eta" WIDE Q NARROW END MIN. 11" WIDTH a 12" FROM NARROW END 34" MIN. HANDRAIL HGT. 12" i +' I115 UPLIFT SIMPSOM HT51120 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL +' 1900 UPLIFT (2) SIMPSON HT5M20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND SEAM TAP CONS MIN. 2' COVER 2' APART 1 TRUSS ANCHOR RETROFIT N.T.S. 36" MIN. FINISH 71 A WINDER DETAIL 2X12 TREAD GU? TO SIT .—IXS RISER LE55 THAN 4" TY1'5 . DETWEEN 51'INDLE5 (3) 10d CUT NAILS 6 2 X 4 f'.T. SLEEPER INTO 5LA5 �NaNz 1/2" DRYW IXIO I 1" NOSING m< 13 STAIR SECTION DETAILS SCALE: 3/4"=1'-0" A R C H I T E C T S Design Group Inc. 144JL PC KVINALU KtAUAIV 6LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078w ww.a bdesi gngro u p.com 11116 AA #: 0003325 SUBDIV. 8c LOT: TUSCA PLACE NORTH LOT X84 PROJECT# 02108.004 11AODEL: ,1756 GARAGE SWING: LEFT PAGE; misc. DETAILS ARCHITECT - STATE OF FLORIDA DA"Es 04/27/12 SC AT 1/4 SHEET D5OP' W Ul _4 r4r^' <C O F� 13 q U h � g 4) Q SUBDIV. 8c LOT: TUSCA PLACE NORTH LOT X84 PROJECT# 02108.004 11AODEL: ,1756 GARAGE SWING: LEFT PAGE; misc. DETAILS ARCHITECT - STATE OF FLORIDA DA"Es 04/27/12 SC AT 1/4 SHEET D5OP' AND TIED AT EACH , • , . _ . SIDE. PER ASTM C10&3 WOOD SHEATHING -- METAL LATH.,. T 1*1 STEP 02 'I.IsD.1.4' WRB LAYER *i, +.:.4i:•hr'.�i.:;.:Hxe•7. .:'`:.ti,?A.. }a,t!.Fey. �t:,br . 1. •' ..'•Sa, •' ri•:•'•l1:•',rr. l�*"',;�.;-.'.;i°,:f}.:�p,' ' iq .J.•<�'•.s,,.;.' ,, :,c.:3c�.ue...•-;".. 5: 9'":,�,"':k'.. :"2';••t �:�:•�'++r'.; z+ht.. r •ai.0• w�et:..:.w� :,•*rtiLe.4'a,, . :..,:.f,+.',}. ,'�...:"�.'.:tkkw[ •,:�{ra;.:,,,.*�i,:$..#..::.: ,. " STUCCO WRAP THICK 3 COAT CEMENT WR5 LAYER N1, PLASTERSTUCCO WRAP I WR5 LAYER 02, FORTIFIBER r / METAL LATH p �f,,j�I1�G APER I 6" MIN 1 -APER LAP 5ELOW ONLY1"l� 14L LA�H 111 WRB LAYER '"2, FORTIFIBER WRB LAYER 02, FORTIFI ER BUILDING PAPER � 6'x6' SELF -ADHERING MEMBRANE BUILDING PAPER M FLASHING OVER 4'x4' " To WR5 LAYER 1, �`` STUCCO WRAP SELF-ADHERINGa MEMBRANE CAI' MIN 1` ' " �- 3' MIN. 3' MIN. INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED STRAPS, STAPLES) AS HOUSE WRAP. WHERE METAL PLASTER BASE WOOD SHEATHING REQUIRED TO SECURE I FLASHING TO EXTEND ONTO PIPE \ WITH 15ACKING IS USED, THE PIPE! WIRE TO FRAMINCa 4'x4' SELF -ADHERING MEMBRANE VERTICAL AND HORIZONTAL LAP FLASHING OVER APPROVED JOINTS SHALL BE BACKING ON HOUSE WRAP. SACKING AND METAL ON METAL. FLASHING TO EXTEND ONTO PIPE PER ASTM C 1s0fr 3 1.83 1' MIN LATH LAP, 'n•' OVER I .' '' —3/8' CONT. BEAD OF SEALANT ALL LAP APER LAP INSTALL BARRIER OVER AP AIR SCALE: 1 1/2 ■ V-0' • 'r., SHEATHING ELASTOMERIC COATING OVER STUCCO/ I C.V. FINISH (SEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL r�,.:EC ION WOOD STUD PER FBC Exterior lathing and plastering Exterior use of portland cement plaster ONE VERTICAL—PIECE reqshall comply with the application SHEATHING requirements of ASTM C 926-1 1A. "M” TYPE CONTROL JOINT Installation of exterior lathing and framing NL LAPS OF METAL BUILDING shall comply with ASTM C 1063-11A. SIDE PAPER 6' MIN PLASTER BABES SHALL LAP BE SECURED TO FRAMING MEM5ER5. THEY SHALL BE TIED STUCCO' LAP s LATH BETWEEN SUPPORTS 3' LAP a PAPER WITH 0.0415-1N, (1.21 -MM) WIRE AT INTERVAL5 NOT MORE THAN 9' (229 -MM). AS PER ASTM 01063 I ON I. FOLD INWARD +� PT. A I. FOLD INWARD PT. A T /_ /� 1_T I [DETAIL FOLD B 2. GREASE '� Pt. `4 KICK� � HQ RIZ ONTAL LATH & PAPER DETAIL ]L ETAIL A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE ,g NOTE APPROVED BUILDING WRAP WRAP MATERIAL) OVER HOUSE WRAP. APPROVED �"�:�'''�'"`:�::�:�'`:�::•:.. SHALL BE LAPPED A MINIMUM OF V FLASHING TO EXTEND ONTO PIPE 6" 0 VERTICAL LAPS (ROLL ENDS) d , HORIZONTAL LAPS. W I OR LESS PIPE 6'x6' SELF -ADHERING MEMBRANE 5 N TO TAPEP ALL SEAM NEEP BE PIr BACKING SHALL BE LAPPED NOT PENETRATION FLASHING (COMPATIBLE W/ HOUSE ONE-PIECE VERTICAL "M" WITH FORTIBER SHEATHING TAPE LESS THAN 2 ON WALLS, THE BACKING SHALL BE LAPPED 50 WRAP MATERIAL) OVER 4"x4' SELF -ADHERING MEMBRANE TYPE CONTROL JOINT ATTACHED TO WIRE LATH ---- - A ED __ / ~ , WATER WILL FLOW TO THE ::: ' "' FLASHING OVER APPROVED W/IUIRE TIE. WIRE TIE LATH �--- EXTERIOR. BACKING SHALL NOT PLASTER ,' `: '•,:....... HOUSE WRAP. TO OUTSIDE OF APPLIANCE FLANGE W/187 " THICK, 3 COAT CEMENT PLASTER \ AC BETWEEN BE PLACED BASE (LATH) AND FLANGES OF O : `•''::: : ', `:`::.';: FLASHING TO EXTEND ONTO PIPE \ ACCESSORIES. METAL LATH TO GAUGE WIRE 0 1' O.C. UJLAYER 02, FORTIFIBER METAL FLANGE CONTACT SHALL BUILDING PAPER BUILDING * ' I' MIN. LAP METAL LATH 1 BE REQUIRED TO ENSURE THAT LATH SHALL NOT BE LATH Q FLANGESARE MECHANICALLY CUT AND OVERLAP ONE SIDE OF CONTINUOUS THROUGH CONTROL JOINTS BUT 1-14LL RF STOPPED \\\ WR5 LAYER 01, % ATI �rr,n IINP +� ( i< X .i v X v u LOCK D TOGETHER. PER ASTM LOCKED C10&3 "1.83.1 SELF -ADHERING MEMBRANE FLASHING GUT AND OVERLAP ONE BIDE OF SELF -ADHERING MEMBRANE AND TIED AT EACH , • , . _ . SIDE. PER ASTM C10&3 WOOD SHEATHING -- METAL LATH.,. T 1*1 STEP 02 'I.IsD.1.4' WRB LAYER *i, +.:.4i:•hr'.�i.:;.:Hxe•7. .:'`:.ti,?A.. }a,t!.Fey. �t:,br . 1. •' ..'•Sa, •' ri•:•'•l1:•',rr. l�*"',;�.;-.'.;i°,:f}.:�p,' ' iq .J.•<�'•.s,,.;.' ,, :,c.:3c�.ue...•-;".. 5: 9'":,�,"':k'.. :"2';••t �:�:•�'++r'.; z+ht.. r •ai.0• w�et:..:.w� :,•*rtiLe.4'a,, . :..,:.f,+.',}. ,'�...:"�.'.:tkkw[ •,:�{ra;.:,,,.*�i,:$..#..::.: ,. " STUCCO WRAP THICK 3 COAT CEMENT WR5 LAYER N1, PLASTERSTUCCO WRAP I WR5 LAYER 02, FORTIFIBER r / METAL LATH p �f,,j�I1�G APER I 6" MIN 1 -APER LAP 5ELOW ONLY1"l� 14L LA�H 111 WRB LAYER '"2, FORTIFIBER WRB LAYER 02, FORTIFI ER BUILDING PAPER � 6'x6' SELF -ADHERING MEMBRANE BUILDING PAPER M FLASHING OVER 4'x4' " To WR5 LAYER 1, �`` STUCCO WRAP SELF-ADHERINGa MEMBRANE CAI' MIN 1` ' " �- 3' MIN. 3' MIN. INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED STRAPS, STAPLES) AS HOUSE WRAP. WHERE METAL PLASTER BASE WOOD SHEATHING REQUIRED TO SECURE I FLASHING TO EXTEND ONTO PIPE \ WITH 15ACKING IS USED, THE PIPE! WIRE TO FRAMINCa 4'x4' SELF -ADHERING MEMBRANE VERTICAL AND HORIZONTAL LAP FLASHING OVER APPROVED JOINTS SHALL BE BACKING ON HOUSE WRAP. SACKING AND METAL ON METAL. FLASHING TO EXTEND ONTO PIPE PER ASTM C 1s0fr 3 1.83 1' MIN LATH LAP, 'n•' OVER I .' '' —3/8' CONT. BEAD OF SEALANT ALL LAP APER LAP INSTALL BARRIER OVER AP AIR SCALE: 1 1/2 ■ V-0' • 'r., SHEATHING ELASTOMERIC COATING OVER STUCCO/ I C.V. FINISH (SEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL r�,.:EC ION WOOD STUD PER FBC Exterior lathing and plastering Exterior use of portland cement plaster ONE VERTICAL—PIECE reqshall comply with the application SHEATHING requirements of ASTM C 926-1 1A. "M” TYPE CONTROL JOINT Installation of exterior lathing and framing NL LAPS OF METAL BUILDING shall comply with ASTM C 1063-11A. SIDE PAPER 6' MIN PLASTER BABES SHALL LAP BE SECURED TO FRAMING MEM5ER5. THEY SHALL BE TIED STUCCO' LAP s LATH BETWEEN SUPPORTS 3' LAP a PAPER WITH 0.0415-1N, (1.21 -MM) WIRE AT INTERVAL5 NOT MORE THAN 9' (229 -MM). AS PER ASTM 01063 I ON I. FOLD INWARD +� PT. A I. FOLD INWARD PT. A T /_ /� 1_T I [DETAIL FOLD B 2. GREASE '� Pt. `4 KICK� � HQ RIZ ONTAL LATH & PAPER DETAIL ]L ETAIL A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 �U133DIv. LOT: FOLD �r 4WOOD SHEATHING {MY.TUSCA PLACE WR5 LA)�EFR 1, NORTH <' STUCCO WRAF LOT #34 PROJECT# 1. FOLD INWARD 4 I. FOLD INWARD Ft. A s ' TH IC; C, 3 GOAT GEMENT PT. A .r 02108.0 0 4 2. CREASE m PT. � t.; •.: 2. CREASE 49 PT. B ,; PLASTER 3. GREASE a PT. C ti `. QDEL: 3. CREASE W PT. C 1., I I .4. FOLD PT. C OvER PT. , - METAL LATH 1756 D TILL PT. C TOUCHES BOTTOM FLANGEi +;f GARAGE SWINC,i. END LAP WRIB 4 TAF'E OVER LE LEFT i I ROOF/WALL SCREE12 rte# PALE: A INAC� LAN C W WALL o z 5"X51 "Ll' T'TFE CONTINUOUS LA:'1/ STUCCO W i ASSEMBLY FOLD,� GAL METAL FL,48H ING �0 71 MOTTOM p t^D, + FLANGE WATER TIGHT Z NAIL TO ROOF DEC:<, NOT DETAILS SEAL. FOLD, 22i� W,4LL SHE�,T�I INC � W 1__ A"� C� 112 O T 1 F I ...... l� CUT. ti Cv CAF SHINGLE — LO NOT NAI 5UILIDINCz ''Af') INSTALL WITH ROOF GEMENT i" THICK, 3 COAT CEMENT PLASTER M T A L LATH X X X X WRB LAYER *2, FORTIF113ER BUILDING PAPER STATE OF FLORIDA WR5 LAYER 01, 6TUCCO WRAP ROOF CEMENT STUCCO • LAP LAYERS of BUILDING WRAF' 5I—EIN5LE ROOFING OVER MAILING FLANGE, STOP I 8• ~�y► k x WRIT APPROX. I V A50v'E ��N �, k• x k k k SHINGLES I kkkkx WOcH INCA A ":x:kxkkxkk CASING REAL? Z 9x3 WALL FLASHING p r r KICK -OUT FL43HINty (SEE DETAIL) JA NTWELL O 12-079 k x k M x x M kkkkx xk `•' PR • R IyA : 04/27/12 FELT U AYMENT WATER TIGHT SEAL !BEND OR SCALE: 1/4"11=11-010) SOLDER, DO NOT CUT ) NQ'I'E: IN KIGKOUT 9 FLASHING- DRIP SH��T °SHINGLE ROOFIWA ti1 FLA°SPING AT BOTTOM OF ROOF ! WALL MTERSECTIONS 5 /n. AI og� EDGE: OvERLAP 2', �� f�-� L � - 1/2"=l'-011 lz-D EXTEND y4' BELOW SHEATHING, MECHANICALLY FASCIA WRAP FASTEN 12' O.G. MAX. V W W Q O O � V � Q � U h (P A 4) �U133DIv. LOT: FOLD �r 4WOOD SHEATHING {MY.TUSCA PLACE WR5 LA)�EFR 1, NORTH <' STUCCO WRAF LOT #34 PROJECT# 1. FOLD INWARD 4 I. FOLD INWARD Ft. A s ' TH IC; C, 3 GOAT GEMENT PT. A .r 02108.0 0 4 2. CREASE m PT. � t.; •.: 2. CREASE 49 PT. B ,; PLASTER 3. GREASE a PT. C ti `. QDEL: 3. CREASE W PT. C 1., I I .4. FOLD PT. C OvER PT. , - METAL LATH 1756 D TILL PT. C TOUCHES BOTTOM FLANGEi +;f GARAGE SWINC,i. END LAP WRIB 4 TAF'E OVER LE LEFT i I ROOF/WALL SCREE12 rte# PALE: A INAC� LAN C W WALL o z 5"X51 "Ll' T'TFE CONTINUOUS LA:'1/ STUCCO W i ASSEMBLY FOLD,� GAL METAL FL,48H ING �0 71 MOTTOM p t^D, + FLANGE WATER TIGHT Z NAIL TO ROOF DEC:<, NOT DETAILS SEAL. FOLD, 22i� W,4LL SHE�,T�I INC � W 1__ A"� C� 112 O T 1 F I ...... l� CUT. ti Cv CAF SHINGLE — LO NOT NAI 5UILIDINCz ''Af') INSTALL WITH ROOF GEMENT i" THICK, 3 COAT CEMENT PLASTER M T A L LATH X X X X WRB LAYER *2, FORTIF113ER BUILDING PAPER STATE OF FLORIDA WR5 LAYER 01, 6TUCCO WRAP ROOF CEMENT STUCCO • LAP LAYERS of BUILDING WRAF' 5I—EIN5LE ROOFING OVER MAILING FLANGE, STOP I 8• ~�y► k x WRIT APPROX. I V A50v'E ��N �, k• x k k k SHINGLES I kkkkx WOcH INCA A ":x:kxkkxkk CASING REAL? Z 9x3 WALL FLASHING p r r KICK -OUT FL43HINty (SEE DETAIL) JA NTWELL O 12-079 k x k M x x M kkkkx xk `•' PR • R IyA : 04/27/12 FELT U AYMENT WATER TIGHT SEAL !BEND OR SCALE: 1/4"11=11-010) SOLDER, DO NOT CUT ) NQ'I'E: IN KIGKOUT 9 FLASHING- DRIP SH��T °SHINGLE ROOFIWA ti1 FLA°SPING AT BOTTOM OF ROOF ! WALL MTERSECTIONS 5 /n. AI og� EDGE: OvERLAP 2', �� f�-� L � - 1/2"=l'-011 lz-D EXTEND y4' BELOW SHEATHING, MECHANICALLY FASCIA WRAP FASTEN 12' O.G. MAX. A R C H IT E C T S 5TUCG0 FINISH { INSTALL &11 SELF-ADHERING MEMBRANE FL45HING OVER (0" 5ELF ,4DHE5I Vr —' TOP 51DE(5) AND BOTTOM I OVER TC>E' SIDES I G ,45LE -END TRU55 '¢ FLANGES OF NON-MOVAaLE WDOD SHEATHING FRAME OF THE EXHAUST. WRI3 LAYER fl, SEQUENCE OF FLASHING TO BE: SELF WO©� 5I-IE,Ti-; INCA STUCCO UJRAP 11�� I. BattoM a. ► 5 3. to FL,45H INCrt Vest n i Ix+ WR5 LAYER 1*I x`.r WR5LAYER AER 02, FORTIF15ER Inc. X: PENT GAP I5 TO BE SET IN BED UNIT =� � rO L� p wi; 5TUCCO WRAP WooD '_ OF 5EALANT AT tafi- AND -.. ; CONSTRUCTION I~1ET,gL LATH : SIDES ONLY. SEALANT 15 t0 5E FRE1`' ANUR DRYER r..: 1441 N. RONALD REAGAN BLVD. TOOLED 50 45 TO DEFLECT VENT CAP (SET IN ..�: ; � vs° TExtuRED t FINISH -9 WOOD LONGWOOD, FL 32750 WATER AW,4Y FROM JOINTS, CONT. 5E,4L�4NT% WRQ �..,4'1"ER. 2, FOfi�TIFI�Efi� a" CMU. ; PH: 407-774-6078 ti t E-Z 15EAD ALL AROUND 5UILDING PAPER TO $/d"M0-WALL FAX: 407-774-4078 YENT-APPLY SEALANT ALL WEEP SGREED F�.�, www.abdesigngroup.com .x JOINTS AND INTERSECTIONS 5EALANT a,., k; AA #: 0003325 APPLY SEALANT AT PERIMETER OF TOP SIDES''° TI-I(GK, 3 GC�,4T CEMENT Z� BAGKEi? ROD NON-MOVABLE FRAME AND STUCCD C, ON ALL 61DE5, y4" CAULKING a JOINT PLASTER. ALL AROUND Y y;, (W WIDE STRIP SELF W �Tm ADHESIVE FLASHING, CLEAN PER FBC Exterior lathing and plastering DRYER 1� 1(BLOCK� %S�� To �/w MID-WALL �; � MASONRY BEI=DRE APPLYING r� g p 9 BACKER ROD Exterior use of paHiand cement plaster 6 WEEP SCREED. TIE TO i•'°'IETAL. LATH UJ/IS TEXTURED � shall comply with the application FINISH* 1"IA50NRi W I requirements of ASTM G 926-11 A. G TRE '`� �� C ~ is r �..(011 ��-,� I� HORIZONTAL WEEP SCREED � n Installation of exterior lathing and framing y F ,45H-` � shall comply with ASTM G 1063-11A. BUILDING P�4PER f;, L (FRAME TO BLOCK COYER IGOU ICK WOOD FR,4MED ~ WRB LAYER ll Ii FL,451-I UJ,4LL STUCCO WRAP : HOODED YENT C' E N D 61u _ THICK, 3 COAT CEMENT — 7 A HORIZONTAL WEEP SCREED LEG PLASTER PIPE THRCOUCH / (FRAME TO FRAME METAL LATH WALL DRAINAGE PLANE (WRB UJR5 LAVER,' *2, FORTIFIBER � LAY R #1, STUCCO LJR,4P) BUILDING PAPER WOOD 5HEATHING — WR5 LAYER #2 (FORT IF I SER— DRYER VENT FRAME "auICK• FLASH` F�,�PER) 6' A G45KET NN5TALL PER MET74L LATS X X X x Q= MANUF. SPECS.) all BU ILD ING f=APER STUGGO � ' a UNDER "aUIGK FLASH" WR5 LAYER #1, CUT Of=ENING IN — STUCCO WRAP �OOD T INC APPROVED HOUSEWRAP FOR 5OX IN5TALLATION -ADHESIVE FLAS�HINC ATE N T PENETRATION CUT "x" INTO A WR5 LAYER 01, SELF-ADHERING 5CALE: N.T.5. STUCCO WRAP MEMI5RANE FLASHING APi='LY SELF-ADHERING WOOD SHEATHING 1'"'IEMSRANE F �A5�I1NC� OVER BOX ,4D ER APPROVED WR5 LAYER, 1 SUBDIV. die LOT: &TEF &TEF 2 TLTSCA PLACE NORTH APPROVED LOT #34 HOU5EWRAP W R5 LAYER ¢'`1 BELOWSTUCCO WRAP PROJB+CT# 02108.004 ELEG. METER FIELD GUT SUCH THAT APPLY �O MIN SELF-ADHERING I"IO�BL' G. METER FIELD �CERIF'I' LOCATION +� MEMBRANE FLASHING ELEC. NO MEMBRANE GRADE "D" FELT �ry 1 vERIFY" LOCATION ENTERS BOX, _ OVER GAItAGIC SWING: "'I" STUCCO 5G ',4TG1-I GC.�,4T APPLY TO FACE SELF-ADHERING �4F'PL EDGE FLASHING OVER LEFT ,OND ONE (I) LAYER OF P,41NT APROVED F= RIOR TO INSTALLING ELEC. I-IOUSEWRAP PAGFB: METER WR5 LAYER 102, FORTIFI5ER WALL GAVITY TO EOE FILLED BUILDING PAPER ASSEMBLY WITH RIGID POLYMERIC� � T F' *'4]DETAILS 150Ca"YANOTE-POLY5LEND FOAM ("GREAT STUFF" OR 5IM I L AR) "'----- ,4P'PL�I' ,4 SILICON .�..-- , �.:... ELASTOMERIG AREA TO RECEIVE 545E 5EALANT AT POINT COATING OVER GOI STUCCO SGR4TCH COAT TH4TELEG. WIRE PENETRATES (6;=E TYPICAL WALL 1 COAT OF FAINT UJ/54GK- APPLY E - Z BEAD— • ;•.' ARCHITECT- 0 O aa•° STATE OF FLORIDA OVER �a MIN O aa ROLL PRIOR TO °. .°GRDDa METAL LATH ELEC. 1�IETER IN5T4LL4TICN FELT-PROVIDE aO • a 5EALANT AT ALL • a a . a a JOINT5 AND o o a o INTER5ECTION5 • a a PROVIDE 5TUGGO 5GRATGI-I COAT LARGER THAN THE ELEC. METER CAN OR METER CAN .SAM NTWELL COM50 OR METER C;AN AND NO 12079 D ISCCNN ECT 6T E f '*E� PRINT DATE: 04/27/12 SCALE: 1/4)3=11-0)) ELECTRICAL CONDUIT SH=T ELECTRICAL RECEPTACLE PENETRATION WA OFA � WOOD SHEATHING WOOD CONSTRUCTION 3/4" HAT CHANNEL W/%` TYPE "X" DRYWALL WOOD SHEATHING WRB LAY-F7 R *1, f STUCCO WRAP ' THICK, 3 COAT GEMENT PLASTER AM(o(v WFWC jSO CUSTOM CASING BEAD - Ll— fIVI WRB LAYER "l, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 01, f...r. �` STUCCO WRAP ' WRB LAYER *2, FORTIF15ER BUILDING PAPER i' ' r'" : ; '•';z:;:�;:.r I� " SELF- ADHEfi2E ING WRB LAYER 01, STUCCO WRAP YS AMIGO AMr0f0-WFWG-78@ \ i�IIN. -1fSn CUSTOM CA81NG BEAD \ r3AF DO NOT CAULK OR SEAL GAP 1—HOUR CASING 10A BEAD DTL. @ CANT. SCALE: 1 1/2"=V-0" -0 / FLASHING WRAPPED a CORNER OF CANTILEVER AMICO AM(c(o-WFWC-78O CUSTOM G431NG BEAD (W/OPT. WEEPS) 2x FRAMING MEMBER " THICK, 3 COAT CEMENT PL45TER CORNER PEAP 1=45TENED TO SHEATH INGi e 1 11 O.G. MAX. WRB L,4 T E R #1, STUCCO WRAP WOOD 5HEATHING METAL LATH UJRB L,4*rER #2, FORTIFIBER 5IJI,LU ING P,41=ER. 1E) A M -m �1411 Cur-`RNER BEAD k0--2-0-% F"I-)L IF17 COLUMN SHEATHING T 1 WEATHER REI5TIVE Y •' 3" X 3' 2(o GA. GALV. FIN15H LAYER (2 LAYER METAL DRIB' EDGE / PEEL 4 STICK) SET IN FULL BED OF f I U1E,4T�-IER RESISTIVE .,.• - - -- �.. SEALANT, Y" MIN. Y EL 4 � DRIP r SPACE FROM DRIP /� _ �A =, (° S.A.F. STICK FACE TO TREX EDGE TO �� / PEEL 4 STICK DECK \ Ij Ir I Vx3' "L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 1 yRODAPSEALAFOR BNT KER 1 " X 3" 2& GA. GALV. 1 Y2"Xl :Y4" P.T. OR SIMULATED METAL DRIP EDGE WOOD (TREX) FILLER, s:: 'VINYL GA51NG BEAD 1�," GAP FOR BACKER SET IN FULL BED OF CONTINUOUS ` ;, ROD SEALANT SEALANT, �' MIN. WATER PROOFING let e r''- - WEATHER RESISTIVE Y ' SPACE FROM DRIP WEATHER RESISTIVE BARRIER 1 1 �_ ' ` / 1 BARRIER #1 LAYER (2 LAYER PEEL k: ° : 1 VINYL CASING BEAD 1 I* :-. STICK.) WRAPPED FROM;:;' --- WEATHER RE515T I VE BALCONY DECK TO 1 I)k$. WEATHER RESISTIVE CANTILEVER AF W � °o 11y BARRIER "2 ��, \ BARRER *2 WATER PROOFING tat 1 I::.`: I .; LAYER C2 LAYER PEEL EXTERIOR COLUMN (o" PEEL 4 STICK e I DECK MEMBRANE, '•• AWr CLARITY Yep \ DRIP EDGE TO DECK 1 � STICK) � Ar�,nrrorecL,alelrr COLUMN SHEAT�I-ZING EXTEND OVER DRIP + \ SUB FLOOR I _ EDGE I° \ ® 3' X 3" 2(o GA. GALV. METAL DRIP EDGE PEEL STICK r I X2"x3" "L" FLASHING ry2 - - - - - - - - - �'- - = -` \ 5ET IN FULL BED OF SUB FLOOR I I FULLY EM�3EDDED IN 1 SEALANT, V MIN. ®® = ROOF CEMENT I 3/�" P.T. OR SIMULATED SPACE FROM C>RIP \ 1/ I ` D (TREX) FILLER, FACE TO TREXI1 Y" X 3" 2(a G,4. GALV. TINUOU5 I — — — — — — — — — SETMETA PERIP I KEDGE Y� GAP FOR BACKER VINYL CASING BEAD - OF - ROD SEALANT I ++ WATER PROOFING let 1 Y2"X1 ka° P.T. OR SIMULATED SEALANT,' MIN. FINISH LAYER (2 LAYER WOOD (TREX) FILLER, I r: C2 LAYER PEEL 4 SPACE FROM DRIP -�4 LAYER PEEL STICK) STICK) WRAPPED FROM CONTINUOUS I /FACE TO TREX 3/4 RESILIENTI . BALCONY DECK TO Y4" CHAP FOR BACKER I Y - -` VINYL CASING BEAi7 HAT CHANNEL I CANTILEVER ROD SEALANT I WATER PROOFING let I ` , " THICK, 3 COAT GEMENT MODIFIED SO 1 I: VINYL CASING BEAD I � LAYER (2 LAYER PEEL � PLASTER STICK) WRAPPED FROM METAL LATH 3/4 RESILIENT I.4 BALCONY DECK TO HAT CHANNEL I .: 5/5" TYPE "X" DRYWALL I I, WOOD SHEATHING VINYL CASING BEAD I ;. CANTILEVER I WEATHER RESISTIVEI W/TEXTURED 4 PAINTED E,,gFaRll=R *1 I" THICK, 3 COAT GEMENT FINISH WEATHER RESISTIVE PLASTER " THICK, 3 COAT CEMENT BARRIER *2 5/8" TYPE "X" DRYWALL I METAL LATH PLASTER VINYL SOLID WIDE -FLANGE W/TEXTURED 4 PAINTED I CASING BEAD FINISH WOOD SHEATHING VINYL CORNER BEAD DO NOT CAULK OR VINYL SOLID WIDE -FLANGE VINYL CASING BEAD SEAL GAP" THICK, 3 GOAT CEMENT CASING BEAD PLASTER SE NOT CAULK OR 1—HOUR BALCONY D RIP VINYL CORNER BEAD SEAL GAP 11A EDGE INSTALLATION VINYL CASING BEAD 1— HOUR BALCONY DRIP 11B EDGE INSTALLATION @0 COLUMN SCALE: NTS WOOD SHEATHING CMu CORNER aE,41D (F,46TENER 4 5PAGINGz e -1" O.G.) %` THICK, 3 COAT CEMENT PL,45TER ADPL I ED DIRECTLY' TO MASONRY 11 IAI JD -` Cab IDDLU"' C K nym COTIRNED "DEATIJ 11 1--r JLI� ) WRB LAYER *1, STUCCO WRAP WR5 LAYER 02, FORTIFI15ER BU ILD ING PAPER METAL LATH i" THICK, 3 COAT CEMENT PLASTER (o"5ELF-ADHERING err- •— 4', WINDOW FLANGE I- — DR4INAGE PLANE (UJR LA**'ER #1, 6TUCCO UJRAP) WR5 LA'*r'ER 1*2 (FORTIFI ER 51JILDING I 7c E ) 1�IETAL LAT�4 &TUGGO WOOD &HE ATH ING ELI=-ADZE,5IVE I=LA641NG 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD - 5/8" TYPE 'X" DRYWALL W/TEXTURED 4 PAINTED / FINISd4 J" THICK, 3 GOAT CEMENT PLASTER X X X X GABLE END TRUSS WEATHER RE515T I VE BARRIER 01 WEATHER RESISTIVE BARRIER n J" THICK, 3 COAT GEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER VINYL CORNER HEAD i> VINYL SOLID WIDE -FLANGE I:5 CASING BEAD I.� VINYL CASING BEAD DO NOT CAULK OR SEAL GAP 1—riUUtc 1itclr rjLurj 11C INSTALLATION @) GABLE WOOD 5HE,4TH ING WRB LA"r'ER #l, STUCCO WRAP ., WR15 L,4` F -R 02, FORT IF 15ER 51JILDING P,4PER METAL LATH (EXPLODED T�-MGIC, 3 GO,4T GE1'''IENT 1 v►EJ FOR PLA5TER I CLARITY) WRB L YER '01, r _ STUCCO WRAP WRB LAYER *2, FORTIFIBER BU ILD ING PAPER f •'d , METAL LATH - 1 �" I " THICK, 3 COAT GEMENT I PLASTER (o "SELF-ADHEfRING FLASkNG DRIP C,n,P—�"""�, l �__ / WINDOW FLANGE 15B CASING- BEAD Ceb (FRAME, NO WINDOW BAND) A R C H I T E C T S Design Goupr inc. 1441 N. KVIVHLU KCAUMIV DLVU. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.a bdesi gngrou p.com AA #: 0003325 SUBDIv. LoT: TUSCA PLACE NORTH LOT #34 PROJECT# 02108.004 MODEL - "175A" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA DA'Tm: 04/27/12 :SCALE: 1,/4.0, i 1' -010 SHEET WA3 a�� W Q w w o � C) U Z q U SUBDIv. LoT: TUSCA PLACE NORTH LOT #34 PROJECT# 02108.004 MODEL - "175A" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA DA'Tm: 04/27/12 :SCALE: 1,/4.0, i 1' -010 SHEET WA3 a�� UJ OOD SHEATHING -----\ UJR5 LAYER #1, ---� STUCCO UJRAP WR5 LAYER 02, FORTIF15ER 51JILDINC-s PAPER METAL LATH I " THICK, 3 COAT CEMENT PLASTER SELF -ADHERING FL,45H f NCS i VINIAL ANGLED t G,451N BEAD t 1, DRIP C14P WINDOW FLANGE UJOOD 5HIEATHIING WR5 L., Yr=R 01, STUCCO WRAP UJR5 LAYr=R #2, F0RTIFI5r=—R r I BU ILD INCA PAPER METAL LATH �cExPLOD ED�� THIICK., 3 COAT CEMENT VIEW FOR PLASTER CLARITY) — IT fii STUCCO WRAP r VINYAL ANGLED ~ \ C,45ING BEAD ' •• I UJR5 LAYER *2, FORTIF15ER 5UILDING PAPER METAL LATH " THICK, 3 COAT CEMENT PL45TER � "SELF-r4DHERINC� � ��'; • DRIP CAP `' • - WINDOW FLANGE CASING BEAD WINDOW rN (FRAME, W/B AND ) 1 UJOOD SHr-'4 I H Ir METAL LATHI WR5 LA'S'ER #1, &TUCCO WRAP WR5 LA`T'ER 1*2, BU ILC) INCA P,4PE " THICK, 3 CO,� PLASTER VIN i -L ANGsLED C145INGI BEAD VIN`T'L CASING Y4' G,4P TYP C451NG BEAD TO TRIM 1X TRIM MEMBER Q STUCCO TO SIDING TRANSITION SIDING -7 J" THICK, 3 COAT CEMENT PL,45TER METAL LATH SEALANT UJR5 LAYER *2, FORTIF15ER 5UILOING PAPER WOOD SHEATHING jrrlfi>i�r WINDOW FRAME �-- UJRB LAYER *1, UJR5 LA,r'ER *1, STUCCO UJRAP STUCCO WRAP C,45ING BEAD �" SELF-ADHEREINC� FLASHING OR PEEL 4 STICK SIDING TO STUCCO CASING BEAD (CROSS SECTI(JN) WOOD CONSTRUCTION 5EYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER WEATHER RESISTIVE ! w BARRIER 02 \ LAP SIDING /� / i_ DHERING 6- SELF -ADHERING t/to RE4'IrAL /' BEYOND FLASHING Ca' SELF-ADHERINGW � � ! WEATHER RESfSTIvE FLASHING WOOD SHEATHING --- BARRIER "1 ;• . WEATHER RESISTIVE STARTER STRIP WEATHER RESISTIVE BARRIER «2 // i I WEATHER RESISTIVE *1 • 6' SELF -ADHERING DO NOT CAULK OR FLASHING SEAL OPENING ` i \ BARRIER TO LAP —J GALV'D METAL GALV'D METAL `,` _--- 'Z' FLASHING 'Z" FLASHING �,/ / /� / i DO NOT CAULK OR � 6' MIN. ABOI/E TOP OF 7' FLASHING 51 -AL OPENING 1 Y4' X (o" SIMULATED . -- WOOD TRIM MEMBER a aTucco CASING BEAD I a . 1 Y¢' X S 51MULA I r- T WOOD TRIM MEMBER 4SEAL GAP W/CAULKING OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO C6) BLOCK TO FLAME TRANSITION 2x FRAM INCl MEMBER CASING {I �j WEATHER RESfSTIVE !W/3/a" FLEXIBLE PvC 11 1 BARRIER *2 BACKER R017) EAD Tl" ---'AND (F]FRIAME) SIDING TO STUCCO WEATHER RE515TNE BARRIER *2 Ca) FRAME TO FRAME 17 TRANSITION 19 — i" TI -TICK, 3 COAT CEMENT PLASTER METAL LATH •a a d , a o a . WR5 LA`T'ER '02, FORTIF15ER 5UILDING PAPER E -Z BEAD VINYL CASING (W/3/5" FLEXI5LE PVC 5ACK,ER ROD) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAM INCs MEMBEi2 BUILDING WRAP )/4" GAP T1'P G145ING BEAD TO WINDOW JR5 LAYER *1, STUCCO WRAF, )RAPPED AROUND FRAMING lEm5ER ;� SELF ADHESIVE FLASHING JOOD 5HEATHING BELOW EXPLODED ,O R CLARITY i .. •. a a n .a. $ a a. Jh�i�. � as 4 .• a 9" THICK,, 3 COAT CEMENT PLA5TEiR METAL LATH WR5 LAYER. #2, FORTIF15ER 5U ILD ING PAPER WOOD SHEATH INCi WR5 LATER 11, STUCCO WRAP (0" WIDE PEEL 4 STICK OVER FLANGE 1= - Z 5E,42 VINYL CAS INCA (W/%" FLEXIBLE PVC BACKER ROD) *APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 FSU ILD INCA WRAP -EZ '13EAD WINDOW CASING G LEEN D DRAINAGE PLANE (UJR5 LA�T'ER #11 STUCCO WRAF) UJR5 LAYER 02 (FORTIF15ER --'-'-'-'-'_ BU ILD INCA PAPER) METAL LATH X x x X WOOD 5HIEATHIINC 6ELF-ADH1E&IVE FL,45HIING - - - - - - A R C H IT E C T S Design Group Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 w WOOD CONSTRUCTION— DHERING BEYOND FLASHINGSWING WOOD SHEATHING --- ;• . I I WEATHER RESISTIVE w // i I WEATHER RESISTIVE *1 BARRIER 1 i BARRIER TO LAP a - I WEATHER RESISTIVE 02 ! � �,/ / /� / i c � 6' MIN. ABOI/E TOP OF 7' FLASHING I BARRIER ' I -p� � � � 11 1 R �,{�," X "I Y" LAP SIDING Z6/� REvEAL i ,� i i U �✓ +� i z o WEATHER RESISTIVE SELF -ADHERING BARRIER 1 WEATHER. RESISTIVE I I FLASHING BARRIER "2 TAL LATH STARTER STRIPM GALv'D METAL DO NOT CAULK OR ! , .- 'Z" FLASHING � 1 COAT C E � E � ` T SEAL OPENING \ '— DO NOT CAULK OR SEAL OPENING CEXPLODED / GALV'D METAL `. ' WEATHER RE51STIVE V I E UJ FOR "T FLASHING � BAMIN. A 01 TO LAP �6" MIN. ABOVE TOP CL �IT�} 1,Y4- X &- SIMULATED WOOD TRIM MEMBER '- ` OF 'Z" FLASHING E -Z Bi=AD VINYL CASING 1)/,' X �c+' SIMULATED CW/iib' FLEXIBLE PVC 'i \ I Wt�OD TRIM MEMBER " BACKER ROD) y / 5ELF-ADHERING (ol SELF -ADHERING' :, ,., ir FLASHING FLASHINGS Y$" THICK 3 COAT CEMENT t-LASTER 'i :i '"a �;: 1 ,,�.,°.' * ' � ! SEAL GAP W/GAULKINCa OR APPROvED SEALANT WEATHER RE515TIVE WEATHER RESISTIVE BARRIER *1 BARRIER *1 F -,Z BEAD vINYL CASING CASING {I �j WEATHER RESfSTIVE !W/3/a" FLEXIBLE PvC 11 1 BARRIER *2 BACKER R017) EAD Tl" ---'AND (F]FRIAME) SIDING TO STUCCO WEATHER RE515TNE BARRIER *2 Ca) FRAME TO FRAME 17 TRANSITION 19 — i" TI -TICK, 3 COAT CEMENT PLASTER METAL LATH •a a d , a o a . WR5 LA`T'ER '02, FORTIF15ER 5UILDING PAPER E -Z BEAD VINYL CASING (W/3/5" FLEXI5LE PVC 5ACK,ER ROD) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAM INCs MEMBEi2 BUILDING WRAP )/4" GAP T1'P G145ING BEAD TO WINDOW JR5 LAYER *1, STUCCO WRAF, )RAPPED AROUND FRAMING lEm5ER ;� SELF ADHESIVE FLASHING JOOD 5HEATHING BELOW EXPLODED ,O R CLARITY i .. •. a a n .a. $ a a. Jh�i�. � as 4 .• a 9" THICK,, 3 COAT CEMENT PLA5TEiR METAL LATH WR5 LAYER. #2, FORTIF15ER 5U ILD ING PAPER WOOD SHEATH INCi WR5 LATER 11, STUCCO WRAP (0" WIDE PEEL 4 STICK OVER FLANGE 1= - Z 5E,42 VINYL CAS INCA (W/%" FLEXIBLE PVC BACKER ROD) *APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 FSU ILD INCA WRAP -EZ '13EAD WINDOW CASING G LEEN D DRAINAGE PLANE (UJR5 LA�T'ER #11 STUCCO WRAF) UJR5 LAYER 02 (FORTIF15ER --'-'-'-'-'_ BU ILD INCA PAPER) METAL LATH X x x X WOOD 5HIEATHIINC 6ELF-ADH1E&IVE FL,45HIING - - - - - - A R C H IT E C T S Design Group Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 suss=v. & LOT: TUS C A PLACE NORTH LOT X34 PROJECT# 02108.004 MODEL: "1756" GA t&GE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT: (..STATE OF FLORIDA Vi',', 0 7d1 ©0,. bktji: 04/2'7/12 .'SCALE: 1/4P3 =1' — 0" sI.3EET VA4 0lp(2 3 J w 0 w w c � U z o � u suss=v. & LOT: TUS C A PLACE NORTH LOT X34 PROJECT# 02108.004 MODEL: "1756" GA t&GE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT: (..STATE OF FLORIDA Vi',', 0 7d1 ©0,. bktji: 04/2'7/12 .'SCALE: 1/4P3 =1' — 0" sI.3EET VA4 0lp(2 3 J CUT HOUSEWRAP AT 450 ANGLE MODIFIED "I" CU' IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOL OVER 5HEATHIN WD STUD WALL INSTALL 6" SELF-ADHE FLASHING C NAILING FL, JAMk 3 EXTEND FL 1" BELOW S FLEXIBLE I DO NOT SE FIN JL II 11 11 EMIPORARILY ;)LP -UP 4 SEC auSEWRAP (O ICK FLAP UNC HEAD FOLD HOUSEW N AT JAMBS + SLOPE SILL F k--) JL 11 � qSTALL lb" SELF-ADHE 'LASHING C /INYL HEAL :LASHING ( >AMS) NAIL :LONGE EXTEND ]ELF-ADHE LASHING I 3EYOND J, =LASHING N6TALL VII AP t�J u " " 11 r^ -_s ALIGN FLASHING W/ INT. EDGE OF 511-L R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TF FLASHING AT THE FOLD HOUSE DOWN 4 TAPI: DIAGONAL C ACRO55 HE, WINDOW 1 ,, , _u 1--y ,PPLY 3/6" NOM. :ONTINUOUS BEAD )F SEALANT AT AM55 AND HEAD ©r 4PPLY TO BACK OF )INDOW NAILING LANGEE IN LINE W/ IRE -PUNCHED IOLES OR SLOTS, T)E ADHESIVE - XIBL1= FLASHING ,/ER DRIP CAP =CTO -WRAP _CQUIV) WINDOW FLASHINU INSTALLATION DETAILS lLj ULL W"AD 3CALE:NTS STEP 4 STEPJ 2 INSTALL WINDOW PLUMB, LEVEL AND 6=ARE PE MANUFACTURER° WRITTEN INSTRUCTIONS —APPLY MEMBRANE FLASHING OVER JOINT NOTE: I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPAT1931LITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS k SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: GLE,4N ,AND SE,4L J,4M5 TO SILL JOINTS WITH DOW 1199 FOLLOWING CC Mf=LETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED 4T ,41-L WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: 5E,4L INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H IT E C T$ Desin Group Inc. .441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 Su811IV. &LOT: TUSCA PLACE NORTH LOT X84 PROJECT# 02108.004 MODEL: "1756" GARAGE SWING: LEFT PACE: WALL ASSEMBLY DETAILS: WINDOW FLASHING I I --j ARCHITECT STATE OF FLORIDA A Pi 11 3 il 917 �A 04 27 12 SCALE: 1 /4" =1' - p„ SHEET '=�' � D WA5CSF' w � Q o 0 � d U h (P Su811IV. &LOT: TUSCA PLACE NORTH LOT X84 PROJECT# 02108.004 MODEL: "1756" GARAGE SWING: LEFT PACE: WALL ASSEMBLY DETAILS: WINDOW FLASHING I I --j ARCHITECT STATE OF FLORIDA A Pi 11 3 il 917 �A 04 27 12 SCALE: 1 /4" =1' - p„ SHEET '=�' � D WA5CSF'