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HomeMy WebLinkAbout2584 Vineyard Cir (a)J FOR: www. arnorton,, com CBC1 252212 o STATE OF' :FLORIDA is DESIGN CRITERIA: REVISIONS DESCRIPTION ABBREVIATIONS FLORIDA. BUILDING CODE (FBC) 2007 RESIDENTIAL CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE Lay. LAVATORY # DESCRIPTION W/2009 SUPPLEMENT A/C AIR CONDITIONING LUM. LUMINOUS A3 05/09/11 ADJ. ADJUSTABLE M.C. MEDIC'INE CABINET -2007 FLORIDA FIRE PREVENTION CODE ALT. ALTERNATE 1%,IFR. MANUFACTURER D.R. HORTON. HOMES *NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION AMP. BD. AMPERAGE BOARD MIN. M:t'. AIINI`IUM METALTHRESHOLD 5850 T.G. LEE BLVD. SUITE 600 sALL LOCAL AND STATE CODES CL CAB. CENTER LINE CABINET MTD. MTL. MOUNTED METAL ORLANDO, FL, 32822 C'LCi. CLR. CEILING CLEAR N.T.S. O.C. NOT TO :KALE ON CENTER (� 850-52,00 TEL. 4 0 CONC. CONCRETE PL PROPERTY LINE (ry ) ( CPT. CARPET Y.B. PUSH BUTTON FAX: ( 4-07) 850-5300 *OCCUPANCY — RESIDENTIAL, GROUP R8 C.T. D. CERAMIC TILE DRYER PH. PLT. PHONE PLATE s CONSTRUCTION TYPE — VB DBL. DOUBLE PL PLYWOOD D.U. DUAL GLAZED PR.R. PAIR * MIN. INTERI.OR FINISH — CLASS B DIA. DIAMETER P.T. PRESSURE'TREATED -BASIC WIND SPEED — 120 MPH (M/S) DIA,I. DISP. DIMENSION DISPOSAL R. RAD. RISER RADIUS p i �tl • 1 —STORY RESIDENCE — DP. DEEP R.A.G. RETURN AIR GRILL • STATE OF FLORIDA_ s2—STORY RESIDENCE — MAX. HEIGHT AS PER DR. D.S. DOOR DOWNSPOUT REF. RM, REFRIGERATOR ROOM LOCAL AND STATE CODES DTL. DE'T'AIL R.O. ROUGH OPENING PROFESSIONAL ARCHITECT: " J D.W. DISHWASHER S.C. SOLID CORE EXT DR SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 EA. EACH S.D. SMOKE DETECTOR USED FOR DESIGN INCLUDE: ELEV. ELEVATION S.H. SINGLE HUNG JAMES CANTWELL EQ. EQUAL SHT. SHEET * CONCRETE MASONRY RESIDENTIAL EXH. EXHAUST SIITIIG. SHEATHING AR NO. 12079 *CONSTRUCTION WOOD FRAME CONS`T'RUCTION EXIT. EXTERIOR SHWR. SHOWER *AMERICAN SOCIETY OF CIVILENGINEERS 7-05 F.G./FX. F.G. FIXED GLASS FUEL GLS SIM. SL. SIIvULAR SLIDING A.B. DESIGN GROUP, INC. FIN. FLR. FINISH FLOOR SL. CL. STD. SLIDING GLASS STANDARD JQ.FT. CALCS 1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCENT SWS SHEARWALL LO N GW O O/D , FLORIDA ti:3 2 7 5 0 FR. DR. FTG. FRENCH DOOR FOOTING 'TEMP. SECTION TEMPERED GLASS r �r/�_�/lr � Tel_: (40"�} ! 0 ( L.iviNC; 1890 5G?. FT. GA. GAUGE THK. T.O.C. THICK TOP f � ����� ��� 5a �� GAR. DISP. GARBAGE DISPOSAL OF CURB r` ry r -J r /{ ry Fax: (40 4-'40 (8 G.P'.I. GROUND -FAULT CIRCUIT T.O.P. T.O.S. TOP OF PLATE "LAB () ( ENTRY 26 5Q' FT' INTERRUPTER 'TYP. TOP OF GL. GLASS TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED TOTA4. 2325 50. FT. P4TI0 40 50. FT. H.B. H.C. HDR. HOSE BIB HOLLOW CORE HEADER V.P. W. OTHERWISE VAPOR PROOF WASHER PLAN REVIEW OPT. COV. PATIO 1(oO 5Q. FT. HOT. OR HT HEIGHT W/ WITH DATE CHECK -ED BY: INSUL. INSULATION WD. WOOD INT. INTERIOR WDW. WINDOW W/H W.I. WATER HEATER WROUGHT IRON REV. DATE REVISIONS DESCRIPTION INDEX OF DRAWINGS 03/1&/11 2,011 L'_)ISCOVERY REVISIONS COMf=LETED SHEET # DESCRIPTION 2 04/1/11 QUALITY CONTROL REDLINES PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG CI—COVER PAGE GN—GENERAL NOTES 1 —FOUNDATION PLAN 1A—DOWEL PLAN 113—LINTEL SCHEDULE—(CAST—CRETE) 113.1—LINTEL SCHEDULE—(WEKIWA) WIND LOAD CALCULATIONS 2 —FLOUR PLAN 2 BC—FRONT & REAR ELEVATION "C" 4C—LEFT &: RIGHT ELEVATION "C" 5C -FRAMING PLAN ELEVATION "C" 6—ELECTRICAL PLAN 7—MECHANICAL LAYOUT' B—CABINET LAYOUT D1—FOUNDATION DETAILS D2—MISC. DETAILS D3-1—STORY WALL SECTIONS D4—MISC. DETAILS D5—MISC. DETAILS SER A3 05/09/11 CONTROL DATE A 05/13/11 CONVERT NEW TRUSS LAYOUT FROM 5OUTHER 4 FOR ELEVATION "A 5 AND C" 06/06/11 ADDED SOUTHERN TRUSS ENC4. O�,/15/11 Sfi,I.0 BASS BAY ELEVATIONS "D"VE" X6/29/11 A1a0 NEW TRUSS ENCS FROM GCA, ELE�r ", c° 06/29/11 AlDp NEW TRU,35 ENG FROM RRo�UILIa, FLEVA. "A" S Oa/03/11 A4D17) NEW TRU55 ENS FROM RROBUIL�:-), FL_Fv- oa/10/11 FROf5UILp TRUSS fENCi. ELEV. D 4 F �r o Gq � p i �tl .A R CH ITEC TS L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngrou p.com AA #: 0003325 go E CiT 4 �r o Gq � p i �tl Limmi0o quisinv. & T..OT: TUSC;A PLACE SOUTH LOT 2017 ]PROJEC I 02108.005 "'1892" C#ARAGEESWINCA: INCA: LEF 1 PAGE. - (20 VE R ACE:(20VER PAGE ARCHITECT- STATE RCHITECTSTATE OF FLORIDA J y'H 13 2012 � 2012 6A ; O1 11 12 SCATE: 1 /[I F]-1,-0„ SHEET' r C ®F'� Mw I l GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREA FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 11. 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 VI I. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C ROOF LIVE LOADS ** ""MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE 8301.6 OF THE FBC 2007 RESIDENTIAL ROOF DEAD LOAD PSFj FIBERGLASS SHINGLES 17 CONCRETE TILES 25 WIND LOAD CRITERIA BASIC WIND SPEED 120 MPH WIND IMPORTANCE FACTOR (IW) 1.0 EXPOSURE CATEGORY B WIND DIRECTIONALITY FACTOR (KD) 0.85 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 8301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 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 BUILDERTO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE AFTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: 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 2007, SECTION 8309.1.1: 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 2007 SECTION 8309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN V2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN "%-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL . ALL CONCRETE FOOTINGS S)HALL 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 V THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 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 Pm = 1500 PS I. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN 1/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION 8607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3'-0".FRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 1. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: 1. PRIMARY REINFORCEMENT, TIES, STIRRUPS SPIRALS 1%" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN S)PECIFICATIONS (NQS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FUR 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.) STRESS GRADE 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 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE 011 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 2007.. 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 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 %" 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 2< STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALT_ BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WAFER SUPPLY LINES SHALL BE CPUC. 3, CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS' SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 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 I 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 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. FBCR311.2. A R C H I T E C T S Group �71r0�p Inc. 441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J sUmBDIV. LOT: TUSCA PLACE SOUTH TH LOT 201` PI OJEC'I' ff 02108.005 M®DTI.: "1892" GAP.AGT SWING: LEFT PAGE: GENERAL NO'I'ES ARCHITECT. STATE OF FLOBIDA ,14,10 zolz NO=,12079 O "1 1 "1 12 SCAB: 1/4))=13-0)3 SHEET (Fl-lIr I\ [ 0F 11 w ua Q z U q Q sUmBDIV. LOT: TUSCA PLACE SOUTH TH LOT 201` PI OJEC'I' ff 02108.005 M®DTI.: "1892" GAP.AGT SWING: LEFT PAGE: GENERAL NO'I'ES ARCHITECT. STATE OF FLOBIDA ,14,10 zolz NO=,12079 O "1 1 "1 12 SCAB: 1/4))=13-0)3 SHEET (Fl-lIr I\ [ 0F 11 eas: W 2'-0" I�'-0" 2'-0' 6'-8" 13'-4" 20'-0' 1 20'-0' ri U 57 --CURS STRAP TO CONC. UJ/ C2�-3/1(0"X2 TAP -CONS CONC. SLAT= 1PSON WF3 _L STRAP EaUAL :CURE STRAP TO IT uJ/ (2) #axl 1/4 5HT MTL 5CREUJ5 A C CONNECTiu, N r- l't) PAD DETAIL -------------------------- f I 14'-0" l 24"X24'X12'-1 CIONc.PA>a E.W. ON CHAIRS MIN. 3" COYER 4" (2) TYP. CONC. I- l `t O c° . I I EXTENp I S!-A�3 1 1/2" ------------------------ opr �,�COVEFZED PATM)) ---------------- 26'--6,' PAYrZRS 13'-3"11 13'-3' 24"X24"X12" CONIC I — PAp BARS__Z CONC. 4- E -W. ON CHAIRS 5LA5 Dl MIN. 3" COYER 0 (3-TYP) -31/2 L liF- (jc--Di�Yl'. _L1V.4I S�'/Y1i'I'.P_ PATIO FOUNDATION PLAi"N\ NOTE: A/C LINES FROM AIR HANDLER UNIT TO CONDEN50R TO 5E RAN IN ATTIC. ENTRY 4 FATIO 5L,455 TO 5E FOUREp AT FINAL POUR WITH 1DRIYEWAY, I A R C H IT E C TS Design roup Inc. 1441 N. RONALD RF_AGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Ll Q w ILI sem: SHEET 1 oll 9 Q p IL u `, i SWIBDIV. & I.OT: TUSCA PLACE .SOUTH LCAT 2017 ]PROJE � 02108,005 MODIMIL.; "1892" QATZACtE SWIENG; LEFT ]PAGE.- F'OUI DAT1_01 PLAN ARCHITECT= STATE OF FLORIDA) JAM V3 201z JAMES Al AR/110 1 DA 01/11/12 sem: SHEET 1 oll 9 DOWEL PLAN 1 71 ELEVATION " C " 59 E 95 A R C H 1 T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBIDIV. & WT: rr"USCA PLACE SOUTH LUT 2017 PROJECTSE 02108.005 MODEL: "1892" GAIRAGE SWlNO; LEFT PAGE: DOWEL PLAN ARCHITECT STATE C -FF LaC�R1DA — JAN 1 I zolz t SC Ai.LE: 1 / 4" —=z ' _ 0" 1Q SHEEN' 1A z a G � 0 � � Q SUBIDIV. & WT: rr"USCA PLACE SOUTH LUT 2017 PROJECTSE 02108.005 MODEL: "1892" GAIRAGE SWlNO; LEFT PAGE: DOWEL PLAN ARCHITECT STATE C -FF LaC�R1DA — JAN 1 I zolz 4 "1 1 "1 12 SC Ai.LE: 1 / 4" —=z ' _ 0" 1Q SHEEN' 1A oF1 e 4 LINTEL SCHEDULE LINTFL 1_FNGTN NO. TYPE COMMFNTS GRAVITY UPLIFT L 2 4'-(o'sFl&-015AT L E�1GTH TYPE TIP tea- SF12-m I6- 0- -OF- a- 32-m �ENGTII 11-21127M spa -1B aF1a-143 ail;-1� a�a0-1 aFa4-I� 8F2a-1S aF32-0 2'-IID"134") PRECAST 23ID2 316b 4413 6039 1526 3004 1!0412 11936 9065 4008 31{x6 4419 6039 i526 9004 10412 11936 (421) PRECA$T 2302 3136 3311 4689 (001 1315 6630 9341 5219 6204 316f;, 44-13 6¢133 1526 3Q104 10412 11936 4' -ID' f4a') PRECAST 2029 2325 2496 3461 443a 5410 6354 1336 54332 3680 2646 4413 6(1139 1x26 90rG4 10412 11936 PRECAST 1,51 1161 1313 26,51 3403 4149 4a9ty 5644 1660 1162 2110 4¢121 4039 1526 9(0214 10412 9642 5'-4' f64'J PRECAST Ila4 1223 130) le09 2911 2626 3330 3a4b 72i 1�o4'JPREGA6T 1665 2053 5051 ro096 r-, (.424 1450 5'-10'(101) PRECAST &aD i(I 1059 1414 1589 2304 2121 301 4549 505 505 64 4144 545a 4431 5260 6122 3665 4241 420 )1 3aCa3 2146 3356 3311 4565 3010 3583 4151 1 3336 5260 1134 8995 ba90FREGAST 2250 2169 S�-:5000 16156613 '10-7 2450 616 1141 1162 1654 2192 2103 3'216 3132 �l -11 -(' ('�W) PRECAST I 5041 9'-4' (1121) F'REGA5T9 1415 1914 '1354 1463 1710 1422 1154 2021 165 1212 1612 2544 34 13 4030 3121 PRECAST 45� 422 e0t 1125 912 1122 1326 1535 666 1025 1514 2081 2114 3130 2404 11'-4' 119(0') PRECAST 445 598 935 1365 1x54 2355 1193 2015 1131 636 935 1366 1a54 2441 3155 4044 12'-P�"1144') PRECAST 414 645 264 1254 1653 2014 1510 Lala 1104 13i1r3 555 864 1254 Ip93 2211 2832 3530 13'-4' (160') PRECAST 3�2 421 126 IOaa 1331 1635 1224 1412 fa31 616 46S 148 1016 1432 1&55 2343 2920 14'-01(l6a') I-RECA5T 332, Sal 1614 1139 1190 1462 10al 1260 500+ 340 455 66(, a41 1335 1114 2153 2666 14'-S'!I iF>') FRE6TRE553=D NR NR MIRIN 1004 NR NR NR NR 398 14'-r0'(16a') PRECAST 4(75 316 493 2045 2010 3155 3165 15'-4' 1124') f=RE9TRES9E> 1 N R NR 545 31a NR NR NR NR 420 696 1250 1a55 2310 2439(0 3410 17'-4' 1208')PRESTRi 6SEt3 N.R. NR NR NIS NR NR NR NR 1156 1491 310 530 950 1400 1¢00 2200 260¢1 n'-4'(232') FR3=6TRESSEGNR N.R. BfPI NR NR NR NR NR NR 542 191 240 400 150 1090 1400 1120 2030 21'-4' (256') f'FESTR)=8BEI7 36) NR NR NR NR NIS NR NR 183 330 610 940 1340 Ilao 2110 432'-O'12b�}')FiSTRE55)=l7 N.R. NP, NR NR NR NR NR NR 19'-4' (232') F'RE6TRE65ED 160 300 510 1 610 1250 %6 o 1910 24'-0C2881)PRESTRE93EG N.R. NR NR NR NR NR NR NR 1160 130 240 4l2 laa 1f090 1350 1 Iral¢1 LINTEL SCHEDULE LINTFL 1_FNGTN NO. TYPE COMMFNTS L 1 4'-61 UPLIFT L 2 4'-(o'sFl&-015AT LATERAL TIP 8'1 1 12-1TIry-iT 20 -IT 24-1 28 -IT aF32-1T 8FF3Fa-a�R I�Fb-2T 6FF10-2T alft4-2T 8R -2T 8R22 -2T aRF26,-2 �ENGTII 11-21127M FI6-2 0-2 F24-2 a-2 SF32-2T aU8 aF8 2'-10"(34") PREGA5T 2121 gala 4101 5332 6501, loll 9065 4008 I&2i 3412 2121 2164 3951 F lw 6401 1630 8851 2021 2021 3'-S' (42') PRECA5T 2165 2289 32(,0 4231 5219 6204 1192 3412 49&2 6412Wll'� 2165 25169165 10&l& 4125 5031 6061 1096 1261 1251 4' -fes' (4a'J PRECAST lal8 1989 54332 3680 4532 6381 6245 6412 3rvID9 423f0 Ia18 1925 2,150 3563 4422 5264 (vll0 932 93& !b4'J i�RI=CAST 1660 1162 2501 3251 4010 4161 55x5 2091 6411laf0") PRECAST If,f,O 1105 2435 3111 3913 466a 5406 -121 72i 1�o4'JPREGA6T 1993• 14x4 2110 2141 3315 4010 4645 I'-k�' l9fIJ') PR CA3t &aD i(I 1393 1431 2050 2610 3293 9920 4549 505 505 6'-IID'nov PR>=GAST 1212• 1351 1930 25ID5 3024 3665 4241 420 a34 1253 1212 1315 1615 2.141 3010 3583 4151 410 41a PRECAST 1141• 1200 1133 2250 2169 3290 3212 '10-7 2450 616 1141 1162 1654 2192 2103 3'216 3132 �l -11 -(' ('�W) PRECAST I 1415 1914 '1354 2131 3210 1461- 1301 2351 2191 3245 5131 65-1 AE 960 1269 I6b0 1652 2144 1192 IS'a0 1910 2211 U134 454 '�fl� PRECA5T 193 1021 1261 1436 1131 II( 6111 16039 1369 1-111 2034 2358 31M' 493 PRECAST 666• 439 696 a99 1104 13i1r3 1515 666 532 905 1295 1595 1x36 2136 3�,3 55(2 12'-0"(1441) PRECAST 501• 400 fa31 616 1001 Ilab 1312 (+31 486 818 1209 1614 1139 2086 340) 494 13'-4' (I(afL1') PRECAST 500+ 340 532 66(, a41 991 1153 513 403 662 1004 1361 Iw31 1691 _302 398 14'-r0'(16a') PRECAST 458• 316 493 (+35 Ila 922 IP�65 545 31a bag 922 1224 1561 14'-8' 1116') I-FE5TRi=5eED 243 295 459 591 124 551 990 243 952 682 252 1156 1491 1142 15'-4' 1124') FT�E`5TRE83E) 1 228 2l0 430 563 611 BfPI 325 N.R. 22a 325 542 191 1012 1361 1616 121 166 236 36) 464 5(,l 610 114 (205')pt?E57RE53EiI N R 255 16b 216 449 649 a14 1121 1369 19'-4' (232') F'RE6TRE65ED 165 201 313 401 430 512 rvvl N.R. 2ID4 165 239 983 550136 340 1160 21'-4' (256')FRE57RESSEG 145 166 2'15 35E 433 512 5w 142 ala 336 411 635 sol 393 N.R. 112 243'-O'(2fa4'JFRE5T 5SE17 140 IPO 265 343 415 433 5(18 131 205 322 451 601 ill 941 H. R. 1 �i I 241-01!25&') PRESTR'ES5ED 121 165 244 312 350 1 441 515 124 lab 290 402 538 620 233 N.R. 135 LINTEL SCHEDULE LINTFL 1_FNGTN NO. TYPE COMMFNTS L 1 4'-61 GRAVITY L 2 4'-(o'sFl&-015AT LENS TN rrPE I<u ¢'- F'�IS�-©B aFi}=1A- Rfla- e1�22- RF26- 8FF3Fa-a�R I�Fb-2T 6FF10-2T alft4-2T 8R -2T 8R22 -2T aRF26,-2 f�3<d-2 gra-iR aceto-tQ ap�14-� a�F19-� 91iF2z-I>� a1za-ta aFF-t& 4'-4' (52') PRECAST 1469 1591 3053 2352 3354 43?9 5304 6680 3110 4008 I&2i 3412 49&2 64"12 1941 9416 IPI& -1& 4'-�" 1541J PRECAST 13x1 1449 2152 2114 3600 4451 5315 6264 1455 2240 1102 3412 49&2 6412Wll'� 853 653 10&l& 5'-a" (r✓S') PRECAST la5 632 1612 1550 20555 4326 350,54014 3N4 1132 1141 61 6412 3rvID9 423f0 643395'-I0' (1ID') PRI=CAST 135 8�• 15001448 1142 13?46 2965 3581 33521103 2051 3511 64120 2091 6411laf0") PRECAST aaa901 469 Ibl1 29.33 25162 ISIS 4522 3101 3642 301 1611 2333 4100 6130 alil 6101 I'-k�' l9fIJ') PR CA3t &aD i(I 1911 2252 1358 2451 2944 3439 22CO 2153 16,4 1311 2329 3609 5492 6624 5132 111') PRECAST ail 420 a34 1253 1011 1342 1614 Iea6 205 1123 S35 928 1491 2113 2615 3595 2815 LINTEL SCHEDULE LINTFL 1_FNGTN NO. TYPE COMMFNTS L 1 4'-61 UPLIFT L 2 4'-(o'sFl&-015AT L 3 5'-5"FbF20,15AT ATERA TYPE LENC-�tN ar> �-rr arz�tm-rr aRl w-tr eRta-IT t�R{ 22-rr at28-1 oRF3o-1 BFl(o-05/1T L 6 4'-61 aF16-015/]T I�Fb-2T 6FF10-2T alft4-2T 8R -2T 8R22 -2T aRF26,-2 f�3<d-2 &RU akF 4'-4' (52') PRECAST 12411 1513 2413 3260 4112 4961 5626 aF16-05/]T 1244 1519 2339 3110 4008 4550 5696 592 932 4'-(43' (541) PRECAST 1192 1501 2.511 312) 3331 4156 5511 � 1192 1455 2240 36 3531 4643 5453 853 653 �✓'-&' (60') PRECAST 924' 1112 119623 3055 36&9 4326 3N4 1132 1141 61 2918 3rvID9 423f0 B01 501 PR)=CAST 8�• 113& 1142 52 P2042 2965 3581 4136 B96 1039 t63022 2091 3431 4106 469 469 ./ ,-a' (aID')PRECA5T -I-I& ase ISIS 2S'13 3101 3642 its 936 146& 1981 2509 3015 3563 830 1100 7'-(a' C`JQ)1) PRECAST 668 691 1325 1810 22CO 2153 3221 6B& 249 1305 1162 2225 2rv90 3151 110 941 9'-8' CII6') PRECAST 533+ 1 433 205 1123 1413 1104 1998 633 521 1009 1365 112a 20aa 2450 616 614 LINTEL SCHEDULE LINTFL 1_FNGTN NO. TYPE COMMFNTS L 1 4'-61 al;l(a-O5/IT L 2 4'-(o'sFl&-015AT L 3 5'-5"FbF20,15AT BRF22-05/1T R GE55i=D L 4 17'-41, 141 L 41-61 BFl(o-05/1T L 6 4'-61 aF16-015/]T U L a 4'-6' aF16-0F5/1T L 7 (31-411 aF8-15AT l 10 4'-61 8F16 -P5/IT L II 4'-6' L 12 5' -IPS' (- 13 4'-6' W6 -05/IT aFl(o-05/1T 5F16-05/IT L 14 5'-Ir0" aF16-05/]T Fi F1' v� lLI � Q W 141 U 1 11-1 vj I U A }- z Q � � z � U � 61 '1 �1 A RCHITECTS -441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J TUSCA PLACE SOUTH LOT 201` PROJEC".'I'l-ra 02'108,005 MODEL: "18 92" GAIZAGE SWING: LEFT PAGE: LINT'1F'll SCHEDULE (WEKI_ WA) ARCHITECT* STATE OF FLORIDA JAN/A'3 2012 NO 12-079 I►Ae G "1Z 11 12 SCS: 14->a_1,_0,a SHET JL) o o l 9 �1 W O U W r � U TUSCA PLACE SOUTH LOT 201` PROJEC".'I'l-ra 02'108,005 MODEL: "18 92" GAIZAGE SWING: LEFT PAGE: LINT'1F'll SCHEDULE (WEKI_ WA) ARCHITECT* STATE OF FLORIDA JAN/A'3 2012 NO 12-079 I►Ae G "1Z 11 12 SCS: 14->a_1,_0,a SHET JL) o o l 9 .y.. E ... ... .... .... . ias� I �-,-�ELEVATIU`N "C"&"E C �J EGRESS �GR>=�55 C� C13 102 J WIND LOAD CA L C U L A T 10 N',--) COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE SOW SEE AND TYPE ZONE 120 MPH W REMARKS 1 20 30(v8 DR 4 24.1 2 112 I&'-0 X 7'-0 CaARAGE PR. 5 21.8 / -24.8 25 -SN � 3 17 EGRESS 4 25.1/ � 25-5H 4 11 EGRE58 4 25.1 5 10 23 -SH 4 25.9/ -25.1 ro 11 25-5H 4 25.1 / -27.3 7 (04 ?'I -0" X 8-0' 4 22.8/ -25.0 5" Ca . )~7. 8 I-1 25-5H 5 25.0 / -33.1 9 1-I 25-v1-1 5 25.0 / -33.1 10 24 35-5H 4 24.5 / -20.1 11 11 2G-5µ EGRESS 4 25.1 / -2-1.3 12 1125-5H EGRE55 5 25.0/ -33.1 13 1125 -SH EGRESS 5 25.0 / -33.1 14 24 35 -SH EGRE58 4 24.4/-2&./ UUHEN CALCULATING WIND PRESSURES ON A GARAGE POOR, FLORIDA BUILDING CODE, 2001 ALLOWS THE PRESSURES TO BE AVERAGED WHEN THE OPENING IS PARTIALLY LOCATED IN ROTI -I ZONE 4 AND. ZONE 5 WIND PRE55URE5 ARE BASED ON WIND SPEED =1201" IPH (3 SECOND GUST) IMPORTANCE 1= ACTOR=1.0 EXP05URE C A TEG ORY = B MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED BUILDING iriv:.x 1 EFf,'El-T 'AGE OFAR FA VfY111:11-F 4: A.,=11 a3+1asp-0.71fe F'1~R-C ENT A GE (--3F ARS R -777HIN MO1'tE is �2 1 : (T.1.9)+ 4 r' 0,1r�f) 19.62 -r x'.18 1%i" -f � � .. ;�'1.1I f Ia. J 1 j +- • :�, n;�C:l �r�;t A.VER.AGEGARA.GEDOOR P ES' 11RE A R C H! T EC TS .441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU19DIV. & LOT: TUS C All TPr LLAC F S0 C TH L0' -l' 201_7 VROJECT# 02108.005 MODEL.: "1892» GAFCACIE SANG: LEFT ]PAGE: WIND LOAD CALCULATIONS ARCHITECT: STATE OF FLORIDA - JAS! 1 JAM[ &,NTWEL.L A i2079 SCA?: 1/'�»�1_�» SFIEET ®F 11 �� w � � Q W W Q �l o' Q � cwa U N Q p SU19DIV. & LOT: TUS C All TPr LLAC F S0 C TH L0' -l' 201_7 VROJECT# 02108.005 MODEL.: "1892» GAFCACIE SANG: LEFT ]PAGE: WIND LOAD CALCULATIONS ARCHITECT: STATE OF FLORIDA - JAS! 1 JAM[ &,NTWEL.L A i2079 SCA?: 1/'�»�1_�» SFIEET ®F 11 �� C�1 40'-011 4'-4' 11'-0" (0 '-4" I 23 -SN O's tuC (_/ A L c v, S LIVING 1a� - Q, r -t, GARAGE � 2� SQ. FT. ENTRY -�- 2 Q. FT. ' 25-5H LAUN � 1R-1SH w BDRM. 3 01 211 n} J \UJG X `� Cl_G. LAY. L — _ — -3 w a' -a" C .G. BATH o I _# 2 II 3 _ (CARPET) 42"-I-IIC-;I--1 - ' IfITCHEN 1i2 -15H — — — II 3-5H 3�_4° `� -1'-8" NOOK �a � a(TILE)LCx. KNEE WALL� 0 BATH s� -1'-0' a G. 1 0 11 v (TILE) u1/CTLA55 ABV. . 8'-a" CLC. Q I q 1 3X60— (TILE) Q -� -T = 40)2` WALL LOUD!e W/ G A � PATIO 10'-0"x4'-0" 8080 S.C�.�7, 25-514 ACTIVE --- I -I 1 ' GREAT ROOM a' -a" GLcs. (CARPET) O!Y I ccs 13'-9' 14 TOP 5' -II' -J, i V-4 10'-O„ vI OPT. 13PRM 04 5HOWN LU / =---------- OWNERS i Q /�r------------- SUITE I `Q� 8'-a" CLCD. I,� (CARPET) a'-511 W.I.C.ICLG. IIY 0) (CARPET) - I II DINING I Q)ROOM I II yvI l (CAfi�PET) 11-41 v1 4' _t W C"A I OPT I I OPT I u)- I I o L_ —JL --J `Ci ;� i-1 0o MT 2" STEEL FOYER 00I UJN. PIPE 8 -a GLC_ n 1 I m CON ) — BOLLARD (TILE) :L r • ° — — 72 x54�-/i/ � m ATTIC---- `' ACCESS — _.NIL — — 1211 S.L. a /� 1 1'-011 4'-11" 4'-2" 2 -CAR GAR. - ENTRY N13 16'-0' X 1'-0" O.N. -------------------- -oil/I(0'-0' 20'-0" a u O's tuC (_/ A L c v, S LIVING 1a� - Q, r -t, GARAGE � 2� SQ. FT. ENTRY -�- 2 Q. FT. LAUN � 1R-1SH w BDRM. 3 01 211 41 \UJG X `� Cl_G. LAY. -3 w a' -a" C .G. BATH o \ _# 2 3 _ (CARPET) 42"-I-IIC-;I--1 - ' 51-011 S/ 1i2 -15H — — — 3-5H 3�_4° `� -1'-8" 4-0 5F. r � _0 _T _01 KNEE WALL� 0 BATH -1'-0' v u1/CTLA55 ABV. . 8'-a" CLC. q 3X60— (TILE) Q -� Aew `Ci ;� i-1 0o MT 2" STEEL FOYER 00I UJN. PIPE 8 -a GLC_ n 1 I m CON ) — BOLLARD (TILE) :L r • ° — — 72 x54�-/i/ � m ATTIC---- `' ACCESS — _.NIL — — 1211 S.L. a /� 1 1'-011 4'-11" 4'-2" 2 -CAR GAR. - ENTRY N13 16'-0' X 1'-0" O.N. -------------------- -oil/I(0'-0' 20'-0" a u 4 -0 5F. '--- (_/ A L c v, S LIVING 1a� - Q, r -t, GARAGE � 2� SQ. FT. ENTRY -�- 2 Q. FT. � 1R-1SH w 01 211 41 \UJG LAY. Q -3 w BATH o \ _# 2 (TILE) 2-0 �F. 1i2 -15H — — — 3-5H — 4-0 5F. r -1'-0' N 1 W BDRM.#2 (CARFET) I } 2 f 25-9H 25-5H --- Ec�RE58 ECaRE5S FLO U/` R PLAN Q r CV I EXTERIOR MA50NRY WALL SRG. HEIGHTS NOTES: -DENS ARMOR AT F34THROOMS. -PREFAE 5HOWFR5/TUf35 TO �3E 5ET IN T1 2 F AM PE O 14' - 0' I ti ------------- I (ox(o POSTS I I I I • COVERED PATIO a' -a" C -LG. 25 -AH I i — — — —a080 S.G.D. oil 1111" c�COVERED PATI[ � 1 41-111 35 -SH - ECaRESS ,ELEVATIONS ������- E PATIO 2G'-6 "X8'-0" PAVER6 rox6 FT max& FT &Xb Pt ' P05T POST P05T -, ---------_m_.`--- —_...-------------- COVERED I P'AT'IO a I 26 -011 .o I S' -a" CLc;. 25-5H a080 I I!n I I I I -L I I 111 LjLLLjT_L ACTIVE ------ Q 1 OPT. LANAI W/PAVEf"11, PATIO Pi [4Design Groupinc. 1441 N. RONALD REAGAN BLVD. I ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 S 'Q o .i�l. v (_/ A L c v, S LIVING 1a� - Q, r -t, GARAGE � 2� SQ. FT. ENTRY -�- 2 Q. FT. TOTAL PATIO_ ORt.�WCOATIO 2325 5C�, FT. 40 _SQ.1=t. SQ. FT, w PE O 14' - 0' I ti ------------- I (ox(o POSTS I I I I • COVERED PATIO a' -a" C -LG. 25 -AH I i — — — —a080 S.G.D. oil 1111" c�COVERED PATI[ � 1 41-111 35 -SH - ECaRESS ,ELEVATIONS ������- E PATIO 2G'-6 "X8'-0" PAVER6 rox6 FT max& FT &Xb Pt ' P05T POST P05T -, ---------_m_.`--- —_...-------------- COVERED I P'AT'IO a I 26 -011 .o I S' -a" CLc;. 25-5H a080 I I!n I I I I -L I I 111 LjLLLjT_L ACTIVE ------ Q 1 OPT. LANAI W/PAVEf"11, PATIO Pi [4Design Groupinc. 1441 N. RONALD REAGAN BLVD. I ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUIBDIV. & L.OT; TUSC_A PLACE S 0 UUTH LOT 2017 ]PROJEC , IAF 02108,0«5 MODEIU: "1892" GAGE SWING: LEFT PACE: FLOOR PLAN ri ARCHITECT: STATE OF FLORIDA JAN 11/fUlZ JAM CANTWELL A C 1-2479 PIRI T DATE: 01 11 12 SCA : 1/4"=1'-0" SHEET 2 c— ort w w U v w W q �o� G A (Y. u � cn I �_�1 SUIBDIV. & L.OT; TUSC_A PLACE S 0 UUTH LOT 2017 ]PROJEC , IAF 02108,0«5 MODEIU: "1892" GAGE SWING: LEFT PACE: FLOOR PLAN ri ARCHITECT: STATE OF FLORIDA JAN 11/fUlZ JAM CANTWELL A C 1-2479 PIRI T DATE: 01 11 12 SCA : 1/4"=1'-0" SHEET 2 c— ort (f)COV. PATIO 14 xl2 1 O' -O" FIN. FLR. ------------------- (�)COV. :i 0 L D E UUP El CI Am - "AR Ulf r d A LIR A E IP T. FRONT rLtEvATION 17'-4 1/2" O.A. H T. — I0"X32' DECORATIVE APPLIED L-OUVF7-R —q FEW a' -a" (. HG -r. O' -D" FIN. FLR. — c�a Lm 1m:- 101 Nil In TEXTURED FINISH R G" LAP 511DING I"X6" TRIM DOAFD la"x30" DECORATIVE LOUVER ELEVATION m AREA OF ATTIC 25�g 5Q, FT. NET FRI=EE VENTILATION = 1/300 AREA REQUIRED REaUIRED VENTILATION AREA = 25-19/3UfZ� a,6 5Q. FT, 1237.9 5Q. IN. MIN. REaUIRED VENTILATION IN UPPER PORTION OF ATTIC 5 X 1237.9 IFALANCE TO BE PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. FIER VENT TOTAL # OF V)=NT5 REQUIRED = «) TOTAL * OF VENT5 PROVIDED = «) REAF,Zi TEXTUREID FINISH ELEVATIUN '-a" PRGi. HGiT. RAI5Ep 5AND TY1 . --,--STONE VENEER? o,a'-O FIN. FLR. -a' F51RQ_ HC-sT. -0 11 0'-0" FIN. FLR. a A R C H I T E C T S A Design roup Inc 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 �T�,TR�IV. do LOT; TUSCA PLACE SOUTH LCAT 201`r PROJEG:'1f 02108,005 MODIMIZ )'1892" GAI?A E SWING: LEFT PAGE: FRONT & REAR ELEVATIONS >> C" ARCHITECT TATE OF FLORIDA JAN &O 2012 JAMS CANTWFLL A O 12079 PRI�1' OA 01/11L12; SSC L 1/4,a_1)_0>a SHIMIET 3 C ®j�1 9, r� r� � a I U z ' q U 6? 'Q q � I �T�,TR�IV. do LOT; TUSCA PLACE SOUTH LCAT 201`r PROJEG:'1f 02108,005 MODIMIZ )'1892" GAI?A E SWING: LEFT PAGE: FRONT & REAR ELEVATIONS >> C" ARCHITECT TATE OF FLORIDA JAN &O 2012 JAMS CANTWFLL A O 12079 PRI�1' OA 01/11L12; SSC L 1/4,a_1)_0>a SHIMIET 3 C ®j�1 9, AFfi EA OF ;ATTIC 2579 SCS. FT. NET FREEE VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 2519/300 �i = &.6 SQ. FT. = 123TT SQ, IN, MIN. REQUIRED VENTI -ATION IN UFPER PORTION Or- ATTIC = .5 X 1237.9 w el 18.95 IGAI__.ANGE TO 5E PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT TOTAL # OF VENTS REQUIRED = (0) TOTAI__. # OF VENTS PROVIDEp = (6) I OL 8' -8" BRG. NGT. O,0'-0" FIN. FLR. (UOV. PATIO LEFT SIM. 0'-0" FIN. FLR. C 0 V ® PATIO T. RAISED BAND TiP_ 0'-0" FII STONE - VENEER OFF RIDCzE VENT OFF RIDGE VENT LEFT ELEVATION TEXTURED FINISH OFF RIDGE VENT 1P I �(_H'1' TFXTURED FIN18H I �::j OFF RIDGE VENT ELEVATION.\\, SRC-. HGT. RAISED FAND TYF, STONE VENEER 01-n" PIP 1 — 8'-S" BRG. NGT, IT I I m' -roll FIN. A R C H IT E C TS L144111ILN.RONALD REAGAN BLVD.GWOOD, FL 32750: 407-774-6078X: 407-774-4078abdesigngroup.com AA #: 0003325 E �i w ILI v A Q Q � � q z O U q r� r SLTBIDIV. & ]LOT: TUSCA PLACE s o PT -K LOT 20t7 02108.005 MODEL.- 1892 ODEL.:18J2 Gc3-E �Sw'I�r(a: LE l' T PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT - STATE CE FLORIDA ,JAN 1'3 JAMES ANTWELL AR NO 12079 p►I OIZIIZ12 8C : I/4» _ 1, _ 0,a SHEET 4 ---l' oi'l e HEADER SWAN CHART CONNECTOR SCHEDULE SIZE SIMPSON DE3L 2 x 6 DES. UPLIFT GRAVITY FASTNER >- META -16, 1450 TWO STORY AFFL.ICATION DOWN STAIR5 (1) 10d x 1 12 I -PLY/ (&) l6d 2 -PLY fy Z (2) META -l6 1956 DF31-- 2 x 3 (I0) loci x 1 I/2 I -FLY (D 6'-4" TO a'-0" Iwo a'-0" AND OVFmR (14) lbd 2 -PLY V) HETA-16 1810 3 (9) 10d x 1 1/2 I -PLY/ (8) lbd 2 -PLY HETA-20 1810 0 (9) 10d x 1 I/2 I -PLY/ (6) Ibd 2 -PLY l2J HF 2035 (10) 10d x 1 1/2 I -PLY -TA -20 2500 62)16d 2 -PLY MGT + 3Z65 (1) 5/8' A.T.R.IN HIGH STRENGTH EPDXY elllI ,L 12' ENDED), (22) IOd TO WOOD HG r-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY 0'11N. 12' EMBED), (Ib) IOd TO 1x003 HGT-3 + 10530 Q (2) 3/14' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMEzFd), (Ib) I0d TO WOOD LTAI 1420 021 loci x I-12' o YGT 4940 (I) 5A3' A.T.R. IN HIGH 5TRENGTH EPDXY (MIN. 12' EMBED), (I( v) 61;?5 1/4' X 3' TO WOOF 0)K"T(2-FL03-PLY) 1185/8890 U (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMP£17), (32) 6P5 1/14' X 3' TO WOOp MT6-12 1000 (14) 10d x 1 1/2 HTS -16 1150 (l(o) loci x 1 1/2 HT5-20 1450 (24) loci x 1 1/2 Q dl L5TA-12 ++ 925 (10) IOd LSTA-15 ++ 1235 (14) lead V) 1'15TA-la ++ 1315 (114) lod IL Q 1'15TA-24 it 1640 (18) loci CK M$TA-30 2050 (22) 10ci ~ M5TA-3b ++ 2060 (26) lod M5TI-36 3800 (36) 10d x 1 1/2 MSTI-45 50b5 (4a) lod x 1 12 H6 350 (a) ad TO PLATES, (8) 8d TO STUDS 5P4 885 (&) 10d x 1 1/2" TO STUDS A33 150 (4) 10d TO DEAM (4)12)d To P05T. HC -F,2 645 ((a) loo x 1-I/2' 1 985 (10) ad x 1-1/2 A15U 414 2200 6b65 (1) 5/o' AT.R. IN HIGH 5TR£NGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (12) lbd TO WOOD (/) ABU bb 2300 1200>0 (1) 5/0' A.T.R. IN HIGH 5TKENC;TH EPDXY, (MIN. 1' EMBEDS IN CONC., fl'1)Ibd TO WOOi? O LTTI9 +++ 1340 (I) 3/4' A.T.R. IN HIGH 5TRENr5TH EPDXY, (rIIN. 1' Ef'15ED.) IN CONC., (a)lod TD o WOO 0 LT7205 +++ Ib25 (I) 1/2' A.T. . IN HIGH STRENGTH EPDXY (MIN. 1' i=MP+EP.) 11-1 CCNC. (2)) ' t30LT TO WO0 U 3610 f1J 5/e" A.T.I . IN HIGH 5TRE1 IGTH EPDXY, (MIN. 1' EM15EP.) IN GCMG. (18) loci x 1 112" TO WOOD Z HT74 4235 (1) 5/5' A.T.R. IN HIGH 3TREWiTH EPDXY (MIN. 1' EMBED.) IN CONC. (lb) Ibd x 2 12' TO WOOD 4350 (I) 6/a" A.T.R. IN HIGH STRENGTH EPDXY, (1-11N. 1' EMBED.) IN CONC. (2b) Ifod x 1 1/2' TO WOop H75 46,10 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (2&) loci TO WOOD 6ID9f0 (1) 6/5' A.T.R. IN HIGH t4FLNGTHEPDXY, (MIN. 11 EM p) IN CONC. !26,) Ibd x 2 I2' TO WOOD HHDG711-634 2.5+ 11,445 I) 1' ATR. IN HIGH 5TRENGTH EPDXY, (MIN. 10" EMBED IN CONC., (24)838sy' x ' WOOD SCREWS HL -)l 6,480 (I) 1/a' Af3. IN HIGH STRENGTH EPDXY (MIN. 1' EmBEP.) IN CONC., W.' STUD BOLTS To WooD MSHA 3.5F./1125 3415 5330 (1) 3/4' A.T.R. IN HIGH 5"rRENGTH EPDXY, (MIN. 6,.15' EN5EDMENT) IN Cl-I.U. TOP, (l) 3/4' ATR. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EI-15EDMENT) IN CJ-I.U. FACE, (18)I0d TO F:sEAM V) oc: W M5HA 5.50/1125 3=415 5330 (1) 3/4' ATR. IN HIGH STRENC:TH EPDXY, (MIN 6.15' EMBEDMENT) IN Cl -1.U. TOf-, (1) 3/14' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (l8)lod TO BEAM QD a 0210-3 (WOOD 1510 4000 (FLOOR) 3140 (ROOF) 18-1/4' x 2-a/4' TmEN ( 9 PER FLANGE) To CMU, (lo) loci TO WOOp E HUC410) (CMU) 1810 50085 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD HUG 210-3 I810 4000 10-1/4'x 2-3/4' TITEN TO CMU ( 10) 10d To WOOD HIGH 3TREWaTH EPDXY = 51MP13Ct1 "SET EPDXY-TIE'. CONTACT THE ARGHITFCT/FNGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO 5U155TITUTING FOR SIMILAR EPDXY PROPUCTS. + WHERE ANCHOR EM5EPMENT IS GREATER THAN 1" DEEP, THE VERTICAL CELL IN G.M.U. WALL MUST BE FILLED 50LID w/ GROUT. ++ 10d CO[ IMON NAILS CAN BE SLISSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 237 REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL. FROM THE ARCHITECT IS REQUIRED FOR THIP, APPLICATION PRIOR TO INSTALLATION. V) W I_ +++ MINIMUM EMi3EDMENT INTO THE TOP OF A LIONDBEAM WILL 5E 5', MINIMUM EMt3EDMENT INTO THE FOUNDATION WILL 13E 1' O A.T.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 CONNECTopw, THE CONTRACTOR MUST 15E RESPONSIBLE FOR MAKINCa SURE THAT THE PROPER CORR05I0N PROTECTION 13 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FA5TENER5 GALVANIZED PER A5TM-AI53 U5E OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL 5A915 ,SND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES DASED ON 51MPSON 'WOOD CONSTRICTION CONNECTORS C-2011', 'HIGH WIND -RESISTANT CON5TRUCTION C-HWOS-R', T-ANCHOR9PEC01, AND ANCHORING a FA5TENING 5Y9TEM5 FOR CONCRETE 4 MA50HRY CATALOC-r G-2011. HEADER SWAN CHART I 2X12 BM TO — roX6 P05T (2) MSTA-24 Po5T TO 5LA33 ABU -66 HUC210-3 (2) 212 FSM l 2X12 BM TO (oX6 POST (2) MSTA-24 POST TO 5L,45 ,4SU-66 MINIM[JM WALL AND HEADED STUD REQUIREMENTS MAXIMUM HEADER SPAN (FtJ 51NC;LE 5T01;;�Y APPLICATION SIZE CLEAR 5PAN DE3L 2 x 6 UP TO 5'-4' DSL 2 x a 5'-4" TO -1'-0" DFL 2 x 10 -1'-0' TO lo" -o" PF3L 2 x 12 10'-0" AND OVER TWO STORY AFFL.ICATION DOWN STAIR5 SIZE CLEAR SWAN DBL 2 x 6 UP TO 5'-01, DF31-- 2 x 3 TO (0'-4" DE3L 2 x 10.E 6'-4" TO a'-0" PBL 2 x 12 a'-0" AND OVFmR I 2X12 BM TO — roX6 P05T (2) MSTA-24 Po5T TO 5LA33 ABU -66 HUC210-3 (2) 212 FSM l 2X12 BM TO (oX6 POST (2) MSTA-24 POST TO 5L,45 ,4SU-66 MINIM[JM WALL AND HEADED STUD REQUIREMENTS MAXIMUM HEADER SPAN (FtJ UP TO 5'-0" TO al-oll U.N.O. I, U� 4'-I1 1/2"ANS -1 -11 v2 UP NUMLER OF HEADER STUDS SUF ORTING END OF HEADER 1 2 3 NUM 3ER OF F -M- --. LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 NAIL (3) 12d 'a) (a° -a" D.G. TYP. 2x12 BM. HI)B. FRAM INC: NOTES: 1, I--IUR5zICANE ST12AFS TO f5E MANUFACTUF�Ep 51' SIMPSON STFON(�;-TIF OF, EQUAL, U.N.O. 2.TYPIGAL HURFICANF 5TRAF:5 ARF AS FOL.L.01115, U.N.O: 4 TRUSS TO MASONRY/CONCRETE SHALL 5E MET A -1(6, * FLOOD: JOIST TO MA504;�Y/CONCf;t�FTF SHALL 5E HFETA-1(o AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. TFUSS TO WOOD FFAMINC� SHALL Fi E MTS -12 3.TRU55 TO TRU44 CONNFCTIONS ,AND HANC�FR5 SHALL F3E DFSI(�NFD AND SUPPLIED BY TRU-12),5 MANUFACTURER. 4.REFER TO TRUSS MANUFACTUF­�FR'S 5Ir NED AND SEALED PRAWIN(2fS FOIA LOCATIONS, PROFILE, AND 517E OF ROOF/FLOOR TRUSSES. 5.HEADF�F SPAN CHAI,;�T 4 MINIMUM IUM WALL 4 "EADFR STUD REO, ARF STANDARD U.N.O ON FRAM INC FLAN �. MIN. 2X4 NIP CUT 5LOC-KINC-4 SECURED W/3 -10d C:,UN NAILS OR 3-12d 14AND DRIVES /@ EA. ENP. GUT PITCH 4 FEVEL TO FIT TIC-4HT TO TRUSS AS PER APA REOUIRFMFENT5. otc:oVER�En PATIO HUC210-3 1 PRACING; LEGENp 1 EXTERIOR G>gBLE TO BE ® BRACED W/2X4 BLOCKING a 4'-0" O.G. (15T 2 13AYS) 4 2X4 SYP 112 X -BRACING. REFER TO TYPICAL DETAIL SLATS FOR 5RACING REQUIREMENT5 F,46TEN 2X6 SYP #2 BEVEL CUT TO TRU55 TOP CHORD 1.0/10d x 3" NAILS 4 6" O.C. 5TAGC-4ERED genote truss web brace required. _ Denote Rat Run w I0' o/c Max. NOTE: TRUSSES MARKED LU/AN "*" RE=IRE WEF 5TIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF IND IYIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEA�_Ep DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FA5TENER5. FRAMIN(CX' PLAN SOUTHERN TRUSS COMPANY 05/13/11 A R C H I T E C TS Desin roup inc. !441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrotip.com L AA #: 0003325 surl3mv. E07. TUSCA PLACE SOUTH LOT 2'017 00108.005 MC DEQ: GA ZAGS SWING-. LEFr11 PAGIE: 1 FRAMING' PLAN ELEVATION ARCHITECT - STATE OF FLORIDA - JAN 1/3 X Z I DI'� I, U� a 0 Q o U .1 � q U U F, Q dl surl3mv. E07. TUSCA PLACE SOUTH LOT 2'017 00108.005 MC DEQ: GA ZAGS SWING-. LEFr11 PAGIE: 1 FRAMING' PLAN ELEVATION ARCHITECT - STATE OF FLORIDA - JAN 1/3 X Z I DI'� r�-ECTF�ICAI-. �.EC-T)=Ni ) 6YN5oL DEFINITION NOTES ��JJ f� ]2r -?V OUTLET 20 ANF' SINGLE POLE IIOV OUTLET 1692 SQFT GENERAL LIGHTING X3 VA PER S(4FT S07t3 I/d OF CUTLET (il�l-jI■ IIOY CUTLET U11RED TO LAUNDRY CIRCUIT AT 1500 SWITCH RANGE AT NAME PLATE RATING OR COOK'1'OP/OVEN 12000 ECNIPEP WITH WATER HEATER 110Y OUTLET GROUNDQJILT ITPR DISHWASHER G,FI 1200 RE3lSTNT ;TR CLOTHES DRYER 5000 � I IRE �jJjjjJJJJJJJJJJJ & 220Y OUTLET CONNECTION EC WP EXTERIOR GROUND FAULT FIRST 10 KVA OF GENERAL LOAD A.,T 1009 WATERPROOF INTERRUPTER REMAINDER OF CTE14ERAL LOAD AT 40% 23378 VA x .4 OUTLET 9351 SWITCH 19351 SWITCH 3 -WAY OFER. �4 SWITCH 4 -WAY OFER. TON HEAT PUMP#2 21 AMPx 240 VA- WALL --- 10 MOUNTED 6500 LIGHT KW ELECTRIC HEAT AT 1357. CEILING LIGHT NET GENERAL LOAD PROOF 19351 ;0) NET TOTAL HEAT VF LIGHT TOTAL LOAD � ,Qi RECESSED CALCTJLA`I'ED LOAD 10OR SERVICE 92571 VA/P_40 V= 136 AMP 200 AMP SERVICE CAN YENT. FAN I CFI -1 PER LQ. FT. VENT. FAN 1 CFM PER W/LIGHT LQ. FT. 2' LIC5HT 57RIP 4' LIGHT STRIP Q 4' RECE55ED FLUORESCENT 2-15UL5 WRAP LIGHT AROUND T FLUORESCENT h 4' FLUCRE5CENT AGK LIGHT ® PANEL K METER SMOKE 5ATT. l3ACK-UP (, DETECTOR W/ HARDWIRE INTER - WALL BATT. PACK -UP MOUNTED W/ HARDWIRE S.D. PETEECCTOR CONNECTED BATT. BACK -UF' CARBON W/ HARDWIRE MONOXIDE/ ccmrzC ED `U'S/GO SMOKE DETECTOR -4A!-L IBE A COMHO DISTANCE of NOT LESS THEN 4' FRal WALL PENDANT LIGHT NATURAL GAL OUTLET TELEPHONE JACK WATER HEAT. DISCONNECT AIR. COND. A/G DISCONNECT TY. TELEVISION JACK REQUIRED TO E3E SUPPORTED O J -BOX IN ACCORDANCE W/ f3OX MARKED A5 SUCH FOR INSPECTION GEILWG FAN/LIGHT REQUIRED TO f 3E LUPPORTED IN ACCORDANCE W/ I30X MARKED A5 SUCH FOR MPFCTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD • PU5H- FOR P.B. EUTTaN CHIME5 NOTE�I: LOCATION OF TV JACKS $ PHONE OUTLETS 4 FANS TO BE VERIFIED @ HOMEOWNER PRE -CONSTRUCTION MEETING. f ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED FER NEC 210.12(b) f 20 AMP DEDICATED LAUNDRY CIRCUIT. f GFI �o 15LAND (NOT ON KITCHEN CIRCUIT) f DISHWASHER DISCONNECT TO EE LOCKOUT IN PANEL f BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2001,RE51DENTIAL CODE TABLE 1" 11503) , LAUNDRY ROOM RECEPTACLE SHALL. ESE iROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON 1-rEDERS f WIRING METHOD SHALL BE NON METALLIC CABLE Av N.F.G. 2008 ARTICLE 300.(f3) (2) f Al --l- RECEFTACL.E5 TO B}= TAMPER- RE315TANT TYPE OUTLET FOR VENT OR MICRO OFT, OPT, COACH COACH L IGHT5 L IGHT5 ELEC"TRIC"AL PLAN NOTE: ALL 15RANC-H CIRCUITS IN THE BEDROOMS ARE TO 13E PROTEGTED PY AN ARG -FAULT INTERRUPTER 1-15TED TO PROVIDE PROTECTION OF ENTIRI; PRANCH CIRCUIT WA KITCHEN SINK W1 2' VTR) 1 1/2" 2 � 1 � I , 1 1/2" TUID I CEILING NTD. L IG;HT TO BE INSTAL -Ep, PROVIDE J -COX FOR OPT. FAN I 1 / I.UP (-,-)C'OVEP\,ED PATIU 200 AMS ELECT '1CAL RIOUER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROV151ON5 OF THE 20001 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL F;'0WFR COMPANY REQUIREMENTS. G. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLE55 NOTFID OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 200 AMP, 120/240 MOLT, I PHASE SECONDARY= ELECTRICAL SERVICE. PROVIDE 3 *2/0 COPPER (CU) IN 2" DIA SCHEDULE PO P\/C CONDUIT OR PROVIDE 3114/0 ALUMINUM (AL) IN 2" PIA SCHEPUL.E 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED UY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC, COMPANY PRIOR TO F31D. 4WR TO ]AIN S k ER DIAGEAM NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARG -FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 01 CU, 1 0h CU GND 2" CONDUIT OR PROVIDE 3 412/0 AL, 1 #4 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT 'a OVERHAN(--i.) CONBINATION SERVICE 200 AMfi DISCONNECT SWITCH AND 120/240 VOLT N ELECTRIC METER IN 1 PHASE NEMA 3F ENCLOSURE MLO PANEL 20OA/2 NCIH TELEPHONE SERVICE IENTRANCE EGQU I PMENT INTER5Y5TEM BONDING TERMINAL AT LOW YOLTAC-;E CONNECTIONS CAPLE TELEVISIoN SERVICE ENTRANGFE EC,aUIFMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 200a 250.52(3). DIA X S FT LONG COPPER CLAD GROUND ROD A R C H I T E C TS Design G. r ow pinc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.corn L AA #: 0003325 E LOAD CALCIJLATIONS ONE F'AMILY DWELLING WITH HEAT PUMP (NI=C CoDrM)2J HOUSE PLAN: 189: MODEL LOAD INFORMATION VA 1692 SQFT GENERAL LIGHTING X3 VA PER S(4FT S07t3 ?_O AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1500 1 RANGE AT NAME PLATE RATING OR COOK'1'OP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 SUBTOTAL OF GENERAL LOAD 33376 FIRST 10 KVA OF GENERAL LOAD A.,T 1009 10000 REMAINDER OF CTE14ERAL LOAD AT 40% 23378 VA x .4 9351 TOTAL NET GENERAL LOAD 19351 4 TON HEAT PUMP#1 28 AMPx 240 VA= 6720 2.6 TON HEAT PUMP#2 21 AMPx 240 VA- --- 10 KW ELECTRIC HEAT AT 65N 6500 5 KW ELECTRIC HEAT AT 1357. --- NET GENERAL LOAD F- 19351 NET TOTAL HEAT 13220 TOTAL LOAD 32571 CALCTJLA`I'ED LOAD 10OR SERVICE 92571 VA/P_40 V= 136 AMP 200 AMP SERVICE NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARG -FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 01 CU, 1 0h CU GND 2" CONDUIT OR PROVIDE 3 412/0 AL, 1 #4 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT 'a OVERHAN(--i.) CONBINATION SERVICE 200 AMfi DISCONNECT SWITCH AND 120/240 VOLT N ELECTRIC METER IN 1 PHASE NEMA 3F ENCLOSURE MLO PANEL 20OA/2 NCIH TELEPHONE SERVICE IENTRANCE EGQU I PMENT INTER5Y5TEM BONDING TERMINAL AT LOW YOLTAC-;E CONNECTIONS CAPLE TELEVISIoN SERVICE ENTRANGFE EC,aUIFMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 200a 250.52(3). DIA X S FT LONG COPPER CLAD GROUND ROD A R C H I T E C TS Design G. r ow pinc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.corn L AA #: 0003325 E Cid W 0 �111 F- Q Q h K U � 11 SUBlIV. & LOT: TUSCA PLACE SOUTH LOT �O17 PRCJEC IIF 02"108.00 MODEiJr: x,18 9 GAI:;-'KGE SW'INQ: LEFT PAGE: ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA JAV1,11 2092 CANTWELL NO 12079 OAtE; O I_Z 1 1,L 12 SCS: 1/4" � 1 _ 0 SHEET A R C H !T E C T S Design roup G,nc. N. RONALD REAGAN E _ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ,vvw.abdesigngroup.cor AA #: 0003325 SUBDIV. ,fie WT: TUSCA PLACE SOUTH LOT 2017 02"108.005 MODE "1892" GA :CAGE SWING: LEFT PAGE; MECHANICAL PLAN ARGHITEGT STATS OF=FLO DA JAN3 2012 JAMS CAIVTWEL.L A O 12079 P'i�I DA Q"1/1"1/"12 SCAIJE: 1 /4" _ l ) _ O j, SHEET 7 oFl 9 W W::3 0 0 w LU `i r Q <1 1 O z u � U � � G 0 Q ti SUBDIV. ,fie WT: TUSCA PLACE SOUTH LOT 2017 02"108.005 MODE "1892" GA :CAGE SWING: LEFT PAGE; MECHANICAL PLAN ARGHITEGT STATS OF=FLO DA JAN3 2012 JAMS CAIVTWEL.L A O 12079 P'i�I DA Q"1/1"1/"12 SCAIJE: 1 /4" _ l ) _ O j, SHEET 7 oFl 9 DR HORTON HOMES MODEL: 1892 GARAGE LEFT SUBDIVISION: DISCOVERY SERIES MARCH 2011 LOT BLOCK: PG—of- 12611 V 4411 11K 38" 114" 1, � ow r 1.1 �Il i on', ", - N .... ...... C; W2136L W3636 void LUE��42 I — J n B36 B36 ------------ ------------- ---------------- ...... -------------- ....... , : --------------------- ar ---------- -: :: : 0 ------------- Lo 0 00 DOOR STYLE: .... ....... --- ----- L = 20 BX --------------- PARTS: --- I - UF3 WD (REF) 2 - BCF27 I - DWR3 C0 cf)o 2 - UF342 P co --------- 1 - UF642 P ------ DWR3 3 - UM8 BLD 2 - BTK8 PRT 4 - CM8 BLD P, n fig: A Cq 04 0) Cl) "o co F3 MA311 w A, yw 86M �A All dimensions -size designations TIMBERLAKEDesigned: 03/01/11 given are subject to verification on Designer: R No"bohni. Printed: 03/17/11 job site and adjustment to fit job -i tits is an original design and must conditions. not be released or copied unless applicable fee has been paid or job order placed. 1892 GL MTCREN (02-28-11) FLOORPLAN Scale : 0 1/2" = P KIT -HEN CABINET' LAYOUIF'S_ DR HORTON HOMES MODEL: 1892 GARAGE LEFT SUBDIVISION: DISCOVERY SERIES MARCH 2011 LOT BLOCK: PG of ----------------------------- 0011 R's LINEN 11 C nrr a A. VSB273 IT ........... -- -- --- UF3 ............ .................... L!R OWNER'S BATH DOOR STYLE: .................... L = 2 - BX PARTS: 00 T 3 - UF3 P 1 - BTK8 PRT 2 - UM8 BLD W rf —70'1 A ............................... N Cl <1 ----------- VSB33 ..... o BATH 2 > DOOR STYLE: L= 1 BX PARTS: I - UF3 P I - BTK8 PRT I - UM8 BLD All dimensions -size designations TIMBERLAKE' Designed: 03/01/11 given are subject to verification on Designer: P. Nottbohni. Printed: 03/17/11 job site and adjustment to fit jab This is an original design and must conditions. not be released or copied unless applicable fee has been paid or job order placed. 1892 GL BATHS -OPTS (10-18-10) FLOORPLAN I Drawing 1h I Scale : 0 1/21, = 11 0 AATN E R S y y HATH}/ 13A'_F_H # 2 - CABINET LAYOUTS DR HORTON HOMES MODEL: 1892 GARAGE LEFT SUBDIVISION: DISCOVERY SERIES MARCH 2011 LOT BLOCK: PG of /I V W3030 W3030 30-WASH8R 30 -DRYER 30 R ------------------------------ :L ----------------------------_ 8 M. OPT LAUNDRY UPPERS DOOR STYLE: L = 2 BX PARTS: I UF3 WD I UM8 BLD All dimensions -size designations TIMBERLAKE' Designed: 0310l./11 given art,- subject to verification on C I Designer: P. Nottbohin Printed: 03/17/11 job site and adjustment to fit job This is tin original design and must conditions. not be released or copied unless applicable fee has been paid or job order placed. 1892 GL BATHS -OPTS (10-18-10) 1 FLOORPLAN Drawing I Scale: 0 1/2" — V SHEET (F) C) OPT. LAUNDR- ROOM CAB INET LAYOUTS A R C H I T E C T S --l0olkh. Design roup ine. Gup .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 :3 OPT. LAUNDR- ROOM CAB INET LAYOUTS A R C H I T E C T S --l0olkh. Design roup ine. Gup .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 '11 SUIBDIV. & WT_. TUSCA PLACE SOUTH LOT 20-1-7 3PROJECT# 1U8.0 5 MODEL; )) 1892 GARAGE SWING: LEFT PAGE: C4 r I ABENEr 1A U'11 ARCHITECT: STATE OF FLORIDA - JAN f13 2012 w, toij� ialffl X)Aft, OIZII112 A., Off' :3 W rf Cl <1 o > 0 '11 SUIBDIV. & WT_. TUSCA PLACE SOUTH LOT 20-1-7 3PROJECT# 1U8.0 5 MODEL; )) 1892 GARAGE SWING: LEFT PAGE: C4 r I ABENEr 1A U'11 ARCHITECT: STATE OF FLORIDA - JAN f13 2012 w, toij� ialffl X)Aft, OIZII112 A., Off' ll) #, REBAR VERTICALLY W/ GONG ` 4' GONG., REINF. W/ b"xb' X10 wal OR EFIHEFMESH ON b -MIL POLY 4' ETHYLENE VAPOR 13ARRIER ON i+1 8• 'CELL -COMPACTED CLEAN TERMITE �T KATEMENT 8 ALL BE BORA-CARE (I), R'£BAR ON CHAIRS THICKEN- EDGE j -C ALE: V)' 1'-0* m. REINF.``- 4' CCNG, W/ 61Aw eio WU.1 I OR FIHERI"IESH ON 6 -MIL POLY 45 4' ETHYLENE VAPOR HARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE GARAGE STEP— UP NON— BEARING GRADE d 4' CONC., REINF. W/ b'xG' PICS wwI I OR <• ,` FIHER IE5H ON b -MIL POLI" ETHYLENE VAPOR 5ARRIEP. ON \ WELL -COMPACTED CLEAN TERMITE O 4' 8' S" 4" TREATEMENT $FIALL BE BORA-CARE U a'-0' 4 •5 RE15AR GN CHAIRS CONCRETE PAD POURED LINTEL CONT. ITYPJ 8' CMU FILLED CFLL (TYPJ N _;eX WALL FRAMING (4)NXT' ANCHOR BOLTS or (4),�'Xi" J -BOLTS MIN. 5' EMBEDMENT W/ 2'X2'XI18' WASHER AND NUT SPACED EVENLY FROM FLOOR TO f5OIP REAM. SET IN JOIN75 PRIOR TO FILLIWA. (5I_EEvEP ANCHOR IN $OLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO �_) BLOCK WALL SCALE; 1/2=CONNECTION (1)'53 REBAR SET IN 511*11-80N HIGH STRENGTH EPDXY 1' EMFED- MIN. • a' • a' 4' CONC., REINF. W/ h"xb' 010 UW -1 OR '.' FIBERMEBH ON b -MIL POLY o ETHYLENE VAPOR BARRIER ON WELL-GCf 1PAGTED CLEAN TERMITE TREATEMENT SHALL FSE E1VRA-CARE TYP. RETROFIT FOR � OMITTED DOWELS 1/2'=1'-0' 5i_CURE BT. PLATE TO I;LK W/ }' ANCHOR BOLT W/ a' WASHER 8ET IN $IMPBON HIGH 8TRENGTH EPDXY i' EMBED. MIN. a 32' OC MA>C. y .'I 4' CONC., REIN. W/ !v'xb' 1`10 WUtl OR W, FIi3ERME3H ON (P -MIL POLY z ETHYLENE VAPOR 13ARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL 15F FORA -CARE e2) *Ti REBAR ON CHAIR5 1—STORY FOOTING AT L.B. W. (W/ UPLIFT) F - SCALE: Irl•=I'-P• BTUD5 lb' O.C. MAX 5 IR' w HEAD OF GARAGE VARIE5 WITH SLOPE SECURE PT. PLATE TO 51 -AH W/ ' ANCHOR BOLT W1 2' WASHER SET IN / SIMPSON HIGH STRENC7TH EPDXY T' ENF1 D. MIN. w 32' OC: MAX. 4' GONG., REINF. W/ h'xb' 110 WUJM OR FIBERME$H CN /-MIL POLY ETHYLENE VAPOR BARRIER ON \ WELL -COMPACTED CLEAN TERMITE 4' 8' 4' 4' TREATEMENT 8HALL BE FsoRA-CARE I -4' e2) •5 REBAR ON CHAIRS GARAGE STEP—UP 6 1—STORY L.B.W. $CALF: b 1 I' REGE88 FOR S.D. TRACK m lFINIBH FLOOR SU. ?. d .4 ' v 1SLAB AT S. G. D. SCALE: - -CAULK AND 5EAL —GA5 LINE `—I �' PVC SLEEvE FOR GA5 LINE s' CMU DRYW,N_.L WOOD 5A5£ d • . . �. a. V A 5ECURE BT- PLATE TO SLAB W/ J' ANCHOR BOLT W1 2' WASHER $ET IN 51MPSON HIGH STRENGTH EPDXY I' EMBED. MIN. m 32' OC MAX. fi(3) CONC., REINF. W/ b'xb' 110 U.tUw1 OR EWESH ON 4r -MIL POLY YLENE VAPOR BARRIER CN L -COMPACTED CLEAN TERMITE 4' 1'-0'ATEMENT SHALL BE BORA-CARE 05 REDAR ON CHAIRS 2—STORY FOOTING C2VAT L. B. W. 5 I/1" * HEAD OF GARAGE VARIR8 WITH SLOPE SECURE BT. PLATE TO SLAB W/' ANCHOR (BOLT W1 2' WASHER BET IN 51MP$ON HIGH STRENGTH EPDXY l' EMBED. MIN. m 32' OC MAX. }. U\a 4' CPNC, REINF. W/ ta'xb' 010 Wlrl OR FIHERME$H ON 6 -MIL POLY ? ETHYLENE VAPOR BARRIER ON b' .}� y} WELL -COMPACTED CLEAN TERMITE -7 04' b' m u TREATEMENT SHALL BE SORA -CARE (3)'5 REEAR ON CHAIRS GARAGE STEP—UP (i5Ap 2—STORY L.B.W. RECESS FOR GARAGE DOOR 4' CGNC., REINF. W/ [a'xh' 010 WWM OR FII3FRNIE5H ON b -MIL POLY ETHYLENE VAPOR BARRIER ON WI=LL -COMPACTED CLEAN TERMITE TREATEMENT 8HALL 15E 13ORA-CARE (U "5 MBAR ON CHAIRS GARAGE DOOR FOOTING 5CALE= 1/2'=1'-0' SECURE BT. PLATE TO 5LA13 W/ 10d CUT NAILS/ MASONRY NAIL 32' O.C. MAX TEXTURED FIN15H 4' CONC., REINF. W/ /P"xb" "10 ULLM OR POUR CELL FIBEWE$H ON h -MIL POLY �u ETHYLENE VAPOR BARMIER ON R-4.2 INSULATION WELL -COMPACTED CLEAN TERMITE WOOD 5ASE - ---TEXTURED FINI&H W -q to ci - - s' CMU FIBEWESH ON (,-MIL POLY s• Qa ' ETHYLENE VAPOR BARRIER ON fIBERME5H ON b -MIL POLY ETHYL VAPOR BARRIER ON - _ 1/2' GY1'. lU . FV. WELL -COMPACTED CLEAN TERMITE py TREATEMENT SHALL BE BORA-CAR£ _ -- _---`"— WOOD BASE ` 4' GONG., REINF. W/ b"xb' X10 wal OR EFIHEFMESH ON b -MIL POLY 4' ETHYLENE VAPOR 13ARRIER ON i+1 8• 'CELL -COMPACTED CLEAN TERMITE �T KATEMENT 8 ALL BE BORA-CARE (I), R'£BAR ON CHAIRS THICKEN- EDGE j -C ALE: V)' 1'-0* m. REINF.``- 4' CCNG, W/ 61Aw eio WU.1 I OR FIHERI"IESH ON 6 -MIL POLY 45 4' ETHYLENE VAPOR HARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE GARAGE STEP— UP NON— BEARING GRADE d 4' CONC., REINF. W/ b'xG' PICS wwI I OR <• ,` FIHER IE5H ON b -MIL POLI" ETHYLENE VAPOR 5ARRIEP. ON \ WELL -COMPACTED CLEAN TERMITE O 4' 8' S" 4" TREATEMENT $FIALL BE BORA-CARE U a'-0' 4 •5 RE15AR GN CHAIRS CONCRETE PAD POURED LINTEL CONT. ITYPJ 8' CMU FILLED CFLL (TYPJ N _;eX WALL FRAMING (4)NXT' ANCHOR BOLTS or (4),�'Xi" J -BOLTS MIN. 5' EMBEDMENT W/ 2'X2'XI18' WASHER AND NUT SPACED EVENLY FROM FLOOR TO f5OIP REAM. SET IN JOIN75 PRIOR TO FILLIWA. (5I_EEvEP ANCHOR IN $OLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO �_) BLOCK WALL SCALE; 1/2=CONNECTION (1)'53 REBAR SET IN 511*11-80N HIGH STRENGTH EPDXY 1' EMFED- MIN. • a' • a' 4' CONC., REINF. W/ h"xb' 010 UW -1 OR '.' FIBERMEBH ON b -MIL POLY o ETHYLENE VAPOR BARRIER ON WELL-GCf 1PAGTED CLEAN TERMITE TREATEMENT SHALL FSE E1VRA-CARE TYP. RETROFIT FOR � OMITTED DOWELS 1/2'=1'-0' 5i_CURE BT. PLATE TO I;LK W/ }' ANCHOR BOLT W/ a' WASHER 8ET IN $IMPBON HIGH 8TRENGTH EPDXY i' EMBED. MIN. a 32' OC MA>C. y .'I 4' CONC., REIN. W/ !v'xb' 1`10 WUtl OR W, FIi3ERME3H ON (P -MIL POLY z ETHYLENE VAPOR 13ARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL 15F FORA -CARE e2) *Ti REBAR ON CHAIR5 1—STORY FOOTING AT L.B. W. (W/ UPLIFT) F - SCALE: Irl•=I'-P• BTUD5 lb' O.C. MAX 5 IR' w HEAD OF GARAGE VARIE5 WITH SLOPE SECURE PT. PLATE TO 51 -AH W/ ' ANCHOR BOLT W1 2' WASHER SET IN / SIMPSON HIGH STRENC7TH EPDXY T' ENF1 D. MIN. w 32' OC: MAX. 4' GONG., REINF. W/ h'xb' 110 WUJM OR FIBERME$H CN /-MIL POLY ETHYLENE VAPOR BARRIER ON \ WELL -COMPACTED CLEAN TERMITE 4' 8' 4' 4' TREATEMENT 8HALL BE FsoRA-CARE I -4' e2) •5 REBAR ON CHAIRS GARAGE STEP—UP 6 1—STORY L.B.W. $CALF: b 1 I' REGE88 FOR S.D. TRACK m lFINIBH FLOOR SU. ?. d .4 ' v 1SLAB AT S. G. D. SCALE: - -CAULK AND 5EAL —GA5 LINE `—I �' PVC SLEEvE FOR GA5 LINE s' CMU DRYW,N_.L WOOD 5A5£ d • . . �. a. V A 5ECURE BT- PLATE TO SLAB W/ J' ANCHOR BOLT W1 2' WASHER $ET IN 51MPSON HIGH STRENGTH EPDXY I' EMBED. MIN. m 32' OC MAX. fi(3) CONC., REINF. W/ b'xb' 110 U.tUw1 OR EWESH ON 4r -MIL POLY YLENE VAPOR BARRIER CN L -COMPACTED CLEAN TERMITE 4' 1'-0'ATEMENT SHALL BE BORA-CARE 05 REDAR ON CHAIRS 2—STORY FOOTING C2VAT L. B. W. 5 I/1" * HEAD OF GARAGE VARIR8 WITH SLOPE SECURE BT. PLATE TO SLAB W/' ANCHOR (BOLT W1 2' WASHER BET IN 51MP$ON HIGH STRENGTH EPDXY l' EMBED. MIN. m 32' OC MAX. }. U\a 4' CPNC, REINF. W/ ta'xb' 010 Wlrl OR FIHERME$H ON 6 -MIL POLY ? ETHYLENE VAPOR BARRIER ON b' .}� y} WELL -COMPACTED CLEAN TERMITE -7 04' b' m u TREATEMENT SHALL BE SORA -CARE (3)'5 REEAR ON CHAIRS GARAGE STEP—UP (i5Ap 2—STORY L.B.W. RECESS FOR GARAGE DOOR 4' CGNC., REINF. W/ [a'xh' 010 WWM OR FII3FRNIE5H ON b -MIL POLY ETHYLENE VAPOR BARRIER ON WI=LL -COMPACTED CLEAN TERMITE TREATEMENT 8HALL 15E 13ORA-CARE (U "5 MBAR ON CHAIRS GARAGE DOOR FOOTING 5CALE= 1/2'=1'-0' SECURE BT. PLATE TO 5LA13 W/ 10d CUT NAILS/ MASONRY NAIL 32' O.C. MAX TEXTURED FIN15H 4' CONC., REINF. W/ /P"xb" "10 ULLM OR LL, FIBEWE$H ON h -MIL POLY �u ETHYLENE VAPOR BARMIER ON m WELL -COMPACTED CLEAN TERMITE WOOD 5ASE 4' $" 4" TREATEI-1ENT SHALL 5F BORA-CARE SECURE BT_ PLATE TO BLK W/ ANCHOR 50LT W1 2' WASHER 5ET IN 4' CONC., REINF. W/ 4,'xh• 010 WWr1 OR 81MPSON HIGH STRENGTH EPDXY T" o EMBED. MIN. 32' OG MAX. FIBEWESH ON (,-MIL POLY s• Qa ' ETHYLENE VAPOR BARRIER ON fIBERME5H ON b -MIL POLY ETHYL VAPOR BARRIER ON It WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TEF911TE TREATEMENT SHALL BE BORA-CAR£ ETHYLENE VAPOR BARRIER ON U 0 4' TREATMENT 5HALL BE BORA-CARE x 0) tB REBAR ON CHAIRS P-4' I—STORY FOOTING W/ FRAME WALL 4' 8' 4' Q I� (2)'9 REBAR ON CHAIRS 1—STORY FOOTING W BLOCK WALL (3) 5 RE5AR ON CHAIRS C> ` 4' GONG., REINF. W/ b"xb' X10 wal OR EFIHEFMESH ON b -MIL POLY 4' ETHYLENE VAPOR 13ARRIER ON i+1 8• 'CELL -COMPACTED CLEAN TERMITE �T KATEMENT 8 ALL BE BORA-CARE (I), R'£BAR ON CHAIRS THICKEN- EDGE j -C ALE: V)' 1'-0* m. REINF.``- 4' CCNG, W/ 61Aw eio WU.1 I OR FIHERI"IESH ON 6 -MIL POLY 45 4' ETHYLENE VAPOR HARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE GARAGE STEP— UP NON— BEARING GRADE d 4' CONC., REINF. W/ b'xG' PICS wwI I OR <• ,` FIHER IE5H ON b -MIL POLI" ETHYLENE VAPOR 5ARRIEP. ON \ WELL -COMPACTED CLEAN TERMITE O 4' 8' S" 4" TREATEMENT $FIALL BE BORA-CARE U a'-0' 4 •5 RE15AR GN CHAIRS CONCRETE PAD POURED LINTEL CONT. ITYPJ 8' CMU FILLED CFLL (TYPJ N _;eX WALL FRAMING (4)NXT' ANCHOR BOLTS or (4),�'Xi" J -BOLTS MIN. 5' EMBEDMENT W/ 2'X2'XI18' WASHER AND NUT SPACED EVENLY FROM FLOOR TO f5OIP REAM. SET IN JOIN75 PRIOR TO FILLIWA. (5I_EEvEP ANCHOR IN $OLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO �_) BLOCK WALL SCALE; 1/2=CONNECTION (1)'53 REBAR SET IN 511*11-80N HIGH STRENGTH EPDXY 1' EMFED- MIN. • a' • a' 4' CONC., REINF. W/ h"xb' 010 UW -1 OR '.' FIBERMEBH ON b -MIL POLY o ETHYLENE VAPOR BARRIER ON WELL-GCf 1PAGTED CLEAN TERMITE TREATEMENT SHALL FSE E1VRA-CARE TYP. RETROFIT FOR � OMITTED DOWELS 1/2'=1'-0' 5i_CURE BT. PLATE TO I;LK W/ }' ANCHOR BOLT W/ a' WASHER 8ET IN $IMPBON HIGH 8TRENGTH EPDXY i' EMBED. MIN. a 32' OC MA>C. y .'I 4' CONC., REIN. W/ !v'xb' 1`10 WUtl OR W, FIi3ERME3H ON (P -MIL POLY z ETHYLENE VAPOR 13ARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL 15F FORA -CARE e2) *Ti REBAR ON CHAIR5 1—STORY FOOTING AT L.B. W. (W/ UPLIFT) F - SCALE: Irl•=I'-P• BTUD5 lb' O.C. MAX 5 IR' w HEAD OF GARAGE VARIE5 WITH SLOPE SECURE PT. PLATE TO 51 -AH W/ ' ANCHOR BOLT W1 2' WASHER SET IN / SIMPSON HIGH STRENC7TH EPDXY T' ENF1 D. MIN. w 32' OC: MAX. 4' GONG., REINF. W/ h'xb' 110 WUJM OR FIBERME$H CN /-MIL POLY ETHYLENE VAPOR BARRIER ON \ WELL -COMPACTED CLEAN TERMITE 4' 8' 4' 4' TREATEMENT 8HALL BE FsoRA-CARE I -4' e2) •5 REBAR ON CHAIRS GARAGE STEP—UP 6 1—STORY L.B.W. $CALF: b 1 I' REGE88 FOR S.D. TRACK m lFINIBH FLOOR SU. ?. d .4 ' v 1SLAB AT S. G. D. SCALE: - -CAULK AND 5EAL —GA5 LINE `—I �' PVC SLEEvE FOR GA5 LINE s' CMU DRYW,N_.L WOOD 5A5£ d • . . �. a. V A 5ECURE BT- PLATE TO SLAB W/ J' ANCHOR BOLT W1 2' WASHER $ET IN 51MPSON HIGH STRENGTH EPDXY I' EMBED. MIN. m 32' OC MAX. fi(3) CONC., REINF. W/ b'xb' 110 U.tUw1 OR EWESH ON 4r -MIL POLY YLENE VAPOR BARRIER CN L -COMPACTED CLEAN TERMITE 4' 1'-0'ATEMENT SHALL BE BORA-CARE 05 REDAR ON CHAIRS 2—STORY FOOTING C2VAT L. B. W. 5 I/1" * HEAD OF GARAGE VARIR8 WITH SLOPE SECURE BT. PLATE TO SLAB W/' ANCHOR (BOLT W1 2' WASHER BET IN 51MP$ON HIGH STRENGTH EPDXY l' EMBED. MIN. m 32' OC MAX. }. U\a 4' CPNC, REINF. W/ ta'xb' 010 Wlrl OR FIHERME$H ON 6 -MIL POLY ? ETHYLENE VAPOR BARRIER ON b' .}� y} WELL -COMPACTED CLEAN TERMITE -7 04' b' m u TREATEMENT SHALL BE SORA -CARE (3)'5 REEAR ON CHAIRS GARAGE STEP—UP (i5Ap 2—STORY L.B.W. RECESS FOR GARAGE DOOR 4' CGNC., REINF. W/ [a'xh' 010 WWM OR FII3FRNIE5H ON b -MIL POLY ETHYLENE VAPOR BARRIER ON WI=LL -COMPACTED CLEAN TERMITE TREATEMENT 8HALL 15E 13ORA-CARE (U "5 MBAR ON CHAIRS GARAGE DOOR FOOTING 5CALE= 1/2'=1'-0' SECURE BT. PLATE TO 5LA13 W/ 10d CUT NAILS/ MASONRY NAIL 32' O.C. MAX 1—STORY FOOTING 2 A'I' L.B. 'W. W NO—UPLIFT) SCALE: EXTENDED 5LA13 11/2' / -CARR HEIGHT VARIER 1/2" REGE88 FOR SERVICE DR iD,'• ...e ' ' GONG., REIN. W/ &'xb' 110 WWM OR FIBERME9H ON 6 -MIL POLY w .d, yeti ETHYLENE VAPOR BARRIER ON 4 FWELL-CCMPAcTED CLEAN TERMITE TRFATEMENT SHALL BE BORA-CARE �- la)163 REHAR ON CHAIR$ F� t� 0 SLAB AT GARAGE SERVICE DOOR SHOWER RECESS FOOTER SCALE: I'=1'-0' TEXTURED FIN15H 4' CONC., REINF. W/ /P"xb" "10 ULLM OR LL, FIBEWE$H ON h -MIL POLY �u ETHYLENE VAPOR BARMIER ON m WELL -COMPACTED CLEAN TERMITE WOOD 5ASE 4' $" 4" TREATEI-1ENT SHALL 5F BORA-CARE SECURE BT_ PLATE TO BLK W/ ANCHOR 50LT W1 2' WASHER 5ET IN (2) ?, REBAR ON CHAIRB 1—STORY FOOTING 2 A'I' L.B. 'W. W NO—UPLIFT) SCALE: EXTENDED 5LA13 11/2' / -CARR HEIGHT VARIER 1/2" REGE88 FOR SERVICE DR iD,'• ...e ' ' GONG., REIN. W/ &'xb' 110 WWM OR FIBERME9H ON 6 -MIL POLY w .d, yeti ETHYLENE VAPOR BARRIER ON 4 FWELL-CCMPAcTED CLEAN TERMITE TRFATEMENT SHALL BE BORA-CARE �- la)163 REHAR ON CHAIR$ F� t� 0 SLAB AT GARAGE SERVICE DOOR SHOWER RECESS FOOTER SCALE: I'=1'-0' •a z � 0 ° — 4' CCA4G., REINF. W/ wAw 010 Ulm OR ? fIBERMESH ON (b -MIL. POLY a►' e'er"' a ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE _ TREATEMENT5HALL BE BORA-CARE (3) S REBAR ON CHAIR5 LLIA 2- S'I'ORY FOOTING �rij.3 WZ BLOCK WALL 5CALE: 1/2' - I'-0' TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 5' HOOK GROUTED BOND BEAM • p .a • • ',• .. ,d 'a • GAS LINE THRU BLOCK !z)'" 'REBAR ON CHAIRS °; 2—STORY o7- 5CALE: 1'=1'-fD' e3) S REBAR ON CHAIRS (1) •B REBAR VERrIGALLY W/ LONG. POUR CELL �•--R-42 INSULATION 'a •• mz CMU 112' GYP• WL. HD. _ I- z WOOD BASF CLEANOUT REGIUIFED a'.•- ,q Ill �4' GONG, REINF. W/ b'x¢.' •ID UALt1 OR < °_ FOR INSPECTION z FIEERMESH ON 6 -MIL POLY L ETHYLENE VAPOR BARRIER ON uuu WELL -COMPACTED CLEAN TERMITE z 0 I TREATED FILL " (2) N3 REBAR Q I -STORY �Y / ' dI (3)'5 REBAR IP 2-5TORY z e . 0'-0" FIN. FLR. � ! (1) 15 vERT_ DOUEL F d s3 TIE VERTICAL REBAR a -APPEP W/ BOND BEAT 1 F'VC CHA5E THRU FOG rINC ° ? n ? y TO HORIZONTAL ?• d OUTSIDE REBAR TO it CONTINUOUS A . (U +5 REBAR AT CORNERS V ? y BF W/ 25' LAP MIN. REDAR W/ 8' HOOK ? • . � F � � I-bTORY E �.� d" • • •° � F:: m 4' 8' 14-1 (2) i6 REBAR ON CHAIRS in O 1'-4' 2-6TORY a' -I' MIN. LAP ' (3) eg REBAR ON CHAIR& TVP. REBAR LAP PIPE THROUGH FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING G AT LINTEL CORNERS V SCALE: = =-T1�1 W/ BLOCK WALL RETNFORCINC 5C'A_E: 1/2'=I' -o' \� SCALE: I/2'=1' -fp' �'�'�R AT F'I �I LSF' -P0 ]� I!/1CIN. 1 Lam '1L,� �Y �T TI�]C '�'T L) S c-) IL — TEXTURED FINISH �<<• R-11 INSULATION MIN- 5TUDS Ib' O.C. MAX lrl' GYP. WL. BD. WOOL? SASE z Q SECURE ST. PLATE TO SLK W/" ANCHOR 1501 -T HIGH STRENGT HEPDXY 7 EMBED. MIN. W 3a• OC MAx. V ' y 4' CONC., REINF. W/ b'xb' 410 ULM OR 1=I15ERME51­1 ON (P -MIL POLY ETHYLENE VAPOR BARRIER ON °Q WELL -COMPACTED CLEAN TERMITE TREATI=MENT SHALL BE BORA-CARE E a 4' b' b' 4' (3) 05 REBAR ON CHAIRS . 2—STORY FOOTING CAA/ FRAME WALL- 1/2'4-0" ALL1/2'=1 -0 TEXTURED FIN15H --ll) 05 REBAR VERTICALLY W/ CONC. R -Il INSULATION MIN. 5TUD5 Ib" O.C_ MAX POUR CELL Irl' GYP. WL. BD_ lu WOOD 5ASE z fK SECURE BT_ PLATE TO BLK W/ ANCHOR 50LT W1 2' WASHER 5ET IN �i 81MPSON HIGH STRENGTH EPDXY T" o EMBED. MIN. 32' OG MAX. . s• '' �y • , a a 4' CONC., REIN. W/ b'xb' riV MM OR WL. LSD. fIBERME5H ON b -MIL POLY ETHYL VAPOR BARRIER ON It WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CAR£ ETHYLENE VAPOR BARRIER ON U 0 4' e' 4' n1.- 0) tB REBAR ON CHAIRS P-4' I—STORY FOOTING W/ FRAME WALL cJ / SCALE: irl • _ I' -f0" •a z � 0 ° — 4' CCA4G., REINF. W/ wAw 010 Ulm OR ? fIBERMESH ON (b -MIL. POLY a►' e'er"' a ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE _ TREATEMENT5HALL BE BORA-CARE (3) S REBAR ON CHAIR5 LLIA 2- S'I'ORY FOOTING �rij.3 WZ BLOCK WALL 5CALE: 1/2' - I'-0' TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 5' HOOK GROUTED BOND BEAM • p .a • • ',• .. ,d 'a • GAS LINE THRU BLOCK !z)'" 'REBAR ON CHAIRS °; 2—STORY o7- 5CALE: 1'=1'-fD' e3) S REBAR ON CHAIRS (1) •B REBAR VERrIGALLY W/ LONG. POUR CELL �•--R-42 INSULATION 'a •• mz CMU 112' GYP• WL. HD. _ I- z WOOD BASF CLEANOUT REGIUIFED a'.•- ,q Ill �4' GONG, REINF. W/ b'x¢.' •ID UALt1 OR < °_ FOR INSPECTION z FIEERMESH ON 6 -MIL POLY L ETHYLENE VAPOR BARRIER ON uuu WELL -COMPACTED CLEAN TERMITE z 0 I TREATED FILL " (2) N3 REBAR Q I -STORY �Y / ' dI (3)'5 REBAR IP 2-5TORY z e . 0'-0" FIN. FLR. � ! (1) 15 vERT_ DOUEL F d s3 TIE VERTICAL REBAR a -APPEP W/ BOND BEAT 1 F'VC CHA5E THRU FOG rINC ° ? n ? y TO HORIZONTAL ?• d OUTSIDE REBAR TO it CONTINUOUS A . (U +5 REBAR AT CORNERS V ? y BF W/ 25' LAP MIN. REDAR W/ 8' HOOK ? • . � F � � I-bTORY E �.� d" • • •° � F:: m 4' 8' 14-1 (2) i6 REBAR ON CHAIRS in O 1'-4' 2-6TORY a' -I' MIN. LAP ' (3) eg REBAR ON CHAIR& TVP. REBAR LAP PIPE THROUGH FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING G AT LINTEL CORNERS V SCALE: = =-T1�1 W/ BLOCK WALL RETNFORCINC 5C'A_E: 1/2'=I' -o' \� SCALE: I/2'=1' -fp' �'�'�R AT F'I �I LSF' -P0 ]� I!/1CIN. 1 Lam '1L,� �Y �T TI�]C '�'T L) S c-) IL — TEXTURED FINISH �<<• R-11 INSULATION MIN- 5TUDS Ib' O.C. MAX lrl' GYP. WL. BD. WOOL? SASE z Q SECURE ST. PLATE TO SLK W/" ANCHOR 1501 -T HIGH STRENGT HEPDXY 7 EMBED. MIN. W 3a• OC MAx. V ' y 4' CONC., REINF. W/ b'xb' 410 ULM OR 1=I15ERME51­1 ON (P -MIL POLY ETHYLENE VAPOR BARRIER ON °Q WELL -COMPACTED CLEAN TERMITE TREATI=MENT SHALL BE BORA-CARE E a 4' b' b' 4' (3) 05 REBAR ON CHAIRS . 2—STORY FOOTING CAA/ FRAME WALL- 1/2'4-0" ALL1/2'=1 -0 --ll) 05 REBAR VERTICALLY W/ CONC. !I) S REBAR VERTICALLY W/ GONG_ FOUR CELL POUR CELL Fa R-4.2 INSULATION 8' CMU TEXTURED FINISH T Az CURB HEIGHT VARIES r1" CMU 4' CONC., REIN. W1 &'xb' 1`10 WW l OR WL. LSD. z h ■ -- WOOD 5A5E ETHYLENE VAPOR BARRIER ON U 0 I CURB HEIGHT VARIES r TREATEMENT SHALL BE BORA-CARE Q I� V,a .0 (3) 5 RE5AR ON CHAIRS C> 4' CONC., REINF. W1 /o'xi, 010 WUd'1 OR FIBERI-IFBH ON (,-MIL POLY .. ETHYLENE VAPOR FARRIER ON WELL-CGMP ICTED CLEAN TERJ IITE TREATEMENT SHALL BE BORA-CARE 4' 6' 4' - (a) #5 RFSAR ON CHAIRS «, Q) I._4. , I—STORY FOOTING ( c) 8 AT GARAGE G CALF: 112"=1'-o' •a z � 0 ° — 4' CCA4G., REINF. W/ wAw 010 Ulm OR ? fIBERMESH ON (b -MIL. POLY a►' e'er"' a ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE _ TREATEMENT5HALL BE BORA-CARE (3) S REBAR ON CHAIR5 LLIA 2- S'I'ORY FOOTING �rij.3 WZ BLOCK WALL 5CALE: 1/2' - I'-0' TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 5' HOOK GROUTED BOND BEAM • p .a • • ',• .. ,d 'a • GAS LINE THRU BLOCK !z)'" 'REBAR ON CHAIRS °; 2—STORY o7- 5CALE: 1'=1'-fD' e3) S REBAR ON CHAIRS (1) •B REBAR VERrIGALLY W/ LONG. POUR CELL �•--R-42 INSULATION 'a •• mz CMU 112' GYP• WL. HD. _ I- z WOOD BASF CLEANOUT REGIUIFED a'.•- ,q Ill �4' GONG, REINF. W/ b'x¢.' •ID UALt1 OR < °_ FOR INSPECTION z FIEERMESH ON 6 -MIL POLY L ETHYLENE VAPOR BARRIER ON uuu WELL -COMPACTED CLEAN TERMITE z 0 I TREATED FILL " (2) N3 REBAR Q I -STORY �Y / ' dI (3)'5 REBAR IP 2-5TORY z e . 0'-0" FIN. FLR. � ! (1) 15 vERT_ DOUEL F d s3 TIE VERTICAL REBAR a -APPEP W/ BOND BEAT 1 F'VC CHA5E THRU FOG rINC ° ? n ? y TO HORIZONTAL ?• d OUTSIDE REBAR TO it CONTINUOUS A . (U +5 REBAR AT CORNERS V ? y BF W/ 25' LAP MIN. REDAR W/ 8' HOOK ? • . � F � � I-bTORY E �.� d" • • •° � F:: m 4' 8' 14-1 (2) i6 REBAR ON CHAIRS in O 1'-4' 2-6TORY a' -I' MIN. LAP ' (3) eg REBAR ON CHAIR& TVP. REBAR LAP PIPE THROUGH FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING G AT LINTEL CORNERS V SCALE: = =-T1�1 W/ BLOCK WALL RETNFORCINC 5C'A_E: 1/2'=I' -o' \� SCALE: I/2'=1' -fp' �'�'�R AT F'I �I LSF' -P0 ]� I!/1CIN. 1 Lam '1L,� �Y �T TI�]C '�'T L) S c-) IL — TEXTURED FINISH �<<• R-11 INSULATION MIN- 5TUDS Ib' O.C. MAX lrl' GYP. WL. BD. WOOL? SASE z Q SECURE ST. PLATE TO SLK W/" ANCHOR 1501 -T HIGH STRENGT HEPDXY 7 EMBED. MIN. W 3a• OC MAx. V ' y 4' CONC., REINF. W/ b'xb' 410 ULM OR 1=I15ERME51­1 ON (P -MIL POLY ETHYLENE VAPOR BARRIER ON °Q WELL -COMPACTED CLEAN TERMITE TREATI=MENT SHALL BE BORA-CARE E a 4' b' b' 4' (3) 05 REBAR ON CHAIRS . 2—STORY FOOTING CAA/ FRAME WALL- 1/2'4-0" ALL1/2'=1 -0 - 1 !I) S REBAR VERTICALLY W/ GONG_ FOUR CELL W/ CONC. POUR CELL R-4.2 INSULATION a' CMU TEXTURED FINISH T - CURB HEIGHT VARIES r1" CMU 4' CONC., REIN. W1 &'xb' 1`10 WW l OR WL. LSD. z �l ■ -- WOOD 5A5E •a z � 0 ° — 4' CCA4G., REINF. W/ wAw 010 Ulm OR ? fIBERMESH ON (b -MIL. POLY a►' e'er"' a ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE _ TREATEMENT5HALL BE BORA-CARE (3) S REBAR ON CHAIR5 LLIA 2- S'I'ORY FOOTING �rij.3 WZ BLOCK WALL 5CALE: 1/2' - I'-0' TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 5' HOOK GROUTED BOND BEAM • p .a • • ',• .. ,d 'a • GAS LINE THRU BLOCK !z)'" 'REBAR ON CHAIRS °; 2—STORY o7- 5CALE: 1'=1'-fD' e3) S REBAR ON CHAIRS (1) •B REBAR VERrIGALLY W/ LONG. POUR CELL �•--R-42 INSULATION 'a •• mz CMU 112' GYP• WL. HD. _ I- z WOOD BASF CLEANOUT REGIUIFED a'.•- ,q Ill �4' GONG, REINF. W/ b'x¢.' •ID UALt1 OR < °_ FOR INSPECTION z FIEERMESH ON 6 -MIL POLY L ETHYLENE VAPOR BARRIER ON uuu WELL -COMPACTED CLEAN TERMITE z 0 I TREATED FILL " (2) N3 REBAR Q I -STORY �Y / ' dI (3)'5 REBAR IP 2-5TORY z e . 0'-0" FIN. FLR. � ! (1) 15 vERT_ DOUEL F d s3 TIE VERTICAL REBAR a -APPEP W/ BOND BEAT 1 F'VC CHA5E THRU FOG rINC ° ? n ? y TO HORIZONTAL ?• d OUTSIDE REBAR TO it CONTINUOUS A . (U +5 REBAR AT CORNERS V ? y BF W/ 25' LAP MIN. REDAR W/ 8' HOOK ? • . � F � � I-bTORY E �.� d" • • •° � F:: m 4' 8' 14-1 (2) i6 REBAR ON CHAIRS in O 1'-4' 2-6TORY a' -I' MIN. LAP ' (3) eg REBAR ON CHAIR& TVP. REBAR LAP PIPE THROUGH FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING G AT LINTEL CORNERS V SCALE: = =-T1�1 W/ BLOCK WALL RETNFORCINC 5C'A_E: 1/2'=I' -o' \� SCALE: I/2'=1' -fp' �'�'�R AT F'I �I LSF' -P0 ]� I!/1CIN. 1 Lam '1L,� �Y �T TI�]C '�'T L) S c-) IL — TEXTURED FINISH �<<• R-11 INSULATION MIN- 5TUDS Ib' O.C. MAX lrl' GYP. WL. BD. WOOL? SASE z Q SECURE ST. PLATE TO SLK W/" ANCHOR 1501 -T HIGH STRENGT HEPDXY 7 EMBED. MIN. W 3a• OC MAx. V ' y 4' CONC., REINF. W/ b'xb' 410 ULM OR 1=I15ERME51­1 ON (P -MIL POLY ETHYLENE VAPOR BARRIER ON °Q WELL -COMPACTED CLEAN TERMITE TREATI=MENT SHALL BE BORA-CARE E a 4' b' b' 4' (3) 05 REBAR ON CHAIRS . 2—STORY FOOTING CAA/ FRAME WALL- 1/2'4-0" ALL1/2'=1 -0 tilt/ 3 4' 1, r,' 1, 6' 4' 2—STORY FOOTING 44AT GARAGE 5CALFE: 112 "= P-0' 14 NGT USED �CaROl1TFD BOND BEAM YARIEB PER ELEY. TIE VERTICAL REBAR � - TO HORIZONTAL REBAR W/ 8' HOOK. J, YARIEB PER ELEY. IGROUTED BOND BEAM .a. d :< 4 .a [L CLEANOUT FTv;MIRED FOR INSPECTION � 4 X10'-0' FIN. FLP. o V TIF `VERTICAL REBAR TO HORIZONTAL. • . y 3.:,' REBAR W/ 6" HOOP. a u HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE SCALE: A R C H IT E C TS / Design Group,.,,,-. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 _ (1) P5 REBAR VERTICALLY W/ CONC. POUR CELL Fq a' CMU i - CURB HEIGHT VARIES EQ i 4' CONC., REIN. W1 &'xb' 1`10 WW l OR iV z FIBERMESH ON (a, -MIL POLY ETHYLENE VAPOR BARRIER ON IE WELL -COMPACTED CLEAN TERMITE r TREATEMENT SHALL BE BORA-CARE Q (3) 5 RE5AR ON CHAIRS C> tilt/ 3 4' 1, r,' 1, 6' 4' 2—STORY FOOTING 44AT GARAGE 5CALFE: 112 "= P-0' 14 NGT USED �CaROl1TFD BOND BEAM YARIEB PER ELEY. TIE VERTICAL REBAR � - TO HORIZONTAL REBAR W/ 8' HOOK. J, YARIEB PER ELEY. IGROUTED BOND BEAM .a. d :< 4 .a [L CLEANOUT FTv;MIRED FOR INSPECTION � 4 X10'-0' FIN. FLP. o V TIF `VERTICAL REBAR TO HORIZONTAL. • . y 3.:,' REBAR W/ 6" HOOP. a u HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE SCALE: A R C H IT E C TS / Design Group,.,,,-. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUISMV & IOT: TUCA PLACE SOUTH LOT 2017 PROJECT# 02108.005 MOID15:14; 892, LE Fern PAGE-. M0 NC.) LF HIC FOU_"D ATIO N DE`_FAILS/ SEC,1110NS ■ ARCHITECT- �3TATF OF FLORIDA JAN1 1 3 2012 JAMCANTWELL NO 120 PRI T �AT�z 01 I "1 12 SCA E: I/4"=1'—O» :3141MET DI oP1 Fq Q C> � � z G u qr ^1L SUISMV & IOT: TUCA PLACE SOUTH LOT 2017 PROJECT# 02108.005 MOID15:14; 892, LE Fern PAGE-. M0 NC.) LF HIC FOU_"D ATIO N DE`_FAILS/ SEC,1110NS ■ ARCHITECT- �3TATF OF FLORIDA JAN1 1 3 2012 JAMCANTWELL NO 120 PRI T �AT�z 01 I "1 12 SCA E: I/4"=1'—O» :3141MET DI oP1 PANEL ANCHOR SEALANT 0 SEALANT 3/8" -EXPANSION STRIP FREE OF MORTAR FANEL ANCHOR 1/4" EXP. BOLT TWO PER ANCHOR WALL FRAME 5HOWN HERE FOR ILLUSTRATIVE PURPOSES ONLI'. WALL FRAMING CAN E5E CONCRETE, MASONRY, WOOD STI=I�L OR ANY OTHER STRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION LINTEL PLATE -- 3/a" EXF'AN51ON STRIP FREE OF MORTAR L INTEL SEALANT TO BE MIN. 1/2 DEEP 5EE NOTE _`EXPAN51ON $TRIP PANEL ANCHOR -GLA56 PLOGK NOTE: TH15 DIMENSION 16 DETERMINED 5Y THE ANTICIPATED DEFLECTION Or TE STRUCTURAL MEME3ER ASOVE THE GLA55 $LOCK. PANEL REINFORCING � EVERT OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL 5UT NOT ACR05S EXPAN510N JOINTS G LA55 E�LOCK POSITION (2) 1-1/4" 5-4 HEX WA5HER HEAD WITH ANTI-CORR051VE COATING TIGHT TO SEND OF ANCHOR AND END OF SLOTTED HOLE TYPE 5 OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL REINFORCING MORTAL; ASPHAI__.T 1=MULSION O� 1-3/4" X 20 GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL SECURE 2x6 MIN. TO BLK W/ (2))?' HEAP LENGTH ANCHOR BOLT W/ 2' WASHER SET TENSILE 5TR ad IN SIMPSON HIGH 5tR1=NGtH 1l/5, .113 EPDXY 4' EMBED. WITHIN a' OF EACH 2X4 SECURED TO END AND 18' O,G. MAXI ROUGH O PENINGGUP TO 8'-01 GABLE END W/(2)12dlvEA. UPRIGHT — ROUND MODIFIED 2 I/8' .128 ❑ 0 ❑T ` 2X,4 5ECURED TO GABLE ENG W/(2)12d E Tr �� ❑ \ Co" -S" O.G. a ' SECURE 2x4 ON FLAT TO BLK__ PRECAST BILL t� W/ CUT NAILS. ` Lu ❑ � ~ -- 51PE5: 2X& GARAGE DOOR BUCK W/ l3) -I.-SID •� GABLE BLOCKING TRU55 -2x4 BLOCKING `1 �'Xa' J -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'XYa WASHER AND NUT SPACED EVENLY FROM FLOOR TO IV EA. RAFTER L-30 EA. RAFTER o � GARAGE DOOR HC)F�. IN JOINTS PRIOR TO FILLING. I -2X6 PT BLOCK to CENTER OF DOOR HEADER WKI) )�,X8' J-BOLT5 4' EMF5EDMENT W/ 2'X2"Aa' WA5HER ANP NUT H25 EA RAFTER 2x4 RAFTER 24' O.G. FRAMING _- c� � � G U (TYP) GARAGE DOOR F3[JCK ATTACIIMENT SCALE: NOT USED C4 FRAMEDN OVERHANG 2X4 PBL TOP PLATE — 2x4 METAL STUD 24' O.G. 1/2" DRY WALL 2X4 IV O.G. MAX -'---2X4 PT. BT. PLATE c F 1/2' AB W/ MIN. l' EMBEDMENT � I 2 PIA. WA5HFR 32' O.C. MAX 05 REBAR CONT. WOOD FRAME TO BLK. SCALE: 1/21=11-01 SPARK ARREST PER MANUFACTURER IX,2 PT. TOP OF BOX PBL. TOP PLATE — 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. NET. LATH. W/ ON 0.513. SHEATHING OR �" CF -)x PLYWOOD PRE. ENG. TRU55 1 A PLAN VIEW SCALE: 1/2'- I'-0' 51MP5ON H-5 (MINJ fP 2X4 TO TRU55 PRE. ENG. TRU55 5P4 OR H-6 TOP PLATE TO 5TUD5 2A '-0" ABv. 10'-O' LEvEL TO ROOF aR 2'-O' ASv. HIGHEST RIDGE WITHIN 10'-O' SIMPSON H -s (MIN.) 2X4 TO TRU55 CHIMNEY DETAILS I PRE -ENG TRU55E5 W/ TRU55 CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS 161 P.C. MAX 51MP5ON L5TA-12 EA, JACK 5TUD, BOTH 51DE5 OF OPENING. 2x STUDS I�" O.C. MAX W/ SHEATHING. 5HEATHINC"a TO BE WITHIN J' OF WINDOW/ DOOR OPENING AND $ECUpr: PER NAILING 5CHEDULE KING 5TUD5 (SEE HEADER SPAN CHART FOR DETAILS ANP 51'PEGIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD A55EMBLY TO BE SECURED ONE FLY v A TIME. IBJ USE 12d NAIL$, TWO WITHIN ' FROM EACH END 4 NO MORE THAN 12' O.C. 5TAGGERED $P4 OR H5 1� TOP ANF-) BOTTOM PLATE5 'm EA. FULL LENGTH STUD, BOTH 51pE5 OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 11-41 MIN. FROI" 1 2ND TYP. EXTERIOR WINDOW/ PLR. LINE' (-i` DOOR OPENING WD FRAMED \\ ` 5GALE: 1/2'=I' -ID' NAILING SGHEL7ULLE ROOF DIAPHRAGM USE 1/16' 0.5.B, OR 1/2" CDX PLY WITH 08 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND "a RING SHANK GUN NAILS AT 6- O.C. AT INTERMEDIATE 5UPPORT5. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME= USE *8 GUN NAILS @ 4' O.C. EXTERfOR SHEATHING U5E l/lh' 0.5.8. OR 1/2" PLY WITH 08 RING 5HANK GUN NAILS AT h" O.C. AT PANEL SIDES AND +'S RING SHANK GUN NAILS 4" O.C. TOP 4 BOTTOM PANEL AND 08 RING 5HANK GUN NAILS AT �' D.C. AT INTERMEDIATE SUPPORTS. 5EE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED A6 AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAL REaUIREMENT5 51zE HEAP LENGTH DIA. TENSILE 5TR ad ROUND,1"IODIFIED 1l/5, .113 110,000 WITHIN a' OF EACH OR T END AND 18' O,G. MAXI ROUGH O PENINGGUP TO 8'-01 SPAG INC. I,ad ROUND MODIFIED 2 I/8' .128 110,000 OR T E TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING 5PACE5 AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL 4 TOOL ASSOCIATION I. fd.113INCH NOMINAL SHANK DIAMEt1=R ROOF 6HI=ATHING 2 RIN )IAMTOF I E 5H NK PEN G R 0 0 2 Ov R A DIAMETER 3. Ih TO 20 RINGS PER INCH 4. Q -2a0 INCH FULL ROUND HEAD DIAMETER 5.2 INCH NAIL LENGTH I F 11111 1111 SHFATNINC- LAYOUT 4NF-,) EN1,)W,4LL 5FAGING� FOP' G~;45LE EN12 Ff;AM INCi -A awl BUILDING LENGTH SECURE 2x TO BLOCK �W/ (2) f3&-" TAPCON5 OR DRIVE PIN (MIN SHANK 51ZE .145) (MIN EMBED. I J') PRECA5T L WITHIN a' OF EACH END AND 18' O,G. MAXI ROUGH O PENINGGUP TO 8'-01 SPAG INC. _ 0.5-B. SHEATHING OR--" ' CDX PLYWOOD A13 E Tr a PRECAST BILL t� Lu .- `1 G R 0 0 2 Ov R A DIAMETER 3. Ih TO 20 RINGS PER INCH 4. Q -2a0 INCH FULL ROUND HEAD DIAMETER 5.2 INCH NAIL LENGTH I F 11111 1111 SHFATNINC- LAYOUT 4NF-,) EN1,)W,4LL 5FAGING� FOP' G~;45LE EN12 Ff;AM INCi -A awl BUILDING LENGTH SECURE 2x TO BLOCK �W/ (2) f3&-" TAPCON5 OR DRIVE PIN (MIN SHANK 51ZE .145) (MIN EMBED. I J') WITHIN a' OF EACH END AND 18' O,G. MAXI m SPAG INC. _ 0.5-B. SHEATHING OR--" ' CDX PLYWOOD 2x4 BLOCKS CMU WALL ARCH WINDOW FRAMEA SECTION SCALE: 1/2'=V-0' NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (0.5.8. TO 8E STRUCTURAL GRADE) r_ONNECTOR5 FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT m OPENINGS 'a RING SHANK GUN NAILS ,w 4' O.C. TOP / 50TTOM EDGE$ -Fa u> J PRE TRU° MT5- -1/1611 2X4 BTM. PL A- MT5- 32" C PRE--, TRUS5 2X4 DRL. TOP PLATE 2X4 $TUD 16" O.C. 7/ICO' 05.5. A.B. W/ MIN. I' EMBEDMENT LOCATE Co' -8' FROM ENDS AND 32" O.C. MAX. TEXTURED FINISH META -ICO 8" CMU WALL KNEE WALL DETAIL TO BLOCK 2X4X4' SECURE TO TRU55 W/ 3-12d Com' -8' O.C. MAX TYP. 2X4 SECURE TO 2X4 SLK W/2 -12d - SECURE TO BLK W/ META -l& 2'— O" EXT: 5CALE: I/2"=1'-0' "e RING $HANK GUN NAILS O.C. IN FfELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (D.S.B. TO BE STRUCTURAL GRADE) *8 2' PECK SCREWS &--0- O.C. MAX 6 EDGE5 4 12' O.G. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THIC-KNE65 OF 5U5 -FLOOR 5HEATHING TYP. 3/4" TAG 5U5 -FLOOR DECKING GLUED TO ALL EXPO5ED MEMBERS S PRE -ENG. TRU5$ DBL. 2X TOP PLATE _ 2X BLOCKING TOP OF r 2X 5TUD5 16" O.C. MAX. I 2X }STM. PLATE --- 3/4' FLOOR DECKING — Ik PRE- ENGINEERED FLOOR TRU55 ro 2X4 lw TOP 4 BOTTOM CONT. y -,-R HETA-ICG BLK. WALL () CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. W/ 1/4' GAP FROM BLK, TO 0.5.8. (� HORIZONTAL 2X 5.P.F. STRUCTURAL BLOCKING AT PERIMETER OF 0.5.8, TO PROVIDE CONT. NAIL PATTERN () REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. �4 SHEATHING m TOP OF WOOD FRAMED WALL TO BE 5TAGGERED MIN. OF V FROM SHEET BELOW 8 INSTALL ALL 5HEET5 W/FAGE GRAIN PARALLEL TO STUDS EXT. WALL SHEATHING11 SCALE. 1/2' -0' A R C H I T E C T S 'i I1. 1\V llr\L'J 1\L(l,-Irlll LJLYL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 11111111111 Ems-, w a t� Lu .- `1 o � c� � � G U Q Q SUBDIV. & LOT; TUSCA PLACE SOUTH LOT 2017 � Til� jpR0aE 02"108.005 MODE: 1892" GARAGE SWING: LEFT PACE; MIsc. DDET'AILS ARCHITECT - STATE OF FLORIDA JAN 1 3 7 72 f CANTWE NO 12079 01/11/12 C :1/4"=1/_Q/> SHEET FIB'ERGLA55 SHINE L.ES --�,, 2x4 BLOCKING BETWEEN OVER #1e FELT PAPER ON 2x4 BLOCKING BETWEEN FIBERGL,�lS , SNIN6;LES---�--� TIzUSSES AT FIRST RST TWO BAPS TRUSSES AT FIRST TWO BA'i S 4'-0" O.C. CAT 5a-IEAT+-IfNC O.S.F3. SHEATHING OR 2° 4'-O" O.C. CAT SHEATHING OVER #15 FELT PAPER ON CF -)X PLYWOOD SECURED SEAMS) i0.5.8. SHEATHING OR " SEAMS) PER N,4IL INC SCNEDULE CDX F LYWOOD SECURED ~ ;� -PRE -ENC-; C-4A�3LE TRUSS P.T_ 1x2 W/ MTL_ DRffi DCE FRE-ENr GABLE TRU55 PER NAILING 5CHEDULE 2x4 NAILER --CONT. 2x4 RAT RUN SECURED W/ (2) 2x4 5U8 -BAND MTL. DRIP EDGE / 12d'� E,�Gi-f Tfi�USS FIBERGLASS SHINGLES -\ CONT. 2x4 RAT RUN SECURED 2x4 5U5 -BAND OVER #15 FELT PAVER ON ALUM. SOFFIT W/ C2> 12d's EACH TRUSS TO BE INSTALLED MID. POINT OF o_S.�_ S✓-IEATNfN OR 2" STfFFBACK AT ALL UPRIGHTS ALUM. SOFFIT ~�. TRUSS SPAN, OR 10'-O" O.G. MAX_ CDX PLYWOOD 5EGURED _ To BE INSTALLED 1'III�. PER NAILING SCHEDULE OVER 4 10 HIEN C5EE POINT OF TRU55 SPAN, OR 5TIFF5ACK AT ALL \ - .__ SEE ENERGY CODE FORMS 5EALED ENG. FOR 51ZE 4 10'-0" O.G. MAX. UPRIGHTS OVER 4'-10° \ \ FOR INSULATION R -VALUES. CONDITION_) �- HIGH C5EE SEALED ENG. ~-" GYPSUM BOARD OR z° --- "" SEE ENE GY GO 5EE ENERGY CODE FORMS _/ FRE-ENGTRUSS R DE FO -r FORMC? _ 1 , O --� F R 5IZE CONDITION.) \` FOR INSULATION R -VALUES. 1� 0.5.8. SHEATNINC� Off: 2 - -__ FOR INSULATION R-VALUES_-IfC�N STRENGrTI-I G�C�_ CDX PLYWooD. ATTACI-IED - - 1 O.S.B. SHEATHING OR j ° \ BOARD MTL. DRIP EDGE _ >7 I.. �_-" GYPSUM BOARD OR I° CD %� PLYWOOD. ATTAG�-IED - C�~rPSUM BOARD OF 2 HIGH PER NAILING SCHEDULE ON :: ` -� 2x4 NAILER °° HkGH STRENGTH CLC. PER NAILING SCNEDULE ON 2x4 SUB -BAND '�,., STRENGTH CLC, BaARD SHEET D� '�-�_� BOARD SHEET DE,��, ��- 2x4 � 24" O.C. a INTERIOR VENTED ALUM. SOFFIT CONC. FILLED LINTEL BLK W/ - KNEE WALL REBAR CONTINUOUS �� THICK, 3 COAT GEMENT _ ����, -GONG. FELLED LINTEL BLiC W/ y�" THICK, 3 GOAT GEMENT ��-_ �- PLASTER OVER GRADE (I) 05 REBAR CONTINUOUS -GONG. FILLED LINTEL BLK W/ -_ _ _ fi LASTER OVER GiRADE -' EMBED. STRAP VERIFY W/ -�_ `- fi RECAST LINTEL "D" FELT PAPER BACK -�. _`'- _ R-4.2 B, -,TT. INSUL. '� �� ��1�- (1) 15 }�E�,4(� CONTINUOUS METAL LATH OVER �� D FELT PAPER BACK �_ TRUSS PLAN R-4.2 BATT. f N5UL. APPROVED HOUSE WRAP METAL LATH OVER PRECAST L INTEL �` PPROVE) HOUSE WRAF P PRECAST L INTEL ��---WINDOW ATTACHMENT A5 OR GRADE "la" FELT WINDOW ATTACHMENT A5 n OR GRADE 11DII FELT "'THICK, 2 COAT CEMENT - /� PER MANUFACTURES FAF'ER WINDOW ATTACHMENT AS PER MANUFACTURES PAPER PER MANUFACTURES PLASTER APPLIED � � SFEGIFIGATIONS WEEF� SGRE�D 5PECIFIGATION5 SI�EGIFICA�'f'1 DIRECTLY TO MASONRY � IJJEEP SCREED PRECAST SILL (SEE DETAIL 2) PRECAST SILL (5EE DETAIL 2) ----PRECAST 51LL (I) #5 RE5AR VERTICALLY SECURE GABLE TO 2x(o P.T. (1) #5 REBAR VERTICALLY SECURE GABLE TO 2x6 P.T. � W/ CONC, POUR CELL PLATE W/ 12d'a 8" O.C. MAX W/ LONG. FOUR CELL PLATE W/ 12d� 'S 8" O.C. MAX � (1> -, REBAR VERTICALLY W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x& PT. PLATE TO -� 1x2 P.T. FURRING STRIPS SECURE 2x& PT. PLATE To 1x2 P.T. FURRING STRIPS 1� O.G. I G.FF3LiC W/ 2"x9" ANCHOR BOLT W/ LK W/ - x� ANCHOR F3OLT W/ l� O.G. 8" CMU 2" WASHER SET IN SIMPSON 2" W.�,SHER SET IN SIMPSON HIGH STRENGTH EPDX�t' -1 8 CMU - ------ all -- a" Cl` u ---1/2 r YP. WL_ BD_ HIGH STRENGTH EPDX)' 7 1/2 GYP. WL. BD_ 1/2 GYP. WL. BD. WOOD BASE EMBED_ MIN. 32° OG MAX. WOOD SASE EMBE1D. MIN. � 32" OC MAX. WOOD BASE .00 "THICK, 2 COAT CEMENT 1"THICK, 2 GOAT CEMENT d PLASTER APPLIED '. 2 PLASTER APPLIED 1 1t a a DI}�.EGTL,I' TO MASONRY I ' .4 4 DIRECTLY TO MASONRY.n • A 4 O•' V-0• d 4 4 • • _ 1 -STORY GABLE 1-S TORY 1 STORY GABLE W/ VAULT CLG. B LO C K WALL Q, B LQ C K WALL BLOCK WALL SCALE: 3/4 =1 -0 1'� SCALE: 3/ " _ ' " �' 1 -O SCALE: 2X4: ® 2X4: SECURE TO FLOCK W! 3i(b" SECURE TO BLOCK W/ Wr,' SECURE TO BLOCK W/Y4" TAPCONS OR DRIVE PIN TAF'GON5 OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK 5IZE .145 (MIN. SHANK 5IZE .145 MIN. HEAD 517E.300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT U/4') MIN. EI-15EDHENT I Y4') MIN. EMUEDMENT I Y4'J WITHIN 5" OF EACH ENP 4 WITHIN 5' OF EACH END 4 WITHIN a' OF EACH ENP 4 IS' D.C. MAX SPACING. 15" O.C. MAX SPACING. 15" O.C. MAX SPACING. a' crlu 2X(c.?: 2X5. Ya' DRYWALL SECURE TO BLOCK WW/2-%' NOTE: STRUCTURAL 2X MUST SECURE 15C-W/2-3(�,' SECUR®O BLOCK W/1-1/4' NOTE: STRUCTURAL 2X MUST 1'X4' OR I"X2" P.T. NAILER TAPCONS OR DRIVE PIN 15E ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCON5 OR DRIVE PIN f3E ON OUTSIDE 4 SECURED 1x4 P.T. OR 5/4'X4" MIN. SECURE (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL THROUGH NON-STRUCTURAL (MIN. SHANK 517E .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK 517E .145 MIN. HEAP 517E .300 3/(b' TAPCON MIN. IY4" MIN. HEAD SIZE .300 THROUGH NON-STRUCTURAL MIN. HEAD 5IZE 30011 3rS¢' TAFCON MIN. IY4" THRU FRAME 4 EXTEND 1 Y4' " MIN. EMBEDMENT I Y4) 1=MBEDMENT INTO f3LOGK. " EM15EDMENT INTO BLOCK. INTO i3LOCK W/ 3(�" TAPCON5 MIN. Et�iBEDMENT I Y4) �{�, TAPCON t�11N. 1-Y{' MIN. EMBEDMENT I }�4'J WITHIN a' OF EACH END 4 1/v, a af3. OR 2" CF -)x OR DRIVE PIN 15' P.C. MAX ^SPACING. -8" GMU SITOI.G MA% SPAGINGEACH � 4 EMBEDMENT INTO 13LoCK. WITHIN a" OF $PAC END d IMIN. SHANK SIZE .145 �- 15" P.G, MAX SPACING. DRYWALL S" GMU TY VF< k3U ILD INC WR14P MIN. HEAP SIZE 300 2XS: ® DRYWALL 3 r -1'X4" OR I"x2' F.T.NAILER 2X�" C i�' PRYWALL 2X8: MIN. EMBEDMENT 1-Y4 SECURE TO BLOCK W/2 -/{b SECURE TO BLOCK W/2-3/(�,' SECURE TO BLOCK W/1-1/4" -1'X4' OR 1'X2' P.T. NAILER �, ��� WITHIN 5' OF EACH END 4 1i3' TAPCONS OR DRIVE PIN 3(�' D.S.B. X 4' MIN. TAPGONS OR DRIVE PIN `-I'X4' OR 1'X2' P.T. NAILER TAPCON5 OR DRIVE PIN `� O.G. MAX SPACING (MIN. SHANK SIZE .145 316' O.S.B. X 4 MIN. DOOR CASING eMIN. SHANK 51ZE .145 -DOOR CASING (MIN. SHANK 5IZE .145 GALV D MTL. LATHPOORCASING MIN. HEAD 8171= .300 MIN. HEAD SIZE 300 -DOOR CASING DOOR JAMS OR WINDOW DOOR JAMB OR WINDOW MIN. NERD 517E 300 MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER MIN. EMBEDMENT I Y4 J /�j" TEXTURED �`"---DOOR JAMB OR WINDOW WITHIN 5" OF EACH ENP 4 ATTACH TO 2x PER MIN. EMiSEDMj=NT l Y4'J `-DOOR JAMB OR WINDOW i ,, ATTACH TO 2X PER MANUFACTURES DETAILS. WITHIN OF EACH END 4 MANUFACTURES DETAILS. WITHIN 5' OF EACH END 4 ATTACH To 2X PER FIN16H � WOOD MANUFACTURES DETAILS. IS' O.C. MAX SPACING. la" O.C. MAX SPACING. 15' P.G. MAX SPACING. MANUFACTURES DETAILS. WOOF-) ` �IJE�P SCREED NOTE-. SHIM AS NEEDED TO PLUMf5 JAMB (PC) NOT EXCEED Y4') NOTE: SHIM A5 NEEDED TO U CONSTRUCTIONS PLUMB JAMB CDD NOT EXCEED Y4'J NOTE: SHIM AB NEEDED TO PLUME JAMB (PO NOT EXCEED Y4') NOTE: SHIM A8 NEEDED TO PLUMB JAMS (PC) NOT EXCEED Y�") „ g DOOR JAMB TO BLOCK +3/4 OR +5/ DOOR JAMB TO BLOCK +1-15/16 DOOR JAMB TO BLOCK +3 DOOR JAMB TO BLOCK +3-7/16 z 'WINDOW TO BLOCK +3 4 OR +5 4 WINDOW TO BLOCK +1-15/16" WINDOW TO BLOCK +3" WINDOW TO BLOCK +3-"'1 16" \ 1 $ _ (a 1 \ 3CAL1=: I'=1' -m' SCALE: 1'=1'-sa' SCALE: 1 I 0 \ SCALE: I =1 -m 2x4: ® 2X4: ® 2X4: CMU SECURE TO BLOCK W/ 3f6' SECURE TO BLOCK W/ 3(�° SECURE TO TQ PLOGK W/ 3(�' SECURE BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCON5 OR DRIVE PIN 1/2" Tr_:XTUR�D (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 � FINISH 10) MAONRY MIN. EMf3EDMENT I Y}") MIN. EMBEPMI=NT I Y4') MIN. IIN. EMBEDMENT l Y4') NATE; STRUCTURAL 2X MUST \ \ WITHIN 5' OF EACH END 4 MIN. EMBEDME WITHIN 5' OF EACH END 4 WITHIN 5' OF EACH END 4 NT 1 Y4') WITHIN OF EACH END 4 15' O.C. MAX SPACING. IS' O.G. MAX 5PACING. 15" O.C. MAX SPACING. 15E ON OUT5IDE 4 SECURED IS' O.C. MAX SPACING. THROUGH NPN-5TRUCTURAL 2Xto: � 2x�: ® 2X/e : I� 3S�' TAPGON MIN. 1-Y4' 2Xra: SECURE TO BLOCK W/2-3/ft,' SECURE TO BLOCK W/2-%6' NOTE: STRUCTURAL 2X MUST SECURE TO FsLOCK W/2-3(�' EMBEDMENT INTO BLOCK. SECURE TO i3�OCK W/1-1/4" TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN RE ON OUTSIDE 4 SECURED TAF'CON5 OR DRIVE PIN TAPGONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 (MIN. SHANK 5IZE .145 THROUGH NON-5TRUCTURAL (MIN. SHANK 5IZE .145 5' GMU (MIN. aHAyK alZE .145 BE ON OUTSIDE 4 SECURED WEEPP C�� 4 MIN. HEAD SIZE .300 MIN. HEAD 5IZE .300 %,' TAPCON MIN. 1-Y4" MIN. HEAD SIZE .300 L � ! �-� � � � � ! > MIN. EMBEDMENT I Y4") � /2" DRYWALL MIN. HEAD SIZE 3(IJ0 THROUGH NON-STRUCTURAL MIN. EMBEDMENT 1 Y4') \ EMBEDMENT INTO BLOCK• MIN. EMBEDMENT I Y4') 1'X4' OR 1'X2' P.T. NAILER MIN. EMBEDMENT 1 Y4') %.' TAPCON MIN. I -Y4" DETAIL T WITHIN 5' OF EACH END 4 WITHIN 5' OF EACH END 4 WITHIN 5' OF EACH END 4 WITHIN 8' OF EACH END 4 EM1=5EDMENT INTO BLOCK. J� I AIL WO O _T__� T O 15' O.C. MAX SPACING. Ia' O.G. MAX SPACING. a' GMU S' CMU -Ya' DRYWALL 15" O.C. MAX SPACING. 2ND 2X SECURE TO 15' O.G. MAX SPACING. 2X5= 2x5: ® STRUCTURAL MEMBER W/(2)12d a, CMU DRYWALL � 1'X4' OR I'X2' P.T. NAILER 2':5: WITHIN 5' OF EACH END 4 6' 2X5: � \�, DRYWALL SECURE TO BLOCK WP-3i(t' " SECURE TO BLOCK W/2- f�' SECURE TO 15LOGK W/2-3Xb' " SECURE TO BLDGK W/1-1/4' TAPCONS OR DRIVE PIN I'X4 OR I X2 P.T. NAILER TAPCON5 OR DRIVE PIN I' P.T. X 4' MIN: TO 8 O.G. MAX 1'X4' OR 1'X2' P.T. NAILER TAPCON5 OR DRIVE PIN TAPCON5 OR DRIVE PIN i (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK 5IZE .145 `�--DOOR CASING (MIN. SHANK 5IZE .145 MIN. HEAD 517E 300 MIN. HEAD SIZE .30fD DOOR r �ASING (MIN. SHANK 5IZE .145 I' P.T. X 4" MIN. DOOR JAMB OR WINDOW ---DOOR J4M8 OR WINDOW MIN. HEAD SIZE .100 MIN. HEAD 5IZE 300 MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT I Y4') ~-DOOR JAMB OR WINDOW DOOR CASING WITHIN S' OF EACH END 4 ATTACH TO 2X PER WITHIN 5' OF EACH FND 4 ATTACH TO 2X FER MIN. EMBEDMENT I Y4") ATTACH TO 2X PER MIN. EMEEDMENT I Y4') 15' O.G. MAX SPACING_ MANUFACTURES DETAILS. 15' O.C. MAX SPACING. MANUFACTURES DETAILS. WITHIN 5 OF EACH END 4 MANUFAGTURE5 DETAILS. WITHIN 5 OF EACH END 4 DOOR JAMB OR WINDOW 15" O.C. MAX SPACING. 15' O.C. MAX SPACING. ATTACH TO 2X PER MANUFAGTURE5 DETAILS_ NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM A5 NEEPFD TO PLUMB JAMi3 (DO NOT EXC3=1=D Y4') NOTE; SHIM AS NEEDED TO PLUMB JAMB (PO NOT EXCEED )/.4') NOTE: SHIM A5 NEEDED TO PLUMB JAMP (PC) NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4 - WINDOW TO BLOCK +1-1 WINDOW TO BLOCK +2 1 4" �+ WINDOW TO BLOCK -t-3" H WINDOW TO BLOCK +3 3/4" �`D SCIALE: I'=1'-0' \ SCALE: 1"=I'-0' \ \ SCALE; 1"=1'-0' A R C H I T E C r S L ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV & IOC': TUSCA PLACE SOUTH LOT 2017 02105.005 MODEL.; "1892" GARAGE SWING: LEFT ]PAGE: MONOLITHIC 1- STORY WALL SECTIONS �T ARCHITECT: STATE OF FLORIDA JAM CANTWEL L NO 12079 DA: 01 Z1 "1 Z12 ALE: 1/4 "-1, -0" SHEEN' D 3 or 9 0 w w x q 0 U h � Q SUBDIV & IOC': TUSCA PLACE SOUTH LOT 2017 02105.005 MODEL.; "1892" GARAGE SWING: LEFT ]PAGE: MONOLITHIC 1- STORY WALL SECTIONS �T ARCHITECT: STATE OF FLORIDA JAM CANTWEL L NO 12079 DA: 01 Z1 "1 Z12 ALE: 1/4 "-1, -0" SHEEN' D 3 or 9 FIBERGLASS 51 -ZINC LES FIE3EPGLA55 SHINGLE5 OVER OVER #15 FELT PAPER ON #15 FELT PAPER ON 1/1(o" \ 2x4 FLOCKING BETWEEN O.S.B_ SHEATHING OR O.S.B. 5HEATHIN6; OR 2" CDX -- TRU55E5 AT FIR5T TWO 5AY5 CDX PLYWOOD SECURED PLYWOOD 5ECURED PER 4'-011 O.C. (AT SHEATHING PER NAILING SGHI=DOLE NAILING 5GHEDUL.E 5EAM5) PRE-ENr TRUSS-- __� MTL. DRifi EDGE FRE -ENCS GABLE Ti U55 A. SEE ENERGY CODE FORMS 2x4 5U5 -BAND CONT. 2x4 RAT RUN SECURED MTL. DRIP EDGE --''' \ W/ (2) 12d'a EACH TRUSS FOR INSULATION R-VALUE5, ALUM. SOFFIT 2x4 51_15-5,4ND C4YF ,SUM BOARD OR 2 STIFFBACK AT ALL VENTED ALUM. HIGH STRENGTH CLG. UPRIGHT5 OVER 4'-]O" SOFFIT BOARD HIGH (SEE SEALED ENG_ DOUBLE TOP PLATE — TWI5T 5TRAP VERIFY W/ FOR SIZE CONDITION) TRU55 PLAN SECURE 2x4 PLATE TO -SEE ENERGY CODE FORMS WINDOW HEADER 5IZE 3 _ FOR INSULATION R -VALUES. WALL W/ F "x(o" THRU - BOLTS VARIES PER WINDOW lo) 3211 O.G. MAX THEN OPENING 5EE HEADER SPAN CHART FoR SECURE GABLE TO 2x4 S GYPSUM BOARD OR DETAIL5 WINDOW ATTACHMENT A5 PLATE W/ 12d's V D.C. MAX HIGH STRENGTH CLCD. I� 0.5.8. SHEATHING OR 2" PER MANUFACTURES5 C OR —BOARD GPX PLYWOOD. SPECIFICATIONS E URE G B3L DOUBLE TOS' }SLATE TOP PLATE W/ 51MP5ON ATTACHED PER NAILING WINDOW SILL HTC4 o) 24" O.C. MAX SCHEDULE ON SHEET D5. 2x STUDS @ I(f," O.C_ MAX W/ WINDOOW HEADER 51ZE _J WINDOW ATTACHMENT AS R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURE', TICK, 3 GOAT GEMENT OPENING SEE HEADER' SPAN SPECIFICATIONS PLASTER OVER G12ADE" T G SU81=LOoR GLUED CHART FOR DETAILS "D" FELT PAPER BACK AND NAILED A5 PER � o.5_B. SHEATHING OR WINDOW SILL METAL LATH OVER NAILING L INC SCHEDULE 1� CDX PLYWOOD. 2x 5TUD5 Q V' O.G. MAX W/ AP ROVED HOUSE WRAP ATTACHED PER NAILING R-11 PaATT_ INaUL_ MIN. OR GRADE "D" FELT � SCHEDD5 ULE ON SHEET s.. PAPER� � - � T � G SUBFLOOR GLUED NOTE: SHEATHING MUST %a" THICK, 3 COAT CEMENT AND NAILED AS PER NOT BREAK 1'-0" M(N, PLASTER OVER GRADE "D" FELT PAfi �R BACK NAILING SCHEDULE FROM 2ND FLR LINE —FRE -ENC:; FLOOR TRUSS METAL LATH OVER 2x4 CONT. � TOP AND(INSTALL PER MFG, SPECS.> APPROVED HOUSE WRAP »T. OF FLR TRUSS (TOP OR G"D RADE " FELT 2x4 SUPPORTS 1JT \— a° Cyr 1 SUM BOARD OR 2° PLATE OF 2ND FLR, BT. HIGH 5TRENGTH CLC. PAPER' `~ 2x4 I5 FOR WALL BOARD NOTE: SHEATHING MUST �� PRES FLOOR TRU55 5HEATHING NAILER) CONC, FILLED LINTEL BLK W NOT BREAK 1'-o" MIN. (INSTALL 1~'ER MFG. SPECS) (1) 115 REBAR CONTINUOUSFROM 2ND FLR LINE \`��\ `- GYPSUM BOARD OR WEEP 5CREED _ '�� HIGH STRENGTH CLG. D (SEE DETAIL 2A) R-4.2 BATT. INSUL. 2x4 DONT. � TOP AND \� PRECAST LINTEL BT. OF FOR TRUSS (TC)f=' BOAi2D EMBED. STRAP VERIFY 2x4 5UPFORT5 BT CONC. FILLED LINTEL BLK W/ W/ TRU55 PLAN WINDOW ATTACHMENT AS PLATE OF 2ND FLR BT. -- CII #5 REBAR CONTINUOUS PER MANUFACTURES 2x4 15 FOR WALL. 2 I„ THICK, 2 COAT CEMENT SPECIFICATIONS SHEATHING NAILER) ~ PRECA5T LINTEL PF2'E�AST SILL F LASTER APPLIED WEEP 5CREED WINDOW ATTACHMENT A5 DIRECTLY TO MA50NRY r # (ll 5 REBAR VERTICALLY (5EE DETAIL 2A) PER MANUFACTURED W/ CONC. POUR CELL SPECIFICATIONS 1x2 P.T_ FURRING STRIPS__ 1 RECAST SILL Q 1�" O.C. EMi3ED. STRAW VERIFY TO W/ TRUSS PLAN (1):05 i2EBAR VERTICALLY FIRS ��� a" GMu III A -�W/ CONC. POUR CELL LO 1/2 GYR2. WL. BD. T1 TICK, 2 COAT CEMENT Ix2 F.T. FURRING STRIP5 —WOOD 5A5E PLASTER APPLIED 1 DIRECTLY To MASONRYFLOOR FRAME 8" CMU SCALE: 3/4° =1'-0"•,. — �i A� LE 1/2" GYi='. WL. BD. WOOD B,4SE �. FIRST FLOOR BLOCK SECOND FLOOR FRAME SCALE: 3/4" = 1'-O" i• • i 4 I� O.S.B. SHEATHING OR 2" CDX 2x STUDS 1G " O.G. MAX W/ PLYWOOD. ATTACHED PER R-11 BATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x 5Tup5 I(o" O.C_ MAX W/ cpx D5 R-11 BATT. f N5UL. MIN. T G SUBFLOOI GLUED L ' THICK, COAT GEMENT T G SUBFLOOR GLUED TYVEK BUILDING WRAF AND NAILED AS PER NAILING SCHEDULI PLASTER APPLIED TO METAL AND NAILED AS PER PAPER BACK LATH OVER 2 LAYERS OF - NAILING SCHEDULE CcALV D MTL. LATHGRADE D BUILDING PAPE1<:/a° TEXTURED OR PAPER BACKED LATH FINISH uJooD OVER AN APPROVED HOUSE WOODEE SCREED `� WRAP CONSTRUCTION .; 2x4 CONT. � TOP AND BT. OF FLR TRUSS (TOP 2x4 SUF=FORTS BT PLATE OF 2ND PRE -ENG FLOOR TRU55 T FLR, BT. 2x4 la FOR WALL PRE -ENCS FLOOR TRU55 8" CMU SHEATHfNC N,41LER) — GYPSUM BDARP Oil 2" 1/2" TEXTURED 5IMP50N META-1� EMBED. WEEP SCREED HIGH STRENGTH GLC. FINISH MASONRY to 32" O.C. MAX VERIFY —(SEE DETAIL 2A) W/ TRUSS PLAN�: a'° ..�:° � 5014F[7.) GYP&UM BOAR:) OR 1 W/� TRUSS 5 FLAN VERIFY �— GONG. FILLED LINTEL BLK W/ HIGH 5T12ENGTH GLC. BOARD �-2"THICK, 2 COAT CEMENT C1> #5 REBAR CONTINUOUS PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY FLOOR CONNECTION Art' PARALLEL/ DETAIL 0� WOOD TO PERPENDICULAR PRE—ENG FLOOR TRUSS BLOCK CONNECTION -2SCALE: 3/4"=1'-0" A SCALE: 1 1/2"=1'-O" A R CTI ITEC TS Design Gro u p Inc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FI_ 32750 PH: 407-7746078 FAX: 407-774-4078 mmabdesigngroup.corn AA #: 0003325 SUBDIV. LOT: TUSCA PLACE SOUTH LOT 2017 PROJECT 02108.005 MODE: )a 1892" GARAGE SWING: LEFT ]'AGE: MONOLITHIC 2—STORY WALL S E CIJ CI'.ON S ARCHITECT: STATE CE FLORIDA 1 3 zolz DATE: 01/11/1 SCS: 1/4"_f SHEET D 4 oF11- U w � � U 4 G U �i tiry SUBDIV. LOT: TUSCA PLACE SOUTH LOT 2017 PROJECT 02108.005 MODE: )a 1892" GARAGE SWING: LEFT ]'AGE: MONOLITHIC 2—STORY WALL S E CIJ CI'.ON S ARCHITECT: STATE CE FLORIDA 1 3 zolz DATE: 01/11/1 SCS: 1/4"_f SHEET D 4 oF11- *NOTE: NAIL SHEATHINC:� TO ALL. 2X AS H=ER E><T. 5HEATHINC:� NA LINC3, 86 .41, O.C. MA>< EDGES 4 (O"a" O.C. MA>, IN THE FIELD PRI=CA5T HEADER(MIN) 2 X 4 (MIN 2 X 3) I-3/lro TAPCON' OR DRIVE PIN (MIN SHANK 5IZE.145 MIN HEAP SIZE .300 MIN Et'IBEDMENT 1 I/4") a' FROM EACH END ANP la' O 1. MAX. MIN 1-1/4' EMBEDMFNT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD 1&!7E.300 111N >=MIUEDMENT 1 1/411) ?,'FROM EACH END AND la' O.C. MAX. MIN 1-1/4' Eh'15FDMENT Z X a (MIN 2 X 3) 2-3/ICS TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE .30o 2X4 SOLID BLOCKING— MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/ a' FROM EACH END AND la' MIN. 2-12d PEP. l3LK. EA. END O.C. MAX. MIN 1-1/4' EMBEDMENT 1/16' OSB SHEATHING — CMU WALL ARCHWAY DETAIL 1 16" AND UNDER SCALE: I/2"=1'-0' D5L. TOP PLATE 2X4 16' P.G. MAX SECURE 2X4 TO WOOD W/2 -12d O.C. STAGGERED SECURE 2X4 W/ 2-%' TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .14D MIN. HEAD SIZE .300 MIN. EME EPMENT I Y4' W/IN 8' FA. END NOT TO EXCEED la' O.C. MAX 2X4 50LID BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER Bl -K. EA. END , EX"I'ERIOR ARCHWAY SCALE= I/2'=1'-0" () b' 0.5.5. OR/,- PLYWOOD SHEATHING C� 015 13LPG. FELT () 24' WIPE 26 GA. GALVANIZED METAL FLA5HING MUST ADD Pl9-10, 3ra' WIPI; AND AND MUST 15E A MM 24' WIDE METAL. FIBERGLASS SHINGLES PRF-FAF3 TRU55 1/2' CLG, E50ARD 4 TEXT. 51MP50N $P4 2X4 DBL. TOP PLATE m EVERY 1/2' DRYWALL OTHER STUD 2X4 WOOD STUDS wlro' O.C., U.N.O. ON TRU55 PLAN 2X4 CONT. STRl=6e> BLOCKING MID -WALL 2X4 1 T. PLATE 51MPSON 5P4 'a 32' O.G. MAX 1/2'X9' A.D. 32' O.C. 7" EM15FDMENT WA a4 q SLAB 2 #5's CONT. 1- STORY INT. BEARING WALL SCALE: 1/2'=1'-0' NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAP ONLY, p0 NOT INSTALL CONNECTORS. D5L. TOP PLATE 2X4 16' O.C. MAX SECURE 2X4 W/ 2-3%6' TAPCON5 OR DRIVE PIN (MIN. SHANK 51ZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Ya' W/IN S' EA. END NOT TO FXCEED la' D.G. MAX 2X4 SOLID I3LOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER 15LK. EA. END EXTERIOR ARCHWAY WITH WINDOW PRECAST HEADER(MIN)i- x 2 X 4 (MIN 2 " 3J 1-3/1h TAPCON OR DRIVE PIN (MIN SHANK 51ZE.14D \ — CONT. 2x4 5PF RAT RUN SECURED W/ (2) 12d'a a EACH MIN HEAD SIZI; .300 TRUSS \ MIN EMt3EDMFNT 1 1/49 2x4 112 5.Y.P. DIAGONAL BRACE W/ (3) a' FROM EACH END AND la' \ 12d% m EACH TRUSS (DIAGONAL O.C. MAX. MIN I -I/4' EMI5EDMENT X -BRACING t0 COVER D-T1@U551=S 2 X, & (MIN 2 X 3) 2-3/16 TAPCON �— R' GYPSUM BOARD OR OR DRIVE PIN (MIN SHANK 61ZF.145 HIGH STRFNGTH CLC:,,. BOARD BOARD, NOTE: MIN HEAD SIZE .300 DIAGONAL BRACE Q CENTER OF TRUSS SPAN OR HIGHEST RIDGE. MIN EMBEDMENT 1 1/4') DIAGONAL BRACT= TO RE m ANY SPAN 15'-0' OR CsRATER REFER TO a' FROM EACH END AND la' TRU65 ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. P.C. MAX. MIN 1-1/4' EMBEDMENT 0'-0" TO 30'-0' (1) X-E5RACE 2 X 8 (MIN 2 3) 2-3/16 TAj`'CON 30'-1" TO 60'-0" (3) X -BRACE (1) X -BRACE -0 CENTER ANP (2) OR DRIVE PIN (MIN SHANK 51ZE.145 BRACE DIVIDED EQUALY FROM CENTER TO END MIN HEAD SIZE .300 7/16' 055 SHEATHING MIN FMf3FDMENT 1 1/14") 2X4 16' P.G. MAX. a' FROM EACH END AND la' (WHEN OVER 16' IN HEIGHT) O.C. MAX. MIN 1-1/4' EMDEDMENT 2X4 601 -ID BLOCKING t, SECURE TO 5HFATHING W/ MIN. 2-12d PER SLK. EA. END ARCHWAY DETAIL 16" AND UP SCALE= W'4-0" (-F---)CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRUSS DOUBLE TOP PLATE 2x CONTINOUS 3TRI=55 5LOCKING MID WALL 2x 6TUP,5 Q 16' O.C. MAX J" T 4 G SU15FLOOR GLUED AND NAILED A5 PER NAILING SCHEDULE 6T FLOOR STUDS TO 2ND FLOOR STUDS 6IMP60N NSTA-36 v 32' O.G. MAX FRF -FN( --i FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOU5 STRESS BLOCKING MID WALL 2x 5TUD5 a 16' O.G. M1AX 1/2' GYP. WL. ESD. S3ECURE I3T. PLATE TO 5LA8 W/ �"x9' ANCHOR 5OLT W/ 2' WASHER SET IN all 1P50N HIGH STRFNr5TH EPDXY 7' EM5ED. MIN. 511-1P50N SP4 w 32' O.C. MAX INT. 2 -STORY L.B.W. ' SCALE: I/2'=1'-0' DBL. TOP PLATE SECURE 2 X RIP TO FIT W/2-12dS 6'-S' O.C. MAX. I/a' TEXTURED FINISH 7/16' 055 SHEATHING 2 X 4 16' O.C. MAX. (WHEN OVER 1(o" IN HIEGHT.) 2 X 4 (WHEN OVER fro' IN HIECaHT.) r- 1/4" TEMPERED MA50NITE GLUE 4 NAIL W/ad'5 8'-12' O.C. IF NEEDED. 2 X 50LIP t31-K'Ca �m ARCH SECURE W/2-126 EACH END ATTACHMENT PER MANUFACTURER'5 SPECS. MTL WDW FRAME 'NOTE: NO GAP '@ WPW FRAME TO EXCEEP 1/4' ARCHWAY DETAIL A CUTAWAY SCALE: 1/2'-]'-0* 2 X 4 (MIN 2 X 3) I-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') a' FROM EACH END AND 18' EXI5TING 131-K A5v. O.G. MAX. MIN 1-1/4' )=MBEDMENT 1/4" TEXTURED FINISH 2 X Co (MIN 2 X 3) 2-3/1/o TAPCON �/8' TFXTUREP FINISH OR DRIVE PIN (MIN SHANK 5[ZE.145 MIN HEAP 51ZE :300 i/16' PSB SHEATHING MIN EMBEDMI=NT 1 1/4') 8' FROM EACH END AND la' 2 X 4 16' O.G. MAX. O.C. MAX. MIN 1-1/4' EMBEDMENT (WHEN OVER 16" IN HEIGHT) � 16 2 X 4 (WHEN OVER ' 2 X 8 (MIN 2 X 3) 2-3/fro TAPCON 16 IN HEIGHT.) OR DRIVE PIN (MIN SHANK 5121=.145 MIN HEAD 51ZE .300 2 X SOLID BLK'G -w ARCH MIN EM5EPMENT 1 1/4') SECURE W/2 -12d EACH END 8" FROM EACH END AND 18' ATTACHMENT PER O.C. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPECS. — MTL WDW FRAME 1/4' T1=MPERED MA50NITE *NOTE: NO GAF' m WDW FRAME GLUE 4 NAIL W/5d'5 a'-12' P.C. TO EXCEED 1/4' IF NEI=DED. ARCHWAY DETAIL CUTAWAY - \B 5CALE: 1/2'=I'-0' ASPHALT 5HINGLI75 OvER # IFS FELT ON l/Ih' 0.5.5. PRE -!_NG TRUSSES OR PRE -ENG GABLE TRU55 caNV. FRAMED RAI=TERS 5PF 5TIFF15ACK (SEE SFALD ENG. PACK FOR 51ZE 4 CONNECTION) �ETWF / FIRST SEAM O 15AY5 4'-0' C.C. A T5HEATHNG ' 0.5.8. SHEATHING OR x CDX PLYWOOD SECURED PER NAILING SCHEDULE \ — CONT. 2x4 5PF RAT RUN SECURED W/ (2) 12d'a a EACH 2x4 BLOCKING UNDER TRUSS \ WALL STUDS SGURE 2x4 112 5.Y.P. DIAGONAL BRACE W/ (3) )DFTWEFN TRU55 BAYS W/ \ 12d% m EACH TRUSS (DIAGONAL (3)12d'5 EACH END X -BRACING t0 COVER D-T1@U551=S 2x DOUBLE TOP PLATE �— R' GYPSUM BOARD OR STUDS IG" O.G. HIGH STRFNGTH CLC:,,. BOARD BOARD, NOTE: a EVER STUD DIAGONAL BRACE Q CENTER OF TRUSS SPAN OR HIGHEST RIDGE. 2X4 BT. PLATE DIAGONAL BRACT= TO RE m ANY SPAN 15'-0' OR CsRATER REFER TO TRU65 ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0" TO 30'-0' (1) X-E5RACE 30'-1" TO 60'-0" (3) X -BRACE (1) X -BRACE -0 CENTER ANP (2) DORMER BRACE DIVIDED EQUALY FROM CENTER TO END ATTACHMENT SCALE: I/2'=I'-0' 2\ GABLE X -BRACING 5CALE:-0" Zx RIDGE ONE 51ZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ NTN. (3) 12d NAILS OR MIN. (4) loci GUN NAILS 2x RAFTERS 11,8 NAILER SFCURF TO TRUSSES BELOW W/ (2))2d NAILS OR (3) 10d GUN NAILS -, EA. TRUSS RAFTER TO TRUSS MTS -12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OvER PRE -ENG TRUSSES PRE -ENG. TRU55 ALTERNATE CONNECTION 1-15TA-24 RAFTER TO bLK'G BETWEEN TiRU55E5 FI5ERGLA55 SHINGLES OVER 15 FELT ON 1/16' 0.5.3. 0'-0' TO 30'-0' (U 'X' BRACE 30'4 TO &0'-0' (3) 'X' 5RACE (I 'X' BRACE 1p CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) (2) 2X4 *2 5YP DIAGONAIL 1=BRACE W/ 3-12d m EA TRU55 ( DIAGONAIL BRACE TO COVER 5-TRU55ES 2X4 BLOCKING FIRST 2 5AY5 AT SHEATHING 6EAL-15 (2) 10d NAILS EA END TO TRU55 5PF STIFFDACK (5FF 5FALP ENG. PACK FOR / SIZE 4 CONNECTION) 7/16' 0515 5HEAATHING USE Sd NAILS AT 4' o.c. EDGE 4 6' p.c. FIELD 2X4 W/ 3/5' X 5 LAG a'32' O.G. OR SIMPSON 1-15TA-24 tp 32' ac - SHEATHING NAILINCa TO BE 6'-5' O.C. IN FIELD 4' O.C.,wALL EDGE5 W/Sd NAILS SCALE: 1/2'= V-0' IhII�L1 n I ANDINC4 " 1175 UPLIFT 5IMP5OM HT51-120 W/I0 10d TO TRU55 AND (4) 1/4' x 2 1/4' TAP CONS TO CONT POURED LINTEL 'R IZOO UPLIFT (2) $11-IFSOtl HT5M20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/14' TAPCON5 TO CONT -POURED LINTEL PRI; -ENG TRUSS COMMON I A CONTINUOUS TRUSS 24" o.c. 130NP FsEAM 1/2' GLC. BOARD NAIL CONT. RAT RUN TO TRU$5 W/ (2) 12d g EA. TRU55 2X4 SYP RAT ADJACENT TO DIAGONAL F5RACE. TAP CONS PPL TOP PLATE MIN. 2' COVER 2X4 ''STUD 16' O.C. MAX. APART i L� 1 3/4" FLYWOOD WITH LANDING' DETAIL 4 12—D COMMONS NAILED THRU 3/411 FIN15H Q LANDING-,: �'�-1lUOOD INTO 3/4" PLYWOOD F.F. EAGI-1 STRINC�E�' % 3-2x12 STP STRINGER ' DBL REINFORCED W/2X4 5F'F OLOOR' JOIST U.1/CONT. BEAD OF 5UB-FLOOR ADHE51 VE --�- FL -400 OR 5IMILAR � s s - EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3)#0 3" SCREWS EA STRINGER, UNTHREADED SHANK TO EXTEND 5EYOND THICKNESS OF 5U5—Fl__.00R 5HE,ATHINC NOTE: STAIRS RISERS TO CONFORM TO FSG 2 001 2R+1T=24"-25" " M.X. VARIATION IN RIS)=R5/TREADS AIUJACENT TO EACH OTHFzR 3/0" MAX. VARIATION IN ANY RISIR/TREAD HANDRAIL GIRCULAIR CROSS SECTION DIA, TO BE 13/4" +--1/4" OR FROVIDE EQUIVALENT C;RASPABILITY WINDERS- MIN. (o" WIDE � NARROW END MIN. 11" WIDTH ) 12" FROM NARROW END 34" MIN. HANDRAIL Hr-:iT. TRUSS ANCHOR RETROFIT N.T.5. 12" - 3(" MIN. FINI5H WINDER DETAIL 2X12 TREAD CUT TO FIT �-IXe R15ER 10' 11 (3) lOd GUT NAIL5 2 X 4 F.T. SLEEPER INTO 5LAIE� LE55 THAN 4" TYF , BETWEEN 5F'INpLE5 �HAN[ 1/2" DRYW 1X10 I 1 " NO51NCi m STAID SECTION DErI'AILS SCALE: 3/4" A R C H I T E C T S .I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 E--,� G� W Q t, CA -A F- q 7 U l Qi � ^1 SiUBDI`% 3L.OT: TUS C A. PLACE S O UTH I' 2, LU017 PROJECT# U-108.005 MODEL.- )) 1892 ODE"1892 GARAGE SWING: LEFT PAGE: MISC. D ]E TAILS ARCHITECT= STATE OF FLORIDA JAI 113 2012 JAI�tE6 , CANTWELL /A NO 12079 ►AVB: 01/11/12 SC : 1/4"=1'- O,p SHEET