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Home My WebLink About2604 Vineyard Cir (a)1 91 9 0 D 1), 1-1 2��) 2 IIS ISI iV SII FOR: 9 9 www. arnor-ton,, com CBC1252212 5850 T. 4a. L.EE BI VID. SUITE 600 Teel: (407) 850-5200 Fax: (407) 850-5300 ® STATE OF FLORIDA DESIGN CRITERIA: LAVATORY CERTIFIED BUILDING CON'T'RACTOR: LUM. LUMINOUS ADJUSTABLE M.C. *FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. MFR, W/2009 SUPPLEMENT air. MIN. 1 11u l%" BOARD M.T. * 2007 FLORIDA FIRE PREVENTION CODE ALT. D.R. HORr_T'ON HOMES s NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION BDA' 5850 T.G. LEE BLVD. SUI`T'E 600'ALL LOCAL AND STATE CODES L N.T.S. NOT TO SCALE B. ORLANDO, FL 32822 ON CENTER CLR: PL PROPERTY LINE CARPET TEL: (407) E350-5200 PUSHBUTTON CTTG. PH. PHONE DRYER FAX: (407) 850-5300 •OCCUPANCY - RESIDENTIAL, GROUP R3 C. T. D. PLYWD. CONSTRUCTION TYPE — VB DBL. PR. e MIN. INTERIOR FINISH - CLASS B . DIA. P,T, * BASIC WIND SPEED - 1-20 MPH (M/S) DIM. R. -1 -STORY RESIDENCE - DP. RAD. STATE OF FLORIDA • 2—STORY RESIDENCE — MAX. HEIGHT AS PER D S. PROFESSIONAL ARCHITECT:SPECIFIC LOCAL AND STATE CODES DTL. PARAMETERS .FROM FBC 200`r CH. 3 DOWNSPOUT A JAMES CANTWELL USED FOR DESIGN INCLUDE: ELEV. AR N O 12079 o CONCRETE MASONRY RESIDENTIAL ESI H. ' *CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. SMOKE DETECTOR • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G,Fx. A.P. DESIGN GROUP, INC.SQ.F"l'. EQUAL CALC. S 1441 NORTH RONALD REAGAN BLVD. E�IAUST FLUOR. SHEATHING LONGWOOD, FLORIDA 32750 LIVING (►5T_) 1041 5Q, FT, FTG. Tel: (40"7) 774_--0078 LIVING (2Nr.) rLIEV. "A" 11-12 5a. FT. GA Fax: (407) `774-4078 LIMING (2ND.) LLLV. "i3,G,PE" 1152 5Q, FT. GAR, DISP. G.F.I. TOTAL LIVING 3=LEV. "A" 2219 5a" FT. SL. GL GL' GYP. BD. FLOOR TOTAL LIVING, ELEV. "S,G,U4E" 21 9 5a, FT. B. HH..C. FLAN REVIEW Sws FOR 5Q. FT. HOT. OR HT HOT. SECTION DATE CHECKED BY: GARAGI= 405 5Q. FT. INSUL. INT. THIS. THICK TOTAL ELEV. "A" 2&aO 5a. PT. TOTAL ELEV. "5,C,D4E" 20o(-0 5a. FT, FAT 10 35 SQ. FT. OPT. COV. PATIO 168 5Q. FT. T.O.G. TOP OF CURB GROUND -FAULT CIRCUIT T.O.Y. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB AB13REVIATIONS ABOVE LAV. LAVATORY AIR CONDITIONING LUM. LUMINOUS ADJUSTABLE M.C. MEDICINE CABINET ALTERNATE MFR, MANUFACTURER AMPERAGE MIN. 1 11u l%" BOARD M.T. METAL THRESHOLD CENTER LINE MTD. MOUNTED CABINET MTL, METAL CFILING N.T.S. NOT TO SCALE CLEAR. O.C. ON CENTER CONCRETE PL PROPERTY LINE CARPET P.B. PUSHBUTTON CERAMIC `PILE PH. PHONE DRYER PLT. PLATE DOUBLE PLYWD. PLYWOOD DUAL GLAZED PR. PAIR DIAMETER P,T, PRESSURE TREATED DIML+IV 5101\1 R. RISER DISPOSAL RAD. RADIUS DEEP R.A.G. RETURN AIR GRILL DOOR REN. REFRIGERATOR DOWNSPOUT RM. ROOM DETAIL R.O. ROUGH OPENING DISHWASHER S.C. SOLID CORE EXT DR EACH S.D. SMOKE DETECTOR ELEVATION S.H. MgGLE HUNG EQUAL SHT. SHEET E�IAUST SHTHG. SHEATHING EXTERIOR SHWR. SHOWER FIXED GLASS SIM. SRvM,AR FUEL GAS SL. SLIDING FINISH SL. GL SLIDING GLASS FLOOR STD. STANDARD FLUORESCENT Sws SAAR WALL FRENCH DOOR SECTION FOOTING TEMP, TEMPERED GLASS GAUGE THIS. THICK GARBAGE DISPOSAL T.O.G. TOP OF CURB GROUND -FAULT CIRCUIT T.O.Y. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GLASS TYP. TYPICAL GYPSUM BOARD U.N.O. `UNLESS NOTED HOSE BIB OTHERWISE HOLLOW CORE V.P. VAPOR PROOF HEADER W. WASHER HEIGHT W/ WITH INSULATION WD. WOOD INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON REMI_ONS REV. DATE DESCRIP`T'ION 1 10/06/10 CONTROL I)ATF 10/26/10 CONSTRUCTION DOCS COMPLETED 3 12/21/10 E3iF_) 5FT5 R1✓-155U�D 4 03/29/11 2011 FRAMHWALK RFmVISIONS cOMPLET 05/09/11 CONTROL DATE 05/12/11 STANDARDIZED SOUTHERN ENGINEERING Z1 05/25/11 41)D NEW ME 1 1ANIGAL LAYOUT a 06/01/11 ADD NEW NEW TRU55 ENG. FROM ACCU5PAN. Q 0�,/16/I1 5AW GR,455 PAY ELEVATIONS "D" 4 "E" 0-1/12/11 ADD NEW NEW TRUS5 FNG-c. FROM ACCU5FAN. "A 15 4c II 01/13/11 ADD NEW NEW TRU55 ENG. FROM FROF3U ILD "A p, �C 08/11/11 PROBUILD TRU55 ENG. 1=0R ELEY. "p" " 12 /15 /11 REMOVED ANIS UPDATED .4X F'05T5 ON SNT, 2 01/04/11 STANDARDIZED + YAC LAYOUT 15 01/20/12 APDL IED WALL A55EMDLY DETAILS TO PLAN TNDEX oF DRAWINGS SHEEN' # DESCRIPTION PG C1—COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG IA—DOWEL PLAN PG 1B—LINTEL SCHEDULE—(CAST—CRE'T'E) PG IBA—LINTEL SCHEDULE—(WEKIWA) PG IC—WIND LOAD CALCULATIONS PG 2 —FIRST FLOOR PLAN PG 3 —SECOND FLOOR PLAT`! PG 4B—FRONT & REAR ELEVATION "B" PG 5B—LEFT & RIGHT ELEVATION "B" PG 5B.1—WALL ASSEMBLY DETAILS "B" PG 3BC—F'IRS'T' FLOOR FRAMING PLAN ELEVA'T'ION "B" PG 7BC—SECOND FLOOR FRAMING PLAN ELEVA'T'ION "B" PG 8—ELEC'T'RICAL PLAN .PG 9—ELEC'T'RICAL PLAN PG 10—FIRST & SECOND FLOOR MECHANICAL PLANS PG 11—CABINET LAYOUT PG D1—FOUNDATION DETAILS PG D2—MISC. DETAILS PG D3-1—S'T'ORY WALL SECTIONS PG D4—MISC. DETAILS PG D5—MISC. DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS rwt 4 A �(i P �O� 5VO, " 1 � . Th ftF' D ED G l {-ac J1 ��P ISM f?hpl�tiC`E�c�U�c?'. ',�S1 uI�UArICSY��l�Uc UOi'TSO�Ff'E�A:ti1f-p1�E c�\Y.IFIG�"NCE:1P`ps�VoN0ftl11Cc,7 t�.1'Y vC'0 5 `y01 f.s `51G!_t1oFt15-pp�GT`Al�Etw�1•r I�.AS` 0. R1Afe 1 Iia' ah1�FtUPa1 'fhlC:c OI`I -fhl TH��pp-^C Ci f OF �ftr•d�'1101"1`' ov A R C H I T E C T S I N. RONALD RF_AGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 xvww.abdesigngroup.com AA #: 0003325 J SUIBDIV. 1.0 TU5CA PLACE NORTH LOT #22 PI OJECT# 1664.054 MODEL: "2200" GAHAUE SWING: LEFT PAGE: COVER PAGE ARCHITECT - STATE OF FLORIDA 0 ? U12 CANTWELL NO 12079 SATE: 03/06/12 8CAIL : 1/4"-1,-0" �IEE'I• C', � JL ®�2 11--1 Ll � a z p q iu F- z CS) ffl0 rq i1) d) 0 Q SUIBDIV. 1.0 TU5CA PLACE NORTH LOT #22 PI OJECT# 1664.054 MODEL: "2200" GAHAUE SWING: LEFT PAGE: COVER PAGE ARCHITECT - STATE OF FLORIDA 0 ? U12 CANTWELL NO 12079 SATE: 03/06/12 8CAIL : 1/4"-1,-0" �IEE'I• C', � JL ®�2 GENERAL NOTES ROOF DEAD LOAD PSF 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 L GADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 ii. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE_ LOADS ** "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD PSF I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. 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 SHALT_ BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 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 BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR "HALL 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 ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION 8309.1: 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 FBC 2007 SECTION R309.2 -.THE GARAGESHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y2 -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 G`rPSUM 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 WORD 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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 BEA 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 IS 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/i". 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 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M ORS IN ACCORDANCE WITH ASTM 0270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/ 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`X6`- 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 T B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA- THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE STRESS RATED LUMBER, UNO. Fb = 1,500 PSI Fv = 175 PSI E = 1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED T0; 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 ON PLANS, 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 5 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FORAPPROVAL 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 `SI MPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH "%" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CGDE. 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 W IRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, %" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 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. FBCR 311.2. A R C H IT E C TS .441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abclesigngroup.com AA #: 0003325 F w � z a :3 C) p JU Q Q F Q z a a (j ILI Z Z L fn 0 z a Q � S LTIBI)TV. I.O'T': TUSCA PLACE NORTH LOT #22 PROJEC` # 1664.054 "2200>> CwARACxE WXNCx: LEFT PAGE: GENERAL, NOTES ARCHITECT: STATE OF FLORIDA CANTWELL N0 12-079 IDA,' t: 03/00/12 S0, :1/4"==l'_0" SIHE ET Gr N0 Q iF2 � I 24"X24"X12" CONC. PAIS W/3-#5 5AR5 F,W. ("ON CHAIR) MIN. 3" COVER 14'-0' _a 4 41 T D1 (.. AP p Rl� �1_ tla 4 -3 1/2" D1 ■ ■ ■ ■ EXTEND ' SLAB 1 1/2" J - (,-UV,E- 1�ED PATH) -v- 341—V 14'-10" 1'-0" IL 4 D1 -3 I/2 Url� I 4 4 F _1_ CONC. SLAP 13 13 5LAP 1 1/2 ° 10 13 D1 �'1 Ul D1 I D1 Z'v cONC., REINF. W/ 6"x6' 010 WWMI U I OR FI5r=RMF5H ON 6 -MIL POLY u~ 1 ■ ETHYLENE VAPOR BARRIER ON } I WELL -COMPACTED CLEAN FILL 0 _0 ELEV. T=RMITE TREATMENT SHALL I�BiH aj �4 I FIN. CONC. SLAP � E50Rq-CARE -a ca 7 cv CA i 0 � 3(0 "x36 "x16 T " ■ CONC. FTGi. W/4 #5 +QI REPAR EA. WAY I— —I ON CHAIR& MIN. 3" COYER 13 O W D1 u ■ F1 I ISLAND ■ II=uc CHA5E II TO 15LAND _1 41-011 RANGE II =� COPT. — — �— I .~ I D I I I I i!l ■ �' Q 24"x24'x12" CONC. �- -' FTC4. W/3 415 P1 I u ■ 13'_0 `` REPAR EA. WAY -411 ON CHAIRS MIN. 3" COVER iu l c 11 LAV. L -� Am, --T-2' ■ 30'x30'x12" 3G "x36'"x16" CONIC. 1=TGr. W/3 CONC, 1=TG;. W/4 #5 REPAR EA. WAY RFPAR EA. WAY ON CHAIRS MIN. ON CHAIRS MIN. 3" COVER 3" COVER ■ ■ LL ,21-011 -0�-1 1/2" o -- 12 - 5 r�� ■ 7- ■ } W U -J Z Lu ■ ii HE3 U �u CA cv Q u� j—,—LLE4 �1 4'-3" �i --- �— — -11 ■-■— ■ ■ ■� ■� Ul L ■ -3 1/2" aJ 411 13 coNC. 4 DI � w � I i 5LA1 DI o ■ ■ ��Nll ■ z � 24"x24'xl2" CONC. FTC -s. W/3 #5 � U REPAR EA. QUAY Q J ON CHAIRS MIN. -- CV 3" COVFR ■ ® (2 T'P.) [21-011 141-01 34'-011 FOUNDATION PLAN NoTr�: A/C LINES FfROM AIS I-IANIDLEfR UNIT TO CONLDENSO TO 5�H F�,,,4N IN ATTIC. A R C H I T E C T S 4 Design rou p inc. 141 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774075 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 � UB77IiT> I�'I'; TUSCA PLACE NORTH LOT #2? PRO JEGTIr 1664,054 O54 ODES: "2200" > QAnAGE SWING: LEFT PAGE: FOUNDATION PLAN ARCHITECT: STATE OF FLORIDA bI, AIN AR 1 C 12079 ;RINT DATE: 03/06/12 SCALE; 1/4a"^l,-0" ;SHEET 0 �i II f- w � Q o Q Z z � U -- CV � UB77IiT> I�'I'; TUSCA PLACE NORTH LOT #2? PRO JEGTIr 1664,054 O54 ODES: "2200" > QAnAGE SWING: LEFT PAGE: FOUNDATION PLAN ARCHITECT: STATE OF FLORIDA bI, AIN AR 1 C 12079 ;RINT DATE: 03/06/12 SCALE; 1/4a"^l,-0" ;SHEET 0 CIO rtl UI C rj 0 � � F=� � H Q U Q SLI � Ll Z (Y- w r ^, a a m a cv _ i t(l cv Sl orl1 All I DOWEL PLAN ,� ('tiGr;Rl?D PATIO A R C H ITE CT s '000�: L G Design I p Inc. L1441111N. ALD REAGAN BLVD.OD, FL 327507-774-6078 7-774-4075 signgroup.com: 0003325 E rtl UI C rj 0 � � F=� � H Q U Q SLI � Ll Z (Y- w ^, a a SUEDIV 8c TOT: TUCA PLACE NORTH LOT #22 PROJECT# 16621-.054 MODEL.- )) 2200 ODEL:))2200 GARAGE SWIM;: LEFT' DOWEL PLAN ARCHITECT NATE OF FLORIDA MAR 2012 �JAME CANTWEL L A C 1a7� 5INT TE: 0 3 /0 6 /12 SHEET I A or 9 R C H r T E c Ts N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6073 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r� rr4�y �1 AR �0 111 DATE: 03/06/12 SCAT- :1/4?)=1'-0 � w µ zJ ~ (s) t� ria V 1L1 C 0 Q LIA Q U � Q G z q U L1 7 Uj -- CV � r yryy�� 1 y I .8 : TUSC;A PLACE NORTH LOT #22 1664.054 M0DET=;.: "2200" LEFT PAGE: LINTEL SCHEDULE ( CAST- CRETE) ARCHITECT= STATE OF FLORIDA 7 2012 JAMES ' NTWEL L AR �0 2079 DATE: 03/06/12 SCAT- :1/4?)=1'-0 SHEET t� 0lr (1 A R C H I E C T �i 441 N. KUNALD KFAGAN NLVL. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.zibdesigngroup.com AA #: 0003325 F mom V 111 W � W � Q Q Ci z z 0 z q U 4S> 111 c^v 1 c s OEM qb Z" S Ui;1DIV. InT: TUS C A PLACE NORTH LOT #22 1664.054 "2200>> 0A -RAGE SWING: LETT PAGE: LINTEL SCHEDULE (WENIWA) ARCHITECT= STATE OF FLORIDA 1 2012 JAM CANTWELL AFt NO 12079 PRINT DATE: 03/06/12 1 SCALA: 114"=V-0" 1 c?) 0 1 4 cl�) 3050 -SH 3050-5H EGRESS EGRE58 -- I -------------- CALL SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 12+0 MPH WIND REMARKS # l I 3050-5H ECaRESS 3050 5H 3050 -SH I EG�E55 EGRESS �� 1� I 24.0/ -26.2 2 --------------------------------------------------- 14-$H 4 25.x/ -28.1 T&' ---o x -o FIRS T FLO 0 SEC-AOND FLOOR W t N D LU'-'-' A D C A U L A T 10 Nl'S' COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND G419S CALL SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 12+0 MPH WIND REMARKS # W/ 1 31308 12 " !31- L2 4 24.0/ -26.2 2 8 14-$H 4 25.x/ -28.1 T&' ---o x -o 3 112 GARAGE DOOR 4 11 2�-5H 4 25.1/ -21.3 5 17 2�-8N 4 25.1/ -2-13 48 >< 8'-0' 4 233/-25.5 -1 17 25-5H 5 25.1/ -33.1 8 1-1 2r;? -5H C 9 I -i 25-5H 4 25.1/ -2-1.3 10 I 3050-5H 5 25.1/ -33.1 <1 11 11 3oelo-5H EGRESS 5 25.1/ -33.1 EI -.EV. "All 11A 17 3050-SHELEV. 4 25.1/ -213 '5" EGRESS 12 I� 3050 -SH F(f,RESS 5 25.1/ -33.1 ELEV. "A" 12A 17 3050-5HELEV. 4 25.1/ -2-1.3 IR" EGRESS 13 11 3050 -SH 5 25,1/ -33.1 Lu EGREvS 14 11 3050-5H EGRESS 5 25.1/ -33.1 15 11 3050 -SH 5 25.1/ -33.1 EGRE55 h Z l� I� 3050-5H 4 25.1/ -2-1.3 U c0 Ul EGRESS 17 11 3050-5H 4 25.1/ -2-1.3 WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, K-ORIDA 5UILDING CODE, 2007 ALLOWS THE PRESSURES TO 5E AVERAGED WHEN THE OPENING 15 PARTIALLY LOCATED IN MOTH ZONE 4 AND TONE 5 WIND PRE58URE5 ,ARE BASED ON WIND SPEED=120MP--I (3 SECOND GUST) IMPORTANCE FACTOR =1.0 F=X 05URE CATEr OF = E3 MEAN ROOF HEIGHT ; L.I=55 THAN 30 PT. FOR AN ENCLOS3=p 5U ILIA INC irAar:.0 ---_----------------------------_-----__ _____---------- BEDROOM-#3 BEDROOM 44 PET.QZIT1'.AG.E Oi;'AUAWITHIN `SONE 4: 11,33 16 - 0.71 1i ry c A GEE. OF AREA W11'111N .,ONE- 5: 3050-5k 3050-5H 3050-5H 3050 -SH I 5 = 4,661 t1. x EGRE55 FGREa5 EC RE55 AVEi=�ACiE PQ aliIV EPRE�a.�.�tsiRE O1'd GARAGE DOOR: 02A1311 1�J I 1) = 21.8 (0.9) + 21.E (Q.10) 03 I F19-,(52+2.18 21.8 pa f I I I AVE-FU6,GE NEGATIVE PREc33TJRE Ott GAR- GE DOC) R: -24,0 (0,71) + - 26,55(0.29`} i mm -1TO5 + (-7.7) -24,75 psf "D & LEVATIuN JL) E AVER -AGE GARAGE DOOR PRE�'�'211JRE: p=21.v/-2438 A R C H IT L C TS .441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 w � �a Q C ua <1 r,i til L Lu ( rA h Z . U c0 Ul cn 0 Q Q) 00 BTJIBDIV. & LoT: YUSCA PLACE NORTH LOT #22 ]'IROJECTIF /� 604.054 MODEL: "2200>> GAGE SWING: LEFT ]PAGE: WIND LO AD C ALC; ULATIO NS ARCHITECT= STATE OF FLORIDA PEAR fi, 7 2012 .JAM PIRINT DA'L'E: 03/06/12 1 SCALE: 1/4"_1,_0" 1 SHEET JL ` 0 F2- 104 2- FIRST FLOOR PLAN NOTE: - DENS ARMOUR AT 5ATHROOM5. - PREFAB 5HOWER5/TUB5 TO BE 5ET IN TYPE 2 FOAM. EXTERIOR MASONRY WALL k3RG. NE I�NT5 IIIIIIIIIIIIIIIIIIIN V, el 0000+000 LOAF F�Rr_i. WALL SQ. F'I'. CALC.'S LIVING (1ST.) a" 3'-4.. 10'-0" 20'-0" 14'-0" 34'-0" FIRST FLOOR PLAN NOTE: - DENS ARMOUR AT 5ATHROOM5. - PREFAB 5HOWER5/TUB5 TO BE 5ET IN TYPE 2 FOAM. EXTERIOR MASONRY WALL k3RG. NE I�NT5 IIIIIIIIIIIIIIIIIIIN V, el 0000+000 LOAF F�Rr_i. WALL SQ. F'I'. CALC.'S LIVING (1ST.) 104-1 50. FT. LIVING, (2NP.) ELEV. 'A' 1112 so. FT. LIVING (2Np.) ELEV. "B 4 C" 1152 $0, FT. TOTAL LIVING ELEV. "A" 2219 50. FT. TOTAL LIVING ELEV. "S 4 C" 2199 50. FT. PORCH 56 5G2. FT. C-TARAC-TE 405 SCS. FT. TOTAL ELEV. "A" 26aO 50. FT. TOTAL ELEV. "B 4 C' 2660 50. FT, PATIO 35 50. FT. OPT. COV. PATIO 16a 50. FT. 141-011 lox& PQSt COVERED PATIO 141-0'X]2'-0" a' -a" CLC-. u q'! - C 0 P AT I 6'-10" 4' -oil I 2'-g" 3'-0" 2X6 — NPR WALL rx/ POST _ – I \ KITCHEN p� 5'-8" CLG , ti (TILE) A S S�GLC ISLAND (TILE) 4' -0'x2' -G" 12'-5" Cf) COPT � PAN. -_ — — — RAF_ CAB. cv Q _Q L_ — — J �> tJUN. — — — — F05T 0PTllON\ KYf G 9-1/2'- 2 EL1=C. OUTLET PER ELEC. CODE DppSL.rip �LPATE! m cr1 N B 1k DETAIL d R C H IT E C TS x1'11\. IIVI\TILL! I\L.Tl .1 /-II■ LILY LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 mmmmmmmmw TUCA PLACE NORTH N LOT #22 PRO JBC'I'# 1664.054 "2200" 0ARAG1R! S WINS; LETT PAQE; FIRST FLOOD PLAN mmoolo ARCHITECT= TATE OF FLORIDA 04 2012 NO PRINT DATE.- 03/06/12 SHEET 2 2 9 ttl � U � w U Q � W 41 U ! q q z GK w C (X CV 0 TUCA PLACE NORTH N LOT #22 PRO JBC'I'# 1664.054 "2200" 0ARAG1R! S WINS; LETT PAQE; FIRST FLOOD PLAN mmoolo ARCHITECT= TATE OF FLORIDA 04 2012 NO PRINT DATE.- 03/06/12 SHEET 2 2 9 STAIR DATA 16 RISERS � -1.51 I 15 TREADS _v 541-o" I I l� -------- / E L E VAf 10 1 1 JD f II OZI �- -------------- --------------- ------- ---- 14 BEDROOM #3 BEDROOM OPEN -#4 a' -O' CLG To _ (CARPI=T) ( CARPI=T) BELOW I' U -I ECRE55 Q 2X8 EGRESS 2X8 I� 3050-6H 3050-5H 3050 -SN 3050 -SIS I EGRESS EC -CRESS EGRE55 lu 111110, II' -10' I0'-4" �} STAIR DATA 16 RISERS � -1.51 I 15 TREADS _v 541-o" I I l� -------- / E L E VAf 10 1 1 JD f II OZI �- i — 1 Q -D oECOND FLOOR PLAN NOTE: - DENS ARMOUR AT BATHROOMS. - FREFA5 3HOWERS/TUE35 TO 8E 5ET IN TYPE 2 FOAM. A R C H I T E C T S �; lb,IV, r Fli 9 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1 � 3050 -SH _ 3050-5H U -I ECRE55 Q EGRESS W :13 lu 0 o 0 o 0 0 q)Lu w TUIa LAv. LAv. 42:60 0. BATH r (K a' -o" cLc -T LE 4'-0" SII Uw BEDROOM # �� 6 ► cv //77�� 4'-01 '-oll CLG V r� 3'-0112'-10" _ c, (cARI� Ta OWNER'S SUITE 40,'X34" Q SHouJER b' -O' CLC -i, ICARF'i=T> BATH #2 '51-011 w 42" -NIGH UJC i- �? WALL 40G a- 2'-4" OFT. OPT. 1R -IS I �� m lu -S ® 2ro�o8 gam- —" GAG. TILE 2665 0 o 5-0 5F BF. -a11 RAG6'_2� 9'-2" Q = CIO , r22- -1 ro ' I - r W. I. Q. I sp -I LAV. ATTIC ' I II �� g'-0" CLC -F. t- 7 o a' -I0" LAC 55-d 3'-4" (CARPET) it �b IR-1SN 1R-1SH _ 1R -ISH 20a nl cel F cel c ' �Xy ct7 408 i✓31=. 40(o8 BF. pN C�1 Q I 2'-4" 3'-h" 3'-S" �'-10° (ol-411 4'_4�� 42" HIGH i 1/2 BEDROOM #3 BEDROOM #4 W/ x�o cp 8'-0" CLG. 8'-0" CLG. b WD CAPttl; Q (CARPET) (CARPET) _' 0- � _ --- -------------- --------------- ------ ---- --- -- OPEN 3050 -SH TO I=CRESS BELOW 2718 2X8 3050 -SH 3050-5H 3050-5H EG ESS EG ESS 10'-4" 12'-2' STAIR DATA 4'-P�" 10'-6' �'-1" 9'-4 1/2" 4'-01 I& R15ERS 34 -o, 15 TREADS ,&) 9.5 i — 1 Q -D oECOND FLOOR PLAN NOTE: - DENS ARMOUR AT BATHROOMS. - FREFA5 3HOWERS/TUE35 TO 8E 5ET IN TYPE 2 FOAM. A R C H I T E C T S �; lb,IV, r Fli 9 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1 � _ U -I Q W :13 lu q)Lu w r (K Uw m �� 6 ► cv � 0 c Q MBDIEV. & i_OT: TUSCA PLACE NO TRTH LOT #22 PROJECT IF 1604.054 MODE: "2200" GA.nA.GE S WINC;: LEFT PAGE: SECOND FLOOR FLAK ARCHITECT- STATE OF FLORIDA MARA 7 2012 LL PRINT DATE.- 03/06/12 1 SCALE: 1/4"-1,_0" 1 SliEET �� (((g 01-011 2ND 1= 5RG, 1-ICaT. 10'-0" 2ND F.F. 8'-8" FIAC-;. HQT. &'-0" BRG . NC -FT. RAISED C ; SND TYF. c� 0'-0' FIN. F[ -R. 18'-0' 2ND FL. BRCS, HGT. 10"-0' 2ND F.F. 8'—a" BRCq. HGT. k_ _ 0'-0" FIN. FLR. FEE 'Ills FRONT ELEVATION B 99. TEXTURED FIN151-1 OFF RIDGE VENT REAR E TEXTURED FINISH LEVATION /1 u j,25'-rc�" k3LPC. HC-iT. IV LAF 51DINra - Vx4° TRIM E50ARP 18'-0" 2NID FL. PRG. NGT. 18"X(o0' DECORATIVE AFFLIEID SHUTTERS ,L101-011 2ND F.F. NCi T. —RAISED LAND TYF . 12"X48' DECORATIVE AFFLIED SNUTTER5 O cil L0'-0` FIN. FI -R. 18'-0" 2NID F IV BRCS. HC -3T. -0 11 10'-0" 2ND F -F. 0'-8" BRCS. NGT. ;(\)IL 0'-0" FIN. FI --R. 10 ARFA OF ATTIC = 1440 5Q. FT. c� = 1/300 ARFA RFQUIRFIP REAR E TEXTURED FINISH LEVATION /1 u j,25'-rc�" k3LPC. HC-iT. IV LAF 51DINra - Vx4° TRIM E50ARP 18'-0" 2NID FL. PRG. NGT. 18"X(o0' DECORATIVE AFFLIEID SHUTTERS ,L101-011 2ND F.F. NCi T. —RAISED LAND TYF . 12"X48' DECORATIVE AFFLIED SNUTTER5 O cil L0'-0` FIN. FI -R. 18'-0" 2NID F IV BRCS. HC -3T. -0 11 10'-0" 2ND F -F. 0'-8" BRCS. NGT. ;(\)IL 0'-0" FIN. FI --R. 10 ARFA OF ATTIC = 1440 5Q. FT. NET FREEE VENTILATION = 1/300 ARFA RFQUIRFIP RrOUIRrP VFNTILATION AREA = 1440/300 = 4.8 50. FT. _ 691.2 50. IN, MIN. REQUIRED VENTILATION IN UFFER PORTION OF ATTIC = .5 X 691.2 = 345.h «ALANCE TO F�F FROVIGEG IN SOFFIT OR EAVE VENTS) OFF RIDC;F VFNTILATION AREA 115 50. IN, FER VENT TOTAL 41 OF VENT5 REGQUIRED = (3) TOTAL 0 OF VENTS FROVIII)EI) = (3) ;;-,oxT. coy. PAT10"' a R C x I T E C T S Design roup Inc. 1 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 BU131DIV. & LOT: TUSCA PLACE NORTH PRO.TECT# "1664,054 MODEI,: "2200" GARAGE SWIENG: LEFT PAGE: FIS 0 N' -F & REAR ELEVATION ARCHITECT- STATE OF FLORIDA MAR 0/7 -20,112, JAMESYCAITWELL AR , O 12079 ]PRaNT IRATE: 03/06/12 1 SCAT :1/4"=1'-0" SHEET 4 B O v2 9 ut � µ t- V w O � -J Q O z O Q Q Q z t1 z z � � Q BU131DIV. & LOT: TUSCA PLACE NORTH PRO.TECT# "1664,054 MODEI,: "2200" GARAGE SWIENG: LEFT PAGE: FIS 0 N' -F & REAR ELEVATION ARCHITECT- STATE OF FLORIDA MAR 0/7 -20,112, JAMESYCAITWELL AR , O 12079 ]PRaNT IRATE: 03/06/12 1 SCAT :1/4"=1'-0" SHEET 4 B O v2 9 1&'-0' 2NI) FL. BRC- . HGT. 10"-0" 2ND F.F. S' -a" 5RG. HGT, LEFT ELEVATION TEXTURED FIN15H RI H T TE>:TUR1=P PIN15" ELEVATION _,` IS' -V 2ND FL. BRG, Nr T. 10"-0" 2ND F.F. T 0'-0" FIN. FLR. AREA OF ATTIC = 1440 5Q. FT. NET FREEE VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 1440/300 4.0 50. FT_ 691.2 50. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 X b91.2 = 345.ro (GALANCE TO BE PROVIDED IN 50FFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 5Q. IN. PER VENT TOTAL # OF VENTS REQUIRED = (3) TOTAL # OF VENTS PROVIDED = (3) — _ j, 8'-5" Ist FLR 8RGT. HG T. 0'-0" FIN. FLR. -� T._/U PATO LEFT 51MILAR A R C H I T E C T S 14 1 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-40www.abdesigngroup AA #: 0003325 SUBDIV & lr=.OT: TUSCA PLACE NORTH LOT #22 ]PROJECT# I664.054 Mall)Ei,: ' 200" GARAGE SWING: LEFT' PAGE: LEFT' RIGHT ELEVAT ION ARCHITECT - STATE OF FLORIDA J 9 2012 DATE: 03/06/12 I SCA:1/4"=V-0" 1 SHEET 5" U OF29, � w z I- O U � z U z ( Q U1 fu Z Q E -i SUBDIV & lr=.OT: TUSCA PLACE NORTH LOT #22 ]PROJECT# I664.054 Mall)Ei,: ' 200" GARAGE SWING: LEFT' PAGE: LEFT' RIGHT ELEVAT ION ARCHITECT - STATE OF FLORIDA J 9 2012 DATE: 03/06/12 I SCA:1/4"=V-0" 1 SHEET 5" U OF29, F F 0 NT. TEXTURED FINISH ELEVATI(lil N\\1 B 51-lEATHINC� TO LAI - OYER FRAME TO GABLE CONN. MIN. 12" TYP �Typ REAR ELEVATION TEXTURED FINISH LEFT ELEVATION TEXTURED FINISH RI(l(---x`-HT ELEVATION TEXTURED FINISH R C ISI IT E C T ELEVATI(lil N\\1 B 51-lEATHINC� TO LAI - OYER FRAME TO GABLE CONN. MIN. 12" TYP �Typ REAR ELEVATION TEXTURED FINISH LEFT ELEVATION TEXTURED FINISH RI(l(---x`-HT ELEVATION TEXTURED FINISH R C H IT E C T W Z F- � Design Group lnG. N. RONALD REAGAN E -ONGWOOD, FI_ 32750 PH: 407-774-6078 FAX: 407-774-4078 ww.abdesigngro"p.cor AA #: 0003325 SUBDIv COTe TUSC A PLACE NORTH I LOT #22 pIROJE��Ir 1664.054 M®IDE�: "22OO" GKRAGE SWIENG: LEFT IPAGE: 'WALL ASSEMBLY E L E V ARCHITECT- NATE OF FLORIDA M9 . 0 7 2012 •JAME ' C �NTWELL A , N4 U0179 PRINT SATE: 03/00/ SCS: 1/4„_l,_O', SMICTUT Sotoll�- Q W Z F- � U � w w Q � <Lj� SUBDIv COTe TUSC A PLACE NORTH I LOT #22 pIROJE��Ir 1664.054 M®IDE�: "22OO" GKRAGE SWIENG: LEFT IPAGE: 'WALL ASSEMBLY E L E V ARCHITECT- NATE OF FLORIDA M9 . 0 7 2012 •JAME ' C �NTWELL A , N4 U0179 PRINT SATE: 03/00/ SCS: 1/4„_l,_O', SMICTUT Sotoll�- Q HEADER SPAN C"HARrf, CONNECTOR SCHEDULE 5'-0" TO SIMPSON CLFAR AR SPAN DFS. UPLIFT GRAVITY FASTNER }- META-lro 1450 UP TO 5'-0" 5'-0" TO �'-4" 6'-4" TO 3'-011 8'-0" ANG) OVER (1) lod x 1 1/2 I -PLY/ (0) Ik,d 2 -PLY Z (2) META -Ike 1955 1 f I f0) I(Dd x I V2 I -PLY 0 NUMBER OF FULL LENT TH 5TU35 1900 2 (14) Irod 2 -PLY V) Q HETA-16 1810 3 (3) loci x 1 0 I -PLY/ (a) Trod 2 -PLY 5: HETA-22) Ial20 (9) 10d x 1 1/2 I -PLY/ (S) 1(vd 2 -PLY S'2) HETA-22) 2035 (10) loci x 1 1/2 1 -PLY � 2500 Q (12) Irod 2-111-Y 11GT + 39k5 (1) 5/8' A.T.R. IN HIGH 5TRENGTH EPDXY IMIN. 12' ENF:EF_D), (22) 10d TO WOOL? HGT-2 + I09ao (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (111N. 12' EM15ED), 06) lod TO WOOD HGT-3 + 10530 Q O (2) 3/4' A.T.R. IN HIGH aTRENGTH EPDXY (MN. 12' EMBED), (Vo) 10d TO WOOD Z -Z LTAI 1420 (12) loci x 1-1/2' VGT 4940 (1) 5/&' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), fl(a) SPS 1/4' X 3' To WOOD (2)vGT (2-PI.Y/3-f1.Y) 1155/aaw (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED) (32) 606 1/4'X 3' TO WOOD MT5-12 1000 (14) Iod x 1 1/2 HT6-1am 1150 (b) loci x 1 1/1 HT5-20 1450 (24) 10d x 1 1/2 1_5TA-12 ++ 925 (10) 10d LSTA-18 ++ 1235 (14) loci to M5TA-la ++ 1315 (14) lod n META -24 ++ Irp40 (18) 10cl of✓ 116TA-30 2050 (22) Iod ~ (n 115TA-36 ++ 2050 (2cJ Iod M3TI-aro 3eoo (3(,,) 0d x 1 1/2 1'15TI-48 5065 (4a) 120d x 1 1/2 H& 950 (a) ad TO PLATE_,-, (8) ad TO STUDS 6P4 SEs, (f�) loci x 1 1/2' To 5TUG)5 A33 150 (4) I0ci TO BEAM, (4) 10d TO 1`06T. HCP2 645 (6) lod x 1-1/2' HIO 335 (Iro) 8d x I -I/2 ABU 44 2200 &&&5 (U 5/a' A.T-R. IN 111GFI STRENGTH EPDXY, (MIN 7' EMt3ED.J IN CONC. (12) I(,d TO WOOD V) ABU 06 2300 12(0(10 (U 5/a' A.T.R. IN HIGH STRENGTH EPDXY, WIIN. 1' ENf3EDJ IN GONG., (12)Ihd TO WOOD LTTI9 +++ 1340 (1) 3/4' A.T.F. IN HIGH 6TREW-iTH EPDXY, 1r11N. "1' E1I13EDJ IN CONC., (8)lod To WOOD S LM05 +a+ Iro25 (1) I/2' AT.R IN HIGH 3TRENGTH EPDXY (MIN. 7' EME3EDJ IN CGNC.. l2) ' 5OLT TO WOOD Q 3610 (1) 5/8' A.T.R. IN HIGH 57RENGTH EPDXY (MIN. -I' EMBED-) IN CONC. (16) lod x 1 1/2' TO WOOD H T4 4235 (1) 5/0' A.T.R. IN HIGH 67RENGTH EPDXY, (MIN. 1' El15ED.) IN CCNC. (IS) Irod x 2 1/2' TO WOOD < 435 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. i' EI 1BEDa IN CONC. (26) IIDd x 1 1/2' TO WOOD HTT5 4610 (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY, (1111,1.1' E11BED.) IN CONC. (26) 10d TO WOOD 6090 (ll 5/0' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBEP> 1N CONC. Or.x 2 WT TO WOOp HHDOII-5D5 2.5+ 11,445 1) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. lo' EMBEDS IN CCNC., (24)eD5 4' x ' WOOD "3cpEUe HDI 640(O (1) 1/5' A.B. IN HIGH 5TRENGTH EPDXY (MIN. 1' EMBED.) IN GONG. W/la' STUD BOLT5 TO WOOD 1-115HA 3-156/1125 3415 '5330 0).5/4* A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEIDMENT) IN CMU. TOP, (1) 3/4' A.T.R. IN HIGH aTRFNGTH EPDXY, (MIN. &:15' EMBEDMENT) IN C.M.U. FACE, 00)10ci TO 15EAM (n a Li.l Mf3HA 5.50/11.25 3415 5330 (1) 3/4' A.T.R. IN HIGH 5TRENGTH EPDXY, (MIN. 6.15' EMr3EDMENT) IN G.M.U. TOP, (1) 3/4' A.T.R. IN HIGH 5TRENC7TH EPDXY, (MIN. 0.15' El-15EPMENT) IN C.M.U. FACE, 118)IOd TO BEAM Z a C210-3 (WOOD 1e10 4000 (FLOOR) 3140 (FOOT-) 10-1/4'x 2-3/4' TITEN (3 PER FLANGE) TO C -NU, (I0) 101A TO WOOD 2 HUC410 (CMU) 1 1810 1 52005 I0-1/4' x 2-3/4' TfrEN (9 PER FLANGE) TO CITU (10) loci TO WOOD HUC 210-3 1 1 jalp 14000 18-1/4' x 2-3/4' TITEN TO CMU ( Io) lod TO WOOD HIGH STRENGTH EPDXY = 311" IPSON '$1=T EPDXY-TIE'. CONTACT THE ARCHITEGT/ENr_ (NEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO 3UMTITUTING FPR 31MILAR EPDXY PIE'ODUCT5. + WHERE ANCHOR EMI3EDMENT 15 GREATER THAN 1' D1=EP, THE VERTICAL CELL N Ct1.U. WALL MUST ESE FILLED SOLID w/ GROUT. ++ lod C0111ON NAIL5 CAN BE 5UB5TITLITED WITH loci x 1 1/2' NAIL5 IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWAE3LE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT I5 REcxIIRED FOP-: THIO APPLICATION PFIOR TG IN5TALLATION. LLil +++ huNIMU-'I EMBEDMENT INTO THE TOP OF A i3PNDBEAII WILL BE 6", HININUI-'1 El--1BEPMENT INTO THE FOUNDATION WILL SE 7' 0 A.T.R. - A-301 ALL THREAD ROD 0614F, PROTECTION TYPE, LENGTH, ETC. VARIES) z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATICN9, AND CONDITICNO THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RE5PON510LE FOR MAKING SURE THAT THE PROPER CORRO5ION PROTECTION 15 U5EP. WHEN USING 5TAINLE85 5TEEL CONNECTOR6, U6E STAINLE55 5TEEL FASTI=NERa. LUHEN U6NG zl1AX / I -IDG GALVANIzED cONNECTuR5, U5E FA5TENERS GALVANIZED PER A511-1-453 U5E OF EXPAN6ION ANCHORS WILL 5E EVALUATED ON AN INPIVIPUAL BA615 AND MU6T HAVE WRITTEN APPROVAL FROI 1 THE ARCHITECT/ENGINEER OF RECORD PRIOR TO 1,15E. ALL CONNECTOR VALUES 15A5EP ON 51MP50N 'WOOD C01-15TRUCTION CONNECTORS C-2011' , 'HIGH WINp-RESISTANT CCN3TF,UC7ION C-HW09, AND ANCHORING 4 PA5TENING 5Y5TEM5 FOR CCN --RETE 4 MA,5CNI-Y CATALOG C -3A3-2009. HEADER SPAN C"HARrf, MINIMtJM WALL AND HEADER STUD REOUTEMENTS MAXIMUM HEADER SPAN (fO 5IN(_-_i LE STORY AFFLICATION 5'-0" TO SIZE CLFAR AR SPAN Z)5L 2 x F_>F5L 2 x DBL 2 x 10 DPL 2 x 12 UP TO 5'-4" 5'-4" TO 11-0" -1'-O' TO 10"-0' 10'-0" AND OVER TWO STORY A FLICATION DOU.1N STAIRS FLOOR .JOIST TO MASONRY/GONCRETE SHALL f5E HETA-1� AT EACH SIzE CLEAR SPAN 1 -)BL 2 x & D5L 2 x a Df5L 2 x 10 DBL 2 x 12 UP TO 5'-0" 5'-0" TO �'-4" 6'-4" TO 3'-011 8'-0" ANG) OVER MINIMtJM WALL AND HEADER STUD REOUTEMENTS MAXIMUM HEADER SPAN (fO UP TO 5'-0" TO g'-0" U.N.O. f TRUSS TO MASONRY/CONCRETE SHALL ESE META -16 FLOOR .JOIST TO MASONRY/GONCRETE SHALL f5E HETA-1� AT EACH 4' -II 1/2" -I'-II 1/2" AND UP NUMBER OF NEARER STUDS 3.TRUS5 TO TRU55 CONNECTIONS AND HANGERS SHALL f5E DESIGNED AND 5Uf'I�L1ED 5Y TRUSS MANUFACTURER. SUPPORTING ENI-_) OF HEADER 1 2 3 NUMBER OF FULL LENT TH 5TU35 .HEADER 5f=, AN CHART 4 MINIMUM WALL 4 HEADER 2 STUD REQ. ARE STANDARD U.N.O ON FRAMING FLAN AT EACH END OF HEADER 1 _ END, CUT WITCH 4 DEYEL TO FIT TIC-4HT TO TRU55 AS PER 3 F2 x 12 ( 412 5YP) 7A&" 055 NAIL (35)12d �P O.C, TYP. 2x12 DM. HDR. FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED DY 5IMF 50N STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: f TRUSS TO MASONRY/CONCRETE SHALL ESE META -16 FLOOR .JOIST TO MASONRY/GONCRETE SHALL f5E HETA-1� AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO W,4LL. _ * TRUSS TO WOOD FRAMING SHALL 15E MT5-12 3.TRUS5 TO TRU55 CONNECTIONS AND HANGERS SHALL f5E DESIGNED AND 5Uf'I�L1ED 5Y TRUSS MANUFACTURER. 4.REFER TO TRU55 MANUFACTURER'S 51GNED AND SEALED DRAWINGS FOR LOCATIONS, FROFILE, AND 517E of ROOF/FLOOR TRUSSES_ .HEADER 5f=, AN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING FLAN MIN. 2X4 NII=' CUT 15LOCKING SECURED W/D-10d GUN NAILS OR 3-12c1 HAND DRIVES I�D EA. END, CUT WITCH 4 DEYEL TO FIT TIC-4HT TO TRU55 AS PER AFA REQUIREMENTS. 1 1=T2E l II II II II I " – FT2 4li I —t- �i4i I I 4i 4�i I 1=T2 H _ 1=T2 – II H— II II II II II GIRDER TO 4x8 POST I — FT2— (2)HT520— POST TO SLAB HTT4 I I III = FT2– H —II (2x12 HDR �� ---FT2 Q FT2` II IIS - — -----------,� �11 ii - FT2 H FT2 FT2 II " C2)2x12 II 1=T2A II�- H (2)2x12 HDR Q = GIRDER TO 4x4 POST -- FTIA (2)HTS200 POST TO SLAT _ — FTI — II FTI II FTI -— — — FT1 II FTI --(2A-ZETA-Iry A q. A (2)HE:TA-1 GT1� — HHC-rT1 < J5( \ U D J5(0F_ IIX; SII II II J3(o —`1 J3IL SII �vjs SII � SII II II II �' II FT5 � ICANTI I I i FTSA (GANTILEYER) I—(2)2x12 HDR 0 til SII (2x1 17 1 CMU COL. HT 40 '1'-&' SECURE EA. REAM TO CMU COLUMN UJ/ (2 )HETAI& FLOOR FRAMINIC7'i PLAN 2X12 BM TO roXry POST I (2) M5TA-24 POST TO SLAB ASU -&8 w u I n n I T I n HUC210-3 HUC210- 3 – T2 II - T2 — — II _ COVERED PATIO J.- / DENOTE= TRU55 WE1315WE REQUIRED. ... — DENOTE RAT RUN Q 10'0/C MAX. _ = DWTE 2X6 57"5AGK lo 10'0/C MAX. Tc) F3r= LIe,�-=TD (Simpson) or (usp) 1 HU52(0 G HU526 HHU54& THD4(c, NOTES: ® SECURE 2ND FLR STUDS TO GIRDER/FLOOR TRUSS UJ/ META -30 6 32' D.G. ® SECURE 2ND FLR STUDS TO FLOOR TRUSS BELOW W/ HTS -20 w 48' O.G. SECURE 15OTTOM PLT TO CMU W1 1/2' ANCHOR 0 BOLT UJ/ 2' WASHER SET IN 5IMP50N HIGH STRENGTH EPDXY T EM5ED. MIN, Q 32' OC MAX. FASTEN TRUSS TO f311 U.1/ 1_ STA -12 'm 32' O.C. HUC410 SECURE HANGER TO 5LOGK W/ 18 1/4'X2 3/4' TAPCONS (9 PER FLANGE) SIMR50N H10 2X4 5YR SECURED W/ (2) I0d NAIL5 WITHIN a" OF E,4CH END, (1) local NAIL 8" O.G. MAX_ STAr�EREF) IN THE FIE!_D HHC_iTI TRU55 FC•4TI GIRDER TRU55 2X4 NAILER TRUSS CONNECTION DETAIL SCALE: 3/4"=11_0" BRACING -1 LEC-1END EXTERIOR GABLE TO E3E ® BRACED W/2X4 F3LOCKINC3 4'-0" O.C. (16T 2 BAYS) 4 2X4 5YF 412 X -BRACING. REFER TO TYPICAL DETAIL 5HT5 FOR BRAC INC RE(;M IREMENT5 FASTEN 2X4 5YP 112 OR 5f=F BEVEL CUT TO TRUSS TOP CHORD W/10d x 3" NAIL5 0 h" O.C. STAGGERED NOTE: TRU55FS MARKED W/AN " " REQUIRE W=B STII=I=ENERS FOR PERMANI=NT STRUCTURAL RESTRAINT OF INDIYIpUAL TRUSS 1" 1l=MB1=R5• REFER TO TRU55 MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. 50UTHERN 05/12/11 A R CH,ITEC TS 1 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Fr r _ f- � � Q q Q O Q Q z t7 Z -Z Q) SUIBDIV. 8c ]LOT: TUSCA PLACE NORTH LOT'S' IPIROJECT# MODEL: 3�2200>> GA.RA.GM SW113 iG: LEFT ]PAGE: FLOOR FRAMING T PLAN ELE V A7JON A, B , & C ARCHITECT STATE OF FLORIDA 140 o1 ansa JAM CANTWELL A NO 12079 ]PIR -INT DATE: 03/06/12 1 SCAT: 1/4„_1,-Q„ 1 DEADER SPAN CRAFT CONNECTOR SCHEDULE 5'-o" TO SIMPSON CLEAR SPAN DES. UPLIFT GRAVITY FASTNER r META -16 145() SUI PORTING END OF HEADER (1) lod x 1 1/2 I -PLY/ (6) lhd 2 -PLY Ix Z (2) META -16 IW5 - -FE 00) 10d x 1 1/2 I -PLY U AT EACH END OF HEADED Iwo (14) Ihd 2 -PLY HETA-16 1810 T1 (9) loci x 11/2 I -PLY/ (a) 16d 2 -PLY Q HETA-20 1810 (9) 10d x 11/2 1 -PLY/ (5) Ik d 2 -PLY HIS 2035 (10) lod x 1 1/2 I -PLY (2) HETA-20 2500 (12) 16d 2 -PLY MGT + 3365 (1) 5/8' AT.R. IN HIGH STRENGTH Ef OXY fl -11N. 12' EMBED), (22) lod TO WOOF wsa-2 + 10980 Hl (2) 3/4' AT.R. IN HIGH STRENGTH EPDXY <MIN. 12' ENBED), (16) lod TO UXP HGT-3 t 10530 (2) 3/4' AT.R. IN HIGH 5TREN65TH EPDXY (I -IN. 12' EMBED), (16) 10cl TO WOOD LTAI 1420 (12) Iod x 1-1/2' o VGT 4940 (U 5/5' AT.R. IN HIGH STRENGTH EPDXY <MIN. 12' EMBED), (16) $DS 1/4' X 3' TO WOOD l2)'ri,T (a-PlY/3-PI Y1 1185/6590 (2) 5/8' AT.R. IN HIGH STFENGTH EPDXY (MIN- 12- EMBED), (32) BDB 1/4' X 3' TO WOOD MT5-12 1000 04) 10d x 1 1/1 HTS -16 1150 Q (16) lod x 11/2 HT6-20 145() (24) lod x 11/1 LBTA-12 ++ 925 (10) loci L6TA-18 ++ 1235 (14) 10d V) NSTA-18 ++ 1315 (14) loci Q- M6TA-214 ++ 1640 (18) loci r M5TA-30 2054) (22) lod ~ v> h15TA-36 ++ 2050 (2(-,) lod I~1ST1-36 3500 (36) 10d x I W HSTI-48 5065 (45) 10d x 1 1/2 H6 950 (S) 5d 'ro PLATES, <E3) Lid 'r0 5'ruD5 SP4 S65 G (6) loci x 1 1/2" TO STUD5 093 750 (4) loci TO BEAM (4) 10d TO POST. HC1*2 645 L�LI (6) lod x 1-I/2' HIO 995 (I0) ad x 1-1/2 ABU 44 2200 6665 (1) 5/5' RTA IN HIGH STRENGTH EPDXY (MIN. 1' EMBED-) IN GONG. (12) 16d TG WOOD V) ASU 66 2300 12000 0) 5/8' AT.R. IN HIGH STRENGTH EPDXT, (Mll`L l' EMSFDJ IN CCNC., (12)lbci TO WOOD tY LT-TI9 +++ 1340 (U 3/4' A.T.R. IN HIGH 5TRENGTI-1 EPDXY, (MI1L l' EMBED-) IN GONG., WOCI To WOOD (D LTT206 +++ 1625 (1) I/1' Atg IN H1GH 61FENGTH EPDXY. 0-11N. l' E1'15ED.) IN CONC. (2) ' BOLT To WOOD S U 3610 u (U 5/a' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' IEMQEPd IN GONG. (18) IOd x 1 1/2' TO WOOD Z HTT4 4235 f) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. -1' EMBED.) IN CONC. (la) 16d x 2 1/2' TO WOOD 4?50 (1) 5/8" A.T,R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC. (26) lOd x 11/2' TO WOOD HTT5 44--10 (U 5/8' A.T.R. IN HIGH 8TRENGTH EPDXY, (MIN. l' EMBED.) IN CONC- (26) lod TO WOOD 5090 ( /V A.T.R. IN HIGH 6TRETIGTHEPDXY, TN. SED. COC 2k� b x 2 /1 TO WOOP H4DQI1-3DB 2.5+ 11,445 1U 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBEDJ IN GONG, f24)SD5a' x ' UJOOD SCBE HDl 6480 (1) l/8' A.B- IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CCNC., (3,%' STUD BOLTS TO WOOD MBHA 356/1125 3415 5330 fl) 3/4' ATP. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN G.M.U. TOP, (1) 3/4' ATF- IN HIGH STRENGTH EPDXY, (MIN.:6.15' EMBEDMENT) IN C.M.U. FACE, (100d TO BEAM elf W MBNA 5.50/1125 3415 5330 (U 3/4' AT.R- IN HIGH STRENGTH EFOXY, (MIN., 6.15" r=M5EDMENT) IN C.M.U. TOP, (1) 3/4" AT.R. IN HIGH 5TP-,FEPDXY, CHIN- 8,15' EMBEDMENT) IN C.M.U. PACE, (IS)lOd TO BEAM Z Q C210-3 MCU ,OD 1810 4000 fFLOOR) 3140 MOO--) 18-1/14' x 2-3/4' TITEN ( 3 PER FLANGE) TO CMU, (10) 10<A TO WOOD Z HUC410 (CMU) 1010 502,5 IS -1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, (10) 10ci TO WOOD HUC 210-3 12+10 4000 16-1/4' x 2-3/4' TITEN To CMU ( 10) lod To WOOD HIGH 3TRE�)GTH EPDXY = SIMPUM 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITT)=N APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANcNOR EMBEr/MENT 18 GRFATER THAN V DEEP, THE VERTICAL CELL IN CM.U- WALL MUST 5F FILLED BOLID w/ GROUT. +. 10d COMMON NAILS CAN BE SU89TITUTEP WITH lOd K 11/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOW913LE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION FRIOR TO INSTALLATION. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A BOND5EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' A.T.R. - A-301 ALL THREAD ROD_(81ZE, PROTECTION TYPE, LENGTH, ETC. VARIES) BECAUSE OF THE WIPE VARIETY OF MATERIALS, LOCATIONS, AND CONPITIrfi1S THAT MAY AFFECT cONMEctORS, THE cONTRACTOR MUST BE RF5F'CN518LF FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 15 USEGl. WHEN USING BTAINLES5 STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN UBINCt IMAX / Hr7Ct CIALVANIZED CCNNECTORB, USE FA5TENE" GALVANIZED PER A51N-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED at AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSCN 'WOOD CONSTRUCTION CONNECTORS C-2011' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING 4 FASTENING 5-1-STEM5 FOR CONCRETE 4 MASONRY CATALOG G' -BAS -2x09. DEADER SPAN CRAFT MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) SINGLE STORY APPLICATION 5'-o" TO 51ZE CLEAR SPAN Df3L 2 x (o DBL 2 x 3 DBL 2 x 10 DBI-- 2 x 12 UIQ TO 5'-4" TO 1'-0' -1'-0" TO 10'-0' 10'-0' AND OVER TWO STORY AFFL ICAT ION DOWN ST AI R5 SIZE CLEAR 5F -,)AN DBL 2 x h DBL 2 x 8 DBL 2 x IO pBl 2 x 12 UP TO 5'-0" 5'-O' TO &'-4" 61-411 TO ;3'-0' a' -O" AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-o" TO 8' -oil U.N.O. 4'-11 1/2 -T-11 1/2' AND UP NIJME1 ER OF HEADER STUDS qb y1 SUI PORTING END OF HEADER 1 2 3 NUMBER OF FULL LENS TH 5TUD5 - -FE 2 AT EACH END OF HEADED I 3 2 x 12 -1/I( I' 058 NAIL (3) 126 Q O.G. TYP. 2x12 BM./HD-R._ lz-RAMINC-4 NOTES: I. HURRICANE 5TRAP5 TO E.,E MANUFACTURED 5Y 51MP50N 5TRONG-TIE OR EQUAL, U.N.O. 2.TYF='ICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: 10 TRUSS TO MA501NRY/CONCRETE SHALL DE META -1& 4 FLOOR J015T TO MA50NRY/CONCRETE SHALL GE HETA-I(o AT EAC H END AND 32" ON CENTER ON JOISTS FARALLEL TO WALL. TRU55 TO WOOD FRAM INC -4 SHALL 8E MTS -12 3.TRUS6 TO TRUSS CONNECTIONS AND HANG -;ERS SHALL 5E DESIGNED AND SUPPLIED f�)Y TRUSS MANUFACTURER. 4.REFF5TO TRUSS MANUFACTURER'S SIGNED AND SEALED CDRAWINCIS FOR LOCATIONS, PROFILE, AND 51ZE OF ROOF/FLOOR TRU55E5. 5.HEAIDER SWAN CHART 4 MINIMUM WALL 4 HEADER STUD RECD. ARE STANDARD U.N.O ON FRAMING-,: PLAN e?. MIN. 2X4 NIP CUT �51LOCKINr 5ECUREID W/3 -10d CiUN NAIL5 OR 3-126 HANID IDRIVE5 /") EA. END. CUT F'ITCH 4 F5EuEL TO 1=1T TIGHT TO TRUSS AS PER APA REQUIFEMENTS. TRUSS TO DSL STUD (2X'1T6-12 PBL STUD TO (2)2X4 5LOCKING (1,"STA-24 BLOCKING TO GMU (2)HETA-16 TRUSS TO DBL STUD (2)MT5-12 DBl- STUD TO (2)2x4 BLOCKING (I)MSTA-24 BLOCKING TO GMU (2)HETA-16 SII i;II ;II ;II ;II ;II ;II ;II ;II ;II ;II ;II ;II II - - II II II II II II II II II II II H-1 H� = mom II r '-1 qb y1 — Tl - -FE II II ILI; _C) II SII T1 II I HIS HIl w � Hl = II II II II II 3 G 1 II II II II II II ; = 7. II II - II ATTIC 1 AccEssl i II y,� I II v4 I j 11 =T— II Va V12 II = SII a—a — J R,00F FRAMINC-,-�'l PLAN TRUSS TO DPL STUD (2,,"T5-12 DBL 5TUP TO (2)2X4 BLOCKING (IAISTA-24 BLOCKING TO CMU (2)HETA-16 TRUSS TO DBL STUD (2X'°'ITS-12 DBL STUD TO CMU (2)HETA-1G DENOTE TRU55 WED 5RAGE FEaU1RED. ... — PENOTE RAT RUN Q 10'0/C MAX. _ = DENotE 2X6 5TR"BAGK o 10'0/c MAX. rt- O 81= U D (51mpaon) or (Uap) C� HU52(a C�) HU52( O HHU546 OH THa4(-� 50UTHE51N 05/12/11 1 N. RONALD REAGAN BLVE LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 0 1111111111111 SLTEIDIV. & WT: rI' US C A PLACE NORTH LOT #22 OTIr PROJE 1664.054 MODE1.b " ' 200" GARAGE SWING.- LEFT WING:LEFT PAGE: ROOF FRAMIN A- l ---'L A N - P1LAN E LE VA:T1I O N AHCHITFCT. fSTATE OF FLORIDA PRINT DATE: 03/06/12 ScAz : 1/4P) = i' -O" SKEET II BC0 P mom r '-1 qb y1 W w � 73 o O J Q Q G L�LI I— Z l u v Q 0 1111111111111 SLTEIDIV. & WT: rI' US C A PLACE NORTH LOT #22 OTIr PROJE 1664.054 MODE1.b " ' 200" GARAGE SWING.- LEFT WING:LEFT PAGE: ROOF FRAMIN A- l ---'L A N - P1LAN E LE VA:T1I O N AHCHITFCT. fSTATE OF FLORIDA PRINT DATE: 03/06/12 ScAz : 1/4P) = i' -O" SKEET II BC0 P i qb y1 0 1111111111111 SLTEIDIV. & WT: rI' US C A PLACE NORTH LOT #22 OTIr PROJE 1664.054 MODE1.b " ' 200" GARAGE SWING.- LEFT WING:LEFT PAGE: ROOF FRAMIN A- l ---'L A N - P1LAN E LE VA:T1I O N AHCHITFCT. fSTATE OF FLORIDA PRINT DATE: 03/06/12 ScAz : 1/4P) = i' -O" SKEET II BC0 P A R C H IT E V p TS 1 5Y1 DEFINITION NOTE5 (I 1 .�jf./ 125V 125V OUTLET 31NaM50L 20 ` P POLE fl jl I10V OUTLET VA 2199 SQFT GENERAL LIGHTING X3 VA PER SOFT Ifs �F OWLET 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 110V OUTLET WIRED To P 1 LAUNDRY CIRCUIT AT %ITCH 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN Ea PIED WITH 1 WATER HEATER 1100 OUTLET GROUND FAULT INTERUPT�R (TAMPEp 1 Gfl PE5 5TANT W 220V OUTLET 4 WIRE �LLI� 1 CONNECTION GFI EXTERIOR WATERPROOF GROUNP FAULT SUBTOTAL OF GENERAL LOAD OUTLEt INTERRUF'TR FIRST $WITCH 10000 SWITCH 3 -WAY OBER. �4 SWITCH 4 -WAY OPER. ('� WALL 4 �,I./ MOUNTED 6720 — L IC�HT --- CEILING LIGHT KW ELECTRIC HEAT AT 65% VAPOR 5 KW ELECTRIC HEAT AT 65% PROOF --- VP LIr4HT p r RECESSED NET TOTAL HEAT CAN TOTAL LOAD WALL SCONCE 32393 PREWIRE VENT. FAN 1 CFN PER iLI SQ. FT. VENT. FAN I CHll PER W/LIGHT SQ. FT. z 2' LIGHT STRIP 4' LIGHT STRIP _ UN 2-1✓ULiA PFLORE�ET LIGHT AROUND - t 2' FLUoRE3CENT w 19 4' TRACK LIGHT O PANEL - METER 5MOKE 13ATT.15ACK-UP 5L). DETECTOR W/ HARDWIRE INTER- c e WALL BATT. HACK -UP MOUNTED W/ HARDWIRE gp_ °E INTER- PETECTOiR GONNEGTFD f5ATT. SACK. -LIP GA1c ON W/ HARVUJIRE t MONOXIDE/ COIL NEC ED /GO EVOKE PETECTOR BE A COMF50 DIeTPNcE OF NOT LE55 THEN 4' q FRcI" I WALL c0 PENDANT 1_x LIGHT n NATURAL GA5 ` 1 OUTLET ® TELEPHONE JACK WATER HEAT. c^� P15CONNECT AIR. CONP. /G DISCONNECT 1-1 TELEV15ION JACK a X REOl11REP TO BE SUPPORTED JO J -50X W/ MtARKED 13O A$ SUCH FOR INSPECTION CEILING FAN/LIGHT REOUIREP TO BF SUPPORTED IN ACCORDANCE W/ DOX MARKED A5 5UCH FOR IN8PIECTION FLOOD L Ir NT OPTIONAL KP SECURITY KEYPAD PUSH- FOR 4PEs. ;SUTTON CHIME5 NOT. t LOCATION OF TV JACKS '1 PHONE OUTLETS $ FANS TO 13E VERIFIED ,a HOMEOWNER PRE -CONSTRUCTION MEETING. t ALL RECEPTACLES IN AI- . HA�3ITAF3L E ROOMS TO BE ARC FAULT PROTECTED PEP: NEC 210.12(b) 20 AMP DEDICATED LAUNDRY CIRCUIT. Cx l a ISLAND (NOT ON K.IT(--HI;N CIRCUIT) , D I5HWA5HER D I5CONNECT TO E3E LOCKOUT IN PANEL t D4THROOM EXAU5T FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERNITTENT.(FkaC 2001,RE51DENTIAL CODE TA5LE I'Ilr50&,3) t LAUNDRY ROOrI REGEf T /CLE SHALL PE GROUND FAULT CIRCUIT-INTERRUFTER PROTECTION FOR PERSONNEL ON FEEDERS t WIRING NETHOD 5HAI-L F5E NON NETAL!_IC CA5LE AS N.E.C. 2008 ARTICLE 300.(5) (2) ALL RECEPTACLE5 TO 5E TAMPER- RESI$TANT TYPE COACH L IC:THT / WALL MOUNTED / LIGHT 4 SWITCH / IN ATTIC / — — — — — — — — — — — — — — — — — — s - - — - — - COACI-4 LIGHT „ U FLOOR ELEC"TRIC"AL PLAN lj_ U9E12_Ld) P r1'I'10 -Fr_ OUTLET 7� FOR F UW UP1'IOv K l'fCIIL;N 200 Al` F" ELEGTRIC,41__. RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY UJITH ADPL ICAF_5LE f='ROVI5ION5 Or- THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. S. ALL CONDUCTORS SHALL �3E TYPE THHN/THWN UNLESS NOTED OTHERW15E. POWER COMi=ANY TRANSFORMER C3RADE PROVIDE 200 AMP, 120/240 VOLT, 1 PHASE 5ECONDAFIY_ ELECTRICAL 5ERVICE. PROVIDE 3 02/0 COPPER (CU) IN 2" DIA 5CHEDULE 0,0 PVC CONDUIT OR PROVIDE 3 14/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 FVC CONDUIT UNLESS SERVICE I5 PROVIDED P1' THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 131D. NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. F'R'OVIDE 3 01 CU, 1 #(n GU GND 2" CONDUIT OR PROVIDE 3 #2/0 AL, 1 #4 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE AF30VF= SOFFIT 15) OVERI4ANG.) COMGINATION 5ERVICE 200 AMP DISCONNECT SWITCH ANP 120/240 VOLT ELECTRIC METER IN I PHA5E NEMA 3,R FENCLOSURE MLO M O PANEL 20OAl2 MC5 TEELFPHONF SERVICE ENTRANCE FaUIPNENT INTER5Y5TEM 5 OND INC TERMINAL AT LOW VOLTAGE CONNECTIONS CAF31,F TELEVISION SERVICE ENTRANCE FaUlf-MENT 1 #4 CU 5ERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3), DIA X 8 FT LONCrt COPPER CLAD GROUND ROD i�VI - Ill. r[V14MLV rXCIAUHIY DLVL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774078 wwmabdesigngroup.com AA #: 0003325 E LOAD CALCULATIONS ONE FAMILY DWELLING WITHHEAT PUMP (NEC, CODE#D2) HOUSE PLAN: 2200 MODEL LOAD INFORMATION VA 2199 SQFT GENERAL LIGHTING X3 VA PER SOFT 6597 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 SUBTOTAL OF GENERAL LOAD :34297 FIRST 10 KVA OF GENERAL LOAD AT 100% 26997 10000 REMAINDER OF GENERAL LOAD AT 40% 24297 VA x .4 9719 TOTAL NET GENERAL LOAD 19719 4 TON HEAT PUMP#1 28 AMPx 240 VA= 6720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= --- 10 KW ELECTRIC HEAT AT 65% 6500 5 KW ELECTRIC HEAT AT 65% --- � NET GENERAL LOAD p 19719 NET TOTAL HEAT 13220 TOTAL LOAD 32393 CALCULATED LOAD FOR SERVICE 32939 VA/240 V= 138 AMP 200 AMP SERVICE NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. F'R'OVIDE 3 01 CU, 1 #(n GU GND 2" CONDUIT OR PROVIDE 3 #2/0 AL, 1 #4 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE AF30VF= SOFFIT 15) OVERI4ANG.) COMGINATION 5ERVICE 200 AMP DISCONNECT SWITCH ANP 120/240 VOLT ELECTRIC METER IN I PHA5E NEMA 3,R FENCLOSURE MLO M O PANEL 20OAl2 MC5 TEELFPHONF SERVICE ENTRANCE FaUIPNENT INTER5Y5TEM 5 OND INC TERMINAL AT LOW VOLTAGE CONNECTIONS CAF31,F TELEVISION SERVICE ENTRANCE FaUlf-MENT 1 #4 CU 5ERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3), DIA X 8 FT LONCrt COPPER CLAD GROUND ROD i�VI - Ill. r[V14MLV rXCIAUHIY DLVL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774078 wwmabdesigngroup.com AA #: 0003325 E G� lU � w p a iLI z Q O � (K w � z t q U c0 111 c^� U39DI , & L0T.- TUSCA PLACE NORTH LOT #22 PR0JECT 1664.054 MODEL: 2200" GARAGE SWING: LETT PAGE: RST =FLOOR ELECTRICAL =PLAN ARCHITECT STATE OF FLORIDA PRINT DATE: 03/06/12 1 SCALE: 1/4"-1'--0"' SHEET ® 0 F� 9 A R Cit ITEC TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUIBDIV. & LOT: rl"U SCA PLACE NORTH LOT #22 1664.054 MODEL: >'22OO>> GARAC M SWING: LEFT ]PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA ?.012 CANTWELL Na 12079 DATE: 03/06/12 SCAll, :1/413=11-0)31 SHEET � CPq lfl a (� Lu p ►— w z Q q ll�l Q z I7I�II � N � toit) 'Q Q� SUIBDIV. & LOT: rl"U SCA PLACE NORTH LOT #22 1664.054 MODEL: >'22OO>> GARAC M SWING: LEFT ]PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA ?.012 CANTWELL Na 12079 DATE: 03/06/12 SCAll, :1/413=11-0)31 SHEET LEGEND ® SUPPLY AIR P11=FU5ER © RETURN AIR GRILL SIDE-WALL OR I WAY DIFFUSER SOLID LINT== SUPPLY TRUNK – – BROKEN LINE= RETURN TRUNK BALANCING DAMPER OR OBD (� CEILING EXHAUST FAN O/A OUTSIDE AIR (T THERMOSTAT PA55 THROUGH AIR GRILL PT & VERTICAL CHASE SECURE STRAP TO CONC. W/ M -13/1611X2 TAP -CONS CONC. Sl. 1F'50N W5 _L STRAP EQUAL CURE STRAP TO IT UJ/ (2):"&x 1 1/4 SHT MTL 5CREW5 A/C CONNECTION TO F4ED [DETAIL NOTE. ALL HVAC TO HAVE PROVER '__PANS W/DRAINS ATTIC CEILING — 010 � f–LENUM-- iy AIR w °vU RETURN ,l AIR � HANDLE EvAP. TR'AT PLATFOR RETURN EXTERIoR WALL. SUCTION AND LIQUID REFRIGERANT LINES Aux. pra in � ine 3/4" PVC CONDENSATE DRAIN LINE – REFRIGERANT L INES TO CONDENSING UNIT TRAP DRAIN LINE ANF) TERMINATE IN A APROVED DRAIN, A5 PER FLORIDA MECHANICAL BLF)G_ COPE 2001, 301.2.1.1 �V,4C N OTE I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. RFOUIRMENTS. ?. ALL DUCT SYSTEMS INSTALLFP IN NON-CONPITIONI=D ARFA5 60ALL F::�); CONSTRUCTEP OF A VALUE OF NO LESS THEN R-& RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER 2007 FLORIDA MECHANICAL BLDG. CODE SECTION 603 3_ ALL FLEX DUCTS SHALL BE APPROVED UL 1&1 CLA55 1 AIR DUCT AS PER NEPA SOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. 5. ALL FXHAU5T ANP OUTSIDF AIR INLFT DUCTS, SHALL I3F CONSTRUCTI=P OF SMOOTH C341_V, METAL OR OTHER MATERIALS A5 PER 2007 FLORIDA MECHANICAL CODE SECTION 603 (o. ENCLOSED 5UPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCI= TO 2001 FLORIDA MECHANICAL CODE 603d 7. 5ATHROOM5 CONTAINING BATHTUP5, SHOWERS, 3t -A5 AND 51MILAR BATHING FIXTURES SHALL SF MECHANICALLY VENTFP IN ACCORDANCF WITH 200-1 FLORIDA MECHANICAL CODE SECTION 403 0. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDFR-CUT DOORS FOR MAKE-UP AIR TO F5E RETURNED, TO FOUAL AIR FXHAUSTFL). 9. ALL FIRE RATED CEILINGS AND WALL5 5HAHAVE AN APPROVED FIRE OR FIRE/SMOKE DAMP'ER'S LOCATED AT GFILING OR WALL PENETRATION ANP BE 5LFFVED WITH ACCESS 1p00R5 TO RESET pAMPFR ALL. DAMPER SHALL BE INSTALLED TO MFG. RECOMMENDATIONS ANG 2001 FLORIDA MECHANICAL CODE SECTION 60-f 10. GRILLS AND DIFFUS)=R5 SHALL PE PROVIDED WITH SALANCING FDAMFER5. 11. PRYER BOOaTER TO BE A FANTECH DGF BOOSTER FAN OR EQUAL. 6, FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SI>< EL.BOIUS. FIRST FLOG" MECHANICAL ALL BALANCING RETURNS ARE THROUC-;:H WALL 4 OVER DOOR EXCEPT FOR MASTER UEDROOM PLAN SEC10ND FL(__)"'U"R,, MECHANICAL PLAN e Des I n ro u p inc. [1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-407www.abdesigngr0LJp AA #: 0003325 S bf ,S DI Y . 0G aJV 1 : TUS C _A_ PLACE NORTH LOT #22 CTff PROJE 1664,054 MO DEE:: \! X 2 2 2 0 V)) GARAGE SwINCe LEFT PACE: FIRST cle, ECOND FLOOF IEC HANIC AL PLANS a ARCHITECT STATE OF FLORIDA MAR 0 14 201Z 9 ]PRINT DATE: 03/00'/12 1 SCALE: 1/4'a_1,_U» 1 SHEET 10 olEr- w u � � s CA a A ul z I til q a Ju C1 7 `t S bf ,S DI Y . 0G aJV 1 : TUS C _A_ PLACE NORTH LOT #22 CTff PROJE 1664,054 MO DEE:: \! X 2 2 2 0 V)) GARAGE SwINCe LEFT PACE: FIRST cle, ECOND FLOOF IEC HANIC AL PLANS a ARCHITECT STATE OF FLORIDA MAR 0 14 201Z 9 ]PRINT DATE: 03/00'/12 1 SCALE: 1/4'a_1,_U» 1 SHEET 10 olEr- DR HOR'I'ON HOMES SUBDIVISION: LOT BLOCK: ***36" UPPERS *** DOOR STYLE: L= 18 BX PARIS: 1-UF3P 2-UF3WD 3 - BTK8 PRT 4-UM8 BLD 1 - OCM8 BLD 1 - FP4834 PRT I - FL 24 (VOIDS) 4 - CM8 BLD MODEL: 2200 DISCOVERY SERIES PG of 60" W4236 B48 24.DISRW ;r { m B33 B36 ID - 15" W3336 W3024 W3636 STAGGER (a) 96 . dW Q� an d 4 .... W ........ .� mai ��Y.xs1�3� x w w a m y re r e p ll' y �91 .u_W 149„ 5" GARAGE LEFT MARCH 2011 RD - 15" W3924 X 24 DP STAGGER ru). 96" KITCHE14 CABINET LA -YO -(J' --F' tv Go DR HORTON HOMES SUBDIVISION: LOT BLOCK: MODEL: 2200 DISCOVERY SERIES PG of —72' -------------------------------------------- OPT. LAV. VSB6034FI_- OWNER's BATH DOOR STYLE: _ L= 1 BX PARTS: 1-UF3P 1 - BTK8 PRT 1 - UM8 BLD 6011 I.w w v DOOR STYLE: L=1BX PARTS: 1-UF3P 1 - BTK8 PRT 1 - UM8 BLD OWNER BATHZBATH CABINET LAYOUT GARAGE LEFT MARCH 2011 DR HORTON HOMES MODEL: 2200 SUBDIVISION: DISCOVERY SERIES LOT BLOCK: PG of 70" - W3330 I W3330 I I ' 36-WAgHkR 30 -DRYER OPT LAUNDRY UPPERS DOOR STYLE: L=2BX PARTS: 2=UF3P 1 - UM8 BLD GARAGE LEVP MARCH 2011 OPT. LAUNDRY ROOM CABINET LAYOUT A R C H I T E C T S 1 N. "UNALU "UAUAN ULVU LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F o w ua Q Z G z 0 z q U ILL F-; S'U13DIV. do 1.00': rI'USCA PLACE NORTH LOT #22 PROJECT 1664.054 MODEL,-. "2200" +DARAGE SWING: LEFT IPAOE: CABINET LAYOUTS ARCHITECT - STATE OF FLORIDA MAR V 7 2012 PRINT DATE: W -J/06/12 1 SCALE: 1/4"=T_0„ 1 SHEET � � 0lr� 9 4 • '~ ON [ 6 4' CONC., REINF. 141/ 6'x6' •10 � X I OR FIB£R1�E51-1 6 -MIL POLY F1 4' ETHYLFNF VAPOR BARRIER ON a� 8' U,F.LL-COMPACTED CLEAN TERMITE T(1) ATF—VDARSON ICHAIR5 L BE Gt<A- CAt<E THICKEN EDGE SCALE: I/2'=1'-0' m,_ a 4' CONC, REINF. W/ 6'xk+' "10 U)JU"I OR FI5ERT'IESH ON 641IL POLY 4' ,4' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATFMFNT SHALL BE BORA-CARE GARAGE STEP— UP NON—BEARING tJ SCALE: vz"=I'_0' GRADE o .4 • ..� �• — 4' CCNC., REINF. W/ b'xb' "IPJ UM -1 OR FIBERMESH ON (-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE U 4' a' 8' 4' \ TREATEMENT SHALL BE BORA CAIS U 14' ,— •5 REBAR ON CHAIRS 0 0 CONCREII'F' _PAD PSA E, POURED LINTEL DONT. (TYP.) a' CMU FILLHD DELL (TYP.) —2X WALL FRAMING , e4),YXl' AN(- BOLT5 or (4)VXT' J-BPLTB MIN. 5' EMBEDMENT W/ 2'X2'X)/a' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BGND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTA131-E RETROFIT) EXT. /INT. FRAME WALL TO BLOCK WALL CONNECTION 1 J SCALE: I/2'�1'-Q' (1) ►6 REBAR BET IN 5111PSON HIGH STRENGTH EPDXY i' EMBED. MIN. IZ O •' ° °' 0 4' GPNC., REINF. W/ G'xCa' "10 WU.f'1 OR FIBERMESH CN (-MIL POLY ETHYLENE VAPOR BARRIER GN ° •� WFLL-COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE rI'YP. RETROFIT FOR �A OMITTED DOWELS SCALE: 1/2'=I' -(IJ' SECURE k�T- PLATE TO 15LK W/ J' ANCHOR BOLT W/ 2' WASHER SET IN 51MPBON HIGH STRENGTH EPDXY "1' EMBED. MIN. a 32' OC MAX. lU #t, REBAR VERTICALLY W/ GONG, a'— 4' C )NC., PEINF. W! ('xb' 010 WWM OR [ll'S REBAR vERTICALLY W/ GONC. FOUR CELL ,•-- R-43 INSULATION - POUR CELL IFIBERMEW ON (-MIL POLYETHYLENE VAPOR HARRIER ON WELL-CC%MPACTED CLEANTERMITE 41 4 R-4.2 INSULATION z TREATEMENT SHALL BE PARA -CARE r, [2)'3 REBAR ON CHAIRS ,.'(2) TEXTURED FINISH Q w z 5A5E E U s' Ci'lU �. a? o TREATEMENT SHALL BE BORA-CARE 4' CONC., REINF. W/ 6"x(' "1[P Mil OF, ! —1/2' C4Y11. UL. ISD. TREATEMENT SHALL 15E P.ORA-Ci RE 51MPWN HIGH STRENGTH EPDXY 7' FIBEWESN ON h -MIL POLY WOOD BASE •"'•' •'? p ETHYLENE VAPOR BARRIER ON ° —7 ,o•� WELL -COMPACTED CLEAN TERMITE 2—STORY FOOTING a W/ BLOCK � TREATEMENT SHALL BE BORA-CARE &C-41-=: 1/2'=1'-f0' \'— (2) iS REBAR ON CHAIRS U A a. SLAB ASI' GARAGE ! SERVICE ip 6' FIBERMESH ON (P -MIL POLY 4' CONC., REINF. W/ ('x6" "10 WIUM OR.FIBERME5H n1U iq0 ON &->x11L PoL`Y L 2—STORY FOOTING ETHYLENE VAPOR BARRIER GAJWELL-GOl'1PAGTED (8 AT GARAGE WELL -COMPACTED CLEAN TERMITE eCALE: 1/2"=1'-0' °' GLEAN TEF�1ITE CLEANOUT RE6MIREP Hb' rK TREATMENT SHALL B£ HORA-CARE � Q FOR INSPECTION 4' a 41.' U�-- (2) -✓ REBAR ON CHAIR5 (2) +5 REBAR ON CHAIRS I—STORY FOOTING W BLOCK WALL 1 SCALE, 1/2'=1'-0' 4 • '~ ON [ 6 4' CONC., REINF. 141/ 6'x6' •10 � X I OR FIB£R1�E51-1 6 -MIL POLY F1 4' ETHYLFNF VAPOR BARRIER ON a� 8' U,F.LL-COMPACTED CLEAN TERMITE T(1) ATF—VDARSON ICHAIR5 L BE Gt<A- CAt<E THICKEN EDGE SCALE: I/2'=1'-0' m,_ a 4' CONC, REINF. W/ 6'xk+' "10 U)JU"I OR FI5ERT'IESH ON 641IL POLY 4' ,4' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATFMFNT SHALL BE BORA-CARE GARAGE STEP— UP NON—BEARING tJ SCALE: vz"=I'_0' GRADE o .4 • ..� �• — 4' CCNC., REINF. W/ b'xb' "IPJ UM -1 OR FIBERMESH ON (-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE U 4' a' 8' 4' \ TREATEMENT SHALL BE BORA CAIS U 14' ,— •5 REBAR ON CHAIRS 0 0 CONCREII'F' _PAD PSA E, POURED LINTEL DONT. (TYP.) a' CMU FILLHD DELL (TYP.) —2X WALL FRAMING , e4),YXl' AN(- BOLT5 or (4)VXT' J-BPLTB MIN. 5' EMBEDMENT W/ 2'X2'X)/a' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BGND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTA131-E RETROFIT) EXT. /INT. FRAME WALL TO BLOCK WALL CONNECTION 1 J SCALE: I/2'�1'-Q' (1) ►6 REBAR BET IN 5111PSON HIGH STRENGTH EPDXY i' EMBED. MIN. IZ O •' ° °' 0 4' GPNC., REINF. W/ G'xCa' "10 WU.f'1 OR FIBERMESH CN (-MIL POLY ETHYLENE VAPOR BARRIER GN ° •� WFLL-COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE rI'YP. RETROFIT FOR �A OMITTED DOWELS SCALE: 1/2'=I' -(IJ' SECURE k�T- PLATE TO 15LK W/ J' ANCHOR BOLT W/ 2' WASHER SET IN 51MPBON HIGH STRENGTH EPDXY "1' EMBED. MIN. a 32' OC MAX. I—STORY FOOTING AT L. B. W. (WZ UPLIFT [��. SCALE: 1/2'•I'-0' STUD$ 1(' O.C. MAX 5 Ira' A HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAL W/ ANCHOR BOLT W/ 2' WASHER 5ET IN Lu SIMPSON HIGH STRENGTH EPDXY 71' EMBED. MIN. a 32' OC MAX. w a• 4' CONC., REINF. W/ 6'x6' 110 U LM OR FIPEWE5H ON (-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE i� 4' a' 4' 4' TREATEMENT SHALL BE SORA -CART= 11 I 4' �(2) t5 REBAR ON CHAIRS GARAGE STEP— UP 1—STORY L.B.W. SCALE: Irl'.l'-0' I' R£CE65 FOR Sfa C1. TRACK FINISH FLOOR 1 G SLAB AT S. G. D. SCALE:I'=1'-0' - —CAULK AND SEAL f�[I --GAS LINE PVC SLEEVE FOR GA3 LINE -8' CMU 1/2' DRYWALL --WOOD BASE SECURE ST. PLATF TO 61-Ak3 W/ i' ANCHOR BOLT W/ 2' WASHER SET IN SIMP80N HIGH 5TRFNGTH EPDXY l' EMSEP. MIN. m 32' Oc MAX. 4 ° af4. GONG, REINF. W/ b'x6' "10 ULM OR lk BERME$H ON (a -MIL POLY HYLENE VAPOR BARRIER ON LL -COMPACTED CLEAN TERMITE 4' 1'-[AEATEMENT SHALL eF SORA -CARE ) "5 REBAR ON CHAIR& 2—STORY FOOTING (2k---Sc,Al_r=. AT L. B. W. 1/2'=V-0, 6 Ira" 0 HEAP OF GARAGE VARIFS WITH 8LOPE SECURE BT. PLATE TO SLAB W/ ANCHOR 501-T W/ 2' WASHER SET IN 51NPSON HIGH STRENGTH EPDXY T' EMBED. MIN. A 32' OC MAX. ' ' 4' CONC, REINF. W/ 6'x6' "IkJ WWM OR FIk3ERME5H ON 6 -MIL POLY z W� ETHYLENE VAPOR BARRIER CN z > 4' 4 ` WELL -COMPACTED GLEAN TERMITE in O 4' b' 6' TREATEMENT SHALL BE SORA -CARE I' -a' (3)'S REBAR ON CHAIRS GARAGE STEP—UP 10 2—STORY L.B.W. 3CASL 1/2'=I'-sa' RECESS FOR l _m' GARAGE POOR 4' CONC., REINF. W/ ('x6' 110 UAUM OR FIMFRM£6H ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN Ti=RMITE TREATEMENT SHALL BE BORA-CARIE (U "5 REDAR ON CHAIRS GARAGE DOOR FOOTING SECURE f3T. PLATE TO SLAG W/ 10c1 CUT NAILS/ t,IABONRf NAIL * 32' P.C. MAX v a'— 4' C )NC., PEINF. W! ('xb' 010 WWM OR [ll'S REBAR vERTICALLY W/ GONC. FOUR CELL ,•-- R-43 INSULATION FIBERME9H ON 6 -MIL POLY Z IVu IFIBERMEW ON (-MIL POLYETHYLENE VAPOR HARRIER ON WELL-CC%MPACTED CLEANTERMITE 41 4 11. ' TREATEMENT SHALL BE PARA -CARE r, [2)'3 REBAR ON CHAIRS ,.'(2) 1/2' GYP. WL_ PD. MJ REHAR ON CHAIRS I—STORY FOOTING AT L. B. W. (WZ UPLIFT [��. SCALE: 1/2'•I'-0' STUD$ 1(' O.C. MAX 5 Ira' A HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAL W/ ANCHOR BOLT W/ 2' WASHER 5ET IN Lu SIMPSON HIGH STRENGTH EPDXY 71' EMBED. MIN. a 32' OC MAX. w a• 4' CONC., REINF. W/ 6'x6' 110 U LM OR FIPEWE5H ON (-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE i� 4' a' 4' 4' TREATEMENT SHALL BE SORA -CART= 11 I 4' �(2) t5 REBAR ON CHAIRS GARAGE STEP— UP 1—STORY L.B.W. SCALE: Irl'.l'-0' I' R£CE65 FOR Sfa C1. TRACK FINISH FLOOR 1 G SLAB AT S. G. D. SCALE:I'=1'-0' - —CAULK AND SEAL f�[I --GAS LINE PVC SLEEVE FOR GA3 LINE -8' CMU 1/2' DRYWALL --WOOD BASE SECURE ST. PLATF TO 61-Ak3 W/ i' ANCHOR BOLT W/ 2' WASHER SET IN SIMP80N HIGH 5TRFNGTH EPDXY l' EMSEP. MIN. m 32' Oc MAX. 4 ° af4. GONG, REINF. W/ b'x6' "10 ULM OR lk BERME$H ON (a -MIL POLY HYLENE VAPOR BARRIER ON LL -COMPACTED CLEAN TERMITE 4' 1'-[AEATEMENT SHALL eF SORA -CARE ) "5 REBAR ON CHAIR& 2—STORY FOOTING (2k---Sc,Al_r=. AT L. B. W. 1/2'=V-0, 6 Ira" 0 HEAP OF GARAGE VARIFS WITH 8LOPE SECURE BT. PLATE TO SLAB W/ ANCHOR 501-T W/ 2' WASHER SET IN 51NPSON HIGH STRENGTH EPDXY T' EMBED. MIN. A 32' OC MAX. ' ' 4' CONC, REINF. W/ 6'x6' "IkJ WWM OR FIk3ERME5H ON 6 -MIL POLY z W� ETHYLENE VAPOR BARRIER CN z > 4' 4 ` WELL -COMPACTED GLEAN TERMITE in O 4' b' 6' TREATEMENT SHALL BE SORA -CARE I' -a' (3)'S REBAR ON CHAIRS GARAGE STEP—UP 10 2—STORY L.B.W. 3CASL 1/2'=I'-sa' RECESS FOR l _m' GARAGE POOR 4' CONC., REINF. W/ ('x6' 110 UAUM OR FIMFRM£6H ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN Ti=RMITE TREATEMENT SHALL BE BORA-CARIE (U "5 REDAR ON CHAIRS GARAGE DOOR FOOTING SECURE f3T. PLATE TO SLAG W/ 10c1 CUT NAILS/ t,IABONRf NAIL * 32' P.C. MAX v 4' GONG, REINF. W/ 6'x6' 110 WW l OR [ll'S REBAR vERTICALLY W/ GONC. FOUR CELL ,•-- R-43 INSULATION FIBERME9H ON 6 -MIL POLY Z IVu ETHYLENE VAPOR BARRIER ON J WELL -COMPACTED GLEAN TERMITE m TREATEMENT SHALL BF fFORA-CARE ' 4' a' 4' r, [2)'3 REBAR ON CHAIRS 1—STORY FOOTING � ASI' L.B. W. W NO—UPLIFT SCALE: Irl"•I'-0' EXTENPEP SLAB 11/2' GURS HFIGHT VARIES [ll'S REBAR vERTICALLY W/ GONC. FOUR CELL ,•-- R-43 INSULATION z _-1/2' RECESS FOR SERVICE ISR FIBERMESH ON (P -MIL POLY TEXTURI;P FINISH q 5TUP5 1(" O.C. MAX ' a' CMU r, 1/2' GYP. WL. BD. .49 1/2' GYP. WL_ PD. OECURE BT. PLATE TO SLK W! " WOOF? BASE z 5A5E E U SECURE BT. PLATE TO SLK W/ �. a? o TREATEMENT SHALL BE BORA-CARE 4' CONC., REINF. W/ 6"x(' "1[P Mil OF, ! TREATEMENT SHALL 15E P.ORA-Ci RE 51MPWN HIGH STRENGTH EPDXY 7' FIBEWESN ON h -MIL POLY EMBED. MIN. W 32" oG MAX. •"'•' •'? p ETHYLENE VAPOR BARRIER ON ° —7 ,o•� WELL -COMPACTED CLEAN TERMITE 2—STORY FOOTING a W/ BLOCK � TREATEMENT SHALL BE BORA-CARE &C-41-=: 1/2'=1'-f0' \'— (2) iS REBAR ON CHAIRS U A a. SLAB ASI' GARAGE ! SERVICE DOOR 6' FIBERMESH ON (P -MIL POLY (��SHOWER RECESS FOOTER 1'=1'-0' �w r5 REB>4R VERTICALLY W/ cONc, POUR CELL �--CURB HEIGHT VARIES • q. �p , —4' CONC., REINF. W/ ("x(' "10 WWM OR FIBEWESH ON (-MIL POLY ETHYLENE VAPOR BARRIER ON a ' • WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE k4C1RA-DARE (2) +B RE13AR ON CHAIRS 1—STORY FOOTING \ `)' AT GARAGE TEXTURED FINISH [ll'S REBAR vERTICALLY W/ GONC. FOUR CELL ,•-- R-43 INSULATION z '--R-11 INSULATION MIN. FIBERMESH ON (P -MIL POLY TEXTURI;P FINISH q 5TUP5 1(" O.C. MAX ' a' CMU r, 1/2' GYP. WL. BD. .49 1/2' GYP. WL_ PD. OECURE BT. PLATE TO SLK W! " WOOF? BASE z 5A5E E U SECURE BT. PLATE TO SLK W/ �. a? o TREATEMENT SHALL BE BORA-CARE ANCHOR BOLT W/ 2' WASHER 5ET IN TREATEMENT SHALL 15E P.ORA-Ci RE 51MPWN HIGH STRENGTH EPDXY 7' o EMBED. MIN. W 32" oG MAX. 6' 4 ° —7 2—STORY FOOTING a W/ BLOCK � c &C-41-=: 1/2'=1'-f0' •a A a. , 'Aa • 4' CONC,, REIN. W/ 6'96' •UA U•Ud-1 OR ! O 4' [o' 6' FIBERMESH ON (P -MIL POLY n1U iq0 ETHYLENE VAPOR BARRIER ON L 2—STORY FOOTING (8 AT GARAGE WELL -COMPACTED CLEAN TERMITE eCALE: 1/2"=1'-0' °' CLEANOUT RE6MIREP TREATEMENT SHALL BE �A-CARF rK � � Q FOR INSPECTION 4' a 41.' i-- (2) +5 REBAR ON CHAIRS 1—STORY FOO`T'ING W FRAME WALL r-, � J SCALE: Ira' a I' -[D' �w r5 REB>4R VERTICALLY W/ cONc, POUR CELL �--CURB HEIGHT VARIES • q. �p , —4' CONC., REINF. W/ ("x(' "10 WWM OR FIBEWESH ON (-MIL POLY ETHYLENE VAPOR BARRIER ON a ' • WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE k4C1RA-DARE (2) +B RE13AR ON CHAIRS 1—STORY FOOTING \ `)' AT GARAGE TIF VERTICAL REBAR TO HORIZONTAL REBAR W/ a' NOOK GROUTED BOND BEAM v v' ,a '• ,; '• ELEV. - Ca AS 2_ST i�EBAR ON CHAIRS �� 23) TORT LINE `I'I IRU BLOCK l\ `GALE: 1'=1'-0' (3) T,REHAR ON CHAIRS - (1) -- REBAR VERTICALLY W/ CC;NC. POUR CELL �R-42 INSULATIOI\I ° ' CMU 1/2' GYP. WL. BP. WOOD BABE —CLEANOUT REGMIRE F_ (L u1 4' CONC., REIN6 F- W! "x6' •I0 iWJTI M OR d ° D FOR INSPECON '• ; a Q FIF_5FF IE5H ON 6 -MIL POLY • 4••.v ETHYLENE VAPOR BARRIER ON t a I U WELL -COMPACTED CLEAN TERMITE ° TREATED FILL OL a 0'-0FIN. FLR. (2) 15 REBAR A 1-5TORY o. ' (3) +5 REBAR 2 -STORY z , na :' , .v' TIE VERTICAL REBAR [V'5 VFRT. DOWEL q .n LAPPED W/ BOND SEAM �p 6' PVC CHASE THRI FOOTING e ' n . ' c . ° • TO HORIZONTAL a R£k3AR W/ a' HOOK OUT5IDE REBAR TO BE (1)'5 Ri=BAR AT CORNERS - o q CONTINUOUSW/ 2A� 5' LAP MIN. q 'v •>., � • Lu ' —1-5TORY a ( , 0 4" Et' 4' (2)'6 REBAR ON CHAIRS m 1• 4 i:, U P-4' 2-6TORY (3) "s Ri 13AR ON CHAIR8 2'-1' MIN- LAP PIPE THROUGH TYP. REBAR LAP 1—STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING r6 AT LINTEL CORNERS W BLOCK WALL E REINFORCING SCALE: Ira'=1'-0' \ SCALE: Ira"=1'-0' SCALE: I/2' = I' -PJ' SCALE: 1/2' =1'-01 T E R I (D�� E 0 0 '7C" 1E I_• S .A rr F I kq I S I—I S' L A E' ]� 1 �I I IST . "1 L _u7L` f I S �C' T F ID TEXTURED FINISH [ll'S REBAR vERTICALLY W/ GONC. FOUR CELL ,•-- R-43 INSULATION z ' FIBERMESH ON (P -MIL POLY TEXTURI;P FINISH q A ' a' CMU r, WOOD BASE .49 1/2' GYP. WL_ PD. OECURE BT. PLATE TO SLK W! " U WELL-COMPACTED 5A5E TIF VERTICAL REBAR TO HORIZONTAL REBAR W/ a' NOOK GROUTED BOND BEAM v v' ,a '• ,; '• ELEV. - Ca AS 2_ST i�EBAR ON CHAIRS �� 23) TORT LINE `I'I IRU BLOCK l\ `GALE: 1'=1'-0' (3) T,REHAR ON CHAIRS - (1) -- REBAR VERTICALLY W/ CC;NC. POUR CELL �R-42 INSULATIOI\I ° ' CMU 1/2' GYP. WL. BP. WOOD BABE —CLEANOUT REGMIRE F_ (L u1 4' CONC., REIN6 F- W! "x6' •I0 iWJTI M OR d ° D FOR INSPECON '• ; a Q FIF_5FF IE5H ON 6 -MIL POLY • 4••.v ETHYLENE VAPOR BARRIER ON t a I U WELL -COMPACTED CLEAN TERMITE ° TREATED FILL OL a 0'-0FIN. FLR. (2) 15 REBAR A 1-5TORY o. ' (3) +5 REBAR 2 -STORY z , na :' , .v' TIE VERTICAL REBAR [V'5 VFRT. DOWEL q .n LAPPED W/ BOND SEAM �p 6' PVC CHASE THRI FOOTING e ' n . ' c . ° • TO HORIZONTAL a R£k3AR W/ a' HOOK OUT5IDE REBAR TO BE (1)'5 Ri=BAR AT CORNERS - o q CONTINUOUSW/ 2A� 5' LAP MIN. q 'v •>., � • Lu ' —1-5TORY a ( , 0 4" Et' 4' (2)'6 REBAR ON CHAIRS m 1• 4 i:, U P-4' 2-6TORY (3) "s Ri 13AR ON CHAIR8 2'-1' MIN- LAP PIPE THROUGH TYP. REBAR LAP 1—STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING r6 AT LINTEL CORNERS W BLOCK WALL E REINFORCING SCALE: Ira'=1'-0' \ SCALE: Ira"=1'-0' SCALE: I/2' = I' -PJ' SCALE: 1/2' =1'-01 T E R I (D�� E 0 0 '7C" 1E I_• S .A rr F I kq I S I—I S' L A E' ]� 1 �I I IST . "1 L _u7L` f I S �C' T F ID TEXTURED FINISH 4' CONIC., REINF- W/ h'> ib' 1110 WWM OR R -Il INSULATION MIN. ' FIBERMESH ON (P -MIL POLY — 4' CONC., REINF. W/ 6'x6' 110 WWM OR ! ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT 6HALL BE FORA -CARE ' FIBERMESH ON 6 -MIL POLY TIE VERTICAL REBAR WOOD BASE .49 ETHYLENE VAPOR BARRIER ON CLEAN TERMITE OECURE BT. PLATE TO SLK W! " �y WELL-COMPACTED ANCHOR 1301-T W! 2" WA 5HER 5ET IN E U % 51MP5ON HIGH STRENGTH EPDXY l' a? o TREATEMENT SHALL BE BORA-CARE EMBED. MIN. A 32'00 MAX. TREATEMENT SHALL 15E P.ORA-Ci RE (3)'S REBAR ON CHAIRS LiJ 6' 4 2—STORY FOOTING a W/ BLOCK WALL c &C-41-=: 1/2'=1'-f0' TIF VERTICAL REBAR TO HORIZONTAL REBAR W/ a' NOOK GROUTED BOND BEAM v v' ,a '• ,; '• ELEV. - Ca AS 2_ST i�EBAR ON CHAIRS �� 23) TORT LINE `I'I IRU BLOCK l\ `GALE: 1'=1'-0' (3) T,REHAR ON CHAIRS - (1) -- REBAR VERTICALLY W/ CC;NC. POUR CELL �R-42 INSULATIOI\I ° ' CMU 1/2' GYP. WL. BP. WOOD BABE —CLEANOUT REGMIRE F_ (L u1 4' CONC., REIN6 F- W! "x6' •I0 iWJTI M OR d ° D FOR INSPECON '• ; a Q FIF_5FF IE5H ON 6 -MIL POLY • 4••.v ETHYLENE VAPOR BARRIER ON t a I U WELL -COMPACTED CLEAN TERMITE ° TREATED FILL OL a 0'-0FIN. FLR. (2) 15 REBAR A 1-5TORY o. ' (3) +5 REBAR 2 -STORY z , na :' , .v' TIE VERTICAL REBAR [V'5 VFRT. DOWEL q .n LAPPED W/ BOND SEAM �p 6' PVC CHASE THRI FOOTING e ' n . ' c . ° • TO HORIZONTAL a R£k3AR W/ a' HOOK OUT5IDE REBAR TO BE (1)'5 Ri=BAR AT CORNERS - o q CONTINUOUSW/ 2A� 5' LAP MIN. q 'v •>., � • Lu ' —1-5TORY a ( , 0 4" Et' 4' (2)'6 REBAR ON CHAIRS m 1• 4 i:, U P-4' 2-6TORY (3) "s Ri 13AR ON CHAIR8 2'-1' MIN- LAP PIPE THROUGH TYP. REBAR LAP 1—STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING r6 AT LINTEL CORNERS W BLOCK WALL E REINFORCING SCALE: Ira'=1'-0' \ SCALE: Ira"=1'-0' SCALE: I/2' = I' -PJ' SCALE: 1/2' =1'-01 T E R I (D�� E 0 0 '7C" 1E I_• S .A rr F I kq I S I—I S' L A E' ]� 1 �I I IST . "1 L _u7L` f I S �C' T F ID 2—STORY FOOTING JAW FRAME WALL TEXTURED FINISH 4' CONIC., REINF- W/ h'> ib' 1110 WWM OR R -Il INSULATION MIN. ' FIBERMESH ON (P -MIL POLY 9TUG'5 V0 C. MAX ° ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT 6HALL BE FORA -CARE I/2' GYP. WL. 5D. TIE VERTICAL REBAR WOOD BASE L� lu OECURE BT. PLATE TO SLK W! " �y z Ll ANCHOR 1301-T W! 2" WA 5HER 5ET IN E U % 51MP5ON HIGH STRENGTH EPDXY l' a? o O EMBED. MIN. A 32'00 MAX. 2—STORY FOOTING JAW FRAME WALL • °. 4' CONIC., REINF- W/ h'> ib' 1110 WWM OR VARIES PER ELEV. ' FIBERMESH ON (P -MIL POLY ° ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT 6HALL BE FORA -CARE Z TIE VERTICAL REBAR CURB HEIGHT VARIES [3) ft� REBAR ON CHAIRS lu 4' CONC., fir= INF. W! &'xb' 90 UM i OR 4' 2—STORY FOOTING JAW FRAME WALL 14 NOT -USED_ (1) 15 REBAR YERiICAI VARIES PER ELEV. W/ GONG. POUR CELL V CMU Z TIE VERTICAL REBAR CURB HEIGHT VARIES JL � lu 4' CONC., fir= INF. W! &'xb' 90 UM i OR r z Ll FIBERME5H ON /o -MIL POLY REBAR W/ a' HOOK ETHYLENE VAPOR 13ARRIFR ON O WELL -COMPACTED CLEAN TEIRMITE I TREATEMENT SHALL 15E P.ORA-Ci RE LiJ (3) 45 REBAR ON CHAIRS —GRGtITEP BOND BEAM V v q Fu O 4' [o' 6' 4' n1U iq0 2—STORY FOOTING (8 AT GARAGE U eCALE: 1/2"=1'-0' 14 NOT -USED_ HORIZONTAL/VERTICAL REINFORCING AT BEARING CHANGE SCALE: 1/2'=1'-fiJ' A R C H I T E C T S k 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 GROUTED BOPIP BEAM VARIES PER ELEV. TIE VERTICAL REBAR i TO HORZCNTAL 4. REBAR W/ a' HOOK VARIES PER ELEV. LiJ —GRGtITEP BOND BEAM V v q a, T lL U °' CLEANOUT RE6MIREP � � Q FOR INSPECTION i-- � ° a 0'-0' FIN. FLR. s4Q TI£ VERTICAL REBAR V° '° $ o . To HORIZONTAL a • REBAR W/ a' HOOK [1! Q L IA F� O U HORIZONTAL/VERTICAL REINFORCING AT BEARING CHANGE SCALE: 1/2'=1'-fiJ' A R C H I T E C T S k 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUDDIV. & IST: TUSCA PLACE NORTH LOT #22 'PROJEC.Tw 1664, 054 MODEL.- ))2200" GAPLAGE SWING: LEFT ]PAGE: MO NO LITHIC F'O UND.ATIO N DETAILS/ SEC;TI0 S 111114 ARCHITECT= -qTATE OF FLORIDA @aa -/'j %1nq, CANTWELL ILIO 12079 P'RIN'T' DATE: 033/06 / 12 SCAMM.- 1/4"=V-0" SHEET D I LiJ U c�) � � Q i-- � QILI [1! Q L IA cv ASQ SUDDIV. & IST: TUSCA PLACE NORTH LOT #22 'PROJEC.Tw 1664, 054 MODEL.- ))2200" GAPLAGE SWING: LEFT ]PAGE: MO NO LITHIC F'O UND.ATIO N DETAILS/ SEC;TI0 S 111114 ARCHITECT= -qTATE OF FLORIDA @aa -/'j %1nq, CANTWELL ILIO 12079 P'RIN'T' DATE: 033/06 / 12 SCAMM.- 1/4"=V-0" SHEET D I PANEL ANCHOR SEALANT 4 SEALANT 3/8" -EXPANSION STRIP--- _ � Q FREE OF MORTAR PANEL-.. ANCHOR WALL- FRAME SHOWN HERE FOR ILLUSTRATIVE PURP05E51�` ONLY, WALL FRAMING CAN 5E _. CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL 5URROUND PANEL. ANCHOR STYLE CONSTRUCTION SECURE 2x6 MIN. TO f5LK W/ (2))/2' ANCHOR BOLT W/ 2' WASHER SET IN 51MP5ON HIGH STRENGTH EPDXY 4' EMBED. � f I lool� Fol SECURF 2x4 ON FLAT TO BLK W/ CUT NAILS. 2X6 GARAGE DOOR BUCK W/ (3) J�'Xa' J-50LT5 4' EI'15FDMENT MIN. W/ 2'X2'XYa WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR- IN JOINTS PRIOR TO FILLING_ I -2X6 PT F31--OGK tv CENTER OF DOOR HEADER W/(I))�'XV J-50LT5 4" EMIDEDMENT W/ 2'X2"X)'a' UJA5HER AND NUT GARAGE DOOR BUCK ATTACHMENT SCALE: I/2' =1' -ID" NOT US F'D no R LINTEL PLATE — 3/a" EXPANSION STRIP FREE OF MORTAR LINTEL / SEALANT TO BE MIN. 1/2' DEEP NOTE —EXPANSION STRIP PANEL ANCHOR A`—GLASS BLOCK NOTE: THIS DIMEN5I0N IS DETERMINED 5Y THE ANTICIPATED DEI -LECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING 1@ EVERT OTHER SED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACRO55 EXPANSION JOINTS �/ GLA55 �LOGK POSITION (2) 1-1/4" 5-4 HEX WASHER HEAD WITH ANTI-CORR05IVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE TYPE 5 OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL REINFORCING MORTAR_ ASP+ SAL T EMU1..51ON —1-3/4" X 20 GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2x4 SECURED TO GA51-E 1=NP W/(2)12d,QEA. UPRIGHT 2X4 SECURED TO GABLE ENG W/(2)124 O.G. —L -30,u GABLE BLOCKING TRU55 `-- 2x4 BLOCKING �P EA. RAFTER L-30 EA. RAFTER H2.5 EA. RAI=TER 2x4 RAFTER 1@ 2 4' O.G. 2x4 FRAMING (TYP) j FRAMED OVERHANG L� N.T.5. 2X4 DBL TOP PLATE �— 2x4 METAL 5TUD 24' O.G. 1/2" DRY WALL 2X4 16' D.C. MAX --2X4 PT. 5T. PLATE — 112' A.5 W/ MIN. -T'EI"15EDMENT 2' DIA. W4544ER 32' O.G. MAX #5 REl AR CONT. n� WOOD FRAME TO BLK. Ce� PLA VIEW SCALE: 1/2,4-0, I'-0' SPARK ARREST PER MANUFACTURER IX2 PT. TOP OF E30X P51_ TOP PLATE — 2X4 STUD TEXTURED FINISH OVER - PAPER E3ACK EXP. MET, LATH. W/ ON o.5.5. 5HEATHING oR" CDX PLYWOOD PRE. ENG. TRUSS 51MP5ON H-5 (MIN.) V 2X4 TO TRU55 PRE. ENG. TRU56 5P4 OR H-5 TOP PLATE TO $TUBS '-0" A5V. 10'-0' LEVEL TO ROOF )R 2'-0' ABY. HIGHE5T RIDGE WITHIN IID' -0' 2A SIMPSON H-5 (MIN.) B 2X4 TO TRU55 1- CHIMNEY DETAILS SCALE: 1/2' = I'-0' PRI; -ENG TRUSSES W/ TRU55 CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE: CRfPPLE STUD5 w 16' O.C. MAX 51MP50N L$TA-12 to EA, JACK STUD, BOTH 5[PE5 OF OPENING. 2x 6TUD5 Q 16" O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN �' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING 5TUD5 (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD A55E1" 113LY TO ESE SECURED ONE PLY m A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE: THAN 12' O.C. STAGGERED 5P4 OR H5 f� TOP AND BOTTOM PI-ATE5 ,w EA. FULL LENGTH STUD, BOTH $IDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT 5REAK I'-4' MIN. FROH 2ND FL LINE TYP. EXTERIOR WINDOW/ rr—,` DOOR OPENING WD FRAMED NAIL—INCA SCZHEC::)UL_E ROOF DIAPHRAGM U5E 111((' 0.5.5. OR 1/2" CDX PLY WITH «a RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND $0 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE 5UPPORT6. 51=E pETAIL. ROOF 5HEATHING TO GABLE END FRAME USE 110 GUN NAIL$ -4 4' O.C. EXTERIOR SHEATHING USE x/16" 0.513. OR 1/2" PLY WITH +'S RING SHANK GUN NAILS AT / " P.C. AT PANEL SIDES AND 05 RING SHANK GUN NAIL5 4" O.G. TOP 4 BOTTOM PANE. AND #a RING SHANK GUN NAILS AT 6' D.C. AT INTERMEDIATE SUPPORTS. 5EE DETAIL. NOTE: }SING SHANK GUN NAIL5 SHALL BE PERMITTED A5 AN ACCEPTA5LE FA5TENER FROM ANY MANUFACTURER. NAIL Rr=QU1F;; 1E ENT SIZE HFAD LENGTH DfA. TENSILE STR 8d ROUNIDMODIFIED 17/8' .IIS 110,000) ENO AND 15' O.G, MAX OR T SPACING. 0.58. SHEATHING~ OR—"' led ROUND,MODIFIED 2 I/8' 128 I10,0010 OR T 1 1 TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS TO 5E MFG. 5Y MEMBER OF INT. RAFTER DR TRUSS STAPLE, NAIL 4 TOOL A55OCIATIoN I. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2 RING DIAMETER OF 0012 OVER SHANK DIAMETER 3. 1�0 TO 20 RINGS PER INCH 4 02a0 INCH FULL ROUND HEAD DIAMETER 5.2 INCH NAIL LENGTH F'OOF SHEATHING -i LAYOUT 4ND ENE lW,4LL 5F ACING; FOR Ci,45LE ENE) Ff;; 4A�`1INCi BUILDING LENGTH <t a 0 zm 0 %5 lu e Gz y� /jam SECURE 2x TO 131-00K/ W/ (2) &" TAPCON5 OR DRIVE PIN 7— (MIN SHANK SIZE .145) (MIN EMBED. 1") a WITHIN a' OF EACH PRECAST L ENO AND 15' O.G, MAX m SPACING. 0.58. SHEATHING~ OR—"' ' CDX PLYWOOD ROUGH OPENING UP To V-ol 9- 1 1 �u FEGA&T SILL R P I f- BUILDING LENGTH <t a 0 zm 0 %5 lu e Gz y� /jam SECURE 2x TO 131-00K/ W/ (2) &" TAPCON5 OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1") a WITHIN a' OF EACH ENO AND 15' O.G, MAX m SPACING. 0.58. SHEATHING~ OR—"' ' CDX PLYWOOD -2x4 BLOCKS, , CMU WALL ARCH WINDOW FRAME SECTION SCALE: 1/2'4-0' NOTE. TYP. EXT. 5HEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (0.5.5. TO ESE 5TRUGTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT .9 OPENINGS 48 RING SHANK GUN NAILS * w o.c. TOP 4 BOTTOM E11GE8 a PRE TRUe MT5- 7/16 2X4 E3TM. PLA' MT5- 32" G TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16" O.G. 1/1o' 1/2" A.B. W/ MIN. 7' EMi3EDMENT LOCATE (o'-5' FROM ENDS AND 32" O.C. MAX. TEXTURED FINISH META -16 8" CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 1/2'=1'-0' 2X4X4' SECURE TO TRUSS W/ 3-12d 0'-V P.G. MAX TYP. 2X4 SECURE TO 2X4 5LK W/2 -12d - SECURE TO 5LK W/ META -16 2'— 0" EXT: SCALE: I/2"= I'-0' —Oa RING SHANK GUN NAILS 6' O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.5.5. TO 5E STRUCTURAL GRAPE) COe, 2' DECK SCREWS A O.G. MAX -a EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G SU5-FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS CE DR. PRE -ENG. TRU55 --'` D5L. 2X TOP PLATE c F- "1/16' 2X E3LOGKING � �r� ' TOP OF 2X 5TUD6 16" O.G. 2X 5TH. PLATE— _ X 3/4' FLOOR DECKING — - PRE- ENGINEERED - FLOOR TRU55 2X4 a TOP 4 50TTOM CONT. HETA-16 5LK. WALL G CONTINUOUS 5HEATHING TO BEGIN AT TOP OF RLk W/ 1/4' GAP FROM 5LK. TO 0.5.13. (� HORIZONTAL 2X 5.P.F. STRUCTURAL 13LOGKING AT PERIMETER OF 0.5.13, TO PROVIDE CONT. NAIL PAI, 3 REMAINING AREA TO BE SHEATHED FROM DSL. T( PLATE TO HORIZONTAL 5LOCKING. 04 5HEATHING -4 TOP OF WOOD FRAMED WALL TO B STAGGERED MIN. OF 16' FROM SHEET 5ELOW ('] INSTALL ALL 5HEET5 W/FACE GRAIN PARALLEL TO STUDS EXT. WALL 5HEATHING I JI SCALE: 1/2' = r -ID' eeeee� � 'RC x I E rs 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 81T3191XIV. �k WT; TUSCA PLACE NORTH LT #_'2 F'ROJE�T 1664.054 MO ISE I=.-. 2200 GARAGE SWING; LEFT F'ACaE; MISC. DETAILS ARCHITECT: STATE OF FLORIDA 0 7 2012 '04 .�AltifFWANTWE��AF 1079 IPRINT DATE; 03/06/12 SHEET D2o1 oe �u f- 4 0 U w JJU Q i �? v z - 0 Q Uzi � z z z u u � j Cv 81T3191XIV. �k WT; TUSCA PLACE NORTH LT #_'2 F'ROJE�T 1664.054 MO ISE I=.-. 2200 GARAGE SWING; LEFT F'ACaE; MISC. DETAILS ARCHITECT: STATE OF FLORIDA 0 7 2012 '04 .�AltifFWANTWE��AF 1079 IPRINT DATE; 03/06/12 SHEET D2o1 FIBERGLA5S SHINGLES OVER 1115 FELT PAPER ON 1�" O_S_B. SHEATHING OR 2" CDX PLYWOOD SECURED PER NAILING SCHEDULE PRE -ENC-r TRUSS MTL. DRIP EDGE 2x4 SUB -BAND VENTED ALUM. SOFFIT EMBED, STRAW VERIFY ill/ TRUSS PLAN 5/,," THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY We GC SEE ENERGY CODE FORMS -OR INSULATION R -VALUES. GYPSUM BOARD OR 2" HIGH ITRENGTH CLC:;. BOARD 'ONC. FILLED LINTEL 8LK J/ (1) 4'5 REBAR CONTINUOUS 'RECAST LINTEL 4.2 BATT. IN5UL. IINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (0:15 RE5AR VERTICALLY W1 CONC. POUR CELL lx2 P.T. FURRING STRIPS 1(" O.G. 8" CMU 1/2" Gi'P. Wl_- BD. WOOD LASE I- Sr�'ORY B LCA C K WAL L SCALE: 3/4"=I'-0" -"/16" C.5.f3. OR 2" GD>X -YVEK BUILDING WRAF -ORTIFIBER F5LDG PAPER �ALV'D NTL. LATH I/b" TEXTURED 'INISH -) WooD la" TO �/a" M I F-) WALL JEEP SCREED 7 0C a" CMU TEXTURED FIN15H Q MA�50NR 1' WEEP SCREED DETAIL WOOD TO ,BSL OC_1K C0ISTNECTION SCALE: 1 1/2"=1'-0" FIBERGLASS 5HINGLE5 OVER #15 FELT PAPER ON I" O.5_B. SHEATHING OR 2" CDX PLYWOOD SECURED PER NAILING SCHEDULE P.T. 1x2 W1 MTL. DRIP EDGE 2x4 5UB-!F4NS ALUM. 5OFF I T 5TIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG, FOR 51ZE 4 CONDITION.) 10.5.8. 5HEATHING OR 2° CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 1/0" THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER JUi" IBOTEX GRADE "D II PAPER OVER TYVEK �3UILDING 1.1.1RAP (REFER TO STUCCO SPECS FOR COMPLETEdtFp (SEE DETAIL 2) SECURE GABLE TO 2x& P.T. PLATE W1 126'S 8" O.G. MAX SECURE 2x& PT. PLATE TO BLK W1 211xg" ANCHOR BOLT W1 2" WASHER 5ET IN 6IMP50N HIGH STRENGTH EPDXY I" EMF E1). MIN. � 32" OG MAX. 5/a'I THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY II - S' CMU )Z' DRYWALL I'X4' OR I'X2" P.T. NAILER 1x4 P.T. OR 5/4'X4" MIN. SECURE THRU FRAME 4 EXTEND I Y4' INTO BLOCK W/ 3f6' TAPCON, OR DRIVE PIN (MIN. 5HANK 51ZE .145 MIN. HEAD SIZE .300 MIN. EM5EDMENT I -Y4' WITHIN 5' OF EACH END 4 la' P.C. MAX SPACING -DOOR CASING -DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURE5 DETAILS. NOTE: SHIM AS NEEDED TO PLUMB+ JAMB (DO NOT EXCEED )/4") DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3/4 OR +5/4 2X4: SECUizE TO BLOCK W/ 3f6' TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') WITHIN 5' OF EACH END 4 - 15' O.G. MAX SPACING. 2X6: SECURE TO BLOCK W/2-)(6' TAPCON$ OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Yd') WITHIN 5' OF EACH END 4 15' O.C. MAX SPACING. 2X5: SECURF TO BLOCK W/2-3(6' TAPCON5 OR DRIVE PIN (MIN. SHANK 517E .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y.j') WITHIN 5' OF EACH END 15' O.C. MAX SPACING. SCALE: L■J a' CMU ij' DRYWALL I'X4' OR 1'X2' P.T. NAILER DOOR CASING POOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURE5 DETAIL5. NOTE: 5HIM A5 NEEDED TO PLUMES JAMS (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1/2" I- STORY GABLE (A IDBLOCK WALL SCALE: 3/4"=I' -O" 2x4: SECURE TO BLOCK W/ TAPCON5 OR DRIVE PIN (MIN. SHANK 51ZE .14D MIN. HEAD 51ZE 300 MIN. E11E3EDMENT 04") WITHIN a' OF EACH ENI le, O.C. NAX SPACING. 2X(o: SECURE TO DLOGK W/ TAPCON5 OR DRIVE F (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') WITHIN 5' OF EACH ENI 15' O.C. MAX 5PAC INC. 2XS: SECURE TO BLOCK W/ TAPCONS OR DRIVE F (MIN. SHANK 5IZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') WITHIN 5' OF EACH ENI 15' O.C. MAX SPACING. 4 BLOCKING BETWEEN 'USSES AT FIRST TWO 5AYS -0" Off. (AT SHEATHING-: =AM5) zE - ENG GABLE TRUSS 4 NAILER ANT. 2x4 RAT RUN SECURED (2)1261!3 e EACH TRUSS INSTALLED zo MID. DINT OF TRUSS SPAN, OR '-0" O.C. MAX. :E ENERGY CODE FORMS )R INSULATION R -VALUES. GYPSuM 5OARD OR ° :�H 5TRENGTH CLG. BARD ANG. FILLED LINTEL BLK (1) #5 REBAR CONTINUOUS 4.2 BATT. IN5UL. zECA5T LINTEL NDOW ATTACHMENT A,5 ER MANUFACTURES -ECIFICAT10N3 RECAST SILL 05 REAR VERTICALLY CONC. FOUR CELL P.T. FURRING STRIP'S " O.G. CMU II G` F, WL. BD. MoD BASE NOTE: 5TRUGTURAL 2X MUST BE ON OUT5IDE 4 5ECURED THROUGH NON-5TRUCTURAL 34' TAPCON MIN. 144' EM5EDMENT INTO 5LOCK. a' cMu Yz' DRYWALL 1'X4" OR I"X2' P.T. NAILER 7f6' 0.5.8. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL -5. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED i'4') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15116" 50ALE: I'=I'-O' 2X4: SECURE TO BLOCK W/ 3(6" TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') WITHIN a' of= EACH ENI 15' D.C. MAX 5PACING. 2x&. SECURE TO FLOCK W/ TAPCON5 OR DRIVE f (MIN. SHANK SIZE .145 MIN. HEAD SIZE .30s0 MIN. EMBEDMENT 0/41) WITHIN a, OF EACH ENI la' O.C. MAX 5PAC ING. 2x&: SECURE TO BLOCK W/ TAPCON5 OR DRIVE f (MIN. SHANK 51ZE .145 MIN. HEAD 507.300 .300 MIN. EMBEDMENT I Y4') WITHIN a' OF EACH ENI IS' O.C. MAX SPACING. NOTE: 5TRUCTURAL 2X MU5T BE ON OUT51PF 4 SFCUREP THROUGH NON-STRUCTURAL %,' TAPCON MIN. 1-Y4" FM5EDMENT INTO E5LOCK. 5' CMU Y,' DRYWALL I'X4' OR I'X2' P.T. NAILER 1' P.T. X 4' MIN. DOOR GASING POOR JAME3 OR WINDOW ATTACH TO 2X PER MANUFACTURE5 DETAIL$. NOTE: SHIM AS NEEDED TO PLUMES JAMES (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2. 1 4" FI5ERGLA55 5HINGL.E5 OVER #15 FELT PAPER ON 0.5.8. SHEATHING OR 211 CDX F'LYWOOP SECURED PER NAILING 5CHEDULE MTL.. DRIP EDGE 2x4 5UD-BAND ALUM. SOFFIT 5TIFF5ACK AT ALL UPRIGHTS OVER 4' -10" HIGH (SEE SEALED ENG, FOR SIZE 4 CONDITION.) i 0.5.8, SHEATHING OR CDX PLYWOOD. ATTACHE( PER NAILING SCHEDULE 01 SHEET D' -1/8" THICK, 3 GOA PORTLAN[D CEMENT PLASTER OVER EXPANDED G ALV'r METAL LATH ON FORTIF1 EF JUM50TFX GRADE Ilp II PAI=FF OVER TYVEK BUILDING WRAF (REFER TO STUCCO 5PEC1 :OR COMPLETE INFORMATION WEEP SCREEI (DEE DETAIL 2 SECURE GAULE TO 2x(o P.1 PLATE W1 126'S " O.C. MA> SECURE 2x& PT, PLATE TC SLK W1 "x9" ANCHOR 80LT W 2" WASHER SET IN 51MF'SOT HIGH STRENGTH EPDXY 7 EMBED. MIN. '@ 32" OC MA>< 2X4: CEI 51=CURE TO 151.OGK u1/ f&' TAPCON5 OR DRIVE PIN (MIN. SHANK 517E.145 MIN. HEAD SIZE .300 MIN. ENOEDMENT 1 Y4') WITHIN 5' OF EACH ENI 15" O.C. MAX SPACING. 2x&: SECURE TO BLOCK W/ TAPGONS OR DRIVE F IMIN. SHANK 61ZE .145 MIN. HEAD 51ZE .3oo MIN. EMBEDMENT 1 Y4') WITHIN 5' OF EACH ENI 15" O.C. MAX SPACING. 2X5: SECURE TO BLOCK W/ TAPCON5 OR DRIVE F (MIN. 5HANK SIZE .145 MIN. HEAD 51=300 MIN. EMf3EPMENT I Y4') WITHIN 5' OF EACH ENI la" O.C. MAX SPACING. 5/5" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MIA 5ONR'Y I - STORY ORY CABLE W/ VAULT C LG. B LO C K WALL 1 B SCALE: 3/4"=I'-0" NOTE: STRUCTURAL 2X MUST DE ON OUTSIDE 4 5ECURED THROUGH NON-STRUCTURAL �f6' TAPCON MIN. 1-Y4' EMBEDMENT INTO BLOCK. a' CMU )" DRYWALL I'X4' OR 1'X2' P.T. NAILER DOOR CASING DOOR JAMFj OR WINDOW ATTACH TO 2X PER MANUFACTURE5 DETAIL5, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3" -T- !\T T Il"1 /l "1-\'1' /\ i. 1r !1a% SCALE: 2X4: r5<1 SECURE TO BLOCK W/ 3i�' TAPCON5 OR DRIVE PIN (MIN. 5HANK 51ZE .145 MIN. HEAD SIZE .300 MIN. EM5EDMENT 14') WITHIN 5' of EACH ER 15" O.C. MAX 5PACING. SECURE TO BLOCK W/ TAFCON5 OR DRIVE F (MIN- SHANK SIZE .145 MIN. HEAD 517E .300 MIN. EMBEDMENT I Y41) WITHIN 5' OF EACH ENI 15" O.C. MAX SPACING. 2x5: SECURE TO BLOCK W/ TAPCON$ OR DRIVE r (MIN. SHANK 51ZE .145 MIN. HEAD SIZE .300 MIN. FMBFDMENT I Y41) WITHIN a' OF EACH ENI 15" O.C. MAX SPACING. ]"=I' -O' NOTE: STRUCTURAL 2X MU5T E3E ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL Ufa' TAPCON MIN. 14' EMBEDMENT INTO BLOCK. a' CMU i ' DRYWALL 1'X4' OR I'X2' P.T. NAILER 2ND 2X SECURE TO STRUCTURAL MEMPER W/(2)12d WITHIN a' OF EACH END 4 h' TO a' P.C. MAX DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURE5 DETAIL5. NOTE: 5HIM 45 NEEDED TO PLUMES JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" / 5CALE : 1`4-0' 2X.4: 21 SECURE TO 51-OCK W/Y4' TAPCONS OR DRIVE PIN (MIN. SHANK 51ZE .145 MIN. HEAD SIZE Soo MIN. EMDI=DMENT 0/4') WITHIN a' ot- EACH EN 15" O.G. MAX $PACING. 2X&: SECURE TO E31_OGK W/ TAPCON5 OR DRIVE f (MIN. SHANK 51ZE .145 MIN. HEAD 51ZE .300 MIN. EMBEDMENT I Y4') WITHIN 5' OF EACH ENl 15' O.C. MAX 5PACING, 2X8: SECURE TO 15LOCK W/ TAPCON5 OR DRIVE r (MIN. SHANK 51ZE .1=45 MIN. HEAD 51ZE 300 MIN. EMBEDMENT I Y4') WITHIN i3' OF EACH ENI 15' O.C. MAX 5f ACINC,. BLOCKING BETWEEN USSES AT FIRST TWO BAYS 0" O.C. CAT 5HEATHING Aiula� '.E -ENG GABLE TR'U55 )NT_ 2x4 RAT RUN SECURED ill/ (2) 1',- � EACH TRUSS BE INSTALLED Q MID. POINT OF U55 SPAN, OR 10'-0" O.G. MAX - =E ENERGY CODE FORM5 aR INSULATION R-V/LUVS. GYP5UM BOARD OR 2'I GH STRENGTH CLG. BARD �I -,4 NAILER :4 � 24" O.C. INTERIOR 'IEE WALL aNG. FILLED LINTEL BLK '(1) #5 REBAR CONTINUOUS zECAST LINTEL NDOW ATTACHMENT AS ER MANUFACTURES ='EC:.IFICATIONS RECA5T SILL 15 REB/ -\,R VERTICALLY CONC. POUR CELL 2 P.T. FURRING 5TRIP5 l " O.C. CMU ?" GYP. IDL. BD. )OD 8A5E NOTE: STRUCTURAL 2X MU9T DE ON OUTSIDE 4 SECURIED THROUGH NON-5TRUCTURAL 3f6" TAFCON MIN. 1-Y4" EM5EDMENT INTO 5LOCK. 8' CMU " DRYWALL I'X4' OR I'X2' F.T. NAILER 0.5.175. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILD.i NOTE;: SHIM AS NEEDED TO PLUMB JAMES (DO NOT EXCEED 411) DOOR JAMB `I'0 BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" 2X4: 5ECURE TO BLOCK W/Y4' TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD 81ZE .300 MIN. EMBEDMENT I Y4') WITHIN 5' OF EACH ENl 15' O.C. MAX $PACING. 2X(P: 175;;E�71 SECURE TO BLOCK W/ TAFCON5 OR DRIVE F (MIN. SHANK SIZE .145 MIN. HEAD 51ZE .300 MIN. EME3EPMENT I Y4') WITHIN a' OF EACH ENI V O.C. MAX SPACING. 2xa: SECURE TO 51-OGK W/ TAFCON5 OR DRIVE f (MIN. 5HANK 51ZE .145 MIN. HEAD 51ZE -3,00 MIN. EMBEDMENT I Y4') WITHIN 5' OF EACH ENI 15' O.C. MAX 5PACING. SCALE: 1`=]'-O' NOTE: STRUCTURAL 2X MU5T DE ON OUT50E 4 SEGURFD THROUGH NON-5TRUCTURI L 3,(�' TAPCON MIN. Iia" EMBEDMENT INTO BLOCK. a' CMU ' DRYWALL 1'X.4' OR I'X2' F.T. NAILER 1' P.T. X 4' MIN. DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURE5 DETAIL5: NOTE: 5HIM A5 NEEDED TO PLUN 5 JAMES (DO NOT EXCEED 4") DOOR JAMB TO BLOCK +3 314" WINDOW TO BLOCK +3 3/4" A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 F I- o O Q W z In 0 -q ffl � w z QU q , q cD lU <l s-uEr.)IV. & I.OT: rl"USCA PLACE NORTH LOT X22 IZ'].OJECT# 1664.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: MONOLITHIC I- STC, RY WALL SECTIONS & NOTES ARCHITECT= STATE OF FLORIDA .JAMES ANTWEI_I_ AR NO 12079 DATE 03/06/12 SHEET F115ERCLA55 SHINGLES 1`18ERG4LA55 SHINGCE5 OVER 15 FELT PAPER ON OVER O15 FELT FAf=,ER ON \ ---2x4 BLOGKINC; OETWEEN 16" 0.5.8. SNE THING 012 "i/l&" 0.5.8. 5HEATHING OR 2" TRU55E5 AT FIRST TWO f5AYS CDX PLYWOOD SECURED CDX PLYWOOD SECURED 4'-0" O.G. (AT SHEATHING PER NAILINC4 5CNEDULE PER NAILING SCHEDULE 5EAM5) , F='RE - ENG TRUSS MTL. DRIP EPCE PRE -ENG GABLE TRUSS MTC. PRfP EPCE SEE ENERC�'r CODE FORMS 2x4 5U8-BAN1DGOVT. 2x4 EAT RUN SECURED 2x4 5UB-�3ANP �'� \ FOR, INSULATION fit-VALUES.ALUM. SOFFIT W/ (2) 12,1'5 EACH TRU55 VENTED ALUM. \ a" CYF5UM 1�OA2P Oil 2° STIFFBAGIC AT ALL SOFFIT \ NIGH STRENG TN G .C. UPRIGHT5 OYER 4'-10" HIGH (SEE SEALED ENG. DoUI LE TOP PLATE \— TWI5T STRAP' VERIFY W/ FOR SIZE 4 CONpITION) WINDOW HEADER SIZE TRUSS PLAN SECURE 2x4 ELATE TO \ _SEE ENERGY CODE FORMS VARf E5 E'E1�' WINDOW 31 ` FOR INSULATION R- VALUES. OPENING SEE HEADER WALL W/ 8 x� THRU-150LT5 SPAN CHART FOR \ 32" O.C. MAX THEN �I, `� ( SECURE CAULE TO 2x4 \ GYPSUM BOARD OR 2 i� 0.5.15. 5HEATHING Oil 2 ��— WINDOW ATTACHMENT A5 PLATE W/ 12,1 6 8 O.C. MAX NIGH STRENGTH CL( --:i. CF -)X FLYWOOD. RER MANUFACTURES OR �, BOARD ATTACHED PER NAILING 5E'EGIFICATION6 SECURE GA15LE TO P15L �- POU15LE TOF PLATE SCHEDULE ON &HEFT Dom. — _. WINDOW SILL TOP PLATE W/ SIMPSON HTC4 � 24" O.G. MAX -1/0T1--IIGK, 3 COAT PORTLAND GEMENT 2x STUDS ,D 10" D.G. MAX W/ WINDOOW HEADER SIZEWINDOW ATTACHMENT AS PLASTER OVER _ R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER EXPANDED GACV'DT G 5U15FLODR CLUED OPENING SEE I-1EADEi2' SEAN SPECIFICATION5 METAL LATH ON AND NAILED A5 PER CHART FOR DETAILS WINDOW SELL FORTIFI15ER �JUM150TEX i„ NAILING SCHEDULE 0.5.8. SHEATHING OR 2 2x STUDS 16O.G. MAX W/ GRADE ' D" PAPER OVER CDX PLYWOOD. - TY VEK 15U f LD INCr WRAF' > ATTACHED fi�ER NA f L f NG R-11 15ATT. INSUL. MIN. (}2'EFER TO STUCCO _} SCHEDULE ON SHEET DF� SPEC5 FOR COMPLETE f" T G SU15FLO0 U '� " THICK 3 COAT R G LEP INFORMATION) ANF-) NAILED A5 PER PORTLAND CEMENT PLASTER 1NAILING-� 5C1-1EDULE NOTE: SHEATHING MUST OVER EXPANDED GALV'D NOT 15REAK 1'-o° MIN. - PRE -ENG FLOOR TRUSS METAL CATH ON FORTIFI15ER FROM 2ND FLR LINE C INSTALL PER MFG. 5 Cs. JUM50TEX G-�RADE "D" PAPER 2x4 CONT. � TOP AND PE ) OVER TYVEK 15UILDING WRAP LST. OF FLR TRU55 (TOP _ GYPSUM 150ARp O}2' 2" (REFER, TO STUCCO SPECS HIEN STRENGTH CSG. 2x4 SUP'P'ORTS 8T FOR COMPLETE INFORMATION) - 80,4RD _ IV FCATE OF 2ND PLR, 3T. NOT 5-AT-ING MUST _ PRE -ENG FLOOR TRUSS `- (INSTALL PER MFC. SPECS) 2x4 15 FOR WALL \ GONG. FILLED LINTEL 5LK NOT BREAK 1'-O" MIN. _ SHEATHING NAILER) W/ (1) #� REBAR CONTINUOUS FROM 2ND FLR LINE `�� "R"GYPSUM 15OARD OR 2" \ R-4.2 E3ATT. INSUL. 2x4 CONT. ID TOP AND ��_\ HIGH STRENGTH GLC. WEEP 5GREED�- F'REC 45T LINTEL 15T. OF FLR TRUSS (TOP _ 150ARP (SEE DETAIL 2A) WINDOW ATTACHMENT AS 2x4 5UPPORT5 13T CONG. FILLED LINTEL 15LK EMf�EP. 5T12AE' VERIFY PLATE OF 2ND FLR, BT. ��-- W/ TRUSS FLAN PER MANUFACTURES ATE IS F012 WALL _,� W/ (1) #5 REBAR CONTINUOUS F/a" THICK, 3 COAT S�'ECIFICATfaNS 5HEATHING NAILER) PRECAST LINTEL PORTLAND CEMENT PRECAST 51LC WINDOW ATTACHMENT A5 PLASTER APPLIED (1):05 REBAR VERTICALLY WEEP SCREED PER MANUFACTURER DIRECTLY TO W/ CON(. FOUR CELL (SEE DETAIL 2A) SPECIFICATIONS MASONR---'�' �; 1x2 P.T. FURRING -F STF:IPS PRECAST SELL 2 -STORY 1 0. C. EMk3ED. STRAP VERIFY I W/ TRU55 PLAN (1) 415 RE1=3AR VERTICALLY FIRS T FLOOR � CMU W/ CONC. POUR CELL SECOND ,4 BLOCK 1/2 GYP. WL, f P. PORTS RICK, 3 COAT ND CEMENT FLOOR FRAME�. Ix2 P.T. FURRING 5TRIP5 WOOD 35E fi='CASTE�4PF' R L I ED 1 „ , DIRECTLY TO _ 8" CMU 2 — S TO RYMPA LE 1/2" GYP. WL. 15P. FIRST FLOOR WDDD kASE v °.• 4 BLOCK SECOND FLOOR FRAME A ' SCALE: 3/4"=1'-(d" i� 0.5.8. SHEATHING 0122 CDX 2x 5TUD5 16" O.G. MAX W/ PLYWOOD, ATTACHED PER R-11 BATT. INSUL, MIN. NAILING SCHEDULE ON SHEET 2x STUpS e I(o" D.C_ MAX W/ " _ p R-11 15ATT. f NSUL. MIN. t t VEK 5U I LD INC, UJRnF C3 T 4 5UBFLOOR GLUED -1/8" THICK, 3 GOAT PORTLAND 311 AND NAILED AS PER T GEMENT F'LAEaTER OVER T I C;; 5U>3FLOOR GLUED FORTH=fBER NAILING 5CNEDULEEXE'ANPEP GALV'p METAL LATH - AND NAILED AS PER BCD( i-14PER ON FORTIFIPER �JUMBOTEX NAICINC� SCHEDULE ON MTL. LATH GRADE "D" FADER OVER TYVEK 7/ "TEXTURED 15UILUING WRAP (REFER TO FINISH �Q WOOTD STUCCO 5F'EC5 FOR COMPLETE Wppp INFORMATION) GONSTRUCTfON /a TO /8 MID WALL ' ---^ 2x4 CONT. @ TO AND 8T. OF - UJEEP SCREED FLR TRU55 (TOP 2x4 (L 5UF'1='ORT5 8T PLATE OF 2ND PRE - ENG FLOOR TRUSS PRE -ENG FLOOR TRU55 FLR, 15T. 2x4 15 FOR WALL Ati SIMF'SON META-1�, EM15EP. SHEATHING NAILER) a" CMU � VERIFY a � WEEP SCREED �' a C�r'PSUM 15oARP OR 2 STR.�E' 32�� O.C. MAX HIC-4H 5TRC ENTH CLC. --5/0" TFXTUREp W/ TRU55 ELAN \— CSEE PETAL 2A)� 80ARD FINISH z�o MASoNRY EMBEp_ STRAP VERIFY " GYf-5UM 50ARF-) OR "'W1 TRUSS PLAN — CONC. FILLED LINTEL 8LK HIGH STRENC�TN CCG. 150ARP ��- ° THICK, 3 COAT PORTLAND W/ (1) #r5 RE5AR CONTINUOUS GEMENT PLASTER AE'PL IEP WEEP SCREED � � E E DIRECTLY TO MA50NRY FLOOR CONNECTION ASI-, PARALLEL/ DETAIL C WOOD 'T0 PERPENDICULAR PRE -ENG FLOOR TRUSS � BLOCK CONNECTION SCALE: 3/4" =1' -o" 2 A SCALE: 11/2"=1'-0" A R C H I T E C T S ®aero rO u p ! no. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774--6078 FAX: 407-774-4078 www.abdesigngroup.corn AA #: 0003325 J SuBmv. & LOT: TUSCA PLACE NORTH LOT #22 O TIr PRO JE 1664.054 MODE11: ))2200" GARAGE SWING: LEFT PAGE: MONOLITHIC 2 -STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA WIA66 2012 .JAMES OANT111IELL AR 012079 PIEUNT DATE: 03/06/12 SCALE:1/4"=1)-0)2 SHEET D 4 oF-2 (,.) w p a w w G 1 z p GH ,- z 0 +� q L1 cS� lU � G � SuBmv. & LOT: TUSCA PLACE NORTH LOT #22 O TIr PRO JE 1664.054 MODE11: ))2200" GARAGE SWING: LEFT PAGE: MONOLITHIC 2 -STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA WIA66 2012 .JAMES OANT111IELL AR 012079 PIEUNT DATE: 03/06/12 SCALE:1/4"=1)-0)2 SHEET D 4 oF-2 (,.) ,NOTE: NAIL 5HEATHING TO ALL 2X 45 FFER EXT. SHEATHING NAILING, ad -4" O.C. MA;k; EDGES 4 O.C. MAX IN THS FIELD PRECAST HEADERIMIN)� �__ 2 X, 4 (MIN 2 X OR DRIVE PIN (MIN 5HANK 51ZE.145- MIN HEAD 51ZE .300 MIN EM5EDMFNT 1 1/4') _ a' FROM EACH END AND 1a'� O.C. MAX. MIN 1-1/4' EMBEDMENT' 2 X, 6 (MIN 2 X 30 2-3/16 TAPCON� OR DRIVE PIN (MIN SHANK 517E.145", MIN HEAD SIZE .300 MIN FM5FDMENT 1 1/4') a' FROM EACH END AND la' O.G. MAX. MIN 1-I/4' FMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') SECURE TO ,5HEATHING W/ 8' FROH EACH END AND la' MIN. 2-12d PER f3LK. E, . ENP O.C. MAX. MIN 1-1/4' EM5EDNENT 1/16' 05B SHEATHING — CMU WALL ARCHWAY DE'T'AIL 1 10" AND UNDER SCALE: 1/2'=1'-0' PBL. TOP PLATE 2X4 161 D.G. MAX. 6ECURE 2X4 TO WOOD W/2 -12d A 6'-a' O.G. 5TAGGEREP 5ECURE 2X4 W/ 2-Wr,' TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD 51ZE .300 MIN. EM>,'=DMENT I Ya" W/IN a' EA. END NOT TO E=XCEED 1S' P.G. MAX 2X4 501 -ID f5LOGKING SECURF TO aHFATHINCi WITH MIN. 2-12d PER E51 -K. EA. END a EXTERIOR ARCHWAY 0.5.1:3.ORy' PLYWOOD SHEATHING -15 FsLDG. FELT �3 24' WIDE 26 GA. GALVANIZED METAL FI_ASHING MUST ADD D19T0, 36" WIDE AND AND MUST 5E A MIN 24' WIDE METAL. 1r FIBERGLASS SHINGLE5 PR -FAS TRU55 112' CLC$. DOARD 4 TEXT. 51MP5ON 554 \`-2X4 DSL. TOP PLATE V EVERY , -112' DRYWALL OTHER. STUD 2X4 WOOD 5TUD5 -w16' O.G., U.N.O. ON TRUSS PLAN 2X4 CONT. 5TRF55 .-BLOCKING MfD-WALL 2X4 FT. PLATE 51MPSON 5F4 m 32' O.C. MAX 1/2'X9' A.5. 32' O.C. FMF FF_)MENT \_GONC. GLAD I—STORY T_NT. BEARING 'WALL SCALE: 1/2' = I'-0` NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. DBL. TOP PLATE 2X4 1p' O.C. MAX SECURE 2X4 SIA/ TAPC0N5 OR DRIVE PIN (MIN. SHANK 51ZE .145 MIN. HEAP 517E .300 MIN. EMBEDMENT I Y4' W/IN a' EA. END NOT TO EXCEED 18' O.C. MAX 2X4 SOLID BLOCKING 5ECURE TO 5HEATHING WITH MIN. 2-12d PER 5LK. EA. END EXTERIOR ARCHWAY WITH WINDOW SCALE: PRECAST HEADER(MIN)-- �� 2 X 4 (MIN 2 X 3) 1-3/16 TAPGON O.C. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FIN15H 2 X 6 (MIN 2 X 3) 2-3/16 TAPGON OR DRIVE PIN (MIN SHANK OR DRIVE PIN (MIN SHANK 51ZE.145 ` TRUSS \ (2) 2x4 112 5.Y.P. DIAGONAL 5RACE W/ (3) ~` MIN HEAD SIZE .300 12d's Q EACH TRU55 (DIAGONAL 7116' OSB 5HEATHING MIN EMt3EDMENT 1 1/4') 2x DOU5LE TOP PLATE \' GYPSUM BOARD OR 8' FROM EACH END AND I&' HICaH STRENGTH CLG. NOTE: BOARD MIN El" IBEDMENT 1 1/4') DIAGONAL 5RACE "D CENTER OF TRUSS SPAN OR HIGHEST RIDGE. `\ (WHEN OYER 16" IN HEIGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT 8' FROM EACH END AND la' 2 X 4 (WHEN OVER 16' 2 X a (MIN 2 X 3) 2-3/16 TAPCON IC,' IN HEI(HEIGHT) O.G. MAX. MIN 1-1/4' EMBEDMENT 5RACE PIVIPED EQUALY FROM CENTER TO END c ATTACHMENT MIN HEAD SIZE 300 2 X SOLID 13LK'G v ARCH 2 X 6 (MIN 2 X 3) 2-3/hv TAPCON 5ECURE W/2 -12d EACH END 8' FROM EACH END AND 18" �`— ATTACHMENT PER D.G. MAX. MIN 1-1/4' EMBEDMENT OR DRIYE PIN (MIN SHANK aIZE.145 — MTL WPW FRAME 1/4' TEMPERED MA50NITE 'NOTE: NO GAP WPW FRAME GLUE 4 NAIL W/8d'5 a'-12" OG TO EXCEED 1/4' MIN HEAD SIZE .300 MIN EM> sEDMENT 1 1/4") V FROM EACH END AND IS' Q (V\ O.G. MAX. MIN 1-1/4' EMBEDMENT 2 X 5 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD 517E.300 1/1(c-' 055 5HEATHING MIN EMBEDMENT 1 1/4') 2X4 16" O.G. MAX. 8" FROM EACH END AND 18" (WHEN OVER 16' IN HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING SECURF TO SHEATHING W/ 4 MIN. 2-12d PER BLK. EA. END ARCgWAY DETAIL 4 1 AND UP SCALE: 1/2"=1'-0' ��1CL0��EDVALLEYI' L ASHING DETAIL N.T.5. PRF -ENG TRU55 DOUBLE TOP PLATE 2x CONTINOUS STRl;55 f3LOCKING MID WALL 2x 5TUD5 m 16" O.C. MAX J' T 4 G 5USFLOOR GLUED AND NAILED A5 PER NAILING SCHEDULE IST FLOOR 5TUP5 TO 2ND FLOOR STUDS 51MPSON M5TA-36 m 32" O.G. MAX PRE -ENG FLOOR TRU55 DOUf3LF TOP PLATE 2x CONTINOU5 5TRE55 13LOGKING MID WALL 2x STUDS a 16" O.G. MAX 1/2' GYP. WL. ESD. 5FCURE 5T. PLATE TO SLAB W1'x9' ANCHOR DOLT W/ 2' WASHER SET IN SIMPSON HIGH 5TRFNGTH EPDXY -I' ENDED. MIN. 511-1FSON SP4 m 32' O.C. MAX �~ INT. 2—STORY L.B. W. \ `' SCALE: 1/2"=1'-0' DBL. TOP PLATE SECURE 2 X RIP TO FIT W/2 -12d3 6"-S' O.G. MAX. 1/5' TEXTURED FINISH 7116' 0515 SHEATHING 2 X 4 16' O.C. MAX. (WHEN OVER 1(o' IN HIEGHT.) _ — 2 X 4 (WHEN OVER 16' IN HIEGHT.) 1/4' TEMPERED MA5ONITE GLUE 4 NAIL W/Sd'5 5"-12' O.C. IF NEEDED. 2 X SOLID BLK'G � ARCH 5ECURE W/2-1ad EACH END ATTACHMENT PER MANUFACTURER'$ SPECS. MTL WDW FRAME NOTE: NO GAP w WPW FRAME TO EXCEED 1/4' ARCHWAY DETAIL A CUTAWAY SCALE: 112'=V-0" 2 X 4 (MIN 2 X 3) I-3116 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE .300 MIN FMI5EDMFNT 1 1/41) a' FROM EACH END AND la' FX,ISTING I s1 K ABY. O.C. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FIN15H 2 X 6 (MIN 2 X 3) 2-3/16 TAPGON 1/5' TEXTURED FIN1514 OR DRIVE PIN (MIN SHANK 51ZE.145 ` TRUSS \ (2) 2x4 112 5.Y.P. DIAGONAL 5RACE W/ (3) ~` MIN HEAD 5121= Soo 12d's Q EACH TRU55 (DIAGONAL 7116' OSB 5HEATHING MIN EMt3EDMENT 1 1/4') 2x DOU5LE TOP PLATE \' GYPSUM BOARD OR 8' FROM EACH END AND I&' HICaH STRENGTH CLG. NOTE: BOARD 2 X 4 16' O.C. MAX. DIAGONAL 5RACE "D CENTER OF TRUSS SPAN OR HIGHEST RIDGE. (WHEN OYER 16" IN HEIGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT TRU55 ENCS. FOR ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT. 2 X 4 (WHEN OVER 16' 2 X a (MIN 2 X 3) 2-3/16 TAPCON IC,' IN HEI(HEIGHT) OR DRIVE PIN (MIN SHANK 51ZE.145 5RACE PIVIPED EQUALY FROM CENTER TO END c ATTACHMENT MIN HEAD SIZE 300 2 X SOLID 13LK'G v ARCH MIN FMREDMENT 1 1/41) 5ECURE W/2 -12d EACH END 8' FROM EACH END AND 18" �`— ATTACHMENT PER D.G. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S 5PEC'S. — MTL WPW FRAME 1/4' TEMPERED MA50NITE 'NOTE: NO GAP WPW FRAME GLUE 4 NAIL W/8d'5 a'-12" OG TO EXCEED 1/4' IF NFFDED. ARCHWAY DETAIL CUTAWAY SCALE: I/2"=I'-0" ASPHALT 5HINGLE6 OVER " 15 FELT ON -1/16' O.S.S. PRI. FRA TRURSFT RS PRE -ENG GABLE TRU55 CONY. FRAMED RAFTERS 5PF STIFFDACK (5EE 5FALD ENG. PACK FOR SIZE 4 CONNECTION) �-- 2x4 5F'F E5LOCKING 5ETWEEN TRUSSES AT FIRSTTWO 5AY5 4'-0' O.C. (AT 5HEATHING ' 0.5.5. SHEATHING OR x <x xxxxxxx CDX PLYWOOD 5ECURED GONT. 2x4 5PF RAT RUN PER NAILING SCHEDULE SECURED W/ (2) 12d'3 to EACH 2x4 BLOCKING UNDER ` TRUSS \ (2) 2x4 112 5.Y.P. DIAGONAL 5RACE W/ (3) ~` WALL 5TUD5 SCURE SFTWl=EN TRUSS BAYS W/ 12d's Q EACH TRU55 (DIAGONAL C3) 12d s EACH FND X -BRACING TO cOYFR S-TRU55E5 2x DOU5LE TOP PLATE \' GYPSUM BOARD OR STUDS V O.G. HICaH STRENGTH CLG. NOTE: BOARD MT5-12 w EVER STUD DIAGONAL 5RACE "D CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL 5RACE TO 5E 4' ANY SPAN 15'-0" OR CRATER REFER TO 2X4 ST. PLATE TRU55 ENCS. FOR ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT. 0'-0' TO 30'-0' (1) X-PizACE 30'-I' TO 60'-0' (3) X-51RACE (1) X -BRACE o CENTER AND (2) DORMER 5RACE PIVIPED EQUALY FROM CENTER TO END c ATTACHMENT GABE X—BRACING (_�5r_L,4LE: 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAIL5 OR MIN. (4) 10d GUN NAILS 1x6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILe OR MIN. (4) 10d CaUN NAIL5 2x RAFTERS Ixo NAILER 5ECURE TO TRU55E5 BELOW W/ l2) 12d NAILS OR (3) 10d GUN NA II -5 w EA. TRUS5 RAFTER TO TRU55 MT5-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENG TRUvSFB PRE -ENG, TRU55 ALTERNATE CONNECTION MSTA-24 RAFTER TO >3LK'G BETWEEN TRU55E5 F15ERGLA5$ SHINGLES OVER - 15 FELT ON 1/16' 0.5.13. 1 CONY. FRAMED ROOF SCALE: I/2"= I'-0' 0'-0' TO 30'-0' (1) 'X' BRACE 30'-1' TO 60'-0' (3) 'X' E RAGE (1 'X' BRACE fi) CENTER) (2 'X' 5RACE DIVIDFP 1=QUALY FROM CENTER TO END) (2) 2X4 -2 5YP DIAGONAIL 5RACE W/ 3-126 fD EA TRU55 ( DIAGONAIL 5RACE TO COYER 5-TRU55E5 2X4 5LOCKING FIRST 2 BAYS AT 5HEATHING 5EAM5 (2) 10d NAILS, EA END TO TRU55 5PF 5TIFFDACK (5EE 5EALD ENG. PACK FOR 51ZE 4 CONNECTION) 7/16" 0513 SHEATHING USE ad NAILS AT 4" P.G. EDGE 4 6" o.G. FIELD 2X4 W/ 3/8' X 5 LAG m32' O.G. I OR SIMP50N M5TA-24 ,m 32' O.G. 5HEATHING NAILING TO 5E 6'-8' O.C. IN FIELD 4' O.CAALL EDGES W/Sd NAIL5 —STORY GABLE END SCALE: 112"=1'-0' >=IKIIQ.LJ n I A'�dU1NG �P F.F. LANDING FINISH �@ LANDING - 3/41, RLYwOOp F.F. TRUSS 24' o.G. 1/2' CLG. BOARD NAIL CONT. RAT RUN TO TRU55 W/ (2) 12d V EA. TRU55 2X4 5YtP RAT ADJACENT TO DIAGONAL 5RACE=. PBL TOP PLATE 2X4 5TU5 16" D.C. MAX. " 11-15 UPLIFT 51MP5OM HT5M20 W/10 10d TO TRU55 AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL N 1900 UPLIFT (2) 51MP50M HT51`120 INSTALLED ON OPPOSITE FACES OF 15LOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4' TAPCON5 TO CONT -POURED LINTEL FRE -ENG TRU55 CONTINUOUS 5OND SEAM TAP CONS I-IIN. 2' COYER 2' APART 1 ,6 TRUSS ANCHOR RETROFIT N.T.5. 12" A_ 3/4" PLYWOOD WITH ,r 4 12-D COMMONS DLI AIL NAILEF-) THRU 3/4° PLYWOOD INTO \\ FEACH STRINGER 3-2x12 5YF STRINGER DSL 2X12 -- REINFORCED W12X4 5PFOR MOIST WCONT. FZAD OF SUS -FLOOR ,ADHESIVE __ PL -400 OR SIMILAR Q EA HOR I ZONTAL RUN SECURE TREADS TO STRINGER ::: W/C3/4& 3" 5CREW3 'Q EA STRINGER, UNTHREADED SkANK TO EXTEND BEYOND THICKNESS OF SUS -FLOOR 5NEATHINC-t NOTE: STAIRS RISERS TO CONFORM TO FSC 200-1 2R+IT=24"-25" 3/1e," MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/3" MAX. VARIATION IN ANY RISER/TREA-) HANDRAIL CIRCULAR CROSS SECTION DIA_ TO E3F 13/4" +-1/4" OR FROVIUE F-OUIVALENT C�iZASPABILITY WIN1- -RS- MIN. (o" WlpE li) NARROW �EN1_ MIN. II" W4DTH �@ 12" FROM NARROW END 34" MIN. HANDRAIL HGT. 36" MIN. FIN15H WINDER DETAIL 2X12 TREAp CUT TO FIT 10, (3) 10d CUT NAILS 0 2><4 F.T. SLfHFF�fHR INTO 5LA3� LESS THAN 4" TYP. �3ETWF_EN SPINpLF=S DRyw IX10 I II NOSING SIAM SECTION DETAILS SCALE: 3/4`=V-0` A R C H I T E C T S .441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 mmabdesigngroup.com AA #: 0003325 E ILI µ Q (V\ N 1LI {� 4 w- 'I O Q ((y/ ILLI N U to LU N 0) 14) SUIE33DIV T -OT: TUSCA PLACE NOR 11H LO 11 #222 PROJEC,T 1664.054 MODES,: >> X00>> GARAGE SWING: LEFT ]PAGE: MISC. DE'TA1LS ARCHITECT: STATE OF FLORIDA Baa ��7 zn�z <JAME�CANTWEL.L AR O 12079 PRINT DATE: 03/06/12 f SCAT, :1/4 "=I _0,�' SMEET 4'x4' SELF -ADHERING MEMBRANE E ° NOTE; FLASHING (COMPATI51-F W/ HOUSE . APPROv1=D BUILDING WRAP WRAP MATERIAL) OVER 5HAL1- BE LAPPED A MINIMUM OF APPROVED HOUSE WRAP. %:•:: .: " w VERTICAL LAPS (ROLL FLASHING TO EXTEND ONTO PIPE "':` : ` ENDS) 4 6,' Q HORIZONTAL LAP5. A 5 SACKfNG 5HALL BE A P O 5 :::. *. :: ONE-PIECE VERTICAL M LL l=AM9 NEEP TO RI= TAPED L PPED NOT OR 5 PIPE -- a xh SELF -ADHERING MEIYIE�RANE R L THAN 2 ON W W L� A STH �•-'�..:�.�•,�'S�'.�:�•,;�:�:��::::�:':::•: TYPE CONTROL JOINT WITH FORTIPER SHEATHING TAPE � LL � PENETRATION •;��;, . FLASHING CGOMPATIPLE W/ HOUSE ]aACKINCi 5HALL BE LAPPED 50 " ' ATTACHED TO WIRE LOTH --- / �\ WATER UJILL PLOW TO THE ' WRAP MATERIAL) OVER x4 W/WIRE TIE. WIRE TIE LATH •:.::•::: SELF-ADHI=IeING MEMk�R4NE EXTERIOR. SACKING SHALL NOT �:::: TO OUTSIDE OF \ :.;:;;::;:•::: :• :;•;:.;:: FLASHING, OVER APPROVED :: ::::' HOUSE WRAP. " THICK 3 COAT CEMENT BE PLACED BETWEEN PLASTER ::` ,i:;: '::,;::.::: �::.::;;: APPLIANCE FLANGE I IES PLA&TER BA5E (LATH) AND FLANGE5 OF `' :,' ••„ FLASHING TO EXTEND ONTO PIPE GAUGE WIRE I" o.C, \ ACGE550RIE5. METAL LATH to WRB LAYER *2, FORTIFIBER METAL FLANGE CONTACT 5HALL..:''`:;;_'.'.'':': LATH SHALL NOT BE 5E TAPER / r MIN. LAT MrAL LATH ` BE REQUIRED TO ENSURE THAT CONTINUOUS THROUGH METAL LATH FLANGES ARE ME=CHANICALLY CONTROL JOINTS PUT \L LOCKED TOGETHER. PER A5TM CUT AND OVERLAP ONE 5IPE OF \ SHALL )3E STOPPED \ STUCCO LAYER PI'll X X X� 1 G106?3 x.83.1 SELF -ADHERING MEMBRANE STUCCO WRAP UT ANP OVERLAP ONE SIDE OF ANP TIED AT EACH X X X FLASHING C SIDE. PER ASTM C10(o35I=LF-ADHERING MEMBRANE 1.10.1.4 WOOD SHEATHING — �` FLASHING METAL LATH 5TEF *11 STEL' WR5 LAYER 01, x a •. zt .: x I .. I °x� x X WR5 LAYER 01, " THICK 3 COAT CE=MENT STUCCO WRAP ,. ,. . STUCCO WRAP PLASTER IN5TALL PA!3TENI=R5 (CLIPS, �' FLASHING OvER APPRovIED WHERE STRAPS, STAPLES) A5 \ / I ''�! I •',• FLASHING TO EXTEND ONTO PIPE WOOD SHEATHING REOUIREP TO SECURE `ti � WITH RACKINCa 5LU5EpRTBHESE PIPE/ WIRE TO FRAMING` / VERTICAL AND HORIZONTAL LAP 4'x4' 5FLF-ADHERING MEMBRANE JOINT5 SHALL BE BACKING ON FLASHING OVER APPROVED 113ACKING AND METAL ON METAL. - �..:r.•...:.:.-, . :,..,e , HOUSE WRAP. PER A5 0 :a<; , / TM Gl,ara3 �.5.� �.� %•� � FLASHING TO EXTEND ONTO PIPE I' MIN LATH LAP, 4 OVER ALL LAP I W CONT, BEAD OF SEALANT APER LAP i INSTALL APPROVED HOUSEWRAP AIR INFILTRATION EsARRIER OVER 5HEATHING ELA5TOMERIC COATING OVER STUCCO/ G.v. FINISH (SEE TYF WALL SECTION) V\ X—\\l VERTICAL LATH rbc PAPER DETAIL SECTION WOOD STUDS PER FBC Exterior lathing and plastering O 1�1 L' VE R T I Cr AL—PIE E Mai rr�,_PE Exterior use of Portland cement plaster shall comply with the application 1 a>CQ-N��I_-'R(-)L JOINT SHEATHING requirements of ASTM C 926-11A. Installation of exterior lathing and framing BUILD WG 6 MIN shall comply with ASTM C 1063-11A. PAPER LAP i STUCCO V LAP m LATH u. 3' LAP A PAPER z� 1 I. FOLD INWARD 4 F'1'. A �� I. FOLD INWARD F`f. A j FOLP 2.GREAEe*PT. f3 4. KIC KO UT HORIZONTAL LATH I �= FENETF,,ATION D & PAPER DETAIL N,T,S, -A FGLA WOOU SHEATHING WR5 LAYEF' "I, STUCCO ujf;�! 4F 0jI. FOLD INWARDI. FOLD INWARD +s PT. A I' PT.A 4 t' ffx"THICK 3 COAT CEMENT 2. CREASE 6 PT. E3 I.::�,: 8 , 2. GR) 49E Q PT. >3 3. GRFABE W PT. G I FL, TEzR 3. CREAOE a FT. G4. METAL 15 FOLD PT. G OVER PT - 15 IET�-'cJ� ATH B TILL PT. G TOUCI-4E°a n t3OTTOM FLANGE �;x" AEND r LAT' WR5 4 T AFE OVER LE (CT`+ r �� `110.1 moo -/WALL Sc�E P O ox ID F LANE (WRE3 FOLD Z 1X '"L T I'fi='E CONTINUOUS L,�YE 5TUCCC '� 7T l�OTTOM FLANCaE �� G �4L�. METAL FLAaHINC-t WATER TIGHT Z ACUT LL, 2� uJ4L -STOEOiN DECK, NOT (Fmoi I C,4P SHINGLE - DO NOT NAI U I L IDI NG; A F ) J° THICK, 3 COAT CEMENT INST,4LL WITH ROOF CEMENT - PLASTERk� I T A LATH WRLAYER +'2, FORTIFIBER XXX X ,.. BUILDING PAPER •tiPR, WR13 LAYER "I, �r • w STUCCO WRAP ROOF CEMENT 5 T U C C, 0 LAP LAYERS OF PUILDING 111R4P _ a a . OVER NAILING FLANGF, 6TOP I 8, &HINC'tLE ROOFINC3 WR5APPROX. I ' APOVE IN ...��6HINGLE3 !� I5x5 WALL FLA5HING I � 0 i DETAIL) KICK -OUT FLA5HING (5EE FELT uN[7ERLAYMENT IUATFR TIGHT 6E,41. BEND OR �P 6OLPER, DO NOT CUTJ NOTE: INSTALL KICKGUT i SH11 [41-= ROOFING 4p9<5 FLA5HINGc AT BOTTOM OF ROOF 4 9 y ( �L y WALL INT1 R3ECTIONB II -1 L A S f- 1 N G I?RIP EDGE: OVFRLAP 2', _ G -� EXTEND y4' BELOW- 5HEATHING, MECHANICALLY FASCIA WRAP FA5TEN 12' O.C. MAX. A R C H! i E C T S 44'� N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7741.078 www.abdesigngroup.com AA #: 0003325 E — — f" MIN PAPER LAI= BELOW ONLY / WR5 LAYER P ER FORTIFI ER L3UILDINCa � PAP METAL LATH WRLAYER �, FORTIFf B"r),iUE=R I i5UILDING PAPER � �. I WWRIBLpLAYER 42, FORTIFIBER �'x6' SELF -ADHERING MEMBRANE I GAF MIN. k ! WRB LAYER "I, __ FLASHING OVER 4'x4" 3' I-nN_ ,3' MIN - - -- STUCCO WRAP ,! P I— O �� .. - 5ELF ADHERING MEMBRANE IN5TALL PA!3TENI=R5 (CLIPS, �' FLASHING OvER APPRovIED WHERE STRAPS, STAPLES) A5 \ / I ''�! I •',• FLASHING TO EXTEND ONTO PIPE WOOD SHEATHING REOUIREP TO SECURE `ti � WITH RACKINCa 5LU5EpRTBHESE PIPE/ WIRE TO FRAMING` / VERTICAL AND HORIZONTAL LAP 4'x4' 5FLF-ADHERING MEMBRANE JOINT5 SHALL BE BACKING ON FLASHING OVER APPROVED 113ACKING AND METAL ON METAL. - �..:r.•...:.:.-, . :,..,e , HOUSE WRAP. PER A5 0 :a<; , / TM Gl,ara3 �.5.� �.� %•� � FLASHING TO EXTEND ONTO PIPE I' MIN LATH LAP, 4 OVER ALL LAP I W CONT, BEAD OF SEALANT APER LAP i INSTALL APPROVED HOUSEWRAP AIR INFILTRATION EsARRIER OVER 5HEATHING ELA5TOMERIC COATING OVER STUCCO/ G.v. FINISH (SEE TYF WALL SECTION) V\ X—\\l VERTICAL LATH rbc PAPER DETAIL SECTION WOOD STUDS PER FBC Exterior lathing and plastering O 1�1 L' VE R T I Cr AL—PIE E Mai rr�,_PE Exterior use of Portland cement plaster shall comply with the application 1 a>CQ-N��I_-'R(-)L JOINT SHEATHING requirements of ASTM C 926-11A. Installation of exterior lathing and framing BUILD WG 6 MIN shall comply with ASTM C 1063-11A. PAPER LAP i STUCCO V LAP m LATH u. 3' LAP A PAPER z� 1 I. FOLD INWARD 4 F'1'. A �� I. FOLD INWARD F`f. A j FOLP 2.GREAEe*PT. f3 4. KIC KO UT HORIZONTAL LATH I �= FENETF,,ATION D & PAPER DETAIL N,T,S, -A FGLA WOOU SHEATHING WR5 LAYEF' "I, STUCCO ujf;�! 4F 0jI. FOLD INWARDI. FOLD INWARD +s PT. A I' PT.A 4 t' ffx"THICK 3 COAT CEMENT 2. CREASE 6 PT. E3 I.::�,: 8 , 2. GR) 49E Q PT. >3 3. GRFABE W PT. G I FL, TEzR 3. CREAOE a FT. G4. METAL 15 FOLD PT. G OVER PT - 15 IET�-'cJ� ATH B TILL PT. G TOUCI-4E°a n t3OTTOM FLANGE �;x" AEND r LAT' WR5 4 T AFE OVER LE (CT`+ r �� `110.1 moo -/WALL Sc�E P O ox ID F LANE (WRE3 FOLD Z 1X '"L T I'fi='E CONTINUOUS L,�YE 5TUCCC '� 7T l�OTTOM FLANCaE �� G �4L�. METAL FLAaHINC-t WATER TIGHT Z ACUT LL, 2� uJ4L -STOEOiN DECK, NOT (Fmoi I C,4P SHINGLE - DO NOT NAI U I L IDI NG; A F ) J° THICK, 3 COAT CEMENT INST,4LL WITH ROOF CEMENT - PLASTERk� I T A LATH WRLAYER +'2, FORTIFIBER XXX X ,.. BUILDING PAPER •tiPR, WR13 LAYER "I, �r • w STUCCO WRAP ROOF CEMENT 5 T U C C, 0 LAP LAYERS OF PUILDING 111R4P _ a a . OVER NAILING FLANGF, 6TOP I 8, &HINC'tLE ROOFINC3 WR5APPROX. I ' APOVE IN ...��6HINGLE3 !� I5x5 WALL FLA5HING I � 0 i DETAIL) KICK -OUT FLA5HING (5EE FELT uN[7ERLAYMENT IUATFR TIGHT 6E,41. BEND OR �P 6OLPER, DO NOT CUTJ NOTE: INSTALL KICKGUT i SH11 [41-= ROOFING 4p9<5 FLA5HINGc AT BOTTOM OF ROOF 4 9 y ( �L y WALL INT1 R3ECTIONB II -1 L A S f- 1 N G I?RIP EDGE: OVFRLAP 2', _ G -� EXTEND y4' BELOW- 5HEATHING, MECHANICALLY FASCIA WRAP FA5TEN 12' O.C. MAX. A R C H! i E C T S 44'� N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7741.078 www.abdesigngroup.com AA #: 0003325 E rx� I t-1 I— O 4 � C Q N l) O � z z q U cc> u 1 Cv SUBDIV. & 31.0T: TUSCA PLACE NORTH LOT #22 PROJECT# 1664.054 MODEL. )�2200�, GARAGE SWING: LE EII1, PAGE: WALL ASSEMBLY DETAILS ARCHITEt'T: NATE OF FLORIDA NO 120 �'RI�fI' I)A U `� O G 12 SCARE: 1/4.)3-11 _ () ), S IREE 3 WAI o1F -.= 9 STUCCO INSTALL. 6" 5ELF-A1DHERING F1N15i-I 1 %J MEMF3RANE FLASHING OVER (0�-1= ° g ,4 )1-{ SIYIE TOP SIDE(S)ANF) BOTTOM OSIER TOF 4 SIDES I C�4BLE-END TRUSS FLANGES OF NON-MOVABLE LUOOp S}-}EATHING I': FRAME OF THE EXHAUST.LURA LAYER 01, SEQUENCE of FLASHING TO F3E 5EL1^ WOOF -)SHEATHING x I. BOTTOM, 2. SIDES 3. TOP �_ 1: � STUGGP IUR,�,I I` 'X VENT CAP IS To BE SET IN BED UNIT UJRB LAYER#I, iURB LATER *l, FORTIFIBER OF SES L ANT AT TOP D AN STUCCO WR F=' WOpp BUILDING PAPER SIDES ONLY. SEALANT IS TO BE PREMANUR D�'YER In CONSTRUCTION I METAL LATH C)ETTOOLED SO ,45 TD t�EFLEGT li VENT CA (e ET IN \ CONT. SEALANTS k # /"lF—FINISH Q WOOD ~� WATER AWAY FROM JOINTS, \ I/8" TEXTURED E-2 BEAD ALL Afi�OUND UJRB LAYER 2, FORTIF15ER �I � 8 CMU VENT -APPLY SEALANT ALL \\ BUILDING FADERI:X. . , JOINTS AND INTERSECTIONS \ , I LL� Toc 1~IfC: -IUALL APPLY SEALANT AT PERIMETER of \ SEALANT '� I;� I. EEP REED B AGKER RPD -- --- I •_° ' 4,.. ..' _ NON-MOVABLE FRAME AND STUCCO TOP 4 SIDES �� THICK 3 GOAT GEMENT T_ ON ALL SIDES, Y4" CAULKING JOINT ALL AROUND I fi L STER 12' W11DE STRIP SELF ()BDRYER VE N � (BLOCK) APHE51VE FLA5HINCa, CLEAN PER FBC Exterior lathing and plastering - %" TO /a" t`'rI I�-WAL•L =' M450NRY BEI=QRE APPLYING BACKER ROD Exterior use of pordand cement plaster I WE E P SCRE E p, T I E - shall comply with the application TO METAL LATH WWI& TEXTUREp FIN15H ,4 MASONRY requirements of ASTM C 926-11 A. I G l.0 I Q O.C. rr I Installation of exterior lathing and framing HORIZONTAL WEEP SCREED BUILDING PAPER COB /:X.: shall comply wth ASTM C 1063-11A, FLAaHINGOYER aUlcK (FRAME TO BLOCK) FL ASH" I LUOOD FRAMED' (' HOODED VENT WALL THICK, 3 COAT CEMENT — — F\7, HO RTZ O N I AL WEEP S C REEL) LII " ��.I� � \,PLASTr;R 1-1PE THROUGH —�/ r-,7LND METAL LATH WALL -(FRA_IVIE I_ 0 FRAME_' DRAINA ='1_ N (WRF5 WRB Lr-�1'ER 2, �ORTIFIESER i \. BUILDING PAPER --, � #1/ STUCCO WRAf') ~— WOOD SHEATHING DRYER VENT r'RAME)A WRF5 LA`1'F=R #2 «ORTII^I FES; . QUICK FLASH --� BU ILD INS 4 FE> C-;,45KET (1N5TALL PER MANUF. SPECS.) � META._ LATH x x x x 8" BUILI,)ING_�; PAPEiz Tl 1CC= 0 y'; UNDER "QUICK FLASH" =� WRQ LAVER #I, CUT OPFNINCi IN STUCCO CRAP WOOD �H� AT#� INS APPROVED HOUSEWR4P FOR BOX INSTALLATION STENT PENETRATTO N CUT X INTO � S C A L�= N.T. . U RB LA~ ER 1 5 E F_ A P HERING:::...:;.;:::.:•::.:;:•:•::.:.:. I STUCCO WRAF MEMBRANE FLASHING APPLY S F - PPL EL ADHERING 1 IEMBRANE FL45HING IUOOp a+-IEATI-{INCA OVER BOX AND OVER / ER APPROVED WRB LATER 5TEF #L 5 T E F #2- APPROVE HOUSEWRAP s WRB LAYFR #I BELOW _ STUCCO WRAF ELEC. METER FIELD ELEC. METER FIELD VERIFY LOCATION CUT 5UCH THAT Ai-PL�1' �>Z� MIN ,SELF-,4C�HERfNG VERIFY LOCATION NO MEMBRANE GRAPE D" FELT MEMBRANE FLASHING _ ENTERS BOX, OVER AF'F'L.Y STUCCO SCRATCH COAT APPLE' TO FACE SELF-ADI-IERINC EDGE g AND ONE (l) LAYER OF PAINT FLA H►NG OVER PRIOR TO INSTALLING ELEC. A�'ROVEU H0U5EWRAF' 1�fETE%' - WRB LATER #2, FORTIFIER CAVITY TO BE FILLED _ BUILDING FAFER WITH RIGID POLYI" FFRIC SOCY4NOTE - POLYE3L ENS) FOAM 5 T E F #,4 - ("GREAT STUFF" OR SIMILAR) \\—AREA TO RECEIVF ( APPLY A SILICON ELASTOMERIG �� n 5,45E SEALANT AT POINT COATING OVER vTUGCO SCS, -,TCN CO, -,T STUCCO/ C.V. FINfs+ I 4 1 COAT OF FAINT W/SACK- THAT ELEC. WIRE PENETRATES CSE TYPICAL WALLROLL PRIOR TO �, Al=PLT E -Z BEAD OVER (o O MIN ° ° o SECTION) ELEC. METER INSTALLATION GRADE "o" t 1FTAL LATH FELT -PROVIDE ° SFALANT AT ALL JOINTS ANP o a o . INTERSECTIONS ° ' PROVIDE STUCCO SC�,4TC1-I COAT LARGER THAN THE ELEC. METER CAN OR METER CAN C-OM50 OR METER CAN AND D ISCONNECT �TEF 5 T E t= ELECTRICAL CONDUIT � PENETRATION �� ELECTRICAL RECEPTACLE ARCHITECTS r- .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUIBDIV & WT: TUSCA PLACE NORTH LOT X22 PROJECT 1664.054 MODEL; "2200" GAIIAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT- STATE OF FLORIDA MO U7,1012 CANTWELL NO 12079 PRINT ' DATE: 0 3 O F "I 2 SCALE: 1/4"-1,_0), SHEET WA2 ova 9 NN � z w a 0 W Q Q I Q)z (� 0 <1 ftl Q z rL + U q � U Q) CV SUIBDIV & WT: TUSCA PLACE NORTH LOT X22 PROJECT 1664.054 MODEL; "2200" GAIIAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT- STATE OF FLORIDA MO U7,1012 CANTWELL NO 12079 PRINT ' DATE: 0 3 O F "I 2 SCALE: 1/4"-1,_0), SHEET WA2 ova 9 EMOVE 3 WOOD SHEATHING NEEPEP TOLEGEND � WRk3 LAYER �1, ACCOMMODATE STUCCO WRAP NEW DRIP METAL �1 WOOD ; 1 : WRIT LAYER #2, FORTIFIBER \ �\ Lam` '_AIN; CONSTRUCTION 1 I I WRAF) }} 1 BUILDING RAPER EXISTING ��`� �� 1, T�+GGO W AF/ GUT EXISTING TREX I 7 ' r AT CREASE SLEEPEi�S W LAYER T l F l E DRIP DGE � THICK, � _..OAT CEMENT �� O F'1 -ASTER F -'—EXISTING DRIP MEMBRANE �'� LE)ING f /1sFE�? ! _ EDGE WOOD SHEATHING —� 1 –DRIP MOLD lU/ WEEP IDLES !j —5UB FLOOR METAL . L AT I X X X X j:: � UJEEP HOLES \ DRYWALL "TNIGK, GOAT CEMENT - NEW rp/4" WOOD/ �/5" TEXTURED FIN15H TREX FLANKING Pl-ASTER NEW DRIE' EDGE STUCCO r. Q.. ° 4° �/ RIGi3EP LATH OVER WOOD 5HEAATHING REMOVE AND REPLACE /— APPRoVED BUILDINC-i WRAP— _ STUCCO DRIP SCREED W/CONTROL JOINT' THICK, 3 GOAT GEMENT PJ -ASTER WOOD SHEATHING W OWE) HEATH ING-4 SC W/ o o DRIP MOLD DTL. @) CANT. :�- :.t: :,..:, �. - 1 O A -- NEW CASING BI=AD I=I= ADHE5 I VF rLASH I N SCALE: 1 1/2"=1'-0" -- _ �— NEW BALCONY DRIP C;..° �, STucco 1 EDGE REMOVAL —u�� °pR � FORTIFIER DECK I IE1�I5RANE, HOOD SNEATHINC� # SCALE: NT5 �' 1 SUk3 FLOOR EXTEND OVER DRIP WRB LAYER 1 BUILDING PAPER STUCCO WRAP WRB LAYER 41, EDGE STUCCO WRAP Wppp � ; i .�� WRB LAYER *2, FORTIFIBER �' 3' X 3" 2(o GA. GALV. CONSTRUCTION GUILI�IN�� PAPER METAL DRIP EDGE ia" PLYWOOD FILLER, = 5ET IN FULL BED OF � j . BALCONY DRIP CONTINUOUS m� 5EALANt, )�" MIN. 1 : g' THICK, 3 COAT GEMENT E D C; E REPLACEMENT FACE TOFROM rR CDRIP PLASTEF: SCALE: NTS Y4 GAP FOR j NOTE: BACKER ROP 4 SELF-ADNE51 VE SEALANT FLASHING WRAPPED WOOD SHEATHING EXI3TING; DSI ' E 7GE WILL FOLp �) Ui= S/g" AROUND pis" <, TO ALLOW TIE INSTALLATION OF STUCCO DRYWALL PLYWOOD FILLER /T - THICK, 3 GOAT GEt'IENT ANF-) CA31NC. FOLLOWING; i�AINTINC, TIE THICK, 3 COAT GEMENT ��" THICK, 3 GOAT CEMENT PLASTER PLASTER -- PLASt)=R WRk3 LAYER 01, Di�Ii EDC ->:E WILL BE DENT E3AC< TO ITC a METAL LATH STucco WRAP OfRlGrINAL. LOCATION AND SEALED TO THE DRIP SCREED W/CONTROL JOINT GTUCCO WOOD SHEATHING -1 CASING .L-3EAD �� CASING BEAD BALCONY DRIP too DTL. C'AI'1T. BALCONY A1C EDGE INSTALLATION SCALE. 11/2 - I D 11 A DRIP EDGE REPAIR SCALE: NtS SCALE: NT5 I UJOO� SHEATHING �� 2x cmu WR5 LAYER #1, I� , STUCCG) WFAP \ : " THICK, 3 G0,4T CEMENT %- WOOD 5krzATH1NG, 'LA3TEfi� WRB LAYER #2, FCQRTIFIBER :~ 4" I llJR5 LAYER 01, �I" GO�NEF� E3EAD COI�NEi� BEAD METAL. LATH TI.ICGO WRAF u \. I T FASTENED TO 3�-IEATHIN� (FASTENER 4 5FACINc � � i O.G. MAX.,: THICK, 3 COAT CEMENT - I�— UJfi�Ei LAYEi�2 FOTIFfEfi� PLASTER I �3U ILD INCA'A�E METAL I.._.ATH FLn5NIN� - 1 L._: _ j \` 1' THICK, 3 COAT CEI" TENT (EXPLODED WRF3 LAYER #I > VIEW FOR CLARITY) STUCCO WRAFDRIB' CAF' WOOS 3NEATHINr /S" THICK, 3 COAT CEMENT PLASTER AFF'L IED METAL. LATH v Dlr'ECTLY TO i 1A30NFY WINp0111 FLANGE l RE3 LAYER 412, FORTIF15ER OUIL.DINCi FAFEF� 14A CORNER, BEAD � FRAME CORNER BEAD C BLO -K CASING BEAD C WINDOW (FRAME, NO BAND) I 5B A R C H !T F C T S N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 mmmmmmma SUIBDIV. & I40T: TUSCA PLACE NORTH LOT X22 1664.054 MODEL,; "2200)' GARAGE SWING LEFT PAGE: WALL ASSEMBLY DErI•'AILS ARCHITECT: STATE OF FLORIDA MAR 0 1/2012 CANTWELL NO 12079 DATE: _013 U 12 SCALE: 1/4,a-1, _ 0,? SHEET WA3 Oip2-,— 9 i `� r-- Ua iu U a W p ci f ta Q z Z z 0 Fl of � Q � �ll �~ <1 \ mmmmmmma SUIBDIV. & I40T: TUSCA PLACE NORTH LOT X22 1664.054 MODEL,; "2200)' GARAGE SWING LEFT PAGE: WALL ASSEMBLY DErI•'AILS ARCHITECT: STATE OF FLORIDA MAR 0 1/2012 CANTWELL NO 12079 DATE: _013 U 12 SCALE: 1/4,a-1, _ 0,? SHEET WA3 Oip2-,— 9 LEr-'4 �ETD DRAINAGE PLANE (WR5 LAYER 41, STUCCO WRAF) WfP,5 LAYER #2 (FORTIFIE�ER E)UILDING',�F='> METAL LATH x x x x STUCCO WOOD SHEATHING �uooD 51-1EAT1--1 ING �l� � '� STUCCP WRAP �. a 3 GOAT GEMENTTHICK, WRS LAYER #1, SELF—AD—E5IYE FLAN—INC uooD HEATHING F'LA5TER LUR LAYER 112, FORTIFfBER ,: — (� SEALANT METAL LATH 5UILDING FAF'ER LAYER #1, STUCCO U,JRAF METAL. LATH THICK 3 COAT CEMENT I I I.I.JR� LAYER #2 FORTIFIE�ER u n, X.'yam —�x-�'x: Q` (o"SELF-ADHEIzINC� I I WINDOW FRAME I METAL LATH FLASHING WRQ LAYER#a, FoRTIF1F�Ei A_ 5UILDING fi APER �VINYAL ANGLED"00/ �ExPLODEn T�-11CiC, 3 GOAT GEMENT CASING BEAD > VIEW For' E -Z BEAD VINYL CA5INC-4 CLAI�ITY� (W/-/�" FLEXI5LE FVC- ffACi<ER ROD) DRIF CAF /7/ WINDOW FLANGE WRE3 LAYER #I, STUCCO WRAF' &" 5ELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER CASING BEAD Cc-,�) WINDOW 15 c (FRAME, W/BANID) - WOOD SHEATHING; " TH f CK, 3 COAT CEMENT y4" CSAR TYP CASING-� �EAID PLAaTEiz METAL. LATHSEALANT TO WINDOW METAL LATH WRQ LAYER #l, uJR� LAYER #I, STUCCO WRAF ✓ WOOD 5H ATHINS STUCCO WRAF WINDOW FRAME LAYER 1*2, FORTIFI5ER ` ' WOOD SHEATH INC BUILDING FAF FfR - # ; . WF�5 LAYER 1 THICK, 3 COAT CEMENT II &TIJCC,0 WRAFa �'LASTER � _,,` I I d. a:X—. �=.X=— ..• 4 . {-�I I CASING BEAD7/ l OVER FEEL 4AYR �, �OT�� W F3 LAY # 2 FO TIF STICK FORTIFY �. I ... I �� D IN �'AFF�UILDING t='APER I VINYL ANC -,LED I - I CASING 5EAD - E -Z 5EAD VINYL C'ASIN� VINYL C, --n C-) I NG 5E AD (W/3/a" FLEXfD� E PVC 15AC FR f OD WINDOW FLAN • _ C -;E TI4 I CK, 5 COAT CEMENT « - F]LODED VIEW FOR F-:)L_.A,5TER 6" WIDE FEEL 4 STICK. CLARITY) 2X FRAMING OVER FLANGE x MEMBER AF'F'LY FULL BED OF SEALANT F3ETWEEN FLANGE 4 BU I LD INC-; WRAP BUILDING IURAF' CASING BEAD RAISED HAND 17 FRAME 1 ��. 1 �A,�-D TN(r�Tl- ARCHITECTS 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J LLL SLJEDIV & L.0T: TUSCA PLACE NORTH LUT #22 PROJE+�Tff 1664.054 MODEL.- )) 2200 ODEL"2200 GARAGE SWING: LEFT FACE: WALL ASSE1_�/_fL�L� DETAILS ARCHITECT- STATE RCHITECTSTATE OF FLORIDA MAR 0 7/201 .JAMEY✓ AN• ARI O 12 DATE: 03/06/12 SL+1'LJcMa 1/4»_13-0n SHEET VA4� ul � iL O ILI q F- p O LLIz f y— z � � z lZ�ll a N LLL SLJEDIV & L.0T: TUSCA PLACE NORTH LUT #22 PROJE+�Tff 1664.054 MODEL.- )) 2200 ODEL"2200 GARAGE SWING: LEFT FACE: WALL ASSE1_�/_fL�L� DETAILS ARCHITECT- STATE RCHITECTSTATE OF FLORIDA MAR 0 7/201 .JAMEY✓ AN• ARI O 12 DATE: 03/06/12 SL+1'LJcMa 1/4»_13-0n SHEET VA4� CUT HOU5EWRAF AT 45° ANGLE MODIFIED "I" CU_ IN HOU5l=WRAP LINE Or- WINDOW OPENINGS APfi ROvEP NOL OvER SHI=ATHIN WD 5TUD WALL INSTALL (o" SFLF-APHF FLASHING C NAILING FL, JAMBS EXTEND FL I" BELOW 5 PLEXI5LE f DO NOT 5E FIN MPORARILY ')LD -UP 4 SEC OUSEWRAP (O' ,ICK FLAP UND t HEAD FOLD HOU5EW IN AT JAMf35 4 5LOF'E SILL R ',15TALL 6" SELF-ADH4F =LA5HING C :OATLD AI -IEAD FLA -0 'WITH ENP 1 MAILING FL, XTI=ND SELF- ADHF =LASHING I 5EYOND Ji =LASHING NSTALL. MF ...AP r --- i JL __a____A JL f ALIGN FLASHINGS W/ INT. FF_ SF OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAF' NAILS, 5TAPLE6) INSTALL DUPONT FLE%WRAF AS TI- FLASHING AT THE FOLD HOUSEWRA DOWN 4 TAPE DIAGONAL CUT 4 ACRO$5 HEAP C WINDOW kPPLY Bio' NOM. :CONTINUOUS �l=AD >F SEALANT AT AMBS AND HEAD or 4 -PLY TO SACK OF )INDOW NAILING !LANGF IN LINE W/ 'RE - PUNGHI=D TOLES OR SLOTS. vr-_ 1 -a- IPE ADHE51vE - :XIBLE FLASHING YER DRIP CAP ECTO-WRAP FOU I v) WINDOW FLASHINC-1 11 T ,TALLATIC)"N DETAIL.'S' F U L L A P 5CALE: NiS ;1'IFIP 4 V -D TEPL 9� I INSTALL. WINDOW PLUME, LEVEL. AND 5GQUAKE FF MANUFACTURER' WRITTEN INSTRUCTIONS --APPLY MEMf3RANr= FLASHING OVER JOINT NOTE: 1. IT IS THE CONTACTORS RE5F'ON501LTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING' HOUSEWRAF', 5EALANT5 4 5FLF-ADHERING FLASHING MATERIALS USED DURINC-F CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATION5 WARNING,: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIILF. NOTE: GLEAN AND SEAL JAMS TO SILL JOINTS WIT DOW ll':)9 FOLLOWINr_3 COMPLETION OF EXTERloR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL 5E IMPLEMENTED AT ALL WINpOWS WITH EVIDENCE or WATER INTRUSION OELOW THE WINDOW OFFNINC-4 NOTE: SEAL INTERIOR 1='I=RIMETER OF WINDOW WIT SEALANT A R C H IT EC TS 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6076 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 F �a �i w a � Q w z, � Q Q z (Y ta Q Q suamv. & ldoT: TUSCA PLACE NORTH LOT X22 PROJECT# 16'4.054 MODE "22OO" GAVAGE SWING: LEFT "AGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING ARCHITECT: STATE OF FLOF11DA J. AR 7 2012 JA AER/ihl0 PRINT DATE: 03/06/12 1 SCALM: 1/4"z-4-0" SHEET WA,"-) olpr '9)