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HomeMy WebLinkAbout2428 Vineyard Cir (a)99 E3 -AL( 7 ( 99 fw,,wfw. cLTtbuTbun,,, uutib CBC1252212 5850 T. G. LEE BLVD. SUITE 600 ORLANDO, FL. 32822 Tal: (407) 850-5200 Fax= (407) 850-5300 o STATE OF FLORIDA DESIGN CRITERIA: 1oFLORIDA R. MACDONALD ELEVATION REVISIONS ABBREVIATIONS PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG CERTIFIED BUILDING CONTRACTOR: BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. ABOVE LAV. LAVATORY 151D SET W/2009 SUPPLEMENT 05/19/11 A/C ADJ. AIR CONDITIONING ADJUSTABLE LUM, M.C. LUMINOUS MEDICINE CABINET d • 2007 FLORIDA FIRE PREVENTION CODE ELEVATION "A, 15AND C' ALT. ALTERNATE MFR. MANUFACTURER D.R. HORTON HOMES • NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION Ba BOAR. ANAGE MST. METAL THRESHOLD 5850 T.G. LEE BLVD. SUITE 600 • ALL LOCAL AND STATE CODES CL CAB. CEN=IJNB CABINET MTD. MTL. MOUNTED METAL ORLANDO, FL, 32822 W ELEVATION "S AND C" �: CEILING N.T.S.C. ONTCENTER SCALE TEL: (40 7) 850-5200 z U U CPT. CARPPET � PB. PUSH BU Toxo FAX: (407) 850-5300 .00CUPANCY - RESIDENTIAL, GROUP R3 C.T. D• CERAMIC TILE DRYER PH. PLT. PHONE PLATE • CONSTRUCTION TYPE - VB DBL. D.G. DOUBLE DUAL GLAZED PLYWD. PR. PLYWOOD PAIR • MIN. INTERIOR FINISH - CLASS B DIA. DIAMETER P.T. PRESSURE TREATED BASIC WIND SPEED - 120 MPH (M/S) DIM. DISP. DRvIENSION DISPOSAL R. RAD. RISER RADIUS :1 -STORY RESIDENCE - DP. DEEP R.A.G. RETURN AIR GRILL ® STATE OF FLORIDA • 2 -STORY RESIDENCE - MAX. HEIGHT AS PER DR, D.S. DOOR DOWNSPOUT REF. RM. REFRIGERATOR ROOM LOCAL AND STATE CODES DTL. DETAIL R.O. ROUGH OPENING PROFESSIONAL ARCHITECT: D.W. DISHWASHER S.C. SOLID CORE EXT DR SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 IIA. EACH S.D. SMOKE DETECTOR USED FOR DESIGN INCLUDE: ELEV, ELEVATION S.H. SINGLE HUNG JAMES CANTWELLEQ. EQUAL SHE SHEET • CONCRETE MASONRY RESIDENTIAL EXH. EXHAUST SHTHG. SHEATHING AR N O . 12079 • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. EXTERIOR SHWR. SIl SHOWER SII F.G./FX. FIXED GLASS *AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G. FUEL GAS SLI SLIDING A.B. DESIGN GROUP INC. MN.�� FLR. FLOOR SL, GL. STD. SLIDING GLASS STANDARD S Q. F T. C A L L. S 1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR FRENCH DOOR SECTION LONGWOOD, FLORIDA 32750 1g�I0 SQ_ FT. FOOTING h� , TE EREDGLAS'S Tel: (4 0 7) 774-6078 LIVING GAG' GAR DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB Fax: (40 7) 774-4078 GARAGE 40(o SQ• � G.F.I. GROUND FAULT CIRCUIT T.O.P. T.O.S. TOP OF PLATE TOP OF SLAB INTERRUPTER ENTRE ELEV. "A' 24 50. FT. GL, GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED u u n n u n C , D ENTRY ELEV. � "El 10� S 5Q. FT. H.B. HOSE BIB OTHERWISE , H.C. HOLLOW CORE V.P. VAPOR PROOF PLAN REVIEW HDR. HEADER W. WASHER TOTAL ELEV. 'IA' 2400 80. FT. HGT.ORHT INSUL. HEIGHT INSULATION W/ WD. WITH WOOD DATE CHECKED BY: TOTAL ELEV. "k3" "C" "D" 4 "E" 2483 60. FT. nsr. INTERIOR W W/H NDOW WWAATERTER HEATER PATIO 35) 50. FT. W.I. WROUGHT IRON OPT. COVERED PATIO 168 50. FT. REVISIONS INDEX OF D REV. DATE DESCRIPTION 05/Og/11 CONTROL DATE SHEET 4 DESCRIPTION 2 C C 03/m9/11 R. MACDONALD ELEVATION REVISIONS JAMESELL PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG C1 -COVER PAGE GN- GENERAL NOTES 1 -FOUNDATION PLAN 1A -DOWEL PLAN 1B- LINTEL SCHEDULE (CAST -CRETE) 1B.1- LINTEL SCHEDULE (WEKIWA) 1C -WIND LOAD CALCULATIONS 2 -FLOOR PLAN 3B -ELEVATION "B" FRONT & REAR 4B -ELEVATION "B" LEFT & RIGHT 4B.1 -WALL ASSEMBLY ELEVATION "B" 5B -TRUSS PLAN ELEVATION "B" 6 -ELECTRICAL PLAN 7 -MECHANICAL PLAN 8 -CABINET LAYOUTS D1 -FOUNDATION DETAILS D2-MISC. DETAILS D3 -1 -STORY WALL SECTIONS D4-MISC. DETAILS D5-MISC. DETAILS WAl -WALL ASSEMBLY DETAILS WA2-WALL ASSEMBLY DETAILS WA3-WALL ASSEMBLY DETAILS WA4-WALL ASSEMBLY DETAILS 3 03/3m/il R. MACDONALD REVISIONS 05/05/11 151D SET �} 05/19/11 R. MACDONALD REVISIONS t/1 05/27/11 CONVERT NEW TRU55 ENCS. FROM SOUTHERN d ELEVATION "A, 15AND C' A(o 0(o/0B/ll CONVERT NEW TRUSS ENCS, FROM GGA FOR ELEV "A" 06/15/11 5AW CRASS 5,4Y ELEV. "D" 4 "E" O o&115111 5UMMERLAIGE ELEV. "F" 4 'G 06120/11 CONVERT NEW TRUSS ENCS. FROM ACCUSPAN FOR ELEVATION "5 AND C" 01/12/11 CONVERT NEW TRU55 ENCS. FROM PR05UILD FOR 44Q W ELEVATION "S AND C" 1 08/10/11 CONVERT NEW TRUSS ENC. FROM PROBUILD FOR ELEVATION "D AND E" z U U 10/10/11 ADDED ENTRY COLUMN SECTION DETAIL TO PLAN5 (K FOR ELEVATIONS "S,C,D AND E ° 11/21/11 STANDARDIZED HVAC LAYOUT O E ED PATO TRUSS ENCS 11 /1 /11 CCA ELEV. B V R PG WA5-WALL ASSEMBLY DETAILS „ 01/21/12 Ai�PLIED WALL ASSEM5LY DETAIL TO PLAN Vol OFFICE A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1. i ti CS) JAMESELL N 9 PRINT DATE. 02/12 i2 SCALE: 1/4"=1'-0" SHEET t/1 OP:3 w d O O 44Q W w w pL Q iY 00 q z U U � t)j ik (K SUBDIV. & LOT: TUSCA PLACE SOUTH LOT #3 PH -2 PROJECT# 02108.006 MODEL: ),1070,) GARAGE SWING: LEFT PAGE: COVER PAGE ARCHITECT ("STATT E OF FLORIDA iFER 14 2G'ly �. s 1 0 JAMESELL AR 4il20 9 PRINT DATE. 02/12 i2 SCALE: 1/4"=1'-0" SHEET C 1 OP:3 �. s 1 0 1 0 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 ii. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 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 SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 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 SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECT/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 R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: 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 GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS 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 BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.11 ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSL 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3'-0".FRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/," D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11'/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU; I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA - THE ENGINEERED WOOD ASSOCIATION: L ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, UNO. Fb = 1,500 PSI Fv = 175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE 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 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 112" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC.4 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH'/" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, $" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH 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 112" GYPSUM BOARD. FBCR 311.2. w A R C H I T EC TS Design Group inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w w w w Q � n 0 q U A � ti SX7BDIV. & LOT: TUSCA PLACE SOUTH LOT #3 PH -2 PROJECT; 02108.006 MODEL: 19 70 GARAGE SWING: LEFT PAGE: GENERAL NOTES ARCHITECT- STATE OF FLORIDA - r ER 14 I'r, JAM PRINM DATE: 02/12/12 SCALE: 1/4"=1'-0" SHEET ICT O Pc 0 29'-3" i'-@" 3'-9" 29'-8" 6'-2" 4'-2' D1 "12 TV CONC. I w SLABp 112, I DI N 1@ EXTEND D1 SLAB 1 1/2' I I .I I■ I n M " 4 CONC., IREINR W/ ro xro 10 WWM OR 1=1BERMESH ON (o -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN a' 6► TERMITE TREATEMENT SHALL BE BORA-CARE @'-@" ELEV. ■ I FIN. GONG. SLAB ■ ■ LAV. I x'� Qo 2x6 WALL 5'-9" I, 2'-9' , 15' -11" ■ ;r — @'-@" ELEV. Q DWS mN. CONC. SLAB I I L!JL:J ■ I n n n In i n n i 14i-2 1i -i 3i-9 6-@ 1i -I1 6-1 1 I I 1 i mi I L ISLAND J DI ■ qoo__' 1' ELECT'L — CHASE -- A/C OPT. Wc.I {—'}/\ h 6' ' L ---U I 4' LONG. - `„ SLAB ■ -� 2' STEEL -5 1/2" BOLLARD EXTEND 14'-4' g'_@" SLAB 1112' 4'-4" cr1 1 r 1 OPT, I I OPT. D. II W. I JL J 5 2x6gWALL �m l ■ ■ D1T @'-m- ELEv. `1 FIN. CONC. SLAB 8 I n � = I. 2I- 6 D1 EXTEND I ■ D1 @3,_ 1'-4" SLAB 11/2' ImlI. -47 1 11 I 4 O CNC. D1 D1 DI SLAB -FOUNDATION PLAN-ELEV, A ED POUR WITH DRIVEWAY *A/C LINES FROM AIR HANDLER UNIT TO CONDENSOR TO BE RAN IN ATTIC. 14'2' / I UNIT SIMPSON WB SECURE STRAP TO ROLL STRAP LAV. ( 142><(-,,O i I CONC. W1 (2)-3/1ro"X2' OR EQUAL TU f I I TAP -CONS LV. 61 _ SECURE STRAP TO — — —I CONC. SLAB UNIT W/ (2) "Sxl 114 8 � — — — 71 SHT MTL SCREWS We A C CONNECTION 4@X4@ — — � SHwR_ , TO PAD DETAIL OPT. OWNER'S BATI3 24"X24"X12" CONC. I i ■ ■ ■ PAD W/3 -*5 BARS I e a i -3 112" I E.W. ON CHAIRS MN, 3' COVER DI @ l3-TYP) Lu I— t ICONC. � I DI SLAB I ■ ■ ■ I ELEVATION99 B 99 99 C 99 99 D 9 9 n 9 9 E 99 24'X24'X12" CONC. PAD W/3-05 BARS N E.W. ON CHAIRS MII 3" COVER (2 TYP) U- 41CONCl e l SLAB I " 4 N 29'-8" ro'_2n 4'-2' ■ ■ ■ ■ Ll (�)COV. PORCH 2(o L' PAVERS �I I 411 24"X24'X12" CONC. I 0 i CONI. I PAD W/3-05 BARS iu SLAB E.W. ON CHAIRS ' Q MIN. 3" COVER O (3-TYP) N Ll.l 5OPT . LANAI W PAVER PATIO \11� A R C H I T E C T S 1441 N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w N lu O w } } to A w � 4 O d z a h FROO IV. 8e LOT: TU PLACE OUTH #3 PH -2 CT# 108.006 MODEL: %970" GARAGE SWING: LEFT PAGE: FOUNDATIO PLAN ARCHITECT: NO 12079 If PRINT DATE: 0 2 12 /12 SCALE: 1/4' 1'-0" SHEET OF� F n ATE "N Du"WEL PLAN ELE"wv U l I �� Y ELE ATI O T 99 Jr -1 99 % 99 C 99 ,, 99 D 99 & 99 E 99 ® I r, Design Group Inc. 1441 N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.cor AA #: 0003325 SUHDIV. & LAT: TUSCA PLACE SOUTH LOT #3 PH -2 PROJECT# 02108.006 MODEL.- "1970)) ODEL."19"70" GARAGE SWING: LEFT - PAGE: DOWEL P LAN ARCHITECT: STATE OF FLORIDA PER 4 _Gi2 JAMES A ELL AR 12 79 PRIN DAT 02/1 12 SCALE: 1/4"=1'.-0" SHEET 1A OF23 A lu W D w w W W � � rU4� Vl O H 1 �UI C C�1 — r SUHDIV. & LAT: TUSCA PLACE SOUTH LOT #3 PH -2 PROJECT# 02108.006 MODEL.- "1970)) ODEL."19"70" GARAGE SWING: LEFT - PAGE: DOWEL P LAN ARCHITECT: STATE OF FLORIDA PER 4 _Gi2 JAMES A ELL AR 12 79 PRIN DAT 02/1 12 SCALE: 1/4"=1'.-0" SHEET 1A OF23 A 1 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U—LINTELS 8" PRECAST & PRESTRESSED U—LINTELS CRrn R,� L-ENGTH GRAVITY UPLIFT GRAVITY LATERAL TYPE LENGTH U SIS 8F8- aF1z-0 lb- 0- 4-0 8- 32-0 BF8-0 eF12-0 eF1b-18MO-1 8F24-113 81`28-115 51`32-1152'-10" 1349 PRECAST 2302 Bibb 4413 6039 '1526 9004 10412 11936 91bb 4413 6039 1526 9004 10412 1 11936 3'40' 1429 PRECAST ?302 3138 3311 4689 6001 1315 8630 9941 3166 4413 1 6039 1526 9004 10412 11936 4'-0"(4S") PRECAST 2029 2325 2496 34b1 4438 5410 b384 1358 2646 4413 6039 1526 9004 10412 11936 4'-6' l54'J PRECAST 1651 1181 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 9004 10412 9bbB 5'-4' (b4') PRECAST 11134 1223 1301 1889 2311 2826 3336 3846 1665 2889 6051 6096 5400 6424 1450 $'-10'l�0') PRECAST 9�2 1000 1059 1414 1889 7304 2121 3131 1459 2464 4144 5458 4431 5280 6122 PRECAST 93-11255 1212 1315 1815 2441 Solo 3583 4151 2101 32b3 214b 3358 3911 4585 1255 2101 3396 5260 1134 8995 6890 -V-6' (50') PRECAST 161 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 5596 6613 5041 V-4' (112,) PRECAST 513 b32 1049 1469 1210 1482 1154 2021 168 1212 1818 2544 3469 4030 3121 10'-6'1126') PRECAST 45,6 482 802 1125 916 1122 1328 1 1535 658 1025 1514 2081 2114 3130 1 2404 11'-4' 1136') PRECAST ,�4r� 598 935 1365 1854 2355 1193 2015 698 935 1365 1854 2441 3155 4044 12'-0"(144') PRECAST 414 646 864 1264 1689 2014 1610 1818 555 864 1254 1693 2211 2632 3590 W-4"(1609 PRECAST 3b2 421 126 1028 1331 1635 1224 1418 485 148 1016 1438 1855 2343 2920 14'-0'1168') PRECAST 338 381 648 919 11901 1462 1081 1260 455 100 1003 1335 1114 2153 26&6 14'-8' 11'16') PRESTRESSEDNR N.R. 14'-8' 1116') PRESTRE89ED NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 V-4'(1649 PRESTRESSEDNR N.R. 15'-4' (184') PRESTRE95ED NR NR NR NR NR NR 420 695 1250 1855 2310 2890 3410 11'-4' (205')PRESTRE88EDNR N.R. 11'-4' l?08')PRESTRESSED NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 i9'-4'(2329 PRI=STRESSED 188 216 449 1.49 814 1121 1389 NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4' (25(a'J PRESTRESSEDNR N.R. (256')t'RESTRESSED NR NR NR NR NR NR 183 330 610 940 1340 1180 2110 22'-(d'!?h4'JPRESTRESSEDNR N.R. 22'-0'(2&4')PREST1E39ED NR NR NR NR NR NR 10 300 510 610 1250 1660 1910 24'-0C?BB') Ff�ESTRES9E N.R.rlN',.� 24'-0'1288') PRESTRESSED Nit NR NR NR NR 4e 30 240 410 120 1030 1350 1610 8" PRECAST & PRESTRESSED U—LINTELS CRrn R,� L-ENGTH UPLIFT UPLIFT GRAVITY LATERAL LENGTI-I BFB -1 12-1T 1& -IT 20-1T 24-1 Z8 -IT 8F32 -1T " ere 0-2 I2 -7T 16 -2 X -70 -213F24 -2 8-2 5732-2T 2'-10"(34") PRECAST 2121 2818 4101 5332 6569 1811 8055 2021 2021 2121 2184 3981 6190 6401 1630 8851 3'-6' (42') PRECAST 2165 2289 3260 4231 5219 6204 1192 1251 1251 591 6061 1036 21b5 2215 9165 4125 0 W-0" (48') PRECAST 1818 1989 2832 3680 4532 5381 6245 938 938 1818 1925 2150 3583 4422 5264 6110 4'-b' (54') PRECAST 16&0 1162 2601 3261 4010 4161 5525 -121 121 1660 1105 2435 3111 3913 4658 5406 5'-4' (64') PRECAST 1393• 1393 1484 1431 2110 2050 2141 2610 3316 3293 4010 3920 4648 4549 505 505 PRECAST 1212• 1351 1930 2505 3084 3665 4241 418 418 1212 1315 1815 2441 Solo 3583 4151 (W-6"(15") PRECAST 1141+ 1200 1133 2250 2169 3290 3812 X07 �� 1141 1182 1684 ?192 2103 3216 3132 �'-6' (90')PRECAST 1886 912 1029 1415 1466 1914 1901 2191 2191 9240 3245 591 b5_t 9'-4' (112') PRECAST mr, 980 1269 K11101 1862 Zt44454 630 155 1192 1550 22112634PRECAST 4sa 193 1ra211496 1131 6 493 611 1039 13892034 2358 il'-4' (136') PRECAST bbb• 439 696 899 1104 1309 1615 363 556 666 535 905 1295 1595 lee& —71w- 19812'-0"(144') 7-0"(144")PRECAST bO1+ 400 631 alb 1001 1186 1312 340 494 631 486 818 1209 1514 1199 2086 l3'-4' (*0') PRECAST 500+ 340 532 686 841 991 1153 302 398 613 409 682 1004 1361 1&31IB91 14'-0'1168') PRECAST 458• 316 493 b35 118 922 1065 2136 360 548 318 629 922 1254 1661 1816 145c3 14'-8' 1116') PRESTRE89ED 243 295 591 124 851 `moo N.R. 351 249 352 582 852 1156 1491 1142 15'-4' (184') PRESTRE95ED 228 218 430 553 611 801 W5 N.R. 321 228 329 642 191 1012 1381 161b 11'-4' l?08')PRESTRESSED 188 236 361 464 661 610 114 N.R. 255 188 216 449 1.49 814 1121 1389 19'-4' (232') PRESTRESSED 165 201 313 401 490 518 661 IN N.R. 204 165 239 383 550 136 940 1160 (256')t'RESTRESSED 145 186 218 35b 433 512 598 N.R. 112 142 212 336 411 635 801 993 22'-0'(2&4')PREST1E39ED 140 100 ?68 343 418 493 568 N.R. Ibl 131 205 322 451 601 111 941 24'-0'1288') PRESTRESSED 121 165 244 st? 380 4e 515 -633 N.R. 135 NN 124 186 290 408 538 680 -Rt1�,uC.0 YALUL a l dcp + rvr% G9m~r. ww mr-&-w mCGAR 8" PRECAST W1 2" RECESS DOOR U—LINTELS C R,� L-ENGTH TYi=E UPLIFT GRAVITY 1�'-4' LATERAL TYPEk LENGTI-I atm°-tt aRFtm-tt 8RF14-1T a1�f18-IT SRF22-IT CRF76-1 MF30-I BRF6-2T 8RF10-2T 8WI4-27 aRF184T SFZM2-2T BRF26-2 OW30-2 8fiF9- 0WO-05BRFI4- N;*16- 81*22- 8RF26- CRP3©-ca 4'-4' aRFb-le er�rd-16 aRFl4-IB aRFla-18 aRr22-IC aRF26-I6 aRF30-18 4'-4' 152') PRECAST 3260 1591 1821 3053 3412 2982 4982 3954 6412 4929 1941 5904 9416 6880 10818 4'-6' (54') PRECAST 1501 1449 2162 2114 3600 4481 6315 6264 1102 3412 43B2 6412 1941 9416 10818 5'-8' (b8') PRECAST 185 832 1602 1550 2056 2566 3015 3585 1153 2162 4014 641? &516 5814 6839 51-10'(10') PRECAST 1138 1099 113 1500 1449 1974 2400 2816 3352 135 1103 2051 3811 6412 6516 5450 6411 b'-8' (80") PRECAST 822 Sol 1611 2933 251b 3223 3812 4522 901 1&11 1 2933 4100 1 b130 8111 1 6101 -b' (90')PRECAST bbr, 161 1311 7252 1958 ?461 ?344 3439 164 1311 7329 3610 5492 6624 5132 9'-8' IN (1161) PRECAST 311 420 894 1253 1011 1347 1614 1886 535 928 1491 2119 2618 3595 2--- 8" PRECAST W1 2" RECESS DOOR U—LINTELS •f11--pu GE VALUE ST IS;. FOR GrRA AM 40 FIELp Rkf�AK L-1 O (0 lu N � NW N LU 1 CV W ELEVATION "A" 1 1 L— s 1 1A w� L-ENGTH TYi=E UPLIFT L- 1 1�'-4' LATERAL TYPE Li=NGTN atm°-tt aRFtm-tt 8RF14-1T a1�f18-IT SRF22-IT CRF76-1 MF30-I BRF6-2T 8RF10-2T 8WI4-27 aRF184T SFZM2-2T BRF26-2 OW30-2 SRU 8 4'-4' (52') PRECAST 1244 D13 2413 3260 4112 4961 5825 932 932 NN 1244 1519 2339 3110 4008 4850 5696 4'-6' (54') PRECAST 1192 1501 2311 3121 3931 415& 5511 853 853 1192 1455 2240 303b 3831 4643 5453 V-81 1613') PRECAST 924• 1112 1195 2423 3055 3689 4326 501 501 974 1132 1141 2351 2,117 3603 4230 PRECAST 896+ B9& 1138 1099 1142 Ib90 2357 2288 7866 2891 3581 3491 41`18 4106 4669 9 4 (0'-8' (80') PRECAST 118 882 1513 2042 2513 3101 3642 630 1100 118 956 1468 1981 2509 3035 3563 C90') PRECAST b88 691 1325 1810 2280 2153 3271 110 941 688 849 1302 1162 2225 2690 .5el 9'-13' 1116') PRECAST 533• 433 008 1123 1413 1104 1995 516 614 633 521 1003 1369 1728 2088 2450 •f11--pu GE VALUE ST IS;. FOR GrRA AM 40 FIELp Rkf�AK L-1 O (0 lu N � NW N LU 1 CV W ELEVATION "A" 1 1 L— s 1 1A S1RF22 -05AT SF28-15AT STM Tt LINTEL SCHEDULE LINTEL NO. L-ENGTH TYi=E COMMENTS L- 1 1�'-4' SP28-IB/lt L- 2 4'-116 SRF22-015N/1T RECE55Ep L- 3 5'-110" 5Pi6_05AT r - L- 34 4'-6" SPI6-0811T • s • • SF8-1B/1T SF16-05/1T S1RF22 -05AT SF28-15AT STM Tt LINTEL SCHEDULE LINTEL NO. L-ENGTH TYi=E COMMENTS L- 1 1�'-4' SP28-IB/lt L- 2 4'-116 SRF22-015N/1T RECE55Ep L- 3 5'-110" 5Pi6_05AT r - L- 34 4'-6" SPI6-0811T ELEv. 5,C,PtE 1- 35 41_6' SF16-05AT ELEv. S,C,p:E 1- 4 4'_6' 8F16-05AT L5 4'-6' 8016-05/IT L- 6 4'_6' BF16-05AT d L. -1 808-I5AT w L- B 4'-6' BPi6-0511T N L- S 41_6' SFI6-05AT L- 10 4'-6' SPIE-08/IT 1- it 4'-6' SF16-05/1t L 12 4'-6' et-16-05AT L- 2 �e 25-6H 25-5H I I ENTRY fL-3A L -3B 2W_______________ 7' B 97 97 C 97 "D"' D"7 W "E 7. ( 11 --)ELEVATION y9 1 J CAST -CRETE LINTICL SCHEDULE 05 RESAR AT TOP SAFE LOAD TABLE NOTES MIN. (v REQ'D MATER1,4L8 Gx NERAL NOTES 1-trz' CLEAR i. All values based on minimum 4'bearing. Exception: Safe loads for unfilled TYPE DESIGNATION � ~ '• :• p 35018 pet. 1. Provider full mortar head and bed joints. lintels must be reduced by 20% If beartng length is lees than I. f'c recast lintels ■ 2. f'c prestressed Iintele ■ 6(000 psi. 2. Shore fillerd Iintele as required. Safe loads for all recessed lintels based on 8 nominal bearing. F IN FiLLED WITH GROUT / U - UNFILLED 3. installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. ■ Not Rated. QUANTITY OF "5 1?EBAR AT 3. f e grout - 318(40 pet wi maximum 3/8 aggregate. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified. Fr ip 4. Concrete masonry unite (CMU) per ASTM C90 w/ f 60TTOM OF LINTEL CAVITY +• ;. minimum net area compressive strength ■ 19100 psi. vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. t '" ' GROUT 5. Reber provided to precast lintel per ASTM Ab15 GR60. 5. All lintels most or exceed L/360 vertical doflection, except lintels 11'-4' and 5. Additional lateral load capactty can be obtained by the designer by providing r_n Field rebar per ASTM A615 GR40 or GR60. longer with a nominal height of 8' meet or exceed LAW. addlonal reinforced masonry above the precast lintel. a�, ( -,5/1T X � p 6. Bottom field added rebar to be located at the bottom of the lintel cavtt . ;� "5 RESAR AT 60TTOM 6. Prestressing strand per ASTM A416 grade y b. One 011 rebar may be substituted for two �5 rebars in B lintels only. i • • OF LINTEL CAVITY -J 1. 7/32 diameter wire stirrups are welded to the bottom steel for mechanical anchorage. de from the safe load tables b gdesigner a evaluate concentrated toe 21fA low relaxation. p 1. The mag y NOMI WIDTH 1. 7/32 wire per ASTM A510. S. Gast -In-place concrete may be provided in composite lintel In lieu of concrete masonry units. calculating the maximum resisting moment and shear at d -away from the face of support. �- D � QUANTITY OF 03 I:30tTOM REINFORCING S. Safe load ratings based on rational deaf n anal els per ACI 318 and ACI 630 NOMINAL WEIGHT RESAR AT TOP 1-5/e'ACTUAL 9. Mortar per ASTM C210 type M or S. g g y p 13. For composite lintel heights not shown, use safe load from next lower height. PROVIDED M LINTEL 9. All safe loads In units of pounds per linear foot. 8' NOMINAL WIDTH (VARIES) A R C H I T E C T S } LU LU F- N 10 J UJ r - W Q _j Q O Design roup ,„c. T 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325-- SUBDIV. & LOT: TUSCA PLACE SOUTH LOT #3 PH -2 PROJECT# 02108.006 MODEL: "19'70” GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE ( CAST—CRETE) ARCHITECT - STATE OF FLORIDA 'EB/1�4 20-,2 PRINT DATE: O2 12 12 SCALE: 1/4"=1'- 0" SHEET O P' I } LU LU F- N 10 J UJ �1 W Q _j Q O Z: D z d w (J IY QC N dl t~ N m r 100 SUBDIV. & LOT: TUSCA PLACE SOUTH LOT #3 PH -2 PROJECT# 02108.006 MODEL: "19'70” GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE ( CAST—CRETE) ARCHITECT - STATE OF FLORIDA 'EB/1�4 20-,2 PRINT DATE: O2 12 12 SCALE: 1/4"=1'- 0" SHEET O P' "7llil UJ E < I UJA 915"0' CONCRETE FR0DUCT5, INC. P.O. BOX 2713 ZELLWOOD, FL 32798 (401) 886-2511 1-800-654-5139 FAX 401-886-0195 LINTEL NO. LENGTH TYPE COMMENTS ffyj aman11r ATmmIlffm r! =mpi ". zfmnE7.raaII PLF TOTAL LENGt �./..�/�// // .rev �:!„�.. 71'/-!/4 996%1 _tbh 9l9J�r9J4.b'bJ�rb'HfH'9�_;/�N,9Jh� L-2 4'-8" 8/22-5-IU/01- RECESSEp 1_-3 5'-I0' S/leo-S-IU/OL 2'-10' 1--344'-6' 6021&14 5/16-6-iU/0L ELEV 15,G,p4E 1--35 4'-6' 5/16-5-iU/01- ELEV B,C,D4E L-4 4'-61 8/16-S-IU/OL Preta8t L-5 4'-6' 8/16-6-IU/0I_ �'� ��Ir/xlrl�f '�Y[9J��iiSs�La -m =I 9l YJ•M:f/iM-IA kTiidMW?�=�L'.Stf�'.1fa L -(o 4'_6' 8/Iro-S-IU/OL. 10000 10000 IBM= IMMA mmr122-m MEM -2 111111110122-1111111 ��tt�l���t��tl�-�t»��nr�t• 10000 �� L-8 41_6' 8/I�-S-IU/OL -1•�JYJ� L-5 4'-6' 8/I�o-S-IU/OL 10000 L-10 4'-6' 8/I�o-S-1U/iDL 4'-b' L-11 414o' 8/16-S-iU/rDL ri �llis.L:�I�LS:41•�tsl:}:)♦' L-12 4'-6' 8/16-5-1U/0L 10000 BDRM. 2 N � L1-1 O F4 Lll BDRM. 4 _ I N 25-5H 25-5H w L-11 ENTRY I I I 8'-8" CLC. L- 3A L- 3B I I I l ----- --- ELEATELEVATION I®N 99 B 99 m 99 C 99 m 99 11rj_x 99 & 99 E 99 OWNER'S SUITE V-0' GLC. L__j GARAGE 8'-8" GLCa. BDRM..3 SI -8" CL.G. BATH Io ------------� I W.I.C. e 0 0 0 0. BATH ----------------- - 16'-0" X 1'-0" O.H. L-1 1 l PATIO L- 7 6080 SGV, FAMILY ROOM NOOK 8'-8" CLC. r---lr--� I II I II ELEVATION 59'9 DINING ROOM LIVING ROOM 8'-8' CLC. `) L- 6 1 Ill n 0) Nle l L- 4 8" LINTEL UPLIFT 22'-fD' z 2d'-sD' a JR. ■ Not Rr 12" LINTEL GRAVITY 8 LINTEL GRAVITY LINTEL - �.� - Len9 SAFE GRAYITT LOADS (PLF) ffyj aman11r ATmmIlffm r! =mpi ". zfmnE7.raaII PLF TOTAL LENGt �./..�/�// // .rev �:!„�.. 71'/-!/4 996%1 _tbh 9l9J�r9J4.b'bJ�rb'HfH'9�_;/�N,9Jh� ®®�=�-il-�_rh•,4j1i,97�r979:N'9]_r9:N,'hl9i 8/B -S -mL � r� IN,9:9��rilhr/! SII _!I,h.,9J9)1 ®®_ 8/24 -S -0L est a sear sem.�r/h1111 Vii)_'/ifN"Il11 mmM;_Y!�NTri1:m. 001. .4i 9J��//' til!/i rllJl:4.,4)mmixil9."/J ��I:9M ®®�L:S//1!��2Ya��'.1a&? 2'-10' X00 � r9Jh.,4,,J0mr2L20 'A_fb'gy'blb� 1111111 92.72 -m�71i:7_mm01914.bV/,(NTr.'r/IaJ�r979r9:r,M(/e�Ir6iAi!6!4!/1!91 6021&14 Pias+ V/8 -8 -IL 1232-9-1L 12/16 -S -1L 1220-6-u 1224-8-tt 1220-6-1L _r9 I,!/J4)_ r9Jd,%,4�_rll,4Ja,9� ��9 H H19�� ®®�Far9��CiIL:��iI•o�y���s.7lti:l�roy��:lct:s.>■�.:5{~! 0000 all Sj-��'ryX•�_rN'.�1/J! ®®�f?91.1•�GY11C>♦as-Z. 10000 o mork2 -�fl�f7!/lr/�tl.1:S� [r11�•7%'r•%7�U- 0= _4i)♦�v�!!�19!11!i_irJ�rliiifi�H�_(/Il�,hl9�1 10000 Preta8t mmid-f _m�:_i: Em 1::mNmuw: mm rn9111ni�r'.:9:9m>t 2603 1420 10000 loom loom 10000 0000 �'� ��Ir/xlrl�f '�Y[9J��iiSs�La -m =I 9l YJ•M:f/iM-IA kTiidMW?�=�L'.Stf�'.1fa �1r9►■a�:rs:l��:x���rrra�arxa11111111=0 10000 S ��k%1cyJ!ll=ZlJ�16�4 �l l�EEL"= �wyra� 10000 10000 IBM= IMMA mmr122-m MEM -2 111111110122-1111111 ��tt�l���t��tl�-�t»��nr�t• 10000 �� 2l:f • ��}'� _ r 7/•lh! �'r/il (:>• �' �cT9k1� � ��%� �!♦ �I:S:1��1. r.%f ���-]I♦ �7y/74�I`'^Z91'1� �(rl"•S!! ®�1a:1:1•�:':YI�PYia�f9rli>•�la':YJIi'YL loom -1•�JYJ� /i _ � a/ LLIi'--�'�Lt�• ii�tt���h3lr� 9 �lli:�! 10000 10000 �i1i• �:�.� �,��-� 1_ r41cf a a■ rr 6:. �f�111111111 �llL�� ar �/.r! � rh:�:,. � w7�.z a �r..:l.L:>• �r;T9�>• �r9:.�%1• �s::.x'• ®���5:`s�c��rS4:>•�(:Yrs��rih��itY��t�f9�' 4'-b' PRECAST 1398 ��f�t:Tid"-��� ri �llis.L:�I�LS:41•�tsl:}:)♦' 1119 9284 1111 � aa■� �L%! �1♦ ra n � i � �LYl� il)!'!L1%� a!� 10000 10000 2714 5412 100010 100100 10000 10000 ®��Lk�t:/ d'-8' i•�3i��k�>•LE-viii//' 4 �Y}'z1• tkl�i1✓ miorlE91111•t ghmm�ly/�tiLYim 1298 2111 4660 i��1:1����k�l•i'Y7���Ya�llVatt�-7�/S1�.3�F��7= 6520 �Yil•� ]I�L�Tirk3�-�R�lf7cki�L�ESm�-_mml �' 22'-fD' z 2d'-sD' a JR. ■ Not Rr 12" LINTEL GRAVITY 8 LINTEL GRAVITY N.K. ■ rot Keeommdn 0C3 1 �" I INTFI UPI IFT LINTEL SAFE LATERAL LOADS (PLF) Len9 SAFE GRAYITT LOADS (PLF) SAFE GRAVITY LOADS PLF TOTAL LENGt TYPE 8" PLAIN 8/B -S -mL 8/12 -S -0L 8/Ib-S-OL B/10-5-0 8/24 -S -0L /28 -S -0L 8/32 -S -0L 8/8 -6 -IL 8/12 -6 -IL 8/16-6-11- 8/20-8-iL 8/24-6-1L 828-8-1L 8/3? -S -IL 2'-10' PRECAST 6021&14 Pias+ V/8 -8 -IL 1232-9-1L 12/16 -S -1L 1220-6-u 1224-8-tt 1220-6-1L 10000 10000 0000 0 0 10000 10000 10000 100/110 10000 10000 10000 Preta8t PRECAST 2603 1420 10000 loom loom 10000 0000 loom 10000 10000 10000 10000 10000 10000 10000 10000 10000 10000 10000 4'-0' PRECAST 18?1 loom 6133 9515 10000 10000 10000 10000 1853 10000 10000 10000 10000 10000 4'-b' PRECAST 1398 5018 1119 9284 10000 10000 10000 2714 5412 100010 100100 10000 10000 10000 d'-8' PRECAST 1298 2111 4660 6588 6520 10000 10000 10000 2111 4902 10000 10000 10000 10000 10000 5'-4' PRECAST 1006 1661 3409 4823 6239 16"58 9011 10000 1651 3556 6431 10000 10000 10000 10000 1641 PRECAST 848 1461 3001 5111 8888 10000 10000 10000 1461 3001 5111 8888 10000 10000 10000 100" PRECAST 110 1232 2440 3934 6250 8589 10000 10000 1232 2440 9934 6250 10000 10000 10000 1-6' PRECAST 562 1001 1918 2942 434.6 641x1 10000 10000 00 1918 2942 4346 b461 10000 10000 1'-8' PRECAST 544 915 1849 2813 4131 bolo 9245 10000 9111 1849 28M 4131 6010 924"5 100014 b2 PRECAST 511 916 1124 2602 3181 5030 1958 10000 916 1124 2602 3151 5405 195!5 10000 8'-4' PRECAST 482 Sb4 1615 2415 3444 4866 6983 10000 864 1615 2415 3444 4810 6983 10000 9'-4' PRECAbt dll 141 1361 1991 2168 3169 5124 1061 141 1361 1991 2168 3169 5124 1061 10'-b' PRECAST 949 636 1148 1649 2231 2962 3883 5094 636 1148 1649 2231 2962 3883 5094 II' -4' PRECAST 318 514 1028 1465 1964 25bb 3305 4239 5l4 1028 1465 1964 2666 3305 4239 12'-0' P !RECAST 292 533 950 1343 1189 2316 2961 3134 533 950 1343 1189 231b 2951 3134 @'-6' PRECAST ?11 505 898 1264 1616 2151 2130 9426 505 898 1264 1616 2151 2130 3426 13'-4' PRECAST ?55 464 822 1161 1515 1935 2425 3010 464 822 1112! 1515 1935 2425 9010 I4'-0' PRECAST 239 436 169 1013 1406 1186 2225 2141 43b 169 1013 1406 1186 2225 2141 14'-8' PRESTRESSED NR. N.R. N.R. N. N.R. N. . N.R. Nig, 480 811 1234 1421 1119 2188 2662 15'-4' PRESTRESSED N.R. N.R. N.R. N. N.R. N.R. N.R. N.R. 454 105 11&0 1331 Ib60 2032 2459 11'-4' PRESTRESSED N.R. N.R. N.R. N.R. N.R. N.R. N.R. N.R. 389 652 982 1111 1319 1611 1991 19'-4' PRESTRESSED NR. N.R. N N.R N.R. N.R N.R. -R. 339 5bi 849 9bo 1111 1415 1616 20'-0 PRESTRESSED NR. N.R. NR. N.12 N.R. N.R. N.R. NR. 325 543 812 911 1122 1345 15130 21'-4' PRESTRESSED NR. N.R. N.R. N.R. N.R. N.R. N.R.N.R. 235 500 146 840 1024 1224 1441 22'-0' PRESTRESSED N.R. N.R. N.R. N. N.R. N.R. N.R. N.R. 261 481 111 806 981 1111 1316 24'-0' F'Rl=STRESSED NR. N.R. N.R. N.R N.R. N.R.N. 1161 N.R. 03 3 &40 8 0 03 2 0 N.K. ■ rot Keeommdn 0C3 1 �" I INTFI UPI IFT NR - Not R'+tommanded 8" LATERAL TABLE LINTEL SAFE LATERAL LOADS (PLF) Len9 TV. SAFE GRAVITY LOADS PLF 2 - ocaal Total Length �� 12' 12/8-8-0L 12/12-8-0L 12/V, -8-0L 12/10-8-0L 12/14-5-0L 1228.9 -mL x2/32 -5-®L Pias+ V/8 -8 -IL 1232-9-1L 12/16 -S -1L 1220-6-u 1224-8-tt 1220-6-1L 12/9? -s -u 920 Pretas4 4.8' Pretest 850 1600 5'-4' Preta8t I loom 1420 10000 loom loom 10000 0000 loom 625 Precast 8204 0941 9401 600® 10000 loom loom 10000 loom Dom 4'-0' Precast lom loom Procrit 410 820 0000 10000 loom 10000 2242 3 1DDDD 119000 0000 4'-b' Precast 12000 Precast 5603 1103 93 I 215 550 T1a2xpoh 1421 Imi loom 1 loom Protest 4-8' Pretas4 W40 156 00 __xvmw_ 601 8535 loom0 190mm loew 698 I 11 LOOM loom 100" 100" 10000 D'-4' Precast 14-8' 2010 3418 4821 6231 1641 10000 10000 1234 4 2 10000 Iommo loom loom 5'40. Precast 19'-4' 455 4423 6 sm Ass" 100" 100" 10000 1044 2206 4423 8091 10000 10000 10000 10000 6'-6' Precast 21'•0' 2m Nm m1p 1mr, 0632 119000 oomm 614 853 3589 b228 0000 10000 IMM loom 1'-6' preeast 692 1621 2 1 4"1 12w M21 lop" Ivow mg 20 4"1 IPOO 100" loom 0000 T-8' Precast b01 bo91 I 4463 24ya b2 loom 10000 610515 6 119 4463 861 10000 100" loom too" Precast PretestSao 14M 21536 1 4119 62" D426 loom 629 1318 2536 4119 6268 3353 ImmeO 10000 6'•4' Protest 4064 MIS 0315 3623 b44b 1696 V41 100" b93 12M Mr, M3 11,144p "1 0000 0000 9'-4' Precast 41'9 46 522 9111 0000 506live IN 011 162 466 6522 %III DOM 10'-6' Precast Precast105 1012 Ibm 2611 3732 b126 904 184 430 wi Itlat 2611 3132 15126 &W4 W43 146 Proust 16 4566 I 6662 18 4499 5816 1301 368 Bbl 1514 2319 3218 4139 5816 91 171.0' Precast 641 6 b 1 PV4 4M Wn 04N 360 241 6180 17'-6' Pretest Retest 003 1320 20M 2196 3132 4884 5900 341 lbo 219 156 132 6221 13'-4' Precast 16 124 rim 0,22 2521 334'1 4313 5423 311 bw 1002 Mi 3340 1 4313 54b4 14'-m' Precast 319 Im R' 4' Recast 195 91.0 1 '�5 04 ?45 36 1 6 1453 llm I4-8' Precast Precast Dri 3 ID90 I 1068 1461 211 DID "5 Im 201 9 3659 066 16'-4' Protes4 1413 442 1001 1491 2048 2619 248 3110 ?62 194 ID01 94 2048 2610 391 4216 IT -4' Praetst 14 83 2316 b2 19 018 12e 10.16 215 ON 1 3415 NR - Not R'+tommanded 8" LATERAL TABLE �l 1115 lly LINTEL REINFORCEMENT SCHEDULE •ii iLINTELLENGTH•r...................•:.............................R!!101t_C!A!?1T11:11:...................... •i:t:ENCH::' (i- :ii?:•12NCH:ii:h •::1:131 REIN RCE6ENT:•ii::S: :'B'REINFORCE6E?Nii• i.:: . LiNTEL SAFE LATERAL LOADS (PLF) Len9 TV. �g PLAN gg FILL�FD 2 - ocaal -193- 9 1' TO 14'47 3'-6' Precast 13219 2590 4'-0' Precast 1010 ?600 4'-b' Precast 920 1150 4.8' Pretest 850 1600 5'-4' Preta8t 110 1400 5'-10' Protest 625 1700 6'-6' Precast 540 1050 T-6' Pretest 440 890 1'-8' Pre:eaat 430 050 lom loom Procrit 410 820 10000 Precast 3w Im 9'-4' Pretest 340 680 12000 Precast 3w rpm II' -4' Precast 215 550 17'-0' Protest 255 5l0 W40 Precast 245 490 13'• ' Precast 220 450 W. Pretest 210 430 14-8' Prestramed 110 390 W-4- f}estrmed 1b5 310 M-4- Fi•estmwl 145 320 19'-4' Prestressed 00 280 629 tressed 170 250 ' Presumed230 b'-�' 21'•0' tressed 2m 225 H'-0' 14'•0' wnE tl sssed 68 00 HR.IIot Ratn�aitleE NR. •Not Recommended 42 �l 1115 lly LINTEL REINFORCEMENT SCHEDULE •ii iLINTELLENGTH•r...................•:.............................R!!101t_C!A!?1T11:11:...................... •i:t:ENCH::' (i- :ii?:•12NCH:ii:h •::1:131 REIN RCE6ENT:•ii::S: :'B'REINFORCE6E?Nii• i.:: . LINTEL 11) 15 GONTNUOUS T Spa F -11y to r_0* 111,101 70 41-r 0114 NONE 4' 1'4' 'A' T -C 01 NE 9 1' TO 14'47 B'1' TO 17141 ed J2)#S dike r 1228-6-1u •,: X27.8' Tgo" 4'-4' 184' uP2f0L>=NGiTHB° 8' ST FSSED (245 35-514 LINTEL 11) 15 GONTNUOUS T Spa 3 8' IMCE88ED FILLED 31.8' To L- 3 12/0 -5 -IU REFERTO LMEL SECIiON FOR RFNFORCF CCLOAC11 MS WEKIWA LINTEL Su"HEDULE NP. - Not Retomrerrded 8" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR NEAMR LINTEL 11) 15 GONTNUOUS T Spa 3 8' IMCE88ED FILLED 31.8' Total 8'X1p6gIKNOCKOUT 12/0 -5 -IU 12/12 -5 -IU '• LSLOCK IGCRET PLACED N FIELD) dike r 1228-6-1u •,: MARS Tgo" 4'-4' Precast uP2f0L>=NGiTHB° Kll� 4-8' Pnmcast (1) 06 CONTINUOUS L th - 12/8-6-7U (OPTIONAL) 12/16-6-211 hep 1224.8-211 1/32' STIRRUPS AT d'-0' ca 12/M -6-2U 1'-e' Prsrcast8643 10000 tL� �rcv 10000 10000 'A' BARS (MAN RENF.) looms t�0 1'-8' SEE SCHEDULE NP. - Not Retomrerrded 8" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR NEAMR LINTEL Atrote h T Spa SAFE UPLIFT LOADS PLF 8' IMCE88ED FILLED 31.8' Total 590 12/0 -5 -IU 12/12 -5 -IU 12/16-8-1U 1220-8-111 1224 -6 -IU 1228-6-1u 12/32 -6 -LI 490 Tgo" 4'-4' Precast 165 t35o 4-8' Pnmcast 46 L th 5'-8' 12/8-6-7U tt/12-5-2U 12/16-6-211 1220-6.2u 1224.8-211 1228-8-2U 12/M -6-2U 1'-e' Prsrcast8643 10000 11D000 1� 10000 10000 10000 000® 10000 looms t�0 1'-8' Pretest peel 1242 1*0 wxwo lom loom loom Vow 150 ivacO xxvo 10000 4'.0' Recast 3620 6194 8112 10000 10000 12000 t�ea0 550 1110 D MOO 510 I00D0 DDD® pretest 10cIDD 41-b' Precast 2174 .116915 414 -ft loom aftl loom 0000lyzey 1430 vy" 4.5' Precast 2491 .5by 4218 M6 6060 loom 7843 10" 9621 loom0 10000 109W 61.4' Recast 11320 3123 4426 5129 1032 8336 96419 629 5142 8431 loom0 1000®loom b'-�' Recast MID 2m DIM 400 68 Ivi 42 26 -limb 9321 0000 m Mom 6'-6' Proust11,16 1911 196 21 b01 bo91 24ya ADM 12W mp gym too" T' -b' PretestSao 46 10 604 199 43 21 ?861 4064 MIS 6492 06 8900 1'-8' Pretest862 1340 ftlo W4, W41 41'9 14 9868 5024 61 9 8491 8.,0. Precast105 32 045 190 184 146 2466 16 4566 bbri 6662 8'-4' Pretestpw 49 MI 416 176 00 9.-41 Retest 489 10" 1149 1 24M 3233 3515 240 4124 26.02 5465 101_6, Proust 16 190 146 2015 lbe, 331 1Elo 2463 3051 319 3 R' 4' Recast 195 91.0 P36 1125 1415 *00 W ml V22 H1�0 1453 llm ww R5,42 Precast 466 Ebb Ebb 1068 1461 662 988 1413 1838 264 689 115 W.I. Pretest 3 421 602 184 966 14 15x5 pil em Val 10.16 24*4 ?457 W-4- Proust200 mi 13 668 82 439 112 1111 1446 1182 21n 2453 14'-0' Proust l 120 6 1004 3-11 6w 5w 93 194 14-8' Precast 64 219 A01 524 641 169 892 Do 67 92 1161 14311101 Ity E'-4' Retest 1,* 241 ml 44,110 D16 6110 in 314 599 803 Imdb 1290 1534 1119 n'-4' Precast1 231 415 555 411 1140 1 NP. - Not Retomrerrded 8" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR NEAMR SAFE LATERAL LOADS (PLF) Atrote h T Spa 8' i EMM D PLAIN 8' IMCE88ED FILLED 31.8' Precast 590 1118 0 Procrit 520 650 7-2' F3aaaat 490 6160 4'-4' Precast 165 t35o 4-8' Pnmcast 46 1240 5'-8' Plncast 320 950 6'-8' Pretest 250 160 1'-e' Precast 200 1640 1190 9'-8' Precast 160 490 12" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR HEADER SAFE LATERAL LOADS (PLF) Total Length T 'S a' RECE°.,3ED PLAIN 12' RECESSED FILLED 3'4' Freust 2025 3210 4'-0' Precast ITIO 2860 7-2' ast 1650 2690 4'-4' Procrit 1515 2540 -8 Precast 1420 2290 5'-8'I Proust 1280 I 1150 b'-8' Precast 815 1415 1'•6' Proust 130 1 1190 9'•8'1 Precast 1 550 1 900 dvoIn j '1)'5 CONTINUOUS 3000 PSI CONC. FILL (CONCRETE PLACED IN FiELD) -TOP LEG BARB: LECs UTO4'-0 LENGTHS •1/32' STIRRUPS � 4'-0' C/C (1) 5 CONTINUOUS (OPTIONAL) 'A' BARS (MAIN RE INF.) SEE SCHEDULE 'S' SARK - SEE 8CHEDULE 12" LATERAL TABLE 1)05CONTiNUOUS !CONCRETE PL.4GEDL M FiELD) is TOP LECs BARS. LEG UI�tO 04 LENGTHS -1cp (I) 05 CONTINUOUS di1d� � A(OPTIONAL) �y r �rcv ,SEE BCG IECDULE REINF.) iia 1/32' STIRRUPS AT 4'-0' cc 1i5 A R C H IT E C T S Design OG r0 u p Inc. t1 N. RONALD REAGAN BLi LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 LINTEL SAFE LATERAL LOADS (PLF) Length T9_ �2 ♦ 1rA"K En FES 2.4v' -Rost 3500 6900 3'-b' Pretest2400 MMAL 05T 4715 W.O. %t 1950 3880 44' Retest 1650 3450 4-8' Precast 1550 3200 5'4 I Pretest 1320 2580 5'-10' RoastIlbo U 7150 -b b'' Precast 1000 1950 limbo Reast 820 Ib50 1'-8' Recast 800 1600 '-0' Protest 150 1530 ' Precast 120 1450 9'-4' Retest b40 1210 101.8' Proust 550 1110 11'-4' Recast 510 low pretest 480 950 I2'-6' Pretest 1 460 910 13'.4' Pretest 1430 860 Proust 400 800 14-8' Protest 380 160 15'-4' Protest 380 130 Pretest 320 630 NR - Not Recostro'dsd 1)05CONTiNUOUS !CONCRETE PL.4GEDL M FiELD) is TOP LECs BARS. LEG UI�tO 04 LENGTHS -1cp (I) 05 CONTINUOUS di1d� � A(OPTIONAL) �y r �rcv ,SEE BCG IECDULE REINF.) iia 1/32' STIRRUPS AT 4'-0' cc 1i5 A R C H IT E C T S Design OG r0 u p Inc. t1 N. RONALD REAGAN BLi LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT• TUSCA PLACE SOUTH LOT #3 PH -2 PROJECT# 02108.008 MODEL• 197022 GARAGE SWING-. LEFT PAC3'E: LINTEL SCHEDULE (WEKIWA) ARCHITECT - STATE OF FLORIDA in -,Ber n CD fE8 4 6:tl�G ,. TYPICAL LINTEL 8"X8" SECTION TYPICAL LINTEL 8"x8" RECESSED SECTION MMAL 05T 04, W > } TOP LpE�G gARB: PTO 1T A EACH JAMES AR ANTWELL O 12079 d � 11.1 o q U 01 FATE-. 02/12 12 SCAT •,m: 1/4p9=1 ' - 0" SHEET � Li ci m ti N CC} SUBDIV. 8e LOT• TUSCA PLACE SOUTH LOT #3 PH -2 PROJECT# 02108.008 MODEL• 197022 GARAGE SWING-. LEFT PAC3'E: LINTEL SCHEDULE (WEKIWA) ARCHITECT - STATE OF FLORIDA in -,Ber n fE8 4 6:tl�G ,. TYPICAL LINTEL 8"X8" SECTION TYPICAL LINTEL 8"x8" RECESSED SECTION MMAL 05T TOP LpE�G gARB: PTO 1T A EACH JAMES AR ANTWELL O 12079 1/32' STIRRUPS a 41-01 CIC to ;n i :�� _I(p o- ' , .�� 'A' BARS (MAIN REINFa SEE SCHEDULE 1 1 0'1'3' BARS -SEE SCHEDULE TYI`'E pESIGNATION NOMINAL WIDTl4/NEIGPT OF LINTEL PLAIN OR SOLID LINTEL F F FATE-. 02/12 12 SCAT •,m: 1/4p9=1 ' - 0" SHEET <5/1� !�! U/ L/ TYPICAL COMPOSITE LINTEL SECTION No. OP ADDITIONAL *5 BARS IN UPPER • TYPICAL LINTEL 12"x8" SECTION oR LowER LiNTl=L CAVITY f 0 0 I 3068 0 25 -SH 25 -SH Al --- I I ENTRY I I 13 14 I iI 99 99 99 99 99 ELEVATION � c � 9&99E99y, c4l ELEVATION " A" U WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 2001 ALLOWS THE PRESSURES TO BE AVERAGED WHEN THE OPENING IS PARTIALLY LOCATED IN BOTH ZONE 4 AND ZONE 5 WIND PRESSURES ARE EASED ON WIND SPEED=120MPH (3 SECOND GUST) IMPORTANCE FACTOR =1.0 EXPOSURE CATEGORY =5 MEAN ROOF HEIGHT=LE55 THAN 30 FT. FOR AN ENCLOSED BUILDING 16-011 2'-4" ZONE 5 ZONE 4 p = +21.5 / -24.0 r PERCENTAGE OF AREA WITHIN ZONE 4: A4=11.33+16=0.71 f� PERCENTAGE OF AREA WITHIN ZONE 5: A5 = 4.66 + 16 = 0.2 9 ft? AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21.8 (0.9) + 21.3 (0.10) = 19.62 + 2.18 =21.8psf AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: F = -24.0 (0.71) + - 26.55(0.29) = -17.05 + (7.7) = -24.75 psi AVERAGE GARAGE DOOR PRESSURE: p = 21.81-24.8 WIND Lu"AD CALCULATIONli $1, COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL f SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 120 MPH WIND REMARKS 1 112 IG -0 X'1'-0 5 21.8/ -24.5 GARAGE DR. > 2 20 3065 DR 4 241/ -26.c3 0 0% U 3 22 35-614 4 24.6/ -26.5 E LEV. 11 4 11 25_SH 4 25.1/ -21.3 0 5 1- 25 -SH 4 25.1/ -21.3 la 1'1 25 -SH 5 25.1/ -32.9 i 48 6'-0" X 5'-01 4 233/ -25.5 9) cq d g 17 25 -SH EGRESS 4 25.1/ -27.3 g 1� 25-51-1 EGRESS 5 25.1/ -32.9 10 17 25-61-1 EGRESS 4 25.1/ -21.3 11 1-1 25 -SH EGRESS 4 25.1/ -21.3 12 17 25 -SH EGRESS .4 25.1/ -21.3 13 25 -SH 5 25.1/ -32.9 ELEV. ,B.0 D,E 14 1"I 25 -SH 5 25.1/ -32.9 ELEV. ,BCpiE" ARCH ITECT.S Design WO U p i nc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 .._ w t } z n w V > w W 0. A 0 0% U Lu o (L� U QC Ixl d Qr cn 0 9) cq d cv cn r SUBDIV. 8e .4OT: TUSCA PLACE SOUTH LOT #3 PH -2 PRO JEC TSE 02108.006 MODEL: "19"70" GARAGE SWING: LEFT PAGE: WIND LO AD CALCULATIONS ARCHITECT STATE OF FLORIDA1 ABS/NO 12079 PRINiT DATE: 02/12/12 SCALE: 1/49'=1'-0" SHEET I C Oi("'23 I d a a CNICHE DETAIL u BI{ITCIiEN DETAIL CKITCHEN DETAIL AROCHDETAIL ro cry ' 25 -SH EGRES 4D' -m" III—an 2' - 4' 11' - 4' T Io' -4" I_r 25-5H EGRESS PATIO -11-01 x 5'-0' r0050 ACTIVE BDRM. 2 I& BDRM. 3 a' -a" CLG. a' -a' CLG. (CARPET) 5F. I (CARPET) Q ' _ — _ NI m 3-0 _r FAMILY ROOM , V—$' CLG. `IA s ,L.a (CARPET) 1 m '1.'0 1-6 �- cn `w 21_10 21_411 3-5H 11'-4"14'-8" w BATH m I LAVI a' -a' CLG. X D BDRM. 4 - I (TILE) O S' -S' CLG. Q (CARPET) 3-0 I' IQC IR-1SH �r----- -------� W.I.C. I� CLG. �. (CARPET) ITILE LINE ------__--- - — N - ' n 9'-2' 2'-6' I 4'-0" —3" - OWNER' S SUITE ,� I ISLAND - �, z o CLG. >r (CARPET) 0. BATH LAV. KITCHEN (TILE) ° ° I 0 a ;- S' -a" CLG. (TILE)ol C I 0 14'-2"b/ \1 3-0 I ----- N w2-0 5F. WG. /G BF. — — _r w SF. 2_0R.A.G — TILE LINE DINING 0�F•ROOM �► � 411 fi S' -S' CLG. WH. (CARPET) GOND.11-101111 5'-m' 14'-4' 41_/rN Y/ 2" STEELIPE F NEI co LAUNDRY I-22" X 54' —I CKITCHEN DETAIL AROCHDETAIL ro cry ' 25 -SH EGRES 4D' -m" III—an 2' - 4' 11' - 4' T Io' -4" I_r 25-5H EGRESS PATIO -11-01 x 5'-0' r0050 ACTIVE BDRM. 2 I& BDRM. 3 a' -a" CLG. a' -a' CLG. (CARPET) 5F. I (CARPET) Q ' _ — _ NI m 3-0 _r FAMILY ROOM , V—$' CLG. `IA s ,L.a (CARPET) 1 m '1.'0 1-6 �- cn `w 21_10 21_411 3-5H 11'-4"14'-8" w BATH m I LAVI a' -a' CLG. X D BDRM. 4 - I (TILE) O S' -S' CLG. Q (CARPET) 3-0 I' IQC IR-1SH �r----- -------� W.I.C. I� CLG. �. (CARPET) ITILE LINE ------__--- - — N - ' n 9'-2' 2'-6' I 4'-0" —3" - OWNER' S SUITE ,� I ISLAND - �, z o CLG. >r (CARPET) 0. BATH LAV. KITCHEN (TILE) ° ° I 0 a ;- S' -a" CLG. (TILE)ol C I 0 14'-2"b/ \1 3-0 I ----- N w2-0 5F. WG. /G BF. — — _r w SF. 2_0R.A.G — TILE LINE DINING 0�F•ROOM �► � 411 fi S' -S' CLG. WH. (CARPET) GOND.11-101111 5'-m' 14'-4' 41_/rN Y/ ----------------- -0II I -4N AI—QN 201-01 71 0-00 4m' -m" EXTERIOR MASONRY WALL BRG. HEIGHTS 111111117= I 8'-S' i3RG. MODEL SPECIFICATIONS * GARAGE DRYWALL TO 5E TAPED, UNPAINTED, UNFIN5HED * WINDOW SILLS TO 5E OPTIONAL * MASTER AND SECONDARY BATH TO RECEIVE 3(o" MIRROR * VANITY MIRRORS TO 5E RAISED OFF 5ACK5PLASH * ALL DOORS ARE &'-8' HIGH UNLESS NOTED OTHERWISE. *DENS ARMOR AT BATHROOMS. *PREFAB SHOWERS/TUes To BE c.y SET IN TYPE 2 FOAM. SQ.FT. CALL. I S LIVING 11310 S0. FT. GARAGE 406, 50. FT. ENTRY ELEV. 'A" 24 80. FT, ENTRY ELEV. 101 50. FT, TOTAL ELEV. "A" 2400 S0, FT. TOTAL ELEV. "S","C 11 NpIInE" 24a3 50. FT. PATIO 35 S0. FT. OPT. COVERED PATIO 1&5 SQ. FT. 14' -------------- I (ox6 (ox(o POST POST ( , N— — — —T— I COVERED I PATIO 8 8 CLG. LAV. r S5' LAV. A.F.F.I I I I I W 4'-1o" ' IWG. A/G 4mX4P> _ --- ---- — SHWR. � ATH C0 V ERE PATIO q OPS'. OWNE13'S " I I e � � 25 -SH 25 -SN q ENTRY --- a' -a" CLG. I STONE Seo' 4'-6" 3'-(a" 5'-4" 5'-8" � I sUBDIV. 8c LOT: ELEV. *D I TUSCA PLACE SOUTH 1,-211 I,_II --- ---------- 211 1,-"------/-----I,_ I LOT #3 PH -2 r51—.LI." 11' -KJ 11 I/ -V, 20'-10" PROJECT# 16 "X16' BASE W/So. POUR SOLID W/ 02108.006 TAPERED COLUMN CONC. FOR A5u(o6 MODEL: ASV. INSTALLATION — "1970" 19r70» ELEVATION 99 ID 99 99 �-y 99 99T-",59 &59E 99 GAO RAGE Qv, Ac�E SWING: �- LEFT PAGE: 2ro'-6' N FLOOR I PLAN ' I PATIO PAVERS (ox(o Pt (ox(o PT 6xb PT I ARCHITECT- Post Post POST I STATE OF FLORIDA l - - ________________ ____-_______-___ COVERED i I PATIO F 1 W" I � 35 -SH I I i a' -S" CLG. I EGRESS X0080 5.G.D. I I e – – – -- – m JA AR O 12079 LL ACTIVE 141-0II I .� — I -------- --- ------ PRINT –..-� (DATE: 02/12/12 — SCALE: 1�4",_ 1,_ 0y" FLOORPLA E LEA.TI O A 5 OPT. LANA WPAVER PA J1 �0 SHEET 2 OF� a R C H ITEC TS Design Group Inc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bd esigngrou p.com AA #: 0003325 - 2" STEELIPE F I—� co LAUNDRY I-22" X 54' —I r OPT, r OPT, I I I I ATTIC I D" W. L,�ccEss J I II I _' u' CIA _J FOYER LIVING GARAGE a' -S" CLG. -1 ROOM (TILE) \9) (CARPET) ----------------- -0II I -4N AI—QN 201-01 71 0-00 4m' -m" EXTERIOR MASONRY WALL BRG. HEIGHTS 111111117= I 8'-S' i3RG. MODEL SPECIFICATIONS * GARAGE DRYWALL TO 5E TAPED, UNPAINTED, UNFIN5HED * WINDOW SILLS TO 5E OPTIONAL * MASTER AND SECONDARY BATH TO RECEIVE 3(o" MIRROR * VANITY MIRRORS TO 5E RAISED OFF 5ACK5PLASH * ALL DOORS ARE &'-8' HIGH UNLESS NOTED OTHERWISE. *DENS ARMOR AT BATHROOMS. *PREFAB SHOWERS/TUes To BE c.y SET IN TYPE 2 FOAM. SQ.FT. CALL. I S LIVING 11310 S0. FT. GARAGE 406, 50. FT. ENTRY ELEV. 'A" 24 80. FT, ENTRY ELEV. 101 50. FT, TOTAL ELEV. "A" 2400 S0, FT. TOTAL ELEV. "S","C 11 NpIInE" 24a3 50. FT. PATIO 35 S0. FT. OPT. COVERED PATIO 1&5 SQ. FT. 14' -------------- I (ox6 (ox(o POST POST ( , N— — — —T— I COVERED I PATIO 8 8 CLG. LAV. r S5' LAV. A.F.F.I I I I I W 4'-1o" ' IWG. A/G 4mX4P> _ --- ---- — SHWR. � ATH C0 V ERE PATIO q OPS'. OWNE13'S " I I e � � 25 -SH 25 -SN q ENTRY --- a' -a" CLG. I STONE Seo' 4'-6" 3'-(a" 5'-4" 5'-8" � I sUBDIV. 8c LOT: ELEV. *D I TUSCA PLACE SOUTH 1,-211 I,_II --- ---------- 211 1,-"------/-----I,_ I LOT #3 PH -2 r51—.LI." 11' -KJ 11 I/ -V, 20'-10" PROJECT# 16 "X16' BASE W/So. POUR SOLID W/ 02108.006 TAPERED COLUMN CONC. FOR A5u(o6 MODEL: ASV. INSTALLATION — "1970" 19r70» ELEVATION 99 ID 99 99 �-y 99 99T-",59 &59E 99 GAO RAGE Qv, Ac�E SWING: �- LEFT PAGE: 2ro'-6' N FLOOR I PLAN ' I PATIO PAVERS (ox(o Pt (ox(o PT 6xb PT I ARCHITECT- Post Post POST I STATE OF FLORIDA l - - ________________ ____-_______-___ COVERED i I PATIO F 1 W" I � 35 -SH I I i a' -S" CLG. I EGRESS X0080 5.G.D. I I e – – – -- – m JA AR O 12079 LL ACTIVE 141-0II I .� — I -------- --- ------ PRINT –..-� (DATE: 02/12/12 — SCALE: 1�4",_ 1,_ 0y" FLOORPLA E LEA.TI O A 5 OPT. LANA WPAVER PA J1 �0 SHEET 2 OF� a R C H ITEC TS Design Group Inc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bd esigngrou p.com AA #: 0003325 - v SCALE: TCOV. PATIO r? -)OPT. LANAI N'/PAVER PATIO MUM V -a' BRG. HGT. O' -(d' FIN. FLR. 5� 12 Im- I Nim, FAA mill TEXTURED FINISH 17'-4" BLDG. HGT. 1'-10" X 2'-4" APPLIED DECO. LOUVER W LAP SIDING 1'x4' TRIM 8'-8" BRG. 12 5� OFF -RIDGE VENT OFF -RIDGE VENT i a i 7 - - - ' F'ZEAR hILEVATION TEXTURED FINISH s t AREA OF ATTIC _ 2632 SQ. FT. NET FREES VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 2632/300 5.1a SQ. FT. = 126336 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = B X 12ro3.3(o = ro31.ro8 (BALANCE TO BE PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA 115 SQ. IN. PER VENT TOTAL " OF VENTS REQUIRED = (6) TOTAL OF VENTS PROVIDED (6) 8'-a" PRG. HGT. 0'-0' FIN. FLR. IV rER-C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h 1x6 FASCIA - --� BOARD W/ SOFFIT — 8'-8" 5RG. NGT. — PDX OUT FRAME WIRELATH AND STUCCO HURRICANE v STRAP. SEE w w }' FRAM ING PLAN STUCCO ON o � � 0 FOAM BAND 1 - STUCCO ON � �t TAPERED FOAM 0 (l) 05 RE5AR U -. CONTINUOUS A � FROM FOOTING c� r _ a' CMU STUCCO ON FOAM BAND 61 t:.n 12' CM U f Cq �.t... F° CONCRETE O' -m" FIN. FLR. F SLAB AT -:► '� ENTRY .. .., :, ; .. � ''.<.� ';�•:rr •r: �.:..•.•��...:.. ti1.,x•,• :;.1Z`�v�'� w�.p,�.•: ..l,.jX fir. ia. Via!•?{ N.:+ S;: �. .� . �;. 24"x2411 CONCRETE PAD'': W/ (3) *5 BARS (1 U�N li"'ETAIL (ONCHAIRS) MIN. 3' COVER 1� SCALE: 1/2" = 1'-m' �E.W. � COLUMN SECTION SCALE: TCOV. PATIO r? -)OPT. LANAI N'/PAVER PATIO MUM V -a' BRG. HGT. O' -(d' FIN. FLR. 5� 12 Im- I Nim, FAA mill TEXTURED FINISH 17'-4" BLDG. HGT. 1'-10" X 2'-4" APPLIED DECO. LOUVER W LAP SIDING 1'x4' TRIM 8'-8" BRG. 12 5� OFF -RIDGE VENT OFF -RIDGE VENT i a i 7 - - - ' F'ZEAR hILEVATION TEXTURED FINISH s t AREA OF ATTIC _ 2632 SQ. FT. NET FREES VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 2632/300 5.1a SQ. FT. = 126336 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = B X 12ro3.3(o = ro31.ro8 (BALANCE TO BE PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA 115 SQ. IN. PER VENT TOTAL " OF VENTS REQUIRED = (6) TOTAL OF VENTS PROVIDED (6) 8'-a" PRG. HGT. 0'-0' FIN. FLR. IV rER-C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W v w w o � � 0 � v t� 0 q U A � 1!1 SUBDIV. & LOT: TUSCA PLACE SOUTH LOT #3 PH -2 PROJECT# 02108.006 MODEL: ,1970" GARAGE SWING: LEFT PAGE: ELEVATION "B„ FRONT - & REAR ARCHITECT STATE OF FLORIDA l•F: G;?_ DAME$ ANTWELL AR fJ0 12079 PRIN DATE: 02/1 12 SCALE: 1/4"=1'-0" SHEET 3TID—) o7r12" c�--3 V-8" BRG. HGT. „f, 0'-0" FIN. F -R. TCOV. P RIGHT SIDE SIM, 12 5� I-- — — --, FIN. F I _ — LR.�, 1 �npT 0'-0' FIN. FLR. Ir LANAE /]PAV]E� PATS® s'-5" BRG. LEFT SIDE SIM, IF RAISED BANDS OFF -RIDGE VENT OFF -RIDGE VENT L E F T TEXTURED FINISH ELEVATION OFF -RIDGE VENT OFF -RIDGE VENT AREA OF ATTIC _ 2632 SQ. FT. NET FREES VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 2632/300 &.15 SQ. FT. 12(0336 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC _ .5 X 1263.30 _ (031.68 (BALANCE TO BE PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA 115 SQ. IN. PER VENT TOTAL * OF VENTS REQUIRED TOTAL 0 OF VENTS PROVIDED TEXTURED FINISH mm RAISED BANDS T`rP. 1 0'-0" FIN. F l V' - 5" BRG, I r r 0'-0" FIN. FLR. 1 A R C H (TF C TS '007�1 DesiAFZ gn ,/Group in --c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 . PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W w U W � d 4 0 F. C U Llq F Iv. &A PLACE 0UTH #3 PH -2 CT# 108.006 MODEL: "19'70 GARAGE SWING: LEFT PAGE: ELEVATION " B") LEFT 8C RIGHT ARCHITECT - STATE OF FLORIDA /AE JAMESLL AR _, DATE: 0 2 /12 12 SCALE: 1/4"=1'-0" Iz SHEET �. cD i L)3 O P� FRONT IELEVATION TEXTURED FINISH (I)COV. PATIO OPT. LANAI N'/PAVER PATIO REAR ELEVATIO""' N TEXTURED FINISH Llhr--'FT ELEVATION TEXTURED FINISH 14 wA TYP.I I II II RIGHT ELEVATION TEXTURED FINISH P, Design I Group,,,.. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 mmabdesigngroup.com AA #: 0003325 ti � w � o w w w o � C z CIA 4 � � SUHDIV. & LOT: TUSCA PLACE SOUTH LOT #3 PH -2 PROJECT# 02108.006 MODEL: "1970" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY ELEVATION »B" ARCHITECT- STATE OF FLORIDA FUR 4 JAMES ANTWELL AR 2-0079 PRIN DATE: 02/12/12 SCALE: 1 /4" =1' — 0" SHEET 4B. I AF ri'CHI_IIIVC3 IVV I>=0: 1. HURRICANE 5TRAP5 TO BE MANUFACTURED 5T SIMP50N STRONG -TIE OR EaUAL., U.N.O. 2.TYPICA1_ HURRICANE &TRAPS ARE A5 FOLLOWS, U.N.O: * TRU55 TO MASONRT/CONCRETE 6HALL 5E META -16 * FLOOR J015T TO MASONRY/CONCRETE SHALL 5E HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL SE MT6-12 3,TRU55 TO TRU55 CONNECTIONS AND HANGER5 SHALL 8E DESIGNED AND SUPPLIED 5T TRUSS MANUFACTURER. 4.REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND 51ZE OF ROOF/FLOOR TRUSSES. 5 -HEADER SPAN CHART 4 MINIMUM WALL & HEADER STUD REQ. ARE 5TANDARD U.N.O ON FRAMING PLAN &, MIN. 2X4 HIP CUT 51-OCKING SECURED W/3-106 GUN NAILS OR 3-12d HAND DRIVES -S EA. END. CUT PITCH 4 5EYEL TO FIT TIGHT TO TRU55 A5 PER AFA REQUIREMENTS. 2X12 BM TO &Xro POST 1 &X& POST (2) MSTA-24 I (2) MSTA-24 POST TO SLAB POST TO SLAB ABU -roto 2X12 BM TO ,45U -rob 11 N ro X ro POSTul III (2) MSTA-?4 -' -� -� (2) 12 �9 �4 `Q S? POST TO SLAB ----------------------- ----- A5U-66 J1 II II II II II II II II II II �1 I I II II I m I HUC210 OPT. LANAI WZPAVEDL\O PATIO I MR W/LSTA12 a 4'-0' O.C. MINIMUM WALL AND HEADER L�TTT REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO CONNECTOR SCHEDULE a'-0" SIMPSON 4'-11 1/2" DES. UPLIFT GRAVITY FASTNER }- META -16 1450 (1) 10d x 1 1/2 I -PLY/ (6) 16d 2 -PLY w Z 0 1985 (2) META -16 1900 (10) Iod x 1 1/2 1 -PLY (14) Ibd 2 -PLY N HETA-16 laid (5)10d x 1 1/1 1 -PLY/ (a) 16ci 2 -PLY Q � HETA-20 1810 (9)104 x I Ul 1 -PLY/ (B) 16d 2 -PLY 1 (2) HETA-20 2035 2500 (10) I0d x 1 1/2 I -PLY (12) Ibd 2 -PLY MGT 4.3365 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) lod TO WOOD PGT -2 . 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EM>BED), (16) lcTO WOOD HGT-3 + 10530 (2) 3/4' ATR_ IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) IOd TO WOOD LTA1 1420 (12) 10d x 1-1/2' VGT 49414 (1) 5/a' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3- TO WOOD (2)%13T(2-FLY/3-KY) 1185/8890 (2) 5/e' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS V4' X 3" TO WOOD Z MTS -12 1000 (14)10d x 1 1/2 HTS -16 1150 (16) I0d x 1 1/1 w HTS -20 1450 (24)[0d x 1 1/2 L8TA-12 .+ 925 (10) Ica LSTA-18 +4 1235 (14) 10d V) MSTA-15 ++ 1315 (14) 10d Q MSTA-24 44 1640 (18) I0d W MSTA-30 2050 !22) lod V) MSTA-36 .+ 2050 (26) lod MSTI-36 3800 (3b) IOd x 1 1/1 A 1`15TI-48 5065 (4a) 10d x 1 1/1 Hb 950 (8) 8d TO PLATES, (8) Sci TO STUDS SP4 885 (6) 10d x 1 V2' TO STUDS A33 750 (4) 10d TO BEAM (4) 10d TO POST. HCF'2 645 (b) lod x 1-1/1' HIO S95 (16) 8d x 1-1/1 � ABU 44 2200 6665 (1) 5/a' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMSED.) IN CONC. (12) Ibd TO WOOD t/1 ABU b6 2300 12000 (1) 5/b' ATR. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12JIbd TO WOOD t19 .+. 1340 (1) 3/4' A.T.R. IN HIGH STRi NGTH EPDXY, (MIN. V EMBED-) IN CONC, (aA0d TO WOOD LTT2015 ++• 1625 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY (MIN.1' EM5ED> IN CONC. (2) ' BOLT t0 WOOD (, ZZ 36114 HTT4 4235 lIJ 5/B' AT.R. IN HIGH StRENGTN EPDXY, IM IN. 1' EMBED -) IN CONC. (IB)loci x 1 12' t0 WOOD 11J 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC_ (18) Ibd x 21/21 TO WOOD (l) 5/VA.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC. (26) loci x I W, t0 WOOD HTT5 4610 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED-) IN GONG. (2b) 10d TO WOOD 0w (I) 5/8 A.T.R. IN HIGH STRENGTH EPDXY, l EMBED-) IN GONG. 26 I(od x 2 /1' TO WOOD HPDQII-SDS 2.5+ 11,445 1) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED-) M CONC., (24)5D8 4' x - WOOD SORE HDI 64Bo 0)1/8' A.B. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CCNC WW STUD BOLTS TO WOOD MI5WA 356/1125 3415 5330 (1) 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN G.M.U. TOP, (1) 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EM13EDMENT) IN C.M.U. FACE:, lla.AOd TO BEAM H Ld MBNA 550/1125 3415 15330 (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) M G.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MM. 6.15' EMBEDMENT) IN C.M.U. FACE, (18AOd t0 BEAM ZHUC210-3 !WOOD 1810 4000 (FLOOR) la -1/4' x 2-3/4' TITEN ( 3 PER FLANGE) TO CMU, (10) I0d TO WOOD 3140 (ROOF) Q 2 WUC410 (CMU) laic 5085 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (I0) I0d TO WOOD HUG 210-3 1810 4000 18-1/4' x 2-5/4' TITEN TO CMU ( 10) IGd TO WOOD HIGH STRENGTH EPDXY ■ SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECTiENG INFER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SU15STITUTING FOR 51MILAR EPDXY PRODUCTS. . WHEN ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CM. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH I0d x 1 1/2' NAILS M CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR TH15 APPLICATION PRIOR TO INSTALLATION. Ld F- 4.44 MINIMUM EMBEDMENT INTO TPE TOP OF A MONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' 0 A.T.R. ■ A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 19 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. UIHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A5TM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ETIr INEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMP50N 'WOOD CONSTRUCTION CONNECTORS C-2011', 'HIGH WIND -RESISTANT CONSTRUCTION C-HW05-R', T-ANCI-I0R51"EC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2011. ri'CHI_IIIVC3 IVV I>=0: 1. HURRICANE 5TRAP5 TO BE MANUFACTURED 5T SIMP50N STRONG -TIE OR EaUAL., U.N.O. 2.TYPICA1_ HURRICANE &TRAPS ARE A5 FOLLOWS, U.N.O: * TRU55 TO MASONRT/CONCRETE 6HALL 5E META -16 * FLOOR J015T TO MASONRY/CONCRETE SHALL 5E HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL SE MT6-12 3,TRU55 TO TRU55 CONNECTIONS AND HANGER5 SHALL 8E DESIGNED AND SUPPLIED 5T TRUSS MANUFACTURER. 4.REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND 51ZE OF ROOF/FLOOR TRUSSES. 5 -HEADER SPAN CHART 4 MINIMUM WALL & HEADER STUD REQ. ARE 5TANDARD U.N.O ON FRAMING PLAN &, MIN. 2X4 HIP CUT 51-OCKING SECURED W/3-106 GUN NAILS OR 3-12d HAND DRIVES -S EA. END. CUT PITCH 4 5EYEL TO FIT TIGHT TO TRU55 A5 PER AFA REQUIREMENTS. 2X12 BM TO &Xro POST 1 &X& POST (2) MSTA-24 I (2) MSTA-24 POST TO SLAB POST TO SLAB ABU -roto 2X12 BM TO ,45U -rob 11 N ro X ro POSTul III (2) MSTA-?4 -' -� -� (2) 12 �9 �4 `Q S? POST TO SLAB ----------------------- ----- A5U-66 J1 II II II II II II II II II II �1 I I II II I m I HUC210 OPT. LANAI WZPAVEDL\O PATIO I MR W/LSTA12 a 4'-0' O.C. MINIMUM WALL AND HEADER L�TTT REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO a'-0" U.N.O. 4'-11 1/2" AND UP NUM3ER OF HEADER STUDS CLEAR SPAN DBL 2 DBL 2 PBL 2 DBL 2 SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 x ro x a x 10 x 12 3 2X12 BM TO &><& POST HUC410 u COVERED PATIO BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED UJ/2X4 BLOCKING a 4'-0" OC. (15T 2 BAYS) 4 2X4 SYP 02 X -BRACING. REFER TO TYPICAL DETAIL SHTS FOR BRACING REQUIREMENTS FASTEN 2X4 SYP *2 OR SPRUCE BEVEL CUT TO TRUSS TOP CHORD W/10d x 3" NAILS a ro" O.C. NOTE STAGGERED TRUSSES MARKED W/AN "* " REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIvIDUAL TRUSS MEM5ER5. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE REQUIRED FASTENERS. HEADER SPAN CHART SECURE EA. BM. TO 6><& P05T W/(2) MSTA-24 POST TO CMU $ASE = A5Ur0ro (3-TYP. LOCATIONS) SOUTHERN 05/27/11 A R C H IT E C TS Design Z/Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 U SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 DBL 2 PBL 2 DBL 2 x ro x a x 10 x 12 UP TO 5'-4' 5'-4" TO 1'-0" 1'-0" TO 10"-0" 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x ro x a x 10 x 12 UP TO 5'-0" 5'-0" TO 6'-4" r0'-4' TO a"-0" 8'-0" AND OVER SECURE EA. BM. TO 6><& P05T W/(2) MSTA-24 POST TO CMU $ASE = A5Ur0ro (3-TYP. LOCATIONS) SOUTHERN 05/27/11 A R C H IT E C TS Design Z/Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: TUSCA PLACE SOUTH LOT #3 PH -2 PROJECT#, 02108.006 MODEL: "1970" GARAGE SWING: LEFT PAGE: TRUSS PLAN „E & C>> L =moo ARCHITECT STATE OF FLORIDA FFI-4 14 LL PRINT DATE: 0 2 12 12 SCALE: 1/4"=1'-0" SHEET 5BC o1v'r1_=,,13 U z O iJ W W Z w V CIO q � O U Lail: � 0 c0 A � r N dl � Er SUBDIV. 8e LOT: TUSCA PLACE SOUTH LOT #3 PH -2 PROJECT#, 02108.006 MODEL: "1970" GARAGE SWING: LEFT PAGE: TRUSS PLAN „E & C>> L =moo ARCHITECT STATE OF FLORIDA FFI-4 14 LL PRINT DATE: 0 2 12 12 SCALE: 1/4"=1'-0" SHEET 5BC o1v'r1_=,,13 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 1970 SQFT GENERAL LIGHTING X3 VA PER SQFT 125v OUTLET 2OP SINGLE POLE 3000 IIOV OUTLET 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN ll 1 WATER HEATER 1Q OF OUTLET 1 DISHWASHER 1200 IIOV OUTLET WIFED TOO !`�Il-Jj■ 500 SUBTOTAL OF GENERAL LOAD SWITCH FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 23610 VA x .4 EQUIPED WITH GMO-ND FAULT TOTAL NET GENERAL LOAD 19444 IIOV OUTLET 6720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= GFI 10 KW ELECTRIC HEAT AT 85% (tA1ht�Eie t�EsihtANT 5 KW ELECTRIC HEAT AT 857 III NET GENERAL LOAD WIRE NET TOTAL HEAT 19220 220v OUTLET CONNECTION CALCULATED LOAD FOR SERVICE 32844 VA/240 V 137 AMP 200 AMP SERVICE EXTERIOR FAULT GFI WATERPROOF NTERRUDPiER OUTLET SWITCH SWITCH 3 -WAY OPER. !�4 SWITCH 4 -WAY OPER. n WALL MOUNTED Y LIGHT CEILING LIGHT lQ1 PROOF VP LIGHT r RECESSED CAN 1 CFM PER e VENT. FAN sQ. FT. VENT. FAN I CFM PER W/LIGHT SQ. FT. T LIGHT STRIP 4' LIGHT STRIP Quvvv 4' RECESSED 2-5UL5 WRAP ® FLUORESCENT LIGHT AROUND =' 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT ® PANEL METER SMOKE BATT. BACK-UP Q S.D. DETECTOR W/ HARDWIRE INTER - A BATT, SACK -UP MOUNTED W/ HARDWIRE 8MOK5D' DETEETOR CTNATIECTED MATT. I3AGG-UP CARBON W/ HARDWIRE 05/CO MONOXIDE/ COrNNECTED SMOKE DETECTOR SHALL 6E A COMBO DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET TELEPHONE JACK WATER HEAT. DISCONNECT A/cAIR. COND. DISCONNECT El TELEVISION JACK REQUIRED TO BE SUPPORTED O J -BOX IN ACCORDANCE W/ SOX MARKED AS SUCH FOR INSPECTION CEILING FANLIGHT CEILING BOX REQUIRED TO 15E SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD PUSH- FOR BUTTON CHIMES NOTE • LOCATION 01= TV JACKS t PHONE OUTLETS A FANS TO BE vERIFIED * HOMEOWNER PRE -CONSTRUCTION MEETING. t ALL RECEPTACLES IN ALL HA5IT,45LE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXAUST FAN TO HAvI= MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 200-1,RE61DENTIAL CODE TABLE M15063) r LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS t WIRING METHOD SHALL BE NON METALLIC GABLE AS N.E.C. 2009 ARTICLE 300.(5) (2) ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE 0 METER FEILD VERIFY LOCATION OPT. COACH LIGHTS OPT, COACH LIGHTS " — — — — 4 SWITCH d SWITCH ELECTRICAL PLAN SITTING RM. �j(� PRE -WIRE (/ CLG. FAN I ° �\ I - - - t ---------- ®PT. SITTING P11I.M. l_nv� R'S BATHOPT. OWNE CEILING MTD. LIGHT. TO BE a� INSTALLED, PROVIDE J -150X j FOR OPT. FAN WP. GFI OPT. COv• PATIO 200 At' -IP ELECTRICAL fRISEi;R LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODEOV2) HOUSE PLAN: 1970 MODEL LOAD INFORMATION VA 1970 SQFT GENERAL LIGHTING X3 VA PER SQFT 5910 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 33810 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 23610 VA x .4 9444 TOTAL NET GENERAL LOAD 19444 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 85% 6500 5 KW ELECTRIC HEAT AT 857 --- NET GENERAL LOAD 19444 NET TOTAL HEAT 19220 TOTAL LOAD 32864 CALCULATED LOAD FOR SERVICE 32844 VA/240 V 137 AMP 200 AMP SERVICE NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. F - - - 1 ENTRY }--( OPT. COACH ----- - --- ------ -- - LIGHTS 4 SWITCH /nom .n-., T,FVATl 0 N 99 B 99 ®99 C 99 ' 99' 99 W9 E 99 NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2005 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL SE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE I PROVIDE 200 AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 02/0 COPPER (CU) IN 2" DIA SCHEDULE 60 PVC CONDUIT OR PROVIDE 3 04/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO SID. PROvlpE 3 01 CU, 1 06 CU GNP 2" CONDUIT OR PROVIDE 3 02/0 AL, 1 04 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT 6 OVERHANG.) 04 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2005 250.52(3). 5/5" DIA X 8 FT LONG COPPER CLAD GROUND ROD OF A R C H I T E C T S 'j Ir. 1\VI\1"ILV 1\Lll\AI'RI\ VV• V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroup.com'- AA #: 0003325 W COMBINATION SERVICE 200 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN 1 PHASE NEMA 3R ENCL05URE O MLO D PANEL 200,4/2 MCB x o N w 04 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2005 250.52(3). 5/5" DIA X 8 FT LONG COPPER CLAD GROUND ROD OF A R C H I T E C T S 'j Ir. 1\VI\1"ILV 1\Lll\AI'RI\ VV• V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroup.com'- AA #: 0003325 W 111 cn N D x o N w 0 Nul w w JU z N 6� d1 SUBDIV. & LOT: TUSCA PLACE SOUTH. LOT #3 PH -2 PROJECT 02108.006 MODEL• "1070" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA I_ Flag 14 Eo A N0 12079 PRINT DATE: 02/12/12 SCALE: 1/4"=1'-0" SHEET 6 3 LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE-WALL OR 1 WAY DIFFUSER SOLID LINE= SUPPLY TRUNK BROKEN LINE= RETURN TRUNK BALANCING DAMPER OR OBD ® CEILING EXHAUST FAN 0/4 OUTSIDE AIR (�) THERMOSTAT PASS THROUGH AIR GRILL PT VERTICAL CHASE A/C SECURE STRAP TO UNITSIMPSON WB GONG. W/ (2)-3/16"X2" ROLL STRAP TAP -CONS OR EQUAL SECURE STRAP TO CONC. SLAB UNIT W/ (2) 1'8x1 1/4 SHT MTL SCREWS A/C CONNECTION TO F41D DETAIL NOTE ALL HvAC TO HAvE PROPER PANS W/DRAINS ATTIC EVAP. MAY, W PLATFORMV.6r--�= RETURN EXTERIOR WALL SUCTION AND LIQUID REFRIGERANT LINES Aux. Draln Line 3/4" PVC CONDENSATE DRAIN LINE REFRIGERANT LINES TO CONDENSING UNIT — TRAP DRAIN LINE AND TERMINATE IN A APROvED DRAIN, AS PER FLORIDA MECHANICAL BLDG. CODE 2001, 307.2.1.1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIRMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON-CONDITIONErD AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER 2001 FLORIDA MECHANICAL BLDG. CODE SECTION 603 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA SOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT 15E LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER 2001 FLORIDA MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL Bi= CONSTRUCTED IN ACCORDANCE TO 2001 FLORIDA MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH 2001 FLORIDA MECHANICAL CODE SECTION 403 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL. DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND 2001 FLORIDA MECHANICAL CODE SECTION 601 10. GRILLS AND DIFFUSERS SHALL 13E PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. C MECHANICAL PLAN ALL BALANCING RETURNS ARE THROUGH WALL 4 OVER DOOR EXCEPT FOR MASTER BEDROOM A R C H I T E C T S L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 - PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti 00 CEILINGT � PLENUM— AIR AIR 4 SUPPLY RETURP AIR y HANDLE EVAP. MAY, W PLATFORMV.6r--�= RETURN EXTERIOR WALL SUCTION AND LIQUID REFRIGERANT LINES Aux. Draln Line 3/4" PVC CONDENSATE DRAIN LINE REFRIGERANT LINES TO CONDENSING UNIT — TRAP DRAIN LINE AND TERMINATE IN A APROvED DRAIN, AS PER FLORIDA MECHANICAL BLDG. CODE 2001, 307.2.1.1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIRMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON-CONDITIONErD AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER 2001 FLORIDA MECHANICAL BLDG. CODE SECTION 603 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA SOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT 15E LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER 2001 FLORIDA MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL Bi= CONSTRUCTED IN ACCORDANCE TO 2001 FLORIDA MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH 2001 FLORIDA MECHANICAL CODE SECTION 403 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL. DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND 2001 FLORIDA MECHANICAL CODE SECTION 601 10. GRILLS AND DIFFUSERS SHALL 13E PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. C MECHANICAL PLAN ALL BALANCING RETURNS ARE THROUGH WALL 4 OVER DOOR EXCEPT FOR MASTER BEDROOM A R C H I T E C T S L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 - PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti -�3 4 � J � Q z d w N � z (P HL SUHDIV. & LOT: TUSCA PLACE SOUTH LOT #3 PH -2 PROJECT# 02108.006- MODEL.- ))197022 2108.006MODEL:"19"70" GARAGE SWING: LEFT PAGE: MECHANICAL PLAIT ARCHITECT - STATE OF FLORIDA -- FED/ ED 1 40iZ JAME CANTWELL A NO 12079 PRINT DATE: 02/12,12 SCAT : 1 /4" =1'$ — 0'' SHEET 7 OB� q 4 ARCHITECTS r 0/jr Design l Group Inc. I L�D REAGAN BLVD. FL 32750 74-6078 74-4078 ngroup.com03325 h W 73 w O � Lu a 0 Z � U � A o U Lu Z N SU33DIV. & LOT: TUSCA PLACE SOUTH - LOT #3 PH -2 PROJECT# 02108.000 MODEL: "1970" GARAGE SWINGt LEFT ]PAGE.- CABINET AGE:CABINET LAYOUTS IARCHITECT- STATE OF FLORID FEB 14 2 r C, NO ON mmmmmmmm�% PRINT DATE: 02/12/12 SCALE: SHEET (1) fl3 REBAR VERTICALLY W/ CONC, POUR CELL R-4.2 INSULATION TEXTURED FINISH F Q 8' CMU it J a I/2' GYP. UL. 15c). WOOD BABE O I A. • z •.I�• - a •a ;p 4' COI REINF. W/ 6'xb' '90 WUJM OR FIBERMESH ON 6 -MIL POLY AV �• �' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATMENT SHALL SE SORA -CARE ly FL 4' g' 4' i+1 U ,-4, (2) 5 REBAR ON CHAIRS 1—STORY FOOTING 1 W BLOCK WALL SCALE= 1/2'.V-0, r-4 4' CONC., REINF. W/ 6'x6' •10 UWti OR FIBERMESH ON 6 -MIL POLY E ETHYLENE VAPOR BARRIER ON UWELL-COMPACTED CLEAN TERMITE T(1) M5 RETEMEBAR ON CHAIRS ORA -CARE THICKEN EDGE M 4' CONC, REINF. W/ b'x6' "10 WWM OR FIBERMESH ON 6 -MIL POLY 4• 4• ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT 84ALL SE SORA -CARE GARAGE STEP— UP 5 NON-5GALBEARING E: I/2' ■ I'-0' GRADE I .` I f Fu t21-01 a4' 4' CONC, REINF. W/ 6'x6' 810 " OR FIDERME5H ON b-MfL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL 1'5E BORA-CAISf5 M15AR ON CHAIRS &=L—ITT -0 POURED LINTEL CONT. ITYPJ 8' CMU FILLED CELL (TYP-) 2X WALL FRAMING (4)Y5'Xl' ANCHOR BOLTS or (4)VXl' J -BOLTS MIN. 3' EMBEDMENT W/ 2'X2'XI/8' WASHER AND NUT SPACED EVENLY FROM FLOOR TO MOND BEAM. SET M JOINT8 PRIOR TO FILLMG. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 15 BLOCK WALL CONNECTION SCALE: I/2'■1'-©' (1) °S REBAR SET IN 81MP50N HIGH STRtENI EPDXY l' EMBED. MIN. T• 9 d' GONG, RE NF. W/ 6'x6' 010 WWM OR p •. FISERME84 ON 6 -MIL POLY A • .� ETHYLENE VAPOR BARRIER ON WELL-CCMPAGTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE TYP. RETROFIT FOR A OMITTED DOWELS SCALE: 1/2' ■ I'-0' a SECURE BT. PLATE TO SLK W/ }' ANCHOR BOLT W/ 2' WASHER SET IN 6 MP80N HIGH STRENGTH EPDXY l' EMBED. MIN. at 32' OC MAX. _4• 4' CONC, REINF. W/ b'xb' 490 WLLM OR FII'SER1"IEB41 ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON i WELL -COMPACTED CLEAN TERMITE in U 4" TREATEMENT SHALL ISE SORA -CARE 1'-4' (2) 5 REBAR ON CHAIRS 1—STORY FOOTING 2 AT L.B.W. W UPLIFT SCALE: t/2'■r-m' STUDS 16' O.C. MAX 6 1Q' w HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2' WASHER SET IN W SIMPSON HIQH STRENGTH EPDXY V EMBED. MIN.32' OC MAX. a e f- / o a 4' CONC, REINF. W/ 6'x6' 010 WILM OR IV FIBERMEBH ON b -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE in U 4' 8' 4' 4' TREATEMENT SHALL BE SORA -CARE (2) 7, REBAR ON CHAIRS GARAGE STEP—UP 1—STORY L.B.W. SCALE: I/2'■ l' -O' I' RECESS POF SLi.D. TRACK FINISH FLOOR lyW e• a: 'a 1 SLAB AT S. G. D. SCALE= P•1'-0' CAULK AND SEAL GA6 LINE 1;` PVC SLEEVE FOR GAS LINE 8' CMU `v 1/J' DRYWALL WOOD BASE m SECURE ST. PLATE TO SLAB W/ #' ANCHOR BOLT W/ 2' WANNER SET IN 61MMON HfGH STRENGTH EPDXY 7' EMBED. MIN. A 32' OC MAX. 4' CONC, REINF. W/ b'xb' 010 UU1M OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (3) 5 REBAR ON CHAIRS 2—STORY FOOTING 2AT L. B. W. SECURE BT. PLATE TO SLAB W/ 10d CUT NAILS/ MA80NRY NAIL a 32' O.C. MAX 8 IR' A HEAD OF GARAGE VARIES WITH SLOPE SECURE ST. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET RQEXTENDED SLAB 11/1" CURS HEIGHT VARIES SIMPSON HIGH STRENGTH EPDXY l' I/2' RECESS FOR SERVICE DR N EM5ED. MIN. 32 OC MAX. ,E} ? i a 4` CONG., REINF. W/ 6'x6' Pic Wlll I OR it) • V CONC., III W/ 6'xb' q0 UAUM OR FIDERME51-1 ON 6 -MIL POLY•'' FIMF I>=8H ON 6 -MIL POLY Q; ETHYLENE VAPOR BARRIER ON 'a ETHYLENE VAPOR BARRIER ON S 50 WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE 14-16, 16, 1.TREATEMENTTREATEMENT SHALL BE BORA-CARE SHALL SE SORA -CARE (3) S REBAR ON CHAIRS e2) aS REBAR ON CHAIRS M GARAGE STEP—UP SLAB AT GARAGE 6 A 2—STORY L.B. W. SERVICE DOOR SCALE: 1/2' =1'- 0' SCALE: 1/2' ■ I'-0' RECESS FOR 1'-_ 0• _ _ GARAGE DOOR 4' CONC, REMF. W/ 6'x6' #10 W1UM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL ME SORA -CARE (1) 5 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE= I/2'■I'-0' 12 SHOWER RECESS FOOTER SCALE: I'■1'-0' 0'-0' FIN. FLR. TEXTURED FINISH e• • a q T :.. • ..' a.. • • . ' POUR CELL 4' CONC, REINF. wi 6'xb' ■10 UlM OR a IN • a • a • .° v • GROUTED BOND BEAM • •..Of •. a.a STUDS 16' O.G. MAX I" FIBERMESH ON 6 -MIL POLY L 1/2, GYP. WL. BD. TEXTURED FINISH ETHYLENE VAPOR BARRIER ON WELL -COMM CLEAN A TERMITE V WOOD BABE QSECURE 8' CMU TREA7EMENT SHALL BE SORACTED BT• PLATE TO 13LK W/ 4' 8' 4' ANCHOR 5oLT W/ 2' WASHER SET IN L A( ° (2) 5 RFMAR ON CHAIRS SIMPSON HIGH STRENGTH EPDXY l' 1—STORY FOOTING R M!�-uv_ WOOD BASE @AL—L 1'-0' 8 IR' A HEAD OF GARAGE VARIES WITH SLOPE SECURE ST. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET RQEXTENDED SLAB 11/1" CURS HEIGHT VARIES SIMPSON HIGH STRENGTH EPDXY l' I/2' RECESS FOR SERVICE DR N EM5ED. MIN. 32 OC MAX. ,E} ? i a 4` CONG., REINF. W/ 6'x6' Pic Wlll I OR it) • V CONC., III W/ 6'xb' q0 UAUM OR FIDERME51-1 ON 6 -MIL POLY•'' FIMF I>=8H ON 6 -MIL POLY Q; ETHYLENE VAPOR BARRIER ON 'a ETHYLENE VAPOR BARRIER ON S 50 WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE 14-16, 16, 1.TREATEMENTTREATEMENT SHALL BE BORA-CARE SHALL SE SORA -CARE (3) S REBAR ON CHAIRS e2) aS REBAR ON CHAIRS M GARAGE STEP—UP SLAB AT GARAGE 6 A 2—STORY L.B. W. SERVICE DOOR SCALE: 1/2' =1'- 0' SCALE: 1/2' ■ I'-0' RECESS FOR 1'-_ 0• _ _ GARAGE DOOR 4' CONC, REMF. W/ 6'x6' #10 W1UM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL ME SORA -CARE (1) 5 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE= I/2'■I'-0' 12 SHOWER RECESS FOOTER SCALE: I'■1'-0' 0'-0' FIN. FLR. (u to REBAR VERTICALLY W/ CONC. POUR CELL ? 8' CMU �g 1,. n �GURS HEIGHT VARIES • • a 4' CONC, REINF. W/ 6'xb' •10 WWM OR FIBEWESH ON b -MIL POLY •` ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL SE SORA -CARE 4'8' 4' l2) +5 REBAR ON CHAIRS 1'-4' �O U 1—STORY FOOTING � AT GARAGE SCALE: I/2'=r-0. (1) 03 REBAR VERTICALLY W/ CONC. TEXTURED FINISH e• • a q T :.. • ..' a.. • • . ' POUR CELL R-11 INSULATION MIN. a IN • a • a • .° v • GROUTED BOND BEAM • •..Of •. a.a STUDS 16' O.G. MAX I" z vARIE8 PER ELE 1/2, GYP. WL. BD. TEXTURED FINISH q Q WOOD BABE QSECURE 8' CMU BT• PLATE TO 13LK W/ en b' PVC CHASE THRU FOOTING • ANCHOR 5oLT W/ 2' WASHER SET IN L A( ° GAS LINE THRU BLOCK SIMPSON HIGH STRENGTH EPDXY l' (2) °5 REBAR ON CHAIRS 2 _STORY ;a R EMBED. MIN. 32' OC MAX. WOOD BASE o •' • a• U •'' . 'p • '. 4' GONG., III W/ 11 0I0 UUM OR POUR CELL F15ERME6H ON b -MIL POLY • ETHYLENE VAPOR BARRIER ON 1/2, GYP. WL. BD. WELL -COMPACTED CLEAN TERMITE z WOOD BABE CLEANOUT REQUIRED TREATEP'IENT SHALL BE BORA-CARE X + FOR INSPECTION t4' -i -a FIMRMESH ON 6 -MIL POLY h ETHYLENE VAPOR BARRIER ON 'A l7 WELL -COMPACTED CLEAN TERMITE TREATED FILL 8' 4' m w 0'-0' FIN. FLR. . • e I p ' (2) 85 RBSAR 0 I -STORY (3) 5 REBAR a 2 -STORY (1) 9 VERT. DOWEL Z °• I • a (2) S REBAR ON CHAIRS 1 -4, , 6 iwc CHASE 7HRU FOOTING tD 1—STORY FOOTING W FRAME WALL 3 — ° a a. (u to REBAR VERTICALLY W/ CONC. POUR CELL ? 8' CMU �g 1,. n �GURS HEIGHT VARIES • • a 4' CONC, REINF. W/ 6'xb' •10 WWM OR FIBEWESH ON b -MIL POLY •` ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL SE SORA -CARE 4'8' 4' l2) +5 REBAR ON CHAIRS 1'-4' �O U 1—STORY FOOTING � AT GARAGE SCALE: I/2'=r-0. (1) 03 REBAR VERTICALLY W/ CONC. dp • +. 4' CONC, FERC. W/ 6'xb' $10 WWM OR ' • FIBERMEBH ON 6 -MIL POLY • a •i'�' a ETHYLENE VAPOR BARRIER ON WFLL-COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE E (3) M3 REBAR ON CHAIRS 6' 4' U 2—STORY FOOTING 13 W BLOCK WALL SCALE: 1/2' ■ 1'-0' TIE VERTICAL REBAR f ON AL e• • a q T :.. • ..' a.. • • . ' POUR CELL a IN • a • a • .° v • GROUTED BOND BEAM • •..Of •. a.a R-4.2 INSULATION z vARIE8 PER ELE TEXTURED FINISH q Q 8' CMU en b' PVC CHASE THRU FOOTING • iy E a ° GAS LINE THRU BLOCK 1/2' GYP. WL. END. (2) °5 REBAR ON CHAIRS 2 _STORY ;a R mE WOOD BASE dp • +. 4' CONC, FERC. W/ 6'xb' $10 WWM OR ' • FIBERMEBH ON 6 -MIL POLY • a •i'�' a ETHYLENE VAPOR BARRIER ON WFLL-COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE E (3) M3 REBAR ON CHAIRS 6' 4' U 2—STORY FOOTING 13 W BLOCK WALL SCALE: 1/2' ■ 1'-0' TIE VERTICAL REBAR f ON AL TEXTURED FIN15H R-11 INSULATION MIN. STUDS 16' O:C. MAX 1/1' GYP. WL. W. WOOD BASE SECURE St. PLATE TO BLK W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY l' p EMBED. MIN. * 32' OC MAX. a• ' .a a 'a • 4' COI RE INF. W/ 6'x6' •10 WWM OR ! FIBER•'IESH ON (P -MIL POLY ETHYLENE VAPOR BARRIER ON �•a WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (3)'S REBAR ON CHAIRS u 2—STORY FOOTING &-AL FRA��!�LL SCALE:1' (U'5 REBAR VERTICALLY W/ CONC. POUR CELL 8' CMU CURS HEIGHT VARIES � d 4' COI RE INF. W/ 6'xb "10 WUM OR n Z! FISER'MESH ON b -MIL POLY 1: ETHYLENE VAPOR BARRIER ON ;l WELL -COMPACTED CLEAN TERMITE ~ I TREATEMENT SHALL 13E BORA-CARE u� >W LZ•',;•, ai • (3) 03 REBAR ON CHAIRS , e a 4' 2—STORY FOOTING A AT G ARAG E SCALE: 1/2"= 14 NOT USED GROUTED BOND SEAM VARIES PER ELEV. - ° TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 8' HOOK •' VARIES PER ELEV. GROUTED BOND BEAM • • a ' • aye +. a a• • CLEANOUT REQUIRED •' FOR INSPECTION F a• h °' '` '• 0'-®" FM. FLR. '4 • ;ee : TIE VERTICAL REBAR ' e a a • TO HORIZONTAL • ' . '• •a.e' REBAR W/ 8' HOOK MU HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE SCALE: 1/2' ■ I'-0' ARCHITECTS r1o0 Design ff roup Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti e• • a q T :.. • ..' a.. • • . TO HOR Z T REBAR w/ e HOOK ° " ' • °� a • a IN • a • a • .° v • GROUTED BOND BEAM • •..Of •. a.a a. a ! vARIE8 PER ELE 1A1.6 e • .a • a. en b' PVC CHASE THRU FOOTING • 1 -STORY ° GAS LINE THRU BLOCK (2) °5 REBAR ON CHAIRS 2 _STORY a .. . 1 (3) 03 REBAR ON CHAIRS SCALE: 1'■1'-0' U (U S Rt=BAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION S' CMU .' •' 1/2, GYP. WL. BD. z WOOD BABE CLEANOUT REQUIRED 4' CONC, REINF. W/ 11 610 WWM OR + FOR INSPECTION • ° ••.e ' ' -i -a FIMRMESH ON 6 -MIL POLY h ETHYLENE VAPOR BARRIER ON 'A l7 WELL -COMPACTED CLEAN TERMITE TREATED FILL H •. • e ° •': w 0'-0' FIN. FLR. . • e I p ' (2) 85 RBSAR 0 I -STORY (3) 5 REBAR a 2 -STORY (1) 9 VERT. DOWEL Z °• I • a TIE VERTICAL REBAR A • :•a .: e• e' • a . LAPPED W/ BOND BEAM , 6 iwc CHASE 7HRU FOOTING tD e . e .. a e • TO HORIZONTAL i REBAR W/ B' HOOK OUt51DE REBAR ?O BE a ti+•`+•���, >r! . e •' CONTINUOUS (1)5 REBAR AT CORNERS W1 25' LAP MIN. — ° a a. • • e �� "rte. •. `'�''�;. •A. •e. , a a ° F 1-6TORY E • 4' 8' 4" (2) 03 REBAR ON CHAIRS U 2 -STORY (3)103 REBAR ON CHAIRS 2'-1' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1—STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING BGALE: IR' ■ I'-0' � AT LINTEL CORNERS SCALE: I /1'= I'-0' D W BLOCK WALL SCALE: 1/2' ■ I'-0" EI E RNFORCING SCALE: I/2' ■ 1'-0• ALL ]EXTER7C0 R ]F'OO T]ERS AT F'Il IS I -I SLAB'S TO �]E MIl 1 �" �ELO W-C1][�TDI IT RB]ED OIL TEXTURED FIN15H R-11 INSULATION MIN. STUDS 16' O:C. MAX 1/1' GYP. WL. W. WOOD BASE SECURE St. PLATE TO BLK W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY l' p EMBED. MIN. * 32' OC MAX. a• ' .a a 'a • 4' COI RE INF. W/ 6'x6' •10 WWM OR ! FIBER•'IESH ON (P -MIL POLY ETHYLENE VAPOR BARRIER ON �•a WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (3)'S REBAR ON CHAIRS u 2—STORY FOOTING &-AL FRA��!�LL SCALE:1' (U'5 REBAR VERTICALLY W/ CONC. POUR CELL 8' CMU CURS HEIGHT VARIES � d 4' COI RE INF. W/ 6'xb "10 WUM OR n Z! FISER'MESH ON b -MIL POLY 1: ETHYLENE VAPOR BARRIER ON ;l WELL -COMPACTED CLEAN TERMITE ~ I TREATEMENT SHALL 13E BORA-CARE u� >W LZ•',;•, ai • (3) 03 REBAR ON CHAIRS , e a 4' 2—STORY FOOTING A AT G ARAG E SCALE: 1/2"= 14 NOT USED GROUTED BOND SEAM VARIES PER ELEV. - ° TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 8' HOOK •' VARIES PER ELEV. GROUTED BOND BEAM • • a ' • aye +. a a• • CLEANOUT REQUIRED •' FOR INSPECTION F a• h °' '` '• 0'-®" FM. FLR. '4 • ;ee : TIE VERTICAL REBAR ' e a a • TO HORIZONTAL • ' . '• •a.e' REBAR W/ 8' HOOK MU HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE SCALE: 1/2' ■ I'-0' ARCHITECTS r1o0 Design ff roup Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w O U � Q D o i� z O Q 4 � LIi Svl3Div. & 140M TUSCA PLACE SOUTH LOT #3 PH -2 PROJECT# 02108.006 MODEL - "1970" GARAGE SWING: LEFT PAGE: MON®CITRIC FOUNDATION DETAILS/ SECTIONS ARGHITEGT� STATE OF FLORIDA -- FER 14 Q JAMES AN ELL AR 12079 I�Il�llw� PR -• DAIN : 02/12/12 SCALM: 1/4p$-11-01$ SHEET D 11 Oip 3 f.. t PANEL ANCHOR SEALANT WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION SECURE 2x6 MIN. TO BLK W/ (2) V ANCHOR BOLT W/ 2' WASHER SET IN 6IMP50N HIGH STRENGTH EPDXY 4' EMBED. N o SECURE 2x4 ON FLAT TO SLK W/ CUT NAILS. SIDES: R 2X6 GARAGE DOOR BUCK W/ (3) �'X8' J -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'>C%'a WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. 114 JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK a CENTER OF DOOR HEADER W/(1) VXS' J-BOLT5 4' EMBEDMENT W/ 2'X2 "XV WASHER AND NUT ® Cd] GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 1/2' ■ l'-0' 8 NOT USED _ LINTEL PLATE -- 3/8" EXPANSION STRIP FREE OF MORTAR L INTEL SEALANT TO BE MIN. 1/2' DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS BLOCK NOTE: THIS DIMENSION 15 DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER A5OVE THE GLASS BLOCK. PANEL REINFORCING 0 EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2) 1-1/4' 5-4 HEX WASHER HEAD WITH ANTI -CORROSIVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE TYPE S OR N MORTAR 1/4" MIN. 1/2' MAX. PANEL RE INFORC ING MORTAR ASPHALT EMULSION a� I-3/4' X 20 GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END W/(2)12d*EA. UPRIGHT 2X4 SECURED TO GABLE ENG W/(2)124 6'-8" O.C. L-30,0 GABLE BLOCKING TRU55 2x4 BLOCKING m EA. RAFTER L-30 EA. RAFTER H2B EA. RAFTER 2x4 RAFTER 24' O.G. 2x4 FRAMING (TYP) FRAMED OVERHANG SPARK ARREST 2'-4 1/2' PER MANUFACTURER 1X2 PT. TOP OF BOX — DBL. TOP PLATE 2X4 STUD q II II TEXTURED 1=1N15H OVER - PAPER BACK EXP. MET. LATH. W/ ON 0.3.8. SHEATHING OR ;" CDX PLYWOOD PRE. ENG. TRUSS &_ PLAN VIEW SCALE: 1/2' =1' -0' SIMPSON H-5 (MIND e 2X4 TO TRUSS PRE. ENG. TRUSS TYP. EXTERIOR WINDOW/ DOOR OPENING WD FRAMED '\ SCALE: 1/2' ■ l'-0' S1=4 OR H-5 TOP PLATE TO STUDS '-0' ABV. 10'-0' LEVEL TO ROOF )R 2'-0' ABv. HIGHEST RIDGE WITHIN 10'-0' 2A SIMP50N H-5 (MIN.) 2x4 TO TRUSS CHIMNEY DETAILS PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS m lb'O.C. MAX SIMP50N L5TA-12 Q EA. JACK STUD, BOTH SIDES OF OPENING, 2x STUDS m 16" O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY a A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END E NO MORE THAN 12' O.G. STAGGERED 81=4 OR H5 a TOP AND BOTTOM PLATES 1D EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FI Ip I IMP NAILING SCHEOULE ROOF DIAPHRAGM USE 1/16' O.S.B. OR 1/2" CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' D.C. AT SUPPORTED PANEL EDGES AND "8 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE "S GUN NAILS s 4' O.C. EXTERIOR SHEATHING USE 1/16' 0.515. OR 1/2' PLY WITH "S RING SHANK GUN NAILS AT 6" O.G. AT PANEL SIDES AND *S RING SHANK GUN NAILS 4" O.C. TOP 4 BOTTOM 2X4 DBL TOP PLATE PANEL AND "8 RING SHANK GUN NAILS AT 6' O.C.AT NTERMEDIATE SUPPORTS. SEE DETAIL. 2x4 METAL STUD NOTE: RING SHANK GUN NAILS SHALL SE PERMITTED AS AN 24' O.G.ACCEPTABLE FASTENER FROM ANY MANUFACTURER. 1/2" DRY WALL NAL fREQUIREMENTS 2X4 16' O.G. MAX 2X4 PT. ST PLATE SIZE HEAD LENGTH DIA. TENSILE STR ad ROUNDa IODIFIED 11/8' .113 110,000 OR T ROUGH OPENING UP TO V-0' o 10d ROUND)" IODIFIED 2 1/8' .128 110000 IV OR T I3 C4 (I > 1/2' A.B W/ NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR tRU55go F ' MIN. 1' EMBEDMENT STAPLE, NAIL t TOOL A550CIATION 1 0113 INCH NOMINAL SHANK DIAM1=tER ROOF SHEATHING PRECAST L s �y Lj ROUGH OPENING UP TO V-0' o P -L io I is 3.16 TO 20 RINGS PER INCH IV I3 C4 65 REBAR CONT. 4 0.280 INCH FULL ROUND HEAD DIAMETER PRECAST SILL D U Z �a 7 %1 (Dg -WOOD FRAME TO BLK. SCALE: 1/2'•1'-0' W � ROOF SHEATHING LAYOUT TOP CORD BLOCKING AT 4' ;t O.C. MAX. IN FIRST 2 FRAMING s SPACES AT EACH END. z SECURE 2x TO BLOCK W/ (2) a- TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. I A') WITHIN S' OF EACH END AND 16' O.C. MAX m SPACING. O.S.B. SHEATHING OR ' CDX PLYWOOD \\-2x4 BLOCKS -- CMU WALL ARCH WINDOW FRAME A SECTION NOTE: : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR f UPLIFT (O.S$. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT a OPENINGS 08 RING BI 6 NK GUN NAILS 0 4' OC TOP i BOTTOM EDGES 1/2' A.B W/ NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR tRU55go F ' MIN. 1' EMBEDMENT STAPLE, NAIL t TOOL A550CIATION 1 0113 INCH NOMINAL SHANK DIAM1=tER ROOF SHEATHING W s �y ? DIA. WASHER `Ix t� 32' O.C. MAX 2 RING DIAMETER OF 0.012 OVER SHANK DIAMETER o . . . . . . . . . . . is 3.16 TO 20 RINGS PER INCH C4 65 REBAR CONT. 4 0.280 INCH FULL ROUND HEAD DIAMETER 5.2 INCH NAIL LENGTH D U Z �a 7 %1 (Dg -WOOD FRAME TO BLK. SCALE: 1/2'•1'-0' W � ROOF SHEATHING LAYOUT AND W,� r�cG INCA BUILDING LENGTH Z.- Qn FOR GAE3LE END FRAMING SECURE 2x TO BLOCK W/ (2) a- TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. I A') WITHIN S' OF EACH END AND 16' O.C. MAX m SPACING. O.S.B. SHEATHING OR ' CDX PLYWOOD \\-2x4 BLOCKS -- CMU WALL ARCH WINDOW FRAME A SECTION NOTE: : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR f UPLIFT (O.S$. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT a OPENINGS 08 RING BI 6 NK GUN NAILS 0 4' OC TOP i BOTTOM EDGES s W J z� . . . . . . . . . . . C4 U Z �a 7 %1 PRE TRUCA MT5- 1/16" 2X4 STM. PLA' 32, C TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16" O.G. 1/16' 05.8. 1/2' A.B. W/ MIN. 1' EMBEDMENT LOCATE 6'-8' FROM ENDS AND 32' D.G. MAX. TEXTURED FINISH META -16 8' CMU WALL KNEE WALL DETAIL 2TO BLOCK —_sCALE: 1/2' ■ 1'-0' 2X4X4' SECURE TO TRUSS W/ 3-12: 6'-8' O.C. MAX TYP, 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE TO BLK W/ META -16 2' — 0" EXT] SCALE: 1/2'=1'-0' C "S RING SHANK GUN NAILS a 6' O.C. IN FIELD D TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) s8 2' DECK SCREWS 6'-0' O.C. MAX 0 EDGES ! 12' O.G. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING J TYP. 3/4' T4G SUS -FLOOR DECKING GLUED TO ALL EXP05)=D MEMBERS E PRE -ENG. TRUSS DBL. 2X TOP PLATE 1/16' 0.3.8. 2X BLOCKING � TOP OF 2X STUDS 16" O.C. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2X4 'a TOP t BOTTOM CONT. HETA-16 BLK. WALL Qj CONTINUOUS SHEATHING TO 5EGIN AT TOP OF BLK. W/ 1/4' GAP FROM BLK. TO O -SB. O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN Q3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING m TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW �5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/?' • 1'-0' A R C H I T E C T S 1441 N. RONALD REAJ75 LONGWOOD, FL 3 PH: 407-7746 FAX: 407-774 www.abdesigngrouAA #: 000332 ti W C4 U W � Z.- Qn O U z q U r� A ti svHDIV. 8c LOT: TUSCA PLACE SOUTH LOT #3 PH -2 PROJECT# 02108.006 MODEL.: - 1970" GARAGE SWING: LEFT PAGE: misc. DETAILS ARCHITECT- STATE OF FLORIDA FER 1 i2 JAMES/i0,ANTWELL AR NO 1207° PRINT DATE: 02/1 12 SCALE: 1/4"-1'-0" SHEET o32 3 FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN 2x4 BLOCKING BETWEEN OVER *15 FELT PAPER ON FIBERGLASS SHINGLES TRUSSES AT FIRST TWO 5AY5 TRUSSES AT FIRST TWO PAYS OVER *15 FELT PAPER ON 4'-0" O.C. (AT SHEATHING 0.5.5. SHEATHING OR � 4'-0" O.G. (AT SHEATHING 0.5,8. SHEATHING OR ;" 5EAM5) GDX PLYWOOD SECURED SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG GABLE TRUSS PRE -ENG GABLE TRU55 PER NAILING SCHEDULE P.T. 1x2 W/ MTL. DRIP EDGE 2x4 NAILER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2) 2x4 SU5-15AND 126's EACH TRUSS FIPERGLASS SHINGLES CONT, 2x4 RAT RUN SECURED 2x4 SUB -BAND TO BE INSTALLED e MID. POINT OF OVER #IE FELT PAPER ON 05ALUM. SOFFIT W/ (2) 126's e EACH TRUSS ALUM, SOFFIT TRU55 SPAN, OR 10'-0" O.C. MAX. 0-5.5. SHEATHING OR STIFF5ACK AT ALL UPRIGHTS TO BE INSTALLED 's MID. CDX PLYWOOD SECURED OVER 4'-10" HIGH (SEE POINT OF TRU55 SPAN, OR 5TIFF5,4CK AT ALL SEE ENERGY CODE FORMS PER NAILING SCHEDULE SEALED ENG. FOR SIZE 4 10'-0' O.C. MAX. UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES. CONDITION.) HIGH (SEE SEALED ENG. S" GYPSUM BOARD OR SEE ENERGY CODE FORMS FOR SIZE 4 CONDITION.) HIGH STRENGTH CLCD. PRE -ENG TRUSS SEE ENERGY CODE FORMS 0.5,8. SHEATHING OR FOR INSULATION R -VALUES. OSB. SHEATHING OR30ARD FOR INSULATION R -VALUES. CDX PLYWOOD. ATTACHED MTL. DRIP EDGE 1„ J' GYPSUM SOARD OR CDX PLYWOOD. ATTACHED 2x4 NAILER :. GYPSUM BOARD OR HIGH PER NAILING SCHEDULE ON HIGH STRENGTH GL G. PER NAILING SCHEDULE ON e• , •. •• 2x4 SUB -BAND STRENGTH CLG. BOARD SHEET D BOARD SHEET DE, 2x4 a 24" C.C.INTERIOR CONC. FILLED LINTEL BLK -I/5' THICK, 3 COAT KNEE WALL VENTED ALUM. SOFFIT * GONG. FILLED LINTEL PLK �/8 THICK, 3 GOAT CONC, FILLED LINTEL PLK W/ (1) 5 REBAR CONTINUOUS PORTLAND CEMENT PLASTER W/ (1) *5 REBAR CONTINUOUS PORTLAND CEMENT PLASTER PRECAST LINTEL OVER EXPANDED GALV D OVER EXPANDED GALV'D W/ (1) *5 REBAR CONTINUOUS EMBED. STRAP VERIFY W/ METAL LATH ON FORTIF15ER R-4.2 BATT. IN5UL. METAL LATH ON FORTIFIBER TRUSS PLAN R-4.2 BATT. INSUL. JUM50TEX GRADE "D' PRECAST LINTEL UMPOTEX GRADE "D" PAPER PRECAST LINTEL PAPER OVER TYYEK OVER TYVEK BUILDING WRAP WINDOW ATTACHMENT AS BUILDING WRAP (REFER TO WINDOW ATTACHMENT A5 (REFER TO STUCCO SPECS WINDOW ATTACHMENT AS 5/8' TWIG, 3 COAT PER MANUFACTURES 5TUCC0 SPECS FOR PER MANUFACTURES OR COMPLETE INFORMATION) PER MANUFACTURES PORTLAND CEMENT SPECEP IFICATIONS COMPLETE �� SPECIFICATIONS WEEP SCREED SPECIFICATIONS PLASTER APPLIED (SEE DETAIL 2) PRECAST SILL ----PRECAST SILL DIRECTLY TO i�RECAST SELL (SEE DETAIL 2) MASONRY C1) *S REBAR VERTICALLY SECURE GABLE TO 2x(o P.T. (1) *S REPAR VERTICALLY SECURE GABLE TO 2x(o P.T. (1) *3 REBAR VERTICALLY W/ GONG, POUR CELL PLATE W/ 126's 8" O.C. MAX W/ CONC. POUR CELL PLATE W/ 126'5 5" O.G. MAX W/ GONG. POUR CELL F.T. FURRING STRIPS SECURE 2x6 PT. PLATE TO 1x2 P.T. FURRING STRIPS 1x2 P.T. FURRING STRIPS SECURE 2x( 1x2 PT. PLATE TO 11�. 1611 O.C. (• n e I (O O,C. l� u O.C. BLK W/ ? x9u ANCHOR BOLT W/ LK W/ "x9" ANCHOR BOLT W/ 8" CMU 2' WASHER SET IN SIMPSON V CMU 2" WASHER SET IN SIMPSON {{ a° CMU STRENGTH EPDXY 'I I. STRENGTH EPDXY i % � � HIGH R 1/2 GYP, WL. BD. • HIGH R 2 Y W D. " 1/2 GYP. WL. BD. EMBED. MIN. a 32" OG MAX. L B EMBED. MIN. � 32 OG MAX. WOOD BASE WOOD BASE - WOOD BASE d 15/8" THICK, 3 GOAT ` ./8" THICK, 3 GOAT PORTLAND CEMENT ° d . d PORTLAND CEMENT ° ° PLIED PLASTER APPLIED PLASTER AP ° e'•—� ; DIRECTLY TO d 4 DIRECTLY TO 4 4 MASONRY ASONRY 1 -STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT CLG. B LO C K WALLBLOCK WALL 1 BLOCK WALL SCALE: 3/4n=1 i -0u 1A SCALE: 3/4n=1 i-0 u �" B SCALE: 3/411=11-01 /4n = 1'-0" 01 2X4: ® 2X4: ® 2X4: SECURE TO BLOCK W/ NW SECURE TO BLOCK W/ 9/(h SECURE TO BLOCK W/Y4' TAPCON5 OR DRIVE PIN TAPCON5 OR DRIVE PIN TAPCON5 OR DRIVE PIN (MIN. SPANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. IS O.C. MAX SPACING. 18' O.G. MAX SPACING. 8' GMU ?Xroc ® 2Xh: ® 2X6: ® NOTE: STRUCTURAL 2X MUST )� DRYWALL SECURE t0 BLOCK W/T-gifb NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -3/f6" SECURE TO BLOCK W/I-1/4' ME ON OLITSIpE 4 SECURED I'X4' OR I'x2" P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCON5 OR DRIVE PIN THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 1x4 P.T. OR %'X4" MIN. SECURE MIN. HEAD SIZE .300 %.' TAPCON MIN. 1-Y4' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 EM TAPCON MIN. 1 B MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK. THRU FRAME 4 EXTEND 1-Y4' MIN. EMBEDMENt 1 Y4) EMBEDMENT INTO BLOCK. MIN. EMBEDMENt 1 Y4') 3/fd' TAPCON MIN. 1-Y� -1/1(0" O.S.P. OR " CDX INTO BLOCK W/ -14' TAPCONS WITHIN 8' OF EACH END 4 ��81 CMU WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END < OR DRIVE PIN 18" O.C. MAX SPACING. 18' O.C. MAX SPACING. S' CMU 18' O.C. MAX SPAG ING. S' CMU' DRYWALL Z/11'7 (MIN. SHANK SIZE .145 i DRYWALL 2X8: TYVEK BUILDING WRAP axs: MIN. HEAD SIZE 300 2X8: ® !�' DRYWALL 1'X4' OR 1'X2' P.T. NAILER SECURE t0 BLOCK W/T-,(6 1'X4" OR I"X2' P.T. NAILERSECURE TO BLOCK 3 " )ft1X4 OR 1X2 P.t. NAILER �APCONS OR DRIVE PIN4, FORTIFIIBER BLDG PAPER WITHIN 8' OF EACH END 4 18' TAPCONS OR DRIVE PIN 7�& O.SB. X 4 MIN. TAPCONS IN.SHA OR DRIVE PIN 6 D O.SB. X 4' MIN. MIN. EMBEDMENT I -Y4 1 (MIN. SPANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING O.G. MAX SPACING (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 GALV'D MTL. LATH MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW DOOR CASING MIN. EMBEDMENT I Y4') MfN. EMBEDMENT I Y4) ATTACH TO 2X PER ATTACH TO 2X PER ATTACH t0 ?X PER WITHIN 8' OF EACH END t WITHIN 8 OF EACH END 4 -1/S" TEXTURED DOOR JAMB OR WINDOW WITHIN 8 OF EACH END 4 MANUFACTURES DETAILS. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. ATTACH TO 2X PER 18' O.G. MAX SPACING. 18 O.C. MAX SPACING. FINISH m WOOD MANUFACTURES DETAILS. WOOD �/a" TO F'�8' MID WALL NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4°) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") CONSTRUCTION 5G D 5 4 DOOR JAMB TO BLOCK +1-15 16 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16" WEEP REE DOOR JAMB TO BLOCK +3/4 OR + / D / (L WINDOW TO BLOCK +3 4 OR +5 4 WINDOW TO BLOCK +1-15/16" E WINDOW TO BLOCK +3" WINDOW TO BLOCK +3-7 16" d A scALE:1'■1'-0' =z C G .' .. �.. •.•. SCALE: 1' =1'-0' SCALE: 1"■ I'-0' SCALE: 1"■ 1'-0' 2X4: 2x4: CED ,t- Q CM 2X4: ® 2X4: ® SECURE t0 BLOCK W/Y4' " CMU SECURE TO BLOCK W/ 3/fb' SECURE TO BLOCK W/ 3%6" SECURE TO BLOCK W/ N&VTAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 5/5" TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK MIN. HEAD SISIZE I=_ .14 MIN.(MIN. SHANK SIZE .1 0 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 /4 ) FIN16H m MA50NIR1' MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4') WITHIN S' D EACH END a NOTE: STRUCTURAL 2X MUST WITHIN 8' OF EACH END a WITHIN 8' OF EACH END 4 WITHIN 8 oi= EACH END a BE ON OUTSIDE 4 SECURED 18' O.C. MAX SPACING. 151 O.C. MAX SPACING. IS' O.G. MAX SPACING. IS" O.C. MAX SPACING. THROUGH NON-STRUCTURAL 2X6: ® 2x6: ® 2Xb: ® 34' TAPCON MIN. I-V 2x6: ® ' SECURE TO BLOCK W/2-%.1 SECURE TO BLOCK W/2-91(6' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -3/f& EMBEDMENT INTO BLOCK. TAPCON5 SECURE TO BLOCK W/I-1/4 TAPCON5 OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCON5 OR DRIVE PIN (MIN. K DRIVE FIN NOTE: STRUCTURAL ?x MUST TAPCON5 OR DRIVE PIN 8' GMU IMIN. SHANK SfZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE J45 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 SCREED MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 3/fb' TAPCON MIN. 1 Y4" MIN. HEAD SIZE 300 X�" DRYWALL MIN. HEAD SIZE I Y4 THROUGH NOMI STRUCTURAL WEEP SCREED EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4') 1'X4' OR 1'X2' P.T. NAILER MIN. EMBEDMENT 1 EN EM TAPCON MIN. 1 Y4" MIN. EMBEDMI-Nt 1 Y4') MIN. EMBEDMENt 1 Yd ) (� WITHIN S' OF EACH END 4 WITHIN 8' OF EACH END 4 s' CMU WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 EMBEDMENT INTO SLOG . DETAIE T A ]C L L% WOOD ®®� T V 18 O.C. MAX SPACING. 2ND 2X SECURE TO 18 O.G. MAX SPACING. 8' CMU L l IS' O.G. MAX SPACING. 18 O.C. MAX SPACING. 1LJ 8' CMU �' DRYWALL 2x8. ® STRUCTURAL MEMBER W/(2)126 2X8: ® 1 ' DRYWALL 2X8: ® �' DRYWALL 2X5` ® 1'X4' OR I'X2' P.T. NAILER 3 , WITHIN 8' OF EACH END 4 6' SECURE TO BLOCK W/1-1/4' , , , BLOCK CONNECTION SECURE TO BLOCK W/2-%. , SECURE TO BLOCK W/2-% SECURE TO BLOCK W/2- /{6 TO S' O.G. MAX I X4 OR 1X2 P.T. NAILER TAPCON5 OR DRIVE PIN 1X4 OR 1X2 P.T. NAILER TAPCON5 OR DRIVE PIN 1' P.T. X 4' MIN. TAPCONS OR DRIVE PIN TAPCONS SHA OR SIZE J4 PIN (MIN. SPANK SIZE .149 DOOR CASING (MIN. SHANK SIZE .145 1' P.T. X 4' MIN. (MIN. SHANK SIZE .149 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR CASING SCALE: I I/2`-_V-0`MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 DOOR JAMS OR WINDOW , DOOR JAMB OR WINDOW MIN. EMBEDMENt I Y4') MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW MM. EMBEDMENt i Y4') MIN. EMBEDMENT I Y4) ATTACH t0 2X PER DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER WITHIN 8' OF EACH END 4 WITHIN S' OF EACH END t WITHIN S' OF EACH END 4 WITHIN 8 OF EACH END 4 MANUFACTURES DETAILS. MANUFACTURES DETAILS. I8' O.C. MAX SPACING. ATTACH TO 2X PER IS' O.G. MAX SPACING. MANUFACTURES DETAILS. IS' O.C. MAX SPACING. IS O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y¢) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4') NOTE: SHIM A5 NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK WINDOW TO BLOCK +2 1 4 F WINDOW TO BLOCK +3 WINDOW TO BLOCK +3 3/4 " +1-1 2" H B SCALE: I' • 1' -0' � SCALE: I"= I'-0' SCALE. ' 1 1 SCALE: 1"s l'-0' mm0000 A R C H I T E C T S L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU191DIV. & LOT: TUSCA PLACE SOUTH LOT #3 PH -2 IPROSECT# 02108.00 MODEL: »10"70" GARAGE SWING: LEFT PAGE: MONOLITHIC 1- STORY WALL SECTIONS & NOTES ARCHITECT - STATE OF FLORIDA JAME CANTWELL A NO 12079 PRI T DATE: 02/12 12 SCALE: 1/4p1=1'—_0" SHEET D3 OP,,- w W Q o � z q U A � SU191DIV. & LOT: TUSCA PLACE SOUTH LOT #3 PH -2 IPROSECT# 02108.00 MODEL: »10"70" GARAGE SWING: LEFT PAGE: MONOLITHIC 1- STORY WALL SECTIONS & NOTES ARCHITECT - STATE OF FLORIDA JAME CANTWELL A NO 12079 PRI T DATE: 02/12 12 SCALE: 1/4p1=1'—_0" SHEET D3 OP,,- r Y FIBERGLASS SHINGLES F15ERGLA55 SHINGLES OVER 1*15 FELT PAPER ON OVER #15 FELT PAPER ON 2x4 5LOCKING BETWEEN r' 0.5.5. SHEATHING OR 2" i/16' 0.5.5. SHEATHING OR TRUSSES AT FIRST TWO SAYS CDX PLYWOOD SECURED CDX PLYWOOD SECURED -O O.C. (AT SHEATHING PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS) FRE -ENG TRUSS MTL. DRIP EDGE PRE -ENG GABLE TRUS5 MTL. DRIP EDGE SEE ENERGY GODS FORMS 2x4 5U5-5AND CONT. 2x4 RAT RUN SECURED 2x4 SUB -SAND FOR INSULATION R -VALUES. ALUM. SOFFIT W/ (2)126'.5 -s EACH TRUSS VENTED ALUM." GYPSUM HOARD OR 2" STIFFBAGK AT ALL SOFFIT HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" 50ARD HIGH (SEE SEALED ENG. DOUBLE TOP PLATE TWIST STRAP VERIFY W/ FOR 61ZE 4 CONDITION) WINDOW HEADER SIZE TRUSS PLAN SECURE 2x4 PLATE TO SEE ENERGY CODE FORMS VARIES PER WINDOW FOR INSULATION R -VALUES. OPENING SEE HEADER WALL W/ 8"x(o" THRU-BOLTS SPAN CHART FOR 32" O.C. MAX THEN 8' GYPSUM 50ARD OR 2" DETAILS SECURE GABLE TO 2x4 0.5.5. SHEATHING OR 2" WINDOW ATTACHMENT AS PLATE W/ 12&5 8" O.C. MAX HIGH STRENGTH CLG. CDX PLYWOOD. PER MANUFACTURES OR ATTACHED PER NAILING SPECIFICATIONS SECURE GABLE TO DBL DOU5LE TOP PLATE SCHEDULE ON SHEET D5, TOP PLATE W/ SIMPSON 1/8" THICK, 3 COAT WINDOW SILL HTG4 e 24" O.C. MAX PORTLAND CEMENT 2x STUDS a 1(o" D.C. MAX W/ WINDOOW HEADER 51ZE WINDOW ATTACHMENT AS PLASTER OVER R-11 5ATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER EXPANDED GALV'D 2' T 4 G SU5FLOOR GLUED OPENING SEE HEADER SPAN SPECIFICATIONS METAL LATH ON AND NAILED AS PER CHART FOR DETAILS WINDOW SILL FORTIFISER JUMBOTEx NAILING SCHEDULE � 0.5.8. SHEATHING OR � 2x STUDS � 1(o' O.C. MAX W/ GRADE "D" PAPER OVER CDX PLYWOOD. TYVEK BUILDING WRAP ATTACHED PER NAILING R-11 BATT. INSUL. MIN. (REFER TO STUCCO SCHEDULE ON SHEET DB' " T 4 G SUSFLOOR GLUED 5PEC5 FOR COMPLETE 1/5" THICK, 3 COAT AND NAILED AS PER INFORMATION) PORTLAND CEMENT PLASTER NAILING SCHEDULE NOTE: SHEATHING MUST OVER EXPANDED GALV'D NOT BREAK 1'-0" MIN.METAL LATH ON FORTIFIBER FROM 2ND FLR LINE _ PRE -ENG FLOOR TRUSS JUMSOTEX GRADE "D' PAPER • (INSTALL PER MFG. SPECS.) OVER TYVEK BUILDING WRAP 2x4 CONT. a TOP AND :. a" GYPSUM BOARD OR 2" (REFER TD STUCCO SPECS 5T. OF FLR TRU55 (TOP HIGH STRENGTH CLG. FOR COMPLETE INFORMATION) 2x4 SUPPORTS 5T 5OARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRU55 PLATE OF 2ND FLR, ST.GONG. FILLED LINTEL BLK NOT BREAK 1'-O" MIN.(INSTALL PER MFG. SPECS.) 2x4 IS FOR WALL W/ (1) #5 REBAR CONTINUOUS FROM 2ND FLR LINE :." GYPSUM BOARD OR 2" SHEATHING NAILER) R-4,2 5ATT. INSUL. 2x4 CONT. v TOP AND HIGH STRENGTH CLG. WEEP SCREED PRECAST LINTEL 5T. OF FLR TRUSS (TOP BOARD (SEE DETAIL 2A) 2x4 SUPPORTS BT GONG. FILLED LINTEL BLK, EMBED. STRAP VERIFY WINDOW ATTACHMENT AS PLATE OF 2ND FLR, 5T. W/ (1) 05 fi�ESAR CONTINUOUS W/ TRU55 PLAN PER MANUFACTURES 2x4 15 FOR WALL SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL Na" THICK, 3 GOAT PRECAST SILL PORTLAND CEMENT WEEP SCREEWINDOW ATTACHMENT AS PLASTER APPLIED (1) 5 RE5AR VERTICALLY C5EE DETAIL ED D PER MANUFACTURER DIRECTLY TO W/ CONC. POUR CELL SPECIFICATIONS MASONRY 1x2 P.T. FURRING STRIPS PRECAST SILL .' 6 1�" O.C. EMBED. STRAP VERIFY �r 2 -STORY W/ TRUS5 PLAN (1) *5 REBAR VERTICALLY FIRST FLOOR a" GMu 5 W/ CONC. POUR CELL 1/2'GYP. WL. BD. /8„ THICK, 3 GOAT Ix2 P.T. FURRING STRIPS BLOCK SECOND WOOD SASE PORTLAND CEMENT FLOOR FRAME PLASTER APPLIED DIRECTLY TO S” CMU 1 SCALE: 3/4" -O" ° ° Q 1/2" GYP. WL. BD. - S TO RYm ° LE WOOD BASE A FIRST FLOOR BLOCK SECOND d •d I • FLOOR FRAME1A ° SCALE: 3/4"=V-0" 0.5.5. SHEATHING OR 2" CDX 2x STUDS e 16" O.C. MAX W/ PLYWOOD. ATTACHED PER R-11 5ATT. IN5UL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS e 1(o" O.G. MAX W/ 1/16" 0.5.5. OR CDX T G SUSFLOOR GLUED s D5" R-11 5ATT. INSUL. MIN. TYVEK 5U ILD ING WRAF ¢ AND NAILED AS PER 7/8 THICK, 3 COAT PORTLAND ��� T 4 G SU5FLOOR GLUED FORTIFIBER GEMENT PLASTER OVER AND NAILED AS PER DLDG PAPER NAILING SCHEDULE EXPANDED GALV'D METAL LATH ON FORTIFISER JUMSOTEX NAILING SCHEDULE GALV'D MTL. LATH t GRADE "D' PAPER OVER TYVEK I/a" TEXTURED BUILDING WRAP (REFER TO FINISH WOOD STUCCO SPECS FOR COMPLETE WOOD -11D TO �j�N MID WALL INFORMATION) CGTfON ONStRUWEEP SCREED 2 x4 GONT. el TOP AND 5T. OF OL FLR TRUSS (TOP 2x4 z d SUPPORTS 5T PLATE OF 2ND FRE -ENG FLOOR TRUSS PRE - ENCS FLOOR TRUSS FLR, 5T. 2x4 IS FOR WALL 8" CMU SIMPSON HETA-fro EMBED. SHEATHING NAILER)" GYPSUM 504RD OR 2" WEEP SCREED HIGH STRENGTH CLG. 5/5' TEXTURED STRAP Q 32' O.G. MAX VERIFY (SEE DETAIL 2A) W/ TRUSS PLAN :::: 50ARD FINISH MASONRY EMBED. STRAP VERIFY GYPSUM BOARD OR 2" W/ TRUSS PLAN CONC. FILLED LINTEL SLK HIGH STRENGTH CLG. BOARD 11/6" THICK, 3 GOAT PORTLAND W1 (1) #5 REBAR CONTINUOUS GEMENT PLASTER APPL IED WEEP SCREED DIRECTLY TO ,M,45ONRY FLOOR CONNECTION AT PARALLEL/ DETAIL C WOOD TO 2 PERPENDICULAR PRE -ENG FLOOR TRUSS LOCK CONNECTION SCALE: 3/4"=V-0" SCALE. 1 1/2'=V-01 ARCHITECT; o Design Group Inc. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVBDIV. & LOT: TUSCA PLACE SOUTH - LOT #3 PH -2 PROJECT# 02108.006 MODEL. "1970" GARAGE SWING: LEFT PAGE: MONOLITHIC 2—STORY STALL SECTIONS ARCHITECT STATE OF FLORID) PRINT DATE: 02/12/12 SCALE: 1/4"=1'-0" SHEET I) A OF�- A R C H I T E C TS... Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a b d es i gn gro u p. co m AA #: 0003325 ti w W v W UI o too O q U ti C A m SVBDIV. & LOT: TUSCA PLACE SOUTH LOT #3 PH -2 PROJECT# 02108.006 MO DEL: "19'70" GARAGE SWING: LEFT PAGE: misc. - DETAILS r CHITECT. OF FLORIDAF1 4 _0 DATE: 02/12/12 SCALE: 1/4"=1'- 0" SHEET D 5 42 3 I 4'x4' SELF -ADHERING MEMBRANE 6' NOTE - APPROVED BUILDING WRAP FLASHING (COMPATIBLE W/ HOUSE ' SHALL BE LAPPED A MINIMUM OF WRAP MATERIAL) OvERAPPROVED HOUSE WRAP. 6' VERTICAL LAPS (ROLL FLASHING TO EXTEND ONTO PIPE ENDS) 4 V a HORIZONTAL LAPS. ONE-PIECE VERTICAL "M" ALL SEAMS NEED TO BE TAPI=P BACKING SHALL BE LAPPED NOT 1' OR LESS PIPE 6'x&' SELF -ADHERING MEMBRANE WITH 55 THAN TYPE CONTROL JOINT H FORTIBER SHEATHING TAPE LE AN 2 ON WALLS, THE PENETRATION FLASHING (COMPATIBLE W/ HOUSE BACKING SHALL BE LAPPED 50 WRAP MATERIAL) OVER 4'x4' ATTACHED TO WIRE LATH . — / WATER WILL FLOW TO THE SELF -ADHERING MEMBRANE W/WIRE TIE. WIRE TIE LATH 1 EXTERIOR. SACKING SHALL NOT •,'"•`•�.���`�'��: G ME BR NE FLASHING OVER APPROVED TO OUTSIDE OF THICK, 3 COAT CEMENT / \ BE PLACED BETWEEN PLASTER O APPLIANCE FLANGE W/IS HOUSE WRAP. GAUGE WIRE 1O.C. PLASTER BASE (LATH) AND FLANGES OF / \ '';.:,,::,,,. FLASHING TO EXTEND ONTO PIPE ACCESSORIES, METAL LATH t0 WRB LAYER 01, FORTIFIBER METAL FLANGE CONTACT SHALL BUILDING PAPER / 1' MIN. LAP ,METAL LATH 1 BE REQUIRED TO ENSURE THAT CONTINUOUS THROUGH METAL LATH LATH SHALL NOT FLANGES ARE MECHANICALLY CONTROL JOINTS BUT WRB LAYER 01, LOCKED TOGETHER. PER ASTM CUT AND OVERLAP ONE SIDE OF SHALL BE STOPPED X X X 1 CIld63 7183>1 SELF -ADHERING MEMBRANE STUCCO WRAP X X X — FLASHING CUT AND OVERLAP ONE SIDE OF AND TIED AT EACH — OOD SHEATHING SELF -ADHERING MEMBRANE SIDE. PER ASTM C1(dh3 �— 7.Ira.l.4' WMETAL LATH STEW 01 ST FLASHING e ,v WRB LAYER 01, � WRB LAYER "I," THICK, 3 COAT CEMENT STUCCO WRAP — — STUCCO WRAP I PLASTER 77 b' MIN PAPER LAP BELOW ONLY METAL LATH WRB LAYER 02, FORTIF15ER / I I ' ': 1'1ET-�L LATi'-1APER 1 � wRB LAYER n, FORTIR ER WRB LAYER 02, FORTIFilBER A L TO BUILDING PAPER BUILDING PAPER 71 3 MIN GAP MIIJ ` — t� I WRB LAYER 01, I FLASHING OVER 4Rx4G MEMBRANE 3 MIN STUCCO WRAP SELF -ADHERING MEMBRANE \ / I INSTALL FA5TENERS (CLIPS, FLASHING OVi=R APPROVED STRAPS, STAPLES) AS HOUSE WRAP. WHERE METAL PLASTER BASE WITH BACKING 15 USED, THE:WOOD SHEATHING REQUIRED TO SECURE FLASHING TO EXTEN12 ONTO PIPE PIPE/ WIRE t0 FRAMING VERTICAL AND HORIZONTAL LAP 4'x4' SELF -ADHERING MEMBRANE ` JOINTS SHALL BE SACKING ON FLASHING OVER APPROVED BACKING AND METAL ON METAL. _.,, :. •.: •, .:,..... ,:.. , •. , :. .;•: » .,. HOUSE WRAP. PER ASTM C1063"i 83 FLASHING TO EXTEND ONTO PIPE \ 1' MIN LATH LAP, 4' OVER ALL LAP \ APER LAP ! --%' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR / SCALE: 11/2'-1'-0' INFILTRATION BARRIER OVER SHEATHING ELASTOMERIG COATING OVER STUCCO/ Z7 G.Y. FINISH (SEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL SECT I Oil WOOD STUDS ONE VERTICAL—PIECE PER FBC Exterior lathing and plastering . Exterior use of portland cement plaster "M" TYPE CONTROL JOINT SHEATHING shall comply with the application 1 ,? requirements of ASTM C926-1IA. Installation of exterior lathing and framing BUILDING — PAPER b' MIN shall comply with ASTM C 1063-11A. LAP STUCCO 1f' LAP * LATH V LAP a PAPER C O I. FOLD INWARD w PT. A 2 I. FOLD INWARD PT. A 0 ®FOLD 2. CREASE0PT. 15 ® KIC K0 HJT HORIZONTAL LATH FIFE FFNETfRATION DET741L ®8c PAPER DETAIL DETA.I][� N.7.5. FOLD 0415 WOOD SHEATHING y; WRe L AYE R #I, STUCCO WRAF= o a I'. I. FOLD INWARD I. FOLD INWARD a Pt. A ,•. PT.A ";.:�� THICK 2. GREASE Pt. I> 3 COAT CEMENT 2. GREASE a PT.13 , 3. CREASE a PT. C s. CREASE A PT. C �� PLASTER 4. FOLD PT. C OVER PT. B TILL PT. C TOUCHES I BOTTOM FLANGE METAL LATH ® z... Y LAP WRB 4 TAPE OYER LEGEND ROOF/WALL SCREED ' DRAINASE fi L:ANE (WFi 5 ® ©FOLD © z 5 "X ° "L" TYPE CONT INUOU5 So�GE WATER TIGHT GALV, METAL FLASHING L-AYE� 1, STUCCO UJRAF) �•' SEAL.FOLD, � %z 7 (NAIL TO ROOF DEC<, NOTNQj � WALL SHEATHING) UJ 5 LAYER #2 «0RT1F15EfR-'-'-'-'-'-'-�-_ `y CAF 5HINGLE - DO NOT NAII�.._D INCA ' ) J" THICK, 3 COAT CEMENT INSTALL WITH ROOF CEMENT PLASTER WRB LAYER 02, FORTIFIBER/� L LATH X X X X ......� BUILDING PAPER A •�t°'_ WRB LAYER 01, - STUCCO WRAP ROOF CEMENT STUCCO OVER NAILIFLAE, STOP :1 LAP LAYERS of BUILDING WRAP '• , � t NG NG8. SHINGLE ROOFING �,• .,r . • SHS LEb OX. 1 )S' AP•OVE I /7q✓///� % • r CASING, BEAD 4..s� o D 6 � E A T H I N� 15A5xs WALL FLASHING W r v 0 KICK -OUT FLASHING (8EE DETAIL) 6. � I 5ELF-ADHE6IvE FL-A&HINCA — — FELT UNDEIZL AYMENT WATER TIGHT SEAL (BEND OR SOLDER, DO NOT CUT) _`Q���p NOTE: INSTALL KICKOUT SHINGLE ROOFING, �F FLASHING AT BOTTOM OF ROOF 4 1 9 9 F L A S�II�®fl I� T G DRIP EDGE: OVERLAP 2', �I. WALL INTERSECTIONS EXTEND Ya' RSELOW SMECHANICALLYSCALE; : 1/2"=V-011 SHEATHING, MECHANICALLY FASCIA WRAP FASTEN 12' O.C. MAX. A R C H I T E C T S L REAGAN BLVD., FL 32750746078 74-4078ngroUP'COM03325 i Sv$DIV. & I.0T: TUSCA PLACE SOUTH LOT #3 PH -2, r-ARdJECT# 02108.006 MODEL• "1970" GAIRAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA 14 4G,2. JAMES ANTWELL AR O 12079 PRIN W DATE: 0 2 /12 /12 SCALE: 1/4"=1'-01P SHEET W A IirR, 3 W W 4 0 q Z U h q Sv$DIV. & I.0T: TUSCA PLACE SOUTH LOT #3 PH -2, r-ARdJECT# 02108.006 MODEL• "1970" GAIRAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA 14 4G,2. JAMES ANTWELL AR O 12079 PRIN DATE: 0 2 /12 /12 SCALE: 1/4"=1'-01P SHEET W A IirR, 3 a STUCCO INSTALL V SELF -ADHERING FINISH , MEMBRANE FLASHING OVER (o" SELF ADHESIVE I. TOP, SIDE(S) AND BOTTOM OYER TOP 4 SIDES G,45L.E-END TRUSS I' Woop SHEATHING FLANGES OF NON-MOVAIBLE FRAME OF THE EXHAUST. I WRB !_APER *1, SEQUENCE OF FLASHING TO BE: SELF WOOD SHEATHING STUCCO WRAP I. BottoM, 2. SIPES, 3. TOP110111, FLASHING UNIT WRB LAYER *1, WRB LAYER *2, FORTIFIBER X. VENC CAP BE SET IN BED 01= SEALANT AT TOP AND STUCCO WRAP I WOOD BUILDING PAPER CONSTRUCTION I X 51DES ONLY. SEALANT IS TO BE PREMANUF. DRYER I. METAL LATH TOOLED SO AS TO DEFLECT VENT CAP (SET IN -1/8" TEXTURED I� WATER AWAY FROM JOINTS, k. , FORTIF15ER ��.; 1=INI51-I WOOD CONT. SEALANT) WR5 LAYER 012 E -Z BEAD ALL AROUND I`. 8 CMU l VENT -APPLY SEALANT ALL 3UILDING PAPER II y , l .. JOINTS AND INTERSECTIONS Ya TO /s MID -WALL ' WEEP SCREED APPLY SEALANT AT PERIMETER OF SEALANT I - BACKER ZQ- ROD NON-MOVABLE FRAME AND STUCCO TOP 4 SIDES I . --- " THICK, 3 COAT CEMENT ON ALL SIDES, Y4 CAULKING JOINT I` PLASTE1z ALL :� .. X`- 12" WIDE STRIP SELF ADHESIVE FLA5PING, CLEAN PER F130 Exterior lathing and plastering 6 B YE VENT (BLOCK). 3/8" TO YS" MID -WALL `' MASONRY BEFORE APPLYING Exterior use of por land cement plaster >< WEEP SCREED . T I E BACKER ROD shall comply with the application I TO METAL LATH W/18 TEXTURED requirements of ASTM C 926-11A. FINISH MASONRY T q GA. WIi�E �" O.C. I, Installation of exterior lathing and framing 611 SELF-ADHESIVE �'y HORIZONTAL WEEP SCREED �`. shall comply with ASTM C 1063-11A. BU ILD ING P AER I FLASHING �f �:.. OVER 'QUICK (FRAME TO BLOCK) WRB LAYER *1, Ii FLASH" I WOOD FRAMED STUCCO WRAP I :. WALL HOODED VENT ' .' s THICK, 3 COAT CEMENT - - ►-y HORIZONTAL WEEP SCREED LE NE) ,: �.: PLASTER PIPE THROUGH / r A METAL LATH WALL (FRAME T® FRAME) wR5 LAYER *2, 1=0RtIFIBER 1 DRAINAGE- PLANE ���� BUILDING PAPER \ LAYER *11, STUCCO WRAP) WOOD SHEATHINCx — WF 5 LAYER *`2 (FORTIF15ER 6 ADRYER VENT ( FRAME) 'QUICK FLASH" 5UILDING PAPER) GASKET (INSTALL PER MANUF.5f=ECS.) METAL LATH x x x x 8n BUILDING PAPER STUCCO L • :. ' • t UNDER "QUICK FLASH" WRS LAYER #1, CUT OPENING IN STUCCO WRAP®®D SHEATHINS APPROVED HOUSEWRAfi FOR BOX INSTALLATION VENT PENETRATIONcuT "x° INTO SELF-ADHESIVE FLASHING A SCALE: N.T.S. WRB LAYER 01, N SELF -ADHERING STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SI-IEATHINC 1"IEMSRANE FLASHING 1 OVER BOX AND OVER APPROVED WRS LAYER *1 5TH #I 5TEf=:12- APPROVED - HOUSEWRAf' WRR LAYER # I, BELOW STUCCO WRAP R 1 ELEC. METER FIELD ELEC. METER FIELD VERIFY LOCATION GUT SUCH THAT @ APPLY (6O MIN SELF -ADHERING NO MEMBRANE GRAPE,11D1 FELL MEMBRANE FLASHING VERIFY LOCATION ENTERS SOX, OVER APPLY STUCCO SCRATCH COAT APPLY To FADE SELF -ADHERING-r EDGE FLASHING OVER AND ONE (1) LAYER OF PAINT APROVED PRIOR TO INSTALLING ELEC. HOUSEWRAP ............... METER WRS LAYER 02, FORTIFISER CAVITY TO 5E FILLED I3UILDINCs PAPER WITH RIGID POLYMERIC (ERIC STEF 6 T E F #,4- 15OCY,4NOTE FOAM ( "GREAT STUFF" OR S11" ALAR) A LY A SILICON <.:'•:'': El ASTOM1=RIG AREA TO RECEIVE PP STUCCO SCRATCH COAT BASE SEALANT AT POINT 4 1 COAT OF PAINT W/5ACK- THAT ELEC. WIRE PENETRATES APPLY E -Z SEAR ROLL PRIOR TO OVER 60 MIN ELEC. METER INSTALLATION GRADE "D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS PROVIDE STUCCO SCRATCH CoAfING OVER STUCCO/ G.Y. FINISH (SEE TYPICAL WALL SECTION) METAL LATH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT 6TEF S T E F *(6) - ELECTRICAL CONDUIT PENETRATION 9 ELECTRICAL RECEPTACLE ARCHITECT$ Design G ro u p I nc. N. RONALD REAGAN E _ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 rww.a bd esigngrou p.cor AA #: 0003325 ti T p . p .p . p O .G.C. G O DA 02 12 . p p . SCALE: 1/4))=11-01' o. .o WA2 O7� 3 O • O o• •o . p O• • O . p p . O .0 .0 . , O . , p . , p CoAfING OVER STUCCO/ G.Y. FINISH (SEE TYPICAL WALL SECTION) METAL LATH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT 6TEF S T E F *(6) - ELECTRICAL CONDUIT PENETRATION 9 ELECTRICAL RECEPTACLE ARCHITECT$ Design G ro u p I nc. N. RONALD REAGAN E _ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 rww.a bd esigngrou p.cor AA #: 0003325 ti T DA 02 12 W SCALE: 1/4))=11-01' SliEET WA2 O7� 3 U w w � 4 � lr 0 a � U A � SUBDIV. & IAT: TUSCA PLACE SOUTH LOT #3 PH -2 PROJECT# 02108.006 MODEL,: "1970" GARAGE SWING: LEFT PACE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA 14 Zo,2­ NO 12079 T DA 02 12 12 SCALE: 1/4))=11-01' SliEET WA2 O7� 3 SHEATHING REMOVE 145L WOOD E NEEDED II ' E UL V WRB LAYER *1, ACCOMMODATE STUCCO WRAP NEW DRIP METAL I / WOOD I WRB LAYER 02, FORTIF15ER \ �1 ---- CONSTRUCTION ��-�. BUILDING PAPER EXISTING LA ER :#11 STUCCO WRy4f=) MEM�3RANE \ CUT EXISTING 5/4" WOOD/ TREX I � DRIP PGE SLEEPERS uiR5 L. A,►' E R 2 ( ®RT I THICK, 3 GOAT GEMENT AT GR LASE I t� PLASTER MEMBRANE 5U I L D NC- PA I F EXISTING DRIP EDGE WOOD SHEATHING —► I ; DRIP MOLD W/ WEEP HOLES J X X X X /alSub FLDoR 1* IETAL_ L,4TH -WEEP HOLES DRYWALL \ �" THICK, 3 COAT CEMENT NEW TREX/41 WOOD/ PLANKING �/8 TEXTURED 1=INISH PLASTER NEW DRIP 1=DCaE �TUCsC. 0 "• '4 3/8 R188ED LATH OVER WOOD SHEATHING REMOVE AND REPLACE APPROVED BUILDING WRAP STUCCO DRIP SCREED W/CONTROL JOINT' THICK, 3 COAT CEMENT IIIIII C PLASTER WOOD SHEATHING WOOD 6HEATH INC DRIP SCREED W/CONTROL J INT DRIP MOLD DTL. @) CANT.f,: NEW CASING BEAD 5ELF-ADHE6IVE FLASHING 1®� SCALE: 1 1/2"=1'-0" ., /NEW BALCONY DRIP (_. STUCCO EDGE REMOVAL SUB FLooR#1, WRB LAYER 02 FORTIFIBER SUB FLOOR DECK MEMBRANE WRB LAYER WOOD SHEATHING SCALE: NTS F BUILDING PAPER EXTEND OVER DRIP STUCCO WRAP WRB LAYER *1, EDGE \_ STUCCO WRAP WOOD I � WRB LAYER 02, FORTIFIBER � 3' X 3" 26 GA. GALV. CONSTRUCTION BUILDING PAPER �` METAL DRIP EDGE PLYWOOD FILLER, SET IN FULL BED OF BALCONY DRIP CONTINUOUS m SEALANT, X" MIN. SPACE FROM DRIP THICK, 3 COAT CEMENT EDGE REPLACEMENT FACE TO TRIC I PLASTER SCALE: NTS Y4' GAP FOR I:: NOTE: SEALANR ROD SLF-ADHESIVE WOOD SHEATHING —•- EXISTING DRIP EDGE WILL BE FOLDED UP ,,.... > :;.t .:,•...�: _ 5/8" AROUND Ya" TO ALLOW THE INSTALLATION OF STUCCO DRYWALL PLYWOOD FILLER " THICK, 3 COAT CEMENT3 3 COAT CEMENT" THICK, COAT CEMENT PLASTER AND CASING. FOLLOWING PAINTING, THE PLASTER PLASTER WRB LATER DRIfi EDGE WILL BE SENT BACK TO ITS METAL LATH STUCCO WRAP P ORIGINAL LOCATION AND SEALED T. TO THE .. DRIP SCREED W/CONTROL STUCCO JOINT '. .:..:..:.. :...-....�.,.�.:.:::.:., ;..-..-, �.,;•Y •�;,:..; .--._..�•.; .. WOOD SHEATHING CASING BEADCASING EAD DTL. Ca)CANT. BALCQNY DRIP B 10B SCALE: C 1'-O' BALCONY 11C EDGE INSTALLATION DRIP EDGE REPAIR SCALE. SCALE: NTS WOOD SHEATHING -- 2x FRAMING MEMBER CMU WRB LAYER *1, — . STUCCO WRAP- $" THICK, 3 GOAT CEMENT > > WOOD SHEATHING FIL,45TER WRB LAYER *2, FORTIFIBER BU ILD ING PAPER 4 i Ni I WRS LATER #1, ,��� CORNER SEAR CORNER ;=3EAD METAL LAT+ _ I I STUCCO WRAP FASTENED TO SHEATHING .:..::..:...;...- ::... 7 (FASTENER 4 5PAGINCA -I THIGK, 3 COAT GEMENT >I UJfR5 LAYER 02, FORTIF15ER 11, O.G. MAX. PLASTER I I BU ILD INC PAPER 6'5ELF-ADHERINGI *-i— METAL LATH - FL,45HINC J �t ((EXPLODED a" THICK, 3 COAT CEMENT VIEW FOR PLA5TER WRS LATER 01, CLARITY) STUCCO Wf;RA}=l �,.. DRIP GAP WOOD SHEATHING y' S/a° THICK, 3 GOAT CEMENT BLASTER APPLIED METAL LATH DIRECTLY TO MASONRY WINDOW FLANGE WR8 LAYER 112, FORTIFISER SUILDING PAPER 4A CORNER BEAD 05) ]FRAME CORNER BEAD 9 BLOCK CASING- BEAD Ca) WINDOW 15B ]FRAME, NO BAND) A R C H IT E C TS Design 9 G ro u p I nc. 1441 N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 vwvw.abdesigngroup.cor AA #: 0003325 ti W W W o p z A U A � SVBDIV. 8e IAT: TUSCA PLACE SOUTH LOT #3 PH -2 PROJECT 02108.06 MODEL, - 12 1970 ODEL:"1970 GARAGE SWING: LEFT PACE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA DATA: 0 2 12 12 SCALE:1/4)3=11-010 SHEET WA3 3 LEGEND DRAINAGE PLANE (WRB a LA'T'ER 01, STUCCO WRAP) WRB LAYER #2 (PORTIPSER - - -....... BU ILD ING PAPER) METAL LATH X x x X STUCCO .,...'.....;.,;.:..,..:. WOOD SHEATHING= WOOD 6HEATHING WRB LATER *1, SELF-AF-)HESIVE FLASHING - - - - - - STUCCO WRAP � WOOD 51-fEATHING �" 3 coAT CEMENT $ THICK, ':' PLASTER WRB LAYER *2, FORTIFIBER — SEALANT METAL LATH r BUILDING PAPER I Y. I WRB LAVER #1, j I STUCCO WRAP METAL LATH'177- .4 ''r .�• .•. THICK, 3 GOAT GEMENT I WRE3 L, �'I� #2, 1=0RT II= I BE R � �;' X:a. .x• : d het •' PLASTER >I I3U I LD ING=',OPER :X WINDOW FRAME METAL LATH WR8 LAYER 02, FORTIFIBER FLASHING BUILDING PAPER CExPLoDED 8" THICK, 3 COAT CEMENT VINYAL ANGLED VIEW FOR PLASTER, E -Z BEAD VINYL C,45ING CASING BEAD CLARITY) (W/a/8" FLEXIBLE PVC 5,4CKER ROD) AIYV DRIP CAP a WRB LAYER 01, WINDOW FLANGE STUCCO WRAP j� (o" SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER CASING BEAD Ca WINDOW VY BA�L�II]15C(FRAME, W/BAND) WOOD 51-1•EATHING Y4" GAP TYPTHICK, 3 COAT CEMENT CASING BEAD PLASTER METAL LAT�4 SEALANT TO WINDOW METAL LATH WRB LA,r'ER #1, WRIB LAYER 01, STUCCO WRAP W00E) SHE ATH ING STUCCO WRAP WINDOW FRAME WRB LAYER #2, FoRTIFIBER WOOD SHEATHING I W 5 L A \/E R :111 x'BUILDING PAPER THICK, 3 COAT CEMENT I I 15TUCCO UJRAf=' e •. 7.:;•4 .: . PLASTER ..' CASING �3EAD OVER PEEL 0 ZZ Y UJRB L,4YER *2, FORT IF f BER _ WRB L,4YER 2, FoRTIFIBEfi� STICK 4 FORTIFY BUILDING PAPER VINYL ANGLED I _ I BU ILD INC-RER CASING BEAD ..:�:,. I MFETAL L74TH E -Z BEAD VINYL C45ING VINYL CASING BEAD (W/3/a' FLEXIBLE PVC BACKER ROD) n WINDOW FLANGE EXPLODED 8 THICK, 3 COAT CEMENT VIEW AOR'—�4STER 6' WIDE PEEL 4 STICK CLARITY) 2X FRAMING OVER FLANGE MEMBER *APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP CASING BEAD Cab RAISED BAND (FRAME)EZ "EA.D WINDOW CASING A R C H 1 T E C -T Design ro u p i nc. 1441 N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup:cor AA #: 0003325 ti — FEB 14 r 2 JAME ANTWELL AR O 12079 P]Ftllqqr DATE: 0 2 1 12 SCALE: 1/409=11-01$ w SHEET WAS- ort ^ 3 ' w w .. 4 ti z A U I L SUISDIV. & LOT: TUSCA PLACE SOUTH LOT #3 PH -2 PROJECT# 02108.006 MODEL: "19"70" GA.RAGE SWING: LEFT PACE: WALL ASSEMBLY DETAILS ARCHITECT- RCHITECTSTATE OF FLORIDA STATE — FEB 14 r 2 JAME ANTWELL AR O 12079 P]Ftllqqr DATE: 0 2 1 12 SCALE: 1/409=11-01$ SHEET WAS- ort ^ 3 CUT HOUSEWRAF AT 450 ANGLE MODIFIED 11" CU' IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HDL OVER SHEATHIN WD STUD WALL INSTALL 6" SELF-ADHE FLASHING C NAILING FL, JAMBS EXTEND FL I" BELOW 5 FLEXIBLE I DO NOT SE FIN MPORARILY ;LP -UP 4 SEC CU5EWRAP (01 JCK FLAP UND HEAD FOLD HOUSEW N AT JAMBS 4 SLOPE SILL R �46TALL 6" SELF-ADHE :LASHING C :OATED AI 4EAD FLA° 'WITH END MAILING FL EXTEND SELF-ADHE =LASHING I 3EYOND J, =LASHING NSTALL ME .;AP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAIL5, STAPLES) INSTALL DUPONT FLEXWRAP AS T� FLASHING AT THE FOLD HOUSEWRA POWN 4 TAPE DIAGONAL CUT 4 ACROSS HEAD C WINDOW +PPLY -*ia' NOM. :ONTINUOUS BEAD )F SEALANT AT AMBS AND HEAD or APPLY TO BACK OF 11NDOW NAILING LANGE IN LINE W/ 'RE -PUNCHED 4OLES OR SLOTS. pl-i 11 11 1 11 1__� IpE ADHESIVE - XISLE FLASHING vER DRIP CAP =CTO -WRAP EQUIV) WINDOW FLASIrIING INSTALLA'g'IOYV DETAILS � 2 FlULL VVRA�� SGALE: NTS STEP 4 STEP g INSTALL WINDOW PLUMB, LEVEL AND SQUARE PE MANUFACTURER WRITTEN INSTRUCTIONS —APPLY MEMBRANE FLASHING OVER JOINT P'_� _u_ 11 11 NOTE: I. IT IS THE CONTACTORS RESPON5I5ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: CLEAN AND SEAL JAMS TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H Il'TEC TS Design G ro u p i nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 v SU13DIV. & IAT: TUSCA PLACE SOUTH LOT #3 PH -2 PROJECT# 02108.006 MODEL - "1970" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING ARCHITECT. STATE OF FLORIDA - FEB 14 20 mio PRI T DA : 02/12/12 SCALE: 1/4"=1'— 0" SHEET qA5 ogP W W W d 0 z q Q A d ti v SU13DIV. & IAT: TUSCA PLACE SOUTH LOT #3 PH -2 PROJECT# 02108.006 MODEL - "1970" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING ARCHITECT. STATE OF FLORIDA - FEB 14 20 mio PRI T DA : 02/12/12 SCALE: 1/4"=1'— 0" SHEET qA5 ogP