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2120 Lili Petal Ct 10-889 (a) (rev)fwfwl,w. aTprbuTpton. currrb CBC1252212 5850 T. G. LEE BLVD. SUITE 600 ORLANDO, FI. 32822 Tele (407) 830-5200 Fax: (407) 850-3300 • STATE OF FLORIDA DESIGN CRITERIA: C1—COVER PAGE ABBREVIATIONS GN— CERTIFIED BUILDING CONTRACTOR: .FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. ABOVE LAV. LAVATORY PG W/2009 SUPPLEMENT LINTEL SCHEDULE (CAST—CRETE) PG A/C ADJ. AIR CONDITIONING ADJUSTABLE LUM. M.C. LUMINOUS MEDICINE CABINET D.R. HORTON HOMES • 2007 FLORIDA FIRE PREVENTION CODE • NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION ALT. AMP. BD. ALTERNATE AMPERAGE BOARD MFR. MIN. M.T. MANUFACTURER MINIMUM METAL THRESHOLD 5850 T.G. LEE BLVD. SUITE 600 • ALL LOCAL AND STATE CODES PG CL CAB. CENTERLINE CABINET MTD. MTL. MOUNTED METAL ORLANDO,, FL, 32822 PG 6B—FRAMING PLAN ELEVATION CLG. CLR. C EARL O.C.N.T.S. NOT TO ON CENTER SCALE TEL: (4 0 !) 850-5200 PG 9—SECOND CONPL CPT.0 CARPET TE P.B. PROPERTY L PUSH .BUTTON FAX: (4O ) c5O-53OO *OCCUPANCY — RESIDENTIAL, GROUP R3 C.T. D. CERAMIC TILE DRYER PH. ALT. PHONE PLATE DETAILS • CONSTRUCTION TYPE — VB DETAILS 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. DIMENSION DISPOSAL R. RAD. RISER RADIUS • 1 -STORY RESIDENCE • 2—STORY RESIDENCE - — MAX. HEIGHT AS PER DP. DR. D.S. DEEP DOOR DOWNSPOUT R.A.G. REF. RM. RETURN AIR GRILL REFRIGERATOR ROOM • STATE OF FLORIDA PROFESSIONAL ARCHITECT: m LOCAL AND STATE CODES DTL. D.W. EA. DETAIL DISHWASHER EACH R.O. S.C. S.D. ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 JAMES CANTWELL AR N 0 . 12 0 7 9EXT. USED FOR DESIGN INCLUDE: • CONCRETE MASONRY RESIDENTIAL • CONSTRUCTION WOOD FRAME • AMERICAN SOCIETY OF CIVIL CONSTRUCTION ENGINEERS 7-05 ELEV. EQ. EXH. F.G./FX. F.G. ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS S.H. SHT. SHTHG. SHWR. SIM. SL. SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING A.B. DESIGN GROUP, INC. FIN. FLR. FINISH FLOOR SL. GL. STD. SLIDING GLASS STANDARD S Q. F T. C AL C. S 1441 NORTH RONALD REAGAN BLVD. FLUOR, FLUORESCENT SWS SHEAR WALL LONGWOOD, FLORIDA 32750 LIVING C 1ST. 1041 SQ. FT. FR. DR. FTG. FRENCH DOOR FOOTING TEMP. SECTION TEMPERED GLASS Tel: (4 0 7) 774-6078 Fax: (4 0 7) 774-4078 L I `1l I I G (2ND.) 1152 5(2. FT. GA. GAR. DISP. G.F.I. GAUGE GARBAGE DISPOSAL IINRTERRUPTER T CIltCUIT THK. T.O.C. T.O.S. THICK TOP OF CURB TOP OF SLABS GL. GLASS TYR TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED TOTAL L I V ING 2199 SQ, FT. H.B. H.C. HOSE BIB HOLLOW CORE V.P. OTHERWISE VAPORPROOF �� I 1—II 5(o SQ. FT. HDR. HGT. OR HT INSUL. HEADER HEIGHT INSULATION W. W/ WD. WASHER WITH WOOD GARAGE 405 SQ. FT. INT, INTERIOR WDW. W/H WINDOW WATER HEATER W1 WROUGHT IRON TOTAL 2660 SQ, FT. REVISIONS REV. DATE DESCRIPTION 1 03/01/10 CONTROL DATE (NO SLEETS AFFECTED) 2 03/04/10 R`r'AN MACD OVAL D REVISION -5 -REMOVED LINEN CLOSET AT FOYER -ADDED OPT. DOU5LE LAV AT O. 5ATH -SWITCHED W.C. 4 LINEN CLOSET LOCATIONS AT O. 5ATH 4 ENLARGED SHOWER 03/09/10 R. MACDONALD ELEVATION REVISIONS -REVI8ED ELEVATION C 4 D TO 8'-8" 5RCx HGT -REMOVED GRID FROM WINDOWS, ID AS "COMM. SPECIFIC" -REVISED SCORED SANDS TO READ AS STUCCO, ID AS 'COMM. SPECIFIC' -REVISED WINDOW HEIGHT TO 7'-4" AP -P. SHEET # DESCRIPTION PG C1—COVER PAGE PG GN— GENERAL NOTES PG 1—FOUNDATION PLAN PG 1A—DOWEL PLAN PG 1B— LINTEL SCHEDULE (CAST—CRETE) PG 1B.1— LINTEL SCHEDULE (WEKIWA) PG 1B.2— LINTEL SCHEDULE (PRO—CRETE) PG 1C—WIND LOAD CALCULATIONS PG 2— FIRST FLOOR PLAN PG 3— SECOND FLOOR PLAN PG 4B—ELEVATION "B"' FRONT & REAR PG 5B—ELEVATION ''B" LEFT & RIGHT PG 6B—FRAMING PLAN ELEVATION PG 713—ROOF FRAMING PLAN ELEVATION PG 8—FIRST FLOOR ELECTRICAL PLAN PG 9—SECOND FLOOR ELECTRICAL PLAN PG D1—FOUNDATION DETAILS PG D2—MISC. DETAILS PG D3-1—STORY WALL SECTIONS PG D4—MISC. DETAILS PG D5-MISC. DETAILS I A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com kk AA #: 0003325 H 03 18 10 SCALE: 1/4"=1'-Q" SHEET W :zi} OFlA o W W W � o A U a� I1C m m m cv dl SLTBDIV. & LAT: TUS C A NORTH LOT 41 PROJECT# 170.00 MODEL: "2199" GARAGE SWING: RIGHT PAGE: COVER PAGE ARCHITECT: STATE OF FLORIDA JAMB CANTWELL ASW NO 12079 DAtm 03 18 10 SCALE: 1/4"=1'-Q" SHEET OFlA 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. BALCON IES 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 ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1, GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION 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 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS 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 D/557. 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 %". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN 1/4 INCH AND NOT MORE THAN % 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: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, LINO. 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 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 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 NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 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 L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 0240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM W 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, Y/" 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. A R C H IT E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com ka AA #: 0003325 SU13DIV. & LOT: TUS C A NORTH LOT 41 1"03.00 DEODEL: "2109" GARAGE SWING: RIGHT PAGE: GENERAL NOTES ARCHITECT. STATE OF FLORIDA I « 1 CANTWELL NO 12079 DATE: 03/18110 SCALE: 1/4"=1 0" SHEET OF V_% G N N1.1001 I w �rnw N ua � Q Q r 0 ri� z A 0 8 A m SU13DIV. & LOT: TUS C A NORTH LOT 41 1"03.00 DEODEL: "2109" GARAGE SWING: RIGHT PAGE: GENERAL NOTES ARCHITECT. STATE OF FLORIDA I « 1 CANTWELL NO 12079 DATE: 03/18110 SCALE: 1/4"=1 0" SHEET OF V_% G N N1.1001 I 24"X24"X12" — CONC. PAD W/3 -*5 BARS E.W. (ON CHAIR) MIN. 3" COVER 101-011 13'-4' 1 l2 TYP.) Vw_ 41/2 11 4rGONc. ) D I c) SLAB -3 1/2" 4 cp I EXTEND FF DI SLAB 1 1/2" ■ ■ (COPT. COV® PATIO 24"X24"X12 " CONC. PAD W/3 - *5 BARS E.W. (ON CHAIR) MIN. 3" COWER 14'-0" 2'-3" I �4 1/Z" I 4 W DI 4 (L I D 1 -A 411 0 N rCONC.� SLAB -3 1/2° DI HB I 13'-1" 5'-2" 15'-g" ■ mi In ■ EXTEND SLAB 1 1/2" COVERED PATIO ■ ■ ■ 13 cp I D1 m`GOND.\ C1 a 0 w to z z}Qu wA-`vz�Q Xu - ILO`[ WO:3UIL ■ 24"X24"X12" CONC. PAD N W/3 -*5 BARS E.W. ON CHAIRS MIN. 3" COVER ■ N J W NB 0 � 341-011 4'-0 -1'-011 //J7 14'-10" 4 D1 — — -4 1/2 p -31/2" Dl 4" CONC. D1 SLAB EXTEND — D1 SLAB 1 1/2" � D 4 CONC. REINFORCED W/6"Xrc" WIA X WIA WWM OR F115ERMESH ON 6 -MIL. VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE APPROVED SUBSTITUTE, (RECRUIT TT SYSTEM) HB I 11' \� \ 4.. PVC I— — \ CHASE 0'-0" ELEV. \\ 24"X24"X12" s _ FIN. GONG. SLAB \\ CONC. PAD �C )��C' DW \\\ W/3 -*5 BARS \ \ E.W. ON 2 4 "X24"X12 " CONC. I ■ \\\ CHAIRS MIN. PAD W/3-'5 BARS /3�'-411 3" COVER E.W. ON CHAIRS (./'-4" \\ 14'-10" MIN. 3" COVER IS' -2" 5'-8" \ 25 1'-0" IS' -0" 4'-2" \ D1 4'-0" ICB1_6" RANGE SLAB 1Di/2" REF. — ■ Wx46L�^ -4— WALL L L�" — J �( � — — — -51/2" �? 10' 4'-2" 12'-5" 2'-S" 4'-3" I ■ ' LAV. (r-' _ 12'-5" cv � SA Ia'� 12'-4" I ■ C 24"X24"XI2" GONG. _ _ _ PAD W/3-05 BARS EXTEND _ E.W. ON CHAIRS ■ SLAB 1 y/2" ■ ■ �■ — _ MIN. 3" COVER — ■ D1 13 4" Lu DI 4 GONG. r1L ■ �. D1 SLAB -41/2" I g � D1 Gp 24"x24"x12" GONG. S II FTG. W/3 *5 D 1 D 1 0 REBAR EA. WAY I -1 1/2" ON CHAIRS MIN. L- 3" COVER (1 TYP.) ■ ■ ■ ■ 41 _5 ,4'_0 -0" UO' -0" 2'-0" 14'-0" 201-011 341-011 I uf� 110010 mv,111 "mawl", 10 ki A R C H I r E C T S Desi n �rou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W w 0 U w W \a Q Q o h O rn A 0 A� StmDIV. & LAT: TUS C A NORTH LOT 41 PROJECT# 1703.00 MODEL: "2199" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN ARCHITECT: STATE OF FLORIDA WN0 8 20 JACANTWELL 12079 DATE: 0 3 /18 /10 SCALE: 1/4"=1'-0" SHEET I oF1 6 -I aRCH�rEcrs Deslgn Group �n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h 32'-4" W 21'-3" 8' -4" W 4. _S.. n " " W 8 " i- c� " 0 Q N ■ �U " r - � N AL ch ■ ■ m cs� " m z o ■ ■ c� A U n 0 m c� " A m " h N N N ■ � N ■ ■ N " " LM ■ 31-011 [1,- al 3'-8" 8'-gll ID 0 E L PLAN -I aRCH�rEcrs Deslgn Group �n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W W 0 W W � Q o � AL � z o A U 0 A m h IT stmDrv. 8aUS C A NORTH LOT 41 PROJECT# 1"703.00 MODEL: "2199" GARAGE S WING: RIGHT PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA 8 2110 DATE: 03/18/10 SCALE: 1/4"=1'-0" SHEET SLA OFl6 A R C H I T E C T SN Des n roupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1 i a) rir4 Q U-1 cl O (P [A M 64 SU33DrV. & LOT: TUSCA NORTH LOT 41 PROJECT# 1703.00 MODEL: "2109" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (CAST—CRETE) IL mmmoof ARCHITECTDA) -4-STATE OF FLORIDA PRn*4TT DATE: 03/18/10 SCALE: 1/4pp=1'-0lvl UJB < I UJB I el' CONCRETE FRODUCTS, INC. P.O. BOX 219 ZELLWOOD, FL 32198 (401) 886-2511 1-800-654-5139 FAX 401-886-0195 L INTEL NO. LENGTH T`r'fi=E L-1 5'-10" 8/22-5-IU/IL L-2 3'-6" 8/16-5-1U/0L L-3 17'-4" 8/24-5-IU/1L L-4 4'-6" 8/16-8-11J/0L L-5 4'-6" 8/16-5-1U/0L L-6 6'-6' 8/24-5-11JAL L-1 4'-6" 8/16-5-11J/0L L-8 4'-6" 8/16-5-1U/0L L-9 4'-6" 8/16-5-11J/0L WEKIWA LINTEL SCHEDULE *8' -8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" *9'-4' SEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" 891 LINTEL UPLIFT 1299 LINTEL GRAVITY 899 LINTEL GRAVITY LINTEL LINTEL SAFE LATERAL LOADS IPLF) SAFE GRAVITY LOADS (PLF) rra-'enl.r�`a w7r, -1177"��® �n��r r�rrII:�nE�rLa IIn�f-►i'T'� IInS� ��' }'i�>• �''r 'rJ�f 6666 .. ,, ro dr ...�. Ir r�glfr� rlrJ�b r ri rJalrr�r rl rllr_� J�r�� J e" PLAIN 8/0 -5 -OL 8/12 -8 -01 - ��I�x ��i.i°��SWS�I•�rr r r lir. rlrl�rr r r rl�r.o� Z'-10" PRECAST 6022 ��_��i��Sl��r'1'Irl'l�f�r;i.;.ill�rl 10000 9�l�rr i .oJ�ro;':r.•> �� a}r�r��}Iwr•�..v■��-3w.-��r.�-�}a� x}^s=�s=�=Skt• 10000 �G>1L.>• � w7c }-� 1�71'q i� �� =�f =! t7='il7 �[=S[� 3'-6' �IL1:��lr;•ar1>]P��: ZS-31•aaa�...r;'��UL=��1k�� 4011 �-Y1=��„yS'�'f /Yf /��i='kf:7l�YLY.��•}�Sa-1 �•►.4_t.� 10000 ��:.tis=>•�"�:�}s�Y{:r��r=xliWv{,•>•�:;�1� 10000 ��lr! 4011 10000 10000 10000 10000 10000 r�Yal�jtL:L1♦ab'r•It[-tel'! �ir��xY{:��}zFY' s s tiles-T7-T7�Ci� � �t�= _:Zr1��r�ya�i=.>•� IYYa•�r7�1'1•aY AIL -M a!'Fa-7raa�1'YS�al�17[=� r17o1l00 E U-^7alTx}'laf7-.=1l�(�T1 2921 6133 Y4alllllllrlrvaa�� 10000 I�r'r��7,yl�l:1f�lY✓wx��1-�'(r�11 r]I��l'r:-'! 10000 2921 1853 1 10000 10000 10000 10000 �MORr-1'rzaNEWr�l:�.��}-xt! 4'-6' �irti� S:r� �� L� � I rrr� � w>=r:>. Wil• 2214 5018 1119 9254 10000 lLY!!♦� 1 - 10000 �4_! �1~w��r xa�r•Ira.�wYx��rxk�l�..3��r77 4'-8' PRECAST 1298 ®®ter-�:>�w�"r=�li�, t _41111111111iC'-1F�7"��€i��-T� >•trI1111111110tf#>•iC'x)1111110 •rl%�� r:=��--ra■��x�=��l--r��%�� 6520 10000 1299 LINTEL GRAVITY 899 LINTEL GRAVITY LINTEL LINTEL SAFE LATERAL LOADS IPLF) SAFE GRAVITY LOADS (PLF) Type SAFE GRAVITY LOADS PLF TOTAL LENGT TYPE e" PLAIN 8/0 -5 -OL 8/12 -8 -01 - 8/16 -8 -OL 8/20 -6 -OL 8/24 -S -0L /28 -8 -OL 8/37 -S -OL 6/6 -6 -IL 8/12-8-1L 11 8/16-8-1L 8/20 -8 -IL 8/24-8-1L 8/28 -8 -IL 8/32 -6 -IL Z'-10" PRECAST 6022 12/37 -8 -OL 10000 000 10000 10000 0000 10000 8491 10000 1 10000 10000 10000 10000 10000 3'-6' PRECAST 2603 4011 9339 1 10000 10000 10000 10000 10000 4011 10000 10000 10000 10000 10000 loom 4'-0' PRECAST 1821 2921 6133 9515 10000 10000 10000 10000 2921 1853 1 10000 10000 10000 10000 10000 4'-6' PRECAST 1398 2214 5018 1119 9254 10000 10000 10000 2214 5412 1 10000 100001 10000 10000 10000 4'-8' PRECAST 1298 2111 4660 1 6588 6520 10000 10000 10000 2111 4902 1 10000 10000 10000 10000 10000 5'-4" PRECAST 1006 1651 3408 1 4823 6239 1658 9011 10000 1651 3556 1 6431 10000 10000 10000 10000 5'-10' PRECAST 848 1461 3001 1 5111 8888 10000 10000 10000 1461 3001 1 Dill 8888 10000 10000 10000 6'-6' PRECAST 110 1232 2440 1 3934 6250 8589 1 10000 10000 1232 2440 1 3934 6250 10000 10000 10000 1-6' PRECAST 562 1001 1918 I 2942 4346 6461 10000 10000 1001 ISIS 2942 4346 6461 10000 10000 1'-8' PRECAST 544 915 1849 2819 4131 6010 9245 10000 915 1849 2819 4131 6010 9245 10000 S'-0' PRECAST 511 916 1124 2602 3151 5030 1958 10000 916 1124 1 2602 3151 1 5405 1958 10000 8'-4' PRECAST 482 064 1615 2415 3444 4866 6983 10000 864 1615 1 2415 3444 4510 69S3 10000 9'-4' PRECAST 411 141 1361 1991 2168 3169 5124 1061 141 1361 1 1991 2168 3169 5124 1061 10'-6' PRECAST 349 636 1148 1 1649 2231 2%2 3883 5094 636 1148 1 1649 2231 2962 3583 5094 Il' -4' PRECAST 315 514 1028 1465 1964 2566 3305 4239 514 1028 1 1465 1964 2566 3305 4239 12'-0" PRECAST Z9Z 533 950 1343 1189 2316 2951 3134 533 950 1343 1189 2316 2951 3134 12'-6' PRECAST 211 505 898 1 1264 1616 2151 2130 3426 505 898 1 1264 1616 2151 2130 3426 13'-4' PRECAST 255 464 822 1151 1515 1935 2425 3010 464 822 1151 1515 1935 2425 3010 14'-0' PRECAST 239 436 169 1013 1406 1186 2225 2141 436 169 1013 1406 1186 2225 2141 14'-8' PRESTRESSED N R N.R. N.R. NAR N.R. ISM N.R. N.R 480 811 1234 1421 1119 2188 2662 15'-4' PRESTRESSED N.R. N.R. N.R. N.R. N.R. NR N.R. N.R. 454 16D 1160 1331 1660 20W 2459 11'-4' PRESTRESSED N.R. N.R. N.R.N.R.N.R. 4216 n'-4' Recast N.R. N. 389 1 652 982 1111 1319 1611 1991 19'-4' PRESTRESSED N.R N.R.N.R. 2609 N N.R.N. R. 399 561 960 1111 1415 1616 20'-O PRESTRESSED N.R. NA N• Reeaat N.R. N.R. NR. N.R 325 543911 1122 1345 1590 21'-4" PRESTRESSED N.R. 7" N. 53 N.R. N N N.R. 295 500 840 1024 1224 1441 22'-0' PRESTRESSED NR. 1446 N.R 2111 N.R N.R N.R. N.R. 2611 481 111 MID 981 1111 1316 24'-O" PRESTRESSED NR N NR N. N. N N. N.R. Ipw 1934 N.R ■Not Raeommanaaa 1299 LINTEL UPLIFT NR - Not Recommended 8" LATERAL TABLE LINTEL SAFE LATERAL LOADS IPLF) Len9 Type SAFE GRAVITY LOADS PLF 2-40' Fracas! TotalType Lereth 36 12' 12/0 -8 -OL 17/17 -8 -OL 0/16 -8 -OL 12/20 -5 -OL 17/24 -8 -OL 12/28 -8 -OL 12/37 -8 -OL plain q/B B -IL I2AI-5-IL 17116-8-9_ 0/20.8-11. 12/24 -6 -IL 12/28-6-1L 12/32.8 -IL 2'-10' Precast 4-8' 9524 I 1600 5'-4' precast I 10010 1470 10000 wow we" we" loom loom 3'-6' Recast 6'-6' 41 sw 10111100 WNW WAM I oom cow 3204 62D 10000 10000 10000 10000 loom 10000 4'-0' Precast 8'-0" Pw 6171� Sol hoc" wdw loom loom 2242 4894 I Icow I 4'-6' Recast 101-6. 3006 5103 1203 9804 10000 I 10000 1177 — 542 1161 10~ koom W~ loom 4.6' Precast 124' 2106 4660 6601 8835 10000 I 10000 1590 31" 1211 10000 1001010 10000 loom 10000 5'-4' Recast 14-8' 2010 4410 4021 6231 1641 1 I 1239 24W 5230 W12 wow loom — 51-10' Recast yM4Re6treeeed 19'-4' ReatMeeed 4423 6154 am IV~ loom IV~ 10442405 2206 4423 8051 loom 6'-6' Recast, 20M 3M 5410 1025 8632 loom loom 614 103 6228 ICAVIDID T.6' Precast — 1031 ant 61" Be11 9121 10000 00000 691 1014 2821 46151 79by wwo loom team 1'-6' Precast leaff- 15115 2115 3 1146 2 I oom 11010100 610 21M 4463 10000 6091 Prast ec Precast 1480 253CP 419 1 62" vftb lodw 100M 629 18 28 9 6268 9353 10000 10000 B'-4' PMwat 2010 1 78 3154 4 300 1696 9141 I 593 1 2318 514 1 I iomy 9'-4' Recast 506 11 2011 62 4619 6 I 2416 11 2011 1 4616 6577 9111 P23111 10000 40'-b' Reset precast 11012 16M 111060 $132 0126 6W4 86M 430 961 0609 11 1 n 6 W4 V�40 11'-4' RecasL 1 1132 914 1514 3218 44polo precast100 Iw 306 1 064 514 231-9 SM 441"1611 3516 Q'-0' Recast 6666 841 1351 2121 2504 Alaw , 6400 360 DID] 1357 2121 2104 40VI D241 61w Q' -b' Recast Precast Sell 1320 2M 21W 5132 4854 Me 341 160 D20 2902 2126 '0132 4111104 6221 8'-4' Recast 1711 124 129M 1822 2b2l aw 4313 b423 1 314 6115 1201 1822 2un 3w 4313 5"4 14'-0' Recast 610 1131 16" 2346 MI MIDI 4604 299 6% 101 2346 3091 3951 4916 W-61 Recast Precast an 1931 NO 101 2809 3602 4151 211 BID W63 law 2101 2"'a 3160 6 B'-4' Preast 1" 16 442 WWI I 7 15 3248 3110 262 494 I 1 1494 7 2616 R311 4216 n'-4' Recast 1261 X61 05 262 1619 41 216 2609 NR - Not Recommended 8" LATERAL TABLE LINTEL REINFORCEMENT SCHEDULE ::•:::::::::•: LINT LE LINTEL SAFE LATERAL LOADS IPLF) Len9 Type 8y� PLAIN FILLED 2-40' Fracas! 0(00 36 3'-6' pl'acaat 1300 2550 4'-0' praeaet 1010 21010 4'-6' Precast we n50 4-8' RacaeL 650 1600 5'-4' precast 110 1400 5'-10' Recast 625 1200 6'-6' Recast VA 1050 1'-6' Recast 440 law 3'-6'MI Precast 430 850 8'-0" Recast 410 820 8'-4' Preset Precast 3620 5099 61%4 Precast340 IV~ we" 10000 101-6. Recast 300 Precast II' -4' Fwaak 215 550 Q' -O' precast 255 510 124' Recast 245 490 ' Recast 220 4" 14'-0' I precast 210 430 14-8' Restressed 110 390 W-4' Rbstraesad 165 310 11 10000 A 320 yM4Re6treeeed 19'-4' ReatMeeed 130 280 2010 RestreeN d 120 250 21'-4' forntmwd IND 235 eetroeead110 5147 2a 24'-0' sad 10000 200 NR =Not Recommended 14111, LINTEL REINFORCEMENT SCHEDULE ::•:::::::::•: LINT LE H a::•..........I...... •....:::•:::•::;:•::::•::; :•::•:;•: I R EME T:•:;:•::;•:::•::•:;::•::::•::•:•::•::;t•:;•::•::•: Type "B"REINFORCEMENT " To 5 _7770 —67— 2 NONE 5'-10" To 6.6' 5'-10' To 61-61 2 #4 NONE T-6" To 814' T•6' TO 8' 4" 2 95 NONE 94" To 14'-0" 94' To 174" #5 (2 )03 14'-8' TO 15'-4"i2 Precast 7116" PRESTRESSED 2 #3 1T-4" 128-6-71.1 2 7116" PRESTRESSED 2 #4 19'-4' To 22' 11" 12/24-8-2U 2 7118" PRESTRESSED 2 #5 REFER TO LINTEL SECTION FOR REINFORCEMENT LOACTIONS „ (1) 05 CONTINUOUS 316 3 8'X16' KNOCKOUT BLOCK Pal N [COhICRSTECPLACED IN FIELD) -10 1 V 1 1/32' STIRRUPS AT 4'-0' cc t— ^icv 'A' BARS (MAIN REINP) SEE SCHEDULES 79, TYPICAL COMPOSITE LINTEL SECTION NA - Not Reeommarolad 8" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR HEADER LINTEL Length Type SAFE UPLIFT LOADS PLF B' fel LL ED D FILLED 3'4 Taal 590 17/8 -8 -IU 12/17 -5 -IU 17/16 -8 -IU Q/20 -8 -LI 12/24 -8 -IU 19/20-5-1U 17/32 -5 -IU 4W Type 414' prbeast 10 13M 4-6' Precast 45 L th 5'-e' 128-6-71.1 12/124-7U 12/16-8-21,1 12/20 -8 -IU 12/24-8-2U 12/10-6-2U 2/32-6-2U 2'-10' PMoaat 864A yeff irm loom loom Ive" 10000 3'-6'MI precast we 11602 low& IV~ loom IV~ loom IV~ loom 10000 wow wow 4'-O' Precast 3620 5099 61%4 11112 IV~ we" 10000 loom I PMoaat 4'-b' Precast 7124 65 6 I 10000 I 480 950 121-6' 9972 IIII I I ' Precast 10000 1850 14'-0' Precaat 240 4218 6060 1043 1 9621 loom Wow 4-6' Precast 3642 Bob 10000 WNW 10000 lame wow 5'-4' Precast *20 923 4426 D121 I= 036 9640 2629 5147 Iml loom 10000 10000 11100111101 14111, 2533 8662 46M bit" 61" 10372421 5'-10' Precast b lift U21 W~ leaff- wow 1146 1511 2196 3621 4446 5211 6091 6'-6' Precast 6 3@19 5615 1290 vftb lodw 10000 we KID 2010 2604 A122 3154 4 300 T.6. Premst 1621 2801 4064 We 6492 1110111, 0970 119 1345 1900 2416 $041 3601 1 1'-6' precast 062 2114 111060 $04 61711111 1335 Sol II 1132 27 2158 11 3104 0'-O' precast100 1419 7 6 3516 4666 0611 6666 1119 640 Irpid, 200, 2110 2211 344b 6'-4' Precast 1213 7249 4161 5126 6085 1 1 1711 loll 1681 22W 2692 9'-4' Precast 1148 2400 MS His 368 644 1310 i1w L406 1141 S 10'-6' Precast Ibrp 1931 NO 2405 8061 3630 4709 11'-4' precast 442 536 1125 1" 16 W 2091 1225 25 140 1692 3542 264 466 666 866 I A' 1261 X61 precast 567 41 2264 2609 318 231 421 602 184 S64, 1141 1329 Reeaat 511 900 1201 1616 2064 2457 We 7" 351 53 fifis 023 %is 184 131-4' RsM est 115 IIII 1446 1182 2111 203 110 315 463 591 130 866 1004 14'-O' i°rscest 391 692 sw 12W Ipw 1934 21%4 14-B' Reoeat154 219 401 524 641 19A am 350 621 1161 1431 11 1912 Rwast136 314 41 31571 603 1 4" 1046 61i 1290 (Poo 634 155 1119 93 114 263 337 417 491 510 11' 4' Pracest 231 416 182 %fib 1 11,18 332 NA - Not Reeommarolad 8" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR HEADER SAFE LATERAL LOADS (PLF) Length Type B' PLAN B' fel LL ED D FILLED 3'4 Fracaet 590 1115 4'-0' ewit vx— We 41-21 --pecobt 4W 1450 414' prbeast 10 13M 4-6' Precast 45 1240 5'-e' I Recast 320 950 6.8 Rsea6t B15 160 T.D. Recast 200 640 9'-B' I Recast 160 490 12" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR INEADER SAFE LATERAL LOADS (PLF) length Type 12' R t IEWED 12fE I � 3'-B' Recast 2025 3210 4'-0' east r110 2860 4115 east 1650 2b90 414' Recast BIB 2540 4-e' Precast 1420 2290 5'-V Repast low Me 6'-B' Recast B15 1425 T.D. I Precast 130 1 1150 9'-B' I Recast 550 I 900 12" LATERAL TABLE U +15 CONTINUOUS LINTEL SAFE LATERAL LOADS (PLF) Total 1.0/29 T6_ ��ppyy��gg PLAM I FILLED y_10' Raeast 3580 6900 3'•6' precast 2400 4115 4'-O' Precast 1350 3860 4'•6' Retest 1650 3450 4-6' Precast 1550 3200 5'4' 1 Precast 1320 2580 5'-10' precast 1160 2250 614'' Racaet 1000 1950 T-6' Recast 020 1650 T' -B' Precast we 0.-0. Precast ISO 530 e1.4' Precast 120 1,180 9'-4' Recast 640 Q10 10'-6' PMoaat 550 1110 -4' precast 510 1000 12'-0' Raeeal. 480 950 121-6' F"weast 460 910 ' Precast 430 1850 14'-0' Precaat 1 400 BOO 14-8' PIM"300 160 15'-4' PMcaat 350 130 ' Recast 320 630 NR - Not Recommended U +15 CONTINUOUS I) +'5 CONTINUOUS (3® 3000 PSI GONG. FILL 'CONCRETE PLACED IN FIELD) pg�pILL TOP LEG BARS: (CCI�TE PLACED IN FIELD) T/32'0 BAR EAGH Nit TO 14'-O' LENGTHS 1 TOP LEG BARS: 1�" - z O 1/32'0 BAR EACH 't 1/32' STIRRUPS a 4'-O' C/C LECs UP TO 4'-0' LENGTHS .q 05 (U "5 CONTINUOUS -IdJ (OPTIONAL) (OPTIONAL) (OPTIONAL).`r 41 'A' BARS (MAIN REINFJ qq� pqq��gg N RE INP.) r- �`' 'SEE SSE SCHEDULE: N SCHE([�ULIE 'E3" BARB - SEE: SCHEDULE . 6111 111 I '� 1/32' STIRRUPS AT 4'-0' cc 1i'" TYPICAL LINTEL 8"x8" SECTION gPgTIONNALLq'5T® Pwl-He 1/32' STIRRUPS a 4'-0' C/C nl� IONAL 455 'A' BARS (MAIN REINPJ SEE SCHEDULE '5' BARS - SEE SCHEDULE 11J 9 11 118 TYPICAL LINTEL 12"x8" SECTION 8 TYPICAL LINTEL 8"x8" RECESSED SECTION A R C H I T E C T S Des!aintn Gr. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h .4 z O Ul w rj � F- LU O W A � U � nL 0 01 Q � m m 9UH3DIY. 4& LOT: TUSCA NORTH LOT 41 PROJECT# 1'03.00 MODEL: "2199" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (WEKIWA) ARCHITECT: STATE OF FLORIDA '2.010 T1'F'E DESIGNATION P%ET NOMINAL WIDTWA-SIG IT OF LINTEL D 03/18/10 F F PLAIN OR SOLID LINTEL SCAT : 1/4"=1'-0" SHEET LNo. OF ADDITIONAL 0E3 PEARS IN UPPER� � . I Or OR LOWER LINTEL CAVITY I A R C H IT E C T S DesrnGrou 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W N Lu W � o � w w � Q A o � h Q A U � 0 8 � m E4 �l SUBDIV. & LOT: TUS C A NORTH LOT 41 PROJECT# 1703.00 MODEL: "2199" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (PRO -CRETE) ARCHITECT: STATE OF FLORIDA JA4N0ANTWELL 12079 09 PRINT 04 DATE: 03/18/10 SCALE: 1 /4" =1' - 0" SAJMET or I B. 2 1*1 FIRST FLOOR N �o 15 3050 -SH EGRESS s 3050-&4 EGRESS ono 0 0 CD 0. BATH 0 BEDROOM #2 OWNER'S SUITE r--ter--� LAUN. 0 0 W.I.C. I -- TH 2 IJ L _ J o00 LL--- �j a 3050-f;w EGRESS 1P 11 EGRESS 12 iM' � I / III /` 715 WINDLOAI'--)"' CALCULATIONS EGRESS 13 COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPO8Jl~E FOR 3 SECOND GUSTS CALL 1 SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 110 MPH WIND REMARKS 120 MPH WIND 1 31 3068 W/ 14' SL 4 20.1/ -23.2 24.0/ -21.6 2 8 14 -SH TEMP. 4 21.8/ -23.6 25.9/ -28.1 3 112 16'-0"x'l'-0' CAR,4GE DOOR 5 18.3/ -20.5 21.8/ -24.4 4 11 25-SH21.1/ 4 -22.9 25.1/ -213 5 11 25-SH4 21.1/ -22.9 25.1/ -21.3 640 SOroB S.G.D.19.9/ 4 -21.1 U 23.-1/ -25.9 1 17 25 -SH 5 21.21/ -23.0 25.2/ -21.4 8 11 25 -SN 5 21.2'/ -23.0 25.2/ -21.4 9 17 25-6N21.11/ 4 -22.9 25.1/ -213 10 17 3050 -SH 5 21.2/ -23.0 25.2/ -21.4 11 11 3050 -SH EGRESS 4 21.1'/ -22.9 25.1/ -21.3 12 11 3050 -SH EGRESS 4 21.1/ -22.9 25.1/ -21.3 13 11 3050 -SH EGRESS 4 21.1/ -22.9 0 25.1/ -21.3 14 11 3050 -SH EGRESS 5 21.2/ -23.0 25.2/ -21.4 15 11 3050 -SH EGRESS 4 21.1/ -22.9 25.1/ -21.3 16 11 3050 -SH EGRESS 4 21.1/ -22.9 25.1/ -21.3 11 11 3050 -SH 4 21.1/ -22.9 25.1/ -213 WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 2001 ALLOWS THE PRESSURES TO 5E AVERAGED WHEN THE OPENING 15 PARTIAL' T LOCATED IN BOTH ZONE 4 AND ZONE 5 WIND PRESSURES ARE 5 A5ED ON WIND SPEED=120MPH (3 SECOND GUST) IMPORTANCE FACTOR= 1.0 EXPOSURE CATEGORY = 5 MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED 5UILDING 2'-4" v 11'-4" v 2'-4" ZONE 5 p = +21.8 / -26.55 ZONE 4 p = +21.8 / -24.0 PERCENTAGE OF AREA WITHIN ZONE 4: A4=11.33=16=0.71ft2 PERCENTAGE OF AREA WITHIN ZONE 5: A5 = 4.66 - 16 = 0.29 ft2 AVERAGE POSITIVE PRESSURE ON GARAGE :DOOR: p = 21.8 (0.9) + 21.8 (0.10) = 19.62 + 2.18 = 21.8 psf AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: p = -24.0 (0.7:1) + - 26.55(0.29) = -17.05 + (-7.7) = -24.75 psf. AVERAGE GARAGE DOOR PRESSURE: p=21.8/-24.8 A R C H I T E C T S Des ign oO eGrUo�r��. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w c� U w w 0 oJ 0 O A A m SVIDDIV. 8a LOT: TUSCA NORTH LOT 41 PROJECT# 1"703.00 MODELS "2199" GA'EtAGE SWING: RIGHT PAGE: WIND LOAD CALCULATIONS L- mmm000 ARCHITECT STATE OF FLORIDA JAMESIA WELL AR 12079 PRINT DATE: 03/18/10 SCALE: 1/4"=1'-0" SHEET 1C OP'lo MODEL SPECIFICATIONS GARAGE DRYWALL t0 BE TAPED, UNPAINTED, UNFINISHED t WINDOW SILLS TO BE OPTIONAL MASTER AND SECONDARY BATH TO RECEIVE 36' MIRROR * VANITY MIRRORS t0 BE RAISED OFF BACKSPLASH ALL DOORS ARE 6'-8" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES t0 BE WALL MOUNTED EXTERIOR MASONRY WALL BRG. HE IGHTS 8'-8" BRG. LOAD BRCS. WALL 144, Ooo 4x4 � W_/ POST � COV. PATIO I I 10'-0"Xa'-011 I 81-811 CLG. Em 1 141-0" -------------- I 4x4 4x4 I I POST POST I COVERED PATIO 14' -0"X12' -0" 81 -all GLG. 1 11 1 N 1 �COVERED PATIO = I PATIO I SQ.]F'T. CALC.'S I X 5'-011 w LIVING (1St.) LIVING (2ND.) 1041 1152 SQ. FT. SQ. FT. TOTAL LIVING PORCH GARAGE 2159 56 405 SQ. FT. SQ. Ft. SQ. FT. TOTAL PATIO OPT. GOY. PATIO OPT. COY. PATIO 2660 35 80 168 SQ. Ft. SQ. FT. SQ. FT. SQ. FT. 25 -SH 5068 S.G.D. 25 -SH MODEL SPECIFICATIONS GARAGE DRYWALL t0 BE TAPED, UNPAINTED, UNFINISHED t WINDOW SILLS TO BE OPTIONAL MASTER AND SECONDARY BATH TO RECEIVE 36' MIRROR * VANITY MIRRORS t0 BE RAISED OFF BACKSPLASH ALL DOORS ARE 6'-8" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES t0 BE WALL MOUNTED EXTERIOR MASONRY WALL BRG. HE IGHTS 8'-8" BRG. LOAD BRCS. WALL 144, Ooo 4x4 � W_/ POST � COV. PATIO I I 10'-0"Xa'-011 I 81-811 CLG. Em 1 141-0" -------------- I 4x4 4x4 I I POST POST I COVERED PATIO 14' -0"X12' -0" 81 -all GLG. 1 11 1 N 1 �COVERED PATIO = I PATIO I = I X 5'-011 w I R4 H.B. 25 -SH 5068 S.G.D. 25 -SH ----- �l 1111111 Hill 11711111 loll ua > � o ti Q Q < A GREAT DINING a N ROOM 8'-8" CLG. I 8'-8" CLG. I i I (CARPET) � 8 (CARPET) 21'-411 m k CONDI 1 1� N � 110n I N N ^� JOL �� -------- N �� I 11 Li----- � o N DW. KITCHEN STAIR DATA I �� S -8 CLG. 16 RISERS IN 1.51, (TILE) 15 TREADS 6 9.5" ADD 1 RISER 4 I ' NOOK c� TREAD WITH ELEV. 4 '-Iml"x2u 011 a'-8" CLG. (TILE) m N Cep N 41-411 6'-0" 4'-4" 1 4X4 BTM OF 4X6 ,n POST HDR POST N W-s�i ,�A OPT I --F= -� — 2468 1 4X4 POST — — — — aD W dvD P. �n S. I N N m 3 -SH 42 " LOW u 2 STEEL "WALL W/ PIPE Z„ (0" WD LAV. LIP GAP H.B. 1'-4" FOYER ;ro 41_ 11 PWD m (TILE) 2 — CAR GAR. LILE)F NMTLINE OF 2ND. FLR.ABOVE ------------- 068 W/ 14 -SH 0 I i 14' SL TEMP. I m I I PORCH ----------- ------ --- --- --- 61 -� TYP 131.011 �r 2A16'-0" X 1'-0" O.N. -------------- 101111A �.' � � /Jj 811 / 101-011 `11-411 I_0. IKJI-011 -011 i 141-011 r� 201-011 1ST FLOOR 11 '1 w 6k 1001 1 ME', 9 A R C H I T E C T S Desmg2Grou r. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com Ika AA #: 0003325 S9UHDIV. 8a LAT: TUSCA NORTH LOT 41 PROJECT# 1703.00 MODEL: x,2100» GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN ARCHITECT STATE OF FLORIDA 1 82cla AFJ NO 12079 mmo DAT4. 03/18/10 SCALE: 1 /4" =1' — 0" SHEET 2 ©Fl 6 w R4 Wm ua > � o ti Q Q < A a U � � 8 m 1 1� N S9UHDIV. 8a LAT: TUSCA NORTH LOT 41 PROJECT# 1703.00 MODEL: x,2100» GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN ARCHITECT STATE OF FLORIDA 1 82cla AFJ NO 12079 mmo DAT4. 03/18/10 SCALE: 1 /4" =1' — 0" SHEET 2 ©Fl 6 34'-011 16 15 A TREAD ELE G4D 2ND FLOOR, FLAN 6'-1" 25'-1" 2'-10" 12'-4" 9' -lm" I1' -lm" 3050 -SN 3050 -SN EGRESS EGRESS ono 0 0 CD ` o J LAY. OPT. tUB ..n LAV. 42x0 � 0. BATH 8'-0" GLCx. 4x4 � TILE BEDROOM #2 POST 2'-im" 3'-4° 3'-S° 8'-0" GLCx. - � OWNER'S SUITE 2668 �� " 1 CCARPET) � ' 48 x34 8'-0" G 4X4 POST BATH��LL 2 \....J WALL "�� N (ti N 1R 4068 �. � 0� � IOPt. IIOPT. � �L— ------ m L W JL D—J / 4J R-1SN 2668 � al -UT -- T U C�. �� 0 �. I� z�68 a o 5-ro W. 0 18 -0 CLCx. 0 jI (GAIF RPEt) ATTfr�� I LAY. � `n —I 3'-4" 4'-10" L- 1R-1SH 74068 >r31=_ 4068 81=. � 42 ° LOw � N 4'X4' � WALL w/ 1x6 wD 4X4 G'a'P POST BEDROOM #4 BEDROOM #3 � � ( OPEN � 8'-0" GLC. 8'-0" GLCx. � t0 _ (CARPEL) (CARPET) BELOW 2X8 2X8 3050 -SH 3050-51-4 3050 -SH 3050 -SH STAIR DATA ECxRE$S EGRESS EGRESS RISERS � 7.5" 10'-4" 11'-1C�" I1'-10" TREADS 6 g.5" 4'_5ll g'_0° S' -O" S'-0" 5'-7" UP 1 RISER 4 A R C H T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M 0003325 h MES ANTWELL AR NO 12079 RINT W DATE: 03/18/10 SCALE: 1/4 111=1'- 0" SHEET 3 W 6 W uj w � o Q � a a A U � 0 A � � m � 34'-0° A wlt+� Y. 16 15 A TREAD ELE G4D 2ND FLOOR, FLAN 6'-1" 25'-1" 2'-10" 12'-4" 9' -lm" I1' -lm" 3050 -SN 3050 -SN EGRESS EGRESS ono 0 0 CD ` o J LAY. OPT. tUB ..n LAV. 42x0 � 0. BATH 8'-0" GLCx. 4x4 � TILE BEDROOM #2 POST 2'-im" 3'-4° 3'-S° 8'-0" GLCx. - � OWNER'S SUITE 2668 �� " 1 CCARPET) � ' 48 x34 8'-0" G 4X4 POST BATH��LL 2 \....J WALL "�� N (ti N 1R 4068 �. � 0� � IOPt. IIOPT. � �L— ------ m L W JL D—J / 4J R-1SN 2668 � al -UT -- T U C�. �� 0 �. I� z�68 a o 5-ro W. 0 18 -0 CLCx. 0 jI (GAIF RPEt) ATTfr�� I LAY. � `n —I 3'-4" 4'-10" L- 1R-1SH 74068 >r31=_ 4068 81=. � 42 ° LOw � N 4'X4' � WALL w/ 1x6 wD 4X4 G'a'P POST BEDROOM #4 BEDROOM #3 � � ( OPEN � 8'-0" GLC. 8'-0" GLCx. � t0 _ (CARPEL) (CARPET) BELOW 2X8 2X8 3050 -SH 3050-51-4 3050 -SH 3050 -SH STAIR DATA ECxRE$S EGRESS EGRESS RISERS � 7.5" 10'-4" 11'-1C�" I1'-10" TREADS 6 g.5" 4'_5ll g'_0° S' -O" S'-0" 5'-7" UP 1 RISER 4 A R C H T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M 0003325 h MES ANTWELL AR NO 12079 RINT W DATE: 03/18/10 SCALE: 1/4 111=1'- 0" SHEET 3 W 6 W uj w � o Q � a a A U � 0 A � � m � SUHDIV. 8a LOT: TUS C A NORTH LOT 41 PROJECT# 1703.00 MODEL: "2199„ GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA MES ANTWELL AR NO 12079 RINT DATE: 03/18/10 SCALE: 1/4 111=1'- 0" SHEET 3 OFl 6 25'-6" RIDGE NGT.01L --r 51 18'-0" 2ND FL BRG. HGT. 12 15 r• r r `u u u u I o i r — =_= 0000000 0 ■ -: 00❑00000 ❑❑ mm • 1. .� ,n n ,�n n TEXTURED FINISH 25'-6" RIDGE HGT. OFF RIDGE VENT E,12 18'-0" 2ND FL BRG. NGT. 10"-0" 2ND F.F. ,L _ _ _ _ — _ V-5` 5RG. HGT. OL— I 0'-0" FIN. FLR. 23 REAR TEXTURED FINISH Ili 25'-6" RIDGE HGT. 18'-0" 2ND FL BRG. HGT. 1-0II 10"-0" 2ND F.F. 8'-8" BR:G. HGT. 6" RAISED OR SCORED BAND (DETERMINED PER COMMUNITY) 0'-0" FIN. FLR. _ J%25' -(o' RIDGE HGT. 18'-0" 2ND FL BRG. HGT. 10"-0" 2ND F.F. BRG. NGT. V-0 " -0" FIN. FLR. 1/5' THICK, 3 COAT CEMENT PLASTER OVER GRADE 'D" FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D" FELT PAPER 4"x4" GALV. "L' -TYPE FLASHING SET IN ROOFING CEMENT FIBERCsLASS SHINGLES OVER "15 FELT PAPER ON 7/16" O.S.B. SHEATHING OR 1/2' CDX PLYWOOD SECURED PER NAILING SCHEDULE t10'-0' 2ND FIN. FLR..� _ LSU -26 ---�_ 2x6 RAFTERS �`'`--- �12 :S' -S' 5RG. HGT. ly LUS26 W/ (4) 106's TO LEDGER AND (2) 10d's TO 2x6 JOIST 2X6 LEDGER W/ 1/2 "x8" THREADED ROD 32' O.G. MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY 6" MIN EMBI=D. 1/2'THIGK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2x6 LEDGER SECURED W/ 1/4" x 4' LAG BOLT W/ 2" DIA. WASHER 24' O.G. MAX 2x6 BLOCKING AS REQUIRED S.G.D. C� GABLE �oPT. cov. PATIO ELEV. o,a �,oPT. COV. PATIO -J ELEV. A4B A R C H I T E C T S DesoinGrou��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W W W � o ILI V � o A U h 0 A SU'BDIV. 8a LAT: TUS C A NORTH LOT 41 PROJECT# 1703.00 mODELf "2199" GARAGE SWING: RIGHT PAGE: FRONT & REAR ELEVATION ARCHITECT - STATE OF FLORIDA \ AR NO 12079 DA ET 03/18/10_ SCALE: 1/4"=1'-0" 25'-6" RIDGE HGT. ,k 18'-0" 21` 14. 25'-6" RIDGE PGT. INSTALL PER M,4N'1=. SPECS Rlu"HT E TEXTURED FINISH 25'-6" RIDGE HGT. '-0" 2ND FL 5RG. HGT. 1'-0" - - - - - - - - - - - ---1 ( 10"-0" 2ND F.F. _ _ 1 8'-8" 5RG. HGT. I I I I I I I 0'-0" FIN. FLR. OFF RIDGI= VENT r e r STONE VENEER, INSTALL PER MAN'F. SPECS LEFT ELEVATION TEXTURED FINISH j 25'-6" RIDGE HGT. IV 18'-0" 2ND FL 5RG. HGT. ,2 14 _ ,� 10"-0" 2ND F.F. 8'-8" 5RG. HGT. 0'-0" FIN. FLR. a' -a" lat FLRk 5RG. HGT. 6' I 0'-0" FIN. FLR. I'll l®�T. COV. JL AT�® LEFT SIMILAR ELEV. A45 ( 1 V -8" lat FLR 5RG. HGT. - — 0'-0" FIN. FLR. OI, P.T.. CO.V..P.A TIO LEFT SIMILAR ELEV. A45 A R C H I T E C T S Desi n rou enc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 iSU313 V. & LAT: TUS C A NORTH LOT 41 PROJECT# 1703.00 MODELa "2199„ GARAGE OWING: RIGHT PAGE: LEFT & RIGHT ELEVATION >> B>> rAFRCHITECT- ,,TATE OF FLORIDA DATE: 0 3 18 10 SCALE: 1/4"=1'-0" SHEET rW �J orl 6 IW hs V � rW VJ A O U A m iSU313 V. & LAT: TUS C A NORTH LOT 41 PROJECT# 1703.00 MODELa "2199„ GARAGE OWING: RIGHT PAGE: LEFT & RIGHT ELEVATION >> B>> rAFRCHITECT- ,,TATE OF FLORIDA DATE: 0 3 18 10 SCALE: 1/4"=1'-0" SHEET 5 orl 6 HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON "AND 4'- 11 1/2-l'- 11 1/2 DES. UPLIFT GRAVITY FASTNER }- META -16 1480 (1) 10d x 1 1/2 1 -PLY/ (6) 16d 2 -PLY Z (2) META -16 1985 1900 (10) 10d x 1 1/2 i -PLY (14) 16d 2 -PLY (Q V) HETA-16 1810 (9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY i HETA-20 1810 (9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY DBL 2 D5L 2 DSL 2 D5L 2 (2) HETA-20 2035 (10) 10d x 1 1/2 1 -PLY PER FLANGE) 2500 (12) 16d 2 -PLY MGT + 3965 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD P HGT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) lod TO WOOD HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD LTAI 1420 (12) lod x 1-1/2' VGT 4940 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD (2) VGT (2-FLY/3-FLY) -1185/8890 (2) 5/8' A.711t IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS I/4' X 3' TO WOOD MTS -12 1000 (14) 10d x 1 1/2 W HTS -16 1150 (16) 10d x 1 1/2 HTS -20 1450 (24) 10d x 1 1/2 LBTA-12 ++ 925 (10) 1od LBTA-18 ++ 1235 (14) 10d V) MSTA-18 ++ 1315 (14) 10d EL MSTA-24 ++ 1640 (I8) lod IX MSTA-36 ++ 2050 (26) 10d V) N MBTI-36 3800 (36) lod x 1 1/2 MBTI-48 5065 (48) 10d x 1 1/2 H6 950 (8) 8d TO PLATES, (B) Bd TO STUDS 1404 885 (6) 10d x 1 1/2' TO STUDS A33 150 (4) 10d TO BEAM (4) 10d TO POST. HCP2 645 (6) loci x 1-1/2' H10 995 (16) 8d x 1-1/2 ABU 44 2200 6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN GONG. (12) 16d TO WOOD (rj ABU 66 2300 12000 (1) 5p/8"A.T.R. IN HIGH STRENGTH EPDXY, (MIN. -I' EMBED.) IN GONG, (12)164 TO WOOD LTTI9 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC., (8I10d TO WOOD O LTT205 +++ 1625 (1) 1/2' AT.R. IN HIGH STRENGTH EPDXY' (MIN. T' EMBED) IN CONC (2)V BOLT TO WOOD Z HTT4 K610 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. -I' EMBED.) IN CONC. (IS) 10d x 1 1/2' TO WOOD (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 'T' EMBED.) IN CONC. (18) 16d x 2 1/2' TO WOOD (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN.1'EMBED.) IN CONC. (26) 10d x 11/2'TO WOOD HTT5 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EM5ED.) IN CONC. (26) 10d TO WOOD (l) /B A.T.R. IN HIGH STRENGTH EPDXY, N D. CONC. 26) 16d x 2 /2 O WOOD HHDQ11-SDS 2.5+ II 45 (U 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG., (24)605)4" x ' WOOD SCREWe HD -t 64M M5HA 3.56/11.25 3415 (1)'1/8' STRENGTH EPDXY., ( ) ' STUD DOLTS TO W Op 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6:15' EMBEDMENT) IN CM.U. TOP, (1) 3/4' A.Tf2 IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C)`l.U. FACE, (18)10d TO BEAM V) W HU5C412 (WOOD) 3240 2510 (FLOG (10) 16d TO HEADER (10) 16d TO WOOD 3140 (ROOF) U HUC410 (CMU) I 1810 5085 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD Z Q O HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITIECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 7' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. V) w H +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5OND5EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7' O A.T.R. ■ A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 18 USED. 0 WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A6TM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-20015', 'HIGH WIND -RESISTANT CONSTRUCTION C-HWOS-R', T-ANCHORSPECO.1, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE 3 MASONRY CATALOG C-2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REQUIREMENTS Tg\ ( l DBL 2x6 LEDGER SECURED TO 5LK W/ 1/2' A.S. OR THREADED ROD W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 6' MIN. EMBED. a 32' O.C. MAX. SECURE TWOS TO LEDGER W/ (2) L-50 11f 7 1 HDR TO 4X4 POST (2) MTS -12 POST TO SLAB HTT-4 MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO SINGLE STORY APPLICATION "AND 4'- 11 1/2-l'- 11 1/2 UP SIZE N CLEAR SPAN DBL 2 DSL 2 DBL 2 D5L 2 x 6 x 8 x 10 x 12 UP TO F7'-4` 5'-4' TO I'-0" 1'-0" TO 10"-0" 10'-0' AND OVER TWO STORY APPLICATION DOWN 5TAIR5 3 NUl" I5ER OF FULL LENGTH STUDS SIZE TAPCONS (4 CLEAR SPAN DBL 2 D5L 2 DSL 2 D5L 2 x 6 x 8 x 10 x 12 UP TO 5'-0" 5'-0" t0 6'-4" 6'-4" TO 8"-0" 5'-0" AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS Tg\ ( l DBL 2x6 LEDGER SECURED TO 5LK W/ 1/2' A.S. OR THREADED ROD W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 6' MIN. EMBED. a 32' O.C. MAX. SECURE TWOS TO LEDGER W/ (2) L-50 11f 7 1 HDR TO 4X4 POST (2) MTS -12 POST TO SLAB HTT-4 MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 81-0" U.N.O. "AND 4'- 11 1/2-l'- 11 1/2 UP NUMBER OF HEADER STUDS N N HUC410 SUPPORTING END OF HEADER 1 2 3 NUl" I5ER OF FULL LENGTH STUDS 2 TAPCONS (4 AT EACH END OF HEADER 1 — — — 3 FRAMING NOTES: I. I41JRRICANE STRAPS TO 5E MANUFACTURED 5Y SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRUSS TO MASONRY/CONCRETE 51-4ALL 5E META -16 * FLOOR J0I5T TO MASONRY/CONCRETE SHALL 5E � 4ETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL 5E MTS -12 3.TRUSS TO TRUSS CONNECTIONS AND I4ANGERS SMALL BE DESIGNED AND SUPPLIED 5'r TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FL OOR TRUSSES. E�. HEADER SPAN Ck4RT 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING FLAN (o. MIN. 2X4 441P GUT 5LOCKING SECURED W/'3 -10d GUN NAILS OR 3-1201 LAND DR111E5 .8 EA. END. CUT P I TCI -4 4 5EYEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. II II II II l �� II II II II II ��I II II II II II II SII Ilm lrc�m � �m—(Iw I� lTm—Tfmll� �I�I�II� col SII SII SII SII LL LL LL LL LL LL LL LL LL LL LL i k LL LL LL LL LLit II II L� 71 (2) HETA-16 HUC4110 IIN IIC4 IIN IIC4 IICN IIC4 NI v IIS 110 11 110 IN 110 01 (2) 2x12 5M. (2) META -16 (2) META -16 (2) 2X12 BM.j HUC 4110 45J1 II II II II II II II II II II F501 FTI — — — — FTI FTI FTI FTI — — — (2) HETA-16 FGI 51 II ICNo V I biId) u511 I 1 1 o 2X1® 5M TO 6X6 POST C4(2) MSTA-24 POST TO SLAB U- 2X10 BM —F501 TO 4X6 POST (2) MSTA-24 POST TO SLAB HTT-4 45J5 45J3 45J 1 2X10 BM TO 6X6 POST — �'� � =, '�� I (2) MSTA-24 1 >kG � POST TO SLAB It Ali W/8 -3/16"X21 TAPCONS (4 PER FLANGE) SM lu 03/18/10 SCALE: Q 10 01 Q 0 X W N N HUC410 HUC410 II II W/8 -3/16'X2' W/8 -3/16'X2" TAPCONS (4 TAPCONS (4 — — — PER FLANGE) PER FLANGE) — — — — — (DCOV. P —F501 TO 4X6 POST (2) MSTA-24 POST TO SLAB HTT-4 45J5 45J3 45J 1 2X10 BM TO 6X6 POST — �'� � =, '�� I (2) MSTA-24 1 >kG � POST TO SLAB It Ali W/8 -3/16"X21 TAPCONS (4 PER FLANGE) SM lu 03/18/10 SCALE: Q 10 SHEET 6A" QL X f 2 COVERED PATIO HUC410 W/8 -3/16"X2' TAPCONS (4 PER FLANGE) J A R C H I T E C TS Des2Grouoc . 1441 N. RONALD RtAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU13DIV. 8a L,OT: TUSCA NORTH LOT 41 PROJECT# 1703.00 MODEL: "7219977 GARAGE SWING: RIGHT PAGE: ]FLOOR FRAMING PLAN ELEVATION 77 A)) ^ )) B77 ARCHITECT STATE OF FLORIDA ARINO12079 J PRINT DATE: 03/18/10 SCALE: 1/4"=1'-0" SHEET 6A" OF'I n W P4 a U W Jul Q �O Er 0 U Z O A h 0 Q � SU13DIV. 8a L,OT: TUSCA NORTH LOT 41 PROJECT# 1703.00 MODEL: "7219977 GARAGE SWING: RIGHT PAGE: ]FLOOR FRAMING PLAN ELEVATION 77 A)) ^ )) B77 ARCHITECT STATE OF FLORIDA ARINO12079 J PRINT DATE: 03/18/10 SCALE: 1/4"=1'-0" SHEET 6A" OF'I n 1251 a1 0 '� UP TO CONNECTOR SCHEDULE SINGLE SIMPSON DES. UPLIFT GRAVITY FASTNER )- META -16 1450 (1) 10d x 1 1/2 I -PLY/ (6) lbd 2 -PLY Z O (2) META -16 1985 1900 (10) 10d x 1 1/2 I -PLY (14) I6d 2 -PLY (A a HETA-16 1610 (9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY g HETA-20 1810 (9) 10d x 1 1/2 I -PLY/ !8) 16d 2 -PLY DBL 2 DBL 2 DBL 2 D5L 2 (2) HETA-20 2035 (10) 10d x 1 1/2 1 -1 -LY AT EACH END OF HEADER 2500 (12)16d 2 -PLY 3 MGT + 3965 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD HOT -2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 1" TO WOOD HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 1" TO WOOD LTA1 1420 (12) 10d x 1-1/2' VGT 4940 (1) 5/8' A.T.R. IN HIGH STRE=NGTH EPDXY (MIN. 12" EMBED), (16) SDS 1/4' X 3' TO WOOD (2)VGT(2-FLY6-PLY) "1185/8890 (2) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) 10d x 1 1/2 w 14TO-16 1150 (16) 10d x 1 1/2 HTB -20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 925 (10) 10d Q LBTA-18 ++ 1235 !14) 10d 1,/) MSTA-18 ++ 1315 (14) 10d d MSTA-24 ++ 1640 (18) 10d IX MSTA-36 ++ 2050 (26) 10d (A MBTI-36 3800 (36) 10d x 1 1/2 MBTI-48 5065 (48) 10d x 1 1/2 Hb 950 (8) Sal TO PLATES, (8) Bd TO STUDS SP4 so (6) 10d x 1 1/2' TO STUDS Z O U A33 150 (4) 10d TO BEAM (4) 10d TO POST. HCP2 645 (6) 10d x 1-1/2' HIC 995 !16) 8d x 1-1/2 ABU 44 2200 6665 (1) 5/6'A.T.R. M HIGH STRENGTH EPDXY (MIN. -I- EMBED.) IN CONC. (12) I6d t0 WOOD V) ABU 66 2300 12000 (1) 5/8' A.T.R. M HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12)16d t0 WOOD iy TT19 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN GONG (8)10d TO WOOD O 2 TT20 +++ 1625 (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' .) IN CONC. e2) A, BOLT TO WOOD U 3610 (1) 5/8'A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (18) 10d x 1 1/1' TO WOOD Z 14TT4 4235 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN.'I' EMBED.) IN CONC. (18) 166 x 2 1/2' TO WOOD Q4350 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) 10d x 1 1/2' t0 WOOD HTT5 4610 (1) 5/8'A.T.R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC. (26) 10d TO WOOD /8A.T.R. IN HIGHOXY, C. 26) 16d x 2 n O WOOD WWDQII-808 2S+ 11,445 (1) V A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC, (24)508 4" x ' WOOD SCREwe ()1 . IN HIGH STRENGTH EPDXY. (MIN. 1' EMBED.) INC0NC.(3)VSTUP5OLTSTOWOOp MBNA 3.56/1115 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.MIL TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMII. FACE, (18AOd TO BEAM (A w HUSC412 (WOOD) 3240 2510 (FL (10) 16d TO HEADER (10) 16d TO WOOD 3140 (ROOF) O WUC410 (CMU) 1810 5085 18-1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU 110) 10d TO WOOD Z Q z HIGH STRENGTH EPDXY ■ SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT 18 GREATER THAN 'I' DEEP, THE VERTICAL CELL IN G.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. vi W H +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL. BE 1' 0 A.T.R. - A-301 ALL THREAD 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 MAILING SURE THAT THE PROPER CORROSION PROTECTION 18 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2009' , "HIGH WIND -RESISTANT CONSTRUCTION C-HUJ05-R', t-ANCHORSPEC01, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2009. 1251 a1 0 '� MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO SINGLE STORY APPLICATION SIZE 4'- 11 1/2 CLEAR SPAN DBL 2 D51- 2 DBL 2 DSL 2 x ro x & x 10 x 12 UP TO 5'-4" 5'-4" TO 71'-0" 1'-0" TO 10"-0" 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SUPPORTING END OF HEADER 1 SIZE 3 CLEAR SPAN DBL 2 DBL 2 DBL 2 D5L 2 x ro x S x 10 x 12 UP TO 5'-0" 5'-0" TO 6'-4" ro'-4" TO all -0" 8'-0" AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 81-011 U.N.O. 64 4'- 11 1/2 1/2,, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRU55 TO MASONRY/CONCRETE SHALL BE META -16 * FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL BE MTS -12 3.TRUS5 TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN (o. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES w EA END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. TRUSS TO 4X4 POST HTS -20 POST TO BLK HTT-4 TRUSS TO 4X4 POST HTS -20 POST TO PLK HTT-4 W w w W w w w w W Lu 111 (� m m m U1 W 111 lU w W W 1U 1u W to al ai TRUSS TO 4X4 POST HTS -20 POST TO BLK HTT-4 TRUSS TO 4X4 POST HTS -20 POST TO BLK HTT-4 SOUTHERN 2/9/10 A R C H I T E C TS 1441 N. KUNALU KLAUAN ULM LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h 64 V w Q � Q O � O U4 � A Z O U E a Iz L J9U8DiV. 8e LOT - .1 C A NORTH LOT 41 PROJECT# 1'03.00 MODEL: "2199" GARAGE 8 WING: RIGHT PAGE: ROOF FRAMING PLAN ]ELEVATION A" & >> B„ rARCHITECT STATE OF FLORIDA DATE: 03 18 10 SCALE: 1/411=1'-013 S I-1EET ELECTRICAL LEGEND SY1M50L DEFINITION NOTES 125V OUTLET 20 AMP n n 110V OUTLET 2199 SQFT GENERAL LIGHTING X3 VA PER SQFT n 6597 1/2 of OUTLET 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 5 110V OUTLET WIRED TO LAUNDRY CIRCUIT AT 1500 SWITCH RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 RQUIPED WITH II GFI 110V OUTLET GROUND FAULT (TAMI°i'918TANT 6 220V OUTLET 4 WIRE / II CONNECTION GFI EXTERIOR WATERPROOF GROUND FAULT — — OUTLET MtRRR1JPtER MICROWAVE SWITCH -- INSTALLED, SWITCH 3 -WAY OPER. (�4 SWITCH 4 -WAY OPER n WALL FOR OPT. PAN i Y MOUNTED 10000 REMAINDER OF GENERAL LOAD AT 40% 28497 VA x .4 LIGHT ROOM ( ] CEILING LIGHT r VAPOR TON HEAT PUMP#1 28 AMPx 240 VA= `O''VP PROOF OOF 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= GHT --- 10 RECESSED I GPI GFI CAN I ® VENT. FAN i CFM PER I I SQ. FT. VENT. FAN 1 CFM PER 34619 W/LIGHT 80. FT. 2' LIGHT STRIP 4' LIGHT STRIP C~ 0 0` u FT& ® 4' RECESSED FLLLO ENT 2-13ULP WRAP LIGHT HT AROUND _ 2' FLUORESCENT - -4-- 4' FLUORESCENT U -Q--�- 4' TRACK LIGHT PANEL METER Z SMOKE BATT. BACK -LLP OS.D. DETECTOR Wr HARDWIRE INTER - WA L BATT. BACK-UP MOUNTED SMOKS W/ HARDWIRE D. DE EC OR CONN EG ED 0 BATT. BACK-UP (Q� NOXEW/ MOID/ ARDWIRE HINTER- c WEED `C >' 5/CO SMOKE DETECTOR SHALL BE A COM50 DISTANCE OF NOT LESS THEN 4' 0 FROM WALL PENDANT LIGHT NATURAL GAS OUTLET . TELEPHONE JACK WATER HEAT. � DISCONNECT nAlr- AIR COND. DISCONNECT TV. TELEVISION JACK CEILING 50X REQUIRED TO ISE SUPPORTED O J -$OX IN NSO MARKED AS SUCH FOR INSPECTION CEILING CEILING 5OX REQUIRED t0 FAN/LIGHT 13E SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT KP OPTIONAL SECURITY KEYPAD FOR QPUSH- Pm. BUTTON CHIMES • LOCATION OF TV JACKS k PHONE OUTLETS E FANS TO 15E VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HA51TA5LE ROOMS TO 5E ARC FAULT PROTECTED PER NEC 210.12(b) + 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI a ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL 5ATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(F5C 2001,RESIDENTIAL CODE TA5LE M15063) LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL 5E NON METALLIC CA5LE AS N.E.C. 2008 ARTICLE 300.(5) (2) • ALL RECEPTACLES TO 5E TAMPER- RESISTANT TYPE CHIMES I � -- �-- /--� RANGE / I OF REP. ru 51JfTG I � � CPI PW] I�/ FOYER I I I 77 I I P.B. • I \ PORCH \ WP \ GF I /r~ I\ GF 1 CLG. OUTLET GARAGE WH GFIQ 44 "AFF. UJH PANEL OUTLET FOR I RRAGAT I ON TIMER 1ST FLOOR ELECTRIC41,--��_LT POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY- ELECTRICAL ECONDARYELECTRICAL SERVICE. PROVIDE 3 *1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 *2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLE55 SERVICE 15 PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 51D. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE*D2) 10 WP 8HEET LOAD INFORMATION I H5. VA 2199 SQFT GENERAL LIGHTING X3 VA PER SQFT n 6597 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 4500 GREAT LAUNDRY CIRCUIT AT 1500 ROOM / RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 / II 4500 / II 1200 / II WF' CEILING MTD. / DISPOSAL — — 500 L IGHT TO 5E MICROWAVE -- INSTALLED, REF. / PROVIDE J-5ox �/ SUBTOTAL OF GENERAL LOAD / DINING COND.� FOR OPT. PAN i 10 KVA OF GENERAL LOAD AT 100% / 10000 REMAINDER OF GENERAL LOAD AT 40% 28497 VA x .4 ROOM TOTAL NET GENERAL LOAD 21399 lit 4 +}- TON HEAT PUMP#1 28 AMPx 240 VA= 6720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= --- 10 / / o I GPI GFI 5 I KITCHEN o I I NOOK CHIMES I � -- �-- /--� RANGE / I OF REP. ru 51JfTG I � � CPI PW] I�/ FOYER I I I 77 I I P.B. • I \ PORCH \ WP \ GF I /r~ I\ GF 1 CLG. OUTLET GARAGE WH GFIQ 44 "AFF. UJH PANEL OUTLET FOR I RRAGAT I ON TIMER 1ST FLOOR ELECTRIC41,--��_LT POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY- ELECTRICAL ECONDARYELECTRICAL SERVICE. PROVIDE 3 *1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 *2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLE55 SERVICE 15 PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 51D. NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 *1 CU, 1 % CU GND 2" CONDUIT OR PROVIDE 3 02/0,4L, 1 *4 AL GND IN 2" CONDUIT. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO M O PANEL 150A/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 5OND ING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 *6 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/8" DIA x S FT LONG COPPER CLAD GROUND ROD 150 ,41" f= ELECTfRICAL fiRI5EfR NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICA5LE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLE55 NOTED OTHERWISE. A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngro'up.com AA #: 0003325 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE*D2) 10 HOUSE PLAN: 2199 MODEL 8HEET LOAD INFORMATION VA 2199 SQFT GENERAL LIGHTING X3 VA PER SQFT n 6597 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 4500 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 1 MICROWAVE 1500 1 REF. 1200 SUBTOTAL OF GENERAL LOAD 38497 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 28497 VA x .4 11399 TOTAL NET GENERAL LOAD 21399 4 TON HEAT PUMP#1 28 AMPx 240 VA= 6720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= --- 10 KW ELECTRIC HEAT AT 65% 6500 5 KW ELECTRIC HEAT AT 65% NET GENERAL LOAD --- 21399 o NET TOTAL HEAT 13220 TOTAL LOAD 34619 CALCULATED LOAD FOR SERVICE 34619 VA/240 V= 145 AMP 145 AMP SERVICE NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 *1 CU, 1 % CU GND 2" CONDUIT OR PROVIDE 3 02/0,4L, 1 *4 AL GND IN 2" CONDUIT. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO M O PANEL 150A/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 5OND ING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 *6 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/8" DIA x S FT LONG COPPER CLAD GROUND ROD 150 ,41" f= ELECTfRICAL fiRI5EfR NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICA5LE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLE55 NOTED OTHERWISE. A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngro'up.com AA #: 0003325 SUHDIV. 8e LAT: TUS C A NORTH LOT 41 PROJECT# 1703.00 MODELa "2199„ GARAGE SWING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA NO 12079 DIKTE: 0 3 18 10 SCAT.:/4"=1'-0" 8HEET 0 0PI n W C w v W � a.. o � C~ tJ U Z 0 A 0 A � SUHDIV. 8e LAT: TUS C A NORTH LOT 41 PROJECT# 1703.00 MODELa "2199„ GARAGE SWING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA NO 12079 DIKTE: 0 3 18 10 SCAT.:/4"=1'-0" 8HEET 0 0PI n ELECTRICAL LEGEND SYMBOL DEFINITION NOTES rll 12r2V OUTLET 20 AMP IIVV OUTLET I/2 OF OUTLET II(dV OUTLET WIRED TO SWITCH RQUIPED WITH GFI II0V OUTLET GROUND FAULT ITAMIN.W (RANT 220V OUTLET 4 WIRE cavuectlON EXTERIOR GROUND FAULT GFI WATERPROOF INTERfeIiPIER OUTLET SWITCH V SWITCH 3 -WAY OPER. !�4 SWITCH 4 -WAY OPER. n WALL W U4 MOUNTED Y LIGHT CEILING LIGHT vO, VAPOR PROOF VP LIGHT RECESSED CAN 1 CFM PER Q V ENT. FAN SQ. FT. VENT. FAN 1 CFM PER W/LIGHT SQ. FT. 2' LIGHT STRIP 4' LIGHT STRIP h Q �-a ® 4' RECESSED FLUORESCENT 2 -BULB WRAP LIGHT AROUND 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT ® PANEL METER SMOKE BATT. BACK-UP COs D. DETECTOR HARDWIRE INTER - BATT. BACK-UP MOUNTED W/ HARDWIRE S D. SOKE T PETE COR TE CONNECTED O BATT. ISACK-UP CARBON W/ HARDWIRS ®S/� MONOXIDE/ CONNECTED SMOKE DETECTOR SHALL BE A COMBO DISTANCE OF NOT LESS THEN 4" FROM WALL k�( PENDANT A (M� LIGHT NATURAL GAS OUTLET � . TELEPHONE JACK m WATER HEAT. DISCONNECT A/C AIR GOND. DISCONNECT Tv. TELEVISION JACK REQUIRED TO BE SUPPORTED O J -BOX IN ACCORDANCEXMARKED W AS SUCH FOR INSPECTION CEILING FAN/LIGHT CEILING BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR I S T ION FLOOD LIGHT KP OPTIONAL SECURITY KEYPAD • PUSH- FOR pB. 15UTTON CHIMES NOTES: * LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 20 AMP DEDICATED LAUNDRY CIRCUIT. t GFI a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 200-1,RESIDENTIAL CODE TABLE M15063) • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE AS N.E.C. 2008 ARTICLE 300.(8) (2) ALL RECEPTACLES t0 BE TAMPER- RESISTANT TYPE �7►iDi91[iID�a110[�f�Y�[��1 H 9 � 4 "Alisio 10 1 2 " VTR 211� VTR 2"� 211 US I WlMol FIR LT11 "It, TO MAIN A R C H I T E C T S 4/Design Grou�rnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W W V W U4 Q Q h 0 z O A A � m 5 VBDIV. & LWO!i Zt wl TUS C A NORTH LOT 41 PROJECT# 1703.00 MODEL: "2199" GARAGE SWING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT - STATE OF FLORIDA J ES CANTWELL AR NO 12079 PRINT DATE: 03/188 10 SCALE: 1/4"=1'-0" —(U +5 REBAR VERTICALLY W/ CONC, POUR CELL R-4.2 INSULATION z TEXTURED FINISH E Q S' CMU n 1/2" GYP. WL. BD. c0 p I WOOD BASE iq 4' CONC, REINF. W/ 6'x6' #10W`i WOR °� FIBERMESH ON 6 -MIL POLY r • ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL z 4" a" 4" :n U I, 4„ (2) 5 REBAR ON CHAIRS 1—STORY FOOTING 1 W BLOCK WALL SCALE: 1/2'-1'-0' ° • 4' CONC, REINF. W/ b'x6' X10/10 WWM OR FIBERMEOW ON 4' 6 -MIL POLY ETHYLENE VAPOR e, BARRIER ON WELL -COMPACTED GLEAN TERMITE TREATED FILL (1) 5 MBAR ON CHAIRS THICKEN EDGE m a 4' CONC, REINF. W/ 6'x6' *10 WWM OR PIBERMESH ON 6 -MIL POLY 4' 4' ETHYLENE VAPOR BARRIER ON WELL-COl"PAGTED CLEAN TERMITE TREATED FILL GARAGE STEP—UP cJ. NON—BEARING GRADE d • a,'.. 4' CONC, REINF. W/ 6'x6" 010 WLM OR FIMINEMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE O 4" S" 8" 4" TREATED FILL `^ U 2'-oll 4" 5 REBAR ON CHAIRS �CONCRETE PAD SCALE: 1/2' • t'-0' . POUND LINTEL DONT. (TYP.) S' CMU FILLED CELL (TYP-) 2X WALL FRAMING (4))5'X1' ANCHOR BOLTS or (4)15'X7' J -BOLTS MIN. 5' EMBEDMENT W/ 2'X2'XI/8' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 15 BLOCK WALL CONNECTION SCALE: 1/2'=1'-0' (1)15 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY 7' EMBED. MIN. 4' CONC, REINF. W/ 6'x6' 110 WW'1 OR FIBERMESH ON 6 -MIL POLY 4 ° ETHYLENE VAPOR BARRIER ON ° • °� WELL -COMPACTED CLEAN TERMITE TREATED FILL TYP. RETROFIT FOR A OMITTED DOWELS SGALE:I '•1'-0' SECURE BT. PLATE TO BLK W/ I' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 7' EMBED. MIN. ,@ 32' OC MAX. 1—STORY FOOTING 2 AT L. B. W. W UPLIFT SCALE: 1/2' ■,'-0' STUDS 16' O.C. MAX 5 1/2' 4 HEAD OF GARAGE VARIES WITH 81 -OPE SECURE BT. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 7 EMBED. MIN. r 32' OC MAX. - 4' CONC, REINF. W/ 6'xb' 010 WWM OR I}. FIBERMESH ON 6 -MIL POLY �u ETHYLENE VAPOR BARRIER ON M 8" 4' 4" WELL -COMPACTED CLEAN TERMITE TREATED FILL (2) 05 W15AR ON CHAIRS GARAGE STEP—UP 6 1—STORY L.B.W. SCALE:1/2'-1'-0' 1' RECESS FOR SAD. TRACK FINISH FLOOR SLAB AT S. G. D. SCALE: I' ■ 1'-0' CAULK AND REAL GAS LINE 1 J' PVC SLEEVE FOR GAS LINE a a' CMu : N �I/2' DRYWALL WOOD BASE °a 4' CONC, RE INF. W/ 6"x6' +10 WLIM OR 4Q a FIBER IESH ON 6 -MIL POLY z w ETHYLENE VAPOR BARRIER ON WELL d -COMPACTED GLEAN TERMITE TREATED FILL WOOD BASE 4' 8' 4' z TEXTURED FINISH a: f2) 5 FW154 ON CHAIRS 1—STORY FOOTING 2 AT L. B. W. W UPLIFT SCALE: 1/2' ■,'-0' STUDS 16' O.C. MAX 5 1/2' 4 HEAD OF GARAGE VARIES WITH 81 -OPE SECURE BT. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 7 EMBED. MIN. r 32' OC MAX. - 4' CONC, REINF. W/ 6'xb' 010 WWM OR I}. FIBERMESH ON 6 -MIL POLY �u ETHYLENE VAPOR BARRIER ON M 8" 4' 4" WELL -COMPACTED CLEAN TERMITE TREATED FILL (2) 05 W15AR ON CHAIRS GARAGE STEP—UP 6 1—STORY L.B.W. SCALE:1/2'-1'-0' 1' RECESS FOR SAD. TRACK FINISH FLOOR SLAB AT S. G. D. SCALE: I' ■ 1'-0' CAULK AND REAL GAS LINE 1 J' PVC SLEEVE FOR GAS LINE a a' CMu : N �I/2' DRYWALL WOOD BASE SECURE BT. PLATE TO SLAB W/ J' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 7' EMBED. MIN. s 32" OC MAX. °a ad° 4Q a ° 4 FIBEIVIESH ON 6 -MIL POLY d R -4Z INSULATION 77 SECURE BT. PLATE TO SLAB W/ J' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 7' EMBED. MIN. s 32" OC MAX. 2—STORY FOOTING 2 AT L.RArAL SE: 1/" 5 1/2' ' HEAD OF GARAGE VARIES WITH SLOPE SECURE ST. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. s 32' Or. MAX. La m 4' CONC, RE INF. W/ 6'x6' 010 0,111 OR FIBER" IESH ON 6 -MIL POLY z W ETHYLENE VAPOR BARRIER ON in 4' 6" 6" 4' 4 TREATEWELL-COMPACTED p F ACTED CLEAN TERMITE (3) 5 MBAR ON CHAIRS GARAGE STEP—UP 6A 2—STORY L.B.W. SECURE BT. PLATE TO SLAB W/ 10d CUT NAILS/ MASONRY NAIL + 32' Or— MAX 94 TEXTURED FINISH 4' CONC, REINF. W/ 6'x6" •10 WWM OR 4Q a POUR CELL FIBEIVIESH ON 6 -MIL POLY t4l' R -4Z INSULATION 77 WOOD BASE ETHYLENE VAPOR BARRIER ON z TEXTURED FINISH WOOD BASE LZ FIBERMESH ON 6 -MIL POLY -COMPACTED GLEAN TERMITE RECESS FOR 0. UJ 4' CONC, REINF. W/ 6'xb' +10 ULM OR 1n' GYP. WL. BD. TELL REATED FILL i >WELL " 4" 4' CONC, RE INF. W/ 6 "xb' 010 WIIM OR -COMPACTED CLEAN TERMITE , 4" (3) 5 REBAR ON CHAIRS 2—STORY FOOTING 2 AT L.RArAL SE: 1/" 5 1/2' ' HEAD OF GARAGE VARIES WITH SLOPE SECURE ST. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. s 32' Or. MAX. La m 4' CONC, RE INF. W/ 6'x6' 010 0,111 OR FIBER" IESH ON 6 -MIL POLY z W ETHYLENE VAPOR BARRIER ON in 4' 6" 6" 4' 4 TREATEWELL-COMPACTED p F ACTED CLEAN TERMITE (3) 5 MBAR ON CHAIRS GARAGE STEP—UP 6A 2—STORY L.B.W. SECURE BT. PLATE TO SLAB W/ 10d CUT NAILS/ MASONRY NAIL + 32' Or— MAX 94 TEXTURED FINISH 4- 4Q a POUR CELL ° 4' CCNC., REINF. W/ 6'x6' 010 WWM OR R -4Z INSULATION 77 WOOD BASE z TEXTURED FINISH WOOD BASE LZ FIBERMESH ON 6 -MIL POLY Z W RECESS FOR 0. UJ 4' CONC, REINF. W/ 6'xb' +10 ULM OR 1n' GYP. WL. BD. ETHYLENE VAPOR BARRIER ON i >WELL m a � WOOD BASE ? 4' CONC, RE INF. W/ 6 "xb' 010 WIIM OR -COMPACTED CLEAN TERMITE U 4" 8" 4" TREATED FILL a I'-4" (2) 5 REBAR ON CHAIRS O I TREATED FILL 1—STORY FOOTING 2 B AT L.B.W. W NO—UPLIFT) - ° FIBERMESH ON 6 -MIL POLY SCALE: 1/1' ■ 1'-0' E ..� '' e d° EXTENDED SLAB 1 1/2' CURES HEIGHT VARIES 1/2' RECESS FOR SERVICE OR \— 4' CONC, REINF. W/ 6'x6' me WWM OR _� FIBERI IESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL wl2) M REBAR ON CHAIRS mu SLAB AT GARAGE SERVICE DOOR TEXTURED FINISH R -II INSULATION MIN. STUDS 16' Oirl MAX I/2' GYP. WL. BD. WOOD BASE SECURE BT. PLATE TO BLK W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' p EMBED. MIN. 0 32' OC MAX. r 4' CONC, REINF. W/ 6'x6' MV WWM OR FI5ER'1ESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL fy 4' 5' 4' m (2) 5 REBAR ON CHAIRS 1—STORY FOOTING 3 W FRAME WALL SCALE: 1/2' • I'-0' ----(1) 5 REBAR VERTICALLY W/ CONC. POUR CELL z 8' CMU F W I >= AC iA CURB HEIGHT VARIES ILO a L.4r4i s�, zGONG, REINF. W/ 6'x6' 110 UlIM OR EWESH ON 6 -MIL POLY • ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL 9 4" 8" 4" (2) "5 REBAR ON CHAIRS in U 1—STORY FOOTING 8 AT GARAGE SCALE: 1/2' -l' -O' TIE VERTICAL REBAR TO HORIZATIONAL RSBAR W/ S' HOOK GROUTED BOND ,SEAM V< 4 ° C ° GAS LINE THRU BLOCK 16 SCALE: I'•1'-0' TEXTURED FINISH (1) 5 REBAR VERTICALLY W/ CONC, 4Q a POUR CELL VARIES PER ELEV. 1/2' GYP. WL. BD. R -4Z INSULATION 77 WOOD BASE z TEXTURED FINISH WOOD BASE LZ SECURE Bt. PLATE TO BLK W/ Q n a' CMu RECESS FOR 0. UJ 4' CONC, REINF. W/ 6'xb' +10 ULM OR 1n' GYP. WL. BD. GARAGE DOOR EMBED. MIN. ® 32' OG MAX. m a � WOOD BASE ? 4' CONC, RE INF. W/ 6 "xb' 010 WIIM OR N ETHYLENE VAPOR BARRIER ON ° FIBERI"1ESH ON 6 -MIL POLY °4 �7 WELL -COMPACTED CLEAN TERMITE m a 4' CONC, REINF. W/ 6'x6' 010 WWM OR O I TREATED FILL FIBEFIMESH ON 6 -MIL POLY (2) 5 RE6AR ®I -STORY ° 4' CONC, RE INF. W/ 6'x6" +10 WWM OR ETHYLENE VAPOR BARRIER ON 0'-0' FIN. FLR. - ° FIBERMESH ON 6 -MIL POLY WELL -COMPACTED CLEAN TERMITE E ..� '' e d° ; �"°, � a ETHYLENE VAPOR BARRIER ON TREATED FILL LAPPED W/ BOND BEAM 4,WELL-COMPACTED CLEAN TERMITE (I) 5 REE3AR ON CHAIRS * ^ : P-• CONTINUOUS ° ° TRE ATED FILL(3) .• :.�.•• �.<' la''EBAR W/ 8' HOOK ° �� .ate +^� 5 REBAR ON CHAIRS d Q 4' 6' 6' 4" UU ° °°.. 4 d a ° 44 .4 d I_8" d4 �• 2—STORY FOOTING 11 GARAGE DOOR FOOTING SCALE: 1/2'-1'-0' 12 NOT USED W1 BLOCK WALL SCALE: 1 /2' = I' -m' TIE VERTICAL REBAR TO HORIZATIONAL RSBAR W/ S' HOOK GROUTED BOND ,SEAM V< 4 ° C ° GAS LINE THRU BLOCK 16 SCALE: I'•1'-0' TEXTURED FINISH 2- 45 REBAR ON CHAIRS 2 -STORY (3) 5 REBAR ON CHAIRS !1) 5 REBAR VERTICALLY W/ CONC. POUR CELL R -4Z INSULATION a' CMu 4Q a ��- STUDS 16- O.G. MAX VARIES PER ELEV. 1/2' GYP. WL. BD. 1/2' GYP. WL. BD. WOOD BASE WOOD BASE LZ SECURE Bt. PLATE TO BLK W/ p4 ANCHOR BOLT W/ 2' WASHER SET IN 0. UJ 4' CONC, REINF. W/ 6'xb' +10 ULM OR 4.. CLEANOUT REQUIRED FOR INSPECTION W - Q EMBED. MIN. ® 32' OG MAX. FIBERMESH ON 6 -MIL POLY ? 4' CONC, RE INF. W/ 6 "xb' 010 WIIM OR N ETHYLENE VAPOR BARRIER ON ° FIBERI"1ESH ON 6 -MIL POLY FIBERMESH ON 6 -MIL POLY �7 WELL -COMPACTED CLEAN TERMITE m a 4 WELL -COMPACTED CLEAN TERMITE O I TREATED FILL - (2) 5 RE6AR ®I -STORY �~ 0'-0' FIN. FLR. (3) 5 REBAR a 2 -STORY (1) 05 VERT. DOWEL E ..� '' e d° 4 °4 TIE VERTICAL MBAR °. ° d OUTSIDE REBAR TO BE LAPPED W/ BOND BEAM �""'b PVC CHASE THRU FOOLING ° a ° ° a t0 HORIZATIONAL * ^ : P-• CONTINUOUS ° ° (1)'�5 REBAR At CORNERS W/ 25' LAP MIN. .• :.�.•• �.<' la''EBAR W/ 8' HOOK ° �� .ate +^� 4 1 d . 4. ° °°.. 4 d a ° 44 .4 d E 1 -STORY d4 �• J,,. U (2) 06 REBAR ON CHAIRS ° 2 -STORY (3)105 REBAR ON CHAIRS Q 2'-I" MIN. LAP PIPE THROUGH CLEANOUT REQUIRED TYP. REBAR LAP 1—STORY FOOTING HORIZONTAL/VERTICAL B REBAR LAP AT FOOTING SCALE: 1/2'-1'-0' C AT LINTEL CORNERSD SCALE: 1/2' • I' -0' W BLOCK WALL SCALE: 1/2' -I' -V' E REINFORCING SCALE: 1/2' -l' -O' AI- T, EXTERIOR F'OOT'ERS AT FINISI-C SLA13'S TO 13E MIST. 12" BELOW I T. -DIST-C_TR13ED SOIT, 2—STORY FOOTING 3 A W FRA%!ALLS .AL3=: I TEXTURED FINISH GROUTED BOND BEAM --- R-11 INSULATION MIN. ��- STUDS 16- O.G. MAX VARIES PER ELEV. 1/2' GYP. WL. BD. w WOOD BASE a, CMU SECURE Bt. PLATE TO BLK W/ ANCHOR BOLT W/ 2' WASHER SET IN ° ° SIMPSON HIGH STREWsTH EPDXY 7' W - Q EMBED. MIN. ® 32' OG MAX. r ° d V 4' CONC, RE INF. W/ 6 "xb' 010 WIIM OR N ° 44. 4' CONC, 1INF. W/ 6'x6' 010 WWM OR ° FIBERI"1ESH ON 6 -MIL POLY FIBERMESH ON 6 -MIL POLY �° • ° ETHYLENE VAPOR BARRIER ON VARIES PER ELEV. 4 WELL -COMPACTED CLEAN TERMITE TREATED FILL u1 y co 6' 6" 4' (3) 5 REBAR ON CHAIRS 2—STORY FOOTING 3 A W FRA%!ALLS .AL3=: I TREATED FILL { (3) 5 REBAR ON CHAIRS 41 <4 a a z rO 4' 6, 6. 4. 2—STORY FOOTING 8 A AT GARAGE SCALE: ' 14 NOT USED GROUTED BOND BEAM (1) 5 REBAR VERTICALLY VARIES PER ELEV. W/ CONC. POUR CELL w ° a, CMU L ° ° CURB HEIGHT VARIES W - Q p °. 4' CONC, RE INF. W/ 6 "xb' 010 WIIM OR N FIBERMESH ON 6 -MIL POLY VARIES PER ELEV. ETHYLENE VAPOR BARRIER ON co WELL -COMPACTED CLEAN TERMITE TREATED FILL { (3) 5 REBAR ON CHAIRS 41 <4 a a z rO 4' 6, 6. 4. 2—STORY FOOTING 8 A AT GARAGE SCALE: ' 14 NOT USED HORIZONTAL/VERTICAL REINFORCING AT � BEARING CHANGE SG LE: 1/2'•1'-0' A R C H I T E C T S iDes n 0 00p�� eG . 1441 N. RONALD REAGJBLVD.LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-40www.abdesigngroup AA #: 0003325 GROUTED BOND BEAM VARIES PER ELEV. w ° TIE VERTICAL REBAR L ° ° TO HORIZATIONAL °. REBAR W/ S' HOOK VARIES PER ELEV. 0 v GROUTED BOND BEAM 4 � a 44 .4 d d .4 �... Q CLEANOUT REQUIRED FOR INSPECTION ;z a.. r 0'-0' FIN. FLR. TIE VERTICAL REBAR U °d TO HORIZATIONAL REBAR W/ S' HOOK 0_ �A �O HORIZONTAL/VERTICAL REINFORCING AT � BEARING CHANGE SG LE: 1/2'•1'-0' A R C H I T E C T S iDes n 0 00p�� eG . 1441 N. RONALD REAGJBLVD.LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-40www.abdesigngroup AA #: 0003325 SU39DIV. ee LAT: TUSCA NORTH LOT 41 PROJECT# 1703.00 MODEL: 2100„ GARAGE SWING: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA 1 2'fvl"d AR NO 12079 PRINT DATE: 03/18/10 SCALE: 1/4"=1'-0" SHEET D I OFl 6 w cliW 0 v W � �... Q Q U Z A U A m SU39DIV. ee LAT: TUSCA NORTH LOT 41 PROJECT# 1703.00 MODEL: 2100„ GARAGE SWING: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA 1 2'fvl"d AR NO 12079 PRINT DATE: 03/18/10 SCALE: 1/4"=1'-0" SHEET D I OFl 6 PANEL ANCHOR SEALANT III SEALANT 3/8" -EXPANSION STRIP FREEOF MORTAR PANEL ANCHOR 1/4" EXP. BOLT G TWO PER ANCHOR WALL FRAME SHOWN HERE --_ FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND 7 1 1 PANEL ANCHOR STYLE CONSTRUCTION LINTEL PLATE 3/8" EXPANSION STRIP FREE OF MORTAR .--,.., LINTEL SEALANT TO BE MIN. 1/2' DEEP SEE NOTE EXPAN51ON STRIP PANEL ANCHOR GLASS BLOCK NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING a EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2) 1-1/4" 8-4 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 1-3/4" X 20 GAUGE X 24" LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL SECURE 2x6 MIN. TO BLK W/ (2),Y HEAD LENGTH ANCHOR BOLT W/ 2" WASHER SET TENSILE STIR 8d IN SIMPSON HIGH STRENGTH 11/8' .113 EPDXY 4' EMBED. d Q 2X4 SECURED TO ROUGH OPENING UP TO 8'-01 GABLE END IOd ROUND,MODIFIED W/(2)12d*=A. UPRIGHT .128 110000 ru 0 ORT 90, � L w a 2X4 SECURED t0 Q) o ❑® 0 D 0w =u GABLE ENG W/(2)12d PRECAST SILL. (0'-8' O.G. ❑o SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. 0 L-30 0 SIDES: 2X6 GARAGE DOOR BUCK W/ (3) D GABLE BLOCKING tRU55 2x4 BLOCKING ,�"XS' J -1301 -TS 4' EMBEDMENT MIN. W/ 2'X2'XYe WASHER AND NUT SPACED EVENLY FROM FLOOR TO 0 EA_ RAFTER L-30 EA. RAFTER GARAGE DOOR HDR IN JOINTS H2B EA. PRIOR TO FILLING. � Z RAFTER 1-2X6 PT BLOCK ® CENTER OF DOOR HEADER WKI)VXV J -BOLTS 4' EMBEDMENT W/ 2'X2"XY8" WASHER AND NUT 2x4 RAFTER 24' O.G. 2x4 FRAMING W Fed q (TYP) GARAGE DOOR 3 BUCK ATTACHMENT SCALE. 8 NOT USED 4 FRAMED OVERHANG N.t s. 2X4 DBL TOP PLATE 2x4 METAL STUD 24" O.G. 1/2' DRY WALL 2X4 16' O.G. MAX 2X4 PT. 5T -PLATE 1/2' A.B W/ MIN. 1" EMBEDMENT 2' DIA. WASHER Y 32' O.G. MAX s S REBAR CONT. 9 WOOD FRAME TO BLK. SCALE: 1/2' -1'-0" SPARK ARREST PER MANUFACTURER 1X2 PT. TOP OF BOX DBL. TOP PLATE — 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON O.S.B. SHEATHING OR �' CDX PLYWOOD PRE. ENG. TRUSS 1 AP LAN VIEW Sr SIMPSON N-5 (MIN.) 2X4 TO TRUSS PRE. ENCS. TRUSS S104 OR H-5 TOP PLATE TO STUDS "-0' ABV. 10'-0' LEVEL TO ROOF )R 2'-0' ABY. HIGHEST RIDGE WITHIN 10'-0' SIMPSON H-5 (MIN.) a 2X4 TO TRUSS 1 CHIMNEY DETAILS SCALE: 1/2"=1'-0' PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS 16' O.G. MAX SIMPSON LSTA-12 m EA. JACK STUD, BOTH SIDES OF OPENING=. 2x STUDS tv 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 N 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 4 NO MORE THAN 12" O.G. STAGGERED SP4 OR H5 a TOP AND BOTTOM PLATES a 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 FLR LINE TYP. EXTERIOR WINDOW/ �J DOOR OPENING WD FRAMED SCALE: 1/2' =1' -0" NAILING SCHECDULE ROOF DIAPHRAGM USE 1/16' O.S.B. OR 1/2' CDX PLY WITH 48 RING SHANK GUN NAILS AT 4" O.G. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6" O.G. AT INTERMEDIATE SUPPORTS. 5EE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS a 4" D.C. EXTERIOR SHEATHING USE 1/16' O.S.B. OR 1/2' PLY WITH 08 RING SHANK GUN NAILS AT 6" O.C_ At PANEL SIDES AND 08 RING SHANK GUN NAILS 4" O.G. TOP 4 BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT 6' O.G. At INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQLlIRF'IENT6 SIZE HEAD LENGTH DIA. TENSILE STIR 8d ROUND,MODIFIED 11/8' .113 110,000 d Q ORT ROUGH OPENING UP TO 8'-01 z IOd ROUND,MODIFIED 21/8' .128 110000 ru 0 ORT 90, � L w a TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS 70 BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL E TOOL ASSOCIATION 1.0,113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. I6 TO 20 RINGS PER INCH 4. 0,2W INCH FULL ROUN2 HEAD DIAMETE 5.2 INCH NAIL LENGTH ROOF SHE ATH ING LA -OUT AND ENDWALL 5RACING FOR G,45LE ENP FIRA"IING O\ �-SECURE 2x TO BLOCK W/ (2) a" TAF -CONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 14') WITHIN S' OF EACH o END AND 18' D.C. MAX m LL SPACING. 0.&5. SHEATHING OR COX PLYWOOD 2x4 BLOCKS CMU WALL 6 ARCH WINDOW FRAME A SECTION SCALE: NOTE; TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR : UPLIFT (OSB. t0 BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT a OPENINGS 08 RING SHANK GUN NAILS m 4"O C TOP d BOTTOM EDGES . . . . . .� 1, 11 omm PRECASr L d Q 'v ROUGH OPENING UP TO 8'-01 z 2-E fz O 0 ru 0 90, � L w a Q) o 0w =u PRECAST SILL. Lu �-SECURE 2x TO BLOCK W/ (2) a" TAF -CONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 14') WITHIN S' OF EACH o END AND 18' D.C. MAX m LL SPACING. 0.&5. SHEATHING OR COX PLYWOOD 2x4 BLOCKS CMU WALL 6 ARCH WINDOW FRAME A SECTION SCALE: NOTE; TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR : UPLIFT (OSB. t0 BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT a OPENINGS 08 RING SHANK GUN NAILS m 4"O C TOP d BOTTOM EDGES . . . . . .� 1, 11 omm w d Q 'v �-SECURE 2x TO BLOCK W/ (2) a" TAF -CONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 14') WITHIN S' OF EACH o END AND 18' D.C. MAX m LL SPACING. 0.&5. SHEATHING OR COX PLYWOOD 2x4 BLOCKS CMU WALL 6 ARCH WINDOW FRAME A SECTION SCALE: NOTE; TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR : UPLIFT (OSB. t0 BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT a OPENINGS 08 RING SHANK GUN NAILS m 4"O C TOP d BOTTOM EDGES . . . . . .� PREe-. i.• ,. irrr,r.. E. TRUE MTS - 1/16' 2x4 BTM. PLA' 321" TRUSS ..r,.- 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. -1/16" 06.5. 1/2' A.B. W/ MIN. -I" EMBEDMENT LOCATE 6"-S" FROM ENDS AND 32" O.C. MAX. TEXTURED FINISH META -16 8' CMU WALL KNEE WALL DETAIL 2 T O BLOCK 2X4X4' SECURE TO TRUSS W/ 3-12t 6"-8" O.C. MAX TYP. 2X4 SECURE t0 2X4 BLK W/2 -12d SECURE TO BLK W/ META -I6 2'-0" EXT: SCALE: I/2' =1'-0' C *8 RING SHANK GUN NAILS a (V O.G. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) C08 2" DECK SOWS O.G. MAX a EDGES # 12' O.G. MAX IN FIELD_ UNTHREADED 'SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" TTG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS E PRE -ENG. TRUSS DBL. 2X TOP PLATEi 1/160" O.S.B. d w 2X BLOCKING TOP OF 1/16' 0.5.5. 2X STUDS 16" O.C. MAX. 9 2X BTM. PLATE a 3/4" FLOOR DECKING PRE- ENGINEERED j FLOOR TRUSS 2x4 9 TOP E BOTTOM CONT. 1ji HETA-16 BLK. WALL O CONTINUOUS SHEATHING t0 BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK tD O.S.B. O HORIZONTAL 2X S_P.F. STRUCTURAL BLOCKING At PERIMETER OF 0.5.8. TO PROVIDE CONT. NAIL PATTERN U3 REMAINING AREA t0 BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING a TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW INSTALL ALL SHEETS LU/FACE GRAIN PARALLEL TO SCUDS 11 EXT. WALL SHEATHING SCALE: 1/2' =1'-0' A R C H I T E C T S Des2GrouPnc . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1, a w d Q 'v z IPv 0 N J �Z w QU- AL1 ru 0 z z O w a Q) o 0w =u PREe-. i.• ,. irrr,r.. E. TRUE MTS - 1/16' 2x4 BTM. PLA' 321" TRUSS ..r,.- 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. -1/16" 06.5. 1/2' A.B. W/ MIN. -I" EMBEDMENT LOCATE 6"-S" FROM ENDS AND 32" O.C. MAX. TEXTURED FINISH META -16 8' CMU WALL KNEE WALL DETAIL 2 T O BLOCK 2X4X4' SECURE TO TRUSS W/ 3-12t 6"-8" O.C. MAX TYP. 2X4 SECURE t0 2X4 BLK W/2 -12d SECURE TO BLK W/ META -I6 2'-0" EXT: SCALE: I/2' =1'-0' C *8 RING SHANK GUN NAILS a (V O.G. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) C08 2" DECK SOWS O.G. MAX a EDGES # 12' O.G. MAX IN FIELD_ UNTHREADED 'SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" TTG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS E PRE -ENG. TRUSS DBL. 2X TOP PLATEi 1/160" O.S.B. d w 2X BLOCKING TOP OF 1/16' 0.5.5. 2X STUDS 16" O.C. MAX. 9 2X BTM. PLATE a 3/4" FLOOR DECKING PRE- ENGINEERED j FLOOR TRUSS 2x4 9 TOP E BOTTOM CONT. 1ji HETA-16 BLK. WALL O CONTINUOUS SHEATHING t0 BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK tD O.S.B. O HORIZONTAL 2X S_P.F. STRUCTURAL BLOCKING At PERIMETER OF 0.5.8. TO PROVIDE CONT. NAIL PATTERN U3 REMAINING AREA t0 BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING a TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW INSTALL ALL SHEETS LU/FACE GRAIN PARALLEL TO SCUDS 11 EXT. WALL SHEATHING SCALE: 1/2' =1'-0' A R C H I T E C T S Des2GrouPnc . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SLJHDIV. ae LOT: TUS C A NORTH LOT 41 PROJECT# 1"03.00 MODEL: 2199" GARAGE 8 WING: RIGHT PAGE: misc. DETAILS ARCHITECT: GT_ ATE OF FLORIDA CANTWELL SATE: 03/18/10 SCALE: 1/4"=1'-0" SHEET D2 OFl 6 w w a Lu 0 r~ � Z q U 0 A � SLJHDIV. ae LOT: TUS C A NORTH LOT 41 PROJECT# 1"03.00 MODEL: 2199" GARAGE 8 WING: RIGHT PAGE: misc. DETAILS ARCHITECT: GT_ ATE OF FLORIDA CANTWELL SATE: 03/18/10 SCALE: 1/4"=1'-0" SHEET D2 OFl 6 FIBERGLASS SHINGLES 2x4 5LOCKING BETWEEN 2x4 5LOCKING 5ETWEEN OVER #15 FELT PAPER ON F15ERGLASS SHINGLES TRUSSES AT FIRST TWO SAYS TRU55E5 AT FIRST TWO k AY5 OVER #15 FELT PAPER ON 4'-0" O.C. (AT SHEATHING 0.5.5. SHEATHING OR 4'-0" O.C. (AT SHEATHING CDX PLYWOOD SECUREDSEAMS) 16 O.S.B. SHEATHING OR SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG GABLE TRUSS PRE -ENG GA5LE TRUSS PER NAILING SCHEDULE P.T. 1x2 W/ MTL_ DRIP EDGE 2x4 NAILER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2) FfSERGLASS SHINGLES 2x4 SU5-5AND 126's 6 EACH TRUSS OVER #15 FELT PAPER ON ALUM. SOFFIT W�(2) 12d's NT. 2x4 �ATACH RUN SEUSS ED 2x4 SU5-BAND TO 5E INSTALLED MID_ POINT of 0.5.5. SHEATHING OR 6TIFF5ACK AT ALL UPRIGHTS TO 5E INSTALLED e MID. ALUM. SOFFIT y TRUSS SPAN, OR 10'-0" O.C. MAX. CDX PLYWOOD SECURED OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STIFF5ACK AT ALL SEE ENERGY CODE FORMS PER NAILING SCHEDULE SEALED ENG_ FOR SIZE 4 UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES. ° CONDITION.) -----SEE ENERGY GODS FORMS FOR SI � CONDITION.) �� GYPSUM BOARD OR PRE -ENG TRUSS SEE ENERGY CODE FORMS 0.5.5. SHEATHING OR FOR INSULATION R -VALUES. R ZE D 111 HIGH STRENGTH CLG. FOR INSULATION R -VALUES. 11 O.S.B. SHEATHING OR 2 50ARD MTL. DRIP EDGE CDX PLYWOOD. ATTACHED 5" GYPSUM BOARD OR �" CDX PLYWOOD. ATTACHED " GYPSUM 50ARD OR #" HIGH PER NAILING SCHEDULE ON s 2 2x4 NAILER 2x4 SU5-BAND STRENGTH CLG. BOARD SHEET D5 HIGH STRENGTH CLG. PER NAILING SCHEDULE ON 2x4 a 24" O.C. INTERIOR BOARD SHEET p5 VENTED ALUM. SOFFIT CONC. FILLED LINTEL BLK -� KNEE WALL W1 (1) 05 REIBAR CONTINUOUS /8 THICK, 3 COAL CEMENT CONIC. FILLED LINTEL BLK �/8" THICK, 3 COAT CEMENT PLASTER OVER GRADE W/ (1)5 RE5AR CONTINUOUS CONC. FILLED LINTEL BLK PRECAST LINTEL "D" FELT PAPER BACK PLASTER OVER GRADEp FELT PAPER B AGK W/ (1) 05 REBAR CONTINUOUS EMBED. STRAP VERIFY W/ METAL LATH OVER R-4.2 �3ATT. INSUL. METAL LATH OVER TRUSS PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAP PRECAST L INTEL APPROVED HOUSE WRAP PRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE "D" FELTVL WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS a"THICK, 2 COAT CEMENT PER MANUFACTURES PAPER PER MANUFACTURES PAPER PER MANUFACTURES PLASTER APPLIED SPECIFICATIONS WEEP SCREED SPECIFICATIONS WEEP SCREED SPECIFICATIONS DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) ,-_________ PRECAST SILL (SEE DETAIL 2) __- —PRECAST SILL (1) *5 REBAR VERTICALLY (1) �5 RESAR VERTICALLY SECURE GA5LE TO 2x6 P.T. SECURE GA5LE TO 2xFo P.T. (1) 05 RE5AR VERTICALLY s PLATE W/ 12d' 8" O.C. MAX W/ CONIC. POUR CELL W/ CONC. POUR CELL PLATE W/ 12d's S" O.C. MAX W/ GONG. POUR CELL �` 1x2 P.T. FURRING STRIPS SECURE 2x6 PT. PLATE TO �` 1x2 P.T. FURRING STRIPS SECURE 2x� PT. PLATE TO �` 1x2 P.T. FURRING STRIPS 1ro 11 O.C. 5LK W/ '"x9" ANCHOR 5OLT W/ ______ ----- Iro 11 O.C. LK W/ "x9" ANCHOR BOLT W/ -- I O.G. l 8" CMU 2" WASHER SET IN SIMPSON 8" CMU 2" WASHER SET IN SIMPSON — all CMU HIGH STRENGTH EPDXY 7 � I HIGH STRENGTH EPDXY -7 aI 1/2 GYP. WL. 5D. 1/2 GYP. WL. 5D. 1/2�� GYP. WL. 5D. WOOD SASE EMBED. MIN. � 32 " OC MAX. WOOD SASE EMBED. M1N. � 32" OC MAX. WOOD E:,ASE a o �"THICK, 2 COAT CEMENT q "THICK, 2 COAT CEMENT a: PLASTER APPLIED PLASTER APPLIED a q 4 m q DIRECTLY TO MASONRY oI q DIRECTLY TO MASONRYI Q m q 4 4 1- STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT CLG. B LO C K WALL BLOCK WALL BLOCK WALL SCALE. -3/4"=V-0" 1A SCALE: 3/4"=V-0" -0 SCALE: 3/4"=I'-0" 2X4: ® 2X4: ® 2X4: CM SECURE TO BLOCK W/ X16" SECURE TO BLOCK W/ Si=r -URE TO 5LOGK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 N MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4') WITHIN 8" OF EACH END 4 WITHIN 8" OF EACH END :WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 18' O.G. MAX SPACING. IB' O.C. MAX SPACING. 8' CMU 2X6: ® 2X6: ® 2X6: CEM X' DRYWALL SECURE TO BLOCK W/2 -3X6' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-3(6" SECURE TO BLOCK W/1-1/4' NOTE: STRUCTURAL 2X MUST 1'X4' OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL Ix4 P.T. OR %'X4' MIN. SECURE MIN. HEAD SIZE .300 3X6' TAPCON MIN. 1-Y4' MIN. HEAD SIZE .300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 %' TAPCON MIN. I Y4' THRU FRAME 4 EXTEND I -Y4° MIN. EMBEDMENT 1 Y4) Wb TAPCON MIN. 1 -Ya MIN. EMBEDMENT 1 Y4 J EMBEDMENT INTO BLOCK g� MIN. EMBEDMENT I Y4 J EMBEDMENT INTO BLOCK " " : INTO BLOCK W/ X16' TAPCONS WITHIN 8" OF EACH END 4WITHIN 8" OF EACH END 4 EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 OR DRIVE PIN 18' O.C. MAX SPACING. 8 CMU 18' O.C. MAX SPACINGS. IS O.C. MAX SPACING. 8' CMU MIN. HEAD SIZE 300 2X8: ® „ „ 2X8: ® X' DRYWALL TYYEK BUILDING WRAF MIN. EMBEDMENT 1-Y4' SECURE TO BLOCK W/2 -3X6' 1X4 oR I X2 P.T. NAILER SECURE TO BLOCK W/2 -a,(6' i4' DRYWALL SEBC�ET BLOCK W/1-1/4' I"X4' OR I'X2' P.T. NAILER PAPER R,4CK WITHIN 8' OF EACH END 4 18' TAPCONS OR DRIVE PIN %*" 0.8.5. X 4' MIN. TAPCONS OR DRIVE PIN 1X4' OR 1X2 P.T. NAILER TAPCONS OR DRIVE PIN )f6' O.S.B. X 4' MIN. O.C. MAX SPACING (MIN. SHANK SIZE .145 —DOOR CASING CMIN. SHANK SIZE .145 —DOOR CASING (MIN. SHANK SIZE .145 GALY'D MTL. LATH DOOR CASING MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR CASING x, MIN. EMBEDMENT 149 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') DOOR JAMS OR WINDOW TEXTURED —DOOR JAMB OR wiNDow WITHIN 8" OF EACH END 4 ATTACH TO 2X PER WITHIN 8" OF EACH END 4 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. IS' O.C. MAX SPACING. MANUFACTURES DETAILS. F f N f SH � WOOD MANUFACTURES DETAILS. WOOD WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )149 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") CONSTRUCTION ■ „ DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16 DOOR JAMB TO BLOCK +3 DOOR JAMB TO BLOCK +3-7/16 ® z A WINDOW TO BLOCK +3/4 OR +5/4 C WINDOW TO BLOCK +1-15/16" E WINDOWA BLOCK +3"SCALE: 1'■I'-0" SCAL-0" SCALE: I"'■I'-0' S" CMU 2x4: ® 2x4: ® 2x4: CM 2X4: CEM SECURE TO 51-OCK W/ W6' SECURE TO BLOCK W/ 3i(6" SECURE TO BLOCK W/ )(m,' SECURE t0 BLOCK W/)14' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1/2" TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 FINISH 6 MASONRY MIN. EMBEDMENT I Y4'J MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Y4'J MIN. EMBEDMENT 1 Y4') WITHIN 8" OF EACH ENE) 4 WITHIN 8" OF EACH END 4 WITHIN 8" OF EACH END 4 NOTE: STRUCTURAL 2X MUST WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. I8' O.C. MAX SPACING. BE ON OUTSIDE 4 SECURED 18' O.G. MAX SPACING. THROUGH NON-STRUCTURAL 2X6: ® 2X6: ® 2X6:® 4 2x6: MM SECURE TO BLOCK W/2-346' SECURE TO BLOCK W/2 -'3X6' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-)(6' E6MBEDMENT INTO BLOCK. SECURE TO BLOCK W/1-1/4" TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PINF1 TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST �A7 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 8' CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED WEEP d S C R E E I� MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 9X6' TAPCON MIN. 144" MIN. HEAD SIZE 300 h' DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1,1149 EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1 Y4') 1'X4' OR 1'X2' P.T. NAILER MIN. EMBEDMENT 1 Y4') :(6' TAPCON MIN. I Y4' E T A 1 L WO 0 ® WITHIN 8" OF EACH END 4 WITHIN 8" OF EACH END 4�\_a" WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK 18' O.G. MAX SPACING. 8' CMU 18' O.C. MAX SPACING. GMU SECURE t0 BLOCK W/1 -I/4 X 18' O.C. MAX SPACINGS. 2ND 2X SECURE TO 18' O.G. MAX SPACING. 2X8: ® 2X8: 2X8` X DRYWALL STRUCTURAL MEMBER WK2)12d 8, CMU LOCK CONNECTION 1�' DRYWALL ® 1'X4' OR 1'X2' P.T. NAILER ® SECURE TO BLOCK W/2 -3i(6' 2X8` SECURE TO BLOCK W/2-3i(6SECURE TO BLOCK W/2 -3i(6' WITHIN 8' OF EACH END 4 6' ® ' DRYWALL ' , TAPCONS OR DRIVE PIN 1X4 OR 1X2 P.T. NAILER TAPCONS OR DRIVE PIN 1' P.T. X 4" MIN. TAPCONS OR DRIVE PIN TO 8, O.C. MAX TAPCONS OR DRIVE PIN I"X4' OR I'X2' P.t. NAILER SCALE: 1 1/2"=V-0" (MIN. SHANK SIZE .145 `--DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MM. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 1' P.T. X 4' MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW POOR JAMB OR WINDOW POOR CASINGS MIN. EME3EDMENt I Y4'J MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER ATTACH TO 2X PER WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 18' O.G. MAX SPACINGS. 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DD NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +1-1/" DOOR JAMB TO BLOCK +2 1/,4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" B WINDOW TO ,BLOCK +1-1 2 D WINDOW TO BLOCK +2 1 4 WINDOO BLOCK +3 H WINDOW TO BLOCK +3 3/4" SCALE: 1 ■1 -fd SCALE: 1 ■I -0 Sc!ALE: 1 ■1 -0 SCALE: I ■I -0 rA_RCHIrECTS_) Design pp 10u irinc. 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-40www.abdesigngroup AA #: 0003325 SUBDIV. & LOT: TUSCA NORTH LOT 41 PROJECT# 1703.00 MOIDEL: "2199" GARAGE SWING: RIGHT PAGE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITECT - STATE OF FLORIDA fjA J S ANTWELL R NO 12079 imommmo DA ET 03/18/10 SCALE: 1/4"=1'-0" w w 0 w ua �. Q o� O z O A w A m SUBDIV. & LOT: TUSCA NORTH LOT 41 PROJECT# 1703.00 MOIDEL: "2199" GARAGE SWING: RIGHT PAGE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITECT - STATE OF FLORIDA fjA J S ANTWELL R NO 12079 imommmo DA ET 03/18/10 SCALE: 1/4"=1'-0" FIBERGLASS SHINGLES OVER *15 FELT PAPER ON Z" O.S.B. SHEATHING OR i" CDX PLYWOOD SECURED PER NAILING SCHEDULE PRE - ENG TRUSS MTL. DRIP EDGE 2x4 SUB -BAND VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS 16 O.S.B. SHEATHING OR i" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5. 3/s" THICK, 3 COAT CEMENT PLASTER OVER GRADE "D" FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D" FELT PAPER NOTE: SHEATHING MUST NOT BREAK 1' -O" MIN. FROM 2ND FLR LINE 2x4 CONT. -w TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRUSS PLAN i"THICK, 2 COAT CEMENT PLASTER APDL IED DIRECTLY TO MASONRY 2— STORY FIRST FLOOR BLOCK SECOND FLOOR FRAME SCALE: 3/4"=V-0" 2x STUDS -0 16" O.C. MAX W/ R-11 BATT. INSUL. MIN. " T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE — ENG FLOOR TRUSS S IMPSON HETA —16 EMBED. STRAP 6 32" O.G. MAX VERIFY W/ TRUSS PLAN " GYPSUM BOARD OR "" HIGH STRENGTH CLG. BOARD ,EE ENERGY CODE FORMS OR INSULATION R—VALUES. " GYPSUM BOARD OR 1 IGH STRENGTH CLG. 30ARD 'WIST STRAP VERIFY W/ 'RUSS PLAN JINDOW ATTACHMENT AS 'ER MANUFACTURES SPEC IF I GAT I ONS JINDOW SILL x STUDS a 1(o" O.C. MAX W/ —11 BATT. INSUL. MIN. T 4 G SUSFLOOR GLUED %ND NAILED AS PER 4A IL ING SCHEDULE 'RE—ENG FLOOR TRUSS INSTALL PER MFG. SPECS.) s GYPSUM BOARD OR " 4 IGH STRENGTH CLG. 30ARD :ONC. FILLED LINTEL BLK U/ (1) *5 REBAR CONT INUOU,' 2-4.2 BATT. INSUL. 'RECAST LINTEL UINDOW ATTACHMENT AS 'ER MANUFACTURES �PECIF I GAT IONS DRECAST SILL '1) w REBAR VERTICALLY W/ CONC, POUR CELL 1x2 P.T. FURRING STRIPS a 16 11 O.G. all CMU 1/2" GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER *15 FELT PAPER ON -1/16" O.S.B. SHEATHING OR "" CDX PLYWOOD SECURED PER NAILING SCHEDULE MTL. DRIP EDGE 2x4 SUB — BAND ALUM. SOFFIT STIFF8,4CK AT ALL UPRIGHTS OVER 4'-1011 HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ S"x6" THRU-BOLTS 32" O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's a" O.C. MAX OR SECURE GABLE TO D5L TOP PLATE W/ SIMPSON HTC4 -S 24" O.C. MAX WINDOOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS i� O.S.B_ SHEATHING OR 2" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 75" THICK, 3 COAT CEMENT PLASTER OVER GRADE "D" FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D" FELT PAPER - NOTE: SHEATHING MUST NOT BREAK 1'-0" MIN. FROM 2ND FLR LINE 2x4 CONT. a TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRUSS PLAN 2"THICK, 2 COAT GEMENT PLASTER APDL IED DIRECTLY TO MASONRY 2—STORY GABLE FIRST FLOOR BLOCK SECOND FLOOR ]F' R AM E ------- SCALE: 3/4"=V-0" 2x STUDS -s 16" O.C. MAX W/ R-11 BATT. INSUL. MIN. :" T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE �— PRE -ENG FLOOR TRUSS " GYPSUM BOARD OR HIGH STRENGTH CLG. 50ARD CONC. FILLED LINTEL BLK W/ (1) *5 REBAR CONTINUOUS FLOOR CONNECTION AT PARALLEL/ 2 PERPENDICULAR PRE—ENG FLOOR TRUSS SCALE: 3/4"=I'—O" 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.G. (AT SHEATHING SEAMS) PRE—ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED I—W1 (2)126's -9) EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R -VALUES. I" GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS WINDOW SILL 2x STUDS 6 16" O.C. MAX W/ R-11 BATT. INSUL. MIN. 3" T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE - ENG FLOOR TRUSS ( INSTALL PER MFG. SPECS.) $" GYPSUM BOARD OR 2" HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) *5 RE5AR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL C1) S REBAR VERTICALLY W/ GONG. POUR CELL 1x2 P.T. FURRING STRIPS :. _ ---- a 11 �o " O.C. all CMU 1/2 1" GYP. WL. BD. WOOD BASE a d d d 4 a d -1116" O.S.B. OR° CDX TYVEK BUILDING WRAF x PAPER BACK GALV'D MTL. LATH 1/5" TEXTURED .` FINISH .6 WOOD WOOD # WEEP SCREED CONSTRUCTION a" cMu 1/2" TEXTURED FIN ISH a MASONRY WEEP SCREED DETAIL @) WOOD TO LOCK CONNECTION SCALE: 1 1/2 —1 —0 A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 I& O.S.B. SHEATHING OR i" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 "THICK, 3 COAT CEMENT w PLASTER APPLIED TO METAL LATH OVER 2 LAYERS OF GRADE D BUILDING PAPER OR PAPER }SACKED LATH OVER AN APPROVED HOUSE w WRAP 2x4 CONT. a TOP AND BT. OF 0 FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FOR, BT. 2x4 IS FOR WALL SHEATHING NAILER) w WEEP SCREED e (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRUSS PLAN ""THICK, 2 COAT CEMENT --"' PLASTER APPLIED DIRECTLY TO MASONRY FIBERGLASS SHINGLES OVER *15 FELT PAPER ON -1/16" O.S.B. SHEATHING OR "" CDX PLYWOOD SECURED PER NAILING SCHEDULE MTL. DRIP EDGE 2x4 SUB — BAND ALUM. SOFFIT STIFF8,4CK AT ALL UPRIGHTS OVER 4'-1011 HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ S"x6" THRU-BOLTS 32" O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's a" O.C. MAX OR SECURE GABLE TO D5L TOP PLATE W/ SIMPSON HTC4 -S 24" O.C. MAX WINDOOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS i� O.S.B_ SHEATHING OR 2" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 75" THICK, 3 COAT CEMENT PLASTER OVER GRADE "D" FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D" FELT PAPER - NOTE: SHEATHING MUST NOT BREAK 1'-0" MIN. FROM 2ND FLR LINE 2x4 CONT. a TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRUSS PLAN 2"THICK, 2 COAT GEMENT PLASTER APDL IED DIRECTLY TO MASONRY 2—STORY GABLE FIRST FLOOR BLOCK SECOND FLOOR ]F' R AM E ------- SCALE: 3/4"=V-0" 2x STUDS -s 16" O.C. MAX W/ R-11 BATT. INSUL. MIN. :" T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE �— PRE -ENG FLOOR TRUSS " GYPSUM BOARD OR HIGH STRENGTH CLG. 50ARD CONC. FILLED LINTEL BLK W/ (1) *5 REBAR CONTINUOUS FLOOR CONNECTION AT PARALLEL/ 2 PERPENDICULAR PRE—ENG FLOOR TRUSS SCALE: 3/4"=I'—O" 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.G. (AT SHEATHING SEAMS) PRE—ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED I—W1 (2)126's -9) EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R -VALUES. I" GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS WINDOW SILL 2x STUDS 6 16" O.C. MAX W/ R-11 BATT. INSUL. MIN. 3" T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE - ENG FLOOR TRUSS ( INSTALL PER MFG. SPECS.) $" GYPSUM BOARD OR 2" HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) *5 RE5AR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL C1) S REBAR VERTICALLY W/ GONG. POUR CELL 1x2 P.T. FURRING STRIPS :. _ ---- a 11 �o " O.C. all CMU 1/2 1" GYP. WL. BD. WOOD BASE a d d d 4 a d -1116" O.S.B. OR° CDX TYVEK BUILDING WRAF x PAPER BACK GALV'D MTL. LATH 1/5" TEXTURED .` FINISH .6 WOOD WOOD # WEEP SCREED CONSTRUCTION a" cMu 1/2" TEXTURED FIN ISH a MASONRY WEEP SCREED DETAIL @) WOOD TO LOCK CONNECTION SCALE: 1 1/2 —1 —0 A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 StMDIV. & LOT: TUSCA NORTH LOT 41 PROJECT# 1"703.00 MODEL: „2199" GARAGE OWING: RIGHT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA 1 12,0 DATE: 03/18/10 ' SCALE: 1/4"=1-0" w w 0 w ua cl h O z A U 0 A m StMDIV. & LOT: TUSCA NORTH LOT 41 PROJECT# 1"703.00 MODEL: „2199" GARAGE OWING: RIGHT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA 1 12,0 DATE: 03/18/10 ' SCALE: 1/4"=1-0" *NOTE: NAIL SHEATHING TO ALL 2X A5 PER EXT. SHEATHING NAILING, Old 4" O.C. MAX 6 EDGES 4 6"-8" O.C. MAX IN THE FIELD PRECAST HEADER(MIN) A 2 X 4 (MIN 2 X 3)1-311(o TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 771�DBL. — CONT. 2x4 SPF RAT RUN I SECURED W/ (2) 12d's a EACH DBL. TOP PLATE 5EGURE 2 X RIP TO FIT TRUSS 2x4 BLOCKING UNDER MIN HEAD SIZE 300 TOP PLATE 12d's a EACH TRUSS (DIAGONAL BETWEEN TRUSS BAYS W/ 11/2-12dS 6"-8' O.C. MAX. MIN EMBEDMENT 1 1/4') 2X4 16' O.G. MAX. 2x DOUBLE TOP PLATE" GYPSUM BOARD OR 7/8" TEXTURED FINISH 8' FROM EACH END AND 1$':917 STUDS � 16' O.C. S NOTE: BOARD MTS -12 0 EVER STUD -1/16" OSB SHEATHING O.C. MAX. MIN 1-1/4' EMBEDMENT_ DIAGONAL BRACE TO BE a ANY SPAN 15'-0" OR GRATER REFER TD 2X4 Bt. PLATE TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 2 X 4 16' O.G. MAX. 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON�YCWHEN 30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE a CENTER AND (2) DORMER OVER 16' IN HIEGHT.) OR DRIVE PIN (MIN SHANK SIZE.145W;_'ASECURE 9 GABLE X—BRACING SCALE: 1/2'-V-0" MIN HEAD SIZE 2X4 W/ 2 -Wb' q 2 X 4 (WHEN OVER 16" IN HIEGHT.) .300 MIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. 1/41 TEMPEREDTE I12" 8' FROM EACBH END AND 18' HEAD SIZE .300 MIN. GLUE 4 NAIL 8' O.C. O.C. MAX. MIN 1-1/4' EMBEDMENT EMBEDMENT 1 A' WAN 8' IF NEEDED. 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON EA. END NOT TO EXCEED BT. PLATE 2 X SOLID BLK'G ARCH OR DRIVE PIN (MIN SHANK SIZE.145 18' O.C. MAX o a � � SECURE W/2 -12d EACH END MIN HEAP SIRE 300 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/ z O U ATTACHMENT PER 8' FROM EACH END AND 18" MIN. 2-12d PER BLK EA. END MANUFACTURER'S SPECS. OL_ MbX_ MIN 1-1/4' EMBEDMENT 1/16' OSB SHEATHING MTL WDW FRAME DBL. TOP PLATE 2X4 16' D.G. MAX. SECURE 2X4 TO WOOD W/2 -12d ® 6"-8' O.C. STAGGERED SECURE 2X4 W/ 2-:X,&' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4' W/IN 8' EA. END NOT TO EXCEED 18' D.G. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER BLK EA. END 3 EXTERIOR ARCHWAY SCALE: 1/2"=V-0- X.- /2"=i'-0' CMU WALL ARCHWAY DETAIL 1 16" AND UNDER SCALE: I/2 ° • I' -0' xb' 0.5.8. ORA' PLYWOOD SHEATHING 2U- "15 BLDG. FELT �3 24' WIDE 26 GA. GALVANIZED METAL FLASHING MUST ADD DI -310, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. �5 FIBERGLASS SHIWSLES sq -FA5 TRUSS 1/2' CLG. BOARD 4 TEXT. SIMPSON 5P4J 2X4 DBL. TOP PLATE a EVERY 1/2" DRYWALL OTHER STUD 2X4 WOOD STUDS 616' O.G., UN.O. ON TRUSS PLAN 2X4 CONT. STRESS .—BLOCKING MID -WALL -2X4 Pt. PLATE 8IMPSON 51=4 a 32' O.G. MAX 1/2'X9' A.B. 32' O.G. EMBEDMENT o L�/�7C7_ONC. SLAB s CONT. 1—STORY (��IN�T.B�EARING WALL NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. 2X4 SOLID BLOCKING SECURE TO SHEATHING WITI- MIN. 2-12d PER BLK. EXTERIOR ARCHWAY EA. END WITH WINDOW 2 PRECAST HEADER(MIN) 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/41) 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 71/16'065 SHEATHING MIN EMBEDMENT 1 1/4') 2X4 16' O.G. MAX. 8' FROM EACH END AND 18' (WHEN OVER 16' IN HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING SECURE t0 SHEATHING W/ MIN. 2-12d PER BLK EA. END ARCIjWAY DETAIL 4 16 AND UP SCALE- 1/2"=1'-0' r�,�CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENC: TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS A 16' O.C. MAX i" T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE 16T FLOOR STUDS t0 2ND FLOOR STUDS SIMPSON MSTA-36 a 32' O.G. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS a 16' O.C. MAX 1/2' GYP. WL. BD. SECURE BT. PLATE TO SLAB W/ 9'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSONy HIGH STRENGTH EPDXY I" EMBED. MIN. SIMPSON SP4 19 32' O.C. MAX INT. 2—STORY L. B. W. SCALE: I/2"=1'-0' -NOTE: NO GAP a WDW FRAME t0 EXCEED 1/4" ARCHWAY DETAIL A CUTAWAY SCALE: i/2'=I'-0' 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 V FROM EACH END AND 18' EXISTING BLK ABY. O.C. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON -1/8" TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 1/16'0515 SHEATHING MIN EMBEDMENT 1 1/49 2 X 4 16' O.G. MA 8 FROM EACH END AND 18 . (WHEN OVER 16' MAX. HEIGHT.) O.G MAX. MIN 1-I/4' EMBEDMENT 2 X 4 (WHEN OVER 16' 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 16' IN HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.145 2 X SOLID BLK'G o ARCH MIN HEAD SIZE 300 SECURE W/2 -12d EACH END MIN EMBEDMENT 1 1/41) 8' FROM EACH END AND 18' ATTACHMENT PER O.G. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPECS. MTL WDW FRAME 1/4' TEMPERED MASONITE 'NOTE. NO GAP 0 WDW FRAME GLUE 4 NAIL W/Sd'S 8'-12' O.G. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL B CUTAWAY SCALE: 1/2' = I'-0' ASPHALT SHINGLES OVER " 15 FELT ON i/16" O.S.B. CONV. FRAMED RAFTERS PRE -ENG TRUSSES OR PRE -ENG GABLE TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 2x4 SPF BLOCKG BTWEEN AT FIRST USSES SEAMS)TWO BAYS 41-01 O.G. ATRSHEATHING L O.S.B. SHEATHING OR CDX PLYWOOD SECURED PER NAILING SCHEDULE 2x RIDGE ONE SIZE LANCER THAN RAFTER SIZE MIN. (3)12d NAILS OR MIN. (4) 10d GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1x8 NAILER SECURE TO TRUSSES BELOW W/ (2)12d NAILS OR (3) 10d GUN NAILS 0 EA. TRUSS RAFTER t0 TRUSS MTS -12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENG TRUSSES PRE -ENG. TRUSS M5TA-24 RAFTER TO BLK'G BETWEEN TRUSSES 1 Q CONY. MI/2 ROOFsc 0'-0' TO 30'-0" (1) 'X' BRACE 30'-1' TD 60'-0' (3) 'X' BRACE (1 'X' BRACE -9 CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) F15ERGLASS SHINGLES OVER +" 15 FELT ON 7/16' O.S.B. (2) 2X4 02 5YP DIAGONAL BRACE —� W/ 3-12d a EA TRUSS ( DIAGONAL BRACE TO COVER 5-TRU6SES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END t0 TRUSS SPF ST IFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) -1/16' OSB SHEATHING USE ad NAILS AT 4' oz. EDGE 4 6' o.c. FIELD 2X4 W/ 3/8" X 5 LAG s32" O.C. MAX. OR SIMPSON MSTA-24 0 32'O.C. MAX. SHEATHING NAILING TO BE 6"-8' D.C. IN FIELD 4" OC.*ALL EDGES W/8d NAILS SCALE: 1/2' =1' -0" FINISH -s LANDING 3/4" PLYWOOD F.F. DBL 2X6 TRUSS 24' o.c. 1/2" CLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) 12d Q EA. TRU55 2X4 SYP RAT ADJACENT -TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16' O.G. MAX. 12 M 1115 UPLIFT SIMPSOM HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL * 2350 UPLIFT (2) SIMPSOM HT51`120 ONE EA. SIDE OF TRUSS OPPOSITE SIDE OF BLOCK W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2' APART 12 TRUSS ANCHOR RETROFIT N.T.s. 3/4" PLYWOOD WITH LANDING DETAIL 4 12-D COMMONS „ NAILED THRU 3/4 FIN ISH -9 LANDING PLYWOOD INTO 3/4” PLYWOOD F.F.AG1-I 5T2f NGEi� ,� 3-2x12 5YP STRINGER ' DBL 2X12 REINFORCED W/2x4 SPF OR JOIST W/CONT. BEAD OF SUB -FLOOR ADHESIVE PL -400 OR SIMILAR EA HORIZONTAL RUN SECURE TREADS TO STRINGER EF 3" SCREWS a EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING NOTE: STAINS RISERS TO CONFORM 1 TO FBC 200-1 2R+1T = 24"-2S" 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4" +-1/4" OR PROVIDE EQUIVALENT GRASPABIL ITY WINDERS- MIN. 6" WIDE NARROW END MIN, 11" WIDTH -m 12" FROM NARROW END 34" MIN. HANDRAIL HGT. 36" MIN. FIN15H WINDER DETAIL 2X12 TREAD CUT TO FIT .--1X8 RI5ER loll v 11f ESS THAN 4" TTP. ETWEEN SPINDLES NAND RAIL 1/2" DRYW 1X10 i 1" NOSING (3) 10d CUT NAILS a 2X4 P.T.\170 SLEEPER INTO m SLAB STAIR SECTION DETAILS SCALE: 3/4" =1' -0" A R C H 1T E C TS 1441 N. RONALD REAGAJBLVD, LONGWOOD, FL 327PH: 407-774-607FAX: 407-774-407www.abdesigngroup. AA #: 0003325 h — CONT. 2x4 SPF RAT RUN I SECURED W/ (2) 12d's a EACH TRUSS 2x4 BLOCKING UNDER (2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ (3) WALL STUDS SGURE 12d's a EACH TRUSS (DIAGONAL BETWEEN TRUSS BAYS W/ X -BRACING TO COVER 5 -TRUSSES (3) 12d's EACH END 2x DOUBLE TOP PLATE" GYPSUM BOARD OR HIGH STRENGTH CLG. STUDS � 16' O.C. S NOTE: BOARD MTS -12 0 EVER STUD DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE a ANY SPAN 15'-0" OR GRATER REFER TD 2X4 Bt. PLATE TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-0" (1) X -BRACE 30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE a CENTER AND (2) DORMER BRACE DIVIDED EQUALY FROM CENTER TO END 8 ATTACHMENT SCALE: 1/2' = I' -0' 9 GABLE X—BRACING SCALE: 1/2'-V-0" 2x RIDGE ONE SIZE LANCER THAN RAFTER SIZE MIN. (3)12d NAILS OR MIN. (4) 10d GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1x8 NAILER SECURE TO TRUSSES BELOW W/ (2)12d NAILS OR (3) 10d GUN NAILS 0 EA. TRUSS RAFTER t0 TRUSS MTS -12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENG TRUSSES PRE -ENG. TRUSS M5TA-24 RAFTER TO BLK'G BETWEEN TRUSSES 1 Q CONY. MI/2 ROOFsc 0'-0' TO 30'-0" (1) 'X' BRACE 30'-1' TD 60'-0' (3) 'X' BRACE (1 'X' BRACE -9 CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) F15ERGLASS SHINGLES OVER +" 15 FELT ON 7/16' O.S.B. (2) 2X4 02 5YP DIAGONAL BRACE —� W/ 3-12d a EA TRUSS ( DIAGONAL BRACE TO COVER 5-TRU6SES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END t0 TRUSS SPF ST IFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) -1/16' OSB SHEATHING USE ad NAILS AT 4' oz. EDGE 4 6' o.c. FIELD 2X4 W/ 3/8" X 5 LAG s32" O.C. MAX. OR SIMPSON MSTA-24 0 32'O.C. MAX. SHEATHING NAILING TO BE 6"-8' D.C. IN FIELD 4" OC.*ALL EDGES W/8d NAILS SCALE: 1/2' =1' -0" FINISH -s LANDING 3/4" PLYWOOD F.F. DBL 2X6 TRUSS 24' o.c. 1/2" CLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) 12d Q EA. TRU55 2X4 SYP RAT ADJACENT -TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16' O.G. MAX. 12 M 1115 UPLIFT SIMPSOM HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL * 2350 UPLIFT (2) SIMPSOM HT51`120 ONE EA. SIDE OF TRUSS OPPOSITE SIDE OF BLOCK W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2' APART 12 TRUSS ANCHOR RETROFIT N.T.s. 3/4" PLYWOOD WITH LANDING DETAIL 4 12-D COMMONS „ NAILED THRU 3/4 FIN ISH -9 LANDING PLYWOOD INTO 3/4” PLYWOOD F.F.AG1-I 5T2f NGEi� ,� 3-2x12 5YP STRINGER ' DBL 2X12 REINFORCED W/2x4 SPF OR JOIST W/CONT. BEAD OF SUB -FLOOR ADHESIVE PL -400 OR SIMILAR EA HORIZONTAL RUN SECURE TREADS TO STRINGER EF 3" SCREWS a EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING NOTE: STAINS RISERS TO CONFORM 1 TO FBC 200-1 2R+1T = 24"-2S" 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4" +-1/4" OR PROVIDE EQUIVALENT GRASPABIL ITY WINDERS- MIN. 6" WIDE NARROW END MIN, 11" WIDTH -m 12" FROM NARROW END 34" MIN. HANDRAIL HGT. 36" MIN. FIN15H WINDER DETAIL 2X12 TREAD CUT TO FIT .--1X8 RI5ER loll v 11f ESS THAN 4" TTP. ETWEEN SPINDLES NAND RAIL 1/2" DRYW 1X10 i 1" NOSING (3) 10d CUT NAILS a 2X4 P.T.\170 SLEEPER INTO m SLAB STAIR SECTION DETAILS SCALE: 3/4" =1' -0" A R C H 1T E C TS 1441 N. RONALD REAGAJBLVD, LONGWOOD, FL 327PH: 407-774-607FAX: 407-774-407www.abdesigngroup. AA #: 0003325 h W cliC4 q w � a o a � � q z O U A m SvaDIV. & LOT: TUSCA NORTH LOT 41 PROJECT# 1'703.00 MODEL: "2190" GA'E2AGE SWING: RIGHT PAGE: misc. DETAILS ARCHITECT STATE OF FLORIDA BATE: 03/18/10 SCALE: 1/4"=1'-0" SHEET D5 O F1 6