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2237 Tulip Valley Pt 11-522 (a)It 00Elm FOR: z "w'w'w. C11 ibul b U 16 Com CBC1252212 5850 T. G. LEE BLVD. SUITE 600 ORLANDO, FI 32822 Teo (407) 850-5200 Fax: (407) 850-5300 • STATE OF FLORIDA DESIGN CRITERIA: DESCRIPTION PG ABBREVIATIONS D.R.I-4 RASE MCC)EL CHANGE6 PG 1 -FOUNDATION PLAN 4/20/09 CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 5850 T. G. LEE B LVD . SUITE 600 cc�� rr�� c� c-� ORLANDO, F L, J 2 8 2 2 TEL: � 4 0 7) 850-5200 FAX: (407) 850-5300 -FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL W/2009 SUPPLEMENT 2007 FLORIDA FIRE PREVENTION CODE • NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION •ALL LOCAL AND STATE CODES .00CUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB •MIN. INTERIOR FINISH CLASS B • BASIC WIND SPEED — 120 MPH (M/S) •1—STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES ABv. A/C ADT. ALT, BAD . CL CAB. �,�}, CI R. CONC. CPT. C.T. D. DBL. D.G. DIA• DIM. DISP. DP. DR. D S. DTL D.W. EA. ELEV, EQ. EXII. EXT. F.GJFX . F.G. FIN. PLR. FLUOR. FR. DR. FTG. GA. GAR. DISP. G.F.I. GL. GYP. BD. RB. H.C. HDR. HOT. OR HT INSUL. INT. ABOVE AIR CONDITIONING ADI'USTABLE ALTERNATE BOARD DGE CENTER LINE CABINET CEII.,ING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. LUM. M.C. MFR, �. MTD. Mn. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR- P.T. R. RAD. R.A.G. REF. RM. R.O. S.C. S.D. S.H. SHT. SHHTHG', SHwR, SIM. SL. SL. GL. STD. sws TEMP. T T.O.C. T.O.P. T.O.S. TVP. U.N.O. V.P, W. W/ WD. WDW. W/H LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER lINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE PR CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIRGRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG ET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WAU ECTIONN SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOPIC SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOQD, FLORIDA 32750 Tel: (4 \774-6078 j Fax: (407) 774-4078 SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 USED FOR DESIGN INCLUDE: *CONCRETE MASONRY RESIDENTIAL • CONSTRUCTION WOOD FRAME CONSTRUCTION ENGINEERS 7-05 • AMERICAN SOCIETY OF CIVIL ENGINEERS SQ FT. CALC.S LIVING V INCA l 1ST.) � l,lrt�4 SQ. 1`T. L I V INCA 12N2.) 1,54(o SQ. FT. TOTAL LIVING 2,120 SQ. FT, ENTR'� ELEV. ',4" # 151 SQ. 1=T, G14RAGE �42 (o SQ FT - PLAN REVIEW TOTAL ELEV. "A" 4 "5" 3203 50FT DATE CHECKED BY: 2- FIRST FLOOR PLAN S.G.D. TO MATCH ELEVATIONS "A" 4 "R" 4 UPDATED 3- SECOND FLOOR PLAN LINTEL AT KITCHEN WINDOW FOR ELEVATIONS "C" 4 W.I. WROUGHT nzoN PAT f 0 35 50. FT. 5A -ELEVATION "A" LEFT & RIGHT 9/2/09 CHANGES FROM STEVE YOUNG ADDING A/C CHASE 6AB-FLOOR FRAMING PLAN ELEVATION OPT. COVEizE2 PATIO 80 50. FT. 7AB-ROOF FRAMING PLAN ELEVATION "A" & "B" ABOVE: WALL AT MASTER SLOWER WALL A REVISIONS REV. DATE DESCRIPTION PG 11/3/08 D.R.I-4 RASE MCC)EL CHANGE6 PG 1 -FOUNDATION PLAN 4/20/09 R.L. REVISIONS - REMOVE "E" # "F" ELEVATIONS 1A -DOWEL PLAN P'LUMR-CUT 0Vr=FHANG5, RAISE RRG, HGT5, TO 1B- LINTEL SCHEDULE (CAST -CRETE) at -all ON 11,411 ELEVATIONS 1B.1- LINTEL SCHEDULE (WEKIWA) a/-1/09 RI.L. REV15IONS -REVISED ELEV "C" °D° 1B.2- LINTEL SCHEDULE (PRO -CRETE) 1"'1 a' T5. TO 3'-4" 1C -WIND LOAD CALCULATIONS 8/3/09 S.Y. REV1510N5 - LOWERED OVERHANG AT REAR 2- FIRST FLOOR PLAN S.G.D. TO MATCH ELEVATIONS "A" 4 "R" 4 UPDATED 3- SECOND FLOOR PLAN LINTEL AT KITCHEN WINDOW FOR ELEVATIONS "C" 4 4A -ELEVATION "A" FRONT & REAR "D" TO SF32, HEADER AT Go' -5" 5A -ELEVATION "A" LEFT & RIGHT 9/2/09 CHANGES FROM STEVE YOUNG ADDING A/C CHASE 6AB-FLOOR FRAMING PLAN ELEVATION "A" & "B" TO 5EpROOM 3 4 4 CLOSETS, ,4221NG S4" OPEN TO 7AB-ROOF FRAMING PLAN ELEVATION "A" & "B" ABOVE: WALL AT MASTER SLOWER WALL A 03/01/10 CONTROL C)ATE (NO SHEETS AFFECTED) 9 -SECOND FLOOR ELECTRICAL PLAN 03IM110 R. MACDONAL2 ELEVATION REV1510N5 D1 -FOUNDATION DETAILS -REVISED ELEVATION C 4 D TO S' -S" 5RG. NGT. D2-MISC. DETAILS -REMOVED GRID FROM WINDOW5, 12 ,45 "GOMM. SPECIFIC" D3 -1 -STORY WALL SECTIONS -REVISED SCORED 5AND5 TO READ A5 5TUCCO, ID A5 "COMM. SPECIFIC" D4-MISC. DETAILS -REVISED WINDOW HEIGHT T0'l'-4" ,OFF D5-MISC. DETAILS -REVISED ELEV. C/D FRONT WINDOWS TO 25-5N 03/30/10 R. MACDONALD REVISIONS -ADDED OFTIONAL 2ND LAV IN O, BATH 05!19!10 R. MACDONALD ELEC, 4 ELEVATION REVISIONS -ADDED OUTLFT FOR IRRIGATION IN GARAC3E sa YYY j -ALL STONE RETURNS TO 5E TOR ENTIRE LENGTH IF LE65 TkAN 4' 12/10/10 TR1,155 ENG. Fi2OM ACCU5f=AN ELEVATION "A" 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 4A -ELEVATION "A" FRONT & REAR PG 5A -ELEVATION "A" LEFT & RIGHT PG 6AB-FLOOR FRAMING PLAN ELEVATION "A" & "B" PG 7AB-ROOF FRAMING PLAN ELEVATION "A" & "B" 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 2- sa YYY j A R C H IT E C TS Design G ro up Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUDDIV. 8c LOT: TUSCA' NORTH LOT X14 PROJECT# 1703.00 - MODEL: "2720- A GARAGE SWING: LEFT PAGE: COVER P .AGE_ ARCHITECT - STATE OF FLORIDA CANTWELL NO 12079 PRINT DATE: 12/17/10 SCALE:I/4)$=11-0)31 SHEET C I Orl ml q GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH /MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 3/8 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 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 -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 1/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN,PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/" 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/" 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN 1/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION 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, AGI 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 31-0".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 3/4" 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, UNO. Fb = 1,500 PSI Fv = 175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4, ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3f" 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 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW, ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPUC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH 1/" 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, l" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 311.2. A R C H 1T E C TS /"`± Design Group Inc. 1441 N. KUNALU KtAUAN ULM LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com 164 AA #: 0003325 SLTBDIV. �e LOT: TUS C A NORTH LOT X14 PROJECT# 1703.00 "2720-A" GARAGE SWING -0 LEFT PAGE: GENERAL NOTES ARCHITECT STATE OF FLORIDA CANTWELL NO 12079 � BATE: 12/17/10 SCALE: 1/4"=1'-Q" SHEET OFI") I L 0 GN w 0 w uu Q o z q U � m SLTBDIV. �e LOT: TUS C A NORTH LOT X14 PROJECT# 1703.00 "2720-A" GARAGE SWING -0 LEFT PAGE: GENERAL NOTES ARCHITECT STATE OF FLORIDA CANTWELL NO 12079 � BATE: 12/17/10 SCALE: 1/4"=1'-Q" SHEET OFI") I L 0 GN 11 u 1rt'-3" -oil 15'-g" I 411 --41/2" GONGI SLA 13 ( -3 1/2" Q � 13 � DI EXTEND 1D1/2" I Dl HS ■ 4" CONC. RE INr-ORCED 11 z 1 W/(o"X(o" WIA X WIA WWM oft OR FIBERMESH ON (a -MIL. I--' 1 m' -O" ELEv. VAPOR BARRIER ON j ■ 1=1N. CONC. SLAP WEJ-L-COMPACTED I Q iLl GLEAN TERMITE L_ J z III 13 TREATED FILL OR DI APPROVED SUBSTITUTE,, �4 J (RECRUIT TT SYSTEM) 2R ■ I 121-611 201-111, v 1'-Im" 13'-O" ■ 19'-2" 25 _ ©PT. D1 4" P.V.C. I �– D 1 CHASE A/C 13 " 2'--^'I 4" °PED. - .r- FINK I _ CONG�� _ EXTEND = I ■ �n �—SLAB 1 1/2" � 2 STEEL 1 PPE 1 BOLLARD 19,-®„ 24"X24"X12" CONC. EXTENDED . N OF PVCPAD W/3 -*5 BARS 1 CHASE UP 12" ,45OVE EWG. .W. ON CHAIRS — COND. CONIC. PAD MIN. 3 COVER 2x6 WA41 LL m 1 ■ SA D1 ■ 21'-011 19 -® 1 = N D1 O' -m" ELEV. wFIN. GONG. SLAB 1 24"X24"X12" GONG. ' O PAD W/3 -*5 5AR; I ■ E.W. ON CHAIRS _ ■ MIN. 3" COVER NB 4 ( 21'-o" 1 3'-4" EXTEND 411 SLAG 1 1/2 GONC. 13 11 1 I -31/2" 5!_145 I D1 ;' D1 24 X24 XI2 GONG. -4 1/2" o PAD W/3-05 BARS E.W. ON CHAIRS MIN. 3 COVER — ■ (2 -TYP) l V41 1-41 16'-O° 18'-O" g _2" 401-01, 12'-10' FOUNDATION PLAN ELEVATIO.. "A" & "B" �_-- -- ----------r-- ----- _ l 1g'-8" V 24"5<24'X12" CONC. -3 1/2" =13 11 PAD W/3 - o5 BARS L D 1 I = D1 - ( E.W. ON CHAIRS O - `; IN MIN. 3" COVER ci I 4 .9 (4-TYP) -4 1/2L— I • I 221-011 l ,- ALJ LEVATI 99 c 99 99 99 �/ 'll 1 14'-3" 24"X24"X12" 1 1 GONG.PAD _ I W/305'5 E.W. Q 1 ON CHAIRS ' MIN. 3" COVER 118'-2 5'-2" I(o I -8 1 OPT`COVERED PATIO 14'-®" 24"X24"X12" 411 CONG.PAD LONG. 1 W/3*515 E.W. SLAB ON CHAIRS 0 1 -4 1/2" MIN, 3" COVER 1 NJ 0 (3COVER,ED PATIO A R C H I T E C T S Design Group inc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A/C SIMPSON W5 UNIT SECURE STRAP TO ROL!_ STRAP CONC. W/ (2)-3/1�"X2" OR EQUAL TAP -CONS W SECURE STRAP TO GONG. SLAB UNIT W/ (2) *8x1 1/4 5HT MTL 5CREW6 A CONNECTION 0 ]PAD DETAIL A R C H I T E C T S Design Group inc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: TUS C A NORTH LOT X14 PROJECT# 1703.00 MODEL: "2720- A" GARAGE SWING—. LEFT PAGE: OUNDATIO-N PLAN _. rARCHITECT: STATE OF FLORIDA W MES CANTWELL AR NO 12079 RINT DATE: 12/17/10 SCALE: 1/4"=1'—D" SHEET W D � � O q U e SUHDIV. & LOT: TUS C A NORTH LOT X14 PROJECT# 1703.00 MODEL: "2720- A" GARAGE SWING—. LEFT PAGE: OUNDATIO-N PLAN _. rARCHITECT: STATE OF FLORIDA W MES CANTWELL AR NO 12079 RINT DATE: 12/17/10 SCALE: 1/4"=1'—D" SHEET 1. DOWEL PLAN EY,EVA'TION „ A„ & „B„ 4 I m -,, E LES 'ATION "C" & "D" �. A R C H I T E C T S Design r0 u p nc. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 �3UHDIV. 8c LOT: TUSCA NORTH LOT X14 PROJECT 1703.00 MODEL: "2720-A GARAGE BWrk;G: LEFT PAGE: DOWEL FLAN ARCHITECT - STATE OF FLORIDA J 6 ' CANW N 9 PRINT DATE: 12/17/10 «3C AL1/4„_1,_0„ E: SFIEET I A 0rl (3 s A R C H I T E C T S r Design G ro up I nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 sysDIV & LST: TUS C A NORTH LOT X14 PRO JEC Tek 1'03.00 MODEL: "2720-A" GARAGE SWING: LEFT PAGE: LINTEL - SCHEDULE (CAST -CRETE) ARCHITECT STATE OF FLORIDA _�1r J ES CANTWELL AR NO 12079 RINT DATE: 12 /17 10 :SCALE: 1/4„-1'-0” 8HEET 0 P'l tu a � 4 to Q � 2 d 4 Z O � q (P � rh cit <1 cv sysDIV & LST: TUS C A NORTH LOT X14 PRO JEC Tek 1'03.00 MODEL: "2720-A" GARAGE SWING: LEFT PAGE: LINTEL - SCHEDULE (CAST -CRETE) ARCHITECT STATE OF FLORIDA _�1r J ES CANTWELL AR NO 12079 RINT DATE: 12 /17 10 :SCALE: 1/4„-1'-0” 8HEET 0 P'l WEE 1 WA L'�#]/ CONCRETE FIRO ,: UCT a, INC. P.O. 5OX 219 ZELLWOOD, FL 32798 (401) 886-2511 1-5fa0-&5,4-5139 FAX 407-556-0195 LINTEL No, LENGTH TYPE COMMENTS r rlaf_rrrrro:.raterrrrrl_rrf,....r>_rrrrrAr'.� SAFE GRAVITY l�:jj-fit fi1�r r.'rlrrl�r .rro,l�r 'r rlrl�rrlr�r,rrJ�rrl .%� �rrr0 of�rii�iirrilirl_rirloYrviJ_firliirifii) L-2 �� ttt�YS %� o 5/22-5-1U/0L RECE65EID L-3 4'-6" 8/leo-3-1U/0L �zYa_EZ:�_r, L-4 414o" S/IG-5-1U/0L .rrrr r7rC�lrlrlrrJ�rnrr r.pl_ri U�,i.'ol L-5 4'-6' S/149-S-lU/0L ��_IGI��111•�i L-6 4'-6" 8/lh-S-1U/0L ��Y1-��.i_�/rJyTo��/{'1CT7l:YL,ra_y7 rr L-1 4'-6' S/16-3-1U/0L ptwaet ��IIF�arxva��_s�Yrrat�r�r..r�l�xlrl,��f�;.-Yat �1�'�l�:JI�_r�L'J'a�c`;.': ->,i.:l:e>•��Ff?3"!�P�_ ��z;;�_Irrat_ L-`3 4'-6" S/lka-5-1U/0L 6773 L-10 4'-6" S/I6-3-1U/0L Recast L-11 4'-6" 5/16-°-1U/0L precast ELEVATION " L" & "P" 0 25-514 25-514 ENTRY 1 " ELEV9TION A " " & B" �,'!JkTEKIWA LINTEL]4""'HEDUL7" 8" LINTEL UPLIFT N.R. = Nat Recommended 12" LINTEL GRAVITY LINTEL SAFE LATERAL LOADS (FILE) a �_rrbrra:�l_[ofrrripJ_rii r rlaf_rrrrro:.raterrrrrl_rrf,....r>_rrrrrAr'.� SAFE GRAVITY l�:jj-fit fi1�r r.'rlrrl�r .rro,l�r 'r rlrl�rrlr�r,rrJ�rrl .%� �rrr0 of�rii�iirrilirl_rirloYrviJ_firliirifii) rr �� ttt�YS %� o wyL,�>•_r• rr .!lett•: rsr�_r..rr ..»r,l, , „� �Grgrlul coon �r•,Vr uro7�rgrr r.g�raloar� 12A2 -6-0L _r�71:'�rTr��y ram 'Z,�_Cr :r olrr7�rr 7r , ,l�rrlrr Po71 rr,v ��_��fT�t�!rSS:�lFxr:'_r �zYa_EZ:�_r, 91.1_(rrla ra�rfrilrir.r' :�rfrri_rr rl�r�tt�r,� rrr•�ttt■r•,f,,,, ,.a�rrl,.,r,� ®�14t14N1<'')ttttNtttt�L.;oY>•�I:iai__C Pretest .rrrr r7rC�lrlrlrrJ�rnrr r.pl_ri U�,i.'ol ,i ® rr �(t�YG��f7r�+u71lr^r'Y��r.�t�"S _r.7r.JM��rJk�_--i�ro�s.rLL!_r�•:•.-••rl■I�rrr,.,.,.1_rla r.7�[.1• .:off ��_IGI��111•�i _wzr..aa`z.-s.��f�_��.-s.a,_=�:lw�_r..J,. it„ate-rt:��t�j�� I a!'7�-� , r�_rrl•.�.� ®�®��r°IzYa ��Y1-��.i_�/rJyTo��/{'1CT7l:YL,ra_y7 rr r'��t`.�7• _aSurs7ii�lt7iraf'�!'^�.�I_�IS''c��Sr1F=1• '�Wl�il�iliiii�-.� wy��'l�w.-'•r�s��.al�r�^ra�r�r.a ptwaet ��IIF�arxva��_s�Yrrat�r�r..r�l�xlrl,��f�;.-Yat �1�'�l�:JI�_r�L'J'a�c`;.': ->,i.:l:e>•��Ff?3"!�P�_ ��z;;�_Irrat_ �.il__L'�]_�t sfnrol■_'irrit��'1-3-�!f'r��r�P-� 1,,,��c yn_�_.rrxrr��•r.::.la�r��=7r� ®®!1%Y+�1�;11__YCfs�_r_ 6773 f ��N'.=Y_a•_'Ac��.>•�.iC�� "®` �la�=>•k7t��IGro�FarS:ic>•�i�1:-7.�liovM->•_GI?”-xl�yrr� Recast 4'-6' la'.T_iilrt�_rrrlT,' rim �(lr:rr:.1�l.Tiiy�_c�o3:�_cr�:k_ precast _=Z]!•��i x�Ntlaw�li•'_E.:Ylai'r�:>,�farrkYl� u -1203 precast 1122 3421 11 ® ��'.r��''��IY�;I•�rrr��r Y1rEMU f-' MWt-1 Precast 1595 7' 310 � �l��iYl�_7%%1T�_F+]F1•_L'-5C'-ltF7F��'Y]I_ � !111__tI1__IY�'-!_L'C!�__�IiY�ir1G-Tr]•��NZ �'Y4__Gi[ir�_--Y�!•a�S1 _ril_�li_t �y�1;•_1y130�i�yL-L{�MINA �_=lY__rTS�_ill-� o - �-'�r_t7-SG�_�C?=fit'=L'• ,r rr MZYNo Km 7F'�E3i_lKmN00aZ7_ 1239 tar-�eees.r7immm�Ti: ��_47��?'tiSl•iG3.1,i SrC� N.R. = Nat Recommended 12" LINTEL GRAVITY NR -Hot Recd owed R" I ATFRAL TABLE LINTEL SAFE LATERAL LOADS (FILE) Leg Tv. FILAAIIN SAFE GRAVITY Total Lergth F rIwAst 75P° 12' 1219-6-0L 12A2 -6-0L P/18 -6 -OL 2/21 Plain 12/8.5-I1- 12A2 -5-1L 12Ab-5-I1- 12/1 1010 2100 Pretest 1420 9524 " b0 I k 3'•b' 16W precast Prscast 110 1400 5'410' ptwaet 32014 6125 109" loom 1200 4'-0' precast precast 1050 399e 6773 "In Y 2242 4394 I Recast 4'-6' 850 f"I of precast 30" 520 -1203 precast 1122 3421 11 180 4-8' precasi Precast 1595 7' 310 I 8 601 loom 6w_ 5'-4' Frecad Recast 1239 2 010 24W p2w 4021 k ' 5'-10' Rscaet precast 490 248E 4423 6934 450 1044 22 precast 6'-6' 430 pi et preetmood n0 *ft 5410 Frestresbed 874 1 5 %M 6226 310 ' Reatreeesd Precast 692 18 I 1 2 2821 4601 250 7'-8' Frsstm6w precast 670! 4131 2119 1 440i 4469 35 22'-0" estreeeed precast PRECAST 1480 11tostmead 41 2 623 137815 411 5030 1956 10000 Frecr6t 593 1 BM 1299 29 2315 1D &WA 3823 864 9'-4' 2415 Precast 4566 6953 10000 482 864 1615 2415 3444 4810 6963 10000 506 1124 1 3*2 PRECAST 10'4' 14 precast 991 1010 *OQ 26111 061 430 1061 10'-6" PRECAST pretest 38B w 864 514 014 231 231 2962 2962 W. -O. 5094 5094 Precast PRECAST &41 w 2121 1465 360 Dmf 1391 2121 1 2566 t2'-6' 4233 PtaI 4239 l2'-0' wo 2M7 533 341 1343 13'-4' 2316 Recast 344 124 bw 205 09 0; 02 PRECAST 14'-0' BOB precast 1264 610 1131 16 3426 2% 9426 14-8' PRECAST Precast 464 464 5 3 bw 1935 1935 277 5 W63 bw 9010 3010 W-4- PRECAST Recast 762 44 494 "1 =I 14TA 1454 1166 M-4' 2141 precast 21B 283 882 1262 N.R. NR -Hot Recd owed R" I ATFRAL TABLE LINTEL REINFORCEMENT SCHEDULE ::•: i::•LNTEL LENGTH;::::•... +' :• ... ':::•:?:;::::is?i: i:•i::::::�:RpNFDRCENENT:: :: ii i•..::::::: .:•:;•";• ::•:::::: LINTEL SAFE LATERAL LOADS (FILE) Leg Tv. FILAAIIN FILLED 21-10, F rIwAst 1900 2 t4 N.0 precast L300 24550 4'-0' precast 1010 2100 4'-b" PwAst 900 1150 4-8' precast 850 16W 5'-4" Prscast 110 1400 5'410' ptwaet 625 1200 6'-6' precast b40 1050 1'4' precast 440 890 1'-8' Recast 430 850 8'_0' precast 410 520 8'-4' precast 390 180 V-4- precasi w 680 3011 Precast 3w 6w_ II'4 Frecad 215 550 12'4' Rscaet 255 540 100" Rscaet 245 490 '4' Frecabi 270 450 I. ' precast 210 430 14.8' preetmood n0 390 15'-4' Frestresbed 165 310 ' Reatreeesd 10 920 19'-4' I Prsetresbed 130 250 20'-0' Frsstm6w 120 250 4131 "tw1 9245 35 22'-0" estreeeed 5'-r7' PRECAST t=r -mil:►._*yrs 11tostmead 1124 2 N.R = Not Rscomserldsd 5030 1956 LINTEL REINFORCEMENT SCHEDULE ::•: i::•LNTEL LENGTH;::::•... +' :• ... ':::•:?:;::::is?i: i:•i::::::�:RpNFDRCENENT:: :: ii i•..::::::: .:•:;•";• ::•:::::: :;: ;6 NCH;:;.';::•:: ):•9tNCH• •>:;::•:::t; A-RElEORCFatENia•:a•::;•Sii :'B"RENFORCENENI •;)?. 2 2-17 5'4' 2'-17 To F-9• N-8' NONE 0' 6'-17 To W4, 2 t4 NON 10000 T -r #5 NON ' 4'LIY rw To #6 M#3 14'-8' TO 15' 4" 10000 Wffir PRESTRESSED 2419 11 ,2Y� 1521 2921 7653 10000 10000 10000 10000 7/18' PRESTRESSED 4'-6' IW4' 950 27r PREMWED 50'16 REFER TO LWEL SECT10N FOR KIINFORCEMENT LOAQTIQN$ R19 IINTFI_ GRAVITY LINTEL TOTAL TYPE LENGT Z'-10' PRECAST 5" PLAIN 6021 SAFE GRAVITY LOADS (PLF) 5/5-5-01_ 8/12 -5 -OL 8/I6 -5-0L 8/20-5-0 8/2.4 -°v -0L /28 -5 -fa 8/32-5-0L 6/6 -S -IL 5/12 -S -1L 5/16 -S -1L 8/20-6-I1- 5/24-5-1L 8/25 -6 -IL 5/32-6-1L 10000 0000 1000!7 1000+0 10000 10NAl70 5491 10000 10000 10000 10000 10000 10000 3'-6" PRECAST OeW B1 FILL D N-8' 9339 10000 10000 10000 1000'0 10000 2&034011 40'11 10000 10000 10000 10000 10000 10000 4'-0' PRECAST 2690 2921 6'133 9515 10000 10000 10000 10000 1521 2921 7653 10000 10000 10000 10000 10000 4'-6' PRECAST 950 2214 50'16 1119 9284 10000 10000 10000 1396 2214 5412 ,0000 10000 10000 10000 10000 4'-8" PRECAST 490 2111 466(7 6568 8520 10000 10000 10000 1298 7111 4902 10000 10009 10000 10000 loom 5'-4' PRECAST 120 1651 1 3409 4523 6239 1656 3011 10000 1006 1(951 3556 6451 10000 10000 10000 10000 5'-10" PRECAST 510 1461 300'1 5111 was 10000 100" 10000 848 1461 3001 5111 8856 10000 10000 10000 6-'-6-` PI49=CAST 110 1232 1232 2440 2440 3934 3934 6250 6250 8589 10000 10000 10000 121000 10000 1-6' PRECAST F7 777,77M 1001 1918 2942 4346 6461 10000 10000 562 1001 1318 2942 4346 6461 10000 10000 1'-B" PRECAST 915 1649 2619 4131 6010 9245 10000) 544 915 1849 2519 4131 6-0+10 9245 1000(7 5'-r7' PRECAST t=r -mil:►._*yrs 916 1124 2602 3151 5030 1956 10000 511 91b 1124 2602 3151 5405 1958 10000 8'-4" PRECAST 864 1615 2415 3444 4566 6953 10000 482 864 1615 2415 3444 4810 6963 10000 9'-4' PRECAST 14 1361 991 2165 316-9 512 061 411 141 1361 1591 2166 3169 5124 1061 10'-6" PRECAST 349 636 6-36 1145 1145 1649 1649 2231 2231 2962 2962 3863 3683 5094 5094 11'-4' PRECAST 514 1026 1465 1364 1 2566 3305 4233 315 514 102B 1465 1964 2566 3305 4239 l2'-0' PRECAST 533 950 1343 1159 2316 2951 3134 292 533 950 1343 1183 1 2316 2951 3134 :]12'-6" PRECAST BOB B96 1264 1616 1 2151 2130 3426 211 505 898 1264 1616 2151 2130 9426 13'-4' PRECAST — 255 464 464 622 822 1151 1151 1515 1515 1935 1935 2425 2425 9010 3010 PRECAST 436 169 1013 1406 1166 2225 2141 239 496- 169 1013 1406 1166 2225 2141 14'-B' PRESTRESSED N.R. N.R. N.R. N.R. N.R. N.R_ N.R. N.R. 480 611 1234 1421 1119 2186 2662 15'-4" PRESTRESSED Np. N.R.N.K.N.R. N.R. N.R. N.R. 2 454 165 1160 1331 1660 2032 2 2453 11'-4' PRESTRESSED N.R. N.R. N.R. N.R. N.R. N.R. N.R. N.R 389 652 982 1111 1319 1611 1 1991 19'-4" PRESTRESSED N.R. N.R. N.R. N.R. N.R. N.R. N.R. N.R 339 561 843 1 960 1111 1415 1616 20'-0 PRESTRESSED N.R. N.R. N.R.N.R. N.R. N.R. N.R. N.R 325 543 512 911 1122 1345 1590 ZI'-4' PRESTRESSED NR. N.R. NR_ N.R. NR_ NR. N. R. N.R 295 500 146 840 1024 1224 1441 22'-0' PRESTRESSED N N.R. N N.R. N..3 N.R. N.R. N.R. 261 481 111 806 351 1111 1316 15 24'-0" PRESTRESSED 11 N.R 11 N.R. MX_ N.R. 31 N.R. 1 b4fa R. N.R. 5 -Tv N.R. Ira 14 N.R. 1 110w NR. • Not Kecommenoac; 19" 1 INTFI IIPI IFT NR - Not Reewrtmeedmd 8 RECESS DOOR HEADER I ATFRAI TART F RECESS DOOR HEADER LINTEL Le gt� � SAFEUPLIFT ,'t OeW B1 FILL D N-8' Precast 590 1115 4'4' precast 2860 � precast 4W 2690 4'.4' Precast 165 1350 4-e" precast 415 1240 b'-8' precast 320 950 6'-8' ptecast 250 160 1'-8' Frmcast 200 640 9'-8'I Precast 160 490 1650 SEE SCHEDULE '13' BARB - SEE SCHEDULE 14 precast 800 Il' �*''^' _^'^'' `n7+,' _►ter+' ��'*^' Precast 120 1450 9'-4' Recast 640 1210 10'4' Precast 550 1 1110 ' 1Pretest 510 1000 V-0' precast 480 950 121.6' prscaet 460 w " precast 430 850 14'.0' precast 400 am 14-8' "T 380 160 F7 777,77M precast 350 130 precast 320 630 NR.: Na Reccm wded 4 � t=r -mil:►._*yrs � rn m r 00 1•Emn7-= T� Norm=® NR - Not Reewrtmeedmd 8 RECESS DOOR HEADER I ATFRAI TART F RECESS DOOR HEADER SAFE LATERAL LOADS (PLF) Le gt� � 8� ISN � OeW B1 FILL D N-8' Precast 590 1115 4'4' precast 520 2860 4'-2' precast 4W 2690 4'.4' Precast 165 1350 4-e" precast 415 1240 b'-8' precast 320 950 6'-8' ptecast 250 160 1'-8' Frmcast 200 640 9'-8'I Precast 160 490 12"RECESS DOOR HEADER I ATFRAI TARI_F RECESS DOOR HEADER SAFE LATERAL LOADS (FILF) n Tie 12" WE6aED FLAW 12' E�Lgth 3'-8' precAet 2025 3210 4'_0' PrOrAtt my 2860 4T15 seabt 1650 2690 4'-4' precast 515 2540 4-8' Precabt 1420 2290 5'-8. Precast 1080 Iw b'-8' Precast 615 1425 7'-8" precaae 130 11w 9'_8" Precast 580 `� 1 7" 1 ATFRAI TABLE A I CH ITE C T S Design roup GInc. •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 LINTEL SAID LATERAL LOADS (FIEF) La" Rhe PLAN FILLED 21.10' fIrwAst 3500 b900 Fracaat 2400 4T15 (OPTIONAL) IOPT F'1'eeast 1950 ' I� IN �g p1ULE REINP.) FWA&L 1650 3450 1 '1/32' STIRRUPS AT 4'-0' cc precast 1550 3200 b'-4' f"uet 520 lbw 5'-10' Fracast 1160 2250 6'4' precast L000 me T.b' precast 820 1650 SEE SCHEDULE '13' BARB - SEE SCHEDULE 14 precast 800 Il' Freca6t 15 630 8'.4' Precast 120 1450 9'-4' Recast 640 1210 10'4' Precast 550 1 1110 ' 1Pretest 510 1000 V-0' precast 480 950 121.6' prscaet 460 w " precast 430 850 14'.0' precast 400 am 14-8' Recast 380 160 5'-4' precast 350 130 precast 320 630 NR.: Na Reccm wded A I CH ITE C T S Design roup GInc. •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 TYPICAL LINTEL 1) b5 CONTINUOUS I) 05 CONTINUOUS 3000 FSI CONC. FILL CONCRETE PLACED IN FIELD) 3000 PSI GONG. FILL (CONCRETE PLACED IN FIEELD) TOP LEG IBAR6, LIQ Uf�70 j � I 'TI/gg2'LEG A14AEAGSN 14•' -ISN' LE'NaTN6 LECx UP TO 14'-0' LENGTHS 1/32" STIRRUPS a 4'-0" CIC* fts / IOP LEGPT6; �k�-na �CONTINUOUS (1) OPP CONTINUOUS (OPTIONAL) IOPT (OPTIONAL) 'A' MARS (MAIN REINR) I� IN �g p1ULE REINP.) SEE SGNEDULE iv 'B' BARS - SEE SCHEDULE 1 '1/32' STIRRUPS AT 4'-0' cc �e ✓ Y s '^'KV ':: ee ee A I CH ITE C T S Design roup GInc. •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 SU13 yIV- & L.QT: TUS C A NORTH LOT X14 P'ROJEGT# 1"03.00 M03DET a: "2720—A 20—A)9 GARAGE :SWINGS': LEFT PAGE: LINTEL SCHEDULE (WEKIWA) ARCHITECT- STATE OF FLORIDA 3)�e (1) 65 CONTINUOUS TYPICAL LINTEL 8"x8" SECTION TYPICAL !LINTEL 8 x8 RECESSED SECTION -- 5'X16' KNOCKOUT 15LOCK – OPTIONAL 65T 5.1 Q fts / IOP LEGPT6; �k�-na JA S CANsTWELL N4 12079 �gTEI LAIN 4f111c4 �1H F 1 =0 1/32' STIRRUPS a 4'-0' C/C (1) 03 CONTINUOUS '^'KV ':: t TYPE p S IC N,4 I f ON ttllfp - (OPTIONAL) 1/32' STIRRUPS AT 4'-0' cc -IN . ;:.... { PTIONAL Pr8 Lu �> 'A' BARS (MAIN REINRJ NOMINAL UJII)TH/HEIGPT OF LINTEL AT.ii!:1/4 ""-1"—Q"" _f" 'A' MARS (MAIN RE INF.) SEE SCHEDULE .=kp o_ SEE SCHEDULE '13' BARB - SEE SCHEDULE 14 PLAIN OR 50L10 LINTEL SHEET Il' O o 11$1 LNo. 65 BAR'S IN UPPER W W 4 Lu 12"x8" SECTION GF ADDITIONAL- OR LOWER LINTEL CAVITY . . a b 0 a' (off � Q � 4 � � rn m 00 SU13 yIV- & L.QT: TUS C A NORTH LOT X14 P'ROJEGT# 1"03.00 M03DET a: "2720—A 20—A)9 GARAGE :SWINGS': LEFT PAGE: LINTEL SCHEDULE (WEKIWA) ARCHITECT- STATE OF FLORIDA 3)�e (1) 65 CONTINUOUS TYPICAL LINTEL 8"x8" SECTION TYPICAL !LINTEL 8 x8 RECESSED SECTION -- 5'X16' KNOCKOUT 15LOCK – OPTIONAL 65T N 4 30 P81 GONG. FIL� (CO�3NGi PLACE FIELD) •,!*., fts / IOP LEGPT6; �k�-na JA S CANsTWELL N4 12079 �gTEI LAIN 4f111c4 �1H F 1 =0 1/32' STIRRUPS a 4'-0' C/C (1) 03 CONTINUOUS '^'KV ':: t TYPE p S IC N,4 I f ON ttllfp - (OPTIONAL) 1/32' STIRRUPS AT 4'-0' cc -IN . ;:.... { PTIONAL Pr8 PRINT ]DATE* 12/17L10 �> 'A' BARS (MAIN REINRJ NOMINAL UJII)TH/HEIGPT OF LINTEL AT.ii!:1/4 ""-1"—Q"" _f" 'A' MARS (MAIN RE INF.) SEE SCHEDULE .=kp o_ SEE SCHEDULE '13' BARB - SEE SCHEDULE 14 PLAIN OR 50L10 LINTEL SHEET Il' 4 / l &A 11$1 LNo. 65 BAR'S IN UPPER 01p B I 0�'� TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 12"x8" SECTION GF ADDITIONAL- OR LOWER LINTEL CAVITY . . a PRO -CRETE LINTEL SCHEDULE LINTEL_ NO. LENGTH TYFE COMMENTS L 1 IT -4' F' -5X28 -I31/11.1 L 2 4 219552 10,005 12,457 14,910 L 3 4'-b` P-8Xib-OG/IU L 4 4'-b' P-0X1&-0G/1U L5 4'-6' F-8X1&-OG/iu L & 4'-b" P-SX16-fAG/IU L -I 4'-b' P-BXIb-OGAU L a b' -b' P-8x24-1G/IU L 5 4'-6' P-8XI&-0G/IU 1-10 4'4p' P-SXW-OG/lu L 11 4'-b' P-8X1&-OG/iu I -_.1'11 25 -9i-I 25 -SH -Ilim 0 I f2Jb2 S.L. I I CQ --•--- --------------------- T ELEVATION CONCRETE UNTEL PROPERTIES AND SPECIFICATIONS: PRODUCT DESCRIPTION: A steel reinforced concrete beam designed to be placed above an opening In a masonry wall. The primary element is a steel reinforced high strength precast concrete beam with a U-shaped cross- section, which can be grout filled (poured) or remain empty. Masonry units may be placed on top of this primary beam element and poured with grout to form a deeper section for additional load capacity (steel reinforcement may also be added). MATERIAL SPECIFICATIONS: 1. Precast, non -prestressed lintel for 8" and 12" CMU construction: 3,500 psi (fc) 2. Precast, prestressed lintel for 8" CMU construction: 6,000 psi (f'c) 3. Grout compressive strength 3,000 psi (Fg) per ASTM 0476 with maximum aggregate size of 3/8" and' a slump range from 8" to 11". 4. Concrete masonry units shall conform to ASTM C90 with a minimum 1,900 psi net area compressive strength, S. Steel reinforcement in precast lintel: ASTM A615, Grade 60. 6. Prestressing strand In precast lintel: ASTM A416, Grade 270, low relaxation. 7. Steel reinforcement added in the field: ASTM A615, Grade 40 or 60. R MnrVnr- OCTM ('77n Timor M nr G GENERAL STRUMRAL NOTES: 1. End bearing: minimum 6-1/2". 2. Full mortar joints required. 3. Lintel installation must conform to project drawings. 4. Steel reinforcing bar at bottom of lintel cavity may be added in the field. 5. Vertical reinforcement and grout may be placed in 5'/2" long notches at each lintel end,. 6. Allowable load ratings (tabular values) conform to ACI 318 and ACI 530 based upon rational analysis. 7. Mechanical anchorage provided by 7/32" dia. wire stirrups welded to the bottom longitudinal reinforcing bars. 8. Poured in place concrete may be placed above primary precast lintel as an alternate to grouted CMUs to form the composite beam. 9. Lintels with a nominal height of 8" and longer than 17' 0" meet or exceed L/180 deflection ratio. All other lintels meet or exceed L/360 deflection ratio. 10. When allowable load capacity of a precast unfilled lintel is exceeded by the deadload of grout filled composite lintel during construction, lintels shatl be shored at 8 O.C. maximum and shoring maintained until grout reaches at least 85% of its specified - strength. 11. Using the following equation, lintels shall be checked for simultaneous load stresses when a combination of vertical and horizontal loads are applied: ENTRY t l I� ELEVATION "A" & "B PRO-CRETE LINTEL SCHEDULE, Applied vertical Toad + Anolled horizontal load <_ 1.0 Safe vertical load Safe horizontal toad ALLOWABLE LOAD TABLE NOTES: 1. For beam heights not shown, use tabular values for next lower height. 2. For beam lengths not shown, use tabular values for next longer length. 3. Load ratings assume end bearings provided conform to ACT 530 and ACI 318. 4. Load ratings are expressed as uniformly applied In pounds per -linear foot. 5. Composite beam loads assume matching top and bottom field -placed steel reinforcing. 6. Load ratings are net capacity (beam dead load subtracted or added as appropriate). 7. Uplift ratings assume placement of 1 #5 vertical reinforcing bar in each beam end continuous to within 2" of the top of beam with hooks Into filled cells. S. Lateral load ratings assume grout filled cells at each end of the beam span with a minimum of 1 #5 vertical bar. 9. Tables may be used for concentrated loads by translating the applied moment into an equivalent uniformly distributed load. 10. Tabular values assume a 61/2" bearing at each end. Reduce tabular values by 200/0 for a 4" bearing. 11. When Grade 40 reinforcing is used, tabular load ratings must be reduced by 20%. F- Nominal Width Dimension (inches) -P-8X20-1G/2U Field Placed #5 Sar(s) Reinforcement (U = Uplift or G = Gravity) Nominal depth Dimension (inches) P = Poured Grout; E = Precast Only (amity) For Door Headers, depth shall be designated by a 2" reduction in nominal depth and the letters 'RDH' will be added after the nominal width. �•� ' � �I)'[�s��i�.l:Til1 � fl =rf ETi. ". SAMPLE 5ELEC E10N FROM ALLOWABLE LOA, TABLES: Product Description: P -020-015/2A and required length: T 10" (Maximum allowable span for lintel is length minus 13") Allowable Gravlty Load (per foot): 3,238# Allowable Lateral Load (per foot): 1,285# Allowable Uplift Load (per foot). 3,810# -� Field placed masonry units Field Uplift Reinforcement ("U") 1,. ` r Field -Poured grout Field placed masonry units Field -Poured grout Field placed Gravity Reinforcement ("G") • Precast Seddon (reinforced m: per typical specifications) 9' Width width and Depth attual dimensions 318" less than expressed (nominal) dimensions. GRAVITY E 8x8 X&OG I P -8X12 -0G P- -1G I MX12-1G 2`-10" (34"} PRECAST 2,$$7 a INCH LINTELP 8x8 -1u FEa-xaa ayse_�i i UPLIFT LATERAL •6-lu P -8X20 1U P -8X2' IU P -M -1-UIP-8X32-1EE 8X8 µ ®x8 A -7i 11P AX70-7 AP -W24 P-SX28 221 P 8X$2-2 5's 2'-10" - (34"} PRECAST �} 533 389 7 319 9,772 12 .224 14.677 4 219552 10,005 12,457 14,910 3'-6" (42') ECA57 7, $0 1,947 351 5,792___ 7129 a,467 2 175 4 6,983 B,721 10 438 4'-0" (48"J PR CAST 1,71\ 1,136 3 05 3 976 4,895 5,813 1,187 3 259 5,220 7114 B'515 4'-6" (S4") PRENST 11460 965 2,192 N4898 3,567 4 236 008 2,349 4 5,660 7188 S'�F" (64") PR 1,166 11632 1 191 61 3 985 5 350 8 1,226 2,749 5 479 5'-10" (70") PRECAST 1,040 733 1,061 2,028 3,238 4 448 764 1,092 2,143 3,353 4 563 6' b" (78') PRECAST 907E6512E 8,1 982 1 275 5 3 666 1010 1582 676 3 770 a INCH LINTELP 8x8 -1u FEa-xaa ayse_�i i UPLIFT LATERAL •6-lu P -8X20 1U P -8X2' IU P -M -1-UIP-8X32-1EE 8X8 µ ®x8 A -7i 11P AX70-7 AP -W24 P-SX28 221 P 8X$2-2 5's 2'-10" - (34"} PRECAST �} 533 4 074 8 203 11 335 14 294 17 253N21,212 1,761 23 171 3,487 3,467 10,396 4 074 8 203 1335 14 294 17 253 23 171 3'-6" (42"} PRECAST 2,571 1 W 4845 747 10 059 12 141 5'41 16 3fl5 2525 2,575 5,451 1994 4 845 47 10 059 1214116 3fl5 4'-D" (48") PRECAST 2,138. 1 256 3404 5 7 8 150 9943 920 19 353 2,092 2,092 3,743 1256 3 404 5 7 8150 9 943 13,353 868 (54") PRECAST 11632 1079 2 410 4 41 6 427 8 426 9 891 1315 1,642 1,642 2,727 1079 2,410 4,419 642 8 426 9 871 1 15 5'-4" (64'} PRECAST 1,481 899 1368 3,009 4,671 1 6,056 7,109 8,1 1,435 1,436 1,763 899 1,455 3,009 34 7,9 0,370- 344 -- _ -472 - 5' 10" (70") PRECAST 1,330 608 1,232 2,332 3 810 4,1389 5,739 6,5891 1,285 1,211.5 1,411 808 1,308 1 2 332 3 810 5187 6,764 8 4 6'-6" (78") PRECAST 1,027 i 734 '- 115 149E 1 2,038 1 3,608 4,470 5.2-11 1,127 Ir127 1,085 ,34 2,221 1,604 D3B 4,376 x.715 7,054 8 INCH RECESS LINTEL LATERAL LENGTH TYPE E-BX6-RDH P -8X6 -RDH ADDED #5's 3'-8" (441A) PRECAST 1,989 1,989 4,771 4'-0" (48") PRECAST 1,761 1,761 3,743 4'-4" (52") PRECAST 1,581 1,581 3,014 4'-6" (5411) PRECAST 11504 1,504 2,727 5'41 (6811) PRECAST 1,121 1,121 1,516 51•-10" (70") PRECAST 11081 1,081 1,411 6'4" (80") PRECAST 920 920 1,021 7-0" (84") PRECAST 868 868 909 7'-6" (90) PRECAST 801 801 773 9'-$" (116") PRECAST 598 598 432 8 INCH LINTIEi. G RAV ITY E -8X8 P -8X8 -OG -P-8X8-1G P-8X12-OGIP-8X1+3-OG _-_....________ P-8X12-iG P -8X16 -1G P-8X20-QG _____________««______...._--------____ P -8X20 -1G P -8X2406 P -8X24 -1G P -8X28 -OG P-8X28-iG P -8X32 -OG ._____________ P-8X32-IG LENGTH TYPE 14'-8" (176„) PRESTRESSED N/A NLA,___ ____ 393 N/A____ -",- 772 ___� NLA- ........ 1,327 _N1A____-____N�A____.____ILA____ 1,992 2 644 3,233 3 478 15'-4" „ (184) PRESTRESSED PRESTRESSED N/A N/A NLA---- ____ 365 365 •--- NLA____ - 286 ----NIA_.__ 701 N A --- -''-- 562 .__- NLA---- 1 285 _____NLA___, 1,025 -__ -----SLA--------- 1835 __«__NLA...__ 1 466 ___-SIA---- 2,436 1,951 2,980 2 389 ---- N/A ---- 3,205 2 565 174" ,� (208") { (208) 19' 4" ' " 21-4 22'-0" l (232"} 1 (256) 264" ( ) PRESTRESSED D PRESTRESSED PRESTRESSED N/A N A 1 N/A .___NIA.«,_ 231 ----N1A____ 189 N/A-- -- 168 -- NIA-___ -----457 -___ AlA_--------- 378 NIA____ ---- 339 _ _� NfA .........NLA 840 LA«__ 701 _----NLA---- 632 .........N(A-_-- 1 205 _-__.N1_A _ _____--NIA._._ 1,009 ----_N1_A--__.____NLA 912 1,606 1348 «__..._ 1 219 _---NIA---- 1,968 -___NI-_- 1,653 _« IIIA_--- 1 498 .....JA---- 2 111 _iN771--- __-- NIA-_-- 1,603 (256") PRESTRESSED PRESTRESSED N/A ----NLA---- 119 N/A ------------- 246 NSA -«__ ______ 468 ____-- SLA 680 ---- .---- �•l�' ---- 914 e ---- 1 124 N/00 1200 24'-0" l (288") LATERAL UPLIFT S INCH LINTlEL E -8X8 P -8X8 -1U P-8X8-2U� P -8X12 -1U P -8X12 -2U P�8X16.1U P-8Xt6-2i! pW 8X70-i�U P -8X20-211 p 8X24^ lU P -8X24 -2U _8X-8 �1U P -8X28 -2U P_ -8X32• -1U P -8X32 -2U LENGTH TYPE 14-8 " (176") PRESTRESSED N/A 242 --_248«-_ 332 _ _ - 396 _ 524 -672- _682 - 977 - _ 848 _ -1 356 988 _ _-- _ 1,654 1{142 1$93- 15'-4" (284") (208") PRESTRESSED PRESTRESSED N/A N/A 226 231 191 194 309 370 261 301 502 616 424 509 641 912 548 757 782 1,243 __-652 1,024 919 _ 1,587 ----773 1,294 1{056 1,812 86$____ 1,464 17' -4" 19'-4" ' 232" PRESTRESSED N/A 165 169 231 259 354 435 458 632 578 85 1 __ 655 _-_- 1,109 -_-- 762 1,237 21'-4" (256") PRESTRESSED N/A 141 _---142__-- 197 ,_ ___________ 232 312 ____ ________ -382 402 ________«««._«.---_ 552 501 732 582 -- 924 663 ---______---_ ,05 1,052 22'-0" (264") PRESTRESSED N/q 138 _ 140 - 194 225 301 356 384 513 691 __ 691 ._ 562 875 632 ,00 1 004 24'-0" (288"} PRESTRESSED N/A _ 125 -- __- 228- 181 __-- - -203 _256 - -- 32 344 -- _ -472 - _431 -, - 608 « 501 _-- 762 _-- 572 _- 884r LATERAL _LENGTH -8X8 P -8X8 ADDED #5's PRECAST P -8X28 -OG 3'-6" (42") �N/A 382 N/A VA 365 N/A N/A i 312 N/A 'N/A 267 N/A N/A 228 N/A N/A 219 N/A N/A 198 N/A DRISCOLL ENGINEERING, INC Post Office Bax 357577 Gainesville, Florida 32635-7577 Phone: (352) 331-1513 Fax: (352) 333-6996 EB#8690 S.INCH LINTEL 0-n AIIT'T*V _LENGTH TYPE P 8X16 -OG 2'-10" (34") PRECAST P -8X28 -OG 3'-6" (42") PRECAST P -8X8 -1G I 4'-0" (48") PRECAST P -8X20 -1G 4'-6" ` {54") PRECAST P -8X32 -1G 5'-4" R (64") PRECAST 7;319 9,772____ PRECAST" , ««14,677_. , 6'-6" 1 (7811) PRECAST 2,887 74" I (90") PRECAST 10 005 -8 -6" (102") PRECAST 17 363 9'-4" (11211) PRECAST 1,636 - 10'-6" i (126") PRECAST 5,195 11'-4" 9 (136") PRECAST 1i4z-__ 12'-0" I (144") PRECAST --- 4,579 13'-9" (160") PRECAST 10,438 14'-0" I (168") PRECAST 4,435 __---- _____________ 6200 141-8" (176") PRECAST 31976 (184") PRECAST 0-n AIIT'T*V 6 INCH RECESS LINTEL P -8X6 -•RDH -1U I r-Mr_Tra TVPE E -8X6 -RDH -P-8X6-RDN-2U P -8X1 UPLIFT U P-BX26-RDH-1U U P -8X26 -RDH -2U f!�SA\/?'YV P -8X8 -OG P -8X92-06 P 8X16 -OG P -8X20 -OG P -8X24 -OG P -8X28 -OG P- 8X32 -OG E -8X8 P -8X8 -1G I P -8X12 -1G IP -8X15 -1G P -8X20 -1G P -8X24 -1G P -6X28 -1G P -8X32 -1G P-8X26-RDH-iG 3,893 7;319 9,772____ -2'-10" , ««14,677_. , --_17j130......_1:�,50Z___ 967 2,887 4 219 ___ 7,557 10 005 ___iz�224___ 12,457 14,910 17 363 19 815 PRECAST 1,636 41351--- 51792__..,_...................12981467---- 5,195 7,313 ___ 9185-___..« 1i4z-__ 2,080 --__1,947 ,__ 2 175 --- 4,579 --- 6 983 8,721 10,438 12,155 13,873 4,435 __---- _____________ 6200 5,354 _____________----------------- 7,81S 3,058 31976 - 4,895 _ 5,813 «' _« 6,731 7,649 11717 _11136 1 187 "- 3 259 «_ -_ $ 220 - _ 7,114 8,515-- 9,916- 11,317 52" { ) 965 2,192 __.__._ 764_«_____ 764 3,567 4 236 __- 4L905-------- --- ---- 5574---- 1,460 1,460 - --1 Od8 -- _ -_2 2,349 _2,898 4,004 _ -5 &so - 71188- 8 371 9,553 2 563 -,_ 822 11291 21619 ,085-� .__ 51350---- --- 6-646........ 7,559 _--- 1,166 _____857_____ .___3 226 . 2f749 4,114 5,479 6,844 7,877 ---- - 5' 8" 733 1,061...... 21028 31238_ 41448 __- � 51321.__ '9,772 ,__.. 1,040 764 ____ .. 1,092 --- 2,143 3,353 4 563 875 6,982 1 092 ________________ --- 1,092 692 982 11275 21572__-- _-- 31666.___51653---- 951 901 773 - ---- 720 ----720 -------------- 1 010 ----- -------- 1,582 2,676 3,770 4,863 5,957 -- _ 582824 (80") 1,068____ 740 ------ 1602-_-- --------- 3 5{19__-- -------- 4 417---_ 760 - _605 ___ ---847 "- - __-] 092 ___-11694__ 1 780 2,688 3,595r4,503 696 ---- ---494_______ X71: 711 920 1___ 1 131__-- --- 11846__-- _-- 26211397__ --- - 702 "«_ ,._«730_««_ --__940 «_ __ 1 15 ]. 1920 2 695 471----522 ,451 ---- 3 142 4,049 "_»_ .««.-4,049 637 825 1,Oi3___ 112R3 2aQ57---- 749____ 582 ____46$ .__ _ »_655_____ ____$43--_ ---1031 1,221 2,123 2,814 - -- 12`-0" 394 557 721 885 1,081 11215____,___2c6____ -------- _-«1,503 _-- 906___. 1,116. 506 _""410 - - ---_573_-_ ____735 _ 900 1,065 71�------- 2,103 _.____15$1______ 411 563 714 867 11020___. ___ 1L .... ----1,719«___ 461 426 577 ____ 729 881 1034 1168 1,773 551 789 411 563 714 867 1,020 __ 1 174 1719 431 -------------- 426 ,_____ _____ 577 ,_«,.,.______ 729 __... 881 1,034 1,188 1 773 378 ____ __.-_____.. 587 353 564 386527 646-..- 927 603 891 670 812 955 1L099 _--_ 1,2,4?____ 340 _--___-««_..___ 399 541 683 __---_-.- 826 -__ 969 1,113 1,258 343 469 595722 849 976 11^__ _ __a»4_ 285 ___-,______________._______ .. ----- Et 355 481 6 07 734 861 988 1 116 444 564 684 804 _ - -- - 239 ._ _325 _--- - 337 - __ 456 --- -575--- -695 -_ ----- 69 . -. 935 11056" 309 422 536 649-_--_ 763---«_ __-- 877 .« 99K ---- 202 -------------- 320 -------------- 433 -------------- 547 ---- 660 ..__ 774 888 1 003 6 INCH RECESS LINTEL P -8X6 -•RDH -1U I r-Mr_Tra TVPE E -8X6 -RDH -P-8X6-RDN-2U P -8X1 UPLIFT U P-BX26-RDH-1U U P -8X26 -RDH -2U f!�SA\/?'YV ;13 INCH LINTEL U PLIIFTLATERAL P -8X6 -RDH -0G P -8X10 -RDW -OG P -8X14 RT1H-OG P -8X18 -RDH -OG P 5X22 -RDH -OG P�8X26-RDH-OG P -8X30 -RDH -OG P-8X2M1U ------------ P -8X24 -2U «^171253 17,253 E -8X6 -RDH P -8X6 -RDH -1G P -8X10 -RDH -1G P-8X14RDH-1G P-8X18-RDH-iG P -8X22 -RDH -1G P-8X26-RDH-iG P -5X30 -RDH -1G L-_ LENGTH TYPE -- -2'-10" 34" ( ) PRECAST 967 348913__--__ 41483-___-- _.,____-- ____ --5�654_Y_-- _--__«6,824 -----_ __ 7,. . _._9j166__««__ 3'-$" (44") PRECAST 1,636 ___.. _,«--_-_--_ __ 967 ___-___ 4,078 5,195 7,313 8 910 I____.......... 2,138 4 - 48" ( ) PRECAST 1,445 ---_..._ 854 3 058 --__5 f 3 517 ________ __ 4,435 __---- _____________ 6200 5,354 _____________----------------- 7,81S 6, 72 6 272 ............ , 912 7 190. _71190_..___ 10,616 (54") PRECAST11832 -1(972 ------ 1 079 854 259 4,239 • .._8,42fi __ 8,426 ___91871 __ 9 871 __ 11~3.15 _ 11,315 1,642 T I 52" { ) PRECAST 1 294 __.__._ 764_«_____ 764 2,463 __««_______________ 2,619 2 833 «-______t ______..,. 3,492 3 572 __-----1---___---- 5,238 4,312 ,_-----_--_-_.______ 6,959 5 251 .__ _-__ c _ 8,206 5 791 r.«...... 9,453 7 109 ---_.c-___-..- 7,996 8,161 -___ ---------- 9,379 1,436 1,436 726 2 228 G 2 563 -,_ 3,232 ..--�4 ----- 3 901 __ -__ 4 571 ____-71780 5 240 ' 6" (54") PRECAST 1,229 _ ---- -.--- 726. «," 2,349- --"-3177" $32---- e}gg r (78") 8r62____ ---- - 5' 8" (66") PRECAST 908 552 582 - ----- 582---«._ 1c134•».____ 1 134 1,!Oa______ -»--1,700 2,958 __________________ 2,958 4 215 ________r __ -_______.___-__...r_-..________.-----__ 4,215 5 322 5,473 6 107 -2_ ...... 6 730 5'-10" 70" ( ) PRECAST 875 562 ..______ __-- 562 --- 1 092 ________________ --- 1,092 1 538 _________�__-,_..___ 1,538 2,748 ------__--______--_,»_..____r_„_...._,.«.,«._- 2,748 3 958 3,958 4 955 _«__r_ _-.-____...__-_ 5,168 5 686 �_«--___---- 6,377 951 901 773 Q 524 978 1120 1^973_ --__ _ -----3'031---- ----- 41088 _---- -- _ 6'-8" (80") PRECAST 740 _____ 574---_«_ ,.«.. �7s_ _.__ «..__ 1 120 _~" _____1973 31531 4,©88` 5,146 --- 7' -0" ; (84") PRECAST 696 ---- ---494_______ X71: _-----1,054._-_.._ 1,691 ------ »«.,«___«____,__----_.�___..«....««.. 1691 2 683 2,683 3 675 ____._,..r_......«______.__.M9....._-. 3 675 4,667 --- - 440 440 •672 738 904 968 455847 969 1215 laLL ,____z 2 234 r--- ---- 3 142 4,049 "_»_ .««.-4,049 7' -6" (90") PRECAST 639 ----- 455------ 647- 969 ___- 1 215 2343,142---_ 1J424 ____1__»___. 1,6 A 1 633 2, 595 595 303 - -- 12`-0" 338 629 719 900 1,081 ___ __ 1 596 ______ _-- 906___. 1,116. 9'-8"1:(i:1�6")J:PRECAST 1 284 ____1_____-- 1527 1473 _-__1 _ «_-. 1,734 336 -------- 33$__-_-_- 573_ «.»«_ 71�------- ------- 908 _.____15$1______ 1,596 2 259 ;13 INCH LINTEL U PLIIFTLATERAL E -8X8 3,533 P -8X8 -1U -- P_-8X8_2U- _ - 4074 4,074 P -8X12 -1U -- - --- P -8X12 -2U __8c2fl3 8,203 P-BX16-1U -- --- P-SX16_2U 11 335-- 11 335 P -8X20 -1U --- - P -8W20 -2U --141294._ 141294 P-8X2M1U ------------ P -8X24 -2U «^171253 17,253 P-BX28-IU p -$X28 -2U ----------------------- __20,212 20,21 P -8X32 -1U --- P -8X32 -2U _ 2- ---- - 23,171 - 23,171 E -8X8 P -8X8 ADDED #5's LENGTH TYPE 3,487 3,487 10,396 -2'-10" 34" ( ) PRECAST 3'-6" _ (42") PRECAST 2,571 __ 1944 __._.4c$45__..«. 1,444 4,845 717147__ 7,747 __141059__ .__12441-- 10,059 12 141 --14,223__ 14,223 __ 16,305 _ 16,305 2,525 2,525 5,451 (4811) PRECAST 2,138 __4.cz56------ 1,256 c404 __ 3,404 __ 51777--- •-- 5,777 8,150_...... 8,150 9,`43 __ 9,943 __ 111648 11,648 131353 - 13 353 2,092. 2,092 3,743 �}' 6" (54") PRECAST11832 -1(972 ------ 1 079 2,410410 2 91419__ 4,419 6_^._« 7 ._ ,___614427 .._8,42fi __ 8,426 ___91871 __ 9 871 __ 11~3.15 _ 11,315 1,642 1,642 2,727 (64") PRECAST 1,481 899 .,..___,-..-«.._.___.c__..__,....««,___-_-.....-___a_,____- 899 1,368 1455 3, 009 3 009 4 671 4 671 6 056 __-_1_..__-__ 6,334 7 109 ---_.c-___-..- 7,996 8,161 -___ ---------- 9,379 1,436 1,436 1,763 5'-10" (70") PRECAST 1,330 -__ G8 ...... 808 11232___.__ 1,308 2,332---.-- 2,332 31810 "_ 3,610 418$9 5 287 5 739-- 6,764 _--615$9-_ 8,242 1,285 1,285 1,411 - 6'-6" (78") PRECAST 1,027 734 ---734------ 1 115 ---1_______.____L______,____________r_______ 1 221 1 491 1,604 3,038 3 038 3 808 4 376 4 470 s 5 715 5 131 ____.r_______ 7 054 1,127 1,127 1,085 --' 7'-6" (90") PRECAST PRECAST fi34 ---624____.._.95.,._.--__1_-..___ 624 1,042 1275 1367 2,025 _«.,.1 ....... 2 025 2,774 ............ 3 142 3,25S ....a«,»,,.. 4,259 ,.._ 3,736 5 376 951 901 773 Q O 427 545 ------------ 545 833 .____... 913 1 118 1,197 1401 _---1-__-_-- 1,483 2,129 2 266 2 498 r___--__ 3,225 2,867 _-___ ___-- 4,184 _ 823 823 579 `"w-- (112") PRECAST 323 495 _-- 495---- 756 ----_______.____1------- - 829 1 Q16 1,088 1,274 ------------ ----------- 1,347 1 531 1 607 2 065 1__ 2 568 2 37D ____1 ____-- 3,427 667 667 468 10'-6" (126) PRECAST 230 440 440 •672 738 904 968 _ 11135 ,- 1198 1,364 ...... 1,429 593 _ 1,561 ___f,�84-- 2,606 512 512 359 'IV -4" (136") PRECAST 376 421 421 584 -----__«_ 747 794 .------------ 962 1,004 ---------»«. 1,179 1 214 »_,_i__.____ 1 396 1J424 ____1__»___. 1,6 A 1 633 2, 595 595 303 - -- 12`-0" (144") PRECAST 318 _«,.503__»_ 503 .__ 527____.___.717__._ 707 911 _-- 906___. 1,116. ___1.095.,_ 1321 1 284 ____1_____-- 1527 1473 _-__1 _ «_-. 1,734 510 512 267 (160") PRECAST 238 360 360 440 640 598 --------- 825 755 _«_.._______- 1011 912 _.,._...... 1197 1070 ____r .___-- 1,383 1227 _-__.t ..__._ 1,570 361 361 212 210 344 ____________ 344 406 __ ----------_.----___»,...._9S�___ 612 551 789 697 967 842 1,144 1,323 --- 1,501 309 309 .309 191 A (168") PRECAST 14'.•,3" (176") PRECAST 187 168 329 ________________ 329 316 316 378 ____ __.-_____.. 587 353 564 512 757 478 727 646-..- 927 603 891 -_--781 1 097 _ 729 1055 _-..915 1 268 854 _ 1219 1,050 _- 1440 , 79 ___- --- --- 1,384 265 230 265 229 173 157 15- Mr 184 PRECAST A R C H I T E C T S Design Group inc. L'I'+1 IV. KVIVHLU KGHVI/iIV SLY v. LONGWOOD, FL 32750 PH: 407-774-6073 FAX: 407-774.4073 wvvw.abdesigngrou p.coml AA #: 0003325 lift SUBDIV & LOT: TUSCA NORTH - LOT X14 PROJECT# 1703.00 MODEL: "2720- A>> GARAC;E SWING: LEFT PAGE; LINTEL SCHEDULE- (PRO-CRETE) CHEDULE(PRO-CRETE) 00 ARCHITECT- STATE OF FLORIDA A/ 7r20 ,JAMES CANTWELL //AR NO 12079 PRINT DATE: 12/17/10 SCALE: 1/4"=V-09$ SHEET OF' o 2 11 o f= � LU w 4 0 Q O 6, Q IF - 01 A i m SUBDIV & LOT: TUSCA NORTH - LOT X14 PROJECT# 1703.00 MODEL: "2720- A>> GARAC;E SWING: LEFT PAGE; LINTEL SCHEDULE- (PRO-CRETE) CHEDULE(PRO-CRETE) 00 ARCHITECT- STATE OF FLORIDA A/ 7r20 ,JAMES CANTWELL //AR NO 12079 PRINT DATE: 12/17/10 SCALE: 1/4"=V-09$ SHEET OF' o 2 I E 0B) 16 15 1'7 3050 -SH 3050-5H 0 WIND LOAD C`AL(_�/ULATIONS 2340-5H 14 COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS; CALL # SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 1110 MPH WIND REMARKS 120 MPH WIND 1 112 16'-0 X 1'-0 GARAGE DR. 5 18.3/ -22.4 21.8/ -26.1 2 20 3068 DR 4 20,5/ -22.6 24.1/ -26.9 3 11 25-6H 4 21.1 / -223 } 25.1/ -21.3 4 11 25-514 5 21.1/ -28.0 25.01 -33.1 5 11 25-614 4 21.1 / -22.9 25.1/ -21.3 11 25-514 4 21.1 / -22.9 25.1/ -21.3 w 10 23 -SH 4 21.8/ -23.6 25.9/ -28.1 p o X �'-8' 5. G. D. 4 20.2/ -22.0 24.0/ -26.3 11 25 -SH 4 21.1 / -22.9 25.1/ -21.3 10 11 25-514 4 25.1/ 11 11 25-514 4 25.1/ -21.3 12 lro 3050 -SH 4 21.2/ -23.0 a5.a/ -a1.4 13 16 3050 -SH 4 21.2/ -23,0 m 25.2/ -27.4 14 9 2340 SH 4 21.8/ -23.6 25.9/ -28.1 15 16 3050-514 4 21.2/ -23.0 25.2/ -21.4 16 16 3050 -SH 4 21.2/ -23.0 -21.4 11 16 3050 -SH 4 21.2/ -23.0 25.2/ -21.4 18 leo 3050 -SH 5 21.2/-260 25.a/ -33.3 1921.2/ 16 3050 -SH 4 -23.0 25.2/ -21.4 CALCULATING WIND PRESSURE5 ON A GARAGE DOOR, FLORIDA 13UILDING CODE, 2001 ALLOWS THE PRESSURES TO 5E AVERAGED WHEN THE OPENING IS PARTIALLY LOCATED IN 50TH ZONE 4 AND ZONE 5 WIND PRESSURES ARE BASED ON WIND 5FEED=120MPH (3 SECOND GUST) IMPORTANCE FACTOR=1.0 EXPOSURE CATEGOR'►`'=E3 MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED BUILDING 2'-411 ZONE 5 4 p = +21.8 / -26.55 ZONE 4 p = +21.8/ -24.0 PERCENTAGE OF AREA WITHIN ZONE 4: A4= 1133' 16 =0,71 1 PERCENTAGE OF AREA. WITHIN ZONE 5: As= 4.66+ 16 =0.29 i� AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p=21.3(0.9)+21.8 (0.10) 19.62 + 2.18 21.8 psi AVERAGE NEGATIVE PRESSURE 014 GARAGE DOOR: p = -24.0 (0,71) + w 26.55(0.2'9) -1TO 5 + (-7,7) -24.75 psf. AVERAGE GARAGE DOOR PRESSURE: p = 21.3 / -24.8 A R C H I T E C T S Design Group i nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com r AA #: 0003325 SvBDiV. & LOT: TUS C A NORTH LOT X14 PRO JEC Tek 1703.00 MODEL: "2720- A" GARAGE SWING: LEFT PANE: WIND LOAD CALCULATIONS ARCHITECT: STATE OF FLORIDA J S CANTWELL AR NO 12079 PRINT DATE: 12/17/10 SCALE: 1/41)-11_0" 0 } } 0 W w d p o d q m m m SvBDiV. & LOT: TUS C A NORTH LOT X14 PRO JEC Tek 1703.00 MODEL: "2720- A" GARAGE SWING: LEFT PANE: WIND LOAD CALCULATIONS ARCHITECT: STATE OF FLORIDA J S CANTWELL AR NO 12079 PRINT DATE: 12/17/10 SCALE: 1/41)-11_0" 4 10'-0" 4x4 --- POST---- I — I I I I i I COV. PORCH I I a' -a" CLC. I I 1101 1 tLLI 1 ;11 1 COV® 1PORCH _ _ ----r - --------- 4x4 4x4 I POST P05T I I I I j I I COVERED I PATIO I 14'-0`X12'-0' I I I I I i � I I 50(05 — C OVEIRED T&ATIO' GARAGE DOOR BEYOND Kim ff 1011 1 111 1,1 I I I EGRF- � 25 -SH as I 25 -SN 25-5H OPTIONAL DENu, 0 f — x"11 25-5H 25-5H -------- I �20�8 / I I I 61 S.L. 2'-4" a'_a,l I I &'-4" rn ',- STONE,,. ELEV "D" I ENTRY ONLY S' _ a.• GLG_ ----- ' ----- ' ' fro"xl(o" 5,45E 1,-4„ W/SG? T4PERED COLUMN ASV. 401-011 J I ,f , 1E TRY ELEVATIONS 'T 95 & 55D55 ? es SQ. FT. CALC. 'S A511 SY IO'-� Tr LIVING CiST.) LIVING (2ND.) 1,174 1,54ro 50. FT. 50. FT. TOTAL LIVINCa ENTRY ELEV. "All C4ARACa -- — ---- TOTAL ELEV. "A" 4 "B" 3203 &Q. FT. PATIO OPT. COV. PATIO OPT.-GCQV. PATI' 35 50 1ro5 fI IL ---J Lu w d Lu w � Q o b � 0 2 cn o 0 I ISI DINING a" I = ISI�' ,a' ROOM I I 4) DINING 1,41 -a" GLC. _� = I I I �, ROOM �? I IIallI 10140" II �.Y B ---=RCN ---- I I I "°u- I r DEN / m DEN / I I BRDM #5 LIVING - ROOM I _ ISI 5'-S" GLCa. I I I I I GARAGE DOOR BEYOND Kim ff 1011 1 111 1,1 I I I EGRF- � 25 -SH as I 25 -SN 25-5H OPTIONAL DENu, 0 f — x"11 25-5H 25-5H -------- I �20�8 / I I I 61 S.L. 2'-4" a'_a,l I I &'-4" rn ',- STONE,,. ELEV "D" I ENTRY ONLY S' _ a.• GLG_ ----- ' ----- ' ' fro"xl(o" 5,45E 1,-4„ W/SG? T4PERED COLUMN ASV. 401-011 J I ,f , 1E TRY ELEVATIONS 'T 95 & 55D55 ? es SQ. FT. CALC. 'S A511 SY IO'-� LIVING CiST.) LIVING (2ND.) 1,174 1,54ro 50. FT. 50. FT. TOTAL LIVINCa ENTRY ELEV. "All C4ARACa 2,720 SQ. FT. 42& SCS. FT. TOTAL ELEV. "A" 4 "B" 3203 &Q. FT. PATIO OPT. COV. PATIO OPT.-GCQV. PATI' 35 50 1ro5 ; 50. FT. SQ. FT. SCQ. FT. ' i M 45 1 A511 SY IO'-� o ARCH MODEL SPECIFICATIONS G,4RAGE DRYWALL TO 5E TAPED, UNPAINTED, UNFINISHED * WINDOW SILLS TO BE OPTIONAL MASTER AND 5ECONDAR`1' BATH TO RECEIVE 3(0" MIRROR * VANITY MIRRORS TO 5E RAISED OFF 5ACK5PLA5H * ALL D OR5 ARE (0'-5" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES TO 5E WALL MOUNTED F RIOR MA50NRY L 5RG. HI=IGHT5 BRG, L.B.W. 3-1/2 iv 10-1/2" 2, ' ELEC. OUTLET --- PER ELEC. CODE ATE ,BAR DET9IL 42"pow WALL e � Q14 11 A R C H IT EC TS Design Group ine. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078w ww.a bdesigngroup.com AA #: 0003325 SLT13DIV. & LOT: TUSCA NORTH LOT X14 PROJECT# 1'703.00 MODEL.: "2720-A') C,11"ARAGE SWING: LEFT PACE: FIRST FLOOR PLAN ARCHITECT: STATE OF FLOR19A 4 JACANTWELL MiSINO 12079 PRINT DATE: 12/17/10 SCALE: 1/4"=1'-0" SHEET 0P'I W Lu w d Lu w � Q o b � 0 cn o A m � w SLT13DIV. & LOT: TUSCA NORTH LOT X14 PROJECT# 1'703.00 MODEL.: "2720-A') C,11"ARAGE SWING: LEFT PACE: FIRST FLOOR PLAN ARCHITECT: STATE OF FLOR19A 4 JACANTWELL MiSINO 12079 PRINT DATE: 12/17/10 SCALE: 1/4"=1'-0" SHEET 0P'I f. N —42" LOW WALL 2'-4" 14'-611 � � 3050-51-I 3050 -SH 1 EGRESS EGRESS NEWELL F'O5T OPTIONAL (DSTAIR, LAYOUT 3050 -SH 3050 -SN 1 EGRES5 EGRESS S' -m" CLG. K\ - - _ - - - - _ - - % o jI I I I I I I I I I I I I I OWNERS I I SUITE '-O" I-0" TYP TYP u l j SVAUL T TO I I� I i i I I I III I�4 -------- ---- I I s' -O" CLG. ARCH — OPT. HIP VAULT - e OWNER'S SUITE CALC.'S o� 1 ARCH(D 1,114 1,54(o 5Q, FT. SQ, FT. - TOTAL LIVING ENTRY ELEV. "A" 4 'B" GARAGE 2,120 51 42(+ SQ. FT, SQ, FT, 5Q. FT. TOTAL ELEV. "A" 4 IMI 3203 SQ. FT. I --I 3'710' 5'-4" 4'-0" }>' zt4x45T I� I � I I 0 ' 3.5 We ,s OWNER' S j BATH 12 r _ S' -O" cLG_ 1 ; 1 1 I W.I.C. 1 4 W � O P T . O WN E .JLC' JBATH OWNER'S SUITE r- 1 4x4— POST 41-1011 _11-111 2'-4" 12'-311 j 111sal 00, 0�!' 2340 -SN /� .J' - 2 11 40' -0" F-1 LOOR PLAN lwwma 4 m 4'-0"I MODEL SPEGIFIGATIONS * GARAGE DRYWALL TO 5E TAPED, UNPAINTED, UNFINSHED * WINDOW SILLS TO BE OPTIONAL * MASTER AND SECONDARY BATH TO RECEIVE aro" MIRROR * VANITY MIRRORS TO SE RAISED OFF 5AGG5PLA5H * ALL DOORS ARE &'-5" HIGH UNLE55 NOTED OTHERWISE. SQ. FT. CALC.'S o� 1 LIVING (16T.) LIVING l2NPJ 1,114 1,54(o SQ. FT. CALC.'S LIVING (16T.) LIVING l2NPJ 1,114 1,54(o 5Q, FT. SQ, FT. TOTAL LIVING ENTRY ELEV. "A" 4 'B" GARAGE 2,120 51 42(+ SQ. FT, SQ, FT, 5Q. FT. TOTAL ELEV. "A" 4 IMI 3203 SQ. FT. PATIO 35 SQ. FT. 11 - VARO STAIR 'nETaiL A R C H I T E C TS Des -1 n Group,„c. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti N � o W � � o 0 z z q O � � M M 00 SUBDIV. & LOT: TUSCA NORTH LOT X14 PROJECT# 1703.00 MO DIEL: "2720-A” GARAGE SWING: LEFT PAGE: SECOND FLOOR P LAN ARCHITECT* STATE OF FLORIDA ,d L1A'T'E: 12/17/10 SCALE: 1/4"=V-0" SHEET 3 wrl, 6 0 m IR 6' RAIaEID OR SCORED BANDS (DETERMINED BY COMMUN I TY1 DOOR OR WINDOW ,ELEVATION DETAIL ELEVATION DEET SCALE. 3/4"=1'-0" 0'-0" FIN. C— — AIL jSCO;RED STUCCO LOUVER 1 12 I/V TEXTURED FINISH 4'x4' GALV. 'L' -TYPE FLASHING SET IN ROOFING: GEMENT F15ERGLA55 SHINGLES OVERN FELT PAPER ON J" 0.5.8 G. SHEATHIN OR J' CDX PLYWOOD SECURED PER NAILING SCHEDULE 10'-0" 2ND FIN. FLR.,. LSU -26 2x6 RAFTERS1212 V-8" BRG. HGT_4� S�.� LUS26 W/ (4) TO LEDGER AND (2) 10d's TO 2x6 JOIST 2x6 LEDGER W/ 1/2'x8' 3 _0 A$. 32' O.C. SET IN W! lz SIMPSON HIGH STRENGTH EXPDXY W MIN EMBED. /j� O]PT. C OVERED IPAT1�0 ` SCALE: f } I 5 I I I I Y I I � I � I I 0'-0" FIN. FLR. 1 J 7PT OV. IPATIO A S. G. D. ® GABLE 5UILDING HEIGHT 26"-9" oLIf _ 14'X45" RA15ED OR SCORED SHUTTERS (DETERMINED PER COMMUNITY) 0-0 3/4' 2ND FLR. 5 — 1' -0 14'X&O" RA15ED OR SCORED SHUTTERS (DETERMINED PER COMMUNITY) 6" RAISED OR SCORED 5AND5 (DETERMINED PER COMMUNITY) 0'-0" FIN. FLR. 2x6 LEDGER SECURED W/ 1/4" x 4' LAG BOLT W/ 2' PIA. WASHER 6 16' O.G. x6 5LOCKING AS REQUIRED '-!n ;/.4" 10'-0 3/4' 2ND FIN FLR. O— $' -5" SRG. HGT. imil 0:�_ FRONT ELEVATION TEXTURED FIN15H OFF RIDGE 12 VENT �5 ,r- A I i I I REAR ELEVATION TEXTURED FIN15H 15"X24" R,415ED OR 5CORED LOUVER (DETERMINED PER COMMUNITY) 6" RAISED OR SCORED BANDS (DETERMINED PER COMMUNITY) —418'-c� 3/4" 2ND FLR. 15RG. —3(0 "X(oO" R41SED OR', 5CORED SHUTTERS (DETERMINED PER COMMUNITY) T-- 6" RAISED OR SCORED 5,4ND5 (DETERMINED PER COMMUNITY) 10'-0 3/4" 2ND FIN. FLR. 8'-S" F3RG. HGT. WINDOW STYLE DETERMINED PER COMMUNITY 6" R,415ED OR SCORED 5,4ND5 (DETERMINED PER COMMUNITY) ,�. 0'-0" FIN. 'FLR_ mve-Alow->m d410'-0 3/4" 2ND FIN. FLR. ial-S" 5RCx. HGT r dh0'-0" FIN. FLR, ARCH ITEC 7S Design Group Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroupcom IlIkk AA #: 0003325 I IN I/V TEXTURED FINISH 4'x4' GALV. 'L' -TYPE FLASHING SET IN ROOFING: GEMENT F15ERGLA55 SHINGLES OVERN FELT PAPER ON J" 0.5.8 G. SHEATHIN OR J' CDX PLYWOOD SECURED PER NAILING SCHEDULE 10'-0" 2ND FIN. FLR.,. LSU -26 2x6 RAFTERS1212 V-8" BRG. HGT_4� S�.� LUS26 W/ (4) TO LEDGER AND (2) 10d's TO 2x6 JOIST 2x6 LEDGER W/ 1/2'x8' 3 _0 A$. 32' O.C. SET IN W! lz SIMPSON HIGH STRENGTH EXPDXY W MIN EMBED. /j� O]PT. C OVERED IPAT1�0 ` SCALE: f } I 5 I I I I Y I I � I � I I 0'-0" FIN. FLR. 1 J 7PT OV. IPATIO A S. G. D. ® GABLE 5UILDING HEIGHT 26"-9" oLIf _ 14'X45" RA15ED OR SCORED SHUTTERS (DETERMINED PER COMMUNITY) 0-0 3/4' 2ND FLR. 5 — 1' -0 14'X&O" RA15ED OR SCORED SHUTTERS (DETERMINED PER COMMUNITY) 6" RAISED OR SCORED 5AND5 (DETERMINED PER COMMUNITY) 0'-0" FIN. FLR. 2x6 LEDGER SECURED W/ 1/4" x 4' LAG BOLT W/ 2' PIA. WASHER 6 16' O.G. x6 5LOCKING AS REQUIRED '-!n ;/.4" 10'-0 3/4' 2ND FIN FLR. O— $' -5" SRG. HGT. imil 0:�_ FRONT ELEVATION TEXTURED FIN15H OFF RIDGE 12 VENT �5 ,r- A I i I I REAR ELEVATION TEXTURED FIN15H 15"X24" R,415ED OR 5CORED LOUVER (DETERMINED PER COMMUNITY) 6" RAISED OR SCORED BANDS (DETERMINED PER COMMUNITY) —418'-c� 3/4" 2ND FLR. 15RG. —3(0 "X(oO" R41SED OR', 5CORED SHUTTERS (DETERMINED PER COMMUNITY) T-- 6" RAISED OR SCORED 5,4ND5 (DETERMINED PER COMMUNITY) 10'-0 3/4" 2ND FIN. FLR. 8'-S" F3RG. HGT. WINDOW STYLE DETERMINED PER COMMUNITY 6" R,415ED OR SCORED 5,4ND5 (DETERMINED PER COMMUNITY) ,�. 0'-0" FIN. 'FLR_ mve-Alow->m d410'-0 3/4" 2ND FIN. FLR. ial-S" 5RCx. HGT r dh0'-0" FIN. FLR, ARCH ITEC 7S Design Group Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroupcom IlIkk AA #: 0003325 0:�_ FRONT ELEVATION TEXTURED FIN15H OFF RIDGE 12 VENT �5 ,r- A I i I I REAR ELEVATION TEXTURED FIN15H 15"X24" R,415ED OR 5CORED LOUVER (DETERMINED PER COMMUNITY) 6" RAISED OR SCORED BANDS (DETERMINED PER COMMUNITY) —418'-c� 3/4" 2ND FLR. 15RG. —3(0 "X(oO" R41SED OR', 5CORED SHUTTERS (DETERMINED PER COMMUNITY) T-- 6" RAISED OR SCORED 5,4ND5 (DETERMINED PER COMMUNITY) 10'-0 3/4" 2ND FIN. FLR. 8'-S" F3RG. HGT. WINDOW STYLE DETERMINED PER COMMUNITY 6" R,415ED OR SCORED 5,4ND5 (DETERMINED PER COMMUNITY) ,�. 0'-0" FIN. 'FLR_ mve-Alow->m d410'-0 3/4" 2ND FIN. FLR. ial-S" 5RCx. HGT r dh0'-0" FIN. FLR, ARCH ITEC 7S Design Group Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroupcom IlIkk AA #: 0003325 SUBDIV & LOT: TUS 0 A NORTH LOT X14 PROJECT# 1'03.00 MODEL: "2720- A" GARAGE SWING: LEFT PAGE: FRONT AND REAR ELEVATIONS ) 9 A" ARCHITECT- STATE OF FLORIDA J S CANTWELL R NO 121 SIARIA0: T 12/17/10 SCALE: 1/4"-1'-0" SHEET 4 A OFl 6 W o w l Q � lu > p o 11 i O q z O I>z A � rel ctl _ cv SUBDIV & LOT: TUS 0 A NORTH LOT X14 PROJECT# 1'03.00 MODEL: "2720- A" GARAGE SWING: LEFT PAGE: FRONT AND REAR ELEVATIONS ) 9 A" ARCHITECT- STATE OF FLORIDA J S CANTWELL R NO 121 SIARIA0: T 12/17/10 SCALE: 1/4"-1'-0" SHEET 4 A OFl 6 3 s o ■ WA.— s WON■ A3 10'-0 3/4" 2NO FIN 1=LR. OL I Q' -V FIN. FL . I — ,EFT ELEVATION TEXTURED FINISH mNluolfroomammilizi RIGHT ELEi'ATION TE><TURED FINISH OPT. COVERED 5G,4LI=. 1/4'= 1'-0' ( LEFT SIM.) PATIO - - 0'-¢" FIN. FLR l ,�0]PTa COV. PATIO LEFT SIMIL,4R ARCHITECT$ Grou �g� p Inc. I N. KVIVHLU Mr./A 1411 DLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w ww.abdesigngroup.com AA #: 0003325 STJBDIV. & LOT: TUSCA NORTH LOT #14 PROJECT# 1'03.00 MO DEL• "2720-A" GARAGE SWING: LEFT PAGE: LEFT & RIG]H[T ELEVATIONS !! A !9 ARCHITECT STATE OF FLORIDA JI'AR NO 12079 LL PRINT DATE: 12/17/10 SCALE: 1/4"=V-0" 9 HEFT 5Ao3 'l 6 W > � OC � d � A U i�Z STJBDIV. & LOT: TUSCA NORTH LOT #14 PROJECT# 1'03.00 MO DEL• "2720-A" GARAGE SWING: LEFT PAGE: LEFT & RIG]H[T ELEVATIONS !! A !9 ARCHITECT STATE OF FLORIDA JI'AR NO 12079 LL PRINT DATE: 12/17/10 SCALE: 1/4"=V-0" 9 HEFT 5Ao3 'l 6 IS, HEADER SPAN CHART CONNECTOR SCHEDULE I SIMPSON STOi' Y AFF'L I GAT I ON DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) 10d x 1 1/2 1 -PLY/ (6) 16d 2 -PLY DBL 2 (10) 10d x 1 V2 1 -PLY Z O l2) META -16 (14)16d 2 -PLY (n HETA-16 (9) 10d x 1 1/2 I -PLY/ (8) lbd 2 -PLY gnp- Q HETA-20 f9) loci x I V2 I -PLY/ (a) 16d 2 -PLY 7'-0" TO 10'-V (2) HETA-20 (10) 10d x 1 1/2 1 -PLY 2r5oo(12) Trod 2 -PLY x 12 MGT + 3965 ll) 5/8' AT.R. IN HIGH STRENGTH EPDXY 1MIN. 12' EMBED), (22) 10d TO WOOD TLUO STORY AP1�LICATIoN DOWN' STAIRS HGT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD HIGH STRENGTH EXPDXY 1, -GT -3 * 10530 (2) 3/14' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD DBL 2 LTAI 1420 (12) 10d x I -1/Z' UP TO 5'-0' VGT 4040 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EM5ED), (16) SDS 1/4' X 3' TO WOOD x S (2)4TC-121.113-FLY) 'ileo/ea90 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD �D DBL 2 MTS -12 1000 (14) I(Ad x 1 1/2 /r5' 61-4" TO 511-011DBL2x12 HTS -16 1150 (fro) IOd x 1 1/2 „I T5 HTS -20 1450 (24) 10d x 1 1/2 T2 T L5TA-12 ++ 925 (10) 10d LSTA-le ++ 1235 (14) 10d 0 META -16 ++ 1315 (14) 1001 CL MSTA-24 ++ 1640 (18) IOd 2X12 5M TO 4X4 META -3b +f 2050 (26)106 I t17 MSTI-36 3e0o (36) lod x I V2 POST (2) M6TA-24 MSTI-48 5065 (48) 106 x 1 1/2 H6 050 (a) ad TO PLATES, (6) 5d TO STUDS BLK COL. TO 3'-0' SP4 Sera (6) 10d x 1 1/.2' TO STUDS MASONRY ASU -44 A33 150 (4) 10d TO BEAM (4) 10d TO POST, HCP2 645 (6) I" x 1-1/2' H10 995 ll6) ad x I-1/1 ABU 44 2200 6665 (1) 5/e' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN GONG. (12) 1601 TO WOOD; A15U 66 2300 12000 (I) 5/a' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. i' EM5ED.) IN CONC, (12)1601 TO WOOD LTTI9 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. -I' EMBED.) IN CONC„ (a)10d TO WOOD 0 LTT20 +++ 1625 (IJ I/2' A.T.R. IN HIGH 8T NGTH EPDXY, (MIN.'i' EMIBEP-) IN GONG. (2) ' 330 T TO WOO _ U z Q 3610 (1) 5/5' AT.I?. IN HIGH STRENGTH EPDXY (MIN. 'I' EMBED-) IN CONC. (I5) 10d x 1 112' TO WOOD HTT4 4235 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBED.) IN GONG. (I8) 16d x 2 0' TO WOOD 50 (1) 5/e' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN GONG. (26) 10d x 1 1/2' TO WOOD 14715 46-10 (1) 5/e' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC_ (26) 10d TO WOOD 5090 Ti-) 5/S' A.T.R. IN HIGH STRENGTH EPDXY, (MI . 7' EMBED IN COO. ow 1601 x 2 1/2 TO WOOP HHDQII-SDS 25+ 11,445 (I) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED_) IN GONG., (24)505 n' x ' WOOD SCREWS HDI 480 (1) 1/8' AA. IN HIGH ST TH EPDXY, (MIN. 1' EMIN CONC. (30U' STUD OTS TO WOOD M5HA 3.5(0/11.25 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U_ FACE; (ISAOd TO BEAM V) fl� HU50412 (WOOD) 3240 2510 (FLO (10) 16d TO HEADER, (10) Ibd TO WOOD 3140 1ROCF) W Ca HUC410 (CMU) 1810 5085 18-I/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) IOd TO WOOD z a o HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER 1:.'F RECORD FOR WRITTEN APPROVAL PRIOR TO SU56TITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT 13 GREATER THAN '1' DEEP, THE VERTICAL CELL. IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ lod COMMON NAILS CAN 5E 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. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A 15ONDIBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE i' 0 A.T.R. - A-301 ALL THREAD ROD 1812E 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 MARKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HOG 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-2000' , 'HIGH WIND -RESISTANT CONSTRUCTION 0 -44W05 -R', T-ANCHORSPEC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2000. MIN HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO I SINGL E STOi' Y AFF'L I GAT I ON SIZE 1/2" CLEAR SPAN DBL 2 x (0 UP TO 5'-4" DBL 2 x 5 TO '-0" 5'-4" -f DBL 2 x 10 7'-0" TO 10'-V DBL 2 x 12 10'-0" AND OVER TLUO STORY AP1�LICATIoN DOWN' STAIRS SIZE HIGH STRENGTH EXPDXY CLEAR SPAN DBL 2 x (o UP TO 5'-0' 51- 2 x S -O" TO (o'-4" �D DBL 2 x 10 /r5' 61-4" TO 511-011DBL2x12 � ; „I T5 S'-O'AND OVER MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO I I UN.0, 4'-11 1/2 1/2" AND UP NUMBER OF HEADER STUDS LUS26 W/ (4) 10d's LL — SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH &TUD5 � 2 II AT EACH END OF HEADER 1 HIGH STRENGTH EXPDXY 3 FRA1,lINC� NOTES: 1. HURRICANE 5TRAF'5 TO 5E MANUFACTURED 5Y SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE 45 FOLLOWS, U N.O: * TRUSS TO MASONRY"/CONCRETE SMALL IBE META -I& * FLOOR J015T TO MASONRY/CONCRETE SHALL 5E HETA-1& AT EACH END AND 32 ON GFNTER ON ,JOISTS PARALLEL TO WALL. * TRU55 TO WOOD FRAMING SHALL 15E MT5-12 3.TRU55 TO TRUSS CONNECTIONS AND HANGER5 SHALL BE DE51GNED AND SUPPLIED 5Y TRU55 MANUFACTURER, 4. REFER TO TRUSS MANUFACTURER'5 SIGNED AND 5EALED DRAWINGS FOR LOCATIONS, PROF I L E, AND SIZE OF ROOF/FL OOR TRUSSES. 5, HEADER 51~'AN CHART 4 MINIMUM WALL 4 HEADER STUD REGI. ARE STANDARD U.N.O ON FRAMING PLAN (o. MIN. 2X4 HIP CUT 51-OCKING SECURED W/3-106 GUN NAILS Olt',, 3-12d HAND DRIVES Q EA - END. CUT PITCH 4 SEVEL TO FIT TIGHT TO TRU55 A5 ICER APA REaUIREMENT5. — F8 FS — 125 FS F5 FS FS F5 FS — FS GE4 2x6 LEDGER SECURED W/ 1/4" x 4" � LAG 501-T W/ 2" DIA. WASHER .1a) 16' O.C. A LL LL LL LL LL LLm m LL'Ill� LL LL I LL LL LL LL ll FuII I I II II II II II II II II II@III II II IIXc TRUSS TO 4X4 POST - (2) HT5-20 P05T TO 5LA5 - HTT-22 TRU55 TO 4X4 POST _ (2) HT5-20 P05T TO 5LA5 — HTT-22 SECURE BM TO BLK W/HU6C410. FASTEN W/S-%,"X2" TAPCONS (4 PER FLANGE) 2X12 ESM TO 4X4 POST (2) MSTA-24 POST TO TOP OF AV MASONRY 45U-44 P Fa FTCa1 (3 -PLY) — �II F(0 14 FTG1 (3 -IDLY) I I I I 01 m LL LUS26 W/ (4) 10d's LL — LL LL LLI LLI � (2 -PLY) II II II HIGH STRENGTH EXPDXY — F8 FS — 125 FS F5 FS FS F5 FS — FS GE4 2x6 LEDGER SECURED W/ 1/4" x 4" � LAG 501-T W/ 2" DIA. WASHER .1a) 16' O.C. A LL LL LL LL LL LLm m LL'Ill� LL LL I LL LL LL LL ll FuII I I II II II II II II II II II@III II II IIXc TRUSS TO 4X4 POST - (2) HT5-20 P05T TO 5LA5 - HTT-22 TRU55 TO 4X4 POST _ (2) HT5-20 P05T TO 5LA5 — HTT-22 SECURE BM TO BLK W/HU6C410. FASTEN W/S-%,"X2" TAPCONS (4 PER FLANGE) 2X12 ESM TO 4X4 POST (2) MSTA-24 POST TO TOP OF AV MASONRY 45U-44 P Fa FTCa1 (3 -PLY) — �II F(0 14 FTG1 (3 -IDLY) FLOOR FRAMING' PLAN HLIC410 TAPCOI PER FL '118" THICK, 3 COAT CEMENT PLASTER OVER GRADI= '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 F15ERGLA55 SHINGLES OVER *15� FELT PAPER ON 1/16' 0.5.8. SHEATHING OR 1/2' CDX PLYWOOD SECURED PER NAILING SCHEDULE t10' -O' 2ND FIN. F LSU -26 2x6 RAFTERS } 12 - ±V -P" BRG. HGT. = T5 LUS26 W/ (4) 10d's F.$ — TO LEDGER AND (2) 10d's CaE3 Q I II=B4 2X6 LEDGER W/ 1/2"x8" (2 -PLY) — MAX. SET IN 51M9=50N SECURE 5M TO HIGH STRENGTH EXPDXY 6' MIN EMBED. SLK W/HUSC410. Im I PLASTER APPLIED FASTEN � S. G. � ; „I T5 TAPCONS (4 PER T2 T — — FLANGE) 2X12 5M TO 4X4 POST (2) M6TA-24 POST TO TOP OF BLK COL. TO 3'-0' MASONRY ASU -44 W/ (2) META -16 FLOOR FRAMING' PLAN HLIC410 TAPCOI PER FL '118" THICK, 3 COAT CEMENT PLASTER OVER GRADI= '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 F15ERGLA55 SHINGLES OVER *15� FELT PAPER ON 1/16' 0.5.8. SHEATHING OR 1/2' CDX PLYWOOD SECURED PER NAILING SCHEDULE t10' -O' 2ND FIN. F LSU -26 2x6 RAFTERS } 12 - ±V -P" BRG. HGT. = T5 LUS26 W/ (4) 10d's T5 — TO LEDGER AND (2) 10d's TO 2x(o J015T 2X6 LEDGER W/ 1/2"x8" THREADED ROD 32' O.G. — MAX. SET IN 51M9=50N HIGH STRENGTH EXPDXY 6' MIN EMBED. 1/2 -THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY S. G. T_1%rA. 2x6 LEDGER SECURED W/ 1/4' x 4' LAG BOLT W/ 2' DIA. WASHER 's 24' O.G. MAX 2x6 BLOCKING AS REQUIRED 1/2"=1'-011 2X10 BM TO 4X4 POST (2) M5TA-24 POST TO 5LA5 Aral l_. A 1 C 0 V. P 0 Ru" H HUC410 W/5 -3/1&'X2" TAPCONS (4 PER FLANCaE) 2XIO ESM TO 4X4 P05T (2) MSTA-24 __\ I POST TO SLAC ABU -44 W/5 -3/16'X2" TAPCONS (4 PER FLANGE) A&,COVERED y—HUC410 W/8 -3/1(0 11X2" TAPCONS (4 PER FLANGE) ACCUSPAN 12/15/10 A R C H 1T E G TS _ .'i+Fi IV. RVIVH"-v nr_nvin"ra.+�r v. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd es i gn gro u p. co m AA #: 0003325 III axiom I=sI-1 = T5 T5 — w W — T5 — I� � W c ; T5 HUC410--,. I „I T5 — W/5 -3/16'X2" TAPCONS (4 PER FLANGE) A&,COVERED y—HUC410 W/8 -3/1(0 11X2" TAPCONS (4 PER FLANGE) ACCUSPAN 12/15/10 A R C H 1T E G TS _ .'i+Fi IV. RVIVH"-v nr_nvin"ra.+�r v. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd es i gn gro u p. co m AA #: 0003325 SVBDIV. 8c LOT: TUSCA NORTH - LOT X14 PROJECT# 1"703.00 WOr)EL: »2720-A„ GARAGE SWING: LEFT PAGE - FLOOR FRAMING_ PLAN ELEV. ARCHITECT= STATE OF FLORIDA JAI'ES CANTWELL R NO 12079 PRINT 1]ATE: 12 /17 /10 SCALE: 1/4"=V-0 SHEET W W 0 (a o J z � O � U L~ 4 � dl M SVBDIV. 8c LOT: TUSCA NORTH - LOT X14 PROJECT# 1"703.00 WOr)EL: »2720-A„ GARAGE SWING: LEFT PAGE - FLOOR FRAMING_ PLAN ELEV. ARCHITECT= STATE OF FLORIDA JAI'ES CANTWELL R NO 12079 PRINT 1]ATE: 12 /17 /10 SCALE: 1/4"=V-0 SHEET HEADER SPAN CHART CONNECTOR SCHEDULE 5'-0' TO SIMPSON STORY APPLICATION DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) led x 1 1/2 I -PLY/ (6) lbd 2 -PLY m1985 Z 0 (10) led x 1 1/2 1 -PLY (2) META -16 1900 (14) I6d 2 -PLY U7 }{ETA -16 1510 (9) led x 1 1/2 1 -PLY/ (5) 16d 2 -PLY 4 HEtA-20 1510 (9) led x 11/2 1 -PLY/ (8) 16d 2 -PLY DBL 2 (2) HETA-20 2035 (10) led x 1 1/2 1 -PLY 2500 (12) 16d 2 -PLY 7'-0" TO 10'-0" MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) led TO WOOD x 12 HGT-2 + 10,390 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EM5EP), (16) led TO WOOD TWO STORY APPLICATION DOUJN STAIRS HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY IMIN. 12' EMBED), (16) led TO WOOD LTAI 1420 (12) led x 1-1/2' DBL 2 VGT 4840 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (1(0) SDS 1/4' X 3' TO WOOD UP TO 5'-0' (2)vGT(2-10I.113-FLY) '1185/5590 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SPS 1/4' X 3' TO WOOD x S MTS -12 1000 (14) 10d x 1 1/2 DBL 2 44TS-16 1150 (16) lod x 1 1/2 G'-4" TO S"-01' HTS -20 1450 (24) led x 1 1/2 x 12 LSTA-12 ++ 925 (10) 10d LSTA-18 ++ 1235 !14) led N MSTA-15 ++ 1315 (14) led CL MSTA-24 ++ 1640 (18) ICd MSTA-36 ++ 2050 (26)10d F- N MSTI-36 3800 (3(0) 10d x 1 1/2 MSTI-46 5065 (48) 106 x 1 1/2 H6 950 (5) Sd t0 PLATES, (5) 5d TO STUDS SP4 885 (6) 10d x 1 I/2' TO STUDS A33 150 (4) 10d TO BEAM (4) led TO POST. HCP2 645 (6) IOd x 1-I/2' H10 995 1161 56 x 1-1/2 A15U 44 2200 6665 () 5/8' A.T.P, IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG. (12) 16d TO WOOF U 66 2300 12000 (1)5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EME3ED.) IN CONC., (12)Ibd TO WOOL? = LTTI9 +++ 1340 (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC., (SAOd TO WOOD TT2oB +++ 1629 (I) 0' A.T.R. IN HIGH ST ENGTH EPDXY. (MIN. 1' EMBED-) IN CONC. (2) 'BOT TO WOOD 0 U Z Q '10 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED-) IN CONC. (15) led x 1 1/2' TO WOOD 3( HTT4 4235 (1) 5/5' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.J IN CONC. (18) 16d x 2 1/2' t0 WOOD 4350 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN.1" EMBED-) IN CONC. (26) led x 1 1/2' TO WOOD HtT5 4610 (l) 5/8' ATR. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC. (26) 106 TO WOOD 5090 (1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' E B ©J IN CONC. 6) 16d x I t0 WOOD HHP011-606 25+ 11,445 (1) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EM15EP-> IN GONG, (24)SDS A, x ZY WOOD SCREWS D (01/8' A.D. IN HIGH STFEMTHE OXY (MIN. 1" D.) IN GONG. (3) ' STUD BOLTS TO WOO M5HA 3.56/11.25 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T_R. IN HIGH STRENGTH EF`OXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (I5)10d TO BEAM V) w HU9C412 (WOOD) 3240 2510 (FDO (10) I601 TO HEADER, (10) Ibd TO WOOD 3140 (ROOF) W 0 HUC410) (CMU) 1810 5085 IS -1/4' x 2-3/4' TITEN ( 9 FIER FLANGE) TO CMU (10) led TO WOOD Z Q T HIGH STRENGTH EPDXY • SIMP80N "SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN Ckl.U. WALL MUST BE FILLED SOLID wl GROUT. ++ loci COMMON NAILS CAN BE SUBSTITUTED WITH led x 1 1/2' NAILS IN CONJUNCTION WITH A 239 REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. Li F - +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5OND5EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL M 1' Q A.T.R. = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY CF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL DA515 AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT)ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-200%', 'HIGH WIND -RESISTANT CONSTRUCTION C-HW05-R', T-ANCHORSPECO1, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -200'B. MINIMUM HEADER SPAN CHART STUD WALL AND HEADER REOUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO SINGLE STORY APPLICATION SIZ1= -i'-11 1/2" CLEAR SPAN DBL 2 x (o UP TO 5'-4" DBL 2 x 5 5'-4" TO 7'-0" DBL 2 x 10 7'-0" TO 10'-0" DBL 2 x 12 10'-0" ANDOVER TWO STORY APPLICATION DOUJN STAIRS 51ZE CLEAR SPAN DBL 2 x (o UP TO 5'-0' DSL 2 x S 5'-0" TO (o'-4' DBL 2 x 10 G'-4" TO S"-01' PBL 2 x 12 5'-0" ANP OVER STUD WALL AND HEADER REOUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO g'-0" U.N,O, 4'-11 1/2" -i'-11 1/2" AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUM5ER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2x12 (02 SYP) /1(0" OSB NAIL (3) 12ci -1 &"-5' O.G. TYP. 2x12 BM./HDR. FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE 5TRAP5 ARE AS FOLLOWS, UN.O: * TRU55 TO MASONRY/CONCRETE SHALL BE META -16 * FLOOR J015T TO M,450NRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON GENTER ON J015T5 PARALLEL TO WALL. * TRU55 TO WOOD FRAMING SHALL BE MT5-12 3.TRU55 TO TRU55 CONNECTION5 AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRU56 MANUFACTURER. 4, REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND 51ZE OF ROOF/FLOOR TRUSSES. S. HEADER SPAN CHART & MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD UN,O ON FRAMING PLAN (o. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-100 GUN NAILS OR 3-12d HAND DRIVES e EA. END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRU55 45 PER APA REQUIREMENTS, i TRUSS TO 4X4 POST NTS -20 POST TO BL< HTT22 TRUSS TO 4X4 POST HT5-20 POST TO SLK HTT22 Ai l�u�IWMI&I'll�al SJ5 ,r—TRUSS TO 4X4 POST NTS -20 POST TO 5LK HTT22 TRUSS TO 4X4 POST HTS -20 POST TO SLK HTT22 ACCUSPAN 12/15/2010 A R C H I T E C T S L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU33DIV. & LOT• TUSCA NORTH LOT X14 PROJECT# 1'03.00 MODEL: "2'20--A, GARAGE SWING: LEFT PAGE: ROOF FRAMING FLAN ELEV. >> A>> & >> B)) ARCHITECT- STATE OF FLORIDA CANTWELL NO 12079 RIl�TT ATE: 12 /17 /10 SCALE: 1/4 " =1' = 0" SHEET W W to ° Q P, 6] O Q U A m ti SU33DIV. & LOT• TUSCA NORTH LOT X14 PROJECT# 1'03.00 MODEL: "2'20--A, GARAGE SWING: LEFT PAGE: ROOF FRAMING FLAN ELEV. >> A>> & >> B)) ARCHITECT- STATE OF FLORIDA CANTWELL NO 12079 RIl�TT ATE: 12 /17 /10 SCALE: 1/4 " =1' = 0" SHEET I I ELECTRICAL LEGEND 5TM50L DEFINITION NOTES SWITCH 4 -WAY OPER. SD.SMOKE 20 AMP d) 1500 125V OUTLET SINGLE POLE �oi �VP 110v OUTLET W/ HARDWIRE C9-11 L9j RECESSED CAN INTER - CONNECTED 1/2 OF OUTLET VENT. FAN 1 CFM PER SQ. FT. 110V OUTLET WIRED t0 I CFM PER SQ. FT. DISCONNECT 2' LIGHT STRIP SWITCH AIR. GOND. 4' LIGHT STRIP FROM WALL EQUIPED WITH GROUND 1 ® 110V OUTLET r-AAULT I GF I Tv. (T y ) TTANT 4' FLUORESCENT 1500 4500 4 WIRE / ® T 220v OUTLET CONNECTION wP EXTERIOR GROUND FAULTGFI S rj WATERPROOF INTERRUPTER 4060 OUTLET � q SWITCH pL Gly - SWITCH 3 -WAY OPER. �;4 SWITCH 4 -WAY OPER. SD.SMOKE WALL MOUNTED LIGHT CONNECTED 1500 CEILING LIGHT 13ATT. 15AGK-UF' �oi �VP VAPOR f�00F HT W/ HARDWIRE C9-11 L9j RECESSED CAN INTER - CONNECTED 5/CO VENT. FAN 1 CFM PER SQ. FT. 500 VENT. FAN W/LIGHT I CFM PER SQ. FT. DISCONNECT 2' LIGHT STRIP LESS THEN 4 AIR. GOND. 4' LIGHT STRIP FROM WALL DISCONNECT 1 ® 4' RECESSED FLUORESCENT LIGHT 2-5UL5 WRAP AROUND I 2' FLUORESCENT Tv. JACK 4' FLUORESCENT 1500 4500 4' TRACK LIGHT 2116 ® PANEL A/C AIR HANDLER CHEAT PUMP) 1 METER O S rj SMOKEBATT' DETECTOR SACK -UP W/ INTER- TER- ELECTRICAL PLAN SERVICE BY OTHERS POWER COMPANY PEDESTAL GRADE LINE ELECTRIC,4L RISER SCALE: NTS NOTE: ELECTRICAL MATERIALS AND INSTALLATION5 SHALL COMPLY W/ APPLPCABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. LOAD CALCULATIONS: 2720 RESIDENCE "� MOUNT"ED W/ WARDWIRE QTY LIGHT INTER - SD.SMOKE DETECTOR CONNECTED 1500 OUTLET 13ATT. 15AGK-UF' 1200 TELEPHONE W/ HARDWIRE • CARBON MONOXIDE/ INTER - CONNECTED 5/CO SMOKE DETECTOR $HALL M A 500 COMBO DISTANCENOT DISCONNECT 1500 LESS THEN 4 AIR. GOND. 5000 FROM WALL ELECTRICAL PLAN SERVICE BY OTHERS POWER COMPANY PEDESTAL GRADE LINE ELECTRIC,4L RISER SCALE: NTS NOTE: ELECTRICAL MATERIALS AND INSTALLATION5 SHALL COMPLY W/ APPLPCABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. LOAD CALCULATIONS: 2720 RESIDENCE PENDANT LOAD INFORMATION QTY LIGHT VA TOTAL LAUNDRY/ WASHER NATURAL GAS 1500 1500 OUTLET I 1200 TELEPHONE DISHWASHER • JACK 1200 DISPOSAL 1 WATER HEAT. 500 MICROWAVE/ HOOD 1 DISCONNECT 1500 DRYER AIR. GOND. 5000 A/G DISCONNECT 1 12000 12000 TELEVISION I 4500 Tv. JACK 3 1500 4500 OX 2116 3 REQUIRED TO A/C AIR HANDLER CHEAT PUMP) 1 BE SUPPORTED O J -50X IN X MARKED 4060 4060 W 15ACCORDANCE � q AS SUCH FOR pL INSPECTION CEILING FAN/LIGHT REQUIRED TO SE SUPPORTED IN ACCORDANCE W/ BOX MARKED SERVICE LOAD SUMMARY DEMAND VA LESS HVAC LOAD AS SUCH FOR IST 10000 100% 10020 INSPECTION 12,019 FLOOD 4060 HEAT PUMP SUPPLEMENTAL ELEC HEAT 65% LIGHT TOTAL LOAD VA 31,bO4 VOLT 240 AMPS 132 OPTIONAL KP SECURITY KEYPAD PUSH- FOR 4p}9, BUTTON CHIMES NOTES- - * LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO F3E VERIFIED 0 HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN AL1- HA51TA5LE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI o 15LAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO SE LOCKOUT IN PANEL * BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 200-1,RE5IDENTIAL 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.G. 2008 ARTICLE 300.(13) (2) * ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE ELECTRICAL PLAN SERVICE BY OTHERS POWER COMPANY PEDESTAL GRADE LINE ELECTRIC,4L RISER SCALE: NTS NOTE: ELECTRICAL MATERIALS AND INSTALLATION5 SHALL COMPLY W/ APPLPCABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. LOAD CALCULATIONS: 2720 RESIDENCE 120/24OV, 10, 3W LOAD INFORMATION QTY VA EACH VA TOTAL LAUNDRY/ WASHER I 1500 1500 REFRIGERATOR I 1200 1200 DISHWASHER 1 1200 1200 DISPOSAL 1 500 500 MICROWAVE/ HOOD 1 1500 1500 DRYER 1 5000 5000 RANGE 1 12000 12000 WATER HEATER I 4500 4500 SMALL APPLIANCES CIRCUITS 3 1500 4500 $Q. FT. LIGHTNING/ RECEPT 6 3 WATTS 2116 3 8146 A/C AIR HANDLER CHEAT PUMP) 1 8500 8500 A/C CONDENSER (HEAT PUMP) 1 4060 4060 � q U pL TOTAL CONNECTED VA 52b08 SERVICE LOAD SUMMARY DEMAND VA LESS HVAC LOAD 40,048 IST 10000 100% 10020 REMAINDER PER NEC -220.52(5) 40% 12,019 HEAT PUMP COMPRESSOR 100% 4060 HEAT PUMP SUPPLEMENTAL ELEC HEAT 65% 5526 TOTAL LOAD VA 31,bO4 VOLT 240 AMPS 132 TUI: TO M NEMA 3R G 150 AMP. (2) 0 4/0 XHHW ALUMINUM CONDUCTORS (1) * 2/0 XHHW ALUMINUM NEUTRAL. (1) 0 4 XHHW ALUMINUM EQUIP -GRD COMBO p ISCONNECT AND METER GAN 150 AMP 120/240 VOLT 42 CIRCUITS MLO INTERSYSTEM BONDIidC- TERMINAL AT LOW VOLTAGE CONNECTIONS PHONE / DATA WEATHER PROOF Sox CABLE / TV WEATHER PROOF ROX (1) * 4 THHN/THWN COPPER SERVICE GROUND CONNECTED TO CONCRI=TE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/8"PIA X SFT LONG COPPER GROUND ROD 2" VTR 2VTR 2' 2 " VTR � I1/2 KITCHEN SINK W/ AUTO VENT lily !��►�l�i�\�e�h�l��i� %. A R C H I T E C T S Inc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 - www.abdesigngroup.com AA #: 0003325 SUMDIV. & LOT: TUS C A NORTH'-- LOT ORTH _,LOT X14 PROJECT# 1'703.00 MODEL: "2'720— A" GARAQrE SWING: LEFT PAGE: PLUMBING RISER DIAG. LP 1ST FL. LEC. LAN Woolf ARCHITECT- STATE RCHITECTSTATE OF FLORIDA CANTWELL NO 12079 DCTEt 12/17/10 SCALE: 1/4"=1'-0,?.. SHEET 0 ��1 W O � a > W � W 0 � O � � q U pL m SUMDIV. & LOT: TUS C A NORTH'-- LOT ORTH _,LOT X14 PROJECT# 1'703.00 MODEL: "2'720— A" GARAQrE SWING: LEFT PAGE: PLUMBING RISER DIAG. LP 1ST FL. LEC. LAN Woolf ARCHITECT- STATE RCHITECTSTATE OF FLORIDA CANTWELL NO 12079 DCTEt 12/17/10 SCALE: 1/4"=1'-0,?.. SHEET 0 ��1 a a ELECTRICAL LEGENLD SYMBOL DEFINITION NOTES m `IJ,I/ 12Sv OUTLET G AMP 81NGLE POLE I Ilov OUTLET 1500 REFRIGERATOR I 1200 1!2 OF OUTLET DISHWASHER 1 110V OUTLET WIRED TO D 15PO5AL 1 500 SWITCH MICROWAVE/ HOOD 1 1500 EQUIPED WITH DRYER GFI 110v OUTLET GROUND FAULT ITAM�R RESISTANT �f J 220v OUTLET WIRE W J/ WATER HEATER CONNECTION 4500 EXTERIOR GROUND FAULT GF WATERPROOF INTERRUPTER SQ. FT. LIGHTNING/ RECEPT -0 3 WATTS OUTLET 3 8148 SWITCH 1 8500 SWITCH 3 -WAY OPER. 144 SWITCH 4 -WAY OPER. WALL ll! MOUNTED LIGHT CEILING LIGHT � b o �- VAPOR VA LESS HVAC LOAD PRO\ 15T 10,000 /VP LIGHTF 409. /0- RECESSED HEAT PUMP SUPPLEMENTAL ELEC HEAT 650 CAN 0 I Ci -M PER VENT. FAN SQ. FT. VENT. FAN I CFM PER m W/LIGHT SQ. FT. 2' LIGI.4T STRIP 4' LIGHT STRIP r-� ® 4' RECESSED FLUORESCENT 2-5UL15 WRAP LIGHT AROUND _ 2'FLUORE5CENT A'FLUORESCENT h' TRACK LIGHT 0 PANEL METER SMOKE 5ATT. 13AGK-UP DETECTOR W/ HARDWIRE INtER- CONINacirEp WALL SATT. SACK -UP MOUNTED W/ HARDWIRE S.D. TER- DEt�EOR CONNECTED 5ATT. SACK -UP (Qj CARBONW/ MONOXIDE/ HARDWIRE CONNECTED `Cy S/CO SMOKE DETECTOR SHALL 5E A COM50 DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT 4 NATURAL GAS OUTLET . TELEPHONE JACK WATER HEAT. DISCONNECT A/C AIR. GOND. DISCONNECT Tv. TELEVISION JACK REQUIRED TO BE SUPPORTED J O J -BOX W/ BOACCORDANCE MARKED AS SUCH FOR INSPECTION CEILING FAN/LIGHT REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT {4P OPTIONAL SECURITY KEYPAD PUSH- FOR TPA5. BUTTON CHIMES NOTES - 4 LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO 53= VERIFIED 0 HOMEOWNER PRE -CONSTRUCTION MEETING. 4 ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI 6 ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENTA=5C 2007,RE6I0ENTIAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNI=L ON FEI=DERS * WIRING METHOD SHALL BE NON METALLIC CABLE AS N E.C. 2008 ARTICLE 300.(5) (2) d ALL RECEPTACLES TO BE TAMPER- RI=SISTANT TYPE SEU"OND FLOOR FLECTIRlu"AL PLAN LOAD CALCULATIONS: 2720 RESIDENCE 120/24OV, 10, 3W LOAD INFORMATION QTY VA EACH VA TOTAL LAUNDRY/ WASHER I 1500 1500 REFRIGERATOR I 1200 1200 DISHWASHER 1 1200 1200 D 15PO5AL 1 500 500 MICROWAVE/ HOOD 1 1500 1500 DRYER 1 5020 5000 RANGE 1 12 000 12,000 WATER HEATER 1 4500 4500 SMALL APPLIANCES CIRCUITS 3 1500 4500 SQ. FT. LIGHTNING/ RECEPT -0 3 WATTS 211b 3 8148 A/C AIR HANDLER (HEAT PUMP) 1 8500 8500 A/C CONDENSER CHEAT PUMP) 1 4060 4060 ll! � z� A � b o TOTAL CONNECTED VA 52,608 SERVICE LOAD SUMMARY DEMAND VA LESS HVAC LOAD 40,048 10000 12,019 4060 5525 15T 10,000 100910 REMAINDER PER NEC -220.82(8) 409. HEAT PUMP COMPRESSOR 100% HEAT PUMP SUPPLEMENTAL ELEC HEAT 650 TOTAL_ LOAD VA 311o04 VOLT 240 AMPS 132 BATH 0 II (10PT. OWNER'S BATH ��■Irl A R C H I T E C T S Design rV u p Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com - AA #: 0003325 SU13 JIV. & LOT: TUSCA NORTH LOT #14 PROJECT# 170e3.00 "2720—A" 2(20—A" GARAGE SWING: LEFT PAGE: 2ND - FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA L JA ES CANTWELL R NO 12079 P INT ATE: 12/17/10 SCALE: 1/4"=l'—O" N W � LLI ll! � z� A � b o Q Q � 0 m m SU13 JIV. & LOT: TUSCA NORTH LOT #14 PROJECT# 170e3.00 "2720—A" 2(20—A" GARAGE SWING: LEFT PAGE: 2ND - FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA L JA ES CANTWELL R NO 12079 P INT ATE: 12/17/10 SCALE: 1/4"=l'—O" W M (1) 05 REBAR VERTICALLY W/ CONC. d a 4' CONC, REINF. W/ 6'xb' MO WW OR ° F1150"E514 ON 6 -MIL POLY +y ETHYLENE VAPOR BARRIER ON d JELL-GGMPACTED CLEAN TERMITE TREATED FILL Xa i 4' D' 41 (2) S REMAR ON CHAIRS 1—STORY FOOTING 1 W BLOCK WALL SCALE: 1/2'-1'-0' raJ � • . 4' CONC., REINF. W/ 6'x6' 010/10 WWM OR FIBERMESH ON 4' b -MIL POLY ETHYLENE VAPOR 8` BARRIER ON WELL -COMPACTED GLEAN TERMITE TREATED FILL (1) "D REBAR ON CHAIRS 4 THICKEN EDGE SCALE= i/Z':1'-fd` C M A 41 CONC., REINF. W/ b'x6' +110,+ WWM OR FIBERMESH CN 6 -MIL POLY 4' 4' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP—UP 5NON— BEARING SCALE: 1/2'-1'-O` GRADE a • 4i e a .. 4" GGNC., R9=INF. W/ 6`x6' +h2+ lUUX1 OR ° FIBERMESH ON '150 -MIL POLY ETHYLENE VAPOR BARMIER ON WELL -COMPACTED CLEAN TERMITE mU 4, $, 8, 41 TREATED FILL 4' -5 REBAR ON CHAIR-- 9 HAIRS9 CONCRETE PAD POURED LINTEL CONT. ITYP_) tr a" CMU FILLED CELL (TYP.) 2X WALL FRAMING j4 -DOLTS MIN 51 EMBEDMENT(4) 7 X2'X1/8" WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET N JOINTS PRIOR TO FILLING?. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 1 BLOCK WALL CONNECTION SCALE: 1/1"-1'-O' .2`'' EMBED. Y I �(I) �'S REBAR SET N N HIGH "I' EMBESt1�ENGTH EPDXY D. MIN.. e ' ° 9 4' GONG, REINF. W/ b'xb" "10 WlJM OR d' FIBERMESH ON 6 -MIL POLY a A Via» ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL TYP. RETROFIT FOR OMITTED DOWELS ASCALE= I/2'=1' -O` SECURE BT_ PLATE t0 BLK W/ }" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTW EPDXY 9' EMBED. MIN. s 32' OC MAX. 4' CONC, RENF. W/ 6'x6' MO UALM OR FIBERMESH ON 6 -MIL POLY z E ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE V 4' $" ¢, TREATED FILL 1'-4' (2) IS REBAR ON CHAIRS 1—STORY FOOTING !-),)AT L.B.W. W UPLIFT SCALE: I/2' ■ I'-0" STUDS Ib' O.G. MAX D 112'o HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY V EMBED. MIN. s 32" OC MAX. > d ° o • r 4' CONC, REINF. W/ 61x6' 010 WU.M OR a FIBERMESH.ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE m U 4` ON 4' 4' TREATED FILL ' _41 (2) M5 REDAR ON CHAIRS GARAGE STEP—UP 1—STORY L. B. W. SCALE: 12"=1' -0' I I I` RECESS FOR Sfa.D. TRACK FINISH FLOOR W • 4. •aa ° a° + . + d4 ' as g,A ems: 1 O SLAB AT S. G. D. SCALE. `-- CAULK AND SEAL -GAS LINE I �' PVG SLEEVE FOR GAS LINE 0 e' CMU 1/2' DRYWALL WOOD BASE d d j FOUR CELL INSULATION 1-----R-4.2 TEXTURED FINISH .4 IIl 8' CMU ' z tL 1/2' GYP. WL. $D. ___ ,.--- WOOD BASE d a 4' CONC, REINF. W/ 6'xb' MO WW OR ° F1150"E514 ON 6 -MIL POLY +y ETHYLENE VAPOR BARRIER ON d JELL-GGMPACTED CLEAN TERMITE TREATED FILL Xa i 4' D' 41 (2) S REMAR ON CHAIRS 1—STORY FOOTING 1 W BLOCK WALL SCALE: 1/2'-1'-0' raJ � • . 4' CONC., REINF. W/ 6'x6' 010/10 WWM OR FIBERMESH ON 4' b -MIL POLY ETHYLENE VAPOR 8` BARRIER ON WELL -COMPACTED GLEAN TERMITE TREATED FILL (1) "D REBAR ON CHAIRS 4 THICKEN EDGE SCALE= i/Z':1'-fd` C M A 41 CONC., REINF. W/ b'x6' +110,+ WWM OR FIBERMESH CN 6 -MIL POLY 4' 4' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP—UP 5NON— BEARING SCALE: 1/2'-1'-O` GRADE a • 4i e a .. 4" GGNC., R9=INF. W/ 6`x6' +h2+ lUUX1 OR ° FIBERMESH ON '150 -MIL POLY ETHYLENE VAPOR BARMIER ON WELL -COMPACTED CLEAN TERMITE mU 4, $, 8, 41 TREATED FILL 4' -5 REBAR ON CHAIR-- 9 HAIRS9 CONCRETE PAD POURED LINTEL CONT. ITYP_) tr a" CMU FILLED CELL (TYP.) 2X WALL FRAMING j4 -DOLTS MIN 51 EMBEDMENT(4) 7 X2'X1/8" WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET N JOINTS PRIOR TO FILLING?. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 1 BLOCK WALL CONNECTION SCALE: 1/1"-1'-O' .2`'' EMBED. Y I �(I) �'S REBAR SET N N HIGH "I' EMBESt1�ENGTH EPDXY D. MIN.. e ' ° 9 4' GONG, REINF. W/ b'xb" "10 WlJM OR d' FIBERMESH ON 6 -MIL POLY a A Via» ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL TYP. RETROFIT FOR OMITTED DOWELS ASCALE= I/2'=1' -O` SECURE BT_ PLATE t0 BLK W/ }" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTW EPDXY 9' EMBED. MIN. s 32' OC MAX. 4' CONC, RENF. W/ 6'x6' MO UALM OR FIBERMESH ON 6 -MIL POLY z E ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE V 4' $" ¢, TREATED FILL 1'-4' (2) IS REBAR ON CHAIRS 1—STORY FOOTING !-),)AT L.B.W. W UPLIFT SCALE: I/2' ■ I'-0" STUDS Ib' O.G. MAX D 112'o HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY V EMBED. MIN. s 32" OC MAX. > d ° o • r 4' CONC, REINF. W/ 61x6' 010 WU.M OR a FIBERMESH.ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE m U 4` ON 4' 4' TREATED FILL ' _41 (2) M5 REDAR ON CHAIRS GARAGE STEP—UP 1—STORY L. B. W. SCALE: 12"=1' -0' I I I` RECESS FOR Sfa.D. TRACK FINISH FLOOR W • 4. •aa ° a° + . + d4 ' as g,A ems: 1 O SLAB AT S. G. D. SCALE. `-- CAULK AND SEAL -GAS LINE I �' PVG SLEEVE FOR GAS LINE 0 e' CMU 1/2' DRYWALL WOOD BASE d d --TEXTURED FINISH — TEXTURED FINISH R-11 INSULATION MIN. �� r R-11 INSULATION MIN. STUDS Ib` O.C. MAX STUDS Ib' O.G. MAX 1/2` GYP. WL. 5D. ill' GYP. WL. W. SECURE 15t. PLATE TO SLAB W! }" SECURE DT. PLATE TO SLAD W/ Incl WOOD BASE WOOD SASE ANCHOR BOLT W/ 2' WASHER SET IN CUT NAILS/ MASONRY NAIL • 321 O.G. EGURE Bt. PLATE TO BLK W/ }` SECURE BT. PLATE t0 BLK W1 EIN SIMPSON HIGH STRENGTH EPDXY i' MAX z ANCHOR DOLL w/ 2` WASHER SET IN ANCHOR DOLT w/ Z" WASHER SET 1 EMBED. MIN. s 32' OC MAX. i , E EMBED. HIGH STRENGTH EPDXY T' BIMPSON HIGH STRENGTH EPDXY T" 113 co 0 EMBED. MIN. s 32" OC MAX. °� p EMBED. MIN 32' OG MAX. 4 • a ° a° '+ + - ''� . • '. • � � °+ 4` GONG., REINF. W/ b'xb' "IfD UAJJM OR � a �. a 4' CONC., REINF. W/ b`xb' "lO IllUl'I OR tp � •a, d 4" CONC, REINF. W/ 6'x6` "IO UAIa"I OR ' 4' GONG, REINF. w/ b'xb' »I(a WW1M OR m ' .A • ' • � � FIBERMESH ON b -MIL POLY FIBERMESH ON to -MIL POLY FIBEfiMIESH ON b -MIL POLY FIBERMESH ON 6 -MIL POLY " ° .a ETHYLENE VAPOR BARRIER ON Z u ETHYLENE VAPOR BARRIER ON ETHYLENE VAPOR BARRIER ON • ' . �'. ' ETHYLENE VAPOR BARRIER ON *° . °d • WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE i WELL -COMPACTED CLEAN TERMITE DELL -COMPACTED CLEAN TERMITE TREATED FILL O TREATED FILL TREATED FILL TREATED FILL 4, 1,_O. U 4" 8" 4" Z ut ¢ 8 4 Q 4' b' b' 4' (3) 05 REBAR ON CHAIRS (3) 05 REBAR ON CHAIRS (2) 03 REBAR ON CHAIRS � y + � - O I -¢ 12)'15 REBAR ON CHAIRS 2—STORY FOOTING I—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING AT L. B. W. 2 AT L.B.W. W NO—UPLIFT W FRAME WALL A W FRAME WALL Seal: 1/x'=1' SCALE: 1/2'.i' -O' SCALA: (1) mb REBAR VERTICALLY W/ CONC. �� (I) 5 REBAR VERTICALLY POUR CELL W/ CONC. POUR CELL 8` CMU a' CMU Z CURB HEIGHT VARIES 5 1/i' • HEAL? OF GARAGE Wl F VARIES WITH SLOPE -� I 4' GONG, REINF. W/ b'xG" WUJM OR CI FIBEiZMESH ON 6 -MIL POLY SECURE Bt. PLATE TO SLAB W/ Y ETHYLENE VAPOR BARRIER ON ANCHOR BOLT W/ 2' WASHER SET IN EXTENDED SLAB 1 112' CURB HEIGHT VARIES tl3 CURB HEIGHT vARIES 0 TTREATED FILL WELL -COMPACTED GLEAN TERMITE SIMPSON HIGH STRENGTH EPDXY T' '`�� 1/2' RECESS FOR SERVICE DR I- O EMBED. MIN. A 3Z' OC MAX. 4 41. w a w ° QW - °.. °. -^' w • •O MITI Q . 7A. �! MTS a' .• ab > + ,b } a ,'d ; > i e3) 'r6 REBAR ON CHAIR$ •• • ell.. .•,�1 � � * +4 GCNC, REINF. W/ b xb "IfA UAUM OR4 CONC, REINF. W! 6 xb10 WWM OR b � ' :' d a , 4' CONG., REINF. W/ 6'x6' M1(d WWI'1 OR e0 °� .� FIBERMESH ON 6 -MIL POLYFIBERMESH ON b -MIL POLY _ FIBERMESH ON 6 -MIL POLYETHYLENE VAPOR BARRIER ON •ETHYLENE VAPOR BARRIER ON a •: ETHYLENE VAPOR BARRIER ON • . •, ..' WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE TREATEDWELL-COIPACTED GLEAN TERMITE O 4' b' 6' 4" TREATED FILL TREATED FILL CREATED FILL 1 '^ U z lY ¢' S' ¢ 12) 45 REBAR ON CHAIRS ] 4 6" b' 4" (2) 03 REBAR ON CHAIRS O 1 _81 (3J 15 REBAR ON CHAIRS i p I'-4' in U I'-8' GARAGE STEP—UP SLAB AT GARAGE 1—STORY FOOTING 2—STORY FOOTING 2—STORY L.B.W. SERVICE DOOR (��GARAGE A AT GARAGE A SGAL: 1/x"=1' -O' E. 1/2'=r -m SCALE: — RECESS FOR GARAGE DOOR 4' CONC, REINF. W/ b'xb' "10 WUM OR FIBER'IESH ON (P -MIL POLY ETHYLENE VAPOR BARRIER ON DELL -COMPACTED CLEAN TERMITE TREATED FILL (1) 15 REDAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: 12 NOT USED _ A 17 (1) 05 REBAR VERTICALLY W/ CONC_ POUR CELL R-4.2 INSULATION TEXTURED FINISH 8" CMU 1/2' GYP. W1L. W. WOOD BASE 4' GONG, REINF. W/ 6'x6' 010 WIIM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (3) 45 REBAR ON CHAIRS 2—STORY FOOTING (�M1 ALOE-CL 1/2 1'-0" TIE VERTICAL REDAR TO HORIZATIONAL MBAR W/ 8' HOOK GROUTED BOND BEAM / * V� . 4 + a ° .a • a. .. ° (2) 05 REBAR ON CHAIRS +d 16 GAS LINE THRU BLOCK 2 -STORY .• e !3)'15 REBAR ON CHAIRS SCALE= ,'=,'-r�' r�(1) +5 REBAR vERTICALLY W/ CONC, POUR CELL a R-42 INSULATION + a, CMU 112' GYP. WL. DD. z WOOD BASE a � � CLEANOUT REQUIRED +, 4' CONC_, REINF. W/ b'xb' +IPA WWM OR s FOR INSPECTION oe -1 ;KIN FlIDERMESH ON (P -MIL POLY ar ° n ETHYLENE VAPOR BARRIER ON E a .I WELL -COMPACTED CLEAN TERMITE a a I+ a p TREATED FILL 1 lx"' 1 14, a 0'-01 FIN. FLR. d (2) M13 REBAR a 1 -STORY . a< °'. :` ' a :°� .4 •• a a o TIE VERTICAL REBAR I (3) +'5 REBAR s 2 -STORY (1) M13 VERT_ DOWEL_ a TO HORIZATIONAL AD W/ ° LPPEBOND BEAM 6" F'VG CHASE THRU FOOTING ° a_' OUTSIDE REBAR TO BE -�' ° 'd.:r' MBAR W! B' HOOK (1) 1'S REBAR AT CORNERS A.�. - CONTINUOUS W/ 25' LAP MIN. ° • A� ^�' °. I -STORY E °' " d4" 8' 4" (2) '15 REBAR ON CHAIRS ie5 U 2 -STORY l :..a e ' 4 . I'-4" (3) S REBAR ON CHAIRS MIN. LAP PIPE THROUGH TYP. REBAR LAP 1—STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTINGAT LINTEL CORNERS W BLOCK WALL E REINFORCING SCALE: I!a'-1'-OI C SCALE: 1/1'-1'_0' SCALE: ALL ]EXTER.IO R F'OO'�']ER AT FI]L�TI ]H[ LAB' TO B]E MILT. 12 IR ,l-, � W gJ]L�TL�]CS `7C'�TRB]ED � OIL 14 NOT USED .GROUTED BOND BEAM OL VARIES PER ELEV. a ° TIE VERTICAL REBAR �To HORI2 4tIONAL + A.. REBAR W/ 8' HOOK a' VARIES PER ELEY. a GROUTED BOND BEAM ' a ;,:. .a J:A a .4 a CLEANOUT REQUIRED FOR INSPECTION X 0'-01 FN. FLR. °• 4 ' , ' a4 a .. TIE vERTICAL REBAR TO HORIZATIONAL 4 b REDAR W/ 5' HOOK HORIZONTAL/VERTICAL REINFORCING AT �+ BEARING CHANGE A R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327, PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003328 ti Pq .a a --TEXTURED FINISH — TEXTURED FINISH R-11 INSULATION MIN. �� r R-11 INSULATION MIN. STUDS Ib` O.C. MAX STUDS Ib' O.G. MAX 1/2` GYP. WL. 5D. ill' GYP. WL. W. SECURE 15t. PLATE TO SLAB W! }" SECURE DT. PLATE TO SLAD W/ Incl WOOD BASE WOOD SASE ANCHOR BOLT W/ 2' WASHER SET IN CUT NAILS/ MASONRY NAIL • 321 O.G. EGURE Bt. PLATE TO BLK W/ }` SECURE BT. PLATE t0 BLK W1 EIN SIMPSON HIGH STRENGTH EPDXY i' MAX z ANCHOR DOLL w/ 2` WASHER SET IN ANCHOR DOLT w/ Z" WASHER SET 1 EMBED. MIN. s 32' OC MAX. i , E EMBED. HIGH STRENGTH EPDXY T' BIMPSON HIGH STRENGTH EPDXY T" 113 co 0 EMBED. MIN. s 32" OC MAX. °� p EMBED. MIN 32' OG MAX. 4 • a ° a° '+ + - ''� . • '. • � � °+ 4` GONG., REINF. W/ b'xb' "IfD UAJJM OR � a �. a 4' CONC., REINF. W/ b`xb' "lO IllUl'I OR tp � •a, d 4" CONC, REINF. W/ 6'x6` "IO UAIa"I OR ' 4' GONG, REINF. w/ b'xb' »I(a WW1M OR m ' .A • ' • � � FIBERMESH ON b -MIL POLY FIBERMESH ON to -MIL POLY FIBEfiMIESH ON b -MIL POLY FIBERMESH ON 6 -MIL POLY " ° .a ETHYLENE VAPOR BARRIER ON Z u ETHYLENE VAPOR BARRIER ON ETHYLENE VAPOR BARRIER ON • ' . �'. ' ETHYLENE VAPOR BARRIER ON *° . °d • WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE i WELL -COMPACTED CLEAN TERMITE DELL -COMPACTED CLEAN TERMITE TREATED FILL O TREATED FILL TREATED FILL TREATED FILL 4, 1,_O. U 4" 8" 4" Z ut ¢ 8 4 Q 4' b' b' 4' (3) 05 REBAR ON CHAIRS (3) 05 REBAR ON CHAIRS (2) 03 REBAR ON CHAIRS � y + � - O I -¢ 12)'15 REBAR ON CHAIRS 2—STORY FOOTING I—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING AT L. B. W. 2 AT L.B.W. W NO—UPLIFT W FRAME WALL A W FRAME WALL Seal: 1/x'=1' SCALE: 1/2'.i' -O' SCALA: (1) mb REBAR VERTICALLY W/ CONC. �� (I) 5 REBAR VERTICALLY POUR CELL W/ CONC. POUR CELL 8` CMU a' CMU Z CURB HEIGHT VARIES 5 1/i' • HEAL? OF GARAGE Wl F VARIES WITH SLOPE -� I 4' GONG, REINF. W/ b'xG" WUJM OR CI FIBEiZMESH ON 6 -MIL POLY SECURE Bt. PLATE TO SLAB W/ Y ETHYLENE VAPOR BARRIER ON ANCHOR BOLT W/ 2' WASHER SET IN EXTENDED SLAB 1 112' CURB HEIGHT VARIES tl3 CURB HEIGHT vARIES 0 TTREATED FILL WELL -COMPACTED GLEAN TERMITE SIMPSON HIGH STRENGTH EPDXY T' '`�� 1/2' RECESS FOR SERVICE DR I- O EMBED. MIN. A 3Z' OC MAX. 4 41. w a w ° QW - °.. °. -^' w • •O MITI Q . 7A. �! MTS a' .• ab > + ,b } a ,'d ; > i e3) 'r6 REBAR ON CHAIR$ •• • ell.. .•,�1 � � * +4 GCNC, REINF. W/ b xb "IfA UAUM OR4 CONC, REINF. W! 6 xb10 WWM OR b � ' :' d a , 4' CONG., REINF. W/ 6'x6' M1(d WWI'1 OR e0 °� .� FIBERMESH ON 6 -MIL POLYFIBERMESH ON b -MIL POLY _ FIBERMESH ON 6 -MIL POLYETHYLENE VAPOR BARRIER ON •ETHYLENE VAPOR BARRIER ON a •: ETHYLENE VAPOR BARRIER ON • . •, ..' WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE TREATEDWELL-COIPACTED GLEAN TERMITE O 4' b' 6' 4" TREATED FILL TREATED FILL CREATED FILL 1 '^ U z lY ¢' S' ¢ 12) 45 REBAR ON CHAIRS ] 4 6" b' 4" (2) 03 REBAR ON CHAIRS O 1 _81 (3J 15 REBAR ON CHAIRS i p I'-4' in U I'-8' GARAGE STEP—UP SLAB AT GARAGE 1—STORY FOOTING 2—STORY FOOTING 2—STORY L.B.W. SERVICE DOOR (��GARAGE A AT GARAGE A SGAL: 1/x"=1' -O' E. 1/2'=r -m SCALE: — RECESS FOR GARAGE DOOR 4' CONC, REINF. W/ b'xb' "10 WUM OR FIBER'IESH ON (P -MIL POLY ETHYLENE VAPOR BARRIER ON DELL -COMPACTED CLEAN TERMITE TREATED FILL (1) 15 REDAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: 12 NOT USED _ A 17 (1) 05 REBAR VERTICALLY W/ CONC_ POUR CELL R-4.2 INSULATION TEXTURED FINISH 8" CMU 1/2' GYP. W1L. W. WOOD BASE 4' GONG, REINF. W/ 6'x6' 010 WIIM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (3) 45 REBAR ON CHAIRS 2—STORY FOOTING (�M1 ALOE-CL 1/2 1'-0" TIE VERTICAL REDAR TO HORIZATIONAL MBAR W/ 8' HOOK GROUTED BOND BEAM / * V� . 4 + a ° .a • a. .. ° (2) 05 REBAR ON CHAIRS +d 16 GAS LINE THRU BLOCK 2 -STORY .• e !3)'15 REBAR ON CHAIRS SCALE= ,'=,'-r�' r�(1) +5 REBAR vERTICALLY W/ CONC, POUR CELL a R-42 INSULATION + a, CMU 112' GYP. WL. DD. z WOOD BASE a � � CLEANOUT REQUIRED +, 4' CONC_, REINF. W/ b'xb' +IPA WWM OR s FOR INSPECTION oe -1 ;KIN FlIDERMESH ON (P -MIL POLY ar ° n ETHYLENE VAPOR BARRIER ON E a .I WELL -COMPACTED CLEAN TERMITE a a I+ a p TREATED FILL 1 lx"' 1 14, a 0'-01 FIN. FLR. d (2) M13 REBAR a 1 -STORY . a< °'. :` ' a :°� .4 •• a a o TIE VERTICAL REBAR I (3) +'5 REBAR s 2 -STORY (1) M13 VERT_ DOWEL_ a TO HORIZATIONAL AD W/ ° LPPEBOND BEAM 6" F'VG CHASE THRU FOOTING ° a_' OUTSIDE REBAR TO BE -�' ° 'd.:r' MBAR W! B' HOOK (1) 1'S REBAR AT CORNERS A.�. - CONTINUOUS W/ 25' LAP MIN. ° • A� ^�' °. I -STORY E °' " d4" 8' 4" (2) '15 REBAR ON CHAIRS ie5 U 2 -STORY l :..a e ' 4 . I'-4" (3) S REBAR ON CHAIRS MIN. LAP PIPE THROUGH TYP. REBAR LAP 1—STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTINGAT LINTEL CORNERS W BLOCK WALL E REINFORCING SCALE: I!a'-1'-OI C SCALE: 1/1'-1'_0' SCALE: ALL ]EXTER.IO R F'OO'�']ER AT FI]L�TI ]H[ LAB' TO B]E MILT. 12 IR ,l-, � W gJ]L�TL�]CS `7C'�TRB]ED � OIL 14 NOT USED .GROUTED BOND BEAM OL VARIES PER ELEV. a ° TIE VERTICAL REBAR �To HORI2 4tIONAL + A.. REBAR W/ 8' HOOK a' VARIES PER ELEY. a GROUTED BOND BEAM ' a ;,:. .a J:A a .4 a CLEANOUT REQUIRED FOR INSPECTION X 0'-01 FN. FLR. °• 4 ' , ' a4 a .. TIE vERTICAL REBAR TO HORIZATIONAL 4 b REDAR W/ 5' HOOK HORIZONTAL/VERTICAL REINFORCING AT �+ BEARING CHANGE A R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327, PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003328 ti Pq V 1.0 � C>] O � E-•1 Q 4. z q U m ti SU119DIV. & LOT: TUSCA NORTH LOT X14 PROJECT# 1703.00 MODEL: ,2720-A'' GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT --- STATE OF FLORIDA JAWS CANTWELL AR NO 12079 PRINT DATE: 12/ /10 - SCAT :1/4"=1'-0" SHEET D I oFl f 6- d PANEL ANCHOR SEALANT I! l D o SEALANT a 3/5"-EXPAN5I0N STRIP-- FREE TRIP FREE OF MORTAR PANEL ANCHOR II 1/4" EXP. BOLT TLUO PER ANCHOR d WALL F=RAME SHOLUN HERE FOR ILLUSTRATIVE PURPOSES -- -_� ONLY. LUALL FRAMING CAN BE CONCRETE, MASONRY, UJOOD STEEL OR ANY OTHER STRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION SECURE 2x6 MIN. TO BLK W/ (2),Y ANCHOR BOLT W/ 2' WASHER SET IN 51MP60N HIGH STRENGTH EPDXY 4' EMBED. SECURE 2x4 ON FLAT TO SLK W/ CUT NAILS. ® – SIDES: 2X6 GARAGE DOOR BUCK W1 (3) �"Xa" J -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'XYe, WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. 1-2X(o PT BLOCK a CENTER OF DOOR HEADER W/(1) VXa' J -BOLTS 4' EMBEDMENT W/ 2'X2"XYa' WASHER AND NUT FBI GARAGE DOOR BUCK ATTACHMENT SCALE: � NOT USED Fol LINTEL PLATE — 3/5" EXPANSION STRIP F=REE OF MORTAR -- L INTEL SEALANT TO BE MIN. 1/2' DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS BLOCK NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING 6 EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL SUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2) 1-1/4" S-4 HEX LUASHER HEAD LUITH ANTI -CORROSIVE COATING TIGHT TO SEND 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 2X4 SECURED TO GABLE END W/(2)12d*E,4. UPRIGHT 2X4 SECURED TO GABLE ENG W/(2)124 L-30,8 GABLE BLOCKING TRUSS 2x4 BLOCKING 6 EA. RAFTER L-30 EA. RAFTER H2.5 EA. RAFTER 2x4 RAFTER a 24' O.G. 2x4 FRAMING (TYP) FRAMED OVERHANG 4 N.T.5. 2X4 D5L TOP PLATE 2x4 METAL STUD 24' O.C. 1/2" DRY WALL 2X4 16' O.C. MAX 2X4 PT. BT. PLATE 1/2, AB W/ MIN. 1' EMBEDMENT 21 DIA. WASHER •,,� 32" O.C. MAX *5 REBAR CONT, (D WOOD FRAME TO BLK. g - SCALE: SPARK ARREST T-4 1/2' PER MANUFACTURER 1X2 PT, TOP OF BOX — DBL. TOP PLATE 2X4 STUD II II n II I TEXTURED FINISH OVER - PAPER BACK EXP. MET, LATH. W/ ON 0.5.8. SHEATHING OR CDX PLYWOOD PRE. ENG. TRUSS A PLAN VIEW SCALE: 1/2'= 1' -0' 51MP50N 14-5 (MIN.) 9 2X4 t0 TRU55 PRE. ENG. TRUSS SP4 OR H-5 TOP PLATE TO STUDS 2'-0" ABv. 10'-0' LEvEL TO ROOF TOR 2'-0" ABv_ HIGHEST RIDGE WITHIN 10'-0' SIMPSON H-5 (MIN.) a 2X4 TO TRUSS 1 CHIMNEY DETAILS SCALE: PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS g 16' O.G. MAX SIMP50N L5TA-12 a EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS -9 16" O.G. MAX W/ SHEATHING. SHEATHING TO 1 E WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER `SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY a A TIME. USE 126 NAILS, TWO WITHIN 6' FROM EACH END d NO MORE THAN 12' O.G. STAGGERED 5P4 OR H5 a TOP AND BOTTOM PLATES -m EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MA50NRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND TYP. EXTERIOR WINDOW/ FLR. LINE r�] DOOR OPENING WD FRAMED SCALE: NAIL -INCA SCHEDULE ROOF DIAPHRAGM U5E 1/Ifo' 0.5.8. OR 1/2" CDX PLY WITH 08 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND *8 RING SHANK GUN NAILS AT &'O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS a 4' O.C. EXTERIOR SHEATHING U5E 1/l0' 0.5.8. OR 1/2" PLY WITH 05 RING SHANK GUN NAILS AT 6" O.G. At PANEL SIDES AND *8 RING SHANK GUN NAILS 4" O.G. TOP 8 BOTTOM PANEL AND *8 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. N,41L REQU11REMENT5 SIZE HEAD LENGTH DIA. TENSILE STR 8d ROUNPMOPIFIED 1-1/8' .113 1.10,000 OR T UAB ROUNPjIODIFIED 21/8" .128 110,000 OR T TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER DR TRU55 STAPLE, NAIL d TOOL A650CIATION 1 0,113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2 RING DIAMETER OP 0.012 OVER SHANK DIAM=1E 3. 16 t0 20 RINGS PER IN 4. 250 GH FULL ROUNDAM 5 2 INCH NAIL LENGTH FOOF 5HEATHING LA'rCUT ANF, ENSWALL 55 ,ACINC FOR G,45LE ENS Ff;1,,4t**1ING SECURE 2x TO BLOCK W/ (2) J" TAPGON3 OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 14') WITHIN 8' OF EACH ENP AND 18' O.G. MAX g m SPACING. O.S.B. SHEATHING OR"' " GDX PLYWOOD 2x4 BLOCKS CMU WALL ARCH WINDOW FRAME A SEC'1'lUN 0 SCALE: 1/2'= 1'-0' NOTE. . TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR # UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD t0 PLATE ARE NOT REQUIRED EXCEPT 0 OPENINGS +S RlWa SHANK GUN NAILS a 4 O.C. TOT' t EOTTOM EDGES mm�,Cu1llll e SECURE 2x TO BLOCK W/ (2) J" TAPGON3 OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 14') WITHIN 8' OF EACH ENP AND 18' O.G. MAX g m SPACING. O.S.B. SHEATHING OR"' " GDX PLYWOOD 2x4 BLOCKS CMU WALL ARCH WINDOW FRAME A SEC'1'lUN 0 SCALE: 1/2'= 1'-0' NOTE. . TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR # UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD t0 PLATE ARE NOT REQUIRED EXCEPT 0 OPENINGS +S RlWa SHANK GUN NAILS a 4 O.C. TOT' t EOTTOM EDGES e w . . . . . . . .w 41, a Z Y. 10 2% w P PRE CRUS MT5- 1/16" 2x4 BTM. PLA' MTS• 32" C PRE-� TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 1.6" O.C. 111b, 05.8. 1/2' A.B. W/ MIN. 1' EMBEDMENT LOCATE fa' -8' FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 all CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 1/2'm I'-0' I 2X4X4' SECURE TO TRU55 W/ 3-126 6'-5' O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d - SECURE TO BLK W/ META -16 2'-0" EXT] SCALE: C Pa RING SHANK GUN NAILS h" O.C. IN FIELD J TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) *S 2' DECK SCREWS IS 6'C, -S' O.G. MAX 6 EDGES t 12' O.G. MAX IN r =LD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' TTG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS .I PRE -ENG. TRUSS.........-� DBL. 2X TOP PLATE 2 1/Ifo" O.S.B. 2X BLOCKING -� TOP OF 1/Ifo" 0.5.8. 2X STUDS Ifo" O.G. MAX. 2X BTM. PLATE 3/4' FLOOR PECKING PRE- ENGINEERED FLOOR TRUSS 2X4 a TOP 4 BOTTOM CONT. HETA-16 BLK. WALL CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. W/ 1/4" GAP FROM BLK. TO 0.5.8. d HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN 3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE t0 HORIZONTAL k+LOCKING. ® SHEATHING m TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF Ifo" FROM SHEET BELOW INSTALL ALL SHEETS W/FAGE GRAIN PARALLEL To 5TUD5 11 EXT. WALL SHEATHING SCALE: A R CH ITEC -T$ L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SLTHI)IV. 8c LOT: TUSCA NORTH _ LOT X14 PROJECT,# 1703.00 MODEL.- „2720- A" GARAGE SWING: LEFT PACE: MISC. DETAILS ARCHITECT= STATE OF FLORIDA JAMES CANTWELL AR NO 12079 PATE: L` 12 /17 10 SCALE: 1/4"=1$-01) SHEET D 2 ©F� w 0 W Q � a z q U SLTHI)IV. 8c LOT: TUSCA NORTH _ LOT X14 PROJECT,# 1703.00 MODEL.- „2720- A" GARAGE SWING: LEFT PACE: MISC. DETAILS ARCHITECT= STATE OF FLORIDA JAMES CANTWELL AR NO 12079 PATE: L` 12 /17 10 SCALE: 1/4"=1$-01) SHEET D 2 ©F� G 4 PRE -ENG TRUSS SEE ENERGY CODE FORMS 11 O.S.S. SHE,4THING OR �° �_ FOR INSULATION R-Y,41_UES. 0.513. SHEATHING OR° FOR INSULATION R -VALUES. CDX PLYWOOD. ,4TT,4CHED 1„ 50,4RD MTL. DRIP EDGE j„ GYPSUM 50,4RD OR 2 CDX PLYWOOD. ATTACHED 2x4 NAILER GYPSUM Sa,41�p OR 2 HIGH PER NAILING INC SCHEDULE ON HIGH STRENGTH CLG. fi ER NAIL INCA SCHEDULE ON STRENGTH CLC. SORRA SHEET DFa ea 50,4RD SHEET D� 2x4 � 2�-" O.G. � INTERIOR 2x4 SUS -SAND ••�°� GONG. FILLED LINTEL SLK -t �� GONG. FILLED LINTEL SLK -� �� '•��°: KNEE ,4 LL VENTED ,ALUM. SOFFIT W/ (1) #5 RE5,4R CONTINUOUS �s THICK, 3 COAT GEMENT W/ (1) #5 i�E5,4R CONTINUOUS THICK, 3 COST CEMENT GONC. FELLED LINTEL SLK PLASTER OVER, GRADE PLA5TER OVER GRADE "D" FELT F'RE'ER SRGK "D" FELT PAPER �3,4CK UJ/ (1) �5 REBr�R CONTINUOUS EMBED. STR,4P VERIFY W/ PRECAST LINTEL R-4.2 5,4TT. INSUL. METAL LATH OVER METAL LATH OVER PRECAST LINTEL TRUSS PLAN R-4.2 5,4TT. INSUL. ,4i='i=ROVED HOUSE WRAF PREG,45T LINTEL APPROVED HOUSE WRAP WINDOW ATTACHMENT AS OR GRADE "p" FELT WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ,ATTACHMENT AS 1 "THIGK 2 GOAT GEMENT PER M,4NUF,4CTURES R"1'"RER PAPER PER MANUFACTURESSPEG<FAICATIONSRES ASTER APPLIED SPECIFICATIONS WEEP' 5GREEp WEEP SCREED Sf='EGIFIG,4tfONS PL DIRECTLY TO MASONRY PRECAST SILL _ (SEE DETAIL 2) �---PRECAST SILL (SEE DETAIL 2) PRECAST SILL ,45LE TO 2x(o P.T. # SECURE G,45LE TO 2x(o F.T. (1) #� RE5AR VERTICALLY (I) �5 RE5,4R VERTICALLY SECURE G (1) � RE8,4R VERTICALLY (1CONC, FOUR CELL PLATE W/ 12d's S" O -G. MAX W/ CONC. POUR CELL PLATE W/ 12d'5 S" O.G. MAX W/ GONG. POUR CELL URE 2x� PT. PLATE TO----f`J Is 1x2 P.T. FURRING STRIPS 1x2 P.T. FURRING STRIP'S SECURE 2x� 1x2 P.T. FURRING STRIPS SEC PT. PLATE TO 1& 11O G -- e I (o O.C. 1 II LK W/ 2x9 ANCHOR BOLT W/ � 1O.G. SLK W/ x13ANCHOR BOLT W/ 2" W,45HEi� SET IN 51MP50N S" CMU 8" CMU 2" WASHER SET IN 5IMF FON S CMU • . STRENGTH EPDXY '1 i HIGH STRENGTH EPDXY -1 ° 1/21' GYP. WL. SD. �� NIGH STREN 1/2 GYP. WL. Sp. �� 1/2 GTP. WL. SD. EMBED. MIN. Q 32 OC MAX. EMBED. MIN. 6 32 OG MAX. WOOD SASE _ f �--� WOOD SR5E �- - -- �--- WOOD SASE �� a '"THICK, 2 COAT CEMENT �"THICK, 2 COAT CEMENT - --� PLASTER APPLIED PL,45TE R APPLIED DIRECTLY TO MASONRY .4 DIRECTLY TO MASONRY • ° °� a � ° .4 ° d o l ° A* a 'r• • d - d • + ° d I- STORY GABLE I -STORY 1 -STORY GABLE W/ VAULT C LG. BLOCK WALL BLOCK WALL BLOCK WALL 1 SCALE: 3/4"=V-0"6CALE: 3/4"=V-0` SC,4LE: 3/4 -1 -� 2X4: ® 2X4: ® 2X4: CM To BLOCK W/ N&" OR t0 BLOCK W/ 3/fg' SECURE t0 BLOCK W/Y4' SECURE SECUREOR DRIVE PIN TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. NEAP SIZE 300 MIN. EMBEDMENT 1 Yd') MIN. EMBEDMENT 1 Yd') MIN. EMBEPMENt I Y4') WITHIN S" OF EACH END 4 WITHIN a' OF EACH END 4 WITHIN S OF EACH END 4 16, O.G. MAX SPACING_ 18" O.C. MAX SPACING. 15" O.C. MAX SPACING. a' CMU 2XS,: ® 2X(o: ® 2XS': ® NOTE: STRUCTURAL 2X MUST J ' DRYWALL SECURE t0 BLOCK W/2-9�a" NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-3/ib' SECURE TO BLOCK W/1-1/4' BE ON OUTSIDE 4 SECURED I"X4" OR 1"X2" F.T. NAILER SECURE OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH NON-87RUGTURAL (MIN. SHANK SIZE VE THROUGH NON-5TRUGTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 n N 1x4 P.T. OR %'X4" MIN. SECURE MIN. HEAD SIZE .300 3/%" TAPGON MIN. I -Y4" MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 EM TAPGON MIN. I-5 MIN. EMBEDMENT I Y4"1 EMBEDMENT INTO BLOCK. THRU FRAME 4 EXTEND 1Yd" MIN. EMBEDMENT 1 Y¢") EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Yd'J 3/fa' TAPCON MIN. 1 Ya" " INTO BLOCK W/ 3/fb" TAPCONS WITHIN 8' OF EACH END < b" CMU WITHIN a' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN 8 OF EACH ENP 4 OR DRIVE PIN " la" O.C. MAX SPACING.\\— la' O.G. MAX SPACING. a' CMU o.5.5. OR 2" GDX (MIN_ SHANK 51ZE .145 18 O.G. MAX SPACING.' DRYWALL a" CMU ft' DRYWALL 2XS: ®2XS: MIN. HEAD SIZE 300 2X8: ® 1'X4" OR I"X2' P.T. NAILER 3" DRYWALL SECURE TO BLOCK W/1-1/4' 1'X4' OR 1'X2" P.T. NAILER TYVEK BUILDING WRAP MIN. EMBEDMENT 1 -Ya" SECURE t0 BLOCK W/2 -3/f6' " " SECURE TO BLOCK W/2 -/f6 IX4, OR I X2, P.T. WITHIN a" OF EACH END 4 la' TAPCONS OR DRIVE PIN Tia O.S.B. X 4 MIN. TAPCONS OR DRIVE PIN NAILER TIN. SHANK 51ZE.145 G' 0.5A5. X 4' MIN. OR DRIVE PIN PAPER SACK O.G. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING N. HEAD 51ZE 300 DOOR CASING GALV'D 1"�1tL. ,4th -i DOOR CASINGS MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW " DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yd"1 MIN. EMBEDMENT I Yq ) MIN. EMI5EDMENT 1 Yd') ATTACH TO 2X PER ATTACH TO 2X PER WITHIN a' OF EACH END 4 ATTACH TO 2X PER i, DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 WITHIN a OF EACH END 4 MANUFACTURES DETAILS. , MANUFACTURES DETAILS. 1/5TEXTURED ATTACH TO 2X PER 1S' O.C_ MAX SPACING. MANUFACTURES DETAILS. 15" O.C. MAX SPACING. IS O.C. MAX SPACING. FIN 1 SH Q WOOD MANUFACTURES DETAILS. WOOD uJEEj� 5GRE1D NOTE: SHIM A5 NEEDED TO PLUMB JAMB lP0 NOT EXCEED Ya") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y�`) NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4°) CONSTRUCTION 4 0R +5 4 DOOR JAMB TO BLOCK +1-15 16" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16" DOOR JAMB TO BLOCK +3/ / / „ » (� WINDOW TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +1-15/16" E WINDOW TO BLOCK +3 WINDOW TO BLOCK +3-7 16" :° :':'' : e Z C � SCALE: 1°=1'-0' A SCALE: I' -V-0' SCALE: SCALE: 1"=1'-0' 2X4: ® 2X4: CM J ` 2X4: ® 2X4': ® 3 " SECURE TO BLOCK W/Ya" 4.. S" CMU SECURE TO BLOCK W/ 3/f6" SECURE TO BLOCK W/ 3��" TAPCONS OR DRIVE PINS TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN MIN. SPNASNK SDRIVE PIN �� (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MM. HEAD SIZE 300 1/2 TEXTURED MIN. HEAD SIZE .300 MIN. HEAD SIZE .300 MIN. HEAD SIZE BEDMENT I Y4 MIN. EMBEDMENT I Ya'J FINISH 0 MASONRY MIN. EMBEDMENT 1 Yd') MIN. EMBEDMENT 1 Y4') WItINNMa' of EACH YEND 4 WITHIN 8 ot= EACH END 4 WITHIN a' OF EACH END 4 WITHIN a OF EACH END 4 NOTE: STRUCTURAL 2X MUST WI O.C. MAX SPACING. 15" O.G. MAX SPACING. THROUGH OU OUTSIDE 4 SECURED 1S' O.C. MAX SPACING. IEs" Q.C. MAX SPACINGS. THROUCsH NON-STRUCTURAL 2X6: 2X6: 2X6: ® 2X6: ® ® 3/f&" TAPGON MIN. 1 Yd' , SECURE TO BLOCK W/2- 6` SECURE TO BLOCK W/2-3�6` NOTE: STRUCTURAL 2X, MUST SECURE TO BLOCK W/2-3/,&' EMBEDMENT INTO BLOCK. SECURE t0 151-OCK W/I-1/4 TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECUREP TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCON5 OR DRIVE PIN a" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUCsH NON-STRUCTURAL (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300F1 MIN. HEAD SIZE .300 3/fl,' TAPGON MIN. I Y� MIN. HEAD SIZE 300 ' " DRYWALL MIN, HEAD SIZE 300 THROUGH NOMI STRUCTURAL WEEP C R E E D EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y¢') 1'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 1 Ya 3/fa" TAPGON MIN. lY4" MIN. EMBEDMENT 1 Yd') MM. EMBEDMENT I Y4 ) WITHIN a' OF EACH END 4 WITHIN 8' OF EACH END 4 a' GMU WITHIN a' OF EACH END 4 WITHIN a' OF EACH END 4 EMBEDMENT INTO BLOCK. (`� (� WI O.C. MAX SPACING. WI O.G. MAX SPADING. IS O.G. MAX SPACING. 2ND 2X SECURE TO 15' O.C. MAX SPACING. a" CMU DETAIL � WOOD D T Ya DRYWALL STRUCTURAL MEMBER WI(2)12d 8 CMU 2X8: ® " � 2XS: ® WITHIN a" OF EACH END 4 �o" 2X5' ® 1�z" DRYWALL ��T 2XS: Imo" DRYWALL 1X4 OR 1'X2' P.T. NAILER SECURE TO BLOCK W/1-1/4' , , , , BLOCK CONNECTION SECURE TO BLOCK W/2-3/fa' , , , SECURE t0 BLOCK W/2- f� SECURE TO BLOCK W/2-34' TO 8` O.C. MAX I X4 OR I x2 . NAILER 1 X4 OR I X2 P.T. NAILER TAPCONS OR DRIVE PIN 1 P.T. X 4 MIN. TAPCONS OR DRIVE PIN TA1-coN5 OR DRIVE PIN 2(MINTAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 1' P.T. X 4" MIN. . SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE .300 ` _ DOOR CASING �� (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 SCALE: 1 1/2 =1 -O MIN. HEAD SIZE .300 MIN. HEAD SIZE .300 POOR JAMB OR WINDOW POOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4'1 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Ya") MIN. EMBEDMENT 1 Yd J ATTACH TO 2X PER DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER , ATTACH TO 2X PER WITHIN 6' OF EACH END 4 WITHIN a' OF EACH END 4 WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8 OF EACH END 4 MANUFACTURES DETAILS. la" O.C.MAX SPACING. MANUFACTURES DETAILS. la" O.C. MAX SPACING. ATTACH TO 2X PER la" O.G. MAX SPACING. IS O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y¢') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/,4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4' WINDOW TO BLOCK +1-1/2" WINDOW TO BLOCK +2 1 4 �+ WINDOW TO BLOCK +3 WINDOW TO BLOCK +3 3 4" B SCALE: I' -1' -0' D SCALE: 1' ■ 1'-0' SCALE: 1"=1'-0' H SCALE: 1 1'-0" A R C H I T E C T S, r _ Design Group Inc. ,441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 FI5ERGL,455 8HINGLE5 2x4 BLOCKING 5ETWEEN2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES —�---- TRU55E5 ,4T FIRST TWO 15AAT-5 OYER X15 FELT P,4PER ON TRUSSES ,4T FIRST TWO 8,4'r S OVER 015 FELT P ON D.C. (AT 5HE,4THING 0.5.5, SHEATHING OR 2" 4'-0" O.C. (,4T SHEATHING O.S.S. S1-IEATHINC OR SE �M 0.5,5. CDX PLYWOOD 5EGURED PER NAILING SCHEDULE SEAM5) 2 CDX PLYWOOD SECURED PRE -ENG GRSLE TRU55 PRE -ENG GABLE TRUSS PER NAILING SCHEDULE DONT. 2x4 RAT RUN SECURED W/ (2) P.T. 1x2 W/ MTL. piE'IF' EDGE 2x4 NAILER MTL. DRIP EDGE 12d'g � EACH TRU55 FISERGLA55 SHINGLES 2x4 5U5-Sf4NP CONT. 2x4 RAT RUN SECURED 2x4 SUS -SAND TO SE INSTALLED e MID. POINT OF OVER #IF� FELT PAPER ON ALUM. SOFFIT W! (2) 12d's e EACH TRU55 ALUM. SOFFIT TRUSS SPAN, OR ld'- " O.C. RX. a.5.8. SHEATHING © AT ALL UPRI HTS TO SE INSTALLED � MID.5TIFFSRGK STIFF5,4CK SEE ENERGY CODE FORMS CDX PLYWOOD SECURED OVER 4'-10" HIGH (SEE POINT OF TRUSS SP,4N, OR ,4T ,ALL OVER 41-1011 FOR INSUL,4TION R-Y,4LUE5. PER NAILING SCHEDULE SE,4LED ENG. FOR SIZE 4 101-01, 0-C. MAX. HIGH (SEE SEALED ENG. �° GYPSUM So�RD OR � HIGH CONDITION.) CODE FORMS SEE ENERGY OD FOR SIZE 4 CONDITION.) HIGH STRENGTH L PRE -ENG TRUSS SEE ENERGY CODE FORMS 11 O.S.S. SHE,4THING OR �° �_ FOR INSULATION R-Y,41_UES. 0.513. SHEATHING OR° FOR INSULATION R -VALUES. CDX PLYWOOD. ,4TT,4CHED 1„ 50,4RD MTL. DRIP EDGE j„ GYPSUM 50,4RD OR 2 CDX PLYWOOD. ATTACHED 2x4 NAILER GYPSUM Sa,41�p OR 2 HIGH PER NAILING INC SCHEDULE ON HIGH STRENGTH CLG. fi ER NAIL INCA SCHEDULE ON STRENGTH CLC. SORRA SHEET DFa ea 50,4RD SHEET D� 2x4 � 2�-" O.G. � INTERIOR 2x4 SUS -SAND ••�°� GONG. FILLED LINTEL SLK -t �� GONG. FILLED LINTEL SLK -� �� '•��°: KNEE ,4 LL VENTED ,ALUM. SOFFIT W/ (1) #5 RE5,4R CONTINUOUS �s THICK, 3 COAT GEMENT W/ (1) #5 i�E5,4R CONTINUOUS THICK, 3 COST CEMENT GONC. FELLED LINTEL SLK PLASTER OVER, GRADE PLA5TER OVER GRADE "D" FELT F'RE'ER SRGK "D" FELT PAPER �3,4CK UJ/ (1) �5 REBr�R CONTINUOUS EMBED. STR,4P VERIFY W/ PRECAST LINTEL R-4.2 5,4TT. INSUL. METAL LATH OVER METAL LATH OVER PRECAST LINTEL TRUSS PLAN R-4.2 5,4TT. INSUL. ,4i='i=ROVED HOUSE WRAF PREG,45T LINTEL APPROVED HOUSE WRAP WINDOW ATTACHMENT AS OR GRADE "p" FELT WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ,ATTACHMENT AS 1 "THIGK 2 GOAT GEMENT PER M,4NUF,4CTURES R"1'"RER PAPER PER MANUFACTURESSPEG<FAICATIONSRES ASTER APPLIED SPECIFICATIONS WEEP' 5GREEp WEEP SCREED Sf='EGIFIG,4tfONS PL DIRECTLY TO MASONRY PRECAST SILL _ (SEE DETAIL 2) �---PRECAST SILL (SEE DETAIL 2) PRECAST SILL ,45LE TO 2x(o P.T. # SECURE G,45LE TO 2x(o F.T. (1) #� RE5AR VERTICALLY (I) �5 RE5,4R VERTICALLY SECURE G (1) � RE8,4R VERTICALLY (1CONC, FOUR CELL PLATE W/ 12d's S" O -G. MAX W/ CONC. POUR CELL PLATE W/ 12d'5 S" O.G. MAX W/ GONG. POUR CELL URE 2x� PT. PLATE TO----f`J Is 1x2 P.T. FURRING STRIPS 1x2 P.T. FURRING STRIP'S SECURE 2x� 1x2 P.T. FURRING STRIPS SEC PT. PLATE TO 1& 11O G -- e I (o O.C. 1 II LK W/ 2x9 ANCHOR BOLT W/ � 1O.G. SLK W/ x13ANCHOR BOLT W/ 2" W,45HEi� SET IN 51MP50N S" CMU 8" CMU 2" WASHER SET IN 5IMF FON S CMU • . STRENGTH EPDXY '1 i HIGH STRENGTH EPDXY -1 ° 1/21' GYP. WL. SD. �� NIGH STREN 1/2 GYP. WL. Sp. �� 1/2 GTP. WL. SD. EMBED. MIN. Q 32 OC MAX. EMBED. MIN. 6 32 OG MAX. WOOD SASE _ f �--� WOOD SR5E �- - -- �--- WOOD SASE �� a '"THICK, 2 COAT CEMENT �"THICK, 2 COAT CEMENT - --� PLASTER APPLIED PL,45TE R APPLIED DIRECTLY TO MASONRY .4 DIRECTLY TO MASONRY • ° °� a � ° .4 ° d o l ° A* a 'r• • d - d • + ° d I- STORY GABLE I -STORY 1 -STORY GABLE W/ VAULT C LG. BLOCK WALL BLOCK WALL BLOCK WALL 1 SCALE: 3/4"=V-0"6CALE: 3/4"=V-0` SC,4LE: 3/4 -1 -� 2X4: ® 2X4: ® 2X4: CM To BLOCK W/ N&" OR t0 BLOCK W/ 3/fg' SECURE t0 BLOCK W/Y4' SECURE SECUREOR DRIVE PIN TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. NEAP SIZE 300 MIN. EMBEDMENT 1 Yd') MIN. EMBEDMENT 1 Yd') MIN. EMBEPMENt I Y4') WITHIN S" OF EACH END 4 WITHIN a' OF EACH END 4 WITHIN S OF EACH END 4 16, O.G. MAX SPACING_ 18" O.C. MAX SPACING. 15" O.C. MAX SPACING. a' CMU 2XS,: ® 2X(o: ® 2XS': ® NOTE: STRUCTURAL 2X MUST J ' DRYWALL SECURE t0 BLOCK W/2-9�a" NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-3/ib' SECURE TO BLOCK W/1-1/4' BE ON OUTSIDE 4 SECURED I"X4" OR 1"X2" F.T. NAILER SECURE OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH NON-87RUGTURAL (MIN. SHANK SIZE VE THROUGH NON-5TRUGTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 n N 1x4 P.T. OR %'X4" MIN. SECURE MIN. HEAD SIZE .300 3/%" TAPGON MIN. I -Y4" MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 EM TAPGON MIN. I-5 MIN. EMBEDMENT I Y4"1 EMBEDMENT INTO BLOCK. THRU FRAME 4 EXTEND 1Yd" MIN. EMBEDMENT 1 Y¢") EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Yd'J 3/fa' TAPCON MIN. 1 Ya" " INTO BLOCK W/ 3/fb" TAPCONS WITHIN 8' OF EACH END < b" CMU WITHIN a' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN 8 OF EACH ENP 4 OR DRIVE PIN " la" O.C. MAX SPACING.\\— la' O.G. MAX SPACING. a' CMU o.5.5. OR 2" GDX (MIN_ SHANK 51ZE .145 18 O.G. MAX SPACING.' DRYWALL a" CMU ft' DRYWALL 2XS: ®2XS: MIN. HEAD SIZE 300 2X8: ® 1'X4" OR I"X2' P.T. NAILER 3" DRYWALL SECURE TO BLOCK W/1-1/4' 1'X4' OR 1'X2" P.T. NAILER TYVEK BUILDING WRAP MIN. EMBEDMENT 1 -Ya" SECURE t0 BLOCK W/2 -3/f6' " " SECURE TO BLOCK W/2 -/f6 IX4, OR I X2, P.T. WITHIN a" OF EACH END 4 la' TAPCONS OR DRIVE PIN Tia O.S.B. X 4 MIN. TAPCONS OR DRIVE PIN NAILER TIN. SHANK 51ZE.145 G' 0.5A5. X 4' MIN. OR DRIVE PIN PAPER SACK O.G. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING N. HEAD 51ZE 300 DOOR CASING GALV'D 1"�1tL. ,4th -i DOOR CASINGS MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW " DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yd"1 MIN. EMBEDMENT I Yq ) MIN. EMI5EDMENT 1 Yd') ATTACH TO 2X PER ATTACH TO 2X PER WITHIN a' OF EACH END 4 ATTACH TO 2X PER i, DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 WITHIN a OF EACH END 4 MANUFACTURES DETAILS. , MANUFACTURES DETAILS. 1/5TEXTURED ATTACH TO 2X PER 1S' O.C_ MAX SPACING. MANUFACTURES DETAILS. 15" O.C. MAX SPACING. IS O.C. MAX SPACING. FIN 1 SH Q WOOD MANUFACTURES DETAILS. WOOD uJEEj� 5GRE1D NOTE: SHIM A5 NEEDED TO PLUMB JAMB lP0 NOT EXCEED Ya") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y�`) NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4°) CONSTRUCTION 4 0R +5 4 DOOR JAMB TO BLOCK +1-15 16" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16" DOOR JAMB TO BLOCK +3/ / / „ » (� WINDOW TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +1-15/16" E WINDOW TO BLOCK +3 WINDOW TO BLOCK +3-7 16" :° :':'' : e Z C � SCALE: 1°=1'-0' A SCALE: I' -V-0' SCALE: SCALE: 1"=1'-0' 2X4: ® 2X4: CM J ` 2X4: ® 2X4': ® 3 " SECURE TO BLOCK W/Ya" 4.. S" CMU SECURE TO BLOCK W/ 3/f6" SECURE TO BLOCK W/ 3��" TAPCONS OR DRIVE PINS TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN MIN. SPNASNK SDRIVE PIN �� (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MM. HEAD SIZE 300 1/2 TEXTURED MIN. HEAD SIZE .300 MIN. HEAD SIZE .300 MIN. HEAD SIZE BEDMENT I Y4 MIN. EMBEDMENT I Ya'J FINISH 0 MASONRY MIN. EMBEDMENT 1 Yd') MIN. EMBEDMENT 1 Y4') WItINNMa' of EACH YEND 4 WITHIN 8 ot= EACH END 4 WITHIN a' OF EACH END 4 WITHIN a OF EACH END 4 NOTE: STRUCTURAL 2X MUST WI O.C. MAX SPACING. 15" O.G. MAX SPACING. THROUGH OU OUTSIDE 4 SECURED 1S' O.C. MAX SPACING. IEs" Q.C. MAX SPACINGS. THROUCsH NON-STRUCTURAL 2X6: 2X6: 2X6: ® 2X6: ® ® 3/f&" TAPGON MIN. 1 Yd' , SECURE TO BLOCK W/2- 6` SECURE TO BLOCK W/2-3�6` NOTE: STRUCTURAL 2X, MUST SECURE TO BLOCK W/2-3/,&' EMBEDMENT INTO BLOCK. SECURE t0 151-OCK W/I-1/4 TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECUREP TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCON5 OR DRIVE PIN a" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUCsH NON-STRUCTURAL (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300F1 MIN. HEAD SIZE .300 3/fl,' TAPGON MIN. I Y� MIN. HEAD SIZE 300 ' " DRYWALL MIN, HEAD SIZE 300 THROUGH NOMI STRUCTURAL WEEP C R E E D EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y¢') 1'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 1 Ya 3/fa" TAPGON MIN. lY4" MIN. EMBEDMENT 1 Yd') MM. EMBEDMENT I Y4 ) WITHIN a' OF EACH END 4 WITHIN 8' OF EACH END 4 a' GMU WITHIN a' OF EACH END 4 WITHIN a' OF EACH END 4 EMBEDMENT INTO BLOCK. (`� (� WI O.C. MAX SPACING. WI O.G. MAX SPADING. IS O.G. MAX SPACING. 2ND 2X SECURE TO 15' O.C. MAX SPACING. a" CMU DETAIL � WOOD D T Ya DRYWALL STRUCTURAL MEMBER WI(2)12d 8 CMU 2X8: ® " � 2XS: ® WITHIN a" OF EACH END 4 �o" 2X5' ® 1�z" DRYWALL ��T 2XS: Imo" DRYWALL 1X4 OR 1'X2' P.T. NAILER SECURE TO BLOCK W/1-1/4' , , , , BLOCK CONNECTION SECURE TO BLOCK W/2-3/fa' , , , SECURE t0 BLOCK W/2- f� SECURE TO BLOCK W/2-34' TO 8` O.C. MAX I X4 OR I x2 . NAILER 1 X4 OR I X2 P.T. NAILER TAPCONS OR DRIVE PIN 1 P.T. X 4 MIN. TAPCONS OR DRIVE PIN TA1-coN5 OR DRIVE PIN 2(MINTAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 1' P.T. X 4" MIN. . SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE .300 ` _ DOOR CASING �� (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 SCALE: 1 1/2 =1 -O MIN. HEAD SIZE .300 MIN. HEAD SIZE .300 POOR JAMB OR WINDOW POOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4'1 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Ya") MIN. EMBEDMENT 1 Yd J ATTACH TO 2X PER DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER , ATTACH TO 2X PER WITHIN 6' OF EACH END 4 WITHIN a' OF EACH END 4 WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8 OF EACH END 4 MANUFACTURES DETAILS. la" O.C.MAX SPACING. MANUFACTURES DETAILS. la" O.C. MAX SPACING. ATTACH TO 2X PER la" O.G. MAX SPACING. IS O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y¢') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/,4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4' WINDOW TO BLOCK +1-1/2" WINDOW TO BLOCK +2 1 4 �+ WINDOW TO BLOCK +3 WINDOW TO BLOCK +3 3 4" B SCALE: I' -1' -0' D SCALE: 1' ■ 1'-0' SCALE: 1"=1'-0' H SCALE: 1 1'-0" A R C H I T E C T S, r _ Design Group Inc. ,441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV & LOT: TUSCA NORTH LOT X14 PROJECT# 1'03.00 I►dODEL. "2720-A" GARAGE SWING: LEFT PAGE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITECT - STATE OF FLORIDA JA ES CANTWELL A, NO 12079 3P kTT DATE: 12 17 10 SCALE: 1/4"=V-0" Pq w d ul d a o q u h � 4 � SUHDIV & LOT: TUSCA NORTH LOT X14 PROJECT# 1'03.00 I►dODEL. "2720-A" GARAGE SWING: LEFT PAGE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITECT - STATE OF FLORIDA JA ES CANTWELL A, NO 12079 3P kTT DATE: 12 17 10 SCALE: 1/4"=V-0" F15ERGLA55 SHINGLE5 OVER #15 FELT PAPER ON "" 0.6_5. SHE ATH ING OR " CDX PLYWOOD SECURED PER NAILING SCHEDULE PRE -ENG TRUSS MTL. DRIP EDGE 2x4 5U5 - 5AND VENTED ALUM. SOFFIT DOU5LE TOP PLATE WINDOW HEADER 51ZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAIL5 j� 0.5.5. SHEATHING OR 2° CDX PLYWOOD, ATTACHED PER NAILING SCHEDULE ON SHEET D5. I/a" THICK, 3 COAT CEMENT PLASTER OVER GRADE ..D FELT PAPER SACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D" FELT PAPER NOTE. SHEATHING MUST NOT BREAK 11-01, MIN. FROM 2ND FLR LINE 2x4 CONT. � TOP AND 5T. OF FLR TRUSS (TDP 2x4 5UPPORT5 5T PLATE OF 2ND FLR, 5T, 2x4 15 FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2,4) EMBED. STRAP VERIFY W/ TRU55 PLAN 2"THICK, 2 COAT CEMENT PLASTER ,APPLIED DIRECTLY TO MASONRY — STORY FIRST FLOOR BLOCK SECOND FLOOR FRAME 1 SCALE: 3/4"=l' -O" a. 4 ,EE ENERGY CODE FORMS OR INSULATION R -VALUES. ;" GYPSUM BOARD OR 2" SIGH STRENGTH CLG. 5OARD 'W15T STRAP VERIFY W/ 'RUSS PLAN UNDOW ATTACHMENT AS SER MANUFACTURES 'DPECIFICATIONS 1JINDOW SILL ?x STUDS 6 I(o" O.C. MAX W/ z-11 5ATT. INSUL. MIN. "' T 4 G SU5FLOOR GLUED 4ND NAILED AS PER �1,41LING SCHEDULE PRE -ENG FLOOR TRUSS IN5TALL PER MFG. SPECS.) R" GYPSUM BOARD OR 2° HIGH STRENGTH CLG. BOARD CONC, FILLED LINTEL 5LK W/ (1) #5 RE5AR CONTINUOU; R-4.2 BATT_ INSUL. PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) #5 RE5AR VERTICALLY W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS ,a1&"O.C. 5" CMU 1/2" GYP. WL. BD. WOOD 5,48E FI5ERGLA55 SHINGLES OVER 1115 FELT PAPER ON 7/1(0" 0.5.5. 5HEATHING OR 2° CDX PLYWOOD SECURED PER NAILING SCHEDULE MTL. DRIP EDGE 2x4 5U5-5,4ND ALUM. SOFFIT 5TIFF5,4CK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE 5EALED ENG. FOR 51ZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ i"X(," THRU-5OLT5 ti) 32" O.C. MAX THEN SECURE GA5LE TO 2x4 PLATE W/ 12d'6 8" O.C. MAX OR SECURE GA5LE TO D5 L TOP PLATE W/ 5IMP5ON HTC4 e 24" O.C. MAX WINDOOW HEADER SIZE VARIE5 PER WINDOW OPENING 5EE HEADER SPAN CHART FOR DETAILS 0.5.5. SHEATHING OR 2" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 7/8" THICK, 3 COAT CEMENT PLA5TER OVER GRADE "D" FELT PAPER SACK METAL LATH OVER ,APPROVED HOUSE WRAF OR GRADE "D" FELT PAPER - NOTE: SHEATHING MUST NOT BREAK V-011 MIN, FROM 2ND FLR LINE 2x4 CONT.,w TOP AND 5T. OF FLR TRUSS (TDP 2x4 SUPPORTS 5T PLATE OF 2ND FLR, 5T. 2x4 15 FOR WALL SHEATHING NAILER) WEEP SCREED (5EE DETAIL 2A) EMBED. STRAP VERIFY W/ TRU55 PLAN 2"THICK, 2 COAT CEMENT PL,45TER APPLIED DIRECTLY TO MASONRY 2—STORY GABLE FIRST FLOOR BLOCK SECOND FLOOR FRAME ------ SCALE. 3/4"=V-0` 2x4 5LOCKING BETWEEN TRUSSES AT FIRST TWO SAYS 4'-0" O.C. (AT SHEATHING SEAMS) PRE -ENG GABLE TRU55 CONT. 2x4 RAT RUN SECURED W/ (2) 12c1'a Q EACH TRU55 SEE ENERGY CODE FORMS FOR INSULATION R -VALUES. $" GYPSUM BOARD OR 2" 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. IN5UL. MIN. i" T 4 G SU5FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE -ENG FLOOR TRUSS ( INSTALL PER MFG. SPECS.) $" GYPSUM 50ARD OR 2" HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL 5LK W/ (1):05 RE5AR CONTINUOUS PREC,45T L INTEL WINDOW ,ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1):05 RE5AR VERTICALLY W/ cONC. POUR CELL Ix2 P.T. FURRING STRIPS ,g) 1(oll D.C. all CMU 1/2" GYP. WL. 5D. WOOD 5,45E ,I 0.5.5, SHEATHING OR 2" CDX 2x STUDS 1�" O.G. MAX W/ PLYWOOD. ATTACHED PER R-11 BATT. INSUL, MIN. NAILING SCHEDULE ON SHEET 2x STUDS a 1(o" D.C. MAX W/ 7/��° 0.5.5, OR 2" CDX D5 I-11 BATT. INSUL. MIN. T�-YF1G BU ILD INCA WRAF " T A G SU5FLOOR GLUED 7 i-" T& G 6U5FLOOR GLUED ,AND NAfLED AS PER THICK, 3 COAT CEMENT 4 PAPER 5,4CK MNG SCHEDULE PLASTER APPLIED TO METAL AND NAILED ,4S PER r,—GALV'D MTL. LATH NAILING LATH OVER 2 LAYERS OF NAILING SCHEDULE 1/5" TEXTURED GRADE D BUILDING PAPER FIN15H ia WOOD t OR PAPER BACKED LATH WOOD � WEEP SCREED OVER AN APPROVED HOUSE CONSTRUCTION WRAP IM 0,4RD (INSTALL PER R B A.*'.. MFG. SPECS.) FRE -ENG TJ FLOOR TRUSS 5" GMU PRE -ENG TJ FLOOR TRUSS I' WEEP SCREED &" GYPSUM 50ARD OR 2° 1/2" TEXTURED 4. " GYPSUM BOARD OR 2 (SEE DETAIL 2,4) ': HIGH STRENGTH CLG. :; FINISH M,450NRY HIGH STRENGTH CLG. BOARD EMBED. G , A' STRAP VERIFY 50ARD 4 . 51MP5ON HETA-16 EMBED. W/ TRU55 PLAN (FAD 32" ac. MAX VERIFY WHERE NEEDED) LONG, FILLED CONTINUOUS STRAP W/ (1) #5 RE5AR C W/ TRUSS PLAN 2"THICK, 2 COAT CEMENT PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY DETAIL 0) WOOD TO FLOOR CONNECTION AT PARALLEL/ ERPENDICULAR PRE— ENG FLOOR TRUSSLOCK CONNECTION P A SG,4LE : 1 1/2"=1'-0 A R C H ITEC._.TS Design Group inc. 1441 N. RONALD REAGAN BLVD., LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti N D � o 0 q U q � S U3913IV. 8c 1,0M TUSCA NORTH LOT #14 PROJECT# 1'703.00 MODEL: "2720—A', GARAGE SWING-. LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT, STATE OF FLORIDA.. I ' JAMES CANTWELL 1 �/' AR NO 12079 J PRINT DATE: 12/17/10 ;10, SC ALE: 1 /4" —" SHEET D 4 0rl 0 a *NOTE: NAIL 5HE,4THING TO ALL 2X ,45 E'ER EXT, 5HE,4THING NAILING, Sd 4" O.C. tlAX e EDGES 4 roll-all oll-S" O.C. M,4X IN THE FIELD PRECAST HEADER(MIN)— a P15L. TOP PLATE SECURE 2 X RIP O FIT 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE P 1/8, IN (MIN SHANK 31ZE.145 PBL. TOP PLATE W/aEX URED FINISH O.G. MAX. MIN HEAD SIZE 300, 2X4 16' O.G. MAX. TEXTURE MIN EMBEDMENT 1 1/4'1 7/16' OSB SHEATHINGS' FROM EACH END AND 18"�' 2 X 4 16' O.G. MAX. O.C. MAX. MIN 1-1/4' EMBEDMENT (WHEN OVER 16' IN HIEGHT.) 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON *a' OR DRIVE PIN (MIN SHANK SIZE.145y SECURE 2X4 W/ 2-fv" 2 X 4 CWHEN OVER 16" IN HIEGHTJ MIN HEAD SIZE 300 tAPCONS OR DRIVE PW 1/4" TEMPERED MASONITE MIN EMBEDMENT 1 1/4") (MIN. SPANK SIZE .145 MIN. GLUE 4 NAIL W/8d'S 8"-12' O.G. 71E]Ld 8' FROM EACH END AND IS' HEAP SIZE ,300 MIN. IF NEEPEP. O.G. MAX. MIN i -I/4" EMBEDMENT EMBEDMENT 1 Ya" WlIN S" 2 X SOLID SLK'G s ARCH 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON EA. END NOT TO EXCEED BT. PLAT OR DRIVE PIN (MIN SHANK 51ZE.145 IS' O.C. MAX SECURE W2 -12d EACH END MIN HEAD 51ZE 300 2X4 SOLID BLOCKING7 ATTACHMENT PER MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/ MANUFACTURER'S SPEG'5. 8' FROM EACH END AND 18' MIN. 2-124 PER SLK. EA. ENP MTL WDW FRAME D.G. MAX. MIN 1-1/4' EMBEDMENT 111(o' 055 SHEATHING 2X4 SOLID 1/2' PLYWOOD *NOTE: NO CMU WALL BLOCKING SECURE OR 1/I6" 0.5.8. TO EXCEED 1/4' � WDW FRAME SHEATHING WITH ARCHWAY DETAIL � ARCHWAY DETAIL MIN. 2-12d PER SLK. EXTERIOR ARCHWAY EA. END WITH WINDOW CT A 1 16" AND UNDER A SCALE: SCALE: I/2 "=1' SCALE: 1/2-V-0 DBL. TOP PLATE 2X4 Ila" O.C. MAX. SECURE 2X4 TO WOOD W/2-126 a 6'-8' O.C. STAGGERED SECURE 2X4 W/ 2-)f&' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE ,300 MIN. EMBEDMENT I Y¢' W/IN 8" EA. END NOT TO EXCEED 18' O.G. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER SLK. EA. END 3 EXTERIOR ARCHWAY SCALE: 1/2' = I' -0' 1Q. yjb' O.S.B. ORA" PLYWOOD SHEATHING �2 015 BLDG. FELT �3 24" WIDE 26 GA. GALVANIZED METAL FLASHING MU5T ADP D19TO, 36" WIDE AND AND MUST BE A MIN 24' WIDE METAL. O F15ERGLA55 SHINGLES PRE -r-75' TRU55 1/2' CLC -4. 50ARD 4 TEXT. SIMP50N SP4 2X4 DBL. TOP PLATE f 0 EVERY 1/2" DRYWALL OTHER STUD 2X4 WOOD STUDS ,016' O.C., U iM.O. ON TRUSS PLAN 2X4 CONT. 5TRE55 BLOCKING MID -WALL 2X4 PT. PLATE SIMPSON 61=4 0 32' O.G. MAX 1/2'X9" A.B. 32" P.C. EMBEDMENT ir `° CONC. SLAB 2 o5's CONT. 1 -STORY INT. BEARING WALL V SCALE: 1/2'=1'-0" NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. PRECAST HEADER(MIN) FINISI-4 e Lr4NG)INC� EACH STRINGER 2 X 4 (MIN 2 X 3) 1-3116 TAPCON w .. MIN HEAP SIZE 300 OR DRIVE PIN (MIN SHANK SIZE.145 MIN EMBEDMENT 1 1/4') EXISTING 151-K,415V. MIN HEAD SIZE 300 1X5 RISER O.C. MAX. MIN 1-114' EMBEDMENT 1/4' TEXTURED FIN15H 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 8' FROM EACH END AND 18' MIN EMBEDMENT 1 1/4') 2 X 4 16' O.C. MAX. 8' FROM EACH END AND 18' (WHEN OVER 16' IN HEIGHT.) O.C. MAX. MIN 1-1/4" EMBEDMENT 2 X 4 (WHEN OVER I6' 2 X 8 (MIN 2 X 3) 2-3/1(p TAPGON 16" IN HEIGHT.) 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON SECURE TREADS TO STRINGER 2 X SOLID BLK'G a ARCH MIN HEAD SIZE 300 SECURE W/2 -12d EACH END OR DRIVE PIN (MIN SHANK SIZE.145 0 8" FROM EACH END AND 18" ATTACHMENT PER MANUFACTURER'S SPEG'S. MIN HEAD SIZE 300 MTL WPW FRAME 1/4' TEMPERED MA50NITE •NOTE: NO GAPS WDW FRAME GLUE 4 NAIL W/8d'5 8'-12' O.C. TO EXCEED 1/4' MIN EMBEDMENT 1 1/4") ARCHWAY DETAIL CUTAWAY (�)_SGAL E• 1/2' =1' - 0" NOTE 5' FROM EACH END AND 18' STAIRS RISERS TO CONFORM O.C. MAX. MIN 1-1/4" EMBEDMENT (3) 106 CUT NAILS 2R+IT=24"-25" 0 2X4 F'.T. 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON SLEEPER INTO ADJACENT TO EACH OTHER OR DRIVE PIN (MIN 5HANK 51ZE.145 3/S" MAX. VARIATION IN ,ANY RISER/TREAD MIN HEAD 51ZE 300 1/16' 055 SHEATHING MIN EMBEPMENT 1 1/4") 2X4 16" O.C. MAX. 8' FROM EACH END AND 18" (WHEN OVER 16" IN HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER SLK. EA. END ARCgWAY DETAIL 16 AND UP 5CALE: 112"■ 1'-(Ia" /CLOSED VALLEY FLASHING DETAIL N.T.5. PRE -ENG TRU55 70U15LE TOP PLATE !x CONTINOUS STRESS 5LOCKING MID WALL ?x 5TUD5 -0 16" O.G. MAX I" T 4 G SUBFLOOR GLUED 4ND NAILED AS PER MAILING SCHEDULE ST FLOOR STUDS TO 2ND FLOOR STUDS 3IMP5ON 11ETA-36 -2 32" D.C. MAX PRE -ENG FLOOR _TRU55 DOU5LE TOP PLATE 2x CONTINOU3 5TRE55 BLOCKING MID WALL 2x STUDS w 16" O.C. MAX 1/2' GYP. WL. 5D. SECURE BT- PLATE O 51 -AIB W/ �'x9" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY '1" EMBED. MIN. SIMPSON 51=4 a 32' O.C. MAX INT. 2—STORY L.B.W. SCALE: 1/2"=1'-0' FIRE -ENG TRUSSES OR CONY. 'FRAMED RAFTERS �6" O.S.B. SHEATHING OR i' COX PLYWOOD SECURED PER NAILING SCHEDULE 2x4 BLOCKING UNDER WALL STUDS SCURE BETWEEN TRUSS RAYS W/ (3) 12d's EACH END 2x DOUBLE TOP PLATE STUDS,w 16' O.C. MTS -12 6 EVER STUD 2X4 BT. PLATE DORMER R ATTACHMENT SCALE: 1/2"=1'-0' 2 X 4 (MIN 2 X 3)1-3/1(p TAPCON FINISI-4 e Lr4NG)INC� EACH STRINGER OR DRIVE PIN (MIN 514ANK SIZE.145 MIN HEAP SIZE 300 3-2x12 SYE' STRINGER DeL 2X12 ��,. MIN EMBEDMENT 1 1/4') EXISTING 151-K,415V. 8" FROM EACH END AND 16- 1X5 RISER O.C. MAX. MIN 1-114' EMBEDMENT 1/4' TEXTURED FIN15H 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 7/8" TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 7/16` OSB SHEATHING MIN EMBEDMENT 1 1/4') 2 X 4 16' O.C. MAX. 8' FROM EACH END AND 18' (WHEN OVER 16' IN HEIGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER I6' 2 X 8 (MIN 2 X 3) 2-3/1(p TAPGON 16" IN HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.145 SECURE TREADS TO STRINGER 2 X SOLID BLK'G a ARCH MIN HEAD SIZE 300 SECURE W/2 -12d EACH END MIN EMBEDMENT 1 1/41) 0 8" FROM EACH END AND 18" ATTACHMENT PER MANUFACTURER'S SPEG'S. O.C. MAX. MIN 1-1/4' EMBEDMENT MTL WPW FRAME 1/4' TEMPERED MA50NITE •NOTE: NO GAPS WDW FRAME GLUE 4 NAIL W/8d'5 8'-12' O.C. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL CUTAWAY (�)_SGAL E• 1/2' =1' - 0" ASPHALT SHINGLES OVER 0 15 FELT ON 1/16' O.S.B. PRE -ENG GABLE TRU58 5PF 5TIFF15ACK (SEE SEALD ENG. PACK 1=0R 51ZE 4 CONNECTION) 2x4 5PF BLOCKING BETWEEN TRU55E3 AT FIRST TWO 5AYS 4'-0" O.G. CAT SHEATHING SEAMS) I CONT, 2x4 5PF RAT RUN ' SECURED W/ (2) 12d's -8 EACH TRU55 (2) 2x4 *2 S.Y.P. DIAGONAL 155RACE W/ (9) 12d'6 a EACH TRUSS (DIAGONAL X -BRACING TO COVER 5 -TRUSSES g' GYPSUM BOARD OR HIGH STRENGTH CLG. NOTE- BOARD DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE e ANY SPAN 15'-m" OR GRATER REFER TO TRU55 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 m CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER O END q GBX— RINGB SCALE: 1/2"-I-0 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) IOd GUN NAILS - ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 126 NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1x8 NAILER SECURE TO TRU33E5 BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS a EA. TRUSS - RAFTER TO TRU55 MT5-12 CREATE VOID FOR STRAP PENETRATION - ROOF DECKING OVER PRE -ENG TRUSSES - PRE -ENG. TRU55- ALTERNATE CONNECTION MSTA-24 RAFTER TO 5LK'G BETWEEN TRUSSES - 0 CONV. !�DAMEROOF 3GALE"=1'-0" 0'-0' TO 30'-0" (1) 'X' 5RACE 30'-1' O 60'-0' (3) 'X' BRACE (1 'X' BRACE Q CENTER) (2 'X' BRACE DIVIpED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER M 15 FELT ON 1116' O.S.B. (2) 2X4 02 SYP DIAGONAIL BRACE ---� W/ 3-126 a EA TRU33 ( DIAGONAIL BRACE TO COYER 5-TRUS6ES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS SPF 57IFF15ACK (SEE 5EALD ENG. PACK FOR 51ZE 4 CONNECTION) '1/I6" 035 SHEATHING USE 8d NAILS AT 4" o.c. EDGE 4 6" o.c. FIELD 2X4 W/ 3/8' X 5 LAG 632' O.G. MAX. OR 6IMP30N META -240 32" O.C. MAX. SHEATHING NAILING TO BE � 6'-8' O.C. IN FIELD 4' O.C.QALL EDGES W/8d NAILS -STORY GABLE END 5CALE: 1/2"=1'-0' FINISH 'a LANDING 3/4" PLYWOOD F.F. D5L 2X& TRUSS 24' o.c. 1/2' CLG. 50ARD NAIL CONT. RAT RUN TO TRU55 W/ (2) 12d 0 EA. TRU55 2X4 5YP RAT ADJACENT -To DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16" O.C. MAX. 11-15 UPLIFT 31MPSOM HTSM20 W/10 106 TO TRUSS AND (4) 1/4" x 2 1/4' TAPGONS TO CONT POURED LINTEL M 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 TRU55 CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2" APART 912 TRUSS ANCHOR RETROFIT N.T.S. 1 3/4" PLYWOOD WITH LANDING DETAIL 4 12-D COMMONS NAILED THiRU 3/4" 36" MIN. FINIS! WINDER DETAIL PLYWOOD INTO FINISI-4 e Lr4NG)INC� EACH STRINGER 3/4" PLYWOOD F.F. 1 3-2x12 SYE' STRINGER DeL 2X12 ��,. 2X12 TREAD i GUT TO FfT REINFORCED W/2X4 SPF FLOOR JOIST W/CONT. 5ErAD OF 1X5 RISER 5U5 -FLOOR ,41DHE6IVE 10` ISL -400 OR SIMILAR EA HORIZONTAL RUN z _ SECURE TREADS TO STRINGER m W/(3)00 3" SCREWS e EA 0 m STRINGER, UNTHREADED SHANK TO EXTEND 5EYOND THICKNESS ` OF SUS -FLOOR, SHEATHING NOTE STAIRS RISERS TO CONFORM TO FBC 200-1 (3) 106 CUT NAILS 2R+IT=24"-25" 0 2X4 F'.T. 3/19" MAX. VARIATION IN RISERS/TRErADB SLEEPER INTO ADJACENT TO EACH OTHER 5LA5 3/S" MAX. VARIATION IN ,ANY RISER/TREAD HANDRAIL CIRCULAR GROSS SECTION DIA. TO ;;:,,;= 1 3/4" +-1/4" OR PROVIDE EQUIVALENT .ESS THAN 4'" TYP. 3ETWEEN SWINDLES N14NZ DRYW: IXIO I NOSING 0 GR,A5FA51LITY 13STAIR SECTION DETAILS WINDERS- MIN. (0" WIDE -s NARROW END SCALE. 3/4"=V-0" MfN. II WIDT�4 s 12 FRO1" 1 NARROW END 34 MIN. HANDRAIL NGT. A R C H I T E C T S Design GroupInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 S UBMV & LOT: TUSCA NORTH LOT #14 PROJECT# 1703.00 MODEL "2720-A GARAGE SWING: LEFT PAGE: MIS C-. DETAILS ARCHITECT - STATE OF FLORIDA CANTWELL 1012079 TE: 12 /17 /10 SCALE: 1/4" =1' — 0" I D 5 SHEET owl W y 0 Q � o J � O � 0 q U M S UBMV & LOT: TUSCA NORTH LOT #14 PROJECT# 1703.00 MODEL "2720-A GARAGE SWING: LEFT PAGE: MIS C-. DETAILS ARCHITECT - STATE OF FLORIDA CANTWELL 1012079 TE: 12 /17 /10 SCALE: 1/4" =1' — 0" I D 5 SHEET owl