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2120 Lili Petal Ct 10-889 (a)FOR: Norton. com CBC1 252212 5850 T. G. LEE BLVD. SUITE 600 ORLANDO, FL. 32822 Twl: (407) 850-5200 Fax (407) 850-5300 • STATE OF FLORIDA DESIGN CRITERIA: ABOVE LAV. LAVATORY *FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. CERTIFIED BUILDING CONTRACTOR: 1 W/2009 SUPPLEMENT AJ. ADD AIR CONDITIONING LUM. LUMINOUS ADJUSTABLE M.C. MEDICINE CABINET o2007 FLORIDA FIRE PREVENTION CODE ALT. D.R. HORTON HOMES • NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION BD.P 5850 T.G. LEE BLVD. SUITE 600 •ALL LOCAL AND STATE CODES CL CAB. ORLANDO, FL, 32822 1B.2— CLC. C LR. TEL: (407) 850-5200 1C—WIND CPT. CPT. FAX: (407) 850-5300 .00CUPANCY — RESIDENTIAL, GROUP R3 C.T. D. PG • CONSTRUCTION TYPE — VB DBL. D.G. PG • MIN. INTERIOR FINISH — CLASS B DIA. PG • BASIC WIND SPEED — 120 MPH (M/S) DI P. CERAMIC TILE PH. PHONE o1—STORY RESIDENCE — DP. PG • STATE OF FLORIDA o2—STORY RESIDENCE — MAX. HEIGHT AS PER n S. PROFESSIONAL ARCHITECT: LOCAL AND STATE CODES DTL. D.W. 9—SECOND -REMOVED GRID FROM WINDOW5, ID AS "COMM. 5PECIFIC° SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 EA. JAMES CANTWELL• USED FOR DESIGN INCLUDE: ELEV. AR NO. 12079 CONCRETE MASONRY RESIDENTIAL EXH. EXT. ,4 • CONSTRUCTION WOOD FRAME CONSTRUCTION F.G./Fx . DOWNSPOUT RM. ROOM DETAIL R.O. ROUGH OPENING DISHWASHER S.C. SOLID CORE EXT DR AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G. A.B. DESIGN GROUP, INC. FIN. . SQ.FT. CALL. S 1441 NORTH RONALD REAGAN BLVD. FLUOR. EQUAL SHT. SHEET EXHAUST SHTHG. SHEATHING LONGWOOD, FLORIDA 32'750 L IVING (15T.) 1041 5Q. FT. FT DR. Tel: (407) "7'74-60"78 L IVING (2ND.) 1152 5Q. FT. GA. GAR.DISP. Fax: (407) 774-4078 G.F.I. R. MACDONALD ELEC. 4 ELEVATION REVISIONS FUEL GAS SL. SLIDING, FINISH SL. GL. SLIDING GLASS FLOOR STD. STANDARD GL. -,4j]pEp OUTLET FOR IRRIGATION IN GARAGE FLUORESCENT SWS SHEAR WALL FRENCH DOOR SECTION GYP. BD. TOTAL LIVING 2199 50. FT. � ��--} , 5Q, FT. H.B. H.C. HDR. HGT.ORHT INSUL. PLAN REVIEW DATE CHECKED BY: GAUGE THK. THICK Cil C,4RAC� 405 5Q. FT. INT. GARBAGE DISPOSAL T.O.C. TOP OF CURB GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE TOT,4L 2 (o(oQ 5Q. FT, ABBREVIATIONS REVISIONS ABOVE LAV. LAVATORY REV. DATE DESCRIPTION 1 03/01/10 CONTROL DATE (NO SHEETS AFFECTED) AIR CONDITIONING LUM. LUMINOUS ADJUSTABLE M.C. MEDICINE CABINET 1A—DOWEL 03/04/10 RYAN MACDONALD REV151ON5 ALTERNATE MFR. MANUFACTURER AMPERAGE MIN. MINIMUM BOARD M.T. METALTHRESHOLD PG 1B.1 LINTEL SCHEDULE (WEKIWA) PG 1B.2— -REMOVED LINEN CL05ET AT FOYER CENTER LINE MTD. MOUNTED CABINET MTL. METAL 1C—WIND LOAD CALCULATIONS -,4DDED OFT. DOUBLE LAV ,4T O. 54TH CEILING N.T.S. TO LE ON CENTER CLEAR O.C. ON CENTER FIRST FLOOR PLAN PG -5WITGHED W.C. 4 LINEN CLOSET LOCATIONS AT SECOND FLOOR PLAN PG 0. 5ATH 4 ENLARGED 5HOWER CONCRETE PL PROPERTY LINE CARPET P.B. PUSH BUTTON PG 03/09110 R. MACDONALD ELEVATION REVISIONS CERAMIC TILE PH. PHONE DRYER PLT. PLATE DOUBLE PLYWD. PLYWOOD PLAN ELEVATION "A" & "B" PG 7A—ROOF FRAMING PLAN ELEVATION "A" & "B" PG -REVI5ED ELEVATION C 4 D TO S' -S" 5RG. HGT. DUAL GLAZED PR. PAIR DIAMETER P.T. PRESSURE TREATED PG 9—SECOND -REMOVED GRID FROM WINDOW5, ID AS "COMM. 5PECIFIC° DIMENSION R. RISER DISPOSAL RAD. RADIUS D1—FOUNDATION DETAILS -REVISED SCORED 13ANP5 TO READ A5 STUCCO, ID A9 "comm. SPECIFIC D2—MISC. DETAILS -REV I SED WINDOW HEIGHT TO T-4" A F F DEEP R.A.G. RETURN AIR GRILL DOOR REF. REFRIGERATOR ,4 04/21/10 R. MACDONALD REV151ON DOWNSPOUT RM. ROOM DETAIL R.O. ROUGH OPENING DISHWASHER S.C. SOLID CORE EXT DR PG D5—MISC. -MOVED ,A/C CHA5E ON FOUNDATION FLAN TO (ollWALL EACH S.D. SMOKE DETECTOR ELEVATION S.H. SINGLE HUNG A U 15ETWEEN DINING ROOM 4 KITCHEN EQUAL SHT. SHEET EXHAUST SHTHG. SHEATHING W_ 05/06/10 R MACDONALD REVI510N -REVISED UNDERSTAIR CL05ET DOOR TO OUTSWING EXTERIOR SHWR. SHOWER FIXED GLASS SIM. SIMILAR 05/19/10 R. MACDONALD ELEC. 4 ELEVATION REVISIONS FUEL GAS SL. SLIDING, FINISH SL. GL. SLIDING GLASS FLOOR STD. STANDARD -,4j]pEp OUTLET FOR IRRIGATION IN GARAGE FLUORESCENT SWS SHEAR WALL FRENCH DOOR SECTION -ALL STONE RETURNS TO BE 2' OR ENTIRE LENGTH IF LESS THAN 4' FOOTING TEMP. TEMPERED GLASS .� GAUGE THK. THICK Cil b- iii GARBAGE DISPOSAL T.O.C. TOP OF CURB GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GLASS TYP. TYPICAL GYPSUM BOARD U.N.O. UNLESS NOTED HOSE BIB OTHERWISE HOLLOW CORE V.P. VAPOR PROOF HEADER W. WASHER HEIGHT W/ WITH INSULATION WD. WOOD INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON SHEET # DESCRIPTION PG C1—COVER PAGE PG GN— GENERAL NOTES PG 1—FOUNDATION PLAN PG 1A—DOWEL PLAN PG 1B— LINTEL SCHEDULE (CAST—CRETE) PG 1B.1 LINTEL SCHEDULE (WEKIWA) PG 1B.2— LINTEL SCHEDULE (PRO—CRETE) PG 1C—WIND LOAD CALCULATIONS PG 2— FIRST FLOOR PLAN PG 3— SECOND FLOOR PLAN PG 4B—ELEVATION "B" FRONT & REAR PG 5B—ELEVATION "B" LEFT & RIGHT PG 6A—FRAMING PLAN ELEVATION "A" & "B" PG 7A—ROOF FRAMING PLAN ELEVATION "A" & "B" PG B -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 M{n � a 6K� !� � � � : tS�k:Y::. _ ~+ S �.�+ ",•m'Vk'flY A R C H I T E C T S 99 Grousign p inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA NORTH LOT X41 PROJECT# 170.3.00 MODEL-. "2199" GARAGE SOWING-. LEFT PAGE: COVER PAGE ARCHITECT: STATE OF FLORIDA 12/8/10 SCALE: 1/4"=l)—O" 1 01 SHEET C I OFI } w � �o 4��Q0000 A U nt Iti W_ Gt 0t .� N Cil b- iii SUBDIV. & LOT: TUSCA NORTH LOT X41 PROJECT# 170.3.00 MODEL-. "2199" GARAGE SOWING-. LEFT PAGE: COVER PAGE ARCHITECT: STATE OF FLORIDA 12/8/10 SCALE: 1/4"=l)—O" 1 01 SHEET C I OFI 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 AREAS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 II. ATTICS W1 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. VIAND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL, ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / 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 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT, FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3-01TRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE. A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/"" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NQS) 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 112" CDX PLYWOOD. 112" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 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 FORAPPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSIITPI 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 U240. 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'/" AMAFLEX, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, %" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 311.2. ARCHITECTS rousign p Gine_ 1441 N. KUNHLU KtH[aHN IiLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 i w w r,4 Lu n O z m Lj SU13DIV. & IAT: TUSCA NORTH LOT X41 PROJECT# 1'03.00 MODEL: "2199" GARAGE :SWING: LEFT PAGE: GENERAL NOTES ARCHITECT: STATE OF FLORIDA CANTWELL NO 12+079 PR CT DAME: 12/8/10 1/4"=1'-0" :SHEET GN OF� 24"X24'5<12" GONG. PAP UJ/3-#5 BARS F.L. (ON 3 -4 — — — CHAIR) MIN. 3" 101-011 10'-8' COY1=R (2 TTF.) r --F 4 1/2' 4 w jL7 D1 4" OL L CONC.-� 0 P1 EXTEND I a0 BLAS 1 1/2 NJ 10 OPT. COV® PATIO 24"X24"X12" CONC. f=AD W/3 -*5 BARS E.I.U. (ON CHAIR) MIN. 3" COVER �4 1/2" 4 w 0- 411 4" �1 I SL Aka � I EXTEND 1 SLAB 11/2 C OV]ERED PATIO OrAu•rou 0230111t�11Y�►�'011�1►1 aRCNrrEcrs Design G ro u p i nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 SUBDIV. & LOT: TUSCA NORTH LOT X41 PROJECT# 1'03.00 MODEL: "2199„ GARAGE SWING: LEFT PAGE: FOUNDATION P LAN ARCHITECT STATE OF FLORIDA PRINT DATE: 12 /8 /1 O SCALE: 1/42)= SHEET I OF1 w U W W � Q L Li SUBDIV. & LOT: TUSCA NORTH LOT X41 PROJECT# 1'03.00 MODEL: "2199„ GARAGE SWING: LEFT PAGE: FOUNDATION P LAN ARCHITECT STATE OF FLORIDA PRINT DATE: 12 /8 /1 O SCALE: 1/42)= SHEET I OF1 Design Goupr ,��. 1441 N. RONALD REAGAN B LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.corl AA #: 0003325 321-411 C4 ■ w c� o � � O I-- � ■ m m c� r— m ■ ■ ■ q aJ (P m mLA m m a 0) cv etl ao ' r- DOWEL PLAN Design Goupr ,��. 1441 N. RONALD REAGAN B LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.corl AA #: 0003325 SSBI V. & zoT: TUSCA NORTH LOT X41 IP ROJECT# 1703.00 MODEL: "2199" GARAGE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA _D _ _ 12/8/10 SIC :1/4"=1'—Q" SHEET I A ©FI C4 w o � � O I-- q u mLA SSBI V. & zoT: TUSCA NORTH LOT X41 IP ROJECT# 1703.00 MODEL: "2199" GARAGE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA _D _ _ 12/8/10 SIC :1/4"=1'—Q" SHEET I A ©FI w.� LINTEL NO. LENGTH GRAVITY GRAVITY L I LATERAL TYPE LENGTH SUS a=B,- aF1Z-¢+ 16- 0- 4-0 6- 92-0 BFS-113 8F12-15 W16-15 SF20.1 8124-119 8F28.15 8F32-15 2'-10" (34") PRECAST 2302 3166 44'13 6039 ID26 9004 10412 i193b 3166 4413 6039 1526 9004 10412 11936 3'-6' (429 PRECAST 2302 3138 3311 4689 &Vol 1315 6630 9941 3166 4413 6039 1526 9004 10412 11936 4'-0" (48') PRECAST 2029 2375 2646 2496 4413 3461 6039 4438 7626 5410 5004 6384 10.412 1350 i193b 4'-6' (54`J PRECAST 1651 1181 19I3 2651 3403 4149 4896 564.4 ZI10 4021 6039 1929 9004 10412 9668 5'-4' (64') PRECAST 1184 1223 1301 1809 2311 2826 333, 3e646 1665 2889 6051 6096 5400 6424 1460 5'-10"(10"J PRECAST 1512 1000 1069 1414 1889 2304 2121 31:31 1459 2464 4144 5455 4431 5280 6112 &1-6' (18") PRECAST 931 1256 2101 3263 2146 3358 3911 45ft 1255 2101 3396 5260 1134 8995 68'90 1'-6' l90')PRECA$T 161 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 bb9b 6613 5041 9'-4' (1121) PRECAST 513 632 1049 1469 1210 1482 1154 2021 188 1217 1818 7644 3469 4030 3121 101-6'(1269 PRECAST 4.56 482 650 am 102b 1126 1514 916 7081 1122 2114 1326 3130 1536 2404 11'-4' (1361) PRECAST 4.45 590 935 1366 1854 2356 1193 2015 598 935 1365 1864 2441 3155 4044 12'-0"(144') PRECAST 414 bob 064 12154 1659 2014 1510 1518 555 864 1254 1693 2211 2832 3590 13'-4' (160") PRECAST 362 421 126 1028 1331 1635 1224 1418 485 146 1016 1458 1905 2343 2920 14'-0'(1689 PRECAST 338 3al 648 919 Ileo 1462 1081 12610 4bb 100 1003 1336 1114 2153 2666 14'-S'0169 PRESTRESSEDNR N.R. 115 NR NR NR NR NR NR 465 166 1310 204b 7610 3185 3169 1521-41(1849 PRESTRESSEDNR N.R. 124 NR NR NR NR NR NR 420 695 1250 1855 2310 2890 3410 11'-4' (208')PRESIRESSEDNR N'R' 611 NR NR NR NR NR NR 310 530 950 14180 1900 2200 2600 19'-4" (232") PRESTRESSEDNRNR N.R. 561 610 NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4' (256 9 PRESTRESSEDNR N'R' 1 490 NR NR NR NR NR NR la3 330 610 940 1340 1160 2110 22'-0"1264")PRESTRESe1a NR NR NR NR NR NR NR NR I60 300 b10 510 12b0 1660 1910 24'-0C28B') PRESTiIESSENR N'R'I 418 NR NR NR NR NR NR 130 240 410 120 1 1030 1 1350 1 1610 w.� LINTEL NO. LENGTH UPLIFT GRAVITY L I LATERAL T I I=, LENC�T11 816-I I?-tt 16-tt 20 -IT ?4 -1T101225 -IT 81=32 -it a41B at:a 6-? 7-ZT 21-10"(34") PRECAST 7121 2015 4101 533? 6569 1011 9055 1449 2021 2121 ?184 3981 9190 6401 1630 4;;,—12021 3'-6" (429 PRECAST 2165 ??B9 3260 4731 9219 9204 1192 1791 1251 2165 2215 3165 4125 5031 6061 1036 4'-0' (48') PRECAST 1815 1989 2032 3680 4532 6381 6245 136 938 1918 1925 2150 3583 4422 5264 6110S35 4'-6' (549 PRECAST 1660 1167 2b01 32151 4010 4161 155?6 -121 12-1 1660 1105 2435 3111 5913 4658 5406 5'-4' (64') PRECAST 1393* 1393 1484 1431 2110 20150 2141 2610 3315 3293 4010 3920 4648 4649 505 5105 PRECAST 1212+ 1351 1930 2505 3094 3665 4241 418 418 1212 1315 lalb 2441 3010 3683 4151 PRECAST 1141+ 1200 1133 2250 2169 3790 3812 101 881 1141 1182 1684 2192 2103 3219 313? 1'-6' (50') PRECAST 9bs. 912 14115 1914 2394 2191 3240 591 6.5'1 990 _102-15714U, 1901 2351 2191 3245 9'-4' (112') PRECAST 6011 612 960 I2b9 1590 1852 .2144 454 630 801 156 1192 1550 1910 22'11 2634 10'-6"1126") PRECAST 116+ 498 133 1021 1261 1496 1131 493 116 611 1039 1369 1111 2034 2358 396 11'-4' (13(p') PRECAST 666+ 439 6% a99 1104 1309 1515 363 556 666 635 9015 1296 11595 1896 2198 12'-0"(144') PRECAST bolt 4000 1 631 516 1001 1166 1312 340 4,54 631 486 BIB 1209 1514 1199 2086 13'-41 (14'x0') PRECAST b00r 342+ 1532 686 541 991 1163 302 3198 513 409 682 1004 13b1 1631 1891 14'-0'(14'x8`) PRECAST 498" 316 493 636 115 9?? 10006 286 360 '345 315 629 922 1254 1561 1616 14'-8' 1116") PI�EvtRESSECa 243 ?915 469 591 124 801 990 549 1302 243 352 552 852 1156 1491 1142 Ib' -4' (184') PREStRESSEP 228 218 430 553 611 501 W5 N R 3'21 728 S29 542 191 1012 1381 1616 11'-4' !?08")PREStRESBED 188 236 361 4b4 561 610 114 N.R. 255 188 216 44964Z 514 1121 1389 19'-4' (232') PRESIRESSEI7 165 201 1 313 401 1 490 518 661 N.R. 204 1bb 239 383 550 136 940 1160 21'-4' (256')PREST498E1? 145 186 215 366 433 512 b90 N.R. lit 142 212 336 411 639 801 993 ??'-0"1264")FREStRESSED 140 180 268 343 418 493 1568 N.R. 161 131 205 322 451 901 111 841 ?4'-0"1008") PRESTRESSED 121 124 165 186 244 290 312 408 380 538 441 680 519 833 N.R. 135 w.� LINTEL NO. LENGTH TYPE GRAVITY L I 5'-10" TYPE LENtxT BR%- 0-05 9"14- OW16- 81 22- 6. 9RF3�0-08 X11 81 6 -IS 0*10-113 E0*14-iB DFM -115 MM2 -18 914126-15 I -15 4'-4' (529 PRECAST 14a9 1591 1021 3053 $412 2952 4992 3994 6412 4929 1941 5904 9416 6880 10515 4'-6' (549 PRECAST 1351 1449 2182 2114 3600 4481 5315 6264 1102 3412 4902 6412 1941 9416 10016 5'-8' (&V) PRECAST 1519 932 1602 .1550 2059 2566 3015 3585 158 1153 2162 4014 6412 6516 5814 6939 5'-10' (101) PRECAST 136 119 1500 1449 1924 2400 2516 3352 1103 2051 3811 6412 6516 5450 64411 6'-8' (80")PRECAST 1459 901 1611 2933 2blb 3223 3812 4522 822 901 1611 2933 4100 6130 8111 61E'J1 1'-6' (90') PRECAST 665161 164 1311 1311 22152 2329 19ba 3609 24bi 5492 2944 6624 3439 5132 1116') PRECAST 311 420 834 1253 1011 1342 1614 15810 bib 925 1491 2119 261E 3595 2a'1b 440111IMT1111111114491"t LINTEL SCHEDULE LINTEL NO. LENGTH TYPE UPLIFT L I 5'-10" LATERAL TYPE BRFI-iT 8MV-7 MWK-iT 8WIS-17 SM2-IT BRF26-1 6W30 -I L 4 .4'-b" ete�b-2T DRFlo-21 811drk-2T 8NG°ib-27 at�eP27-2T 18126-2 81'30-? L 5 LENGTH 4'-4' (52') PRECAST 112 4 11513 2413 3260 4112 4961 bb2b 932 932 1244 1519 2339 3110 4008 4850 5696 4'-6" (54') PRECAST 1192 1901 2311 3121 3931 4156 6511 8153 553 1192 1459 2240 3036 3631 4643 154153 924• 1112 1195 2423 3055 3688 4325 5'-8' (68') PRECASTr'B24 . SFr,.• : •� � 901 601 �• � M .: � 1132 1141 2351 2918 3603 4230 1135 11+42 236? 2966 3501 4195 PRECAST 469 469 1099 1690 2285 2891 3491 4106 C80')PRECAST892 1513 2042 2513 3101 3642630 1100 936 1468 1951 21509 303b 31563 691 1326 1610 2290 2153 3271 1'-6' (90') PRECAST 110 941 688 549 1302 1162 2225 2690 3151 V-5' (116') PRECAST 533• 1 433 1 am 1173 1413 1104 1995 516 614 53'3 1 521 1 1009 1369 1128 2069 2450 440111IMT1111111114491"t LINTEL SCHEDULE LINTEL NO. LENGTH TYPE .4 y'.i L I 5'-10" 404 •'�-:F L 2 g. 8F14o-05AT L 3 1rt'-4" 8F24 -15/1T L 4 .4'-b" ,t «'�: L 5 4'-6" 8FI6-05/1T L ro'-0 BF24-I5/IT L 1 4'-611 BFih-05/1T L S 4'-6" 8F16-05AT L S 4'-fo" 8F1(o-05/1T . SFr,.• : •� � �• � M .: � ' 4 � ..'1~ . r BRF22-15/iT 81=24-15/1T 81=24-05/7 440111IMT1111111114491"t LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L I 5'-10" BF22-15/1T L 2 3'-61 8F14o-05AT L 3 1rt'-4" 8F24 -15/1T L 4 .4'-b" BF16-0511T L 5 4'-6" 8FI6-05/1T L ro'-0 BF24-I5/IT L 1 4'-611 BFih-05/1T L S 4'-6" 8F16-05AT L S 4'-fo" 8F1(o-05/1T SUBI?IV. 8c LOT: TUSCA NORTH LOT X41 PROJECT# 1'03.00 MODEL: ),2199„ GARAGE :SWING: LEFT PAGE: LINTEL sCH]EDULE (CAST -CRETE) ARCHITECT - STATE OF FLORIDA 110 !DA'T'E.- 12/8/10 :SCALE: 1/4"=f -O" SEZEET I ��1 WEEI UJ 74 CONCRETE FRC E")UCT5, INC. P.O. BOX 219 ZELLWOOD, FL 32198 (4211) e06-2511 1-8(�(Za-ra54-5139 FAX 401-88ro-0195 L INTEL No. LENGTH TY f= E L-1 5'-10" 6/22 -5 -ILIAL L-2 3'-�0" 6/I(a-5-1U/0L L-3 1-11-411 5/24-5-IU/IL L-4 4'-6" 8/1ro-5-IU/0L L-5 4'-6" 5/lh-S-IU/0L L-& " (01-6 8/24-8-1U/1L L-1 4'-61 8/I&-5-IU/0L L-8 4'-�" 8/lea-S-IU/0L 10000 iroa�3Z::;>•�..�.t��xlf ��]k.l:� ski. �i��.-s.r<1•�ll--!■Masa-�� atw��r..'..r�.�lr...:.r..>t PRECAST L— 3 WEKIWA LINTEL SCHEDULE 8" LINTEL UPLIFT 891 LINTEL GRAVITY N.R. - Not Recommended 1211 LINTEL GRAVITY LINTEL SAFE LATERAL LOADS IPLF) Lei SAFE GRAVITY LOADS (PLF) SAFE GRAVITY ar ��� TOTAL LENGT 2'-10' .Y��i*-7-��rr->r�r--n1i■■Irr�-alter----r�■ir^r� 811 PLAIN 6021Tm 8/8-6-0 SAM -OL .. ��wi+:l�arx>.� sws..>.�f, ..,��r.r� :air . 1.� .•,... a>■t�x] '�aaaaE-.9l�>. r'o r'o �rY i �:01�(10 .'J�P.i?'� � !r� � I J ®®gra->»��T���^s.-s:��� 8491 10000 10000 10000 10000 10000 10000 -.1��■r f,:,,:.,��r .,r,.a�■nr �.t�>. may-S��'-�t7��.S7t•( 1�:�9 � �'�'� �( l":":�1�['� �r�7�r '�1�� PRECAST 2603 Rlrrrulaaln[Yrzla=�. s:,•a,r s:.��ar=r�:'�r• • •r.>,�r...r..i 9939 10000 10000 10000 10000 �_ r 7�.:=> • �Y� w� �--z w�.� �.vr � � � [.r..r.:..� � r. ..1 a ! r...._r..� ��IG���FY�!'r 10000 iroa�3Z::;>•�..�.t��xlf ��]k.l:� ski. �i��.-s.r<1•�ll--!■Masa-�� atw��r..'..r�.�lr...:.r..>t PRECAST 1821 � r'.::.Y.� !r„lr,,l • !G. �:a�.� � 1- >%� �Z�il� i rz:�� �:.�:i r' 6,133 9515 10000 ���,� 10000 rLy��y'�ryil%1�4�nkl�7cYla�T'�7C� 2921 1853 10000 10000 10000 10000 10000 Elim"m PRECAST 1398 �i='�i� �_ Ali ,-S�' af=t}�l♦�G<:.;.5:.��'Y IL'�-i-.� ]� ���3i.!��7=Yl�:.a♦�ri1c��1�Y1 '1119 ��f:�l♦�l,r.=:! � sw>•�Iu:��lrs:'.->•iYJ.�!lc��.Y].-l�:s:r;�>•�.y,�� ®��■tr�r! 10000 ��-1-� 1�1 E:-! ! PxS � t• rrFa I�IE:Y.1! ISL=�.>;1 �-7.'�l♦ �r�: -T-! �'�i:����i �l:��r%Sir�!!%liis.l-1 �S.i:lcs 2214 5412 10000 10000 10000 10000 10000 4'-S' MEC416T 1298 ��yt•�".,����.Yf.�lt�rra���Lfl� 4660 6586 eee�I V��i�:'_trf,)♦�Fr��_i:i�����r�:.'�.�.:1L' 10000 10000 Ifd000 2111 4902 10000 10000 10000 10000 - .: � . - . _ ..... �YiliEiiliFI-�!L'G�rl•�Yik�!'3C�� %����i� �.k�'a�''-.Y�iL!l��fl�rhl]l•�L'�-]IiYIP_� iw3i�YI=l �Yl��lh��3'1l��t��S=7=� iG� �llrF����1��31-)•�7T'1�17��T�� N.R. - Not Recommended 1211 LINTEL GRAVITY N.K. ■ NOt KOC M1R16'f 000 LINTEL SAFE LATERAL LOADS IPLF) Lei SAFE GRAVITY LOADS (PLF) SAFE GRAVITY ar FILLED TOTAL LENGT 2'-10' TYPE PRECAST 811 PLAIN 6021Tm 8/8-6-0 SAM -OL 8/16 -6 -OL S120 -5 -OL 824 -6 -OL 28 -6 -mL 8/32 -5 -OL 5/B -S -IL 8/12-8-1L E+/lb-S-IL 820 -9 -IL B/24 -5-1L 9/28 -9 -IL 6137-9-1L 100" 0000 0000 0000 0000 00(A0 8491 10000 10000 10000 10000 10000 10000 3'-6' PRECAST 2603 4011 9939 10000 10000 10000 10000 10000 4011 10000 1002]0 10000 10000 10000 10000 4'-0` PRECAST 1821 2921 6,133 9515 10000 10000 10000 10000 2921 1853 10000 10000 10000 10000 10000 4'-6' PRECAST 1398 2214 5018 '1119 9254 10000 10000 10000 2214 5412 10000 10000 10000 10000 10000 4'-S' MEC416T 1298 2111 4660 6586 8520 10000 10000 Ifd000 2111 4902 10000 10000 10000 10000 10000 9'-4' PRECAST 1006 1651 3409 4823 6239 1658 9011 10000 1651 3556 6431 10000 10000 10000 10000 5'-10” PRECA6T 845 1461 3001 5111 8888 10000 10000 1000 1461 3001 5111 8888 10000 10000 10000 6'-b' PRECAST 110 1232 2440 3934 6250 8559 10000 10000 1232 2440 3934 6250 10000 10000 10000 1-6' PRECAST 562 1001 1915 2942 4346 6461 10000 10000 1001 1516 2942 4346 6461 10000 10000 1'-8' PRECAST 544 915 1849 2819 4131 6010 9245 10000 916 1849 2519 4131 6010 9245 10000 8'-0' PRECAST 511 91b 1124 2602 3151 5030 1358 10000 916 1124 2602 3151 5405 1958 1000 8}'-4' PRECAST 482864 1615 2415 3444 4866 6983 10000 864 1615 2415 3444 4510 1 6953 10000 3'-4' PRECAST 411141 361 1991 2168 1$124 1061 141 1361 1991 2168 3169 5124 1061 10'-6' PRECAST 343 636 1148 1649 2231 2962 3583 6094 636 1148 Ib49 2231 2962 3883 5094— ll'-4' PRECAST 315 514 1026 1465 1Bb4 2566 3305 4239 514 1028 1466 1 1964 2566 3305 4239 12'-0' PRECAST ?92 533 9150 1343 1189 2316 2981 3134 533 350 1343 1189 2316 1 2951 3134 PRECAST 211 505 895 1264 1616 2151 2130 3426 505 895 1264 1616 2151 2130 3426 13'-4' PRECAST 255 464 522 1151 11518 1938 2425 3010 464 822 1151 1515 1935 2425 3010 14'-0' PRECAST 239 436 168 1013 1406 1186 2225 2141 436 169 1013 1406 1186 2225 2141 14'-5' PRESTRESSED N.R. NR_ N.R. N.R. N.R. N.R. N.R. N.R. 480 811 1234 1421 1119 1 2188 2662 15'-4' PRESTRESSED N.R. N.R.NX N.R. N.R.NR I N.R, rL . 454 165 1160 1331 1660 1 2032 2459 11'-4' PRESTRESSED N.R. NR N.R. N.R. NR N.R.N.R. N.R. 389 1 (052 982 1111 1319 1 1611 1991 19'-4' PRESTRESSED N R. N. N.R. N.R.N. Ng. N.R. N 339 561 849 962r 1111 1415 1616 20-0 PRESTRESSED N.R. N. N N.R. N.R.N.R. N.R. N.R. 32D 543 812 911 1122 1345 1590 21'-4' PREStRES8E67 N.R. N.P. N.R. N.R. N.R. N.R. N.R. N.R. 295 500 146 640 1024 1224 1441 22'-0' PRESTRESSED N R. N.R.N.R.N. N N.R.N. N R. 261 481 111 806 981 1111 1316 24'-0' PRESTRESSED N.R. RN.R. .R. R N.R.N.R. R. N.K. ■ NOt KOC M1R16'f 000 NR.. Not Recam wxW 8" LATERAL TABLE LINTEL SAFE LATERAL LOADS IPLF) Lei TV- SAFE GRAVITY ar FILLED 21.101 ecae't wo 36 3'-6' Pracaet 1300 7558 4'-0' Recast 1010 2100 ET19� Precast 900 1150 4-8' Precast 850 1600 5'-4' Precast 110 1400 5'-10' precast 625 t200 b' -b' Precast 540 6050 1'-6' Precast 440 890 �>_ � �^'^� �r-*711 �r*:�*>• �*^� �rr^>• �� 850 W.O. m�mmmo�r-^;vim 410 870 5'-4' predast 390 180 9'4' precast 640 600 10'-6' Precast 3w bw 11'-4' Recast 215 550 12'-0' Recast 255 510 124' Recast 245 490 ' Reeaat no 40 14'-0' pwa8t 210 430 14-8' Prestressed 110 390 15'4 Raetremeed 165 310 ' Restressed 145 320 19'-4' Redressed I 130 280 201-01 Frommayd 120 260 4 " E-4 116 236 121-0' aetrsmeed illp 225 241•V 1 � SEH SEE SCHEDULE '13' BARS - SEE 8CHEPULE I NR.. Not Rm mmaded SHEET Tlmm NR.. Not Recam wxW 8" LATERAL TABLE LINTEL REINFORCEMENT SCHEDULE •::•i:�: LIlRIL L1110TN :• :• :• c:•::• ::•:"::.............................. ;;• ;• ;• ;• iti:ii i:i i::•i:i• i•i::•: :•:x;a11CH:):::+::t::::1::t•721NCN•;x..... ::'A RCERE7IT:::•:t•>:;•>:•:;•:•B'RODFOR Mt?IT)::;;:;•;:• LINTEL SAFE LATERAL LOADS IPLF) Lei TV- PLAM FILLED 21.101 ecae't wo 36 3'-6' Pracaet 1300 7558 4'-0' Recast 1010 2100 4'-b' Precast 900 1150 4-8' Precast 850 1600 5'-4' Precast 110 1400 5'-10' precast 625 t200 b' -b' Precast 540 6050 1'-6' Precast 440 890 T.D. Precast 430 850 W.O. Recast 410 870 5'-4' predast 390 180 9'4' precast 640 600 10'-6' Precast 3w bw 11'-4' Recast 215 550 12'-0' Recast 255 510 124' Recast 245 490 ' Reeaat no 40 14'-0' pwa8t 210 430 14-8' Prestressed 110 390 15'4 Raetremeed 165 310 ' Restressed 145 320 19'-4' Redressed I 130 280 201-01 Frommayd 120 260 4 " E-4 116 236 121-0' aetrsmeed illp 225 241•V 1 � SEH SEE SCHEDULE '13' BARS - SEE 8CHEPULE I NR.. Not Rm mmaded SHEET LINTEL REINFORCEMENT SCHEDULE •::•i:�: LIlRIL L1110TN :• :• :• c:•::• ::•:"::.............................. ;;• ;• ;• ;• iti:ii i:i i::•i:i• i•i::•: :•:x;a11CH:):::+::t::::1::t•721NCN•;x..... ::'A RCERE7IT:::•:t•>:;•>:•:;•:•B'RODFOR Mt?IT)::;;:;•;:• 2-10" TO 6-1' T-10" To 51.r NONE 0-ly TO O!W F-1101 TO 61-01 W14 NONE 7w T-0 "I 7W io OW f2i 03 NONE W41 To 14'-0' a4" TO 1 T -C Iib Q03 14'-8' To 15.4'7119' 4'-2- PRESTRESSED 2 as 4W 1450 4'-4' Precaat Ib5 S' PREMMSED REFERTO INTEL SECTION FOR FTIFORCETIENROAC110NS " (1) 05 CONTINUOUS 8'?CIb' KNOCKOUT BLOCK e �.. 33�00� ppgg I�LL f (CONCRETi PL�p EDL IN FIELD) .. •;:P Tom' LE.1IG'' v (1) 5 CONTINUOUS (OPTIONAL) 1/32' STIRRUP& AT 4'-0' cc =iry 'A' 15ARS (MAIN RE".) SEE SCHEDULE N.R. - Not Reaoemended 8" RECESS DOOR HEADER LATERAL TABLE RECE58 DOOR HEADER SAFE LATERAL LOADS TLF) JQi Type 8' RC'E1!M 8' ED V.S. Precast 590 1115 4.-0. Precast 20 Im 4'-2- Precast I 4W 1450 4'-4' Precaat Ib5 I" 4-8' Precast 40 1240 V.D. Precast 320 950 b'-5' Reoast 250 160 1'4' Pmtcast 200 640 9'-5' Recaet 160 490 Ib50 T.V Pwast 500 1600 precast 1530 8'-4' Precast 120 1460 9'4' Prsrcast 640 1710 10'-6' Prsraat 550 ®®i♦�JT�0 ' Recaet 0 1117,777r'0 0 17,77-71111111111.'mor"17 IT= 0 N 9777M��.±111111111111 Precast 480 950 12'-6' PI^9Cast 460 910 Roast 430 550 14'-0' Precast 400 500 14-8' Recast 980 160 15'-4' Pteeast 350 130 1/32' STIRRUPS a 4'-0' C/C ptecaet 320 630 N • Not Recommmded m m m 4 " E-4 ".g t .: ~ 'A' (MAIN RPINFJ NOMINAL WIDTH/HEIGHT OF LINTEL PRI1�T DATE: 12/6/10 SCALE: 1/4"=1'—O" 1 � SEH SEE SCHEDULE '13' BARS - SEE 8CHEPULE I m SHEET N.R. - Not Reaoemended 8" RECESS DOOR HEADER LATERAL TABLE RECE58 DOOR HEADER SAFE LATERAL LOADS TLF) JQi Type 8' RC'E1!M 8' ED V.S. Precast 590 1115 4.-0. Precast 20 Im 4'-2- Precast I 4W 1450 4'-4' Precaat Ib5 I" 4-8' Precast 40 1240 V.D. Precast 320 950 b'-5' Reoast 250 160 1'4' Pmtcast 200 640 9'-5' Recaet 160 490 12" RECESS DOOR HEADER LATERAL TABLE RECM DOOR HEADER SAFE LATERAL LOADS IPLF) Total Length Twe �,PLLAIN EA 12' FILLED 3'-8' Precast 2025 3210 4'-0' Ast 1110 2860 4'-2- mwast Ib50 2690 4'•4' Recast 1515 2540 4-5' precast 1420 2290 51•5' Precast 1080 1150 61•8' 1 Precast 515 1428 1'-8' 1 Precast 130 1190 V.21. I Recast 00 x.]00 12" LATERAL TABLE A R C H I T E C T S Design Group ,n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 LINTEL SAFE LATERAL LOADS IPLF) Z T9_ PLAIN FILLED et 3500 6900 -b' precast 2400 4115 4'.0' Recast ISO 31180 4'-6' Frecast 1650 3450 LEG LI TO 5 --(1) CONTINUOUS F1 avast 550 3200 W-4' Precast mo 2580 W.10' precast 1160 2250 6'-b' Recast 1000 1950 11.6' PwAm 520 Ib50 T.V Pwast 500 1600 precast 1530 8'-4' Precast 120 1460 9'4' Prsrcast 640 1710 10'-6' Prsraat 550 1110 ' Recaet 510 1000 12'-0' Precast 480 950 12'-6' PI^9Cast 460 910 Roast 430 550 14'-0' Precast 400 500 14-8' Recast 980 160 15'-4' Pteeast 350 130 1/32' STIRRUPS a 4'-0' C/C ptecaet 320 630 N • Not Recommmded m A R C H I T E C T S Design Group ,n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIVi & LOT: TUSCA NORTH LOT X41 PROJECT# 1703.00 MODEL: )) 2199" GARAGE SWIKG: LEFT PAGE: LINTEL SCHEDULE (WE KI WA) 1)'lb CONTINUOUS I)¢0s!l��CppOggNTINUOUS kb W L ,LAGER T TOP LEG BAgR&44 GYu 7GR 14'-CP•fH Li_NGTHS (CONC04E IN F'IELD) 12 ' ,T1�O 4 EgGqDARa6�: 4`2t F•4'-90 LENGTH& ARCHITECT' =: 1/92' STIRRUPS * 4'-0' C/G LEG LI TO 5 --(1) CONTINUOUS STATE OF FLOR A - (1) 09 CONTINUOUS�: (OPTIONAL) I 4 f tif11(p 1f11tA T- t (OPTIONAL) 'A' EARS (MAIN REINF-) A BAR$_IMULI�I REINFJ SEE -1c4 SEE SCHEDULE rx r+GD w � � "i5' a RS -SEE SCHEDULE , 1/32' STIRRUPS At 4'-0' cc � Q Li Li N- TYPICAL c 8"X8" SECTION TYPICAL LINTEL 8"X8" RECESSED SECTION yj IONQL 06T STOP LEG BApR�S= �l1P�tP W A It (P LE I4'A1A TI-IS AR O 1IN 1/32' STIRRUPS a 4'-0' C/C IIIIIIIN m m m 4 " E-4 ".g t .: ~ 'A' (MAIN RPINFJ NOMINAL WIDTH/HEIGHT OF LINTEL PRI1�T DATE: 12/6/10 SCALE: 1/4"=1'—O" 1 � SEH SEE SCHEDULE '13' BARS - SEE 8CHEPULE I m SHEET SUBDIVi & LOT: TUSCA NORTH LOT X41 PROJECT# 1703.00 MODEL: )) 2199" GARAGE SWIKG: LEFT PAGE: LINTEL SCHEDULE (WE KI WA) LNo. OF ADDITIONAL "5 BARS IN UPPERo ��� Of TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 12"x8" SECTION ORL.OWERLINTEL CAYITY 11 JD 1)'lb CONTINUOUS I)¢0s!l��CppOggNTINUOUS kb 3000 P31 CONC. FILL (CONCRETE PLACED IN FIELD) L ,LAGER T TOP LEG BAgR&44 GYu 7GR 14'-CP•fH Li_NGTHS (CONC04E IN F'IELD) 12 ' ,T1�O 4 EgGqDARa6�: 4`2t F•4'-90 LENGTH& ARCHITECT' =: 1/92' STIRRUPS * 4'-0' C/G LEG LI TO 5 --(1) CONTINUOUS STATE OF FLOR A - (1) 09 CONTINUOUS�: (OPTIONAL) I 4 f tif11(p 1f11tA T- t (OPTIONAL) 'A' EARS (MAIN REINF-) A BAR$_IMULI�I REINFJ SEE -1c4 SEE SCHEDULE rx r+GD "i5' a RS -SEE SCHEDULE , 1/32' STIRRUPS At 4'-0' cc TYPICAL LINTEL 8"X8" SECTION TYPICAL LINTEL 8"X8" RECESSED SECTION yj IONQL 06T STOP LEG BApR�S= �l1P�tP W JAME A ELL LE I4'A1A TI-IS AR O 1IN 1/32' STIRRUPS a 4'-0' C/C IIIIIIIN lONAL 055 �� 15 ".g t .: ~ 'A' (MAIN RPINFJ NOMINAL WIDTH/HEIGHT OF LINTEL PRI1�T DATE: 12/6/10 SCALE: 1/4"=1'—O" 1 � SEH SEE SCHEDULE '13' BARS - SEE 8CHEPULE I P'LAIN OR SOLID LINTEL r SHEET LNo. OF ADDITIONAL "5 BARS IN UPPERo ��� Of TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 12"x8" SECTION ORL.OWERLINTEL CAYITY 11 JD PRO -CRETE LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS LI IT -4' P-8X22-1GAU L2 4'-6' P-8X1b-1G1IU L 3 4'-b" I F_Sx24-IG/lU L 4 6'-I•' P-8X1b-1G/IU L 5 4'-b- F-8X16-1G/IU L 6 6'-b- P-Sx24-43/1U L 7 4'-6' P-axlb-1GAU L 8 4'-6- P -SX 16-1G11U L 9 4'-6" P-SXIb-IG/lu L- 4 C4 L- 3 An W-011lip 4n, � CONCRETE LINTEL PRQEIRZES AND SPfECEICAi"IOUS: 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 [Intel for 8" and 12" CMU construction: 3,500 psi ft) 2. Precast, prestressed lintel for 8" CMU construction: 6,000 psi (Pc). 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 [Intel: ASTM A416, Grade 270, law relaxation. 7. Steel reinforcement added in the field: ASTM A615, Grade 40 or 60. 8. Mortar. ASTM 0270. Tvoe M or S. GENERAL STRUCTURAL 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 5Th" 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 0360 deflection ratio. 10. When allowable load capacity of a precast unfllled lintel Is exceeded by the dead load of grout filled composite lintel during construction, lintels shall 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: Appiied vertical load + Al2VAled bgd=ntal = 5 1.0 Safe vertical load Safe horizontal load 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 ACI 530 and ACI 318. 4. Load ratings are expressed as uniformly applied in pounds per. linear That 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 eelK 8. 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 unfformly distributed load. 10. Tabular values assume a 61//2,1 bearing at each end. Reduce tabular values by 20% for a 4" bearing. 11. When Grade 40 reinforcing is used, tabular load ratings must be reduced by 20%. Nat" width Dimension anches) P-8X20-1G/2U Field Placed *5 ears) ReW t L N . Uplift or G = Gift) Ploral W Depth airtmarislon ondtes) P - Poured Group E - Precast only (may) Far Door Headers, depth *0 be designated by a 2" reduction In nohtinal depth and the tetters 'RDH' A be added after the naminal width. Width SWP R ==N FROM 6r. F r511HN'A_C r QM TAM PA: R*duct D6SCrrptton: P-BXZ00W and ,KM,ed long h: 5' 10" Wtdth and Depth actual dimensions 3/8" (Ma*mxn albwabie span fbr lintel Is length mince 13") lase than expressed (nom") dinnerlsfahs. Allowable Gravity load (per foot): 3,23818 Allowabre Late al Load (pix foot):1,285# Allowable Uplift Load (per foot): 3,8].0# . 0 TMWM f torr , fBRAViTY . w Field placed masonry units • ' ... Field uplift ft aaernent . a, ' iA7ERAL + ' Freld-Poured grout P-OX12-IG P-SX16-1G P- W --1G P-gg!LIG 7-10- (34h PRECAST 2,887 a7,319 A� 1 �77Z Field placed r -am y whita •" .' grout . ` 7uad 1 5 14 placed Gravity Retrib amerrk ("G") . . �,• • Phhecast section (relrQbreed e per "ad spedikatI res) Width SWP R ==N FROM 6r. F r511HN'A_C r QM TAM PA: R*duct D6SCrrptton: P-BXZ00W and ,KM,ed long h: 5' 10" Wtdth and Depth actual dimensions 3/8" (Ma*mxn albwabie span fbr lintel Is length mince 13") lase than expressed (nom") dinnerlsfahs. Allowable Gravity load (per foot): 3,23818 Allowabre Late al Load (pix foot):1,285# Allowable Uplift Load (per foot): 3,8].0# . 0 TMWM f torr , fBRAViTY 0 aI (44") PRECAST OG P-SX12-M P-OX16• DG P -00 -OG P-U2+*G I.erre-rH iA7ERAL TrtaE E aXs P- 1G P-OX12-IG P-SX16-1G P- W --1G P-gg!LIG 7-10- (34h PRECAST 2,887 a7,319 A� 1 �77Z T-10" 149 4 6 7 3,5:33 4074 PRECAST 1 5 14 7.52 0 457 3,467 3,487 10,396 3'-6" 1947 14MI 5752 7,129 8,467 T -V (4") 16 Z173 4 6,983 0,721 W38 (48") PRECAST 2,138 PRECAST 1,136 9 3,976 4.89S S.813 44% (48°) 1,71 187 3,259 5=0 7.114 8.515 410 4 1 6,427 8,426 965 192 1,642 3.567 4,236 41-6„ (54")MB*T1,450 (64'' PRECAST 1,481 349 4 SAW 7160 T-4" (64") PORKAk 1,165 1,486 1 191 61 3.985 S ASO 1,�0 - 6.731-»_ 1732 ow 1.226 2.749 6 5 479 _ _ 5 3 259 - 1,411 8 !O8 2 3810 6 4 6'-6" 061 208 32M 4,448 T-10" (70") PRECAST 1,040 764 X L092 143 1 3 7 4 IA4 1 3,01 1 4,376-S.715 7054 --- 5574---- 4'-6" (54") 692 982 1275 __ .,_ 2 349 3.666 04" (78„) MWAST 907 720 I 1,1=0 1 676 3770 0 aI (44") PRECAST 1,989 UPLIFT 4,771 iA7ERAL (48") EBxe P6M(B- tr P -8X11 P -8X16.1 P -8X20.1 P� P-8X8.21i R1X12-2 P•8X16 2 P•8X20-z P•Mit P -8X28-1 a IA2-1 -5 &W P•8X8 A� LTsNE7M TYPE T-10" (34') PRECAST 3,5:33 4074 PRECAST 1 5 14 i7 0 2,1171 3,467 3,487 10,396 3'-6" (42h PRECAST 2,571 944 4 845 747 10 1 141 1 16 �25 2� 5,451 1.944' 4 47 10 141 14 1 41-W (48") PRECAST 2,138 PRECAST 868 8150 9 943 7-6" (90") 2.092 2,092 3,743 3404 S 150 9.96 1{�4g 4�6" 154"1 PRECAST 1,832 1.079 410 4 1 6,427 8,426 9 1 15 1,642 1,842 2,727 079 410 4 9 6,427 8 9 871 i 5'-4" (64'' PRECAST 1,481 562 875 632 1004 4.671 6 7109 81 125 ..__...www.. 128 1,486 1 1,763 899 1 1 .453 3.00 r"Irfn-t-MM 7,0115 5'-10" (70"} PRECAST 1,�0 - 6.731-»_ 1732 2332 3810 (48") S739 6 1,285 _ _ 5 3 259 - 1,411 8 !O8 2 3810 6 4 6'-6" (78"} PR6CP�] 1,Oa7 734 ! 1 3038 3,6111 4,470 5131 1,127 1,127 1,085 7 4 IA4 1 3,01 1 4,376-S.715 7054 BINCH RECESS LINTEL I LATERAL , - £-$X6-RDH I P -8X6 -RDH I ADDED #5's Y-8" (44") PRECAST 1,989 1,989 4,771 4'-0" (48") PRECAST 1,761 1,761 3,743 4'-4" (5211) PRECAST 1,581 1,581 3,014 4'-6" (54") PRECAST 1,504 1,504 2,727 5'-8" (68") PRECAST 1,121 1,121 1,516 T-10" (70") PRECAST 1,081 1,081 1,411 6'-8" (80") PRECAST 920 920 1,021 7'-0" (84") PRECAST 868 868 909 7-6" (90") PRECAST 801 801 773 ...-NIA ___ NLA --- 339 632 912 1219 (116") PRECAST 598 598 432 8 INCH LINTEL t�RAVI E -8X8 P"BX8.OG_ P -8X8 -1G P -8X12 -OCG P -8X16 -OG P w8X2Q-OG P-8X24:OG P -8X12 -1G P-8X16-iG P -8X20 -1G I P-8X241G P -8X28 -OG P-$X28-iG P -8X32 -0G P -8X32 -1G LENGTH TYPE 14'-8" (176") PRESTRESSED N/A --�A-_.r » » N1A ._.FNNfA A - 772 1992 2644 iV�A.....l399 3 233 -- 3478 15`•4" (184") PRESTRESSED N/A __.. NSA.--- 365 ---1A....N�A 701 1835 2436 2 980 3 205 17'„4„ (208") PRESTRESSED N/A --� .... 286 NIA.... M -JA - 562 1025 1466 1951 2,389 2,565 19'4" (232") PRESTRESSED N/A ---N+A---- 231 N.La-.-. __.1 A_........ 7A -- ---- N.t'A ........ 457 840 1205 1606 IA.... 1,968 _"__ �.LA.._ 2111 21'4" (256") PRESTRESSED N/A ...Ah 189 ... NA.._ ... Y .._ ..-N1 A -rr -A&....... 378 701 1009 1,348 AjA__. 1,653 _... 1,771 22'-0" (264") PRESTRESSED N/A --- Nl'A.........N(A„» 168 ...-NIA ___ NLA --- 339 632 912 1219 _-__ 1498 1,603 24'-0"T(28113") _ 141-,- -11t-1 142 PRESTRESSEb N/A -_-. NIA N ANJA... ..k ..». 246 468 -.680 914 N.�A --- 1,124. ....1V ALLIA 1,200 R INCH LINTELUPLIFT UPLIFT F -8X8 P -8X8-2115 P 8 i2 -2U ILE P -8X16-211 P -8X20 -'2U P 5X2420 P -8X28-211 P -8X32 211 LENGTH TYPE N/A N/A 365 N/A :N/A 312 N/A N/A 4 14'_8" (176") PRESTRESSED N/A ..._342 --- 248 332 --- 396.......... --. 524 682 848 ..-672 ......... -- ----977 _.. ..-1356... 988 _ - 1 654 » 1,142--- _. i 893 198 (184") PRESTRESSED N/A 226 -5W2315.3 309502 0 .w 641 782 5,. ._616 '-- ..5912 . .. 2 43 ..1987 -- 112--- 17'4- (208") PRESTRESSED N/A ..__ 191--_„ 194 ___ 261__ 301 424 548 652 ...w"96§ ... .w.-..._._._ _»...www.___. 509 757 1024 773 _.__-._-._»_ 1294 868 ._.»_,464.Y. 1464 19'-4" (232") PRESTRESSED N/A 165 ----169 _YY 2.. .... 259 -._ 354 -. .. 578 .... 435 _..,6332 ------s51.r__ 655 _ w._ i 109.. __ 762 _ . 1237 21'-4" (256") PRESTRESSED N/A _ 141-,- -11t-1 142 197 ..ww.-------- 232 _ _312 402 501 --.........» ..........ww w.. 362..5 552 732 5. -_.-----_-- 924 663 1,052 22'-0", (264") PRESTRESSED N/A ---138_-» 194 ____________ ----------356 301 384 473 513 691 562 875 632 1004 24'-0" (288") PRESTRESSED N/A 125 ..__...www.. 128 ___.181....... 203 256 344 431 ....._.... ..Nw...w.. ,._..-rww.»._..._.Iwr__.. 1 321 1 472 1 608 501 1 762 572 864 ,LATERAL UPLIFT 8-8X8 P -8X8 ADDED P -8X20 -OG P -8X24 -0G P -8X28 -DG 'N/A 382 N/A N/A 365 N/A :N/A 312 N/A N/A 4 267 N/A -N/A 228 N/A ,N/A 219 N/A N/A 198 N/A DRISCOLL ENGINEERING, INC Post Office Box 357577 Gainesville, Florida 32635-7577 Phone: (352) 331-1513 Fax: (352) 333-6996 EB#8690 d raaf'�huh a Ttkl"a"Ca aaDAurTv 6 INCH RECESS LINTEL UPLIFT P -8X8 -DG P-8X12,OG P -8X16 -0G P -8X20 -OG P -8X24 -0G P -8X28 -DG P -8X32 -OG P -8X30 -RDH -IU P -8X30 -RDH -2U E -8X8 kPi-axe-IG P -8X12 -1G P-8X16-iG P -8X20- -G P-8X241G P -8X28 -1C I P -8X32-113 LENGTH TYPL 3 -8 " „ (44) PRECAST 2,027 988 _3�r045 _ ~"--~988 ......-'-, 297 - _ 5_i ..._...w._ r_ 5 665 8.365 ___ r.._ 101354 Y-- 8 365 10 354 . • . 121292 ...... 12,292 _wr13.rg51Y.Y. 13,954 4'-D" {48") PRECAST 1,799 881 2f _ 1 ___- ----- 881 .-»». __- 3 403 31893 ?1319 9.772 12 224 14,6.77-_ L.L1 .Q_r_ _ 19,582--- -19815 2'-10" (34") PRECAST' 2,887 --- 4,219 -- 7552 -iQ005' __-.1 ___....... 1245? 14910 17363 760 -.__- ---1785 _---- w_»_,760 2409 3431_ .,......_ _r-_431 51198 .w_ _,__ 61808 --- 5440 7448 ---- 8 418..._..:.... 9165 91751...., 10 332 1947 41351 5.792 71129 �,_ __ 8.467_"__ _- 9.885-___ __li�i42 -- 3'-6" (42") PRECAST 2,080 """2175 --4 5%9 �- __ -- 6 9133 ___ B 721 10 438 12 155 13,873 6'-W' fi'-B" (80") PRECAST 214 ia136 3105E 3.9 6 _ 895 _ 51813 - - - 6.731-»_ ___ ..... __ 4'-0" (48") PRECAST 1,717 _ r-- 1 187 - - _ _ 5 3 259 - w- 5 220 55 _ _ - 7114 - $ 515rrr» 991 916 11317 457 580 -__- 457 951 1 130 1.130 _.._.. l45z__ - ---- 1,452 2,600 z�,561 3 717 965 21192 (116"} 3.567 4t236Y. __ __Y: c98S _- --- 5574---- 4'-6" (54") PRECAST 1,46Q __ ..1008 __ .,_ 2 349 .».-2ts ,_ 4 004 ,_, _ . 5 fi60 _-- 7188 8,371 9,553 «_.w„3., 3 958 6 377 822. 11191..., 2x619 524 .....6t646»....r..7.559Y.. 1,130._..,. 1�973.,...r Y-411 „ (64) PRECAST 1,166 857 1,226 ' 1226 r....3c985:..._.5t350 - 2f749 4,114 5,479 6844 7,877 __„_._ www... 3,031 4 088 5146 6 334 733 9 2.02$ 3t23B___ 921 .. 5ciz1.___ » &c051 ._ 5'-10" (70") PRECAST 1,040 rr...r64 .... ___11061-_ 1092 _ .» - 2143 .. 3 353 ...4.448__.. 4 563 5 772 6 982 ------21683 _-_ 2 683 3,675 4 667 692 982 =M 2,572 --- 3,666,_„ _ 4759 1,1215 6'-6" (78") PRECAST 907 ------ ---1--- --- _ __1275 _- » 1582 --- _„- 2 676 3,7" 0 4 863 5,957 .-__ 2234 3142 1 4 049 1,085 582 824 11068 1.694 2,602 _ 3.509---- - 41417 -- 7'-6" (90") PRECAST 76D ___b85__ _..847 1092 1780 --- _-- 2,688 3,595 4,503 1081 _-_---1 1,596'-+--1 259 _._31,255 502 711 920 1. 846 2,621... ,.3139_ 7 V-611 (10211) PRECAST 702 522 730 940 1 151 w,-1, -1,920 __131 2,695 3,471 (102") PRECAST 427 545 833 11118.. 637 2,129 _ r.._ 1.--- 57--- -- 21749__-- 9'-4" (112") PRECAST 582 -----451 468 .,. __r_ I. _wY.a _-r. 843 ,....101 1031 __ --- 1221 ------- 2,123 2 814 9'-4" 394 557 721_ 885 1.049 2,046 ._ i0'-6" (126") PRECAST 506 -----410 .- _ _ -"573 r_»736 .._- 90� _.. .....2 065 .1215..E 1,503 .. 2,103 -.1 135._ _ �13�'3:.. rr.i1593ww ,.wir3� _ 512 563 714 867 11719___ 11'-4" (136") PRECAST 461 _ __411 ...... `--. __-577 r._. -~_ _-_ 729 _ 55 881.... __-11020-___ 1034 ___ ..1,74 __ 1118 8 ___ 1779 PRECAST 376 _ 421__ __ _584 _ .421 r 747..-- _ 794 w 962 5 f1004 ...... -� i 179 563 714 867 595 595 12'-D" (144") PRECAST 431 w.ww...W...»»-» 426 .rwr ».rrrrrww 577 ....r...r..r,. 729 ........ww.ww_ 881 , 1034 1,188 1773 512 267095 386 527 670. 812 955 11099 51258 5 13' -g" (160") PRECAST 340 --399-_ _ _ 541- -_ -683 - _ .w.w826 - -969 r _ 1113 5 ........... .,15197 1383 1,570 343 469 595 722 PRECAST 976 .1104 14'-0" (168") PRECAST 285 355 481 -607 734 _849 861 988 _..4--- ------ 1,116 187 329 378 .www.___ _.rr_r__r.._____rrrrr_.rrrr.r_.. 587 Sit __ 757 646 927 325 444 564 684 804 924 14'4" (176") PRECAST 239 .r-o._w....w 337 r.rrrw .._.r, 456 57ra 695 815 ._ . -.-w_. ___ 935 ..1045 i,,067-.. 157 309 422 536 649 763 877 992 15,-4" (184") PRECAST 202 320 433 547 660 660 774 888 1003 6 INCH RECESS LINTEL UPLIFT -l?Y8X6-RDH-0G P -8X6 -RDH -1G P -8X10 -RDH -OG RR10-'WR-iG E-06- RDH - P=8X6 _RDIi:1U P-SXi(LMfl-111 P -8X6 -RDH -211 I P -8X10 -RDH -211 f' -.3X14 -RDH -111 P-8X14-R76H-211 I P-8X18-RDH�IU P-8X22-RDH-lU 13 -8)(18 -RDH -211 I P -8X22 -RDH -211 I P-8X26.1tDH-111 P -8X26 -RDH -211 I P -8X30 -RDH -IU P -8X30 -RDH -2U LENGTH I TYPE P -8X32 -1U P -8X32-211 E -8X8 P -8X8 967 31898 4483 5�654_._.,..__.w.6„_.. „ 21-10" 3 -8 " „ (44) PRECAST 2,027 988 _3�r045 _ ~"--~988 ......-'-, 297 - _ 5_i ..._...w._ r_ 5 665 8.365 ___ r.._ 101354 Y-- 8 365 10 354 . • . 121292 ...... 12,292 _wr13.rg51Y.Y. 13,954 4'-D" {48") PRECAST 1,799 881 2f _ 1 ___- ----- 881 .-»». __- 3 403 _____ 446607__-_ 4607 ___. 6.980__-_ -_-91107 -_-- 6 980 9107 ----10.812 ,.r-- 10 812 -.-_12 ?12._.. 12 240 4 -4" (52„) PRECAST 1,619 796----ir.952r_.r. ----796 2,704 3r17$0._..w -Y. 3,780 ._._ 51727 »»» ----71 03 5 897 8,014 ___--0278 ..... 9,654 _.Y..lOt777__.» 10 899 4'-6" {54") PRECAST 1,542 760 -.__- ---1785 _---- w_»_,760 2409 3431_ .,......_ _r-_431 51198 .w_ _,__ 61808 --- 5440 7448 ---- 8 418..._..:.... 9165 91751...., 10 332 5 -8 „ (68) PRECAST 1,008 599 _.._11+038 _... --------------- 599 1,273 1507_,.,_ _,..-_ 1,507 __.r 2.965 --- .... 31876 r...r 3 324 4 85$ ._. 4786 .... 6 392 ____ 51419 ___ 7 649 5` -10" (7fl") PRECAST 941 5$0 974 -___580 _�. ___3231 1458 -�-1458 ..___3 �.__.2t773._,_. ,82.»_._ 3 088 4 565 ---.4.1473 �...,-5045 042 __-- 7,242 6'-W' fi'-B" (80") PRECAST 214 ..... __._ -,_-1083 --1284 )055 2,210 3,506 4 801 S 820 7' -0" {84"} PRECAST 195 491----- 664 -_._491 1026.._ 1217__-_ .,1217 -... it563 .r_Y.711 1563 3,110 ,1�6'9...�_ .... 2&.R. 4 328 M.__3 2S2 _.. 5,268 7'-6" (90") PRECAST 171 457 580 -__- 457 951 1 130 1.130 _.._.. l45z__ - ---- 1,452 2,600 z�,561 3 717 -?L765-. 4 557 9'-8" (116"} PRECAST 113 370 _.,...35 ------ 358 594 810 ------- ..............» 872 ._...._969 _.... .......1,254 ____ 1 122 1,371 _-,__Lc538�--- 1619 -----11515.._.. 2 495 A TINI'.1•i 1 TNTFI GRAVTTV ARCHITECTS 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h £-8X6-RDH -l?Y8X6-RDH-0G P -8X6 -RDH -1G P -8X10 -RDH -OG RR10-'WR-iG P-BXI4RDH-OG P -8X14 -RDH -1G P -8X18 -RDH -OG P -8X18 -RDH -1G P -8X22 -RDH -OG P-8X22-111DWIG P -8X26 -RDH -OG I P -8X26 -RDH -1G P -8X30 -RDH -OG I P-8X304RDH-iG [____ LENGTH TYPE P -8X28 -1U P _5X28-211 P -8X32 -1U P -8X32-211 E -8X8 P -8X8 967 31898 4483 5�654_._.,..__.w.6„_.. „ 21-10" .......... 166..,... 3'-8" (441f) PRECAST 1,636 »-^-- 967---�- -- 4,078 _. _---- 5,195 __-- 7,313 8,910 10,507 12,104 4'-0" (4B") PRECAST 1,445 854 854 _ 31a$3_..._w 3259 ..,.._3,.617,.»,,. ., 9• -_---4 435...... 6,200 M5,354 .... 7815 -.. 6 272 9,216 7190 10,616 V-6" (42") PRECAST 764 2,463 2211- - 3 -----4,312.-_.. ✓✓....51051._--__ -_----5 791 .r -Y 4'-110 (52") PRECAST 1,294 ---- 764----_ ,-_ Z65--. -- 619 ------X833..-.,_ 3 492 ..._., .c5??_...__ 5,238 6,959 8 206 9,4S3_ 14,223 16,305 726 2228 (48") 3,,,233_x__...___.3130?:___-- 2,138 -.r_.�1'71....Yr ..___�2�._-_. 41-61' (54") PRECAST 1,229 .....726_..__. --- 2 349 ,�_»_ _wY__21563__-__ 3177 ---54 832 6,488 7,780 8,962 5'-8" (68") PRECAST 908 582 _.».r_. 582,___ -----2c134 _,.._ 1,134 .w_....1.c70a 1700 2,,.958.._... 2-1-9-5-8 ...... 4215._... ........ 4,215 513Zxr.._r. 5 473 »,._ G1107..... 6 730 PRECAST 1,632 --1.079_..._?c4i0..w ww4141`i 562 81426 91871 E13,353 958. -----4 955 2,727 51-10" (70") PRECAST' 875 ---_w 562 _____ ----2c09?---___ 1,092 _____r_rr538«...-- 1,538 --_-2y748.-___ 2,748 «_.w„3., 3 958 511 68 6 377 5 -4 „ „ (64) 524 978 1,130._..,. 1�973.,...r 31,031 w._.. ,x088 _„__....... ...71109 __ 996 V-811 (80") PRECAST 740 ____......r.Yw..._w 524 _..,,_._.,._ww,ww.. 978 ««.... 1,120 ...._.. 1,973 __„_._ www... 3,031 4 088 5146 6 334 7 9 494 921 V-10" 1,691__--- PRECAST 31b75 41667_,.._ 71-011 (84") PRECAST 696 -- ___------___-- 494 ----_�__rr.__.... _ 921 ___. �105�}...... 1,054 ....._» 1691 ------21683 _-_ 2 683 3,675 4 667 808 2 332 3 810 455 847 969 1,1215 21234__-- 61-611 7'-6" (90") PRECAST 639 ----- 455....... _,__. $47,»w_.....ww..w s62_... ,,.,..-,-- 1,215 .-__ 2234 3142 1 4 049 1,085 338 629_J 719 900 _1081-_--- 596 259__-- 9'-8" (116") PRECAST 336 338 629 719 900 1081 _-_---1 1,596'-+--1 259 ARCHITECTS 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h UPLIFT I LATERAL 8INCH LINTEL E -8X8 P -8X8 -1U P -8X12-111 P -8X8 -2U P-SX12.2U P-8X16r1U P -8X16 -2U P-SX20.1U P -8X20-211 P-8X241U P18X24-2U P -8X28 -1U P _5X28-211 P -8X32 -1U P -8X32-211 E -8X8 P -8X8 ADDED *5's LENGTH TYPE „ 21-10" (34) PRECAST 3,533 __4 074-_ __8 203--_ Y 11,335- __14 294-_ _17 253 _201212-_ _»231171 23 171 g�4g7 3 487 ' 10 396 , per[ :} 074 8 203 11335 14 294 17 253 20 212 V-6" (42") PRECAST 2,571 --1- g.... _....L!_... 2211- - _ 10 059- 121141 _ .. 12141 -11W- _ 161305 - 2,525 2,525 5,451 0 C1 1,944 4,845 7,747 10 059 14,223 16,305 4'-0" (48") PRECAST 2,138 1256 -- 31404_ _ _s.__r__. - 5.777 - _ 8,15Q - _ J,.... ..... - 648 _ 11 A 2 092 2 092 ,1256 3,743 3 404 5 77"7 8150 9 943 6484'-6" {54") PRECAST 1,632 --1.079_..._?c4i0..w ww4141`i 6427 81426 91871 E13,353 1642 1,642 2,727 1079 2 410 4 419 6 427 8 426 9 871 5 -4 „ „ (64) PRECAST 1,481 --- 899 113b8--- -" -- 31009 __ _ 4t67i .. _ww6�ass _- ...71109 __ 996 _--8161 379 1436 ' 1,436 1,763 899'-' 1455 3 009 4 671 6 334 7 9 V-10" (70") PRECAST 1,330 ___ 808_ 11232_-- - --1308 -- 2 332,.. . 3t$J:o __ -41889 __ __ 53739 __ _- ----- -w 8 242 1,285 1,285 1,411 808 2 332 3 810 5 281 6,764 61-611 „ (78 } PRECAST 1,027 734 1{115_.» -- - '"" ..11491.__ ».-3.038.. . 31-1308-- 376 --Ni1470-_ 5 _-5f13i__ 1,127 1,127 ` 1,085 734 1221 1,604 3,038 4 5,715_ 7 054 7'-6" (90"} PRECAST 634 �� 624_ _ 951 ... - 5 __ 11275 __ 2,025 ._ ....4 . _._31,255 -,31736„_ 951 951 773 624 i 042 1367 2 025 3,142 4,259 5,,376 8' -6" (102") PRECAST 427 545 833 11118.. .1.401 __ 2,129 _ _. 21490 _ 21867__ 823 823 579 545 .913 TIP- 1483 2 266 3,225 4,184 9'-4" (112") PRECAST' 323 ___495 _- 756 __ 495-- 829 _,11-016 _- 1088 1274 w. 1347 -_11_531. 1607 ,..21065.....21370 2 568 3,427 667 667 468 1D'-6" {126") PRECAST 230 55 440 -------------- - -�'--.- -.1 135._ _ �13�'3:.. rr.i1593ww ,.wir3� _ 512 512 359 440 968 1,198 1429 1,661 2,606 11'_4" (136") PRECAST 376 _ 421__ __ _584 _ .421 r 747..-- _ 794 w 962 5 f1004 ...... -� i 179 11214 396 - _ 11424__ 1614 __ 11633 - 2,221 595 595 303 12'-0" (144") PRECAST 318 5 527 ---___--3 ........... 503 707 717 ........w.w_ 911 ___..-__ -__r -- 1116 11 - _... 1321 ___1 284-_ 1,527 __11473 „ 1,734 510 512 267095 360 440 598 13'-4" (160") PRECAST 238 _ ........... .,15197 1383 1,570 14'-0" (168") PRECAST 210 344 406 -344 - --612 Y 551 - 78955 ... 697 w- 967 842 _ -1X94 _ 98. .. 5132314'-8" Ell 309 309 191 (176") PRECAST 187 329 378 .www.___ _.rr_r__r.._____rrrrr_.rrrr.r_.. 587 Sit __ 757 646 927 781 ._w.w..r.rr.__.329 1097 1268 26 265 265 173 (184") PRECAST 168 _ 316 353 Y 316„ „ 564- _ 478 5 7 -3.. _6D3_rr. 891 ._ 729 __ 1055 _ 854 - 1219 _. 974--- 1384 230 229 157 ARCHITECTS 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h } per[ � •d 0 C1 A m m m � m SUBDIV. & LCAT: TUS C A NORTH LOT X41 PROJECT# 1'03.00 MODEL: "2109" GARAGE SWING: LEFT PAGE-. LINTEL SCHEDULE (PRO -CRETE) PRINT DATE: 12ZB110 SCALE: 1/4"-1'_ D" :SHEET 1B.2 o P'l f 6" a� 0 I R ST F If�i OR s 3050-aH EGRESS BEDROOM #2 BEDROOM #3 0. .BATH II L--JL--J LAUN. BEDROOM #4 OWNER'S SUITE Y'7i 7^'rIi =H� EGRESS EGRESS 13 12 SECOND FLOOR ITINDLOAD CALCULATION�� COMPONENT AND CLADDNQ WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND RUSTS GALL # SOUARE FOOTAQE WINDOW SIZE AND TYPE ZONE 110 MPH WIND REMARKS 120 MPH WIND I 31 30(08 W/ 14" SL 4 20.1/ -23.2 24.0/ -21.6 2 B 14-5H TEMP. 4 21.5/ -23.(o 25.9/ -25.1 3 112 GARAGE DOOR 5 21.&/ -24.4 4 1.1 25 -SH 4 21.1/ -22.9 25.1/ -2-1.3 5 17 21.1/ -22.9 25.1/ (0 40 5065 B.G.D.4 15.'3/ 23.1/ -25.5 � 17 25 -SH 5 21.2/ -23.0 25.2/ -2-1.4 S 1-I 25-3H 5 21.2/ -23.0 252/ -2-7.4 4 21.1/ -22.9 25.1/ -21.3 10 11 32>50 -SH 5 21.2/ -23.0 252/ -27.4 11 17 3050.E -SH EGRESS 21.1/ -2).5 25J/ -21.3 12 11 3050 -SH EGRESS 4 21.11 -22.9 N 25.1✓ -21.3 13 17 3052 -SH EGRESS 21.1/ -22.9 25.1/ -2`1.3 14 11 3050 -SH EGRESS 5 21.2/ -23.0 25.2/ -21.4 15 11 3050-5H EGRESS 4 21.1/ -22.9 25.1/ -27.3 lea li 3050 -SH EGRESS 21.1/ -22.9 25.1/ -2-1.3 11 I� 3050-5H 4 21.11 -22.9 25.1/ -2'7.3 WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 2001ALLOW5 THE PRESSURES TO BE AVERAGED WHEN THE OPENING 15 PARTI,4LLY LOCATED IN 50TH ZONE 4 AND ZONE 5 WIND PRE85URE5 ARE 5A5ED ON WIND SPEED=120MPH (3 SECOND GUST) IMPORTANCE FACTOR =1.0 EXPOSURE CATEGORY = 5 MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED BUILDING I (o' -0' 2'-4" 11'-4" 2'-411 ZONE 5 +21.8 / -26.55 oor ZONE 4 61 p=+21.8/-24.0 ARCHITECT$ Design roup Gine. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 SU3 31DIV. & IAT: TUSCA NORTH LOT X41 PROJECT# 1'03.00 M03DEL: "2199„ GARAGE SWING: LEFT PAGE: WIND LO AD CALCULATIONS ARCHITECT .. JAM CANTWELL NO 12079 PRI T LIATE: 1 /8/10 SCALE: 1/4"=1'-O" SHEET c 03PJ � o o 4 4 h N m SU3 31DIV. & IAT: TUSCA NORTH LOT X41 PROJECT# 1'03.00 M03DEL: "2199„ GARAGE SWING: LEFT PAGE: WIND LO AD CALCULATIONS ARCHITECT .. JAM CANTWELL NO 12079 PRI T LIATE: 1 /8/10 SCALE: 1/4"=1'-O" SHEET c 03PJ MODEL SPECIFICATIONS * GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED * WINDOW SILLS TO BE OPTIONAL MASTER ,AND SECONDARY BATH TO RECEIVE 36" MIRROR VANITY MIRRORS TO BE RAISED OFF BACK.SPLASH * ALL DOORS ARE 6'-S" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES TO BE WALL Mnl1mTa=n EXTERIOR MASONRY WALL BRG. HEIGHTS 51-511 BRG. LOAD BRG. WALL 3-1/2" ELEC. OUTLET PER ELEC. CODE Di3L. TATE 1111 lifsv �—4x4 I COV. PATIO I W�� 4x4 4x4 POST POST I I I I I I COVERED PATIO I 14'-O"X12'-O" V -a" CLG. Cu"VERTI) PATIO SQ. FT. CALC.'S PATIO LIVING (IST.) LIVING (2ND.) 1041 1152 SQ. FT. SQ, FT. TOTAL LIVING PORCH GARAGE 2199 56 405 SQ. FT. SQ. FT. 5Q. FT, � 7'-0" X 5170" TOTAL PATIO OPT, COV. PATIO OPT. COV. PATIO 2660 35 SO 165 SQ, FT. SQ, FT. SQ. FT. SQ, FT. � o w � MODEL SPECIFICATIONS * GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED * WINDOW SILLS TO BE OPTIONAL MASTER ,AND SECONDARY BATH TO RECEIVE 36" MIRROR VANITY MIRRORS TO BE RAISED OFF BACK.SPLASH * ALL DOORS ARE 6'-S" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES TO BE WALL Mnl1mTa=n EXTERIOR MASONRY WALL BRG. HEIGHTS 51-511 BRG. LOAD BRG. WALL 3-1/2" ELEC. OUTLET PER ELEC. CODE Di3L. TATE 1111 lifsv �—4x4 I COV. PATIO I W�� 4x4 4x4 POST POST I I I I I I COVERED PATIO I 14'-O"X12'-O" V -a" CLG. Cu"VERTI) PATIO a" .'21-0" fro' -0" '-0" A3'-4" 10'-0" 20'-011 14'-0" , 341-011 1ST FLOOR 1oil imFIV1101211 A R C H I T E C T S e/Design Groupinc. 1441 N. RONALD REAGAN BJ LVD. FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 PATIO cA � 7'-0" X 5170" I1 � o w � O p O O O O 25-5H I - m 50(05 S.G.D. r I 25 -SH N cel DINING GREAT " V -s" CLG.I ROOM (CARPET) I I I V -s" CLG. (CARPET) II 6" 1 -S7-1 to 21'-4" � II � I ( /v lm„ 21-blv �COND� c!� —Zp — — — — — — — r 4i N N k_vsz�/ KITCHEN DW " �% l DATA 8'-8" CLG. STAIR (TILE) it I Iro RISER'S 11 7.5" ' I 15 TREADS O 9.5" ccl NOOK ISLAND 1 I N �.` S -S LCA. ' (TILE) 4-¢�"xa'-0" � 4'-4" 6'-0 4'-411 `� ` 6i 4X(o BTI" I OF 4X4-' POST HDR POST RANGE — — �' �_ )sem"• W POST Sz 246 81 N © P. MT m S. c3 d) ({l cv \-2" STEEL Q 42 " LOW WALL W/ I PIPE LAV. 6" WD CAP `� IUP FOYER �' 1'-4° I ,-4" m z PWD ��8�(tILIG� - aP &'-all CL o� 2— CAR GAR. (TIL) WC. MT LINE OF 2ND_FLR. ,ABOVE —_ —_ _ — — — — 14-5H 3068 W/ TEMP. 14" SL ( I PORCH O <t- --- ----------- 0 16'-0" X 7'-01 O.H. 1 a" .'21-0" fro' -0" '-0" A3'-4" 10'-0" 20'-011 14'-0" , 341-011 1ST FLOOR 1oil imFIV1101211 A R C H I T E C T S e/Design Groupinc. 1441 N. RONALD REAGAN BJ LVD. FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBD V. Sc LAT: TUSCA NORTH LOT X41 PROJECT# 1"03.00 MODEL: "2199„ GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN ARCHITECT- Alvr ': 12/8/10 SCALE: 1/4"=1'—O" SHEET 2-1OF0 cA � � o w � O p O O O O m m m r N cel SUBD V. Sc LAT: TUSCA NORTH LOT X41 PROJECT# 1"03.00 MODEL: "2199„ GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN ARCHITECT- Alvr ': 12/8/10 SCALE: 1/4"=1'—O" SHEET 2-1OF0 A 9.5" �'2 N D FLU' -"%OR PLAN 9'-10" 350 -SIS 3050 -SH EGRESS ECxRESS OjLO OIL* t0� o tUS OPT. AY. � 42x�v0 LAS. 4. BATH 5'-0" CLCD. BEDROOM �'-�� _TILE P©St (CARPET) �- "-,45-X34,, 26(o_, � Ci�+YNER'S QUITE � 4x4 SNOWED CARP��1 cb- P©St - r BATHC � 4a" -HIGH We tfLE `Z WALL 4008 X31=. _ _ OPT. � oPt. z LAUN J � � � 0 2�oh8 2�o�c.8 TILE BF 0 0 5-0 S1 3 w�'-2" W.I.C. 11 " �' Ll- 22'x36° cLc. I� :�- '� LAv. I � �ATCGSS I 11 (CARPET) I � LJ _J m ti IR- 15H 1R -15N 1R_15�1-I r,, m F �4m�8 >�=. DN 1 4(DF S RF. m -�' 42 ° LoW I 4x4 5'-8' 2'-�4' WALL W/ I i�C7^,.�t 4X4, 1x� WD P©st GAP I � BEDROOM #3 BEDROOM #4 �.� 8'-0" GLCz. 8'-0" GLCz. ©PEN I � (CARPET) (CARPET) TO I BELOW 2X8 2X8. 30 m- N 305sZ�-51-I 32�5¢a-SN 3050-51-4 1=CRESS ECxRESS EGRESS STAIR DAt il'-10" 11'-10" I®'-4" 1� RISERS aRc+xrrFcrs Desioupgn Gr,nG. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.cam AA #: 0003325 tN w o w w � p o o � q U � � A � m m � 5'-7" 8'-0" 8'-0" 8'-0" 15 TREADS � A 9.5" �'2 N D FLU' -"%OR PLAN 9'-10" 350 -SIS 3050 -SH EGRESS ECxRESS OjLO OIL* t0� o tUS OPT. AY. � 42x�v0 LAS. 4. BATH 5'-0" CLCD. BEDROOM �'-�� _TILE P©St (CARPET) �- "-,45-X34,, 26(o_, � Ci�+YNER'S QUITE � 4x4 SNOWED CARP��1 cb- P©St - r BATHC � 4a" -HIGH We tfLE `Z WALL 4008 X31=. _ _ OPT. � oPt. z LAUN J � � � 0 2�oh8 2�o�c.8 TILE BF 0 0 5-0 S1 3 w�'-2" W.I.C. 11 " �' Ll- 22'x36° cLc. I� :�- '� LAv. I � �ATCGSS I 11 (CARPET) I � LJ _J m ti IR- 15H 1R -15N 1R_15�1-I r,, m F �4m�8 >�=. DN 1 4(DF S RF. m -�' 42 ° LoW I 4x4 5'-8' 2'-�4' WALL W/ I i�C7^,.�t 4X4, 1x� WD P©st GAP I � BEDROOM #3 BEDROOM #4 �.� 8'-0" GLCz. 8'-0" GLCz. ©PEN I � (CARPET) (CARPET) TO I BELOW 2X8 2X8. 30 m- N 305sZ�-51-I 32�5¢a-SN 3050-51-4 1=CRESS ECxRESS EGRESS STAIR DAt il'-10" 11'-10" I®'-4" 1� RISERS aRc+xrrFcrs Desioupgn Gr,nG. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.cam AA #: 0003325 tN r � w r Y. 8c LflT:USCA �RTH T X41 CT# a3. 00 MODEL: "21gg„ GARAGE SWING: LEFT PAGE: SECOND FLOOR +E C QND 1' LO �./'-�.J' 1�-p, PLAN ARCHITECT STATE OF FLORIDA 4� JAM CA ELL NO 12079 D E: 12/8/10 w o w w � p o o � q U � � A � m m r � w r Y. 8c LflT:USCA �RTH T X41 CT# a3. 00 MODEL: "21gg„ GARAGE SWING: LEFT PAGE: SECOND FLOOR +E C QND 1' LO �./'-�.J' 1�-p, PLAN ARCHITECT STATE OF FLORIDA 4� JAM CA ELL NO 12079 D E: 12/8/10 25'-(o" RIDGE HGT, IS' -V 2ND FL BRG. HGT. *, 1'-0 10'-0" 2ND 1=F.OIf _ 8'-8" eRG. 1-GT..Is .0 (o RAISED OR SCORED ELAND (DETERMINED ICER COMMUNITY) O' -O" 1=IN. 1=LR. `v RIDGE HGT. —— — — — — — — T. o r• r r r I —• r •- •— r :.• r m� MINI 11 h.11 r r 25'-4a" RIDGE HGT.4 _ _ _ _ _ _ — — _ _ _ _ — _j4 25'-4a" RIDGE HGT. Ir OF= RIDGE VENT 12 �5 V-0" 2ND FL 5RG. HGT, 18'-m' 2ND tL 5RG. H4GT. r- — — — --�— — 1 — — — 1=.r-. 10"- J" 2ND 1=.1=. OL — — — — _ 1m"-0' 2ND Of a' -a" eRG. HG If 0'-01 FIN. 1=l -R. _ - - - - - - - - - O' -O" PIN. r -1-R. READ ELEVATION (gL3TEXTURED r-IN16H 1/8" THICK, 3 COAT CEMENT PLASTER OVER GRADE 'D' FELT PAPER 15ACK METAL LATH OYER APPROVED HOUSE LURAP OR GRADE 'D" FELT PAPER 4'x4' GALv. 'L' -TYPE FLASHING SET IN ROOFING CEMENT FIBERGLASS SHINGLES OVER "15 PAPER ON 1/16' 0.5.15. SHEATHING O 1/2' CDX PLYWOOD SECURED PER NAILING SCHEDULE t10' -V 2ND FIN. FLR..I — L5U-26 2x6 RAFTERS 12 f8'-&" BRG. HGt. LUS26 W/ (4) 10d's� ----. TO LEDGER AND (2) 10d's TO 2x6 JOIST 2X6 LEDGER W/ 1/2"x8" THREADED ROD 32' O.G.,-�„ MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY 6' MIN EMBED. 1/2'THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2x6 LEDGER SECURED W/ 1/4' x 4' LAG BOLT W/ 2' DIA. W.48HE'R w 24' O.C. MAX 2x6 BLOCKING AS REQUIRED S.G.D. Ca) LIABLE t . 1 COPT. COV. PATIO ELEv. ,445 :,.,OPT. COV. PATIO ELEv. A 45 A R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 NQ - - - - - - - - - O' -O" PIN. r -1-R. READ ELEVATION (gL3TEXTURED r-IN16H 1/8" THICK, 3 COAT CEMENT PLASTER OVER GRADE 'D' FELT PAPER 15ACK METAL LATH OYER APPROVED HOUSE LURAP OR GRADE 'D" FELT PAPER 4'x4' GALv. 'L' -TYPE FLASHING SET IN ROOFING CEMENT FIBERGLASS SHINGLES OVER "15 PAPER ON 1/16' 0.5.15. SHEATHING O 1/2' CDX PLYWOOD SECURED PER NAILING SCHEDULE t10' -V 2ND FIN. FLR..I — L5U-26 2x6 RAFTERS 12 f8'-&" BRG. HGt. LUS26 W/ (4) 10d's� ----. TO LEDGER AND (2) 10d's TO 2x6 JOIST 2X6 LEDGER W/ 1/2"x8" THREADED ROD 32' O.G.,-�„ MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY 6' MIN EMBED. 1/2'THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2x6 LEDGER SECURED W/ 1/4' x 4' LAG BOLT W/ 2' DIA. W.48HE'R w 24' O.C. MAX 2x6 BLOCKING AS REQUIRED S.G.D. Ca) LIABLE t . 1 COPT. COV. PATIO ELEv. ,445 :,.,OPT. COV. PATIO ELEv. A 45 A R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 SU'BDIV. & LOT: TUSC.A NORTH LOT X41 PROJECT# 1703.00 MODEL: >,2199" GARAGE SWING-. LEFT PAGE: FRONT & REAR ELEVATION "B" ARCHITECT - STATE OF FLORIDA JA -S CANTWELL R NO 12079 PR NT 12 10 DATE: SCALE: 1/4"=l' -O" II Imo; • - ��� cq P4 U W Q w C a o � O q d U IX A m m m SU'BDIV. & LOT: TUSC.A NORTH LOT X41 PROJECT# 1703.00 MODEL: >,2199" GARAGE SWING-. LEFT PAGE: FRONT & REAR ELEVATION "B" ARCHITECT - STATE OF FLORIDA JA -S CANTWELL R NO 12079 PR NT 12 10 DATE: SCALE: 1/4"=l' -O" II Imo; • - ��� I 25'-rv" RIDGE HGT. 12 5F_ OFF RIDGE VENT 2ND FL 5RG. HGT. ,4, �61 r 10'-0" 2ND FF. 12 $'-a" PRG. HGT. 2'-011 _ b- fi- t N1 O' -m" FIN. FLR. STONE VENEER, INSTALL PER MAN'F. 5PEC5 R I H T ELEVATION TEXTURED FINISH 25'-(o" RIDGE HGT. i, 25'-&' RIDGE HGT. 18'-O" 2ND FL 5RG. PGT. Ir 1'-011 I0"-0" 2ND F.F. 1 S' -S" 15RG. HGT. fi I O' -m" FIN. FLR. A 25'-&" RIDGE HGT. INSTALL PER LEFT ELEVATION MAN'F. SPECS TEXTURED FINISH ; G. HGT. I 5'-S" Ist FLR T 5RG. HGT. — — — — O' -O" FIN, FLR. J r,--�]PT® COV® ]PATI LEFT SIMILAR ELEV. A45 &-S" Iat FLR — — SRC. HGT. -- I 0'-Q' FIN. FLR. ,,,-�'IP T ® COV. PATIO LEFT 5IMIL,4R ELEV. A45 A R C H I T E C T S Design G ro u p i nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT TUSCA NORTH LOT #41 PROJECT# 173.00 MODEL. - "2199„ GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION FARGHITEGT� STATE OF FLORIDA 1 DATES 12/8/10 SCALE: 1/4"=1'-0" SHEET OF_0 5 -L-) w w w o L LU too O A m m a) ti ,.._ Nl Sl SUBDIV. & LOT TUSCA NORTH LOT #41 PROJECT# 173.00 MODEL. - "2199„ GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION FARGHITEGT� STATE OF FLORIDA 1 DATES 12/8/10 SCALE: 1/4"=1'-0" SHEET OF_0 5 -L-) HEADER SPAN CHART SINGLE STORY APPLICATION CONNECTOR SCHEDULE CLE,4R SPAN SIMPSON UP TO 5'-4" DBL 2 x 8 DES. UPLIFT GRAVITY FASTNER )- META -16 100 (1)10d x 11/2 1 -PLY/ (6) 16d 2 -PLY w Z (2) META -16 1986 (10)10d x 1 1/2 1 -PLY p 1900 (14) 1661 2 -PLY 4 HETA-16 1810 (9) 10d x 1 1/2 I -PLY/ (8) I&d 2 -PLY D15L2x12 HETA-20 1810 (9) IOd x 1 1/2 I -PLY/ (8) 16d 2 -PLY AT EACH END OF HEADER fa) HEtA-a0 2036 (10) 10d x 11/2 I -PLY 2500 (12)16d 2 -PLY MGT + 3965 (1) 618' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 02) 10d TO WOOD HGT-2 + Iola (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1!2' EMBED), (16) 10d TO WOOD HGT-3 + 116630 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 112' EMBED), (16) 10d TO WOOD ■ ■ LTA1 1420 (12) led x 1-0, VGT 4940 (1) 5/S' AT.R. IN HIGH STRENGTH EPDXY lMIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD (2)1GT(2-F1.Y/3-10LY) 1185/8800 (2) 5/e' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 112' EMP.+ED), (32) SDS 1/4' X 3" TO WOOD MTS -12 loco (14) 10d x 1 1/2 HT5-16 1150 (16) 10d x 1 1/2 HTS -20 1450 (24) 106 x 1 1/2 LBTA-12 ++ WD (10) led LSTA-IS ++ 1236 (14) 10d (!� 1-15TA-18 ++ 1315 (14) 10d CL MSTA-24 ++ 1640 (18) Iod X MSTA-36 ++ 2050 (26) lod ~ fn MSTI-36 3800 (36) 10d x 1 1/2 M5TI-48 6065 1 !48) IOd x 1 1/2 H6 960 f8) 8d TO PLATES, (8) Sd TO STUDS � SP4 we (6) 10d x 1 1/2' TO STUDS A33 15O (4) led TO BEAM (4) IOd TO POST. HCP2 6415 (6) 10d x 1-1/2' HIO 996 (16) 8d x 1-1/2 ABU 44 2200 6666 !I) 6/8' ATR IN HIGH 9tRENGTH EPDXY, lMIN 1' EMBED 1 IN CONC. 012) 1661TO WOOD V) A15U 66 2300 12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIK 1' EMMDJ IN GONG., (12)16d TO WOOD TT15 +++ 1340 (1) 3/4' A.T.R. IN H104 STRENGTH EPDXY (MIN, 1' EMBED.) IN GONG (SA0d TO WOOD 0LTT20B +++ 1625 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY (MIN -'I" EMBED.) ' IN GONG. (2) BOLT TO WOOD C) 3610 CU 5/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (18) 10d x 1 112, TO WOOD Z HTT4 4236 4350 (I) 6/8' At.R. IN HIGH STRENGTH EPDXY (MIN. 1' EM15ED-) IN CONC_ (18) 166 x 2 I/2' TO WOOD (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) 1" x 1112' TO WOOD HTT5 4610 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26)10d TO WOOD 5090 / A-T.R. H EPDXY, (MIN. (26)16d x 2 1/2' TO WOOD � HHPQII-SDS 2.6+ 11,445 ((1) ? AT.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (244,10S a' x ' WOOD 6480 (I) 1/8' A5. IN HIGH S7REI4GTH EPDXY. (MIN 1' .) IN GONG. (306' STUD QTS TO WOO M15HA 3,56/11.29 3415 5330 (1)3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. (P.16' EMBEDMENT) IN CM.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CA1 U. FACE, (16AOd TO BEAM (A L,I 14USC412 (WOOD) 3240 2510 (FLOG (10) lbd TO HEADER, (10) 16d TO WOOD 3140 (ROOF) 0 HUC-410 (CMU) 1810 5085 18-1/4' x 2-3/4' TI EN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD Z d x HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SU156TITUTEP WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWA15LE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 18 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. V) Ld +++ MINIMUM EMBEDMENT INTO THE TOP OF A MONDISEAM WILL BE 5', MINIMUM EMEIE'DMENT INTO THE FOUNDATION WILL 15E 1' O Z A.T.R. - A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH, ETC. VARIES) BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE I`ROF°ER CORROSION PROTECTION 18 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-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-2009' 'HIGH WIND -RESISTANT CONSTRUCTION C-WI1105-R', T-ANCHORSPEC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG 0-2009. HEADER SPAN CHART BMI TO 4X6 POST (2) MSTA-24 POST TO SLAB HTT-4 MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) SINGLE STORY APPLICATION 51ZE CLE,4R SPAN DBL 2 x & UP TO 5'-4" DBL 2 x 8 5'-4' TO "1'-0" DBL 2 x 10 "V-0" TO 10'-0" D5L 2 x 12 10'-0" AND Ovr=R TLUO 5TORY APPLICATION DOWN STAIR'S 51ZE CLEAR SPAN D5L 2 x & UP TO 5'-0' DBL 2 x 8 5'-0" TO 5'-4' DBL 2 x 10 &'-4" TO 8'-0" D15L2x12 a'-0"AND Ovr=R BMI TO 4X6 POST (2) MSTA-24 POST TO SLAB HTT-4 MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO 8'-0" UN.O. i ■ ■ ■ ■ 4'-11 1/2' 1'-11 1/2" AND UP NUMBER OF HEADER STUD5 SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 FRAMING NOTES: 1, HURRICANE 5TRAP5 TO 5E MANUFACTURED 5Y 5IMP60N STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O. * TRUSS TO MASONRY/CONCRETE SHALL 5E META -I6 * FLOOR JOIST TO MASONRY/CONCRETE SHALL 5E HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO UJALL. * TRU55 TO WOOD FRAMING SHALL 5E MT5-12 3.TRU55 TO TRU55 CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED 5Y TRUES MANUFACTURER, 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND 5EALED DRAUJINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD RECD. ARE STANDARD UN.O ON FRAMING PLAN 6. MIN, 2X4 HIP CUT 5LOCKING SECURED UJ/3-106 GUN NAILS OR 3-126 HANG DRIVES 0 EA. END. CUT PITCH 4 3EYEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 4BJ5 413J3 45J zz If,- N n n n r cv � � r I n m cnl I m m m I� �I I �I I �I I �I I �I I �I� I � �I IP -11 �I I fl l �I I � I I I IMI I �I I �I-44 ILL LL I LL LL LL LL {L i i LLI LL LL LL LL LL � I � LL LL LL II II II II II II II II II II � II II II II II II It II II II II II II II II II II II I II II II II II II II II NDR HMI — i 12/8/10 SCALE: 1/4"=V-0" ■ ■ ■ i ■ ■ ■ ■ ■ ■ ■ ■ ■ i ■ ■ ■ w ■ .. ■ ■ W ■ ■ ,FF AT Jim, imi It �1 �I �I �I LLI I a -n � JJ (2) HETA-16 II II II II II II � -0II 0I-0II -0I ulI -"I -`—HUC 4110 L-(2) 2X12 5M. 45J 1 l0oliglll\llll �I a M11NI 194 wall"'L01 HUC410-- W/8 -3/16'X2" TAPCONS (4 PER FLANGE) P1 2X10 SM TO 6X6 POST (2) MOTA-24 POST TO SLAB ABU -66 2XIO 5M (Dcov . PATIO 2X10 BM TO 6X6 POST HDR. TO 4X4 P05T (2) MSTA-24 (2) MT6-12 POST TO SLAB POST TO 5LA5 HTT-4 I A=II_GG HUC410 111/8-3/14 HUC 4110 TAPCOP U PER FL. (2) 2X12 5M. (2) META -lb (2) META -16 HUC410 111/8-3/16'702" TAPCONS (4 PER FLANGE) COVERED-- PATIO DOUE5LE TOP PLATE 2x CONTINOUS STRESS 1:3LOCKING MID WALL 2x STUDS 0 IW O.C. MAX J' T B G 5U5FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE 2nd FLOOR STUDS TO FC -41 FLOOR TRUSS SIMP50N MSTA-30 6 32' O.C. MAX PRE -ENCS FLOOR TRUSS 2nd FLOOR STUDS A TO FG1 BELOW SCALE. 1/2"m-0' HUC410 U1/8 -3/16'X2" TAPCONS (4 PER FLANGE) ACCUSPAN 12/3/10 A R C H IT E C TS e/Design Groupinc. 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-40www.abdesigngroup AA #: 0003325 h 12/8/10 SCALE: 1/4"=V-0" SHEET OF1 W O � 0 U � O q U A � m SRUBDIY. Bc LOT: TUSCA NORTH LOT #41 PROJECT# 1'03.00 MODEL• a, 2199 GARAGE SWING: LEFT PAGE: FLOOR FRAMING PLAN ELEVATION 99 � 77 ARCHITECT - NO DATE: 12/8/10 SCALE: 1/4"=V-0" SHEET OF1 HEADER SPAN CHART SINGLE 5TOR ' APPLICATION CONNECTOR SCHEDULE CLEAR aPAN SIMPSON UP TO 5'-4" DSL 2 x 5 DES. UPLIFT GRAVITY FASTNER 7- META -1b 1450 (1) loci x 1 1/2 1 -PLY/ (6) 16d 2 -PLY Z Q (2) META -Ib 1986 1900 (10) 11 x 1 1/2 I -PLY (14) 16d 2 -PLY Q HETA-lb 1310 (9) 10d x 11/2 I -PLY/ (8) 1bd 2 -PLY g HETA-20 Isle (9) 19d x 11/2 I -PLY/ (8) Ibd 2 -PLY DSL 2 x 12 HETA-20 2039 (10) 10d x 11/2 I -PLY W (2) 2900 (12) 1bd 2 -PLY MGT + 3969 (1) 35/81 A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMi3ED), (22) 10d t0 WOOD HGT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (I6) 10d TO WOOD HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN 12" EMBED), (16) 10d TO WOOD LTA1 1420 (12) 11 x 1-1/2' VGT 4940 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (191) SDS 1/4' X 3' TO WOOD (2)VGT0-PLY/3-PI.Y) 1186/5890 (2) 5/15' A.T.R. IN HIGH STRENGTH EPDXY (MIN.. 12" EMBED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) 10d x 1 112 HTS -16 1150 (I6)10d x 11/2 HTS -20 1450 (24) UAd x 1 1/2 LSTA-12 ++ 929 (10) 10d LSTA-16 ++ 1239 (14) 10d N MSTA-18 ++ 1315 (14) laid iL MSTA-24 ++ 1649 (18) 19d M MSTA-36 ++ 2050 (26) 10d N MSTI-36 3800 (36) I0d x I W MSTI-48 5965 (48) 10d x 1 1/2 Hip 959 (8) Sd TO PLATES, (8) ad TO STUDS SP4 sea (b) I0d x 1 1/2' TO STUDS A33 '160 (4) 10d TO BEAM, (4) 10d TO POST. HCP2 b45 (6) 10d x 1-1/2' H10 SW (16) W x 1-1/2 ABU 44 2200 b6b5 (1) 9/8' A.TIZ IN HIGH STRENGTH EPDXY (MIN. 1' EM15ED.) IN CONIC. (12) 16d TO W0017 V) ABU 66 2300 12099 (05/5' A.T.R. IN HIGH STRENGTH EPDXY, (MIN.. 'I' EMMED.) IN GONG., (12A6d TO WOOD CY LTT19 +++ 1340 (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN.. 1" EMBED.) IN CONC. (8A06 TO WOOD O LTT2013 +++ 1625 (1) 1/1' A.T IN HIGH STIQUI EPDXY. (MIN. 1" M .) IN CONC. (2) MOLT TO U Q 3610 HTT4 4236 4350 (1)5/8' A.T.R. IN HIGH STRENGTH EPDXY (MN. 1' EMBED.)IN CONC. (18)10d x 1 1/2' TO WOOD (1)6/5' A.T.R. N HIGH STRENGTH EPDXY, (MN. 1' EMBED.) IN GONG. (18)16d x 2 1/2' TO WOOD (1) 6/8' A.T.R. N HIGH STRENGTH EPDXY, (MN. 1' EMBED.) IN CONIC. (26) 10d x 1 112' TO WOOD HTTS 4610 DOW (1) 5/6' A.T.R. N HIGH STRENGTH EPDXY, (MN. 1' EMBED.) IN CONC. (26) 10d TO WOOD 71) 5/V A.M. IN HIGH STRENGTH Epoxy, (MIN. I' EMBED.) IN CONIC. (26) Ibd x 2 112' TO WOOP HHDQII-SDS 29+ 11446 (1)V A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED) IN CONC, (24)SDSAl x ' WOOD SCR1 64W (1) 1/8" Aa IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC. (3)A, STUD BOLTS TO WOCP MSHA 396/1625 3415 9339 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.'19" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.16" EMBEDMENT) IN C.M.U. FACE, (18)10d TO BEAM In w W 14UW412 (WOOD) 3240 2510 (FLOP (10) Ibd TO HEADER, (10) 16d TO WOOD 3140 (ROOF) ZG HU419 (CMU) 1810 85 50 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD Q HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. o + WHERE ANCHOR EMBEDMENT IS GREATER THAN V DEEP, THE VERTICAL CELL IN CMU. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 2396 REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W H +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' O A.T.R. - A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT 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 / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL PROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMP60N 'WOOD CONSTRUCTION CONNECTORS C-2009' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW05-R", T-ANGHORSPEC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft..) SINGLE 5TOR ' APPLICATION 51ZE CLEAR aPAN D51-2xro UP TO 5'-4" DSL 2 x 5 5'-4" TO -I'-0' D5L 2 x 10 1'-0" TO 10'-0' DBL 2 x 12 10'-0' AND OVER TUJO STORT APPLICATION DOUJN STAIRS SIZE CLEAR 5PAN DSL 2 x (o UP TO 5'-0" DSL 2 x s 5'-0' TO 6'-4" D5L 2 x 10 &'-4" TO V-0' DSL 2 x 12 S'-0" AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft..) UP TO 5'-0' TO 15'-0" U.N.O. 4.'-11 1/2' -l'-11 1/2' AND UP NUMBER OF HEADER STUD$ SUf=l=ORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO 5E MANUFACTURED 5`'I' SIMPSON STRONG -TIE OR EaUAL, U.N.O. 2. TYPICAL HURRICANE STRAP'S ARE AS FOLLOWS, U.N.O: * TRU55 TO MA5ONRY/CONCRETE SHALL 5E META -1(o * FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-1Go AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL 5E MTS -12 3.TRU56 TO TRUSS CONNECTIONS AND HANGERS SHALL ISE DESIGNED AND SUPPLIED 5Y TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRU55E5. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN Go. MIN. 2X4 HIE' CUT 5LOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES a EA. END. CUT WITCH 4 5EVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. SJ BJ TRU55 TO 4X4 P05T HTS -20 POST TO BLK HTT-4 TRU55 TO 4X4 P05T HTS -20 P05T TO 5LK -- HTT-4 BJ BJ 1 II II II II II II II II II II II II II 11l W ILI U.1 11.1 LU Ill Ul Ul LU Ill — = II II II II II II II II JL UL A&I 45 RJ1 BJ3 5J5 15J5 BJ3 TRU55 TO 4X4 POST HTS -20 1=05T TO BLK HTT-4 TRU55 TO 4X4 P05T HTS -20 P05T TO BLK HTT-4 ACCUSPAN 12/3/10 A R C H I T E C TS Design roup Ginc. L1441N.NALD REAGAN BLVD. IF07-774-6078407-774-4078 designgroup.com #: 0003325 h W W U a � N 0 � U o q m ti SLTHDIV. L & LAT: TUS C A NORTH LOT X41 FROJECT# 1'03.00 MODELI "2199" GARAGE SWING: LEFT FAGE: R 0 0 ]F1 1F'RAMING 1C LAN ELEVATION ), B" [ARCHITECT- STATE OF FLORIDA CANTWELL 10 12079 DATE: 12/6/10 SCALE: 1/4"=l'-0" SHEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125v OUTLET 2O AMP SINGLE POLE VA 2199 SQFT GENERAL LIGHTING X3 VA PER SQFT 110v OUTLET 6597 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. I/2 OF OUTLET 1 LAUNDRY CIRCUIT AT 1110v OUTLET WIRED TO 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN SWITCH 1 WATER HEATER EOUIPED WITH 1 8 IIOv OUTLET GROUND FAULT (TAM T P RTANT 1 CFI 5000 W 220v OUTLET 4 WIRE CONNECTION 500 1 MICROWAVE WF EXTERIOR GROUND FAULT Gpi WATERPROOF 1200 Q OUTLET INTERRUPTER (" SWITCH 10 KVA OF GENERAL LOAD AT 100% �}y SWITCH 3 -WAY OF"ER. 4 SWITCH 4 -WAY OPER. f �� WALL 21399 �1,/ MOUNTED 6720 LIGHT TON HEAT PUMP#2 21 AMPx 240 VA= CEILING LIGHT 10 �Q� VAPOR PROOF 6500 YP LIGHT r RECESSED NET GENERAL LOAD CAN NET TOTAL HEAT I CFM PER VENT. FAN SQ. FT. 34819 vENT. FAN 1 CFM PER W/LIGHT SQ. FT. 2' LIGHT STRIP 4' LIGHT STRIP 4' RECESSED 2-15UL5 WRAP ® FLUORESCENT LIGHT AROUND 2' FLUORESCENT _ = _ 4' FLUORESCENT *TRACK LIGHT 0 PANEL METER SMOKE BATT. BACK-UP OS.D. DETECTOR Wi INTER - WALL 5ATT. 5ACK-UP MOUNTED W/ HARPWIRE Sp' SM DETECTOR CONNECTED BATT. HACK -UP CAR150N W/ HARDWIRE (Qj MONOXIDE/ CONNECTED `ca' 3/GO SMOKE DETECTOR SHALL e5E A COMBO DISTANCE OF NOT LESS THEN 4" FRO, WALL PENDANT LIGHT NATURAL GAS OUTLET TELEPHONE JACK WATER HEAT. DISCONNECT A/C AIR. GOND. DISCONNECT TELEVISION JACK REQUIRED TO 0BE J J -50X SUPPORTED IN ACCORDANCE W/ 15OX MARKED AS SUCH FOR INSPECTION CEILING FAN/LIGHT CEILING 5OX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT KP OPTIONAL SECURITY KEYPAD PUSH- FOR B, BUTTON CHIMES * LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED e HOMEOWNER PRE -CONSTRUCTION MEETINGS. * ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI a BLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 200-1,RESIDENTIAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL BE NON METALLIC CABLE AS N.E.C. 2008 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE 1ST FLOOR ELECTRICAL PLAN NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDAR"1^ ELECTRICAL SERVICE. PROVIDE 3 "1 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2'' DIA SCHEDULE 80 PVC CONDUIT UNLE55 SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. NOT TO 5GALE. PROVIDE 3 01 CU, 1 06 CU GND 2'' CONDUIT OR PROVIDE: 3 02/0 AL, 1 04 AL GND IN 2'' CONDUIT, COMiBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN i PHASE NEMA 3R ENCLOSURE MLO M O PANEL 150P MCBA/2 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 '46 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/5'' DIA X 8 ET LONG COPPER CLAD GROUND ROD GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF- THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POUTER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. A R C H I T E C TS 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PW: 407-774-6078 FAX: 407-774-4078w ww. a bd e$ i gn gro u p. co m AA #: 0003325 h LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 2199 MODEL LOAD INFORMATION VA 2199 SQFT GENERAL LIGHTING X3 VA PER SQFT 6597 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 4500 1 LAUNDRY CIRCUIT AT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 1 MICROWAVE 1500 1 REF. 1200 Q SUBTOTAL OF GENERAL LOAD 38497 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 28497 VA x .4 � iL� 11399 TOTAL NET GENERAL LOAD 21399 4 TON HEAT PUMP#1 28 AMPx 240 VA= 6720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= --- 10 KW ELECTRIC HEAT AT 65% 6500 5 KW ELECTRIC HEAT AT 65% --- NET GENERAL LOAD 21399 NET TOTAL HEAT 13220 TOTAL LOAD 34819 CALCULATED LOAD FOR SERVICE 34619 VA/240 V= 145 AMP 145 AMP SERVICE NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDAR"1^ ELECTRICAL SERVICE. PROVIDE 3 "1 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2'' DIA SCHEDULE 80 PVC CONDUIT UNLE55 SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. NOT TO 5GALE. PROVIDE 3 01 CU, 1 06 CU GND 2'' CONDUIT OR PROVIDE: 3 02/0 AL, 1 04 AL GND IN 2'' CONDUIT, COMiBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN i PHASE NEMA 3R ENCLOSURE MLO M O PANEL 150P MCBA/2 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 '46 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/5'' DIA X 8 ET LONG COPPER CLAD GROUND ROD GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF- THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POUTER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. A R C H I T E C TS 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PW: 407-774-6078 FAX: 407-774-4078w ww. a bd e$ i gn gro u p. co m AA #: 0003325 h W U WLu cs� L � � Q � � p Q U � iL� S UBDIV. 8c LOT: TUSCA NORTH LOT X41 PROJECT# 1"03.00 MODEL.: ), 2199, GARAGE SWING-. LEFT PAGE: FIRST ]FLOOR ELECTRICAL PLAN ARCHITECT - STATE OF Wl ORIDA CANTWELL NO 12079 DATE: 12/8/10 SCALE: 1 /4" =1' - 0" SHEET OFT ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET �� AMP SINGLE POLE W IIOv OUTLET I12 OF OUTLET IIQv OUTLET WIRED r0 SWITCH EQUIPEp WITH II0v OUTLET GROUND FAULT CyFI ITAWXTANT �J 220v OUTLET 4 WIRE CONNECTION �VJJJJ// BUY EXTERIOR GROUND FAULT GFI WATERPROOF INTERRUPTER OUTLET SWITCH SWITCH 3 -WAY OPER. !t4 SWITCH 4 -WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT o � PROOF VP RECESSED CAN VENT. FAN 1 CFM PER SQ. FT. VENT. FAN I CFM PER W/LIGHT $Q. FT. 2' LIGHT STRIP 4' LIGHT STRIP ® 4' RECESSED FLUORESCENT 2-15UL15 WRAP LIGHT AROUND _ 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT © PANEL METER SMOKE BATt. BACK-UP U DETECTOR W/ HARDWIRE INTER - WALL BATT. MACK -UP MOUNTED W/ HARDWIRE SMOKgam" OR DETEC CONI ECCTED BATT. BACK-UP CARBON W/ HARDWIRE (� MONOXIDE/ COItNNEC ED � SMOKE DETECTOR $HALL BE A COMBO DISTANCE OF NOT LESS THEN 4' FROM WALL PENDAW LIGHT 4 NATURAL GAS OUTLET TELEPHONE . JACK, WH WATER HEAT. DISCONNECT AIR. COND. A/C DISCONNECT Tv. TELEVISION JACK CEILING IMIX REQUITO BE SUPPORTED O J -BOX IN ACCORDANCE W/ LOX MARKED AS SUCH FOR INSPECTION CEILING FAN/LIGHT CEILING EX;)X REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL Kie SECURITY KEYPAD PUSH- FOR BUTTON CHIMES NOTES: t LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO 5E VERIFIED e HOMEOUNER PRE -CONSTRUCTION MEETING. + ALI- RECEPTACLES IN ALL HAIBITAIBLE ROOMS TO BE ARC FAULT PROTECTFiD PER NEC 210.12(b) 203 AMP DEDICATED LAUNDRY CIRCUIT. o GFI a ISLAND (NOT ON KITCHEN CIRCUIT) r DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL s BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(F5C 2001,RESIDENTIAL CODE TABLE M15063) LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE AS N.E.C. 2005 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE Fillool M�Zlrll - !l. �ill mi PLAN TO MAIN 311 VTR � � 2 " `IIVTR `r � 1 �i� � � `��'J �IJ I •�i1 , I �.�Il �'i`I � ;1 Iii! I� .Il '11 ��C A R C x ITEC Ts 4Design G ro u p i nc. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUS C A NORTH LOT X41 PROJECT# 1"03.00 MODEL: "2199„ GARAGE SWING: LEFT PAGE: SECOND ]FLOOR ELECTRICAL PLAN ARCHITE77 TE OF FLOE JAM CANTWELL A NO 12079 PRINT 12/8/1 DATE: SCALE: 1/4"=1'-0" o � z q U A � m SUBDIV. & LOT: TUS C A NORTH LOT X41 PROJECT# 1"03.00 MODEL: "2199„ GARAGE SWING: LEFT PAGE: SECOND ]FLOOR ELECTRICAL PLAN ARCHITE77 TE OF FLOE JAM CANTWELL A NO 12079 PRINT 12/8/1 DATE: SCALE: 1/4"=1'-0" !U 05 REBAR VERTICALLY W/ CONIC. POUR CELL R-42 INSULATION x 0 TEXTURED FINISH a' CMU sv J r 1/2' GYP. WL. BD. WOOD BASF 0 IJJr/. 7 � a •4 ' ep 4' CONO, REINF. W/ &'I Mc WW1 OR ° P15ERMESH ON 6 -MIL POLY 4a•� a` + ' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE y TREATED FILL C 4' a'4' fi U 1,-4, (2) Mb REBAR ON CHAIRS 1 -STORY FOOTING 1 W BLOCK WALL SCALE= I/2'■I'-fA" , •a 4' GONG„ REINF. W/ b'xb' 010/10 WI M OR FIBERMESH ON F ' III POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (1) +5 MBAR ON CHAIRS 4 THICKEN EDGE SCALE= I/2' ■ I'-0" M 4" CONIC., REIT W/ b"x&' •10 WWM OR FIBFRI ON III POLY 1441 ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP- UP r� NON-BEARING /2 ■ -,a GRADE •. a , ��' 4" CONC, REINF. W/ b"xb' •10 ULM OR e FIBERMESH ON b -MIL POLY ETHYLENE VAPOR BARRIER ON HELL -COMPACTED CLEAN TERMITE in TREATED FILL 2'-0' "b REBAR ON CHAIRS 9 CONCRETE PAD SCALE POURED LINTEL CONT. (TYP.) 8' CMU FILLED CELL (TYPI ,,�.• 2X WALL FRAMING (4)�'X1' ANCHOR EsDLTS or (4)7'X1' J -BOLTS MI 5' EMBF0MFNT 12'1 WASHER AND NUT °$PACED EVENLY FROM FLOOR TO DOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 15 BLOCK WALL CONNECTION SCALEt (1) •5 REBAR SET IN SIMPSON HIGH 5TRENGTH EPDXY 1' EMBED. MIN. 4" CONC, REINF. W/ 111 010 ULM OR a FIBERMESH ON 6 --MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL TYP. RETROFIT FOR A OMITTED DOWELS I!7 ■ -_ �SECURE BT. PLATE TO BILK W/` ANCHOR BOLT 12' WASHER SET IN SIMPSON ITL as 321 C MAX.TH EPDXY?' �- 'a• •Ila , _ .� 4' CONC, REINF. W/ III Me ULM OR FIBERMES14 ON ii POLY Z ETHYLENE VAPOR BARRIER ON 1 WELL -COMPACTED CLEAN TERMITE m u 4' TREATED FILL a' 4" l'-4 A (2)f5 REBAR ON CHAIRS 1 -STORY FOOTING AT L. B. W. (WZ UPLIFT STUDS tb' O.C. MAX 5 1/2' a HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET IN W SIMPSON HIGH STRENGTH EPDXY 1" EMBED. MIN. • 32' OC MAX. a 44'x° nrti a' a 4' CONC, REINF. W/ 111 010 UAU'1 OR FIBERMESH ON ii POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE m U 4" 8' 4" 4' TREATED FILL 114 + (2) +5 REBAR ON CHAIRS GARAGE STEP-UP 1- STORY L.B. W. CA = R ■ -(7J 1 1 I" RECESS FOR SG.D. TRAGK ,p FINISH FLOOR IU <• ,•4, e. 4 e.. .4+. •'a4. 14 g_n�SLAB AT S.G.D. CAULK AND SEAL iSAS LINE 14' PVC SLEEVE FOR GAS LINE 8' CMU n 1/2' DRYWALL WOOD BASE a a .a tl , a, , A RECESS FOR GALE DOOR 4' CONC., REINF. W/ b"xb" •10 11 1M OR FIBERMESH ON III POLY I.-0' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (1) 03 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE= 1/2'■I'-?' NOT USED 1N (I) •S REBAR VERTICALLY W/ GONG. FOUR CELL R-42 INSULATION �z TEXTURED FINISH W a' CMU r 1/2' GYP. WL. BD. oa Q WOOD BASE a cp 4 • 4' GONG, REINF. W/ b'xb` •10 WWM OR ' ° FIBERMFSH ON b -MIL POLY a ETHYLENE VAPOR BARRIER ON WELL-CO•IPACTED CLEAN TERMITE TREATED FILL (3) 'B REBAR ON CHAIRS 2- STORY FOOTING 13 W BLOCK WALL SCALE: 1/2' = I' -m' TIE VERTICAL REBAR TO HORIZATIONAL MBAR W/ 9' HOOK GROUTED BOND BEAM VARIES PER ELEV. .4 . e iy 4 1 GAS LINE THRU BLOCK 16.... E: I •I -0 2-w+'REBAR ON CHAIRS 2_STORY (3) 01 REBAR ON CHAIRS (I) *3 REBAR VERTICALLY W/ GONG. POUR CELL �y R-42 INSULATION a' CMU a4 ° • y TEXTURED FINISH �--'TEXTURED FINISH 1/2' GYP. WL. BD. -11 INSULATION MIN. R-11 INSULATION MIN.TUDS WOOL? BASF 4. Ib' O.C. MAX STUDS 1b'O.G. MAX 4 ° SECURE BT. PLATE TO SLAB W/ ' -1 Z+ QG -MIL POLY IK ETHYLENE VAPOR BARRIER ON . 2' GYP. WL. 111 1/2' GYP. I BD. 0 WELL -COMPACTED CLEAN TERMITE ANCHOR EsOLt W/2" WASHER SET INSIMPSO�N SECURE BT. PLATE TO SLAB W/ 10id �OOD EASE UA WOOD BASE e g (2) 05 REBAR* 1 -STORY HIGH STRENGTH EPDXY 1'CUT NAILS/ MASONRY NAIL a 32' O.C. lV 4 0'-0'1 FLR. ECURE II PLATE TO BLK W/ }' � SECURE BT. PLATE TO BLK W/EMBED. E 'a .4 a� b' PVC CHASE THRU FOOTING MIN. +® 32' OC MAX. MAX (1) IS, REBAR AT CORNERS W/ 25" LAP MIN. NCHOR BOLT W/ 2'WASHER SET IN ANCHOR BOLT W/ 2`WASHER SET IN . °a. d 4 4 r 1-6TORY ° y E IMPSON HIGH STRENGTH EPDXY i' SIMPSON HIGH STRENGTH EPDXY 1'MBED. 4" 8" 4" (2) 03 REBAR ON CHAIRS U U • • .a • • . . • MIN. a 32'OC MAX. 4q FMMED. MIN. a 32" OG MAX, 2'-I' MIN. LAP PIPE THROUGH r4'(rONC,REIW.W/6'X&'#IVUXLMOR TYP. REBAR LAP •'= 1-+�YF'�-iF'-:�'IF`��1 ' REBAR LAP AT FOOTING B SGALE= I/2"■,'-�' . ° 4' CONC, REINF. W/ b'xb' MO WWM OR -� a'4, '�' : • 4' CONI REINF. Wl b'Xb' 410 WWM OR �p a' d a. 4' CONIC., REINF. W/ b'xb' 010 ULM OR ERMFSH OIN b -MIL F'OL1 FIBFRMESH ON b -MIL POLY'FIBERMESH ° ON II MIL POLYFIF'JE1rd .' IESH ON b -MIL POLY YLENE VAPOR BARRIER ON 2 ETHYLENE VAPOR BARRIER ON ra ETHYLENE VAPOR BARRIER ON • ' . •'• ° • ETHYLENE VAPOR BARRIER ON Q WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE " °4• WELL -COMPACTED CLEAN TERMITE U TREATED FILL Y T II -/AY " A', M.+ M9 TREATED FILL %'li u pJ ,�" Y Y P T TREATED FILL TREATED FILL f'.1 REBAR ON CHAIRS 1'-b' I -4' (2) 45 REBAR ON CHAIRS F 4' 4' Y Y M pp (3) +5 REBAR ON CHAIRS in (2) +'b REBAR ON CHAIRS , ¢ U 2 -STORY FOOTING 1 -STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING AT L. B. W. L.B.W. W NO- UPLIFT *AT— r� W FRAME WALL 3 W FRAME WALL A SCALE: 1/2'■1'-V SCALE: In'■r-m' G 1/2:r=m'- SCALE: 1/2"=1' -la" --(U mm3 REBAR VERTICALLY W/ CONIC. O POUR CELL (1) 03 RE15AR VERTICALLY q U I CONIC. POUR CELL a" CMU 5 I!1" a HEAP O= GARAGE Z 8' CMU � CURB HEIGHT VARIES � n lu VARIES WITH SLOE I 4' GONC„ REINF. W/ b'x6' *I0 WWM OR SECURE BT. PLATE t0 SLAB W/ �' Fv c„ FIBERME8H ON 41 POLY ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1" EXTENDED SLAB 1 1/2' CURB HEIGHT VARIE8 dp CURB HEIGHT VARIES ETHYLENE VAPOR BARRIER ON Tp WELL -COMPACTED CLEAN TERMITE EMBED. MIN a 32' OC MAX. 1/2" REGE85 FOR SERVICE DR Q TREATED FILL 4 ti 4 111 I11 .. Ids • ey.. • • • 4' CONIC, REINF. W/ &'1 010 ULM OR F1115IF SH GN 6 -MIL POLY 7J 4' GONG., REINF. W/ b'xb' 010 1 OR ! ° FIBERMESH ON b -MIL POLY f 7(2) ' O j4 ° 4" GONG REINF. W/ b'xb" X10 WWM OR FIBERMESH ON 6 -MIL POLY r ° (3) "S REBAR ON CHAIRS op ° : " 44 ETHYLENE VAPOR BARRIER ON 14' '4 �' ETHYLENE VAPOR BARRIER ON ° ETHYLENE VAPOR BARRIER ON .. • y WELL -COMPACTED CLEAN TERMITE b' ¢' WELL -COMPACTED CLEAN TERMITE < ., WELL -COMPACTED CLEAN TERMITE iq V b' TREATED FILL TREATED FILL TREATED FILL 1'-a" (3) Nb REBAR ON CHAIRS 'IS REBAR ON CHAIRS Lyu ¢', e' 4' (2) �+ REBAR ON CHAIRS ii b" w ¢' GARAGE STEP-UP SLAB AT GARAGE 1 -STORY FOOTING 2 -STORY FOOTING A 2 -STORY L.B.W. SCALE: 1/2' a I' -m` SERVICE DOOR CA E_ /2 ■I'-0 g AT GARAGE tC E= I/2 =I -(b' A AT GARAGE SGAL1=: I/2"■ I'-fc'�` RECESS FOR GALE DOOR 4' CONC., REINF. W/ b"xb" •10 11 1M OR FIBERMESH ON III POLY I.-0' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (1) 03 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE= 1/2'■I'-?' NOT USED 1N (I) •S REBAR VERTICALLY W/ GONG. FOUR CELL R-42 INSULATION �z TEXTURED FINISH W a' CMU r 1/2' GYP. WL. BD. oa Q WOOD BASE a cp 4 • 4' GONG, REINF. W/ b'xb` •10 WWM OR ' ° FIBERMFSH ON b -MIL POLY a ETHYLENE VAPOR BARRIER ON WELL-CO•IPACTED CLEAN TERMITE TREATED FILL (3) 'B REBAR ON CHAIRS 2- STORY FOOTING 13 W BLOCK WALL SCALE: 1/2' = I' -m' TIE VERTICAL REBAR TO HORIZATIONAL MBAR W/ 9' HOOK GROUTED BOND BEAM VARIES PER ELEV. .4 . e iy 4 1 GAS LINE THRU BLOCK 16.... E: I •I -0 2-w+'REBAR ON CHAIRS 2_STORY (3) 01 REBAR ON CHAIRS (I) *3 REBAR VERTICALLY W/ GONG. POUR CELL �y R-42 INSULATION a' CMU a4 ° • y 1/2' GYP. WL. BD. WOOL? BASF 4. q0. W 4' CONI REINF. WI b"xb' +ISD 1 OR FIBERMESH ON 6 CLEANOUT REQUIRED d ° FOR INSPECTION 4 ° -1 Z+ QG -MIL POLY IK ETHYLENE VAPOR BARRIER ON . 4I, ; ° 0 WELL -COMPACTED CLEAN TERMITE a TREATED FILL T e g (2) 05 REBAR* 1 -STORY c° • ..1. _ . E ° lV 4 0'-0'1 FLR. "b f3)'REBAR a 2 -STORY (1) "8 VERT. DOWEL LAPPED W/ BOND BEAM E 'a .4 a� b' PVC CHASE THRU FOOTING e� : , :' d • • TIF VERTICAL REBAR e ' 4.'° •. °� ". • TO HORIZATIONAL OUTSIDE REBAR TO BE P+ . q A CONTINUOUS I (1) IS, REBAR AT CORNERS W/ 25" LAP MIN. a ° a ° , . :• 4.c' iBAR W/ 8' HOOP, °• •..�. -.�.. + : , . °a. d 4 4 r 1-6TORY ° y E 4° ° 4" 8" 4" (2) 03 REBAR ON CHAIRS U U • • .a • • . . • I'-4, 2 -STORY (3) "6 REBAR ON CHAIR$ 2'-I' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING B SGALE= I/2"■,'-�' C AT LINTEL CORNERS GA = � ■ -� W BLOCK WALL REINFORCING AT ,L. EX'TERIO l:;Zl F_lQ O'T'7ERs AT' F-'I]LITIS I-1 s 7LlAB' s rrO B]E MIN_ 12" BELOW T_T]N-1DIS rFTJRB]EID SOIL qy_mi_iLED GROUTED BOND BEAM VARIES PER ELEV. a . • ° TIE VERTICAL REBAR { ° TO HORIZATIONAL •(v 4. • REBAR W/ 0' HOOK VARIES PER ELEV. T. GROUTED BOND BEAM CLEANOUT REQUIRED FOR INSPECTION E 4 I A' rr ° ° 0'-0' FIN. FLR. TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ V HOOK m0 U HORIZONTAL/VERTICAL REINFORCING AT v BEARING CHANGE A R C H IT EC TS Design Gr0 u p ir,G. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: TUSCA NORTH LOT X41 PROJECT# 1'03.00 MODEL: 2199" GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA PDT 12/8/10 SCALE: 1/4"=1'-0" N U Lu O q U ti SUBDIV. 8e LOT: TUSCA NORTH LOT X41 PROJECT# 1'03.00 MODEL: 2199" GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA PDT 12/8/10 SCALE: 1/4"=1'-0" PANEL ANCHOR SEALANT LO WALL FRAME SHOWN HERE --_ FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. SECURE 2x6 MIN. TO BLK W/ (2) )�' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. R SIDES: 2X6 GARAGE DOOR BUCK W/ (3) S6"XS' J -BOLTS 4" EMBEDMENT MIN. W/ 2 `X2 `XYg WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK 6 CENTER OF DOOR HEADER W/(l) VXS' J -BOLTS 4' EMBEDMENT W/ 2'X2"XYs' WASHER AND NUT GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 1/2"=1' - O' 8 NOT USED no no no LINTEL PLATE — 3/5" EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO PE MIN. va" DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS eLOCK. NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK,. PANEL REINFORCING e EvERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL 5UT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2) 1-1/4" 5-4 HEX WASHER HEAD WITH ANTI -CORROSIVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE TYPE S OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL RE INFORC ING .- MORTAR ASPHALT EMULSION 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 6"-8" O.C. L-30 0 GABLE BLOCKING TRUSS 2x4 BLOCKING 0 EA. RAFTER L-30 EA. RAFTER H2B EA. RAFTER ?x4 RAFTER 0 24" O.G. 2x4 FRAMING (TYP) 4- FRAMED OVERHANG N.T.S. 2X4 DBL TOP PLATE 2x4 METAL STUD 24` O.G. 1/2" PRY WALL 2X4 16" O.G. MAX 2X4 PT. BT. PLATE 1/2"A.5 W/ MIN. -' EMPEPMENT 2' DIA. WASHER ;r 32" O.C. MAX *5 REBAR CONT. WOOD FRAME TO BLK. SCALE: SPARK ARREST T-4 1/7' PER MANUFACTURER 1X2 PT. TOP OF BOX — DBL. TOP PLATE 1 I I 2X4 STUD II TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON 0.9.8. SHEATHING OR J" CDX PLYWOOD PRE. ENCS. TRUSS PLAN VIEW SCALE: 1/2'- 1' -0' SIMP60N H-5 (MIN.)- 2X4 MIND2X4 TO TRUSS PRE. ENG. TRUSS 61=4 OR H-5 TOP PLATE TO STUDS 2'-0" ABV. 10"-0' LEVEL TO ROOF `OR 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0' SIMPSON H-5 (MIN.) 0 2X4 TO TRUSS CHIMNEY DETAILS SCALE: 1/2'-1'-0' PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE 5TUD5 0 IFS" O.C. MAX 5IMP5ON LSTA-12 * EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS 0 16" O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN �' 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 A5SEMI5LY TO BE SECURED ONE PLY a A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12` O.C. STAGGERED 5P4 OR H5 * TOP AND BOTTOM PLATES * EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4" MIN. FROM 2ND P 0 I Im= TYY. ENFERIOR WINDOW/ .r� DOOR OPENING WD FRAMED NAILING 8CHE1:►UL.E ROOF DIAPHRAGM USE 7/16" O.S.B. OR 1/2" CDX PLY WITH 08 RING SHANK GUN NAILS AT 4" O.G. AT SUPPORTED PANEL EDGES AND *8 RING SHANK GUN NAILS AT b"O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS 6 4'0.r-. EXTERIOR SHEATHING USE 7/16' O.S.B. OR 1/2" PLY WITH "S RING SHANK GUN NAILS AT (P" O.C. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4" O.C. TOP 4 BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT (o' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE. RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR 8d ROUNPIIODIFIED 17/8" .113 170,000 ORT 10d OR*D1"1ODIFIED .128 170,000 TOP CORD BLOCKING AT 4' 'v O.G. MAX. IN FIRST 2 FRAMING • SPACES AT EACH END. =' RAFTER OR TRUSS NOTE. NAILS 5T 4PLE, BE 4 TOOOLASSOCIATION T 1. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING • 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH p M ROOF 6� 4r= -AT -4INGz LA) -'OUT AN1) EN�)U,4L L 5RAC f NG BUILDING LENGTH FOR G�,45LE ESP r -RAM ING SECURE 2x TO BLOCK W/ (2) i" TAPCONS OR DRIVE PIN (MIN SHANK SIZE .14r;0 (MIN EMBED. I J') WITHIN S' OF EACH END AND IS" O.G. MAX v SPACING. " O.S.B. SHEATHING OR-'/ CDX PLYWOOD 2x4 BLOCKS CMU WALL ARCH WINDOW FRAME A SECTION SCALE: 1/2' -1' -0" NOTE.- TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT C0.5.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT a OPENINGS 48 RING SHANK GUN NAILS A 4' D.C. TOP E BOTTOM EPCIES • PRE .- TRUE MT5- 7/1h" 2X4 BTM. PLA' 32" G PRE• �,,....,,,������.. TRUSS 2X4 PBL. TOP PLATE 2X4 STUD Iia" O.C. 7/16' 06.5. 1/2' A.B. W/ MIN. I' EMBEDMENT LOCATE b` -S' FROM ENDS AND 32" O.C. MAX. TEXTURED FIN15H META -16 6" CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: Mall 11 lh'4-!7 71 2X4X4' SECURE TO TRUSS W/ 3-12d 6"-8" O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE t0 13LK W/ META -16 2'— 0" EXT: SCALE: C 8 RING SHANK GUN NAILS 61 O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) *S 2" DECK SCREWS 6 6'-8' O.C. MAX m EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING ' 1 TYP. 3/4" T4G SUB -FLOOR DECKING GLUED t0 ALL- EXPOSED MEMi3ER5 PRE -ENG. TRU55 DBL. 2X TOP PLATE 2X BLOCKING TOP or- O.B.B. F0.9.8. 2X 5TUD5 16" O.C. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRU85 2X4 0 TOP 4 BOTTOM CONT. HETA-16 BLK. WALL �j CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. W/ 1/4" GAP FROM BLK. TO O.S.B. Q HORIZONTAL 2X S.F.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM PBL. TOP PLATE TO HORIZONTAL BLOCKING. SHEATHING Q TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW Q INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: A R C H IT E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 h 44 W � n O U 6 O U m 2 SUBDIV. LOT: TUS C A NORTH LOT X41 PROJECT# 1"03.00 MODEL: 2199" GARAGE SWING; LEFT PAGE: MIsc. DETAILS ARCHITECT. STATE OF FLORIDA NO 12079 �A ET 1/B/10 SCALE: 1/4 =1'-0" SHEET °`F1 CDX PLYWOOD. ATTACHED U.�.rS. �� 1 HINC� VK . 16 , MTL. DRIP EDGE" GYPSUM BOARD OR HIGH PER NAILING SCHEDULE ON GYPSUM BOARD OR 2" CDX PLYWOOD. ATTACHED 2x4 NAILER STRENGTH GLG BOARD SHEET D HIGH STRENGTH CLG. PER NAILING SCHEDULE ON 2x4 SUB -BAND BDAR'D SHEET D 2x4 24" KNEE WALO.C. INTERIOR VENTED ALUM. SOFFIT .° CONC. FILLED LINTEL BLK W/ -/a" THICK 3 COAT CEMENT CONC. FILLED LINTEL BLK W/ (1) #F, REBAR CONTINUOUS PLASTER OYER GRADE (1) #E REBAR CONTINUOUS /S THICK, 3 COAT CEMENT CONC. FILLED LINTEL BLK W/ PLASTER' OVER' GRADE EMBED. STRAP VERIFY W/ PRECAST LINTEL "D" FELT PAPER BACK R-4.2 BATT. INSUL. °©" FELT PAPER' BACK ll) 05 RE�3AR CONTINUOUS METAL LATH OVER TRUSS PLAN '-4.2 BATT. INSUL. METAL LATH OVER APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL WINDOW ATTACHMENT A5 OR GRADE "D" FELT WINDOW ATTACHMENT AS OR GRADE "D" FELT ��— WINDOW ATTACHMENT ,45 2"THICK, 2 COAT CEMENT PER MANUFACTURES PAPER PER MANUFACTURES PAPER PER MANUFAGTUR'E5 PLASTER APPLIED SPECIFICATIONS WEEP 5GREED SPECIFICATIONS WEEP SCREED SPECIFICATIONS DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) PRECAST SILL SECURE GABLE TO 2x(o P.T. SECURE GABLE TO 2x( P.T. CI) #� R'EBAR VERTICALLY {LATE W/ 126's S" O.C. MAX (1) #� REBAR VERTICALLY PLATE W/ 126's 8" O.C. MAX C1) �� REBAR VERTICALLY W/ GONG. POUF, CELL W/ CONC. POUR CELL W/ GONG. POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE t0 II 1x2 P.T. FURRING STRIPS BLK W/ "x9" ANCHOR BOLT W/ '� 1(o O.C. 5L< W/ x9" ANCHOR BOLT W/ I 8" CMU 2" WA5HER SET IN SIMF5ON 8° CMU 2" WASHER SET IN SIMP50N S" GMU r HIGH STRENGTH EPDX`�' l" HIGH STRENGTH EPO><Y I" 1/2 GYP WL. BD. 1/2 GYP. WL. BD. 1/2 GYP. WL. BD. �— WOOD BASE EMBED. MIN. 32" OC MAX. WOOD BASE EMBED. MIN. 32" OG MAX. WOOD BASE '"THICK, 2 COAT CEMENT q,.°tHfGK, 2 COAT CEMENT �Q ; PLASTER APPLIED PLASTER APPLIED ol— �- 4 I -0 ' . 4 DIRECTLY TO MASONRY A 4 D IREGTLY TO MASONRY tl 8 -0 4 ° 4 d 1- STORY GABLE 1- STORY 1 -STORY GABLE W/ VAULT CLG. B LOCK WALL 1 �,SC, OCBLOCE- 3/4 -1 0 LE• 3/4 -i -0 SCALE. UBDIV. 8c LAT: 2X4: ® 2X4: ® CM 2x4:TtJS C A SECURE TO BLOCK W/ 3/(b" SECURE TO BLOCK W/ 3%6' SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NORTH (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 14") MIN. EMBEDMENT 1 Y4") LO T WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 8' 4 WITHIN OF EACH END 4 IS' O.G. MAX SPACING. 18" O.G. MAX SPACING. 18" O.G. MAX SPACING. s" CMU 2x&: ® 2xb: ® 2X6: ® PROJECT )" DRYWALL SECURE TO BLOCK W/2-wb' NOTE: STRUCTURAL ZX MUST SECURE TO BLOCK W/2-3/%," SECURE TO BLOCK W/I-1/4" NOTE: STRUCTURAL 2x MUST � 1'x4' OR I'X2" P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED 1703.00 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL 1x4 P.T. OR %'X4" MIN. SECURE MIN. HEAD SIZE .300 3/fb' TAPCON MIN. IY4' MIN. HEAD SIZE 300 F1 THROUGH NON-STRUCTURAL MIN. HEAD SIZE .300 3/fb" TAPCON MIN. I Y4" MODEL. F1 THRU FRAME 4 EXTEND IY4' MIN. EMBEDMENT 1 Y4") EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4") 3/fjy' TAPCON MIN. 1 Y4' MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK. »» INTO BLOCK W/ 3/f�,,' TAPCONS WITHIN S' OF EACH END 4 Y WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN 8" OF EACH END 4 /I�" O.S.B. OR CDX (MIN. SHANK SIZE .145 RIVE PIN 1S' O.C. MAX SPACING. S CMU 1S" O.G. MAX SPACING. 18' O.G. MAX SPACING. 8" CMU TYvE1G BUILDING WRAP MIN. HEAD SIZE 300 2Xa, � K' DRYWALL -� a" CMU _ 1'x4' OR 1'x2" P.T. NAILER GARAGE SWING: 2X8: ® 2X8: ' DRYWALL 1"X4" OR 1"X2` P.T. NAILER' DRYWALL SECURE TO BLOCK W/1-1/4' LEFT MIN. EMBEDMENT I Y4 SECURE TO BLOCK W/2-�(�, SECURE TO BLOCK W/2 �(� 1'X4' OR VXV P.T. NAILER Y WITHIN S' OF EACH END 4 18" TAPCONS OR DRIVE PIN 7fb' 0.S$. X 4' MIN. TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN �b O.S.B. X 4 MIN. PAPER 5,4CK O.C. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR CASING C�,4LV D MTL. LATH DOOR CASING DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW PAGE. MIN. EMBEDMENT 1 Y4) MIN. EMBEDMENT 1 Y49 MIN. EMBEDMENT 1 Y4") DOOR JAMB OR WINDOW MONOLITHIC -1/5" TEXTURED DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 ATTACH TO 2X PER FINISH WOOD TO DETAILS. 2X PER IS' O.C. MAX SPACING. 18" 8' O.C. MAX SPACING. 18 O.C. MAX SPACING. MANUFACTURES DETAILS. MANUFACTURES 1- STORY WOOD WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCITED )/4') WALL CONSTRUCTION DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16 DOOR JAMB TO BLOCK +3 DOOR JAMB TO BLOCK +3-7/16 SECTIONS �; AWINDOW TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +1-15/16 WINDOW TO BLOCK +3" WINDOW TO BLOCK +3-7/16 SCALE: 1' =1' C sGALE: 1 1'-�" E SCALE: I"-1'-0' G SCALE: I"= I' & NOTES 2X4: CM CM 2X4: ® 2X4: ® 2X4: 8" SECURE TO BLOCK W/ 3/fb' 3 CMU SECURE TO BLOCK W/ ,fn 3Y b SECURE TO BLOCK WI /fb SECURE TO BLOCK W/Y4 SECY TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPGONS OR DRIVE PIN 1/2 ° TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 ARGHITEGT� MIN. HEAD SIZE .300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 f. FINISH o MASONRY MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT I Y4") MIN. EMBEDMENT I Y4") MIN. EMBEDMENT I Y4') STATE OF FLORIDA WITHIN 8' OF EACH END 4 WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X MUST WITHIN 8" OF EACH END 4 18' O.C. MAX SPACING. 18' O.G. MAX SPACING. 18" O.C. MAX SPACING. BE ON OUTSIDE 4 SECURED 18' O.C. MAX SPACING. THROUGH NON-STRUCTURAL 2xb; ® 2X&- ® 2Xk': ® 3/fb' TAPCON MIN, IY4" 2X(': SECURE TO BLOCK W/2 -3i l SECURE TO BLOCK W/2 -W6' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-3/fb' EMBEDMENT INTO BLOCK. SECURE To BLOCK W/1-1/4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST SCREED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 8" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED ]E E P ►,�7 C 1 E E MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 %,' TAPCON MIN. I Y4" MIN. HEAD SIZE 300 Y' DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL r �✓ MIN. EMBEDMENT 04") MIN. EMBEDMENT 04") EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4") X 1'X4' OR 1'X2' P.T. NAILER MIN. EMBEDMENT I Y4") 3/f6' TAPCON MIN. IY4" I� E "I' AI L� WITHIN S' OF EACH END SY CMU 4 WITHIN 8' OF EACH END 4 WITHIN 8" OF EACH END 18' O.C. MAX SPACING. 18" O.C. MAX SPACING. IS" O.G. MAX SPACING. 2ND 2X SECURE TO 18' O.C. MAX SPACING. 8" CMU" DRYWALL STRUCTURAL MEMBER W/(2)12d 8" CMU CONNECTION 2x8: ® 7�" DRYWALL 2X8: ® I'X4' OR I"X2' P.T. NAILER 2X8: ® Y Y 2X8: ® �' DRYWALL BLOCK SECURE TO BLOCK W12-%,', SECURE TO BLOCK W/2-%' P.T. To BLOCK W/2 -3/f/. TO SINOGMEACH END 4 �oAx SECURE to BLOCK W/1-1/4' 1`X4' OR I'x2' P.T.NAILER TAPCONS OR DRIVE PIN 1X4 OR I X2Y P.T. NAILER TAPCONS OR DRIVE PIN 1Y P.T. X 4Y MIN. TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN JAM CANTWELL SCALE: 1 1/2"=1'-0" (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 `--DOOR CASING (MIN. SHANK SIZE .145 1' P.T. X 4' MIN. NO 12079 MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 _ MIN. HEAD SIZE 300 POOR JAMB OR WINDOW POOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR CASING MIN. EMBEDMENT 1)/4") MIN. EMBEDMENT I Y4) MIN. EMBEDMENT 1,Y4') MIN. EMBEDMENT IY4") WITHIN 8" OF EACH END 4 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER WITHIN 8" OF EACH END 4 ATTACH TO 2X F'ER WITHIN a3' OF EACH END 4 DOOR JAMB OR WINDOW 18" O.C. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. 18" O.C. MAX SPACING. MANUFACTURES DETAILS. 15' O.G. MAX SPACING. ATTACH TO 2X PER PAI E: 12/8/10 MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )/4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") SrCAI. . 1/4" =1' — O" DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4' DOORJAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" SHEET (�Y_ WINDOW TO BLOCK +1-1/2 D WINDOW TO BLOCK +2 1/4 �+ WINDOW TO BLOCK +3 H WINDOW TO BLOCK +3 3/412 SCALE: I'm V-0' SCALE: 1'=1'-0' SCALE: I"■1'-0" SCALE: 1"=I'-0" D 3 OgIL A R C H I T E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 FI5ERGLA55 SHINGLES 2x4 BLOCKING BETWEEN 2x4 BLOCKING BETWEEN OvER #15 FELT PAPER ON TRU55E5 AT FIRST TWO 5A�1'S FIBERGLASS SHINGLES °� TRu55E5 AT FIRST TWO BAYS fie 0.5.5. SHEATHING OR �" 4'-0" O.C. TAT SHEATHING OVER #1F FELT PAPER ON 4'-0" O.C. (AT SHEATHING CDX PLYWOOD SECURED+ SEAMS) 16 D.S.B. SHEATHING OR 5EAM5) PER NAILING SCHEDULE w CDX PLYWOOD SECURED FRE -ENG GABLE TRU55 PRE -ENG G/4BLE TRU55 PER NAILING SGHEDULE P.T. 1x2 W/ MTL. DRIP EDGE 2x4 2x4 NAILER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2) FIBERGLA55 5HINGLE5 2x4 SUB -BAND a EACH TRU55 OVER 015 FELT PAPER ON ALUM. SOFFIT CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND TO BE INSTALLED 6 MID. POINT OF „ C O.S.B. SHEATHING ORD W/ (2)126's a EACH TRU55 ALUM. SOFFIT TRUSS SPAN, OR 10'-0" O.C. MAX. STIFFBACK AT ALL UPRIGHTS TO BE INSTALLED a MID. CDX PLYWOOD SECURED OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STIFF5ACK AT ,ALL SEE ENERGY CODE FORMS PER NAILING SCHEDULE SEALED ENG. FOR SIZE 4 10'-0" O.C. MAX. UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES. CONDITION.) HIGH (SEE SEALED ENG. �" GYPSUM BOARD DR PRE -ENG TRUSS SEE ENERGY CODE FORMS -I �- n � � 51��.dt1�11\I�"-� n� I SEE ENERGY CODE FORMS >=na� i�IC,I II n-rlr-,,.I �_�. � I I I>=�, D 5 � ., FOR IZE CONDITION.) -, HIGH STRENGTH CLG. CDX PLYWOOD. ATTACHED U.�.rS. �� 1 HINC� VK . 16 , MTL. DRIP EDGE" GYPSUM BOARD OR HIGH PER NAILING SCHEDULE ON GYPSUM BOARD OR 2" CDX PLYWOOD. ATTACHED 2x4 NAILER STRENGTH GLG BOARD SHEET D HIGH STRENGTH CLG. PER NAILING SCHEDULE ON 2x4 SUB -BAND BDAR'D SHEET D 2x4 24" KNEE WALO.C. INTERIOR VENTED ALUM. SOFFIT .° CONC. FILLED LINTEL BLK W/ -/a" THICK 3 COAT CEMENT CONC. FILLED LINTEL BLK W/ (1) #F, REBAR CONTINUOUS PLASTER OYER GRADE (1) #E REBAR CONTINUOUS /S THICK, 3 COAT CEMENT CONC. FILLED LINTEL BLK W/ PLASTER' OVER' GRADE EMBED. STRAP VERIFY W/ PRECAST LINTEL "D" FELT PAPER BACK R-4.2 BATT. INSUL. °©" FELT PAPER' BACK ll) 05 RE�3AR CONTINUOUS METAL LATH OVER TRUSS PLAN '-4.2 BATT. INSUL. METAL LATH OVER APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL WINDOW ATTACHMENT A5 OR GRADE "D" FELT WINDOW ATTACHMENT AS OR GRADE "D" FELT ��— WINDOW ATTACHMENT ,45 2"THICK, 2 COAT CEMENT PER MANUFACTURES PAPER PER MANUFACTURES PAPER PER MANUFAGTUR'E5 PLASTER APPLIED SPECIFICATIONS WEEP 5GREED SPECIFICATIONS WEEP SCREED SPECIFICATIONS DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) PRECAST SILL SECURE GABLE TO 2x(o P.T. SECURE GABLE TO 2x( P.T. CI) #� R'EBAR VERTICALLY {LATE W/ 126's S" O.C. MAX (1) #� REBAR VERTICALLY PLATE W/ 126's 8" O.C. MAX C1) �� REBAR VERTICALLY W/ GONG. POUF, CELL W/ CONC. POUR CELL W/ GONG. POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE t0 II 1x2 P.T. FURRING STRIPS BLK W/ "x9" ANCHOR BOLT W/ '� 1(o O.C. 5L< W/ x9" ANCHOR BOLT W/ I 8" CMU 2" WA5HER SET IN SIMF5ON 8° CMU 2" WASHER SET IN SIMP50N S" GMU r HIGH STRENGTH EPDX`�' l" HIGH STRENGTH EPO><Y I" 1/2 GYP WL. BD. 1/2 GYP. WL. BD. 1/2 GYP. WL. BD. �— WOOD BASE EMBED. MIN. 32" OC MAX. WOOD BASE EMBED. MIN. 32" OG MAX. WOOD BASE '"THICK, 2 COAT CEMENT q,.°tHfGK, 2 COAT CEMENT �Q ; PLASTER APPLIED PLASTER APPLIED ol— �- 4 I -0 ' . 4 DIRECTLY TO MASONRY A 4 D IREGTLY TO MASONRY tl 8 -0 4 ° 4 d 1- STORY GABLE 1- STORY 1 -STORY GABLE W/ VAULT CLG. B LOCK WALL 1 �,SC, OCBLOCE- 3/4 -1 0 LE• 3/4 -i -0 SCALE. UBDIV. 8c LAT: 2X4: ® 2X4: ® CM 2x4:TtJS C A SECURE TO BLOCK W/ 3/(b" SECURE TO BLOCK W/ 3%6' SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NORTH (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 14") MIN. EMBEDMENT 1 Y4") LO T WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 8' 4 WITHIN OF EACH END 4 IS' O.G. MAX SPACING. 18" O.G. MAX SPACING. 18" O.G. MAX SPACING. s" CMU 2x&: ® 2xb: ® 2X6: ® PROJECT )" DRYWALL SECURE TO BLOCK W/2-wb' NOTE: STRUCTURAL ZX MUST SECURE TO BLOCK W/2-3/%," SECURE TO BLOCK W/I-1/4" NOTE: STRUCTURAL 2x MUST � 1'x4' OR I'X2" P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED 1703.00 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL 1x4 P.T. OR %'X4" MIN. SECURE MIN. HEAD SIZE .300 3/fb' TAPCON MIN. IY4' MIN. HEAD SIZE 300 F1 THROUGH NON-STRUCTURAL MIN. HEAD SIZE .300 3/fb" TAPCON MIN. I Y4" MODEL. F1 THRU FRAME 4 EXTEND IY4' MIN. EMBEDMENT 1 Y4") EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4") 3/fjy' TAPCON MIN. 1 Y4' MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK. »» INTO BLOCK W/ 3/f�,,' TAPCONS WITHIN S' OF EACH END 4 Y WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN 8" OF EACH END 4 /I�" O.S.B. OR CDX (MIN. SHANK SIZE .145 RIVE PIN 1S' O.C. MAX SPACING. S CMU 1S" O.G. MAX SPACING. 18' O.G. MAX SPACING. 8" CMU TYvE1G BUILDING WRAP MIN. HEAD SIZE 300 2Xa, � K' DRYWALL -� a" CMU _ 1'x4' OR 1'x2" P.T. NAILER GARAGE SWING: 2X8: ® 2X8: ' DRYWALL 1"X4" OR 1"X2` P.T. NAILER' DRYWALL SECURE TO BLOCK W/1-1/4' LEFT MIN. EMBEDMENT I Y4 SECURE TO BLOCK W/2-�(�, SECURE TO BLOCK W/2 �(� 1'X4' OR VXV P.T. NAILER Y WITHIN S' OF EACH END 4 18" TAPCONS OR DRIVE PIN 7fb' 0.S$. X 4' MIN. TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN �b O.S.B. X 4 MIN. PAPER 5,4CK O.C. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR CASING C�,4LV D MTL. LATH DOOR CASING DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW PAGE. MIN. EMBEDMENT 1 Y4) MIN. EMBEDMENT 1 Y49 MIN. EMBEDMENT 1 Y4") DOOR JAMB OR WINDOW MONOLITHIC -1/5" TEXTURED DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 ATTACH TO 2X PER FINISH WOOD TO DETAILS. 2X PER IS' O.C. MAX SPACING. 18" 8' O.C. MAX SPACING. 18 O.C. MAX SPACING. MANUFACTURES DETAILS. MANUFACTURES 1- STORY WOOD WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCITED )/4') WALL CONSTRUCTION DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16 DOOR JAMB TO BLOCK +3 DOOR JAMB TO BLOCK +3-7/16 SECTIONS �; AWINDOW TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +1-15/16 WINDOW TO BLOCK +3" WINDOW TO BLOCK +3-7/16 SCALE: 1' =1' C sGALE: 1 1'-�" E SCALE: I"-1'-0' G SCALE: I"= I' & NOTES 2X4: CM CM 2X4: ® 2X4: ® 2X4: 8" SECURE TO BLOCK W/ 3/fb' 3 CMU SECURE TO BLOCK W/ ,fn 3Y b SECURE TO BLOCK WI /fb SECURE TO BLOCK W/Y4 SECY TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPGONS OR DRIVE PIN 1/2 ° TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 ARGHITEGT� MIN. HEAD SIZE .300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 f. FINISH o MASONRY MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT I Y4") MIN. EMBEDMENT I Y4") MIN. EMBEDMENT I Y4') STATE OF FLORIDA WITHIN 8' OF EACH END 4 WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X MUST WITHIN 8" OF EACH END 4 18' O.C. MAX SPACING. 18' O.G. MAX SPACING. 18" O.C. MAX SPACING. BE ON OUTSIDE 4 SECURED 18' O.C. MAX SPACING. THROUGH NON-STRUCTURAL 2xb; ® 2X&- ® 2Xk': ® 3/fb' TAPCON MIN, IY4" 2X(': SECURE TO BLOCK W/2 -3i l SECURE TO BLOCK W/2 -W6' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-3/fb' EMBEDMENT INTO BLOCK. SECURE To BLOCK W/1-1/4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST SCREED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 8" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED ]E E P ►,�7 C 1 E E MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 %,' TAPCON MIN. I Y4" MIN. HEAD SIZE 300 Y' DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL r �✓ MIN. EMBEDMENT 04") MIN. EMBEDMENT 04") EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4") X 1'X4' OR 1'X2' P.T. NAILER MIN. EMBEDMENT I Y4") 3/f6' TAPCON MIN. IY4" I� E "I' AI L� WITHIN S' OF EACH END SY CMU 4 WITHIN 8' OF EACH END 4 WITHIN 8" OF EACH END 18' O.C. MAX SPACING. 18" O.C. MAX SPACING. IS" O.G. MAX SPACING. 2ND 2X SECURE TO 18' O.C. MAX SPACING. 8" CMU" DRYWALL STRUCTURAL MEMBER W/(2)12d 8" CMU CONNECTION 2x8: ® 7�" DRYWALL 2X8: ® I'X4' OR I"X2' P.T. NAILER 2X8: ® Y Y 2X8: ® �' DRYWALL BLOCK SECURE TO BLOCK W12-%,', SECURE TO BLOCK W/2-%' P.T. To BLOCK W/2 -3/f/. TO SINOGMEACH END 4 �oAx SECURE to BLOCK W/1-1/4' 1`X4' OR I'x2' P.T.NAILER TAPCONS OR DRIVE PIN 1X4 OR I X2Y P.T. NAILER TAPCONS OR DRIVE PIN 1Y P.T. X 4Y MIN. TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN JAM CANTWELL SCALE: 1 1/2"=1'-0" (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 `--DOOR CASING (MIN. SHANK SIZE .145 1' P.T. X 4' MIN. NO 12079 MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 _ MIN. HEAD SIZE 300 POOR JAMB OR WINDOW POOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR CASING MIN. EMBEDMENT 1)/4") MIN. EMBEDMENT I Y4) MIN. EMBEDMENT 1,Y4') MIN. EMBEDMENT IY4") WITHIN 8" OF EACH END 4 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER WITHIN 8" OF EACH END 4 ATTACH TO 2X F'ER WITHIN a3' OF EACH END 4 DOOR JAMB OR WINDOW 18" O.C. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. 18" O.C. MAX SPACING. MANUFACTURES DETAILS. 15' O.G. MAX SPACING. ATTACH TO 2X PER PAI E: 12/8/10 MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )/4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") SrCAI. . 1/4" =1' — O" DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4' DOORJAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" SHEET (�Y_ WINDOW TO BLOCK +1-1/2 D WINDOW TO BLOCK +2 1/4 �+ WINDOW TO BLOCK +3 H WINDOW TO BLOCK +3 3/412 SCALE: I'm V-0' SCALE: 1'=1'-0' SCALE: I"■1'-0" SCALE: 1"=I'-0" D 3 OgIL A R C H I T E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w w w a q U ti FI5ERGLA55 SHINGLES F15ERGLA65 SHINGLES OVER OVER #lFa FELT PAPER ON *15 FELT PAPER ON 1/16?" 2x4 5LOCKING 5ETWEEN � " 0.5.5. SHEATHING OR �" 0.5.5. SHEATHING OR �" CDX TRUSSES AT FIRST TWO G3AY5 � 4'-0" CDX PLYWOOD SECURED PLYWOOD SECURED PER �' - O " O.G. CAT SHEATHING PER NAILING SCHEDULE NAILING SCHEDULE SEAMS) PRE -ENG TRUSS MTI. DRIP EDGE PRE -ENG GA5LE TRUSS �' SEE ENERGY CODE FORMS 2x4 SUB -BAND W/ONT. 2x4 2) 12c1'sRAT RUN -8 EACH TRU55 MTL. DRIP EDGE FOR INSULATION R -VALUES. ALUM. SOFFIT 2x4 SU5-5AND I" GYPSUM BOARD OR 5TIFF5ACK AT ALL VENTED ALUM. HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" SOFFIT 5014RD HIGH (SEE SEALED ENG. DOUBLE TDP PLATE TWI5T STRAP VERIFY W/ FOR SIZE 4 CONDITION) SEE ENERGY CODE FORMS TRU55 PLAN SECURE 2x4 PLATE TO FOR INSULATION R -VALUES. WINDOW HEADER SIZE 3"x&" WALL W/ THRU-BOLTS VARIES PER WINDOW 32" O.C. MAX THEN OPENING SEE HEADER " GYPSUM SOARD OR SPAN CHART FOR SECURE GABLE TO 2x4 HIGH STRENGTH GLC. DETAILS WINDOW ATTACHMENT A5 PLATE W/ 12d g S O.G. MAX Off' 5014RID O.S.B. SHEATHING OR �" PER MANUFACTURES SPECIFICATIONS SECURE GABLE TO DBL DOUBLE TOP PLATE CDX PLYWOOD. TOP PLATE W/ SIMPSON ATTACHED PER NAILING WINDOW SILL HTC4 e 24" O.C. MAX SCHEDULE ON SHEET D5. 2x STUDS 6 1(oO.G. MAX W/ WINDOOW HEADER SIZE WINDOW ATTACHMENT AS R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER -1/6" THICK, 3 COAT CEMENTf OPENING SEE HEADER SPAN SPECIFICATIONS PLASTER OVER GRADE 4 T � G SUSFLOOR GLUED CHART FOR DETAILS WINDOW SILL "D" FELT PAPER BACK AND NAILED AS PER METAL LATH OVER NAILING SCHEDULE 0.5.5. SHEATHING OR 2x STUDS Im 16" O.G. MAX W/ APPROVED HOUSE WRAP CDX PLYWOOD. R-11 SATT. INSUL. MIN. ATTACHED PER NAILING OR GRADE "D" FELT SCHEDULE ON SHEET D5 T 4 G SUSFLOOR GLUED PAPER %" THICK, 3 COAT GEMENT AND NAILED A5 PER NOTE: SHEATHING MUST PLASTER OVER GRADE NAILING SCHEDULE NOT BREAK 1'-0" MIN. "D" FELT PAVER 5ACK FROM 2ND FLR LINE C INSTALL PER MFG. SPECS.) METAL LATH OVER 2x4 CONT. Q TOP AND PRE -ENG FLOOR TRUSS APPROVED HOUSE WRAP ST. OF FLR TRUSS (TOP 4: i„ „ OR GRADE "D" FELT 2x4 SUPPORTS BT GYPSUM BOARD OR PAPER PLATE OF 2ND FLR, 5T. HIGH STRENGTH GLC. 2x4 16 FOR WALL BOARD NOTE: SHEATHING MUST FRE -ENG FLOOR TRUSS SHEATHING NAILER) GONG. FILLED LINTEL �3LK W NOT BREAK 1'-O" MIN, (INSTALL PER MFG. SPECS.) FROM 2ND FLR L INE (1),15 RE5AR CONTINUOUS "GYPSUM SQARD OR " WEEP SCREED R-4.2 5ATT. INSUL. 2x4 CONT. Q TOP AND HIGH STRENGTH CLG. (SEE DETAIL 2A) 5T. OF FLR TRU55 (TOP 50ARD EM5ED. STRAP VERIFY PRECAST LINTEL 2x4 SUPPORTS BT CD. FILLED LINTEL BLS W/ (1) W/ TRUSS PLAN WINDOW ATTACHMENT AS PLATE OF 2ND FLR, 5T. #NC5 RE5AR CONTINUOUS PER MANUFACTURES 2x4 15 FOR WALL SE'ECIFICATIONS SHEATHING NAILER) PRECAST LINTEL �"THICK, 2 COAT GEMENT ,.�---PRECAST SILL —WINDOW ATTACHMENT AS PLASTER APPLIED (1) #5 RE5AR VERTICALLY WEEP SCREED PER MANUFACTURER DIRECTLY TO MASONRY W/ CONC, POUR CELL (SEE DETAIL 2A) SPECIFICATIONS ___ 1x2 P.T. FURRING STRIPS PRECAST SILL e l(o" O.C. EMBED, STRAP VERIFY # STORY W/ TRU55 PLAN (1) � RE5AR VERTICALLY 511 CMU W/ GONG. POUR CELL FIRST FLOOR 1/2" GYP. WL. 5D. �"THICK, 2 COAT GEMENT = 1x2 P.T. FURRING STRIPS BLOCK SECOND WOOD SASE PLASTER APPLIED FLOOR FRAME DIRECTLY TO MASONRY S" CMU SCALE: 3/4`=I' -0'l A. -0. - AB LE v2 GYP. WL. BD. TORY WOOD 5,45E d : FIRST FLOOR, BLOCK SECOND d FLOOR FRAME d A: 1A SCALE: 3/4"=1'-O" A ° 0.5.5. SHEATHING OR CDX 2x STUDS 'm 16" O.C. MAX W/ PLYWOOD. ATTACHED PER R-11 5ATT. INSUL. MIN. NAILING SCHEDULE ON SHEET R STUDS � 15 O.G. MAX W/ rt/1(00.5.5. OR �° CDX SU FDO GLUED D3-11 BATT, fNSUL. MIN. T G 8 L R "THICK, 3 COAT CEMENT " T 4 G SUBFLOOR GLUED TYVEK �3UILDING WRAF AND NAILED A5 PER PAPER SACK NAILING SCHEDULE PLASTER APPLIED TO METAL AND NAILED AS PER GALV'D MTL. LATH LATH OVER 2 LAYERS OF NAILING SCHEDULE GRADE D BUILDING PAPER TEXTURED FINfSH OR PAPER BACKED LATH WOOD OVER AN APPROVED HOUSE WdO�-' WEEP SCREED WRAP CONStRUGTION 2x4 CONT. Q TOP AND 5T. OF z Q- FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FIRE -ENG FLOOR TRU55 FLR, 5T. 2x4 I5 FOR WALL PRE -ENG FLOOR TRUSS 8" CMU SHEATHING NAILER)i/2" TEXTURED SIMPSON HETA-1(o EMBED. •� WEEP SCREED GYPSUM BOARD OR FINfS�+ M�450NRi STRAP 6 32" O.G. MAX VERIFY W/ TRUSS PLAN(SEE DETAIL 2A) .,4. HIGH STRENGTH CLC. 30ARD I1iI EMBED. STRAP VERIFY CONC. FILLED LINTEL 5LK W/ GYPSUM BOARD OR W/ TRU55 PLAN (1) 05 RE5AR CONTINUOUS HIGH STRENGTH CLG. BOARD "THICK, 2 COAT CEMENT PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ DETAIL WOOD TO PERPENDICULAR PRE—ENG FLOOR TRUSS B LO C N CONNECTION 2 SCALE. 3/4`=1'-0" SCALE: 1 1/2"=V-0" -O" A R C H 1 T E C TS or Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w Cha �C > Q U z A U m SUBDIV. & LAT: TUSCA NORTH LOT #41 PROJECT# 1'703.00 MODEL.: „2199" GARAGE SWING: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA JA S CANTWELL R NO 12079 DATE. 12/6/1� SCALE: 1/4"=11-0" ARCHITECTS Grousign roup Inc. N. RONALD REAGAN E -ONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 ww.a bdesigngrou p.con AA #: 0003325 h w LU Q O � p U A � m SUBDIV. & LOT: TUSCA NORTH LOT #41 PROJECT# 1703.00 MODEL: "2199„ GARAGE SWING: LEFT PACE: MISC. DETAILS ARCHITECT STATE OF FLORIDA ,w PRINT DATE: 12/8/10 SCALE: 1/43$-11-0" SHEET D 5 ©Fl 6