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2121 Lili Petal Ct 10-890 (a)STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 5850 T.G. LEE BLVD. SUITE 600 ORLANDO, FL, 32822 TEL: (407) 850-5200 1B— FAX: (407) 850-5300 LINTEL SCHEDULE (WEKIWA) STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 99 � 7 � � 99 FOR: www. afrorbufryt C B Ca 12 5 2 212 on. (;ufrrb 5850 T. G. LEE BLVD. SUITE 600 ORLANDO, FL 32822 Tal: (407) 830-3200 Fax: (407) 850-5300 DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABv. W/2009 SUPPLEMENT GN— ADJ. • 2007 FLORIDA FIRE PREVENTION CODE `ALT" • NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION AMP. BD. *ALL LOCAL AND STATE CODES CL 1B— LINTEL SCHEDULE (CAST—CRETE) CAB. 1B.1— LINTEL SCHEDULE (WEKIWA) CLG. 1B.2— LINTEL SCHEDULE (PRO—CRETE) CLR. 1C—WIND LOAD CALCULATIONS CONC. 2—FLOOR PLAN CPT. 3A—ELEVATION "A" FRONT & REAR C.T. • OCCUPANCY — RESIDENTIAL, GROUP R3 D. • CONSTRUCTION TYPE — VB DBL' D.G. • MIN. INTERIOR FINISH — CLASS B DIA. • BASIC WIND SPEED — 120 MPH (M/S) DIS . • 1—STORY RESIDENCE — DP" •2—STORY RESIDENCE — MAX. HEIGHT AS PER ns. DE TAILS IVFo�p oui,,,mo �. �,r� LOCAL AND STATE CODES DTL. DETAILS TA AND go p�pNB ARE R� PERMIT Ic�gt1ED FAD iMfH A D.W. SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 EA. USED FOR DESIGN INCLUDE: ELEV. • CONCRETE MASONRY RESIDENTIAL EQ. • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G./FX . F.G. SQ.FT. CALL. S FLR. FLUOR. FR. DR. FTG. LIVING 1153 SQ. FT. GA. GAR. DISP. GARAGE 404 SQ. FT. G.F.I. �' ENTRY 35 SQ. FT. �� GL. GYP. BD. LANAI 93 SQ. FT. H.B. H.C. HDR. HGT. OR HT TOTAL 2285 SQ. FT. ININTT.. ABBREVIATIONS ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. LUM. M.C. MFR. MIN. M.T. MTD, MTL. N.T.S. O.C. PL F.B. PH. PLT. PLYWD. PR. P.T. R. RAD. R.A.G. REF. RM, R.O. S.C. S.D. S.H. SHT, SHTHG. SHWR. SIM. SL. SL. GL. STD. SWS TEMP. THK. T.O.C. T.O.P. T.O.S. TYR U.N.O. V.P. W. W/ WD. WDW. W/H W.I. REVISIONS LAVATORY DATE DESCRIPTION LUMINOUS 1/2S/OS PLAN REVISIONS PER LOU AVELLI- REMOVE TRANSOME OVER MEDICINE CABINET MANUFACTURER ENTRY POOR ON ELEV 5 "A" ANP "5", REMOVE ENTRY COLS. MINIMUM METAL THRESHOLD g/3/mg5.Y- Pr=VISI ONS: RE V I SE p ENTRY LINTEL TO SF8 MOUNTED METAL FOR ON ELEVATION "C" 4 "p" NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON INDEX OF DRAWINGS 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—FLOOR PLAN PG 3A—ELEVATION "A" FRONT & REAR PG 4A—ELEVATION "A" LEFT & RIGHT PG 5AC— FRAMING PLAN ELEVATION "A" PG 6—ELECTRICAL PLAN PG D1—FOUNDATION DETAILS PG D2—MISC. DETAILS PG D3-1—STORY WALL SECTIONS PG D4—MISC. DE TAILS IVFo�p oui,,,mo �. �,r� PG D5—MISC. DETAILS TA AND go p�pNB ARE R� PERMIT Ic�gt1ED FAD iMfH A T7''E D FOR PERMIT, TO PRq Cq.'srmuED NOT A5 AIJTHOR1TY Tq VIOLATE, AGCEPTE TO RE p, LICENSE OF iH� A`.DE ANY AND A TtVE WO'R4C Al_Tf R, OR 5ET CANCLL' iwETECHNiGAI CODES.NCWt TME �U1W1NC° pRpV1s10N'S OF PERMIT plrtEVC]UYRINC A GO4Yitg- o� A RE TwE PLANS. CONS" IS5UA'NGE DEPTFROM Tw 9 OW THE .Tlow OF ERROR -f OF'THF- CODtIS OR oTw _R VIOL ONS A R C H I T E C T S Ne su n rO u Inc. It 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 • W z SUHDIV. 8a LOT: TUS C A U. �a._ NORTH LOT#32 PROJECT# 1703.00 MODEL: 1755" GARAGE SWING: RIGHT PAGE: COVER PAGE uj ARCHITECTomm"N Ow� DA : 02/11/10 SC :1/4"=1'-0'? SHEET c I 0r10 r1. ENERAL NOTES 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 W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV, POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3 SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN '/Z -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/rINCH 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, LINO. 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" 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 /ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/4 INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3'-0".FRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 31' 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 3/1 " D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/2' 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, UNO. Fb =1,500 PSI Fv =175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED %" 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 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH 1/2" 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, %2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 311.2. A R C H IT E C TS Design Group �n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LAT: TUSCA NORTH LOT#32 PROJECT# 1"703.00 MODEL: 1"755" GARAGE STfMG: RIGHT PAGE: ARCHITECT - LL DOE: 02/11/10 SCALE: 1/4"=1'-0" SHEET NOF I 40'-011 30'-511 24°X24"X12" CONC.21'-11" PAD W/3-05 BARS -\ r44� Al E.W. ON CHAIRS MIN. 3" covER Di \1 \1 2'-6" ro'-311 I� I� 3'-811 / I_�11 _811 I _�fII 13'_411 6'_8111 S��// 401-011 J16'_m11 20'-011 PLAN m 1 Jb 31.411 A/C ■■ ■ UNIT SIMPSON WB SECURE STRAP TO ROLL STRAP GONG. W/ (2)-3/16"X2"OR -\t ■ TAP -CONS o0 od SECURE STRAP TO CONC. SLAB UNIT W/ (2) 08x1 1/4 BHT MTL SCREWS - 4 1/2 CONNECTION 0 ]PAD DETAIL ■ I 1 LAV. OPT. T,),424"X12" pl LAV. i X D 4" CONIC.) D I WH. EXTEND -5 1/2" BLAB. ._.. SLAB 1 1/2" GONG. I O0 0'-0" ELEV. PAD W/3-'"5 BARS -3 1/2 _ FIN. CONIC. SLAB XI ■ ■ 211 STEEL E.W. ON CHAIRS PIPE 1-211 m 11- l KJ V Fl\ u' I r / 4'N � v/ _ 10'-1111 K/ QI-yII pI-411 21-211 G! J .J ■ ■ ■ I ■ I. S N'e'' X12" GONG. ■ 10 24"X2.W/3-05 E D 1 PAD W/3 - 05 BARS () I D 1 E.W. ON CHAIRS MIN. 3" COVER DI EXTEN TUR I I SLAB 111/2" SHOWER 2Xo ICE 8 ■ DI ' I x `" "' 4" CONC. REINFORCED I I W/6 X6 WIA X WIA WWM ■ " OR FIBERMESH ON 6 -MIL. HB VAPOR BARRIER ON �•1 ``� I -" WELL -COMPACTED m o11 Q , CLEAN TERMITE FH NDIe7 Lm -ml m ■ ITREATED FILL OR 21_OII APPROVED SUBSTITUTE, Q -0II V" QI-/J1I 2'- I' -411 (RECRUIT II SYSTEM)rK 20'-0" ■ 10'-011 I I A/C 141-411 18'-211 0 ■ 411 P.V.0 \\ I OPT I \ W I CHASE \\ _ �p L -_-_-J \ I r1-1) r I \\ I OPT I EXTEND D 1 L'�JL�J I I I L. \ I D- I SLAB 1 1/2" \\ ■ SINK) DW.J F31_411 '- 2'-S" 13'-411 \ \ EXTEND I ` WH. A\ �\ rI— SLAB 1 1/2 _ - -5 1/2 � 31-111 �\ �-� ■ r—�� ■ [1 211D,GSTEEL PIPE I N � u- I Y - all I 31 411 _ _811 BOLLARD EXTEND END OF PVC. CHASE UP 12' ABOVE O I I W = L_ J 0- COND. CONC. PAD I ■ �r —I g _4(1/2" I �, I a N 0'-0" ELEV._ FIN. CONC. SLAB I �- DI a D1 '� I I Di l I I I■ ■ \ D1 ■ S —1 1/2" _ N.B. I I� I� 3'-811 / I_�11 _811 I _�fII 13'_411 6'_8111 S��// 401-011 J16'_m11 20'-011 PLAN m 1 Jb "VI 101-011 X �— �'I �QI 31.411 A/C ■■ ■ UNIT SIMPSON WB SECURE STRAP TO ROLL STRAP GONG. W/ (2)-3/16"X2"OR -\t EQUAL TAP -CONS SECURE STRAP TO CONC. SLAB UNIT W/ (2) 08x1 1/4 BHT MTL SCREWS A C CONNECTION 0 ]PAD DETAIL "VI 101-011 X �— �'I �QI 31.411 ■■ ■ ■ T,),424"X12" D D I WH. EXTEND -5 1/2" SLAB 1 1/2" GONG. I ■ PAD W/3-'"5 BARS ■ ■ 211 STEEL E.W. ON CHAIRS PIPE MIN. 3" COVER BOLLARD I. S DI I I 8 D1 I HB --1 1/2" Lm -ml m 21_OII I/ I-011 Q -0II V" QI-/J1I 2'- I' -411 20'-0" 10'-011 � 1 COPT. 3rd CAR.GARAGE ARCHITECTS Desn Grupnc.o 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-40www.abdesigngroup AA #: 0003325 SVHDIV. & LOT TUSCA NORTH LOT#32 PROJECT# 1703.00 MODEL: "1755" GARAGE SWING: RIGHT PAGE: FOUNDATIO: PLAN ARCHITECT STATE OF FLORIDA I D #: 02/11/10 S ALE: 1/4"=1'-0" SHEET or 1 0 24'-4" it DOWEL PLAN l ,COPT. 3rd CAR.GA.RAGE A R C H I T E C T Design Group Inc. 11441 N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.con AA M 0003325 SVBDIV. & IAZ TUSCA NORTH LOT#32 PROJECT# 1703.00 MODEL: 1755" GARAGE SWING: RIGHT PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA 3.7 : 02/11/10 9 : 1/4"=1'-0" S ET �A or 10 co N I l ,COPT. 3rd CAR.GA.RAGE A R C H I T E C T Design Group Inc. 11441 N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.con AA M 0003325 SVBDIV. & IAZ TUSCA NORTH LOT#32 PROJECT# 1703.00 MODEL: 1755" GARAGE SWING: RIGHT PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA 3.7 : 02/11/10 9 : 1/4"=1'-0" S ET �A or 10 SAFE LOAD TABLES FOR GRAVITY, UPLIFT &LATERAL LOADS 8" PRECAST & PRESTRESSED U -LINTELS 8" PRECAST & PRESTRESSED U -LINTELS LINTEL NO. LENGTH GRAVITY GRAVITY COMMENTS LATERAL TYPESU8 LENGTH B -I aF8-OB 8F12 -0B 16-0 0- 4- 26-m 32- aFe-15 W2-15 "-15 8F20- M4-15 W28 -IB OF32-I5 V-10)"(349 PRECAST 23(212 3166 4413 6039 1526 9004 10412 11'936 3166 4413 6039 1526 9004 10412 11'936 3'-6' (42') PRECAST 2302 3138 3311 4689 6001 1319 8630 9941 3166 4413 6039 1526 9004 10412 11936 4'-21' C48') PRECAST 2®29 2325 2496 3461 4438 5410 6384 1358 2646 4413 6039 1526 9004 10412 11936 4'-6' (54') PRECAST 16r�.1 1181 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 9004 10412 9668 5'-4" (64")PRECAST 1184 1223 1301 1809 2311 2826 3336 3846 1665 2889 5051 6096 5400 6424 1450 51-10"(109 PRECAST 912 1000 1059 1414 1889 2304 2121 1 3131 1459 2464 4144 5458 4431 5280 6122 61-61089 PRECAST 93-1 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 8995 6890 1'-6" (SO9PRECAST 161 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 5596 6613 5041 9'-4' (112') PRECAST 513 632 1049 1469 1210 1482 1154 2021 168 1212 1818 2344 3469 4030 3121 10'46Y126') PRECAST 4UP 482 am 1125 SO 1122 1328 1535 658 1025 1514 2081 2114 3130 2404 11'-4' C136'J PRECAST 445 $98 93$ 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-0"(144') PRECAST 414 545 864 1254 1689 2014 1510 1 ISIS 555 864 1254 1693 2211 2832 3590 13'-4' (1609 PRECAST 362 421 126 1026 1331 1635 1224 11418 485 148 1016 1436 1655 2343 2,920 14'-0"(1689 PRECAST 338 381 648 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 14'-8" (116') PRESTRESSED N.R NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2310 2899) 3410 11'-4' (200")PRESTRESSED N.R. 321 NR NR NR NR NR NR 3o 310 530 950 1400 1800 2200 2600 (232') PRESTRESSED N.R.19'-4' NR N NR NR NR NR NR 240 400 750 1090 1400 1120 12030 21'-4' (2569PRESTRESSED N.FZ NR NR NR NR NR NR NR 183 330 610 940 1340 1180 2110 22'-21'(2649 PRESTRESSED NR NR NR NR NR NR NR NR 160 300 510 810 1250 1660 1910 24'-OC288') PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 410 1 120 1030 1350 1610 8" PRECAST & PRESTRESSED U -LINTELS +REDUCE VALUE dT 1576 FOR COMMAE 40 PIELP REDAK 8" PRECAST W/ 2" RECESS DOOR U -LINTELS ...r LINTEL NO. LENGTH UPLIFT GRAVITY COMMENTS LATERAL T�. LENCxTI-1 B -I IZ-It 16 -IT 29)-I 24-I 8 -IT SF -32 -IT SUB aFs 6-2 2-2 16-2 29)-2 -2 2s-2 73-2-2t 2'-10"(34') PRECAST 2121 2818 4101 5332 6569 1x11 9055 2021 2021 2121 2184 3961 $199) 649)1 1639) a801 3'-6' (429 PRECAST 2165 2289 3260 4231 5219 6204 1192 1251 1251 2165 2215 3165 4125 5091 6061 1036 4'-0' (489 PRECAST 1818 1989 2832 3680 4532 5381 6245 938 938 1818 1925 2150 311503 4422 5264 6110 4'-6' (549 PRECAST 1660 1162 2501 3251 4010 4161 5525 121 121 1660 1105 2435 3111 3913 4658 5406 =5'-4' (649 PRECAST 1393• 1484 2110 2141 331$ 4010 4648 505 508 1393 1431 2050 2610 3293 3920 4549 5'-10"(1®') PRECAST 1212+ 1351 1930 2505 3084 3665 4241 418 418 1212 1315 1815 2441 3010 3583 4151 PRECAST 1141+ 1200 1133 2250 2169 3290 3812 1®1 881 1141 11a2 1604 2192 2103 3216 3132 1'-6" C90') PRECAST 959+ 990 912 1029. 1415 1466 1914 1901 2354 23151 2191 2191 3240 3245 591 651 9'-4' (112') PRECAST 89)1+ 612 980 1269 1560 18$2 2144 454 30 801 155 1192 1$50 1910 2211 2634 10'-6"(126') PRECAST 116- 498 193 1021 1261 1496 1131 396 493 116 611 1039 1389 1111 2034 2358 II' -4' (136') PRECAST 666+ 439 696 899 1104 1309 1515 363 556 b66 535 905 1295 1595 1896 2190 12'-0" 0144') PRECAST 601• 400 631 816 1001 1186 1312 3421 494 631 486 610 1209 1514 1199 2086 13'-4'(1(20") PRECAST 500+ 340 532 bah 841 991 1153 302 398 513 409 682 1004 1361 1631 1091 14'-0"(I6$') PRECAST 450+ 316 493 635 118 922 19)65 286 360 548 318 629 922 1254 1561 1816 14'-8' (116'7 PRESTRESSED 243 295 459 591 124 851 990 N.R. 351 243 352 592 052 1156 1491 1142 15'-4' 004') PRESTRESSED 226 218 430 5$3 611 801 925 N.R. 321 228 329 542 191 1012 1381 1616 l29)89F°RESTRESSED 188 236 361 464 561 610 114 N.R. 255 188 216 449 649 814 1121 1389 19'-4' !232'7 PRESTRESSED 165 201 313 401 490 518 661 N.R. 204 165 239 383 550 136 940 1160 Z1'-4' 1256')PREStRE88ED 145 186 216 356 433 512 590 N.R 172 142 212 336 411 635 801 993 22'-O'l2649PRESTRESSED 140 180 268 343 418 493 568 1N.R 161 131 205 322 451 601 111 941 24'-0'(288') PRESTRESSED 121 165 244 312 380 441 1 515 N.R. 135 124 lab 290 408 538 680 833 +REDUCE VALUE dT 1576 FOR COMMAE 40 PIELP REDAK 8" PRECAST W/ 2" RECESS DOOR U -LINTELS ...r LINTEL NO. LENGTH TYFE ELEV. 11,411 4115" GRAVITY COMMENTS Ll LATERAL TYPE LENCsT eF b -IT OW10-IT OW4-1T OWID-IT OW22-1T s1�26-IT OW30-I 6-0 DWWOM OW14- 19-0 OW22- 6- 6W30-051 W-4' OW -6 -la SWIM -I6 M*14-18 81m1B-IB OW22-IS 81 26-113 DW30-8 W-4' (52') PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1821 3412 4982 64412 1941 9416 10816 4'-6' (54') PRECAST 1351 1449 2182 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 9416 10018 5'-8' 168") PRECAST (68') PRECAST 832 1602 1550 2058 2566 3015 3565 105 1153 2162 4014 6417 6516 5814 6839 51-10"(109 PRECAST 135 119 1500 1449 1924 2400 2816 3352 1103 2051 3811 6412 6516 54$0 6411 6'-8' (809PRECAST 6'-8' 901 1611 2933 2516 3223 3812 4522 822 901 1611 2933 4100 6,130 6111 1 6,101 1'-6' (90') PRECAST 830 161 1311 2252 1958 2451 2944 3439 665 164 1311 2329 3609 5492 6624 5132 9'-8' (116'7 PRECAST 311 420 634 1253 loll 1342 1614 1086 535 928 1491 2119 2618 3595 21815 8" PRECAST W/ 2" RECESS DOOR U -LINTELS "KtYUG.t YAW= OT 10'& r'VK LIKAVC qW I-I=W.J "=IMAM j L,- g L- 8 L-10 25 -SH 25 -SH EGRESS EGRESS 25 -SH ELEV. "All k "5' 26 -SH ELEV. ILII 1. IIDII L- 5 CAST -CRETE LINTEL SCHEDULE V-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "5" 9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" MATERIALS I. f'e precast Iintele ■ 3500 pal. 2. f'c prestressed Ifrltels - 6000 psi. 3. r'c grout ■ 3000 psi w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM 0130 w/ minimum net area compressive strength a 1900 pal. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 OR40 or GR60. 6. Prestressing strand per ASTM A416 grade la 210 low rexation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM 0210 type M or S. LINTEL NO. LENGTH TYFE ELEV. 11,411 4115" UPLIFT COMMENTS Ll LATERAL TYPE I-ENCaTH eF b -IT OW10-IT OW4-1T OWID-IT OW22-1T s1�26-IT OW30-I 8RU 16 a•.. y + -27 OW10-2 OW14-2T DTaP!* -2T NW22-2T s1�26- 80-2 W-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 81=1(o -05/1T 932 1244 1519 2339 3110 4008 4850 5696 932 4'-6" C54') PRECAST 1192 1$01 2311 3121 3931 4156 5511 953 853 1192 1 1455 2240 3036 3831 4643 5453 5'-8' (68') PRECAST 924+ 1112 1195 2423 3055 3689 4325 501 501 =4 1132 1141 2351 2918 3603 4230 5'-10" (10') PRECAST 896+ 1138 1142 2352 2965 3581 4198 8F12-15AT 469 896 1099 1690 2289 2891 3491 4106 896 L 11 6'-8' (OW)PRECAST 118 882 1513 2042 2513 .3107 3642 L 13 1100 1 118 956 1468 1981 2509 3035 3563 830 1'-6" (90') PRECAST 688 688 691 849 1325 1302 1810 1162 2280 2225 2153 2690 1 3221 3151 110 941 9 -8" , 1116) PRECAST 533+ 433 808 1123 1413 1 1104 1995 614 533 1 521 1009 1369 1128 1 2088 2450 516 "KtYUG.t YAW= OT 10'& r'VK LIKAVC qW I-I=W.J "=IMAM j L,- g L- 8 L-10 25 -SH 25 -SH EGRESS EGRESS 25 -SH ELEV. "All k "5' 26 -SH ELEV. ILII 1. IIDII L- 5 CAST -CRETE LINTEL SCHEDULE V-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "5" 9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" MATERIALS I. f'e precast Iintele ■ 3500 pal. 2. f'c prestressed Ifrltels - 6000 psi. 3. r'c grout ■ 3000 psi w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM 0130 w/ minimum net area compressive strength a 1900 pal. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 OR40 or GR60. 6. Prestressing strand per ASTM A416 grade la 210 low rexation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM 0210 type M or S. OfRF22-05/1T OF24-05/17 5F28 -15/1T AST- RETE9 LINTEL SCHEDULE LINTEL NO. LENGTH TYFE ELEV. 11,411 4115" TYi=E ELEV. G 4 D COMMENTS Ll 4'-6" ' ' a•.. y + a•.. y + 4'-6" 8F24-05/iT SF16-05AT L 3 4'-6" 8F24 -05/1T 8F16-05AT 401 81=1(o -05/1T af=lb-15AT OfRF22-05/1T OF24-05/17 5F28 -15/1T AST- RETE9 LINTEL SCHEDULE LINTEL NO. LENGTH TYFE ELEV. 11,411 4115" TYi=E ELEV. G 4 D COMMENTS Ll 4'-6" 8F24-05AT 8F16-05AT L 2 4'-6" 8F24-05/iT SF16-05AT L 3 4'-6" 8F24 -05/1T 8F16-05AT L 4 4'-6" 810F22 -05/1T OF5-05AT L 5 1-1'-4" 8=28-15/1T 8F36 -15/1T L 5A V-4' 8F28-1B/1T SF36-15AT L 6 4'-6" BF24-05AT 81=16-05/1T L• I 4'-6" SF24-05AT &F16-05AT L S 4'-6" 8F24-05AT BF16-05AT L 9 4'-6" SF24-05AT 8F16-05AT L 10 9'-4' 8F12-15AT BF16-15AT L 11 10140" OF12-15AT 8FI6-115AT L 12 1140' SF24-15/17 8F16-05AT L 13 6'-6" SF24-15AT SFI6-05AT L 14 6'-6" 8F24 -15/1T SF16-05AT L 15 1'-6" 8F24 -15/1T 8F16-05AT OPT. (6068 SGD BDRM. 2 _ � I LAUN. L -J r' - 8'-8" CLG. I L --J 770 I 0 38D. CAR GAR. 8 -8 CLG. 2 - CAR GAR. 15'_011 X -11-011 O -I-4- --------------------- kic - - - - - - - - - - - - - - - - - - - - ®PT. 3]r CAR GARAGE 8'-8" BEARING HEIGHT THROUGH ell 117 ELEVATION "A" A 9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" 45 RE13AR At TOP SAFE LOAD TABLE NOTESMIN. (1) REQ'D GENERAL NOTES - 1-1/2' CLEAR I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled T`rf=E DESIGNATION ~ 1. Provide full mortar head and bed joints. lintels must be reduced by 20% if bearing length is less than 6-1/2 ;.y 2. Shore filled lintels as required. Safe loads for all recessed lintels based on 8' nominal bearing. F • FILLED WITH GROUT / U - UNFILLED 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R = Not Rated. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified. QUANTITY OF 03 REBAR AT BOTTOM OF LINTEL CAVITY . vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. 'a EE ' GROUT 5. All lintels meet or exceed L/360 vertical deflection, except lintels 11'-4' and 5. Additional lateral load capacity can be obtained by the designer by providing F F�n O , longer with a nominal height of 8' meet or exceed L/180. addlonal reinforced masonry above the precast lintel. 1 _ 1/1 - x 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 6. One *'1 rebar me be substituted for two «5 rebars in 8' lintels only."5 REBAR AT BOTTOM 1. 1/32' diameter wire stirrups are welded to the bottom steel for mechinical anchorage. yI - • • OF LINTEL CAVITY g f the safe load tables b L h the designer may evaluate concentrated loads from I. g y y S. Cast -tri -place concrete may be provided in composite lintel In lieu of concrete masonry units. calculating the maximum reel8ting moment and shear at d -away from the face of support. NOMINAL WIDTH -J QUANTITY OF '"3 BOTTOM REINFORCING 9. Safe load ratings based on rational design analysis per AGI 318 and AGI 530 8. For composite lintel heights not shown, use esfa load from next lower height. NOMINAL HEIGHT REBAR AT TOP 1-5�' PROvIDED iN LINTEL 9. All safe loads in units of pounds per linear root. 8' NOMINAL WIDTH (VARIES) A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVHDIV. & LOT: TUSCA NORTH LOT#32 PROJECT# 1703.00 MODEL: „1755„ GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT: DA 02/11/10 SC :1/4"=1'-0" SHEET OF I LAUN. r — — -i 8'-8" CLG. I 0 I O I -F BDRM. 2 L—g L-10 / 25-5H 77 EGRESS LANAI �q I I L-11 O`q I OPT. I (L� I L-15 77 L-12 6068 S.G.D. L-----J------- 3RD. CAR GAR. I V-8" CLG. I I 2 -CAR GAR. V-8" 1 I � I L— 5 8'-0" x 1'-0" O.H. PT. 3rd CARGARAGE 0 V-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4"5" V-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" UJB i UJB P;Vlo' CONCIRETE FRODUCT50 INC. P.O. BOX 21S ZELLWOOD, FL 32198 (401) 886-2511 1-800-654-5139 FAX 401-886-0-M5 LINTEL NO. LENGTH TrPE ELEV. "All 441511 TYPE ELEV. "C" 411ID11 COMMENTS L-1 41-6" 8/24-5-lUU/0L 5/16-8-11J/0L Pr.uK L-2 4'-6" 8/24-5-1U/0L 8/16-8-11J/0L 6'-4' L-3 4'-6" 8/24-8-1U/0L 8/16-5-IU/01- /16-5-1U/0LL-4 III L-4 4'-6" 8/22-8-1U/0L 8/8-8-1U/0L RECESSED L-5 n'-4" 8/28 -5 -ILIAL 8/36-5-11JAL 0-0' L -5A V-4" 8/28-5-11JAL 8/36-6-1U/1L 99D L-6 4'-6" 8/24-8-1U/0L 8/16 -5 -1U/01 - Proust L -1 41-6" 8/24-6-1U/0L 8/16-6-1U/0L 121-01 L-8 4'-6" 8/24-5-IU/OL 8/16-5-11J/0L 341 L -g 4'-6" 8/24-5-1U/0L 8/16 -5 -1U/01 - Proust L -10 V-4" 8/12-6-1U/IL 8/16 -5 -1U/11 - 10 L -I1 10140' 8/12-5-1U/1L 8/16-S-1U/1L 216 L-12 -1'-6" 8/24-5-1U/1L 8/16-5-1U/0L 1 oom 1 L-13 6'-6" 8/24-8-1U/1L 8/16 -5 -1U/01 - 221 L -14 61-6' 8/24-5-1U/1L 8/16 -6 -1U/01 - 10000 L -15 7'-6" 8/24-5-1U/1L 8/16-8-1U/0L OPT. (0068 8130 U d) LCl GREAT ROOM a' -all CLCD. DINING ROOM V-8' GLG. r e o oI KITCHEN O L_� NOOK 8'-S" CLG. 25 -SH ELEV "A11 ! 11511 26 -SH ELEV. 1169 r 1111 L— 2 OWNERS SUITE 6-8" CLG. L— 8 25 -SH EGRESS 0 o °- I CD ° 0 0. BATH 6-8" CLG. ct jr— BDRM. 3 V - a" CL -G. �pW L-7 N LU I[X N >_u BDRM. 2 1 LAUN. — — i V-5" CLG. FOYER I 1 1 777 II L— 4 ENTRI'� I L_____J 2 -CAR GAR. 81-811 CLG. 4ry 1Q ' I 161-011 x 11-011 O.H. v'1 L-3 ---------- --------- L— 5 WEKIWA LINTEL SCHEDULE 8'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" V-4" BEARING HEIGHT THROUGH OUT ELEVATION '1 4 "D" 899 LINTEL UPLIFT Bili-*, j-alt[[-LYa:aP�BI•: �'%II:a ��[-7vF 3-aPB<JrL4-alrf BI !ir-II-a:�Bt-!rYII•a13 ® ®�� B!'LY!_tttttrr vt+�_ 7 4•�il +-�S- 7,-1_ Wil_ J �o"i•.CY4__ S1•_f r,� �Ji �l_L %J_r J_ -:' 1 _r1[�B!-1rt_BR `31I11•_]L!- cif }B�_ L 1�8�- ik'1• _1...31•_1�.19_�L1f�isS:J,� '—tx1�t]1)� �8YI1iiYii_f_.:31•i:f9rS�i TJBiF-.r)•�Sfl_il�t>_rl ��B_I_�_F �1•B_rkY�i1 :moi '�i_2Y�81tYLr� _C':3__L-eret•i}F�_S."i:�Bt]r�1��.YS�_ i=1_ ��il!_C*Y��4f..>•�'rifa�il F�irY1�!- .�� 1�999Q i!-�_IrYa_ T • �9!'F JII-�i1 ] lam! t1tBt•i ]r' ErS__LrJ8221B8lr1'�ir ]��• Y'1_31lleiL1S'� 9999CS'9I•_ 5�9999Lt�s_L1:��E_::_9993Mkt->•i'�Yy_ ���� �9tiY�E f__Y�k7__17i�_ 'J!•i'! SES MEN _d9_ i-_. t� _ e � ti _ _ISa __rtl_ 9!'r kr>• i]3L� ��_]Y>•S-%f_-__1L']_Bi'r.=�BBIB!'LS-�l•i3-ce' ®®!� ..:cif t.)•_..Iri_FYt�_i%-.��t.f_B!'YL-"� �1'iLY�i'�,51•iil_B�kt�Bt;-ti__ a�_rYL_ IYWrWIrEtitl_iF�._B�IY!'iE�C-�B>•B_Yr��idF "�BiCY�E� ivt_iyr �i rr,�erT.-.,�e�.��_s•. -�_Ilr-� " .� ' t9k_ir(�_ rr.�e_k]":>•_r�•�_I I�_iru■� e■�I_iry81•elt'��F�i 7f1_ee'Sl1•BiC'��Z_ yai[=:!_fYl__Y!-1.__'-1_iYlr� ��_'ri_ilk�Bi'i-Fl•B� __tYf'�_- .�Bt'LY;• irrr" EE'f71_2=1F�i : %mil: -moi} :�_If:�_rILY� fymmino7 2'40' Proust 1 1420 3'-6' Proust 3704 4'-6' Ptru.t 2242 4'•6' Pr.uK 132 4.0' Prompt 696 6'-4' Pr.0\t WA B'-10' R L III 11.11 Proust 614 1'4' Proust e92 1'-6' Proust 610 0-0' Proust 629 6-4' Precut 99D 9'-4' Proust 906 10-61 Proust 430 II' -4' Preco.t 3M 121-01 Pnw.t me 12'-6' M st 341 13'-4' Precast 314 14'-0' Proust 296 14.6' Proust 2111 10 Prec".t 262 11'-4" Proust 216 NA-"Recetmer4w 1233 LINTEL GRAVITY 8" LATERAL TABLE LINTEL —I gip+ 8" 1INTFL GRAVITY LINTEL SAFE LATERAL LOADS (PLF) 12" SAFE GRAVITY LOADS (PLF) ■LIF 6' A LINTEL TOTALTYPE SAFE UPLIFT LOADS S 8/8-8-o 8/12 -5 -OL 8/16-6-0 8/2®-5-0 844 -5 -OL 5-5-0 W32 -b-OL LEN61T V-10' TO 6'-0" 3'-10" To 0'-0' 2 A4 NONE PLAIN 8/S -6 -IL e/12 -6 -IL 8/16 -6 -IL S/10 -6 -IL S/24 -6 -IL S/28 -S -IL 8/32-6-1L 2'-10' PRECAST 602, 8491 5 FYrlu.t -1tA loom 3'.6' PRECAST 2603 4091 4091 9339 l0000 100" 10000 10000 10000 M0o00 "" 10000 l0000 10®00 1000® dNtA N, 2921 6133 9518 10000 10000 wo" IOoOm 4'-0' PRECAST 1821 292 9863 I loom 10 10000 2214 9016 , 92 0000 1 oom 1 10000 4'-6' PI�CABT 1398 221 9412 I i'Si_ �f"!1• ems'' i'�51• ilii 10000 Ivoov 4'-8' F'I�CABT Iz96 2111 21n 4660 6986 wow I 100" 1 I 0000 10000 �^•� ■< �--�>, mss.. 1689 3409 3 6239 668 90,9 I D'-4' I°IQEGASt 10®6 Ib 6431 1 100" ®�'• 109me 8'-l0' PRECAST 1469 , SRI i�' to I I 0000 848 146, 3001 3111 8888 I 1o00o 19NNW 1292 2440 3934 6260 8689 10000 10000 PRECAST ,� 1232 2440 3934 62 50 10000 10000 10000 1-6' PRECAST 2142 ' 5621510 I 1 1918 434 6469 10000 9'-8' F'IECA6T 544 1 9 '1 Z 4131 6mly W45 45 1 I 1,24 195 V-0' PRECAST 611 , , 8'-4' PRECAST 482 864 I I Z a 651113 I oom logey 141 1A 1991 2,65 31 5124 061 9'-4' PRECAST 411 141 136 199 2168 31 9124 1061 b36 1 1649 2231 2162 3883 5011114 IV -61 PRECAST 349 636 1 1649 31 2962 5094 514 1028 I 1964 966 33 4239 11'-4' F'IECAST 316 514 102111, 1469 1964 2946 3305 39 533 Sao 1343 1989 2316 2951 3134 Nt'-0" PRECAST 292 533 95o 1343 1,89 2316 2961 3134 5o 896 164 1616 2161 2,30 3426 12'-i' PRECAST 211 040 898 264 1616 2151 21 342 13'-4' PRECAST 265 464 2 91 2425 3010 436 165 1013 1406 1186 1 2225 ' 14'-0' PRECAST 239 436 9 1013 Z 14'-8' F RESTR IEWED NA NJR, NjQ_ NA Kilt NRNA 480 1111 1234 1421 till 2um 26*2 16'-4' PRESTRESSED NR K K N.R. 454 965 1160 1331 1660 2032 2469 Kp NR NR NX N.R. 1T-4' PRESTRESSED NRNJk 662 102 111119,9 11 1 I 1 INIX K K NR 19'-4' P'RESTMURP NR 999 561 9 1111 14 1616 FL K NR N.R. 20'-0 PRESTIESBED NO 32 543 BCt 11 1122 13 1590 KR 21'-4' PREBTRffiSSED NR 146 84O 4 1224 1441 n' RK '� NA 2Z' -o' PRlEBTREBBED NR 261 I 111 806 961 1111 1396 24'-0" FM6TRE88ED NR 703 1 431 me - Not P100 T.r1000 NR - Not Remm"md" 8r" RECESS DOOR HEADER LATERAL TABLE fEr-M DOOR HEADER SAFE LATERAL LOADS (PLF) 12" LINTEL ■LIF 6' A LINTEL FnuK SAFE UPLIFT LOADS L�or. N 7fT=��� I et V-10' TO 6'-0" 3'-10" To 0'-0' 2 A4 NONE _2 r Pra"rN IN r 4-9' FFrN4t 48 1248 5 FYrlu.t -1tA N 9'1 TO 14'-0' 9'1^ m IT -4' 95 223 ,'•8' N 280 HO ENF 7_17= Proust 190 49D dNtA N, ('OPTIONAL? "'EARS - SEE SCHEOULE FMAIN OR SOLID LINTEL TTo 1"* '� 'A' BARS (MAIN 1EIN -) ^�� � ''� RENFJ 2 T11B' PRESTRESSED p5 9EFERTO LINTEL SECTION FOR REINFORfEMENf LWIONS SEE SCHEDULE N .r-7e■rr .>•�sr�i-'T�srei:.57�^->• �-^� ®t^' eef'Sl• _'Te_ i'Si_ �f"!1• ems'' i'�51• ilii ®ein�■e eta �� irz>•..r. -s>• �� �r�'�>• ee["'� _T^_ iTT� i-' _ _ _FFFI• I_'_''T_ �"'� T. �^•� ■< �--�>, mss.. ®�'• �1• � illi �_ tS1� �"'� �'_ �G_ eil'T' �>• �� �� _i f 7� ems' S� ©e•�r�__r-�r��� ' �.^.>laeef-T>•_"_'�iT7EK'S'm i�' to NOW NR - Not Remm"md" 8r" RECESS DOOR HEADER LATERAL TABLE fEr-M DOOR HEADER SAFE LATERAL LOADS (PLF) T� Icy B �6ED 6' A 9'fi" FnuK 390 IT@ :tit:tt. <: •; ................:• t;•;i::•iiiii:>:•ti:: n>:R ;;;•;:•::•i::a:•i:•:: i::•i ai:;:ti: H•ikiiii:4:•iii:"A"REINFORCEMENTi;ii3:•i::•iii:•:•'B"REINFORCEMENT:!?:•!i:•i:. �i:5:3.INCH:••iii'r:i4;5 i:4i??i121NCTOP i TOT7`__ NONE N TOP LEgGp�BARS. � ,r'� TO 41-10• L T' I et V-10' TO 6'-0" 3'-10" To 0'-0' 2 A4 NONE _2 r Pra"rN IN r 4-9' FFrN4t 48 1248 5 FYrlu.t -1tA N 9'1 TO 14'-0' 9'1^ m IT -4' 95 223 ,'•8' N 280 HO 9'-0' Proust 190 49D 12" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR HEADER SAFE LATERAL LOADS _ (FLP) TLrrolh ToP'rG'p eR 7' ACCEMM 12" LATERAL TABLE LINTEL LINTEL REINFORCEMENT SCHEDULE 1)06coNTIN70U8 I CONG FILL fCONC�TE PLACED IN FIELD) 3�pp0�pp pPgB ��� PCED :tit:tt. <: •; ................:• t;•;i::•iiiii:>:•ti:: n>:R ;;;•;:•::•i::a:•i:•:: i::•i ai:;:ti: H•ikiiii:4:•iii:"A"REINFORCEMENTi;ii3:•i::•iii:•:•'B"REINFORCEMENT:!?:•!i:•i:. �i:5:3.INCH:••iii'r:i4;5 i:4i??i121NCTOP i TOT7`__ NONE ��' TOP LEgGp�BARS. � ,r'� TO 41-10• L T' I fCONC1E °LA IN FIELD) V-10' TO 6'-0" 3'-10" To 0'-0' 2 A4 NONE _2 r r LEG Ur T'© 14'-0' LENI 7'4" TO 9'1' 7'4' TD B1" 225 NONE 1/32' STIRUPS R 0 4'-0' C/C ^ 1/32' STIRRUPS m 4'-0' C/C -1tA ) 45 CONTINUOUS 9'1 TO 14'-0' 9'1^ m IT -4' 95 223 . '-� �:I.. ) 05 CONTINUOUS NOMINAL WIDTI4A4EIGHT OF LINTEL _m ((I OPTIONAL) 14'W -e 711P PRESTRBSED 203 dNtA N, ('OPTIONAL? "'EARS - SEE SCHEOULE FMAIN OR SOLID LINTEL TTo 1"* '� 'A' BARS (MAIN 1EIN -) ^�� � ''� RENFJ 2 T11B' PRESTRESSED p5 9EFERTO LINTEL SECTION FOR REINFORfEMENf LWIONS SEE SCHEDULE N 3 (1115 GONT9VUL7U9 o��8®®X1pp688" I44NOOC�K,OUTT� BLOCK CONGItET� PLAC.�"D M FIELD) (1) 45 CONTINUOU6 (OPTIONAL) c0 1/32' STIPMPB AT 41-0' ea r iN "AH W.+ DULm IEINPJ TYPICAL COMPOSITE LINTEL SECTION " " �� oR LOWS LINTEL CAVITY IONAL 05 IBARS IN UPPER TYPICAL LINTEL 12 X8 SECTION A R C H I T E C T S DesoinGroun�. I 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU39113DIV. & ]LOT: TUS C A NORTH LOT#32 PROJECT# 1"703.00 MODEL: 771755" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (WEKIWA) 3 'B' DARE - SESCHEDULE 4• STIRRUPS 41-01 I I 1/32' STIRRAT 4'-0' GG ��I� IK �11 M 18 TYPICAL LINTEL 8"X8" SECTION TYPICAL LINTEL 8"x8" RECESSED SECTION t6T g�BTIONNALL TOP LEG glv� LECs4W" 0� LENCstNB 1/32' STIRUPS R 0 4'-0' C/C TYPE DESIGNATION IONAL A' BARE (MAIN REINPJ NOMINAL WIDTI4A4EIGHT OF LINTEL _m SEE 80-15DULE "'EARS - SEE SCHEOULE FMAIN OR SOLID LINTEL TYPICAL COMPOSITE LINTEL SECTION " " �� oR LOWS LINTEL CAVITY IONAL 05 IBARS IN UPPER TYPICAL LINTEL 12 X8 SECTION A R C H I T E C T S DesoinGroun�. I 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU39113DIV. & ]LOT: TUS C A NORTH LOT#32 PROJECT# 1"703.00 MODEL: 771755" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (WEKIWA) BDRM•#2 I I � �TT�T L --J LAUN• --1 a' -a' CLG, I I L --J 'O p -----i L -----U 2 -CAR GAR. L -5A L- 6 8'-0' X 1'-0' O.H. 16'-0' X 7'-0' O.W. ----�••�-- --------- l J 1 OaPT. 3E dTHCAROUGH RU7 GARAGE ELEVATION 'A' 4 15, EIEARING HEIGHT THROUGH OUT ELEVATION 'C' 4 'P' CONCRETE LINTEL PROPERTIES AND SPECIFICATIONS: PRODUCT DESCRIPTION: A steel reinforced concrete beam designed to be placed above an opening in a masonry wall. The primary element is a steel reinforced high strength precast concrete beam with a U-shaped cross- section, which can be grout filled (poured) or remain empty. Masonry units may be placed on top of this primary beam element and poured with grout to form a deeper section for additional load capacity (steel reinforcement may also be added). MATERIAL SPECIFICATIONS: 1. Precast, non -prestressed lintel far 8" and 12" CMU construction: 3,500 psi (f'c) 2. Precast, prestressed lintel for 8" CMU construction: 6,000 psi (Fc)' 3, Grout compressive strength 3,000 psi (Fg) per ASTM C476 with maximum aggregate size of 3/8" and a slump range from 8" to 11". 4. Concrete masonry units shall conform to ASTM C90 with a minimum 1,900 psi net area compressive strength. S. Steel reinforcement in precast lintel: ASTM A615, Grade 60. 6, Prestressing strand in precast lintel: ASTM A416, Grade 270, low relaxation. 7. Steel reinforcement added in the field: ASTM A615, Grade 40 or 60. 8. Mortar: ASTM C270. Tvne 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 51/z" long notches at each lintel end. 6. Allowable load ratings (tabular values) conform to ACT 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 farm the composite beam. 9. Lintels with a nominal height of 8" and longer than 17' 0" meet or exceed L/180 deflection ratio. All other lintels meet or exceed L/360 deflection ratio. 10. When allowable load capacity of a precast unfilled lintel is exceeded by the 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: 25-6H ELEV. 'A' 4 '8' 26 -SH ELEV. 'G' 4 'I7' L-5 PRO -CRETE LINTEL SCHEDULE W-8" SEARING HEIGHT THROUGH OUT ELEVATION 'A' 4 '6' V-4' 5EARING HEIGHT THROWN OUT ELEVATION 'C' 4 'p' Applied vertical load + Agplied horizontal load :S 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 ACT 530 and ACI 318. 4. Load ratings are expressed as uniformly applied in pounds per. linear foot, 5. Composite beam loads assume matching top and bottom field -placed steel reinforcing. 6. Load ratings are net capacity (beam dead load subtracted or added as appropriate). 7. Uplift ratings assume placement of 1 #5 vertical reinforcing bar in each beam end continuous to within 2" of the top of beam with hooks into filled cells, 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 uniformly distributed load. 10. Tabular values assume a 61/2" 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°x. Nominal Width Dimension (inches) P-8X20-1G/2U 1 Field Placed #5 Sar(s) Reinforcement (U = Uplift or G = Gravity) Nominal Depth Dimension (inches) P = Poured Grout; E- Precast Only (Empty) For Door I leaders, depth shall be designated by a 2" reduction in nominal depth and the letters RDH' will be added after the nominal width. Lintel Product Description Nomenclature PRO -CRETE LINTEL SCHEDULE LINTEL NO. LENGTH ELEV.I=E 4'E3'ELEV.T E 1'€�' COMMENTS LI 4'-6' P-8X04-CGAU P-8X16-0G/IU L2 4'-6' P-8X14-01311/IU 10-8X16-OGAU L3 4'-6' P-8X24-0Ca/IU P-8X16-0Cs/IU L4 4'-6' P-8X22-R0H-0G/IU 10-8XB-OWU Lb 13'-4' P-8X28-IG/IU 10-8X36-1GAU L 5A 9'-4- P-8X28-IGAU P-8X36-IG/IU L 6 4'-6' P-BX24-0GAU P-BXI6-0GAU L i 4'-6' P-8X74-0GAU P-8X16-0GAU L 8 4'-6' 10-8X24-OG/IU P-8X16-0G/IU L 9 4'-6' P-8X24-OGAU P-8X16-01511/IU L 10 V-4" P-8X74-IGAU P-BXI(P-IGAU L 11 10'-6' P-8X24-WU P-BXI6-IG/IU L 12 7140' P-8)04-IGAU P-846-IG/IU L 13 6'-6' P-8X24-IGAU P-8X16-IG/IU L 14 6'-6" P-8X04-IGAU P-8X16-IG/IU L 15 l'-6" 1P-6>24-14/IU l--8X16-IG/IU OPT. 6066 8 CONCRETE LINTEL PROPERTIES AND SPECIFICATIONS: PRODUCT DESCRIPTION: A steel reinforced concrete beam designed to be placed above an opening in a masonry wall. The primary element is a steel reinforced high strength precast concrete beam with a U-shaped cross- section, which can be grout filled (poured) or remain empty. Masonry units may be placed on top of this primary beam element and poured with grout to form a deeper section for additional load capacity (steel reinforcement may also be added). MATERIAL SPECIFICATIONS: 1. Precast, non -prestressed lintel far 8" and 12" CMU construction: 3,500 psi (f'c) 2. Precast, prestressed lintel for 8" CMU construction: 6,000 psi (Fc)' 3, Grout compressive strength 3,000 psi (Fg) per ASTM C476 with maximum aggregate size of 3/8" and a slump range from 8" to 11". 4. Concrete masonry units shall conform to ASTM C90 with a minimum 1,900 psi net area compressive strength. S. Steel reinforcement in precast lintel: ASTM A615, Grade 60. 6, Prestressing strand in precast lintel: ASTM A416, Grade 270, low relaxation. 7. Steel reinforcement added in the field: ASTM A615, Grade 40 or 60. 8. Mortar: ASTM C270. Tvne 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 51/z" long notches at each lintel end. 6. Allowable load ratings (tabular values) conform to ACT 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 farm the composite beam. 9. Lintels with a nominal height of 8" and longer than 17' 0" meet or exceed L/180 deflection ratio. All other lintels meet or exceed L/360 deflection ratio. 10. When allowable load capacity of a precast unfilled lintel is exceeded by the 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: 25-6H ELEV. 'A' 4 '8' 26 -SH ELEV. 'G' 4 'I7' L-5 PRO -CRETE LINTEL SCHEDULE W-8" SEARING HEIGHT THROUGH OUT ELEVATION 'A' 4 '6' V-4' 5EARING HEIGHT THROWN OUT ELEVATION 'C' 4 'p' Applied vertical load + Agplied horizontal load :S 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 ACT 530 and ACI 318. 4. Load ratings are expressed as uniformly applied in pounds per. linear foot, 5. Composite beam loads assume matching top and bottom field -placed steel reinforcing. 6. Load ratings are net capacity (beam dead load subtracted or added as appropriate). 7. Uplift ratings assume placement of 1 #5 vertical reinforcing bar in each beam end continuous to within 2" of the top of beam with hooks into filled cells, 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 uniformly distributed load. 10. Tabular values assume a 61/2" 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°x. Nominal Width Dimension (inches) P-8X20-1G/2U 1 Field Placed #5 Sar(s) Reinforcement (U = Uplift or G = Gravity) Nominal Depth Dimension (inches) P = Poured Grout; E- Precast Only (Empty) For Door I leaders, depth shall be designated by a 2" reduction in nominal depth and the letters RDH' will be added after the nominal width. Lintel Product Description Nomenclature W€dth SAMPLE SELECTION FROM ALLOWABLE LOAD TABLES: �1 Product Description: P -8X20 -0/2A and required length: 5' 10" Width and Depth actual dimensions 3/8" (Maximum allowabie span for lintel is length minus 13") less than expressed (nominal) dimensions. Allowable Gravity Load (per foot); 3,238.# Allowable Lateral Load (per foot): 1,285# Allowable Uplift Load (per foot): 3,810# INCH LINT L GRAVITY (44") PRECAST Field placed masonry units I . , Field Uplift Reinforcement ("U") P -8X24 -OG Field -Poured grout r• IN P- -1G P 8X12 -1G P BX16-IG P -8X20 -IG P -8X24 -IG T-10" (34") PRECAST ' y Feld placed masonry units 7,319 Field -Poured grout . - Feld placed Gravity Reinforcement ("G") S Precast Section (reinforced 0 per typical specifications) W€dth SAMPLE SELECTION FROM ALLOWABLE LOAD TABLES: �1 Product Description: P -8X20 -0/2A and required length: 5' 10" Width and Depth actual dimensions 3/8" (Maximum allowabie span for lintel is length minus 13") less than expressed (nominal) dimensions. Allowable Gravity Load (per foot); 3,238.# Allowable Lateral Load (per foot): 1,285# Allowable Uplift Load (per foot): 3,810# INCH LINT L GRAVITY 1i (44") PRECAST E -8X8 8XB-0G P -8X12 -OG P-BXI6-OG P -8X20 -OG P -8X24 -OG LEIVGTM TYPE P- -1G P 8X12 -1G P BX16-IG P -8X20 -IG P -8X24 -IG T-10" (34") PRECAST 2,887 3,89 7,319 9,772 12,224 14,677 4,219 7,552 10,005 12,457 14,910 Y-6" (42") ECAST2, 80 1,947 351 5,792 7,129 8,167 2,175 4 6,983 8,721 10,438 4'-0" (48") PR CAST 1,71 1,136 3 O5 3,976 4,895 5,813 1,187 1, 5, 220 7,114 8,515 4'-6" (54") PRE T 1,460 465 2,192 898 3 567 4,236 2,349 4 4 5.660 7,188 5' 4" (64") PRECA 1,1661 432 191 2 61 3985 5 350 1226 2 749 5 479 -10"(70") PRECAST PRECAST 1,0401061 %X22 747 2 028 3 238 4448 1092 2143 33534563 2,525 6'-6" (78") PRECAST 907 4,845 982 1275 12,141 3 666 72O 1 D1D 1582 2 676 3 770 1i INCI'J RECESS LINTEL I LATERAL ..r�.. I 15 -8X6 -RDH I P -8X6 -RDH I ADDED #5's T-8" (44") PRECAST 1,989 1,989 4,771 UPLIFT (4811) PRECAST 1,761 LATERAL 3,743 8 INCH LINTEL, 1,581 1,581 3,014 4'-6" (54") PRECAST 1,504 1,504 2,727 5'-8" (68") PRECAST 1,121 1,121 E 8X8 P-Bx8-lU P 8X12- U P -8X16 -1U P -8X20 -1U P -8X2 lU P -8X28 -IUP -8X32 -1U E8X8 P 8XB ADDED #5's LENGTHTYPE 1,411 P 8X8-2UP 8X12-2 P 8X16 -2U P-8X20-2UP-8X24 P -8X28 -2U P -8X32 -2U 2'-10" (34") PRECAST 920 4 074 8,203 11,335 14,294 17,253 \20,212 23,171 3,487 3,487 10,396 3,533 4 074 8,203 1335 14,294 17,253 212 23,171 432 NL?____ 370 616 912 NSA____ 3' 6" (42") PRECAST N /A 1944 4,645 747 10,059 12,141 14 3 16,305 2,525 2,525 5,451 2,571 1,944 4,845 47 10 059 12,141 14 16,305 19'-4" I (232' ) PRESTRESSED N/A N A �------------- 231 NA ---.._______-- 457 4'-0" (48") PRECAST NA 1,968 1 256 3,404 5,V7 8150 9,943 11 64 13,353 2,092 2,092 3,743 2,138 1 256 3,404 5.7t 8.150 9,943 11.W ,13,3S3 701 -N/A______ 1009 ---/ .... 1348 ---- 1,653 1,771 22'-0" 4'-6" (54") PRECAST N/A 168 1 079 2,410 4,416, 6,427 8,425 9,871 1 315 1,542 1,642 2,727 1,832 1 079 2,44 10 4-419 6 427 8 426 9 671 1 15 632 22`-0" (264") PRESTRESSED N/A _ - 140 - " (fi4") PRECAST 1,481 899 1,368 3 009 4,671 6 056 7,109 125 181 256 344 431 501 .____11--______ 1,092 24'-0" 899 1,4E5 3 009 128 34 7,996 Al763 9 37. 608 762 684 0" P6"--16 (70") PRECAST 8' -6" I (102") 808 1,232 2 332 3 810 4 89 5,739 6 56 1,285 1,285 1,411 1,330 BOB 1,308 2,332 3,810 5 87 6,764 5,244 2 749 9'-11 (112") PRECAST 582 _____ __ ».»,_ 468 . _-------•____________ 655 " (78") PRECAST 1,027 734 1115 k 1491 i 3038 3,808 4470 5.131 -454 1,127 1,127 I 11085 2 fl46 (126") PRECAST 506 134 1,221 1.604 3,038 4,376 5,715 2103 _ 624 INCI'J RECESS LINTEL I LATERAL ..r�.. I 15 -8X6 -RDH I P -8X6 -RDH I ADDED #5's T-8" (44") PRECAST 1,989 1,989 4,771 4'-0" (4811) PRECAST 1,761 1,761 3,743 4'4" (52") 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 5'••10." (70") PRECAST 1,081 1,081 1,411 6-8" (80") PRECAST 920 920 1,021 T -0" (84") PRECAST 868 868 909 7'-6" (90") PRECAST 801 801 773 919 (116") PRECAST 598 598 432 LATERAL GRAVITY _ 8 INCH LINTEL >7 8X8 P"8X8-OG P -8X12 -DG P -8X16 -OG P -8X20 -OG P -8X24 -OG P -8X28 -OG P-BX32-OG LENGTH E -8X8 _____________ P -8X8 -1G ._______----__ P-SX12-iG -________-__- P -8X16 -1G ._____________._.________-__ P -8X20 -1G P -8X24 -1G ._______--_--- P -8X28 -1G ,_____________ P-8X32-iG LENGTH TYPE N/A N/A 219 N/A N/A .242 �32-... 524 682 848 988 11142 14'-8" (176") N/A N/A NLA _ __ 396 _ 672 -- _---NLA---- ----- LSA---- 14 -8 „ �, (176) PRESTRESSED PREST N A / """- 399---- -----N•LA_--------- 772 .........NJA 1,327 --------- 1,992 --_- 2,644 3,233 3,478 919 1,066 15'-4" (184") NLA.......... N�A NL?____ 370 616 912 NSA____ 15'-4"184" ( ) PRESTRESSED N /A ____ 365 .......... 701 1,285 _.__-N1A.___,____NLA___., 1,835 2 436 ____!SLA--__ 2,980 -_-_ 3,205 17'-4" (208") PRESTRESSED N/A •._._NLA_..__ 286 286 ____ N/A---- 562 ----- /A__ 1,025 .____NL?! 1,466 1,951 NA --------- 2,389 NA 2,565 19'-4" I (232' ) PRESTRESSED N/A N A �------------- 231 NA ---.._______-- 457 A --___-,N � __.... 840 N A 1,205 NA 1,606 NA 1,968 NA _ 2,111 655 762 19'-4" (232") PRESTRESSED N/A A_______ Nf_ 259 632 21141 € (256") 1 PRESTRESSED N/A » --N/A--_._______ 189 .N/A _ 378 701 -N/A______ 1009 ---/ .... 1348 ---- 1,653 1,771 22'-0" € (264") PRESTRESSED N/A N/A 168 N/A 339 N/A-_ .. 632 N/A 912 NIA 1,219 _-_ _NLA ----------- 1498 ____N168 1,603 24'-0" ' (288") PRESTRESSED N/A N/A ---- -------- 119 N/A ------------- 246 N A ------�_____ 468 N/A __------------------____-_-_ 680 N/A 914 N/A ----_�_.____- 1 124 N/A _____�---._-_ 1,200 LATERAL UPLIFT 8 INCH LINTEL >7 8X8 P -8X8 -1U P -8X8 -2U P -8X12 -1U P-8X12-2II I P -8X16 fU P -8X16 -2U P-8X2D-1U I P -8X20 -2U P -8X24 -1U I P -8X24 -2U P $X28 -1U P -8X28 -2U P 8X32 -1U P -•8X32 -2U LENGTH TYPE N/A N/A I 312 N/A N/A e 267 N/A N/A 228 N/A N/A 219 N/A N/A .242 �32-... 524 682 848 988 11142 14'-8" (176") PRESTRESSED N/A - 248- - _ __ 396 _ 672 -- - -977- - - --1,356- - 1 654-- _ - 1 93 6,983 8,721 10,438 12,155 226 309 502 641 782 919 1,066 15'-4" (184") PRESTRESSED N/A 231 370 616 912 1243 1587 1,812 8,515 _ -9,916- -11,317T 4'-6" (54") 191 261 424 548 652 773 868-4" 17-4" (208") PRESTRESSED N/A 1,460----------------------1-------- 301 509 757 1,024 1,294 1,464 9,553 (68") PRECAST 1,008 822 231_-_ 354 458 578 655 762 19'-4" (232") PRESTRESSED N/A .____165 169 259 _ 435 632 851 1,109 1,237 PRECAST 941 733 061 1______._ 141 197 312 402 501 582 663 2 1'-4" (256"} PRESTRESSED N/A ------------- 142 ..... 232 232 ........, 382 .._.__ 552 732 924 1,052 692 982 1,275 2 572 138__ 194 301 384 473__ 562 632 22`-0" (264") PRESTRESSED N/A _ - 140 - - - 225_ _ _ -356, _ _ _513- - ----691 �-_875"--- -- 1,004-- 1068 1,694 2,602 3,509 125 181 256 344 431 501 .____11--______ 1,092 24'-0" (288") PRESTRESSED N/A 128 203 321 472 608 762 684 LATERAL E-BX6-RDHHFMIR6'H-lG E -8X8 P -8X8 ADDED #5's P-SX20-OG P -8X24 -OG P -8X28 -OG N/A 382 N/A N/A 365 N/A N/A I 312 N/A N/A e 267 N/A N/A 228 N/A N/A 219 N/A N/A 198 N/A Id DRISCOLL ENGINEERING, INC Post Office Box 357577 Gainesville, Florida 32635-7577 Phone: (352) 331-1513 Fax: (352) 333-6996 EB#8690 A 1"1U,r'14 I TIUTFI ruR OVTTY 8 INCH RECESS LINTEL UPLIFT P -8>C6 RDH -1U P -8X10 RDH 1U P 8X14 RDH 1U P -8X18 -RDH -1U P -8X02 -RDH -1U P -8X26 -RDH -1U P -8X30 -RDH -1U .._-- E -8X6 -RDH -___...,_.__...._.-___._________________,________.___-__-. ______-------__.,..-._.___.._-_..-_..____ LENGTH TYPE P -8X6 RDH 2U P -8X10 -RDH -2U P -8X14 -RDH -2U P-SX1$-RDHi-2U P -8X22 -RDH -2U P -8X26 -RDH -2U P -8X30 -RDH -2U E-BX6-RDHHFMIR6'H-lG P"8X8-OG 8X12.OG_ P -8X16 -OG P-SX20-OG P -8X24 -OG P -8X28 -OG P -8X32 -OG 13,954 E-8X8J­P-M-IG - _ I ,_P_ P -8)(12 -IG I P -8X16 -1G P -8X20 -IG PT8X 4-1G I P -8X28 -1G P -8X32 -1G LENGTH TYPE ' Z-1011 1 (34) PRECAST 2,887 3 893 4,219 7 319 7,552 9 772 10 005 12 224 12,457 14,677 14,910 17,13D 17,363 ___19,582___ 19,815 ' 3'-6 (42") PRECAST 2,080 -____1____ 1947 _-- ----41351__------------- 5 792 --__ 7,129 .__.__L__ 8,467 ____•---�Lp____.___ 1Q,812 1��:42 -_ -- - € 20,212 854 2,175 4,579 6,983 8,721 10,438 12,155 13 873 ' PRECAST 1 619 , 1 136 3 058 3 9764 895 5,813 6,731 7 9 4'4' (48") i PRECAST 1,717-----11187 -- - -3 259 - •51220 ^ - -7114 8,515 _ -9,916- -11,317T 4'-6" (54") PRECAST 1,542.__ 965 2 192 2 898 3 567 '' 4 236 4 905 5,574 , (54") PRECAST 1,460----------------------1-------- 1,008 2,349 _----L__.__._. 4,004 __"-----______.___ 5,660 --=------- _._____ 7,188 --- __. 8,371 9,553 (68") PRECAST 1,008 822 1 191 2 619 3,985 ' 5,350. 6 646 7 559 T-4" I (64") PRECAST 1,166 ----857----- ----1_____ - 1 226 ___ 2,749 ______.._ 4114 ,___ __L___._..__ S 479 -L_"__ ___._____L________ 6,844 7,877 - PRECAST 941 733 061 1______._ 2 028 3 238 4,448 5,321 6,051 5' 10" (70") PRECAST i 040 -_--------___ .__ __1 ............. 1,092 1 2,143 3 353 • ----._-_.________--,___-»_------__ 4 563 511772- 6 982 ` PRECAST 214 692 982 1,275 2 572 3 666 4,759 5,853 6' 6" (78") PRECAST 907 -------------- 720 --------------,-----L__-_-___•__---tL___--__.________-___-- 1,D10 1,5$2 2 676 3 770 4,863 5,957 _.� ` PRECAST 195 582 824 1068 1,694 2,602 3,509 4,417 T-6" (90") PRECAST 760 -------------- ----------------------- 605 847 .____11--______ 1,092 __.___ __ -___ 1,780 .___ __-.__-___ 2,688 ._-------____-_ 3,595 .______-______ 4 503 ' PRECAST 171 502 711 920 1,131 1,846 2,621 3 397 8' -6" I (102") PRECAST 702 -------------- 522 --------------.______-_______.___-___.__..---,-_----------_-.---__L________ 730 940 1,151 1,920 1 2,695 __.__L _-_____ 3,471 9'-B" t (116"} PRECAST 113 451 637 825 1 013 1 203 2 057 2 749 9'-11 (112") PRECAST 582 _____ __ ».»,_ 468 . _-------•____________ 655 843 _____L_____--_._____LL__-_ 1,031 1221 2,123 __-__G_____- _ 2,814 _-_-- , 336 - __._ ____ 338 394 557 721 885 1 049 1 215 2 fl46 (126") PRECAST 506 -------------- 410 -------------- 573 --------------• 736 _-----_____--•____-L________._-___L________._____L____-___ 900 1065 1,503 2103 _ 624 1 042 563 714 867---__ 4,259 1,174 1,719-426 11'-4" € PRECAST 461 ___411 -- _ -- -577 _ _ _-__ - 729- ____ 881 _1,020 - 1,034- 1-188^- --1,773-- E(136") i -_ 21496 __ ___2,867__ 411 563 714 867_____ 1.020__._ 1.174 1 12'-0" ") PRECAST 431 ___.426•- »-_^577--- __. 729--w• - - 881 ___ 1,034 __- 1,188-. .... 1,773 (112") PRECAST 386 4-- 756 812 955 iL099_ L........ 1T-111 (160") PRECAST 340 399 ........................670 541 683 826 969 ......... 1 113 1,258 ' 1,347 1607 343 469595 722 849 976 '1,104 14'-0" (168") PRECAST 285 -------------------------------------------- 355 481 607 ------------------------------------------------ 734 ------_-_______ 861 ._____-_-______ 988 -___-_L__-.-- 1,116 512 359 11'-4" 325 444 564 684 804 924 &9.,! 14' 8" (176") I PRECAST 239 --------------,___._______---.-----_.-_- 337 456 ____ 575 __.______-__--,-----___-_-___.______ 695 815 935 11056 ' 309422 536_ 763 877 992 15'-4" i (184") i EPRECAST 202 -- -870^ -- ----433 --- ------ 547_ ' _ _649 .650 -- _ __ __ _7,74 _ _$88_ _ _1,003 --- 8 INCH RECESS LINTEL UPLIFT P -8>C6 RDH -1U P -8X10 RDH 1U P 8X14 RDH 1U P -8X18 -RDH -1U P -8X02 -RDH -1U P -8X26 -RDH -1U P -8X30 -RDH -1U .._-- E -8X6 -RDH -___...,_.__...._.-___._________________,________.___-__-. ______-------__.,..-._.___.._-_..-_..____ LENGTH TYPE P -8X6 RDH 2U P -8X10 -RDH -2U P -8X14 -RDH -2U P-SX1$-RDHi-2U P -8X22 -RDH -2U P -8X26 -RDH -2U P -8X30 -RDH -2U I";i'�"TT'��■7�il�ti�lf 31 €"ci ,71 Vi 6 i1'/ E-BX6-RDHHFMIR6'H-lG P-8X6-RDH-OG 988 31845-_-__ P -8X18 -RDH -OG P-8X18-RDH-iG 81365__ 10,354 12,292 13,954 3'-8" 44" PRECAST 2 027 ' 988 4,297 .......5,665 .___ 5,665 _____ 8,365 10 3S4 12 292 131,954 ' 3,533 967 881 2 411 4 6Q7 6 980 9 107 10 812 12 2 fl -___-__ ,________ 4'-0" E (48") PRECAST 1,799 __________________,_ 881 ____� _________._______G____----- 3 403 4160 __-____1____----- 6,980 ------.:_.__ __..__.___1____ 9,107 1Q,812 12,240 -- - € 20,212 854 796 1,962 3,7.80_ 5,727 7 503 9,278 10,777 52" ( ) PRECAST 1 619 , __ _796 --- - ----2,704---- _ __ --- 3,780 _ �_ _5,897 _- -- - W81014 ___ .___9,fi54"- - - `10,899--- 764 760 1,785 4,312 61808 8,418- - 9,751 ^_ ^ 4'-6" (54") PRECAST 1,542.__ ___ 7s0' __-_ ___2&1_ 2,409 ___ _ 3 431 __ _51198....... 5440 -7,448 -__ ^ 9 165 10,332 € 726 2^228_-_ 1 038 1,507 2,965 3 876 4,786 -- 5 419 ------ (68") PRECAST 1,008 _599 599 --�- ----1 273-�-- r-�W 1-507- -� _ - �- "3 324 4 858-----�-6,392---- 8,962 7,649 58 580 974 IL458----------- 2,773 __31623 ____-.--__-4c473-.......... 61107 ...... T-8" (68") T-10" 1 (70") PRECAST 941 580 1,231 -1,458 3,088 4,565 6,042 7,242 079 2410-- 562 517 733 1,284_____ 2,055_---_ _-___ 3.304--_-_ __-_- 165! ...... 6' 8"M 80" PRECAST 214 517 1,083 _ 1,284 ".. 2,210 -_____21679 _____ 3,506 4,801 5,820 __^81161 __ _ 1,436 524 491 664 1217_____ ______11563------------ 12 9----------- --__ _-___491 7' -0" (84") PRECAST 195 491 1,026 1,217 1,563 ----- 3,110 4,328 _5,268 •1'.6" 696 494 457 580 122 1 452 2 079 1__________.__ 2 5 _ _. �- 2 - L______--- j (90"} ' PRECAST 171 _ _._--457 --- -----951__.- _ _ --- 1 130 _ __ � _1452_ __ ____2,600 ___3,717 , 4,557 -_- € 6,764 455 358 370 810 969 1254 1538 1545 9'-B" t (116"} PRECAST 113 _ _______________._-----___._______,_ 358 594 ...________._-- 872 ------____----___ 1,122 .___-__1.____._.----_ 1371 _� . _.____ 1,619 ---____,_____---- 2,495 I";i'�"TT'��■7�il�ti�lf 31 €"ci ,71 Vi 6 i1'/ - E-BX6-RDHHFMIR6'H-lG P-8X6-RDH-OG P -8X10 -RDH -OG P-8X10-R5H-1G P -8X14 -RDH -OG P -8X14 -RDH -1G P -8X18 -RDH -OG P-8X18-RDH-iG P -8X22 -RDH -0G P -8X22 -RDH -1G P -8X26 -RDH -0G P -8X26 -RDH -1G P -8 X30 -RDH -OG P-8X30-RDH-1� TYPE --1•ENGTH P -8X28 -1U P -8X28 -2U P -8X32 -1U P -8X32 -2U _ E -8X8 P -8X$ ADDED #5's - i,ENGTIi TYPE 2'-10" € PRECAST 3,533 967 3 898 4 483 5,654 6 824 7 995 r _ _. _........... 9 166 3'-8" (44") ---� PRECAST 1,636 _______ ____ ____ 967 ________G..__----__ 4,078 ______ -G__________ 5,195 _------------_-__-- 7,313 ---_--_a .__.............. 8,910 _ 10,507 12,104 14 294 17 253 20,212 854 3 517 4L4-- 31-611 „ (42 } 7,190 ,190 4'-0" I (48") PRECAST 1 445 _--_-------------­-------- 854 _3,058 3,259 --------t,_____-__-_ 4 239 _-_____-__•-------- 6200 --_ ___5,354______ 7,815 ___6,272___ _-_ --- 9 216 •------ ---__- 10,616 _ _ 764 2,463 2:833 3,572 4,312 5,051 12,141 (52") PRECAST 1,294 _... _-------- - --_-- 764 _-- -- --- ------ - --- 2,619 -- --- ----- --_-- _-- 3,492 »-_ 5,238 6,959 ------------- -84206 9,453 - _ --}'•-6" - 5777---8�150y-- 726 2^228_-_ 2 563 2,092 3 901 4 571 5 240 I (54") I PRECAST 1' 229 726 2 349 3,177 _-3,232_-___- 4 832 6,488 7,780 8,962 58 I.L134----._ 1 700 56 1,079_ - -1 - 2,410 61107 ...... T-8" (68") PRECAST 908 _--____. _ _ -__ 5$2 ______ 1 134 ------ 1,700 _--2,' __ 2,958 __ ___4,215-- 4,215 _____51322............. 5,473 6,730 3 079 2410-- 562 1,092 X538 2,748............. 3,958 51686 5'-10" 70" € PRECAST 875 ------------------- 562 ----------_-__- 1,092 --- 1,538 -----___ _- _------------- 2,748 3,958 .____._41955 ............. 5,168 ___ 6,377 _-_71109 -_ __^81161 __ _ 1,436 524 1,763 1,120 1.973 3,031 899 6' 8" (80") € PRECAST 740 --__ 524---- --- _--_---978 ___-__ 978, ""--1,i2a" »"- _____1,973 ___... _,.._-3!031---_ __4,088___ __.____--5,146___--- _- 4,088 5 F. 146 71-011 (84") PRECAST 696 494 921 1.054----__,------1,&�l_---_,--_-__2,683 3,810__- -- 418$9 _- _31675------.---___41667------ ___6158_- I 1,2$5 1,411 494 921 1,054 1,691 2,683 3,675 4,667 3,810 5,287 6,764 455 847__. 969 6'-6" (78") 4,049 7'--6" (90") PRECAST 639 455 847 969 _1.215_----- 1 215 •------21234____-- 2,234 ------3,142 -___- 3,142 4,049 1,085 338 629 734-�^- 1,221 1 1596 1_ (116") PRECAST 336 - __._ ____ 338 ____ _-__- 629 _-___719__-_-- 719 ----_900_____ s0o __--f08 _-_-- -1081- __._ ----------- 1596 __ _ _. -2,259» - UPLIFT LATERAL 8 INCH LINTEL E-8XII P -8X8 -1U P-8X8�2U- P -8)(12 -IU P_8X12�2U P -8X16 -1U P 8X16 2UP P -8X20+12 _ X26___ P -8X24 -1U P -8X24 -2U P -8X28 -1U P -8X28 -2U P -8X32 -1U P -8X32 -2U _ E -8X8 P -8X$ ADDED #5's - i,ENGTIi TYPE 2'-10" (34") PRECAST 3,533 __4,074___.__ 8L203__- 11.335__ "11,335 - _14,294__ __1_7L253-_ -_20,212_- -- 23,171 3 487 3 487 10 396 ' 4 074 8 203 14 294 17 253 20,212 23,171 31-611 „ (42 } PRECAST 2,571 1 944 ----G------- 4,845 -----------._ _7 747 10,059 L 12,11-1. L�_-- 141223__ _____ __ 161305 - _ _ 2,525 ' 2,525 ' 5,451 ' 1,944 4,845 7,747 10,059 12,141 14,223943 16 305 0" {48") PRECAST 2,138 216 __-__--------------- 1256- - 5777---8�150y-- ,__ -� "" 11,648_ - 13,353 -- --------- 2,092 2,092 3,743 3f 404 91943 648 13,353 41-61 (54") PRECAST l832 1,079_ - -1 - 2,410 _4,419 ------- 6,427 __ 81426-- y-8 -- 9`871 __ _!!Ill.. - 1,642 1,642 2,727 ' 079 2410-- 4,419 6 427 426 9,871 11,315 5'-4" (6411) PRECAST 1,481 --- $99 1.368 --- .__ 3!009.......4,671___ 61056 __ �--6,334 _-_71109 -_ __^81161 __ _ 1,436 1,436 1,763 899 1,455 3-10-0-9- 4,671 7,996 9,3 5'-10" /()" ( ) PRECAST 1 330 _ _ 808 - 1,232 2L332_-- 3,810__- -- 418$9 _- _-_51739 __ ___6158_- _ 1,2$5 1,2$5 1,411 ' 808---- 1,30 8---.__ 2 332 3,810 5,287 6,764 8,242 6'-6" (78") PRECAST 1,027 �_- 734 - _ 1,115___.___1,491__.,. -_31038___ ,__ 31808 __ __ 4,470 -� -- 51131__ _ 1,127 1,127 1,085 734-�^- 1,221 1,604 3,038 4,376--- 5X715 7,0 T-611 (90") PRECAST 634 ___ 624____ _-- 951- _- _1__,3__6_7__ --1,275-- -- 2,025_ -0-2- -5 -- 2,774 ........ ---3,142 3 255 _- ___3,736-- 951 951 773 624 1 042 2 4,259 5,376 8'-6" 1.02" PRECAST 427 545 833 ...... 1,401 2,129 __ -_ 21496 __ ___2,867__ _ 823 823 579 545 913, 91a 1 197 1,483 2,266 3,225 4,184 (112") PRECAST 323 4-- 756 __ iL016.......... 11274 11531___ ___21065 -- 2,370 667 667 468 495 829 1,088 1,347 1607 2,568 3f427 10'-6" (116") PRECAST 230 440 440 672 738 904 968 11135 1,198 1,364 1,429 1,593 1,661 11884__ 60 2,6 512 512 359 11'-4" ( .wl) PRECAST 376 - _ 421 584 --747- 794 -962 1,004 _..1,004 1,214 _ ^1,396 11.2 "1 � _____. -2,221 595 595 303 421--- 1,179 614- 12'-0" (144") PRECAST 318 503. -_-_.__.___.._.___..__._..............................---- 503 527 707 717 911 906 1116, 11095 __ 1,321 __^11284 __ 1,527 1,473 r --3 1734 510 512 267 (160") PRECAST 238 3-- 360 440 640 598- 825 755 1,011 912 1,197 ___ ..------------------ 1,383 __-11227 _ 1,570 361 361 212 168" ( ) PRECAST 210 344 __-__------------ 344 406 -------- 612 _-- 551__-_ 789 697 _._-- ____-, 967 842 --------- 1,144 987 ----------- 1323 1 132 ----1------- 1,501 309 309 191 (176") PRECAST 187 329 -- 329"� _ 378_ 587 512 _ - -757 _ 646 ^927 - _ , _ 1,097 915 ^1, 268 - _ 1 050 -- " 1,440 265 265 173 15'-�" (184") PRECAST 168 _ 3-- - 316-- 353 564 - 478 _ - 727 _ 603 -891 _ --- 1,055-- 854 _ - �1-219 _ 979 -1,384- 230 229 157 A R C H I T E C T S Design Group Inc. ,1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: TUSCA NORTH LOT#32 PROJECT# 1703.00 MODEL: 1755" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (PRO -CRETE) ARCHITECT: STATE OF FLORIDA DA 02/11/10 SCALE: 1/4"=1'-0" SHEET B. 2orn] 25 -SH 25 -SH EGRESS EGRESS 'v- tips .v `25-5H ELEY"A" 4 11$11 26 -SH ELEV. "Co 4 "D.. WIND LOAD u"ALCULATIONS N 3: N W 1 i o -,COPT. 3rd CAR.GARAGE COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSM FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WINDOW BE AND TYPE ZONE 110 MPH WIND REMARKS 120 Mffl WIND 1 1-I 25 -SH 5 21.1/ -28.0 25.0/ -33.1 IA 19 2(o -SP 5 20.9/ -21.0 24.8/ -32.6 2 1� 25 -SH 5 21.1/ -28.0 25.0/ -33.1 2A 19 26 -SH 5 20.9/ -2-1.0 24.8/ -32.6 3 11 25 -SH 5 18.3/ -22.4 21.8/ -26.7 3A 1 9 26 -SH 5 20.9/ -2-7.0 24.8/ -32.6 4 24 3080 DR 4 21.1 / -22.9 25.1/ -21.3 5 112 16'-0 X 7'-0 GARAGE DR. 5 21.1 / -22.9 25.1/ -21.3 '5A 56 8'-O" X I'-011 GARAGE DR. 5 19.4/ -24A 23.1/ -29.0 6 11 25 -SH 4 21.1/ -22.9. 25.1/ -21.3 -i 1'I 25 -SH 4 21.1/ -22.9 25.1/ -2-1.3 8 11 25 -SH 4 21.1 / -22.9 25.1/ -21.3 9 1-I 25-5H 5 29 1.1 / -22. 25.1/ -21.3 10 40 OPTIONAL 6068 SG.D. 5 19.9/ -25.5 23.-T/ -30.3 11 40 6'-0" X 6'-8" S. G. D. 5 -25.5 231/ -30.3 12 24 35-5H 5 20.6/ -22.4 24.5/ -26.1 13 24 35 -SH 4 20.6/ -22.4 24.5/ -26.7 WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 2001 ALLOWS THE PRESSURES TO BE AVERAGED WHEN THE OPENING IS PARTIALLY LOCATED IN BOTH ZONE 4 AND ZONE 5 WIND PRESSURES ARE BASED ON WIND SPEED =120MPH (3 SECOND GUST) IMPORTANCE FACTOR= 1.0 EXPOSURE CATEGORY = 5 MEAN ROOF 1-IEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED BUILDING 16'-0" ZONE 5 p = +21.8 / -26.55 ZONE 4 KAI p = +21.8 / -24.0 LoolVi vz PERCENTAGE OF AREA WITHIN ZONE 4: A4=11.33-1 16=0.71ft2 PERCENTAGE OF AREA WITHIN ZONE S: A5=4.66- 16=0.29ft2 AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21.8 (0.9) + 21.8 (0.10) = 19.62 + 2.18 = 21.8 psf AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: p = -24.0 (0.71) + - 26.55(0.29) _ -24.7.5 psf. AVERAGE GARAGE DOOR :PRESSURE: p=21.8/-24.8 A R C H I T E C T S 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & M07 TUSCA NORTH LOT#32 PROJECT# 1703.00 MODEL: "1755" GARAGE STIMCk RIGHT PAGE: WIND LOAD CALCULATION: T= [577TEIATEOFTORIDA 61 J DAt 02/11/10 SCALE: 1/4"=1'-0" 8 ET I C OF F, rMs 0 rMs 3'-0° 31_011 31 -all / I G/ K/ _ 0 11 � I 31-811 1-811 s FLOOR PLAN 8'-8" BEARING: HEIGHT THROUGH OUT ELEVATION "A" 4 "B" 9'-4' BEARING HEIGHT THROUGH OUT ELEVATION "G" 4 "D" 0 c� SQ.FT. CALC.' S 1 m e ]100' LIVING: GARAGE ENTRY LANAI 1153 404 35 93 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL OPT. GARAGE 2285 213 SQ. FT. SQ. FT. � m 1 J LAV. OPT. 2 - n\4. I LANAI LANAI I -JO LAY. BF- f-- 1 8'-8" CLG. i oOWNERS8 I 6 I II -e o ® SUITE _� 0. BATH $ O 0 S' - 8' CLG. 0 V-8" CLG. (CARPET) (TILE) 9 X O ' 6068 S.G.D. - - W.I.C. Iz ---- �p ACTIVE 8'-8" CLG. I`_n (CARPET) 1'-4° I �� 8'-8" ti 10 -6 5 -5 = 1'-1" 3 -4 S -8 I ' s --------- TUB W/ IR-iSH BATH- ATH sHowER(^�� 12 IIS I 1 0" i_ 0 I J 20'-6° (TILE) c� -1° 1t -o° 11'-21 101 8 p 0-L> BDRM. 3 GREAT _ 81.811 cLG. ROOM } ® (CARPET) 8 LG. (CARPET) o a -j m m co —� co `c9 'N \' 0 - � N 1R -ISH 0 ' 1 4 - 0 BF. DINING ROOM I I R.A.R.A.G.%A/ m (CARPET) m 5'-8" 3'-0" 71-9,11 O� I LAUN. BDRM. 2 L_...—J I II 8 -8 CLG. 9 i i RILE) (CARPET) �N FOYER � I O� I ,� SI W. 8-(BTMILE)G. L --J MT CK 2-0 20 MIN. (N 1 BF. I I - I 2 0 o OI � d KITCHEN\ V-6" -8II CL.G. -2" STEEL PIPE 0 (TILE) 1 -S I BOLLARD 51_01 ----- F II " 2AT 5C 6 Owl j I Ou I I L - " I " 40l X10 L=4CCESS TRANS. ABY 11'-411 21_011(ELEV. C) 40"X16" NOOK ENTRY TRANS. ABV 0 5'- SMI EAG' G.8' -s" CLG (ELEV. D) 2—CAR GAR. I S - e X25 — Q• -SH 11 /111 ^ ° C. ELEV. 1B11 f"'i 1151, ! dJ 2& -SH ' ELEV. .� 4110 11 .. c� n♦/ 1(oI_0" X .11_011 O.H. - m 3'-0° 31_011 31 -all / I G/ K/ _ 0 11 � I 31-811 1-811 s FLOOR PLAN 8'-8" BEARING: HEIGHT THROUGH OUT ELEVATION "A" 4 "B" 9'-4' BEARING HEIGHT THROUGH OUT ELEVATION "G" 4 "D" 0 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 5ACK5PLA5H * ALL DOORS ARE 6'-8" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES TO BE WALL MOUNTED 3-1/2" 9-1/2" 211 II ELEC. OUTLET PER EIEC. CODE TO DBL. PLATE z u DRAR—UTAR li 8 cs� I --'-%L- 3'-4(�) ARCD[ DETAIL o OWNER'S SUITE [•z•zi•� I c� SQ.FT. CALC.' S 1 m e ]100' LIVING: GARAGE ENTRY LANAI 1153 404 35 93 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL OPT. GARAGE 2285 213 SQ. FT. SQ. FT. � m 1 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 5ACK5PLA5H * ALL DOORS ARE 6'-8" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES TO BE WALL MOUNTED 3-1/2" 9-1/2" 211 II ELEC. OUTLET PER EIEC. CODE TO DBL. PLATE z u DRAR—UTAR li 8 cs� I --'-%L- 3'-4(�) ARCD[ DETAIL o OWNER'S SUITE [•z•zi•� I -31-01, Ilk Ik 31_2.1 ARCH DETAIL DETAIL 2 -8 KITCHEN DINING ROOM I V A o SQ.FT. CALC.' S \ / m e ]100' LIVING: GARAGE ENTRY LANAI 1153 404 35 93 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL OPT. GARAGE 2285 213 SQ. FT. SQ. FT. -31-01, Ilk Ik 31_2.1 ARCH DETAIL DETAIL 2 -8 KITCHEN DINING ROOM I V A o \ / m e ]100' m 2411 Dw. ]KITCHEN 5 SCALE: 1/4" = 1'-0" I T(7_OWNER'S PATH[ALE: SCALE: 1/4" = I'-011 r -T — — - - — — BDRM.#2 C KITCHEN SCALE: I/4" = 11_0" �SO W N E JTR% 'S :BATH CALE: 1/4" = 1'-011 (CARPET) _ l o l oND LAUN . � L --J Q 10'-011 \T\ ) (m 0 I L J - 20 MIN. cp WH. \-2" STEEL PIPE BOLLARD ATTIC L AGCESS J OPTIONAL 3RD. CAR GAR. «� a, -all CLG. N I � N 2—CAR GAR. I 8'-811 GLC. HB X --------- — 16'-0" X 7'-0" O.H.--------- - _______________ ____ d —_ .---- — — — — ------ 2'-011 20'-011 10'-0" 30'-011 AK OPT. 3rd CA'" GARAGE 8'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" V-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D"' 1 ARCHITECTS I Desi n rou Inc. 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVHDIV. & IAT: TUSCA NORTH LOT#32 PROJECT# 1"703.00 MODEL : "1755" GARAGE SWING: RIGHT PAGE: FLOOR PLAN ARCHITECT STATE OF FLORIDA r w1 If DAT 02/11/10 SC :1/4"=1"-0" SHEET 2 OF 0 I - cp �SO W N E JTR% 'S :BATH CALE: 1/4" = 1'-011 (CARPET) _ l o l oND LAUN . � L --J Q 10'-011 \T\ ) (m 0 I L J - 20 MIN. cp WH. \-2" STEEL PIPE BOLLARD ATTIC L AGCESS J OPTIONAL 3RD. CAR GAR. «� a, -all CLG. N I � N 2—CAR GAR. I 8'-811 GLC. HB X --------- — 16'-0" X 7'-0" O.H.--------- - _______________ ____ d —_ .---- — — — — ------ 2'-011 20'-011 10'-0" 30'-011 AK OPT. 3rd CA'" GARAGE 8'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" V-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D"' 1 ARCHITECTS I Desi n rou Inc. 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVHDIV. & IAT: TUSCA NORTH LOT#32 PROJECT# 1"703.00 MODEL : "1755" GARAGE SWING: RIGHT PAGE: FLOOR PLAN ARCHITECT STATE OF FLORIDA r w1 If DAT 02/11/10 SC :1/4"=1"-0" SHEET 2 OF 0 + MI WPM M. wl M� (o" SCORED BAND (TYP.) Paprz urtt ,L o' -o" FIN. FLR. rL FRU'--"'NT ]ELEVATION TEXTURED FINISH sJl REAR TEXTURED FINISH SCORED BAND TYF'. j I]'-&" H T. — — IN ENTRY � Im SCORED BAND TYF. mu T FIN. FLR. BAND TYI=. ' A ro" SGC m SCORED BAND TYF'. 3 r d CAR GARAGE ®PT. FRONT ELEVATION n3rd CAR GARAGE OPT. aE<a ELEV<,ION A R C H IT E C TS Design Grou�rn�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. abdesigngroup.com AA #: 0003325 ter.■ 9LMMV. & LAT: TUSCA NORTH LOT#32 PROJECT# 1703.00 MODEL: "1755" GARAGE !'r4TFMG: RIGHT PAGE: ELEVATION ,) A„ FRONT & REAR ARCHITECT: STATE OF FLORIDA 1YIr, d' 1 D 02/11/10 9C :1/4"=1'-0" €SHEET �A�F�0 1 3rd CAR GARAGE OPT.RIGHT ELEVATION J 8' - 8" BRCS. HGT. j% IV 11-011 0'-0" FIN, FLR. jk IV r 0'-0" FIN. FLR. rL of m R 3 "N IGHT ELEVATIO TEXTURED FINISH LEFT 1 TEXTURED FINISH ENATION II II_Oil OL 0'-0" FIN. FLR. ARCHITECTS DesoinGrou��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroupl.com AA M 0003325 stmDIY. & LAT: TUSCA NORTH LOT#32 PROJECT# 1"703.00 MODEL.: 1755" GARAGE STFMG: RIGHT PAGE: ELEVATION ,) A" LEFT & RIGHT ARCHITECT: STATE OF FLORIDA DAT 02/11/10 SCALE: 1/4"=1'-0" SHEET 4AOF 0 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 -I' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ Red COMMON NAILS CAN BE SUBSTITUTED WITH led x 1 1/2' NAILS IN CONJUNCTION WITH A 236 REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5OND5EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' 1- 0 A.T.R. - A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SUIS THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER 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-HW05-R', T-ANCHORSPEC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2009. MINIMUM WALL AND HEADER HEADER SPAN CHART STUD REQUIREMENTS SINGLE STORY APPLICATION 5'-0" TO SIZE CONNECTOR SCHEDULE DBL 2 x 6 D5L 2 x 8 DBL 2 x 10 DBL 2 x 12 SIMPSON TWO STORY APDL I CATION DOWN STAIRS SIZE CLEAR SPAN DES. UPLIFT GRAVITY FASTNER ?- META -16 1450 2 (1) led x 1 1/2 1 -PLY/ lb) 16d 2 -PLY Z 0 (2) META -I6 1985 1900 (10) led x 1 1/2 I -PLY (14) trod 2 -PLY N a HETA-16 late (9) led x 1 1/2 1 -PLY/ (8) Ibd 2 -PLY HETA-20 late (9) led x 1 1/2 1 -PLY/ (8) 16d 2 -PLY (2) HETA-20 2035 2500 (10) led x 1 1/2 1 -PLY (12) 16d 2 -PLY MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) led TO WOOD HGT-2 + 10990 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) led TO WOOD LTA1 1420 (12) led x 1-1/2' VGT 4940 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I(p) SDS 1/4' X 3' To WOOD (2) YGT (2-PLT/3-FLY) 1105/8890 (2) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' t0 WOOD MTS -12 1000 (14) led x 11/2 HTS -I6 1150 (16) led x 1 1/2 HTS -20 1450 (24) led x 1 1/2 LSTA-12 ++ 925 (10) led LSTA-18 ++ 1235 (14) led V! META -18 ++ 1315 (14) led Q MSTA-24 ++ 1640 (16) led iX MSTA-36 ++ 2050 (26) led ~ V1 MSTI-36 3800 (36) led x 1 1/2 MSTI-48 5065 (48) led x 1 I/2 H6 950 (6) ad TO PLATES, (8) 8d TO STUDS SP4 Bob (6) led x 1 1/2' TO STUDS A33 15e (4) led TO BEAM (4) 10d TO POST. HCP2 645 (6) 10d x 1-1/2' Hie 995 (I6) ad x 1-1/2 ABU 44 2200 1 6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (12) trod TO WOOD V) ABU 66 2300 12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) N CONC,. (12Abd TO WOOD X LTT19 +++ 1340 (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC., (SAOd TO WOOD 0 LTT20B +++ 1625 (1) 1/2' A.T.R. N HIGH STRENGTH EPDXY (MIN. 1' EMBED-) IN CONC (2))J' SOLT To WOOD V 3610 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN 7' EMBED-) IN CONC. (18) led x 1 1/2' TO WOOD Z HTT4 4235 (1) 5/e' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (18) Ibd x 2 1/2' TO WOOD Q4350 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7EMBED.) N CONC. (2b) led x 1 1/2' TO WOOD HTT5 4670 5090 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED-) IN CONC. (26) led TO WOOD (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED-) IN CONC. (26) lod x 2 1/2' TO WOOD HH0011-BPB 25+ 11,445 (1) 1'IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG, (24)SD64' x 2& WOOD W01 6400 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1" D.) IN CONC. (3)7' STU TS TO WOOD MSHA 356/1125 3415 5330 (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CJ -1.U. TOP, (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (18)10d TO REAM V) I,,,I 14USC412 (WOOD) 3240 2510 (FLOG 3140 (ROOF) (10) 16d t0 HEADER. (10) l6d to WOOD 0 HUC410 (CMU) 1810 5085 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) led t0 WOOD Z a 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 -I' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ Red COMMON NAILS CAN BE SUBSTITUTED WITH led x 1 1/2' NAILS IN CONJUNCTION WITH A 236 REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5OND5EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' 1- 0 A.T.R. - A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SUIS THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER 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-HW05-R', T-ANCHORSPEC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2009. MINIMUM WALL AND HEADER HEADER SPAN CHART STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) SINGLE STORY APPLICATION 5'-0" TO SIZE CLEAR SPAN DBL 2 x 6 D5L 2 x 8 DBL 2 x 10 DBL 2 x 12 UP TO 5'-4" 5'-4" TO -1'-0" -1'-0" TO 10"-0" 10'-0' AND OVER TWO STORY APDL I CATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x ro D5L 2 x 8 D5L 2 x 10 D5L 2 x 12 UP TO 5'-0" 5'-O' TO 6'-4" 6' -4" TO 81-011 B' -O" AND OVER MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 81_0" U.N.O. 4'-11 1/2" rt' -II 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUM5ER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO 5E MANUFACTURED 5Y SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRUSS TO MASONRY/CONCRETE SHALL 5E META -1(o * FLOOR JOIST TO 1" IASONRY/CONCRETE SHALL BE HETA-1(o AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL BE MTS -12 3.TRUSS TO TRUSS CONNECTIONS AND HANGERS SMALL BE DESIGNED AND SUPPLIED 5Y TRUSS MANUFACTURER. 4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-12d LAND DRIVES Im EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. J1 J3 J5 FRAMING PLAN ELEVATION "A 99 & 99 c 99 8'-8" 5EARINCa HEIGHT THROUGH OUT ELEVATION "A" 4 "5" S'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C' 4 "D' H15 r== w� m 2) META -16 1 � J (j)OPT. 3rd CAR GARAGE A R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLV[ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 3U'DDIV. & LOT: TUS C A NORTH LO T# 32 PROJECT# 1703.00 MODEL: "1755" GARAGE SWING: RIGHT PAGE: FRAMING PLAN ELEVATION ARCHITECT. STATE OF FLORIDA LL DAT*j 02/11/10 SCALE: 1/4"=1'-0" SFIEET ACOP' SOUTHERN TRUSS 05/27/09 ELECTRICAL LEGEND SYM50L DEFINITION NOTES m 125V OUTLET 20 AMP ® 110V OUTLET VA LAUNDRY/WASHER 20/1 1 IP2 OF ouTj /V REFRIGERATOR 11fav OUTLET WIRED TO 14 J� DISHWASHER SWITCH 3 14 1200 EQUIPED WITH 15/1 4 110V OUTLET �aluRUPTERT MICROWAVE/HOOD GFI 5 (T RA1118TANT 1500 220V OUTLET 4 WIRE CONNECTION -1,9 10 5600 WP EXTERIOR GROUND FAULT GF► WATERPROOF INTERRUPTER 30/2 OUTLET 10 4500 SWITCH 30/2 12,14 SWITCH 3 -WAY OP1=R A/C CONDENSER SWITCH 4 -WAY OPER (" 1 WALL SMALL APPIANCE_ CIRUITS 20/1 18,19,20 MOUNTED 4500 Y L IGHT CEILING LIGHT LIGHTING/RECEPT'D 3 WATTS 15/1 21 TO 29 14 `O\ PROOF TOTAL VP LIGHT TOTAL LESS A/C LOADS r- RECESSED 38325 CAN 10000 VENT. FAN I CFM PER SQ. FT. REMAINDER PER VENT. FAN I CFM PER 400 W/LIGHT SQ. FT. 16995 2' LIGHT STRIP 65% 11046 4' LIGHT STRIP TOTAL VA 28662 ® 4' RECESSED FLUORESCENT 2.5111-5 WRAP 119 LIGHT AROUND 2'FLUORESCENT J 4' FLUORESCENT 4' TRACK LIGHT HEAT PUMP LOAD PER NEG -220-30-(2) © PANEL 11061 METER TOTAL VA SMOKE BATT. BACK-UP O$,D, . DETECTOR W/ HARD WIRE - INTER- BATT. BACK-UP MOUNTED W/ HARDWIRE S D. SMOKE INTER— DETECTOR CONNECTED BATT. BACK-UP CARBON MONOXIDE/INTER- W/ HARDWIRE CONNECTED SMOKE DETECTOR SHALL BE A C-OM50 DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET . TELEPHONE JACK WATER HEAT. DISCONNECT A/C AIR COND. DISCONNECT tV. TELEVISION JACK CEILING So= REQUIRED TO 5E SUPPORTED O J -BOX IN BCOX MARKED AS SUCH FOR INSP CTION OILING FAN/LIGHT REQUIRED TO 13E SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD PUSH- FOR PES. SUTTON CHIMES NOTES: * LOCATION OF TV JACKS E PHONE OUTLETS 4 FANS TO 5E VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. - ALL RECEPTACLES IN ALL HA51TA5LE ROOMS TO 5E ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI a ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL * 5ATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(F5C 200-1,RESIDENTIAL CODE TA5LE M15063) * LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL 5E NON METALLIC GABLE AS N.E.G. 2008 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO 5E TAMPER- RESISTANT TYPE --------- wil lill IN 1111111111h* 0 0 a I GFI / I LUP / LANAI GFI PRE -WIRED �� 0. BATH CLG FAN _I,,,/� - -- -- �J *� —Y OWNERS -----'r— sD. SUITE QZ/ I I I T V, O W.I.C. 5/CO �j BATH I PRE -WIRED PRE -WIRED ( -U I CLG FAN GREAT CLG FAN ROOM �`\ iii �i \� /i ��� I :>1 BDRM.. 3 \ cp \ w' / \\(P \ � I \ / BDRM•#2 DINING ROOM FOYER L — — J � PRE -WIRED GFI — — — r — — 1 CLG FAN GFI o I GFI AI ` pQl SINK \\ Le_jI Dw. � \ ` WH. GF f (P =0- GFI \ 44"A.F.F. WP — — \ WALL MOUNTED — — — \ LIGHT W/SWITCH / F I WP I / W_ 2" STEEL \ IN ATTIC IGOND� ILLGFI I ° PIPE \\ r------ KITCHEN to I:r I_•E� L------1 / KEYLESS zMETER / FIXTURE FIELD 1 VERIFY LOC. OGFI NOOK OUTLET \ \ 2 -CAR GAR. \ -- ------------- --- r OPT. ' "---------""'"-- OPT. COACH COACH LIGHTS LIGHTS NOTE: ALL 5RANCH CIRCUITS IN THE 5EDROOMS ARE TO BE PROTECTED 5Y AN ARC -FAULT INTERRUPTER LISTED TO PROVIDE PROTECTION OF ENTIRE 5RANCH CIRCUIT UN FOND, METER FIELD GFI VERIFY WP LOC. PANEL WH. GFI O \ 44"AFF. WH \ WALL MOUNTED \ LIGHT W/SWITCH IN ATTIC �L -----� KEYLESS \ ",FIXTURE --------------- 3RD. CAR GAR. 2 -CAR GAR. 8�GF I CLG. GFI OUTLET GLG. OUTLET -------------------- .,. •-' T. "-- --' COACH OPT. — —` — — — — " --" — — OPT. L IGHTS COACH COACH LIGHTS L IGHTS rj-�OPT..3rd CARGARAGE *1715- LOAD INFORMATION DESCRIPTION C5 CKT WIRE VA LAUNDRY/WASHER 20/1 1 12 1500 REFRIGERATOR 15/1 2 14 1200 DISHWASHER 15/1 3 14 1200 D 1 SPOSAL 15/1 4 14 1000 MICROWAVE/HOOD 15/1 5 14 1500 DRYER 30/2 -1,9 10 5600 RANGE 40/2 8,10 8 (Dl 12000 WATER HEATER 30/2 11,13 10 4500 A/C AIR HANDLER 30/2 12,14 10 8000 A/C CONDENSER 30/2 15,1-f 10 306-7 SMALL APPIANCE_ CIRUITS 20/1 18,19,20 12 4500 1115 SQ. FT. LIGHTING/RECEPT'D 3 WATTS 15/1 21 TO 29 14 5325 TOTAL VA 49392 TOTAL LESS A/C LOADS 38325 38325 IST 10000 10000 100% 10000 REMAINDER PER 28325 400 11330 NEC -220-30 (5) A/H UNITS 16995 65% 11046 PER NEG -220-30 (C) (5) TOTAL VA 28662 AMPS 119 CALCULATION IF HEAT PUMP 15 USED TOTAL VA IN PANEL LESS A/C LOAD 21500 HEAT PUMP LOAD PER NEG -220-30-(2) 11061 100% TOTAL VA 3256-1 AMPS 136 NOTE: ALL 5REAKER5 SERVING 5EDROOM RECEPTACLES SHALL 5E ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. POWER COMPANY PEDESTAL SERVICE 5Y. OTHERS GRADE L I ELECTfRICAL RleEfR SCALE: NTS NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. NEMA 3R M (2) # 4/0 XHHW ALUMINUM CONDUCTORS (1) * 2/0 XHHW ALUMINUM NEUTRAL. (1) * 4 XHHW ALUMINUM EQUIP.GRD COM50 DISCONNECT AND METER CAN 150 AMP 120/240 VOLT 42 CIRCUITS MLO INTERSYSTEM 5ONDING 150 TERMINAL AT LOW AMP. VOLTAGE CONNECTIONS PHONE / DATA WEATHER PROOF 50X CABLE / TV WEATHER PROOF BOX (1) * 4 THHN/THWN COPPER SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/8"DIA X SFT LONG COPPER GROUND ROD A R C H I T E C T S 1 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#32 PROJECT# 1703.00 MODEL: 1755" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN ARCHITE"") CT STATE OF FLORIDA DATij: 02/11/10 SCALE: 1/4"=1'-0" SHEET or � Cl GRADE (1) 05 REBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION z TEXTURED FINISH a w 8, CMU J / 1/2' GYP. WL. BD. ib I WOOD BASE O d d 4' CONC, RE INF. W/ 6'x6' 010 ULM OR trI5ER!MESI4 ON 6 -MIL POLY a0 ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL Z > 4" 8" 4' 1'-4" (2)18 REBAR ON CHAIRS 1 -STORY FOOTING 1 W BLOCK WALL SCALE: ta'=r-®' 4' CONC, REINF. W/ 6'x6' 010/10 WW"1 OR FI-ERMESH ON 4' go -MIL POLY ETHYLENE VAPOR 0 8, BARRIER ON WELL -COMPACTED U CLEAN TERMITE TREATED FILL (1) 05 REBAR ON CHAIRS 4- THICKEN EDGE SCALE= I/Z'•I'-0' m 4' CONC, RE INF. W/ 6'x6' 010 WWM OR FIBERMESH ON 6 -MIL POLY 74' ETHYLENE VAPORBARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP-UP 5 )---NON-BEARING SCALE: IF2'•1-0' In z n d.'n a4 d ....'. 4' CONC, RE INF. W/ 6'x6' 010 WWM OR FISERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED GLEAN TERMITE all s" 4" TREATED FILL 2'-0" 4" -5 REBAR ON CHAIRS � CONCRETE PAD POURED LINTEL CONT. (TYP.) r S' CMU FILLED CELL (TYP.) 2X WALL FRAMING (4)VXT' ANCHOR BOLTS or (4)VXl' J-BOLT6 MIN. 5' EMBEDMENT W/ 2'X2"XI/S' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND SEAM. SET IN JOINTS PRIOR to FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 15 BLOCK WALL CONNECTION SCALE= I/Z'•I'-0' (1) 05 MBAR SET IN SIMPSON HIGH STRENGTH EPDXY T' EMBED. MM. I- 4" CONC, Rem. W/ 6'xb" 010 WWM OR FIBERMESH ON 6 -MIL POLY d� ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL TYP. RETROFIT FOR A OMITTED DOWELS SECURE -T. PLATE TO SLK W/ 1)' ANCHOR BOLT W/ Z' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY I" EMBED. MM. s 32' OC MAX. ° X4' CONC, REINF. W/ 6'x6' 010 WWM OR FIESERMESH ON 6 -MIL POLY z ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL �n U 4" S" 4.. 1'- q" (2) 05 REBAR ON CHAIRS 1 -STORY FOOTING 2 AT L. B. W. W UPLIFT SCALE: I/Z'■ I'-®' STUDS 16' D.G. MAX 5 1/2' 0 HEAD OF GARAGE VARIES WITH SLOPE SECURE ST. PLATE TO SLAB W/ ANCHOR BOLT W/ Z' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY -I' EMBED. MIN. a 32' OC MAX. d` ° 4' CONC, REINF. W/ 6'x6' 010 WW -t OR W FIBERMESH ON 6 -MIL POLY �u ETHYLENE VAPOR BARRIER ON in U 4" 8" 4" 4" T�AICp FI ACTED CLEAN TERMITE (2) Ora REBAR ON CHAIRS GARAGE STEP-UP 6 1 -STORY L.B.W. CALE: In' -V-0' I' RECESS FOR BG.D. TRACK NFINISH FLOOR u, 4 d d d d4.° 404 S LAB AT S. G. D. 10 SCALE= %CAULK AND SEAL GAS LINE I Ij' PVC SLEEVE FOR GAS LINE B S' CMU -^I/2' DRYWALL /-WOOD SASE d ° ° . 4 ° e°. d d , 11 GARAGE DOOR FOOTING SCALE: 1/Z' • I'-0' 12 NOT USED 2 -STORY FOOTING ()3)W BLOCK WALL SCALE: 1/2 "=1' TIE VERTICAL REEI.AR TO HORIZATIONAL RESAR W/ S' HOOK GROUTED BOND BEAM 'd C GAS LINE THRU BLOCK (2) IS'RESAR ON CHAIRS °d 1 6 STORY (3)05E SCALE= I •I'-0" (3J *5 REBAR ON CHAIRS 11105 REBAR VERTICALLY W/ CONC. POUR CELL R-4.2 INSULATION ad B• CMU 1/2' GYP. WL. SD. Z WOOD BASE z CLEANOUT REQUIRED W W 4' CONC, REINF, W/ 6'x6 010 WWM OR -- Q FOR INSPECTION Z n FISERMESH ON 6 -MIL POLY Z ETHYLENE VAPOR BARRIER ON ° 0 WELL -COMPACTED CLEAN TERMITE ° `A O TREATED FILL iv 0'-0' FIN. FI -R. r a ° (2) 05 REBAR 0 1-8TORY Z I ° ° , ° TIE VERTICAL (3) 05 REBAR 2 -STORY d ° °d ° ° ll) IS VERT. DOWEL 10 REBAR LAPPED W/ BOND SEAM 16 6' PVC CHASE THRU FOOTING ° . a ° TO HORIZATIONAL da OUTSIDE REBAR TO BE (1) 05 REBAR AT CORNERS - d.a REBAR W/ B' HOOK �d �. CONTINUOUS . • �:■. . �.. 1 _ W/ 29' LAP MIN. d d 4 4I -STORY (2) 05 REBAR ON CHAIRS in OU d° 4 a I'_4° 2 -STORY (3) 05 REBAR ON CHAIRS 2'-I" MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL B REBAR LAP AT FOOTING � AT LINTEL CORNERSD W BLOCK WALL E REINFORCING SCALE: 1/2' -l' -O' BGALE: 1/2' ■ 1'-0' BGALE: 1/Z' • I'-0' SCALE: I/Z' • 1'-0' ALL, ]FXrrERI0R 1F00rrERS A'T ]_'I]LSTISl-I ST,A_R's TO ]BE MIz-.z. 12 13E1 0W _LJ T-TI"IST-C_.TR]BED S0I1L TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' OZ.. MAX 1/2' GYP. WL. -D. WOOD BASE W z lu SECURE ST. PLATE TO SLK W/ ANCHOR BOLT W/ Z' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY -I' p EMBED. MIN. s 32' OC MAX. ° 4 . ° 4' GONG, RE INF. W/ 6'x6' 010 WII.M OR FISER`1ESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL E U 4' 6" 6" 4' (3) 0S REBAR ON CHAIRS 2 -STORY FOOTING &YL FRA�/A WALL SCALE: V! — (1) -6 REBAR VERTICALLY W/ CONC. POUR CELL 6' cMu Z CURB HEIGHT VARIES 4 4' CONC, RE INF. W/ 6'x6' MO WWM OR N ? FIBERMESH ON 6 -MIL POLY T ETHYLENE VAPOR BARRIER ON O I WELL -COMPACTED CLEAN TERMITE TREATED FILL w >z ° (3) 05 REBAR ON CHAIRS • w zS4" 2 -STORY FOOTING 6��AT�GARAGE SCALE: I/2"m 1' O 14 NOT USED (1) 05REMAR VERTICALLY W/ CONC. TEXTURED FINISH POUR CELL VARIES PER ELEV. z S' cMu R-11 INSULATION MIN. w I SECUi� ST. PLATE TO SLAB W/ }" STUDS 16' O.C. MAX Af EXTENDED BLAB 11/2" CURDS HEIGHT VARIES U CUR- HEIGHT VARIES i4 p SIMPSON HIGH STRENGTH EPDXY 9' EMBED. MIN. a 32' OC MAX. 1/2' GYP. WL. BD. SECURE BT. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET IN N W SECURE ST. MPLATE TO SLA- W/ 10d CUT NAILS/ ASONRY NAIL 32' O.C. WOOD BASE ui SECURE PLATE TO W/ SIMPSON HIGH STRENGTH EPDXY T" >Z_ ° da MAX Z nL�571 ANCHOR B OLT LLW 2' SHE E WICsH EMBED. MIN. a 32' OC MAX. ao 4' CONC, REINF. W/ 6'x6'010 UIUM OR �p 4 ° 4' CONI, REINR W/ 6"xb" 010 WWM OR FIBERMESH ON 6 -MIL POLY SIMPSON STRENGTH EPDXY FISERMESH ON 6 -MIL POLY z w ETHYLENE VAPOR BARRIER ON °, ° ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE . ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE m p EMBED. MIN. 32' OC MAX. TREATED FILL _ TREATED FILL Il-gll 05 Z (2) r5 REBAR ON CHAIRS r (3) IE -AR ON CHAIRS U r r 4' CONC, REINF. W/ 6'x6" 010 U1WM OR GARAGE STEP-UP r 4' CONC., REINF. W/ 6'x6' 010 WLLM OR rp d 4' 4" CONC, REINF. W/ 6'xb' 010 UAU'1 OR FI-ERMEBH ON 6 -MIL POLY FI-ERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON z W SCALE: I/2 = -0" FIBERMESH ON b -MIL POLY ETHYLENE VAPOR BARRIER ON r.d °' ', ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE m (1)105 REBAR VERTICALLY W/ CONC. WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE TREATED FILL TREATED FILL '^ U 4" g" 4" TREATED FILL z 4' I' -f0" 4" !3) 05 REBAR ON CHAIRS Z TEXTURED FINISH I 4" (Z) 05 REBAR ON CHAIRS L 4.. 8.. 4" 1 _g i J iv _ - ^ I/2' GYP. WL. BD. RECESS FOR a 1'-0. GARAGE DOOR o (2) 05 RE -AR ON CHAIRS p I WOOD BASE FOR INSPECTION 1' -4 ' 2 -STORY FOOTING z S l d — 1 -STORY FOOTING 1 -STORY FOOTING AT L.B. W. AT B L.B.W. W SCALE: 1/2'■I'-®' NO -UPLIFT 3 W FRIMWALL G��� ^' SCALE: 1/2'=1'-!a' TREATED FILL TREATED FILL (1) 05 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: 1/Z' • I'-0' 12 NOT USED 2 -STORY FOOTING ()3)W BLOCK WALL SCALE: 1/2 "=1' TIE VERTICAL REEI.AR TO HORIZATIONAL RESAR W/ S' HOOK GROUTED BOND BEAM 'd C GAS LINE THRU BLOCK (2) IS'RESAR ON CHAIRS °d 1 6 STORY (3)05E SCALE= I •I'-0" (3J *5 REBAR ON CHAIRS 11105 REBAR VERTICALLY W/ CONC. POUR CELL R-4.2 INSULATION ad B• CMU 1/2' GYP. WL. SD. Z WOOD BASE z CLEANOUT REQUIRED W W 4' CONC, REINF, W/ 6'x6 010 WWM OR -- Q FOR INSPECTION Z n FISERMESH ON 6 -MIL POLY Z ETHYLENE VAPOR BARRIER ON ° 0 WELL -COMPACTED CLEAN TERMITE ° `A O TREATED FILL iv 0'-0' FIN. FI -R. r a ° (2) 05 REBAR 0 1-8TORY Z I ° ° , ° TIE VERTICAL (3) 05 REBAR 2 -STORY d ° °d ° ° ll) IS VERT. DOWEL 10 REBAR LAPPED W/ BOND SEAM 16 6' PVC CHASE THRU FOOTING ° . a ° TO HORIZATIONAL da OUTSIDE REBAR TO BE (1) 05 REBAR AT CORNERS - d.a REBAR W/ B' HOOK �d �. CONTINUOUS . • �:■. . �.. 1 _ W/ 29' LAP MIN. d d 4 4I -STORY (2) 05 REBAR ON CHAIRS in OU d° 4 a I'_4° 2 -STORY (3) 05 REBAR ON CHAIRS 2'-I" MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL B REBAR LAP AT FOOTING � AT LINTEL CORNERSD W BLOCK WALL E REINFORCING SCALE: 1/2' -l' -O' BGALE: 1/2' ■ 1'-0' BGALE: 1/Z' • I'-0' SCALE: I/Z' • 1'-0' ALL, ]FXrrERI0R 1F00rrERS A'T ]_'I]LSTISl-I ST,A_R's TO ]BE MIz-.z. 12 13E1 0W _LJ T-TI"IST-C_.TR]BED S0I1L TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' OZ.. MAX 1/2' GYP. WL. -D. WOOD BASE W z lu SECURE ST. PLATE TO SLK W/ ANCHOR BOLT W/ Z' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY -I' p EMBED. MIN. s 32' OC MAX. ° 4 . ° 4' GONG, RE INF. W/ 6'x6' 010 WII.M OR FISER`1ESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL E U 4' 6" 6" 4' (3) 0S REBAR ON CHAIRS 2 -STORY FOOTING &YL FRA�/A WALL SCALE: V! — (1) -6 REBAR VERTICALLY W/ CONC. POUR CELL 6' cMu Z CURB HEIGHT VARIES 4 4' CONC, RE INF. W/ 6'x6' MO WWM OR N ? FIBERMESH ON 6 -MIL POLY T ETHYLENE VAPOR BARRIER ON O I WELL -COMPACTED CLEAN TERMITE TREATED FILL w >z ° (3) 05 REBAR ON CHAIRS • w zS4" 2 -STORY FOOTING 6��AT�GARAGE SCALE: I/2"m 1' O 14 NOT USED (1) 05REMAR VERTICALLY W/ CONC. POUR CELL VARIES PER ELEV. z S' cMu 5 1/2' s HEAD OF GARAGE VARIES WITH SLOPE w I SECUi� ST. PLATE TO SLAB W/ }" ANCHOR BOLT W/ Z' WASHER SET IN EXTENDED BLAB 11/2" CURDS HEIGHT VARIES U CUR- HEIGHT VARIES i4 p SIMPSON HIGH STRENGTH EPDXY 9' EMBED. MIN. a 32' OC MAX. 1/2' RECESS FOR SERVICE DIR I N W W >Z_ ° da jE 4 ° ■ • r 4' CONC., REINF. W/ 6'x6' 010 WW 1 OR ao 4' CONC, REINF. W/ 6'x6'010 UIUM OR �p 4 ° 4' CONI, REINR W/ 6"xb" 010 WWM OR FIBERMESH ON 6 -MIL POLY _ FI-ERMESH ON 6 -MIL POLY °• FISERMESH ON 6 -MIL POLY z w ETHYLENE VAPOR BARRIER ON °, ° ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE . ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE 1 WELL -COMPACTED GLEAN TERMITE 4" b" 6' 4" 4' TREATED FILL TREATED FILL _ TREATED FILL Il-gll 05 Z (2) r5 REBAR ON CHAIRS W 4" S' 4' (2) 05 REBAR ON CHAIRS (3) IE -AR ON CHAIRS U ° d '' GARAGE STEP-UP SLAB AT GARAGE 1 -STORY FOOTING 6 2 -STORY L.B.W. ° i' SERVICE DOOR LE: 1/Z' • I'-0' 6 AT GARAGE SCALE: i/2' • 1'-®' SCALE: I/2 = -0" (1)105 REBAR VERTICALLY W/ CONC. d° - ° a POUR CELL R-42 INSULATION Z TEXTURED FINISH CLEANOUT REQUIRED W q S' CMU i J iv _ - ^ I/2' GYP. WL. BD. RECESS FOR a 1'-0. GARAGE DOOR p I WOOD BASE FOR INSPECTION °,d4r ° z z S l d — 4' CONC, REINF. W/ 6'x6' 010 WWM OR FIBERMESH ON 6 -MIL POLY ° io dQ F1 ERME H ON o- ILP 010 WWM OR ° ' POLY ETHYLENE VAPOR BARRIER ON ETHYLENE VAPOR BARRIER ;' <°, ETHYLENE A R B WELL -COMPACTED GLEAN TERMITE d WELL COMPACTED GLEAN TERMITE TREATED FILL TREATED FILL (1) 05 REBAR ON CHAIRS !3) 05 MBAR ON CHAIRS O4" 6' 6' 4" 11 GARAGE DOOR FOOTING SCALE: 1/Z' • I'-0' 12 NOT USED 2 -STORY FOOTING ()3)W BLOCK WALL SCALE: 1/2 "=1' TIE VERTICAL REEI.AR TO HORIZATIONAL RESAR W/ S' HOOK GROUTED BOND BEAM 'd C GAS LINE THRU BLOCK (2) IS'RESAR ON CHAIRS °d 1 6 STORY (3)05E SCALE= I •I'-0" (3J *5 REBAR ON CHAIRS 11105 REBAR VERTICALLY W/ CONC. POUR CELL R-4.2 INSULATION ad B• CMU 1/2' GYP. WL. SD. Z WOOD BASE z CLEANOUT REQUIRED W W 4' CONC, REINF, W/ 6'x6 010 WWM OR -- Q FOR INSPECTION Z n FISERMESH ON 6 -MIL POLY Z ETHYLENE VAPOR BARRIER ON ° 0 WELL -COMPACTED CLEAN TERMITE ° `A O TREATED FILL iv 0'-0' FIN. FI -R. r a ° (2) 05 REBAR 0 1-8TORY Z I ° ° , ° TIE VERTICAL (3) 05 REBAR 2 -STORY d ° °d ° ° ll) IS VERT. DOWEL 10 REBAR LAPPED W/ BOND SEAM 16 6' PVC CHASE THRU FOOTING ° . a ° TO HORIZATIONAL da OUTSIDE REBAR TO BE (1) 05 REBAR AT CORNERS - d.a REBAR W/ B' HOOK �d �. CONTINUOUS . • �:■. . �.. 1 _ W/ 29' LAP MIN. d d 4 4I -STORY (2) 05 REBAR ON CHAIRS in OU d° 4 a I'_4° 2 -STORY (3) 05 REBAR ON CHAIRS 2'-I" MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL B REBAR LAP AT FOOTING � AT LINTEL CORNERSD W BLOCK WALL E REINFORCING SCALE: 1/2' -l' -O' BGALE: 1/2' ■ 1'-0' BGALE: 1/Z' • I'-0' SCALE: I/Z' • 1'-0' ALL, ]FXrrERI0R 1F00rrERS A'T ]_'I]LSTISl-I ST,A_R's TO ]BE MIz-.z. 12 13E1 0W _LJ T-TI"IST-C_.TR]BED S0I1L TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' OZ.. MAX 1/2' GYP. WL. -D. WOOD BASE W z lu SECURE ST. PLATE TO SLK W/ ANCHOR BOLT W/ Z' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY -I' p EMBED. MIN. s 32' OC MAX. ° 4 . ° 4' GONG, RE INF. W/ 6'x6' 010 WII.M OR FISER`1ESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL E U 4' 6" 6" 4' (3) 0S REBAR ON CHAIRS 2 -STORY FOOTING &YL FRA�/A WALL SCALE: V! — (1) -6 REBAR VERTICALLY W/ CONC. POUR CELL 6' cMu Z CURB HEIGHT VARIES 4 4' CONC, RE INF. W/ 6'x6' MO WWM OR N ? FIBERMESH ON 6 -MIL POLY T ETHYLENE VAPOR BARRIER ON O I WELL -COMPACTED CLEAN TERMITE TREATED FILL w >z ° (3) 05 REBAR ON CHAIRS • w zS4" 2 -STORY FOOTING 6��AT�GARAGE SCALE: I/2"m 1' O 14 NOT USED HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE SCA E: 1/2' • I'-0' A R C H I T E C T S DesirnGrou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 9UI33DIY. & LOT: TUS C A NORTH LOT#32 PROJECT# 1"703.00 MODEL: "1755" GARAGE SWING: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS CARCHITECT: STATE OF FLORIDA JAMES C�ANTVtlELL AR NO 12079 DATE: 02/11/10 SCALE: 1/4'1=1'-0" GROUTED BOND BEAM VARIES PER ELEV. TIE VERTICAL MBAR L ° TO HORIZATIONAL a, REBAR W/ S' HOOK - VARIES PER ELEV. P ° d '' GROUTED BOND BEAM d d d° - ° a d . CLEANOUT REQUIRED W <[ FOR INSPECTION z d 4' i ° TIE VERTICAL REBAR ° 4 TO 14ORIZATIONAL REBAR W/ e' HOOK d K1 HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE SCA E: 1/2' • I'-0' A R C H I T E C T S DesirnGrou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 9UI33DIY. & LOT: TUS C A NORTH LOT#32 PROJECT# 1"703.00 MODEL: "1755" GARAGE SWING: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS CARCHITECT: STATE OF FLORIDA JAMES C�ANTVtlELL AR NO 12079 DATE: 02/11/10 SCALE: 1/4'1=1'-0" PANEL ANCHOR SEALANT Cr7 a 0 SEALANT 3/6" -EXPANSION STRIP FREE OF MORTAR PANEL ANCHOR 1/4' EXP. BOLT TWO PER ANCHOR v 14 bbl C� WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION SECURE 2x6 MIN. t0 BLK W/ (2),' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4" EMBED. IN SECURE 2x4 ON FLAT TO BLK W/ GUT NAILS. 0 SIDES: 2X6 GARAGE DOOR BUCK W/ (3) VX8' J -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'XYe WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK m CENTER OF DOOR HEADER W/(1) VXV J -BOLTS 4' EMBEDMENT W/ 2'X2 "XIV WASHER AND NUT u GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 1/2' ■ 1' —011 8 NOT USED L INTEL PLATE 3/8' EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO BE MIN. 1/2" DEEP SEE NOTE EXPANSION STRIP PANEL .ANCHOR GLASS BLOCK NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING 6 EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2) 1-1/4" 5-4 HEX WASHER HEAD WITH ANTI -CORROSIVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE TYPE S OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL REINFORCING MORTAR ASPHALT EMULSION O� 1-3/4" X 20 GAUGE X 24" LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END W/(2)12d4EA. UPRIGHT 2X4 SECURED t0 GABLE ENG W/(2)12d 6"-8' O.G. �—L-30 0 GABLE BLOCKING TRUSS 2x4 BLOCKING 6 EA. RAFTER L-30 EA. RAFTER —H2.5 EA. RAFTER 2x4 RAFTER Q 24'O.C. 2x4 FRAMING (TYP) 4 FRAMED OVERHANG N.t.d. 2X4 DBL TOP PLATE 2x4 METAL STUD 24' O.C. 1/2' DRY WALL 2X4 16' O.G. MAX 2X4 Pt. BT. PLATE 1/2' AM W/ IN. 1' EMBEDMENT 2' DIA. WASHER 32' O.G. MAX ` *5 REBAR CONT. WOOD FRAME TO BLK. SCALE: -0' SPARK ARREST 2'-4 1/2' PER MANUFACTURER IX2 PT. TOP OF BOX — �mumwmw�aiae`ua DBL. TOP PLATE 2x4 STUD II II II II TEXTURED FINISH OVER - PAPER HACK EXP. MET. LATH. W/ ON O.S.B. SHEATHING OR J' CDX PLYWOOD PRE. ENCS. TRUSS 1 A Lr PVI LAN U SIMPSON H-5 (MIN.) 2X4 TO TRUSS PRE. ENCS. SP4 OR H-5 TOP PLATE TO STUDS ABY. 10"-0' LEVEL TO ROOF PR 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0' 2A SIMPSON H-5 (MIN.) a 2x4 TO TRUSS 1 CHIMNEY DETAILS PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS IV 16' O.C. MAX SIMPSON LSTA-12 m EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS im 16" O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN j" OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY 0 A TIME. USE 126 NAILS, TWO WITHIN 6" FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SP4 OR H5 0 TOP AND BOTTOM PLATES A EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATH ING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE TYP. EXTERIOR WINDOW/ r� DOOR OPENING WD FRAMED ,SCALE: I/2"w l'-0' NAILING SCHEOULE ROOF DIAPHRAGM USE 111(o" O.S.B. OR 1/2" COX PLY WITH *S RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND *8 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS 0 4' O.G. EXTERIOR SHEATHING USE '1/16" O.S.B. OR 1/2" PLY WITH *8 RING SHANK GUN NAILS AT 6' O.G. AT PANEL SIDES AND *8 RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND *8 RING SHANK GUN NAILS AT 6" D.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED A5 AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. N,4 f L fREaU f RE1`1ENT6 SIZE HEAD LENGTH DIA. TENSILE STIR Sd ROUNDMODIFIED 1 -1/8' .113 110000 OR T 14 HU! ROUGH OPENING UP TO 8'-0' 10d ROUND MODIFIED 21/8' .128 110,000 ORT 4] TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL < TOOL ASSOCIATION 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 HEAP DIAMETERFULL ROUND HEAD 5. 2 INCH NAIL LENGTH ROOF SHEATHING LA -T -OUT AN N WALL 5RACINC FOR G,45LE END EFRA"IING ,4 z� w �IIIIMAommm �o PRecasT LXI a� 14 HU! ROUGH OPENING UP TO 8'-0' p N V to 00 4] . Z@ �u 0 7� ozzg w rPRECAST SILL 91 ommm z� w �IIIIMAommm �o a� 14 HU! �—SECURE 2x TO BLOCK W/ (2) a' TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 J") ~ WITHIN V OF EACH p !� END AND 18" O.G. MAX 41 SPACING. m SHEATHING OR -`o ' COX PLYWOOD 2x4 BLOCKS --CMU WALL � ARCH WINDOW FRAME A SECTION scALE: v2'=I'-0' NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 8 UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPTS OPENINGS *6 RING SHANK GUN NAILS w 4' O.C. TOP 4 507TOM EDGES a r.i.•_iurr�r_e TRUE MTS - 1/1 ro' 2X4 BTM. PLA' MTS - 32' C PRE — TRUSS 2X4 DBL. TOP PLATE 2x4 STUD 16' O.G. 1/1611 03.8. 1/2' A.B. W/ MIN. 71" EMBEDMENT LOCATE 6"-8" FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 S' CMU WALL KNEE WALL DETAIL TO BLOCK SCALE. 1/2'-1'-0" 2X4X4' SECURE TO TRUSS W/ 3-126 6"-8" O.G. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-126 - SECURE TO BLK W/ META -16 '-0" E SCALE: 1/2"=1'-0' 8 RING SHANK GUN FAILS 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.6.5. TO BE STRUCTURAL GRADE) C, *8 2' DECK SCREWS -s 6"-8" O.G. MAX 0 EDGES E 12' O.G. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T<G SUB -FLOOR DECKING GLUED t0 ALL EXPOSED MEMBERS N� PRE -ENG. TRUSS DBL. 2X TOP PLATE "1 /16" O.S.B. 2X BLOCKING 0 TOP OF 1/16" O.S$. 2X STUDS 16" O.C. MAX. 2X BTM. PLATE a 3/4' FLOOR DECKING PRE- ENGINEERED �---' FLOOR TRUSS 2x4 a TOP 4 BOTTOM CONT. HETA-16 BLK. WALL O CONTINUOUS SHEATHING TO BEGIN At TOP OF BLK. W/ 1/4' GAP FROM BLK. TO O.S.B. O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN 0 REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING G TOP OF WOOD FRAMED WALL t0 BE STAGGERED MIN. OF 16' FROM SHEET BELOW �5 INSTALL ALL SHEETS W/FAGE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/2' = I'-0' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 9LTBDIV. 8a LOT: TUSCA NORTH LOT#32 PROJECT# 1703.00 MODEL: 1755" GARAGE SWING: RIGHT PAGE: MISC. DETAILS ARCHITECT: STATE OF FLORIDA t DATW 02/11/10 SCALE: 1/4"=1'-0" z� w �o a� 14 HU! p N V m 4] . Z@ �u 0 ozzg w 91 r.i.•_iurr�r_e TRUE MTS - 1/1 ro' 2X4 BTM. PLA' MTS - 32' C PRE — TRUSS 2X4 DBL. TOP PLATE 2x4 STUD 16' O.G. 1/1611 03.8. 1/2' A.B. W/ MIN. 71" EMBEDMENT LOCATE 6"-8" FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 S' CMU WALL KNEE WALL DETAIL TO BLOCK SCALE. 1/2'-1'-0" 2X4X4' SECURE TO TRUSS W/ 3-126 6"-8" O.G. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-126 - SECURE TO BLK W/ META -16 '-0" E SCALE: 1/2"=1'-0' 8 RING SHANK GUN FAILS 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.6.5. TO BE STRUCTURAL GRADE) C, *8 2' DECK SCREWS -s 6"-8" O.G. MAX 0 EDGES E 12' O.G. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T<G SUB -FLOOR DECKING GLUED t0 ALL EXPOSED MEMBERS N� PRE -ENG. TRUSS DBL. 2X TOP PLATE "1 /16" O.S.B. 2X BLOCKING 0 TOP OF 1/16" O.S$. 2X STUDS 16" O.C. MAX. 2X BTM. PLATE a 3/4' FLOOR DECKING PRE- ENGINEERED �---' FLOOR TRUSS 2x4 a TOP 4 BOTTOM CONT. HETA-16 BLK. WALL O CONTINUOUS SHEATHING TO BEGIN At TOP OF BLK. W/ 1/4' GAP FROM BLK. TO O.S.B. O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN 0 REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING G TOP OF WOOD FRAMED WALL t0 BE STAGGERED MIN. OF 16' FROM SHEET BELOW �5 INSTALL ALL SHEETS W/FAGE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/2' = I'-0' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 9LTBDIV. 8a LOT: TUSCA NORTH LOT#32 PROJECT# 1703.00 MODEL: 1755" GARAGE SWING: RIGHT PAGE: MISC. DETAILS ARCHITECT: STATE OF FLORIDA t DATW 02/11/10 SCALE: 1/4"=1'-0" FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN 2x4 BLOCKING BETWEEN OVER 1*15 FELT PAPER ONFIBERGLASS SHINGLES TRU86E5 AT FIRST TWO BAYS " O.S.B. SHEATHING OR TRUSSES AT FIRST TWO BAYS OVER 1*15 FELT PAPER ON 4'-0" O.C. CAT SI-fEATHING Y --- 4'-0" O.G. (AT SHEATHING CDX PLYWOOD SECURED 1 0.5.5. SHEATHING OR SEAMS) 6 Z PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG GABLE TRU55 77 PRE -ENG GABLE TRUSS PER NAILING SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2) 2x4 NAILER MTL. DRIP EDGE FIBERGLASS SHINGLES 2x4 SUB -BAND 126's a EACH TRUSS OVER 015 FELT PAPER ON CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND TO BE INSTALLED MID. POINT OF " 0.5.8. SHEATHING OR " ALUM. SOFFIT is W/ (2)126's a EACH TRU55 ALUM. SOFFIT TRU55 5PAN, OR 10'-0" O.C. MAX. CDX PLYWOOD SECURED STIFFBACK AT ALL UPRIGHTS TO 5E INSTALLED a MID. OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STIFFBACK AT ALL SEE .ENERGY GORE FORMS PER NAILING SCHEDULE SEALED ENG. FOR SIZE 4 10'-0" O.G. MAX. UPRIGHTS OVER 4'-10° FOR INSULATION R -VALUES. CONDITION.) HIGH (SEE SEALED ENG. S" GYPSUM BOARD OR PRE -ENG TRUSS SEE ENERGY CODE FORMS 1„ SEE ENERGY CODE FORMS FOR 51ZE 4 CONDITION.) HIGH STRENGTH CLG. FOR INSULATION R -VALUES. O.S.B. SHEATHING OR 2 FOR INSULATION R -VALUES. 16 0.5.5. SHEATHING OR 2" BOARD MTL. DRIP EDGE cDx PLYWOOD. ATTACHED ��� GYPSUM BOARD OR 2" CDX PLYWOOD. ATTACHED � 2x4 NAILER " GYPSUM BOARD OR 2" HIGH PER NAILING SCHEDULE ON HIGH STRENGTH CLG. PER NAILING SCHEDULE ON 2x4 SUB -BAND STRENGTH CLG. BOARD SHEET DS 2x4 a24" O.C. a INTERIOR BOARD SHEET D5 KNEE WALL VENTED ALUM. SOFFIT GONG. FILLED LINTEL BLK W/ (1) *S RESAR CONTINUOUS �/s" THICK, 3 COAT CEMENT GONG. FILLED LINTEL BLK 7/8" THICK, 3 COAT CEMENT PLASTER OVER GRADE W/ (1) *S REBAR CONTINUOUS CONC. FILLED LINTEL BLK PRECAST LINTEL D FELT PAPER BACK PLASTER OVER GRADE EMBED. STRAP VERIFY W/ METAL LATH OVER R-4.2 BATT. IN5UL. "D" FELT PAPER BACK W/ (1) *S REBAR CONTINUOUS METAL LATH OVER PRECAST LINTEL TRUSS PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS OR GRADE "D" FELT �-- WINDOW ATTACHMENT AS "THICK, 2 GOAT CEMENT PER MANUFACTURES PAPER PER MANUFACTURES PAPER PER MANUFACTURES PLASTER APPLIED SPECIFICATIONS WEEP SCREED WEEP SCREED SPECIFICATIONS SPECIFICATIONS DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) SECURE GABLE TO 2x& P.T. SECURE GABLE TO 2x& P.T. PRECAST SILL (1) *5 REBAR VERTICALLY (1) *5 REBAR VERTICALLY (1) 05 REBAR VERTICALLY W/ CONS. POUR CELL PLATE W/ 126'5 5" O.C. MAX — W/ GONG. POUR CELL PLATE W/ 126's 5" O.G. MAX W/ CONS. POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO I 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO 1x2 P.T. FURRING STRIPS �` 11 �� a 1 �o O.C. — a (o 11 O.C. BLK W/ '"x9" ANCHOR BOLT W/ a 1� O.C. LK W/ � x9 ANCHOR BOLT W/ --"^ 8" CMU 2" WASHER SET IN SIMPSON 5" CMU 2" WASHER SET IN SfMPSON .Il 5" CMU " I -�� HIGH STRENGTH EPDXY 1" a HIGH STRENGTH EPDXY -I • I �� 1/2 GYP. WL. 5D. EMBED. MIN. a 32" OC MAX. I/2 GYP. WL. BD. EMBED, MIN. a 32" OC MAX. I/2 GYP. WL BD --- WOOD BASE _---- WOOD BASE WOOD BASE °a z14 "THICK, 2 COAT CEMENT°THICK, 2 COAT CEMENT ° —� PLASTER APPLIED ° a �� PLASTER APPLIED I °I a DIRECTLY TO MASONRY Q DIRECTLY TOMASON Y ° 4 a 4 a 4 4 1 -STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT CLG. BLOCK WALL BLOCK WALL B BLOCK WALL SCALE: 3/4"=V-0" IA SCALE: 3/4"=V-0` -0 SCALE: 3/4"=V-0" -0 2X4: ® 2X4: ® 2X4: CEM SECURE TO BLOCK W/ 3(6' SECURE TO BLOCK W/ 3(6" SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 MIN. EMBEDMENT 1 Y4') MIN EMBEDMENT 149 WITHIN 8" OF EACH END a WITHIN S' OF EACH END a WITHIN 8' OF EACH END a 18' O.G. MAX SPACING. 16' O.G. MAX SPACING. 18' O.C. MAX SPACING. S' CMU 2Xh: ® 2X6: ® 2X6: DRYWALL SECURE TO BLOCK W/2-3(6 NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-3(6' SECURE t0 BLOCK W/1-1/4' NOTE: STRUCTURAL MUST TAPCONS OR DRIVE PIN BE ON OUTSIDE a SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN BE ON OUTSIDE a SECURED 1"X4' OR I"X2' P.T. NAILERF1 M 5 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE a SECURED (MIN. SHANK SIZE .145 THROUGH NOM 1x4 P.T. OR /4'X4' MIN. SECURE MIN. HEAD SIZE 300 3(e Ya TAPCON MIN. 1-' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 ETAPCON MI STRUCTURAL N. THRU FRAME a EXTEND 1-Y4' MIN. EMBEDMENT 1)'4') EMBEDMENT INTO 5LOGK MIN. EMBEDMENT 1 Y4") 3(6" TAPCON MIN. 1-)4' MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK INTO BLOCK W/ % TAPCONS WITHIN 8" OF EACH END a a, CMU WITHIN S' OF EACH END a EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END < all CMU 1/1(011 O.5.B. OR �" CDX ((MIN. SHANK SIZE .145 DRIVE PIN 18' OG MAX SPACING. 12' DRYWALL 18' O.G. MAX SPACING. 18' O.G. MAX SPACING. 8" CMU )6' DRYWALL TYVEK BUILDING; WRAP MIN. HEAD SIZE .300 2X8: ® I"X4' OR I'X2' P.T. NAILER 2X8: ® )5' DRYWALL SECURE BLOCK W/I-1/4' I'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 1-Y4' SECURE TO BLOCK W/2-3(6' SECURE TO BLOCK W/2-3(6 , WITHIN 8' OF EACH END a 18' TAPCONS OR DRIVE PIN �(6' O.S.B. X 4' MIN. TAPCONS OR DRIVE PIN I X4 OR I X2 P.T. NAILER TAPCONS OR DRIVE PIN i(6' O.SS. X 4" MIN. PAPER BACK O.G. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 --DOOR CASING; (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 �_ MIN. HEAD SIZE 300 GALV D MTL. LATH DOOR CASING MIN. EMBEDMENT 1 Y4") DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4°) DOOR JAMS OR WINDOW MIN. EMBEDMENT 1 Y4") DOOR JAMS OR WINDOW ATTACH TO 2X PER ATTACH t0 2X PER ATTACH TO 2X PER TEXTURED DOOR JAMB OR WINDOW WITHIN S" OF EACH END a MANUFACTURES DETAILS. WITHIN s OF EACH END A MANUFACTURES DETAILS. WITHIN S OF EACH END a MANUFACTURES DETAILS. ATTACH t0 2X PER 18' O.G. MAX SPACING. 18' O.G. MAX SPACING. 18 O.C. MAX SPACING. FINISH a WOOD MANUFACTURES DETAILS. WOOD WEEP SCREED 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 JAMS (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4") CONSTRUCT ION " /" -i 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 A. WINDOW TO BLOCK +3 4 OR +5 4 WINDOW TO BLOCK +1-15 16" WINDOW TO BLOCK +3" WINDOW TO BLOCK +3-7 16" C ._ . EI' -V-0" SCALE: 1 -I -0 SCALE: SCALE: 1 -1 -0 2x4: ® 2X4: ® 2x4: ®g 2x4: CM S" CMU SECURE TO BLOCK W/ 3(6' SECURE TO BLOCK W/ 3(6' SECURE TO BLOCK W/ X16' SECURE TO BLOCK W&V TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1/2" TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 FfNIS1-f MASONRY MIN. EMBEDMENT 1,49 MIN. EMBEDMENT i Y4') MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT 1 Y4') WITHIN S' OF EACH END a WITHIN 8 OF EACH END a WITHIN 8 OF EACH END a BE ON OUTSIDE a SECURED WITHIN 8 OF EACH END a 18' O.C. MAX SPACING:. 1S' O.G. MAX SPACING. 18' O.G. MAX SPACING. THROUGH NON-STRUCTURAL 18' O.G. MAX SPACING. 2X6: ® 2X6: CED 2X6: ® 3(6" TAPCON MIN. 1-)4' 2X6: CIM SECURE t0 BLOCK W/2-346' SECURE TO BLOCK W/2-3(6' NOTE. STRUCTURAL 2X MUST SECURE TO BLOCK W/2-3(6" EMBEDMENT INTO BLOCK. SECURE t0 BLOCK W/I-1/4 TAPCONS OR DRIVE PINTAPGPC ONS OR DRIVE PIN BE ON OUTSIDE a SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145F1 s (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 a" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE a SECURED MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 3(6' TAPCON MIN. 144' MIN. HEAD SIZE 300 X6' DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL WE E F' SCREED MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4") I'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 1 Y4') 3Wr' TAPCON MIN 1-Y4' DETAIL � WITHIN 8' OF EACH END a WITHIN 8" OF EACH END a 8" GMU WITHIN S" of EACH END a WITHIN S' OF EACH END a a"ISEDMENT INTO BLOCK 18' O.C. MAX SPACING. 18' O.G. MAX SPACING. 18 O.C. MAX SPACING. 2ND 2X SECURE TO 18' O.G. MAX SPACING;. , CONNECTION �`� /� 8' CMU' DRYWALL STRUCTURAL MEMBER W/(2)12d 8 CMU 1. i ®N N C T I O N OD TO 2X8: ® 2XS: ® 2X8: ® r 2X8: ®' DRYWALL LOCK SECURE TO BLOCK W/2-3(6' 14 DRYWALL SECURE t0 BLOCK W/2-)(6 I'X4 OR I'X2' P.T. NAILER SECURE t0 BLOCK W/2-3(6' WITHIN 8 OF EACH END a 6 SECURE TO BLOCK W/i-I/4' , TAPCONS OR DRIVE PIN 1X4' OR 1X2' P.T. NAILER TAPCONS OR DRIVE PIN 1 P.T. X 4 MIN. TAPCONS OR DRIVE PIN TOS O.C. MAX TAPCONS OR DRIVE PIN I X4 OR 1X2 P.T. NAILER SCALE: 1 1/2"=I' -0'l (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 --DOOR CASIW_% (MIN. SHANK. SIZE .145 —DOOR CASING (MIN. SHANK SIZE .145 1' P.T. X 4' MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR JAMS OR WINDOW DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR CASING MIN. EMBEDMENT 1 Y4") ATTACH TO 2X PER MIN. EMBEDMENT 1 Y49 ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4") ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4') POOR JAMB OR WINDOW WITHIN 8' OF EACH END a MANUFACTURES DETAILSWITHIN 8" OF EACH END a MANUFACTURES DETAILSWITHIN 8' OF EACH END a MANUFACTURES DETAILS. WITHIN S" OF EACH END a ATTACH TO 2X PER . . 18' O.C. MAX SPACING. 1S' O.C. MAX SPACING. 18' D.C. MAX SPACING. 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED )/49 DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" B WINDOW TO BLOCK +1-1/2 I) WINDOW TO BLOCK +2 1/4" F WINDOW TO BLOCK +3" H WINDOW TO BLOCK +3 3/4" SCALE: I"=1' -0' SCALE: 1' =1' - 0' SCALE: 1' =1' -0" SCALE: _ -0 A R C H IT E C T S Design Group Inc. 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774-607FAX: 407-774407www.abdesigngroup AA #: 0003325 stmDIV. & LOT: TUSCA NORTH LOT#32 PROJECT# 1"703.00 MODEI» "1755" GARAGE SWING: RIGHT PAGE: MONOLITHIC 1- STORY WALL SECTIONS & NOTES ARCHITECT: STATE OF FLORIDA �r I � ,�,,,!j : 02/1110 ALE: 1/4"=1'-0" F-15ERGLA55 SHINGLES OVER #1S FELT PAPER ON I1" O.S.5. SHEATHING OR 2" CDX PLYWOOD SECURED PER NAILING SCHEDULE PRE - ENG TRUSS MTL. DRIP EDGE 2x4 6U5-5AND VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS r O.S.5. SHEATHING OF, CDX PL`rWODD. ATTACHED PER NAILING SCHEDULE ON SHEET DS. 3/8" THICK, 3 COAT CEMENT PLASTER OVER GRADE "D" FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D" FELT PAPER NOTE: SHEATHING MUST NOT BREAK 1'-0" MIN. FROM 2ND FLR LINE 2x4 CONT. a TOP AND 5T. OF FLR TRUSS (TOP 2x4 SUPPORTS 5T PLATE OF 2ND FLR, 5T. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRUSS PLAN a"THICK, 2 COAT CEMENT PLASTER ADPL IED DIRECTLY TO MASONRY 2— STORY FIRST FLOOR BLOCK SECOND FLOOR ]FRAME SCALE: 3/4`=V-0" 2x STUD5 6 16" O.C. M, R-11 BATT. INSUI " T 4 G 6U5FLOOR G AND NAILED Ar - NAILING SCHE PRE -ENG FLOOR' S IMPSON HETA -fro Er STRAP 6 32" O.G. MAX V W/ TRUSS " GYPSUM BOARD HIGH STRENGTH CLG. 5( EE ENERGY CODE FORMS OR INSULATION R -VALUES. " GYPSUM BOARD OR IIGH STRENGTH CLG. 3OARD WIST STRAP VERIFY W/ RUSS PLAN UINDOW ATTACHMENT AS 3ER MANUFACTURES SPEC IF IGAT IONS UINDOW SILL ?x STUDS e 1(o" O.C. MAX W/ R-11 BATT. INSUL. MIN. f" T 4 G 5U5FLOOR GLUED AND NAILED AS PER SAILING SCHEDULE PRE -ENG FLOOR TRUSS ( INSTALL PER MFG. SPECS.) s" GYPSUM BOARD OR "" HIGH STRENGTH CLG. 50ARD CONC. FILLED LINTEL 5LK W/ (1) *S RE5AR CONTINUOUS R-4.2 BATT. INSUL. PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 RE5AR VERTICALLY W/ CONC. FOUR CELL Ix2 P.T. FURRING STRIPS 1(o" O.c. S" CMU 1/2" GYP. WL. 5D. WOOD SASE 16 0.5.5. SHEATHING OR �" CDX PL'Y'WOOD. ATTACHED PER NAILING SCHEDULE ON SHEET DS j"THICK, 3 GOAT CEMENT PLASTER APPLIED TO METAL LATH OVER 2 LAYERS OF GRADE D BUILDING PAPER OR PAPER SACKED LATH OVER AN APPROVED HOUSE WRAP 2 x4 CONT. -8 TOP AND 5T. OF — FLR TRUSS (TOP 2x4 SUPPORTS 5T PLATE OF 2ND FLR, 5T. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRUSS PLAN J"THICK, 2 COAT CEMENT-----"' PLASTER APPLIED DIRECTLY TO MASONRY FIBERGLASS SHINGLES OVER 015 FELT PAPER ON -1/16" 0.5.5. SHEATHING OR "" CDX PLYWOOD SECURED PER NAILING SCHEDULE MTL. DRIP EDGE 2x4 SU5-5AND ALUM. SOFFIT STIFF5ACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ a"x6" THRU-5OLT5 32 " D.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 8" O.G. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 6 24" O.C. MAX WINDOOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS 16 O.S.B. SHEATHING OR 2" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 78" THICK, 3 COAT CEMENT PLASTER OVER GRADE "D" FELT PAPER PACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D" FELT PAPER - NOTE: SHEATHING MUST NOT BREAK 1'-0" MIN. FROM 2ND FLR LINE 2x4 CONT. -8 TOP AND 5T. OF FLR TRUSS (TOP 2x4 SUPPORTS 5T PLATE OF 2ND FLR, 5T, 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRUSS PLAN "THICK, 2 COAT GEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY GABLE FIRST FLOOR BLOCK SECOND FLOOR FRAME-.---- SCALE: RAME-.---- SCALE: 3/4"=l'-01' 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAPS 4'-0" O.G. (AT SHEATHING SEAMS) PRE -ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's Q EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R -VALUES. 8" GYPSUM BOARD OR HIGH STRENGTH CLG. 5014RD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS WINDOW SILL 2x STUDS -8 16" O.G. MAX W/ R-11 BATT. INSUL. MIN. i" T 4 G SU5FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE - ENG FLOOR TRUSS ( INSTALL PER MFG. SPECS.) $" GYPSUM BOARD OR HIGH STRENGTH CLG. 50ARD CONC. FILLED LINTEL 5LK W/ (1) 05 RE5AR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) S RE5AR VERTICALLY W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS 6 16 " D.C. 8" CMU 1/2" GYP. WL. 5D. WOOD BASE 2x STUDS -0 16" O.C. MAX W/ 1/1(o" 0.8.5. OR i" CDX R-11 BATT. INSUL. MIN. T 4 G SUSFLDOR GLUED T`I'VEK BUILDING WRA AND NAILED AS PER PAPER BACK NAILING SCHEDULE GALV'D MTL. LATH -1/8" TEXTURED ff' FINISH a WOOD WOOD f° WEEP SCREED CONSTRUCTION z PRE -ENG FLOOR TRUSS all CMU 4 GYPSUM 50ARD OR 1/2" TEXTURED HIGH STRENGTH CLG. FINISH a MA50NRY BOARD CONC. FILLED LINTEL 5LK W/ (1) 05 RE5AR CONTINUOUS FLOOR CONNECTION AT PARALLEL/ PERPENDICULAR PRE— ENG FLOOR TRUSS SCALE: 3/4 =1 -0 WEEP SCREED DETAIL C WOOD TO 2 A LOCK CONNECTION SCALE: 1 1/2 =1 -0 A R C H I T E C T 8 Des2Grouo1c . 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUDDIV. & LOT: TUSCA NORTH LOT#32 PROJ'ECT# 1703.00 MODEL: "1755" GARAGE SWING: RIGHT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA iKZ•r�; DAJP*: 02/11/10 SCALE: 1/4"=1'-0" SHEET ID 4or�01 *NOTE: NAIL SHEATHING TO ,ALL 2X AS PER EXT. SHEATHING NAILING-:, Sol 4" O.C. 1 IAX EDGES 4 (o" -S" O.C. i" IAX IN THE FIELD PRECAST HEADER(MIN)- 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 8' FROM EACH END AND Vj# O.C. MAX. MIN 1-1/4' EMBEDMENTj3-:D 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON� OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 2X4 SOLID #BLOCKING MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/ 8' FROM EACH END AND 18' MIN. 2-12d PER BLK EA. END O.G. MAX. MIN 1-1/4' EMBEDMENT 1/16' OSB SHEATHING CMU WALL ARCHWAY DETAIL 1 16" AND UNDER DBL. TOP PLATE 2X4 16' O.C. MAX SECURE 2X4 TO WOOD W/2 -12d A 6"-V O.C. STAGGERED SECURE 2x4 W/ 2-W6' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4' UJ/IN 8' EA. END NOT TO EXCEED 18'O.C. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER BLK. EA. END 3 EXTERIOR ARCHWAY SCALE: 1l� xb' O.S.B. ORY.1' PLYWOOD SHEATHING 015 BLDG. FELT 24' WIDE 26 GA. GALVANIZED METAL FLASHING MUST ADD D19'10, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. 0 FIBERGLASS SHINGLES PRE - B TRUSS 1/2" CLG. BOARD 4 TEXT. SIMPSON SP4J 2X4 DBL. TOP PLATE a EVERY I/2" DRYWALL OTHER STUD 2X4 WOOD STUDS 616' O.G., U.N.O. ON TRUSS PLAN 2X4 CONT. STRESS BLOCKING MID -WALL 2X4 PT. PLATE SIMPSON SP4 m 32" O.G. MAX 1/2'X9" A.B. 32' O.G. 1" EMBEDMENT A CCONC. SLAB 2 *5's CONT. 1 -STORY �INT�.BE�ARING WALL .2' NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. DBL. TOP PLATE 2X4 16' O.G. MAX SECURE 2X4 W/ 2-3i{s" TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4' LU/IN 8" EA. END NOT TO EXCEED 18' O.G. MAX 2X4 SOLIC BLOCKING SECURE TO SHEATHING WITI- MIN. 2-12d PER BLK EXTERIOR ARCHWAY EA. SND WITH WINDOW SCALE: I/2"=1'-0' PRECAST HEADER(MIN) 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON �-.. OR DRIVE PIN (MIN SHANK SIZE.145 �- MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' O.G. MAX. MIN 1-1/4" EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 1/16' OSB SHEATHING MIN EMBEDMENT 1 1/4') 2X4 16' O.C. MAX. 8' FROM EACH END AND 18' (WHEN OVER 16' IN HEIGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BLK EA. END ARC4WAY DETAIL 4 16 AND UP SCALE: 1/2"=1'-0' ��CLOSED VALLEY FLASHING DETAIL N.T.S. DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS 0 16' O.G. MAX J" T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 's 32' O.C. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS w 16' O.C. MAX 1/2' GYP. WL. BD. SECURE BT. PLATE TO SLAB W/ i'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1" EMBED. MIN. SIMPSON SP4 6 32' O.G. MAX 7 INT. 2 -STORY L. B. W. SCALE: 1/2"=1'-0' DBL. TOP PLATE SECURE 2 X RIP TO FIT W/2-12dS 6"-8' O.C. MAX. 1/8" TEXTURED FINISH 1/16" OSB SHEATHING 2 X 4 16' O.G. MAX., (WHEN OVER 16' IN HIEGHT.) 2 X 4 (WHEN OVER; 16" IN HIEG14T.) 1/4' TEMPERED MASONITE GLUE 4 NAIL W/8d'S 8"-12" O.G. IF NEEDED. 2 X SOLID BLK'G m ARCH SECURE W/2 -12d EACH END ATTACHMENT PER MANUFACTURER'S SPECS. MTL WDW FRAME *NOTE; NO GAP 0 WDW FRAME TO EXCEED 1/4" ARCHWAY DETAIL A CUTAWAY SCALE: 1/2' = I'-0' 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND IS" EXISTING BLK ABY. O.G. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/8" TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 -1/16'065 SHEATHING MIN EMBEDMENT 1 1/4') 2 X 4 16' O.C. MAX. 8' FROM EACH END AND 18' (WHEN OVER 16' IN HEIGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 16' IN HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.145 2 X SOLID BLK'G a ARCH MIN HEAD SIZE 300 SECURE W/2 -12d EACH END MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' ATTACHMENT PER O.G. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPECS. MTL WDW FRAME 1/4' TEMPERED MASONITE *NOTE- NO GAP WDW FRAME GLUE 4 NAIL W/8d'S 8'-12' O.C. TO EXCEED 1/4" IF NEEDED. ARCHWAY DETAIL B CUTAWAY ASPHALT SHINGLES OVER " 15 FELT ON 1/16' O.S.B. PRE -ENG TRUSSES OR PRE -ENG GABLE TRUSS CONV. FRAMED RAFTERS SPF StfFFBAGK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 2x4 SPF 51 -OC -KG BTWEENSSES AT FIRST TWO BAYS 4'-0' O.C. (AT RSHEATHING ' O,S.B. SHEATHING OR"� COX PLYWOOD SECURED CONT. 2x4 SPF RAT RUN PER NAILING SCHEDULE SECURED W/ (2) 12d's a EACH TRUSS 2x4 BLOCKING UNDER (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) WALL STUDS SGURE 12d's a EACH TRUSS (DIAGONAL BETWEEN TRUSS BAYS W/ X -BRACING TO COVER 5-TRU55ES (3) 12d's EACH END 2x DOUBLE TOP PLATE I" GYPSUM BOARD OR HIGH STRENGTH CLG. STUDS ® 16' O.G. NOTE: BOARD MTS -12 6 EVER STUD DIAGONAL BRACE 0 CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE a ANY SPAN 15'-0" OR GRATER REFER TO 2X4 BT. PLATE TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-0" (1) X -BRACE 30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE a CENTER AND (2) DORMER BRACE DIVIDED EQUALY FROM CENTER t0 END 8 ATTACHMENT SCALE: 1/2' =1' -0' 9 GABLE X -BRACING SCALE: 1/2' =1' - 0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1x8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS s EA. TRUSS RAFTER TO TRUSS MTS -12 CREATE VOID FOR STRAP PENETRATION- ROOF ENETRATION- ROOF DECKING OVER PRE -ENCS TRUSSES - PRE -ENG. Til ALTERNATE CONNECTION MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES �i g-QONV. FRAMED ROOF SCALE: 1/2' =1' -0" 0'-0' TO 30'-0" (1) 'X' BRACE 30'-1' TO 60'-0" (3) 'X' BRACE (1 'X' BRACE 0 CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER * 15 FELT ON 1/16' O.S.B. (2) 2X4 02 SYP DIAGONAIL BRACE —� W/ 3-12d tv EA TRUSS ( DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) IOd NAILS EA END TO TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 1/16' OSB SHEATHING USE 8d NAILS At 4' o.c. EDGE 4 6' o.c. FIELD 2X4 W/ 3/8' X 5 LAG 032" O.C. MAX. OR SIMPSON MSTA-24 A 32' O.G. MAX. SHEATHING NAILING TO BE 6"-8" O.C. IN FIELD 4" O.G ®ALL EDGES W/Sd NAILS D5L 2XIo SCALE: 1/2' =1' -0" FINISH -s LANDING 3/4" PL`rWOOD F.F. TRUSS 24" o.c. 1/2" CLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) 12d a EA. TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16' O.C. MAX. 1211 " 1115 UPLIFT SIMPSOM HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL M 2350 UPLIFT (2) SIMP50M HTSM20 ONE EA. SIDE OF TRUSS OPPOSITE SIDE OF BLOCK 111/10 10d t0 TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER V APART 12 TRUSS ANCHOR RETROFIT N.T.S. 3/4" PL1'UJOOD WIT LANDING DETAIL 4 12-D COMMONS NAILED THRU 3/4 FINISH a LANDING•: PLYWOOD INTO 3/4" PLYWOOD F.F. EACH STRINGER 3-2x12 5YF STRINGER D5L 2X12 REINFORCED W/2X4 SPF OR JOIST CU W/CONT. 5EAD OF SU5 -FLOOR ADHE51 VE PL -400 OR 51MILAR 1 EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3)#S 3" SCREWS 6 EA STRINGER, UNTHREADED SHANK TO EXTEND 5EYOND THICKNESS OF SU5-FLOOR SHEATHING NOTE: STAIRS RISERS TO CONFORM TO 1=5C 2007 36" MIN. FIN15H WINDER --DETAIL / LESS THAN 4" TYP. 12 TREAD BETWEEN SPINDLES T TO FIT 1X8 RISER 1m° IRA 2R+1T=24"-2 (3) 106 CUT NAILS 2X4 P.T. 3/1ro" MAX. VARIATION IN RISERS/T EADS SLEEPER INTO ADJACENT TO EACH OTHER SLAB 3/5" MAX. VARIATION IN ANY RISE /TREAD HANDRAIL CIRCULAR CROSS SEC ION DIA. TO 5E 1 3/4" +-1/4" OR PROVIDE E UIVALENT HAND RAIL 1/2" DR"'WALL -� 1X10 ;BRIM --�" -1 " NOS INP TYP. m GRA5PA5ILIT1r 3 STAIR ACTION DETAILS WINDERS- MIN. Gam" WIDE a NARROW ND MIN. 11" WIDTH -w 12 " FROM NARROW D SGAL 34" MIN. HANDRAIL HGT. A R C H IT E C T S 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU'13DIV. 8c IAT: TUSCA NORTH LOT# 32 ]PRO JEC T# 1703.00 MODEL. 1755" GARAGE STING•: RIGHT PAGE: mISC. DETAILS ARCHITECT STATE OF FLORIDA DA : 02/11/10 :SCALE: S IAZET or