Loading...
HomeMy WebLinkAbout2241 Tulip Valley Pt 10-1023 (a)9 13 -AlK, 7 0 FOR: VIM, w_m_i www. arnor-ton. com CBC1 252212 5850 T. G. LEE BLVD. SUITE 600 U • STATE OF FLORIDA I DESIGN CRITERIA: ORLANDO, F=L. 32822 Tft1: (407) 850-5200 Fax: (407) 850-5300 CERTIFIED BUILDING CONTRACTOR: .FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV, 192007 W/2009 SUPPLEMENT AADD J. PG FLORIDA FIRE PREVENTION CODE ALT. D.R. HORTON HOMES • NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION P. na 5850 T.G. LEE BLVD. SUITE 600 'ALL LOCAL AND STATE CODES CAB ORLANDO, FL, 32822 113.1— LINTEL SCHEDULE (WEKIWA) CLR. TEL: (407) 850-5200 CENTER LINE MTD. MOUNTED CABINET MTL. METAL O CPTH FAX: (407) 850-5300 .00CUPANCY — RESIDENTIAL, GROUP R3 C. D.T. PLAN *CONSTRUCTION TYPE — VB D.G. "A" FRONT & REAR MIN. INTERIOR FINISH — CLASS B DIA. CONCRETE PL PROPERTY LINE CARPET P.B. PUSH BUTTON o BASIC WIND SPEED — 120 MPH (M/S) DIM. PG • 1 -STORY RESIDENCE — DP. PG STATE OF FLORIDA • 2�-STORY RESIDENCE — MAX. HEIGHT AS PER DR. . PROFESSIONAL ARCHITECT: LOCAL AND STATE CODES DTL. D.W. DUAL GLAZED PR. PAIR WALL SECTIONS SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 EA. JAMES CANTWELL USED FOR DESIGN INCLUDE: ELEV, EQ. AR N O 12079 • CONCRETE MASONRY RESIDENTIAL EXT. . • CONSTRUCTION WOOD FRAME CONSTRUCTION F.G./FX . o AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G. A.B. DESIGN GROUP, INC. F R, SQ.FT. CALL. S 1441 NORTH RONALD REAGAN BLVD. FLUOR. LONGWOOD, FLORIDA 32`750 L f V INCA 19-10 SQ. FT. FTG. FG. Tel: (407) 774-6078GARAGE 406 5Q. FT. GAR. DISP. Fax: (407) 7'74-4078 ENTRY ELEV "A" "5" 24 5Q. FT. G.F.I. GL. ENTRY ELEV. "G" "D" 101 SQ. FT. GYP. BD. H.B. H.C. HDR. ELEVATION S.H. SINGLE HUNG ELEV. ",4" 4 11511 2400 5Q. FT. SU . HT HGT.TOTAL EQUAL SHT. SHEET INT. ' j TOTAL I O I AL ELEV. IICI' 4 IID I' 2483 SQ. FT_ PATIO 35 SQ. 1=T. i OPT. COV. PATIO 50 SQ. FT. EXTERIOR SHWR. SHOWER ABBREVIATIONS REVISIONS ABOVE LAV. LAVATORY REV. DATE DESCRIPTION PG 11/3/08 D.R.N 5A5E MODEL CHANGES AIR CONDITIONING LUM. LUMINOUS ADJUSTABLE M.C. MEDICINE CABINET 1A—DOWEL 4/20/09 R.L. REVISIONS - REMOVE IIEII 4 IIFII ELEVATIONS ALTERNATE MFR. MANUFACTURER AMPERAGE MIN. MINIMUM PG 113.1— LINTEL SCHEDULE (WEKIWA) PLUM5-CUT OVERHANGS, RAISE 5RG. HGTS. TO BOARD M.T. METAL THRESHOLD CENTER LINE MTD. MOUNTED CABINET MTL. METAL 1C—WIND LOAD CALCULATIONS IAII 4 11511 ELEVATIONS (51 -all ON 11,411 CEILING N.T.S. NOT TO SCALE CLEAR O.C. ON CENTER PLAN 11/05/O9 ADDED RANE r COMPONENT'S ENCS. "A" FRONT & REAR 03/01/10 CONTROL DATE (N0 SHEETS AFFECTED) CONCRETE PL PROPERTY LINE CARPET P.B. PUSH BUTTON PG 5AB—TRUSS PLAN ELEVATION "A" PG CERAMIC TILE PH, PHONE DRYER PLT. PLATE PG D1—FOUNDATION DETAILS PG D2—MISC. DETAILS DOUBLE PLYWD. PLYWOOD DUAL GLAZED PR. PAIR WALL SECTIONS PG D4—MISC. DIAMETER P.T. PRESSURE 'CREATED PG D5—MISC. DETAILS DIMENSION R. RISER DISPOSAL RAD. RADIUS DEEP R.A.G. RETURN AIR GRILL DOOR REF, REFRIGERATOR DOWNSPOUT R.M. ROOM DETAIL R.O. ROUGH OPENING DISHWASHER S.C. SOLID CORE EXT DR EACH S.D. SMOKE DETECTOR ELEVATION S.H. SINGLE HUNG EQUAL SHT. SHEET EXHAUST SHTHG. SHEATHING i 0 EXTERIOR SHWR. SHOWER FIXED GLASS SIM. SIMILAR FUEL GAS SL. SLIDING FINISH SL. GL. SLIDING GLASS FLOOR STD. STANDARD FLUORESCENT SWS SHEAR WALL FRENCH DOOR SECTION 'O P„ FOOTING TEMP. TEMPERED GLASS GAUGE THK. THICK' �o GARBAGE DISPOSAL T.O.C. TOP OF CURB'"`.,, GROUND -FAULT CIRCUIT T.Q.P. TOP OF PLATE q INTERRUPTER T.O.S. TOP OF SLAB GLASS TYP. TYPICAL h GYPSUM BOARD U.N.O. UNLESS NOTED HOSE BIB OTHERWISE HOLLOW CORE V.P. VAPOR PROOF HEADER W. WASHER HEIGHT W/ WITH A Z INSULATION WD, WOOD INTERIOR WDW, WINDOW W/H WATER HEATER W.I. WROUGHT IRON E4 GANFORD BUILDING pIs"F r -n4wE PLANS ARE RLMEWED AND coNDM ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL 8 CONSTRUED TO BE A LICENSE TO PROCEED WIT THE WORK AND NOT AS AUTHORITY TO VIOL.ATI CANCEL, ALTER, OR SET ASIDE ANY OF TH PROVISIONS OFTHE TECHNICAL CODES, NOR SHAL ISSUANCE OF A PERMIT P'REVEN'T THE BUILDIN DEPT FROM THEREAFTER REQUIRING A CORRM TION Or ERRORS ON THE PLANS, CONSTRUCTIO OR OTHER VIOLBL41ONS Or THE CODES - INDEX OF DRAWINGS SHEET # DESCRIPTION PG C1—COVER PAGE PG GN— GE] RAL NOTES PG 1—FOUNDATION PLAN PG 1A—DOWEL PLAN PG 113— LINTEL SCHEDULE (CAST—CRETE) PG 113.1— LINTEL SCHEDULE (WEKIWA) PG 113.2— 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 5AB—TRUSS PLAN ELEVATION "A" PG 6—ELECTRICAL PLAN PG D1—FOUNDATION DETAILS PG D2—MISC. DETAILS PG D3-1—STORY WALL SECTIONS PG D4—MISC. DETAILS PG D5—MISC. DETAILS A R C HIT E C T S Des!gn GrouErn�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA NORTH LOT X13 PROJECT# 1703.00 MODEL.: "1970„ GARAGE SV#MG: LEFT PAGE: COVER PAGE rARCHITECT. STATE OF FLORIDA 0 20,11) NO 12079 DATE: 03/09/10 SCALE: 1/4"=1? -0" SHEET C 1 0F'1'6� W w W W i 0 �o q U h 0 A Z E4 SUBDIV. & LOT: TUSCA NORTH LOT X13 PROJECT# 1703.00 MODEL.: "1970„ GARAGE SV#MG: LEFT PAGE: COVER PAGE rARCHITECT. STATE OF FLORIDA 0 20,11) NO 12079 DATE: 03/09/10 SCALE: 1/4"=1? -0" SHEET C 1 0F'1'6� GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) L SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS WIOUT STORAGE /0 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 ** "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 INSTRUCTIONSSHALLBE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE T- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 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 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. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.11 ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/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 T-O'TRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/a" D. BEAMS, COLUMNS: L PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, LINO. Fb =1,500 PSI Fv =175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7116" 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 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 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 3/" 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, a" 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 I T E C T S 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-40www.abdesigngroup AA #: 0003325 SLJHDIV. 8e LOT: TUSCA NORTH LOT X13 PROJECT# 1703.00 MODEL.- " 19 7 0 ODEL:"1970 GARAGE SWING: LEFT PAGE: GENERAL NOTES mmm ARCHITECT. STATE OF FLORIDA MAR 1. DBEs 03/09/10 SCALE: SHEET GN OP"l w w 0 w w d o � O z A U 0 a SLJHDIV. 8e LOT: TUSCA NORTH LOT X13 PROJECT# 1703.00 MODEL.- " 19 7 0 ODEL:"1970 GARAGE SWING: LEFT PAGE: GENERAL NOTES mmm ARCHITECT. STATE OF FLORIDA MAR 1. DBEs 03/09/10 SCALE: SHEET GN OP"l 11 4 CONC. 1 SLAT D1 pi D1 '-o"-0" ,2'-m" ICJ' -o" 14'-0II FOUNDATION PLAN—ELEV. "A" & B r_ _7 I LAY. 1142X60 I N I k TUB 1 1 ° IT T lu IT --� F4� I 4mx4¢� OPT. OWNER'S BATH FE 0 — — S I -31/2" Dl � 0 ■ ■ -4 1/2" ■ ■ L -L �I I ■ ■ i'-4" — ---_F- 24"X24"X12" CONC PAD W/3 -*5 BARS I ■ E.W. ON CHAIRS MIN. 3" COVER (3-TYP) . ■ 411 GONG. SLAB 13' -ICJ 'I ELEVATION " C" & " D" 10'-01, 21-3" 24"X24"X12" GONG. — PAD W/3-05 BARS 4 1/2 " E.W. ON CHAIRS _0� 4 MIN, 3" COVER W CONIC— (2 TYP) 4 I I 0 - SLAB I - -3 1/2 -JA 'I" D1 30 1- 211 ■ �cov. PORCH SECURE STRAP t0 CONC. W/ (2)-3/16"X2' TAP -CONS CONC. S AIG UNIT SIMPSON WB ROLL SCRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) *8x1 1/4 SPT MTL SCREWS A1C CONNECTION 1'0 PAD DETAIL A R C H I T E C T S GDesign roupr,nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 H w w � Q 0 U z CQ A 0 A SUHDIV. & LOT: TUS C A NORTH LOT #13 PROJECT# 1703.00 MODEL: "1970 „ GARAGE SITING: LEFT PAGE: FOUNDATIO PLAN mmmm000 ARCHITECT= STATE OF FLORIDA PRINT DATE: 03/09/10 SCALE: 1/4"=1'-0" .SHEET 1 0rl 6 Lr 'Yr' -(A' ll DOWEL PLAN ELEVATION "A" & "B" `O 1 nELEVATION "C" & "D" J A R C H IT E C T S Design Grou�rn�. 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 X13 PROJECT# 1"703.00 MODEL.- )) 1970" ODEL:„1070” GARAGE STaNG: LEFT PAGE: DOWEL PLAN ARCHITECT - STATE OF FLORIDA PRINT DATE: 03/09/10 SCALE: 1/4"=1'-0" SHEET _ I A Orl 6 W W a V W z � o u e E4 SVHDIV. & LOT: TUSCA NORTH LOT X13 PROJECT# 1"703.00 MODEL.- )) 1970" ODEL:„1070” GARAGE STaNG: LEFT PAGE: DOWEL PLAN ARCHITECT - STATE OF FLORIDA PRINT DATE: 03/09/10 SCALE: 1/4"=1'-0" SHEET _ I A Orl 6 SAFE L TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U -LINTELS 8" PRECAST & PRESTRESSED U -LINTELS �*■ LINTEL NO. i• GRAVITY ELEV. TY GE COMMENTS � "p ° GRAVITY l-ATERAL TYPE LENGTH $U8 BF8-mB 8F12 -m5 16-0 8FS-15 OV -15 eFi6-15 8F20 -18F26-15 BF32-113 2'-10"(34') PRECAST 2302 3166 4413 6039 152610412 2'-10"(34') PRECAST 2121 11936 3166 4413 6039 152610412 11936 3'-6" C42') PRECAST 23®2 3138 3311 4689 60016630 3'-6' (42') PRECAST 2165 9941 3166 4413 6039 152610412 11936 4'-0' (48') PRECAST 2(7129 2325 2496 3461 44366384 4'-0' (48') PRECAST 1818 1818 1358 2646 4413 6039 152610412 11936 4'-6' (54') PRECAST 1651 1181 1913 2651 34034896 4'-6' (54') PRECAST 1660 5644 2110 4021 6039 152610412 9666 5'-4' (64') PRECAST 1184 1223 1301 IBM 23113336 V-4' (64')PRECAST 1393+ 1393 3846 1665 2889 5051 60%6424 1450 5'-10"(10') PRECAST 5-12 1000 1059 1414 1889 1212• 2121 3131 1459 2464 4144 545815280 6122 6'-6' (l8") PRECAST 937 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 1 5260 1134 8995 6890 l'-6" (SO')PRECAST 16l 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3039 5596 6613 5041 9'-4' (112') PRECAST 5-i3 632 1049 1469 1210 1482 1154 2021 160 1212 1818 2544 3469 4030 3121 10'-6'Y126') PRECAST 456482 454 am 1125 915 1122 1328 1535 658 1025 1514 2081 2114 1 3130 2404 II' -4' C136') PRECAST 445598 493 935 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-0"(144') PRECAST 414 545 864 1254 1689 2014 1510 1818 555 864 1254 1693 2211 2032 3590 13'-4'(160') PRECAST 362 421 126 1028 1331 1635 1224 1418 465 148 1016 1438 1855 2345 2920 14'-0"(168') PRECAST 338 381 648 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 14'-8" (1169 FWESTRESSED N.R NR NR NR NR NR NR NR 465 165 1310 2045 2610 3105 3165 15'-4'(184') PREBTRESSI=D lyR NR NR NR NR NR NR NR 420 695 1250 1855 2310 2890 3410 11'-4" C208")PRI=STRESSED NR NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4'(232') PRESTRESSED NR NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4' (25(p")PRESTRESSED NR NR NR NR NR NR NR NR 183 330 610 940 1340 1180 2110 22'-O'(264')PRESTRESSED N.R ll2 NR NR NR NR NR NR 160 300 5l0-4--a-to 1250 1660 1910 24'-0Y288')1�RESTRESSED N.R.NR NR NR NR NR NR NR NR 130 1 240 1 410 1 120 1030 1350 1610 8" PRECAST & PRESTRESSED U -LINTELS �*■ LINTEL NO. i• UPLIFT ELEV. TY GE COMMENTS � "p ° GRAVITY l-ATERAL LENCsTII tYP e -I 12-17 16 -It 0-17 24-I 28 -It 8F32-iT BUS 8F8 e_2 1z -z 16-z zm-2 4-2 28-z 732-2 2'-10"(34') PRECAST 2121 2818 4101 5332 6569 1811 9055 2021 2021 2121 2184 3981 5190 6401 1630 8851 3'-6' (42') PRECAST 2165 2289 3260 4231 5219 6204 1192 1251 1251 2165 2215 3165 4125 5091 6061 1036 4'-0' (48') PRECAST 1818 1818 1989 2832 3680 4532 5381 6245 538 938 1925 2150 3583 4422 5264 6110 4'-6' (54') PRECAST 1660 1162 2501 3251 4010 4161 5525 121 121 1660 1105 2435 3111 3913 4658 5406 V-4' (64')PRECAST 1393+ 1393 1404 1431 2110 2050 2141 2610 3315 3293 4010 3920 4648 4549 505 505 5'-10"ll0') 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 101 eel 1141 1182 1684 2192 2103 3216 3132 l'-6" (SO9PRECAST 959• 912 1415 1914 2354 2191 3240 591 651 990 1029 1466 1901 2351 2191 3245 9'-4" (112') PRECAST 8010 801 612 155 1 960 1192 1269 1550 1560 1910 1652 2211 2144 2634 454 630 i0' -6'Y126') PRECAST 116• 498 193 1021 1261 1496 1131 396 493 116 611 1039 1389 till 2034 2358 11'-4' (13(o') PRECAST 666• 439 6% 899 1104 1309 1515 363 556 666 535 905 1295 1595 law 2198 PRECAST 601• 4(D0 631 816 1001 1186 1312 340 494 631 486 018 1209 1514 1199 2086 13'-4' (160')PRECAST 500• 340 532 686 841 991 1153 302 398 513 409 682 1004 1361 1631 1091 14'-0"(1659 PRECAST 450• 316 493 635 118 922 1065 286 360 548 3l$ 629 922 1254 1561 1016 14'-8' 1116') PRESTR£88ED 243 295 459 591 124 851 990 N.R 351 243 352 582 852 1156 1491 1142 15'-4' (184') PiaEStRESSED 226 218 430 553 roll 801 925 N.R. 321 228 329 542 1151 1012 1381 1616 Il' -4' (209'JPRESTRESSED 188 236 361 464 561 610 114 N.R. 255 100 216 449 649 814 1121 1389 ]V-4'(2329 PRESTRESSED 165 201 313 401 490 510 bbl N.R.204 165 239 383 550 136 940 1160 21'-4' C2569PRESTRESSE0 145 186 218 356 433 512 Dec N.R. ll2 142 2I2 336 411 635 801 993 22'-O'(2649PRESTRESSED 140 180 268 343 418 493 568 N.R 161 131 205 322 451 1 601 1 111 941 24'-O'f2B8'1 PRESTRESSED 121 165 244 312 380 441 515 N.R. 135 124 186 290 408 538 680 833 •IZDUGE MALUM CT Aa7b rC^ vRAWr. qro rICL.0 1¢oA1% R" PRECAST W/ 2" RECESS DOOR U -LINTELS S" PRECAST W/ 2" RECESS DOOR U -LINTELS LINTEL NO. i• UPLIFT ELEV. TY GE COMMENTS � "p ° GRAVITY LATERAL TYPE :L:M�CiTH TYPE L.ENCsTN BRU DWIO-05 SWI4- le -0 81 22- ffM6- M10-18 OW14-16 8I�I8-IB WF22-0 OW26-1e 81 30-05 8#30-6 4'-4' (521) PRECAST 14893053 015; 3412 2982 4982 3954 6412 4929 1941 5904 9416 6880 10818 4'-6" (54') PRECAST 13512182 1192 1601 2114 3600 4401 5315 6264 3412 4982 6412 1941 9416 10618 5'-8" (68") PRECAST 185 032 1602 1550 2050 2566 3015 3505 1153 2162 4014 6412 6516 5014 6039 $'-I®° (l0'J PRECAST 135 lls 1500 1449 1924 2400 2816 3352 1103 2051 3811 6412 6516 5450 6411 6'-8' (OW)PRECAST 822 Sol 1611 2933 2516 3223 3812 4522 Sol 1611 2933 4100 6130 8111 6101 1'-6" 1150") PR#=CAST 1810 161 1311 2252 1950 2451 2944 3439 665 164 1311 2329 3609 5492 6624 5132 9'-8' (116') PRECAST 311 420 834 1253 1011 1342 1614 1886 535 928 1491 2119 2618 3595 I 2815 S" PRECAST W/ 2" RECESS DOOR U -LINTELS -Kt_L.1UGt YALU= OT I*' -Glc rJ AL'C 19W -IGLU RGGA% C C CL ., LINTEL NO. i• UPLIFT ELEV. TY GE COMMENTS � "p ° GENERAL NOTES 1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled T rfmE DESIGNATION LATERAL TYPE :L:M�CiTH T OW30-1 elSb-IT SRWIO-IT Bl�l4-1T =18 -IT OW22-ITE4MO BRU 8RF sl,, -2T OW10-2 SW14-2T DWe-2T 81 22-2T DW.30-2 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 5W22-05/IT 5825 932 1244 1519 2339 3110 4008 5696 932 4'-6' (54') PRECAST 1192 1601 2911 3121 3931 precast 5511 853 853 1192 1455 2240 3036 3831 4643 5453 5'-8" C68') PRECAST 924• 1112 1195 2423 3055 36$9 4325 SF24-05AT 5ml 924 1132 1141 2351 2918 3603 4230 501 5'-10" (10') PRECAST 896• 696 1138 1099 1142 1690 2352 2286 29b5 2891 3581 3491 4190 4106 469 469 6'-8" (80910RECAST ll0 118 002 956 1513 1468 2042 1981 2513 2509 3101 3035 3642 3563 830 1100 l'-6' (SO9PRECAST 688 691 1325 1810 2280 2153 3221 110 941 686 2690 3151 1302LEft (116") PRECAST 533• t433 808 1104 19959'-8' Biro 614533 1009 2088 2450 -Kt_L.1UGt YALU= OT I*' -Glc rJ AL'C 19W -IGLU RGGA% C C CL ., LINTEL NO. i• ;;w::;r ELEV. TY GE COMMENTS � "p ° GENERAL NOTES 1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled T rfmE DESIGNATION L 1 IT -4' OF28-15/IT 8F36-15AT L 2 ♦ ♦ • • BF1ro-05AT 8F16-15AT MATERIALS 1. f'c precast lintels ■ 3500 psi. 2. f'c preetresesd lintels - 6000 pal. 3. r'c grout ■ 3000 psi w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM CS0 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Pleld rebar per ASTM A615 GR40 or GR60. 6.Pr estressin per p strand ASTM A416 grade 210 low relaaxation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 16'-0" X 1'-0" O.H.35-5H ARCHED TOP L-1 L- 3 ELEVATIO"'N "A" & 99B99. V -S" BEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "1511 ORF30-05/IT SF32 -05/1T SF32 -1S/1T 4 ASTM RETEC LINTEL SCHEDULE LINTEL NO. LENGTH ELEV.TYPE "B" ELEV. TY GE COMMENTS � "p ° GENERAL NOTES 1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled T rfmE DESIGNATION L 1 IT -4' OF28-15/IT 8F36-15AT L 2 4'-4" 8122-05/iT 81=30-05/iT L 3 5'-4" 5W22-05/IT N/A L 3A 4'-6' N/A SF16-05/1T L 35 4'-6' N/A 8F16-015AT precast L 4 41-6' 2F24-05/IT SF16-05AT L 5 4'-6' SF24-05/IT 8F32-05/IT U L 6 4'-61 SF24-05AT SF16-05/1T PROVIDED L 1 4'-6' 8F24-05AT SF16-0B/IT L 8 8F24-15AT SF32-15AT L 9 4'_6' SF24-05AT 8F16 -05/1T L 10 4'-6' SF24-05AT 8F16-05AT L 11 414o' SF24-05AT SF16-05AT L 12 4'-6' SF24-05AT OM6-05AT I SF24-05AT SF16-05/1T L- 2 _--- II ENTRY 26 -SH 26 -SH I ELEVATION C�5& �9 99 (DIB' -4" SEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D" CAST -CRETE LINTEL SCHEDULE 54FE LOAD TABLE NOTES 09 REBAR AT TOP MiN. (v is'£Q'D ''• GENERAL NOTES 1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled T rfmE DESIGNATION • • • ; -� I-1/2' CLEAR 1. Provide full mortar head and bed points. lintels must be reduced by 20% if bearing length is less than 6-1/2'. based 8 bearing. 2. Shore Filled lintels as required. Safe loads for all recessed lintels on nominal F - FILLI=D WITH GROUT/ U UNFILLED 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R = Not Rated. QUANTITY OF "5 RESAR AT 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. ep OF LINTEL CAVITY 4. Safe loads based on 40 or 60 Field rebar. i° F Fm t . ;• g and grouting. grade grade vertical cell reinforcing by •'-GROUT 5. All lintels most or exceed L/360 vertical deflection, except lintels 1l'-4' and 5. Additional lateral load capacity can be obtained by the designer providing longer with a nominal height of 8' meet or exceed L/180. addional reinforced masonry above the lintel. 1 _ 15/1 T - z precast REE3AR AT BOTTOM 6. 5ottom Field added rebar to be located at the bottom of the lintel cavity. 6. One *1 rebar may be substituted for two "5 rebars in 8' lintels only."5 1. 1/32' diameter wire Wrru s are welded to the bottom steel For mechanical anchorage. y I ated loads from the safe load tables b L g he designer may evaluate concentrated I 1. may or NOMINAL WIDTH) -1 "5 • • OF LINTEL CAVITY 1-5/8'ACTUAL 8. Gast -In-place concrete be provided in composite lintel in Iteu of concrete masonry unite. calculating the maximum resisting moment and shear at d -away from the face support. QUANTITY OF design AGI 318 ACI 530 NOMINAL HEIG REAR AT TOP U BOTTOM R£INFORCINCa IN LINTEL S. Safe load ratings based on rational analysis per and 9 g y p 8. For composite lintel heights not shown, use safe load from next lower height. PROVIDED c3. All safe loads 1n units of pounds per linear root. &-I 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 h W W y U n p --i W z �] O A u h 8 A m 3v333D31y. & LOT: TUSCA NORTH LOT #13 PROJECT# 1703.00 MODEL: ))1070" GALRAGE 3WI1JG: LEFT PAGirE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT: CANTWELL DATE: 03/09/10 SCALE: 1/4"=1'-0" SHEET 10I ('�_N 3F "�� UJ E < � L�A 9�'_ CONCfRETE FfRODUCTS, INC_ P.O. BOX 219 ZELLWOOD, FL 32198 (401) 886-2511 1-800-654-5139 FAX 407-886-0795 L INTEL NO. LENGTH TYPE ELEV. A 41511 T`f=ECOMI" I DII ELEV. C411C)" TENTS L -I 11'-4" 8/28-6-11JAL 8/36-5-11JAL r.�_rel,%f��r�i;•�>:��_rl�l�l��_r.%: L-2 4'-6" 8/22-8-IU/0L 8/30-5-lU/0L RECESSED L-3 5'-4" 8/22-5-1U/0L N/A RECESSED L -3A 4'-6" N/A 8/1ro-S-IU/OL l♦C7-_(�YJk>•_-Zkf•��=r�.�_f'l�:'l��_f�•,:.%l_fr.�r.�r;�l L-35 4'-6" N/A 8/16-5-1U/0L 9 L-4 4'-6" 8/24-6-1U/0L 8/16-5-1U/0L 10000 L-5 4'-6" 8/24-6-1U/0L 8/32-.S-IU/OL ����]l♦_'{-7 L-6 4'-6" 8/24-5-1U/0L 8/16-5-1U/0L 10000 L-1 41-6" I 8/24-6-1U/0L 8/16-5-1U/0L �I �•i:.�il=T rLl iT 1-'%��d.�=kms L-8 6'-6' 8/24-5-11JAL 8/32-8-IUAL ���••��_e=xL!•�.ya.�_r�yr��CllI�iG11� L-9 4'-6" 8/24-5-1U/0L 8/16-S-1U/0L 10000 L-10 4'-6" 8/24-5-1U/0L 8/16-6-11J/0L ��_Y}'L� L-11 4'-6" 8/24-5-1U/0L 8/16-6-11J/0L 2921 L-12 4'-6" 8/24-6-1U/0L 8/16-5-1U/0L 10000 L-13 4'-6" 8/24-6-1U/0L 8/16-5-11J/0L 10000 L— 2 I I ENTRY 26 -sH 26 -SH S'-4" GLC:. L— 3A L -3B 'ELEVATION C 99 & 99 D 99 5'-4" L5GAKINC� HI=1C-sHT THROUGHOUT ELEVATION "C" 4 "D" CL L— 6 16'-O" X 1'-0" O.H. 35 -SH ARCHED TOP L-1 L— 3 ELEVATION 1 1 99 11 99 A & 6-8' £3EAiRING HEIGHT THROUGHOUT ELEVATION "A" 4 "B' WEKIWA LINTEL SCHEDULIJ 899 LINTEL UPLIFT 1299 LINTFL GRAVITY 833 LINTEL GRAVITY LINTEL UPLIFTSAFE O.D- Totfj L" SAFE GRAVITY LOADS (PLF) SAFE GRAVITY LOADS PLF _ _=:-TL.)•�,C-?'d'%]if%'77r1 _f�Irfv; rl�f2 �IrIA_frlr:'rlr7_f%'r,%rlr)_fal'r:olol_f.;�.:�: �.o..Cr .:.00 ���a?%'7�1"J^':�)• rl_F :�/�I.O� ��rtfal--�rrlrl r.�_rel,%f��r�i;•�>:��_rl�l�l��_r.%: ;�,�_r:-.-.%� ��(�}l:'�(t:1f%7r1•_=ykS:__rr 8/16-6-00812 '�roJ_flrlrll_fr r r rl_fr•r•;'rl 8/24-3-0L 7 moms fr; Ill_fr r i'rl_r:rlrTr�_ r r r l_r : 7 LENGT TYPE PLAIN ®� 1%7fr�_k11G_I�'-•vrss�_M'Sk%_iW.=1�_ _r:'-]��Sa�xf_f YP'L'7•_�,. Skl•I •:•l_Pl�la.l_f J_f �o> 8/20-6-1L l♦C7-_(�YJk>•_-Zkf•��=r�.�_f'l�:'l��_f�•,:.%l_fr.�r.�r;�l 8/28-8-I1L 8/32-8-1L V-10' PRECAST 6021 9 _rlra�rlY_r_�r x,11ir mmwLd�SLiI� ,•;7r��s.-r.�:>•�y��r�r=s:x>.�:5:1r=� 10000 10000 10000 ���.i_r�r��ar�r�r-air.%.�_�•r<rr.��i �1.�•s_I,r�ss>•err.r��1>a>r_�]�s-nfr•rtr7a=��IMYliw �-�� 1'-6' ����]l♦_'{-7 .'�i1-7,]�_-7 x.'��t=7%11.1_ir :•7�3, 10000 ts��>•_-•=��_rxr-7•_r�ra_r:r.ra�xu�.�_rrr*r_ 10000 10000 10000 3'-6' ����r��r,--amt-�Ii��I�II�Ir�1•�:�']•■�rc�ll t1r11�_f r: =1%x_4-7�rLl �I �•i:.�il=T rLl iT 1-'%��d.�=kms 9339 10000 10000 10000 ���••��_e=xL!•�.ya.�_r�yr��CllI�iG11� 10000 4'-6' �'y� �• eee�rrnM� 10000 - . fur._-1rfawl=':ai�.L:7•�[:S�li.e�r•�r!�'=a ��l•"�i(�'_r' ]Ya1_krxs_rx5-���i'y3T� ���Yll•it.�i�r.�1•i�Y�rt=xk.�i�1•t73! - �'�'k)•i'rS�!-�I�ilKx�ilri�_C �itY�1•iY7=��t%7�1='•�k][�7•�EiC=��7It)ri��]li ��_Y}'L� ��K>t_i'Y[:>•�9]_r�lYii-Tr���-3.r=�rt� „ �xr.;•�-r�ir�L�w�r1���Y���a�irlr� �'i��iL���)•�C�����if�]iiw7�� �� �� � ��'Tyrx�izf��sT���t=rY���iyEyx��r _rs:>•wlli'r-5��r%<�r�sa_��r->.i17�� T=>• �T'y� i=)`l=s SII �!•%'=>• � rZ�irr�4�� 1rr>. 1821 2921 1299 LINTFL GRAVITY 833 LINTEL GRAVITY iw- _ - rVVL r-=Qc7 ercnc; OcA LINTEL SAFE LATERAL LOADS IPLfJ Totfj L" SAFE GRAVITY LOADS (PLF) SAFE GRAVITY LOADS PLF 10' TOTAL Total Largth 8" $/6 -5 -OL 8/12-8-01- 8/16-6-00812 -8-0 8/24-3-0L /18-8-0 8/32 -5 -OL LENGT TYPE PLAIN 8/8 -8 -IL 8/12-8-11L 8/16 -6 -IL 8/20-6-1L 8/24 -8 -IL 8/28-8-I1L 8/32-8-1L V-10' PRECAST 6021 9 10000 10000 10000 10000 10000 10000 540 1050 1'-6' 8491 10000 10000 10000 10000 10000 10000 3'-6' PRECAST 2603 4011 9339 10000 10000 10000 10000 10000 4'-6' 4011 10000 10000 10000 10000 10000 10000 10000 wow 4'-0' PRECAST 1821 2921 6133 9515 10000 10000 10000 10000 loom 2921 7853 10000 10000 10000 10000 10000 3410 4821 4'-6' PRECAST 1398 2274 5078 11'19 9284 10000 10000 10000 4423 22'14 5412 10000 1 10000 10000 10000 10000 6'-6' Recast 4'-8' PRECAST 1298 2111 4660 6588 8520 10000 10000 10000 1'-6' Recast 692 2111 4902 10000 10000 10000 10000 10000 5'-4' PRECAST 1006 1651 3409 4823 6239 1658 9011 10000 3592 1651 3556 6431 10000 10000 10000 10000 21536 4111 5'-10' PRECAST 848 146-1 3001 5111 8888 10000 10000 10000 23151696 1461 30011 5111 8888 10000 10000 10000 506 PRECAST 710 1232 2440 3934 6250 1 8589 10000 10000 10'-6' 1232 2440 3934 6250 1 10000 10000 10000 6904 8634 1-6' PRECAST 562 1001 1918 2942 4346 6461 10000 10000 5616 1001 I 1918 2942 4346 6461 10000 10000 1391 2121 1'-8' PRECAST 544 975 1849 2819 4131 6010 9245 10000 1320 915 1849 2619 4131 6010 9245 10000 13'-4' Recast 8'-0" PRECAST 511 916 1124 2602 3151 5030 1958 10000 14'-0' 9161"124 7135 2602 3151 5405 1958 10000 1 4604 8'-4' PRECAST 482 864 1615 2415 3444 4866 6983 10000 3m 864 1615 2415 3444 810 6983 10000 kyol 9'-4' PRECAST 411 141 1361 1991 2168 3169 5124 1 10,161 852 _M2 1262 1619 141 1361 1991 2168 3169 5124 1061 10'-6" PRECAST 349 636 1148 1649 2231 2962 3883 5094 264 6 666 636 1148 1649 2231 2962 3883 5094 11'-4' PRECAST 315 514 1028 1465 1964 2566 3305 4239 602 514 1028 1465 1964 2566 3305 4239 wo 281 12'-0' PRECAST 292 533 950 1343 1189 2316 2951 3134 023 1162 533 950 1343 1189 2316 2951 3134 1 1293 126 IF053 12'-6' PRECAST 211505 19 at 898 1264 1616 2151 2130 3426 505 898 1264 1616 2151 2130 3426 1701I 13'-4" PMCAST 255 464 822 1151 .ISM 1935 2425 3010 P1 at 464 822 1 1151 1515 1935 2425 3010 14'-0' PRECAST 239 436 169 1013 1406 1186 2225 2141 436 169 1013 1406 1186 2225 2141 14'-8' PRESTRESSED N.R. NAR N.R. N.R. NR N.R. N.R. N.R. 480 811 1234 1421 1119 2188 2662 15'-4' PRESTRESSED NR N. N.R. N. N.R. N. N.R N. 454 165 1160 1331 1660 2032 2459 PRESTRESSED N.R NX N.R N.R. N.R. N.R. N.R N.R. 389 652 1 982 III( 1319 1611 1991 19'-4' PRESTRESSED NR N.R. NAR N.R. N.R. N.9 N.R N.R. 339 561 849 960 1111 1415 1616 20'-0 PRESTRESSED N.R. N.R. N -R NP_ NA N.R. N.R N.R 325 543 812 911 1122 1345 1 1590 21'-4' PRESTRESSED N.R N.R N.R. N.R N.R N.R N.R N.R 295 500 146 840 1024 1224 1441 22'-0" PRESTRESSED N.R N.R. N.R N.R N.R N.R 11 -p - .R N.R 261 481 481 11-1 806 981 1111 1316 24'-0' PRESTRESSED N.R N.R N.I NaN.R N4. NMP - 431 1 640 1 111 E310 1 10340 iw- _ - rVVL r-=Qc7 ercnc; OcA KK " NOL nrocommeMMea 13" LATERAL TARI F LINTEL SAFE LATERAL LOADS IPLfJ Totfj L" T9_ SAFE GRAVITY LOADS PLF 10' et Total Largth Two 12' 12/8-5.02 2/12-8-0L 2/16-8-0L 2/10-8-01- 12/24 -6 -EL 12/28.5-0L 12/32-8-0L Plain 12/8 -5 -IL 12/12-8-I1- 2/16 -8 -IL 2/10-8-1L 2/14 -8 -IL 12/28 -5 -IL 12/32 -8 -IL 2'-10' Recast 1420 9524 10000 10 loom loom I loom 5'-10' 1 Protest 3'-6' Recast 3204 p"Iloom 540 1050 1'-6' Precast loom bw 62 I ]gym 100" 4'-0' Recast 2242 Precast 410 820 e'4 Precast 390 180 4304 11vow loom IgNw loom 1 100" 4'-6' Recast 1122 00f° 5103 1203 9304 10000 10000 wow 9421 lul 10000 101000 10000 Vow 10000 4-8' Recast 1698 21 P410 601 oft 1 loom loom 3188 1211 10000 loom I 10000 10000 &-4' Precast 1239 2010 3410 4821 621 1641 10000 10000 2 935230 W12 I 10000 Prestressed 5'-10' Precast 1044 2' 4423 6934 8969 10000 10000 10000 2206 4423 8091 10000 101000 I loom 6'-6' Recast 814 055 on D418 102.0 66M I I 1853 3589 6228 10000 10000 10000 I 1'-6' Recast 692 1621 2821 4651 1250 9121 I 1®000 2821 loom 100" wow 1'-8' Recast 610 1515 2111 446 I W62 3592 I 1466 2112 4463 6ni IN~ 100" 1 loom 6'-0' Precast 629 14M 21536 4111 62" ID426 10000 loom 1319 2536 4119 6268 Im!13- 10~ loom 8'-4' Proust 593 13M 23151696 A 1 LOOM 1293 2315 3W3 0146 0421 low 10000 9'-4' Recast 506 1189 2011 362 46M 0022 Sill loom 1124 2011 3162 4619 6522 991 10000 10'-6' Recast 430 1012 1669 261 132 6126 6904 8634 961 1608 2611 V32 b126 6W4 W40 9'-4' Recast 308 914 9914 23 3218 4439 5616 180'1 864 1514 2319 3218 4439 5816 1691 12'-0' Precast 360 841 1391 2121 2984 4001 5241 6450 801 1391 2121 2984 4001 5241 6180 12'-6' Recast 341 603 1320 20M 2196 3132 4854 bw 160 1320 go= 21% 3132 4104 6221 13'-4' Recast 314 124 209 1622 2521 3341 4313 5423 bw we 1022 4313 0464 14'-0' Recast 7135 9'-4' Precast 2946 I 1 4604 656 1131 16" 2346 mi 3WI Milb 14-6' Recast 211Or' 1000 1063 l5w 2101 2862 3m 401 DID 1063 l5w 2101 2865 3653 4566 E'-4' Recast 262 442 kyol 205 765 454 I 104 2046 615 1110 Il' -4' Recast 218 263 --- 852 _M2 1262 1619 20,8 1316 2416 2814 1262 1115 2220 1 21a4 1 3416 KK " NOL nrocommeMMea 13" LATERAL TARI F LINTEL REINFORCEMENT SCHEDULE :•: LINTEL LENGTH `­ .............:.. LINTEL SAFE LATERAL LOADS IPLfJ Totfj L" T9_ PLAIN FILLED 10' et 900 6 3'-6' Precast 1300 2550 4'-0' Precast 1010 21018 4'4' Pr'ecaet we 1150 4-8' 1 Precast 850 1600 5'-4' I Precast 110 1400 5'-10' 1 Protest 625 1200 6'-6' Precast 540 1050 1'-6' Precast 440 bw 1'-8' Precast 430 850 W-0' Precast 410 820 e'4 Precast 390 180 9'4' Precast 340 680 ' Prowat 4'-0' fim 3620 Precast 215 550 12'0 Pretest 255 510 11-61 Precast P410 q 13'-4' Precast 220 450 14'-0" Pretest 210 430 14-8' Prestressed 110 !Iw W-4' Fr atraesed 165 310 11'-4" Prestressed 145 320 19'4' Prestressed 130 280 ' Prestressed 120 250 eased 10000 221-0' Prestressed225 a026 loom 24'-0' Prestressed I0m 200 L4- Not Reommanded PrecastIINIV LINTEL REINFORCEMENT SCHEDULE :•: LINTEL LENGTH `­ .............:.. •::::..... ::::•:::::::::::: REIN R EMENT:;;;:::::::::>::•:::::::::::::::::•: 8 INCH :::•::::::•::;;;•:t;•12 INCH :11111711?i; ::•: "A" REINFORCEMENT a;::;:;•::; : "8"REINFORCEMENT :::::::• 2'-10' To E41 2'-10" TO 5'-8" 2 #3 NONE 5-10" TO 6-8" 5'-10" TO 6-8" 2 #4 NONE 7'$" TO 6-4" T•6" To 94' 2 #5 NONE 94' TO 14'-0' 9'-4" TO 17'-4" 2 #6 2 #3 14'-8" To 15'x}" 12/32-8-21.1 2 7118" PRESTRESSED 2 #3 1T-0" 10000 2 7116" PRESTRESSED 2 #4 19'-4' TO 22'x" - 2 7118" PRESTRESSED 2 #fi recto i � uiv i s oc� i vn curt ncnvrvrtvcnen i wn� i lune 313 (1) e5 CONTINUOUS 8'x16' KNOCKOUT BLOCK N a 'mm ppSI GONG. FI L /-(CONC1iETE PLACED IN FIELD) Alai r rico , oleo _ -(1) 03 CONTINUOUS (OPTIONAL) 1/32' STIRRUPS AT 4'-0' ee 'A' BARS (MAIN REINF.) SEE SCHEDULE -I✓Q�1 TYPICAL COMPOSITE LINTEL SECTION 19 99 1 INTFI IIPI IFT NJ2 - Not XPecoeeenelwd 8" RECESS DOOR HEADER I_ATFRAI TARI F RECESS DOOR HEADER LINTEL Length T917° SAFE UPLIFT LOADS PLF 9' D FILLED 3'-V Total TV@ 12/8 -8 -IU 12/12-8-I1.1 12/16-5-I11 2/210-8-U 1244 -8 -IU 12/28-5-I1.1 12/32-5-U 4w 1450 12/8-6-2U 12/12-8-21.1 2/16-8-21.1 2/10-8-21.1 12/2444U 2/26-6-21.1 12/32-8-21.1 2'-10' Precast 6643 10000 10000 100 we" 10000 10000 1'-V Preeaat 10000 wom 10000 10000 I 10000 10000 3'-b' Recast rpyAl 6602 W" 100" loom Ivy" wow '15- BARS - SEE SCHEDULE 1 42 WNW 10000 10000 i0000 10000 10000 4'-0' Precast 3620 6194 8112 10000 10000 10000 10000 950 12'-6' 8093 10000 10000 mm" 10000 10000 109m 4'-b' Recast 2124 4665 6608 8851 loom 10000 10000 Precast 350 3922 awe 10000 10000 10000 10000 10000 4-6' Precast 2411 47101543 100" 10000 3642 a026 loom 10000 10000 10000 lowe PrecastIINIV 173 4426 5129 102 036 9640 2829 10142 8031 10000 w9m I 6'40' Precast 14,5 2533 3592 4650 5109V.4112 2421 4126 1196 9321 10000 IV 6'-6" Precast1146 111 36212026 A 619 565 1290 896b 1'-6' Precast 820 1415 2010 2604 3199 1621 2651 b Recast 19 1910 2416 3041 1562 2114 3668 5024 6119 8'-01 Precastlob 1219 1132 22 156 3-104 1419 1 2466 3516 4566 b6T1 6668 1119 8'-4' Precast 640 1 1109 1516 2043 2510 29,1 344b 129322413 3200 4161 5126 6 9'-4' Precast 489 ON 121 1pil Iwi 2652 1000 1143 2486 3233 39.16 4124 5469 161.6" Precast360 644 10 1912 205 765 1331 1110 2463 3051 3630 4203 11'-4' Precast 303 536 165 13M 1223 14b3 1682 642 1125 1608 2091 2515 1 3058 3542 12'-0' Precast 264 6 666 066 1066 1261 1461 988 1415 1030 2264 31 2'-6' Precast511 2Dl 421 602 104 9" 141 1325 wo 281 1616 2,0,64 2452 2840 Precast 200 4315 361 1110 513 fill 660 1446 023 1162 mg 2111 1134 2403 14'-V Precast 110 391 315 6132 453 Sw 1 1293 126 IF053 066 11"4 2154 W-8' 19 at 219 401 04 641 161 350 621 1161 1431 1701I 15'-4' Precast 136 314 241 555 4" 1" D16 12W am Ipm I1'-4' P1 at w 114 415 W bw 332 162 47 965 41231 1140 5, NJ2 - Not XPecoeeenelwd 8" RECESS DOOR HEADER I_ATFRAI TARI F RECESS DOOR HEADER SAFE LATERAL LOADS (PLF) Length T917° 8' PPLAAIIN 9' D FILLED 3'-V Recast 590 1115 W-01 Precast 0IWO 2860 N-21 Recast 4w 1450 4'-4' Precast 165 1350 4-8' Precast 415 1240 5'-8' Precast 320 950 6'-8' Precast 250 160 1'-V Preeaat 200 640 9'-8'1 Precast 160 490 12" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR DEADER SAFE LATERAL LOADS (PLF) al Length Two N,I AIN �, FILLIEDD 3'-8' Precast 2025 3210 4'-0' Precast 1110 2860 4'-2' Precast 1650 2690 414 Precast sib 2540 4-8' Precast 1420 22M 5'-6' Recast 1080 1`150 W-8' Recast 815 145 T -b' Recast 130 1190 1950 Recae! 550 900 1-211 ANA ^� r1) 45 CONTINUOUS 3000 PSI CONC. FILL (CONCRETE PLACED IN FIELD) -TOP LECs BARB: 1/32'0AR AGH LECs U TO 4'-0' LENGTH8 -1/32' STIRRUPS a 4'-0' C/C - (U e5 CONT INUoUS (OPTIONAL) 'A' BARS (MAIN REINF-) SEE SCHEDULE 'B' BARS - SEE SCHEDULE TYPICAL LINTEL 12"X8" SECTION 12" LATERAL TABLE K MIN �a SAFE LATERAL LOADS (PLF) TotalD:xb, TYPICAL LINTEL 8"x8" SECTION PLAIN PTIONAL 'ST 2'-10' LEG E3AgR8: 35w 3TOP p' �EN%THB 3'-6' LAG UFTAO 14 0 2400 4115 4'-0' Precad 1 1950 3880 1/32' STIRRUPS a 41-0' C/C = 1650 3450 4-8" LINO—IN 'A 3200 I Precast 1320 PTIONAL w3B r P'reeast 1160 2250 6'-6' Precast 'A' BARS (MAIN REINP.) 1950 —leo Precast tL we SErz SCHEDULE we 1600 8'-0' Precast ISO 1530 8'-4' '15- BARS - SEE SCHEDULE 1 1450 9'-4' 9 640 1210 TYPICAL LINTEL 12"X8" SECTION 12" LATERAL TABLE (1) 05 CONTINUOUS Pen ppggI GONC. F CRETE PLACED IN FIELD) 1 ° TOP LECs BARS: t2t 1/32'4 BARACH s� LIFEG UP TO I=4'-0' LEN sT446 1 -A ioPaS CONTINUOUS rnlc0 REINK) N I 1 1 1/32' STIRRUPS AT 4'-0' cc ,Sn TYPICAL LINTEL 8"x8" RECESSED SECTION A R C H IT E C T S Des'o2Grouin. 11441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-407www.abdesigngroup AA #: 0003325 LINTEL SAFE LATERAL LOADS (PLF) TotalD:xb, Type PLAIN FLED 2'-10' Reeaat 35w 6swo 3'-6' Precast 2400 4115 4'-0' Precad 1 1950 3880 4'-6' Precast 1650 3450 4-8" Precast ISM 3200 5'-4' Precast 1320 1 2580 5'-10" P'reeast 1160 2250 6'-6' Precast 1000 1950 T.b. Precast 820 we Recast we 1600 8'-0' Precast ISO 1530 8'-4' Precast 120 1450 9'-4' Precast 640 1210 101-6' Precast 550 1110 11'-4' Precast 510 1000 12'-0' Precast 480 950 12'-6' 1 Proust 460 910 13'4 Precast 430 850 14'-0' Precast 400 800 14-V Preset 350 160 15'4 Precast 350 130 IT -4' Precast 320 630 NR - Not Rocommerded (1) 05 CONTINUOUS Pen ppggI GONC. F CRETE PLACED IN FIELD) 1 ° TOP LECs BARS: t2t 1/32'4 BARACH s� LIFEG UP TO I=4'-0' LEN sT446 1 -A ioPaS CONTINUOUS rnlc0 REINK) N I 1 1 1/32' STIRRUPS AT 4'-0' cc ,Sn TYPICAL LINTEL 8"x8" RECESSED SECTION A R C H IT E C T S Des'o2Grouin. 11441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-407www.abdesigngroup AA #: 0003325 • seseee� � I ssssss�eM ✓\ w w ,t ss� i + : umxv. & LOT: TUSCA NORTH LOT #13 PROJECT# 1703.00 MODEL: "1970" GARAGE SWERG: LEFT PAGE: LI]N-TEL SCHEDULE (WEKIWA) ARCHITECT: TE OF FLOF 207td JA 8 CANTWELL R NO 12079 TYPE DES[GNATION p INT NOMINAL WIDTH/+4EIC*PT OF LINTEL DATE: 03/09/10 F F PLAIN OR SOLID LINTEL SCALE: 1/431=1'-01' a/11'o F _#U/#LSHEET F ADDITIONAL w.7BARS IN LIPP15R 1 LNo. Oo Or OR LOWEi2 LINTI=L CAVITY W w Ciw v z G7 O q U 6 A • seseee� � I ssssss�eM ✓\ w w ,t ss� i + : umxv. & LOT: TUSCA NORTH LOT #13 PROJECT# 1703.00 MODEL: "1970" GARAGE SWERG: LEFT PAGE: LI]N-TEL SCHEDULE (WEKIWA) ARCHITECT: TE OF FLOF 207td JA 8 CANTWELL R NO 12079 TYPE DES[GNATION p INT NOMINAL WIDTH/+4EIC*PT OF LINTEL DATE: 03/09/10 F F PLAIN OR SOLID LINTEL SCALE: 1/431=1'-01' a/11'o F _#U/#LSHEET F ADDITIONAL w.7BARS IN LIPP15R 1 LNo. Oo Or OR LOWEi2 LINTI=L CAVITY ELEVATION "C" & "D" 9'-4' BEARING 1-IEIGs 4T THROUG=HOUT ELEVATION 'C" 4 "D' 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 for 8" and 12" CMU construction: 3,500 psi (fc) 2. Precast, prestressed lintel for 8" CMU construction: 6,000 psi (f'c) 3. Grout compressive strength 3,000 psi (Fg) per ASTM 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. 5. 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 51/2" long notches at each lintel end. 6. Allowable load ratings (tabular values) conform to ACI 318 and ACI 530 based upon rational analysis. 7. Mechanical anchorage provided by 7/32" dia, wire stirrups welded to the bottom longitudinal reinforcing bars. 8. Poured in place concrete may be placed above primary precast lintel as an alternate to grouted CMUs to form the composite beam. 9. Lintels with a nominal height of 8" and longer than 17' 0" meet or exceed 1_/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 850/0 of its specified strength. 11. Using the following equation, lintels shall be checked for simuitaneous load stresses when a combination of vertical and horizontal loads are applied: PRO -CRETE LINTEL SCHEDULE ELEVATION "A" & 99 B 99 BEARINCs HEICsHT THROUGHOUT ELEVATION "A' 4 'B' Applied vertical load + Applied horizontal load 5 1.0 Safe vertical load Safe horizontal load ALLOWABLE LOAD TABLE NOTES: 1. For beam heights not shown, use tabular values for next lower height. 2. For beam lengths not shown, use tabular values for next longer length. 3. Load ratings assume end bearings provided conform to ACI 530 and ACI 318. 4. Load ratings are expressed as uniformly applied in pounds per linear 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 200/0 for a 4" bearing. 11. When Grade 40 reinforcing is used, tabular load ratings must be reduced by 20%. Nominal Width Dimension (inches) I P-8x20-1G/2U f L" Feld Placed #5 Bar(s) Reinforcement (U = Uplift or G = Gravity) Nominal Depth Dimension (inches) P = Poured Grout; E = Precast Only (Empty) For Door Headers, depth shall be designated by a 2" reduction in nominal depth and the letters 'RDH' will be added after the nominal width. Lintel Product Description Nomenclature Field placed masonry units `�- Field Uplift Reinforcement ("U") q. . p. A 1a• �- Field -Poured grout Feld placed masonry units Feld -Poured grout aa Feld placed Gravity Reinforcement ("G") 0� Precast Section (reinforced m. per typical specifications) SAMPLE SELECTION FROM ALLOWWidth ABLE LOAD TABLES: *1 Product Description: P -8X20 -013/2A and required length: 5' 10" Width and Depth actual dimensions 3/8" (Ma)imum allowable 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# . 8NNCH LINT L GRAVITY LENGTH PRO -CRETE LINTEL SCHEDULE LINTEL NO. LENGT44 ELEV. 4'B" ELEV.T'E 4'D" COMMENTS L 1 IT -4' P-8X28-IGAU P-8X36-ICs/lU L 2 4'-b' P-8X22-RDH-OG/1U P-SX30-RDH-OGAU L 3 5'-4' P-SX224RDi4-0GAU N/A L 3A 4'_6' N/A P-8X16-0Ca/lU L 35 4'-6' N/A P-8X16-0Cx/lU L 4 4'-6' P-6X24-OGAU P -5X16 -0G/lU L 5 4'-6' P-8X24-OGAU P-8X32-OGAU L ro 4'-6' l=-9X24-0G/IU P-SX16-0G/1U L 1 4'_6' P-8X24-OGAIJ 10-8X16-0GAU L 5 6'_6' P-8X24-Ke/1U ID-5X32-IG/11.1L 9 4'-6' P-6X24-OGAU P-SX16_OGAU L 10 4'-6' P-8X24-0G/I1.1 P-8X16-0Cx/lU L 11 4'_6' R-SX24-0G/I11 P-9X16-OGAU L 12 4 _6- P-5X24-OGAIJ P -6X16-013/11.1 L 13 4'_e- P-SX24-0GAU P-8X16-OGAU ELEVATION "C" & "D" 9'-4' BEARING 1-IEIGs 4T THROUG=HOUT ELEVATION 'C" 4 "D' 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 for 8" and 12" CMU construction: 3,500 psi (fc) 2. Precast, prestressed lintel for 8" CMU construction: 6,000 psi (f'c) 3. Grout compressive strength 3,000 psi (Fg) per ASTM 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. 5. 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 51/2" long notches at each lintel end. 6. Allowable load ratings (tabular values) conform to ACI 318 and ACI 530 based upon rational analysis. 7. Mechanical anchorage provided by 7/32" dia, wire stirrups welded to the bottom longitudinal reinforcing bars. 8. Poured in place concrete may be placed above primary precast lintel as an alternate to grouted CMUs to form the composite beam. 9. Lintels with a nominal height of 8" and longer than 17' 0" meet or exceed 1_/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 850/0 of its specified strength. 11. Using the following equation, lintels shall be checked for simuitaneous load stresses when a combination of vertical and horizontal loads are applied: PRO -CRETE LINTEL SCHEDULE ELEVATION "A" & 99 B 99 BEARINCs HEICsHT THROUGHOUT ELEVATION "A' 4 'B' Applied vertical load + Applied horizontal load 5 1.0 Safe vertical load Safe horizontal load ALLOWABLE LOAD TABLE NOTES: 1. For beam heights not shown, use tabular values for next lower height. 2. For beam lengths not shown, use tabular values for next longer length. 3. Load ratings assume end bearings provided conform to ACI 530 and ACI 318. 4. Load ratings are expressed as uniformly applied in pounds per linear 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 200/0 for a 4" bearing. 11. When Grade 40 reinforcing is used, tabular load ratings must be reduced by 20%. Nominal Width Dimension (inches) I P-8x20-1G/2U f L" Feld Placed #5 Bar(s) Reinforcement (U = Uplift or G = Gravity) Nominal Depth Dimension (inches) P = Poured Grout; E = Precast Only (Empty) For Door Headers, depth shall be designated by a 2" reduction in nominal depth and the letters 'RDH' will be added after the nominal width. Lintel Product Description Nomenclature Field placed masonry units `�- Field Uplift Reinforcement ("U") q. . p. A 1a• �- Field -Poured grout Feld placed masonry units Feld -Poured grout aa Feld placed Gravity Reinforcement ("G") 0� Precast Section (reinforced m. per typical specifications) SAMPLE SELECTION FROM ALLOWWidth ABLE LOAD TABLES: *1 Product Description: P -8X20 -013/2A and required length: 5' 10" Width and Depth actual dimensions 3/8" (Ma)imum allowable 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# . 8NNCH LINT L GRAVITY LENGTH TYPE E -8X8 8X8 -0G P -8X12 -0G I P -8X16 -0G I P -8X20 -0G I P -8X24 -OG P- -1G P-8X12-iG P-SX16-1G P -8X20 -IG P -8X24 -1G 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 3'-6" (42") ECAST2, 80 1,947 351 5,792 7,129 8 467 2,175 4 6,983 8 721 M438 4'-0" (48") PR CAST 1,71 1,136 3,05N 3,976 4,895 5,813 1,187 3,259 5,220 7,114 8,515 4'-6" (54") PRE ST 1,460 965 2,192 898 3,567 4,736 008 2,349 5,66C 7,188 5'-4" (64") PRE 1,166 2 1,191 __±X4 2,61N 3985 5,350 8 1226 2,749 5,479 5'-10" (70") PRE:\1,092 1,040 733 1,061 2,028 3 238 14,448 764 2,143 3,353 4,S63 6'-6" (78") PRECAST 907 fi92 982 1 275 2 5 3 666 720 1010 1582 2,676 3,770 0 ILI 8 INCH LINTEL (44") UPLIFT LATERAL 1,989 4,771 P 8X8 1U P BX1Z U P -8X16 1U P 8X2tl-lU P -8X2 lU P -8X28 -1U P -8X32 -1U E 8X8 P -8X8 ADDED #5's LEiVGTH TypE E 8X8 P 8X8 -2U P 8X12-2 P -8X16 -2U P -8X20 -2U P -8X24 P -8X28 -2U U P -8X32 -2 2'-10" (34") PRECAST 3,533 4,074 8,203 11,335 1 14,294 17,253 \210,212 23,171 3,487 3,487 10,396 4,0V!__ 14,294 17,253 212 23,171 074 8 203N5737 3'-6" (42") PRECAST 2,571 1, 944 4 848 1,411 10,059 12,141 14\223 16,305 2,525 2,525 5,451 1 944 h 845 10,059 12,141 14 16,30S 4'-0" (48") PRECAST 2,138. 1,256 3,404 8,150 9,943 11 64 13 353 2,092 2,092 3,743 1,256 3,404 8,150 9,943 11,648 13,353 4' 6" (54") PRECAST 1,832 1,079- _2,410 4 41 6,427 8,426 9,871 \1,315 1,642 1,642 2,727 1 079 2,410 4,419N 6,427 8,426 9,871 1 15 5'-4" (64") PRECAST 1,481 899 1,368 3 009 4,671 6,056 7,109M214 _---NLA---...___-NLA---- 1,951 2,389 1,436 1,763 899 1,455 3 009 34 7,996 5' 10" (70") PRECAST 1,330 808 1,237 2 332 3 810 ? 89 5,739 655 1'288 1,285 1,411 808 1,308 332 3 810 5 87 6,764 6'-6" I (7$") PRECAST 1,027 734 1'1J t 1,491 1 3,038 3,608 4 470 5,131 1,127 1,127 11,p8S 734 1,221 1,604 3.038 4,376 ' 5,715 7,054 §_II�NC11 RECESS LINTEL LENGTH I TYPE LATERAL E -8X6 -RDH I P••8X6-RDH I ADDED #5's T-8" (44") PRECAST 1,989 1,989 4,771 T-0" (48") PRECAST 1,761 1,761 3,743 T-4" (52") PRECAST 11581 1,581 3,014 4'--6" (541F) 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 6'4" (80") PRECAST 920 920 1,021 T -0" (84") PRECAST 868 868 909 7'-6" (901)) PRECAST 801 801 773 9'-8" (116") PRECAST 598 598 432 8 INCH LINTEL. GRAVITY E-8X8P"8X8-OG I,_P-8X8-1G P-SXi2-OG P -8)(12-1G P -8X16 -OG P -8X16 -1G P�8X20.OG P -8X20 -1G P�SXZ4.OG P -8X24 -1G P-8X28^OG P-8X28-iG P -8X32 -OG P-8X32-iG P -8X32 -1U P -8X32 -2U LENGTH TYPE TYPE N/A 312 N/A N/A 267 N/A N/A 228 N/A N/A 14'-8" (176") PRESTRESSED NIA N/A N/A N1A......... N/A____.____NLa-___ 848 N/A 14'-8" (176") PRESTRESSED N/A ,__-_NLA____ 399 772 1327 1,992 2,644 3,233 _ 3,478 1893 15'-4" (184") PRESTRESSED N/A 226 ---231---- N(A 502 -µ6Y6 - NLE'! 782 --1,243- N/A 15'-4" (184") PRESTRESSED N/A 365 701 1,285 _.__.!�L'°! 1,835 ...........N/A 2-143-6- 2,986 3,205 4 895 ._____L________ 17-4" (208") NLA---- NJA---- NLA---- 261 424 548 N/A---- ITA" (208") PRESTRESSED N/A -_-_ 286 ---- 562 ---- 1,025 -----NLA _-_- 1,466 _---NLA---...___-NLA---- 1,951 2,389 ---- 2,565 19'-4" I 232" ( ) PRESTRESSED N/A J N/A _-NSA__-- N1A__.. _____NLA____...__.NLA_-NLA.. .____165 -- ....... N�A___- I 578 655 231 457 840 1,205 1,606 1,968 2,111 21'-4" (286") PRESTRESSED N/A NLA---- .-__-LA____ N/A _ N/A N/A _ NLA N/A 197 312 402 189 378 701 1,009 1,348 1,653 1,771 ' 22'-0" (264") PRESTRESSED N/A N/A ------168 N/A NJA N/A N/A N/A N/A 3,353 4,563__ 772_-_ 7,242 339 632 912 1,21.9 1,498 1,603 24'-0" (288") PRESTRESSED N/A NJA -------- ---- NJA ---- -------- NfA ----- - N/A_ --- N/A -----__--_ _,..------------- N/A N/A ------------- 2,676 3 770 4,863 119 246 468 1680 414 1,124 1 1,200 LATERAL UPLIFT 8 INCH LINTEL E -8X8 P -8X8-1 U P -8X8 -2U P-8X1"2-lU P -8X12 -2U P -8X16 -1U P -8X16 -2U P -8X20 -1U P -8X20 -2U P -8X24 -1U P -8X24 -2U -_92 28-1U P -8X28 -2U P -8X32 -1U P -8X32 -2U N/A LENGTH TYPE N/A 312 N/A N/A 267 N/A N/A 228 N/A N/A 14'-8" (176") PRESTRESSED NIA _.__ 242--_- ^--_ 332_--- 524 682 848 988 1,142 7,552 10 005 12,457 14,910 248 396 672 977 1,356 1,654 1893 15'-4" (184") PRESTRESSED N/A 226 ---231---- r 309_ - 502 -µ6Y6 - 641 - -912- - - 782 --1,243- - _ 919 _ 1066_ -1 812 8,721 10,438 12,155 13,873 ' 4'-0" (48") 370 1,717 1 136 -----1________ 3 058 ._____1__-___._ 1 587- 4 895 ._____L________ 17-4" (208") PRESTRESSED N/A 191 261 424 548 652 773 868 5,916 9,916 11,317 (54 4'-6" ") I PRECAST" 194 301 509 757 1024 1,294 1,464 19'-4" (232") PRESTRESSED N/A .____165 -- 231 354 458 578 655 762 ' 5'-4" I (64") PRECAST 1,166 822 ___ __________•_____1________•_____L............. 169 289 435 632 851 1,109 1,237 ------1,13 --____ ___.__1,700_-____ 857 1 226 141 197 312 402 7,877 5-- 663 21'-4" (256") PRESTRESSED N/A ----232- - --- ........ -382- _ -__ --- -- --- - 580 1,092 2,143 3,353 4,563__ 772_-_ 7,242 552_ 732 924--- 1,052^ 22'4' (264") PRESTRESSED N/A --_-138 194 3 -- 384 473 562 632 1,582 2,676 3 770 4,863 140 225 356 513 691 875 1,004 24'-0" (288" PRESTRESSED NIA 125 .__12..- 181 --._) --03 256 ------------ 344 --------------- 431 -----------•------------- 501 872 ---._---___-_ Z 688 3,595 4,503 ' 8'-6' (102") 128 203 321 472608 920 .________----__ 762 884 LATERAL E -8X8 E -8X8 P -8X8 ADDED #5's P 8X20 OG - ----------- P -8X20 -1G P -8X24 -0G ___-----------_ P -8X24 -1G P -8X28 OG P -8X28 -1G N/A 382 N/A N/A 365 N/A N/A 312 N/A N/A 267 N/A N/A 228 N/A N/A 219 N/A N/A 198 N/A If DRISCOLL ENGINEERING, INC Post Office Box 357577 Gainesville, Florida 32635-7577 Phone: (352) 331-1513 Fax: (352) 333-6996 EB#8696 8 INCH LINTEL GRAVITY 8 INCH RECESS LINTEL E -8X8 P -8X8 -OG -------------- P YWIG P -8X12 -OG ----- ------- P -8X12 -1G P 8X16 -OG •------- ------ P -8X16 -1G P 8X20 OG - ----------- P -8X20 -1G P -8X24 -0G ___-----------_ P -8X24 -1G P -8X28 OG P -8X28 -1G P -8X32 -OG P -8X32 -1G LENGTH TYPE LENGTH TYPE P -8X6 -RDH -1G P-8X10-RDH-iG P -8X14 -RDH -1G P -8X18 -RDH -1G P -8X22 -RDH -1G P -8X26 -RDH -1G P -8X30 -RDH -1G ' PRECAST 21027 3,893 ----- 5 668 _____ _,_____ �_______._____ �_______.__.___:____»__ 19,582•_____L._._____.._____L_____ 967 ------------------- 3 898 --------L_____.-__ 4 483 ________L______-_._ 4,219 7,552 10 005 12,457 14,910 17,363 19 81,5 '1 3'-6" (42") PRECAST 21080 947 -----'-------- 4 351 •----_ �._____-- 5 792 7 129 8 467 9 8Q5 11 142 , ------- 854 -6 3 058 ....5-_____ 2,175 4,579 6,983 8,721 10,438 12,155 13,873 ' 4'-0" (48") PRECAST 1,717 1 136 -----1________ 3 058 ._____1__-___._ 3 976 ._____1________ 4 895 ._____L________ 5 813 ._.___!________ --------- 6 731 7 649 764 ---- _.___ 2 463 ___ _._ 2 833 ___ ................ 1,187 3,259 5,220 7,114 8,515 5,916 9,916 11,317 (54 4'-6" ") I PRECAST" 1 460 965 ______________ 2 192 •_____t___-____ 2 898 ._____L________ 3,567 __-__L___--___ 4 236 -_-___L__-_---_ 4 905 -_____L__-___-_ 5 574 i 2,228 2,563,----- 1,008 2,349 4,004 5,660 7,188 8,371 9-553____ ' 5'-4" I (64") PRECAST 1,166 822 ___ __________•_____1________•_____L............. 1 191 2 619 ____»»_ 3,985 ' __. _L_______-...__ S 350 '__-_____.___»_L________._____L________ 6,646 7 559 ------- --- -- ---- ------1,13 --____ ___.__1,700_-____ 857 1 226 2r749 4,114 5,479 6,844 7,877 (70") PRECAST 1 040 733 __---764 ---_ .__ __ Ldf? ____ •____2�p2$ ____ ,238---- _-_ 4,448 5,321 --_-5,772 6,051 ------6982--__ i 1,092 ___________________ 1,538 __ ______ __-- 580 1,092 2,143 3,353 4,563__ 772_-_ 7,242 6' 6" (78") PRECAST 907 --------692___-- __-- 982____ •_-__11275 --- •-__ 2,572__-- ___ 3,666_- - _-- 4,759__-- _-- 5,853 ___ ' 978 1 120 __ ._ --f .......... 720 1,010 1,582 2,676 3 770 4,863 5,957 7'-6" {90") PRECAST 760 582 824 11068 ___ 11694_-__ .__ 2,602 - 3,509_ 4,417 494 921 ___...._•,____________ 1 054 _______ �----__---- 605 847 i,092 1 780 Z 688 3,595 4,503 ' 8'-6' (102") PRECAST 702 502 -------------- 711 •-----___-_---- 920 .________----__ 1 131 -_____i_-____-_ 1 846 __ ._____L__-__------- ,-__ 2 621 3 397 - --- -- 455 ---- - __-- 847 . _- --___ 969 457 730 940 940 1,151 1920 2 695 3,471 Y-4" (112") PRECAST 582 451 - --458 -- 637 ____655-�� 825 ---x$43--�- 1 013 ----1,031 _- 1,203_-__ _- - ...._---1,545..... - 629 __ __ __ 719 ____ ---_. 358 594 872 1,122 1,221 2,123 2,814 _ 10'-6" (126") PRECAST 506 394 857 ___ ._____721_ 885 1 049 1 215 2 046 5 376 - 410 573 736 900 1065 1,503 2,103 I 11 _41' (136' ") PRECAST 461 411 _---426 --- •----- 563 --__•------- 714 ---- -- ----- 867 --___,_-_-_!034__-____---___________,_____L__.___-_ 1020 1,174 1719 545 913,-��� 5-7y 77 729- 881E 1 1,188 1,773 �-411 12'-0" (144") PRECAST 431-----426--------- (1'12") 563 __ -877.......... - __ 714 --------- 867 -_ _881_---------1-------- 1020 1,174 - _1-188- _ 1,719 -1-773- ;--� ___2,065 __ _-2,370 667 7 034 13' 4" (160") PRECAST 340 __ _ 386 527 670 --""'8"'2'6 81 211091 _ 955 - -969_ _ _ 9 244_ 10'-6" (126") PRECAST 230 440 683- 1,135 1113 1,258 ' 14'-0" (168") PRECAST 285 343 ______________ 469 ,____---------- 595 •-------__ 722 --------- 849 976 1,104 968 1,198 1,429 • 1,661 2,606 861 988 1 116 14'-S"(176") PRECAST 239 325 -------------- 444 -------------- 564 -------------- 684 --- -------- 804 -------------- 924 -------------- 1045 -----L__ 1 303 337 456 575 695 815 935 1,056 ' (184") PRECAST 202 309 -----^^_______ 422 .__ _ _______-- 536 •_______ ______ 649 •___ ,...___--___ 763 .______________ 877 .______.______..._.._.... 992 --- 503 527 --------- 717 320 433 547 660 774 888 1,003 8 INCH RECESS LINTEL UPLIFT P -8X6 -RDH -OG ----------- ------- E 8X6 RDH P-8)(6 RDH -1U- P-8)C6-RDH-2U P -8X10 RDhI-1U P-8X10 RDH^2U P -8X14 RDH 1U P -8X14 -RDH -21_11 P -8X18 RDH-iL) I P -8X18 -RDH -26 P -8X22 -RDH -IU P -8X22 -RDH -2U P -8X26 -RDH -1U P -8X24 -RDH -2U P-8X30-RDH-lU P -8X30 -RDH -21_1 LENGTH TYPE P -8X6 -RDH -1G P-8X10-RDH-iG P -8X14 -RDH -1G P -8X18 -RDH -1G P -8X22 -RDH -1G P -8X26 -RDH -1G P -8X30 -RDH -1G ' T-8" (44") PRECAST 21027 988 -------------------_ __ 3 045 J.: ____..__,,.._._ �-4,297 5 668 _____ 8 365 _____L 10 354 -_--_-- '---____-- _ 12 292 r -- W12 13 954 , ----13 967 ------------------- 3 898 --------L_____.-__ 4 483 ________L______-_._ 988 6 824 ---^-__J __________._______1_-----^-^--•---_-__, 5,665 8,365 10 384 292--�- 954 4'-0" (48") PRECAST 1,799 881 ------------------------- 21411-__-� -_-__ 4,607----_ _-----6--__-__ 9,107 ----------------- 10 812 __-_-__�___-....... 12,240 ------- 854 -6 3 058 ....5-_____ 881 3t403 4,607 6,980 9,107 10,812 12,240 ` y' 4" (52") PRECAST 1,619 796 -------------- 1 962 -= _ 3 780 5,727 7 503 1_______-_-.-______.-.. 9 278 10,777 764 ---- _.___ 2 463 ___ _._ 2 833 ___ ................ 796 2,704 3,780 5,897 8,014 9,654 10,899 _ 4'•-6" 1 54" ( ) PRECAST 1 542 .__ _760 --- - 1,785 ----2,409---- ---- 3,431 5,198 -- - -- -5 6,808 -- -7,448 r-- 8,418 ----9,165_ _. 9 751 _ » �10,332_� i 2,228 2,563,----- 760 _-^3,901____ _ 3,431»�-_ 440 _ 1,256 3,404 I 5'-8" 1 (68") PRECAST 1,008 599 - -��- -------- - 11038M- -_ r ---1 ��---1,507 _ ...._____ ___ 2 965 -- --L_______-- -- ----3!876 __--- --r-- 4,786_---- -_--- 5-419 ---__ 7649 ------- --- -- ---- ------1,13 --____ ___.__1,700_-____ 599 273 1,507 3 324 4,858 6,392 1,642 --�- 5'-10" I (70") PRECAST 941 ------- 580 974 ----------- 1 458 •_----_., 2 773 � 3 623 1 4 473 ________�____ 5,045 , __-___________.__ 1 1,092 ___________________ 1,538 __ ______ __-- 580 1,231 1,458 3,088 4 565 6,042 7,242 6' 8" (80") PRECAST 214 ______ 517 ___._» 733 __13$3__---. _.__ 1 284 _. ---^21055------------ 21679 ----------- 31304_-___ ..... 3,651 ---- I 978 1 120 __ ._ --f .......... 517__. 3 031 •.______ ________-__.____-__.�-__ 1,284_____ 2,210 3,506 4,801 5,820 7' -0" (84") PRECAST 195 ---_...,_491---____-- 664 ic217 __--11563___-- __---2,409 2,969 ---------------------- 3,252 494 921 ___...._•,____________ 1 054 _______ �----__---- 491 1,026 1,217 1,563 3,110 4,328 5,268 ' 7'• 6" I (90") PRECAST 171 457 __________________._-----__ 580 ___---__ 1 130 •_____ _L_________ 1 452 _______L______-__ 2 079 _-_____1_____-----.----- 2 561 ________-- 2 765 -----__L_________ - --- -- 455 ---- - __-- 847 . _- --___ 969 457 951 1,130 1,452 2,600 3,717 4,557 1 91-811 1 (116) PRECAST 113 358 ____ ____________.- __ __370 _ _ - •- 810..__ -- 969 ____ ------ _..-_-- --___11254 __ _.. -__ 1,538 . ...._---1,545..... 338 __-_ __.__ 629 __ __ __ 719 ____ ---_. 358 594 872 1,122 1,371 1,619 2,495 S INCH L114TEL GRAVITY 8 INCH LINTEL E -8X6 -RDH P -8X6 -RDH -OG ----------- ------- P -8X10 -RDH -OG ------------------- P -8X14 -RDH -OG -------------------.___, P -8X18 -RDH -OG . _.______.__ P -8X22 -RDH -OG .__------------------------------_--__ P -8X26 -RDH -OG P -8X30 -RDH -OG ,__-________________ P-SX24-11-1 ------------ I P -8X24 -2U ---------------------------------- LENGTH TYPE P-8X32-1UADDED P -8X32 -2U P -8X6 -RDH -1G P-8X10-RDH-iG P -8X14 -RDH -1G P -8X18 -RDH -1G P -8X22 -RDH -1G P -8X26 -RDH -1G P -8X30 -RDH -1G O 2'-lq" (34") PRECAST , ' 3'-8" (44") PRECAST 1,636 967 ------------------- 3 898 --------L_____.-__ 4 483 ________L______-_._ 5 654 -_C_-__-___-- 6 824 ---^-__J __________._______1_-----^-^--•---_-__, 7 995 9,166 _..-__-.__--� 967 4,078 5,195 7,313 8,910 10,507 12,104 20,21.2 PRECAST 1,445 ------- 854 -6 3 058 ....5-_____ 4 435 5r354 6 272 7, 190(48n) ------- __ 4,845__- __ 7,747--_ __10,059 ----------- 12L1�11__ 3,259 4,239 6,200 7,_6 9,216 10,616 ' (52") PRECAST 1,294 764 ---- _.___ 2 463 ___ _._ 2 833 ___ ................ 3 572 ___----------------- 4 312 ___ 5 051 ____ ___ 5 791 __ 1_ ___ q 764 2,619 3,492 5,238 61959 8,206 9,453 4'--6" (54") PRECAST 1,229 726 2,228 2,563,----- ------3w232 _-^3,901____ _ ------ 1571............. 5,240------ _ 1,256 3,404 726 2 349 3,177 4 832 6,488 7,780 8,962 -' " I , 5 -8 (68 ) PRECAST 908 ------- --- -- ---- ------1,13 --____ ___.__1,700_-____ ______2,958_ - ___ - -r--- _4,215------------- --- -----^ - __---61107------ I _-�_ 11,315 1,642 582 1 134 1 700 2 958 4,215 5,473 6,730 5'-1 " s (70") p PRECAST 875 562 ___________________ 1,092 ___________________ 1,538 __ ______ __-- .___ 2,748 --___-___-____-- _ 3 - - ----- ----- 41955 -------------51686 --_---- ___--- _�-_.__.•_--- PRECAST 1,481 562 1,092 1,538 2,748 3,958 5,168 6,377 6'-8" (80") PRECAST 740 524 978 1 120 __ ._ --f .......... 1 973 _____ _ �._ __- _._ 3 031 •.______ ________-__.____-__.�-__ 4 088 _--__,__-----� -------------------------- 5,146 ---------- - -- 4=889 _, _ _5,739 r 524 524 978 1,120 1,973 3,031 4,088 5,146 71-011 (84") PRECAST 696 494 921 ___...._•,____________ 1 054 _______ �----__---- 1 691 ,-____-� ' _____..__._ •.-____ 21683 ______ 3 675 .-___---'----------------- _ 41667 ����-_ 6'-6" (78") 494 921 1,054 1,691 2,683 3,675 4,667 7'--6" (90") PRECAST 639 - --- -- 455 ---- - __-- 847 . _- --___ 969 1 215 _.__Y 2 234 ------2,23------ 3 142 ------3,142 ____ 4 049 _---4 , ----- 1,221 1,604 3,038 455- 847 969------ 215_-_- 049 ' 9'..8" (116") PRECAST 336 338 __-_ __.__ 629 __ __ __ 719 ____ ---_. 900 --._ ----__ 1 081 --___ f ___-- -_____ 11596 __--_- _--^--2,259 -_ { 951 773 338 629 719 900 1 081 1,596 2,259 8 INCH LINTEL UPLIFT LATERAL E -8X8 P -8X8 -1U -- ------------------------------------- P -8X8 -2U P -8X12 -1U P -8X12 -2U P -8X16 -1U P -8X16 -2U P -8X20 -1U •------------ P -8X20 -2U P-SX24-11-1 ------------ I P -8X24 -2U ---------------------------------- P -8X28 -1U --------------------------- P -8X28 -2U P-8X32-1UADDED P -8X32 -2U E -8X8 P -8X8 #5's - -- - LENGTH TYPE O 2'-lq" (34") PRECAST 3,533 4,074 ------------•••••••- 8L203___,__11c335__.__1�c2g�.-•-_�17-253__ v _-201212_ - 23,171 ------------ 3,487 3,487 10,396 UJ 4,074 8,203 11,335 14,294 17,253 20,21.2 2.3,171. 3' 6" (42") PRECAST 2,571 __ 1,944___ __ 4,845__- __ 7,747--_ __10,059 ----------- 12L1�11__ __111123 __ 161305 _ 2,525 2,525 5,451 1,944 4,845 7,747 10,059 12 141 14,223 16,305 q Z U PRECAST 2,138 __ 1_256_^- -- 3,404___ _ _ ---- ___ 8,15q •______..__ _ 98943 __ ,____ __ 11,648 _ ________ --13,353 _ 2,092 2,092 3,743 1,256 3,404 5,777 B-11-5-0 9,943 11 648 13,353 4'-6" (54") PRECAST 1,832 --1,079 ._ - -_ 2,410_-� ^- 4,419- -- 6,427 •____________ 8,426 __..______._.. 9,871 ___..._. 11,315 1,642 1,642 2 727 ' 1 079 2 410 4 419 6,427 8,426 9 871 11,315 5'-4" (64") PRECAST 1,481 8-- 899 1-- -- 1,455 - - ---- 3,009 4,671--_ 4,671 - ---- -_ 6,334 ---71109...... 7,996 81161_- 9,379 _ 1,436 1,436 1,763 5'-10" (70") PRECAST 1,330 _ _ $08 - 1,232___ r-1,308 __ -- -- •-- 318 0--- -- 4=889 _, _ _5,739 r _--61589__ _. 1,285 1,285 1,411 808---- 2,332 3,810 5,287 6,76W--1 8,242 6'-6" (78") PRECAST 1,027 734 ---- ------------ iL115-_- __ 1-491-__ 3,038 ____L_------ 31808 __ .--__ ------------- 4 470 5,131 ____ 7"6 1,127 1,127 11085 734 1,221 1,604 3,038 4,376 5,715 54 71-611 (90") PRECAST 634 ___ 624 ___ 951__ _.___1,275__ .___2 ----- _ - -- 21774 __ ---3,255 ^- _-^3,736^ - 951 951 773 624 1,042 1 367 2,025 3 142 4,259 5 376 - 8' -6" (102") PRECAST 427 --- 545--------- 833 _ -^1L118__� 1,401_-- ��-1,483 _ _ iz - 2, 9 -- --. 2 498 ^ 2 867 _._ _ - 823 823 579 545 913,-��� 1,197 2 266 3,225 4,184- - _._ 9'_=}" (1'12") PRECAST 323 ---495-------- 756-------1,016_-_ __ 11274 -- ,_--1,531___ ___2,065 __ _-2,370 667 667 46B 495 829 1 088 1 347 1,607 2 568 3,427 10'-6" (126") PRECAST 230 440 672 904 1,135 1,364 _ 1,593 1,8-- 512 512 359 440 738 968 1,198 1,429 • 1,661 2,606 - 11' 4" (136") PRECAST 376 421 _.____ . -- 584 .------------•-------- 794_-_- 1 004 ----L__ _ -_ __,1.214-- 1 24 ___- 1______ 1 633 _______ ----- - 595 595 303 421 747 962 1,179 1,396 1 614 - 12'-0" 144" PRECAST 318 --- 503 527 --------- 717 ---- 9f}6 11095 .._1,..1,527- ___1,284 1,473 _--•_- 510 512 267 503---------- 503 707 11---- 911 1 116. 1'321 �_ 1 734 _ - (160") PRECAST 238 360 -------_---__. 440__...___ _ .-_- 598---� 755 __._......_-_ ____912 _-- , _--1.070_- _--11227- 361 361 212 360 640 1 825 1,011 1,197 1,383 1,570 (168") PRECAST 210 344 ------------ 344 406 --- 6 f- ---- 612 551 •----_____-__ 789 69 7 .-_-________- 967 842 ,_ --_____-- 1,144 9 87 --___-___- -- 1,323 1 132 ____1 ___ __ 1,501 309 309 191 14'-8" (17611) PRECAST 187329 -______-- 329 378 •------__-_-- 587 512 •----_..._____ 757 646 •-__..__-- 927 781 ,-----------------..._» 1,097 915 1,268 1050 _.,,, 1 _ --- 1440 - _ 265 265 173 15'-4" (184") PRECAST 168 316 316 353 564 478 7271 603 891 729 11,055 854 1,219 979__ 1,384 230 229 157 A R C H IT EC T S .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 : W w O v UJ Q � V q Z U h A C-� SUBDIV. & LOT: TUSCA NORTH LOT X13 PROJECT# 1703.00 MODEL: "1970" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (PRO -CRETE) ARCHITECT: STATE OF FLORIDA 0 201d NO DATE: 03/09/10 SCALE: 1/4"=1'-0" SHEET 1B.2 o3 rl 6 Eo ELEVATION "A" & "B" 8'-8" SEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "5" iI1 .O�'I'll WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA 5UILDING CODE, 2001 ALLOWS THE PRESSURES TO 5E AVERAGED WHEN THE OPENING 15 PARTIALLY LOCATED IN 50TH ZONE 4 AND ZONE 5 WIND PRESSURES ARE BASED ON WIND SPEED=120MPH (3 SECOND GUST) IMPORTANCE FACTOR =1.0 EXPOSURE CATEGORY = E5 MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED 5UILDING ii1-nil PERCENTAGE OF AREA WITHIN ZONE 4: A4=11.33=16=0.71ft2 PERCENTAGE OF AREA WITHIN ZONE 5: A5=4.66= 16=0.29ft2 AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21.9 (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) = -17.05 + (-7.7) _ -24.75 psf AVERAGE GARAGE DOOR PRESSURE: p=21.8/-24.8 26 -SH COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSl1FE FOR 3 SECOND GUSTS CALL If SQUARE FOOTAGE WINDOW 89E AND TYPE ZONE M MPH WIND REMARCS 120 MPH WIND 1 112 16'-0 x 1'-0 GARAGE DR. 5 18.3/ -22.4 21.8/ -26.1 2 20 3068 DR 4 20.8 / -22.6 24.1/ -26.9 3 22 35-5H ARCHED TOP 4 20.1/ -22.5 ELEV. "All 4 "g" 24 ro/ -2rob 4 11 25 -SH EGRESS 4 21.1/ -22.9 25.1/ -21.3 5 10 23-5H 4 218/ -23.6 25.9/ -28.1 ro 11 25 -SH 4 21.1 / -22.9 U 25.1/ -21.3 11 25 -SH 5 21.1 / -28.0 25.0/ -33.1 8 33 5'-0" X 6'-8" S. G. D. 4 20.2/ -22.0 24.0/ -2ro.3 9 11 EGRESS 4 21.1 / -22.9 25.1/ -21.3 10 11 25 -SH EGRESS 5 21.1 / -22.9 25.1/ -21.3 11 11 25-5H EGRE58 4 21.1 / -22.9 25.1/ -21.3 12 11 25-5H EGRESS 4 21.1 / -22.9 25.1/ -21.3 13 11 EGRESS 4 21.1 / -22.9 O 25.1/ -21.3 14 19 26 -SH 4 20.9/ -22.1 ELEV. "C" 4 "D" 24.8/ -21.0 15 19 26 -SH 5 20.9/ ELEV. "C" 4 "D" 24.8/ -21.0 26 -SH rr I ENTRY I I 14 15 I I �------------- ----------------- (D-ELEVATION ELE V ATION 99 C 99 & 99 D 99 9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "G" 4 "D" A R C H I T E C T# O/Gs-rDe oufrnc. .41 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 7 E" 1w C w a U W � O �L � z 0 � h 0 A � E4 LOW $VSDIV. & LOT: TUSCA NORTH LOT #13 PROJECT# 1703.00 MODEL: "1970" GARAGE STING: LEFT PAGE: WIND LOAD CALCULATIONS ARCHITECT - STATE OF FLORIDA 201 i CANTWELL NO 12079 DATE: 03/09/10 SCALE: 1/4"=1'-0" SHEET I C OFI a a (DNLN ICHE DETAIL 11 IF N (g,AKUTCHEN DETAIL (��NKITCHEN DETAIL a)aAjllll\,'oCH Fli FAM 0 WN AUMMMUS 99 99 FLUUR PLAN ELEVAT10"N A 8'-8" SEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "B' �P STONE. ELEV. 99 99 B MODEL SPECIFICATIONS * GARAGE DRYUUALL TO SE TAPED, UNPAINTED, UNFINSHED * LUINDOLU SILLS TO SE OPTIONAL * MASTER AND SECONDARY BATH TO RECEIVE 36" MIRROR * VANITY MIRRORS TO BE RAISED OFF BACKSPLASH *ALL DOORS ARE 6'-S" HIGH UNLESS NOTED OTHERLUISE. 1-6 2'-4" 3 -SH N LU SIT. RM. LAV( a' -a" CLC. 1 (CARPET) 77 4 3-0 liK ;n BF. 1— 1'-4" 8'-4 1'-4" ARCH - OPT. SITTING RM.. 3068 � ENTRY � 26 -SH 26 -SH --- 9'-4" CLC. STONE- ELEV. *D I � V- 1 -4 5._4.. 1 -4 11'-6" 1'-4 20 -10 16"X16" EASE W/SQ. TAPERED COLUMN ARV. ]ELEVATION "C" & 79 D" 9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D" +v 2 -l'- 9 10'-0" 2'-3"Irl 1 6x6 POST 1 COVERED PATIO I' 16'-4" 4'-S"I I I 5068 S.G.D. 1 AGT I VE 8COV. P 14'-0" v I -------------- 4x4 4x4 POST POST I I I I I I COVERED I PATIO 1 14'-0"x12'-0" 1 1 6 -all CLS. 1 I I I I 5068 COVERED PATIO BEARING HEIGHT THROUGH OUT ELEVATION "A" R "B" *9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" A R C H I T E C T S 441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M 0003325 h 03/09/10 sQ.FT. F7 In, cALc.'s 2 w IVING GARAGE ENTRY ELEV. "A" 4 "S" ENTRY ELEV. "C" 4 "D" 15-10 406 24 101 SQ. FT. SQ. FT. SQ. FT. SQ_ FT. TOTAL ELEV. "A" 4 '5" TOTAL ELEV. "C" 4 "D" PAT 10 OPT. COVERED PATIO 2400 2483 35 80 SQ FT SQ. FT. SQ. FT. SQ. FT. 1-6 2'-4" 3 -SH N LU SIT. RM. LAV( a' -a" CLC. 1 (CARPET) 77 4 3-0 liK ;n BF. 1— 1'-4" 8'-4 1'-4" ARCH - OPT. SITTING RM.. 3068 � ENTRY � 26 -SH 26 -SH --- 9'-4" CLC. STONE- ELEV. *D I � V- 1 -4 5._4.. 1 -4 11'-6" 1'-4 20 -10 16"X16" EASE W/SQ. TAPERED COLUMN ARV. ]ELEVATION "C" & 79 D" 9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D" +v 2 -l'- 9 10'-0" 2'-3"Irl 1 6x6 POST 1 COVERED PATIO I' 16'-4" 4'-S"I I I 5068 S.G.D. 1 AGT I VE 8COV. P 14'-0" v I -------------- 4x4 4x4 POST POST I I I I I I COVERED I PATIO 1 14'-0"x12'-0" 1 1 6 -all CLS. 1 I I I I 5068 COVERED PATIO BEARING HEIGHT THROUGH OUT ELEVATION "A" R "B" *9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" A R C H I T E C T S 441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M 0003325 h 03/09/10 SCALE: 1/4"=1'-0"' SHEET 2 w f w d Ct w � d 0 O A h Q (1 Ch SVHDIV. 8c LOT: TUSCA NORTH LOT X13 PROJECT# 1703.00 MODEL: "1970" GARAGE SWING: LEFT PAGE: FLOOR ]P LAN ARCHITECT: STATE OF FLORIDA 1 0 2010 NO DATE: 03/09/10 SCALE: 1/4"=1'-0"' SHEET 2 Orl f p 11 �w 7 A-)KEYSTONE ScaLE:3/4'=1'-0' �12 � t5 l S' -S" BRG. HGT. jh II -011 0'-0" FIN. FLR. HGT. RAISED BAND (T1'E'.) 30" DECO CRICKET— LOUVER AS SPE C. -�-i•� I -al lei 1-81-01 mi 0'-0" FIN. FLR. TEXTURED FINISH V-5" E3RG. HGT. V -m' I'-0"+� — 611-4" BUILDINC% HGT. �5 cn INIINQ�I 0 lm.m FN FLR REAR ELEVATION TEXTURED FINISH r6 8' - 8" BRCS. HGT. 1-0II .�--5" RAISED BAND Ct1'f'J ._----RAISED STUCCO COL. 0'-O" FIN. FLR. 19-1 j 0'-O" FIN. FLR. IV A R C H I T E C T S Design Group �n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #:0003325 SUBDIV. & LOT TUSCA NORTH LOT #13 PROJECT# 1703.00 MODEL: „1970„ GARAGE SWING: LEFT PACE: ELE VATIC) N >> A" FRONT & REAR ARCHITECT: STATE OF FLORIDA � ? '0 20,1 JA CANTWELL NO 12079 PR&T DATE: 03/09/10 SCALE: 1/411=1"-0"" SHEET 3 A Orl 6 W C w w w � Q O U z q U h � E4 SUBDIV. & LOT TUSCA NORTH LOT #13 PROJECT# 1703.00 MODEL: „1970„ GARAGE SWING: LEFT PACE: ELE VATIC) N >> A" FRONT & REAR ARCHITECT: STATE OF FLORIDA � ? '0 20,1 JA CANTWELL NO 12079 PR&T DATE: 03/09/10 SCALE: 1/411=1"-0"" SHEET 3 A Orl 6 0'-0" FIN. 1 i_A" 0'-0" FIN. FLR. OL IT 11 OFF -RIDGE VENT OFF -RIDGE VENT OFF -RIDGE VENT" 5 LEFT TEXTURED FIN15H 1 ::1 -- OFF-RIDGE VENT OFF -RIDGE VENT OFF -RIDGE VENT RIGH TEXTURED FINISH ELEVATION lul A 6-5" SRG. HGT. 8'-8" BRG. HGT. /21-411 0'-0" FIN. FLR. 0'-0" FIN. FLR. J - _—_____--___ ELEVATION 1 C®V® PORCH LEFT SIM. R C H IT E C T W A Desi n rou Inc. N. RONALD REAGAN E _ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ww.abdesigngroup.con AA #: 0003325 SUBDIV. & LOT: TUSCA NORTH LOT #13 PROJECT# 1"703.00 MODEL.: "1970" GARAGE . T#MG: LEFT PAGE: ]ELEVATION >> A," LEFT & RIGHT ARCHITECT: TE OF FLOF D ; 03/09/10 SCALE: 1/4"=1'-0" SHEET 14A orl 6 1 W W w � n � O A 0 h 0 A SUBDIV. & LOT: TUSCA NORTH LOT #13 PROJECT# 1"703.00 MODEL.: "1970" GARAGE . T#MG: LEFT PAGE: ]ELEVATION >> A," LEFT & RIGHT ARCHITECT: TE OF FLOF D ; 03/09/10 SCALE: 1/4"=1'-0" SHEET 14A orl 6 1 HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON 4'- 11 1/2-1 " -11 vz DES. UPLIFT GRAVITY FASTNER }-META-16 1450 (1) 10d x 1 1/2 I -PLY/ (b) Ibd 2 -'PLY w Z (2) META -I6 1985 (10) 10d x 1 1/2 1 -PLY p 1900 (14) 16d 2 -PLY V) a HETA-16 1010 (9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY DBL 2 DBL 2 DBL 2 DBL 2 HETA-20 1010 (9) 10d x 1 1/2 I -PLY/ (8) Ibd 2 -PLY W 44ETA-20 2035 (10) 10d x 1 1/2 I -PLY (2) 2500 (12) 16d 2 -PLY MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD HGT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD 4 -GT -3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD LTA1 1420 (12) 10d x 1-1/2' VGT 4940 (1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD (2)vrxT(2-PLT/3-PLT) 1185/8890 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY IMIN. 12EMBED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) 10d x 1 1/2 HTS -I6 1150 (16) 10d x 1 1/2 44TS-20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 925 (10) 10d LSTA-10 ++ 1235 (14) 10d (/T MSTA-18 ++ 1315 (14) 10d Q MSTA-24 ++ 1640 (18) 10d X MSTA-36 ++ 2050 (26) 10d F_ MST[ -36 3800 (36) 10d x 1 1/2 MST[ -48 5065 (48) 10d x 1 1/2 H6 950 (8) 8d TO PLATES, (8) 8d TO STUDS SP4 S05 (6) 10d x 1 1/2' TO STUDS A33 150 (4) 10d TO BEAM (4) 10d TO POST. HCP2 645 (6) 10d x 1-1/2' HIC 995 (16) Od x 1-1/2 ABU 44 2200 6665 (1) 5/e' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (12) lbd TO WOOD V) ABU 6b 2300 12000 0) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. -I' EMBED-) IN CONC., (12)16d TO WOOD = LTT15 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (8>10d TO WOOD O LTT2013 +++ 1625 (I) I/2' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN GONG. (2)X' BOLT TO WOOD U 3610 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN_ 1' EMBED.) IN CONC. (IS) 10d x 1 1/2' TO WOOD Z 'Q4350 HTT4 4235 (1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' i=MBED.) IN CONC. (18) lbd x 2 1/2' TO WOOD (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN GONG. (26) 10d x 1 1/2' TO WOOp HTT5 4610 5090 (1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) 10d TO WOOD (1) 5/0A.T.R. IN HIGH STRENGTH EPDXY, . 1' EMBED.) IN CONC. (26) 16d x 2 /2 O WOOD HHDQII-SDS 2.5+ 11,445 (1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24)SDS a' x 2V WOOD SCREWS "D'i 6490 (1)1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (BA" STUD BOLTS TO WOO MBNA 3.56/11.25 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMA.). TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C11.U. FACE, (IS)1Od TO BEAM V) Of W HUSC412 (WOOD) 3240 2510 (FLOG (10) l6d TO HEADER (10) 16d TO WOOD 3140 (ROOF) 0 HUC410 (CMU) 1810 5005 M-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD Z a HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. U ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE I- 0 A.T.R. - A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAILING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A67M-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 SIMP50N '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. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO SINGLE STORY APPLICATION 4'- 11 1/2-1 " -11 vz AND UP SIZE CLEAR SPAN DBL 2 DBL 2 PBL 2 DBL 2 x Io x 5 x 10 x 12 UP TO 5'-4' 5'-4' TO 1'-0" -1'-0" TO 10"-0" 10'-0" AND OVER TW0 STORY APPLICATION DOWN STAIRS 3 NUMBER OF FULL LENC-sTH STUDS SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x roo x 5 x 10 x 12 UP TO 5'-0" 5'-0" TO 6'-4' 6'-4" TO 8'-0" 6-0" AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO 0'-0" U.N.O. 4'- 11 1/2-1 " -11 vz AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENC-sTH STUDS 2 AT EACH END OF HEADER 3LI F(2x12 2 SYP) NAIL (3)12d 6 ro"-S" O.G. TYP. 2x12 BM./HDR. 2x4 I/1ia" 0.8.5, I -K -2x4 '**,�A FOR DRIP EDGE AT 50TTOM TYP. FALSE 5EX-1 SCALE: NTS FRAMING NOTES: 1. HURRICANE STRAPS TO SE MANUFACTURED 3Y SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAP'S ARE AS FOLLOWS, U.N.O: * TIRU55 TO MASONRY/CONCRETE SHALL IBE META -1& * FLOOR JOIST TO MASONRY/CONCRETE SMALL 5E META -16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRU55 TO WOOD FRAMING SHALL 5E MTS -12 3.TRUS5 TO TRUSS CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED 5Y TRUSS MANUFACTURER. 4. REFER TO TRU56 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN (o. MIN. 2X4 HIP CUT BLOCKING SECURED W/3 -10d GUN NAILS OR 3-12d HAND DRIVES a EA. END. CUT PITCH 4 5E VE L TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. w Q ROOF FRAMING PLAN] T4GE I 2X10 BM TO &X6 POST I (2) M5TA-24 POST TO SLAB 1 ABU -66 11 11 �1 ]I PIA, lll IIIA. IIIIC 1 4 -J, I PUC 310 �C�� pyv P3 C410 W/S X6 X2 )- .� W/8- X& X2 TAPCONS (4 TAPCONS (4 \PER FLANGE) PER FLANGE) COV T® PORCH SOUTHERN TRUSS 03/30/09 A R C H I T E C T S Design Group �nc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W O C.) W Q C3 —1 Q Z � O q U q� m h ti SUBDIV. & LAT: TUSCA NORTH LOT X13 PROJECT# 1703.00 MODEL: "19"70" GARAGE SWING: LEFT PAGE: TRUSS PLAN A„ ARCHITECT: STATE OF FLORIDA 0 20 Id CANTWELL NO 12079 DATE: 03/09/10 SCALE: 1/4"=1'-0" SHEET 1)" jl�\ o 61) o . � Mpt)" ELECTRICAL LEGEND SYMBOL DEFINITION NOTES rll 125V OUTLET 20 AMP 6 110V OUTLET LAUNDRY/WASHER 20/1 1 I/2 of OUTLET 1500 110V OUTLET WIRED TOO 2 14 SWITCH D 15HWASHER 15/1 3 EG7UIPED WITH 1200 8GFI 110V OUTLET GROUND FAULT I 14 1000 MICROWAVE/HOOD RNTERU RANI (T 5 220V OUTLET 4 WIRE DRYER 30/2 CONNECTION LUP EXTERIOR GROUND FAULT GsFI WATERPROOF OUTLET INTERRUPTER 12000 SWITCH 30/2 11,13 SWITCH 3 -WAY OPER lt4 SWITCH 4 -WAY OPER. n WALL A/C CONDENSER 30/2 MOUNTED 10 306 -1 LIGHT 20/1 18,19,20 12 CEILING LIGHT 1965 SQ. FT. LIGHTING/RECEPTO 3 WATTS 15/1 VPRO°OF 5895 `O.1 TOTAL VP LIGHT TOTAL LESS A/C LOADS IST 10000 REMAINDER PER NEC -220-30 (B) A/H UNITS PER NEG -220-30 (C) (5) 38895 10000 100%'0 28895 40%'0 11067 65%'0 TOTAL VA AMPS RECESSED CALCULATION IF HEAT PUMP IS USED TOTAL VA IN PANEL LESS A/C LOAD HEAT PUMP LOAD PER NEC -220-30-(2) 100% TOTAL VA AMPS CAN ® VENT. FAN 1 CFM PER SQ. FT. VENT, FAN 1 CFM PER W/LIGsHT SQ. FT. 2' LIG44T STRIP 4' LICiNT STRIP 4' RECESSED 2-5UL5 WRAP ® FLUORESCENT LIGHT AROUND J 2' FLUORESCENT 4'FLUORESGENt 4' TRACK LIGHT ® PANEL U METER SMOKE BATT. BACK-UP • v.D. DETECTOR W/ HARDWIRE INTER - WALL BATT. BACK-UP MOUNTED W/ HARDWIRE S D' EINTER- DETECTORN COTED !BATT. SACK -UP (� CARBON MONOXIDE/ W/ HARDWIRE CON EC ED `CYS/CO SMOKE DETECTOR SHALL BE A COMBO DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT 4 NATURAL GAS � OUTLET TELEPHONE JACK m WH WATER HEAT. DISCONNECT A/C AIR COND. �r DISCONNECT tv. TELEVISION JACK CEILrNG SOX REQUIRED TO BE SUPPORTED O J -BOX IN ACCORDANCE W/ SOX MARKED AS SUCH FOR INSPECTION CEILING FAN/LIGHHT CEILING 5OX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT KP OPTIONAL SECURITY KEYPAD PUSH- FOR 4• PB. BUTTON CHIMES NOTES: LOCATION OF TV JACKS d PHONE OUTLETS 4 FANS TO BE VERIFIED m HOl" IEOLNER PRE -CONSTRUCTION MEETING:. a ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI m ISLAND (NOT ON KITCHEN CIRCUIT) " D15HUJASHER DISCONNECT TO BE LOCKOUT IN PANEL + BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2001,RESIDENTIAL CODE TABLE MI5063) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS + WIRING METHOD SHALL BE NON METALLIC CABLE AS N.E.G. 2008 ARTICLE 300.(5) (2) r ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE OPT. PRE -WIRE CLG. FAN I WIRE GLG. FAN ■ BDRM. I 050 \ SD j BDRM. 4 (D I � i BDRM. ISI � sD/)U \��� BATH I PRE -WIRE LUALL— CLG. FAN x qp ------ - ro< W.I.C. I I 0 2 O.BAT PRE -WIRE CLG. FAN GF I I G OWNER'S I I SUITE I - FAMILY ROOM PRE -WIRE �4�7 CL G. FAN i NOOK KITCHEN RANGE W1' WH. IN — — SAFETY PAN R A A/#11< GFI �, / \�� DINING OND. N WH. WH 644" A.F.F. \ ROOM cn \ O��-2" STEEL PIPE -- BOLLARD Ul 4 WALL MOUNTED LIGHT f SWITCH IN ATTIC \ - _ _ F-ODPT. IJOIT. W.i I— -- --- JJ— J i 2xro WALL KEYLESS / L IGHT FIXTURE GARAGE METER w _ FE ILD VERIFY LOCATION .- -- -- — -- — �,. CLG. OUTLET LIVING \ "N' f ROOM ---------------- PB FOR CHIMES OPT. COACH LIGHTS '- -- -- -- --} "" OPT. COACH LIGHTS r I 4 SWITCH d SWITCH 1 ELECTRICAL PLAN WP. GF I SITTING RM. PRE -WIRE CLG. FAN ° �- ,COPT • SITTING,' RM • G L Li OPT. OWN'"'S.RBATH 150 At*'If' ELECTfRICAL fRISEfR *19 -l0 -R LOAD INFORMATION SCALE: DESCRIPTION CB CKT WIRE VA LAUNDRY/WASHER 20/1 1 12 1500 --REFRIGERATOR 15/1 2 14 1200 D 15HWASHER 15/1 3 14 1200 D ISPOSAL 15/1 4 14 1000 MICROWAVE/HOOD 15/1 5 14 1500 DRYER 30/2 1,9 10 510000 RANGE 40/2 8,10 8 1 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-I 10 306 -1 SMALL AFFIANCE CIRUIT5 20/1 18,19,20 12 4500 1965 SQ. FT. LIGHTING/RECEPTO 3 WATTS 15/1 21 TO 29 14 5895 TOTAL VA 4lBc3(o2 TOTAL LESS A/C LOADS IST 10000 REMAINDER PER NEC -220-30 (B) A/H UNITS PER NEG -220-30 (C) (5) 38895 10000 100%'0 28895 40%'0 11067 65%'0 TOTAL VA AMPS 38895 10000 11558 -1194 28752 120 CALCULATION IF HEAT PUMP IS USED TOTAL VA IN PANEL LESS A/C LOAD HEAT PUMP LOAD PER NEC -220-30-(2) 100% TOTAL VA AMPS 21500 11061 32561 136 NOTES *8 COPPER OR % ALUMINUM IS ACCEPTABLE ON A 40 AMP 0 BREAKER FOR THE RANGE. O BEDROOM GKTS TO HAVE ARC FAULT BRKS. COMBINATION TYPE REQUIRED r --- :�:F!p I U OPT. COACH = — L IGHTS 8 SWITCH EL NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 *1 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 *2/0 ALUMINUM (AL) IN 2'' DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. ENATION "C" & "D ' J PROVIDE 3 *1 GU, 1 *6 CU GND 2" CONDUIT OR PROVIDE 3 *2/0 AL, 1 *4 AL GND IN 2'' CONDUIT. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO M O PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT I *6 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C H IT E C T S DesirnGrOu 1441 N. RONALD REAGAJIUILVU. LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-40www.abdesigngroup AA #: 0003325 H 03/09/10 SCALE: 1/4" =1'- 0" SHEET 1 w or 1 W W Q U Z q U 0 � m �r SVBDIV. & LOT: TUSCA NORTH LOT X13 PROTECT# 1703.00 MODEL.: "1970" GARAGE S1111119I""G: LEFT PAGE: ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA DATE: 03/09/10 SCALE: 1/4" =1'- 0" SHEET 1 0 or 1 (1) #b RESAR VERTICALLY W/ CONC. FOUR CELL INSULATION ZTEXTURED FINISH Q lu 8' CMU �J r P. 1/2' GYWL. BD. WOOD BASE R84" 4' CONC, RE INF. W/ 6'x6' •10 WWM ORFISERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED GLEAN TERMITE TREATED FILL (2)'S REBAR ON CHAIRS 1 -STORY FOOTING 1 W BLOCK WALL SCALE; 1/2'=1'-0' ro � 4' CONC, REINK W/ 6'x6' *10/10 WWM OR FIBERMESH ON U 4' 6 -MIL POLY ETHYLENE VAPOR U 8, BARRIER ON WELL -COMPACTED GLEAN TERMITE TREATED FILL (1) 5 REBAR ON CHAIRS A THICKEN EDGE SCALE: 1/2'=1'-0" N m 4' CONC, REINF. W/ 6'x6' +10 WWM OR FIBERMESH ON 6 -MIL POLY 4' 4' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE CREATED FILL GARAGE STEP-UP 5 NON -BLEARING CI_.,T-!!�E� d 4' CONC, RE INF. W/ 6'x6' 010 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE U 4" e" all 4" TREATED FILL 2'-0" 4" , 5 REBAR ON CHAIRS &9 CONCRETE PAD SCALE: POURED LINTEL CONT. (TYP.) 8' CMU FILLED CELL (TYP.) —2X WALL FRAMING (4)VX1' ANCHOR BOLTS or (4)Xe'Xl' J -BOLTS MIN. 5' EMBEDMENT W/ 2'X2'XI/8' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR to FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 15 BLOCK WALL CONNECTION SCALE. I/2'.1 _0• (1) 5 REBAR SET N SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN. ° L 4' GONG, REINF. W/ 6'x6' 010 WWM OR d. FIBERMESH ON 6 -MIL POLY o� ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL TYP. RETROFIT FOR A OMITTED DOWELS scaLE= 1/2'-r-0' SECURE ST. PLATE TO BLK W/ J' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY I" EMBED. MIN. s 32' OC MAX. 4' CONC., ReINR W/ 6'x6' 010 WIUM OR FIBERMESH ON 6 -MIL POLY _z ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE m 4" 8" 4" TREATED FILL 1'-4" (2) S REBAR ON CHAIRS 1 -STORY FOOTING AT L. B. W. W UPLIFT SCALE: 1/2'-1'-0' SECURE ST. PLATE TO SLAB W/ i' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN. a 32' OC MAX. 0 4' GONG., REINF. W/ 6'x6' 010 WIUM OR FIBERMESI-I ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON U TWEELLLL-Cp -COMPACTED CLEAN TERMITE ATELL �4' I'-0" 4' (3) 05 R 15AR ON CHAIRS 2 -STORY FOOTING 2 ATL.. W_ SCALE: 1/2"=1' SECURE ST. PLATE TO SLAB W/ 10d CUT NAILS/ MASONRY NAIL • 32' O.C. MAX b .., 4' CONC., RENF. W/ 6'x6' 010 WWM OR F[BERMESH ON 6 -MIL POLY z ETHYLENE VAPOR BARRIER ON E WELL -COMPACTED CLEAN TERMITE TREATED PILL (2) +5 REBAR ON CHAIRS 1 -STORY FOOTING B AT L.B.W. W NO -UPLIFT SCALE: 1/2'-1'-0' TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' O.C. MAX 1/2' GYP. WL. BD. WOOD SASE z SECURE ST. PLATE TO BLK W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 'I' p EMBED. MIN. m 32' OC MAX. °4' CONC., REINF. W/ 6'x6'010 WWM OR FIBERMESH ON 6 -MIL POLY +., ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL z� 4" (2) 5 RESAR ON CHAIRS 1 -STORY FOOTING 3 W FRAME WALL SCALE. 1/2`-1'-0' STUDS 16' D.C. MAX 22)''O REBAR ON CHAIRS (-STORY C3) •5 RESAR ON CHAIRS (1) 5 REBAR VERTICALLY W1/ CONC, POUR CELL R-42 INSULATION a' cMu ° °a ° 5 I/2' HEAD OF GARAGE 5 1/2' m HEAD OF GARAGE z VARIES WITH SLOPE VARIES WITH SLOPE Z WOOD BASE d 4 REBAR W/ a' HOOK SECURE ST. PLATE TO SLAB W/ SECURE BT. PLATE TO SLAB W/ }' Q d. ° CLEANOUT REQUIRED FOR INSPECTION N Z ANCHOR BOLT W/ 2' WASHER SET IN ANCHOR BOLT W/ 2' WASHER SET IN EXTENDED BLAB 11/1' CURB HE VARIES —GROUTED BOND BEAM EMBN HIGH STRENGTH EPDXY 7' EMBED. MIN. 32' OC MAX. SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN. 41 32' OC MAX. -\ 1/2' f�CESS FOR SERVICE PIRED WELL -COMPACTED CLEAN TERMITE TREATED FILL `p Q) ° `- 4' CONC, REINF. W/ 6'x6' 010 WiUM OR W FISERMESH ON 6 -MIL POLY i � ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE m V 4" 8" 4' 4" TREATED FILL (2) 5 REBAR ON CHAIRS GARAGE STEP- UP 6 1 -STORY L.B.W. SCALE: 1/2' • I'-0" FOR SC.D. TRACK N FINISH FLOOR w � d ° - �43 a 1 (� SLAB AT S.G.D. V SCALE: I'=1'_0" CAULK AND SEAL GAS LINE PVG SLEEVE FOR GAS LINE B aCMU �I/2' DRYWALL WOOD BASE n 4. 01 0 v ° d 4' CONC., REINF. W/ 6'x6' 010 WIUM OR FIBERM ESH ON 6 -MIL POLY z ETHYLENE VAPOR BARRIER ON f WELL -COMPACTED CLEAN TERMITE i+� O 4" 6" 6" �4�4 TREATED FILL I -8" (3) 03 REBAR ON CHAIRS GARAGE STEP-UP 6A 2 -STORY L.B.W. SCALE: 1/2"=1'-0" RECESS FOR t GARAGE DOOR CONC, REINF. W/ 6"x6' "10 W W M OR ERMESH ON 6 -MIL POLY HYLENE VAPOR BARRIER ON LL -COMPACTED CLEAN TERMITE EATED FILL (1) 5 RESAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: 1/2" -l' -O' 4' CONC., REINF. W/ 6'x6' 010 WWM OR ° P15ERMESH ON 6 -MIL POLY °f d ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL o(2) 5 REBAR ON CHAIRS SLAB AT GARAGE SERVICE DOOR SCALE: 1/2' • I'-0' � � NOT USED (U 05 RESAR VERTICALLY W/ CONC. POUR CELL a' cMu CURB HEIGHT VARIES 4 4'C RE INF. W/ 6'x6' 0`10 WWM OR ° FIBER9ESH ON 6 -MIL POLY f ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL 4' 8" 4' (2) 06 R 15AR ON CHAIRS 1 -STORY FOOTING 8 AT GARAGE SCALE: I/2' • i'-0' (1) AS REBAR VERTICALLY W/ CONC. POUR CELL R-4.2 INSULATION Z TEXTURED FINISH w a' CMU i J 1/2' GYP. WL. SD. WOOD BASE O 9 4' CONC, R£INP. W/ 6'x6" *10 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL i (3) 5 REBAR ON CHAIRS m U 14" 6' 6' 4" I'-8" 2 -STORY FOOTING gAl BLOCK WALL SCALE: 1/2"=1'-0' TIE VERTICAL REBAR TO HORIZATIONAL RESAR W/ 6' HOOK GROUTED BOND SEAM L 4 � C 16 GAS LINE THRU BLOCK SCALE: I' ■ I'-®" 22)''O REBAR ON CHAIRS (-STORY C3) •5 RESAR ON CHAIRS (1) 5 REBAR VERTICALLY W1/ CONC, POUR CELL R-42 INSULATION a' cMu ° °a ° VARIES PER ELEV. 1/2' GYP. WL. BD. TO HORIZATIONAL Z WOOD BASE 4 REBAR W/ a' HOOK J Q w 4' CONC, WINK W/ 6'x6' 110 WWM OR FIBERMESH ON 6 POLY Q d. ° CLEANOUT REQUIRED FOR INSPECTION z -MIL ETHYLENE VAPOR BARRIER ON ? q —GROUTED BOND BEAM WELL -COMPACTED CLEAN TERMITE TREATED FILL ° W y Y ° ° 1 (2) 5 RESAR s i -STORY (° 0'-0' FIN. FI -R. , (3) 5 REBAR 6 2 -STORY (1) 5 VERT. DOWEL 3 ° d° ° ° TIE VERTICAL REBAR o 4 OUTSIDE RESAR TO BE LAPPED W/ BOND SEAM �— 6' PVC CHASE THRU FOOLING ° . ° d ° TO HORIZATIONAL CONTINUOUS (1) RESAR AT CORNERS W/ 5 25' LAP MIN. = d ° RE5AR W/ 8" HOOK ° ° q °"' d Y I -STORY f a° d 4" 8" 4" (2) 5 W15AR ON CHAIRS U U 2 -STORY (3) 5 RESAR ON CHAIRS 2'-I' MIN. LAP d PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL B REBAR LAP AT FOOTING SCALE: 1/2'-1'-0' C AT LINTEL CORNERS BGALE: 1/2' • I'-0' D W BLOCK WALL SCALE.- 1/2'-1'-0' E REINFORCING SCALE: I/2' • 1'-0' 1kL1T__1 EX'T'ERIOR 1�"00TERS A"T FI]LsTISH SLAVS TO iE3E MIi--,T. 12" BELOW T-3wIDISTT.31;11FBEID s 0 1 T �— TEXTURED FINISH -- R -II INSULATION MIN. STUDS 16' O.C. MAX 1/2' GYP. WL. SO. W WOOD BASE z SECURE ST. PLATE TO BLK W/ L ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' p EMBED. MIN. • 32' OC MAX. TL �p ° ° 4' CONC, REINF. W/ 6'x6' 010 UUM OR FIB1`"SH ON 6 -MIL POLY f ETHYLENE VAPOR BARRIER ON d WELL -COMPACTED CLEAN TERMITE TREATED FILL 4' 6" 4' (3) 5 RESAR ON CHAIRS � 0 6" U I' -5. 2-STORY FOOTING 3 A W SCAFRAME 1' -0' WALL LE: I/2 "= (1) 5 REBAR VERTICALLY W/ CONC. POUR CELL 8' CMU Z CURB HEIGHT VARIES ya - z p 4' CONC, RE INF. W/ 6'x6" MO WWM OR FISERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL >z # ° (3) 5 REBAR ON CHAIRS z� 4.. 6.. 6.. 4.. O U I -e 2 -STORY FOOTING 8 A AT GAR��5CALr.I/2 E "D' �� NOT USED U HORIZONTAL/VERTICAL REINFORCING AT T)BEA RING CHANGE SCALE= 1/2"•I'-0' A R C H I T E C T S /E'Den 1441 N. RONALD REAGJBLVD.LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-40www.abdosigngroup AA #: 0003325 GROUTED BOND BEAM VARIES PER ELEV. TIE VERTICAL REBAR TO HORIZATIONAL 4 REBAR W/ a' HOOK VARIES PER ELEV. q —GROUTED BOND BEAM ° W y 4 U W W d W CLEANOUT REQUIRED 4 Q FOR INSPECTION z d. N ° 0'-0' FIN. FLR. a ° TIE VERTICAL MBAR z TO HORIZATIONAL � 4. a REBAR W/ 8' HOOK ° �0 U h HORIZONTAL/VERTICAL REINFORCING AT T)BEA RING CHANGE SCALE= 1/2"•I'-0' A R C H I T E C T S /E'Den 1441 N. RONALD REAGJBLVD.LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-40www.abdosigngroup AA #: 0003325 9UBDIV. & LOT: TUSCA NORTH LOT #13 PROJECT# 1"703.00 MODEL: "19-70" GARAGE 8WIN'G: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT STATE OF FLORIDA PNIR 1. 0 201 DATE: 03/09/10 SCALE: 1/4"=1'-0" SHEET D I orl 6 w W y U W W Q z � o A U h Q 9UBDIV. & LOT: TUSCA NORTH LOT #13 PROJECT# 1"703.00 MODEL: "19-70" GARAGE 8WIN'G: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT STATE OF FLORIDA PNIR 1. 0 201 DATE: 03/09/10 SCALE: 1/4"=1'-0" SHEET D I orl 6 PANEL ANCHOR SEALANT 0 4 0 SEALANT 3/5"-EXPAN5ION STRIP-- FREE TRIP FREE OF MORTAR PANEL ANCHOR 1/4" EXP. 5OLT TWO PER ANCHOR 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 LINTEL 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 PLOCK. PANEL RI=INFORCING 6 EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS CLASS BLOCK POSITION (2) 1-1/4' 8-4 HEX WASHER HEAD WITH ANTI -CORROSIVE COATING TIGHT TO PEND OF ANCHOR AND END OF SLOTTED HOLE TYPE 5 OR N MORTAR 1/4" MIN. 1/2" MAX. \ PANEL REINFORCING MORTAR ASPHALT EMULSION 1-3/4" X 20 GAUGE X 24" LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL SECURE 2x6 MIN. TO BLK W/ (2) V ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. 2X4 SECURED TO GABLE END W/(2)12d6EA. UPRIGHT 2X4 SECURED TO 0 A 0 GABLE ENG W/(2)12d O.C. SECURE 2x4 ON FLAT TO BLK W/ GUT NAILS. L-30 a 0 SIDES: © GABLE BLOCKING T 2X6 RUSS GARAGE DOOR BUCK W/ (3) 2x4 BLOCKING �"XS' J -BOLTS 4' EMBEDMENT MIN. EA. RAFTER W/ 2'X2'XYe WASHER AND NUT L-30 EA. SPACED EVENLY FROM FLOOR TO RAFTER GARAGE DOOR HDR IN JOINTS H2.5 EA. PRIOR t0 FILLING. RAFTER I -2X6 PT BLOCK a CENTER OF 2x4 RAFTER DOOR HEADER W/(U X2'XS' J -BOLTS 24' O.C. 4' EMBEDMENT W/ 2'X21XYB' WASHER AND NUT 2x4 FRAMING 0 (TYP) GARAGE DOOR 3 BUCK ATTACHMENT SCALF. 1/2'-1'-0" 8 NOT USED (4D FRAMED OVERHANG N. 2X4 DBL TOP PLATE 2x4 MI=TAL STUD 24" O.C. 1/2" DRY WALL 2X4 16' O.G. MAX • 2X4 PT. BT. PLATE 1/2' A.B W/ •: MIN. i' EMBEDMENT 2' DIA_ WASHER 32' O -C. MAX 05 REBAR CONT, WOOD FRAME TO BLK. SCALE: 1/2" ■ I' -0" O N VIEW E: 1/2"=1'-0" SPARK ARREST PER MANUFACTURER IX2 PT. TOP OF BOX DBL. TOP PLATE — 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON O.S.B. SHEATHING OR J' CDX PLYWOOD PRE. ENG. TRUSS SIMPSON H-5 (MIN.) 2X4 TO TRUSS PRE, ENCS. 61-4 OR H-5 TOP PLATE t0 STUDS -0' ABv. 10"-0' LEvEL to ROOF )R 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0' 2A SIMPSON H-5 (MIN.) Q 2X4 TO TRUSS 1 CHIMNEY DETAILS PRE -ENG TRUSSES W/ TRU55 CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS m 16' O.G. MAX SIMPSON LSTA-12 a EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS is 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 a A TIME. USE 12d NAILS, TWO WITHIN 6" FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED 5P4 OR 145 s TOP AND BOTTOM PLATES a EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE TYP. EXTERIOR WINDOW/ 5 DOOR OPENING WD FRAMED SCALE: 1/2 l' -0' NAILING SCHEDULE ROOF DIAPHRAGM USE 1116" O.S.B. OR 1/2" CDX PLY WITH *8 RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND *S RING SHANK GUN NAILS AT 6' O.G. At INTERMEDIATE SUPPORTS. 5EE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS a 4' O.C. EXTERIOR SHEATHING USE 1/16' 0.5.5. 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" O.C. At INTERMI=DIATE SUPPORTS. SES= DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER N,,IL fREQUIi EMENT5 SIZE HEAD 1-FNGTH DIA_ TENSILE ST 86 ROUND,MODIFIED 1 -1/8' .113 1-10,000 OR T 10d ROUNDMODIFIED 21/8' .128 110000 OR T w a TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING SPACES AT EACH E NOTE: NAILS t0 BE MFC:. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL 4 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 HEAD DIAMETER 5. 2 INCH NAIL LENGTH ROOF SHEATHING LA"T-CUT AND ENDWALL 5RACING FOR G,45LE END FfRAM INCA ,4 1III11 N PRECIE: CAST L ROL16H OPENINGS LIP TO 8'-0' oc0 0 w a PRECAST SILL W SECURE 2x TO BLOCK W/ C2) &' TAPGONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 4") WITHIN 8' OF EACH Q END AND 18" O.C. MAXU. m SPACING. rD O.S.B. SHEATHING OR–� " CDX PLYWOOD 2x4 BLOCKS J CMU WALL 6 ARCH WINDOW FRAME A SECTION NOTE : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT s OPENINGS "S RING SHANK GUN NAILS O 4'0r TOP 4 BOTTOM EDGES * aN z� z ay �o a r„ e d) TRUE MTS - -1/16' 2x4 BTM. PLA' 321" C TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. 1/16" 06.5. 1/2' A.B. W/ MIN. 'I" EMBEDMENT LOCATE 6"-8" FROM ENDS AND 32" O.C. MAX. TEXTURED FINISH META -16 8' CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 1/2 " =1' -0" I 2X4X4' SECURE t0 TRUSS W/ 3-12d (o"-8" O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE TO BLK W/ META -16 2'-0" EXTENS SCALE: I/2"=1'-0' C 0 8 RING SHANK GUN NAILS 0 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.5.8. t0 BE STRUCTURAL GRADE) *8 2' DECK SCREWS -2 6"-8" O.G. MAX m EDGES 4 12' O.G. C, MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS SERVIC PRE -ENG. TRUSS —~''f DBL_ 2X TOP PLATE '1/16" 2X BLOCKING a' TOP OF -1116' O.S.B. 2X STUDS 16" O.G. MAX. 2X BTM. PLATE r a 3/4' FLOOR DECKING PRE- ENGINEERED a FLOOR TRUSS m 2X4 a TOP 4 50TTOM CONT. BLK. WALL 00 O CONTINUOUS SHEATHING: TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK. TO O.S$. O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. t0 PROVIDE CONT_ NAIL PATTERN U3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHINGS TOP OF WOOD FRAMED WALL t0 BE STAGGERED MIN. OF 16' FROM SHEET BELOW INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/2'=I' -O' A R C H I T E C T S . LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1III11 N SECURE 2x TO BLOCK W/ C2) &' TAPGONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 4") WITHIN 8' OF EACH Q END AND 18" O.C. MAXU. m SPACING. rD O.S.B. SHEATHING OR–� " CDX PLYWOOD 2x4 BLOCKS J CMU WALL 6 ARCH WINDOW FRAME A SECTION NOTE : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT s OPENINGS "S RING SHANK GUN NAILS O 4'0r TOP 4 BOTTOM EDGES * aN z� z ay �o a r„ e d) TRUE MTS - -1/16' 2x4 BTM. PLA' 321" C TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. 1/16" 06.5. 1/2' A.B. W/ MIN. 'I" EMBEDMENT LOCATE 6"-8" FROM ENDS AND 32" O.C. MAX. TEXTURED FINISH META -16 8' CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 1/2 " =1' -0" I 2X4X4' SECURE t0 TRUSS W/ 3-12d (o"-8" O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE TO BLK W/ META -16 2'-0" EXTENS SCALE: I/2"=1'-0' C 0 8 RING SHANK GUN NAILS 0 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.5.8. t0 BE STRUCTURAL GRADE) *8 2' DECK SCREWS -2 6"-8" O.G. MAX m EDGES 4 12' O.G. C, MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS SERVIC PRE -ENG. TRUSS —~''f DBL_ 2X TOP PLATE '1/16" 2X BLOCKING a' TOP OF -1116' O.S.B. 2X STUDS 16" O.G. MAX. 2X BTM. PLATE r a 3/4' FLOOR DECKING PRE- ENGINEERED a FLOOR TRUSS m 2X4 a TOP 4 50TTOM CONT. BLK. WALL 00 O CONTINUOUS SHEATHING: TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK. TO O.S$. O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. t0 PROVIDE CONT_ NAIL PATTERN U3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHINGS TOP OF WOOD FRAMED WALL t0 BE STAGGERED MIN. OF 16' FROM SHEET BELOW INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/2'=I' -O' A R C H I T E C T S . LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SumDIV. & IAT: TUSCA NORTH LOT #13 PROJECT# 1"703.00 MODEL: „19~70„ GARAGE SWING: LEFT PAGE: MISC. DETAILS rARCHITECT TATE OF FLORIDA JAMES CANTWELL NO 12079NiFm�...r DATE: 03/09/10 SCALE: 1/4"=1'-0" SHEET D 2 oil 6 1 A N w a W ca 0 0 v Z q U h 0 A � m SumDIV. & IAT: TUSCA NORTH LOT #13 PROJECT# 1"703.00 MODEL: „19~70„ GARAGE SWING: LEFT PAGE: MISC. DETAILS rARCHITECT TATE OF FLORIDA JAMES CANTWELL NO 12079NiFm�...r DATE: 03/09/10 SCALE: 1/4"=1'-0" SHEET D 2 oil 6 1 A FIBERGLASS SHINGLES 2x4 BLOCKING 5ETWEEN2x4 BLOCKING BETWEEN OVER 015 FELT PAPER ON FIBERGLASS SHINGLES TRUSSES AT FIR5T TWO BAYS TRUSSES AT FIRST TWO BAYS OVER 1*15 FELT PAPER ON 4'-0" O.C. (AT SHEATHING O.S.B. SHEATHING OR 4'-0" O.C. (AT SHEATHING CDX PLYWOOD SECURED SEAMS) 16 O.S.B. SHEATHING OR z" SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG GABLE TRUSS PRE -ENG C -ABLE TRUSS PER NAILING SCHEDULE P -T. 1x2 W/ MTL. DRIP EDGE 2x4 NAILER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2) FIBERGLASS SHINGLESES 2x4 SUB -BAND 126'8 6 EACH TRUSS DONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND -a MID. POINT OF OVER #15 FELT PAPER' ON TO BE INSTALLED Fri STIFFBACK AT ALL UP O.S.B. SHEATHING OR ALUM. SOFFIT W/ (2) 126'8 6 EACH�TRU5UPRIGHTS TO BE INSTALLED MfD_ ALUM. SOFFIT TRUSS SPAN, OR 10'-0" O.C. MAX. CDX PLYWOOD SECURED OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STIFFBACK AT ALL SEE ENERGY CODE FORMS PER NAILING SCHEDULE SEALED ENG. FOR SIZE 4 10'-0" O.C_ MAX. UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES. CONDITION.) GO FORMS HIGH (SEE SEALED ENG. GYPSUM BOARD OR. PRE—ENG TRUSS SEE ENERGY CODE FORMS s SEE ENERGY DE R FOR SIZE 4 CONDITION.) HIGH STRENGTH CLG. FOR INSULATION R -VALUES_ 16 O.S.B. SHEATHING OR FOR INSULATION R -VALUES. 16 O.S.B. SHEATHING OR 2" BOARD MTL. DRIP EDGE CDX PLYWOOD. ATTACHED S" GYPSUM BOARD OR 2" HIGH PER NAILING SCHEDULE ON s° GYPSUM BOARD OIC' z" CDX PLYWOOD. ATTACHED ° 2x4 NAILER STRENGTH CLC. BOARD SHEET D5 HIGH STRENGTH CLG. PER NAILING SCHEDULE ON 2x4 24" O.C. INTERIOR 2x4 SUB -BAND 1=30ARD SHEET D5 VENTED ALUM. SOFFIT _ GONG. FILLED LINTEL BLK/s" THICK, 3 COAT CEMENT GONG_ FELLED LfNTEL BLK -� KNEE WALL W/ (1) 0'S REBAR CONTINUOUS PLASTER OVER GRADE W/ (1) #5 REBAR CONTINUOUS /s THICK, 3 GOAT CEMENT GONG. FILLED LINTEL BLK PRECAST LINTEL "D" FELT PAPER BACK PLASTER OVER GRADE R-4.2 BATT. INSUL_ "D" FELT PAPER BACK W/ (1)5 REBAR CONTINUOUS EMBED. STRAP VERIFY W/ METAL LATH OVER METAL LATH OVER TRUSS PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS _--- PAPER -``"— OR GRADE "D" FELT WINDOW ATTACHMENT AS "THICK, 2 COAT GEMENT PER MANUFACTURES PER MANUFACTURES PAPER PER MANUFACTURES PLASTER APPLIED SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS WEEP SGI�EED WEEP SCREED DIRECTLY TO MA50NRY PRECAST SILL (SEE DETAIL 2) --PRECAST SILL (SEE DETAIL 2) PRECAST SILL SECURE GABLE TO 2x6 P.T. SECURE GABLE TO 2x(o P.T. C1) � REBAR VERTICALLY (1) � RE�3AR VERTICALLY (1) #5 REBAR VERTICALLY ---- W/ CONC. POUR CELL PLATE W/ 126'8 5" O.G. MAX W/ CONC. POUR CELL PLATE W/ 126'5 5" O.C. MAX W/ GONG. POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x6 PT. PLATE TO 1x2 P.T. FURRING STRIPS SECURE 2x6 PT. PLATE TO 1x2 P.T. FURRING STRIPS a� ° 1 �� �� 11 1 �� �� I el I6 " O.G. 16 O.C. BLK W/ " x9 ANCHOR BOLT W/ 16 O.C. LK W/ x9 ANCHOR BOLT W/ 8" CMU 2" WASHER SET IN SIMPSON S" GMU 2 WASHER SET IN SIMF'SON 5" CMU HIGH STRENGTH EPDXY -I I HIGH STRENGTH EPDXY ," 1/2 GYP. WL. BD. EMBED, MIN. a 32" OG MAX. I/2 GYP. WL. BD. EMBED, MIN. a 32" OC MAX. i/2 GYP. L BD WOOD BASE WOOD BASE i WOOD BASE °d. a z"THICK, 2 GOAT CEMENT °d z"THICK, 2 GOAT CEMENT °d d PLASTER APPLIED PLASTER APDL IED d d ad DIRECTLY TO MASONRY °l ° d DIRECTLY TO MASONRY Q° .. ° d ° ° a d d a 1 -STORY GABLE 1- STORY 1- STORY GABLE W/ VAULT CLG. BLOCK WALL BLOCK WALLBLOCK WALL SCALE: 3/4`=V-0` 1A SCALE: 3/4"=V-0" 1 � SCALE. 3/4"=V-0" 2X4: ® 2X4: ® 2X4: CM SECURE TO BLOCK W/ 3J(b' SECURE TO BLOCK W/ 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 Y4') MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT i Y4') WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN S" OF EACH END 4 18' O.G. MAX SPACING. 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. 8' CMU 2X6: ® 2X60 ® 2X6' ® NOTE: STRUCTURAL 2X MUST Xt" DRYWALL SECURE t0 BLOCK W/2-%. NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-�(b' SECURE To BLOCK W/1-1/4' TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH OU OUTSIDE SECURED 1"X4' OR I"X2' P.T. NAILER F1 tNROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 Ix4 P.T. OR 5/4'X4' MIN. SECURE MIN. HEAD SIZE 300 Wb' TAPCON MIN. 1-Y; MIN. HEAD SIZE 300 THROUCsH NON-STRUCTURAL MIN. HEAD SIZE .300 E%MEDMETAPCON MIN. I -B THRU FRAME 4 EXTEND 1-Y4' EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1 Y4") %" TAPCON MIN I -Y4' MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK INTO BLOCK W/ N% TAPCONS MIN. EMBEDMENT 1 Ya ) WITHIN S" OF EACH END 4 8" CMU WITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK 15' HM S' OF EACH END < „ „ OR DRIVE PIN 18' O.C. MAX SPACING. 18 O.G. MAX SPACING. 18 O.G. MAX SPACING. S CMU rt/16 O.S.B. OR GDX (MIN. SHANK SIZE .145 TYVEK BUILDING WRAP MIN. HEAD SIZE .300 2XS: ® - ' DRYWALL S" CMU 16' DRYWALL ----I "X4' OR I'X2' P.T. NAILER 2X8` ® ki' DRYWALL 2X8: ® I'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT I Y4' SECURE TO BLOCK W/Z Wr.' SECURE t0 BLOCK W/2-%' SECURE t0 BLOCK W/1-1/4' WITHIN 8" OF EACH END 4 18' TAPCONS OR DRIVE PIN O.S.B. X 4" MIN. TAPCONS OR DRIVE PIN IX4 OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN Z(g,' O.S$. 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 GALV'D MTL. LATH DOOR CASING MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Ya,)MIN. EMBEDMENT 1 Y4) MIN. EMBEDMENT 1 Ya ) " DOOR JAMB OR WINDOW WITHIN S" OF EACH END 4 ATTACH TO 2X PER WITHIN S' OF EACH END 4 TO 2X PER WITHIN 8' OF EACH END t AttAGI-4 t0 2X PER �/8 TEXTURED MANUFA ATTACH t0 2X PER I8' O.G. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. 18" O.G. MAX SPACING. MANUFACTURES DETAILS. { FIN18H 6 WOOD MANUFACTURES DETAILS. WOOD i WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT ExCEED Y4"J NOTE: SKIM AS NEEDED TO PLUMB JAMB (DO NOT EXGEEp Y4') NOTE: SHIM AS NEEDED TO PLUMES JAMB (DO NOT I✓xCEED )/4"J NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") CONSTRUCTION `': DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16" A_ WINDOW TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +1-15/16_ 0__WINDOW TO BLOCK +3" G WINDOW TO BLOCK +3-7 16" - A a_ C SCALE: cv SCALE, I -1 -0 SCALE: 1 =1 -0 < 2X4: ® 2X4: ® 2X4: ® 2X4: CEO S" CMU SECURE t0 BLOCK W/ SECURE TO BLOCK W/ )fb' SECURE t0 BLOCK W/ SECURE t0 BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1/2 ° TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 FINISH MA50NRY MIN. EMBEDMENT 1)14') MIN. EMBEDMENT 1)'4') MIN. EMBEDMENT i Y4") NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT 1 Y4') WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4 NO E: OUTSIDE 4 SECURED WITHIN 8 OF EACH END 4 IVO.C. MAX SPACING. 18' O.C. MAX SPACING. 18' O.G. MAX SPACING. THROUGH OUTSIDE NON-4RIJ CURE 18' O.C. MAX SPACING. 2X6: ® 2X6: ® 2X6: ® ,(` % 2X6: CED TAPCON MIN. 1-Y4 SECURE t0 BLOCK W/2 -)i(6' SECURE TO BLOCK W/2 -34r,' NOTE: STRUCTURAL 2X MUST SECURE t0 BLOCK W/2 -)(c,' EMBEDMENT INTO BLOCK SECURE TO BLOCK W/I-1/4' TAPCONS, OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST EP SCREED ¶� (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZY4E .145 S" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED WE ►J C JL V E D MIN. WEAD SIZE 300 MIN. HEAD SIZE 300 Vo' TAPCON MIN_ 1-' MIN. HEAD SIZE 300 �3 " DRYWALL MIN. HEAD SIZE 00 THROUGH NON-St�JCTURAL MIN. EMBEDMENT i Y4") MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1)14") I'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 1 Y4") %" TAPCON MIN. 1-4' E T AI L� ®� T WITHIN 8" of EACH END 4 WITHIN 8" of EACH END 4 a' CMu WITHIN s' OF EACH END 4 WITHIN 8" OF EACH END ; EMBEDMENT INTO BLOCK 18 O.C. MAX SPACING. 18 O.C. MAX SPACING. 18' O.G. MAX SPACING. 2ND 2X SECURE TO 18' O.G. MAX SPACING. 8 CMU 8" CMU ) ' DRYWALL STRUCTURAL MEMBER W/(2)126 1� ZXB: ® 1�' DRYWALL 2X80 ® I"X4' OR I"X2' P.T. NAILER 2X8' ® WITHIN 8" OF EACH END 4 6' 2X8: ® � DRYWALL LOCK CONNECTION SECURE TO BLOCK WP N , , , SECURE TO BLOCK WP -9i(� , SECURE TO BLOCK WP -3i(6' TO 8" O.C. MAX SECURE t0 BLOCK WPIN 1'x4' OR 1'X2" P.T. NAILER TAPCONS OR DRIVE PIN 1x4 OR I xa P.T. NAILER tAPCONS OR DRIVE PIN 1 P.T. x 4 MIN. TAPCONS OR DRIVE PIN tAPGONS OR DRIVE PIN ,..)GALE: 1 1/2"=1' _�" (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASINGx (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 JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DDDR CASING MIN. EMBEDMENT 1 Y4") ATTACH t0 2X PER MIN. EMBEDMENT 1 Ya') ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4") ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN S" OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. 18" O.G. MAX SPACING. 18' O.G. MAX SPACING. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114") 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" D 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 SCALE1: 1 -1 -0 SCALE: 1 - -0 ARCHITECTS 4GDesin Grou inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 SUSDIV. & IAT TUS C A NORTH LOT #13 PROJECT# 1703.00 MODEL: "1970" GARAGE SWING: LEFT PAGE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITECT: STATE OF FLORIDA A )NO12079 PRIM DATE: 03/09/10 SCALE: 1/4"=1'-0" SHEET 1)30ri w w w w Q O E 0 q U h 0 A m SUSDIV. & IAT TUS C A NORTH LOT #13 PROJECT# 1703.00 MODEL: "1970" GARAGE SWING: LEFT PAGE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITECT: STATE OF FLORIDA A )NO12079 PRIM DATE: 03/09/10 SCALE: 1/4"=1'-0" SHEET 1)30ri F15ERGLA55 SHINGLES OVER 4*15 FELT PAPER ON 16" O.S.B. SHEATHING OR 2" CDX PLYWOOD SECURED PER NAILING SCHEDULE PRE - ENG TRUSS MTL. DRIP EDGE 2x4 SUB - BAND VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.S. SHEATHING OF, CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5. THICK, 3 COAT CEMENT PLASTER OVER GRADE "D" FELT PAPER SACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D" FELT PAPER NOTE: SHEATHING MUST NOT BREAK 1'-O" MIN. FROM 2ND FLR L INE 2x4 CONT. e TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS ST PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRUSS PLAN '"THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY FIRST ]FLOOR e l BLOCK SECOND FLOOR FRAME SCALE: 3/4`=V-0` d d ° d d _ ° d ° d • 4 d 2x STUDS -0 16" O.G. MAX W/ R-11 BATT. INSUL. MIN. " T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE -ENG FLOOR TRUSS S IMPSON HETA -16 EMBED. STRAP 6 32" O -C_ MAX VERIFY W/ TRUSS PLAN " GYPSUM BOARD OR "" HIGH STRENGTH CLG. BOARD EE ENERGY CODE FORMS OR INSULATION R -VALUES. " GYPSUM BOARD OR IIGH STRENGTH CLG. BOARD WIST STRAP VERIFY W/ RUSS PLAN INDOW ATTACHMENT A5 'ER MANUFACTURES PEC IF ICAT IONS INDOW SILL K STUDS a 16" O.C. MAX W/ -11 BATT. INSUL. MIN. ' T 4 G 5UBFLOOR GLUED .ND NAILED AS PER AILING SCHEDULE PRE -ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) a" GYPSUM BOARD OR z" HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) #5 REBAR CONTINUOUS R-4.2 BATT. INSUL. PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPEC IF I CAT IONS PRECAST SILL (1) *'5 RESAR VERTICALLY W/ CONC- POUR CELL Ix2 P.T. FURRING STRIPS a 16 " O.C. 8" CMU 1/2" GYP. WL. BD_ WOOD SASE O.S.S. SHEATHING OR 1" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 s"THICK, 3 COAT CEMENT PLASTER APPLIED TO MET�4L LATH OVER 2 LAYERS OF GRADE D BUILDING PAPER OR PAPER BACKED LATH OVER AN APPROVED HOUSE WRAP 2x4 CONT. a TOP AND ST. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, ST. 2x4 IS FOR WALL SHEATHING NAILER) Q WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRUSS PLAN '"THICK, 2 COAT CEMENT ----' PLASTER APPLIED DIRECTLY TO MASONRY FIBERGLASS SHINGLES OVER 1*15 FELT PAPER ON 1/16" O.S.B. SHEATHING OR "" CDX PLYWOOD SECURED PER NAILING SCHEDULE MTL. DRIP EDGE 2x4 SUB - BAND ALUM. SOFFIT 5TIFF5ACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ 8"x6" THRU-BOLTS 6 32" O_C_ MAX THEN SECURE GABLE TO 2x4 PLATE W/ 126's S" O.C. MAX OR SECURE GABLE TO DSL TOP PLATE W/ SIMPSON HTC4 w 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 7/8" 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. os TOP AND ST. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, ST. 2x4 15 FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRUSS PLAN "'THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY GABLE FIRST FLOOR BLOCK SECOND FLOOR FRAME ------ SCALE: 3/4"=1'-O" FLOOR CONNECTION AT PARALLEL/ RPENDICU 2 PELAR PRE _ENG FLOOR TRUSS SCALE: 3/4 -1 O 2x STUDS -a 16" O -C. MAX W/ R-11 BATT. INSUL. MIN. i" T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE -ENG FLOOD TRU65 " GYPSUM BOARD OR HIGH STRENGTH CLG- BOARD CONC. FILLED LINTEL BLK W/ ( 1) 05 REBAR CONTINUOUS WOOD CONSTRUCTION 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO SAPS 4'-0" O.C. CAT SHEATHING SEAMS) PRE -ENG GABLE TRU55 CONT. 2x4 RAT RUN SECURED W/ (2) 12d's e EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R -VALUES. i" GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS WINDOW SILL 2x STUDS -a 16" O.C. MAX W/ R-11 BATT. INSUL- MIN. i" T 4 G 5U5FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE - ENG FLOOR TRUSS (INSTALL PER MFG_ SPECS.) $" GYPSUM BOARD OR, HIGH STRENGTH CLG. BOARD GONG. FILLED LINTEL BLK W/ (1) *5 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) S RESAR VERTICALLY W/ CONC. POUR CELL 1x2 P.T_ FURRING STRIPS e 16" O.C. S" CMU 1/2" GYP. WL. BD. WOOD BASE 1/16" O.S.B. OR J" CDX .TYVEK BUILDING WR4 PAPER SACK -GALV'D MTL. LATH -7/8" TEXTURED FINISH e WOOD -WEEP SCREED S" CMU 1/2" TEXTURED FIN 15H Q MASONRY WEEP SCREED DETAIL @) WOOD TO LOCK CO,N]�T,]ECTION SCALE: A R C H I T E C T S DesipnGroun�. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU33DrV LOT: TUS C A NORTH LOT X13 PROJECT# 1"703.00 MODEL: "1970" GARAGE 8 WING: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA 2110 JAM S DATE: 03/09/10 SCALE: 1/4"=1'-0" SHEET D 4 Orl 6 w w O A z U h 0 A m SU33DrV LOT: TUS C A NORTH LOT X13 PROJECT# 1"703.00 MODEL: "1970" GARAGE 8 WING: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA 2110 JAM S DATE: 03/09/10 SCALE: 1/4"=1'-0" SHEET D 4 Orl 6 hi y *NOTE: NAIL SHEATHING To ALL 2X ,46 PER EXT. SHEATHING NAILING, Sol 4" O.C_ 1" IAX EDGES 4 &"-8" O.C. 1" 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 18'J= <77 O.C. MAX. MIN 1-1/4' EM5EDMENTi3:� 2 X b (MIN 2 X 3) 2-3/16 TAPCON� OR DRIVE PIN (MIN SHANK 5IZE.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 1/49 SECURE TO SHEATHING W/ 8' FROM EACH END AND 18" MIN. 2-12d PER BLK EA. END O.C. MAX. MIN 1-1/4' EMBEDMENT 1/16'055 SHEATHING VCMU WALL ARCHWAY DETAIL 1 16" AND UNDER SCALE: 1/2 " =1' -0' DBL. TOP PLATE 2X4 I6' O.C. MAX, SECURE 2X4 TO "- WOOD W/2 -12d O 6"-8' CONT. 2x4 SPF RAT RUN O.C. STAGGERED SECURED W/ (2) 12d's a EACH sECURE 2x4 W/ 2 -3i{6' TRUSS(2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ (3) TAPCONS OR DRIVE 12d's m EACH TRUSS (DIAGONAL PIN (MIN. SHANK SIZE X -BRACING TO COVER 5 -TRUSSES .145 MIN. HEAD SIZE .300 MIN. j" GYPSUM BOARD OR J' EMEDMENT 1NOT HIGH STRENGTH CL Gs. NOTE: BOARD 8B EA. END TO ARCHW,4Y EXCEED 18' D.G. DIAGONAL BRACE TO BE ® ANY SPAN 15'-0" OR GRATER REFER TO MAX TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 2X4 SOLID BT. PL BLOCKING SECURE 1/2' PL' TO SHEATHING WITH OR 1/10 MIN. 2-12d PER BLK 9 GABLE X -BRACING SCALE: 1/2' = I'-0' EA. END EXTERIOR ARCHWAY 3 : SCALE: xb' O.S.B. OR)l' PLYWOOD SHEATHING 0 015 BLDG. FELT 0 24' WIDE 26 GA. GALVANIZED METAL FLASHING MUST ADD DISIO, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. 0 FIBERGLASS SHINGLES -FA5 TRUSS 1/2' GLG. BOARD 4 TEXT. 51MP50N SP4 2X4 DBL. TOP PLATE 12F is EVERY 1/2" DRYWALL O.C, STUD 2X4 WOOD STUDS 016' O.G U.N.O. ON TRUSS PLAN 2X4 CONT. STRESS BLOCKING MID -WALL 2X4 PT. PLATE SIMPSON SP4 a 32' O.G. MAX 1/2'X9" A.B. 32' O.G. 7 ° EMBEDMENT LLL��CONC. SLAB 2 *5's CONT. 1 -STORY 6 INT. BEARING WALL SCALE: 1/2' =1'-0" 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-%" TAPGONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 A' LU/IN 8" EA. END NOT TO EXCEED 18' O.C. MAX 2X4 SOLIC BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER BLK EA. END EXTERIOR ARCHWAY WITH WINDOW SCALE: 1/2"=1'-0' PRECAST HEADER(MIN) 2 X 4 (MIN 2 X 3) 1-3/16 TAPGON 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 6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/47 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 SHEATHINGS MIN EMBEDMENT 1 1/49 2X4 16' O.G. MAX. 8' FROM EACH END AND IS' (WHEN OVER 16' IN HEIGHT.) OL_ MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING SECURE t0 SHEATHING W/ MIN. 2-12d PER 5LK EA. END ARCHWAY DETAIL 4 16 AND UP SCALE: I/2"=1'-0' CLOSED VALLEY FLASHING DETAIL N.T.S. DOUBLE TOP PLATE 2x CONTINOU5 STRESS BLOCKING MID WALL 2x STUDS w 16" O.C. MAX ¢" T 4 G Su5FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE 15T FLOOR STUDS TO 2ND FLOOR STUDS SIMI-SON MSTA-36 a 32' O.C. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x GONTINOUS STRESS BLOCKING MID WALL 2x STUDS m 16' O.G. MAX 1/2' GYP. WL. BD. SECURE BT. PLATE TO SLAB W/ j'x9" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 7" EMBED. MIN. SIMPSON 61040 32' O.G. MAX 7 INT. 2 -STORY L.B.W. DBL. TOP PLATE SECURE 2 X RIP TO FIT W/2 -12d5 6"-8' O.C. MAX. 1/8" TEXTURED FINISH 1/16" OSB SHEATHING 2 X 4 16" O.C_ MAX. (WHEN OVER 16' IN HIEGHT.) 2 X 4 (WHEN OVER 16" IN HIEGHTJ 1/4' TEMPERED MASON ITE GLUE 4 NAIL W/8d'S 8"-12" O.C. IF NEEDED. 2 X SOLID BLK'G g ARCH SECURE W/2 -12d EACH END ATTACHMENT PER MANUFACTURER'S SPECS_ MTL WDW FRAME *NOTE: NO GAP a WDW FRAME TO EXCEED 1/4" ARCHWAY DETAIL A CUTAWAY SCALE: 1/2' =1'-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') EXISTING BLK ABY. 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/8" TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 1/16'065 SHEATHING MIN EMBEDMENT 1 1/4') 2 X 4 16' D.G. 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 MIN EMBEDMENT 1 1/49 SECURE W/2 -12d EACH END 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 w WDW FRAME GLUE 4 NAIL W/8d'S 8'-12'O.C. t0 EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL B CUTAWAY SCALE: i/2'=1'-0' ASPHALT SHINGLES OVER FRA TRUSSES OR w 15 FELT ON 7/16' O.S.B. PRE -ENG PRE -ENG GABLE TRUSS CONv. FRAMED RAFTERS SPF STIFFBACK (SEE= SEALD ENG. PACK FOR SIZE 4 CONNECTION) 2x4 &P`F BLOCKING 5 AT RSM TWO BAYS 4'--0' O.C.AT5TWEENRUSSES SHEATHING " O.S_B. SHEATHING OR" COX PLYWOOD SECURED PER NAILING SCHEDULE CONT. 2x4 SPF RAT RUN SECURED W/ (2) 12d's a EACH 2x4 BLOCKINGS UNDER TRUSS(2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ (3) WALL STUDS SCURE 12d's m EACH TRUSS (DIAGONAL BETWEEN TRUSS BAYS W/ X -BRACING TO COVER 5 -TRUSSES (3) 12d's EACH ENp 2x DOUBLE TOP PLATE j" GYPSUM BOARD OR J' STUDS 0 16' O.C. HIGH STRENGTH CL Gs. NOTE: BOARD MTS -12 6 EVER STUD DIAGONAL BRACE ® CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE ® ANY SPAN 15'-0" OR GRATER REFER TO 2X4 BT_ PLATE TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. CIO 0'-0' TO 30'-0" (l) X -BRACE 30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE m CENTER AND (2) DORMER BRACE DIVIDED EQUALY FROM CENTER TO END 8 ATTACHMENT SCALE: 1/2' =1'-0" 9 GABLE X -BRACING SCALE: 1/2' = I'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 126 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 a EA. TRUSS RAFTER TO TRU55 MTS -12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENCS TRUS5E5 PRE -ENG. TRUSS ALTERNATE CONNECTION MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES FIBERGLASS SHINGLES OVER * 15 FELT ON '1/16' O.S.B. 0'-0' TO 30'-0" (1) 'X' BRACE 30'-1' TO 60'-0' (3) 'X' BRACE (I 'X' BRACE 6 CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) (2) 2X4 *2 5YP DIAGONAIL BRACE 11113-126 m EA TRUSS ( DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRU55 SPF ST IFFBACK (SEE SEALD ENG. PACK FOR / SIZE 4 CONNECTION) 7/16' OSB SHEATHING USE 8d NAILS AT 4' o c. EDGE 4 6' o.c. FIELD 2X4 W/ 3/8' X 5 LAG 032" O.G. OR SIMPSON MSTA-24 6 32' O.C. SHEATHING NAILING TO BE 6"-8" O.C. IN FIELD 4" O.C.GALL EDGES W/Sd NAILS ABLE END C SCALE: 1/2' =1' -0" FINISH 6 LANDING 3/4" PLYWOOD F.F. DBL 2X(o " 1115 UPLIFT SIMPSOM HTSM20 W/10 106 TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURE=D LINTEL w 2350 UPLIFT (2) SIMPSOM HT5M20 ONE EA. SIDE OF TRUSS OPPOSITE SIDE OF BLOCK W/10 106 TO TRUSS AND (4) 1/4' x 2 1/4' TAPGONS TO CONT -POURED LINTEL PRE -ENG TRUSS TRUSS 24' o.c. I \ //---BOND BEAM 1/2' GLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) 12d 0 EA. TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. TAP CONS DBL TOP PLATE MIN. 2' COVER 2X4 STUD 16' O.C. MAX. 2' APART 12 TRUSS ANCHOR RETROFIT N.T.S. 12" 3/4" PLYWOOD WITH LANDING DETAIL 4 12-D coMMONS NAILED THRU 3/4" FINISH @ LANDING PL�I'WOOD INTO 3/4" PLYWOOD F.F. EACH STRINGEIR,7 3-2x12 SYP STRINGER. ' DBL 2X12 REINFORCED W/2X4 SPF OR JOIST W/CONT. BEAD OF SUB -FLOOR ADHESIVE PL -400 OR SIMILAR 6 EA HORIZONTAL RUN SECURE TREADS TO STRINGER WI(3)#B 3" SCREWS e EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNE55 OF SUB -FLOOR SHEATHING NOTE: STAIRS RISERS TO CONFORM TO FBC 200-1 2R+1T=24"-25" 3/16" MAX. VARIATION IN R15ER5/TREADS ADJACENT TO EACH OTHER 3/5" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4" +-1/4" OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. b" WIDE -aNARROW END MIN. 11" WIDTH tv 12" FROM NARROW END 34" MIN. HANDRAIL HGT_ 3ro" 1-11N. FINfSH WINDER DETAIL 2X12 TREAD CUT TO FIT ._.--1X8 RISER IO° if (3) 106 CUT NAILS 6 2x4 P.T. SLEEPER INTO SLAB LE55 THAN 4" TYP. BETWEEN SPINDLES HAND RAIL 1/2" DRYWALL 1X10 TRIM 1 " NOSING TYP_ 0 STAIR SECTION DETAILS SCALE: 3/4"=V-0" A R C H IT E C T 8 Des2GrOUon . 1441 N. RONALD REAGAN B LVD. LONGWOOD, FL 32750 PH: 407-774-6078mFAX: 407-774-407 www.abdesigngroup AA #: 0003325 sysDly. LOT: TUSCA NORTH LOT #13 PROJECT# 1703.00 MODEL: "1970" GARAGE SWING: LEFT PAGE: MISC. DETAILS ARCHITECT: STATE OF FLORIDA CANTWELL 1012079 D rE: 03/09/10 s d ALE: 1/4"=1'-0" Ig ET W CIO W WW t- o � h 0 13 q U L~ 0 Q � m sysDly. LOT: TUSCA NORTH LOT #13 PROJECT# 1703.00 MODEL: "1970" GARAGE SWING: LEFT PAGE: MISC. DETAILS ARCHITECT: STATE OF FLORIDA CANTWELL 1012079 D rE: 03/09/10 s d ALE: 1/4"=1'-0" Ig ET