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2156 Lili Petal Ct 11-521 (a)A R C H I T E C TS Design Group,n�. '441 N. RONALD REAGAN BLVD. 913 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 AIN, C www.abdesigngroup.com AA #: 0003325 go joppppr Ar,, fwfcurcu. cL"rwrbuiwtun-. c;u"rrb CBC1 252212 5850 T. Q. LEE BLVD. SUITE 600 ORLANDO, FL 32822 -rei< (407) aso-szoo Fax: (407) 860-6300 • STATE OF FLORIDA DESIGN CRITERIA: PAGE ABBREVIATIONS GN—GENERAL . FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. ABOVE LAV. LAVATORY CERTIFIED BUILDING CONTRACTOR: PLAN W/ 2 0 0 9 SUPPLEMENT AIC Ate. CONDTITONING LUM. LUMINOUS -WIND LOAD CALCULATIONS PG ADI. ADJUSTABLE M.C. MEDICINE CABINET & REAR ELEVATION • 2007 FLORIDA FIRE PREVENTION CODE ALT, ALTERNATE MFR. NL4NUFACPURER HORTON HOMES *NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION AAdPD.R. BD. BOARD MST. METAL THRESHOLD 5850 T.G. LEE BLVD. SUITE 80Q •ALL LOCAL AND STATE CODES AB. CABINETr.rnr�t 1= Im. MOUNMD METAL ORLANDO, FL, 32822 CLR. CCLEAREILI O.C.S NOT TO SC ON CENTER TEL: 4 0 7) 850-5200 CONC CONTE PL PROPERTY L ( CPT. CARPET P.B. PUSH BUTTON FAX: ( 4 0 "7) 850-5300 • OCCUPANCY — RESIDENTIAL, GROUP R3 C.T. D. CERAMIC TILE DRYER PH. PLT PHONE PLATE •CONSTRUCTION TYPE — VB DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR •MIN. INTERIOR FINISH — CLASS B DIA. DIAMETER P.T. PRESSURE TREATED • BASIC WIND SPEED — 120 MPH (M/S) DIM. DISP. DIMENSION DISPOSAL R. RAD. RISER RADIUS • 1—STORY RESIDENCE — DR DEEP R.A.G. RETURN AIR GRILL • STATE OF FLORIDA w2—STORY RESIDENCE — MAX. HEIGHT AS PER DR. D.S. DOOR DOWNSPOUT REF. RM. REFRIGERATOR ROOM LOCAL AND STATE CODES DTL, DETAILR.O. ROUGH OPENING PROFESSIONAL ARCHITECT: D.W. DISHWASHER S.C. SOLID CORE EXT DR SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 EA. EACH S.D. SMOKE DETECTOR USED FOR DESIGN INCLUDE: ELEV. ELEVATION S.H. SINGLE HUNG JAMES CANTWELL EQ. EQUAL SHT. SHEET • CONCRETE MASONRY RESIDENTIAL EXH. EXHAUST SHTHG. SHEATHING AR NO. 12079 * CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. EXTERIOR SHWR. SHOWER AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F'G'A' F.G. FU GLASS FUEL GAS SIM. SL. SLIDINR SLIDING A.B. DESIGN GROUP, INC. �� FLR. FINSH FLOOR 5L. GL STD. SLIDING GLASS STANDARD SQ.FT. CALC. S 1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCENT SWs SHEAR WALL LONGWOOD, FLORIDA 32750 FGR FOOT a�'O4R TE3MP. SECTION TEMPERED GLASS Tel: (4 0 7) 774-6078 I-1 u i NCis 1 aeO 5Q. FT. GA, GAUGE THK, T.O.C. THICK TOP OF CURB Fax: 4 O) 774-4078 Ca,4RAGE 409 5Q FT GAR. DISP. G.F.I. GARBAGE DISPOSAL GROUND -FAULT CIRCUIT T.O.P. T.O.S. TOP OF PLATE TOP OF SLAB ENTR r 2(o 5Q. FT, H INTERRUPTER GL. GLASS TYP. TYPICAL GYP, BD. GYPSUM BOARD U.N.O. UNLESS NOTED TOTAL 2325 5Q, FT. F`AT 10 4O 5Q FT. H.B. H.C. HDR, HOSE BIB HOLLOW GORE HEADER WW.. OTHERWISE VAPOR PROOF WASHER PLAN REVIEW OFT. GOY. PATIO 1%$ SGS. FT. HOT. OR HT HEIGHT W/ WITH DATE CHECKED BY: INSUL. INSULATION WD. WOOD INT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON REVISIONS REV. DATE DESCRIPTION = 1016110 CONTROL p,4Tr 2 10/2FMO I CONSTRUCTION Doc:6 COMI=Lr=Tr=c 3 12/I(ollO TRUSS ENG. 1=Rcm CCA 1=0R ELAVATION 11,411 COVER PORCH INDER OF DRAWINGS SHEET # DESCRIPTION PG C1—COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG 1A—DOWEL PLAN PG 1B—LINTEL SCHEDULE PG 1C -WIND LOAD CALCULATIONS PG 2 —FLOOR PLAN PG 3A—FRONT & REAR ELEVATION PG 4A—LEFT & RIGHT ELEVATION "A" PG 5A—FRAMING PLAN ELEVATION "A" PG 6—ELECTRICAL PLAN PG D1—FOUNDATION DETAILS PG D2—MISC. DETAILS PG D3-1—STORY WALL SECTIONS. PG D4—MISC. DETAILS PG D5—MISC. DETAILS ti w W 0 o q u 4 � H SunDIv. IAT: TUSCA PLACE NORTH LOT X4-5 PROJECT# 1665.054 MODEL - "18J2" GARAGE SWING: LEFT PAGE: COVER PAGE ARCHITECT - STATE OF FLORIDA LLJ �7 , JAMES I PRINT U DATE: V 12 17 10 SCALE: 1/4"=1'-0" SHEET C 1 03PI 1 01 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 ii. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING -LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33, MAXIMUM AGGREGATE SIZE SHALL BE 3/" 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, AGI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 31-0".FRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: L NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, UNO. Fb = 1,500 PSI Fv = 175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" 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 518" 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 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 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 BOLTSMAILS 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/" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, ✓" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, 2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR 311.2. A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SEsLTBDIV. 8e IAT: TSCA PLACE NORTH LOT X45 PROJECT# 185.054 MODEL - "1892" GARAGE SWING: LEFT PACE: GENERAL NOTES mmoolo ARCHITECT - STATE OF FLORIDA iU� �- 7 2fil, � AR NO 12079 PRINT DATE: 12/17/10 SCALE: 1/4"=1'-0" SHEET u N Orl w � O t Q q U SEsLTBDIV. 8e IAT: TSCA PLACE NORTH LOT X45 PROJECT# 185.054 MODEL - "1892" GARAGE SWING: LEFT PACE: GENERAL NOTES mmoolo ARCHITECT - STATE OF FLORIDA iU� �- 7 2fil, � AR NO 12079 PRINT DATE: 12/17/10 SCALE: 1/4"=1'-0" SHEET u N Orl 40'-011 20'-9" 10'-0" 4 4 CONC. D 17--J) I--( j`�.,�,� SLA�3. � --4 1/2" 1 D1 4 I D1 ■ ■ ■ ■ I ■ ■ ■ II 10 SLAB 11 1/2" ,- � z I�� I ` D1 1 41 �Ir {� IId ----------- L--- L�� — 24"x24"x12" ■ —I 0'-0" ELEV. CONC.PAD ■— I DW- I FIN, GONG. 5LAE3 W/3#5 Is E.W. - L — J ON CHAIRS F-_ _��24"><24'><12'� MIN. 3" COVER CONC.PAD OPT W/3*5'S E.W. 4" W 6NC. REINFORCE W4 WM REFI ON CHAIRS OR F18ERMESH ON (o -MIL. ■ L _ J MIN. 3 COVER VAPOR IBARRIER ON WELL -COMPACTED 1 ■ CLEAN TERMITE D 1 TREATED FILL OR APPROVED 5U55TITUTE, D1I (RECRUIT II SY5TEM) I,,- (P m CIA m ■ 12x(o LLALL r ---1r --i OPT II PT W. II D. L _ _ J L — J i m Luc.) �. LAV � I �-71'_� 2'-2'901 LA " cq 4 CONIC. ry SLAB I /A z cl �I �COND } WH STEEL CHASE PIPE �,. BOiZD LLA�5 I/2 ° EXTEND END OF PVC. CHASE UP 12" ABOVE COND. CONC. PAD ■ I iv .I o N I it . . F03ul-I c� 12 /17 pl D SCALE: 1/4"=1'—C)" 11-41— or 1 O ■ " 4 � ■ �4 1/211 DI w ■ O.I 8 n 2x(o WALL 941-0 LAV. ) Impll 13'-4" :3 _ ■ I 1 I ■ �1 I ELEV. FIN. CONIC. SLAB ■ I(o'-0" 2'-0" �o'-S" 13'-4" 20'-0' 20'-0" 40'-0" FOUNDATION P (P A/C UNIT SIMPSON WB SECURE STRAP TO ROLL STRAP CONIC. W/ (2)-31I(o"X2" OR EQUAL. TAP -CONS SECURE STRAP TO CONC. 5LA5k UNIT W/ (2) O8x1 1/4 -------------------------� I 1 -4 1/2 ° 24"x24"x12" C ONC.PAD W/305's 1=.W. ON CHAIRS MIN. 3" COVER 4" (2) TYP. I CONC. Lu cL -3 1/2" � I I I I I I (j)COVERED PATIO A R C H I T E C T S Grousign p Inc. 11 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ti 12 /17 10 SCALE: 1/4"=1'—C)" !`SHEET or 1 w � t < �D O q U q � SUBDty. & LaT: TUSCA PLACE NORTH LOT X45 PROJECT# 1665.054 MODEL: „1892" GARAGE SWING: LEFT PACE: FOUNDATIO PLAN mmmm000 ARCHITECT- STATE OF FLORIDA Dru 17 261,9 DATE: 12 /17 10 SCALE: 1/4"=1'—C)" !`SHEET or 1 30'-2° 21'-4° 51-011 4'-011 c!� N Y r I N Y Y m N 1 r N 1 m m Y 0) m m Y �n Y Y Y ,h 13) rn 1 Y N �t a m I'-4" 1 m c� 1 �r m 1 N 0) 1 IIJN c� 1 1 DOWEL 1 ARCH IT EC TS 'Ao� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i SUSDIV. Ypf—ie LOT: TUSCA PLACE NORTH LOT X45 PROJZCT# 1665.054 ]MODEL: "1892" GARAGE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA l JAM CANTWELL A NO 12079 PHIi T D : 12/17/10 ATR SCALE: 1/4"=1'—O" SEZEET I A orl 6 i W C I T JU Q Cr} Z O q U 4 p � i SUSDIV. Ypf—ie LOT: TUSCA PLACE NORTH LOT X45 PROJZCT# 1665.054 ]MODEL: "1892" GARAGE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA l JAM CANTWELL A NO 12079 PHIi T D : 12/17/10 ATR SCALE: 1/4"=1'—O" SEZEET I A orl 6 i SAFE Lu"AD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U -LINTELS 8" PRECAST & PRESTRESSED U -LINTELS w,y LENGTH GRAVITY UPLIFT GRAVITY 4'-(a' LENGTH TYPE SUt3�- 8-1 1? -1T 16-1T 20 -IT eF8-ISi OP12-115 x016 -ID DP2�-I EF24-1S 8028 -Ip BF32-11� 2'-10"1349 PRECAST 2302 3166 4413 6039 1526 9004 10412 11936 3166 4413 6039 1526 9004 10412 11936 3'-6' (429 PRECAST 2302 3138 3311 4689 6001 '1315 8630 9941 3166 4413 6039 1526 90044 10412 11936 4'-0'(45') PRECAST 2029 2325 2496 3461 4436 5410 6904 1358 2646 4413 6039 1526 9004 10412 11936, 4'-6' (5411 PRECAST i$5l 1161 1913 2651 3403 4149 4896 15644 2110 4021 6039 1526 9004 10412 ebbe �.�-'-4' (64')PRECAST 1184 1223 1301 1809 2311 2826 3336 3846 1665 2889 5051 6096 15400 6424 14DO 5'-10`1110`) PRECAST 912 1000 1059 1414 1869 2304 2121 3131 1459 2464 4144 5458 4431 5260 6122 6'-(a" 1-18") PREGASt 931 12155 2101 3263 2146 3356 3911 4585 1255 2101 3396 5260 1134 6995 baw 050') PRECAST 161 1029 1615 2365 1994 2439 2886 9333 1029 1615 2610 3639 5596 6613 5041 9'-4" (112') PRECAST 513 632 1049 1469 1210 1452 1154 2021 168 1212 1618 2544 3469 4030 3121 10'-6"(126') PRECAST 4.56 482 656 002 1025 1125 1514 915 2051 1122 2114 1328 3130 1535 2404 11'-4' (136') PRECAST 445 595 935 1365 1854 2355 1193 2015 1596 935 1365 1854 2441 3155 4044 12'-0"(144') PRECAST 414 5415 864 1254 1669 2014 1510 lata 555 664 1254 1693 2211 2032 3590 13'-41 (1601) PRECAST 3(,2 421 126 102a 1331 1635 1224 1416 485 148 1016 1438 1855 2343 2920 14'-0`1168') PRECAST 335 301 648 919 1190 1462 1061 1260 455 100 1003 1335 1114 2153 2666 PRESTRESSEDNR N.R. 116 NR NR NR NR NR NR 4615 165 1310 2045 2610 $185 3165 PRESTRESSEpNR N.R. 124 NR NR NR NR NR NR 420 695 1260 1855 2310 2090 3410 17'-4' (20159PiRESTRESSEPNR N.R. 611 NR NR NR NR NR NR 310 530 950 1400 1000 2200 2600 19'-4'(232') PRESTRESSEpNR N.R. 561 NR NR NR NR NR NR 240 400 150 IOW 1400 1120 2030 21'-4' (256') PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 610 940 1340 1180 2110 22'-O'(2649PRESTRESSEP N.R. NR NR NR NR NR NR NR 160 300 510 810 1250 1660 1910 24'-CAC?88') PIESTRESSE N.R. NR NR NR NR NR NR NR 130 240 410 120 1092 1 1350 16,10, 8" PRECAST & PRESTRESSED U -LINTELS .M_WWG-t YALuk Gi wpn I -VK CiKAwr- 4V rIELP "MOAK 8" PRECAST W1 2" RECESS DOOR U -LINTELS w,y LENGTH T�'PE UPLIFT GRAVITY 4'-(a' LATERAL LENCTI-4 TSP 8-1 1? -1T 16-1T 20 -IT 24-1 20 -IT BF32-1T 5418 Bea B -a la-aT 16-2 0-? a -2 B -a 32-2T 2'-10" (34") PRECAST 2121 2810 4101 5332 6569 1811 9055 ?021 ?021 21x1 x184 3981 5190 6401 1690 58151 3'-6' 142') PRECAST 2165 2289 3260 4231 fi219 6204 1192 1251 1251 71615 ??115 3165 41x5 5091 6061 1236 4'-O' (48') PRECAST 1818 1909 2832 3680 4532 5301 6245 938 938 1010 1925 21150 31583 4422 5264 6110 4'-6' (54') PRECAST 1660 1162 2501 3251 4010 4161 155215 3352 X2-1 1660 1105 2435 3111 3913 4656 540x6 -127 5'-4' (6411 PRECAST 1393+ 1484 2110 2141 3315 4010 4645 5215 5(115 1393 1431 2050 2610 3293 3922 4549 PRECAST 1212, 1351 10J30 2505 3084 3665 4241 418 415 1212 1315 1815 2441 3010 3553 4151 6'-6" ('18") PRECAST 1141- 1200 1133 2250 2169 3290 3912 101 1011 1141 IIB? 1654 2192 2103 3216 3132 "I'-6' (130') PRECAST 959- 912 1415 1914 2354 2191 3240 591 65-1 990 1029 1466 IS01 2351 2191 32415 9'-4" (112') PRECAST 8010 612 980 1269 1660 1852 2144 454 3 2J 501 155 1192 1550 1910 2211 2634 10'-6'(126') PRECAST 116+ 498 193 1021 1261 1496 1131 49'3 116 611 1039 1389 1111 2034 2356 3�6 11'-4" (136') PRECAST 666+ 439 696 899 1104 1309 11515 363 556 666 535 905 1295 1595 1896 219E 12'-0"(144') PRECAST 601- 400 631 x161001 nab 1312 34,2 494 631 486 518 1209 1614 1199 2086 13'-4'(1609 PRECAST 500- 340 532 bob 841 991 1153 302 398 513 409 662 1004 1361 1631 1891 14'-(4'1168") PRECAST 458- 316 493 635 116 W2 1065 286 360 548 315 629 922 1254 11561 1816 14'-8' 11169 PRE3TRE88E1? 243 295 458 591 124 651 992 N.R. 351 243 3152 Be* 852 1156 1491 1 1142 15'-4' CI84'J I'RE9TRE88E1� 228 218 430 553 611 801 925 N.R. 32-1 228 329 542 191 1012 1301 1616 11'-4' 12089PRE81REBSE-0 186 236 361 464 561 610 114 N.R. 258 188 alb 449 649 614 tial 1359 19'-4' (232`) PRESTRESSED 165 166 201 x39 313 383 401 550 490 136 518 940 661 1160 N.R. 204 ?I'-4' (256`)f'RESTRESSEP 145 Ebb 218 35b 433 512 530 N.R. lit 142 212 336 411 635 801 993 22'-O'(2649PRESTIESSED 140 131 180 x05 266 322 343 451 416 6I 493 111 565 941 N.R.H 24'-0'!288')PRE3TtcE'35ED 121 124 1615 lab 244 290 312 406 380 1538 441 ba0 515 633 N.R. .M_WWG-t YALuk Gi wpn I -VK CiKAwr- 4V rIELP "MOAK 8" PRECAST W1 2" RECESS DOOR U -LINTELS 8" PRECAST W1 2" RECESS DOOR LI -LINTELS w,y LENGTH T�'PE UPLIFT GRAVITY 4'-(a' ATERA TYPE htE tt SMO -rt OW14-IT OWIS IT 81022 -IT x1026-1 - -ea 81014- IS- SW2-Nw5 aRF30-gm MI -Ip aRl'tp-1L 81014-1D 811'18->r, x1022-IB4'-4" 4'-61 5RF22 -05/1T 152') PRECAST 1489 1591 3053 3412 2982 4982 3954 6412 4929686r7.�1821 '1941108124'-6' BFI(o-051iT 156209 932 (54') PREGA9t 1351 1449 2152 2114 3600 44816264 3121 3931156 1102 9412 4952 6412 194110818 5511 W-$' (68')PRECAST 1192 1455 2240 3036 3831 5453 832 1602 1550 2058 25663585 2423 3055 18 185 1153 2162 4014 6412 6516 5814 ba3b 5'-10" (-t0') PRECAST 5'-121" 1110") PRECAST 119 1500 1449 1924 2400 2616 3352 135 1123 2051 3511 b412 6516 5450 6411 6'-8' (80")PRECA57' 110 Sol 1611 2933 2516 3223 3012 4522 a22 Sol 1611 2939 4100 6130 8111 6101 1'-61 (90') PRECAST 665 161 1311 2252 19158 2451 2944 3439 164 1311 2329 3609 5492 6624 5132 9'-81 (1161) PRECAST 311 420 034 1253 1011 1342 1614 1866 535 928 1491 2119 2610 3595 2015 8" PRECAST W1 2" RECESS DOOR LI -LINTELS -REPUCE VALUE IST 5% FOR CaRAPE 40 FIELD RE5AR N L-5 �ta N� E 7 L— 8 PATIO L-10 23-5H 25 -SH SOGoa S.G. . 25 -SH r__J L__-- I�J- oa e II o KITCHEN — i a NOOK 8'-8" CLC. — GREAT ROOM I —J -------..------� - OFT_ EDRM.*4 SHOUJN ----------- — — — — — — — — — — W.I.C. /AF OWNERS I I I I II DINING SUITE j I j I II V-8" ROOM LG. ri I I I I i ---------------j Go II I II L--JL--J BDRM. 3 8'-S" CLC. 0. BATH AUN. 8'-8" CLC. GLC. O O� ° 51-511 FOYER II ono 0Q L -----J — BATH L— 3 2—CAR GAR. ENTRY S'-8" CLG. 8'-8" CLC. _V j I&I&,-011II X 1'-,a -©- ------ -,.---- L- 4 ( / N BDRM. 2 8'-8" CLG. 25-5H 25-5H EGRESS EGRESS CAST-C1RE7[']E r LINTEL Su"HEDULE N L-11 K/ hs N L-12 J� m w,y LENGTH T�'PE UPLIFT Ll 4'-(a' ATERA t1 PE tt SMO -rt OW14-IT OWIS IT 81022 -IT x1026-1 alw3ro-I 8016-05AT a.2T6-i 30-21B� SWO-2T 81014.2T 81018-2T 8RR2-2TF4643 4'-61 5RF22 -05/1T 4'-4" 152') PRECAST 1244 1513 2413 326(- 411261 BFI(o-051iT 156209 932 932 1244 IBM 2339 3110 4008152 5696 4'-6' (54') PRECAST 1192 11501 2911 3121 3931156 EF16-05AT 5511 E63 853 1192 1455 2240 3036 3831 5453 5'-$' 1689 PRECAST 924- 924 1112 1132 1195 1141 2423 3055 18 3ba9 9603 I 4325 4230 501 5®I 5'-121" 1110") PRECAST 596- 1138 1142 SFlfo-�B/lT 65 3551 4198 469 469 596 1099 1690 91 3491 4106 !a' -S' f80')PRECAST 110 882 1513 13 3101 3642 1100 1228828ti Ila 956 1468 09 3035 3563 530 1'-6' (90'1 PRECASt 658 660 bill 849 1325 1302 2 25 2153 2690 3221 3151 110 941 9'-S" CII6") PRECAST 533- 433 808 0Fi(o-15/1T 6RF22 -O8/1T 8F28 -15/1T 13 1104 1995516 614 533 521 1009 28 2068 1 2450 -REPUCE VALUE IST 5% FOR CaRAPE 40 FIELD RE5AR N L-5 �ta N� E 7 L— 8 PATIO L-10 23-5H 25 -SH SOGoa S.G. . 25 -SH r__J L__-- I�J- oa e II o KITCHEN — i a NOOK 8'-8" CLC. — GREAT ROOM I —J -------..------� - OFT_ EDRM.*4 SHOUJN ----------- — — — — — — — — — — W.I.C. /AF OWNERS I I I I II DINING SUITE j I j I II V-8" ROOM LG. ri I I I I i ---------------j Go II I II L--JL--J BDRM. 3 8'-S" CLC. 0. BATH AUN. 8'-8" CLC. GLC. O O� ° 51-511 FOYER II ono 0Q L -----J — BATH L— 3 2—CAR GAR. ENTRY S'-8" CLG. 8'-8" CLC. _V j I&I&,-011II X 1'-,a -©- ------ -,.---- L- 4 ( / N BDRM. 2 8'-8" CLG. 25-5H 25-5H EGRESS EGRESS CAST-C1RE7[']E r LINTEL Su"HEDULE N L-11 K/ hs N L-12 J� m ASTM RETE LINTEL SCHEDULE LINTEL NO. LENGTH T�'PE COMMENTS Ll 4'-(a' SF16-05/11 w L2 4'-6' 8016-05AT L3 4'-61 5RF22 -05/1T � 1-1/21 CLEAR L 4 1-1'-411 8F28-I5/1T T1''F'E DESIGNATION L 5 4'-61 BFI(o-051iT L f'c precast lintels = 350® psi. L & 4'-61 BF16-05/1T L I 4'-&l 8016-05/1T 2. Shore filled lintels as required. p L B 4'-(W EF16-05AT 4° «. • •' 1- 21 9'-4" 8F24-15/iT 2. N.R. = Not Rated, 3. Safe loads are total su erim osed allowable load on the sections ecified. p p p 4. Safes loads based on grade 40 or grade 60 field mbar. 1-10 4'-61 8F1(o-05/1T L 11 4'-60" 5Fi&-015/1T 5. Additional lateral load capacity can Yoe obtained by the designer by providing L 12 5'-10' BF16-05/1T GROUT L 13 4'-9a" SFlfo-�B/lT of 1 & 1 / I / 15/1T 1 L 14 7140" 5FI&-05/1T &. Prestressing strand per ASTM A416 grade 2"10 low relaxation. 6. Bottom field added rebar to be located at the bottom of the lintel cavit y' 1. 1/32" diameter wire attrrups are welded to the bottom steel for mechanicaI anchorage. 8. Cast -in -lace concrete ma be in composite lintel In lieu of concrete mason( unite. 6. One 01 rebar may be substituted for two S rsbar& 1n 8' lintels only. 1. The designer may evaluate concentrated loads from the safe load tables by J � NOMINAL WIDTH � • s ✓ REE3AR At BOTTOM OF LINTEL CAV17Y provided 1. 1/32 wire per ASTM -510. K' y p p y calculating the maximum restating moment and shear at d -away From the Faces of support. QUANTITY OF "5 8. Mortar per ASTM 0210 type M or S. S. Safe load ratings based on rational design analysts per ACI 318 and ACi 530 13. For composite lintel heights not shown, use oafs load from next lower height. NOMINAL HEIGHT REAR AT TOP BOTTOM REINFORCING PROVIDED IN LINTEL 9. All safe load& in units of pounds per linear foot. p 0` NOMINAL W16TH (VARIES) ~ U � O 0F1(o-05/1T 0Fi(o-15/1T 6RF22 -O8/1T 8F28 -15/1T ASTM RETE LINTEL SCHEDULE LINTEL NO. LENGTH T�'PE COMMENTS Ll 4'-(a' SF16-05/11 w L2 4'-6' 8016-05AT L3 4'-61 5RF22 -05/1T � 1-1/21 CLEAR L 4 1-1'-411 8F28-I5/1T T1''F'E DESIGNATION L 5 4'-61 BFI(o-051iT L f'c precast lintels = 350® psi. L & 4'-61 BF16-05/1T L I 4'-&l 8016-05/1T 2. Shore filled lintels as required. p L B 4'-(W EF16-05AT 4° «. • •' 1- 21 9'-4" 8F24-15/iT 2. N.R. = Not Rated, 3. Safe loads are total su erim osed allowable load on the sections ecified. p p p 4. Safes loads based on grade 40 or grade 60 field mbar. 1-10 4'-61 8F1(o-05/1T L 11 4'-60" 5Fi&-015/1T 5. Additional lateral load capacity can Yoe obtained by the designer by providing L 12 5'-10' BF16-05/1T GROUT L 13 4'-9a" SFlfo-�B/lT of 1 & 1 / I / 15/1T 1 L 14 7140" 5FI&-05/1T &. Prestressing strand per ASTM A416 grade 2"10 low relaxation. /----------------- —\ f 7 I (2) 25 -SH EGRESS I L-14 ELEVATION 99 C A R C H I T E C T S WT' • YL1 V• LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesignIL p.com AA #: 0003325 45 REBAR AT TOP w SAFE LOAG7 TABLE NOTES MIN. (1) REQ'D •' MATERIALS GENERAL NOTES � 1-1/21 CLEAR I. Provide full head bad I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled lintels be by 20% bearing length less 6-1/2'. T1''F'E DESIGNATION -�'- '• L f'c precast lintels = 350® psi. mortar and joints. must reduced 1f is than ' 2. f'c prestressed 11nte1s 61-00 Pat. 2. Shore filled lintels as required. p Safe loads for all recessed lintels based on 8nominal bearing. g t= =FILLED WITH GROUT / U = UNFILLEi7 uu � 4° «. • •' CMU. 3. F'c grout ■ 3000 psi w/ maximum 3/8' agreeates. 4. Concrete masonry units (CMU) per ASTM 819;2 w/ 3. installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-i/2' lon notches at the ands to accommodate g vertical call reinforcing and grouting. 2. N.R. = Not Rated, 3. Safe loads are total su erim osed allowable load on the sections ecified. p p p 4. Safes loads based on grade 40 or grade 60 field mbar. QUANTITY OF +'S RE5AR AT BOTTOM OF LINTEL CAVITY Q "'• t • • _ ' minimum net area compressive strength = 1900 pet. 5. Rebar provided in precast lintel ASTM A615 GR60. 5• All lintels meet or esxasxsd L/360 vertical deflection, except lintels ri'-4' and 5. Additional lateral load capacity can Yoe obtained by the designer by providing W 'n � � 4 :' GROUT per Field rebar per ASTM AblS GR40 or GR60. longer with a nominal height of 81 meet or exceed LAW. addional reinforced masonry above the precast lintel. of 1 & 1 / I / 15/1T 1 ' &. Prestressing strand per ASTM A416 grade 2"10 low relaxation. 6. Bottom field added rebar to be located at the bottom of the lintel cavit y' 1. 1/32" diameter wire attrrups are welded to the bottom steel for mechanicaI anchorage. 8. Cast -in -lace concrete ma be in composite lintel In lieu of concrete mason( unite. 6. One 01 rebar may be substituted for two S rsbar& 1n 8' lintels only. 1. The designer may evaluate concentrated loads from the safe load tables by J � NOMINAL WIDTH � • s ✓ REE3AR At BOTTOM OF LINTEL CAV17Y provided 1. 1/32 wire per ASTM -510. K' y p p y calculating the maximum restating moment and shear at d -away From the Faces of support. QUANTITY OF "5 8. Mortar per ASTM 0210 type M or S. S. Safe load ratings based on rational design analysts per ACI 318 and ACi 530 13. For composite lintel heights not shown, use oafs load from next lower height. NOMINAL HEIGHT REAR AT TOP BOTTOM REINFORCING PROVIDED IN LINTEL 9. All safe load& in units of pounds per linear foot. p 0` NOMINAL W16TH (VARIES) A R C H I T E C T S WT' • YL1 V• LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesignIL p.com AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE NORTH LCAT #45 PROJECT# 1665.054 MODEL - "1892" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (CAST—CRETE) ARCHITECT- D,& Til: 12/17/10 SCALE: 1/4"-1'—O" (SHEET or I B 101 w U W � p ~ U � O q U h A � ti SUBDIV. & LOT: TUSCA PLACE NORTH LCAT #45 PROJECT# 1665.054 MODEL - "1892" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (CAST—CRETE) ARCHITECT- D,& Til: 12/17/10 SCALE: 1/4"-1'—O" (SHEET or I B 101 r. - ------------------ EGRESS ---------- -EGRESS j). ELEVATION 95 c" '77Nq WE 10' 1 WA 977`1"' C;0NCfRETE P1R0L;)UCT6, INC. P.O. 15OX 219 ZEE -1-1000p, FL- 32798 (401) W(cc+-2511 1-800-654-5139 PAX 401-85&-0195 LINTEL NO. LENGTH TYPE COt"MENT5 L -I 41-61 8/16-S-1U/0L 990 L-2 41-6" 8/16-S-IU/0L 81X0 -S-0 8/24-5-0 L-3 4'-6` 8/22-S-1U/0L RECESSED L-4 IT -4` 8/28-6-1U/IL 8/16 -8 -IL L-5 4'-611 8/16-5—IU/0L 8491 L-6 4'-611 8/16-6-IU/0L 0000 L-1 41-6" 816-5-1U10L 2603 L-8 41-611 8/16-6-1U/0L 0000 10000 L-9 91-4" 8/24-5-1U/IL 4'-0' PRECAST L-10 41-6" 6/I6-6-IU/0L L—II 4'-6" 8/16-5-11J/ADL NOMINAL 1,1,110TW4EIGHT OF LINTEL L-12 51-10ki S/16-S-1U/,aL MID b412 L-13 41-6" 8/16-5-IU/0L 100" L-14 I'-6" 8/16-6-IU/1L 2111 N EDO 04 w N � 1 L—'7 L— B PATIO 9 23 -SH 25 -SH 8(��oS S.Ca. 25 -SH �a NOOK KITCHEN - I V -alp GLG, - GREAT ROOM — 61-5" CLCD. I I IM M — — — — — — — — — — — — OWNERS SUITE S'-8" CEG. OPT. 5DRM.04 SHOWN II G DINING II II II � aR�aM- I L fl I I I r I I I L__.—_____ -----J I II no O 0. BATH o LQ a' -a" CLCD. O 0 0 ) I \X L — — — — — J 2 - CAR GAR. S'-8" GLG. 1(01-011 I'-K/'OH -------------------- -------------------- L— 4 BDRM. 3 QI—w CLG- FOYER- 8'-S" GLC. I I a o a _ BATH -- 12 L— 3 ENTRY V-811 CLCx. BDRM. 2 V-8" CLG, c=h L-11 F CV /-- --------------- f L 25 -SH 25-5H EGRESS EGRESS LINTEL Lw"xlaglih � 2'-10- PrdCatlt 3'-b' pedCaat 4'-01 M wAst 4'-b' F'rdoaat 4-8' Pracaat 9'-4' Format 9'-10' is at b' -b' Prdoaat T -b' Frw4st T-8' Frdcaat Prdcaal peacoat W.4' Fralcaot 10'-6' Pralaaal Prwcaat Precast 12'-6' Prawcaat 13'-4' Pnacaat 14'-0' Prdeaat 14-8' F'resireaaau 15'-4' Fft"re" 11'-4" PYdsireaaa 19'-4" Ftwtrdaadw 24'-0' F N.Q.. Not I 8" LINTEL UPLIFT 12" LINTEL GRAVITY 8" LINTEL GRAVITY LINTEL SAF LATERAL LOADS (PLR) T1 M SAFE GRAVITY LOADS (PLF) �p FLNN a F1 9 TOTALtYPE 990 ITS 8/12-6-0 8116-8- 81X0 -S-0 8/24-5-0 8.5-0 8/92-5-0 LEND PLAIN 8/B -S -IL 8/12.6 -IL 8/16 -8 -IL 8/20 -6 -IL 8/24 -5 -IL 8/iB-S-IL 8/92 -8 -IL 2'-10" PRECAST 6021 8491 I 10mv 10000 10000 0000 10000 10000 V-6' PRECAST 2603 401 4011 1 9399 10000 I 127000 0000 10000 10000 10000 10000 I Impo 10000 4'-0' PRECAST I 1821 ON F7 Moor 7111111111 "A' ISAIR8 (MAIN REINF) NOMINAL 1,1,110TW4EIGHT OF LINTEL 4--b-PRECAST 1996 2214 2214 MID b412 iris 100M W84 ivem tog" 100" 1" 4'-8' PRECAST 1298 2111 4W2 100" to~ loom IV~ 100 5'-4" PRECAST 1006 ®' lool SFA6 4021% 6451 62" 100 1658 Sell P~ 100 100 5'-127- PRECAST S.� 1461 3001 9111 8888 10000 1 10000 146, 3001 8111 G8S8 10000 10P0m 10000 6'-b" I" AST 110 1232 2440 3934 690 8989 1000(0 10000 % 12 2440 3934 6250 10000 10000 10000 1-6" PRECAST 562 1001 1918 2942 4346 6461 10000 10000 1001 1918 2942 4346 6461 10000 10000 T'-8' PRECAST 844 9,5 1849 2819 131 6010 9245 10000 918 1849 2819 4131 6010 9248 10000 8'-0' PRECAST 911 516 11 14 b 02 3,01 T 0030 Iwo 100" PRECAST 482 864 M II 2415 241b 1 3444 K2_ V-4' PRECAST 411 141 141 D61 1361 — w 2166 2160 3616111 0124 1"l 10'-6" F"REGAST — 636 1149 164% 22 2S62 36M 90S4 349 696 1140 164t 22AI 2162 sm DAM II' -4" F9RECA8T 3 4 514 1028 1028 14" 1469 IS64 1964 2666 2566 3pm 3305 42n 4239 12'-0' PRECAST 539 990 543 1,89 2916 2951 3134 292 933 950 L%43 1189 2316 2951 3134 12'-6" PRECAST 211 528 m 1264 1616 2181 2130 3426 5215 899 1264 1616 2151 2130 3426 13'-4' PRECAST 464 822 101 1HBa 1935 2425 3010 255 464 822 IsI ISO 1535 2425 301- 436 169 1013 1406 1186 2225 2141 W -O' PRECAST 239 436 t69 1013 14276 1186 2225 2141 14'-8" PRESTRESSED N.P. i 1 NX 611 Ng W14 NR 1421 Nx lilt Nit 2662 18'-4- FwRESTRESBED NR. 4 11 160 11610 13361 1660 203R 24M IT -4' PRESSTREEWD NR. 5 2 W2 1111 011) 161 1"1 18'-4' PRESTRESSED NF. 11 11 141D 1 1616 20'-0 P1iE8iRESBEA NR. ' 812 911 1122 I 1345 NA 199@ 21'-4" P'RESTRE98ED NA. 295 500 T4b 840 1024 1224 1441 22'-0' PRESTRESSED 1 NX N R NX Ns. 267 481 11-1 8276 981 1111 1316 24'-0" PRESTRESSED ", N..m - NOL ,.esaow w 0a NR - Not Fft—m awdad 8" LATERAL TABLE LINTEL 2'-10' Freaaa S' -b' F4aaek 4'-0' M'araat 4.4. pmaaat 4-V P4aa6a4 V-4' IYeoak 0'-191 Fraeaat b' -b' Fraaaat T' -b' IRaeast IYaoeat d-ar ft -am W-4' ReaaN 7.4' Ramat M' -b' FAwaat II'•4' PMW&l W.O. m at W_b' m 18-4' Phe A W -d' m at 4l -C' Fraavat al' -4' Piauaw rr-4' wraaN 8" RECESS DOOR HEADER LATERAL TABLE FRECE55 DOOR HEADER SAF LATERAL LOADS (PLR) T1 M -. �p FLNN a F1 9 k 990 ITS at IGNAL i18T • '' k w FYeeaat 7_7 Nor 4-6' Freak 416 u40 Fromt wo so poust ,/32" 871RF8JF8 160 1'-6' k 208 "0 9 R eclat I wy 490 ON F7 Moor 7111111111 "A' ISAIR8 (MAIN REINF) NOMINAL 1,1,110TW4EIGHT OF LINTEL 1 EW1 �BEEDAM (MAN SEE SC4IEPULE I �' EARS - SEE SCHEDULErPLAIN 1 014 60LID LINTEL +I F -1 " w 4 " -P-#U/#L.� NOWF u LGF ADDITICNAI "6 BARS IN UPPER h Q � z O q U r. �'��'l♦�aT��'�T1T7♦�� '))� X71♦�1'�1'1♦ ...............1♦� % lzz NR - Not Fft—m awdad 8" LATERAL TABLE LINTEL 2'-10' Freaaa S' -b' F4aaek 4'-0' M'araat 4.4. pmaaat 4-V P4aa6a4 V-4' IYeoak 0'-191 Fraeaat b' -b' Fraaaat T' -b' IRaeast IYaoeat d-ar ft -am W-4' ReaaN 7.4' Ramat M' -b' FAwaat II'•4' PMW&l W.O. m at W_b' m 18-4' Phe A W -d' m at 4l -C' Fraavat al' -4' Piauaw rr-4' wraaN 8" RECESS DOOR HEADER LATERAL TABLE FRECE55 DOOR HEADER SAF LATERAL LOADS (PLR) T1 M two �p FLNN a F1 9 k 990 ITS at IGNAL i18T • '' k w FYeeaat �1aLAgCED 4-6' Freak 416 u40 Fromt wo so poust ,/32" 871RF8JF8 160 1'-6' k 208 "0 9 R eclat I wy 490 LINTEL REINFORCEMENT SCHEDULE F+iLIN1ELlE"""R9FORCENEM"i:•::t+.,:+:.v;::.n:::::::::::::::: * . . . . . . . . . . . . . . 'T f2l #8 0E P14 M 17-e 1214 a Et 19- 4" o 2REFERTO LERSEMN FOR ElFOROENEM IAM KNR 'CONCRETE MACEID IN FIl1.0) 7GF LEG L G'ul' 0 14'-00' LENO1148 1/32' STIRRUPS * 4'-0' C/C (1)4! CONTINUOUS (OPTIONAL) 'A' SAR8 (MAIN PEW SEE SCHEDULE '¢' ISAARS . SEE SCI4EDULE F 12" LATERAL TABLE /—(V a5 CFagT�I'TICNpJCyU�B ILL PLq? C�f6E�1ETD �4'A-0' (1) IS CONTINUOUS .r TYPICAL LINTEL 8"x811 RECESSED SECTION a'xlb' r.NOGlcour r.L..ocic IGNAL i18T • '' 3pp0 pgI �� L lCC7NoCRLETE IN FIELD) w �1aLAgCED 3TpP JpL qAM:@ p q� t}37_ {: {4'�'p�.{ LPs. R'SFIC3'fR8 LEQPUP TQ 14' -BJ' L[:N(rt418 �mov ,/32" 871RF8JF8 (11CPTITO TNUO '.,, . 4: IONAL'3R' TYPE DESIGN,4TIC7N . 1B2'8TIRRUFSAT4'-®' . ' a. y . ,i�>fcn "A' ISAIR8 (MAIN REINF) NOMINAL 1,1,110TW4EIGHT OF LINTEL 1 EW1 �BEEDAM (MAN SEE SC4IEPULE I �' EARS - SEE SCHEDULErPLAIN 1 014 60LID LINTEL +I F -1 " w 4 " -P-#U/#L.� u LGF ADDITICNAI "6 BARS IN UPPER h Q � z O q U IN FIELD) LEG LIP LENGTHS --(ll 115 CONTINUOUS (OPTIONAL.) � YbEE &LEIN "4.) L'Il32' STIRftPS AT 4'-0' cc TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 12"x8" SECTION o OR LOWER LINTEL CAVITY A R C H IT E C T S OFDesign u p I ne. 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 327PH: 407-774-6078 FAX: 407-774-407www.abdesigngroup.c AA #: 0003325 (1) IS CONTINUOUS TYPICAL LINTEL 8"x811 SECTION TYPICAL LINTEL 8"x811 RECESSED SECTION a'xlb' r.NOGlcour r.L..ocic IGNAL i18T • '' 3pp0 pgI �� L lCC7NoCRLETE IN FIELD) w �1aLAgCED 3TpP JpL qAM:@ p q� t}37_ {: {4'�'p�.{ LPs. R'SFIC3'fR8 LEQPUP TQ 14' -BJ' L[:N(rt418 ,/32" 871RF8JF8 (11CPTITO TNUO '.,, . 4: IONAL'3R' TYPE DESIGN,4TIC7N . 1B2'8TIRRUFSAT4'-®' . ' a. y . ,i�>fcn "A' ISAIR8 (MAIN REINF) NOMINAL 1,1,110TW4EIGHT OF LINTEL 1 EW1 �BEEDAM (MAN SEE SC4IEPULE I �' EARS - SEE SCHEDULErPLAIN 1 014 60LID LINTEL +I F -1 " w 4 " -P-#U/#L.� u LGF ADDITICNAI "6 BARS IN UPPER TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 12"x8" SECTION o OR LOWER LINTEL CAVITY A R C H IT E C T S OFDesign u p I ne. 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 327PH: 407-774-6078 FAX: 407-774-407www.abdesigngroup.c AA #: 0003325 SUDDIV. & LOT: TUSCA PLACE NORTH LOT X45 PROJECT# 1665.054 7ODEL: "1892" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (WE KI WA) ARCHITECT STATE DF FLORIDA 11)A_�u 17 p#Tg 12 17 10 SCALM: 1/4'1=17-01a SHEET � JTE,) . � 0F1 w W w h Q � z O q U % lzz SUDDIV. & LOT: TUSCA PLACE NORTH LOT X45 PROJECT# 1665.054 7ODEL: "1892" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (WE KI WA) ARCHITECT STATE DF FLORIDA 11)A_�u 17 p#Tg 12 17 10 SCALM: 1/4'1=17-01a SHEET � JTE,) . � 0F1 I r- -------------- -� 7 I I EGRESS L-14 QELEVATION "C" PRO -CRETE LINTEL SCHEDULE LINTEL NO. LENGTH TYI=I-= COMMENTS L 1 4'-6' 1-BXI1P_0G/lu L 2 4'-('' F-8X16-01GAL1 L 3 4'-6' F-8X22-RPH-xAGALI L 4 IT -4' 10-8X28-10AU L 5 4'-6' P-8X16-0131/IU L 6 4'-6' F-8Xl6-OG/IU L , 4'-6' F-8X16-OG/lu L 8 W-6' P-8X16-0r/1U L 9 V-4' P-8X24-IG/IU L 10 4 _6. F-8X16-r2aCs/1U L 11 4'-6' F-8x16-fdG/IU L 12 8,'_101 F-6X16-10GAU L 13 41-6' F'-8X16-2Ka/1u L 14 965 2,192 CONCRETE LINTCL P t,C PEf TIES AND SPEQFICAT1011g, 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 ft) 2. Precast, prestressed lintel for 8" CMU construction: 6,000 psi (Fc) 3. Grout compressive strength 3,000 psi (f g) 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. Tvoe M or S. GENERAL STRUCTURAL (VOTES: 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 L/180 deflection ratio. All other lintels meet or exceed L/360 deflection ratio. 10. When allowable load capacity of a precast unfilled lintel is exceeded by the dead' load of grout filled composite lintel during construction, lintels shall be shored at 8' ox. maximum and shoring maintained until grout reaches at feast 85% of Its specified strength. 11. Using the following equation, lintels shall be checked for simultaneous load stresses when a combination of vertical and horizontal loads are applied: L-12 �l1 c+l --------------- �r N IIN I I I I I I 1101 Jill I EGRESS EGRESS I I I L-2 L-1 j PRO -CRETE LINTEL SCHEDULE Applied vertical load + Applied hoc ontal load < 1.0 Safe vertical load Safe horizontal load 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 20% for a 4" bearing. 11. When Grade 40 reinforcing is used, tabular load ratings must be reduced by 200/6. Nominal width Dimension (inches) I P-8x20-1G/2U I I Field Placed #5 Bar(s) Reinforcement L L ___ L((U = Uplift or G = Gravity) Nominal Depth Dimension (inches) P = Poured Grout; E = Precast Only (Empty) Far 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 Nomendabure ;; . Field placed masonry units a .. -Field Uplift Reinforcement ("U") Feld -Poured grout ,,J AI f 4. y' Reld plaoed masonry units r Field -Poured grout 'Field placed Gravity Reinfztrcement ('V) U�._ Precast Section (reinforced s. 6 per typical spedflcatlons) ' a- Width SAMPLE SELEMON FROM ALLOWABI FP LOAD TABLES: Product Description: P -8X20 -013/2A and required length: S' 10" width and Depth actual dimensions 3/8' (Maximum allowable span far lintel Is length minus 1311) less than expressed (nominal) dimensions. Allowable Gravity Load (per foot): 3,738# Allowable Lateral Load (per foot): 1,7.135# Allowable Uplift Load (per foot): 3r810# st TPI, N I TNT 1 IMR11VTTY LET+iGi1•E TYPE E -8x8 X8 -0G P -8x12 -OG I P -8X16 -0G I P-BX20-11G I P -8x24-06 P- -1G P-8X12-iG P-8xirriG P-8x70-iG P -8x74-16 Z-10" (34") PRECAST2,887 1,761 3 89 7,319 9,772 12,224 14,677 4 219 7,552 10,005 12,457 14,910 3'-6' (42") CAST 2, 80 1,947 351 5792 7,129 8,467 2,175 4 6,983 8,721 10 438 4--V (48") P CAST 1,71 1 136 3 0 3 976 4 895 5 813 1.187 32591,. 5,220 7,114 81515 41-6" (S4") PRE s -r 1,460 965 2,192 898 3,567 4,236 008 2,349 4 4 5,660 7188 51-4" (64") PRECA 1,166 PRECAST 1,191 2,61 3,985 5,350 a 1226 2,749 5,479 5'-10" (70") PRECAST 1,040 733 1,061 2 028 3 238 4,448 764 1,092 2 143 3 353 14,563 47 (78") PRECAST 907 692 987 1275 2 3 665 720 1410 1582 2,676 3,770 0 10 INCH RECESS LINTEL LATERAL - „,,.�... .�.,.. E -8X6 -RAN I P -8X6 -RDH I ADDED #5's 3'-8" INCH LIN EL 1,989 1,989 4,771 UPLIFT (48") PRECAST 1,761 1,761 LATERAL 4'-4" (52") PRECAST 1,581 1,581 E -8X8 P -8X8 -1U P 8X12 U P -8X16 -1U P-BX20-lU P -8X2 11.1 P 8X8 -2U P 8X12 2 P -8X16 -2U P -8X20 -Z P -BX + P -8X28 -1U P -8X32 -1U P-8X28-21JP-8X32 2U 8X8 P-SX8 A0VE0 5's LENe !i I TYPE 2'-10" (34") PRECAST 1,121 4,074t34 T-10" 11,335 14,294 17.253 20 212 23,171 3,487 3,467 10,396 ' 3,533 ' 4,074 1,021 1335 14,294 17,253 212 23.171 909 7'-6" (90") PRECAST 801 801 3'-6" (42") PRECAST 2,571 1944 ' 598 747 10,059 1214! 14 3 16,305 2,525 2,525 5,451 (256") I PRESTRESSED N/A -----NIA ---- 189 1994 --__-INIA......_...N1'p! 701 47 10,059 12,141 14 16,305 ' j (264") PRESTRESSED N/A 4'-0" (48") PRECAST 2,138. ! 2S65 NIA ''-- 1 49E N A -----_I----- 1,603 8150 9 943 11 13 353 7,092 2,092 3,743 -----IA---- 680 --_»NIA..........IA---- 914 1,124 ----NIA---- 1,200 1256 7 780 5 7 8150 9943 11 646 13 353 7 188 8 371 9,553 4�-6" (54") PRECAST 1,832 ! 079 ----11191»_..,,_._2161 4 41 6 427 8 426 9 871 3] 5 1,642 1,642 2,727 PRECAST 857 1,226 2,7 9 1.079 2,410 4,419 6,427 a,426 9 871 1 15 11040 733 1,061 5'-4" (64") ?RECAST 1,981 899 1368 3,009 4,671 b 056 7109 B 1 2,143 1,436 1,763 5,772 6,982 6141 ' (78") PRECAST 907 692 -------------- 982 -------------- 1 275 -»__-1-------- 2 572 -----1--_----- 3 666 ...._1.__.._..._....1..._..... 4,759 5 853 2 765 S -10' (70') PRECAST 720 808 1232 2 332 3 610 4 89 5 739 6 58- 1,285 1,285 1,411 1,330 808 1 8 2 3,810 5 87 6 3 4 4+049 605 847 11092 6'-6" (78") ?RECAST i 1,027 i' 34 1 115 1 491 3 036 3.808 4 470 =.131i 11 127 1,127 1,085 _-- 31397 _ 900 1,D81 l 734 1,2123 1 604 11018 4 376 a 71S ' OS4 3,471 -- 9 4" i (112") INCH RECESS LINTEL LATERAL - „,,.�... .�.,.. E -8X6 -RAN I P -8X6 -RDH I ADDED #5's 3'-8" (4411) PRECAST 1,989 1,989 4,771 4'-0" (48") PRECAST 1,761 1,761 3,743 4'-4" (52") PRECAST 1,581 1,581 3,014 4'-6" (54") PRECAST 1,504 1,504 2,727 5'-8" (68") PRECAST 1,121 1,121 1,516 T-10" (70") PRECAST 1,081 1,081 1,411 6'-8" (80") PRECAST 920 920 1,021 7' -0" (84") PRECAST 868 868 909 7'-6" (90") PRECAST 801 801 773 2565 (116") PRECAST 598 598 432 8INCH _LI TEL GRAVITY E-8X8I_P-8X8-1G..J P-8X8-OG P -8x12 -OG P-8X12-iG P -8X16 -OG P-BX16-iG P -8X20 -OG P-BX20-1G P -8X24 -OG P -8X24 -1G - P-8X28OC P -8X28 -1G P -8X32 -OG P-8X32-iG LENGTH TYPE 365 N/A N/A i 312 N/A N/A 267 N/A N/A 228 14-8 �� (176) PRESTRESSED N/A _NIa..__ --- 399 ,..._ NIA_--- 772 ----- NIA. ......... 1,327 NJ&......... 1,992 N�A -_._ 2,644 ._.__NLA.___ 3 233 ---- 3,478 15'4, (184") PRESTRESSED N/A . »--SLA----- 365 NIA---... 701 .._»�.�A ......... 1285 Y1 a --------- 1,835 NlA.......... 2,436 NI'�---- 2 980 ---- NI'�---- 3,205 17-4" ; (208") I PRESTRESSED N/ANIA_--- -"" 286 ----NIA---- 562 ----fa». 1,025 ---_-Y•I'�_.__ 1466 ----NJA--... 1951 2','3 8 9 2565 19'-4" (232") PRESTRESSED N/A ---»NTA-_-_ 231 ___� NIA,._. 457 _._. NIA_-_- 840 --__ N1_A......... 1,205 1,606 .---NIA---- 1968 ----NIA_.__ 2,111 21'4" (256") I PRESTRESSED N/A -----NIA ---- 189 --_--NIA---- 378 --__-INIA......_...N1'p! 701 ......... 1,009 NI?! -__. 1,348 ____NIA.......... 1653 NIA_-__ 1,771 Z2'-0" ' j (264") PRESTRESSED N/A ..--!ala-_-- 168 ...... NIA_ 339 _----NIA 632 �+1A____.____N!A. 912 1 219 `- NIA ''-- 1 49E N A -----_I----- 1,603 1' 24'-01' (288") PRESTRESSED N/A 1_.__NIA---- 119 ._-_NIA._.- 246 .»--NIA---- 468 -----IA---- 680 --_»NIA..........IA---- 914 1,124 ----NIA---- 1,200 S INCH LINTELUPLIFT E -8X8 E -8X8 "P -8X8 -2U P -8X12 -2U -P 8X16 -2U I P -8X20 -2U I P -8X24 2U I P 8X28 -2U I P-BX32-2U LENGTH TYPEE-8X8 365 N/A N/A i 312 N/A N/A 267 N/A N/A 228 14'-B" (176i1) PRESTRESSED N/A242 ._«. 248.. _ 332_--- ..- 396 ---- 524____ 672 682 .___.977 »"". �.. 848 1 356 "-- 988 -- 1654--- 1 ,142___ - 1,893 15'-4" (184") PRESTRESSED N/A 226 231 309 370 502 616 641 912 782 1,243 919 1,587 i 066 1,812 17'-4" (208") PRESTRESSED N/A 191 194 261 301 424 509 548 757 652 1024 773 1,294 868 1,464 19'-4" (232") PRESTRESSED N/A 165 _._.169____ _ 231--_ _.. 259 - 354 -----435 .........632 458 --------- 578 95 `--- ---1,104_...._4.,237--- 610 762 21'-4" (256") PRESTRESSED N/A 141. ---142`-- 197 " 232--- 312 -- 382 402 ` `552 __ 501 ..732 _. 582 _ -_» 924"- 663 1,052 22'-0"(264"} PRESTRESSED N/A ...-138_--- 140 --_-194 .... 225 301 ............. 356 384 --_-.__.__. 513 473 691 562 _ _ 875 632 1,004 24'-0" (288") I PRESTRESSED N/A 125 .»»428_._- iBi_ ----203 _ 256 _ .__321 _ 344 ...472.. 431 ..608" 501 ---752----------- -- --.884 _ LATERAL E -8X8 E -8X8 P -8X8 ADDED #5's P -8X2, -OG I P -8X20 -1G P -8X24 -OG P -8X24 -1G P -8X28 -OG I P -8X28 -1G 11N/A 382 N/A ;NJA 365 N/A N/A i 312 N/A N/A 267 N/A N/A 228 N/A NA 219 N/A N/A 198 N/A U DRISCOLL ENGINEERING, INC Post Office Box 357577 Gainesville, Florida 32635-7577 Phone: (352) 331.-1513 Fax: (352) 333-6996 EB#8690 A TN1rI14 LTNTFI_ GRAVITY 8 INCFf RECESS LINTEL UPLIFT LENGTH TYPE E -8X6 RDH -P-RDH -RDH-2U I P -8X10 -RDH -21.1 I P -8X14 -RDH -2U I P -8X18- 3'-8" E -8X8 P-8x$-aG P -8X8_16 P -$X12 -OG P -8X12 -1G p -8x16 -DG P -8X16 -1G P -8X2, -OG I P -8X20 -1G P -8X24 -OG P -8X24 -1G P -8X28 -OG I P -8X28 -1G P -8x32 -OG P -8X32_16 LENGTH TYPE P-BX28-iii P -8X28 -2U TYPE E -8X8 P -8X6 -RDH P-8XID-RDH-1G 4-RbH-1G 5 P P-806-FtbIi-1G 12f292 2-10 ' " I (34"} PRECAST 2,887 __._31$93 _-- 71319 __. ..__7 91777_.._ ___10 ._.12,724___ »_.14L§77 »» .»»171130___ .__1`315$2.__ �3'-6" 4'-4" ' (52") PRECAST 4 219 557 005 12,457 14,910 17 363 19,815 10 777 __ -Ip 8...... (42") PRECAST 2,080 .__ 1197 _._ 41351 ........ "`� 5,797____,___ ?1129»..- ___ s14s7________ 918p5»..» _»»11,142_»» ' 9 751 4'-6" (54") PRECAST 2 175 4 579 6,9B3 8,721 10 438 12,155 13,873 4'-0" ' ! (48") PRECAST 1,717 1 136 ---- -1_____--- 3 058 ,_____1,_______ 3 976 ____j._____ ------ 4 895 5 813 6,731 , _ _ 7L§_12._ 51419 .- ___ ..____ _ 6 959 9,453 1 187 3 259 5 220 7 114 $ 515 9 916 11,317 4'-6" (54") PRECAST 1,460 ---- 965 580 ------------------ 974 ---------------.. _.1458 »._ G................ 21773 --------____ 1623...........4,1,473....« 3 177 ..... 51045..... �6 488 7 780 8,962 1,008 2,349 4 004 5,660 7 188 8 371 9,553 5'-4" (64") PRECAST 1,166 ---- 822----- ----11191»_..,,_._2161 __- --- X1985_ .»._.. 51350---_.... 6L646_.......71559.... 1204 31651 6'4" (80") PRECAST 857 1,226 2,7 9 4114 5 479 6,B44 7,877 V-10" (70") PRECAST 11040 733 1,061 21228__.- -------- 3,238.._...._:9'1 $._......5&321_.......61051____ 978" 11318 1 973 7' -D" (84") PRECAST 764 L092 2,143 3,3 4,563 5,772 6,982 6141 ' (78") PRECAST 907 692 -------------- 982 -------------- 1 275 -»__-1-------- 2 572 -----1--_----- 3 666 ...._1.__.._..._....1..._..... 4,759 5 853 2 765 I (90") PRECAST 720 1 010 1,582 2,676 3,770 4,863 5,957 T-6" ' (90") PRECAST 760 582 -._.__»_...... 824 ,._- __ . _.._ 1 068 ,_ __.1________ 1 694 _____c ..... 2,602 .----_-_____......___1___---__.____.,___-__-_ 3 509 4 417 __---1,545__-__ 2,49S 4+049 605 847 11092 1,780 2,99Y 3,595 4,503 -8' -6" (102") PRECAST 702 _« 502 »_ `522 - 711 » `730 _» 920 _ "940` _ 11131 -- `1 ---11846 _ "1920' -- 21621-- _-- 31397 _ 900 1,D81 1,596 2 259 1,127 1,127 1,085 151 2,695 3,471 -- 9 4" i (112") PRECAST 582 ,..._451 637 825 11013 _-- -_--11703._....__ 21057---- --- 21749__._ (90"} I468 634 r _ 624_ _ - » 951 655 843 1031 1,221 2J23 2,814 " 10'-6" (126") PRECAST 506 394 -----------»-- .-- 557 ------------ ,-----721 885 i 049 .»»....1.».»..__ 1 215 ........ 2 046 :._,»-......_» 4 259 5 376 410 573 736 900 1,065 1503 2103 11'-4° (136") PRECAST 461 411 ___426 ,_. 563 __»»877 _.»_.. 714 867 ._"- ----- 11020____.___ _.`8811034 ].1174 ........ 545`--"-`»` 913-`-` 1,483 2,266_ 729__» 4,184 1,188 1 773 12'-0" (144") PRECAST 431 411 _»._____..._._ ,_._._ 563 .... 714 .............. 867 .............. 1,020 .__.____..-._.- 11174 .-» »-,.. ___ 667 667 468 426 577 729 881 1,034 1,188 1,773 13'-4" (160") PRECAST 340 386 527 670 812 955 ___.__- U-----___ 1 244---- •672 738 904 968 _ __..i------ 1 198 -11 .......... 1429 399 541 683 826 969 1 113 1 258 14'-0" (168") PRECAST 285 343 -__355 _ _ 469 _--_481`_- 595 _-_-607"_ 722_____ _-__734 849 `_._861._». ........................... .. 595 303 12'-0" (144") PRECAST 355 503 527 717 906 988 1116 1 4' 8" {176") PRECAST 239 ._ 325 -- _--_444 .- -- 564 _ -575 -_ 684. -695` _, 804 __ `815 __ 324 ....... 11045 _ -1,056 ` 1,116, 1 321 1,527 1,734 337 456 13'-4•" (160") 935 238 15-4"(184") 440 .___ --------- 640 PRECAST 202 309 320 422 433 536 547 649 660 J 763 774 877 888 1 992 1,003 8 INCFf RECESS LINTEL UPLIFT LENGTH TYPE E -8X6 RDH -P-RDH -RDH-2U I P -8X10 -RDH -21.1 I P -8X14 -RDH -2U I P -8X18- 3'-8" (44") PRECAST 2,027 988 ------- _._. 3 045 _ _ _ __4,297 " _ _ 5 665 _ ` 665- --- 8 365 ____81365 .. 10 354 .` 10`34 " .- 12 X92 13 954 P-BX28-iii P -8X28 -2U TYPE E -8X8 P -8X6 -RDH P-8XID-RDH-1G 4-RbH-1G 5 P P-806-FtbIi-1G 12f292 13'954»»« (48") PRECAST 1,799 881 z 411 ...........144607_--_. » J _-_-8$1 3,403 4,607 ____- 5,980 .._.._..._9107 6,980 ...........10�s12 9,107 .......... 10,812 12,240-_«- 12,240 4'-4" ' (52") PRECAST 1,619 796 __. _798_.._ 1 962 2704.,__...... 3 780 ,,760, -- 5 727 ._ _5 89,7...........8�a14__- 7 503 9 278 6s4___. ---- 9654 10 777 __ -Ip 8...... ------8,910 10,507 ---- �---12,104 q' 0" 760 1 785 1,445 .... 854 854` 3,058 .._ "3 259........... 4 ..__3,517 ___ 4239` ?,833__..,_ ' 9 751 4'-6" (54") PRECAST 1,542 760 2,409, _34431_.._» 3,431 __..__'!19$ 5 440 ..-__618D8 ...........8,418_...- 7,448 9,165 10 ,332 _ 5'-8" {68"} PRECAST 1100$ __ . _ --_ 599 ___ _ ___ 11038 ._ __ ____.......__ __ 1,507 __ ___ ____ .. ..« ...___ _ _ �- 21965 -- - 31876 _-_ ._ ..__ ___ _. 4,786 .. 51419 .- ___ ..____ _ 6 959 9,453 4' 6" 599 1,273 1 507 3 324 4,85K 6,392 7,649 51-1011 (70") PRECAST 941 580 ------------------ 974 ---------------.. _.1458 »._ G................ 21773 --------____ 1623...........4,1,473....« 3 177 ..... 51045..... �6 488 7 780 8,962 3,743 580 1,231 1,458 3,088---. 4,565 6 042 7 242 _ ------- ••••- -5473____ ...___6,730`_"` 51-1011 �- 733 142$4_ 21055 21679 1204 31651 6'4" (80") PRECAST 214 .- .517 517 __-- 1,083 --- .. 1,284 .. 2 210 ----------- 3,506 ........... 4,801 ------ 5,820 _517 3,958 3 031 3031 5,168 4 088 ` fi 377 5146_»»»._ 1 079 491 664 1 217 524` 978" 11318 1 973 7' -D" (84") PRECAST 195 491 1 026 1 217 1,563 3,110 4 328 5 268 2 683 ___.....�............ 3 675 ......... ..»»»...... ma ............ 1,436 457 580 1 130 1 452 - 2 079 2 561 -__.-._.._ 2 765 71..611 (90") PRECAST 171 ----------------- 457 -----------------•-------t--_----._ 1 951. '1,130 ......_i_._------ 1452 -------1----------•------ 12,600 3,7 .---.._t.___----- 4 557 _ 9'-$" , (116") PRECAST 113 358 ____ __ __ _____._. 358 _...370 _____..______ 594 810__ ____ 872 9fi9 _-_-___f.________ 1 122 1,254 _-_________ _____._______________ 1.371 1,538 _I 1 619 __---1,545__-__ 2,49S 19 INCH L114TEL G RAVITY -AINCH E -8X6 -RDH _P_8X6-RDH-OG -1G Pw$X10:RDH-0G 8X14�RpH-OG �-8,,,-RDH-1GIP-8Xl8 P -8X18 -RDH -OG P-8X22-Rl7H-OG -8X22 -RDH -1G P -8X26 -RDH -OG P -8X30 -RDH -OG P -8X20 -1U ------------ P -8X20 -2U P -8X24 -1U ................... P -8X24 -2U P-BX28-iii P -8X28 -2U TYPE E -8X8 P -8X6 -RDH P-8XID-RDH-1G 4-RbH-1G LENGTH P P-806-FtbIi-1G ly-"00-RDH-IG W 967 34898_____, 4,483.___-- 6S4 2'-10" (34") PRECAST 3'-8" (44") PRECAST 1,631; ------- - ----4,078 ___ »__5,195 ___--_5,654----__ 7,313 ------8,910 10,507 ---- �---12,104 q' 0" (48") PRECAST 1,445 .... 854 854` 3,058 .._ "3 259........... 4 ..__3,517 ___ 4239` ?,833__..,_ ,435 ___ _ ___ 4,435_----------7 -6 200" 3 572__..__,,............. __ 51354 ___ `7 1-15- »----61272 ---- 9 216` 5,051_..___..__ --- 71190 -- 10,616 5,791__.__. 4'-1" (52") PRECAST 11294-------764 -_»�» 764` .2463 » ..- ...... _...... -» 41895_.. 8,206 __ 10,059-- --121141_- --141223 _ ».161305 _ 2,525 2,525 2,619 3,492 5,238 6 959 9,453 4' 6" (54") PRECAST 1,229 726 2228....._ ._.... 2,563_...__ ---...3x732______ 1901 ____ . .__ `1x571 ____- , ____5240 ------ ____726 PRECAST 2,13$ -_ is?'f'___,_, 34404_-- 726 2 349 3 177 4 832 �6 488 7 780 8,962 3,743 68" PRECAST 908 582 1 134 1 700 2 958_ 4 215 ------- ••••- -5473____ ...___6,730`_"` 51-1011 �- (70") PRECAST 875... » 562 ` 409 ----12 - _ _--- 1 538 24748 ---- ----- _2 ` 3 ----- 958____ _ 55 - _.____419 ---- 686 -----31---- 6 8 t _ $a PRECAST 740 562 524 _ ` 1092__--. 978 ` i 588_.---- 1 120 `1120` 748 1 973_ ` 3,958 3 031 3031 5,168 4 088 ` fi 377 5146_»»»._ 1 079 2,410 4,419 6,427 524` 978" 11318 1 973 4 088 5,1446 7' -0" , 84" ( ) PRECAST ' 696 494 _________...«_.._.._ 921 ___................. i 054 ...___..__�.._..________ 1,691 _ 2 683 ___.....�............ 3 675 ......... ..»»»...... ma ............ 1,436 1 494 921 1 054 1 691 Y 2 683 3 675 4 667 7'-6" i 90" ( ) PRECAST 639 ----- 455 ---- ----- 847 ---- - -_-- 969 __ ---- 1,215 ----1,215 .. » 2 234 »___-2234..__ 3,142 _----3,142 _.._ .»»_ 12 »»» -- 2,332-_- -- 31810 __ ,..:�i889 _, _._51739 -- 455- 8... 47 969 1,411 4+049 9'-8" (116") PRECAST 336 338 _.._679_..___.._ 719 900_ I ---11081...........__11596__.__.._.....21259...._. ti 6-6" 78" ( } PRECAST 1,027 338 629 1 719 900 1,D81 1,596 2 259 -AINCH UPLIFT I LATERAL LINTEL E-8X8 P -8X8 -1U ------_.----- P -8X8 -2U P -8X12 -1U ------------- P -8X12 -2U P -8X16 -1U ------------- P -8X16 2U P -8X20 -1U ------------ P -8X20 -2U P -8X24 -1U ................... P -8X24 -2U P-BX28-iii P -8X28 -2U P -8X32 -1U ------------ P -8X32 -2U E -8X8 P -8X8 ADDED #5's LENGTH TYPE W 2'-10" (34") PRECAST 31533 __4,074 __ 81223___...11,335._ ._14,294._ _.171253_- --221212-- --23,171_ 23171 3,487 3,487 10,396 4 074--- 8,203 11 335 14 294 17,253 20 212 T-6" (42") PRECAST 2,571 _-1-,94»-- -» 41895_.. ».71747___ __ 10,059-- --121141_- --141223 _ ».161305 _ 2,525 2,525 5,451 11944, 4,845 7,747 10,059 12,141 14,223 16,31 (48") PRECAST 2,13$ -_ is?'f'___,_, 34404_-- -- 5,777_._ _- $1150 _ ___91943 _. __ 14648 _ ._ 1153 _ 2,092 2,092 3,743 1,256 3,404 5 777 8,150 9,943 111648 13,353 4'-6" (54") PRECAST 1,832 -» 14079--- __ 21410-__ __ 4,419_._ _JL 42............... 8 426 .» __.91871 __ _1113x5 _ 1,642 1,642 2,727 1 079 2,410 4,419 6,427 8,426 9,671 11318 q 5'-4" (6411) PRECAST 1,481 - -- 899 - - -�� f {368_..__ 31x9«__ .__ 4,6%1-_ ,_ 6,256 ...... 7A 109 .. » _81161 __ 1,436 1,436 1,763 899- 1,455 3 009 4 671 6 334 7,996. 9,379 _ 5 -10 „ (70 11) PRECAST 11330 -__' 808 11232_-- -- 2,332-_- -- 31810 __ ,..:�i889 _, _._51739 -- ---fi1589-- 1,285 1,285 1,411 808_.__.__ 1,308 2,332 3,810 5,287 6,764 8,242 ti 6-6" 78" ( } PRECAST 1,027 734___ --734"» 1,115 __ .._ 11491___ _. 31038 -- -- 3,808 __ 41470 __ -»5.715 51131 __ _.; 1,127 1,127 1,085 1 2-21 1604 3 038 4 376 054 %'"6" (90"} PRECAST 634 r _ 624_ _ - » 951 1tz75 "1 --2 025 2,774 __ __ 3255 »_ _._31736 »_ X51 951 773 624 1 042_. 367_. 3 1"42 4 259 5 376 8 -6 „ (102) PRECAST 427 _- 545 833 1418___ `"1,197 _. 11401_-- -- 21129 __ _ 21498 _. _. 21867-- 823 823 579 545`--"-`»` 913-`-` 1,483 2,266_ 3 225 4,184 - _ 9'- }" (112") PRECAST 323 495 ------_-___» 756 ._._____.__-.._ __x4,1 __. 1t274 ___1,'31 __ .__7� MtL_ 21370_ 667 667 468 495 829 1 088 1347 1,607 2,568 3,427 •10'-6" (126") PRECAST 230 440 _._-________.__.-6..._....____________ 440 •672 738 904 968 _ __..i------ 1 198 -11 .......... 1429 593 ..1---- -- 1,661 ---1 884-- 2,606--- 606 512 512 359 111-411 1'1' " -4 136" ( ) PRECAST 376 _ 421 -` 421 584 _________..._.794.... 747 794 962 1,004 -- _... 1,179 ..... __ .... 1396 11 24 ,. .___ 1,614 116'33 .. 2,221 595 595 303 12'-0" (144") PRECAST 318 503 527 717 906 11095_..._11284._ __.i1`47L_ 510 512 267 503 707 911 1,116, 1 321 1,527 1,734 13'-4•" (160") PRECAST 238 360 --____ _-------- 360 440 .___ --------- 640 598755 -------- 825 ------------ 1,011 - ___912_......11272__ 1,197 1,383 ... 121L. 1,570 361 361 212 168" PRECAST 210 344 344 406 612 551 789 ...697_._» 967 842 1,144 987 1,132-3 -- 11132 1,501 309 309 191 14' 8" (176") PRECAST 187 3.. .- 329-. 378 -. 567""" ___ 512____ 757 646 .__927-- 781 -'1"097 ` _ 915 `-1 268 _ _ 11050 "`1440 265 265 173 15`4" �__ (184') PRECAST 168 316 -----.------------ 316 353 564 478 ---- -.»___ 727 603 .... ---- ............. 891 729 _.._ 1,055 854 _.__85 ---- 1,219 979 ------.._--- 1384 230 229 157 A R C H I T E C TS Design roup G,„�. 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU131DIV. 8e LCAT: TUSCA PLACE NORTH LOT X45 P3t0JEC:T# 1665.054 MODEL - "1802" C;ARACM SWING: LEFT PAGE: LINTEL SCHEDULE (PRO -CRETE) ARCHITECT: STATE OF FLORIDA CANTWELL 1012079 DA - 12,/17,/10 SCALE: 1/4"=1'-0" SHEET 1B.2�1� W W 4 A Q Z d q u A � ti SU131DIV. 8e LCAT: TUSCA PLACE NORTH LOT X45 P3t0JEC:T# 1665.054 MODEL - "1802" C;ARACM SWING: LEFT PAGE: LINTEL SCHEDULE (PRO -CRETE) ARCHITECT: STATE OF FLORIDA CANTWELL 1012079 DA - 12,/17,/10 SCALE: 1/4"=1'-0" SHEET 1B.2�1� d) d) �V lu 23-5H 25 -SH PATIO S0a8 S.G.D. 25 -SH WINDOW SIZE AND TYPE ZONE 110 MPH WIND REMARKS r_ KITCHEN 00 a' -a" CLG. I O - I I I - I I I ------------ NOOK a' -a" CLG. I OWNERS I I 1 SUITE I I I ---------------L I � I II II 0 N. ------ 00 cLAU GREAT ROOM 8'-8" CLG. OPT. BDRM 04 SHOWN ----------- i II � II G ROOM -L I� BDRM. 3 W -S" CLG. o ° 0. BATH ° FOYER O a 1 II t ono ` a i ----- 110 0 L-----� � BATH 2 -CAR GAR. ENTRY 8'-8" CLG. H 5'-8" CLG, BDRM. 2 8'-8" CLG. --------------_- f 1(0'-0" X '1'-01, O.H. I -------------------- - - - - - - - - - - - - - - - - - - - I 25 -SH 25 -SH EGRESS EGRESS `----------------------� WIND LOAD CALCULATIONll r-- ------------------ (2) ---------- `"(2) 25-5H EGRESS ELEVATION ca� COMPONENT AND CLADDINA WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND MOTS CALL # SQUARE FOOTAQE WINDOW SIZE AND TYPE ZONE 110 MPH WIND REMARKS 120 MPH WIND 1 a0 30(08 DR 2O.a / -22.6 24.1 / -26,9 2 112 16'-0 X "1'-0 GARAGE DR. 5 18.3 / -22.4 21.8 / -261 3 17 25 -SH EGRESS 5 21.1 /-28.0 25.0 / -3-3.1 4 1-1 25-5H EGRE55 4 21.1 / -22.9 25.1 / -21.3 5 10 23 -SH 4 21.8/ -23.0 25.9/ -28.1 1� 25-5N 4 21.1 / -22.9 w 25.1 / -27.3 is w 19 a'-oll X (,'-a" 5. G. D. 4 20.9 -22.1 24.5/-21.0 a 11 25-6H 5 21.1 / -28.0 25.®/-33.1 9 17 25-5H 5 21.1 /-25.0 25.0 / -33.1 10 24 35 -SH 4 20•x' / -22.4 24.5 / -26.1 11 1� 25 -SH EGRESS 4 21.1 25.1 / -213 12 17 25-5N EGRESS 5 21.1 /-25.0 6l 25.0 / -33.1 13 17 25 -SH EGRE55 5 21.1 /-25.0 25.0/ -33.1 14 94 (2) 25 -SH EGRESS 4 20.2 / -22.0 24.0 / -2(0.2 WHEN CALCULATING WIND 1=RESSURES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 200"1 ALLOWS THE PRESSURES TO BE AVERAGED WHEN THE OPENING IS 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 = B MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED BUILDING 1('-�, 2'-4" 11'-4" 2'-4° ZONE 5 p = +21.8 / -26.55 ZONE 4 p = +21.8/-24.0 PERCENTAGE OF AREAWITHIN ZONE 4: A+=11.33 1 16=031 e PERCENTAGE OF .AREA WITHIN ZONE 5: .A,s=4.66-16=0.291 AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21.E (0.9) + 21.8 (0.10) = 19.62 + 2.18 21.E psf AVERAGE NEGATIVE PRESSURE ON GARAGE. DOOR: p = -24.0 (031) + - 26.55(0.29) = -17.05 + (.7,7) = .24.75 psf AVERAGE GARAGE DOOR PRESSURE: p = 21.8 1-24 A A R C H I T E C T S Design G r� U P Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 sunDIv. & Lo -T: 2010 DISCOVERY SERIES PRDJRCT# 1665.054 AI4DEL: "1892" GFARAGER sWING: LEFT PACK: WIND LOAD CALCULATIONS ARCHITECT JAMEOCANTINELL NO 12079 PRI DA 12 16 10 SCALE: 1/4"=1"- 0" SHB'ET 1 C O Fl 6 7w 7 > w w w is w C-04 � a A O � A 0 U � � 6l 4 � m sunDIv. & Lo -T: 2010 DISCOVERY SERIES PRDJRCT# 1665.054 AI4DEL: "1892" GFARAGER sWING: LEFT PACK: WIND LOAD CALCULATIONS ARCHITECT JAMEOCANTINELL NO 12079 PRI DA 12 16 10 SCALE: 1/4"=1"- 0" SHB'ET 1 C O Fl 6 .R m m I Lu 14" TOP 5'-'I" 1 _01 I 19' -SII —J — — — — — — 3 -SH 1'-8" 10'-011 .A - - _._.. �.- - - - 1 I _ /T II 67� L IR -15H SL/ OPT. 5E)RM #4 SHOWt,4 LLI- - - - - - - - - - - OWNERS I j 1 SUITE I z V-5" CLG. I W.I.C. j N m (v BUILT-DOUN TRAY I V-8" CLG. (CARPET) (CARPET) I - I II DINING II ROOM I II 1 -m I I I I II 5'-5" CLG. LI� (CARPET) Al� m 2'-411 -S" -3" 21-41 `1 _ 5 cA 1 cv I r --,r ELLIPSE OPT I I OPT I -1 8" FROM CLG W. I I D• I m TO CENTER L--JL--J wC.2-0-��' -� ,� LAUN _ BDRM�3 m i� CLfS. a -S CLC. 2' _011 (TILE) (CARPET) �I_VII ' 1o 3I -S1 6I_ II7 I -$II I -m1 0 0. BATH 1 a' -a' CLG. FOYER X (TILE)I II ,t m ` .r a (TILE) G IPA. 4 - 0 5F. ` o ° MT Qu - ml 2' STEEL cA 20 MIN. U _� Ul IGONP.� WN.O LARD O w I I `� ° ° C,_2„ 31_41 ATTIC, I `o oto cA 1-m LAV. WC -D tu �AGGESS — J 17l _ BATH o cs) (TILE) 1 2-0 51-. IR- ISH 10'-2" 2 -CAR GAR. 5'-5" CLG. 3-5H 4-0 BF. — 31-10111,21-611 I, -1'-01 ------ � BDRM..2 4X5 BM. (CARPET) HEADER ® -----.._._...------ HB ](01-01 11-01, EGRESS EGRESS '-oll 1KJ'' '-0" l` 2'-011 fP /_ 'Y 1_ 411 1_/7111 !G� f!I 201-011 / '-a" 13'-411 401-011 FLOOR PLAN 0 EXTERIOR MASONRY WALL SRG. HEIGHTS 1111111111111 5sZG. 12/17/10 11'-a" SQ.FT. CALCv9S ag'-101 L IYING GARAGE ENTRY 1590 409 2& 5Q. r -T. 50.1=T. SQ, FT, 11 K/ TOTAL PATIO OPT. COV. PATIO 2325 40 165 5Q.1=T. 5Q. FT. 50. FT. II PATIO 101 _011x4'-0" H13 w I 1 23 -SH 25 -SH I S¢�ro8 S.G.P. I 25-6H U w w AcTIvE ----- --J L--- ------------ o - KITCHEN II NOOK 010 L,� 8(T LE) G. z I I cA 8'-S" C, LG. Z I cn I I (TILE) 0 U 3 I �► I � Z GREAT ROOM � U 1 @ I I a' -a" GLG. UWAALL UW/ (CARPET) I Lu 14" TOP 5'-'I" 1 _01 I 19' -SII —J — — — — — — 3 -SH 1'-8" 10'-011 .A - - _._.. �.- - - - 1 I _ /T II 67� L IR -15H SL/ OPT. 5E)RM #4 SHOWt,4 LLI- - - - - - - - - - - OWNERS I j 1 SUITE I z V-5" CLG. I W.I.C. j N m (v BUILT-DOUN TRAY I V-8" CLG. (CARPET) (CARPET) I - I II DINING II ROOM I II 1 -m I I I I II 5'-5" CLG. LI� (CARPET) Al� m 2'-411 -S" -3" 21-41 `1 _ 5 cA 1 cv I r --,r ELLIPSE OPT I I OPT I -1 8" FROM CLG W. I I D• I m TO CENTER L--JL--J wC.2-0-��' -� ,� LAUN _ BDRM�3 m i� CLfS. a -S CLC. 2' _011 (TILE) (CARPET) �I_VII ' 1o 3I -S1 6I_ II7 I -$II I -m1 0 0. BATH 1 a' -a' CLG. FOYER X (TILE)I II ,t m ` .r a (TILE) G IPA. 4 - 0 5F. ` o ° MT Qu - ml 2' STEEL cA 20 MIN. U _� Ul IGONP.� WN.O LARD O w I I `� ° ° C,_2„ 31_41 ATTIC, I `o oto cA 1-m LAV. WC -D tu �AGGESS — J 17l _ BATH o cs) (TILE) 1 2-0 51-. IR- ISH 10'-2" 2 -CAR GAR. 5'-5" CLG. 3-5H 4-0 BF. — 31-10111,21-611 I, -1'-01 ------ � BDRM..2 4X5 BM. (CARPET) HEADER ® -----.._._...------ HB ](01-01 11-01, EGRESS EGRESS '-oll 1KJ'' '-0" l` 2'-011 fP /_ 'Y 1_ 411 1_/7111 !G� f!I 201-011 / '-a" 13'-411 401-011 FLOOR PLAN 0 EXTERIOR MASONRY WALL SRG. HEIGHTS 1111111111111 5sZG. �.--------------------- f 1 I ---- - - - - - - - - - (ox(o POSTS I I I j CUV. I PATIO 14'-0" x 12'-0" I I I I I 12 55 -,4 H --------------------------' (: �)CUV]E]��ED PAT'�U 101_011 101 I I COVERED I PATIO si..s w IIIIIIC] IC]11111 �-------------------- (2) -------------- —(2) 25 -SH EGRESS -------------------- T-1 --------------------T-1 11T 71111 T A T 111- ,', N T 99 rA 99 ■ ARCH I T E C TS Design Grou p inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesign t p.com AA #: 0003325 12/17/10 SQ.FT. CALCv9S SHEET L IYING GARAGE ENTRY 1590 409 2& 5Q. r -T. 50.1=T. SQ, FT, 6 TOTAL PATIO OPT. COV. PATIO 2325 40 165 5Q.1=T. 5Q. FT. 50. FT. �.--------------------- f 1 I ---- - - - - - - - - - (ox(o POSTS I I I j CUV. I PATIO 14'-0" x 12'-0" I I I I I 12 55 -,4 H --------------------------' (: �)CUV]E]��ED PAT'�U 101_011 101 I I COVERED I PATIO si..s w IIIIIIC] IC]11111 �-------------------- (2) -------------- —(2) 25 -SH EGRESS -------------------- T-1 --------------------T-1 11T 71111 T A T 111- ,', N T 99 rA 99 ■ ARCH I T E C TS Design Grou p inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesign t p.com AA #: 0003325 8LT8DIV. de LAT: TUSCA PLACE NORTH LUT X45 PROJECT# 1865.054 UOnIL: "1892" GARAGE SWING: LEFT PAGE: FLOOR PLAN ARCHITECT: STATE OF FLORIDA DA 12/17/10 13CALE: 1/4"=1'-O" SHEET 2 orl 6 W w U w w o 0 Z � U q � 8LT8DIV. de LAT: TUSCA PLACE NORTH LUT X45 PROJECT# 1865.054 UOnIL: "1892" GARAGE SWING: LEFT PAGE: FLOOR PLAN ARCHITECT: STATE OF FLORIDA DA 12/17/10 13CALE: 1/4"=1'-O" SHEET 2 orl 6 AREA OF ATTIC = 2590 SQ. FT. NET FREEE VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 2590/300 = 5.&3 SQ. FT. = 1243.2 SQ. IN, MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 X 1243.2 (o21.& (5ALANCE TO BE PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 SQ, IN, PER VENT TOTAL * OF VENTS REQUIRED = (G�) TOTAL * OF VENTS PROVIDED = (�) v C -T 7 PATIO J)CxaOV. PATIO -4 1/2" O.A. HGT., L - RAISED OR SCORED SAND (COMMUNITY SPECIFIC), TYP. 0'-0" FIN. FLR. rL _ FRONT. TEXTURED FINISH 5 OFF RIDGE VENT OFF RIDGE VENT REAR TEXTURED FINISH UUINDODU STYLE DETERMINED PER COMMUNITY T. 4" RA16ED OR SCORED BAND (COMMUNITY SPECIFIC), TYP. 14'><&V DECORATIVE APPLIED 5-IUTTERS ..--- ro" RAISED OR SCORED 5AND (COMMUNITY SPECIFIC), TYP. LV -0" FIN. FLR. 01LB, -S" f3RG. HGT. 1-011 �0'-0" FIN. FLR. A R C H I T E C TS 1441 N. HUNALU HLAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w Lu Q � O � Q q U A � SUBDIV. as LOT: TUSCA PLACE NORTH LCAT X45 PROJECT# 1665.054 MODEL• "1892" GARAGE SWING: LEFT PAGE: FRONT & PEAR ELEVATIONS >' A" [ARCHITECT STATE OF FLORLDA DAT : 12 Z 17//l0 SCALE: 1/4"=1'-0'3 829 ET � A oPI f 6' AREA OF ATTIC = 2590 5Q. FT. NET FREES VENTILATION : 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 2590/300 12 5.63 5Q. FT. 5 OFF RIDGE VENT OFF RIDGE VENT 1243.2 SQ. IN. '"~•� MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 X 1243.2 I = 621.6 (BALANCE TO IBE PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 8'-S" 5RG. NGT. — lw 8'-5" 5RG. HGT. TOTAL * OF VENTS REQUIRED = (6) TOTAL * OF VENTS PROVIDED = (6) -�' RAISED OR SCORED 5AND5 (DETERMINED PER COMMUNITY), TYP. 2 _0 0 0'-0" FIN. FLR.j. `'` 0'-0" FIN. FLR LEFT ELEVATION TEXTURED FINISH12 OL V-5' 5RG. HGT. I oLo'-0" FIN. FLR. �g�COV. PORCH LEFT SIM. m'-0" FIN. FLR. J TCOV. P LEFT 51M. S'-5" BRG. HCaT.,L "&9ik>A OFF RIDGE VENT OFF RIDGE VENT DI Rl HT ELEVATION TEXTURED FINISH l 5'-5" 5RG. HGT. 2'-4" I 0'-0" FIN. FLR. A R C H I T E C T S Design oPfG rou p ,nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 a j s SUIDDIV. & LOT: TUSCA PLACE NORTH LOT X45 PROJECT# 1005.054 MODEL: "1892" GAARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATIONS » A" ARCHITECT: STATE OF FLORIDA JAME,% CANTWELL R NO 12079 DRAVE: 1 17 10 SCALL :1/4"=1'-0" SHEET 4 Aolpl W w Q O � u h A � � a j s SUIDDIV. & LOT: TUSCA PLACE NORTH LOT X45 PROJECT# 1005.054 MODEL: "1892" GAARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATIONS » A" ARCHITECT: STATE OF FLORIDA JAME,% CANTWELL R NO 12079 DRAVE: 1 17 10 SCALL :1/4"=1'-0" SHEET 4 Aolpl HEADER SPAN CHART I �W I CONNECTOR SCHEDULE SINGLE SIMPSON SIZE DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) 10d x 1 1/2 1 -PLY/ (b) I&d 2 -PLY Z (2) META -I6 1985 !10) IoId x 1 1/2 I -PLY Q1900 I X (14) III 2 -PLY Q HETA-I6 1812+ (9) 10d x 1 1/2 1 -PLY/ (8) 16d 2 -PLY I -ETA -20 1810 (9) 10d x 1 1/2 1 -PLY/ (8) 16d 2 -PLY TAPCONS C9 f2) HETA-20 2035 2500 (10)10d x 1 1/2 1 -PLY (12) Ibd 2 -PLY —P2 — = MGT + 3965 (1) 5/8' AT,R. IN HIGH STR9=NrTH EPDXY (MIR 12- EM33ED), (22) 10d TO WOOD PER FLANGE) H0T-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD HGT-3 + 101530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (III 10d TO WOOD LTAI 1420 (12) Imd x I-1/2" P2 _I VGT 4940 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD (2)AT(2-F1-YI9-KY) '118b/8890 (2) +/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) 805 1/4" X 3' TO WOOD R7 MTS -12 1000 (14) 10d x 1 1/2 NTS -16 1150 (16) 10d x 1 1/2 _ HT5-20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 925 (10) 100 R4 LSTA-18 ++ 1235 (14) 10d V) MSTA-1B ++ 13115 (14) 10d CL META -24 ++ 1640 (18) lod M MSTA-36 ++ 2050 (26) 10d �j MSTI-36 meo (56) 10d x 1 W MSTI-48 5065 (48) 10d x 1 1/2 R2 146 350 (6) E+d TO PLATES, (8) 5d t0 STUDS SP4 885 (6) 10d x 1 1/2' TO S'T'UDS A33 150 (4) 10d TO BEAM (4) 10d TO POST. HCP2 6415 (6) 10d x 1-1/2' 1410 395 (16) 8d x 1-1/2 ASU 44 2200 666E5 (1)!'5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (12) lbd TO WOOD Lr) ASU (M 2300 12000 (1) E5/9' A.T.R. IN HIGH STRMT14 EPDXY, IMIN. 1' EMBED-) IN GONG, (12)lbd TO WOOD � LTTI9 +++ 1340 (1)3/4" AA.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN GONG, (8A0d TO WOOD = LM015 +++ 1625 (1)1/2' AMR. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (2) 1501-T TO WOO (•,) Z 3610 HT74 4235 (1)15/8" A.T.R. IN HIGH STREWATH EPDXY, (MIN. 7' EMBED.) IN CC -No. (18) 10d x 1 1/1" TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (18) Ibd x 2 la' TO WOOD 4550 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) 10d x 1 1/2" TO WOOD HTT5 4610 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC. (26) 10d TO WOOD 15mo (1) 5/8 A.T.R. IN HIGHFOXY, D. CONC. (26) I&d x 2 1121 To WOOD HHDQII-SAS 2.5+ 11445( . IN HIGH STRENGTH EPDXY, (MIN 10' EMBED-) IN CONCA ., (24)SOS ' x 2V WOOD — SCREWS �] HDI 6400 (1) -1/8' AI IN HIGH STRENGTH EPDXY. (MIN. 1" EMBED.) IN CONC. (3A, sTup poI TO WOOD MSHA 356/11?5 3419 15330 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. (9.15" EMBEDMENT) IN C.M.U. FACE, (18)10d TO BEAM (A Li HUSC412 (WOOD) 3240 2810 (FLOP (10) 16d TO HEADER, (10) Ibd TO WOOD 3140 (PROOF) 0 HUC4I0 (CMU) 1810 5085 18-114'x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, (10) 10d TO WOOD Z a z q U HIGH STRmTH EPDXY . SIMPSON "I EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CM.U.'WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 25 REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR 71415 APPLICATION PRIOR TO INSTALLATION. 1/•1 N +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5OND5EAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7' 0 Z A.T.R. - A-301 ALL THREAD ROCS (SIZE PROTECTION TYPE LENGTH ETC. VARIES) BECAUSE OF 744E WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIpUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2009' 'HIGW WIND -RESISTANT CONSTRUCTION C-HW015-R', T-ANCHORSPECO1, AND ANCHORING a FASTENING SYSTEMS FOR CONCRETE a MASONRY CATALOG C-2009. HEADER SPAN CHART 2x12 5M TO 2X12 5M .2X12 5M TO &X& POST I (OX& POST (2) MSTA-24 III —_ _ — — — — — PGE1 _ — — — (2) MSTA-24 PAST TO 5LA5 I P2 I PAST TO 5LA5 A5U-66 I = I I I �W I 5'-0" TO SINGLE STOR�' ,41= L ICATION SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DE51_ 2 x ro x 8 x 10 x 12 UP TO 5'-4' 5'-4" TO '11-011 1'-0' TO 10"-0" I0'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS HUC410 W/ x i w SIZE I X CLEAR SPAN DBL 2 D5L 2 DBL 2 PBL 2 x & x a x 10 x 12 UP TO 5'-0" 5'-011 TO (O'-4" 6'-4" TO W-011 V -m" AND OVER 2x12 5M TO 2X12 5M .2X12 5M TO &X& POST I (OX& POST (2) MSTA-24 III —_ _ — — — — — PGE1 _ — — — (2) MSTA-24 PAST TO 5LA5 I P2 I PAST TO 5LA5 A5U-66 I = I I � W I MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) I �W I 5'-0" TO P2 U.N.O. mI VIII 4'-11 1/2° 11-111121, AND UP HUC410 W/ x i w I �r III I X HUC410 W/ 18-1/4"X2 3/4 3 0 I 15-114"X2 3/4 TAPCONS C9 1 — — —P2 — = I TAPCONS (S PER FLANGE) I I PER FLANGE) I– I – P2 _I U R-1 R7 I W _ _ R4 T— R4 R2 R2 � W I MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO 5'-071 U.N.O. mI VIII 4'-11 1/2° 11-111121, AND UP NUMBER OF HEADER STUDS I �r III SUPPORTING ENID OF HEADER 1 2 3 NUMBER OF FULL LENGTH 5TUD5 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO 5E MANUFACTURED E3►' S1Mf='50N STRONG -TIE OR EIQUAL, U.N.O. 2. TYPICAL HURRICANE STRAP='S ARE AS FOLLOWS, U.N.O: * TRU55 TO MASONRY/CONCRETE SHALL 5E META -16 * FLOOR J015T TO MA50NRY/CONCRETE SHALL 5E HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL 5E MT5-12 3.TRU55 TO TRUSS CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND 5UPPL IED 5Y TRUSS MANUFACTUR'ER. 4. REFER TO TRU55 1`° 1ANUFACTURER'5 SIGNED AND 5EALE1) DRAWING5 FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER 5TUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN (o. MIN. 2X4 HIP CUT 5LOCIGING SECURED 111/3-1106 GUN NAILS OR 3-126 HAND DRIVES 6 EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 A5 PER APA REQUIREMENTS. II I I III -' 2X4X4' SECURE TO TRUSS W/ 3-126 &"-S" O.C. MAX TYP, 2X4 SECURE TO 2X4 RLK W/2-126 SECURE TO 5LK W/ META -I& 2'-0" EXTENSION Ga)_ 'X12 BM TO --,� a><& P05T 2) MSTA-24 COST TO 5LA5 ABU - 01 I HLIC410 W/ IS -1/4"X2 3/4' TAPCONS OB PER FLANGE) 2X12 5M sp — — mI VIII Q II X I �r III < l -- — — — — — — — - 2x12 BM TO 6X(o POST (2) MSTA-24 POST TO SLAB ABU -II }-14UC-410 W/ 118-1/4"X2 3/4" TAPCONS (9 PER FLANGE) 2 a^ Cil CJ3 CJ5 CJ3 Cil U U A R C H IT E C TS Design Group,„�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & L02%. TUSCA PLACE NORTH LOT #45 PROJECT# 1665.054 MODEL: "1592” GARAGE SWING: LEFT PAGE: FRAMING PLAN ELEVATION >, A�) ARCHITECT - STATE OF FLORIDA .m CANTWELL 1012079 �57D AT 12/177 10 COVERED PATIO C �'3HNNT IdFl '06 ACCU—SPAN 12/15/10 w U W d Uz~ �] O q U h � Q SUBDIV. & L02%. TUSCA PLACE NORTH LOT #45 PROJECT# 1665.054 MODEL: "1592” GARAGE SWING: LEFT PAGE: FRAMING PLAN ELEVATION >, A�) ARCHITECT - STATE OF FLORIDA .m CANTWELL 1012079 �57D AT 12/177 10 COVERED PATIO C �'3HNNT IdFl '06 ACCU—SPAN 12/15/10 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES SHEET 125v OUTLET 20 OMP SINGLE POLE 1882 SQFT GENERAL LIGHTING 33 VA PER SQFT 11(Av OUTLET 2 20 AMP APPLIANCE CIRCUIT AT 1600 VA EA. 3000 1 I/2 OF OUTLET 1600 1 110V OUTLET WIREC7 t0 1 WATER HEATER 4500 SWITCH DISHWASHER 1200 1 EQUIPED WITH 6000 GFI IIOV OUTLET GROUND FAULT ctahNpER TANT 1 MICROWAVE 1600 4 WIRE REF. 1200 220V OUTLET CONNECTION WP EXTERIOR T GPI WATERPROOF NTTEURRUPTERND TOTAL NET GENERAL LOAD OUTLET 4 (, SWITCH 2.6 TON HEAT PUMP#2 21 AMPx 240 VA= SWITCH 3 -WAY OPER. 4 SWITCH 4 -WAY OPER. KW ELECTRIC HEAT AT 135% WALL NET GENERAL LOAD MOUNTED NET TOTAL HEAT LIGHT TOTAL LOAD CEILING LIGHT CALCULATED LOAD FOR SERVICE 33861 VA/240 V 141 AMP 150 AMP SERVICE PRo°� `o) VP LIGHT r RECESSED � q CAN VENT. FAN 1 CFM PER SQ. FT. VENT. FAN 1 CFM PER W/LIGHT SQ. FT. 2' LIGHT STRIP 4' LIGHT STRIP W RECESSED FLUORESCENT 2-5UL15 WRAP LIGHT AROUND i= _ � 2' FLuol-�ScENt 4' FLUORESCi°NT AGK LIGHT p PANEL Eiiiim METER SMOKE BATT. BACK-UP (; �.,=.Jj.P. DETECTOR RDWIRE W/ H TER- BATT. BACK-UP MOUNTED W1 HARDWIRE S D. TE INTER- DETECTOR CONNECTED D BATT. BACK-UP CARBON W1 HARDWIRE ( } MONOXIDE/INTER- CONNECTED SMOKE DETECTOR SHALL 15E A COM50 DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT 4 NATURAL GAS OUTLET TELEPHONE JACK WATER HEAT. DISCONNECT AIR. CONE). A/C DISCONNECT Tv. TELEVISION JACK CEILING 15ux REQUIRED TO BE SUPPOR'T'ED J O J -BOX IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSP CTION CEILING FAN/LIGHT REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD PUSH- FOR pp BUTTON CHIMES No7ES; * LOCATION OF TV JACKS 8 PHONE OUTLETS 4 FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI 6 ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXAU5T FAN TO HAVE MIN. CAPACITY OF 50 Cr -M INTERMITTENTA=15C 2001RE61DENTIAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL BE NON METALLIC CABLE AS N.E.C. 200.5 ARTICLE 300.(15) (2) * ALL RECEPTACLES TO BE TAMPER- RE515TANT TYPE CONDI METER FIELD VERIFY LOC. / ----------- f _ I I j PATIO I 1 WP \ GFI GFI GFI — _—--.------ n uu KITCHEN z N � I � PRE -WIRED / CLG FAN a� NOOK \ rf� 4LL GREAT O M OPT. BDRM 04 SHOWN W.I.C. / I \ PRE -WIRED CLG FAN \ � L OWNERS -- SUITE . S.D. DINING ROOM — — — — — — — I II I OPT II OPT I BDRM. 3 L W�JL p_J l LAUN. =00 •- / ! ®r-_ PCLG FLAN D it Q. BATH I // / U I I/ If TI wH. 44",4.F.F. FOYERit F-----� 2" STEEL L J PIPE WALL MOUNTED— BOLLARD LIGHT W/SWITCH GFI IN ATTIC / V0 ul IRRIGATION / / I 1 GFI OUTLET Q 4$" A:F.F. W z KEYLESS I D BATH J FIXTURE l i ! BDRM. 2 GFI 2 -OAR GAR. ENTRY OUTLET I PRE -WIRED I CLG FAN I -------------------- OPT. ` - -- — — — — — — — - OPT. COACH COACH L IGHTS LIGHTS ELE'U"'TRIC"AL "i'011110►1 NOTE: ALL BRANCH CIRCUITS IN THE BEDROOMS ARE TO BE PROTECTED BY AN ARC -FAULT INTERRUPTER LISTED TO PROVIDE PROTECTION OF ENTIRE BRANCH CIRCUIT KITCHEN SINK W/ AUTO VENT 2", 'R r�--------------------------\I I I I ---------------- I I I I I I I I CEILING MTD. I LIGHT TO BE INSTALLED, PROVIDE J -BC FOR OPT. FAN I I ! I I I / I l - 1 --------------- --------(j)' COVERED PATIO NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 01 CU, 1 01(o CU GNP 2'' CONDUIT OR l 0 ,4fiI �' � L= � CT ICA le) PROVIDE 3 *2/0 AL, 1 04 AL GNP IN 2'' CONDUIT. . NOT TO SCALE. GENERAL NOTE5: COM3INATION SERVICE 150 AMP A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL DISCONNECT SWITCH AND 120/240 VOLT COMPLY WITH APPLICABLE PROVISIONS OF THE: 2005 ELECTRIC METER IN 1 PHASE NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL NEMA 3R ENCLOSURE MLDM POWER COMPANY REQUIREMENTS. PANEL B. ALL CONDUCTORS SHALL SE TYPE THHN/THWN UNLESS NOTED OTHERWISE. 15OA/21= MC5 POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY- ELECTRICAL ECONDARYELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 50 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2'' DIA SCHEDULE 50 PVC CONDUIT UNLE65 SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE 5ERVICE ENTRANCE EQUIPMENT INTER5Y5TEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 0 GABLE TELEVISION SERVICE ENTRANCE EOU IPMENT 1 *(o CU SERVICE GROUND CONNECTED TO CONCRETE ENC,46ED FOOTER STEEL PER NEC 2008 250.52(3). 5/0" DIA X 5 FT LONG COPPER CLAD GROUND ROD A R C H I T E C T S Design group Inc. 1441 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE*D2) HOUSE PLAN: 1892 MODEL SCALE: 1/4"=1'-O" SHEET LOAD INFORMATION VA 1882 SQFT GENERAL LIGHTING 33 VA PER SQFT 6878 2 20 AMP APPLIANCE CIRCUIT AT 1600 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1600 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 6000 1 DISPOSAL 1600 1 MICROWAVE 1600 1 REF. 1200 SUBTOTAL OF GENERAL LOAD 38078 FIRST 10 KVA OF GENERAL LOAD AT 100% 10,000 REMAINDER OF GENERAL LOAD AT 40% 28078 VA x .4 10431 TOTAL NET GENERAL LOAD 20431 4 TON HEAT PUMP#1 28 AMPx 240 VA= 8720 2.6 TON HEAT PUMP#2 21 AMPx 240 VA= --- 10 KW ELECTRIC HEAT AT 867. 6600 6 KW ELECTRIC HEAT AT 135% --- NET GENERAL LOAD 20,431 NET TOTAL HEAT 13220 TOTAL LOAD 33661 CALCULATED LOAD FOR SERVICE 33861 VA/240 V 141 AMP 150 AMP SERVICE NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 01 CU, 1 01(o CU GNP 2'' CONDUIT OR l 0 ,4fiI �' � L= � CT ICA le) PROVIDE 3 *2/0 AL, 1 04 AL GNP IN 2'' CONDUIT. . NOT TO SCALE. GENERAL NOTE5: COM3INATION SERVICE 150 AMP A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL DISCONNECT SWITCH AND 120/240 VOLT COMPLY WITH APPLICABLE PROVISIONS OF THE: 2005 ELECTRIC METER IN 1 PHASE NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL NEMA 3R ENCLOSURE MLDM POWER COMPANY REQUIREMENTS. PANEL B. ALL CONDUCTORS SHALL SE TYPE THHN/THWN UNLESS NOTED OTHERWISE. 15OA/21= MC5 POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY- ELECTRICAL ECONDARYELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 50 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2'' DIA SCHEDULE 50 PVC CONDUIT UNLE65 SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE 5ERVICE ENTRANCE EQUIPMENT INTER5Y5TEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 0 GABLE TELEVISION SERVICE ENTRANCE EOU IPMENT 1 *(o CU SERVICE GROUND CONNECTED TO CONCRETE ENC,46ED FOOTER STEEL PER NEC 2008 250.52(3). 5/0" DIA X 5 FT LONG COPPER CLAD GROUND ROD A R C H I T E C T S Design group Inc. 1441 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 S V BV_V. & LIVT: TUSCA PLACE NORTH LOT X45 PROJECT# 165.054 MODEL - "18J2" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA 1 7 2A ►NTWELL 12079 DATE: 1 177 10 SCALE: 1/4"=1'-O" SHEET UOFI w U o � q o U 4 � S V BV_V. & LIVT: TUSCA PLACE NORTH LOT X45 PROJECT# 165.054 MODEL - "18J2" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA 1 7 2A ►NTWELL 12079 DATE: 1 177 10 SCALE: 1/4"=1'-O" SHEET UOFI 11) •6 REBAR VERTICALLY W/ CONC. 12 17 10 SC : TEXTURED FINISH TEXTURED FINISH POUR CELL R-42 INSULATION �R-11 INSULATION MIN R-11 INSULATION MIN or STUDS Ib" O.C. MAX STUDS 16' O.G. MAX Z TEXTURED FINISH E 0. SECURE 5T_ PLATE t0 5LK W/ }" SECURE BT. PLATE t0 64AM W/ 1/2` GYP. WL. W. 1/2' GYP. WL. W. a' CMU J ANCHOR BOLT W/ 2' WASHER SET IN ANCHOR BOLT W/ 2' WASHER SET IN SECURE 5T. PLATE TO 5LAt3 W/ 10d WOOD BASE WOOD BASE ' 2SIMPSON in 1/2' GYP. WL. BD. HIGH STRENGTH EPDXY I' SIMPSON HIGH STRENGTH' EPDXY 1' CUT NAILS/ MASONRY NAIL * 32' P.C. —SECURE 5t. PLATE t0 5LK W/ �" SECURE 5T. PLATE TO BLK W/ " E a �- EMBED. MIN, w 32' OC MAX. EMBED. MIN. 32' OC MAX. MAX ANCHOR BOLT W/ 2' WASHER SET IN ANCHOR BOLT W/ ?' WASHER SET M WOOD SASE Q I 1' 81MPWN HIGH STRENGTH EPDXY 1 y 1 La 0SIMPSON EMBED MIEN. a 32" OC MAX.kY EMBED. MIN. s 32' Or, MAX. ° ° ° I° A + `, d. n _ a a 4 4'CONC., REINF. Wr b'xb' MO WWM OR4' FIBEWESH ON 6 -MIL POLY CONCy REMF. W/ 6'xb' M0 WWM OR FIBERMESH ON 6 -MIL POLY •. 4' CONGy REIN. w/ 6'xb' "10 wWM OR P115ERMEOW ON 6 -MIL POLY ° 4' CONGy REINF. W/ 6'xb' KI0 WWM OR NMERMESH ON b -MIL POLYPIBERMESH ip ° ' 4' CONG, REINF. W/ 6'x6' 010 WWM OR �0 4' CONIC, REINR W/ 6'x6' *10 041 OR ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE z,_ ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE 1t ETHYLENE VAPOR BARRIER ON WELL-GOMPACTED CLEAN TERMITE ETHYLENE VAPOR BARRIER ON ON b -MIL POLY ' °' ETHYLENE VAPOR BARRIER ON FIBERMESH ONI 6 -MIL POLY ETHYLENE VAPOR BARRIER ON 46-4- TREATED F1LL in TREATED FILL p �l TREATED FILL E WELL-COMPAGtED GLEAN TERMITE 0 TREATED FILL4' m WELL -COMPACTED CLEAN TERMITE TREATED FILL U�LL-COMPACTED CLEAN TERMITE P1LL g- 4, 4,II_0,, U 4, 8, 4,E � U ,}' 8' 4' 1 "(?)'n9 REBAR GN CHAIRS 1 -4 I -al (3) �Ya REBAR ON CHAIRS I'-4' (2) wS REBAR ON CHAIRS E " " 4 &4 �TREAtEI� (3) rb REBAR ON CHAIRS 41. (2) 65 REBAR ON CHAIRS (2) 05 RE5AR ON CHAIRS U 1' -4'1 -STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING 1 -STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING W BLOCK WALL 2AT L.B.W. W UPLIFT AT L. B. W. AT L,B.W, W NO -UPLIFT W FRAME WALL W FRAME WALL SCALE: 1/2'-1'-0" SCALE: I/2`.I'-0` ,_1" 1/2 -1 _® ,1_ 1SCALE: BGALE: I!2 ■1 0 SCALE: 1/2'-1'-0'--(1) 06 RE15AR VERTICALLY W/ CCNC. POUR CELL -- (1) 15 REBAR VERTICALLY W/ CONC. POUR CELL Ar,STUDS I6' O,C. MAX8' CMU 01 /10 UL OR FMINr. W/ b'xb' +NfA110 WWM OR FIBERMEBH ON 4" 5 1/1' rl HEAD OF GARAGE 5 I/1' *HEAD OF GARAGE g, CMU CURB HEIGHT VARIES F 6 -MIL POLY ETHYLENE VAPOR pp BARRIER ON WELL -COMPACTED 8" CLEAN TERMITE TREATED FILL VARIES WITH SLOPE SECURE 5T. PLATE TO SLAB W/ VARIES WITH SLOPE SECURE 5T. PLATE TO SLAB W/ }" -; � r I., N 4" CONC, RE INF. W/ 6'xb' 010 WWM OR r FIDERMESH ON 6 -MIL POLY (1) S REBAR ON CHAIRS df ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1` EXTENDED SLAG 11/2' CURS HEIGHT VARIES ay CURS HEIGHT VARIES ETHYLENE VAPOR BARRIER ON �p WELL -COMPACTED CLEAN TERMITE THICKEN EDGE EMBED. MIN. +� 32' OC MAX. EMBED. MIN. 0 32' OC MAX. 1/2' RECESS FOR SERVICE DR 0 TREATED FILL (�A) SCALE= Irl'=1'-0" 4, ., .. ° 4' CONGy REINF. w/ 6'x6' 010 WWM OR IY FIBERME8H ON 6 -MIL POLY ' r 4' GONG., REINF. W/ 6'x6' rl(d WWM OR FIBERMESH ON 6 -MIL POLY ° 4' CONC, REINF. W/ 6'x6' bra WWM OR ! FISERMESH ON 6 -MIL POLY oe a ° 4` CONC, REINF. W/ 6'xb' *10 WWM OR . (3) +� REBAR ON CHAIRS ap a 4 ' 4e 4 m 4 ETHYLENE VAPOR BARRIER ON X ETHYLENE VAPOR BARRIER ON +° 4 +' ETHYLENE VAPOR BARRIER ON ° F15ERME8H ON b -MIL POLY ° ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE ih 4' B' 4' 4' TREATED FILL WELL -COMPACTED CLEAN TERMITE 14' b' 6' 4` « WELL -COMPACTED GLEAN TERMITE TREATED FILL r ° WELL -COMPACTED CLEAN TERMITE 4' CONC, REINF. W/ 6'x6' •10 WWM OR F15ERMESH ON 6 -MIL POLY 11-4, `� TREATED FILL I 'a l2) 'Mb REBAR ON CHAIRSe Ix TREATED FILL 1 1 4 8 4' (2) 06 ON z F 1 " �4'd4' l2) +6 REBAR ON CHAIRS (3) r5 REBAR ON CHAIRS i REBAR CHAIRS F 4 6 b" 4" ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE m 1'-4' m iq in TREATED FILL GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP SLAB AT GARAGE 1 -STORY FOOTING 2 -STORY FOOTING r� NON-BEARING SCALE: 1/2"-1'-0" 1 -STORY L.B.W. A 2 -STORY L.B.W. SERVICE DOOR g AT GARAGE AT GARAGE SCALE: I/2' -I'-0' SCALE: 1/2,=11_0, SCALE- 1/2'-1'-0` SCALE: I/2'el'-0' A n_ 1_ 5CALE: (1) 45 RE5AR VERTICALLY W/ CONC. POUR CELL R-4.2 INSULATION TEXTURED FINISH a" CMU RECESS FOR d 1.-0. GARAGE DOOR it 1/2' GYP. WL 50 � � WOOD BASE GRADE 4' GONG., REIN_ W/ 6'x&'610 WWM OR ° FIBSRMESH ON 6 -MIL POLY ETHYLENE BARRIER ON 6" r RECESS FOR 5GS.D. TRACK w FINISH FLOOR 4' GONG., REINF. W/ 6"xb" "10 WWM OR FIBERMESH ON 6 -MIL POLY I'-0` ETHYLENE VAPOR BARRIER 4 ° + 4' CONC, c0 - 4 GONG, 14 NF. - I xb 10 UAUI 1 OR R I N , W1 POLY ° VAPOR W WELL -COMPACTED CLEAN TERMITE R ETHYLENE BARRIER WELL -COMPACTED CLEAN TERMITE [41.TREATED . 4; TREATED r' � d VAPOR ON °'4 wELL-COMPACTED CLEAN TERMITE � a, S, FILL � e a ° `e (1) 06 REBAR ON CHAIRS TREATED FILL 2'-0' 4" "S REBAR ON CHAIRS e '.a 4 0.4 4 (3) Oeo REBAR ON CHAIRS m a. ° g 4' a 4 a ' y 4 4 04 +e 2- STORY FOOTING CONCRETE PAD SLAB AT S. G. D. 1 0 SCALE: I'-,1.0' GARAGE DOOR FOOTING 11 SCALE: I/2" -I'-0" NOT USED 1 W BLOCK WALLSCALEs 1 NOT USED 14 SCALE. 1/2"■1'-®` CAULK AND SEAL —GAS LINE 1 i' Pvc SLEEVE FOR GAS LINE B' GMU GROUTED BOND BEAM POURED LINTEL CONT, (TYP.) 1/2' DRYWALL 'ra+• 8" CMU FILLED CELL ('R'PJ WOOD SASE 0'-0" FIN. FLR. TIE VERTICAL REBAR VARIES PER ELEY. ?X WALL PRAMING a ' , • a' r ••°+ a TO HORIZATIONAL REBAR W/ S' HOOK • ° TIE VERTICAL RE5AR l4)1�"k1' ANCHOR 50LT8 or (4)'X1" a °i + oorGROUTED °4 G °+ +, °+ BOND SEAM +4 70 HORI2.ATIONAL ��, REBAR W/ 9` HOOK J -BOLTS MIN. 6` EMBEDMENT W/ 2'X2'X1/8" •' WASHER AND NUT SPACED EVENLY FROM FLOOR TO Be:DND BEAM. SET IN JOINTS 4' e ' . d e VARIES PER ELEY. ...,:�. *' VARIES PER ELEV. PRIOR TO FILLINGS. !SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) a .. +.' E E e : •d.y GROUTED MOND SEAM m 6" PVC CHASE THRU FOOTING e+ ° EXT. /INT. FRAME WALL TO ,_STORY BLOCK WALL CONNECTION GAS LINE THRU BLOCK (2) 05 REBAR ON CHAIRS 2 -STORY 15 SCALE; 1/1'.1'_0' 16 SCALE: ,'=1'-0' (3) 03 RE5AR ON CHAIRS e a (1) o% REBAR VERTICALLY W/ CONC. POUR CELL a• +. R-42 INSULATION a' GMU 4' ' 1/2' GYP. WL. 5D. e WOOD BASE 4 .e °' 4' a4 4' CONC, REIN. W/ 6'xb' M0 WWM OR CLEANOUT REQUIRED d a' FOR INSPECTION iL CLEANOUT REQUIRED FOR INSPECTION FIBERME9H ON 6 -MIL POLY =k ° E R ETHYLENE VAPOR BARRIER ON z ' 4 z WELL -COMPACTED CLEAN TERMITE + d a d TREATED FILL 1 4 ; • . n (1) 06 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. I (2) w'S REBAR p I -STORY + 0'-!a' PIN. FLR. e 0'- 0' FIN. FLR. lb ° (3) "5 REBAR w 2 -STORY o (ll 43 VERT. DOWEL T� f 4. +'de df °, ' ° ' ° a '°' d' TIE VERTICAL REBAR ° ° ° ° 4 TIE VERTICAL REBAR e ° ° a d OUTSIDE REBAR TO BE LAPPED W/ SONO BEAM r(1 b" F'VG CHASE THRU FOOTINGS a d 4 °d ° TO HORIZATIDNAL .. ° � e . a .4 :- TO HOR17ATIONAL e •!' CONTINUOUS A e + (1) MS REBAR At CORNERS Wr 26' LAP MIN. - ° .L•'r 1 .4 o REBAR W/ B HOOK 4•• ' o REBAR W/ S" HOOK d•. ' ° �i� .+ ., a ° 4" CONC, REINF. W/ 6'xb" MO WWM OR n, .4 ., n 'i.� ° +a a q c d / e+' a Zif .,��. ,.�. a;� .. w:.� .. e .. ,♦ d'. FIBERMESH ON 6 -MIL POLY a d ° 1-STORY E F • ETHYLENE VAPOR BARRIER ON ° r +F WELL -COMPACTED CLEAN TERMITE ��[4'[ a a ,, iq V &" 4' (2) Ob RE5AR ON CHAIRS m mU TREATED FILL ° 4 11_4" 2 -STORY (3) N3 REBAR ON CHAIRS 2'-I' MIN. LAP PIPE THROUGH HORIZONTAL/VERTICAL TYP. RETROFIT FOR TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL REINFORCING AT A OMITTED DOWELS REBAR LAP AT FOOTINGC AT LINTEL CORNERS W BLOCK WALL REINFORCING BEARING CHANGE SCALE. 1/2'-1'-0" SCALE: IR'=I'-0' SCALE: I/1'-1'-0' SCALE- 1/2'-I'-0' E �+ ALL EX'TERI� R F'OO'7C']ER �`TIT, %TI ]H[ LA] ' S TO 13E MIN. 12" BET,O W UNDIS`FLTRB]CD SOIL A R C H I T E C T 4N Design Group,nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti 12 17 10 SC : 1/4"=l' -O" !SHEET DI or W b Ear Q O rUr�� vJ Z O � U h A SUBIDIV. & IAT: TUSCA PLACE NORTH LOT X45 PROJECT# 1005.054 MODIMU "1592" GARAGE :SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT STATE OF FLORIDA T5 it,2&11 IDA : 12 17 10 SC : 1/4"=l' -O" !SHEET DI or PANEL ANCHOR SEALANT Ill SEALANT 3/S11 -EXPANSION STRIP— FREE OF MORTAR PANEL ANCHOR 1/4" EXP. BOLT TUJO PER ANCHOR U1ALL FRAME SHOU)N HERE --� FOR ILLUSTRATIVE PURPOSE$ ONLY. UJALL FRAMING CAN BE CONCRETE, MASONRY, UJOOD STEEL OR ANY OTHER STRUCTURAL SURROUND L D PANEL ANCHOR STYLE CONSTRUCTION SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. SECURE 2x6 MIN. TO BLK W/ (2)Ya' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. ® — SIDES: 2X6 GARAGE DOOR BUCK W/ (3) ,�'XS" J -BOLTS 4' EMBEDMENT MIN. W/ 2 "X2'XYa WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. 1-2Xfo PT BLOCK 0 CENTER OF DOOR HEADER W/(U 1J'X8' J-50LTS 4" EMBEDMENT W/ 2'X2 "XY&' WASHER AND NUT Fal GARAGE DOOR BUCK ATTACHMENT SCALE: 8 NOT USED 0 no LINTEL PLATE 3/8" EXPANSION STRIP FREE OF MORTAR L INTEL --'"� SEALANT TO BE MIN. 1/2" DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS £LOCK NOTE. THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING Q EVERY OTHER IBED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS r GLASS BLOCK POSITION (2) 1-1/4" 5-4 HEX UJA5HER HEAD LUITH ANTI -CORROSIVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE �- TYPE S OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL RE INFORC ING �- MORTAR ASPHALT EMULSION 1-3/4" X 20 GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END W/(2)l2dGEA. UPRIGHT 2X4 SECURED TO GABLE ENG W/(2)12d f0"-8" O.G. GABLE BLOCKING TRUSS 2x4 BLOCKING m EA. RAFTER L-30 EA. RAFTER H2B EA. RAFTER 2x4 RAFTER 24' O.C. 2x4 FRAMING (TYP) FRAMED OVERHANG 4 N.T S. 2X4 DBL TOP PLATE 2x4 METAL STUD 24" O.C. 1/2" DRY WALL 2X4 16' Q.G. MAX 2X4 PT. 5T. PLATE 1/2' A.B W/ MIN. T' EMBEDMENT 2" DIA. WASHER 32' O.C. MAX O5 REBAR CONT. WOOD FRAME TO BLK. SCALE: 1/2"-1'-0' SPARK ARREST T-4 1/2' PER MANUFACTURER 1X2 PT, TOP OF BOX — DBL. TOP PLATE 2X4 STUD II II TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON O.S.113. SHEATHING OR �" CDX PLYWOOD PRE. ENG. TRUSS 1 A PLAN�1R WSCALE®' SIMPSON H-5 (MIN.) — 0 2X4 TO TRUSS PRE. ENG. TRUSS—� 61=4 OR H-5 TOP PLATE TO STUDS "-011 A6v. 10'-0" LEVEL TO ROOF 7R 2'-0' ABV. HIGHEST RIDGE WITHIN 10--0- SIMPSON H-5 (MIN.) 2X4 TO TRUSS 1 CHIMNEY DETAILS SCALE: 1/2"=1'-0' PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE "STUDS Q lb'O.C. MAX SIMPSON LSTA-12 a+ EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS a 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 51FECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPEC IFI CAT ION ) JACK STUD ASSEMBLY TO BE SECURED ONE PLY a A TIME. Y/ USE 12d NAILS, TWO WITHIN ' FROM EACH END E NO MORE THAN 12" O.C. STAGGERED 01=4 OR H5 0 TOP AND 50TTOM PLATES e EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND TYP. EXTERIOR WINDOW/ FLR. LINE. ()rJ DOOR OPENING WD FRAMED SCALE: WI -II -01 NAILING SCHl=—C )UI_E ROOF DIAPHRAGM USE 1/161 0.5$. OR I/2" CDX PLY WITH 08 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND e8 RING SHANK GUN NAILS AT K/' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS a 4' O.G. EXTERIOR SHEATHING USE 1/I6' 0.&15, OR 1/2" PLY WITH 05 RING SHANK GUN NAILS AT 6" O.C. AT PANEL SIDES AND #6 RING SHANK GUN NAILS 4" O.G. TOP d BOTTOM PANEL AND MS RING SHANK GUN NAILS AT 6' P.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. N,41L REQUIRES IENT6 SIZE HEAD LENGTH IPIA. TENSILE STIR 8d ROUNDIIODIFIED 11/8' .113 - 1"10000 OR T ROUGH OPENING UP TO W-0' 12+d ROUND,1'"IODIFIED 21/8" .128 110,000 O T TOP CORD BLOCKING AT 4' 4 O.C. MAX. IN FIRST 2 FRAMING " SPACES AT EACH END. -�-' z� PRECA$r !_ ROUGH OPENING UP TO W-0' 9' io T1 PIPAMCA$T BILL - TOP CORD BLOCKING AT 4' 4 O.C. MAX. IN FIRST 2 FRAMING " SPACES AT EACH END. -�-' z� SECURE 2x TO BLOCK W/ (2) J" TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. I J") WITHIN 8' OF EACH p END AND 18" O.C. MAX =' M SPACING. O.S.B. SHEATHING OR-� J' GPX PLYWOOD \"-2x4 BLOCKS "—CMU WALL 6 ARCH WINDOW FRAME rASECTION'� SCALE: 1/2'-1'-0' NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.B. t0 BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT OPENINGS *8 RING $HANK GUN NAIL$ 4' O.C. TOP E BOTTOM EDGE$ e 'O 1 e e w PRE �,- TRU* MT3- 'I/Ifo ° 2X4 STM. PLA' TCTRUMTS- TRUSS SS 2X4 DBL. TOP PLATE 2X4 STUD 16" O.G. 1/16' 05.5. W'A.15. W/ MIN. i' EMBEDMENT LOCATE (P'-5'FROM ENDS AND 32" O.C. MAX. TEXTURED FIN15H META -Ifo 8" CMU WALL KNEE WALL DETAIL TO BLOCK SGALE: I/2"-1'-0" 2X4X4' SECURE TO TRU55 W/ 3-126 (01-8' O.C. MAX TYP, 2X4 SECURE t0 2X4 BLK W/2 -12d - SECURE TO BLK W/ META -lb 2'-0" EXT: SCALE: 1/2"= I'-0' "8 RING SHANK GUN NAILS e+ 6' O.G. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) #S 2' DECK SCREWS 's O.C. MAX * EDGES 4 12' O.G. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND' THICKNESS OF SU5-FLOOR SHEATHING \ TYP. 3/4'T46; SUS -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRUSS--"�/�„ DBL. 2X TOP PLATE J`�✓%" 2X BLOCKING TOP OF 1/Ifo" 0.5.8. 2X STUDS 16" D.G. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2x4 a TOP 4 150TTOM CONT. HETA-16 SLK. WALL 4' Uj CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK, W/ 1/4" GAP FROM BLK. TO O.S.B. O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER Cr- O.S.B. TO PROVIDE CONT. NAIL PATTERN Q3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE t0 HORIZONTAL BLOCKING. ® SHEATHING a TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16?'FROM SHEET BELOW INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: A R C H ITEC T S Grousign LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Sul3mv. a� rrOT: TUSCA PLACE NORTH LCAT X45 PROJIECT# 1665.054 MODEL: "1892" GARAGE SWING: LEFT PAGE: MISC. DETAILS ARCHITECT - STATE OF FLORIDA DATA: 12/17/10 SCALM 1/4"-1'-0" SHEET D O1FIL NEI - � Q 0 CIO Z 0 q U ll q � Sul3mv. a� rrOT: TUSCA PLACE NORTH LCAT X45 PROJIECT# 1665.054 MODEL: "1892" GARAGE SWING: LEFT PAGE: MISC. DETAILS ARCHITECT - STATE OF FLORIDA DATA: 12/17/10 SCALM 1/4"-1'-0" SHEET D O1FIL FIBERGLASS SHINGLES2x4 BLOCKING BETWEEN 2x4 BLOCKING BETWEEN OVER 015 FELT PAPER ON FIBERGLASS 6HINGLE5 TRU55E5 AT FIRST TWO BAYS TRUSSES AT FIRST TWO BAYSOVER *'15 FELT P,4PER ON 4'-0" O.G. (AT 5HEATHING 1� 0.5-5. SHEATHING OR 4'-0" O.C. (AT SHEATHING 'r CDX PLYWOOD 5ECURED SEAMS) 0.5.5. 5HEATHING OR SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG GABLE TRU55 PER NAILING SCHEDULE PRE -ENG GABLE TRU55 P.T. 1x2 W/ MTL. DRIP EDGE 71 2x4 NAILER MTL. ORIF EDGE CONT. 2x4 RAT RUN SECURED W/ (2) FIBERGLASS SHINGLES 2x4 SUB -BAND CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND 126's Q EACH TRUSS OVER #15 FELT PAPER ON ALUM. SOFFIT W/ (2) 126'5 e EACH TRUSS TO BE INSTALLED e MID. POINT OF 1" 0.5.5. SHEATHING OR 1" 5TIFF5ACK AT ALL UPRIGHTS TO BE INSTALLED a MID. ALUM. 5OFFIT TRUSS SPAN, OR 10'-0" O.C. MAX. CDX PLYWOOD 5ECURED OVER 4'-10" HIGH (SEE POINT OF TRU55 5PAN, OR 5TIFF5ACK AT ALL SEE ENERGY CODE FORMS PER NAILING SCHEDULESEALED ENG. FOR 5IZE 4 10'-0" O.C. MAX. UPRIGHTS OVER 4'-10" FOR, INSULATION R-VALUE5. CONDITION.) HIGH (SEE SEALED ENG. ° GYPSUM BOARD OR° PRE -ENG TRU55 SEE ENERGY CODE FORMS 5EE ENERGY CODE FORMS FOR 5IZE 4 CONDITION.) HIGH STRENGTH CLG. FOR INSULATION R-VALUE5. 1� 0.5.B. 51-4EAT�IfNC OR FOR INSULATION R-VALUE5. � 0.5.3. SHEATHING OR �" BOARD MTL. DRIP EDGE CDX PLYWOOD. ATTACHED ° GYPSUM BOARD OR ;it CDX PLYWOOD. ATTACHED 2x4 NAILER a" GYPSUM BOARD OR " HIGH PER NAILING SCHEDULE ON HIGH STRENGTH CLG. PER NAILING SCHEDULE ON a 2x4 SUB -BAND STRENGTH CLG. BOARD SHEET D5 5014RD SHEET D5 2x4 e 24" O.C. ,e INTERIOR VENTED ALUM. SOFFIT GONG. FILLED LINTEL BLK/$" THICK 3' CDAT CEMENT .4 GONG. FILLED LINTEL BLK �' KNEE WALL W/ (U # REBAR CONTINUOUS PLASTER OVER GRADE W/ (1),05 REBAR CONTINUOUS /S THICK, 3 GOAT GEMENT CONC. FILLED LINTEL BLK PLASTER OVER GRADE "D" FELT PAPER BACK ?-4.2 BATT. INSUL. "D" FELT PAPER BACK EMBED, STRAP VERIFY W/ PRECAST LINTEL W/ C1)5 REBAR CONTINUOUS METAL LATH OVER METAL LATH OVER TRU55 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 A5 OR GRADE "D" FELT WINDOW ATTACHMENT A5 "THICK, 2 COAT CEMENT PER MANUFACTURES PAPER PER MANUFACTURES PAPER PER MANUFACTURES PLASTER APPLIED SPECIFICATIONS WEEP SCREED SPECIFICATIONS WEEP 5GREED SPECIFICATIONS DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) PRECA5T SILL (I) 1"5 REBAR VERTICALLY 5ECURE GABLE TO 2x(o P.T. (1) 5 REBAR VERTICALLY SECURE GABLE TO 2x(o P.T. REBAR VERTICALLY r-- W/ CONC. POUR CELL PLATE W/ 126's 6" O.C. MAX ---- W/ CONC. POUR CELL PLATE W/ 126's S" O.C. MAX W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO 1x2 P.T. FURRING STRIPS O.C. 1(011 O.C. 1&" O.C. BLK W/ �"x9" ANCHOR BOLT W/ �' LK W/ �' x9" ,ANCHOR BOLT W/ �' 2" WASHER SET IN SIMPSON 2" WASHER SET IN 5IMP50N .-- S" CMU ._._---------- S" CMU 8" CMU NIGH STRENGTH EPDXY -1" NIGH 5TRENGTH EPDXY i" 1/2 GYP. WL. BD. EMBED. MIN. e 32" OG MAX. 1/2 GYP. WL. BD. EMBED. MIN. � 32" OG MAX. 1/2 GYP. WL. BD. WOOD BASE jg IM ._---�--- WOOD BASE WOOD BASE a�"THICK, 2 COAT CEMENT Qy 4 2"THICK, 2 COAT CEMENT �a PLASTER APPLIED PLASTER ADPL IED I .a 50N a DIRECTLY TO MASONRY A. a a 4 DIRECTLY TO MASONRY q 4 4 d 8' A 4 ° d �* 4i 0 4 1- STORY GABLE 1- STORY 1 -STORY GABLE W/ VAULT CLG. B LQ C K WALL B LQ C WALL BLOCK WALL SCALE: 5CALE: K 3/4" =1' -0" SCALE: 3/4"=I' -0'l 2X4: ® 2X4: ® 2X4: SECURE to BLOCK W/ SECURE TO I^3L.00K W/ 3if6' SECURE TO BLOCK W/Y4" TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SWANK 5IZE .145 (MIN. SWANK SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD 5IZE 300 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4") WITHIN S" OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4 IS' O.G. MAX SPACING. 18" O.C. MAX SPACING. 1S' O.C. MAX SPACING. 8, CMU 2X4a: ® 2xb: ® 2xb: CM )6' DRYWALL SECURE TO BLOCK W/2 -3i%" NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/a-3/(e.' SECURE TO BLOCK W/1-1/4' NOTE: STRUCTURAL 2X MUST 1'X4" OR V>12" P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCON5 OR DRIVE PIN BE ON OUTSIDE 4 SECURED (MIN. SWANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SWANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NOMI STRUCTURAL 1x4 P.T. OR /�'X4" MIN. SECURE MIN. +BEAD SIZE .300 3(,b' TAPCON MIN. I -Y4" MIN. HEAD SIZE 320 THROUGH NON-STRUCTURAL MIN. HEAD SIZE .300 EM EDMEN MIN. I B THRU FRAME 4 EXTEND 1 Y4' MIN. EMBEDMENT I Y4') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4") W6' TAPCON MIN. 1Y4' MIN. EMBEDMENT I Y4') EMBEDMENT INTO BLOCK. INTO BLOCK W/ 3/%' TAPCONS WITHIN S' OF EACH END 4 a, GMU WITHIN S, OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN S' OF EACH END 4 -I/1(0" 0.5.5. OR j„ GDX OR DRIVE PIN 1S' O.C. MAX SPACING. IS" O.C. MAX SPACING. 18' O.C. MAX SPACING. S,CMU 2 (MIN. SHANK SIZE .145 �' DRYWALL 8' CMU )�' DRYWALL MIN. HEAD SIZE .300 2X8: ® 2X8: ® 2X8: TYvEK BU ILD ING WRAP 3 , 1"X4" OR I"xa" P.T. NAILER 3 , I' DRYWALL SECURE TO BLOCK W/1 -I/4" I'X4' OR 1'x2' P.T. NAILER MIN. EMBEDMENT 1-Y4 SECURE t0 BLOCK W/2-/(� SECURE t0 BLOCK W/2-,(�, , , , , WITHIN 8, OF EACH END 4 18, TAPCONS OR DRIVE PIN Wb' O.S.B. X 4' MIN. TAPCONS OR DRIVE PIN 1X4 OR I X2 P.T. NAILER TAPCONS OR DRIVE PIN Wib' O.S$. X 4' MIN. PAPER 5ACK O.C. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SWANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING GALV'D MTL. LATH DOOR CASING MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4") MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW �� DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER WITHIN S' OF EACH END 4 ATTACH TO 2X PER WITHIN S' OF EACH END 4 ATTACH TO 2X PER ![�-I/S TEXTURED ATTACH TO 2X PER 15' O.C. MAX SPACING. MANUFACTURES DETAILS. IS" O.G. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. FINISH 'w WOOD MANUFACTURES DETAILS. WOOD WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") CONSTRUCTION ?f 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" - WINDOW TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +1-15/16" WINDOW TO BLOCK +3" ('! WINDOW TO BLOCK +3-7/16 N I'-0" `- SCALE: I' • I'-0' E SCALE: V - V-0' SCALE: a a 2X4: ® 2X4: ® 2X4: ® 2X4: CM a GMU SECURE TO BLOCK W/ 3/f6' SECURE TO BLOCK W/ 3%&" SECURE TO BLOCK W/ SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1/2" -TEXTURED (MIN. SWANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SWANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 FINIS�-I 'a) MASONRY MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT I Y4') 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 BE ON OUTSIDE 4 SECURED WITHIN S OF EACH END 4 18' O.C. MAX SPACING. 15, O.C. MAX SPACING. IS" O.C. MAX SPACING. THROUGH O.C. TRUGTURAL IS' O.C. MAX SPACING. 2X(+: ® 2X&: ® 2X6: ® 3/fb' TAPCON MIN, IY4' 2X6: CM SECURE TO BLOCK W/2-%' SECURE TO BLOCK W/2-)fs' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-3/fb" EMBEDMENT INTO BLOCK. SECURE to BLOCK W/1-1/4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCON5 OR DRIVE PIN 8' CMU TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST SCREED vv1 ��1t (MIN. SHANK SIZE .145 (MIN. SWANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SWANK SIZE .145 (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED WEEP rJ C R E J� MIN. HEAD SIZE .300 MIN. HEAD SIZE .300 3/fe.' TAPGON MIN. 1Y4" MIN. HEAD 5IZE 300 h' DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. EMBEDMENT I Yd") MIN. EMBEDMENT 1 Y4") EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4') i'X4' OR I'X2, P.T. NAILER MIN. EMBEDMENT I Y4') 3.f�" TAPCON MIN. I -Y4" WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK. WOOD nr DETAIL � N Q Q D TO 18' O.C. MAX SPACING. IS' O.C. MAX SPACING. 8 CMU IS" O.C. MAX SPACING. 2ND 2X SECURE TO 18" O.C. MAX SPACINGS. , S" CMU DRYWALL STRUCTURAL MEM3ER W/(2)12d 8 CMU BLOCK CONNECTION T 2X8: ® )' DRYWALL 2X5: ® 1"X4' OR 1"X2" P.T. NAILER 2X5: ® WITHIN a' OF EACH END 4 6' 2XC ET Ya" DRYWALL -�I�`il SECURE t0 BLOCK W/2-�(�," , SECURE t0 BLOCK W/2 -31(x, , SECURE t0 BLOCK W/2 -3`i(6" SECURE to BLOCK W/1-1/4 , , , , 1 X4 OR I X2 P.T. NAILEROS O.G. MAX 1X4 OR I X2 P.T. NAILER TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN I P.T.PtX 4 MIN. TAPCONS OR DRIVE PIN TAPCON$ OR DRIVE PIN SCALE: 1 1/2"=V-011 (MIN. SWANK SIZE .145 DOOR CASINGS (MIN. SWANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 1' P.T. X 4" MIN. MIN. HEAD SIZE 300 ATTACH t0 2x PER MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW ATTACH TO 2X PER DOOR JAMB OR WINDOW ATTACH TO 2X PER DOOR JAMB OR WINDOW DOOR CASINGMIN. EMBEDMENT I Y4") MIN. 'EMBEDMENT 1 Y4') MIN. EMBI=DMENT 1 Y4') MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN S' OF EACH END 4 1S' O.C. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. IS" O.C. MAX SPACING. MANUFACTURES DETAILS. 1S' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM A3 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4' DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +1-1/2" D WINDOW TO BLOCK +2 1/4" �+ WINDOW TO BLOCK +3 H WINDOW TO BLOCK +3 3/4" SCALE: I' ■ I'-2+" SCALE: I"= I' -(a" SCALE: I I'-0' SCALE., V - V-0' A R C H IT E C TS soft 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i SVBDIV. & LOT: TUSCA PLACE NORTH LOT X45 1PROJZCT# 1665.054 MODEL: "1892" GEA MAGE SWINGE: LEFT PAGE: MONOLITHIC 1- STORY WALL SECTIONS & NOTES ARCHITECT: STATE OF FLORIDA GtC 1 iPA I IDAT*: 12 17 10 SCALB:: 1/4"=1'-0" SHEET w D 3 agl 6 UJ �t n � p q U A � i SVBDIV. & LOT: TUSCA PLACE NORTH LOT X45 1PROJZCT# 1665.054 MODEL: "1892" GEA MAGE SWINGE: LEFT PAGE: MONOLITHIC 1- STORY WALL SECTIONS & NOTES ARCHITECT: STATE OF FLORIDA GtC 1 iPA I IDAT*: 12 17 10 SCALB:: 1/4"=1'-0" SHEET D 3 agl 6 I, e,M .rtn,�. , �.. �,K .,�,�.�...�._,....,.._,.m..._.._._...,.......»....,� ...._.._.. i r I FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 015 FELT PAPER ON OVER II15 FELT PAPER ON 2x4 BLOCKING BETWEEN 2" O.S.B. SHEATHING OR i" i/16" O.S.B. SHEATHING OR i" TRUSSES AT FIRST TWO eA"'5 CDX PLYWOOD SECURED CDX PLYWOOD SECURED 4'-0" O.C. (AT SHEATHING PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS) PRE -ENG TRUSS MTL. DRIP EDGE PRE -ENG GABLE TRUSS MTL. DRIP EDGE --' SEE ENERGY CODE FORMS 2x4 SUB -BAND CONT. 2x4 RAT RUN 5ECURED W/ (2) 12d'S Q EACH TRUSS FOR INSULATION R-VALUE5. ALUM. SOFFIT 2x4 SUS -BAND" GYPSUM BOARD OR STIFFBAGK AT ALL VENTED ALUM. HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" SOFFIT BOARD HIGH (SEE SEALED ENG. T HAT 0,T1P1i#= \i;=I;P[;= ' III/ FOR SIZE 4 CONDITION) TRUSS PLAN SECURE 2x4 PLATE TO WINDOW HEADER SIZE 3 FOR INSULATION R -VALUES. VARIES PER WINDOW WALL W/"x�" THRU-SOUS OPENING SEE 1--IE,4DER 32" O.C. MAX THEN $° GYPSUM BOARD OR 2° SPAN CHART FOR SECURE GABLE TO 2x4 HIGH STRENGTH CLG. DETAILS WINDOW ATTACHMENT AS PLATE W/ 12d'S 8" O.G. MAX PER MANUFACTURES OR SOARD O.S.B. SHEATHING OR SPECIFICATIONS GABLE TO D51 -DOUBLE TOP PLATE CDX PLYWOOD, TOP PLATE W! SIMPSON ATTACHED PER NAILING WINDOW SILL HTG4 Q 24" O.G. MAX SCHEDULE ON SHEET D. 5WINDOW ATTACHMENT AS 2x STUDS � I�" O.G. MAX W/ WINDOOW HEADER SIZE R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER �/5" THICK 3 COAT CEMENT OPENING SEE HEADER SPAN SPECIFICATIONS PLASTER OVER GRADE ° T 4 G SU5FLOOR GLUED CHART FOR DETAILS WINDOW SILL "D" FELT PAPER HACK AND NAILED A5 PER „ 1 METAL LATH OVER NAILING SCHEDULE �� 45.8. SHEATHING OR 2 2x STUDS 0 V, O.C. MAX W/ APPROVED 1 -LOUSE WRAP CDX PLYWOOD. R-11 BATT. INSUL. MIN. ATTACHED PER NAILING OR GRADE "D" FELT SCHEDULE ON SHEET 1-.)5 PAPER � PAPERf 4t 4 G SUBFLOOR GLUED NOTE: SHEATHING MUST �/5" THICK, 3 COAT CEMENT AND NAILED AS PER NOT 5REAK 1'-011 MIN. PLASTER OVER GRADE NAILING SCHEDULE FROM 2ND FLR LINE D FELT PAPER BACK PRE -ENG FLOOR TRUSS METAL LATH OVER 2x4 CONT. e TOP AND ( INSTALL PER MFG. SPECS.) APPROVED HOUSE WRAP 5T. OF FLR TRUSS (TOP,, OR GRADE "D" FELT 2x4 SUPPORTS 5T 5 GYPSUM BOARD OR 2 PAPER PLATE OF 2ND FLR, BT. HIGH STRENGTH CLG. 2x4 IS FOR WALL BOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRUSS SHEATHING NAILER) GONG. FILLED LINTEL BLK NOT BREAK 1'-O" MIN. (INSTALL PER MFG. SPECS.) W/ C 1) #5 RESAR CONTINUOUS FROM 2ND FLR LINE 4q GYPSUM BOARD OR WEEP SCREED HIGH STRENGTH CLG. (SEE DETAIL 2A) R-4.2 BATT. INSUL. 2x4 CONT. a TOP AND PRECAST LINTEL 5T. OF FLR TRUSS (TOP BOARD EMBED. STRAP VERIFY 2x4 SUPPORTS 5T GONG. FILLED LINTEL SLK W/ TRU55 PLAN _ WINDOW ATTACHMENT AS PLATE OF 2ND FLR, BT. W/ (1) 05 REBAR CONTINUOUS PER MANUFACTURES 2x4 IS FOR WALL SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL i"THICK, 2 GOAT CEMENT PRECAST SILL WINDOW ATTACHMENT AS PLASTER APPLIED '��(1) #5 REBAR VERTICALLY WEEP SCREED PER MANUFACTURER DIRECTLY TO MASONRY — W! CONC. POUR CELL (SEE DETAIL 2A) SPECIFICATIONS A R C H IT E C T S 'm000n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1x2 P.T. FURRING STRIPS _ ----- PRECAST SILL EM5ED. STRAP VERIFY SUBDIV. 8e LOT: 2—STORY 1� O.C. (1) 1'5 REBAR VERTICALLY FIRST FLOOR ;� all CMU W/ TRUSS PLAN W! GONG. POUR CELL TLTS C A PLACE BLOCK SECOND 1/2 GYP. WL. 5D�. THICK, 2 COAT CEMENT 1x2 P.T. FURRING STRIPS NORTH WOOD BASE PLASTER APf'L IED LOT #45 FLOOR R AM E D I RECTL`rTO MASONRY I NO all GMu PP.OJECT# 1 SCALE. 3/4°=1'-O" A 1/2" GYP. WL. 5D. 165.054 2—STORY GABLE WOOD BASE A b � FIRST FLOOR MODEL:�, 4 ° 1892 4 o a• q BLOCK SECOND ��'' � GAMAGE S ■. iHCa: FLOOR FRAME A ° LEFT 1A SCALE: 3!4" =1' -,a" ° ° . • . d PACE: 4 4 -� O.S.B. SHEATHING OR CDX MONOLITHIC 2x STUDS 1(o" O.C, MAX W/ PLYWOOD. ATTACHED PER 2—STORY R-11 BATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS 6 16" O.G. MAX W! -1/1(o" 0.5.5. OR i" CDX WALL " T 4 G 5U5FLOOR GLUED D5 R-11 BATT. INSUL. MIN. AND NAILED AS PER �°Tl-�IGK, 3 COAT GEMENT �� t � G 5U5FLOOR GLUED TYVEK BUILDING Wie,4 SECTION cl NAILING SCHEDULE PLASTER APDL IED TO METAL Y AND NAILED AS PER GALVF-) PAPER SATLLATH LATH OVER 2 LAYERS OF ; NAILING SCHEDULE ti. GRADE D BUILDING PAPER �/8" TEXTURED �OR PAPER BACKED LATH FIN15H 6 WOOD ARCHITECT: .R WOOD STATE OF FLORIDA OVER AN APPROVED HOUSE WEEP SGREED i CONSTRUCTION WRAP }} k`. RIM 50ARD ( INSTALL PER MFG. 5PEC5.) PRE -ENG TJ FLOOR TRU55 PRE -ENCS TJ FLOOR TRUSS S CMU C� (SEE DETAIL 2A) GYPSUM BOARD OR .A WEEP SGREED I" GYPSUM 5OARD OR 1/2" TEXTURED HIGH STRENGTH CLC. BOARD EMBED. STRAP VERIFY HIGH STRENGTH CLC. FINISH MASONRYJAMESNTWELL SIMPSON META -leo EMBED. W! TRUSS PLAN (PAD BOARD AR 12079 STRAP Q 32" D.C. MAX VERIFY WHERE NEEDED) CONC. FILLED LINTEL BLK W/ TRUSS PLAN ""THICK, 2 COAT CEMENT W! (1) 'k5 RE5AR CONTINUOUS PRINT DATE. V12117110 PLASTER APPLIED WEEP SCREED :SCALE: 1/4"=1'-0" DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/2 DETAIL CO O D TO SHEET PERPENDICULAR PRE—ENG FLOOR TRUSS 2 LOCK CONNECTION D 4 orl 6) SCALE: 3/4"=V-0" SCALE: 1 1/2"= I'-0" N1 w � D o -a � O � o q u 4 0 1x2 P.T. FURRING STRIPS _ ----- PRECAST SILL EM5ED. STRAP VERIFY SUBDIV. 8e LOT: 2—STORY 1� O.C. (1) 1'5 REBAR VERTICALLY FIRST FLOOR ;� all CMU W/ TRUSS PLAN W! GONG. POUR CELL TLTS C A PLACE BLOCK SECOND 1/2 GYP. WL. 5D�. THICK, 2 COAT CEMENT 1x2 P.T. FURRING STRIPS NORTH WOOD BASE PLASTER APf'L IED LOT #45 FLOOR R AM E D I RECTL`rTO MASONRY I NO all GMu PP.OJECT# 1 SCALE. 3/4°=1'-O" A 1/2" GYP. WL. 5D. 165.054 2—STORY GABLE WOOD BASE A b � FIRST FLOOR MODEL:�, 4 ° 1892 4 o a• q BLOCK SECOND ��'' � GAMAGE S ■. iHCa: FLOOR FRAME A ° LEFT 1A SCALE: 3!4" =1' -,a" ° ° . • . d PACE: 4 4 -� O.S.B. SHEATHING OR CDX MONOLITHIC 2x STUDS 1(o" O.C, MAX W/ PLYWOOD. ATTACHED PER 2—STORY R-11 BATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS 6 16" O.G. MAX W! -1/1(o" 0.5.5. OR i" CDX WALL " T 4 G 5U5FLOOR GLUED D5 R-11 BATT. INSUL. MIN. AND NAILED AS PER �°Tl-�IGK, 3 COAT GEMENT �� t � G 5U5FLOOR GLUED TYVEK BUILDING Wie,4 SECTION cl NAILING SCHEDULE PLASTER APDL IED TO METAL Y AND NAILED AS PER GALVF-) PAPER SATLLATH LATH OVER 2 LAYERS OF ; NAILING SCHEDULE ti. GRADE D BUILDING PAPER �/8" TEXTURED �OR PAPER BACKED LATH FIN15H 6 WOOD ARCHITECT: .R WOOD STATE OF FLORIDA OVER AN APPROVED HOUSE WEEP SGREED i CONSTRUCTION WRAP }} k`. RIM 50ARD ( INSTALL PER MFG. 5PEC5.) PRE -ENG TJ FLOOR TRU55 PRE -ENCS TJ FLOOR TRUSS S CMU C� (SEE DETAIL 2A) GYPSUM BOARD OR .A WEEP SGREED I" GYPSUM 5OARD OR 1/2" TEXTURED HIGH STRENGTH CLC. BOARD EMBED. STRAP VERIFY HIGH STRENGTH CLC. FINISH MASONRYJAMESNTWELL SIMPSON META -leo EMBED. W! TRUSS PLAN (PAD BOARD AR 12079 STRAP Q 32" D.C. MAX VERIFY WHERE NEEDED) CONC. FILLED LINTEL BLK W/ TRUSS PLAN ""THICK, 2 COAT CEMENT W! (1) 'k5 RE5AR CONTINUOUS PRINT DATE. V12117110 PLASTER APPLIED WEEP SCREED :SCALE: 1/4"=1'-0" DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/2 DETAIL CO O D TO SHEET PERPENDICULAR PRE—ENG FLOOR TRUSS 2 LOCK CONNECTION D 4 orl 6) SCALE: 3/4"=V-0" SCALE: 1 1/2"= I'-0" N1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER *115 FELT PAPER ON OVER 015 FELT PAPER ON 2x4 BLOCKING BETWEEN �r." O.S.B. SHEATHING OR 1" 1/16" 0.5.5. SHEATHING OR i" TRUSSES AT FIRST TWO 5AYS CDX PLYWOOD SECURED CDX PLYWOOD SECURED 4'-0" O.C. CAT SHEATHING PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS) PRE -ENG TRUSS MTL. DRIP EDGE PRE -ENG GABLE TRU55 CONT. 2x4 RAT RUN SECURED MTL. DRIP EDGE —�``� SEE ENERGY CODE FORMS 2x4 5U5 -BAND W/ (2) 12 d'5 EACH TRUSS FOR INSULATION R -VALUES. ALUM. SOFFIT 2x4 SUB -BAND s" GYPSUM BOARD OR 2" STIFFBACK AT ALL VENTED ALUM. HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10° SOFFIT BOARD HIGH (SEE SEALED ENC-. DOUBLE TOP PLATE TW15T STRAP VERIFY W/ FOR SIZE CONDITION) TRU55 PLAN SECURE 2x4 PLATE TO SEE ENERGY GODS FORMS WINDOW HEADER SIZE 3 FOR INSULATION R -VALUES. VARIE5 PER WINDOW WALL W/"x�" THRU-BOLTS 32 O.C. MAX THEN° GYPSUM BOARD Ole'.° OPENING SEE HEADER F SECURE GABLE TO 2x4 SPAN CHARTOfiz HIGH 5TRENGTH CLCD. DETAILS WINDOW ATTACHMENT A5 PLATE W/ 126's 8" O.C. MAX 1 IPER MANUFACTURES OR BOARD O.S.B. SHEATHING oR�� 2 SPECIFICATION5 SECURE GABLE TO DBL DOUBLE TOP PLATE CDX PLYWOOD. TOP PLATE W/ 51MP5ON ATTACHED PER NAILING WINDOW SILL HTC4 @ 24" O.C. MAX SCHEDULE ON SHEET D5. 2x STUDS e I(o" O.C. MAX W/ WINDOOW HEADER SIZE __-- — WINDOW ATTACHMENT AS x R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER �/S" THICK, 3 COAT CEMENT OPENING SEE HEADER SPAN SPECIFICATIONS PLASTER OVER GRADE° T G SUBFLOOR GLUED CHART FOR DETAIL5 WINDOW SILL "D" FELT PAPER BACK AND NAILED AS PER O.S.B. SHEATHING OR '" METAL LATH OVER NAILING SCHEDULE 2x 5TUD5 s 16" O.G. MAX W/ APPROVED HOUSE WRAPCDX PLYWOOD. R-11 BATT. INSUL. MIN. ATTACHED PER NAILING OR GRADE "D" FELT SCHEDULE ON SHEET D5 PAPER" T 4 G SUBFLOOR GLUED NOTE: SHEATHING MUST �/a" THICK, 3 COAT CEMENT ,AND NAILED A5 PEi- NOT BREAK 1'-0" MIN, PLA5TER OVER GRADE NAILING SCHEDULE FROM 2ND FLR LINE "D" FELT PAPER BACK PRE -ENG FLOOR TRUSS METAL LATH OVER 2x4 CONT. e TOP ANDC fNSTAII PER MFG. SPECS.) APPROVED HOUSE WRAP BT. OF FLR TRUSS (TOP OR GRADE "D" FELT 2x4 SUPPORTS BT GYPSUM BOARD OR PAPER PLATE OF 2ND FLR, 5T. HIGH STRENGTH GLC. 9.e, 2x4 15 FOR WALL BOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRU55 SHEATHING NAILER) GONG. FILLED LINTEL BLK NOT BREAK 1 -0 MIN. (INSTALL PER MFG. SPECS.) W/ (1) *5 DEBAR CONTINUOUS FROM 2ND FLR LINE" GYPSUM BOARD OR° WEEP SCREED HIGH STRENGTH CLG. (SEE DETAIL 2A) R-4.2 BATT. INSUL. 2x4 CONT. ,@ TOP AND PRECAST LINTEL BT. OF FLR TRUSS (TOP BOARD EMBED. STRAP VERIFY 2x4 5UPPORT5 BT CONC. FILLED LINTEL BLK W/ TRUSS PLAN WINDOW ATTACHMENT AS PLATE OF 2ND FLR, BT. W/ (])*E5 RE5AR CONTINUOUS PER MANUFACTURES 2x4 15 FOR WALL "THICK, 2 COAT CEMENT SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL PIASTER APPLIED PRECAST SILL WEEP 5CREED WINDOW ATTACHMENT A5 DIRECTLY TO MASONRY (1) #5 REBAR VERTICALLY (SEE DETAIL 2A)L PER MANUFACTURER W/ CONC. POUR CELL SPECIFICATIONS 1x2 P.T. FURRING STRIPS — PRECAST SILL 2—STORY 1 a° O.C. EMBED. STRAP VERIFY (])#5 REBAR VERTICALLY FIRST FLOOR I S" CMU W/ TRU55 PLAN W/ CONC. POUR CELL LO 1/2" GYP. WI. BD. i"THICK, 2 GOAT CEMENT Ix2 P.T. FURRING STRIPS WOOD BASE PLA5TER APPLIED O.C. FLOOR FRAME DIRECTLY TO MASONRY S" CMU 1 5CALE: 3/4"=1'-0" b 1/2" GYP. WL. BD. 2 -STORY GABLE WOOD BASE FIRST FLOOR BLOCK SECOND~ n ° -0 • • d dJ A 1 1A FLOOR FRAME SCALE: 3/4"=V -0"e ° -0�4-0• Q 0.5.5, SHEATHING OR i" CDX 2x STUDS 16" O.C. MAX W/ PLYWOOD. ATTACHED PER R-11 BATT. IN5UL, MIN. NAILING SCHEDULE ON SHEET 2x 5TUD5 e 16" O.C. MAX W/ 7/1611 0.5.5. OR �" CDX D5 R-11 BATT. INSUL. MIN. T 4 G 5U5FLOOR GLUED i"THICK, 3 GOAT CEMENT i" T 4 G SUBFIOOR GLUED TYVEIG AND NAILED A5 PER BUILDING Wr',4 NAILING SCHEDULE PLA5TER APPLIED TO METAL AND NAILED A5 PER PAPER 5.40< LATH OVER 2 LAYERS OF NAILING SCHEDULE GALV'D MTL. LATH GRADE D BUILDING PAPER /V TEXTURED OR PAPER BACKED LATH FINISH Is WOOD OVER AN APPROVED HOUSE WOOD WEEP SCREED WRAP CONSTRUCTION 2x4 CONT. m TOP AND BT. OF ,° 84. - - FLR TRUSS ( TOP 2x4 _ `4 SUPPORTS BT PLATE OF 2ND; a. PRE -ENG FLOOR TRUSS FLR, 5T. 2x4 15 FOR WALL PRE -ENG FLOOR TRU55 gCMU SHEATHING NAILER) +° SIMPSON HETA-16 EMBED. " GYPSUM BOARD OR2" 1/2" TEXTURED STRAP e) 32 O.G. MAX VERIFY WEEP SCREED HIGH STRENGTH CLG. FINISH 1w MASONRY W/ TRUSS PLAN (SEE DETAIL 2A) BOARD EMBED. STRAP=' VERIFY CONC. FILLED LINTEL BLK GYPSUM BOARD OR �° W/ TRUSS PLAN W/ (1) 05 REF3AR CONTINUOUS HIGH STRENGTH CLG. BOARD THICK, 2 COAT CEMENT PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ DETAILFOOD TO 2 PERPENDICULAR PRE ENG FLOOR TRUSS 2 LOCK CO NN,EC TIO N SCALE. 3/4"=V-0` -0 SCALE: 1 1/2'=11-0 A R C H IT E C T S ■ Design G ro u p Ina. 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774607FAX: 407-77440www.abdesigngroup AA #: 0003325 h w U w uu a z � o � A SU'BDIV. a IAT: TUSCA PLACE NORTH LOT X45 PFCaJECT# 1665.054 MODEL: "1892" GA12AG E SWING: LEFT PAGE: MONOLITHIC 2 -STORY WALL SECTIONS ARCHITECT - STATE OF FLORIDA I PAM 12/17/10 SCALX: 1/4"=1'-0" SHEET D 4 orl 6 q A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: TUSCA PLACE NORTH LOT X45 PROJECT# 1665.754 MODMIA- "1892„ GARAGE SWING: LEFT PAGE: MIsc. DETAILS ARCHITECT STATE OF FLORIDA i DATA: 12 17 /10 SCA M: 1/4"=1'—C}" SHEET D5 Cgl '01 W W a U W UJ o �, o u too q z Q U 4 � ti SUHDIV. & LOT: TUSCA PLACE NORTH LOT X45 PROJECT# 1665.754 MODMIA- "1892„ GARAGE SWING: LEFT PAGE: MIsc. DETAILS ARCHITECT STATE OF FLORIDA i DATA: 12 17 /10 SCA M: 1/4"=1'—C}" SHEET D5 Cgl '01