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Home My WebLink About2440 Vineyard CirEDEC 1 ZQ11 BY: 7 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION W, Application No: I ' Documented Construction Value: $ 1 3L�D • Ito JobAddress: o?V qay� n�N� r"4� d4 rl��- Historic District: Yes ❑ No _ Parcel ID: - A - om - Zoning: Description of Work: Elf eC�-k•� /Q Plan Review Contact Person 1i �� C,Y� Z� r(-c"J� Title: OeYY Mt C�. Phone: LiU�•� -�2g Fax• �'UU • X1.5 : 4 E-mail:. C-�Lt r --- Property Owner Information dr WD if rl •Com Name T) - Q- - t-br Irl I k nC Street: 5(853 Tai UCC.. blvd City, State Zip: d Y 1 OY-N6o 3 F, Phone: L-10-1- %50.57-M Resident of property? : Contractor Information Phone: LAC) I 9LOU7 L13�02. Fax: �5l e • �-12� �J State License No.: U.3 �-S 2 -2 -12 - Name �5c) R Street: MT . Q Le City, State Zip: QC j()'ndQ jF L_ '.S2<s Z_Z Arch itectlEngineer Information Name: f:va cows A) C-IYOU(D j�nC . Phone: LAD i' 1i A - LAO street: ILILI I fl �pf1CL1d Fax: �-10�1 • -1-11-1 • L -1O-1 City, St, Zip: L:1fylu :J.FL J 1`J� E-mail: Wl�1 Cp ah k!P L 1Y1CirCOm J v Bonding Company: fl 10'_ Mortgage Lender: 1(3, Address: Building Permit X Square Footage: T� No. of Dwelling Units: i Electrical ❑ New Service - No. of AMPS: Address: PERMIT INFORMATION Construction Type: No. of Stories: l Flood Zone: Mechanical 13 (Duct layout required for new systems) Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 5850 T.G. LEE BLVD. SUITE 600 ORLANDO, 850-5300 FL, 32822 TEL: (407) 850-5200 FAX: (407) 850-5300 05/09/11 STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 PLAN REVIEW DATE I CHECKED BY: 99 � C � v i 99 FOR: rwrwrwo (177burtwturrijo UU'ffb CBC1 252212 5850 T. Q. LEE BLVD. SUITE 600 C)RI ANC>C>.p FL 32822 Tei (407) 850-5200 F.z: (407) 850-5300 DESIGN CRITERIA: ABBREVIATIONS -COVER PAGE PG REVISIONS • FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL W/2009 SUPPLEMENT • 2007 FLORIDA FIRE PREVENTION CODE • NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION *ALL LOCAL AND STATE CODES • OCCUPANCY - RESIDENTIAL, GROUP R3 • CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B • BASIC WIND SPEED - 120 MPH (M/S) •1 -STORY RESIDENCE - *2 -STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM, LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET `LT. ALTERNATE MFR. MANUFACTURER A. . M[INDvIUM BD BOARD GE MST. METAL THRESHOLD A�T MOUNTED B O T CLG. CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P2. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE DBL. DOUBLE PPLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP R.A.G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXT DR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXIT EXHAUST SHTHG_ SHEATHING EXT. EXTERIOR SHWR. SHOWER F.G./FX. FIXED GLASS SIM SLIDINR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL. GL. SLIDING GLASS PLR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR FRENCH DOOR SECTION FTG. FOOTING - TEMP. TEMPERED GLASS GA. GAUGE THE, THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYR TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF HDR. HEADER W. WASHER HGT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON REV. DATE DESCRIPTION 1 03/16/11 2011 D15COVER1r REV1510N5 COMPLETED 04/15/11 QUALITY CONTROL REDLINES 3 05/09/11 CONTROL DATE 1C 06/15/11 5AI.UGRA55 1341' ELEVATION5 "D' 4'E" 2 06/21/11 ADD NEW TRU55 ENCS. FROM CCA, ELEV. 3A 06/21/11 ADD NEW TRUSS ENG. FROM FR03UILD, ELEV. "A" 4A OS/11/11 ADD NEW TRU55 ENG. FROM PR05UILD, ELEV. "D"VE" 5A -FRAMING PLAN ELEVATION "A" PG 6 -ELECTRICAL PLAN PG 7 -MECHANICAL PLAN PG 8 -CABINET LAYOUT PG D1 -FOUNDATION DETAILS PG D2-MISC. DETAILS PG SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 USED FOR DESIGN INCLUDE: • CONCRETE MASONRY RESIDENTIAL • CONSTRUCTION WOOD FRAME CONSTRUCTION • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 -1 -STORY WALL SECTIONS PG D4-MISC. DETAILS PG D5-MISC. DETAILS S Q . F T . CALF/�. S LIVING 1542 50. FT. ENTRY ELEV. 'A' 4 '5' 14 50. FT. ENTRY ELEv. 'G' 42 50. FT. GARAGE 392 50. FT. TOTAL ELEV. "A" 4 "5' 1948 50. FT. TOTAL ELEV. 'C" 191$ 50. FT. PATIO 40 50. FT. OPT. COV. PATIO 165 SQ. FT. o� 0 �o 4 INDEX OF DRAWINGS SHEET # DESCRIPTION PG C1 -COVER PAGE PG GN -GENERAL NOTES PG 1 -FOUNDATION PLAN PG 1A -DOWEL PLAN PG SCHEDULE( TE) PG 1B.1 -LINTEL INTEL SCH DULENTEL (WEKIWA) PG 1C -WIND LOAD CALCULATIONS PG 2 -FLOOR PLAN PG 3A -FRONT & REAR ELEVATION "A" PG 4A -LEFT & RIGHT ELEVATION "A" PG 5A -FRAMING PLAN ELEVATION "A" PG 6 -ELECTRICAL PLAN PG 7 -MECHANICAL PLAN PG 8 -CABINET LAYOUT PG D1 -FOUNDATION DETAILS PG D2-MISC. DETAILS PG D3 -1 -STORY WALL SECTIONS PG D4-MISC. DETAILS PG D5-MISC. DETAILS PERMIT # A R C N 1 T E C TS .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6073 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 - ti W W �W o� 0 �o 4 U ti (P SUSDIV. 89 LOT: TUSCA _ SOUTH LOT #2006 p1moJmCT# 1665.054 MODEIA "1543" GARAGE SWING: LEFT PAGM- COVER PAGE ARCHITECT= STATE OF FLORIDA JAMESNTWELL AR 12079 DATW 11 2 9 11 SCALE: 1/4"=11-0)$ SHEET OF1 91 W 0 k, cc Lu 0. 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* "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 RE8ID�NCE 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/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'/2 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. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / 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 Pm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315, THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3-0".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 1'/2" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA- THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, UNO. Fb = 1,500 PSI Fv = 175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %8" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, %" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 311.2. A R C H I T E C TS 4Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA ##: 0003325 ti w 4 LU n � O 4 �r z q U q LLI SUBDIV. & LOT: TUSCA SOUTH LOT #2006 PROJmCT# 1665.054 MODEL - "1543" GARAGIC 8WING: LEFT PAGE GENERAL NOTES- ARCHITECT- STATE ®TES ARCHITECT-STATE OF FLORIDA 1101 2 % X l i CANTWELL NO 12079 DATE: 11/29/11 SCALA: 1/4"=V-0" SHT N OP' -1 9 SECURE STRAP TO CONG. W/ (2)-3/11 "X2' TAP -CONS CONC. SLAB A/C UNIT SIMPSON W5 ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 08x1 1/4 SWT MTL SCREWS AC CONNECTION LO PAD DETAIL 40'-m" 8'-O" 411 { 11 1 u CONC. 4 LIU SLAB. -3 / 12 .n 16'-4' I DI �� 6'-2' I t , I I I A//'11 11 D) H . EXTEND - I SLAB 1112 D1 ■ 16'-4' 6'-2' D1 1�'-611 j m' -m' ELEv. F- - DI FIN. CONC. SLAB n7i I c J 24"x24'x12' CONC. PAD W/ 3-05 5ARS ■ I 31 OV AIRS MIN. f I 26'-10" I D1 ■ 411 CONC., REINF. W/ (o'xro' 010 WWM OR FI5ERME514 ON (0 -MIL- POLY �t ETHYLENE VAPOR BARRIER ON - ■ WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE c, I Wc. SORA -CARE m I I I l J LAv.J0) cit � � r � � � ■ I a 0 f 2;ZWALL - - LAV \\ l 2'- A 1_ >� m `) I� L �J c� c� ■ � I 22'-10" 0'-0' ELEV. FIN. CONC. 511 i O i Illy 3' 211 z� I L--�YA2 1 1 ;t o 11 I D I I I D EXTEND 31- " � `� I I I SLAB 1 1/2' ;tI tt p I — IL -ib ' IWH Ia- I ■ ■ ■ ■ ■ D1 2" STEEL -5 I!2' — @ PIPE ■ BOLLARD I I m4 NJ ■ ■ ■ ■ 8' -Oil Ira' -8' D1 n _ I I CO: . a l SLAB a a 01 o 'I I m ( -1 1/2" ■ ■ ■ ■ 11-41 [� lrol—(L/" 41-811 4'—V" 121-011 211-4' 40'-0' 0 14'-O' 24'x24"x12' GONG. PAD W! 3-05 BARS E.W. ON CHAIRS MIN. 3' COVER la �u � I LU ly D, 0 Lu CONC. I I � SLAB. -31/2' ■ ■ ■ ■ EXTEND SLAB 1 I/2" � OPT. COVERED PATIO I ■F -b I ■ ■ o, ■ 4" 31/2' ONC L-- 4 ELEVATION "C&E" h��: jj��+'FOUNDAELEVATION• I • NOTES, - AIG LINES FRO1" I AIR �4,4NDLER UNIT TO GONDENSOR TO 5E RAN IN ATTIC. - ENTR"r AND FAT I O SL,455 TO 5E FOURED AT FINAL FOUR WITH DRIVEUJ 4 r. b.. A R C N IT E C TS Design Group , n�. 41 N. RONALD REAGAN BLV[ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w w LLI � w w � d n - �, O � v OU N q 0 � Q 0 � SLTSDIV. a IAT: TUS C A -- SOUTH LOT #2006 PROJECT# 1665.054 MODEL: "1543" CEARACAE BTfMG: LEFT PAG M FOUNDATIO PLAN ARCHITECT= STATE OF FLORIDA ijJa11/�2 610 s1 JAMS CANTWELL NO 12079 PRINT DATE: 11/29/11 SCALE: 1/4"=V-0 SHEET I opt 9 T 211_8" 22'-10' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i N " ■ 1 " ■ ■ ■ ■ �r ■ NQ m ap ■ ■ ■ ■ 'M ^1_211 lo 1 ■ ■ 41_2" Si_/1111 V SSLL// . B E �DR�O dJ 1d1 4 ]DOWEL PLAN AR C H I T E C T S .441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W W 0 U W 111 o ti � z � 0 q U h A� � ti i SUSIDIV. &e IAT: TUS C A SOUTH LOT #2006 - PROJECT# 1665.054 MODEL - "1543 GARAGE SWING: LEFT PACE: DOWEL PLAN ARCHITECT= STATE OF FLORIDA t°jL�l 9 201.1 J CANTWELL NO 12079 DATE: 11/2 9 11 SCALM 1/4"=l'—O" SH T 1A X19 SAFE Lu"ArLD' TAB LES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U -LINTELS 8" PRECAST & PRESTRESSED U -LINTELS Rrn LINTEL No. LENGTH GRAVITY UPLIFT L 1 ATERA TYPE LENGTH SU8 VF6-1?- ib- 0- 4- a- ?- eF11-� 8F17-115 DFI6-� 0-I 8F24- BF28-IB W32-10 2'-10" (34") PRECAST 2302 3166 4413 6039 '1526 9004 10412 11936 3166 4413 6039 1926 9004 10412 11936 3'-b' (42') PRECAST ?302 3138 3311 4689 6001 1315 8630 9941 f.f. 4413 6039 1526 90@4 10412 11936 W-0'(45') PRECAST 2028 2379 2496 3461 4436 5410 6384 1358 2646 4413 6039 1526 9004 10412 1193& 4'46' (54') PRECAST 1651 IZBI 1913 2651 3403 4149 4896 5644 2110 4021 6039 1506 9004 10412 9668 5'-4' (64') PRECAST 1184 1223 1301 1809 2311 2826 3336 3846 Ib69 2889 5051 6096 9400 6424 1450 PRECAST 912 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5498 4431 5260 6122 PRECAST 931 1255 2101 3263 2146 3358 3911 4989 1255 2101 3396 5260 1134 8995 6890 7'-6' (90')P1;MCA5T 161 1029 1615 2389 1994 2439 2886 3333 1029 1615 2610 3639 5596 6613 5041 15'-4' (112') PRECAST 513 632 980 1192 69 1210 1462 1154 202-1 16818 2544 3469 4030 31?1 10'-W02W) PRECAST 456 482 1021 25 915 1122 1328 1535 658 14 2001 ?114 3130 2404 11'-4' (13W) PRECAST 445 590 899 65 1148101b 054 2355 1193 2015 598 &5 1854 2441 3155 4044 12'-0"1144') PRECAST 414 � 8161001 54 1609 2014 1910 1018 955 94 1693 2211 2832 3990 13'-4' (Ib09 PRECAST 362 421 686 18 1331 1635 1224 1418 485 16 1438 1855 2343 2920 14'-0Y1b8') PRECAST 338 381 646 919 1190 1462 1081 1260 455 100 1003 1335 1 1114 2153 1 2666 14'-8'(116') 1STRE08ED N.R.NR 459 NR NR NR NR NR NR 465 165 1310 2049 7610 3186 3165 15'-4' (184'1 PRESTRESSEDN .R. NR NR NR NR NR NR NR 420 699 1790 1895 2310 2890 3410 11'-4' (208')f'RESTRESSED N.R. NR NR NR11IRNR 610 NR NR 310 930 99000 2200 2600 19'-4' (232') PRESTRESSED N.R. NR NR NRR 518 6&1 NR NR 240 400 15000 1120 2030 21'-4' (25b')PRESTRESSED N.R. NR NR NRR 512 5W NR NR 183 330 61040 1.180 2110?? ' -0 (?64 )FRESTRE5SED N.R.160 NR NR NRR 493 5&B NR NR 300 51050 1660 1910 Z4'-0t?88') PRESTRE9 N -R. NR NR NRR 441 bib NR NR 240 41030 1390 1610 8" PRECAST & PRESTRESSED U -LINTELS Rrn LINTEL No. LENGTH UPLIFTJ5453 UPLIFT L 1 ATERA LATERAL L�NCaTI-iP B-1 1? -1T I& -IT 20-1 24-1 8 -IT W32-iT Bub 8F8 B_2 12-2 b-2 m-2 24-2 8-2 8F32 -?T PRECAST 2121 2818 4101 5332 6569 1811 9055 2021 2021 ?ill 2184 3901 5190 6401 1630 8891 3'-6' (42') PRECAST 2165 2289 3260 4231 5219 6204 1192 1251 1251 ?169 ??15 3165 4125 509t b06t 1036 4'-0' (48') PRECAST 1010 1989 2632 3680 4532 5381 6245 ,338 938 1818 1925 2150 3583 4422 5264 6110 4'-&'(r74') PRECAST 1660 1660 1162 1105 2501 2435 3251 3111 4010 3913 4161 4658 9925 5406 121 121 5'-4' (b4')PRECAST 1393+ 1393 1464 1431 2110 2050 2141 2610 3315 3293 4010 3920 4648 4549 505 505 PRECAST 12M. 1351 1930 25053M4 3831 3665 4241 418 418 1212 1315 1815 2441 3010 3983 4191 &'-b'(16") PRECAST 1141• 1200 1133 2250 2169 3290 3012 101 881 1141 1182 1684 2192 2103 3216 3132 (90')PRECAST 959• 990 %12 1029 1415 1466 1914 1 t901 2354 2351 2191 219'1 3740 3246 591 651 9'-4' (112') PRECAST 801 801 I 612 195 980 1192 1269 1550 bb0 1910 1652 2211 2144 2634 454 30 10'-6'(126') PRECAST 116 498 193 1021 1261 119& 1131 336 493 116 1 bIi 1039 1389 nu 2034 2358 il'-4' 1136') PRECAST &b6- 4315 &9b 899 1104 1309 019 363 556 bb6 535 905 1295 1595 1696 2198 1?' -0"1144') PRECAST 601,1400 3101830F1341 631 8161001 1186 1312 340 494 631 486 818 1209 1514 1199 208& PRECAST 500' 340 532 686 841 991 1153 302 398 513 4015 652 1004 13%1 1631 1551 PRECAST 458 316 493 635 118 9221065 2&b 360 6 316 629 922 1254 1561 ISI& 48 14'-8' 1116') PRESTRE89E1? 243 295 459 1 591 124 851EM42 688 351 243 362 562 892 1156 1491N.R PRESTRESSED ?28 218 430 963 611 801N.R. 633+ 433 321 228 329 542 191 10'12 1361 11'-4' (2013')PRESTRESSED 188 236 361 464 561 610 N.R. 255 168 216 449 649 814 1121 1389 19'-4' (232') PRESTRESSED I&9 201 313 401 490 518 6&1 N.R. 204 165 239 383 550 136 940 1160 ?1'-4' (25b')PREST�68ED 145 186 218 356 433 512 5W N.R. 112 142 212 336 411 635 801 993 22'-0'(2&4')PRESTRE56ED 140 I50 268 343 418 493 5&B N.R. 161 131 120D 322 451 601 111 941 24'-OY2889 PRESTRESSED 121 1 165 244 317 380 441 bib N.R. 135 124 1 166 t 290 1 406 1 538 1680 633 'FCCIJI3{rC YALNL PI x; > molt c7m~r. ' mIG♦•Y 1,Ga 8" PRECAST W/ 2" RECESS DOOR U -LINTELS 8" PRECAST W/ 2" RECESS DOOR U -LINTELS LINTEL No. LENGTH UPLIFTJ5453 GRAVITY L 1 ATERA TYPE .r.1. FE LENGTI-I L 2 - swW- IB- 2 b- SW304M aRFb-pD 8le:tm-i5 OWW115 SM -15-15 MM2 -I15 8RF2b-1B aRFam-1B 4'-4' (52') PRECAST1489 SO i4'-4' 1591 3053 2982 3954 4979 5904 6880 1821 3412 4982 6412 1941 9416 10818 4'-6' (54') PRECAST 1351 1449 2182 2114 3600 4401 5315 6264 1102 3412 4982 6412 1941 9416 10818 5'-8' (b8') PRECAST 4'-6' 832 1602 1550 2055 2566 1 3015 3585 105 1153 2162 4014 6412 6516 5814 6839 5'-10' (10') PRECAST J 119 1500 1449 1924 2400 2816 3352 135 1103 2051 3811 6412 6516E5450 411 6'-8' l80")PRECAST 901 1611 2933 2516 3223 4522 822 901 Ibll 2933 4100 6130 6101 1'-b' (90') PRECAST b65161 3831 1311 22521998 ?481 v 3439 164 1311 2329 3609 5492 5132 9'-8' (116') PRECAST 3113S 420 834 1253 1011 1342 1614 1086 5 928 1491 2119 2618 3595 2815 8" PRECAST W/ 2" RECESS DOOR U -LINTELS •1¢IJN�G -N-M P I 177/- roll 4---. 7-/ V.- _ S MATERIALS b 35 -SH ELEv. 'I3' 4 'C" ELEV. 'D" 4 IIE1 C.9i'\.,ST-C1F%',ETE LINTEL SCHEIJ_"'ULE'� 1. f'c precast lintels - 3500 psi. 2_ f'c prestressed lintels - 6000 pat. 3. f'c grout - 3000 pal w/ maximum 3/8' ag reeate. 4. Concrete masonry units (CMU) per ASTM 2-90 w/ minimum net area compressive strength - 1900 pal. 5. Rebar provided in precast lintel per ASTM A615 CsR&C. Field rebar per ASTM A615 GR40 or GR60. b. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. GENERAL NOTES 1. Provide full mortar head and bad joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/3660 vertical deflection, except lintels 1l'-4' and longer with a nominal height of 8' most or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. S. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. S. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 SAFE LOAD TABLE NOTES LINTEL No. LENGTH UPLIFTJ5453 COMMENTS L 1 ATERA TYPE ° -tt mmopu-tr slwwIr aw*2-Ir amLENGTN L 2 3'-b' 8F16 -013/1T -2T BMW -2T 14-2T AWS -2T 2-2 SO i4'-4' L 4 4'-6' 8F16-05AT L 5 813 2413 3260 411? 49932 8F8-1$/iT L '1 (52') PRECAST 8F16 -05/1T X L 8 4'-6' 8F16 -05/1T L 9 4'-6' 932 W I?44 1919 2339 3110 4008 464'-6' I 8F16 -05/1T O J 1115? 1501 2311 3121 3931 41853 W C54') PRECAST W W 85311921455 2240 3036 3831 46 v 924+ 1112 1195 2423 3055 368904106 t 924 1132 1141 2351 2918 3603 501 5'-8' (68') PRECAST 501 596" 1135 M42 2352 ?965 3681db9 PRECAST 469 696 1099 1690 2288 2891 3491-S' Ila8821513 2042 2513 3101830F1341 (801)PRECAST 0 N 118 956 1468 1981 2509 3035 &88 691 1325 1810 2280 2153 3221 C90')PRECAST 110 688 849 1302 1167 2725 2690 3151 A 633+ 433 808 1173 1413 1104 1999 � 9'-8' (116') PRECAST 'Q 916 614 933 521 1ID09 1369 1128 2(x88 2450 •1¢IJN�G -N-M P I 177/- roll 4---. 7-/ V.- _ S MATERIALS b 35 -SH ELEv. 'I3' 4 'C" ELEV. 'D" 4 IIE1 C.9i'\.,ST-C1F%',ETE LINTEL SCHEIJ_"'ULE'� 1. f'c precast lintels - 3500 psi. 2_ f'c prestressed lintels - 6000 pat. 3. f'c grout - 3000 pal w/ maximum 3/8' ag reeate. 4. Concrete masonry units (CMU) per ASTM 2-90 w/ minimum net area compressive strength - 1900 pal. 5. Rebar provided in precast lintel per ASTM A615 CsR&C. Field rebar per ASTM A615 GR40 or GR60. b. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. GENERAL NOTES 1. Provide full mortar head and bad joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/3660 vertical deflection, except lintels 1l'-4' and longer with a nominal height of 8' most or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. S. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. S. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 SAFE LOAD TABLE NOTES 5i2F22 -05/1T i i r 14C44kICTM<44'61'4 LINTEL SCHEDULE LINTEL No. LENGTH TYPE COMMENTS L 1 4'-6' 8RF22-013/IT RECESSED L 2 3'-b' 8F16 -013/1T L 3 17'-4" SF28-113/IT L 4 4'-6' 8F16-05AT L 5 8F8- iB/1T 8F16 - 0BAT 5i2F22 -05/1T i i r 14C44kICTM<44'61'4 LINTEL SCHEDULE LINTEL No. LENGTH TYPE COMMENTS L 1 4'-6' 8RF22-013/IT RECESSED L 2 3'-b' 8F16 -013/1T L 3 17'-4" SF28-113/IT L 4 4'-6' 8F16-05AT L 5 414o' 8F16 -013/1T r/j L 6 -1'-6" 8F8-1$/iT L '1 4'-6' 8F16 -05/1T X L 8 4'-6' 8F16 -05/1T L 9 4'-6' 8F1b-05AT W L 10 5'-10' 8F16 -05/1T L 11 5'-10' I 8F16 -05/1T O E COPT. BEDROOM #4 I. All values based on minimumll 4' bearing. Exception: Safe loads for unfilled TYPE DESIGNATION lintels must be reduced by 20% if bearing length is less than Safe loads for all recessed lintels based on S' nominal bearing. F - FILLED WITW GROUT / U - UNFILLED Z. N.R - Not Rated. M5 RECAVITY AT 3. Safe loads are total superimposed allowable load on the section specified. r BOTTOM OF QUANTitY OF W-7 RE CAVITY 4. Safe loads based on grade 40 or grade 60 field rebar. LINEL 5. Additional lateral load capacity can be obtained by the designer by providing / addlona l reinforced masonry above the precast lintel. 8f:: 1(J _ 15/1T 6. One 01 rebar may be substituted for two 5 rebars in 8' lintels only. } 1. The designer may evaluate concentrated loads from the safe load tables by pp NOMINAL WIDtHJ 1 calculating the maximum reslstin moment and shear at d-awa from the face of support. ` QUANTITY OF "5 S. For composite lintel heights not shown, use safe load from next lower height. NOMINAL WEiGHT RESAR AT TOP 9. All safe loads in units of pounds per linear foot. —45 RESAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR C.11111. '5 REBAR AT BOTTOM OF LINTEL CAVITY 130TTOM REINFORCING PROVIDED IN LINTEL (VARIES) A R C H IT E C T S 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 C~ -I W 4 � "n DZ U4_ r/j 0 1-9/8'AGTUAL X NOMINAL WIDTH 8' —45 RESAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR C.11111. '5 REBAR AT BOTTOM OF LINTEL CAVITY 130TTOM REINFORCING PROVIDED IN LINTEL (VARIES) A R C H IT E C T S 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 C~ -I W W w r/j 0 X } W W O J W W W v t N iJ In 0 N A A � � 'Q 0 E-. SUBDIV• & LOT: TUSCA SOUTH LOT #2006 PROJECT# 1665.054 MOIDEI.: "1543" CIAIZAGICi SWfiJG_: LEFT PAGB: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT-_ - STATE OF FLORIDA 2,ZZ0:1 CANTWELL NO 12079 D IR; 11/29/11 SCA ILM: 1/4'11-0" 25-5H EGRESS L— 4 CV 25-5H EGRESS 25 -SH EGRESS 25—SH /� ELEV. "A' 35 -SH UJ/ ELEV. 's' E 'C' ELEV. "D" 4 "E" UJ E f UJB Ir' CONCRETE FfRODUCT5, INC. P.O. BOX 219 ZELLWOOD, FL 32798 (401) 886-2511 I-800-1054-5139 FAX 401 -Selo -0195 LINTEL NO. LENGTH TYFE COl" li" IENT5 L -I 4'-8" 8/22-S-1U/0L RECESSED -2 3'-6' 8/16-5-1U/0L 2'-I®' L-3 I-1'-4" 8/28-5-1U/1L 24 L-4 4'-6' 8/16-5-IU/0L aYL Y1a1aCYf=Ll�7� L'r� �f-tS>> �='=Y4)♦�r.,l•,:nol�t!S'l'�:'J L-5 4'-6' 8/16-S-1U/0L 4'-0' L-6 i'-6" 8/B-s-IU/1L 39D 4m L-� 4'-6' 8/16-S-1U/0L irYi�iGYI1111111 11111111111111•,_Lm alf�-va 'i L-8 4'-6' 8/16-3-IU/0L ��irlCliC�'ifilt�lir�t��'t.r.,xt•��tY)-a�1 L-9 4'-6' 5/16-5-1U/0L 7ft am L-10 5'-10' 8/16-8-1U/0L i i�."�iC7l�17�1-:-�!'fx';��:-J�wrc�i�L_ 1• L-11 5'-10' 8/16-S-IU/0L ��i31!•i�i-ii�':��f I 35 -SH I EGRESS —11 COPT. BEDROOM El 877 LINTEL UPLIFT N.R. - Not Recanmended 12" LINTEL GRAVITY LINTEL SAFE LATERAL LOADS (PLF) L � T51�- 8 PLAIN ®��''i�i.''r2'J T -I =:Y►m ii%^T]iFIT, %T7 �'.i,-•r,'.i .J �fil: ol'l (s,'i.:o7r:ol �.!•�I'•�o.''J � fo.'ii:.i:. � �rii:�,,'0:07 p' Plain 12/7 -6 -OL 12/6-8-11- 12/2-8-0L 12/2-6-L 2'-I®' 1300 awe=��r=x��-Sw�:>•�r'%'Js'��''c'�'.%��r,_-„:,,�,��!,,,,%,,� 1470 24 �f1�i,'>.��T��1-S:Y�il�a♦�r.,:'��'I'>�t:%4''�: J�i'L%l�� 2100 4'-b' aYL Y1a1aCYf=Ll�7� L'r� �f-tS>> �='=Y4)♦�r.,l•,:nol�t!S'l'�:'J ®®flf�aakllKa��yr��-'Sk!;��fo;.7�!%�5=3-�5='S►:1• 041 6" i'�:J��-''x�irL"1��'':'l,''��f'•I'q'l��f l:%•.'J�f%'I'.%� 4'-0' 860 —11 . 10 0 [-AC-IIIIIIIIIII al!71%i� mmwnw.= wll1111111111a 11'11'alt.1"I EW11;'i �,r1A 2242 39D 4m 61713 wow 4'-6' 5'-10' irYi�iGYI1111111 11111111111111•,_Lm alf�-va 'i ��i9L�;•�� 30" 3421 _�Su1=Y��t!-Tgr1•ii�ilii��=rlf-� HtiYa�'�-7.'=��f�l�iF�'�•-��yr..� .,• i�.is.ai��tyryai<3L=1�,Sikrrai[�4%j� ��irlCliC�'ifilt�lir�t��'t.r.,xt•��tY)-a�1 640 ;.xa �:��a1f>_iJ�aNaf�laa� �%i•�1-3-1-C3,�2%S%37�i 1696 7ft am 4"V in ®�i41:�1•if�3�iY�I��'7f'��4�=Ya��r�"r'�ilfJt' 11-8' i i�."�iC7l�17�1-:-�!'fx';��:-J�wrc�i�L_ 1• 1239 2m alr S wt• al I &T�� 1` � �YJ.:.� �r..YL� mac`-T=t� tYL!-1 • ��i31!•i�i-ii�':��f 410 x��rr4=ailf"YlitilC'�� .To]��f'r17��.0�! lTili:.�i'I1,yl�c'r:.T,1•�L-1a� 1044 Recast i�ltl, iC:_ci i[�� i�1L� i�� w?=7 ='3' irS�)• i�]i i<:' -x3>• i1�1• � r=Yt:� irYl:>, � �� i�Il'i ��irL71,�” 50'18 �=xzaisrfif�r�rrai,�LitiG7li• i�]!i♦�i'. =S�Ii%%�irL'Jl♦!'l�r'r��'Li.rl•�'i%r�%)• 614 M3 35ft 11-6' 3w Precast ��itf'�iiYI�i'1liiw]r>•iC7Ciii=l�iti'�Ili ��it'll• ®� .. o ®�illi•i?.��iE'�'YI•i�i�'�itlliiC� ��it 1621 XH4 iE'{�1• is I'�k� iE-�>t� i<Xxi iL �=i iE;'2 � i<<I��l•!-�'1•iF',!i%1]iiFl7if i<CI]ii51F� E"-1- i+��i'l[��i'�1=7i�:=��i<iiiilr'ii<3Yl• iE'i�i �SG� iE-•''� �I l-t� iEtl � i C[�l• iY� Y� �i-�7� �lC�iK.'7�i-��=� i<7Sli<�r)•i�T7��ilil:� %�� i iYl-� iF� �-� i�11-� i��"� i[ <<� i=�l•:l• i'T��ii<<_k)•iCT_'�i<Ykii�i�'%litG,il-�' -------IiT�------L] r,�-�LY� N.R. - Not Recanmended 12" LINTEL GRAVITY Ni - Not i mcmiinw4W SAFE GRAVITY LOADS n6•�-mL 12n�-�-oL 8" LATERAL TABLE LINTEL SAFE LATERAL LOADS (PLF) L � T51�- 8 PLAIN Total L 1h T -I T*- p' Plain 12/7 -6 -OL 12/6-8-11- 12/2-8-0L 12/2-6-L 2'-I®' 1300 Recast 1470 24 wxw 2100 4'-b' Precast 32104 041 6" %w wow 4'-0' 860 precast 2242 39D 4m 61713 wow 4'-6' 5'-10' Recast 1712 30" 3421 pm 1961 4-6' 640 Precast 1696 7ft am 4"V in 5'-4' 11-8' 4i'ecast 1239 2m 340 5'-10' 410 Precast 1044 Recast 4423 4423 61-6' 50'18 Precast 614 M3 35ft 11-6' 3w Precast 612 1621 XH4 20 ml 550 12'-0' Mcast 61® 2119 W-01 245 Recast 629 1480 015 1 2114% 2636 V-4' 3409 Recast 5L3 130 M 2" 2375 9'-4' iV Recast 606 lln V4 21011 201 10'-6' 3001 Precast 410 m 1669 tressed 1301 Merit 366 064 120 250 21'-' street 360 041 am 3m 12'-6' 1232 2440 1 3934 6250 10000 10000 Mcast 341 80A 1" wo 1520 13'-4' NR. - Not Re 4mmnded Mcast 314 4 1205 u'-ar 1001 1318 2942 4346 6461 10000 Recast 78D 610 656 IIN 1131 14-8' 1849 Mout 711 on vb3 I5'-4' 915 1849 ?819 4131 6010 3248 n At 267 442 454 lem mm 1T-4' 1124 Precast 210 5030 1 a82 Ni - Not i mcmiinw4W SAFE GRAVITY LOADS n6•�-mL 12n�-�-oL 8" LATERAL TABLE LINTEL REINFORCEMENT SCHEDULE REFER TO LIRA SECTION FOR REWMCEMENT LOACTIONS LINTEL SAFE LATERAL LOADS (PLF) L � T51�- 8 PLAIN gig gLLEP T -I et 1900 • a 3'4' Precast 1300 ?950 4'-0' prwast 1010 2100 4'-b' Recast 900 1750 4-8' 9 at 860 1600 5'-4' I Pretest 110 1400 5'-10' Flat 625 1200 6'-6' Recaat 640 1050 T -b' Precast 440 890 11-8' Retest 430 890 6'-0' Precast 410 820 '-4' Recast 3w INN 50'18 1113 9284 10000 101-61 1 Pretesi 3w 600 11'-4' Retest 215 550 12'-0' Recast 255 610 01-6' Recast 245 490 5'-4' prat 220 *0 3409 Preset 210 430 144 Restreesed iV 390 }t''-4' prestressed 165 310 3001 RaVolood 11 8888 320 10000 tressed 1301 280 6'-6' PRECAST 120 250 21'-' 3934 6250 85M 22k-0' jVto-owd 1232 2440 1 3934 6250 10000 10000 10000 24'-0' PRECAST 100 200 NR. - Not Re 4mmnded 2°842 4346 LINTEL REINFORCEMENT SCHEDULE REFER TO LIRA SECTION FOR REWMCEMENT LOACTIONS TYPICAL COMPOSITE LINTEL SECTION 8" LINTEL GRAVITY LINTEL SAFE LATERAL LOADS (PLF) (I) M5 CONTINUOUS SAFE GRAVITY LOADS (PLF) 3 , s'FILLED TOTAL LENGT TYPE 8'XI66'KNOCKOUTTBLOCK 8/8-6-0L 8/I? -S -OL • a PLA FCED 8/24-8-0L ••' l3GONGRETE INN, FIELD) tl r •. UP2t'0l4'LENCsTH3 ITII� 00 (1) I5 CONTINUOUS Rwo-0 ®000 (OPTIONAL) wom -kQ 1/32' STIRRUPS AT W-0' cc t PRECAST 2603 4011 —iN'A' 15ARS (MAIN RENF.) 10000 10000 SEE SCHEDULE TYPICAL COMPOSITE LINTEL SECTION 8" LINTEL GRAVITY LINTEL SAFE LATERAL LOADS (PLF) 12"" SAFE GRAVITY LOADS (PLF) 111PLIFT s'FILLED TOTAL LENGT TYPE 8" PLAN 8/8-6-0L 8/I? -S -OL 8/I6 -S -0L 8/20-8- 8/24-8-0L /28-5- 5/32-6-01L 8/B -S -IL 6/12-6-iL 8/16 -S -1L 6/20 -6 -IL 8/?4-6-IL D/20-5-ILIS/32-6-IL 21-10' PRECAST 6027 4'-4' 00 Rwo-0 ®000 10000 wom 8491 10000 10000 10000 10000 loom 10000 3'-6' PRECAST 2603 4011 3339 10000 10000 10000 10000 100m 4011 10000 10000 10000 10000 10000 10000 4'-0' PRECAST 1821 2321 6133 3515 10000 10000 10000 10000 2321 1869 10000 10000 10000 10000 10000 4'-6' PRECAST 1398 2214 50'18 1113 9284 10000 10000 10000 2214 5412 1 10000 10000 10000 10000 100010 4'-8' PRECAST 1238 2111 4660 6588 8520 10000 10000 10000 2111 4902 10000 10000 10000 10000 10000 5'-4' PRECAST 1006 1651 3409 4823 6239 1658 3011 10000 1651 3556 6431 10000 10000 10000 10000 V-10' PRECAST 848 1461 3001 5111 8888 10000 10000 10000 1461 3001 bill 8888 10000 10000 10000 6'-6' PRECAST 110 1232 2440 3934 6250 85M 100001 10000 1232 2440 1 3934 6250 10000 10000 10000 1-6' PRECAST 562 1001 MIS 2°842 4346 6461 10000 10000 1001 1318 2942 4346 6461 10000 10000 1'-8' PRECAST 544 915 1849 2619 4131 6010 3245 10000 915 1849 ?819 4131 6010 3248 10000 W-0' PRECAST 511 91b 1124 2602 3151 5030 1958 10000 916 1 1124 2602 3151 5405 1 1958 10000 S'-4' PRECAST 482 864 1615 1 2415 3444 4866 6983 10000 864 1615 2415 3444 4810 6383 10000 9'-4' PRECAST 411 1'41 13'61 1991 2168 3163 5124 1061 141 1361 1331 2168 3163 5124 1061 10'-6' PRECAST 309 636 1148 1649 2231 2962 3863 5094 636 1148 1643 2231 2962 3883 5094 11'-4' PRECAST 31D 514 1028 1465 1964 1 2566 3305 4233 514 1028 1465 1964 2566 3305 4239 12'-0' PRECAST 292 M V.50 1343 1189 2316 2951 3134 533 950 1343 1189 2316 2951 3134 12'-6' PRECAST 211 505 838 1264 1616 2151 2130 3426 805 898 1264 1616 201 2130 3426 13'-4' PRECAST 255 464 822 1151 ISM 1935 2425 3010 464 622 1151 1515 1935 2425 3010 14'-0' PRECAST 233 436 169 1013 1406 1186 2225 1 2141 436 169 1013 1406 1186 2225 2141 14'-8' PRESTRESSED NR. N.R. N.R. KR N.R. N.R. N.R. NR. 480 811 1234 1421 1119 2188 2662 15'-4' PRESTRESSED N.R. N. N.R.N.R.N. N.R.K. N. 454 165 1160 1331 1660 2032 2483 11'-4' PRESTRESSED N.R. N.R' NR. N.R. NR. KR. N.12 NR_ 389 bbl 982 1111 1319 1611 1391 19'-4' PRESTRESSED N.R. N.R.K N.R.11 N.R. NIX 339 561 849 960 1111 1415 1616 20'-0 PRESTRESSED N.R. N.R. Nit N.R. N.R. N.R. KR. N.R. 325 543 812 911 1122 1346 1590 21'-4' PRESTRESSED N.R. N.R. N.R. N.R. NR. KR N.R. N.R. 295 500 146 840 1024 1224 1441 22'-0' PRESTRESSED N.R. N.R.N. KR. I N.R.KIR, N.R. N. 261 481 111 806 981 1111 1316 24'-0' PRESTRESSED NR. N N N N IFTO 1034 1 N.R. - Not ommaroso MR. - Not Racoseiwleled 8" RECESS DOOR HEADER I ATFRAI TARI F RECESS DOOR HEADER SAFE LATERAL LOADS (PLF) 12"" LINTEL 111PLIFT s'FILLED Ne Fretaat 590 ITI5 1 Freest 520 KMMZ� 4'- Rerast ®��® mw 4'-4' Reaest 165 1350 4-6' precast 495 1240 6'-8' Must 320 960 b'-8' Recast 260 160 1'-8' Retaet i •.Ti: a„” �i �' :'';'� i' . -."� i""'i � ^ ^� i' T'''om 490 1660 T -B' I 800 '13' GARS - SEE SC14EDULE Precast The 1630 0-4 Preea.t 120 1490 V-4' Recast NNW 77-11111111111111111 mmmr-31�. 1210 10'-6' 1111111111111117.17. 71 �11 550 180 V-4' iii•' i�1♦ �� r� �� i�� ii!P-! 960 i1F"T>•i1�T'1;>,i�'�i>i}ri�'*i>•i"�'>•i^^>• �->t ��• �T-fit•!?"*�i'iii�!�'� 910 '-4' protest 430 No 14'-0' Pretest 400 am 14-6' Procaet �>♦ �+*� i^F� iZL'i �'i1i �•*'� i itisFl• 130 Recast 320 1 630 NR. - Na Reacsrseeded �i*�if''.'-moi'-'?�it^!iti� %��5i1•�i• ®��r>•i"_7��'3i�illiii•i�-7� J i''^�is��ifir.'-�it�ii�TiLi ��' ■r iF7syi• iii E. ®m �' ii'1i• �"'� i"?i Ali■ LTi �� TSi iE'ii♦iF'�i �'Yi• �! l� �'ii!5'�if�^iiiF?Z�i1F^'� i''_i E*!� �'Si �3Ti ®®�tTi�i 'i■i'ii�i�*�i?%��i"iiZ?Ti• N i>�� i>r�2i �� iii i? -i ic-�i i>�-±i• U i �'! iFL-� i€I51• it>''i ii3'i■ i�'� iii �-' ®� iFtit• ■�� i€�>•��r�ir� i" -i �>• iii ir_ r� ir�a MR. - Not Racoseiwleled 8" RECESS DOOR HEADER I ATFRAI TARI F RECESS DOOR HEADER SAFE LATERAL LOADS (PLF) Tcul Length 19- W PI.ANENIMN s'FILLED 3'-W Fretaat 590 ITI5 -0 Freest 520 2860 4'- Rerast 4W mw 4'-4' Reaest 165 1350 4-6' precast 495 1240 6'-8' Must 320 960 b'-8' Recast 260 160 1'-8' Retaet 200 640 T-6' pretest 160 490 12" RECESS DOOR HEADER I ATFRAI TARI F RECESS DOOR HEADER SAFE LATERAL LOADS (PLF) Tcul Length 19- I?, Mum ECOWN 17' um 3'-W preset 2025 3710 ' at Ily 2860 � LEo UP TO 14 0 LENGTHS 91 1 165® 2690 4'-4' precast 1515 2540 4-8' precast 1420 1 2290 54' Racaei 1080 I me 13'-8' Preset 815 1423 1'-8' Recast 130 190 T-6' Retaet 550 900 I) 45 CONTINUOUS 3000 PSI CONC. PILL (CONCRETE PLACED iN FIELD) TOP LEG MARS. !� ' LEG uP TO 14'-0 LENGTHS 1/32' STIRRUPS 0 4'-0' C/C -i (1) e3 CONTINUOUS � ��t (OPTIONAL) 'A' BARS (MAIN REINr-d SEE SCHEDULE 'E' EARS -SEE SCHEDULE TYPICAL LINTEL 12"x8a SECTION 12" LATERAL TABLE [ At 1 N SAFE LATERAL LOADS (PLF) L 14 TYPICAL LINTEL 8"x81 SECTION y� FES 2'-I0- PTIONAL M5T 3508 ' gTOP 4p� AiN A'REACH Precast 2400 � LEo UP TO 14 0 LENGTHS at 1/32' STIRRUPS AN 4'-0' C/C 3880 4'-6' Recast i 3460 ' Reeast d1.: IONAL 1515 to L6 1 Procrit 1320 2560 5'40' Protast 160 2250 61-6' 'A' EARS (MAIN REINF.) 1000 1960 T-6' Precast SEE SCHEDULE 1660 T -B' I 800 '13' GARS - SEE SC14EDULE TYPICAL LINTEL 12"x8a SECTION 12" LATERAL TABLE (1) 63 CONTINUOUS ( IpgIT E- P -L k S P IN FII -LD) i I TOP LEG DAR& �s LEG "UP$TO 14'504 LENGTHS No y -• ((I�fOf �ALIINUDUB tw — A �ItA�1REINF� N SE i 1/32' STIRRUPS AT 4' cc �55- TYPICAL LINTEL 8'x8° RECESSED SECTION TYPE DESIGNATION NOMINAL UJIDTW/I4EICsWT OF LINTEL FPLAN OR SOLID LiNTEL #U/#L) `NO. OF ADDITIONAL M5, EARS IN UPPER OR LOWER LiNTEL CAVITY ARCHITECTS Design G ro u p I nc. -1 11. nV1YNLU nr-/iUTAI'4 DLV L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h LiNTEL SAFE LATERAL LOADS (PLF) L 14 T 7° p ��gg PLaN y� FES 2'-I0- east 3508 6960 3'4' Precast 2400 4TIb at 00 3880 4'-6' Recast 1650 3460 ' Reeast 660 3200 5'-4' 1 Procrit 1320 2560 5'40' Protast 160 2250 61-6' Precast 1000 1960 T-6' Precast 1 820 1660 T -B' Recast 800 1600 Precast The 1630 0-4 Preea.t 120 1490 V-4' Recast 640 1210 10'-6' Recast 550 180 V-4' Procrit 510 11= 121-0' Reeast 460 960 121-6'1 Retest 460 910 '-4' protest 430 No 14'-0' Pretest 400 am 14-6' Procaet 38060 1 8'-4' Recast 360 130 Recast 320 1 630 NR. - Na Reacsrseeded (1) 63 CONTINUOUS ( IpgIT E- P -L k S P IN FII -LD) i I TOP LEG DAR& �s LEG "UP$TO 14'504 LENGTHS No y -• ((I�fOf �ALIINUDUB tw — A �ItA�1REINF� N SE i 1/32' STIRRUPS AT 4' cc �55- TYPICAL LINTEL 8'x8° RECESSED SECTION TYPE DESIGNATION NOMINAL UJIDTW/I4EICsWT OF LINTEL FPLAN OR SOLID LiNTEL #U/#L) `NO. OF ADDITIONAL M5, EARS IN UPPER OR LOWER LiNTEL CAVITY ARCHITECTS Design G ro u p I nc. -1 11. nV1YNLU nr-/iUTAI'4 DLV L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W Vl W V W W 0 � J E. V CIO O N U A � �(1 SUHDIV. ai;e 1,07. TUS C A SOUTH LOT #2006 PROJECTIP 1665.054 MODEL - "1543" GA1%AGE SWING: LEFT PAG]: LINTEL SCHEDULE (WE KI WA) ARCHITECT: STATE OF FLORIDA 2 9 20;1 CANTWELL NO 12079 DAT3C: 11/29/11 SCALE: 1/4"=1'-0" SxMET I B. I orl--9 5 0 0 0 25 -SH O 25 -SH 25 -SH EGRESS imam SCzD. EGRESS EGRESS BDRM. 3 i O BDRM. 2 0 F nW I I I I� L _J --�LAUN. I -------- I � 1 I i o -- F-----� I I L -----J GARAGE KITCI ---------------- ---- I�o' a FAMILY ROOM r�i OWNERS SUITE W.I.C. BRKFST ry �N611k�q��''�'��"�'�lli�l''Ll��,�i�� I \\\) 0 o. BATH NO LIVING ROOM/ DINING ROOM/ OPT. BEDRROOM 14 25 -SH ELEV. "All O 35 -SH 10 ELEV. "5' d "C" ELEV. "DI'VE" CALCULATIONS EGRESS 11 a -\, OPT. BEDR COMPONENT AND CLADDIIQ WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND OUSTS CALL # SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 1�G tiFH WMA IiBuIARIC3 1 20 30(08 DR 4 w 24.1/ -2ro.3 2 12 IH5-SH 4 C.) J 25/o/ -2-1.8 3 112 I6'-0 X -1'-0 5 GARAGE DR. w 21.8/ -24.8 4 11 25 -SH 4 EGRESS 25.0/ -212 5 11 25 -SH 5 EGRESS O 25.0/ -32.9 6 48 ro'-0"X S'-0" 4 23.2/-25.4 S. G. D. 1 11 25 -SH 4 EGRESS 0 25.0/ -212 8 17 25 -SH EGRESS 5 A 0 � 25.0/ -32.9 3 11 25-5H 4 25.0/ -21.2 10 24 35-5H 5 24.4/ -31.1 11 24 35 -SN EGRESS 5 24,4/ -31.1 WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA 5UILDING CODE, 2001 ALLOWS THE PRESSURES TO 5E AVERAGED WHEN THE OPENING IS PARTIALLY LOCATED IN BOTH ZONE 4 AND ZONE 5 WIND PRESSURES ARE 5A5ED ON WIND SPEED=120MPH (3 SECOND GUST) IMPORTANCE FACTOR=1.0 EXPOSURE CATEGORY = 5 MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED BUILDING 1,2'-4 ZONE 5 p = +21.8 / -2(0.55 ZONE 4 p = +21.8/-24.0 PERCENTAGE OF AREA WITHIN ZONE 4: A,4=11.33+16=0.71 ft PERCENTAGE OF AREAWITHIN ZONE 5: Ay=4.66+16=0.29 ft' AVERAGE POSITI'V'E PRESSURE ON GARAGE DOOR: p = 21.8 (0.9) + 21.8 (0.10) = 19.62 + 2.18 4 =21.8 psf AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: p = -24.0 (0.71) + - 26.55(0.29) = -17.05 + (-7.7) = -24.75 psf. AVERAGE GARAGE DOOR PRESSURE: p = 21.8 / -24.8 A R C H I T E C TS L441 N. RONALD KtAUANBLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com Illb AA #:0003325 SLTSDIV. de LAT: TUSCA SOUTH LOT #2006 PROJECT# 1665.054 MODEL: //�. " 1543 " LEFT PAGIM WIND LO AD- CALCULATIONS D- CALCULATIONS CARCHITECT= STATE OF FLORIDA 1,10V 279 201 CANTWELL NO 12079 DATE: 11 2 9. 11 SCALA: 1/4"=l'-0" SIMMT I C OFl9 N w o w w C.) J w w w d O � c N 0 � A 0 � SLTSDIV. de LAT: TUSCA SOUTH LOT #2006 PROJECT# 1665.054 MODEL: //�. " 1543 " LEFT PAGIM WIND LO AD- CALCULATIONS D- CALCULATIONS CARCHITECT= STATE OF FLORIDA 1,10V 279 201 CANTWELL NO 12079 DATE: 11 2 9. 11 SCALA: 1/4"=l'-0" SIMMT I C OFl9 a ' a 411 4' ELEC. OUTLET PER ELEG, CODE E>5L. PLATE LL cn m ,oBAIR DETAIL - I BDRM. 4 35 - Sl -4 EGRESS I 12'-0" I 110mm6mi 16• 11 m� AC.ACG. ti' ail I _ 1R_1SH _ _ 0 LAV.CIA QII i d \ \\ TCHEN - IC WALL 2-0 01 z 4- KI4'-m' 1'- B.. 8DaMJO x - ' TN Nw. S' -O" 4'-6" I I i W I I RAG.02'-4, 4-0 I O I Y+q Ft Ir LAUN.cp`� I Imo\ _ o�fi-e p to � - - m - - - - - j o Ci j c�U 0 't oI I = IVING ROOM/ 1R -1st _ _ _ DINING ROOM/ � - - -i - OPT- BEDRROOM o ( BRKFST `� # I � I O WH. I I �'8 8'-8' GLG. 8, 4TS'-8" GLG. L_—_J IK m l 11 5- SN M.T. -1'-0' 3' w ENTRY `S 2" STEEL F — — — — 22"x54' PIPE I ATTIC BOLLARD L — ,ACCESS] 25 -SH — — — — ELEV. "A" J m 10" — ---- �'J ELEV. "B" 4 "c° GARAGE ELEV. "D' d 'E° CS G. N al 4'-4" I'-8" 121-0" NIM3 EXTERIOR MASONRY WALL BRG. HEIGHTS BRG. 0 SQ.FT. CALC.'S LIVING 1542 Q. FT. ENTRY ELEV. "A" 4 "B' r 14 SQ. FT.— ENTRY ELEV. "C" SQ. FT. GARAGE 3.3 SQ. FT. -' TOTAL ELEV. "A" "B' "D' 1948 50. FT. TOTAL ELEV. "G"VE" ISI& SQ. FT. PATIO 40 SQ. FT, OPT. COV, PATIO 8 5 . FT. &x& P.T. &x& P.T. -,-' I POST POST I OPT. I COVERED I I PATIO I � JI IL :COPT. COVERED PATIO .. � '.P ELEV ATION "C&E" NOTES: -DENZE ARMOR AT BATHROOMS. -PREFAB 5HOWER5/TU55 TO BE SET IN TYPE 2 FOAM. 1 A R C H IT EC'TS DesitInc. Group 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 8'-0' 16'-1' 12'-2' 14'-l0" W w O PATIO w I 6-0"x5'-0" J � U W ' 3' -41 13' -01 11' -S" -11-all 41-4' � Q O � d U q OU N 125 25 SH EGRESS NB. (0080 S.C� h m � EGRERE SS EGRESS A 0 � � - BDRM. 3 60 OWNERS 8'-s" CLG. _ SUITE ROFAMOILY 8'-8" CLG. M 4X4 S' -S" CLG. POST O � a1 1'-0" rp 3'-4' N S'-0" 3'-2" 2'-6" 2'-0' 3'-0" 3'-8" 1'-4" (0'-0" -n 110mm6mi 16• 11 m� AC.ACG. ti' ail I _ 1R_1SH _ _ 0 LAV.CIA QII i d \ \\ TCHEN - IC WALL 2-0 01 z 4- KI4'-m' 1'- B.. 8DaMJO x - ' TN Nw. S' -O" 4'-6" I I i W I I RAG.02'-4, 4-0 I O I Y+q Ft Ir LAUN.cp`� I Imo\ _ o�fi-e p to � - - m - - - - - j o Ci j c�U 0 't oI I = IVING ROOM/ 1R -1st _ _ _ DINING ROOM/ � - - -i - OPT- BEDRROOM o ( BRKFST `� # I � I O WH. I I �'8 8'-8' GLG. 8, 4TS'-8" GLG. L_—_J IK m l 11 5- SN M.T. -1'-0' 3' w ENTRY `S 2" STEEL F — — — — 22"x54' PIPE I ATTIC BOLLARD L — ,ACCESS] 25 -SH — — — — ELEV. "A" J m 10" — ---- �'J ELEV. "B" 4 "c° GARAGE ELEV. "D' d 'E° CS G. N al 4'-4" I'-8" 121-0" NIM3 EXTERIOR MASONRY WALL BRG. HEIGHTS BRG. 0 SQ.FT. CALC.'S LIVING 1542 Q. FT. ENTRY ELEV. "A" 4 "B' r 14 SQ. FT.— ENTRY ELEV. "C" SQ. FT. GARAGE 3.3 SQ. FT. -' TOTAL ELEV. "A" "B' "D' 1948 50. FT. TOTAL ELEV. "G"VE" ISI& SQ. FT. PATIO 40 SQ. FT, OPT. COV, PATIO 8 5 . FT. &x& P.T. &x& P.T. -,-' I POST POST I OPT. I COVERED I I PATIO I � JI IL :COPT. COVERED PATIO .. � '.P ELEV ATION "C&E" NOTES: -DENZE ARMOR AT BATHROOMS. -PREFAB 5HOWER5/TU55 TO BE SET IN TYPE 2 FOAM. 1 A R C H IT EC'TS DesitInc. Group 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. de IAT: TUSCA SOUTH LOT #2006 PROJECT# 1665.054 MODEL: "1543" GARAGE 8 WING: LEFT PAGB: FLOOR PLAN ARCHITECT= STATE OF FLORIDA_ NOV 9 2011 NO 12079 D 11/29/11 SCALE: 1/4"=l'—O" W w O w w p J U W � Q O � d U q OU N h m � A 0 � � 60 SUBDIV. de IAT: TUSCA SOUTH LOT #2006 PROJECT# 1665.054 MODEL: "1543" GARAGE 8 WING: LEFT PAGB: FLOOR PLAN ARCHITECT= STATE OF FLORIDA_ NOV 9 2011 NO 12079 D 11/29/11 SCALE: 1/4"=l'—O" i 17'-1' BUILDING HGT. J4 5'-8" 5RG. HGT. ;` (o' RAISED SANDS TYP. 0'-0" FIN. FLR. ,4 F'O"'NT ELEVATION TEXTURED FINISH " RAISED BANDS TYP. D'-0" FIN. FLR. AREA OF ATTIC = 215"1 5Q, FT. NET FREE VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 215-1/300 1.19 SQ. FT. 1035.3!0 5Q. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATT I C = .5 X 1035.36 = 517.6 S (BALANCE TO 5E PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 50. IN. PER VENT TOTAL " OF VENT5 REQUIRED = (5) TOTAL " OF VENTS PROVIDED = (5 ) OFF RIDGE VENC OFF RIDGE VENC 5 i I 12 8' -8" 5RG. HGT. I V -8" 5RG. HGT- 5 — — — 0'-0" FIN. FLR.OL 0'-0' FIN. FLR. I 0'-0" FIN. FLR. — - - - - - - - - - - - - - - - - - - - - - - -- R' EAR E L -v--' VAS' N0(i)PT. COV. A T 10 TEXTURED FINISH A R C H I T E C T S Design roup inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.00m AA #: 0003325 ii ❑moiPA MEN w ��' w NFE F'O"'NT ELEVATION TEXTURED FINISH " RAISED BANDS TYP. D'-0" FIN. FLR. AREA OF ATTIC = 215"1 5Q, FT. NET FREE VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 215-1/300 1.19 SQ. FT. 1035.3!0 5Q. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATT I C = .5 X 1035.36 = 517.6 S (BALANCE TO 5E PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 50. IN. PER VENT TOTAL " OF VENT5 REQUIRED = (5) TOTAL " OF VENTS PROVIDED = (5 ) OFF RIDGE VENC OFF RIDGE VENC 5 i I 12 8' -8" 5RG. HGT. I V -8" 5RG. HGT- 5 — — — 0'-0" FIN. FLR.OL 0'-0' FIN. FLR. I 0'-0" FIN. FLR. — - - - - - - - - - - - - - - - - - - - - - - -- R' EAR E L -v--' VAS' N0(i)PT. COV. A T 10 TEXTURED FINISH A R C H I T E C T S Design roup inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.00m AA #: 0003325 SVBDIV. Be LOT: TUS C A SOUTH LOT #2006 PROJECT# 1665.054 MODBL- "1543" c+ARAca]C SVrMC'A: LEFT PAG : FRONT & REAR ELEVATION >, A>> ARCHITECT - STATE OF FLORIDA 292011 Ii CANTWELL NO 12079 DATE: 11 2 9 11 SCALA: 1/4"=l'—O" S*UMT 3A Ogl 91 w w w Lu O z ti A� SVBDIV. Be LOT: TUS C A SOUTH LOT #2006 PROJECT# 1665.054 MODBL- "1543" c+ARAca]C SVrMC'A: LEFT PAG : FRONT & REAR ELEVATION >, A>> ARCHITECT - STATE OF FLORIDA 292011 Ii CANTWELL NO 12079 DATE: 11 2 9 11 SCALA: 1/4"=l'—O" S*UMT 3A Ogl 91 a V-8` BRG. NGT. — 0'-O" FIN. FLR. I - A" 0 OFF RIDGE VENT 5 OFF RIDGE VENT LEST ELYE-1-VAIT'lu"N TEXTURED FIN15H OFF RIDGE VENT 12 5 / 5 0'-0" FIN. F — — — — — — — — — — — I — - RIGHT ELhvATION TEXTURED FIN15H — � — 0'-0" FIN. F 0'-0" FIN. FOR. t, AREA OF ATTIC 2 2151 SQ. FT. NET FREE VENTILATION 2 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 2151/300 7.19 50. FT. 1035.36 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = 5 X 1035.3(0 _ 51-1.08 (BALANCE TO BE PROVIDED IN SOFFIT OR SAVE VENTS) OFF RIDGE VENTILATION AREA = 115 50. IN, PER VENT TOTAL " OF VENTS REQUIRED (5) TOTAL * OF VENTS PROVIDED = (5) niOPT. COV. PATIO LEFT SIM. rA R C N I T E C TS Design roup Inc. PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W w w C-1 q U h A� 0 SVHDIv. & L©T: TUSCA SOUTH LOT #2006 pRCJECT# 1665.054 MODEL - "1543" GARACAE SWING: LEFT PAGE: LEFT & DIGHT ELEVATION_ A„ ARCHITECT- STATE OF FLORIDA 9 201 JA S CANTWELL NO 12079 PRINT DATE: 11/29/1 1 :SCALE: 1/4"=1'-0" SHEET 4A orl 9 e I HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON SIZE -1,_11 1/2' DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) I0d x 1 1/2 1 -PLY/ (6) Ibd 2 -PLY Z(?) META- Ib 1385 (10) led x 1 0 1 -PLY p 1300 (14)16d 2 -PLY Lo Q WETA-16 1810(3) led x 1 1/2 1 -PLY/ (8) 16d2 -PLY 1 I HETA-20 1810 (3) 10d x 1 112 1 -PLY/ (8) 16d 2 -PLY 0 (2) WETA-20 2035 2500 (10) 10d x 1 1/2 1 -PLY (12) 16d 2 -PLY SUR/1.26-2 MGT f 3365 (l) 5/8' ATR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD S1GH2&R/L_2 WGT-2 + 10380 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN 12' EMBED), (16) led t0 WOOD HGT-3 + 10530 (2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN_ 12' EMBED), (16) led t0 WOOD LTAI 1420 (12) led x 1-1/2' VGT 4940 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD 0)4TO-PLY/3-PLY) 1185/8830 0) 5/8' A.T.R. IN HIGH STRENGTH EPDXY IMIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) led x I U2 HTS -Ib 1150 11(o) 10d x 1 1/2 HTS -20 1450 (24) led x 1 1/2 LSTA-12 f+ 325 (10) led LSTA-18 ++ 1235 (14) led to MSTA-18 ++ 1313 (14) 1" IL MSTA-24 ++ 1640 (IS) loci W MSTA-30 2050 (22) 10d ~ N MSTA-36 ++ 2050 (26) led MSTI-36 3000 (36) 10d x 1 1/2 MSTI-48 5065 (48) led x 1 1/2 H6 we (8) ad TO PLATES, (8) 8d TO STUDS SP4 885 (6) 10d x 1 1/2' TO STUDS A33 150 (4) led TO BEAM (4) led TO POST. HCP2 (p45 (b) led x 1-1/2' H10 335 Oro) 8d x 1-1/1 ABU 44 2200 6665 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) M CONC. (12) 16d t0 WOOD N ABU 66 2300 1 12000 (1) 5/8' A.T_R. IN HIGH STRENGTH EPDXY, (MIK 1' EMBED.) IN CONC., (12)lbd TO WOOD 1113 44+ 1340 1 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (8A0d TO WOOD LTT205 fN 1625 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY (MIN. V MI -OED.) IN CONC, (2) ' BOLT TO WOOD m 2 3610 CONC. ll8) loci x I I/2' TO DOD (1) 5/8' A.TR IN HIGH STRENGTH EPDXY, (MR I' EMBED.) IN W Z Q4350 HTT4 4235 (1) 5/8' A.tR IN HIGH STRENGTH EPDXY, (MR 1' EMBED.) IN CONC. (18) 16d x 2 1/2' TO WOOD (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MR 1' EMBED.) IN CONC. (26) led x 1 1/2' TO WOOD HTTB 4610 BOW ll) 5/8' A,T.R. IN HIGH STRENGTH EPDXY, (MR 1' EMBED.) IN GONG. (26) IOd TO WOOD (1)5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MN. -V EMBED.) IN CONC. (26) Ibd x 2 1/2' TO WOOD HHP011-SDS 2.5+ 11445 1) I' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., 04)SDS 4' x 2 ` WOOD SCREWS H 1 6480 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN GONG. (3J ' STUD BOLTS TO WOOD z MBNA 3.56/11.25 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6:15' EMBEDMENT) IN G.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 615' EMBEDMENT) IN C11.U. FACE, (18)IOd TO BEAM W MBHA 5B0/1115 3415 5330 (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 615' EMBEDMENT) IN C.M.U. TOP, (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (18AOd TO BEAM Z a UC210-3 (WOOD 1810 4OW (FLOOR) 0-114'x 2-3/4' TITEN ( 3 PER FLANGE) TO CMU, (10) 10d TO WOOD 3140 (ROOF) 2 HUC410 (CMU) 1810 5088 18-1/4' x 2-3/4' TITEN ( 3 PER FLANGE) TO CMU (10) led TO WOOD HUG 210-3 1810 4000 18-1/4' x 2-3/4' TITEN TO CMU ( 10) led TO WOO HIGH STRENGTH EPDXY - 81MPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR t0 SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT 18 GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. +f led COMMON NAILS CAN BE SUBSTITUTED WITH led x 1 1/1' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W F- +++ MINIMUM EMBEDMENT INTO THE TOP OF A 50NOBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1- 0 ATR. - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED_ WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENER$. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF FECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C -?011' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HWOH-R', T-ANCHORSPECO1, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2011. e I HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO SINGLE STORK" APPLICATION SIZE -1,_11 1/2' CLEAR SPAN DBL 2 DBL 2 DEL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-4" 5'-4" TO 1'-0" 1'-0" TO 10"-0' 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SUPPORTING END OF HEADER 1 2 SIZE NUMBER OF FULL LENGTH STUDS CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-0' 5'-0' TO 6'-4" (0'-4' TO 6"-0" 8'-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8'-0' U.N.O. 4'- 11 1/2' -1,_11 1/2' AND UP NUMBER OF HEADER STUDS ® HUS26 © SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS HGU528-2 2 �D AT EACH END OF HEADER 1 I HHUS46 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.T1rPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRUSS TO MASONRY/CONCRETE SHALL BE META -16 * FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL BE MT6-12 3.TRU55 TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. '.REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. S,HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U,N.O ON FRAMING PLAN (o. MIN. 2X4 HIP GUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-12d HAND DRIVES 6 EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 2X12 5M TO (OX(o POST (2) MSTA-247G POST TO SLAB ABU -(0(0 HUC21O-3 LI 2X121BM 0 OPT. COVERED PATIO 1 BRACING LEGEND 1 EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING 4'-0' O.C. (1ST 2 EA`T'S) 4 2x4 SYP 02 X -BRACING. REFER TO TYPICAL DETAIL SHTS FOR 5RACING REQUIREMENTS FASTEN 2X4 SYP 02 OR SPRUCE BEVEL CUT TO TRUSS TOP CHORD W/1Od x 3' NAILS im 6" O.C. NOTE STAGGERED TRUSSES MARKED W/AN "* " REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. 1 2X12 BM TO 6X6 POST (2) 116TA-24 POST TO SLA$ ABU -(o6 HUC-21O-3 SOUTHERN TRUSS COMPANY 05/10/11 A R C N I T E C T S Design Grou p inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti 71=1 e M (51mpson) or (USP) ® HUS26 w ® HUS26 © HGU52(0-2 �C THDH26-2 OD HGU528-2 �D THDH28-2 o HHUS46 0 THD46 SUR/1.26-2 OK S1GH2&R/L_2 1 BRACING LEGEND 1 EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING 4'-0' O.C. (1ST 2 EA`T'S) 4 2x4 SYP 02 X -BRACING. REFER TO TYPICAL DETAIL SHTS FOR 5RACING REQUIREMENTS FASTEN 2X4 SYP 02 OR SPRUCE BEVEL CUT TO TRUSS TOP CHORD W/1Od x 3' NAILS im 6" O.C. NOTE STAGGERED TRUSSES MARKED W/AN "* " REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. 1 2X12 BM TO 6X6 POST (2) 116TA-24 POST TO SLA$ ABU -(o6 HUC-21O-3 SOUTHERN TRUSS COMPANY 05/10/11 A R C N I T E C T S Design Grou p inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w W U W n � Eti 0 z q U h 61 A � 1n SU13DIV. & IAT: TUS C A -- SOUTH SOUTH LOT #2006 PROJECT# 1665.054 MODEL: "1543" CtARACIE SWiiiG: LEFT PAG IM FRAMING P LAN ELEVATION 99 A99 ARCHITECT: STATE OF FLORIDA Ki 2 9 2041 JAAM NO 12079 PR NT DATE: 11/29 11 SCALE: 1/4"=l'—O" SHEET 5 A orl � a ELECTRICAL LEGEND SYMBOL DEFINITION NOTES LIGHT 4 125V OUTLET 20 AMP SINGLE POLE SWITCH 1 LAUNDRY CIRCUIT AT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 110V OUTLET 1 WATER HEATER 4500 1 DISHWASHER 1200 I/2 of OUTLET 5000 1 DISPOSAL 110Y OUTLET WIRED TO 32328 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 SWITCH 8931 TOTAL NET GENERAL LOAD 18931 EQUIF°ED WITH GROUND FAULT 8720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA- 110Y OUTLET RR ANT 8500 GFI --- (? R� 18931 NET TOTAL HEAT 13220 WIRE 32151 6 220Y OUTLET CONNECTION WP EXTERIOR GROUND WATERPROOF R OUTLET SWITCH �(; SWITCH 3 -WAY OPER. (�4 SWITCH 4 -WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT VAPOR PROOF `Ooh LHT r RECESSED `bi CAN ICFM PER VENT. FAN 5Q. Ft. VENT. FAN ICFM PER W/LIGHT 50. FT. -a T LIGHT STRIP 4' LIGHT STRIP 4' RECESSED 2-5UL5 WRAP r� I�L—J FLUORESCENT AROUNDLIGHT _ 2' FLUORESCENT 4, FLUORESCENT 4' TRACK LIGHT ® PANEL METER SMOKE 5ATT. BACK-UP S.D. DETECTOR W/ HARDWIRE INTER- BATT. SACK -UP MOUNTED W/ HARDWIRE S SMOKE INTER - D. DETECTOR CONNECTED BATT. SACK -UP CARBON wi HARDWIRE ECR �S/CO MONOXIDE/ CON ED SMOKE DETECTOR SHALL BE A COM50 DISTANCE OF NOT LE55 THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS Q OUTLET TELEPHONE JACK wH WATER HEAT. DISCONNECT AIR. GOND. A/G DISCONNECT TELEVISION TV. JACK CEILING 55= REQUIRED TO 5E SUPPORTED J O J -BOX N ACCORDANCE / 50X MARKED AS SUCH FOR INSPECTION CEILING FAN/LIGHT CEILING 5OX REQUIRED TO DE SUPPORTED IN ACCORDANCE / BOX MARKED AS SUCH FOR NSPECTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD PUSH- FOR 4. F'B_ SUTTON CHIMES NOTES: * LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED o 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 m ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FI3C 2001,RESIDENTIAL CODE TABLE M15063) { LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE AS N.E.G. 2008 ARTICLE 300.(5) (2) ALL RECEPTACLES TO 5E TAMPER- RESISTANT TYPE OPT.— _ � — ' OPT. CARRIAGE CARRIAGE LIGHT 4 LIGHT 4 SWITCH SWITCH EL� C TRI C A L P L ANI CEILING MTD. ALIGHT TO BE NOTE: INSTALLED, ALL BRANCH CIRCUITS IN THE BEDROOMS ARE I PROVIDE J -50X TO BE PROTECTED 5Y AN ARG -FAULT FOR OPT. FAN INTERRUPTER LISTED TO PROVIDE PROTECTION OF ENTIRE BRANCH CIRCUIT LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODEV2) HOUSE PLAN: 1543 MODEL LOAD INFORMATION VA 1542 SQFT GENERAL LIGHTING 30 VA PER SQFT 4826 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 SUBTOTAL OF GENERAL LOAD 32328 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 22328 VA x .4 8931 TOTAL NET GENERAL LOAD 18931 4 TON HEAT PUMP#1 28 AMPx 240 VA= 8720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA- --- 10 KW ELECTRIC HEAT AT 857. 8500 5 KW ELECTRIC HEAT AT 66% --- NET GENERAL LOAD 18931 NET TOTAL HEAT 13220 TOTAL LOAD 32151 CALCULATED LOAD FOR SERVICE 32151 VA/240 V 134 AMP 150 AMP SERVICE NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. 150 At" -If= ELECTfRICAL iRISEfR 2' V.T.R JIB r �1 ,/2" LAVI 2"1 I 3' W C.. c1 TUS 3" o 2" V.T.R. 11/2' �� ir2l I LAV I I I LAV r12" KITCHEN SINK W/ 211 3" I AUTO VENT 3' 2" WC. 3" SHOWER 2V.T.R. ji 3 � � nWASHER 3" A.0 MAIN PLUMBING RISER DIAGRAM NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA -S 10096, REMAINDER a 35% NET LOAD: 6,lb49 VA RANGE: 12,000 m 10% 8,400 VA DRYER: 5,000 0 -1090 3500 VA TOTAL 18,849 VA NEUTRAL AMPACITY. 18,489 / 240 = 78 A *2 AL MINIMUM NEUTRAL CONDUCTOR. fi RovfDE 3 *1 CU, 1 *6 CU GNP 2" CONDUIT OR PROVIDE 02/0,4L, 1 "4 AL GNP IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) NOT TO SCALE. COMBINATION SERVICE GENERAL NOTES: DISCONNECT SWITCH AND A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL M ELECTRIC METER IN NEMA 3R ENCLOSURE COMPLY WITH APPLICABLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 150A/2P B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS MCB NOTED OTHERWISE. TELEPHONE SERVICE ENTRANCE EQUIPMENT POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 *1 GOPPER (CU) IN _ 1-1/2" DIA SCHEDULE 60 PVC CONDUIT OR PROVIDE 3 *2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED 8Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 51D. INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT 1 PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C N I T E C TS Inc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti � O N > N O o � � Lu W o 1�0 1YU O I= q Q f �(; 0 � Eti SUSDIV. & IAT: TUSCA SOUTH LOT #2006 PROJECT# 1665.054 MODIML- "1543" GARAGE SVfMGiE: LEFT PAGE: ELECTRICAL PLAN- ARCHITECT - STATE OF FLORIDA NOV 2 0/20,11 NO D - 11 29 11 SCALE: 1/4" A R C H I T E C T S Grousign P Inc. 1441 N. HUNALU HEAL ANi LONGWOOD, FL 327PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.c AA #: 0003325 ti 11 2 9 11 SCALE: 1/4)1=11-01! . SICMT 7 OFl W W � o O Lu 4 d U Q O <C = w A z u ? M 0 SUBDIV. Be LOT: TUS C A SOUTH LOT #2006 PROJECT# 1665.054 MODEL - "1543" GARAGE SWING: LEFT PAGIM MECHANICAL PLAN ARCHITECT= STATE OF FLORIDA 140V /92oll 7n DATE: 11 2 9 11 SCALE: 1/4)1=11-01! . SICMT 7 OFl 9 DR HORTON HOMES MODEL: 1543 GARAGE LEFT SUBDIVISION: DISCOVERY SERIES MARCH 2011 LOT BLOCK: PG _ of 22"-/ ■sy3[�aegaEEen�t®r �g®a s ---------------------- ®®E IIEEI®BEW� E�[�Ee3EB91tl:E®®® E® MEB3M TB9I � ®� a; -1iP3423 ' M--- 00 art ,-� �, oo ®®. - ��, ' DOOR STYLE: m®Po mm L = 18 BX------------ 1e E N PARTS: `V) 1 - UF3 WD Gd w A 5 - UF3 P; o 1 - UF342 P 2 - BTK8 PRT 4 - UM8 BLD f� CO °-' 1 - FL24 (VOIDS) -q C11 ®®1 N 4 CMS BLD --------- -- N C Cq e®i x eta rl ■® N A ®yyE 1a °� co ®ai®®�r®w®e®afaesl�efse®s�ns .00— SB ®fsesfe®e�fef e �a®v®r rwafa rflw X30"� All dimensions -size designations TIMBERLAKE Designed: 03/23/11 given are subject to verification on Designer: P. Nottbohm Printed: 03/23/11 job site and adjustment to fit job This is an original design and must conditions. T. 1.2 not be released or copied unless applicable fee has been paid or job order placed. 1543 GL KITCHEN (03-23-11) JIFLOORPLAN I Drawing #: 1 I Scale : 0 1/2" = 1' KITCHEN CABINET LAYOU DR HORTON HOMES SUBDIVISION: LOT BLOCK: MODEL: 1543 DISCOVERY SERIES PG of 60" V885434H 14UTY" 66" GARAGE LEFT MARCH 2011 OWNER'S BATH DOOR STYLE: L=1BX PARTS: 2-UF3 P 1 - BTK8 PRT 1 - UM8 BLD ®.® .®:::®:.®::®..:.......... ::® -- BATH 2 ■A3 [ 1[ 11 I EC I 1 3Yf II ■ W 111 11 u� W II 0'�®BfBI'� ■'� f f IWE IES lIf - DOOR STYLE: L=1BX U(3 PARTS: ----- VSB30 ------- 1 - UF3 WD 1 - UM8 BLD 1 - BTK8 PRT OWNER BATH//BATH #2 CABINET LAYOUT DR HORTON HOMES SUBDIVISION: LOT BLOCK: MODEL: 1543 DISCOVERY SERIES PG of 8" s W3030 W3030 30-WA&H-9R 30 -DRYER OPT LAUNDRY UPPERS DOOR STYLE: L=2BX PARTS: 2-UF3 P 1 - UM8 BLD GARAGE LEFT MARCH 2011 OPT. LAUNDRY ROOM CABINET LAYOUT A R C H 1 T E C T S ,I N. RONALD REAGAJBLVD. LONGWOOD, FL 327PH: 407-774-607FAX: 407-774-407www.abdesigngroup. AA #: 0003325 ti N a Z3 0 0 w w w -� `r LL O w to a z Q v z m 0 A � � SUEDIV at LOT: TUSCA SOUTH LOT #2006 PROJECT# 1665.054 MODEL - "1543 UARACAE SWING♦: LEFT PACE: CABINET LAYOUT L M=0000 ARCHITECT- STATE OF FLORIDA NOY L J //>R NO 72� 079 LL PRINT DATE: 11/29/11 SCALE: 1/4"=19-0))l SHEET 0 CD OFl (1) 05 REBAR VERTICALLY W/ CONC. POUR CELL R-4.2 INSULATION TEXTURED FINISH .4 a' CMU i J InGYP. W-. BD• WOOD SASE O I V6'4' 4' CONC., REINF. W/ 6-'x6' W WUM OR FISERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATMENT SHALL ME SORA -CARE 0 V(2) 1a REBAR ON CHAIRS 1 -STORY FOOTING 1 W BLOCK WALL SCALE: 4' CONC., REINF. W/ 6'xb' 010 WWM OR FIBERMESH ON 6 -MIL POLY F 4' ETHYLENE VAPOR BARRIER ON ;e► 8' WELL -COMPACTED CLEAgN TERMITE TREAT145 A4RSOV GWTRS �A-CAt� 4 THICKEN EDGE SCALE: 1/7'al'-0' m 8 4' GONG., REINF. W/ 6'x6' 010 WWM OR FIBERMESH ON 6 -MIL POLY 4' 4' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE GARAGE STEP- UP 5 NON-BEARING SCALE: 1n'=1'-0' GRADE ° a ° 4' GONG, RENF. W/ 6'x6' 010 WWM OR •f FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON oWELL-COMPACTED CLEAN TERMITE c) S. a. 4. TREATEMENT SHALL BE BORA-CARE in 4' S REBAR ON CHAIRS CONCRETE PAD WAX: POURED LINTEL CONT. (TYP.) S' CMU FILLED CELL (TYP-) ,a 2X WALL FRAMING (4) VXT' ANCHOR BOLTS or (4) 'X1' J -BOLTS MIN, 5' EMBEDMENT W/ 2'X2'XI/8' WASHER AND NUT SPACED EVENLY FROM FLOOR TO MOND SEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 1 � BLOCK WALL CONNECTION SCALE: In'•1'-0' (1) 05 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED_ MIN. ° L- 4' CONC, REINF. W/ 6'xb' 010 WWM OR d FIBERMESH ON 6 -MIL POLY ° a ETHYLENE VAPOR BARRIER ON ° ♦ •F WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE TYP. RETROFIT FOR A OMITTED DOWELS SCALE: ln'=1'-0' SECURE MT. PLATE TO BLK W/ i' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MItSL * 32' OC MAX. • e 4' CONC., REINF. W/ 6'xb' W WIAM OR FIDERNIES14 ON (P -MIL POLY E ETHYLENE VAPOR BARRIER ON F o WE GLEAN TERMITE a, 4' TREATEMENT SHALL BE SORA -CARE ,. (2) 63 REBAR ON CHAIRS 1—STORY FOOTING 2 AT L.B.W. W UPLIFT SCALE: STUDS 16' O.C. MAX 5 1/1' Is HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET IN W SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. a 32' OC MAX. / t4' 4' CONC, REINF. W/ 6'x6' 010 WIUM OR FIBERI ESH ON b -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE 4 4' TREATSMENT SHALL BE BORA-CARE (2) 45 REBAR ON CHAIRS GARAGE STEP—UP &k:f TORY L.B. W. SCALE: t I I I' RECESS FOR Sra.D. TRACK FINISH FLOOR lU •° ° (--N • ° a • a4 ° ady' 1 O SLAB AT S. G. D. SCALE: CAULK AND SEAL GAS LINE 1 }' PvC SLEEVE FOR GAS LINE 61 a' CMU 1/2' DRYWALL WOOD BASE . d. ° ,.a . • ° c .. SECURE BT. PLATE TO SLAB W/ i' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMSED. MIN. * 32' OC MAX. a 4' CONC, REINF. W/ 6'xb' 010 WIUM OR FISERMESH ON (P -MIL POLY F ETHYLENE VAPOR BARRIER ON U WELL -COMPACTED CLEAN TERMITE �4' I'-0' TREATEMENT SHALL BE BORA-CARE (3) 5 RE15AR ON CHAIRS 2—STORY FOOTING 2 AT L. B. W. SCALE: 5 IQ' * HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' m EMBED. MIN. 0 32' OC MAX. 4' CONC, WINK W/ 6'x6' "10 WWM OR FIBERMESH ON 6 --MIL POLY Z ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE 6' 4' TREATEMENT SHALL BE BORA-CARE (3) 5 REBAR ON CHAIRS GARAGE STEP—UP 6A 2—STORY L.B.W. SCALE: 1/2'=I' -O' RECESS FOR GARAGE DOOR 4' CONC., REINF. W/ 6'x6' ♦10 WLLM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (1) 05 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: In'=I'-0' SECURE BT. PLATE TO SLAB W1 10d CUT NAILS/ MASONRY NAIL * 32' O.G. MAX a. TEXTLIRJ=D FINISH e 4' GONC, REINF. W/ b'x6' •10 WIU I OR (1) 03 REBAR VERTICALLY W/ CONC. R-11 INSULATION MIN. POUR CELL FISERMESH ON 6 --MIL POLY STUDS 16' O.G. MAX w a, CMU ETHYLENE VAPOR BARRIER ON i O Z WOOD BASE WELL -COMPACTED CLEAN TERMITE TEXTURED FINISH ECURE at PLATE TO MLK W/ L TREATEMENT SHALL BE SORA -CARE U 4, 8, 4, O F EMBED. MIN. 0 32' OC MAX. a C :: ,: (2) "3 REMAR ON CHAIRS EXTENDED SLAB 1117' 1 -STORY FOOTING AT L.B. W. W NO -UPLIFT CURB HEIGHT VARIES In' RECESS FOR SERVICE DR *— 4' CONC, REINF. W/ b'x6' 010 WWM OR ° FISERMESH ON 6 -MIL POLY • a , ETHYLENE VAPOR BARRIER ON • WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE i It (2) 05 REBAR ON CHAIRS Mu SLAB AT GARAGE ►-� SERVICE DOOR SCALE: In'=r-0' 9_KLJL_m_ S I'-4' U 1—STORY FOOTING 8 AT GARAGE SCALE: TEXTLIRJ=D FINISH (1) *3 RESAR VERTICALLY W/ CONC. (1) 03 REBAR VERTICALLY W/ CONC. R-11 INSULATION MIN. POUR CELL CURB HEIGHT VARIES STUDS 16' O.G. MAX w a, CMU 1/7' GYP. WL. BD. R-4.2 INSULATION Z WOOD BASE d TEXTURED FINISH ECURE at PLATE TO MLK W/ L ETHYLENE VAPOR BARRIER ON ANCHOR BOLT W/ 2' WASHER SET IN i J WELL -COMPACTED CLEAN TERMITE SIMPSON HIGH STRENGTH EPDXY 1' O F EMBED. MIN. 0 32' OC MAX. a C Ix 4' ° a 4' C INC., REINF. W/ 6'x&' 010 WWM OR ° .< >Z FIBERMESH ON 6 -MIL POLY �. ETHYLENE VAPOR BARRIER ON ip m 4 • , 4' CONC., REINF. W/ 6'xb' W WWM OR WELL -COMPACTED CLEAN TERMITE GROUTED BOND BEAM FI15EWS514 ON b -MIL POLY TREATEMENT SHALL ME BORA-CARE ♦ ETHYLENE VAPOR BARRIER ON tt�� m 0 4' b' 4' (2) 05 RE15AR ON CHAIRS 1 -4, .• t 1 -STORY FOOTING W FRAME WALL 3 SCALES I'-4' U 1—STORY FOOTING 8 AT GARAGE SCALE: TEXTURED FINISH (1) *3 RESAR VERTICALLY W/ CONC. (1) 03 REBAR VERTICALLY W/ CONC. VARIES PER ELEV. POUR CELL CURB HEIGHT VARIES Z w a, CMU J4' R-4.2 INSULATION Z ANCHOR BOLT W/ 2' WASHER SET IN TIE VERTICAL REBAR TEXTURED FINISH � J Z ETHYLENE VAPOR BARRIER ON a'CMU i J WELL -COMPACTED CLEAN TERMITE 0 CURB HEIGHT VARIES Ix 4' ° .< >Z . ip m 4 • , 4' CONC., REINF. W/ 6'xb' W WWM OR ' GROUTED BOND BEAM FI15EWS514 ON b -MIL POLY e. ♦ ETHYLENE VAPOR BARRIER ON tt�� WELL -COMPACTED CLEANTERMITE • 4 TREATEMENTTATEMENT SHALL BE BORA-CARE .• t (2) 05 REBAR ON CHAIRS I'-4' U 1—STORY FOOTING 8 AT GARAGE SCALE: ° z � Ilk • 4' CONC., REINF. W/ 6'x6' 010 WWM OR �• . FIBERMESH ON 6 -MIL POLY • a ETHYLENE VAPOR BARRIER ON ° WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (3) 05 REBAR ON CHAIRS L4' b' b' [4-1 2 -STORY FOOTING 13W BLOCK WALL' SCALE: 1/2' r I'-0' TIE VERTICAL REPAIR TO HORIZATIONAL RESAR W/ S' HOOK -GROUTED BOND BEAM I J, V, e GAS LINE THRU BLOCK 16 2_aT 'REBAR ON CHAIRS 2 -STORY SCALE: I'=I'-0' e3) 05 IEBAR ON CHAIRS (1) 5 REBAR VERTICALLY W/ GONG. POUR CELL ° R-42 INSULATION a' CMU 1/2' GYP. ILL. BD. WOOD SASE CLEANOUT REQUIRED as 4' CONC., REINF_ W/ 6'xb' N0 WWM OR : { FOR INWECTION J Z FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON � t7 WELL -COMPACTED CLEAN TERMITE TREATED FILL ' °.. N 4 ( p ° •. ` OL 0'-0' FIN. FLR. 05 MBAR * I -STORY Z (3) 5 REBAR * 2 -STORY (1) 15 VERT- DOWEL A . a 4 .°d . •. •' a' . 6' PVC CHASE THRU FOOTING TIE VERTICAL RESAR LAPPED W/ BOND BEAM jp e e . $ _ TO HORIZATIONAL OUTSIDE REBAR TO BE (1) 05 RESAR AT CORNERS - ° <' REMAR W/ B' HOOK _ r ° • CONTINUOUS W/ 25' LAP MIN. e c ° F I -STORY F e - - -M 4' a' 4' (2) 45 REBAR ON CHAIRS in d L_4. 2 -STORY (3) W3 REBAR ON CHAIRS 2'-1' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL B REBAR LAP AT FOOTING c AT LINTEL CORNERS D W BLOCK WALL E REINFORCING SCALE: IR'=I'-0: SCALE: I/�'=1'-0' SCALE: tn'=1'-0' SCALE: In'=1'-0' ALL EXTERIOR FOOTERS AT' F'I7-TI5I-I SLAB'S TO BE MIN. 12" BELOW �J�TDIS'�'I_JRBEI� OIL TEXTURED FINISH (1) 5 REBAR VERTICALLY W/ GONG. POUR CELL a' CMU (1) 03 REBAR VERTICALLY W/ CONC. VARIES PER ELEV. STUDS 16' D.G. MAX CURB HEIGHT VARIES PaJR CELL w WOOD BASE J4' R-4.2 INSULATION Z ANCHOR BOLT W/ 2' WASHER SET IN TIE VERTICAL REBAR TEXTURED FINISH i O EMBED. MIN. * 32' OC MAX. I ETHYLENE VAPOR BARRIER ON a'CMU i J WELL -COMPACTED CLEAN TERMITE �, Ix In' GYP_ WL_ BD_ ° .< WOOD BASE ° z � Ilk • 4' CONC., REINF. W/ 6'x6' 010 WWM OR �• . FIBERMESH ON 6 -MIL POLY • a ETHYLENE VAPOR BARRIER ON ° WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (3) 05 REBAR ON CHAIRS L4' b' b' [4-1 2 -STORY FOOTING 13W BLOCK WALL' SCALE: 1/2' r I'-0' TIE VERTICAL REPAIR TO HORIZATIONAL RESAR W/ S' HOOK -GROUTED BOND BEAM I J, V, e GAS LINE THRU BLOCK 16 2_aT 'REBAR ON CHAIRS 2 -STORY SCALE: I'=I'-0' e3) 05 IEBAR ON CHAIRS (1) 5 REBAR VERTICALLY W/ GONG. POUR CELL ° R-42 INSULATION a' CMU 1/2' GYP. ILL. BD. WOOD SASE CLEANOUT REQUIRED as 4' CONC., REINF_ W/ 6'xb' N0 WWM OR : { FOR INWECTION J Z FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON � t7 WELL -COMPACTED CLEAN TERMITE TREATED FILL ' °.. N 4 ( p ° •. ` OL 0'-0' FIN. FLR. 05 MBAR * I -STORY Z (3) 5 REBAR * 2 -STORY (1) 15 VERT- DOWEL A . a 4 .°d . •. •' a' . 6' PVC CHASE THRU FOOTING TIE VERTICAL RESAR LAPPED W/ BOND BEAM jp e e . $ _ TO HORIZATIONAL OUTSIDE REBAR TO BE (1) 05 RESAR AT CORNERS - ° <' REMAR W/ B' HOOK _ r ° • CONTINUOUS W/ 25' LAP MIN. e c ° F I -STORY F e - - -M 4' a' 4' (2) 45 REBAR ON CHAIRS in d L_4. 2 -STORY (3) W3 REBAR ON CHAIRS 2'-1' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL B REBAR LAP AT FOOTING c AT LINTEL CORNERS D W BLOCK WALL E REINFORCING SCALE: IR'=I'-0: SCALE: I/�'=1'-0' SCALE: tn'=1'-0' SCALE: In'=1'-0' ALL EXTERIOR FOOTERS AT' F'I7-TI5I-I SLAB'S TO BE MIN. 12" BELOW �J�TDIS'�'I_JRBEI� OIL u�- • 4 • • . a 4' CGNC., REINF. W/ 6'x6' 010 WWM OR FIBERPESW ON 6 -MIL POLY • ETHYLENE VAPOR BARRIER ON �•A ♦ WELL -COMPACTED CLEAN TERMITE TIRSATEMENT SHALL BE BORA-CARE O 4' 6' 6' 4' (3) 05 REBAR ON CHAIRS 2 -STORY FOOTING 3 AW FRAME WALL SCALE: TEXTURED FINISH (1) 5 REBAR VERTICALLY W/ GONG. POUR CELL a' CMU R-11 INSULATION MIN. VARIES PER ELEV. STUDS 16' D.G. MAX CURB HEIGHT VARIES 1/2, GYP. WL. 150. w WOOD BASE J4' SECURE BT. PLATE TO BLK W/' CONC, REINF. W1 6'xb' 010 WWM OR ANCHOR BOLT W/ 2' WASHER SET IN TIE VERTICAL REBAR SIMPSON HIGH STRENGTH EPDXY 1' i O EMBED. MIN. * 32' OC MAX. I u�- • 4 • • . a 4' CGNC., REINF. W/ 6'x6' 010 WWM OR FIBERPESW ON 6 -MIL POLY • ETHYLENE VAPOR BARRIER ON �•A ♦ WELL -COMPACTED CLEAN TERMITE TIRSATEMENT SHALL BE BORA-CARE O 4' 6' 6' 4' (3) 05 REBAR ON CHAIRS 2 -STORY FOOTING 3 AW FRAME WALL SCALE: TL 1: 14-16' 6' 4' 2—STORY FOOTING A AT GARAGE SCALE: 1/2"■ P-0' �� NOT USED 1't GROUTED BOND BEAM (1) 5 REBAR VERTICALLY W/ GONG. POUR CELL a' CMU VARIES PER ELEV. CURB HEIGHT VARIES w J4' CONC, REINF. W1 6'xb' 010 WWM OR n TIE VERTICAL REBAR RIBERMES14 ON 6 -MIL POLY cli ETHYLENE VAPOR BARRIER ON TO HORIZATIONAL +p 0 WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE MORA -CARE {� 11� ° .< > Z W (3) 05 RESAR ON CHAIRS m L 4e . TL 1: 14-16' 6' 4' 2—STORY FOOTING A AT GARAGE SCALE: 1/2"■ P-0' �� NOT USED 1't HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE SCALE: In'=1'-0' A R C H I T E C T S Design Group„nc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 GROUTED BOND BEAM VARIES PER ELEV. . w TIE VERTICAL REBAR cli TO HORIZATIONAL REBAR W/ B' HOOK VARIES PER ELEV. W GROUTED BOND BEAM e. b . • 4 .• t w •" CLEANOUT REQUIRED w • FOR INSPECTION IL a N ° • 0'-0' FIN. FLR. Q p , °4 :' < ° TIE VERTICAL REMAR e ' .a $ TO HORIZATIONAL REBAR W/ 6' HOOK Q HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE SCALE: In'=1'-0' A R C H I T E C T S Design Group„nc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 SUDDIV. & I,,OT: TUSCA SOUTH LOT #2006 PROJECT# 1665.054 MODIMU "1543” GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT= STATE OF FLORIDA 1}012 9X071 R NO 12079 P D T3C: 11/29/11- SCAUM 1/4"=i'-0" SHEET w cli W w w O Q Q � z O 4 U \ A � LIi ti SUDDIV. & I,,OT: TUSCA SOUTH LOT #2006 PROJECT# 1665.054 MODIMU "1543” GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT= STATE OF FLORIDA 1}012 9X071 R NO 12079 P D T3C: 11/29/11- SCAUM 1/4"=i'-0" SHEET PANEL ANCHOR SEALANT 3/5"-EXPAN6ION STRIP-- FREE TRIP FREE OF MORTAR PANEL ANCHOR � n 1/4" EXP. BOLT u TWO PER ANCHOR WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN SE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND 0 .�3 PANEL ANCHOR STYLE CONSTRUCTION 0 SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. SECURE 2x6 MIN. TO BLK W/ (2) V ANCHOR BOLT W/ 2' WASHER SET IN SIMP50N HIGH STRENGTH EPDXY 4' EMBED. SIDES: 2X6 GARAGE DOOR BUCK W/ (3) ,li'XV J -BOLTS 4' EMBEDMENT MIN. W/ 25<254a WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. I -2X6 PT BLOCK * CENTER OF DOOR HEADER W/(1) VXS' J -BOLTS 4' EMBEDMENT W/ 2'X2 "As' WASHER AND NUT GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 1/2'=I'-0' $ NOT USED 0 no LINTEL PLATE 3/5" EXPANSION STRIP FREE OF MORTAR L INTEL SEALANT TO BE MIN. 1/2' DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS BLOCK NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING 6 EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL SUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2) 1-1/4' 5-4 HEX WASHER HEAD WITH ANTI -CORROSIVE COATING TIGHT TO SEND OF ANCHOR ,AND END OF SLOTTED HOLE TYPE 5 OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL RE INFORC ING MORTAR ASPHALT EMULSION O� 1-3/4" X 20 GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END W/(2)126*EA. UPRIGHT 2X4 SECURED TO GABLE ENG W/(2A2d 6'-8" O.C. L-30 GABLE BLOCKING TRU55 2x4 BLOCKING * EA. RAFTER L-30 EA. RAFTER H2B EA. RAFTER 2x4 RAFTER a 24' O.G. 2x4 FRAMING (TYP) 4 FRAMED OVERHANG N.T.S. 2X4 DBL TOP PLATE 2x4 METAL STUD 24' O.C. v 1/2' DRY WALL 2X4 16' O.G. MAX 2X4 PT. BT. PLATE F 1/2' A.B W/ M IN. T' EMBEDMENT 2' DIA. WASHER 32' O.G. MAX `y 05 RE3AR CONT. (D WOOD FRAME TO BLK. SCALE: 1/2' = I' -0' PLAN VIEW SCALE: SPARK ARREST PER MANUFACTURER IX2 PT, TOP OF BOX DBL. TOP PLATE — 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON O.S.B. SHEATHING OR;` CDX PLYWOOD PRE. ENG. TRUSS SIMPSON H-5 (MIN.) * 2x4 TO TRU55 PRE. ENG. TRUSS SP4 OR H-5 TOP PLATE TO STUDS 2'-0" ABV. 10'-0' LEVEL TO ROOF `OR 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0- SIMPSON H-5 (MIN.) a 2X4 TO TRUSS 1 CHIMNEY DETAILS PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS ,& 16' D.C. MAX SIMPSON LSTA-12 a EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS * 16" O.C. MAX W/ SHEATHING. SHEATHING TO 3E WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING -SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY a A TIME. USE 12d NAILS, TWO WITHIN b' FROM EACH END 4 NO MORE THAN 12' O.G. STAGGERED SP4 OR H5 a TOP AND BOTTOM PLATES a EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND M Q I ILII= `I'YY. EXTERIOR WINDOW/ rJ DOOR OPENING WD FRAMED NAILING SCHEC>ULE ROOF DIAPHRAGM USE '1/16' O.S.B. OR 1/1" CDX PLY WITH 08 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND "8 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE: *8 GUN NAILS a 4' O.C. EXTERIOR SHEATHING USE -1/16' O.S.B. OR 1/2" PLY WITH "S RING SHANK GUN NAILS AT 6" O.C. At PANEL 51DE5 AND *'S RING SHANK GUN NAILS 4' O.G. TOP E BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT b' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR 8d ROUNDMODIFIED 11/8' .113 110�A00 WITHIN 8' OF EACH OR T END AND 18' O.C. MAX m µ SPACING.In 106 ROUND] IODIFIED 21/5, .128 110000 OR T w TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL d TOOL A850CIATIO14 1. 0.113 INCH NOMINAL SHANK DIAMETER ROOF :SHEATHING • .i - - - E-_--�I �`� ROOF SHEATHING LAYOUT AND ENDW4LL 5RAG INS FOR GA5LE END FRAMING SECURE 2x TO BLOCK W/ (2) &" TAPCONS OR d) 4 DRIVE PIN z (MIN SHANK 51ZE .145) ' � O LU (MIN EMBED. 1 J') LU � w WITHIN 8' OF EACH END AND 18' O.C. MAX m µ SPACING.In ..... ....... 0.6$. SHEATHING OR---' CDX PLYWOOD 2x4 BLOCKS CMU WALL ARCH WINDOW FRAMEA SECTION SCALE: I/2 `=1' -0' NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR E UPLIFT (0.813. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT * OPENINGS $8 RING SHANK GW NAILS 0 4'0.C. PRE TRU° MT5- 1/16" 2X4 BTM. PLA' 32" C TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16" O.C. 1/16' 05.8. I/2' A.B. W/ MIN. I' EMBEDMENT LOCATE 6'-S' FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 8" CMU WALL KNEE WALL DETAIL 2TO BLOCK SCALE: 1/2' = I'-0' 2X4X4' SECURE TO TRUSS W/ 3-12d 6'-8' O.G. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d - SECURE TO BLK W/ META -16 0" EXT: SCALE: I/2"= I'-0' "8 RING SHANK GUN NAILS * 6' O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. t0 BE STRUCTURAL GRADE) 08 2' DECK SCREWS's 6'-8' O.G. MAX * EDGES E 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' TEG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS OPT PRE -ENG. TRUSS DBL. 2X TOP PLATE 2X BLOCKING a T TOP OF 1/16" O.S.B. 2X STUDS 16" O.G. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS m 2X4 a TOP E BOTTOM CONT. HETA-16 BLK. WALL ( CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK. TO O.S.B. O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S$. TO PROVIDE CONT. NAIL PATTERN Q REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING * TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW Q INSTALL ALL 544EET5 W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: A R C H ITECTS Design Grou p Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h d) 4 z ' � O LU 1 1< LU � w * ..... ....... PRE TRU° MT5- 1/16" 2X4 BTM. PLA' 32" C TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16" O.C. 1/16' 05.8. I/2' A.B. W/ MIN. I' EMBEDMENT LOCATE 6'-S' FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 8" CMU WALL KNEE WALL DETAIL 2TO BLOCK SCALE: 1/2' = I'-0' 2X4X4' SECURE TO TRUSS W/ 3-12d 6'-8' O.G. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d - SECURE TO BLK W/ META -16 0" EXT: SCALE: I/2"= I'-0' "8 RING SHANK GUN NAILS * 6' O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. t0 BE STRUCTURAL GRADE) 08 2' DECK SCREWS's 6'-8' O.G. MAX * EDGES E 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' TEG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS OPT PRE -ENG. TRUSS DBL. 2X TOP PLATE 2X BLOCKING a T TOP OF 1/16" O.S.B. 2X STUDS 16" O.G. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS m 2X4 a TOP E BOTTOM CONT. HETA-16 BLK. WALL ( CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK. TO O.S.B. O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S$. TO PROVIDE CONT. NAIL PATTERN Q REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING * TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW Q INSTALL ALL 544EET5 W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: A R C H ITECTS Design Grou p Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W w LU .� Q 6 z Q a U h Q sv$aiv. � L�IIDT: TUSCA SOUTH- LOT #2006 PROJIECT# 1665.054 MODEL - "1543" GA t&G3Ei STfMG: LEFT PAGIM misc. DETAILS ARCHITECT: STATE OF FLORIDA NOV /9 "Oil R NO 12079 P T 11/29/11 sCA M 1/403=11-0" $FIEffiT 4 FIBERGLASS SHINGLES 2x4 5LOCKINC3ETwEEN 2x4 SLOCKfNG�3ETwEEN OVER 015 FELT PAPER ON TRussEs AT FIRST two SAYS F15ERGLA66 SHINGLES TRUSSES AT FIRST TWO SAYS I,, D.5.5. SHEATHING OR �" 4'-0" O.C. CAT SHEATHING OVER *15 FELT PAPER ON _ 4'-0" O.C. (AT SHEATHING CDX PLYWOOD SECURED SEAMS) -10.5.5. SHEATHING OR SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED ~ PRE -ENG GABLE TRUSS PER NAILING SCHEDULE --PRE-ENG GABLE TRUSS P.T. 1x2 W/ MTL. DRIP EDGE 2x4 NAILER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2) FI5ERGLA65 SHINGLES 2x4 SUS -SAND CONT. 2x4 RAT RUN SECURED 12d's a EACH TRUSS OVER X15 FELT PAPER ON ALUM. SOFFIT��TO W/ (2)126'a e EACH TRU55 2x4 SU5-BAND TO 5E INSTALLED Q MID. POINT OF " 0.5.8. SHEATHING OR 2° STIFFBACK AT ALL UPRIGHTS 5E INSTALLED e MID, ALUM. SOFFIT TRUSS SPAN, OR 10'-0" O.G. MAX. CDX PLYWOOD SECURED OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR 5TIFF5ACK AT ALL SEE ENERGY CODE FORMS PER NAILING SCHEDULE SEALED ENG. FOR SIZE 4 101-0" O.C. MAX. UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES. CONDITION.) HIGH (SEE SEALED ENG. PRE -ENG TRUSS SEE ENERGY CODE FORMS , ,, SEE ENERGY CODE FORMS FOR SIZE 4 CONDITION.) I'GYPSUM BOARD OR 1� O.S.B. SHEATHING OR ! FOR INSULATION R -VALUES. HIGH STRENGTH CLG. FOR INSULATION R- VALUES. 16 D.s_8. SHEATHING OR BOARD MTL. DMP EDGE CDX PLYWOOD. ATTACHED " GYPSUM BOARD OR " HIGH PER NAILING SCHEDULE ON GYPSUM BOARD OR �" CDX PLYWOOD. ATTACHED 2x4 NAILER 2x4 SUS -BAND STRENGTH CLC. BOARD SHEET D5 HIGH STRENGTH CLG. PER NAILING SCHEDULE ON 2x4 ,s 24" O.G. 'a INTERIOR BOARD 5l-4EET D5 VENTED ALUM. SOFFIT CONC. FILLED LINTEL SLK 'j8' THICK 3 COAT CEMENT CONC. FILLED LINTEL 5LK-� KNEE WALL W/ (1) O5 REBAR CONTINUOUS PLASTER OVER GRADE W/ (1) 05 RE�5AR CONTINUOUS Ys THICK, 3 COAT CEMENT CONC. FILLED LINTEL BLK PRECAST LINTEL "D" FELT PAPER SACK PLASTER OVER GRADE EM5ED. STRAP VERIFY W/ METAL LATH OVER R-4.2 BATT. INSUL. "D" FELT PAPER BACK W/ (1) *5 RE5AR CONTINUOUS TRUSS PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAP PRECAST L INTELAPPRo ETA HOUSE L LATHOVER PRECAST LINTEL RAP WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS "THICK, 2 COAT CEMENT PER MANUFACTURES PAPER PER MANUFACTURES PAPER PER MANUFACTURES PLASTER APPLIED 5FECIFICATION5 WEEP SCREED SPECIFICATIONS WEEP SCREED SPECIFICATIONS DIRECTLY r0 MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) �--PRECAST SILL (1) #5 RE5AR VERTICALLY SECURE GABLE TO 2x6 F.T. (1) �"5 RE5AR VERTICALLY SECURE GABLE TO 2x6 P.T. (1) 1*5 RE5AR VERTICALLY W/ CONC. POUR CELL PLATE W/ 12d's V O.G. MAX W/ CONC. POUR CELL PLATE W/ 12d's 8" O.C. MAX W/ GONG. POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO 1x2 P.T. FURRING STRIPS 1 " D,C. I6 " O.C. Ill " BLK W/ 2"x9" ANCHOR BOLT W/ LK W/ 2 x9 ANCHOR MOLT W/ 16 O.C. S" CMU 2" WASHER SET IN SIMPSON ,� 8" CMU 2" WASHER SET IN SIMPSON S" CMU „ HIGH STRENGTH EPDXY -i HIGH STRENGTH OXY i a EP . I �� 1/2 GYP. WL. SD. EMBED. MIN. 's 32" OC MAX. 1/2 GYP. WL. SD. EMBED. MIN. @ 32" OC MAX. 1/2 GYP. WL. SD. WOOD BASE WOOD SASE WOOD BASE o° �"THICK, 2 COAT CEMENT a �"THICK, 2 COAT CEMENT e PLASTER APPLIED a PLASTER APPLIED d I d 4 - ( MAS d. d DRECT `I' L TO MASONRY 4 4 r0 MASONRY d DIRECTLYR d 4 O d O Q C d d 4 1 -STORY GABLE 1- STORY 1 -STORY GABLE W/ VAULT CLG. BLOCK WALL BLOCK WALL 1 BLOCK WALL SCALE. 3/4"=V-0" IA SCALE: 3/4"=V-0" -0 1 � SCALE: 2x4: ® 2x4: ® 2x4: CM SECURE t0 BLOCK W/SECURE t0 BLOCK W/ 3i(e' SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 N MIN. HEAD SIZE 300 MIN. EMBEDMENT 1)/4') MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 WITHIN S' OF EACH END t WITHIN S' OF EACH END < 18' O.G. MAX SPACING. IS° O.C. MAX SPACING. 18' O.C. MAX SPACING. S' CMU 2Xb: ® 2X6: ® 2X6: CECI ki' DRYWALL SECURE TO BLOCK W/1—%' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-3146' SECURE TO BLOCK W/1-1/4' NOTE: STRUCTURAL 2X MUST I'X4' OR I'X2" P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPGON5 OR DRIVE PIN BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL Ix4 P.T. OR %'X4" MIN. SECURE MIN. HEAD SIZE .300 34' TAPCON MIN. IY4' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 W6' TAPGON MIN. 1-Y4" THRU FRAME 4 EXTEND I Ya MIN. EMBEDMENT I Y4') EMBEDMENT INTO BLOCK. EMBEDMENT INTO BLOCK INTO BLOCK W/ 3146' TAPCONS MIN. EMBEDMENT I Y4 J %WTAPCON MIN. 1 Y4 MIN. EMBEDMENT I Y4 ) n 1„ OR DRIVE PIN WITHIN 8' OF EACH END 4 8` GMU WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN S' OF EACH END 4 x/16 O,S.S. OR 2 CDX (MIN. SHANK SIZE .145 18' O.C. MAX SPACING. 1S" O.C. MAX SPACING. 18' O.C. MAX SPACING. &' CMU DRYWALL S CMU' DRYWALL T'I'VEK BUILDING WRAP MIN. HEAD SIZE 300 2xa: ® 2x8: ® 2x5: MIN. EMBEDMENT 1-Y4' SECURE TO BLOCK W/2-%' 1'X4" OR 1"X2' P.T. NAILER SECURE TO BLOCK W/2-3146' %�' DRYWALL SECURE TO BLOCK W/1-1/4' I'X4' OR I'X2' P.T. NAILER WITHIN S' OF EACH END 4 18' TAPCONS OR DRIVE PIN %6' OS.B. X 4' MIN. TAPCONS OR DRIVE PIN 1'X4' OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN )W O.S.B. X 4' MIN. PAFER SACK O.G. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 GALV'D MTL. LATH DOOR CASING MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR CASING DMIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y4Y4') DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW TEXTURED WITHIN S' OF EACH END 4 ATTACH TO 2X PER WITHN S' OF EACH END 4 ATTACH TO 2X PER WITHIN S' OF EACH END 4 ATTACH TO 2X PER ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. 18" O.C. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. FINISH Q WOOD MANUFACTURES DETAILS. WOOD WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y{) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) CONSTRUCTION DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16" = z �[ A WINDOW TO BLOCK +3/4 OR +5/4 c WINDOW TO BLOCK +1-15/16)) E WINDOW TO BLOCK +3 WINDOW TO BLOCK +3-7 16 'SCALE: 1'=1'-0' SCALE: 1'=1'-0' SCALE: I"■I'-0' SCALE: $" CMU 2X4: ® 2X4: ® 2X4: ® 2X4: CM SECURE TO BLOCK W/ SECURE t0 BLOCK W/ 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. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 FINISI-I MASONRI' MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT I Y49 MIN. EMBEDMENT 04") WITHIN 8' OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN5' OF NOTE: STRUCTURAL 2X MUST EACH END 4 WITHIN S' OF EACH END 4 IS' O.C. MAX SPACING. 18' O.C. MAX SPACING. IS" O.C. MAX -SPACING. BE ON OUTSIDE 4 SECURED PACING. THROUGH NON-STRUCTURAL I8' O.G. MAX SPACING. 2X6: ® 2X6: ® 2X6: cm %6' TAPCON MIN. 1 Y4' 2X6: cm SECURE TO BLOCK W/2-3146' SECURE TO BLOCK W/2-wg,' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/1-3,46 EMBEDMENT INTO BLOCK. SECURE TO BLOCK W/1-1/4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PINF1 BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 S' CMU (MIN. SHANK 51,M.145 BE ON OUTSIDE 4 SECURED E SCREED S+ C MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 34' TAPCON MIN. 1 Y4" MIN. HEAD SIZE 300 1 ' DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL W V V MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Y¢) EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4')1X4 OR 1x2 P.T. NAILER MIN. EMBEDMENT 1 Y4') %' TAPCON MIN. 1 Y4" WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK. DETAIL � WOOD T O 15' O.G. MAX SPACING. 18' O.G. MAX SPACING. S CMU 18" O.G. MAX SPACING. 2ND 2X SECURE TO 18' O.C. MAX SPACING. 8 CMU i� DRYWALL STRUCTURAL MEMBER W/(2)12d S' GMU BLOCK CONNECTION 2X8 ® J DRYWALL 2X8: ®I'X4' OR I'X2' P.T.NAILER 2x8: ® 2X8: ®' SECURE TO BLOC�(6K W/? - SECURE TO BLOCK W/W/2-%.SECURE TO BLOCK W/2-' WITHIN 8 OF EACH END 4 6 SECURE tO BLOCK W/I-I141 DRYWALL TAPCON5 OR DRIVE PIN 1'x4 OR 1X2 P.T. NAILER TAPCONS OR DRIVE PIN 1' P.T. X 4' MIN. TAPCONS OR DRIVE PIN TO 8' O.G. MAX TAPCONS OR DRIVE PIN 1'X4' OR 1'X2' P.T. NAILER SCALE: 1 1/2"=1'-0" (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 I' P.T. x 4' MIN. MIN. HEAD SIZE 300 ----DOOR HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR CASING MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 ' ATTACH TO 2X PER ATTACH TO 2X PER ATTACH TO 2X PER WITHIN &' OF EACH END 4 MANUFACTURES DETAILS. WITHIN &' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IS' O.G. MAX SPACING. IS' O.G. MAX SPACING. IS O.C. MAX SPACING. IS' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya) 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" 0___K�_NCAYE O BLOCK +3 WINDOW TO BLOCK +3 3 4= i'-0' SCALE: I 1'-0' A R C H I T E C TS ��mmusim., _ ' %A1 vMN Inc 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngrou p.com AA #, 0003325 S UBDIV. & LOT: TUSCA SOUTH LOT #2006 PROJECT# 1665.054 MODBL- "1543" GARAGE $WING: LEFT PAGE MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITECT. STATE OF FLORIDA I'JQV 9 2011 9 1011 rslcr _i_ DATE: 11 /2 9 /11 SCALE: 1/4"=1'-0" 1 aH=T w c i~ Q O q U h A� 0 S UBDIV. & LOT: TUSCA SOUTH LOT #2006 PROJECT# 1665.054 MODBL- "1543" GARAGE $WING: LEFT PAGE MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITECT. STATE OF FLORIDA I'JQV 9 2011 9 1011 rslcr _i_ DATE: 11 /2 9 /11 SCALE: 1/4"=1'-0" 1 aH=T FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER #15 FELT PAPER ON OVER *15 FELT PAPER ON 2x4 5LOCKING 5ETWEEN -l" O.S.B. SHEATHING OR "" 1/1(o" O.S.5. SHEATHING OR TRUSSES AT FIRST TWO BAYS 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 SEE ENERGY CODE FORMS 2x4 5U5-5AND CONT. 2x4 RAT RUN SECURED MTL. DRIP EDGE �� FOR L INSULATION R -VALUES. ALUM. SOFFIT W/ (2) l2d's s EACH TRUSS 2x4 SUB-BANDGYPSUM 50ARD OR 5TIFF5ACK AT ALL VENTED ALUM. HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" SOFFIT BOARD HIGH (SEE SEALED ENG. DOU5LE TOP PLATE TWIST STRAP VERIFY W/ FOR SIZE 4 CONDITION) TRUSS PLAN SECURE 2x4 PLATE TO SEE ENERGY CODE FORMS WINDOW HEADER 5IZE3 FOR INSULATION R -VALUES. VARIES PER WINDOW WALL W/ 8"x(o" THRU-BOLTS OPENING SEE HEADER 3211 O.C. MAX THEN $ GYPSUM BOARD OR SECURE GABLE TO 2x4 5n " SPAN CHART FOR PLATE W/ 12d's S" D.C. MAX NIGH STRENGTH CLG. DETAILS WINDOW ATTACHMENT AS 1 PER MANUFACTURES OR BOARD 0 -6 -5 - SHEATHING OR SPECIFICATIONS SECURE GABLE TO DBL DOUBLE TOP PLATE CDX PLYWOOD. TOP PLATE W/ SIMPSON ATTACHED PER NAILING WINDOW SILL HTC4 a 24" O.C. MAX SCHEDULE ON SHEET D5. 2x STUDS s 16" D.C. MAX W/ WINDOOW HEADER SIZE WINDOW ATTACHMENT AS R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER �/a" THICK, 3 COAT CEMENT OPENING SEE HEADER SPAN SPECIFICATIONS PLASTER OVER GRADE" t G SUBFLDOR GLUED CHART FOR DETAILS WINDOW SILL AND NAILED AS PER �� D.S.B. SHEATHING OR "F-)" FELT PAPER BACK � i n METAL LATH OVER NAILING SCHEDULE 2x STUDS -s 1b" O.C. MAX W/ APPROVED HOUSE WRAP CDX PLYWOOD. R-11 5ATT. INSUL. MIN. OR GRADE "D ° FELT ATTACHED PER NAILING PAPER SCHEDULE ON SHEET D5 " T 4 G 5U5FLoOR GLUED NOTE: SHEATHING MUST �/a" THICK, 3 COAT CEMENT AND NAILED AS PER NOT 5REAK 1'-0" MIN. PLASTER OVER GRADE NAILING SCHEDULE FROM 2ND FLR LINE "D" FELT PAPER SACK PRE -ENG FLOOR TRUSS METAL LATH OVER 2x4 CONT. e TOP AND(INSTALL PER MFG. SPECS.) APPROVED HOUSE WRAP 5T. OF FLR TRUSS (TDP OR GRADE "D" FELT 2x4 SUPPORTS ST" GYPSUM BOARD OR PAPER PLATE OF 2ND FLR, BT. HIGH STRENGTH CLG. 2x4 f S FOR WALL BOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRUSS SHEATHING NAILER) CONC. FILLED LINTEL 5LK NOT BREAK 1 -0 MIN. (INSTALL PER MFG. SPECS.) FROM 2ND FLR LINE ' GYPSUM BOARD OF, WEEP SCREED W/ (1) #5 RE5AR CONTINUOUS a (SEE DETAIL 2A) R-4.2 BATT. INSUL. 2x4 CONT. ,@ TOP AND HIGH STRENGTH CLG. PRECAST LINTEL BT. OF FLR TRUSS (TDP 5OARD EMBED. STRAP VERIFY 2x4 SUPPORTS 5T CONC. FILLED LINTEL SLK W/ TRUSS PLAN WINDOW ATTACHMENT AS PLATE OF 2ND FLR, 5T. W/ (1) 05 RE5AR CONTINUOUS PER MANUF,4CTURES 2x4 IS FOR WALL ""THICK, 2 COAT CEMENT SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL PRECAST SILL PLASTER APPLIED WEEP SCREED WINDOW ATTACHMENT AS DIRECTLY TO MASONRY (0:05 RE5AR VERTICALLY (SEE DETAIL 2A)PER MANUFACTURER W/ CONC. POUR CELL SPECIFICATIONS 1x2 P.T. FURRING STRIPS PRECAST SILL 2—STORY a 16" O.C. EM5ED. STRAP VERIFY (1) 05 RE5AR VERTICALLY all CMU W/ TRUSS PLAN W/ CONC. POUR CELL FIRST FLOOR BLOCK SECOND 1/2 CWP. WL. 5D. THICK, 2 COAT CEMENT 1x2 P.T. FURRING STRIPS WOOD SASE PLASTER APPLIED leo" O.C. FLOOR FRAME DIRECTLY To MASONRY I a" CMu 1 SCALE: 3/4"=1'-0"_ 1/2" GYP. WL. SD. 3/4"=l'-0`2—STORY GABLE wooD BASE FIRST FLOOR °0 4 BLOCK SECOND d -0 d FLOOR FRAME1A a SCALE. 3/4"=V-0- 0.5.5. /4"=1'-0"0.5.5. SHEATHING OR CDX 2x STUDS i(o" O.C. MAX W/ PLYWOOD. ATTACHED PER R-11 5ATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS -s 16" O.C. MAX W/ 7/16" 0.5.5. OR CDX D5 R-11 BATT. INSUL. MIN. " T 4 G 5U5FLOOR GLUED TYVEK 5UILDING WRA AND NAILED AS PER g"THICK, 3 COAT CEMENT" T 4 G SUBFLOOR GLUED NAILING SCHEDULE PLASTER APPLIED TO METAL AND NAILED AS PER PAPER SACK LATH OVER 2 LAYERS OF NAILING SCHEDULE GALV'D MTL. LATH GRADE D SU ILD ING PAPER 1/5" TEXTURED OR PAPER SACKED LATH FINISH a WOOD WOOD OVER AN APPROVED HOUSE WEEP SCREED WRAP CONSTRUCTION 2x4 CONT. e TOP AND 5T. OF FLR TRUSS ( TOP 2x4 SUPPORTS 5T PLATE OF 2ND PRE -ENG FLOOR TRUSS FLR, 5T. 2x4 IS FOR WALL PRE -ENG FLOOR TRUSS S" CMU SIMPSON HETA-1(o EMBED. SHEATHING NAILER) a.J�� GYPSUM BOARD OF, 1/2' TEXTURED STRAP a 32" O.C. MAX VERIFY WEEP SCREED HIGH STRENGTH CLG. FINISH s MASONRY W/ TRUSS PLAN (SEE DETAIL 2A) BOARD 1" EMBED. STRAP VERIFY----/CONC. FILLED LINTEL SLK GYPSUM BOARD OR 2 W/ TRUSS PLAN W/ C1) #5 RE5AR CONTINUOUS HIGH STRENGTH CLG. 5OARD �"THICK, 2 COAT CEMENT PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/2 DETAIL WOOD T® PERPENDICULAR PRE ENG FLOOR TRUSS 2 LOCK CONNECTION SCALE: 3/4 =1 -0 SCALE: 1 1/2"=I'-0" A R C H I T E C T 1441 N. RONALD REAGAN e LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.a bdesign grou p.co r AA #: 0003325 i SXMDrV. & LAT: TUS C A SOUTH LOT #2006 PR"OJWT# 1665.054 MODEL: "1543" GARAGE SWING: LEFT PAGiIC: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA-, NOV 44 z019 201,1 DAA: 11/29/11 SCAT -11M 1/4"=1'-0" BHEET D4 OF1 9 N w w o � � 0 q z U ol A e SXMDrV. & LAT: TUS C A SOUTH LOT #2006 PR"OJWT# 1665.054 MODEL: "1543" GARAGE SWING: LEFT PAGiIC: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA-, NOV 44 z019 201,1 DAA: 11/29/11 SCAT -11M 1/4"=1'-0" BHEET D4 OF1 9