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2217 Tulip Valley Pt 10-891 (a)• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 5850 T.G. LEE BLVD. SUITE 600 ORLANDO, FL, 32822 TEL: (407) 850-5200 AIR CONDITIONING FAX: (407) 850-5300 ADJUSTABLE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 99 � �� 99 FOR: - www. ctrnorton,, com CBC1252212 5850 T. G. LEE BLVD. SUITE 600 ORLANDO, FL. 32822 Tel: (407) 830-5200 Fax: (407) 850-5300 DESIGN CRITERIA: DATE ABBREVIATIONS 11/3/05 D.R.I4 5ASE MODEL CI4ANGES I • FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. ABOVE LAY, GENERAL NOTES A/C AIR CONDITIONING LUM. W/2009 SUPPLEMENT ADJ. ADJUSTABLE M.C. *2007 FLORIDA FIRE PREVENTION CODE ALT. ALTERNATE MFR. MIN. • NATIONAL ELECTRICAL CODE (NEC) -, 2008 EDITION AMP. BD. AMPERAGE BOARD M.T. *ALL LOCAL AND STATE CODES CL CAB. CENTERLINE CABINET MTD. MTL. PAIR CLG. CEILING N.T.S. 6—ELECTRICAL CLR. CLEAR O.C. RISER. CONC. CONCRETE PL RETURN AIR GRILL CPT. CARPET P.B. D4—MISC. C.T. CERAMIC TILE PH. • OCCUPANCY - RESIDENTIAL, GROUP R3 D. DRYER PLT. DBL. DOUBLE PLYWD. • CONSTRUCTION TYPE - VB D.G. DUAL GLAZED PR. • MIN. INTERIOR FINISH - CLASS B DIA. DIAMETER P.T. *BASIC WIND SPEED - 120 MPH (M/S) DIM. DTSP. DIMENSION DISPOSAL R RAD. o1—STORY RESIDENCE — DP. R. DEEP R.A.G. REF. 92—STORY RESIDENCE — MAX. HEIGHT AS PER n DOWNSPOUT SHOWER LOCAL AND STATE CODES DTL' DETAIL R.O. D.W. DISHWASHER S.C. SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 EA. EACH S.D. USED FOR DESIGN INCLUDE: ELEV. ELEVATION S.H. SHT. EQ. EQUAL *CONCRETE MASONRY RESIDENTIAL EXH. EXHAUST SHTHG. O CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. F.G./FX . EXTERIOR FIXED GLASS SHWR. SIM. *AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G. FUEL GAS SL. Fes' FLR. F FLOOR SL. GL. STD. S Q. F T. C AL C. S FLUOR. FLUORESCENT SWS FR. DR. FRENCH DOOR LIVING 1542 SQ. FT. FTG. GA. FOOTING GAUGE TEMP. TM ENTRY ELEV. "A 4 u5" 14 SQ. FT. GAR. DISP. GARBAGE DISPOSAL T.O.C. G.F.T. GROUND -FAULT CiRCUiT II ENTRY ELEV. II C" II D 42 SQ. FT. T.O.S. GL. GLASS TY'. GARAGE 392 SQ. FT. GYP. BD. GYPSUM BOARD U.N.Q. H.B. HOSE BIB H.C. HOLLOW CORE V.P. TOTAL ELEV. "A" 4 "5" 1948 SQ. FT. HDR. HEADER W. HGT. OR HT HEIGHT W/ TOTAL ELEV. "C" 8 "D" 19-Iro 5Q FT INSUL. INSULATION WD. INT. INTERIOR WDW. PATIO 35 SQ. FT. W/H W.I. OPT. COV. PATIO 80 SQ. FT. REVISIONS LAVATORY DATE DESCRIPTION 11/3/05 D.R.I4 5ASE MODEL CI4ANGES LUMINOUS MEDICINE CABINET 4/20/09 R.L. REV151ONS - REMOVE "r=° 4 urn ELrEVATIONS MANUFACTURER MINIMUM METAL THRESHOLD GENERAL NOTES FLUMI:3-CUT OVERHANGS, RAISE 5RG. HG;T5. TO MOUNTED METAL PG {,j S' -VII ON „A'I 4 II5" ELEVATION5 NOT TO SCALE ON CENTER '1130/09 REMOVED FRAMING AT A/C CLOSET IN GARAGE PER LOU AVELLI 10/10/Og CHANGED A/C FLATFROM PROPERTY LINE PUSH BUTTON LOAD CALCULATIONS PG PHONE PLATE PG 3A—ELEVATION PLYWOOD PG 4A—ELEVATION PAIR PG 5AB— FRAMING PLAN "A" & "B" PRESSURE TREATED 6—ELECTRICAL PLAN Dl—FOUNDATIONFIG RISER. RADIUS D2—MISC.DETAILS ��`�E RETURN AIR GRILL D3-1—STORY WALL SECTIONS REFRIGERATOR D4—MISC. DETAILS PG D5—MISC. DETAILS ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON swroRD BUILDIto WT. CONt,STRuED TO N07 AS AUTHORITY S5GTO VIOLATE. TN4E WOR CR CANCEL, ALTER. OR SET ASIDE ANY OF TW IPS UANOE OFF, PERMIT PIREVENTDTHE E3U LSSA G DEPT FROM THEREAFTER PLANS CONSTRUC 10C TION OF ERRORS ON OR OTHER VIOLATIONS OF THE CODES' /0 49 0000 p # A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 " PH: 407-774-6078 FAX: 407-774-4078 . www.abdesigngroup.com AA #: 0003325 0w i„ oZ 0 TUSC .A P LAC E NORTH LOT 19 as t� -I aeq PROJECT# 1703.00 MODEL: ? 42` T�1 GARAGE OWING: PAGE: m COVER PAGE ARCHITECT: JA S CANTWELL NO ]2079. D : 02/11/1.0 9(VLE: 1 /4" - V - o' SHEET C I or 1-6 Q Q) uu U" INDEX OF DRAWINGS SHEET # DESCRIPTION PG C1—COVER PAGE PG GN— GENERAL NOTES PG 1—FOUNDATION PLAN PG 1A—DOWEL PLAN PG 1B— LINTEL SCHEDULE PG 1C—WIND LOAD CALCULATIONS PG 2— FIRST FLOOR PLAN PG 3A—ELEVATION "A" FRONT &REAR PG 4A—ELEVATION °A° LEFT &RIGHT PG 5AB— FRAMING PLAN "A" & "B" PG 6—ELECTRICAL PLAN Dl—FOUNDATIONFIG DETAILS PG D2—MISC.DETAILS ��`�E PG D3-1—STORY WALL SECTIONS PG D4—MISC. DETAILS PG D5—MISC. DETAILS swroRD BUILDIto WT. CONt,STRuED TO N07 AS AUTHORITY S5GTO VIOLATE. TN4E WOR CR CANCEL, ALTER. OR SET ASIDE ANY OF TW IPS UANOE OFF, PERMIT PIREVENTDTHE E3U LSSA G DEPT FROM THEREAFTER PLANS CONSTRUC 10C TION OF ERRORS ON OR OTHER VIOLATIONS OF THE CODES' /0 49 0000 p # A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 " PH: 407-774-6078 FAX: 407-774-4078 . www.abdesigngroup.com AA #: 0003325 0w i„ oZ 0 TUSC .A P LAC E NORTH LOT 19 as t� -I aeq PROJECT# 1703.00 MODEL: ? 42` T�1 GARAGE OWING: PAGE: m COVER PAGE ARCHITECT: JA S CANTWELL NO ]2079. D : 02/11/1.0 9(VLE: 1 /4" - V - o' SHEET C I or 1-6 Q Q) uu U" GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS 10.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 18 -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 Y THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318, 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 I ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/4 INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24 IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X6" - 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'/" 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, UINO. Fb =1,500 PSI Fv =175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 112" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED %" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION, 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON"STRONG-TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, a" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, Y2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR 311.2. ARCH IT ECTS_. Desi n Groun�. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 . PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUB3DIV. & LOT: TUS C A PLACE NORTH LOT 19 PROJECT# 1"703.00 MODEL: 1542" GARAGE 8 WING: LEFT PAGE: GENERAL NOTES ARCHITECT: CANTWELL- 10 12079 DA": 02/11/10 8 ALE: 1/4"=l- - 0" SHEET GNorl v ■ 411 1 CON(. SLAB. -44 1/2" 4� lm I a U1 -3 1/2F, DI O HB. � EXTEN 1 0SLAB 11/2" D1 I D) m' -Pa" ELEv. i=1N. GONG. 5LA5 ■ - r 4" CONC. REINFORCED W/6 "X6" Wi.4 X UJIA WWM N 1 OR FIBERMESP ON 6 -MIL. D1 ■ VAPOR 5ARRIER ON I WELL -COMPACTED CLEAN TERMITE TREATED FILL OR APPROVED SUBSTITUTE, Q (RECRUIT TT SYSTEM) LAV. I� 10 S/d a IL_��I ItV ®II � I ■ r-� L_� oIlz ( l L_ =� (P l J tc: pOa I -0'—----------AWA Q I I o I I 1=1N. CONC. SLAB I Q� � ■ I D II L__ J EXTEND D 4 P.V.C. zw r--� SLA511/2" 0 �q JU N I CHASE EXTEND 0 4 X 3f O T- a I SLAB 1 1/2" u� woo L— 10 1 I f � l.Ul l- . �I I� I� D 1 i p I■ 3 � 411Cj a° I - 2" STEEL ■ 2 -5 -5 1/2° m <r -2'-0 I _ PIPE I .31-111I � 50LLARD ■ 3'-611 3'-0" -mi, i—m -1 0 2 m � -3 1/2" N S I w I (p �' ( m i -41/2° 0 I- 4" ■ I CONC. I- -SLA5 _I .I I I � I■ m -1 1/2" 16'-0" 1'-4" 4'-8" 4'-a" 12'-0" 21'-4" 40'-0" FUUNDATlu"N PLAN ELEVATIONA99 8c 99B 101 -011 24"x24"x12" CONC. PAD W/ 3 -*5 BARS E.W. ON CHAIRS MIN. 3" COVER � -4 1/2" � I 4" U 1 CL 6LA5. -31/2" cove PoRcH gk 0'-m" ELEV. 1 1=1N. CONC. SLA5 I ■ I � I sae 111/2 r� I-3'- 4 S" I ■ s- — -31/2" 1 IL— a 61 -41/2" 4" CON(. SLA15 2 ELEV, 99 C 99 & 99 D 99 A/C S IMPSON W5 SECURE STRAP TO UNIT ROLL STRAP CONC. W/ (2)-3/16"X2" OR EQUAL TAP -CONS SECURE SCRAP t0 CONI. SLAB UNIT W/ C2) *axl 1/4 SPT MTL SCREWS A1C CONNECTION 20 PAD DETAIL 1441 N. RONALD REAGAJBLV6. LONGWOOD, FL 327PH: 407-774-607FAX: 407-774-407www.abdesigngrouo. AA * 0003325 SU'BTIM & IAT: TUSCA. PLACE NORTH, LOT 19, PROJECT# 1703.00 MODEIA 1542" GARAGE SWING: LEFT. PAGE: FOUNDATIO PLAN ARCHITECT: STATE OF FLORIDA U nAftE: 02/11/10. SCALE: 1/4"=1'-0" SHEET or ■ 1 Caq LAV. 1 2x6 WALL 2'-9" 411 1 CON(. SLAB. -44 1/2" 4� lm I a U1 -3 1/2F, DI O HB. � EXTEN 1 0SLAB 11/2" D1 I D) m' -Pa" ELEv. i=1N. GONG. 5LA5 ■ - r 4" CONC. REINFORCED W/6 "X6" Wi.4 X UJIA WWM N 1 OR FIBERMESP ON 6 -MIL. D1 ■ VAPOR 5ARRIER ON I WELL -COMPACTED CLEAN TERMITE TREATED FILL OR APPROVED SUBSTITUTE, Q (RECRUIT TT SYSTEM) LAV. I� 10 S/d a IL_��I ItV ®II � I ■ r-� L_� oIlz ( l L_ =� (P l J tc: pOa I -0'—----------AWA Q I I o I I 1=1N. CONC. SLAB I Q� � ■ I D II L__ J EXTEND D 4 P.V.C. zw r--� SLA511/2" 0 �q JU N I CHASE EXTEND 0 4 X 3f O T- a I SLAB 1 1/2" u� woo L— 10 1 I f � l.Ul l- . �I I� I� D 1 i p I■ 3 � 411Cj a° I - 2" STEEL ■ 2 -5 -5 1/2° m <r -2'-0 I _ PIPE I .31-111I � 50LLARD ■ 3'-611 3'-0" -mi, i—m -1 0 2 m � -3 1/2" N S I w I (p �' ( m i -41/2° 0 I- 4" ■ I CONC. I- -SLA5 _I .I I I � I■ m -1 1/2" 16'-0" 1'-4" 4'-8" 4'-a" 12'-0" 21'-4" 40'-0" FUUNDATlu"N PLAN ELEVATIONA99 8c 99B 101 -011 24"x24"x12" CONC. PAD W/ 3 -*5 BARS E.W. ON CHAIRS MIN. 3" COVER � -4 1/2" � I 4" U 1 CL 6LA5. -31/2" cove PoRcH gk 0'-m" ELEV. 1 1=1N. CONC. SLA5 I ■ I � I sae 111/2 r� I-3'- 4 S" I ■ s- — -31/2" 1 IL— a 61 -41/2" 4" CON(. SLA15 2 ELEV, 99 C 99 & 99 D 99 A/C S IMPSON W5 SECURE STRAP TO UNIT ROLL STRAP CONC. W/ (2)-3/16"X2" OR EQUAL TAP -CONS SECURE SCRAP t0 CONI. SLAB UNIT W/ C2) *axl 1/4 SPT MTL SCREWS A1C CONNECTION 20 PAD DETAIL 1441 N. RONALD REAGAJBLV6. LONGWOOD, FL 327PH: 407-774-607FAX: 407-774-407www.abdesigngrouo. AA * 0003325 SU'BTIM & IAT: TUSCA. PLACE NORTH, LOT 19, PROJECT# 1703.00 MODEIA 1542" GARAGE SWING: LEFT. PAGE: FOUNDATIO PLAN ARCHITECT: STATE OF FLORIDA U nAftE: 02/11/10. SCALE: 1/4"=1'-0" SHEET or n-aI Q11 DOWEL PLAN 99 B 99 ELEVATION " C" & "D" A R C H I T E C T 9 I� Desi n rou �nc.� 1441 N. RONALD REAGAJIBILVD. LONGWOOD, FL 327PH: 407-774-607FAX: 407-774=407www.abdesigngroup. AA #: 0003325 SUHDIV. & LOT: TUS C A. T PLACE NORTH LOT 19 PROJECT# 1'03.00 MODEL.: „1542" G"ACAE SWlk; A: LEFT PACAE: DOWEL PLAN mmmmlow ARCHITECT: STATE OF FLORIDA � g JA CANTWELL NO 12079 D ; 02/11/10 SCALE: 1/4"=1'-_7 SHEET I A OF I AD SAFE AD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U–LINTELS �*■ LINTEL NO- LENGTH GRAVITY T"I'ME 11 C D GRAVITY LATERAL TYPE LENGTH We era -me 81212-0B t6-® 0-0 4- 6-0 32-0 5128-15 W2-15 51216-15 SF20-15 SM4-18 aF25-15 OP32-15 V-10"(349 'PRECAST 2302 3166 4413 6039 9526 9004 10412 11936 3166 4413 6039 1526 9004 10412 11936 3'-6' (429 PRECAST 2302 3139 3311 4689 6001 1315 8630 9941 3166 4413 6039 1526 9004 10412 11936 *-V(489 PRECAST 2029 2325 2496 3461 4438 5410 6384 13158 2646 4413 6039 1526 9004 10412 11936 4'-6' l54") PRECAST 1651 118'1 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 9004 10412 9666 5'-4" (64') PRECAST 1184 1223 1301 1909 2311 2826 3336 3846 1665 2889 50b1 6096 5400 6424 1450 5'-10"(709 PRECAST 9-12 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 9,456 4431 5280 6122 PRECAST 931 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 8995 6890 Z'-6" (SO')PRECAST 161 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 5596 6613 5041 9'-4' (112') PRECAST 5-13 632 1049 1469 1210 1482 1154 2021 168 1212 1818 2544 3469 4030 3121 PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2051 2114 3130 2404 11'-4' 11369 PRECAST 445 598 935 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 1 40'44 12'-0"C144') PRECAST 414 545 a64 1254 1689 2014 1510 1818 555 a64 1254 1693 2211 2832 3590 13'-4' C160') PRECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1016 1438 1855 2343 7920 14'-0"C168') PRECAST 338 381 648 919 1190 1462 1091 1260 455 100 1003 1335 1114 2153 2666 14'4"(1169 PRESTRESSED N.R. NR NR NR NR NR NR NIR 465 165 1310 2045 2610 3185 311255 15'-4" (184') PRESTRESSED N.R NR NR NR NR NR NR NIR 420 695 1250 1855 2310 2890 3410 11'-4" (208")STRESSED NR NR NR NR NR NR NR NIR 310 530 950 1400 1800 2200 2600 IV -4'(2329 PRESTRESSED N.R. NR NR NR NR NR NR NIR 240 400 150 1090 1400 1120 1 2030 21'-4' (2569 PRESTRESSED N.R NR NR NR NR NR NR I NR 183 330 b10 940 1340 1180 1 2110 22'-0'(264') PRESTRESSED NRNR N.R. NR NR NR NR NR NR 160 300 510 810 1250 1660 1910 24'-0C28IS9 PRESTRESSED NR NR NR NR NR NR NR NiR 130 240 410 120 1030 1350 1610 8" PRECAST & PRESTRESSED U—LINTELS -M=WUL.0 YALue OT /711 rWK "71ff+VC •ow rirm w ROAR 8 PRECAST W/ 2" RECESS DOOR U—LINTELS LINTEL NO- LENGTH UPLIFT T"I'ME 11 C D GRAVITY LATERAL LENGTH TYPt212121818 TYPE LENC-3TH -1t 16 -It 20-1t 24-I 8-1 SF32-1T 8U8 8128 -2 16-2 0-2 4-2 28-Z aP32-2 2'-I®"C34') PRECAST4 3053 3412 18 4101 5332 6569 113 9055 2®21 2021 39810 6401 9630 3'-(o' (42') PRECAST 2114 932-0 4481 .4231 5219 6204 1192 1251 1251 53165 4125 5091 6061 1036 (489 PRECAST5 1602 9 2832 3680 4$32 5381 62454'-0' 938 938 2150 3$83 4422 $264 6110 4'-W(549 PRECAST 1660 1162 2501 3251 4010 4161 5525 121 121 1660 1105 1 2435 3111 3913 4658 5406 5'-4' l64') PRECAST 1393•11404 Sol 2110 2141 3315 4010 4648 505 505 13S311431 2000 2610 3293 3920 4549 51-10"(109 PRECAST 1212• 1 1351 1930 2505 3064 3665 4241 418 418 1212 1 1315 1815 2441 3010 3583 1 4151 6'-6' (loll) PRECAST 1141• 1200 1133 2250 2169 3290 3812 -101 881 1141 1182 1684 2192 2103 3216 3132 7'-6" (90")PRECAST 959+ SW 912 1029 1 1415 1466 1914 1901 2354 2351 2191 2191 3240 32415 591 rn5'1 9'-4' (112') PRECAST e11• 801 612 1515 Sam 1192 1269 I55m 1560 1910 1852 2211 2144 2634 454 630 10'-6"(126') PRECAST 116" 498 193 1021 1261 1496 1131 396 493 116 bit 1039 1389 1111 2034 2358 II' -4' (1361) PRECAST 666• 439 6% 899 1104 1309 1515 630 556 666 535 9m5 IZ95 1$95 1896 217'363 12'-0" C144') PRECAST 601• 400 631 816 1001 1186 1312 340 494 631 486 618 1209 1514 11-A 2086 PRECAST 500• 340 1 532 686 841 991 1153 302 398 513 409 682 1004 1361 1631 1891 14'-0"(1689 PRECAST 458• 316 493 635 198 922 1065 286 360 548 318 629 922 1254 1561 1916 14'-8" (116'1 PRESTRESSED 433 295 459 591 124 851 990 N.R. 35-f 352 582 857 1156 1491 1142 15'-4'(1849 PRES I RESSED P228 218 430 553 611 801 925 321 329 542 191 1012 1381 1616N'R' 1208")PRESTRESSE188 236 361 464 561 610 11411'-4' N.R. 255 216 449 649 814 1121 1389 19'-4' (2329 PRESTRESSED 165 1201 313 401 490 518 661 N.R. 204 165 239 383 550 136 940 1160 21'-4' (2569PRESTRESSED 145 186 218 356 433 512 590 N.R. 112 142 212 336 411 635 801 993 22'-0"(264')PRESTRESSED 140 180 268 343 418 493 568 N R 161 131 205 322 451 601 111 941 24'-0'(288') PRESTRESSED 121 165 244 312 380 441 1 515 N.R. 1 135 124 1 186 1 290 1 408 1 538 680 1 833 -M=WUL.0 YALue OT /711 rWK "71ff+VC •ow rirm w ROAR 8 PRECAST W/ 2" RECESS DOOR U—LINTELS 8" PRECAST W/ 2" RECESS DOOR U—LINTELS LINTEL NO- LENGTH UPLIFT T"I'ME 11 C D GRAVITY LATERAL TYPE TYPE LENC-3TH 8RP14-05AT -p OW10-915 SM14 IB- 9127°72- 6- B1QF31a-®D 6Rr-64T BRFI®-2 BW4-2T DWO-2T SRF22-2T AW26- aFFir-19 BRFIO-19 8W14 -I0 8711215-16 SRF22-15 OW26-0 OW30-IB 4'-4' (529 PRECAST 1489 1591 1821 3053 3412 2982 4982 3954 6412 4929 1941 5904 9416 6880 10918 4'-6' (54') PRECAST 1351 1449 2182 2114 3600 4481 5315 62164 1102 3412 4982 6412 1941 9416 10818 5'-8' (68") PRECAST 2339 832 1602 1550 2058 2566 3015 358 5 185 1153 2162 4014 6412 6516 5814 6039 PRECAST 135 119 1500 1449 1924 2490 2816 3352 1103 2051 3811 6412 6516 5450 6411 Sol 1611 2933 25'16 3223 3812 4522 622 901 1611 2933 4100 6130 6111 61101 gig 161 1311 2252 1958 2451 2944 3439 665 164 1311 2329 3609 5492 6624 5132 1132 1941 311 420 834 1253 1011 1342 1614 15186 535 928 1491 2119 2618 3595 1 2815 8" PRECAST W/ 2" RECESS DOOR U—LINTELS •I'Q-.VuG+C YALue al 17� rwm ra rAwr. -ew rISLM IQ-GAI% PATIO L— 6 _—T25 -SN L— 7 25 -SH 25 -SH EGRE55 IECxREss ECxRESS BDRM.• 3 8'-8" CLCD. BATH #2 8'-8" CLCD. 0 f- -1 FC BDRM.#2 s' -a" cLc. II r — — -1 LAUN. S' -a" --------- I I CLC% L --..—J — — BRKFST LL== —J 1H5 -SN 0 5065 S.0*.D• KIT( 8'-8" FAMILY ROOM 8'-8" CLG. I— L-----J GARAGE 8'-8" CLCx. �_H_ — — — — OWNERS SUITE 8'-8" CLCD. 0. BATH V-8" CLG. lv�l W.I.C. — J L— 4 ELEVATION 99 99 & 998 99 6-B" 5EARiNG HEIGHT THROUCzH OUT ELEVATION "A" 4 "5" LIVING ROOM/ DINING ROOM/ OPT. BEDRROOM #4 81-8,11 CLG. 35 -SH W/ ARCH TOP 10111 L-1 CAST -CREWE LINTEL SCHEDULE LINTEL NO- LENGTH UPLIFT T"I'ME 11 C D COMMENTS LATERAL TYPE Bt�b-IT BREI® -IT 818=14-1T 8F�18-IT SRF22-1T 8RF26-IT 81*30-1 8RP14-05AT Lr=ws 6Rr-64T BRFI®-2 BW4-2T DWO-2T SRF22-2T AW26- 0-2 9RU L 3 1244 1 1513 2413 3260 4112 4961 5825 SF32-15/IT W-4' (529 PRECAST 4'-61' 8F24 -05/1T 81216-05/IT L 6 4'-6" SF24-05/1T S32 932 L 1244 1519 2339 3110 4008 4850 5696 81216-015/1T L 9 1192 1501 2311 3121 3931 4156 5511 4'-6' C54") PRECAST 853 853 1192 1455 2240 1 3036 3839 4643 5453 924+ 1112 1195 2423 3055 3669 4325 924 1132 1941 2351 2918 3603. 4230 5101 5'-8' (669 PRECAST 5101 M. 1138 1142 2352 2965 3561 r2'- 10" (10') PRECAST 896 1099 1690 2288 2891 3491 469 469 918 am 1513 2042 2513 3101 %'-8' (609PRECAST 630 1100 118 956 1466 1991 2509 3035 685 691 1325 1810 2280 2153 12450 �'-6' C90') PRECAST 110 941 688 849 1302 1162 2725 2690 533• 433 am 1123 1413 1104 9'-8' (116') PRECAST 516 614 533 521 1009 1369 1128 2089 •I'Q-.VuG+C YALue al 17� rwm ra rAwr. -ew rISLM IQ-GAI% PATIO L— 6 _—T25 -SN L— 7 25 -SH 25 -SH EGRE55 IECxREss ECxRESS BDRM.• 3 8'-8" CLCD. BATH #2 8'-8" CLCD. 0 f- -1 FC BDRM.#2 s' -a" cLc. II r — — -1 LAUN. S' -a" --------- I I CLC% L --..—J — — BRKFST LL== —J 1H5 -SN 0 5065 S.0*.D• KIT( 8'-8" FAMILY ROOM 8'-8" CLG. I— L-----J GARAGE 8'-8" CLCx. �_H_ — — — — OWNERS SUITE 8'-8" CLCD. 0. BATH V-8" CLG. lv�l W.I.C. — J L— 4 ELEVATION 99 99 & 998 99 6-B" 5EARiNG HEIGHT THROUCzH OUT ELEVATION "A" 4 "5" LIVING ROOM/ DINING ROOM/ OPT. BEDRROOM #4 81-8,11 CLG. 35 -SH W/ ARCH TOP 10111 L-1 CAST -CREWE LINTEL SCHEDULE 14^S1T=4A1GT4t LINTEL SCHEDULE LINTEL NO- LENGTH T *rPE ELEV. 11,44 411511ELEV. T"I'ME 11 C D COMMENTS L 1 5'-4" ORF14-05/1T 8RP14-05AT L 2 4'-4" SRF22-05AT 8W32-05AT L 3 3'-6" 8F24-05AT SF16-05117` L 4 1`1'-4' SF24-15AT SF32-15/IT L 5 4'-61' 8F24 -05/1T 81216-05/IT L 6 4'-6" SF24-05/1T SF16-05/1T L 6'-6" SF24-05AT 5F32 -05/1T L 8 4'-6" 8F24-05AT 81216-015/1T L 9 4'-6" 8F24-05/iT 81216-051iT ORF14-05/1T SF16 -O5AT 8F16 -15AT 8%F30 -05AT SF32 -O5/1T SF32 -15AT 14^S1T=4A1GT4t LINTEL SCHEDULE LINTEL NO- LENGTH T *rPE ELEV. 11,44 411511ELEV. T"I'ME 11 C D COMMENTS L 1 5'-4" ORF14-05/1T 8RP14-05AT L 2 4'-4" SRF22-05AT 8W32-05AT L 3 3'-6" 8F24-05AT SF16-05117` L 4 1`1'-4' SF24-15AT SF32-15/IT L 5 4'-61' 8F24 -05/1T 81216-05/IT L 6 4'-6" SF24-05/1T SF16-05/1T L 6'-6" SF24-05AT 5F32 -05/1T L 8 4'-6" 8F24-05AT 81216-015/1T L 9 4'-6" 8F24-05/iT 81216-051iT l FOYER 9'-4" cLGz. II I I II �� BRKFST LIVING ROOM/ V-4' GLc. — _ —_ DINING ROOM/ OPT. BEDRROOM4 L— 2 9 -4 GLC:. L -2 1H5 -SH ENTRY CLCs. 35-5H W/ ARCH TOP l L-1 LECEVATION 99 & UT ELEVATION "C" 8 "D" SAFE LOAD TABLE NOTES /2 JR AT toP GENERAL NOT S MIN. 11J REc.I'D •�jr/21 CLEAR MATEi�iALs1. All values based on minimum 4' bearing. Exception.- Safe loads for unfilled T`rF'E DESIGNATIONI. Provide full mortar head and bed joints. lintele must be reduced by 20% if bearing length is less than 6-1/2'. I. f'c precast Iintals 3500 psi. Safe loads for all recoased lintels based on 8' nominal bearin .:U2. f'c prestressed lintels ®6000 pet.2. Shore filled lintels as required. g• r • PILLED WITH GROUT / U - UNNLLED i3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated.QUANTITY 012 *5 iZESAR At3. f'c grout ■ 3000 pet w/ maximum 3/8' aggregate. 4. Lintels are manufactured with 5-1/2' long notchas at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified.F F cp T 4. Concrete masonry units (CMU) per ASTM C90 w/ 50TTOM 012 LINTEL CAVITY X .• minimum net area compressive strength = 1900 pal. vertical call reinforcing and grouting. 4. Safe Ivads basad on grade 40 or grade 60 field mbar. '� ° GROUT 5. Rebar provided to precast lintel par ASTM A615 GR60. 5. All lintels most or exceed L/360 vertical deflection, except lintels 11'-4' and 5. Additional lateral load capacity can be obtained by the designer by providing _ ,n "� Rold mbar per ASTM A615 GR40 or GR60. longer with a nominal height of S' most or exceed L/IsO. addional reinforced masonry above the precast lintel. O� 16 15/1 z 6. i5ottom field added rebar to be located at the bottom of the lintel cavity. 6. One w -i rebar may be substituted for two "5 rabar6 in 8' 1lntale only. .p *i5 RESAR AT VITY y trend per ASTM A416 rade y T CAVITY 6. Prestressing s OF IN Pr L EL g p g steel or mechanical anchorage. 1 1/32 diameter wire stirrups are welded to the bottom F m g evaluate concentrated loads from the safe load tables b p 1. The dorsi nar may ev a low relaxation. y 110 re x on. 1. '1/32 wire per ASTM A510. S. Ca6t-in-place concrete may be provided in composite lintel in lieu of concrete masonry units. calculating the maximum reelsting moment and shear at d -away from the face of support. NOMINAL WIDTH QUANTITY OF •3 50TTOM REIIN12oRCiNG 8. Mortar per ASTM C270 type M or S. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 S. 1 -or composite lintel heights not shown, use safe load from next lower height. NOMINAL HEIGHT RE5AR AT TOP 1-5/8'ACTUAL PROVIDED IN LINTEL 93. All safe loads 1n units of pounds per linear foot. 8' NOMINAL WIDTH (VARIES) ARC HITECTS Des#in rounc 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a b d es i g n gro u p. co m AA #: 0003325 SUDDIV. & LOT -. TU s CA PLACE, NORTH LOT 19 PROJECT# 1703.00 MODEL: 1542" G'ARAG'E SWING: LEFT PAGE: LINTEL SCHEDULE (CAST—CRETE) ARCHITECT STATE OF FLORIDA DACE: 02/11/10 SCALE: 1/4"=1'=0" SKEET of �� 161 UJ f UJA Nrl' CONCRETE FRODUCT6, INC. P.O. BOX 215 ZELLWOOD, FL 32198 (401) 886-2511 1-800-654-5139 FAX 407-886-0795 L INTEL NO. LENGTH TYPE TYi=E ELEV. r4 1:3 ELEV. G 411DII COMMENTS L -I 5'-4" 8/14-5-1U/0L 8/14-5-1U/0L REc1=55ED L-2 4'-6" 8/22-5-1U/0L 8/32-6-1U/0L RECESSED L-3 3'-6' 8/24-6-1U/0L 8/16-8-IU/0L PLAIN L-4 1-1'-411 8/24-5-1UAL 8/32-5-1UAL 8/20-3-11L L-5 4'-6" 8/24-5-IU/0L 8/16-5-1U/0L PrecaN L-6 4'-6" 8/24-5-1U/0L 8/16-S-IU/0L 0000 L-11 6'-6" 8/24-5-11J/01- 8/32-5-1U/0L 2'-10' L-8 4'-ro" 8/24-5-1U/0L 8/16-8-1U/0L 10000 L-9 4'-E," 8/24-5-1U/0L 8/16-S-IU/0L 10000 PATIO 9 -- -- 9 L— 7 ESGRESS EGRESS 5068 S.C.D. BDRM. 3 OWNERS SUITE FAMILY 8'-8" CLG- 81-811 8'-8" CLG. FOYER V-4" CLG. 01 II II BRKFST _ _ LIVING ROOM/ I BATH A8 cLG 2 I I 13'-4" GLG DINING ROOM/ I I OPT. BEDRROOM #4 I 1 L— 2 9 4CLG. 0 ] 1H5 -SH L— 3 ENTRY 35-sH w/ CLG. ARCH TOP L-1 --------------- (ji:)EIIEVATION 99 C 99 & 99 D 99 -ARING HE 15E: IC-sHT THROUGH 007-- ELEVATION "c" 4 "D" BDRM. 2 oI KITCHEN 0 V-8" cLG. V/ I C41U II — — -� _LAUN. -------- CLG F ------I I I L ----- J GARAGE 6-8" CLG. L- 4 ------ ----- 16'-0"X-T'-011O.HD. FOYER I I I al -8" cLG. II I I LIVING ROOM/ DINING ROOM/ OPT. BEDRROOM #4 V-8" CLG. 0. BATH 8'-8" CLG. L- 9 25 -SH EGRESS L"_ 3 35-5H UJ/ ARCH TOP L-1 ELEVATION "A" & "B" V -S C FARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" i 8" LINTEL UPLIFT 1 •�r ��ra-'9n�C7ilr>Q"nl�Jr.>•�r� �n•r1�ra �n•rTres �n�r->'ira-�n�rrxr_�t, "®�t �i..>•� �.. ,�. , e . � .... fir':': 7� .. � . . . �f I'1 >�(,,.'r:'lam( J�rr:�l l�J�( ,• Jar I I J_f �'•]1•��:�]-7r��r , _Jaf'Il�J�(r� l�(,Ir,,1�(r Nmpkl-m No A( k1•� i ��(rl lrl J=Ld , rJl♦rrlr7. 2 r r 1 JarIl- Jam( ��17•• �aaaarr�rs�l-l-l-vat:i^�1a�L':i:i."i"'J�11'1"1'J�( '!J aY(1 �=.1•t-7"J%.'%�_(r i i;rJ�f :'ol ofd(•r:�r:•rJ�(ol'r,''rl'iJ�(rir1� �Jf ra>!'cr��rfz��as�t■�rzl%>.ati�-r+:a�r�l-.� .��>a�r,,.�,,�,i tl-.`-]��1-i xt•��(r�rj,T,l�frl'r Jr(I 1I l�rr r'r� ��(,11(_�aY1X1>•�� 1r r�tS��yw �a[1 r 7�[_SL� s[.7�1•�r�was--sxr>•s.res_a�r,;,, ��rl l�O[�� "�>I ��)c>�aaYl � .>•�-res->•SL•;.�a�-�.1� >•�� -a ��ra.~•��"r.x7 ��rxr-��wrcra�t �"t%ate ��a�� 1:wra�1= �f%>•��7=.aaKf�y��res�� a4i%�a�;;��!'if laa�•1 7%S�a�-]-S-ta�1"SZ=��rj� �-=Z;%aa11YYa•al(=751 �aCf 11>'�,{-�-ia�,ox11��'� Kira �-� �� a �r�> >• �a �rc�� J♦�(�7=7=��47�rLl�f L'r��'f=7 �l�S�la=��5-�x� ��ir��:>c]I��elf�sa� r�a•owzr^a�l-zs�a �77��._'=k�a�a�l-rr%a�'r�r� �iwx>•�.]rL�J• ��7!•tifl��:x�a�%rr%J��r �ra�Cle��C11� ✓��.'r;'��Y4'-a��i�'f'1='ra!'L1•:'Fa�'7 i=i=» ��R � ��11y��LiB�� )1•�l�rl��'CY1,� i"�L1• �7j� �•]C=� ��-Z! �=7 wa �Z�� 11�� "T x��L��i:!•�=Yk]siC=k�ETZI�f L!-� ALT-�i1 T��-1L� %A ■ Not Recommended 12" LINTEL GRAVITY 8" LINTEL GRAVITY LINTEL LINTEL SAFE LATERAL LOADS (PLF) SASE GRAVITY LOADS (PLP) Two pip Ism TOTAL8" PLF et 6/0 -6 -mL 0/12 -6 -mL 0/16 -6 -mL 0/20-6-m 6/24 -6 -mL 0/20-8-m 0/92 -S -mL LENGt tYPE PLAIN B/8 -8-I1- 8/12 -8 -IL 0/I6 -8-1L 8/20-3-11L 6/24 -6 -IL 8/28 -6 -IL 8/32-6-1L 1282 -8 -IL 2'-10' PrecaN 849 10 10000 0000 0000 100000000 51-10' 2'-10' PRECAST 6027 8491 10000 10000 10000 10000 10000 10000 00 1'-8'1 Precast 4011 9339 10000 18000 10000 10000 10000 3'-6' PRECAST 2603 4071 1009W 10000 1 10000 10000 10000 10000 4'-6' 1114 Proust 2921 6133 9515 loom 10000 10000 10000 4'-0' PRECAST 1821 2921 1853 10000 10000 10000 10000 10000 430 1 00" loom 2214 5018 71'19 WL34 10000 10000 10000 4'-b' PRECAST 1395 2214 5412 10000 10000 10000 10000 10000 250 Precast Prostrassed 2111 46160 6585 8520 10000 10000 10000 4'-5' PRECAST 1298 2111 4902 10000 10000 10000 10000 10000 M32 loom ---w22jL— 1651 3 3 6239 '1655 1 loom 9'-4' PRECAST 1006 1651 355b 643-1 1 10000 10000 loccol 10000 Precast ibis 1461 3001 5111 8558 109W 10000 10000 5'-10' PRECAST 848 1461 3001 5111 8858 10000 10000 10000 loom WNW 629 13 2M 4119 6260 1232 2440 3994 6250 81589 10000 10000 6'-6' PRECAST 110 1232 2440 3934 6250 10000 10000 1009W two I 2011 1001 1918 2942 4346 6461 loom 1009W 1-6' PRECAST 562 1001 1918 2942 4346 6461 10000 10000 6634 490 1 904 3184 975 1849 2819 4131 6070 9245 10000 1'-8' PRECAST 544 915 1649 2819 4131 6070 9245 10000 941 6'-4' 2121 916 1124 2602 3151 5030 7958 10000 8'-0' PRECAST 511 916 1124 2602 3151 5405 1958 10000 341 160 132 2 2156 312 1 4064 621 13'-4' 864 1615 2415 3444 4866 6953 10000 8'-4' PRECAST 482 864 1615 2415 3444 4810 6,30 10000 1131 1699 234f, 141 1361 1997 2168 3769 5124 -106-1 9'-4' PRECAST 411 141 1 1361 1991 2168 3169 5124 1061 45" 6'-4' 30M 636 1148 1649 223'1 2962 3883 5094 10'-6" PRECAST 349 636 1148 1649 223'1 2962 3883 5094 2689 1619 6 14 1028 146 1964 20906 33 4239 11'-4' PRECAST 315 574 1028 1465 1964 256b 3305 4239 Pretest 43" 595 950 1343 1189 2316 2951 3134 12'-0' PRECAST 292 533 950 1343 1789 2316 2951 3134 Bel 667 w 505 8981264 1594 1616 2191 2130 3426 12'-6' PRECAST 211 505 1 898 1264 1616 2151 2130 3426 ow 1161 431 464 1 822 1151 1515 1935 2425 3010 13'-4' PRECAST 255 464 822 1151 DID 1935 2425 3010 1290 1034 M2 436 769 1013 1406 1,186 2225 2141 14'-0' PRECAST 239 436 169 1013 1406 1186 2225 2141 N.R NR N.R. N.R NR N.R. 14'-8' PRESTRESSED N.R.NR 480 811 1234 141 1119 1 21M 2662 NR N.M. N.R. N.R. NR NR N.R. 15'-4' PRESTRESSED N.R. 454 165 1160 1331 1,660 2032 2459 NR N N.R. N.R. NR NR NR 11'-4' PRESTRESSED N.R. 989 652 982 1111 1319 1611 1991 NR N.R.N.R. N R. N. N.R. NR 19'-4' PREStREESSE D N.R 339 561 849 960 1 11,711 1415 1616 N NR N N N.R. N NR 20'-0 PRESTRESSED N.R. 325 543 812 911 1122 1345 1590 101111L NR N.R. N.R. N.R. NR N.R. 21'-4' PRESTRESSED N.R. 295 500 146 840 1024 1224 1441 N.R. NR N.R. NR NR NR ZZ' -m" PRESTRESSED SSEED N.R.NR 267 451 117 806 981 1171 1316 4' - 20' PSTRESSED N.R.R N.R NR NR. N.R. N.R. NR N.R. - Not RtlCOMee1a61d Nae - Not lveconno led B" LATERAL TABLE LINTEL SAFE LATERAL LOADS (PLF) Le^9 Two pip Ism SAFE GRAVITY LOADS PLF et 1900 Total 3'-6' 1t 12' 12/8-6-0L 4'-0" suet 1 12/70 -6 -OL -6 -ft 1246-8-0L 12/32-6-0Lth Plain 12/8-6-L 12/16 -6 -IL 12/20-8-L 12/26 -6 -IL 1282 -8 -IL 2'-10' PrecaN Proust 1600 2410000 Prooaet 110 1 51-10' Precast 625 k0/12-6-OL12/16-6-OL t12/24 1420 10000 1 100" 101000Pretest Retest 540 1050 7'-6' B541 440 00 1'-8'1 Precast Ioom 850 3204 6123 0000 10000 10101004'-®- 410 820 Protest Proust 9998 im 9'-4- 1 340 100001100011043%4 10'-6' 2242 IMM loom 100" 30 4'-6' 1114 Proust 215 550 15103 1203 255 510 12'-6' 1001010 T12730" I 1961 I 1"am 10000 4-5' Preuet 1 Proust 450 2156 Proust 1 210 430 1 00" loom WNW 696 3180 1211 levvy loom 100" loom logm 5'4" 165 Proust rl'-4' Prestressed 1 346 320 ' ' Prostrosssd 130 280 1239 Prostreesed 51-10" 250 Precast Prostrassed 24" 4423 22'-0' Presand loom 225 wove 1044 2206 4423 I I oom loom wow 6'4'2M NA - Not Rstomnended Proust 31"s MID 1025 M32 loom ---w22jL— 614 D 1 lledw 1'6' 39w Proust aim 1621 2821 46151 1250 S121 loom 101000 692 614 2021 4651 1260 loom loom lowy 1'-8' 10000 Precast ibis 2119 444,3 dell U62 loom wow I 610 1466 21113 4463 6821 10000 101000 wwo 5'-10' 09 Precast 12W 14610 2636 4119 1 6268 6426 loom WNW 629 13 2M 4119 6260 9604 6'-4" 3 Precast Precast 2316 3W3 4064 1 9141 ii:ocw 699018 1299 23'16 3 bud, 6421 1001009'-4' 19 Proust two I 2011 3162 4611 6 2 Imil 62 5106 114 II 162 4619 b I 10'-6' one Proust Pla 2 1669 2611 31132 6126 41 6634 490 1 904 3184 1I'-4' Protest Precast 2466 14 14 23ft MID 4431 0616 1301064 966 5676 bila 3218 9 1102 12'-0' 204S Precast 2911 941 6'-4' 2121 2 40M 5241 4161 360 1101 351 2121 2W4 49W 9241 61w 12'-b' Proust 603 1211 111 1931 132 4854 9'-4' 341 160 132 2 2156 312 1 4064 621 13'-4' 74M Protest 3510 124 5469 2621 "41 4313 5423 314 610 1209 1622 1 2921 3348 4913 5464 14'-10- 7 Proust Pretest$66 10 1131 1699 234f, wol 3951 4604 295 666 IDI 16% 2,146 3001 31151 4116 14-8' bib Proust rpli 1063 1 2181 2811,1111 3602 4151 211 616 3 1590 2101 266 45" 6'-4' 30M forecast262 442 1001 1494 2048 261 3248 3110 494 1001 1494 2040 261b 30 4716 n'-4' 2 Proust 1419 1598 202 2689 1619 6 2416 231 bll 216 1 Nae - Not lveconno led B" LATERAL TABLE LINTEL LE LINTEL SAFE LATERAL LOADS (PLF) Le^9 Two pip Ism PEI; 29F— et 1900 3650 3'-6' Precast 1300 3550 4'-0" suet 1 1010 2100 4'-6' Proust 900 r050 4-8' PrecaN 880 1600 W-4- Prooaet 110 1400 51-10' Precast 625 1200 6'-6' Retest 540 1050 7'-6' Protest 440 890 1'-8'1 Precast 430 850 8'-0" Precast 410 820 ' Proust 3w im 9'-4- Proust 340 660 10'-6' Proust 30 boo 1114 Precast 215 550 12'-0' Roust 255 510 12'-6' Precast 1 24b 490 13'-4' Preuet 1 220 450 4'-b' Proust 1 210 430 14-8' Ratrased I 110 390 .4- RatrMed 1 165 310 rl'-4' Prestressed 1 145 320 ' ' Prostrosssd 130 280 20'-0' Prostreesed 120 250 21'.4' Prostrassed 15 235 22'-0' Presand lie 225 24'0 Pratatreesed 100 200 NA - Not Rstomnended Proust LINTEL LE ::':ii:R N RC M NT1i:4:5:i?ii'rii?i:iii•ii?ifi4:i'rF'r: .::81NCH?.`:•:i':i•::::i:•121NCP.-L7:ii'.'.! i-' REINFDRCEMENT.............?"8"REINFORGENENTiit:•: i:• 2'-10" To 5'-4" 2'-10" To"" (2)#3 NONE 8'-10' To 8'-6" 8'-10" To 6'-8" (2)#4 NONE 714" m 8'd' T-" TO B'4" (2)#5 NONE 9'4" To 14'-0' 8'-4' TO 1T4" (2)#5 (2 )43 14143" To 15.4' 12/24-8-21ol 2 7118" PRESTRESSED (2)*3 Ir 4- Proust 2 7116" PRESTRESSED 2 #4 191+1" TO 22'-8' loom 0 (2)7115" PRESTRESSED 2 #5 17" I INTFI IIPI IFT NAL - Not Recommended B" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR HEADER LINTEL Total Two 1y� SAFE UPLIFT LOADS PLF e' FILLED 3'-8' Total 590 12/8 -6 -IU 1412 -e -IU 12/16 -6 -IU 1240 -6 -IU 12/24 -6 -IU 19/16.6-U 12/32 -6 -IU Length Two 12/8-6-21ol 1212-6-211 12/16-6-211 12/10-6-21,1 12/24-8-21ol 12/25-8-2U 12/37-6-2u 21-10' Proust 9643 00 100" 109M 10000 logm loom 0 10101110 loeov lievo- loom 1'-8' Proust D031 0602 1220— loom wow 1112111mv- 1650 3'-6' Proust 1242 100" --- loom Proust l000ly --- --jumv— too" at 120 3620 611114 5117 640 1210 10'-6' Precast 4--0' Precast 5" loom wow cow 100" loom Id 950 12'-6' 2124 444 Ole 1 I oom ivy" loom 4'-b' Recast 2 owe wow lociv loom WNW I Recast 350 24V 4210 ofto Is" 1 wow IV~ 4-6' Predri 3642 e02 1 100.0 1001010 020 5123 4426 5 IM2 ca36 9640 5'-4' Proust 1415 2533 39w 4650 aim 6168 1121 51-10' Protest 2421 4126 1100 9371 loom 10000 1146 nil 196 3021 4446 711 Ikew 6'-6' Precast 2020 09 5615 12W 5965 WNW loom 020 146 2010 9604 3 3 4 Precast 1621 2801 4064 18 64V 1106 5920 19 134b two 74 3041 3601 4112 1'-5' Precast 62 2114 3006 5024 one 1335 Pla 12re 111w 2245 7 108 3211 3184 W.D. Protest 1415 2466 016 4666 obn 6665 111! 1102 1516 204S 2911 3446IM 6'-4' Proust640 2241 $200 4161 44100 1" ail 1211 111 1931 22W 2652 9'-4' Protest400 4800 no 74M 3293 3510 4124 5469 044 916 11w 1466 1141 7 W-6' Pretest$66 165 1331 16110 2483 30bl 930 420 9106 bib 1 129 1453 1682 11'-4- Pr.uri 42 1120 WIM 2091 2by 30M 3642 264 466 666 1066 1261 1461 Proust 2 1419 1598 764 2689 15 Precast 231 bll 1 1 1616 2064 1 141 202 Inla r13--4- 200 1 513 66 3 919 1154 Pretest 43" T?rp 1111 1446 1102 2111 lip96 126 a" 1004 Proust Bel 667 w 12M 1599 1594 21 I4 1 6 1 The Precast 350 621 ow 1161 431 1101 I 2 136 241 i61 466 B16 666 10 6'-4' protest 3 559 3 I046 1290 1034 M2 114 1 253 1 332 412 491 610 n, 4, Prar�ri NAL - Not Recommended B" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR HEADER SAFE LATERAL LOADS (PLF) Total Two 1y� 6� PPLLAN�D e' FILLED 3'-8' Proust 590 1115 -0 Pracaet 0No 2860 4'.2- PMCdst 4w 1450 4'-4' Recast 165 1350 4-8' Praraat 415 1240 5'-8' Precast 320 950 6'4' Precast 250 160 1'-8' Proust 200 1 640 9'-8' Precast 160 1 490 12" RECESS DOOR HEADER 1ATERAL TABLE RECESS DOOR HEADER SAFE LATERAL LOADS (PLF) La�� 1y� 12' 88ED PLAN 12" REED LED 3'-8" pfwast 202b 3210 4'.01 Proust Illy 2860 4'.2- Precast 1 1650 2690 4'-4' Protest 1515 1650 4-8' Protest 1420 2290 V.D. Preca6t 1080 1150 6'4' Preceet 619 1425 1..8' Pretest 130 IW 91-8" Proust bw we 12" LATERAL TABLE I A R C H I T E C TS I Desi n rou Inc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SvBDiv. 1& LOT: TUSCA P LAC E NORTH LOT 19 PROJECT# 1"703.00 MODEL: 1542" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (WE KI WA) ARCHITECT- 4TE OF FLORIDA DATE: 02/11/10. SCALE 1/4"=1'-Qr, SHEET OF LINTEL SAFE LATERAL LOADB (PLF) Lend Type PLAIN pyo FILLED 2'-10- suet 3500 6900 3'4' Precast 2400 4T!8 4'-0- Proust ap 3980 41-6' Precast 1650 3450 4-8' Procaet 550 3200 5'4" Proud 11320 2580 SAW Proust 1160 2250 61-6' PrwAst 1000 1950 1'4' Precast 820 1650 T-6' Proust 800 1600 01.0. Proust 150 1530 - at 120 1450 9'-4' Precast 640 1210 10'-6' Precast 550 1110 11'-4' Precast b10 1000 12'-0' Precast 480 950 12'-6' Precast 460 Ole 13'-4' Proust 430 eb0 14'-0' Raxaet 400 800 14-8" PrwAet 380 160 Ib' -4' Recast 350 130 Precast 320 630 NF1. - Not Reeosmerlde>d I A R C H I T E C TS I Desi n rou Inc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SvBDiv. 1& LOT: TUSCA P LAC E NORTH LOT 19 PROJECT# 1"703.00 MODEL: 1542" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (WE KI WA) ARCHITECT- 4TE OF FLORIDA DATE: 02/11/10. SCALE 1/4"=1'-Qr, SHEET OF 25 -SH EGRESS 25 -SH EGRESS 25 -SH EGRESS ELEVATION 9999 & 99 B 99 8'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" d "B" 16' - 0 "Xi' -0 "O.H.D. WIND Lu"'AD u"ALCULATION-%l'-i COMPONENT T AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL II SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 110 MPH WIND REMARKS 120 MPH WIND 1 26 35 -SH W/ ARCH TOP 4 20.5/ -22.3 24 4/ -26 6 2 20 3068 DR 4 20.8 / -22.6 241/ -26.9 3 12 1H5 -5H 5 21.Go/ -281 25.7/ -34.2 4 112 16'-0 X -1'-0 GARAGE DR. 5 18.3/ -22.4 21.8/ -26.-1 5 I� 25-5H EGRESS 4 21.1 / -22.9 25.1/ -2-1.3 6 I-1 25 -SH EGRESS 4 21.1 / -22.9 25.1/ -2'1.3 1 34 5068 S.G.D. 4 20.2 / -22.0 24.0/ -2ro.2 8 I� 25 -SN EGRESS 4 21.1 / -22.9 25.1/ -2-1.3 g 1-1 25 -SH EGRESS 5 21.1 / -28.0 25.0/ -33.1 WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 2001 ALLOWS THE PRESSURES TO BE AVERAGED WHEN THE OPENING IS PARTIALLY LOCATED IN BOTH ZONE 4 AND ZONE 5 WIND PRESSURES ARE BASED ON WIND SPEED=12OMPH (3 SECOND GUST) IMPORTANCE FACTOR=1.0 EXPOSURE CATEGOR`I' = 5 MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED BUILDING 16'-0" -/2 -4" 11'-4" 2'-4° ZONE 5 p = +21.6 / -26.55 ZONE 4 p = +21.8 / -24.0 PERCENTAGE OF AREA WITHIN ZONE 4: A4= 11.33= 16=0.71 ft2 PERCENTAGE OF AREA WITHIN ZONE 5: A5=4.66:16=0.29f12 AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21.8 (0.9) + 21.8 (0.10) = 19.62 + 2.18 = 21.8 psf AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: p = 24.0 (0.71) + - 26,55(0.29) = -17.05 + (-7.7) = -24.75 psf. AVERAGE GARAGE DOOR PRESSURE: p=21.8/-24.8 BRUST lb' -4" GLG. 35 -SH W/ ARCH TOP 0 - ------------- ELE V ATION 99 C 99 n 99D 99 V-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" A R C H IT E C T8 04GrouDesiI Inc_ 1� , 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078, www.abdesigngroup.00m AA #: 0003325 SUSDIV. 8e LAT: TUSCA PLACE NORTH LOT 19 PROJECT# 1"703.00 MODEL: x,15 4 2 GARAGE SWING: LEFT PAGE: WIND- LOAD CALCULATIONS V I I 411 411 11 I OWNER'S DOOR BEYOND SARM 0A J cu 3-1/2" 9-1/2" 211 ELEC. OUTLET PER ELEC. CODE D5L. PLATE1 Y �m m BDRM. •4 I 8'-8" CLG- ARCH TOP EGRESS 3'-1011 QI_211 121-011 I. OPT° 13' ]E11)R00M # 4 101-011 /rI �II 91_�II / II I -- 6x6 POST I COV. PORCH -I I r I I 5068 S.G.D. ®PT. COV. PATIO S'-8" BEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "15" V-4" REARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D" m N 40'-011 121_211 141-611 131-411 31_4II 11'-0" 28" OVER HANG SGD 25 -SH EGRESS HB. PATIO 'jl��llxijl-K/" 25 -SH EGRESS 3 4- BDRM.. 3 81_SII CLG FAMILY ROOM e 0 � dJ ' � 3'-2'1 C, 1' -lm" 2' -oil 3'-0"31-511 �I_111 G� N 4-o 25 -SH EGRESS OWNERS SUITE 3'-01, 3' -SII no MODEL SPECIFICATIONS * GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED * WINDOW SILLS TO BE OPTIONAL * MASTER AND SECONDARY BATH TO RECEIVE 36" MIRROR * VANITY MIRRORS TD BE RAISED OFF BACKSPLASH * ALL DOORS ARE 6'-8" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES TO BE WALL MOUNTED 141-011 �4 —— —————— — — — — — Tll�4x4 4x4 I POST POST I — — — 1R-1SH — i BATH -. 11 C. 2 ti's I u ry CO3: N C t ,4 Q LAY. '� LAY. 0. 0 un ? - BATH =; WC. rylp �N )0 -L S' -8" CLG. `n f(1 1 III -8" 3'-101, 7I_/ II 1-41 J Ip SN-.-- BDRM.#2 1R_15H O o � EF=1�11II Iz KITCHEN I 4 -O 'S ..C. r I� a, -all CLG. O (K 8 - 8 CLG. I 51- 411 8' - 8" CLG. "� = I11 0 1 1R-1SH J — -I- N W 51-011 4 1 11 I i- 1l- I O 1 all �- �� — 10��1 S.F. L i- 4-0 I� I aA 8'N I cL�. �► I LIVING ROOM/ - - DINING ROOM/ BRKFT Q WH.112 1 �,� 0 S BICSG M.T. OPT. BEDRROOM I L Q 1 511 41-011 6 -all GLG. _j 1H5 -SH 3VX48' A�/C .�.�I(.//'-1,1 .I 11 4 ' - 0 " I M Y 8 0 61- 8 rel �n2 2 STEELI 35 -SH W/ PIPE ACCESSI 0 BOLLARD — — — — — ARCH TOP GARAGE 8'-8" CLG. I //J� 31-10" 41-G1" 31 -loll 1S I_21I 1-4" 14 0-011 g'-4 12'-011 18' -all , 211-411 �o a 1L 1L J R PLAN 8'-S" BEARING HEIGHT THROUGHOUT ELEVATION "A" 4 IIBII COVERED PATIO 14'-0"X12'-0" 8'-V GLG- am68 --------- -- COVERED PATIO (J), -8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" *V-411 BEARING HEIGHT THROUGH OUT ELEVATION "C'I 4 IID" r I i Ir BRKFST 9'-4" CLG. I ---- � Imo'/� rvvvvvvv vrvn IRCI-H•I TDP m — — — — — — — — — — — — — — EVATION 99 C 99 & 99 D 99 V-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D" o0. r. BATH 6 -all CLG. �. �- SQ.FT. CALCli SCALE: 1/4 =1' —019 owl r LIVING ENTRY ELEV. "A" ENTRY ELEV. "C" GARAGE 4 IIBII 6 IIDII 1542 14 42 392 SQ. FT. SQ. FT. SQ. FT. SQ. FT. rill TOTAL ELEV. "A" TOTAL ELEV. "GII 4 IIBII 4 IIDII 1948 1916 SQ FT SQ FT • I PATIO OPT. COV. PATIO 35 80 SQ, FT. SQ. FT. OFF BACKSPLASH * ALL DOORS ARE 6'-8" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES TO BE WALL MOUNTED 141-011 �4 —— —————— — — — — — Tll�4x4 4x4 I POST POST I — — — 1R-1SH — i BATH -. 11 C. 2 ti's I u ry CO3: N C t ,4 Q LAY. '� LAY. 0. 0 un ? - BATH =; WC. rylp �N )0 -L S' -8" CLG. `n f(1 1 III -8" 3'-101, 7I_/ II 1-41 J Ip SN-.-- BDRM.#2 1R_15H O o � EF=1�11II Iz KITCHEN I 4 -O 'S ..C. r I� a, -all CLG. O (K 8 - 8 CLG. I 51- 411 8' - 8" CLG. "� = I11 0 1 1R-1SH J — -I- N W 51-011 4 1 11 I i- 1l- I O 1 all �- �� — 10��1 S.F. L i- 4-0 I� I aA 8'N I cL�. �► I LIVING ROOM/ - - DINING ROOM/ BRKFT Q WH.112 1 �,� 0 S BICSG M.T. OPT. BEDRROOM I L Q 1 511 41-011 6 -all GLG. _j 1H5 -SH 3VX48' A�/C .�.�I(.//'-1,1 .I 11 4 ' - 0 " I M Y 8 0 61- 8 rel �n2 2 STEELI 35 -SH W/ PIPE ACCESSI 0 BOLLARD — — — — — ARCH TOP GARAGE 8'-8" CLG. I //J� 31-10" 41-G1" 31 -loll 1S I_21I 1-4" 14 0-011 g'-4 12'-011 18' -all , 211-411 �o a 1L 1L J R PLAN 8'-S" BEARING HEIGHT THROUGHOUT ELEVATION "A" 4 IIBII COVERED PATIO 14'-0"X12'-0" 8'-V GLG- am68 --------- -- COVERED PATIO (J), -8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" *V-411 BEARING HEIGHT THROUGH OUT ELEVATION "C'I 4 IID" r I i Ir BRKFST 9'-4" CLG. I ---- � Imo'/� rvvvvvvv vrvn IRCI-H•I TDP m — — — — — — — — — — — — — — EVATION 99 C 99 & 99 D 99 V-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D" A R C H I T E C T S 4Desi n Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SXMDTV. 8a LOT TUS C A . PLACE NORTH ]LO T 19 PFtOJ'ECT# 1'03.00 MODEL: »1542" GARAG30 SwING: LEFT PAGE: FLOOR PLAN" ARCHITECT. STATE OF FLORIDA l� I JAM CANTWELL o0. r. BATH 6 -all CLG. �. �- ]]ATE: 0 2 /11 /10 SCALE: 1/4 =1' —019 owl r OF 1.6 rill w • I A R C H I T E C T S 4Desi n Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SXMDTV. 8a LOT TUS C A . PLACE NORTH ]LO T 19 PFtOJ'ECT# 1'03.00 MODEL: »1542" GARAG30 SwING: LEFT PAGE: FLOOR PLAN" ARCHITECT. STATE OF FLORIDA l� I JAM CANTWELL O 12079 ]]ATE: 0 2 /11 /10 SCALE: 1/4 =1' —019 .SHEET 2 OF 1.6 1'1'-1" BUILDING &'-8" 5RG. H T. 6" SCORED BAND (TYf .) 0'-0" FIN. FLR. FRONT ELEVATION TEXTURED PINIS4 OFF RIDGE VENT OFF RIDGE VENT 5 5RG. NGT. — — — 0'-0" FIN. FLR- — — — — — — — — REAR ELEVATION TEXTURED FINle44 4D (T1'f .) 0'-0" FIN. FLR. OL 6" SCORED BAND rm KEYSTONE DETAIL Ar—ALR 3/911=1"-O" ,OPT._ COV. PORCH � cov. PORCH A R C H IT E C T S Design Group ��. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M 0003325 StmDIV'. & LOT: TUSC.A PLACE NORTH LOT 19.., PROJECT# 1"703.00 MODEL: "1542" GARAGE SWING: LEFT PAGE: ELEVATION ), B" FRONT & REAR ARCHITECT: STATE OF FLORIDA be DATE: 02/11/10 SCALE: 1 /4" =1' - 0" SHEET 3 or A ' S' -S" BRC:;. HGT. J 0'-0" FIN. FLR. &'-a" BRG. HGT. FIN, FLR. j 21-� 12 OFF RIDGE VENC 5 i J LEFT RIGHT TEXTURED FINISH TEXTURED FINISH OFF RIDGE VENT 198:111 , ! it III I'll I I►I 12 p SI -SII 5RG. HGT. 0'-0" FIN. FLR. 0'-0" FIN. FLR- 6-8" BRG- HGT. OPT. COV. PORCH LEFT SIM. r. it COV. PORCH QEF. sr. A R C H I TEC T S Design Group �n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 , SUHDIV. & IAT: T'US C A PLACE NORTH LOT 19 PROJECT# 1"703.00 MODEL: 1542" GARAGE SWING: LEFT PAGE: ELEVATION B LEFT DIGHT ARCHITECT: D : 02/11/1.0 9 ALE: 1/ 4" =1' - 0" SHEET B-) -OF I HEADER SPAN CHART CONNECTOR SCHEDULE 15'-0" TO SIMPSON STORY APPLICATION DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) loci x 11/2 1 -PLY/ (6) 16d 2 -PLY ir Z (2) 0 1985 (10) 10d x 1 1/2 I -PLY META -16 1900 (14) 16d2 -PLY V) HETA-16 1810 (9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY x 6 x 8 x 10 x 12 WETA-20 1811v (9) led x 1 1/2 I -PLY/ (8) 16d 2 -PLY (2) 2035 (10) 10d x 1 1/2 I -PLY HETA-20 2500 (12) 16d 2 -PLY NUMBER OF FULL LENGTH STUDS MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d to WOOD SIZE HGT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12EMBED), (16) 10d TO WOOD CLEAR SPAN HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN 12' EMBED), (1(p) 10d TO WOOD x 6 x 8 x 10 x 12 LTAI 1420 (12) 10d x 1-1/2' VGT 494(4 O 5/8' ATR. IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (I6) SDS 1/4' X 3' TO WOOD (2)YGT(2-PLYl3-PLY) 1185/889(4 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) 10d x 1 1/2 WTO -16 1150 (16) 10d x 1 1/2 HTS -20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 925 (10) lod LSTA-18 ++ 1235 (14) 10d y MSTA-IB ++ 1315 (14) 10d Q MSTA-24 ++ 1640 (18) 10d MSTA-36 ++ 2050 (26) 10d '-36-36 N 3800 (36) 10d x 1 1/2 MSTI-48 5065 (48) 10d 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) 10d TO BEAM (4) 10d t0 POST. 14CP2 645 (b) 10d x 1 -In' 1410 995 (16) 8d x 1 -In V) ABU 44 2200 6666 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMIBED.) IN CONC. (12) Ibd TO WOOD ABU 66 2300 12000 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED-) IN CONC. (12)lbd TO WOOD = 0 _ LTT19 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1" EMBED.) IN CONC., (8710d TO WOOD I-TT20 +++ 6625 (1) 1/2' R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMM0.) IN GONG. (2))V 1501-T TO WOOD 3610 (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (18) 10d x 11/2' TO WOOD Z HTT4 4235 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (18) 16d x 2 1/2' t0 WOOD 'd 43SO 71) 5/8' A.t.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.)' IN CONC. (26) 10d x 11/2' t0 WOOD HTT5 4610 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) Imd t0 WOOD 5 0 11 5/ IN HIG H EPDXY, .1" EMB D.) I ONC. 6 6d x I/2' To OOD 1-IHDQII-SPS 25+ 11 ,445 ((11) I''A�T.R. IN HIGH STRENGTH EPDXY, (MIN. 101* EMBED.) IN CONC., (24,5D8 4' x ' WOOD H 4 (1) 1/ ' A IN HIGHSTRENGTHE XY CMI MBEDJ IN C. (3))J* STUDLTS TO WOOD MBNA 356/1125 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. FACE, (18A0d TO BEAM 0 14USC412 (WOOD) 3240 2510 (FLOG (10) 16d TO HEADER, (10) 16d TO WOOD 3140 (ROOF) LJ 5 HUC410 (CMU) 1810 5085 I8-1/4' x 2-3/4" TITEN ( 9 PER FLANGE) TO CMU (10) 10d t0 WOOD Z a HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREAtER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SU5 TITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A 50ND95EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1" O A.T.R. - A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAK114G SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C -2V09' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW05-R', T-ANCHORSPECO1, AND ANCHORING E FASTENING SYSTEMS FOR CONCRETE s MASONRY CATALOG C-2009, MIN HEADER SPAN CHART MINIMUM WALL AND HEADER .qTTTn RFaTTTREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 15'-0" TO SINGLE STORY APPLICATION 4'-11 1/2" 1'-11 1/2° AND UP SIZE' CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-4" 5'-4" TO '11-011 1'-0" TO 10"-0" 10'-0" AND OVER TWO 5TOIR`i' ADPL I CATION DOWN STA 1 RS 3 NUMBER OF FULL LENGTH STUDS SIZE 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" 6'-4" TO V-0' S'-0" AND OVER MINIMUM WALL AND HEADER .qTTTn RFaTTTREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 15'-0" TO 81-011 U.N.O. 4'-11 1/2" 1'-11 1/2° AND UP NUMBER OF HEADER STUDS _T3 5UPF'ORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED 5Y SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE A5 FOLLOWS, UN.O: * TRU55 TO 1" IASONRY/CONCiRETE SHALL 5E META -11'o * FLOOR J016T TO MASONRY/CONCRETE SHALL 5E HETA- I( AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL_ * TRU55 TO WOOD FRAMING SHALL 5E MTS -112 3.TRU65 TO TRUSS CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED BY TizUS5 MANUFACTURER - 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAUJINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ_ ARE STANDARD UN.O ON FRAMING PLAN (o. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES Q EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 AS PER Al=A ;P1= (01, 11 R =1"'11=NTS_ " OVER 28 E HANG 6 SGD -t-� :_i 01 1 J1 SII II II II IIIT II I17 J3 ,� r r r I rI 'Ii J3 '7 7 7 l II II II II 1 J5 J5 = II II II II �— �I — — -al- (2) META -16 H7 N9 x-113 II H15 II 9--� H1577� RIDGE H19 H13 H11 I I H7B I I I I H5B ~� >F H4 - = T2A = T1L_ = Q v�— T1A 0 T2A - - 2X1 BM. - Q - T1A - - � = T2 _ T1 _ _ _ _ G 2 22"xHUC-410 W/ S-3/16' x 2' T1 � AGGESSi- i TAPCONS (4 PER EA. FLANGE) TI A( T1 = _ J1 (2) META -16 H9A I 2X10 BM TO 6X18 POST I -_ _ - I (2) M5TA-24 POST TO SLAB PIA ABU -66 �Q N, JE� =� II II II II = I CxE3 2x0 B�1 J3 J3 ' II J1 d7TAI=CON5 HUC410 < U3�(C4X10 UJ/S-3%b11X21' TAPCONS (4 2 (4 \PER FLANGE) — _ PER FLANGE) (DCOV. PORCH SOUTHERN TRUSS 03/26/09 A R C H I T E C TS Desi n ro Inc. [1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-407www.abdesigngroup AA #: 0003325 R1w q o= A SUHDIV. & LAT: TUSCA PLACE. NORTH LOT 19 PROJECT# 1"703.00 MODEL» 1542" GARAGE SW31NGt': LEFT PAGE: FRAMING PLAN E LE VAT 10 N >> A» & >> B». ARCHITECT. STATE OF FLORIDA it J DATE: 02/11/10, SCALE: 1/4"=V-10" 1 TE I w _T3 tT3 d7TAI=CON5 HUC410 < U3�(C4X10 UJ/S-3%b11X21' TAPCONS (4 2 (4 \PER FLANGE) — _ PER FLANGE) (DCOV. PORCH SOUTHERN TRUSS 03/26/09 A R C H I T E C TS Desi n ro Inc. [1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-407www.abdesigngroup AA #: 0003325 R1w q o= A SUHDIV. & LAT: TUSCA PLACE. NORTH LOT 19 PROJECT# 1"703.00 MODEL» 1542" GARAGE SW31NGt': LEFT PAGE: FRAMING PLAN E LE VAT 10 N >> A» & >> B». ARCHITECT. STATE OF FLORIDA it J DATE: 02/11/10, SCALE: 1/4"=V-10" 1 ELECTRICAL LEGEND 81'1'1501- DEFINITION NOTES d) 125V OUTLET 20 AMP 6 IIOV OUTLET C5 CKT. WIRE I/2 of OUTLET LAUNDRY/ WASHER 110V OUTLET WIRED TO 12 1500 REFRIGERATOR SWITCH 20/1 2 12 EQUIPED WITH DISHWASHER 6110V OUTLET GROUND FAULT IAM PIIRSISTANT 12 GF I DISPOSAL !T 20/1 W 12 4 WIRE MICROWAVE/ HOOD 220V OUTLET CONNECTION WP EXTERIOR GROUND FAULT GFI WATERPROOF INTERRUPTER 10 OUTLET RANGE SWITCH "1:g 6 SWITCH 3 -WAY OPER SWITCH 4 -WAY OPER 10 WALL SMALL APPLIANCES CIRCUITS MOUNTED 11,13 12 LIGHT 1538 SQ. FT. LIGHTNING/ REGEPT 6 3 WATTS CEILING LIGHT 14 THRU22 i-1 VAPOR PROOF A/C AIR HANDLER VP LIGHT 23:25 / 1 RECESSED A/C CONDENSER CAN 24:26 10 4060 I CFM PER TOTAL CONNECTED VA VENT. FAN SQ. FT. SERVICE LOAD SUMMARY VENT. FAN I CFM PER W/LIGHT SQ. FT. 2' Lld"T STRIP 35,014 10000 10,00 4,060 5,525 10,000100910 4' LIGHT STRIP HEAT UM COMPRESSOR I0090 HEAT PUMP SUPPLEMENTAL ELEC HEAT 6 °ro 0000 000 4' RECESSED 2-5UL5 WRAP FLUORESCENT L IGHT AROUND _ 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT PANEL METER SMOKE BATT. SACK -UP Ocj.D. DETECTOR W/ HARDWIRE INTER - BATT. SACK -UP MOUNTED W/ HARDWIRE SMOKS OR D. DETEC COIININEC ED SATT. SACK -UP &/CO CARBON MONOXIDE/ W/ HARDWIRE GONI�ccPED SMOKE DETECTOR SHALL Me A COM50 DISTANCE OF NOT LESS THEN 4" FROM WALL PENDANT LIGHT NATURAL GAS OUTLET . TELEPHONE JACK WH WATER HEAT. DISCONNECT [AIC COND. DISCONNECT Ty TELEVISION JACK CEILING 5OX REQUIRED TO BE SUPPORTED J O J -BOX IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING FANLIGHT REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL El SECURITY KEYPAD PUSH- FOR BUTTON CHIMES ++ LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. + ALL RECEPTACLES IN ALL HABITABLE ROOMS TO 5E ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. + GFI tv ISLAND (NOT ON KITCHEN CIRCUIT) + DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT11=5C 2001,1RESIDENTIAL CODE TA5LE M15063) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS + WIRING= METHOD SHALL BE NON METALLIC CABLE AS N.E.C. 2208 ARTICLE 300.(5) (2) ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE BDRM. 3 PRE -WIRED CLG FAN 1 Ste. ---------- BATH 2 g/00® II l� PATIO I.�UWA ROOM PRE-WIRED\\�� CLCD FAN / \ OWNERS I SUITE PRE-WIRED��\,iii CLG FAN 4\\ J i / I 1 1/2" �1 1/2" / I / 1 2 v.T.R. I SHWR r1 1/2`- �- 1 1 _ .. 1 1/2 / I 1 CsF1 KITCHEN Q I 1 \ lu ) Z W.I.C. / \J IcFI I Y PRE -WIRED 1 U-------- CLG FAN cell 1 BDRM. 2 7 T_ — -1 0� �I \ FOYElirR L i-_ J I I (LIVING ROOM/ DINING ROOM F —� LAUN. �� -__----- owl L--� / I WH ool 1 BRKFST PRE -WIRED 1 GOND. L — — J WP CLG FAN -- CxFI \ / GF PANEL P.B. FOR 42 "A.F.F/ P.B. FOR CHIMES / 2" STEEL GARAGE METER PIPE / F — — -- — --- DOOR / FIELD BOLLARD LOCf FY 36°X48" A/C I L — PLATFORM WALL MOUNTED 30" AF.F LIGHT W/SWITCH IN / �-( ATTIC / 1 KEYLESS / FIXTURE / i CLC. I OUTLET I I GARAGE / I __________________ __ 0 / -------------------- I _ 0. vBATH CsF 1 OPT.' OPT. CARRIAGE -- — — — — - — -- CARRIAGE LIGHT 4 L IGHT 4 SWITCH SWITCH / ELECTRICAL PLAN NOTE: ALL 5RANCH CIRCUITS IN THE 5EDROOMS ARE TO 5E PROTECTED 5Y AN ARC -FAULT INTERRUPTER LISTED TO PROVIDE PROTECTION OF ENTIRE BRANCH CIRCUIT \Y� I W.I.C. T PLUMBING RISER DIAGRA COPT. OWNER'S BATH -------- I ®/co PRE -WIRED 1,/,Y, -LG FAN BDRM. 4 BEDROOM MAIN M PANEL: UNIT 1,542 150A, MAIN LUG, 120/24OV, 1 PHASE, 3W LOAD INFORMATION C5 CKT. WIRE VA LAUNDRY/ WASHER 20/1 1 12 1500 REFRIGERATOR 20/1 2 12 1200 DISHWASHER 20/1 3 12 1200 DISPOSAL 20/1 4 12 500 MICROWAVE/ HOOD 20/1 5 12 1500 DRYER 30/2 6:8 10 500 RANGE 60/2 "1:g 6 1200 WATER HEATER 30/2 10:12 10 4500 SMALL APPLIANCES CIRCUITS 20/1 11,13 12 300 1538 SQ. FT. LIGHTNING/ REGEPT 6 3 WATTS 20/1 14 THRU22 12 4614 A/C AIR HANDLER 50/2 23:25 685006 A/C CONDENSER 40/2 24:26 10 4060 TOTAL CONNECTED VA 4-1,5-74 SERVICE LOAD SUMMARY DEMAND v /C LOAD 1 35,014 10000 10,00 4,060 5,525 10,000100910 RE MAIN PER NEC -220-30 () 0io HEAT UM COMPRESSOR I0090 HEAT PUMP SUPPLEMENTAL ELEC HEAT 6 °ro TOTAL LOAD VOLT 240 VA 29,59 AMPS 123 150 Ar-lf= FELFECTfRICAL Rf SSR NOTE: ALL BREAKERS SERVING 5 EDROOM RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 01 CU, 1 06 CU GND 2" CONDUIT OR PROVIDE 3 02/0 AL, 1 #4 AL GND IN 2" CONDUIT. NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICA5LE PROVISIONS OF THE 2006 COMBINATION SERVICE 150 AMP NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL DISCONNECT SWITCH AND 120/240 VOLT LOCAL POWER COMPANY REQUIREMENTS. M ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO 5. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS PANEL NOTED OTHERWISE. 150A/2 P MCB POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 #1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLE68 SERVICE 15 PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 51D. TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 06 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C H I T E C T 4- ' °UDeso n. I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 - PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE' - NORTH, LACENORTH- LCAT 19 PROJECT# 1"703.00 MODEL.- 1542" ODEL-1542" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN F ARCHITECT: TE OF FLORIDA DATE: 02/11/10 SCALMi/: 1/409-19-00' SHEET OF l tD TEXTURED FINISH TEXTURED FINISH (1) 05 REBAR VERTICALLY W1 CONC.R-11 INSULATION MX R-11 INSULATION MIN. :1 --POUR CELL STUDS 16' OAC. MAX R-4.2 INSULATION ST=6 16' D.G. MAX 1/2, GYP. WL. ED. 1/2, GYP. WL. 50. -Nr WOOD BASE TEXTURED FINISH SECURE 15T. PLATE TO 151-K W1 SECURE IST. PLATE TO SLAB W1 SECURE 5T. PLATE TO 61 -AIB W1 10d WOOD BASE Lu IL ANCHOR BOLT W1 2' WASHER SET IN ANGHaR BOLT W1 21 WASHER SET IN SECURE BT. PLATE To BLK W1 SECURE 5T. PLATE To BLK LLV -q Lu alcmu r CUT NAILS/ MASONRY NAIL 32' Or- ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 11 SIMPSON HIGH STRENGTH EPDXY 11 MAX ANCHOR BOLT Wl 2' WASHER SET IN 1/2' GYP. WL. 50. EMBED. MIN. 32' OC. MAX. EMBED. MIN. 32' OC MAX. SrIlIPSON kIG14 STRENGTH EPDXY I' SIMPSON HIGH STRENGTH EPDXY I' co l77 O WOOD BASE W-ImeD. MIN. • 321 Or, MAX. EMBED. MIN. * 321 OC MAX. b 1 4 41 CONC, REINF. W/ (P'xdp" 010 WIlM OR 440 UALIM OR 41 CONC, REINF. W/ 6'x6' 010 ULM OR 4' CONC., REINF. W1 6'xb Mo ULM OR 41 GONG, REINF. W1 6'xb' 010 UALIM OR 41 CONC, REINF. W1 Ep'xib rIBERMeak ON a -MIL POLY 4' CONC, REINF. W1 6'xb" 019) WIM OR ON 6 -MIL POLY FI5ERMmSW ON 6 -MIL POLY FI5ERM%SI4 ON 6 -MIL POLY F159R*MB14 ON ro-tlrll- POLY FIBEIRMEBW ON 6 -MIL POLY FIDERMESH ETHYLENE VAPOR BARRIER ON ETHYLENE VAPOR BARRIER ON ETHYLENE VAPOR BARRIER ON x ETHYLENE VAPOR BARRIER ON ETHYLENE VAPOR BARRIER ON 4 WELL -COMPACTED CLEAN TERMITE ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE I TREATED FILL TREATED FILL WELL -COMPACTED CLEAN TERMITE TREATED FILL TREATED FILL TIMATED FILL TREATED FILL 14' zw z (2) wo REBAR ON CHAIRS (S) 45 MBAR ON CHAIRS (2) S REBAR ON CHAIRS &' 4" �4 (3) #5 REBAR ON CHAIRS f� (2) S REBAR ON CHAINS (2) 09 REBAR ON CHAIRS 1'-4- I- STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING 1 -STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING G�y' FRAME W BLOCK WALL AT L. B. W. (WZ UPLIFTA AT L.B.W. W NO -UPLIFT I/2°=1' -(d" v WALL sc:ALr SCALE; 1/2'-1'-0' SCALE: 1/2'al'-0' sr 2 SCALE: 1/2" -I' -C' /R 1 2 4% REBAR VERTICALLY W1 CIONC, (1) ds REBAR VERTICALLY POUR CELL W1 CONC. POUR CELL 51 CMU. STUDS 161 OZ. MAX a, CMU Z CURB HEIGHT VARIES 4' CONC, REINF. Wl 6'x6' 5 1/21 e HEAD OF GARAGE 5 1/21 HEAD OF GARAGE 9 0- IL � Iq q 41 CONC, REINF. W/ &,Xbl mc ujill OR #10/10 ULM OR rl5mRmr=sw ON NT VARIES WITH SLOPE VARIES WITH SLOPE 7 _j r[DERMESH ON 6 -MIL POLY O 4- b -MIL POLY ETHYLENE VAPOR iq ETHYLENE VAPOR BARRIER ON BARRIER ON WELL -COMPACTED SECURE BT. PLATE TO SLAB W1 SECURE 5T. PLATE To BLAB W/ WELL -COMPACTED CLEAN TERMITE tj CLEAN TERMITE TREATI!:0 FILL ANCHOR BOLT W/ 2' WASHER SET IN ANCHOR BOLT W1 2' WASHER SET IN EXTENDED SLAB 1 1/2' CURB HEIGHT VARIES CURB HEIGHT VARIES (1) 05 REBAR ON CHAIRS Lu SIMPOON HIC-04 STRENGTH EPDXY I' SIMPSON HIGH STRENGTH EPDXY -1' 1/21 RECESS FOR SERVICE DR TREATED FILL - THICKEN EDGE % EMBED. MIN. 0 32' Or- MAX, EMBED. MIN. 32' OC MAX. 14 d) 111 z z !3)'"5 REBAR ON CHAIRS 41 CONC., REINF. W1 6'xb"MO WWM OR 41 CONC, Wn%P. W1 6'x6' 010 ULM OR 4' CONC, REINF. W1 6'x6' MV WiUM OR 4 2 41 CONC, REINF. W1 6"x6" 010 UALM OR FIBER -66H ON 6 -MIL POLY FIBERMSH ON 6 -MIL POLY - FIMERME&4 ON 6 -MIL POLY F15ERMESW ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON -■ I s ETHYLENE VAPOR 15ARRIER ON V ETHYLENE VAPOR BARRIER ON ETHYLENE VAPOR BARRIER ON m 1p WELL -COMPACTED CLEAN TERMITE y WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE it 11. 1 a TREATED FILL A" r6o' ro' 4" 4 TREATED FILL TREATED FILL L4' 8'... 4' TREATED FILL Z W 1,4" 6' 6' [44 4' CONC., REINF. W1 6'xb 010 ULM OR (3) -5 IREBAR ON C14AIRS z W (2) 05 REBAR ON CHAIRS (2) 415 IRE15AR ON CHAIRS FIBERMESH ON 6 -MIL 1-01-Y (2) 45 REBAR ON CHAIRS 4' 4' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP SLAB AT GARAGE 1 -STORY FOOTING 2 -STORY FOOTING NON-BEARING I -STORY L.B.W.RVICE DOOR 8 AT GARAGE A AT GARAGE 7 SCALE: 1/2' -l' -C' SCALE. 1/2"al'-O' /2 -'-0 2-S 0 YL.B.W.W SCALE - 5 6 6�� 5 ALP I/2"=1' -(IJ' (1) Ob REBAR VERTICALLY W1 CONC. POUR CELL R"42 INSULATION TEXTURED FINISH 7 41- ui = a, CMU RSCF-88 FOR Zl. 1/2' GYP. WL. BID. GARAGE DOOR ✓ WOOD BASE GRADE 441 r 6. 1" RECE89 FOR 41 CONC, REINF. W1 6'xe' VIC UALIM OR ;5 41 CONC, REINF. W1 6'x6' 410 UAUM OR 41 CONC, REINF. W1 6'x6' 010 ULM OR S.G.D. TRACK FIBENMESH ON 6 -MIL POLY j FIDERMESH ON go -MIL POLY FIDERMES" ON 6 -MIL 1-01-Y FINISH FLOOR ETHYLENE VAPOR BARRIER ON BARRIER ON 7111'=A d) L."'• ETHYLENE VAPOR 5. �4� ETHYLENE VAPOR BARRIER ON Lul I WELL COMPACTED CLEAN TERMITE 'I /t- .. I �l W WELL -COMPACTED CLEAN TERMITE w . . 4 TREATED FILL L WELL -COMPACTED CLEAN TERMITE 4. TREATED FILL TREATED FILL (1) N5 REBAR ON CHAIRS (a) wi REBAR ON CHAIRS 0 4 2'-0' S REBAR ON CHAIRS 7A 0 44. 4 2 -STORY FOOTING (� CONCRETE PAD SLAB AT S. G. D. 12 SBL 10 14 NOT USED SCALE:11 CALOFI/2 =I -fa CAULK AND SEAL GAS LINE I j- PVC SLEEVE FOR GAS LINE a, CMU GROUTED BOND BEAM 04 1/2, DRYWALL VARIES MR ELEV. WOOD BASE j, 0--0' FIN. FLR. TIE VERTICAL REBAR /* —0. TO HORIZATIONAL TIE VERTICAL REBAR ,f 4REBAR W1 8' HOOK To HORIZATIONAL L POURED LINTEL CONT. (TYP.) GROUTED BOND BEAM REBAR W1 8' HOOK POURED LINTEL CONT. (TYP.) VARIES MR ELEV. VARIES PER ELEV. FILLED CELL (TYP.) CMU F ............. FIRE -CAST HDR SIDES: WALL FRAMING /* 2X6 GARAGE DOOR BUCK W/ (3) X'XS' GROUTED BOND BEAM J -BOLTS 11 EMBEDMENT MIN. W1 2'X2'Xy& mhwl ANCHOR BOLTS or (3,h'X6' S' ammu FILLED WASHER AND NUT SPACED EVENLY FROM J -BOLTS MIN. 11 EMBEDMENT W/ 2'>c2'Xl/&' CHASE TkRU FOOTING CELL (TYP.) FLOOR TO GARAGE DOOR HDR. N JOINTS -ROM PRIOR To FILLING. WASHER AND NUT SPACED EVENLY r FLOOR To BOND BEAM. SET IN JOINTS 1 -STOP- I I-2Xrb PT 5Lor-K a CENTER OF DOOR PRIOR TO FILLING. (SLEEVED ANCHOR IN (2) S REBAR ON CHAIRS HEADER W/(I))i'X&'J-50LTS 90 SOLID POUR ACCEPTABLE RE IT) 2 -STORY EMBEDMENT W1 2IX2'XY&* WASHER AND NUT (3) MBAR ON CHAIRS GARAGE DOOR INFO EXT. /INT. FRAME WALL TO 15 BGALE: I/Z'■i'-0' 1 BLOCK WALL CONNECTION (1) 45 REBAR VERTICALLY W1 CONC. POUR CELL R-42 INSULATION S' cmu 1/2, GYP. WL. BID. A WOOD BABE -CLEANOUT REQUIRED CLEANOUT REFIRED 41 CONC, REM. ilJ/ (P')tb* 010 WWM OR INSPECTION INSPECTION ul FII5rmRMEbH ON 6 -MIL POLY ropi iNam ;OR 2! a (° ETHYLENE VAPOR BARRIER ON - WELL -COMPACTED CLEAN TERMITE 01-01 FIN. FLIR. TREATED FILL 01-01 FIN FLR. (1) 'S REBAR SET IN SIMPSON HIGH 7� STRENGTH rapoxY 11 EMBED. MIN. (2) 05 REBAR 0 I -STORY (3) 45 R95AR a 2-5TORY (1) w2 VERT. DOWEL -TIE VERTICAL R515AR -TIE VERTICAL MBAR LAPPED &I FK/C CHASE THRU FOOLING TO WORIZATIONAL TO NARRATIONAL W1 BOND BEAM MBAR Wl 8' HOOK 49 REBAR W/ S' HOOK 4 4 �_OUTSIDE REBAR TO BE (1) 5 REBAR AT CORNERS CONTINUOUS P MIN. W/ 2151 LA 4 A. A . A ... i— it 4' CONC, REINF. W1 (P'x6 $90 WWM OR 44. 4 I -STORY E 4 14 FIBER MESH ON 6 -MIL POLY -Moll 0 (2) 05 REBAR ON CHAIRS Z_ 0 0 -STORY ETHYLENE VAPOR BARRIER ON PL -04 L 2 OMPACTED CLEAN TERMITE I L WgLL_C (3)15 REBAR ON CHAIRS TREATED FILL I t2'- I' MIN. LAI' PIPE THROUGH HORIZONTAL VERTICAL TYP. RETROFIT FOR TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL REINFORCING AT tz OMIT Awi Z:4- C V4' r _ =RM 115r THY 4Lr- F AP FILL 4" 4 S W13A V4 (D2v— @X_�24 1/2 we .14 4 L 4 t"4 f 0 "14'61 W 4' 44 4 W' @Y�SCGARAGE Lj=. A c AT LINTEL CORNERS W BLOCK WALL REINFORCING BEARING wAL L%��R DOWELS L �S SCALE: 1/2*m1'-0" D E SCALE- 1/2'-1 -0' _IkLIT,_R El 1_, 0 W T -T ID I S rr _LT lz T=t IF, ]ED 's T AT F -'j W I S I -I S L, 13 S rr 0 13 MIT_ TsT. 12" OIL, A R C N I T E C T 9 Fn Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750, PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 StmD LOT: TUSCA PLACE. NORTH LOT 19 P]FtOZECT# 1703.00 MODEL: 1542 GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS SECTIONS r_ARCHITECT: STATE OF FLORIDA D 02/11/lQ SCALE: 1/4"=l'—O" SHEET OF 10 PANEL ANCHOR SEALANT SEALANT 3/8 -EXPANSION STRIP -- FREE OF MORTAR PANEL ANCHOR 1/4" EXP. 5OLT TWO PER ANCHOR WALL FRAME SHOWN HERE - FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND f� 0 �I PANEL ANCHOR STYLE CONSTRUCTION SECURE 2x6 MIN. t0 BLK W/ (2)14' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 6' EMBED. IN101 D SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. 0 I�_SIDES: 2X6 GARAGE DOOR BUCK W/ (3) p 14"x8' J -BOLTS 1' EMBEDMENT MIN. W/ 2'X2'XYe WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR tO FILLING. 1-2X6 PT BLOCK a CENTER OF DOOR HEADER W/(1) y'X8' J -BOLTS 6' EMBEDMENT W/ 2'X2'56s' WASHER AND NUT GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 1/2'-V-0" 8 NOT USED W 0 LINTEL PLATE 3/8" EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO BE MIN. 1/2" DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS BLOCK NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING 4e EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2) 1-1/4' 5-4 HEX WASHER HEAD WITH ANTI -CORROSIVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE TYPE S OR N MORTAR 1/4" MIN. 1/2' MAX. PANEL REINFORCING MORTAR ASPHALT EMULSION OO 1-3/4" X 20 GAUGE X 24" LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END W/(2)12oloEA. UPRIGHT 2X4 SECURED t0 GABLE ENCS W/(2)12d O.G. L-30 GABLE BLOCKING TRUSS 2x4 BLOCKING a EA. RAFTER L-30 EA. RAFTER H2.5 EA. RAFTER 2x4 RAFTER a 24' O.C. 2x4 FRAMING (TYP) 4 FRAMED OVERHANG N.t.S. ZX4 DBL TOP PLATE 2x4 METAL STUD 24" D.G. 1/2" DRY WALL 2X4 16' O.G. MAX 2X4 Pt. BT. PLATE 1/2' A.8 W/ MIN. I' EMBEDMENT 2' DIA. WASHER 32' O.G. MAX ' *5 REI3AR CONT. 9 WOOD FRAME TO BLK. SCALE: 1/2'-1'-0' SPARK ARREST PER MANUFACTURER IX2 PT. TOP OF BOX — DBL. TOP PLATE 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON 0.5.B. SHEATHING OR }' COX PLYWOOD PRE. ENCS. TRUSS g-ELA IEW SCALE: SIMPSON H-5 (MIN.) a 2X4 t0 TRUSS PRE. ENCS. TRU55 SP4 OR H-5 TOP PLATE TO STUDS "-0" ABV. 10"-0' LEvEL t0 ROOF )R 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0' 2A SIMPSON H-5 (MIN.) a 2x4 To TRUSS 1 CHIMNEY DETAILS SCALE: 1/2'=V-0" PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS 0 16' O.C. MAX SIMPSON LSTA-12 a EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS is 16" O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J" OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY Q A TIME. USE 12d NAILS, TWO WITHIN 6" 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 t0 TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE TYP. EXTERIOR WINDOW/ 5 DOOR OPENING WD FRAMED SCALE: 1/2"-V-01 NAILING SCHEOUL._E ROOF DIAPHRAGM USE 1/16' O.S.B. OR 1/2" CDX PLY WITH *S RING SHANK GUN NAILS AT 4' O.G. AT SUPPORTED PANEL EDCsE5 AND *8 RING SHANK GUN NAILS AT 6' O.G. At INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS a 4' O -G. EXTERIOR SHEATHING USE 7/16" O.S.B. OR 1/2" PLY WITH *8 RING SHANK GUN NAILS AT 6' O.G. AT PANEL 51DES AND *8 RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND *8 RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER N,41 L REaU Ifi' E IENT5 SIZE HEAD LENGTH DIA. TENSILE STIR 8d ROUND,100IFIED 1 1/8' .113 110,000 OR T 800014 OPENING lOd ROUND,MODIFIED 21/8' .128 1-10,000 ocD 0 OR T TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE.. NAILS TD BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL 4 TOOL ASSOCIATION 1 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2 RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5.2 INGH NAIL LENGTH ROOF SHEATHING; LAr'OUT AND ENDWALL BRACING FOR r-;;,45LI=- END FR,4`-lIN6; ■VIII SECURE 2x TO BLOCK W/ (2) I' TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) E 3= (MIN MBD. 1 4") WITHIN 8' OF EACH Q END AND 18' D.G. MAX SPACING. m O.S.B. SHEATHING OR--*' CDX PLYWOOD \,-2x4 BLOCKS CMU WALL 0 6 ARCH WINDOW FRAME A SECTION NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (0.5$. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT OPENINGS K GUN NAILS A 4' Or 8 RING SHAN TOP 4 SOTTOM Et*ES N . Q N N PRE TRUI MTS - 2X4 BTM. PLA' 32,8 PRE TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. 1/16" 06.5. 1/2' A.B. W/ MIN. "I" EMBEDMENT LOCATE 6"-8" FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 6' CMU WALL KNEE WALL DETAIL 2 TO BLOCK 2X4X4' SECURE t0 TRUSS W/ 3-12d 6"-8" O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-126 SECURE TO BLK W/ META -16 2'-0" EXTI SCALE: 1/2"=1'-0' C # 8 RING SHANK GUN NAILS 6" O.C. INFIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.5.8. TO BE STRUCTURAL GRADE) *8 2' DECK SCREWS (o"-8" O.G. MAX m EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED ' SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T 4 SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS RE PRE -ENG. tRLISB DBL. 2X TOP PLATE 2X BLOCKING 0 TOP OF O.S.B. 2X STUDS 16' O.C. MAX. 2X BTM. PLATE Q 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2x4 o TOP 4 BOTTOM CONT. HETA-16 BLK. WALL 00 O CONTINUOUS+ SHEATHING TO BEGIN AT TOP OF SLK W/ 1/4' GAP FROM E5LK. TO O.S.B. O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING a TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW tJ5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/2' =1' - O' A R C H IT S C TS Desr.,Grou 1441 N. RONALD REAGAJBLVD, LONGWOOD, FL 327 PH: 407-774-607 FAX: 407-774=407 www.abdesigngroup. AA #: 0003325 SU33DIV. LOT. TUSCA P LAC ]E NORTH LOT 19 PROJECT# 1703.00 3110DEL: 1542" GARAGE SWI3dG: LEFT PACE: misc. DETAILS (-ARCHITECT STATE OF FLORIDA' D 02/11/10 S ALE: 1/4"-'V-0 SHEET OF f. D lo PRECAST L 800014 OPENING ocD 0 PRECAST SILL ■VIII SECURE 2x TO BLOCK W/ (2) I' TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) E 3= (MIN MBD. 1 4") WITHIN 8' OF EACH Q END AND 18' D.G. MAX SPACING. m O.S.B. SHEATHING OR--*' CDX PLYWOOD \,-2x4 BLOCKS CMU WALL 0 6 ARCH WINDOW FRAME A SECTION NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (0.5$. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT OPENINGS K GUN NAILS A 4' Or 8 RING SHAN TOP 4 SOTTOM Et*ES N . Q N N PRE TRUI MTS - 2X4 BTM. PLA' 32,8 PRE TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. 1/16" 06.5. 1/2' A.B. W/ MIN. "I" EMBEDMENT LOCATE 6"-8" FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 6' CMU WALL KNEE WALL DETAIL 2 TO BLOCK 2X4X4' SECURE t0 TRUSS W/ 3-12d 6"-8" O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-126 SECURE TO BLK W/ META -16 2'-0" EXTI SCALE: 1/2"=1'-0' C # 8 RING SHANK GUN NAILS 6" O.C. INFIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.5.8. TO BE STRUCTURAL GRADE) *8 2' DECK SCREWS (o"-8" O.G. MAX m EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED ' SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T 4 SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS RE PRE -ENG. tRLISB DBL. 2X TOP PLATE 2X BLOCKING 0 TOP OF O.S.B. 2X STUDS 16' O.C. MAX. 2X BTM. PLATE Q 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2x4 o TOP 4 BOTTOM CONT. HETA-16 BLK. WALL 00 O CONTINUOUS+ SHEATHING TO BEGIN AT TOP OF SLK W/ 1/4' GAP FROM E5LK. TO O.S.B. O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING a TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW tJ5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/2' =1' - O' A R C H IT S C TS Desr.,Grou 1441 N. RONALD REAGAJBLVD, LONGWOOD, FL 327 PH: 407-774-607 FAX: 407-774=407 www.abdesigngroup. AA #: 0003325 SU33DIV. LOT. TUSCA P LAC ]E NORTH LOT 19 PROJECT# 1703.00 3110DEL: 1542" GARAGE SWI3dG: LEFT PACE: misc. DETAILS (-ARCHITECT STATE OF FLORIDA' D 02/11/10 S ALE: 1/4"-'V-0 SHEET OF f. D SECURE 2x TO BLOCK W/ (2) I' TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) E 3= (MIN MBD. 1 4") WITHIN 8' OF EACH Q END AND 18' D.G. MAX SPACING. m O.S.B. SHEATHING OR--*' CDX PLYWOOD \,-2x4 BLOCKS CMU WALL 0 6 ARCH WINDOW FRAME A SECTION NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (0.5$. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT OPENINGS K GUN NAILS A 4' Or 8 RING SHAN TOP 4 SOTTOM Et*ES N . Q N N PRE TRUI MTS - 2X4 BTM. PLA' 32,8 PRE TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. 1/16" 06.5. 1/2' A.B. W/ MIN. "I" EMBEDMENT LOCATE 6"-8" FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 6' CMU WALL KNEE WALL DETAIL 2 TO BLOCK 2X4X4' SECURE t0 TRUSS W/ 3-12d 6"-8" O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-126 SECURE TO BLK W/ META -16 2'-0" EXTI SCALE: 1/2"=1'-0' C # 8 RING SHANK GUN NAILS 6" O.C. INFIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.5.8. TO BE STRUCTURAL GRADE) *8 2' DECK SCREWS (o"-8" O.G. MAX m EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED ' SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T 4 SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS RE PRE -ENG. tRLISB DBL. 2X TOP PLATE 2X BLOCKING 0 TOP OF O.S.B. 2X STUDS 16' O.C. MAX. 2X BTM. PLATE Q 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2x4 o TOP 4 BOTTOM CONT. HETA-16 BLK. WALL 00 O CONTINUOUS+ SHEATHING TO BEGIN AT TOP OF SLK W/ 1/4' GAP FROM E5LK. TO O.S.B. O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING a TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW tJ5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/2' =1' - O' A R C H IT S C TS Desr.,Grou 1441 N. RONALD REAGAJBLVD, LONGWOOD, FL 327 PH: 407-774-607 FAX: 407-774=407 www.abdesigngroup. AA #: 0003325 SU33DIV. LOT. TUSCA P LAC ]E NORTH LOT 19 PROJECT# 1703.00 3110DEL: 1542" GARAGE SWI3dG: LEFT PACE: misc. DETAILS (-ARCHITECT STATE OF FLORIDA' D 02/11/10 S ALE: 1/4"-'V-0 SHEET OF f. D FIBERGLASS SHINGLES OVER 1115 FELT PAPER ON Z" 0.5.8. SHEATHING OR 2" CDX PL"'WOOD SECURED PER NAILING SCHEDULE PRE -ENG TRU55 MTL. DRIP EDGE 2x4 SUB -BAND VENTED ALUM. 50FFIT EMBED. STRAP VERIFI' W/ TRU55 PLAN 2"THICK, 2 COAT CEMENT PLASTER APPLIED D IRECTLI' TO MASONRI' WOOD CONSTRUCTION i I i i II I it i iI i I ' i Wry SEE ENERG`r CODE FORMS :OR INSULATION R -VALUES. " G`1'P5UM BOARD OR 2" HIGH STRENGTH CLG. BOARD :OHC. FILLED LINTEL BLK I/ (1) 05 REBAR CONTINUOUS 'RECAST LINTEL 1%-4.2 BATT. INSUL. IINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECA5T SILL (1) S REBAR VERTICALL"r W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS 16 " O.C. all CMU 1/2" G"rP. WL. SD. WOOD BASE 1 -STORY BLOCK WALL SCALE: 3/4"=V-0" 1/fro" O.S.R. OR 2" GDX .T1'VEK BUILDING WRAP PAPER BACK - GALV'D MTL. LATH -1/6" TEXTURED FINISH 6 WOOD -WEEP SCREED z� all CMU 1/2" TEXTURED FIN15H a MASONRY WEEP SCREED DETAIL @) WOOD TO BLOCK CONNECTION SCALE: 1 1/2"=1'-0" FIBERGLASS SHINGLE5 OVER 4115 FELT PAPER ON Z' 0.5.8. SHEATHING OR 2" CDX PLYWOOD SECURED PER NAILING SCHEDULE P.T. Ix2 UJ/ MTL. DRIP EDGE 2x4 SUB -BAND ALUM. 5OFF I T 5TIFFBACK AT ALL UPRIGHTS OVER 41-101, HIGH (SEE SEALED ENG. FOR SIZE 4 GOND I T I ON.) 0.5.8. SHEATHING OR 2" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 Ys" THICK, 3 COAT CEMENT PLASTER OVER GRADE "D" FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D" FELT PAPER WEEP SCREED (SEE DETAIL 2) SECURE GABLE TO 2x( P.T. PLATE W/ 126'5 5" O.C. MAX SECURE 2x(o PT. PLATE TO BLK W/ 2"x9" ANCHOR BOLT W/ 2" WASHER SET IN 51MP5ON HIGH STRENGTH EPDXY `1" EMBED. MIN. e 32" OC MAX. 2"THICK, 2 COAT CEMENT PLASTER APDL IED D IRECTL`r TO MA5ONR1' 2X4: CM SECURE TO BLOCK W/ W6' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4") WITHIN S" OF EACH END 4 - 18' O.C. MAX SPACING. 2X6: SECURE TO BLOCK W/2 -3(6' TAPGONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT i Y4") WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 2X8: SECURE t0 BLOCK W2-%' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )49 WITHIN 8' OF EACH END 18' O.G. MAX SPACING. SCALE: I"=1'-0' 0 1- STORY GABLE 1A BLOCK WALL SCALE: 3/4"=I'-0" 2X4: CM SECURE TO BLOCK W/ 3{6' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') _ WITHIN S" OF EACH END 4 1S' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/2-%6 TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8" OF EACH END 4 IS' O.C. MAX SPACING. 2XS: SECURE TO BLOCK W/2 -3f6' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8" OF EACH END 41 1S' O.C. MAX SPACING. 4 BLOCKING BETWEEN ;U55E5 AT FIRST TWO BAPS -0" O.G. (AT SHEATHING .AMS) 2E -ENG GABLE TRUS5 4 NAILER ANT. 2x4 RAT RUN SECURED (2) 12d'5 s EACH TRU55 BE INSTALLED 6 MID. ;) INT OF TRUSS SPAN, OR '-0" O.G. MAX. :E ENERG`r CODE FORMS >R INSULATION R -VALUES. GYPSUM BOARD OR 2" :;H STRENGTH CLG. )ARD )NC. FILLED LINTEL SLK (1) 05 REBAR CONTINUOUS 4.2 BATT. IN5UL. zECA5T LINTEL NDOW ATTACHMENT AS ER MANUFACTURES =IECIFICATIONS zECA5T 51LL *S REBAR VERTICALLI' CONC. POUR CELL P.T. FURRING STRIPS l(" O.C. CMU G1'P. WL. BD. )OD BASE NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED CMU V I (MIN. SHANK SIZE .145 DRYWALL 8' CMU I"X4' OR I"X2' P.T. NAILER MIN. HEAD SIZE 300 I"X4' OR I'X2' P.T. NAILER 3(ib' O.S.B. X 4' MIN. MIN. EMBEDMENT 1 Y4') ix4 P.T. OR %'X4' MIN. SECURE DOOR JAMB OR WINDOW We," TAPCON MIN. 1-Y4' ATTACH TO 2X PER THRU FRAME 4 EXTEND 1-Y4' WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. WITHIN s' OF EACH END 4 INTO BLOCK W/ 3(6' TAPCONS I 8 GMU 18' O.C. MAX SPACING. 2X6: ®g 16'DRYWALL OR DRIVE PIN SECURE TO BLOCK W/2-3(6' NOTE. STRUCTURAL 2X MUST SHANK SIZE .145 MIN. HEAD SIZE .300 1' P.T. X 4' MIN. TAPCONS OR DRIVE PINF1 BE ON OUTSIDE 4 SECURED MIN. EMBEDMENT I -Y4' (MIN. SHANK SIZE .145 C(MIN.F11 WITHIN S' OF EACH END 4 18' ATTACH TO 2X PER MIN. HEAD SIZE 300. %1 TAPCON MIN. I -Y4' O.G. MAX SPACING DOOR JAMB TO BLOCK +3 3/4" MIN. EMBEDMENT 1 Y4') DOOR CASING MIN. EMBEDMENT 1 Y4") POOR JAMB OR WINDOW WITHIN S" OF EACH END 4 ATTACH t0 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') DOOR JAMB TO BLOCK +3/4 OR +5/4 \ WINDOW TO BLOCK +3/4 OR +5/4 2X4: CM SECURE TO BLOCK W/ W6' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4") WITHIN S" OF EACH END 4 - 18' O.C. MAX SPACING. 2X6: SECURE TO BLOCK W/2 -3(6' TAPGONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT i Y4") WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 2X8: SECURE t0 BLOCK W2-%' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )49 WITHIN 8' OF EACH END 18' O.G. MAX SPACING. SCALE: I"=1'-0' 0 1- STORY GABLE 1A BLOCK WALL SCALE: 3/4"=I'-0" 2X4: CM SECURE TO BLOCK W/ 3{6' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') _ WITHIN S" OF EACH END 4 1S' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/2-%6 TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8" OF EACH END 4 IS' O.C. MAX SPACING. 2XS: SECURE TO BLOCK W/2 -3f6' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8" OF EACH END 41 1S' O.C. MAX SPACING. 4 BLOCKING BETWEEN ;U55E5 AT FIRST TWO BAPS -0" O.G. (AT SHEATHING .AMS) 2E -ENG GABLE TRUS5 4 NAILER ANT. 2x4 RAT RUN SECURED (2) 12d'5 s EACH TRU55 BE INSTALLED 6 MID. ;) INT OF TRUSS SPAN, OR '-0" O.G. MAX. :E ENERG`r CODE FORMS >R INSULATION R -VALUES. GYPSUM BOARD OR 2" :;H STRENGTH CLG. )ARD )NC. FILLED LINTEL SLK (1) 05 REBAR CONTINUOUS 4.2 BATT. IN5UL. zECA5T LINTEL NDOW ATTACHMENT AS ER MANUFACTURES =IECIFICATIONS zECA5T 51LL *S REBAR VERTICALLI' CONC. POUR CELL P.T. FURRING STRIPS l(" O.C. CMU G1'P. WL. BD. )OD BASE NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15/16" FIBERGLASS SHINGLES OVER 015 FELT PAPER ON O.S.B. SHEATHING OR 2" CDX PLYWOOD SECURED PER NAILING SCHEDULE MTL- DRIP EDGE 2x4 SUS -SAND ALUM. SOFFIT 5TIFF5ACK AT ALL UPRIGHTS OVER 41-1011 HIGH (SEE 5EALED ENG. FOR SIZE 4 CONDITION.) 16 0.5.8. SHEATHING OF, CDX PLYWOOD. ATTACHER PER NAILING SCHEDULE O' SHEET D 3/8" THICK, 3 COAT CEMEN PLASTER OVER GRAD "D" FELT PAPER SACI METAL LATH OVEI' APPROVED HOUSE WRAI OR GRADE "D" FEL PAPE I WEEP SCREEC (SEE DETAIL 2 SECURE GABLE TO 2x6 P' PLATE W/ 126'5 a" O.G. MA; SECURE 2x& PT. PLATE Tc _K W/ 2"x9" ANCHOR BOLT L 2 WASHER SET IN SIMPSOI HIGH STRENGTH EPDX`►' - EMBED. MIN. e 32 " OG MA> 2"THICK, 2 COAT CEMEN PLASTER APDLIEI DIRECTLY TO MASONR' 2X4: CM SECURE TO BLOCK W/ %6' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1Y4") - WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/2-%' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18" O.G. MAX SPACINGS. 2X8: MM SECURE t0 BLOCK W/2-3(6' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4") WITHIN S' OF EACH END 18' O.C. MAX SPACING. 1 -STORY GABLE W/ VAULT C LG. WW B BLOCK WALL SCALE. 3/4"=V-01' -0 NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3fe, TAPCON MIN. 1-)14' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. 8' CMU ' DRYWALL MIN. HEAD SIZE 300 I"X4' OR I'X2' P.T. NAILER 3(ib' O.S.B. X 4' MIN. MIN. EMBEDMENT 1 Y4') ```-- DOOR CASING DOOR JAMB OR WINDOW We," TAPCON MIN. 1-Y4' ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15/16" FIBERGLASS SHINGLES OVER 015 FELT PAPER ON O.S.B. SHEATHING OR 2" CDX PLYWOOD SECURED PER NAILING SCHEDULE MTL- DRIP EDGE 2x4 SUS -SAND ALUM. SOFFIT 5TIFF5ACK AT ALL UPRIGHTS OVER 41-1011 HIGH (SEE 5EALED ENG. FOR SIZE 4 CONDITION.) 16 0.5.8. SHEATHING OF, CDX PLYWOOD. ATTACHER PER NAILING SCHEDULE O' SHEET D 3/8" THICK, 3 COAT CEMEN PLASTER OVER GRAD "D" FELT PAPER SACI METAL LATH OVEI' APPROVED HOUSE WRAI OR GRADE "D" FEL PAPE I WEEP SCREEC (SEE DETAIL 2 SECURE GABLE TO 2x6 P' PLATE W/ 126'5 a" O.G. MA; SECURE 2x& PT. PLATE Tc _K W/ 2"x9" ANCHOR BOLT L 2 WASHER SET IN SIMPSOI HIGH STRENGTH EPDX`►' - EMBED. MIN. e 32 " OG MA> 2"THICK, 2 COAT CEMEN PLASTER APDLIEI DIRECTLY TO MASONR' 2X4: CM SECURE TO BLOCK W/ %6' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1Y4") - WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/2-%' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18" O.G. MAX SPACINGS. 2X8: MM SECURE t0 BLOCK W/2-3(6' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4") WITHIN S' OF EACH END 18' O.C. MAX SPACING. 1 -STORY GABLE W/ VAULT C LG. WW B BLOCK WALL SCALE. 3/4"=V-01' -0 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" SCALE: 1' =1' -0" NOTE: STRUCTURAL 2k MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 3W6' TAPCON MIN. I -Y4' EMBEDMENT INTO BLOCK all CMU MIN. HEAD SIZE 300 )J' DRYWALL I'X4' OR I"X2' P.T. NAILER MIN. EMBEDMENT 1 Y4') DOOR CASING DOOR JAMB OR WINDOW We," TAPCON MIN. 1-Y4' ATTACH t0 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" SCALE: 1' =1' -0" NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1/2" SCALE: I'- V -0' NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED ),4') DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4" SCALE: V=V -0' LJ_ - NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUC-414 NON-STRUCTURAL ," TAPSON MIN. 1-Y4' EMBEDMENT INTO BLOCK. all CMU ' DRYWALL I'X4' OR I'X2' P.T. NAILER 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2A2d WITHIN 8' OF EACH END 4 6' TO S" O.G. MAX �- DOOR CASING DOOR JAMB OR WINDOW ATTACH t0 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 4") DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" SCALE: 1' =1' -0" • BLOCKING BETWEEN J55E5 AT FIRST TWO 3A1'S a" O.G. CAT SHEATHING 4m5) .E - ENG GABLE TRUSS NT. 2x4 RAT RUN SECURED W/ (2) 'S m EACH TRU55 BE INSTALLED w MID. POINT OF J55 SPAN, OR 10' - 0" O.C. MAX. E ENERGI' CODE FORMS IR INSULATION R -VALUES. GYPSUM 50ARD OR --FH STRENGTH CLG. )ARD 4 NAILER 4 a 24" O.C. 6 INTERIOR 4EE WALL SNC. FILLED LINTEL BLK (1) *5 REBAR CONTINUOUS zECA5T LINTEL NDOW ATTACHMENT AS =_R MANUFACTURES °ECIF ICAT ION5 RECAST SILL 05 REBAR VERTICALL`r CONC. POUR CELL P.T. FURRING STRIPS Ido" O.C. GMU " G1'P. WL. BD. )OD BA5E 2X4: CM SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. 2X6: SECURE t0 BLOCK W/1-1/4- TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN S' OF EACH END 4 1S' D.C. MAX SPACING. 2XS: SECURE t0 BLOCK W/1-1/4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )4") WITHIN S' OF EACH END 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL %" TAPCON MIN. 1-Y4" EMBEDMENT INTO BLOCK S" CMU DRYWALL I'k4' OR I'X2' P.T. NAILER %,'0.5.15. X 4" MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" SCALE: I ' _ I -0 2x4: CEM SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. 2x6: cm SECURE TO BLOCK W/1-1/4' TAPCONS OR DRIVE PIN 2X4:CM 2x4: CM SECURE TO BLOCK W/ MI6' (MIN. SHANK SIZE .145 SECURE TO BLOCK W/ %6' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN MIN. HEAD SIZE 300 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. EMBEDMENT 1 Y4') MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 We," TAPCON MIN. 1-Y4' MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4") - WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. WITHIN s' OF EACH END 4 IS' O.G. MAX SPACING. I 8 GMU 18' O.C. MAX SPACING. 2X6: ®g 16'DRYWALL 2X6: SECURE TO BLOCK W/2-3(6' NOTE. STRUCTURAL 2X MUST SECURE t0 BLOCK W/2-%' 1' P.T. X 4' MIN. TAPCONS OR DRIVE PINF1 BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 ATTACH TO 2X PER MIN. HEAD SIZE 300. %1 TAPCON MIN. I -Y4' MIN. HEAD SIZE 300 DOOR JAMB TO BLOCK +3 3/4" MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4") WITHIN S" OF EACH END 4 a, CIU WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. 18' O.C. MAX SPACING. S' CMU DRYWALL " DRYWALL 2XS: ® SECURE TO BLOCK W/2-3(6 P.T. I"X4" OR I"k2" PTNAILER 2X8: TO BLOCK W/2-%' 1'x4' OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN 1' P.T. X 4' MIN. PSECURE TA -ONS OR DRIVE PIN DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW MIN. HEAD 81ZE 300 MIN. EMBEDMENT 1 Y4") ATTACH t0 2X PER WITHIN S" OF EACH END 4 ATTACHTO 2X PER WITHIN S' OF EACH END MANUFACTURES DETAILS. IS' O.G. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1/2" SCALE: I'- V -0' NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED ),4') DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4" SCALE: V=V -0' LJ_ - NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUC-414 NON-STRUCTURAL ," TAPSON MIN. 1-Y4' EMBEDMENT INTO BLOCK. all CMU ' DRYWALL I'X4' OR I'X2' P.T. NAILER 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2A2d WITHIN 8' OF EACH END 4 6' TO S" O.G. MAX �- DOOR CASING DOOR JAMB OR WINDOW ATTACH t0 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 4") DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" SCALE: 1' =1' -0" • BLOCKING BETWEEN J55E5 AT FIRST TWO 3A1'S a" O.G. CAT SHEATHING 4m5) .E - ENG GABLE TRUSS NT. 2x4 RAT RUN SECURED W/ (2) 'S m EACH TRU55 BE INSTALLED w MID. POINT OF J55 SPAN, OR 10' - 0" O.C. MAX. E ENERGI' CODE FORMS IR INSULATION R -VALUES. GYPSUM 50ARD OR --FH STRENGTH CLG. )ARD 4 NAILER 4 a 24" O.C. 6 INTERIOR 4EE WALL SNC. FILLED LINTEL BLK (1) *5 REBAR CONTINUOUS zECA5T LINTEL NDOW ATTACHMENT AS =_R MANUFACTURES °ECIF ICAT ION5 RECAST SILL 05 REBAR VERTICALL`r CONC. POUR CELL P.T. FURRING STRIPS Ido" O.C. GMU " G1'P. WL. BD. )OD BA5E 2X4: CM SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. 2X6: SECURE t0 BLOCK W/1-1/4- TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN S' OF EACH END 4 1S' D.C. MAX SPACING. 2XS: SECURE t0 BLOCK W/1-1/4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )4") WITHIN S' OF EACH END 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL %" TAPCON MIN. 1-Y4" EMBEDMENT INTO BLOCK S" CMU DRYWALL I'k4' OR I'X2' P.T. NAILER %,'0.5.15. X 4" MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" SCALE: I ' _ I -0 2x4: CEM SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. 2x6: cm SECURE TO BLOCK W/1-1/4' TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. EMBEDMENT 1 Y4') We," TAPCON MIN. 1-Y4' WITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK 18' O.G. MAX SPACING. I 8 GMU 2X8: 16'DRYWALL SECURE TO BLOCK W/1-1/4' TAPCONS OR DRIVE PIN I'X4' OR I'X2' P.T. NAILER (MIN. SHANK SIZE .145 1' P.T. X 4' MIN. MIN. HEAD SIZE 300 DOOR CASING MIN. EMBEDMENT 0149 WITHIN S' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 3/4" 11 SCALE: A R C H IT E C T S .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750. PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SvBD=v'. & LAT: TUS C A PLACE NORTH LOT 19 PROJECT# 1703.00 Y MODEL: 1542 GARAGE S WINO: LEFT PACE: MONOLITHIC 1- STORY WALL SECTIONS & NOTES- ARCHITECT. STATE OF FLORIDA �,... .,r DATE: 02/11/10 SCALE: 1/4"=1'-0" F15ERGLA55 5HINGLE5 OVER 015 FELT PAPER ON 16" 0.5.5. SHEATHING OR 2° CDX PLYWOOD SECURED PER NAILING SCHEDULE PRE -ENG TRUSS MTL. DRIP EDGE 2x4 SUB -BAND VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS 16 0.5.5. SHEATHING OR CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5. THICK, 3 COAT CEMENT PLASTER OVER GRADE "D" FELT PAPER 5ACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D" FELT PAPER NOTE: SHEATHING MUST NOT BREAK 1'-0" MIN. FROM 2ND FLR LINE 2x4 CONT. ,m TOP AND 5T. OF FLR TRU55 (TOP 2x4 SUPPORTS 5T PLATE OF 2ND FLR, 5T. 2x4 15 FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRUSS PLAN ?THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MA50NRY 2—STORY FIRST FLOOR FLOCK SECOND FLOOR ]FRAME SCALE: 3/4"=V-0" 2x STUDS a 16" O.G. MAX W/ R-11 BATT. INSUL. MIN. 4" T 4 G 6U5FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE -ENG FLOOR TRUSS S IMPSON HETA -16 EMBED. STRAP 6 32" O.G. MAX VERIFY W/ TRUSS PLAN 5" GYPSUM BOARD OR 2° HIGH STRENGTH CLG. 50ARD ,EE ENERGY CODE FORMS OR INSULATION R -VALUES. GYPSUM BOARD OR '" SIGH STRENGTH CLG. 3OARD "W15T STRAP VERIFY W/ 'RUSS PLAN UINDOW ATTACHMENT AS SER MANUFACTURES :'�PECIFICATION5 UINDOW SILL ?x STUDS IT 1(o" O.C. MAX W/ R-11 BATT. INSUL. MIN. "" T 4 G SUBFLOOR GLUED 4ND NAILED AS PER %TAILING SCHEDULE =RE -ENG FLOOR TRUSS INSTALL PER MFC. SPECS.) i" GYPSUM BOARD OR 1" HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL 5LK W/ (1) *5 RE5AR CONT INUOU; R-4.2 BATT. INSUL. PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) *5 RE5AR VERTICALLY W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS a 16 " O.C. all CMU 1/2" GYP. WL. 5D. WOOD SASE FIBERGLASS SHINGLES OVER #15 FELT PAPER ON 1/16" O.S.B. SHEATHING OR a" CDX PLYWOOD SECURED PER NAILING SCHEDULE MTL. DRIP EDGE - 2 x4 SUB - 5AND - ALUM. SOFFIT - STIFF5 ACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ "x6" THRU-BOLTS 32" O.G. MAX THEN SECURE GA5LE TO 2x4 PLATE W/ 126's S" O.G. MAX OR SECURE GABLE TO D5L TOP PLATE W/ SIMPSON HTC4 6 24" O.C. MAX - WINDOOW HEADER 61ZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS 160.5.5. SHEATHING OR 2" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 THICK, 3 COAT CEMENT PLASTER OVER GRADE "D" FELT PAPER 5ACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D" FELT PAPER NOTE: SHEATHING MUST NOT BREAK 1'-0" MIN. FROM 2ND FLR LINE 2x4 GONT. a TOP AND BT. OF FLR TRU55 (TOP 2x4 SUPPORTS 5T PLATE OF 2ND FLR, 5T. 2x4 15 FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EM5ED. STRAP VERIFY W/ TRU55 PLAN z"THICK, 2 COAT CEMENT PLASTER APPL IED D IMr- CTLY TO MASONRY 2—STORY GABLE FIRST FLOOR BLOCK SECOND FLOOR FRAME ---- SCALE- 3/4"=I'-0` 2x STUDS 'm 16" O.G. MAX W/ R-11 5ATT. INSUL. MIN. " T 4 G SUSFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE -ENG FLOOR TRU55 I" GYPSUM BOARD OR 2" HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL SLK W/ (1) 05 RE5AR CONTINUOUS 2x4 SLOGGING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. CAT SHEATHING SEAMS) PRE -ENG GABLE TRU55 CONT. 2x4 RAT RUN SECURED W/ (2) 126's -a EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R -VALUES. I" GYPSUM BOARD OR ? HIGH STRENGTH CLG. BOARD DOU5LE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS WINDOW SILL 2x STUDS 6 16" O.C. MAX W/ R-11 BATT. INSUL. MIN. i" T 4 G 5U5FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE -ENG FLOOR TRUSS ( INSTALL PER MFG. SPECS.) I" GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL 5LK W/ (1) OF;, RE5AR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) 05 RE5AR VERTICALLY W/ CONC. POUR CELL 1x2 P.T. FURRING-: STRIPS Q 16 " O.G. 8" CMU 1/2" GYP. WL. SD. WOOD SASE 1116" 0.5.5. OR �" CDX TYVEK 5UILDING WRA PAPER PACK CxALV'D MTL. LATH " -1/5" TEXTURED FINISH 0 WOOD WOOD a WEEP SCREED CONSTRUCTION t N i` a" cMu 1/2" TEXTURED �' F IN ISH � MASONRY NEEP SCREED DETAIL Ca) WOOD TO LOCK CONNECTION SCALE- 1 1/2"=V-0" A R C H IT E C T R Desi n GourInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & IAT: TUSCA PLACE NO RTH LOT 19 PROJECT# 1'03.00 MODEL „1542" GARAGE :SWING: LEFT PAGE: MONOLITHIC 2— STORY - . WALL SECTIONS ARCHITECT: 02/11/10 ALE: 1/4"=1'-0" SKEET D A OF 16 O.S.B. SHEATHING OR a" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 s"THICK, 3 GOAT CEMENT PLASTER APPL IED TO METAL LATH OVER 2 LAYERS OF °! GRADE D BUILDING PAPER OR PAPER BACKED LATH OVER AN APPROVED HOUSE WRAP L 2x4 CONT. TOP AND 5T. OF FLR TRU55 (TOP 2x4 SUPPORTS 5T PLATE OF 2ND FLR, ST. 2x4 15 FOR WALL SHEATHING NAILER) d♦ >P WEEP SCREED p e (SEE DETAIL 2A) q`A EM5ED. STRAP VERIFY W/ TRUSS PLAN '"THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ PERPENDICULAR PRE- ENG .FLOOR TRUSS 2x STUDS 'm 16" O.G. MAX W/ R-11 5ATT. INSUL. MIN. " T 4 G SUSFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE -ENG FLOOR TRU55 I" GYPSUM BOARD OR 2" HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL SLK W/ (1) 05 RE5AR CONTINUOUS 2x4 SLOGGING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. CAT SHEATHING SEAMS) PRE -ENG GABLE TRU55 CONT. 2x4 RAT RUN SECURED W/ (2) 126's -a EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R -VALUES. I" GYPSUM BOARD OR ? HIGH STRENGTH CLG. BOARD DOU5LE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS WINDOW SILL 2x STUDS 6 16" O.C. MAX W/ R-11 BATT. INSUL. MIN. i" T 4 G 5U5FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE -ENG FLOOR TRUSS ( INSTALL PER MFG. SPECS.) I" GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL 5LK W/ (1) OF;, RE5AR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) 05 RE5AR VERTICALLY W/ CONC. POUR CELL 1x2 P.T. FURRING-: STRIPS Q 16 " O.G. 8" CMU 1/2" GYP. WL. SD. WOOD SASE 1116" 0.5.5. OR �" CDX TYVEK 5UILDING WRA PAPER PACK CxALV'D MTL. LATH " -1/5" TEXTURED FINISH 0 WOOD WOOD a WEEP SCREED CONSTRUCTION t N i` a" cMu 1/2" TEXTURED �' F IN ISH � MASONRY NEEP SCREED DETAIL Ca) WOOD TO LOCK CONNECTION SCALE- 1 1/2"=V-0" A R C H IT E C T R Desi n GourInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & IAT: TUSCA PLACE NO RTH LOT 19 PROJECT# 1'03.00 MODEL „1542" GARAGE :SWING: LEFT PAGE: MONOLITHIC 2— STORY - . WALL SECTIONS ARCHITECT: 02/11/10 ALE: 1/4"=1'-0" SKEET D A OF *NOTE: NAIL SHEATHING TO ALL 2X AS PER EXT. SHEATHING NAILING, 8d 4" O.C. MAX S EDGES 4 &"-S" O.C. M,4X IN THE FIELrD PRECAST HEADER(MIN) — -- A PBL. TOP PLATE 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON DOUBLE TOP PLATE SECURE 2 X RIP TO FIT OR DRIVE PIN (MIN SHANK SITU=.145 DBL. TOP PLATE W/2-1265 &"-VO-C. MAX. MIN HEAD SIZE 300 2X4 16' O.G. MAX. 1/5" TEXTURED FINISH MIN EMBEDMENT 1 1/4'J STUD -1116" OSB SHEATHING S' FROM EACH END AND 18'j� NAILING SCHEDULE STUDS 0 16' O.G. O.C. MAX. MIN 1-1/4' EMBEDMENTi9 MTS -12 0 EVER STUD 2 X 4 16' O.G. MAX. 2 X 6 (MIN 2 X 3) 2-3/16 TAPGoNN7 SIMPSON MSTA-36 0 32' (WHEN OVER 16" IN HIEGHT.) OR DRIVE PIN (MIN SHANK SIZE.145' SECURE 2X4 W/ 2 -Wb" 1 2 X 4 (WHEN OVER 16" IN HIEGHT.) MIN HEAD SIZE 30011 TAPCONS OR DRIVE PIN TEMPERED MA50NITE EMBEDMENT 1 1/4") MIN EMB (MIN. SHANK SIZE .145 MIN. C=LUE � NAIL W156'5 8"-12'' O.C. GL S' FROM EACH END AND IS' HEAD SIZE 300 MIN. IF NEEDED. O.G. MAX. MIN 1-1/4' EMBEDMENT EMBEDMENT 1y4' WAN S' 2 X S (MIN 2 X 3) 2-3/16 TAPCON EA. END NOT t0 EXCEED BT. PLATE 2 X SOLID BLK'G 0 ARCH OR DRIVE PIN (MIN SHANK SIZE.145 18' O.C. MAX SECURE W/2 -12d EACH END MIN HEAD SIZE 300 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ ATTACHMENT PER MIN EMBEDMENT 1 1/4") MIN. 2-12d PER BLK EA. END MANUFACTURER'S SPEG'S. S' FROM EACH END AND 18' O.G. MAX. MIN 1-1/4 EMBEDMENT '1116' 055 SHEATHING 2X4 SOLID I/2" PLYWOOD MTL WDW FRAME DBL. TOP PLATE 2X4 Ib' O.C. MAX. SECURE 2X4 TO WOOD W/2 -12d 6 6"-8' O.G. STAGGERED SECURE 2X4 W/ 2.W6 TAPCONS OR DRIVE PM (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4' W/IN S' EA. END NOT TO EXCEED 18"O.C. MAX 2X4 SOLID 5LOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER BLK EA. END 3 EXTERIOR ARCHWAY SCALE: CMU WALL ARCHWAY DETAIL 1 16" AND UNDER SCALE: 1/2"=1'-0' 10. x6,' 0.5.5. OR,4' PLYWOOD SHEATHING "15 BLDG. FELT 24' WIDE 26 GA. GALVANIZED METAL FLASHING MUST ADD D1910, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. 0 FIBERGLASS SHINGLES P - B TRUSS 1/2' CLG. BOARD 4 TEXT. SIMPSON SP4J 2X4 DBL. TOP PLATE 0 EVERY 1/2" DRYWALL OTHER STUD 2X4 WOOD STUDS 016' O.G., U.N.O. ON TRUSS PLAN 2X4 CONT. STRESS --BLOCKING MID -WALL 2X4 PT. PLATE SIMPSON SP4 0 32' O.G. MAX 1/2'X9" A.B. 32'O.C. 7" EMBEDMENT a.n . ° _GONG. SLAB 2 *5's CONT. 1—STORY (��INT. BEARING WALL SCALE: 1/2' -1'-0' NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. BLOCKING SECURE: TO SHEATHING WM- MIN. 2-126 PER BLK EXTERIOR ARCHWAY EA' SND WITH WINDOW 2 SCALE: 1/2"-1' PRECAST HEADER(MIN) 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 1S' O.C. MAX. MIN 1-1/4" EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 5IZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/41) S' FROM EACH END AND 18' O.C. MAX MIN 1-1/4" EMBEDMENT 2 X 0 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 -1/16'0615 SHEATHING MIN EMBEDMENT 1 114') 2X4 16' O.G. MAX. 8' FROM EACH END AND 18' (WHEN OVER 1(&' IN HEIGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BLK EA. END ARC4WAY DETAIL 4 16 AND UP SCALE: I/2"=1' (_�,�CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRUSS �-- CONT. 2x4 SPF RAT RUN SECURED W/ (2) 12d's 0 EACH DOUBLE TOP PLATE SIMPSON 2x CONTINOUS STRE55 SP4 0 BLOCKING MID WALL EVERY 2x STUDS 0 16" O.G. MAX OTHER i" t 4 G SUBFLOOR GLUED STUD AND NAILED AS PER 2x DOUBLE TOP PLATE NAILING SCHEDULE STUDS 0 16' O.G. IST FLOOR STUDS TO MTS -12 0 EVER STUD 2ND FLOOR STUDS SIMPSON MSTA-36 0 32' 2X4 BT. PLATE O.G. MAX `E -PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS 0 16' O.C. MAX 1/2" GYP. WL. BD. SECURE BT. PLATE TO SLAB W/ J'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1" EMBED. MIN. • • S IMP50N 51=4 0 32' O.C. MAX 7 INT. 2—STORY L.B.W. SCALE: I/2"- I' -0' *NOTE: NO GAP 0 WDW FRAME TO EXCEED 1/4" ARCHWAY DETAIL A CUTAWAY SCALE: 1/2'-V-01 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 8" FROM EACH END AND 1811 EXISTING BLK ABV. O.G. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/8" TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 -1/16"065 SHEATHING MIN 'EMBEDMENT 1 1/49 2 X 4 16' O.G. MA 8' FROM EACH END AND 18' . (WI -11=N OVER 16' MAX. HEIGHT.)O.G. MAX MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 16' IN HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.145 2 X SOLID BLK'G m ARCH MIN HEAD SIZE .300 SECURE W/2 -12d EACH END MIN EMBEDMENT 1 1/49 8' FROM EACH END AND 18' ATTACHMENT PER O.C. MAX. MIN 1- 1/4' EMBEDMENT MANUFACTURER'S SPECS. MTL WDW FRAME 1/4' TEMPERED MASONITE 'NOTE: NO GAP m WDW FRAME GLUE ¢ NAIL W/8d'S 8'-12'0.C. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL B CUTAWAY SCALE: 1/2 " =1' - m' ASPHALT SHINGLES OVER N 15 FELT ON 1/16' 0.5.8. PRE -ENCS TRUSSES OR PRE -ENG GABLE TR458 CONv. FRAMED RAFTERS SPF STIFFBAGK (SEE SEALD ENG. PACK FOR SIZE E CONNECTION) BLOCKING2x4 SPF FIRST TTWO BAYS4'-0' TRUSSES OG (AT SHEATHING O.S.B. SHEATHING OR " COX PLYWOOD SECURED PER NAILING: SCHEDULE 2x RIDGE ONE SIZE LARGER THAN RAFTER 51ZE MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1x8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS 0 EA. TRUSS` RAFTER TO TRUSS MT5-12 CREATE VOID FOR STRAP PENETRATION - ROOF DECKING OVER PRE -ENCS TRUSSES PRE -ENG. TRUSS - ALTERNATE CONNECTION MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES - 10 CONV. MI/2 D ROOFSC' 0'-0' TO 30'-0" (1) 'X' BRACE 30'-I' TO 60'-0' (3) 'X' BRACE (1 'X' BRACE 0 CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER J N 15 FELT ON 1/16' O.S.B. (2) 2X4 02 SYP DIAGONAIL BRACE --� W/ 3-12d 0 EA TRUSS ( DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRU55 SPF ST IFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 1/16' OSB SHEATHING / USE ad NAILS AT 4' or-. EDGE t 6' o.c. FIELD 2X4 W/ 3/8' X 5AG 032" D.C. MAW OR SIMPSON MSTA 24 0 32' O.C. MAX. SHEATHING NAILING TO BE 6"-8" O.C. IN FIELD 4" O.C.OALL EDGES W/8d NAILS DBL 2XFa SCALE: 1/2' =1' -0" FINISH 6 LANDING 3/4" PLYWOOD F.F. TRU55 24' o.c. 1/2" CLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) 12d 0 EA. TRUSS 2X4 SYP RAT ADJACENT -TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16' O.C. MAX. Z�F 3/4 FLT -WOOD WITH LANDING D AIL 412-D COMMONS NAILED THRU 3/4" FINISH e LANDIN'�-��OD INTO 3/4" PL`I'WOOD .F. EACH STi�INCZE� 3-2x12 SYP 5T INGER ' DBL, 2X12 REINFORCED /2X4 SF'1=F FLOOR JOIST W/CONT. 5 OF SUB-FLOO ADHESIVE PL -400 SIMILAR EA HORI ONTAL RUN 5ECUR TREADS TO STRINGER W/(3)0 3" SCREWS 6 EA 5TRIN ER, UNTHREADED SHANIG TO E TEND 5E`I'OND THICKNESS OF SUB -FLOOR SHEATHING NOTE STAT 5 RISERS TO CONFORM TO F C 2001 2R+1T 24"-25" 3/16" AX_ VARIATION IN R15ER5/TREADS ADJA ENT TO EACH OTHER 3/8" X. VARIATION IN ANY RISER/TREAD NAND IL CIRCULAR CROSS SECTION DIA. TO BE 1 4" +-1/4" OR PROVIDE EQUIVALENT GRASPAB f L TY WINDERS- MI . C2" WIDE -a NARROW END MIN. 11" WIDTH 6 2" FROM NARROW END 34" MIN. HANDRA HGT_ 121 M 1115 UPLIFT SIMPSOM HTSM20 W/10 106 TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL w 2350 UPLIFT (2) SIMPSOM WTSM20 ONE EA. SIDE OF TRUSS OPPOSITE SIDE OF BLOCK W/10 106 TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2' APART �� TRUSS ANCHOR RETROFIT N.T.S. 36" MIN. FINISH WINDER DETAIL 2X12 TREAD CUT TO F I T __ 1X8 RISER l"All (3) 106 CUT NAILS a 2 X4 P.T. SLEEPER INTO SLA5 LE55 THAN 4" TYI=. BETWEEN SPINDLES NAND RAIL 1/2" DR1'WALL� 1X10 TRIM-� -1" N081NG TYf=. 3 STAIR SECTIO SCALE: _3/411=1'-O,/ ETAILS A R C H I T E C T S 1441 N. RONALD REAGAN B L VD. LONGWOOD, FL 32750mPH: 407-774-60 FAX: 407-774-784 www.abdesigngrou AA #: 000332 StmDIY. 8c LOT: TUSCA PLACE, NORTH LOT 19 PROJECT# 1703.00 MODEL: 1542" GARAGE SWING: LEFT PAGE: MIS C DETAILS ARCHITECT STATE OF FLORIDA - ELL DA7*: 0 2 /11 /10 :SCALE: 1/4"p=11 = 0" SHEET ID 5oI �-- CONT. 2x4 SPF RAT RUN SECURED W/ (2) 12d's 0 EACH TRUSS 2x4 BLOCKING UNDER (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) WALL STUDS SGURE 12d's 0 EACH TRUSS (DIAGONAL BETWEEN TRUSS BAYS W/ X -BRACING TO COVER 5-TRU55ES (3)126's EACH ENA �" GYPSUM BOARD OR 2x DOUBLE TOP PLATE HBIOGARSDRENGTH CLG. STUDS 0 16' O.G. NOTE: MTS -12 0 EVER STUD DIAGONAL BRACE 0 CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE t0 BE 0 ANY SPAN 15'-0" OR GRATER REFER TO 2X4 BT. PLATE TRU55 ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-0" (1) X -BRACE 30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE 0 CENTER AND (2) DORMER BRACE DIVIDED EQUALY FROM CENTER TO END 8 MTCACHMENT 9 GABE X—BRACING LE: 1/2"=1'-0' SCALE: 1/2' -1'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER 51ZE MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1x8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS 0 EA. TRUSS` RAFTER TO TRUSS MT5-12 CREATE VOID FOR STRAP PENETRATION - ROOF DECKING OVER PRE -ENCS TRUSSES PRE -ENG. TRUSS - ALTERNATE CONNECTION MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES - 10 CONV. MI/2 D ROOFSC' 0'-0' TO 30'-0" (1) 'X' BRACE 30'-I' TO 60'-0' (3) 'X' BRACE (1 'X' BRACE 0 CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER J N 15 FELT ON 1/16' O.S.B. (2) 2X4 02 SYP DIAGONAIL BRACE --� W/ 3-12d 0 EA TRUSS ( DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRU55 SPF ST IFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 1/16' OSB SHEATHING / USE ad NAILS AT 4' or-. EDGE t 6' o.c. FIELD 2X4 W/ 3/8' X 5AG 032" D.C. MAW OR SIMPSON MSTA 24 0 32' O.C. MAX. SHEATHING NAILING TO BE 6"-8" O.C. IN FIELD 4" O.C.OALL EDGES W/8d NAILS DBL 2XFa SCALE: 1/2' =1' -0" FINISH 6 LANDING 3/4" PLYWOOD F.F. TRU55 24' o.c. 1/2" CLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) 12d 0 EA. TRUSS 2X4 SYP RAT ADJACENT -TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16' O.C. MAX. Z�F 3/4 FLT -WOOD WITH LANDING D AIL 412-D COMMONS NAILED THRU 3/4" FINISH e LANDIN'�-��OD INTO 3/4" PL`I'WOOD .F. EACH STi�INCZE� 3-2x12 SYP 5T INGER ' DBL, 2X12 REINFORCED /2X4 SF'1=F FLOOR JOIST W/CONT. 5 OF SUB-FLOO ADHESIVE PL -400 SIMILAR EA HORI ONTAL RUN 5ECUR TREADS TO STRINGER W/(3)0 3" SCREWS 6 EA 5TRIN ER, UNTHREADED SHANIG TO E TEND 5E`I'OND THICKNESS OF SUB -FLOOR SHEATHING NOTE STAT 5 RISERS TO CONFORM TO F C 2001 2R+1T 24"-25" 3/16" AX_ VARIATION IN R15ER5/TREADS ADJA ENT TO EACH OTHER 3/8" X. VARIATION IN ANY RISER/TREAD NAND IL CIRCULAR CROSS SECTION DIA. TO BE 1 4" +-1/4" OR PROVIDE EQUIVALENT GRASPAB f L TY WINDERS- MI . C2" WIDE -a NARROW END MIN. 11" WIDTH 6 2" FROM NARROW END 34" MIN. HANDRA HGT_ 121 M 1115 UPLIFT SIMPSOM HTSM20 W/10 106 TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL w 2350 UPLIFT (2) SIMPSOM WTSM20 ONE EA. SIDE OF TRUSS OPPOSITE SIDE OF BLOCK W/10 106 TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2' APART �� TRUSS ANCHOR RETROFIT N.T.S. 36" MIN. FINISH WINDER DETAIL 2X12 TREAD CUT TO F I T __ 1X8 RISER l"All (3) 106 CUT NAILS a 2 X4 P.T. SLEEPER INTO SLA5 LE55 THAN 4" TYI=. BETWEEN SPINDLES NAND RAIL 1/2" DR1'WALL� 1X10 TRIM-� -1" N081NG TYf=. 3 STAIR SECTIO SCALE: _3/411=1'-O,/ ETAILS A R C H I T E C T S 1441 N. RONALD REAGAN B L VD. LONGWOOD, FL 32750mPH: 407-774-60 FAX: 407-774-784 www.abdesigngrou AA #: 000332 StmDIY. 8c LOT: TUSCA PLACE, NORTH LOT 19 PROJECT# 1703.00 MODEL: 1542" GARAGE SWING: LEFT PAGE: MIS C DETAILS ARCHITECT STATE OF FLORIDA - ELL DA7*: 0 2 /11 /10 :SCALE: 1/4"p=11 = 0" SHEET ID 5oI