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Home My WebLink About2575 Vineyard Cir (a)RECEIVED .,` 2009 CITY OF SANFORD ocT BUILDING & FIRE PREVENTION PERMIT APP��CAT�N ell Application No: 10 ~ Documented Construction Value: Job Address: c Vi`5 ()� n kcud c -y Historic District: Yes ❑ No Parcel ID• 1C\ - J, - SZ, - bow -O `�� Zoning: Description of Work: F_Y t.GA 3, Plan Review Contact Person: 17Car11 �i�e �IYlC1�1CJ.YY� Title: Pe.rml Phone:y�� • �2 U� Fax: SUU - jW-'12-13 E-mail: dnbl dr hw Y1 . Com Name Street Property Owner Information Hot' kc)y-1 I \ nc- Phone: L -10-A • $50.5200 55o T. e hkN # ( OO Resident of property? City, State Zip: � i�r��0 - �2� ZZ d Contractor Information Phone: yp"1- L.1 ULA - Fax: S' L _U' 1-121 J State License No.: C fJC 12-5�-2--1 - Name Street: �0 City, State Zip: Or 1anC!o i 'F L- LZ {� Architect/Engineer Information A�� - 1.20�� Name: PA bJ Cl eS� 111 `� nwpop 'Inc. Phone: LAO • street: 1L1Li 1 n Z�n 6WA Fax: c10 -A • -11L-1- City, St, Zip: i'1C1c�X '� �L - 1�j� E-mail: W��1 �i. �ff C��f1C1�D.COn n Bonding Company: I a- Mortgage Lender: (C` Address: — Address: PERMIT INFORMATION Building Permit X Square Footage: c Qr Construction Type: No. of Stories: No. of Dwelling Units: 1 Flood Zone: Electrical ❑ Plumbing ❑ New Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: P L A C"\ E M E N T 0 i 0 00 \\ VI8 \ V114 / E F4 T4 _ 14 i f� --D � �!o --- 1; C 13 j;. J , o LL L — - V H G 7 — -- ---- - \ — - — ----- - - __ - — - - - — ' -- , ----- --- - - -- - _ H15 —i = Id 17 1-119 \,C T2 T2 I 1-2 I T-2 y ---- T 2I I ] _ 1-2-- I - - TT - - -- ------ I 1-2 I rT — �_� --- ---- - ----- ---1- —_- _ — - _ — - T2A - T2 n I ,,, �' T 2 A =-C — - ------ - -- i�ro -- c �G — J. - — -- BH6-_- _-----C - _ - FI- -- --- 0 i 0 00 \\ VI8 \ V114 / \ V12 � � I / \ V4 / 0 I APPROVED TRUSS ANCHOR BY BUILDER 2x4 MINIMUM TOP and BOTTOM CHORDS SQUARE CUT OVERHANG STANDARD HEEL HEIGHT 47 POUND LOADING 12 GCC V_U„ UNLESS NOTED OTHERWISE BRG TYPICAL- TRUSS END DETAIL NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION, 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES, TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TI TLE DATE All spacing is 24" O,C., exceptas noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO 140T CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM T1JIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING G ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "BCSI—B1 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION MERE NO SHEAT111NG IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALT_ BE HANDLED P4111 REASONABLE CARE DURING ERECTION TO PREVE14T DAMAGE. C TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNEC(IONS, TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE o CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER TIAN 5000 POUNDS, OR SKEWED, NO HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. ASCE7-05 WIND and GRAVITY CRITERIA Exposure Category : C Bldg Category : 2 land Design Velocity :11 MPH Imp. Factor : 1.00 IYind Load Duration Factor : 1.2.5 Mean Roof Height : 15 ft. Stephen 14. Warter Struct Eng f,54395 4922 Dyer Blvd P,PB, FL 33407 561-848-6646 F REV 07-21-09 CHANGE FRONT ELEVATION Trusses shown on this layout are a component part of the v building and show truss location. S Proper erection, temporary and permanent l bracing design are the responsibility of the building de- a Signer or his engineer . Lateral bracing shown on the in- S dividual trus drawings must be placed during the SOUI'll ERN (561) 848-6646 erection pro, edure. OB NO,: I�A�'J' :DRESS: C_ SUBDIVISION: t •�� i'fi� �, ��— U 1j_ "11NI �,j IZC�DUCT 4922 Dyer Boulevard West Palm Beach, FL 33407 CUSTOMER:' f_OT/BLK/SUDD: 1899 -B& -DL SCA.ILt: DATE: DRAWN BY: DRAWNG NUMBER: 3/16,"=1'-0" 05- 12-09 C [- C 1890-D E F4 T4 - 14 i N _ I \ V12 � � I / \ V4 / 0 I APPROVED TRUSS ANCHOR BY BUILDER 2x4 MINIMUM TOP and BOTTOM CHORDS SQUARE CUT OVERHANG STANDARD HEEL HEIGHT 47 POUND LOADING 12 GCC V_U„ UNLESS NOTED OTHERWISE BRG TYPICAL- TRUSS END DETAIL NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION, 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES, TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TI TLE DATE All spacing is 24" O,C., exceptas noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO 140T CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM T1JIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING G ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "BCSI—B1 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION MERE NO SHEAT111NG IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALT_ BE HANDLED P4111 REASONABLE CARE DURING ERECTION TO PREVE14T DAMAGE. C TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNEC(IONS, TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE o CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER TIAN 5000 POUNDS, OR SKEWED, NO HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. ASCE7-05 WIND and GRAVITY CRITERIA Exposure Category : C Bldg Category : 2 land Design Velocity :11 MPH Imp. Factor : 1.00 IYind Load Duration Factor : 1.2.5 Mean Roof Height : 15 ft. Stephen 14. Warter Struct Eng f,54395 4922 Dyer Blvd P,PB, FL 33407 561-848-6646 F REV 07-21-09 CHANGE FRONT ELEVATION Trusses shown on this layout are a component part of the v building and show truss location. S Proper erection, temporary and permanent l bracing design are the responsibility of the building de- a Signer or his engineer . Lateral bracing shown on the in- S dividual trus drawings must be placed during the SOUI'll ERN (561) 848-6646 erection pro, edure. OB NO,: I�A�'J' :DRESS: C_ SUBDIVISION: t •�� i'fi� �, ��— U 1j_ "11NI �,j IZC�DUCT 4922 Dyer Boulevard West Palm Beach, FL 33407 CUSTOMER:' f_OT/BLK/SUDD: 1899 -B& -DL SCA.ILt: DATE: DRAWN BY: DRAWNG NUMBER: 3/16,"=1'-0" 05- 12-09 C [- C 1890-D ® STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: - D.R. HORTON HOMES W/2009 SUPPLEMENT 5850 T.G. LEE BLVD. SUITE 600 ADJ. ORLANDO, FL, 32822 BDP TEL: (407) 850-5200 APPLY FLOOR PLAN CHANGES FROM FIELD BOARD M.T. METAL THRESHOLD FAX: (407) 850-5300 CLO. ® 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 FOR0 : CBC1 252212 Norton. com 5850 T. CA. L.EE BL.V[D. SUITE 600 - CDRI ANOC>, FL. 32822 Tal: (407) 850-5200 Fax: (407) 850-5300 DESIGN CRITERIA: - FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. W/2009 SUPPLEMENT DESCRIPTION ASC MODIF'i- ELEVATIONS AND ROOF AT FRONT ELEVATIONS AIR CONDITIONING AD7USTABLE ADJ. 2007 FLORIDA FIRE PREVENTION CODE ALT. *NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION BDP -ALL LOCAL AND STATE CODES MANUFACTURER MINIMUM CL APPLY FLOOR PLAN CHANGES FROM FIELD BOARD M.T. METAL THRESHOLD CENTER LINE MTD. MOUNTED CLO. REMOVED FRAMING AT A/C CLOSET IN GARAGE PER,LOU AVELLI CABINET MTL. METAL CLR. N.T.S. O.C. NOT TO SCALE ON CENTER CONC. S.Y. RE V I S I ONS: RE V I SE ED ENTf;PY LINTEL TO 0F0 CONCRETE CARPET CPT. PROPERTY LINE PUSH BUTTON PG C.T. -OCCUPANCY — RESIDENTIAL, GROUP R3 D. • CONSTRUCTION TYPE — VB DBL. WALL SECTIONS PG D.G. • MIN. INTERIOR FINISH — CLASS B DIA. • BASIC WIND SPEED — 120 MPH (M/S) DIM. DISP. •1—STORY RESIDENCE — DP. -2—STORY RESIDENCE — MAX. HEIGHT AS PER DR. . LOCAL AND STATE CODES DTL. R. RISER D.W. SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 EA. USED FOR DESIGN INCLUDE: ELEV. • CONCRETE MASONRY RESIDENTIAL EXH. • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-02 F.G./Fx. F.G. S Q. FT. CALC . S FLR. DOWNSPOUT RiM. ROOM FLUOR. R.O. ROUGH OPENING FR. DR. DISHWASHER S.C. SOLID CORE EXT DR FTG. S.D. SMOKE DETECTOR GA. ELEVATION GAR. DISP. LIVING 1590 50. FT. G.F.I. GARAGE 409 SQ. FT. GL. ENTRY 26 SQ. FT. GYP. BD. H.B. SHTHG. SHEATHING H.C. EXTERIOR HDR. TOTAL 2325 50. FT. HGT. OR HT INSUL. FIXED GLASS SIM. INT. PATIO 40 5Q. FT. ABBREVIATIONS I REVISIONS ABOVE LAV. LAVATORY DATE DESCRIPTION 1/1-1/09 MODIF'i- ELEVATIONS AND ROOF AT FRONT ELEVATIONS AIR CONDITIONING AD7USTABLE MUM. M.C. LUMINOUS MEDICINE CABINET 1A—DOWEL PER D.R.N. ALTERNATE AMPERAGE MFR. MIN. MANUFACTURER MINIMUM -1/1-1/mg APPLY FLOOR PLAN CHANGES FROM FIELD BOARD M.T. METAL THRESHOLD CENTER LINE MTD. MOUNTED 1/30/m9 REMOVED FRAMING AT A/C CLOSET IN GARAGE PER,LOU AVELLI CABINET MTL. METAL CEILING CLEAR N.T.S. O.C. NOT TO SCALE ON CENTER 5/3/09 S.Y. RE V I S I ONS: RE V I SE ED ENTf;PY LINTEL TO 0F0 CONCRETE CARPET PL P.B. PROPERTY LINE PUSH BUTTON PG ONELEVATION u Cu u n p DETAILS PG CERAMIC TILE PH. PHONE DRYER PLT. PLATE WALL SECTIONS PG D4—MISC. DETAILS DOUBLE PLYWD. PLYWOOD DUAL GLAZED PR. PAIR DIAMETER P.T. PRESSURE TREATED DIMENSION R. RISER DISPOSAL RAD. RADIUS DEEP R.A.G. RETURN AIR GRILL DOOR REF. REFRIGERATOR DOWNSPOUT RiM. ROOM DETAIL R.O. ROUGH OPENING DISHWASHER S.C. SOLID CORE EXT DR EACH S.D. SMOKE DETECTOR ELEVATION S.H. SINGLE HUNG EQUAL SHT. SHEET EXHAUST SHTHG. SHEATHING EXTERIOR SHWR. SHOWER FIXED GLASS SIM. SIMILAR FUEL GAS SL. SLIDING FINISH SL. GL. SLIDING GLASS FLOOR STD. STANDARD FLUORESCENT SWS SHEAR WALL FRENCH DOOR SECTION FOOTING TEMP. TEMPERED GLASS GAUGE THK. THICK GARBAGE DISPOSAL T.O.C. TOP OF CURB GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GLASS TYP. TYPICAL GYPSUM BOARD U.N.O. UNLESS NOTED HOSE BIB OTHERWISE HOLLOW CORE V.P. VAPOR PROOF HEADER W. WASHER HEIGHT W/ WITH INSULATION WD. WOOD INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON ,b" IVDLX OF DhAGM1'INGS SHEET # DESCRIPTION PG C1—COVER PAGE. PG GN— GENERAL NOTES PG 1—FOUNDATION PLAN PG 1A—DOWEL PLAN PG 1B— LINTEL SCHEDULE PG IC—WIND LOAD CALCULATIONS PG 2—FLOOR PLAN PG 313—ELEVATION "B" FRONT & REAR PG 4B—ELEVATION "B" LEFT & RIGHT PG 5BD— FRAMING PLAN ELEVATION "B" PG 6—ELECTRICAL PLAN PG D1—FOUNDATION DETAILS PG D2—MISC. DETAILS PG D3-1—STORY WALL SECTIONS PG D4—MISC. DETAILS PG D5—MISC. DETAILS PERMIT# 10' DATE: s A R C H I T E C T S DesPne. n ro u 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA SOUTH LOT ff00 PRO JEC T# 1703.00 MODEL: "1890" GARAGE SWING: LEFT PAGE: COVER PAGE ARCHITECT: STATE OF FLORIDA CANTWELL 1012079 DATE: 09/08/09 SCALE: 1/4"=1'-0" SHEET c I �� OFFICE GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION 8301.2.1.2 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 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/2-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN 1/4 INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 31-0".FRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER %11 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, UNO. Fb =1,500 PSI Fv =175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 518" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF 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 3/4" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 8" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, %" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 311.2. A R C H IT E C TS Des prign Grnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & IAT: TUSCA SOUTH LOT ;/50 PROJECT# 1`03.00 MODEL: "1890" GARAGE SWING: LEFT PAGE: GENERAL NOTES ARCHITECT - STATE OF FLORIDA JAMEANTWELL AR/NO 12079 DAT.L: 09/08/09 sCAl 1/4" SHEET OF I"'�/A -- FOUNDATION PLAN - - - - - - - - - - - - - I_�g19'-9" 10'-011 24"X24"X12" — — CONC.F'AD 1 -41/2„ u1/3�'S E.W. ON CI-IAIRS u MIN. 3" COVER i I SLAB (2) T1'. P , -3 1/2" -211 11'-2" I i 10 �iC0�0 ,.---------------------- 17'-9" 14'-011 4 1/2 " I 24'X24'X12' I CONC.FAD W/3S'S E.W. ON CI -1A f R5 MIN. 3" COVER ® I 4" (2) T'P.CoNa = I sLAB ui I O I I � I -3 1/2" (20'-8 8'-2" I I lm D �4 COVE�1_'PT� I i 1 �OP'T. 3rd CAR GABA i EXTEND ///,— SL,4E3 1 1/2 " — I 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 SUHDIV. & LOT: TUSCA SOUTH LOT X50 PROJECT# 1703.00 MODEL: "1890" GARAGE SWING: LEFT PAGE: FO UND ATIO PLAN ARCHITECT STATE Or-'- " JAMES t DAT SCAT SHEET I I I I I i I i I I I I I I5,_4II I --- / ---g I I I I I I I � ---------------- I 1 I I -- 101-411 I i ELIQV® B & D 99 *PT. 3rd CAR GARAGE I I I I I A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: TUSCA SOUTH LOT ;//50 PROJECT# 1"703.00 MODEL.- )) 1890 ODEL:"1800 GARAGE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA wo kNTWELL 12079 DA#: 09/08/09 SCALE: 1/4"=1'-0" SHEET lAorlol i SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U -LINTELS R� SCHEDULE LINTEL NO. GRAVITY GRAVITY L 1 LATERAL TYPE OF 2F8-015 SF12-05 16 -ID 0 -ID 4- 28-0E31-OEI aW30-05 LENGTH 5118 8FF6-27 8WI0-2 16-2 20-2 4-2 28-2 8F32 -2t 8 SFS aFa-]s a1=12 -1e SFib-1B aF20-15 eF24-15 8F2a-IB X32 -1B 8F30 -IB 4101E423-1 3166 4413 6039 1526 9004 10412 11936 2'-10"(34') PRECAST 2302 1821 3412 4982 6412 1941 2021 2021 4'-6' 054') PRECAST 1351 3166 4413 6039 1526 9004 10412 11936 SF24-05/1T 4'-6' (54') PRECAST 3138 3311 4689 6001 1315 8630 9941 3'-6' (42') PRIECAST 2302 (42') PRECAST 16f02 1550 2058 2566 3015 4643 5'-8' (68") PRECAST 1251 3166 4413 6039 1526 9004 10412 11936 6061 1036 2325 2496 3461 4438 5410 6384 1358 4'-0' (45') PRECAST 2029 6245 938 935 1924 1818 1925 2150 3583 4422 2646 4413 6039 1526 9004 10412 11936 4'-6' (54') PRECAST 16r�1 1181 1913 2651 3403 4149 4896 5644 1105 2435 2110 4021 6039 1526 9004 10412 9668 1393• 1484 1223 1301 1809 2311 2826 3336 3846 5'-4' (64') PRECAST 1184 161 1311 2252 1958 2451 2944 505 505 1665 2889 5051 6096 5400 6424 1450 164 1000 1059 1414 1889 2304 2121 3131 5'-10"(-10') PRECAST 912 834 5'-10"(10') PRECAST 1011 1342 1614 1886 9'-8' (116') PRECAST 311 1459 2464 4144 5458 4431 5280 6122 PRECAST 93i 1255 2101 3263 2146 3358 3911 4585 2250 2169 1255 2101 3396 5260 1134 8995 6890 1684 2192 1029 1615 2385 1994 2439 2886 3333 Z'-6" (90')PRECAST 161 1914 2354 2191 3240 1615 2610 3839 5596 6613 5041 9'-4' (112') PRECAST 513 1029 1049 1469 1210 1482 1154 2021 9'-4' (112') PRECAST j4a2 1212 1818 2544 3469 4030 3121 10'-6"(126') PRECAST 456802 801 1125 915 1122 1328 1535 2634 1025 1514 2081 2114 3130 2404 1496 1131 598 935 1365 1854 2355 1193 2015 11'-4' (13(o') PRECAST 445 2358 666• 439 696 899 1104 598 935 1365 1854 2441 3155 4044 545 864 1254 1689 2014 1510 1818 12'-0"(144') PRECAST 414 1295 1595 1896 2198 601• 400 555 864 1254 1693 2211 2832 3590 12'-0"(144') PRECAST 42-1 126 1028 1331 1635 1224 1418 13'-4' (160') PRECAST 362 631 486 818 12019 1514 1199 2086 485 148 1016 1438 1855 2343 2920 1153 381 648RNR 1190 1462 1081 1260 14'-0"(168') PRECAST 335 302 398 513 409 682 1004 1361 1631 455 100 1335 1114 2153 2666 14'-8" 0116') PRESTRESSED N R NR NR NR NR NR NR 465 165 2045 2610 3185 3165 15'-4" (184') PRESTRESSED N.R.NR 922 NR 1561 NR NR NR NR 243 295 420 695 1250 1 1855 2310 2890 3410 11'-4' (208")PRESTRE66ED N.R. NR NR NR NR NR NR NR 35-1 310 530 950 1400 1800 2200 2600 19'-4' (232') PR>=STRESSED N R NR NR NR NR NR NR I NR 925 240 400 150 1090 1400 1120 2030 21'-4' (256 ") PRESTRESSED N.R NR NR NR NR NR NR NR 1012 1381 183 330 610 1 940 1340 1180 2110 22'-0'(264')F'RESTRE58E0 N.R. NR NR NR NR NR NR NR 449 649 1 160 300 510 810 1250 1660 1910 201 313 NR NR NR NR NR I NR NR 24'-Or288') PRESTRESSED NR N.R. 204 165 130 1 240 410 120 1030 1 1350 1610 8" PRECAST & PRESTRESSED U -LINTELS •RZ=DUGE VALUE 5T 25% FOR GRADE 40 FIELD I�EMAR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS kn�_Mwq SCHEDULE LINTEL NO. UPLIFT GRAVITY L 1 LATERAL TYP ZTI-1 OF t 16 -IT 20-17 24-I 28 -IT SF32-1T aW30-05 LENCsTN SES-051IT 8FF6-27 8WI0-2 16-2 20-2 4-2 28-2 8F32 -2t 8 SFS 72'-10"(34') SF26-I5 8F30 -IB 4101E423-1 1591 6569 1811 9055 4929 5904 PRECAST L 9 4'-6' 1821 3412 4982 6412 1941 2021 2021 4'-6' 054') PRECAST 1351 1449 3981 2114 6401 1630 8851 1'-6" SF24-05/1T 4'-6' (54') PRECAST 1102 3412 3260 6412 5219 6204 1192 853 853 (42') PRECAST 16f02 1550 2058 2566 3015 4643 5'-8' (68") PRECAST 1251 1251 2165 2215 3165 4125 5091 6061 1036 1153 2162 4'-0' (48') PRECAST 1818 1989 2832 3680 4532 5381 6245 938 935 1924 1818 1925 2150 3583 4422 5264 6110 4'-6' ( 4') PRECAST 1660 1162 2501 3251 4010 4161 5525 �2 i -12 1 5450 1660 1105 2435 3111 3913 4658 5406 3223 3812 4522 1393• 1484 2110 2141 3315 4010 4648 8111 6101 5 -4. ( 4') PRECAST 118 161 1311 2252 1958 2451 2944 505 505 1393 1431 2050 2610 3293 3920 4549 164 1 1311 1 1212• 1351 1930 2505 3084 3665 4241 420 834 5'-10"(10') PRECAST 1011 1342 1614 1886 9'-8' (116') PRECAST 311 418 418 1212 1315 1815 2441 3010 3583 4151 1491 1 2119 6'-6' Cls") PRECAST 1141• 1200 1133 2250 2169 3290 3812 _101 887 1141 1182 1684 2192 2103 3216 3132 959• 912 1415 1914 2354 2191 3240 591 65-1 990 1029 1466 1901 2351 2191 3245 9'-4' (112') PRECAST 801* 612 980 1269 1560 1852 2144 454 630 801 155 1192 1550 1910 2211 2634 PRECAST 116 498 193 1021 1261 1496 1131 396 493 116 611 1039 1389 ]111 2034 2358 666• 439 696 899 1104 1309 1515 (1�6') PRECAST 363 556 666 535 905 1295 1595 1896 2198 601• 400 631 1001 1186 1312 12'-0"(144') PRECAST _L16__ 340 494 631 486 818 12019 1514 1199 2086 500• 340 532 686 841 991 1153 13'-4'(I�0')PRECAST 302 398 513 409 682 1004 1361 1631 1891 458• 316 493 635 118 922 1065 14'-0'(IF©W) PRECAST 286 360 548 318 629 922 1254 1561 1516 243 295 459 591 124 851 990 14'-8' (1-16') PRESTRESSED N.R. 35-1 243 352 582 852 1156 1491 1142 228 218 430 553 611 801 925 l5' -4'(I&- -l') PRESTRESSED N.R. 32i 228 329 542 191 1012 1381 1616 188 236 361 464 561 610 114 (208')PRE5TRESSED 188 216 449 649 1 814 1121 1389 N.R. 255 165 201 313 401 490 518 661 19'-4' (232') PRESTRESSED N.R. 204 165 239 383 550 136 940 1160 145 186 218 356 433 512 590 21'-4' (25(W)PRESTRESSED N.R. 172 142 212 336 411 635 801 993 22'-0'(264')PRE6TRE6SED 140 180 268 343 418 493 568 161 131 205 322 451 601 111 941 IN.R. 24'-0'(288') PRESTRESSED 121 165 244 312 380 441 51512d 186 290 408 538 680 833135 •RZ=DUGE VALUE 5T 25% FOR GRADE 40 FIELD I�EMAR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS kn�_Mwq SCHEDULE LINTEL NO. UPLIFT GRAVITY L 1 LATERAL TYPE efF&-IT 8r�lm-IT aIRF14-1T BW18-IT OW22-1T 8FF26-IT 8(RF30-I 6-0 OW10-05 8r�14- IB -0 8RF22- 8 26- aW30-05 LENCsTN SES-051IT 8FF6-27 8WI0-2 OW14-2T SWIB-2T SW22-2T eRFb-IB 9W10-I5 8f�14-IB st18-I5 Sh'F22-IB SF26-I5 8F30 -IB 4'-4' (52') PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 L 9 4'-6' 1821 3412 4982 6412 1941 9416 10818 4'-6' 054') PRECAST 1351 1449 2182 2114 3600 4481 5315 1'-6" SF24-05/1T 4'-6' (54') PRECAST 1102 3412 4982 6412 1941 9416 853 853 832 16f02 1550 2058 2566 3015 4643 5'-8' (68") PRECAST 185 924• 1112 1195 2423 464151 3689 4325 1153 2162 4014 6412 6516 5814 ll9 1500 1449 1924 2400 2816 1141 5'-10" (�0'J PRECAST 135 3603 4230 896• 1138 1142 2352 1103 2051 3811 6412 6516 5450 6'-8' 180') PRECAST 822 901 1611 2933 2516 3223 3812 4522 896 1099 9Ol 1611 2933 4100 6130 8111 6101 (0'-8' (80I)PRECAST 118 161 1311 2252 1958 2451 2944 3439 '11401(90') PRECAST 665 118 956 1468 1981 2509 3035 3563 164 1 1311 1 2329 1 3609 5492 6624 5132 2153 3221 420 834 1253 1011 1342 1614 1886 9'-8' (116') PRECAST 311 110 941 688 849 1302 1162 2225 535 9281 1491 1 2119 2618 3595 2815 8" PRECAST W/ 2" RECESS DOOR U -LINTELS •KtUUr-t YALUt EyT R;lm t -VK GKAUt 420 HL:LU KtBAK C I I---- L- 4 l , ESGsRESS EGRE55 ELEVATION. 99A & 95 C 9' MATERIALS SCHEDULE LINTEL NO. UPLIFT T`1 f=E T* PCOMMENTS ELEV. A S ELEV_"C"D L 1 LATERAL b!7! 7TYP efF&-IT 8r�lm-IT aIRF14-1T BW18-IT OW22-1T 8FF26-IT 8(RF30-I 0 4'-6" 5F24-15/iT 6FIro-15/1T s BF�J SRF SES-051IT 8FF6-27 8WI0-2 OW14-2T SWIB-2T SW22-2T OW26-2 8W30-2 SF16-05/1T L 65F24-05/IT 1244 1513 2413 3260 4112 4961 5825 9'-4' SF24-15/1T 4'-4' (52') PRECAST L 9 4'-6' SF24-05/1T SF16-OB/1T L 10 4'-6' 8F24-OB/1T 932 932 5'-10" 1244 1519 2339 3110 4008 4850 5696 1'-6" SF24-05/1T 4'-6' (54') PRECAST 1192 1501 2311 3121 3931 4156 5511 853 853 1192 1455 2240 3036 3831 4643 5453 924• 1112 1195 2423 3055 3689 4325 5'-5' 068') PRECAST 501 501 924 1132 1141 2351 2918 3603 4230 896• 1138 1142 2352 2965 3581 4198 5'-10" (10') PRECAST 469 469 896 1099 1690 2288 2891 3491 4106 (0'-8' (80I)PRECAST 118 882 1513 2042 2513 3101 3642 830 1100 118 956 1468 1981 2509 3035 3563 bee 691132r2 1810 2280 2153 3221 Z'-6' 090') PRECAST 110 941 688 849 1302 1162 2225 2690 3151 9'-8' 0116') PRECAST 533• 433 808 1123 1413 1104 1995 516 614 533 521 1009 1369 1128 2088 2450 •KtUUr-t YALUt EyT R;lm t -VK GKAUt 420 HL:LU KtBAK C I I---- L- 4 l , ESGsRESS EGRE55 ELEVATION. 99A & 95 C 9' MATERIALS 8RF30=05AT OF32-05/7 8F32-15AT ^STm<*94ETt LINTEL SCHEDULE LINTEL NO. LENGTH T`1 f=E T* PCOMMENTS ELEV. A S ELEV_"C"D L 1 ■. - ■ HUM■ 81=16-18/1T 0 4'-6" 5F24-15/iT 6FIro-15/1T s 8RF30=05AT OF32-05/7 8F32-15AT ^STm<*94ETt LINTEL SCHEDULE LINTEL NO. LENGTH T`1 f=E T* PCOMMENTS ELEV. A S ELEV_"C"D L 1 4'-6" 5F24-18/iT 81=16-18/1T L 2 4'-6" 5F24-15/iT 6FIro-15/1T L 3 4'-6" 0RF22-05/1T SES-051IT L 4 1i'-4" SF24-15/IT 8F36-IB/IT L 5 4'-6' &F24-05/iT SF16-05/1T L 65F24-05/IT 5F24-OB/iT SF16-05/1T L -1 4'-6' 2F24-15AT 8F16 -15/1T L 8 9'-4' SF24-15/1T SF32-15AT L 9 4'-6' SF24-05/1T SF16-OB/1T L 10 4'-6' 8F24-OB/1T 81=16-05/7 L 11 5'-10" SF24-15AT SF16-1P/iT L 12 4'-6' 8F24 -05/1T 5F16-05/7 L 13 1'-6" SF24-05/1T SF16-05/7 L 14 9'-4" 8F24-15/IT 8F36-IB/IT L-13 (2) 25-5H EGRESS ELEV. 99 B 9 9 & 99 D!9!9 BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "8" *9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" SEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" *9'-4" SEARING HEIGHT THROUGH OUT ELEVATION "C" d "D" LINTEL S u"" HE D U L E I. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 pal. 3. f'c grout = 3000 pal w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GI 60. 6. Prestressing Strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. 0 OPTIONAL 3RD. CAR GAR. 8'-8" CLG. 8'-t0" X -i'-f0" O.H. 0 0. BATH SI-QII CLCD. Ll I L -----J 2 -CAR GAR. V-5" CLG. LAUN. 81-QII CLC. --------- ^ 16'-0" X 1'-0" O.H. --------------------- L-14 L- 4 - - - - - - - - - - - - - - - - - OPT ® 3rd CAIS G'RAG GENERAL NOTES SAFE LOAD TABLE NOTES I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled T1'F'E 1:)E61GN,4TION I. Provide full mortar head and bed Joints. lintels must be reduced by 209. if bearing length is less than 6-1/2'. 2. Shore Filled lintels as required. Safe loads for all recessed lintels based on 8' nominal bearing. F = FILLED WITH GROUT / U = UNFILLED 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified_ QUANTITY OF *5 REBAR AT vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. BOTTOM OF LINTEL CAVITY 5. All lintels meet or exceed L/360 vertical deflection, except lintels 11'-4' and 5. Additional lateral load capacity can be obtained by the designer by providing longer with a nominal height of 8' meet or exceed L/180. addlonal reinforced masonry above the precast lintel. �, _ 1/� 6. 5ottom Field added rebar to be located at the bottom of the lintel cavity. 6. One 01 rebar may be substituted for two 05 rebara in 8' lintels only. l_ 1/32 diameter wire stirrups are welded to the bottom steel t For r mechanical anchors e. g the designer to 1. d 1 n r ma evaluate concentrated loads from the safe load blew b 8. Cast -In- lace concrete may be provided in composite inial to to co 9 y y J 1 I u of concrete masonry unite. i L p y p p y calculating the maximum restating moment and shear at d -away from the face of support. NOMINAL WIDTH -1 QUANTITY OF "5 9. Safe load ratings based on rational design analysis per AGI 318 and ACI 530 8. For composite lintel heights not shown, use safe load from next lower height. NOMINAL HEIGHT --II RESAR AT TOP 9. All safe loads in units of pounds per linear foot_ A R C H IT E C T S Design Gurop �n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVBDIv. & LOT: TUSCA SOUTH LO FI' TTO 0 PROJECT# 1703.00 MODEL, "1890" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE ARCHITECT STATE OF FLORIDA JAME_$X�NTWELL Art/ 012079 DATA: 09/08/09 SCALE: 1/4"=1'-0" SHEET O F 161 "5 REI3AR AT TOP MIN. (1) REQ'D 'd• I-1/2' CLEAR z "` GROUT 0 S RE15AR AT BOTTOM - • • OF LINTEL CAVITY 5OTTOM REINFORCING 1-5/8'ActUAL PROVIDED iN LINTEL NOMINAL WIDTH 8' (VARIES) A R C H IT E C T S Design Gurop �n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVBDIv. & LOT: TUSCA SOUTH LO FI' TTO 0 PROJECT# 1703.00 MODEL, "1890" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE ARCHITECT STATE OF FLORIDA JAME_$X�NTWELL Art/ 012079 DATA: 09/08/09 SCALE: 1/4"=1'-0" SHEET O F 161 C 11 (2) 25-5H 13 EGRESS W/ ELEV. "5" (2) 26 -SH 3 EGRESS W/ ELEV. "D" G)-_ ((z) ELEV"ATION "A" EGRESS W/ ELEV. "A" Q n 99 c 9' BEARING HEIGHT THROUGH OUT ELEVATION "A" d "B" *9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" $ "D" EGRESS W/ ELEV. "A" Q ELEV. 99 B 99 & 99 D 99 BEARING HEIGHT THROUGH OUT ELEVATION "A' 4 "B" *9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C' 4 "D" OPTIONAL 3RD. CAR GAR. 5_- 0" X 11_011 O.H. 14 WIND LOAD a 00 00 0 F ------I L -----J 2 -CAR GAR. LAUN. 16'-0" x 1'-0" O.H. ------------------- CO OPT. 3rd CAR GARAGE COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE fl0 MPH WIND REMARKS 120 MPH WIND 1 1-f 25 -SH EGRESS 5 21.1 / -25.0 ELEV. "A' 25.0/ -33.1 IA 19 26 -SH EGRESS 5 20.9 / -21.0 ELEV. "C„ 24.6 / -32.6 2 1125-5H EGRESS 5 21.1 / -25.0 ELEV. A " 25.®/ -33.1 2A 19 26-5H EGRESS 5 20.9 / -2-1.0 ELEV. "C" 24.8 / -32.6 3 20 3068 DR4 20.8 / -22.6 24.1 / -26.9 3 4 16"x40" TRANS. ABV 4 21.8 / -23.6 ELEV. C D 25.9 / -28.1 4 112 16 -I '-0 X '-0 GARAGE DR. 5 18.3 / -22.4 21.8 / -2&.7 5 11 25-5H EGRESS 4 21.1 / -22.9 25.1 / -2-1.3 6 1� 25 -SH EGRESS 4 21.1 / -22.9 25.1 / -2-1.3 � 11 25 -SH 4 21.1 / -22.9 25.1 / -2-1.3 8 19 8'-®" X 6'-5" S_ G. D. 4 20.9 / -22.7 24.8 / -21.0 9 I-1 25 -SH 5 21.1 / -28.0 25.0/ -33.1 10 1� 25 -SH 5 21.1 / -25.0 25.0 / -33.1 11 24 35-51-1 4 20.6 / -22.4 24.5 / -26.1 12 I� 25 -SH EGRESS 4 21.1 / -22.9 25.1 / -27.3 13 34 (2) 25 -SH EGRESS 4 20.2 / -22.0 ELEV. "B" 24.0 / -26.2 13A 38 (2) 26 -SH EGRESS 4 20.01 -25.6 ELEV. "D° 23.5 / -30.5 14 1-1 5'-0" X 7'-0" O.N. 4 19.4 / -24.4 23.1 / -29.0 WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 2004 ALLOWS THE PRESSURES TO BE AVERAGED WHEN THE OPENING IS PARTIALLY LOCATED IN E30TH ZONE 4 AND ZONE 5 WIND PRESSURES ARE BASED ON WIND SPEED=120MFH (3 SECOND GUST) IMPORTANCE FACTOR=1.0 EXPOSURE CATEGORY = B MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED BUILDING 1 1 _ � II PERCENTAGE OF AREA WITHIN ZONE 4: A4=11.33=16=0.71f1' I PERCENTAGE OF AREA WITHIN ZONE 5: A; = 4.66 - 16 = 0.29 ft2 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 psc. AVERAGE GARAGE DOOR PRESSURE: p=21.8/-24.8 - v,P A R C H IT E C TS Design GrouFrn�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. 8a LOT: TUSCA SOUTH LOT X50 PROJECT'# 1703.00 MODEL: "1890" GARAGE SWING: LEFT PAGE: WIND LOAD CALCULATIONS ARCHITECT: STATE OF FLORIDA 4ysp 0 yovvv NTWELL 12079 DA#: 09/08/09 .'SCALE: 1/4" SHEET I c OF I 401-011 11'-2" 28'-1011 14'-411 51_011 PATIO 101_0"x�{`ttI_o11 H5 25-5H 80%8 S.G.D. 25-6H ACTIVE I — KITCHEN ® II NOOK I a' -a" CLG. Z I I a' -a" SLG. 0 O U4 (TILE) 0 ® I I (TILE) —4- 00 -- O I IN 1 Q I I ^ GREAT I ROOM 40 Yz" LOW _ I 8' WALL W/ 0 I (CARPET) OIY I 13'-g" 14 TOP 5'-1111 I 20'-4" -J 4-0 I� 10'-011 cn 3 -SH Q u IR-1SN CJ —OPT. 5DRM#4 SHOWN NSI I _ �----------- I N W.I.C. G. �' aGARPEG I - I II G� DINING N OWNERS I II II ROOM = SUITE 8'-a" CLG. - ® m I II (CARPET) (CARPET) to Li- 4 L :1 Q /J� m 18'-0" 1'-a" �'-4" m I I 13-011 101-111 31=0 " 41-3111` 2'-4" m 6' -0" 011 o --- `" OPT I I OPT I ELLIPSE N W D 8 FROM GLG W - II L--JL--J TO CENTER W ,^ BDRM.#3 !) m �0 CARPET 3'=10 1/2" 42" -HIGH 51-11 1/2" 21-3" 41-011 -g° 61.011 _011 KNEE WALL 0. BATH, LAUN. _ 5'-a11 GL�...i. al -all X OPT. (TILE) - GLG. FOYER - LAV. TILE) '- S'-8" CLG. 0 � I-�-� - (TILE) �Q/ Mt = 4-0 - - - -13F. C11-- 2" STEEL 20 MIN. U w fY IR-1SH - - WH. .PIP - ;GOND 50 � �U ARD t OL O l l m o 0 61_211 31_411 _ -- r 22 "x5411 J U- `� I ATTIC I ,� w to � 6' LAV. WG � w m L ACCESS j ") m — MTL. BATH m 0 - - - * -&2 ~ cn 1611x4011 TRANS. - (TILE) ABV. ELEV.2-0 11611 4 `D` ONLY br 5F. IR_ 15H 3 -SH ------- 4 - 0 EF. 2—CAR GAR. c° ENTRY s 8'-5" CLG. 6' a'-8" GLG. 3'-1011 21 611 -11 011 BDRM. 2 I 4Xa 5M. GLG. (CARPET) HEADER 0 `Q 26 -SH -SN EGRESS 26 EGRESS - 16'-0" X 7'-0" O.H. SQ.F1 . CALC.9S W/ ELEV. "G11 W/ ELEV. "c" LIVING GARAGE ENTRY 1890 409 26 SQ. FT. SQ. FT. SQ. FT. iolh 111 1101 TOTAL PATIO OPT. COV. PATIO OPT. GOV. PATIO 2325 40 80 168 SQ. FT. SQ. FT. SQ. FT_ SQ. FT_ 25 -SH 25 -SH EGRESS EGRESS W/ ELEV. "All W/ ELEV. "All 2'-0' / 1_411 51_/7\11 . 20'-0" 401-011 FLOOR PLAN ELEVATION „A„ & „r„ 5EARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" *9'-4" 5EARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" e 0 N N 9-1/2" 2n I ELEC. OUTLET PER ELEG. GODE DSL. PLATE �m to Z Lu u \=e (2) 26 -SH EGRESS W/ ELEV. "D" (2) 25 -SH EGRESS /J� /J� 3'-411 W/ ELEV. 11111 10,-ol, ELEV. 99 B 99 & 99 D 99 *5'-8" 5EARING HEIGHT THROUGH OUT ELEVATION "All 4 "5` *9'-4" SEARING HEIGHT THROUGH OUT ELEVATION "C" 4 101011 10, - 16x6 POST I I I I COVERED I PATIO 8'=8° CLG. 3'=0" 14'-2° I I I - -8068 S.G.D. ACTIVE EXTERIOR MASONRY WALL 5RG. HEIGHTS 9'-4" 5RG. MODEL SPEGIFIGATIONS * GARAGE DRYWALL TO 5E TAPED, UNPAINTED, UNFINSHED * WINDOW SILLS TO 5E OPTIONAL * MASTER AND SECONDARY 5ATH TO RECEIVE 36" MIRROR * VANITY MIRRORS TO 5E RAISED OFF 5ACK5iPLA5H * ALL DOORS ARE 6'-8" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES TO 5E WALL MOUNTED 6x6 POST 6x6 POST I I I I I COVERED I PATIO 14'-0"X121-011 Q1 _/f 11 1 C1 141=211 I I �35-SH ACTIVE ----- COVERED PATIO' allUV. P A T I O SEARING HEIGHT THROUGH OUT ELEVATION "A" 4 11511 BEARING HEIGHT THROUGH *9'-4" FEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" OUT ELEVATIONC4 "D" *9'-4l' SEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" �� -' 0. BATH LAUN. GOND p S' -a" CLG. al_811 10'-0" 1 / co (TILE) CLG- (TLE) 60" LAv. yk T ' o0 0o MT = 20 MIN. WH. 2 TTx54 ° — ATTIC L ACCESS j 2" STEEL PIPE N = .� OPTIONAL ' 3RD. CAR GAR. N a' -a" CLG. 2—CAR GAR. a' -al' GLG. H5 a' - 0" X -71-01, O.H. --------- ------ 16--0" X-11-0_O.H------ I - -------------------- 1'-411 SI_o11 II -0" I/ '-011 1-/711 10'-0" 201-011 — — — — — — — — — — — — — — — — — — — — — 0 P T® 3rd CAR G *8 -8 BEARING HEIGHT THROUGH OUT ELEVATION A B *9'-4" 5EARING HEIGHT THROUGH OUT ELEVATION "G" 4 "D" A R C H ITEITI Desi n ro U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOZ TUSCA SOUTH LOT x;50 PROJECT# 1703.00 MODEL: "1890" GARAGE SWING: LEFT PAGE: FLOOR PLAN rARCHITECT: TATE OF FLORIDA Qy$poq/, JAM CANTWELL NO 12079 mommoo D E: 09/08/09 SCALE: 1/4"=1'—O" SHEET 2 OF SQ.F1 . CALC.9S LIVING GARAGE ENTRY 1890 409 26 SQ. FT. SQ. FT. SQ. FT. TOTAL PATIO OPT. COV. PATIO OPT. GOV. PATIO 2325 40 80 168 SQ. FT. SQ. FT. SQ. FT_ SQ. FT_ 6x6 POST 6x6 POST I I I I I COVERED I PATIO 14'-0"X121-011 Q1 _/f 11 1 C1 141=211 I I �35-SH ACTIVE ----- COVERED PATIO' allUV. P A T I O SEARING HEIGHT THROUGH OUT ELEVATION "A" 4 11511 BEARING HEIGHT THROUGH *9'-4" FEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" OUT ELEVATIONC4 "D" *9'-4l' SEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" �� -' 0. BATH LAUN. GOND p S' -a" CLG. al_811 10'-0" 1 / co (TILE) CLG- (TLE) 60" LAv. yk T ' o0 0o MT = 20 MIN. WH. 2 TTx54 ° — ATTIC L ACCESS j 2" STEEL PIPE N = .� OPTIONAL ' 3RD. CAR GAR. N a' -a" CLG. 2—CAR GAR. a' -al' GLG. H5 a' - 0" X -71-01, O.H. --------- ------ 16--0" X-11-0_O.H------ I - -------------------- 1'-411 SI_o11 II -0" I/ '-011 1-/711 10'-0" 201-011 — — — — — — — — — — — — — — — — — — — — — 0 P T® 3rd CAR G *8 -8 BEARING HEIGHT THROUGH OUT ELEVATION A B *9'-4" 5EARING HEIGHT THROUGH OUT ELEVATION "G" 4 "D" A R C H ITEITI Desi n ro U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOZ TUSCA SOUTH LOT x;50 PROJECT# 1703.00 MODEL: "1890" GARAGE SWING: LEFT PAGE: FLOOR PLAN rARCHITECT: TATE OF FLORIDA Qy$poq/, JAM CANTWELL NO 12079 mommoo D E: 09/08/09 SCALE: 1/4"=1'—O" SHEET 2 OF 11'-4 1/2" O.A. HGT. STONE VENEER TYi-.---,,,, m' -ID" FIN. 1= - 5'-0" BRCS. HGT. O' -O" FIN. FLR. 12 I 5 3ro" 1/2 RND. SCORED LOUVER _I� hLEI ii I_ A1C Ali I 1:1FD I �I_J �1 FRONT TEXTURED FINISH SCORED LOUVER OFF RIDGE VENT 1 2 l REAR ELEVATION TEXTURED FINISH 0 '-&" BRCx. HC -%T. KJ" SCORED BAND STONE VENEER TYF. k0'-0" FIN. FLR. 8'-8" BRCS. HC -;T. 40'-0" FIN. FLR. Cf--% -X T u V. PATIO Io'xa' �� COv. PATIO 5'-8" BRCS. HGT. �L m O' -O" FIN. FLR. SCORED �> BAND 3(" 1/2 R_ND. TYF. SCORED LOUVER FL -11 Ll ��0❑�0❑� SCORED BAND TYF. r d CAR GARAGE O FRONT ELEVATION oLS' - S" BRG. HC�T. Oil O' -m" FIN. FLR. 3rd CAR GARAGE OPT. REAR ELEVATION ARCH ITECTS Design Group,nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: TUSCA SOUTH LOT X50 PROJECT# 1703.00 MODEL: "1890" GARAGE SWING: LEFT PAGE: ELEVATION >> B >> FRONT & REAR ARCHITECT: STATE OF FLORIDA s4AO n/i JAMS ' �AMTWELL A T O 12079 D : 09/08/09 84,4 -LE: 1/4 =1'-0" SHEET 3'1EH 21- 0'-0" FIN. FLR. 8'-8" BRG. HCT. 5r�> SCORED BAND TYF. OFF RIDGE VENT OFF RIDGE VENT LEFT L: 1 OFF RIDGE VENT f' -®II STONE VENEER TYF. m' -O" FIN. FLR. rLcA R I BHT TEXTURED FINISH ELEVATION TEXTURED FIN15H OFF RIDGE VENT L 03 12 5 SCORED BAND TYF. STONE VENEER V'-&` BRG. NGT. I -0 MRI (:DCOV. PORCH LEFT 51M. '-8" BRG. HGT. 8'-S" BRG. HGT.OIL 1 2 I — — — — m' -m" FIN. FLR. I I — —dL P0RC('�5COV. LEFT SIM. 21_411 ( 1 — — — LO SCORED_-®" FIN. FLR. ��nr.in (,��:3FrEc1lr.oCA�Z GARAGE OPT. 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 SUBIDIV. & LOT: 'l'USCA SOUTH LOT X50 PROJECT# 1703.00 m0DE-1.- "1800" GARAGE SWING: LEFT PAGE: ]ELEVATION >' B" LEFT & RIGHT ARCHITECT: STATE OF FLORIDA hep 0 �9h� JAM C�4NTWELL NO 12079 D7E: 09/08/09 SCALE: SHEET B or A (A HEADER SPAN CHART Uig TO CONNECTOR SCHEDULE 51NGLE SIMPSON DES. UPLIFT GRAVITY FASTNER }- META -16 1450 (T) 10d x 1 1/2 ]-PLY/ (6) 16d 2 -PLY O:f Z (2) META -I6 1985 (10) 10d x 1 1/2 1 -PLY 0 1900 (14) 16d 2 -PLY V) Q HETA-16 1810 (9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY DBL 2 DBL 2 DBL 2 DBL 2 HETA-20 1810 (9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY AT EACH END OF HEADER 1 (2) HETA-20 2035 (10) Iod x 1 1/2 I -PLY 3 2500 (12) 166 2 -PLY MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD HGT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD PGT -3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD LTAI 1420 (12) 10d x 1-1/2' VGT 4940 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD (2) VGi (2-FLT/3-KY) 7185/8890 (2) 5/6' 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 HTS -16 1150 (16) 10d x 1 1/2 HTS -20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 925 (10) loci LSTA-18 ++ 1235 (14) 10d (n MSTA-18 ++ 1315 (14) 10d �- MSTA-24 ++ 1640 (18) lod Q:� MSTA-36 ++ 2050 (26) 10ci F- N MST[ -B& 3800 (36) 10d x 1 1/2 MSTI-48 5065 (48) 10d x 1 1/1 H6 95o (8) 8d TO PLATES, (8) 8d To STUDS SP4 885 (6) loci x 1 1/2' TO STUDS A33 150 (4) 106 TO BEAM, (4) 10d TO POST. HCP2 645 (6) loci x I-1/2' HIO 995 (16) 8d x 1-1/2 ABU 44 2200 6665 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG. (12) lbd TO WOOD (n ABU 66 2300 12000 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (12)I6d TO WOOD r)' LTTI9 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (8)10d TO WOOD = 2 LTT205 +++ 1625 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (2) ' BOLT TO WOOD U Z HTT-16 +++ 3955 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (18)16d X 2 1/2 TO WOOD Q HTT-22 +++ 4165 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (32J16d TO WOOD HHDO11-508 2.5+ 11,445 (1)V A.T^.R. IN HIGH STRENGTH EPDXY, (MIN. lo' EMBED-) IN CONC., (24)SD5 4' x ' WOOD HD-1 6480 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONIC., QAW STUD BOLTS TO WOOD MBHA 3.56/1125 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 C.M.U. FACE, (18A0d TO BEAM V) !Y W HUSC412 (WOOD) 3240 2510 (FLOG (10) 166 TO HEADER, (10) 166 TO WOOD 3140 (ROOF) 0 HUC410 (CMU) 1810 5085 18-I/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD Z a HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. Ld +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM 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 MAKING 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 A5TM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARGHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2009' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW05-R', T-ANCHOR5PEC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SPAN (Ft.) Uig TO 5'-0" TO 51NGLE 5TOR'1' APPLICATION SIZE 4' -II 1/2" CLEAR SPAN DBL 2 Df5L 2 DB-} L 2 DBL 2 x 6 x 0 x IID x 12 UP TO 5'-4" 5'-4" " TO -1'-0 I'-0" TO 10"-0" lm' -O" AND OVER TWO STORY AF LIGATION DOWN 5TA11,S �, SUPPORTING END OF HEADER 1 51ZE 3 CLEAR 5f=AN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x IID x 12 UP TO 5'-0" 5'-011 TO 6'-4" 6'-4" TO S" -;a" S' -m" AND OVER MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SPAN (Ft.) Uig TO 5'-0" TO 5'-0" U.N.O. T_f�;f— T3Q. I 4' -II 1/2" -I'-11 1/2" AND UP NUMBER OF HEADER STUDS In 1 �, SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 1 2 AT EACH END OF HEADER 1 all 3 2 x 12 C#2 Sl'P) x/16" OSB NAIL (3) 12d Q 6"-5" O.G. TXP. 2x12 BM.,HDR. FRAMING NOTES: 1. HURRICANE STFAPS TO 8E 1 IANUFACTUFED 5T' SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. T"r=ICAL HURRICANE STRAfi S ARE AS FOLLOWS, U.N.O: * TFUSS TO MASONRI'/CONCRETE SHALL BE META -16 * FLOOR JOIST TO MASONR''/GONGRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL BE MTS -12 3.TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUi=fi=LIED 5r TRUSS MANUFACTURER, 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, i=ROFILE, AND SIZE OF FOOF/FLOOF TFUSSES. S. HEADER SPAN CHART $ MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING fi LAN 2x4 0.5.3. 2x4 ALLOW FOR DRIP EDGE AT BOTTOM AT"T"f=_ FAL&E 5E,4„1 SCALE: NT5 L (M12 .101K.",100F FRAMINU" PLAN 28" OVER I HANG 6 SGD J1 J3 J5 2X12 BM TO 6X6 POST (2) MSTA-24 POST TO SLA5 ABU -66 V8 HUC41m << V4 vv� HUC41m Fj, ��" W/8 -3/16"X2 TAPCON5 (4 TAPCONS C4 `PER FLANGE) PER FLANGE)) @COV. I 2X12 BM TO 6X6 POST (2) M8TA-24 I POST TO SLAB ABU -66 T4 X T4 N I = p T4 (X I T4 i i -":n i . I— : 11=. T4, _ � _ _;I� HUC410 W/5-3/(6 X2 TAPCON5 (4 PER FLANGE) (: ) C 0 V. PU'-"'* R C H M V4 P L HUC41® W/8- 3/fg,"X2 " TAPCONS (4 PER FLANGE) T. (2/"1ETA C2)I"IETA-1 3rd T2 I CAR GARAGE SOUTHERN TRUSS 05/13/09 A R C H I T E C T S Desi n 1Ou Inc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SLTSDIV. & LOT: TUSCA SOUTH LOT #50 PROJECT# 1703.00 MODEL: 1890" GARAGE SWING: LEFT PAGE: FRAMING PLAN ELEVATION )) B" n ,) D7) ARCHITECT - STATE OF FLORIDA Og � JAMS; AR DATE: 09/08/09 :SCALE: 1/4"=1'-0" :SHEET 5 F1 1U orI k — — — GE2 2 T_f�;f— T3Q. I In 1 �, T3 cv (k T3 7 all T3 V8 HUC41m << V4 vv� HUC41m Fj, ��" W/8 -3/16"X2 TAPCON5 (4 TAPCONS C4 `PER FLANGE) PER FLANGE)) @COV. I 2X12 BM TO 6X6 POST (2) M8TA-24 I POST TO SLAB ABU -66 T4 X T4 N I = p T4 (X I T4 i i -":n i . I— : 11=. T4, _ � _ _;I� HUC410 W/5-3/(6 X2 TAPCON5 (4 PER FLANGE) (: ) C 0 V. PU'-"'* R C H M V4 P L HUC41® W/8- 3/fg,"X2 " TAPCONS (4 PER FLANGE) T. (2/"1ETA C2)I"IETA-1 3rd T2 I CAR GARAGE SOUTHERN TRUSS 05/13/09 A R C H I T E C T S Desi n 1Ou Inc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SLTSDIV. & LOT: TUSCA SOUTH LOT #50 PROJECT# 1703.00 MODEL: 1890" GARAGE SWING: LEFT PAGE: FRAMING PLAN ELEVATION )) B" n ,) D7) ARCHITECT - STATE OF FLORIDA Og � JAMS; AR DATE: 09/08/09 :SCALE: 1/4"=1'-0" :SHEET 5 F1 1U orI k ELECTIRICAL LEGEND 5''�MJ BOL DEFINITION NOTES ® 110V OUTLET 2,325 2,558 3 7,673 I/2 OF OUTLET QTY. VA. PER LOAD IImV OUTLET WIRED t0 t�`Ij�'-'j• 8,000 8,000 SWITCH 1 4,500 4,500 EQUIPPED WITH 1 5,000 110V OUTLET GROUND FAULT 1 CzFf 1,500 INTERRUPTER f f n I n 220V OUTLET 4 WIRE CONNECTION DISPOSAL 1 1,200 1,200 EXTERIOR GROUND FAULT GFI WATERPROOF INTERRUPTER OUTLET SWITCH SWITCH 3 -WAY OPER. SWITCH 4 -WAY OPER. WALL- ALLMOUNTED MOUNTED LIGHT CEILING LIGHT r 1 IO�VP VAPOR OF P GHT r 1 RECESSED CAN 1 CFM PER VENT. FAN SQ. FT. VENT. FAN 1 CFM PER W/L IGHT SQ_ FT_ 2' LIGHT STRIP *LIGHT STRIP 000 - FLUORESCENT 2"5UL5 WRAP LIGHT AROUND _ 2' FLUORESCENT — — — — 4' FLUORESCENT 4' TRACK LIGHT PANEL METER SMOKE BATT. BACK-UP OS.D• DETECTOR W/ HARDWIRE BATT. BACK-UP MOUNTED W/ HARDWIRE S D. SMOKE INTER - DETECTOR CONNECTED CARBON MONOXIDE/ BATT. BACK-UP w/ HARDWIRE S/CO SMOKE DETECTOR INTER - COMBO PENDANT LIGHT TELEPHONE JACK WATER HEAT. WH DISCONNECT AIR COND. A/C D ISCONNEGT Tv. TELEVISION JACK C BOX REQUIRED TO BE SUPPORTED J O J -BOX IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING G G BOX FAN/LIGHT REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ 130X MARKED AS SUCH FOR INSPECTION FLOOD LIGHT ® INTERCOM SPEAKER PUSH- FOR Pe. SUTTON CHIMES NOTES: . LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED s HOMEOWNER PRE -CONSTRUCTION MEETING. ALL REGEPTACLE5 IN HABITABLE ROOMS TO BE ARG FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI 1w ISLAND (NOT ON KITCHEN CIRCUIT) - DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBG 2001,RE5IDENTIAL CODE TABLE M15063) OPT. ---'-------- OPT. COACH COACH L IGHT5 L IGHTS ELEu"TR1u'*`AL PLAN NOTE: ALL BRANCH GIRCUITS IN THE 5EDROOM5 ARE TO BE PROTECTED BY AN ARC -FAULT INTERRUPTER LISTED TO PROVIDE PROTECTION OF ENTIRE BRANCH CIRCUIT KITCHEN SINK W/ AUTO VENT SERVICE BY. OTHERS PLUMBING RISER DIAGRAM GENERAL LOADS UNIT SQ.FT PLUS 10% V.A./ SQ.FT V.A. LOAD GENERAL LIGHTING & REPTACLES 2,325 2,558 3 7,673 SPECIFIC LOADS QTY. VA. PER LOAD V.A. LOAD RANGE 1 8,000 8,000 WATER HEATER 1 4,500 4,500 CLOTHES DRYER 1 5,000 5,000 LAUNDRY CIRCUIT 1 1,500 1,500 DISH WASHER 1 1,200 1,200 DISPOSAL 1 1,200 1,200 SMALL APPLIANCE CIRCUITS 2 1,500 3,000 SUB -TOTAL: 32.07 FIRST: 10.00 KVA @ 100%' 10.00 REMAINING: 22.07 KVA @ 40% " 8.83 HEAT PUMP: 6.62 KVA @ 100%' 6.62 SUPPLEMENTAL ELEC. HEAT: 12.55 KVA @ 65% 8.16 51.24 33.61 CONNECTED KVA DEMAND KVA VOLTAGE: 120/ 240 V, 1 PH DEMAND AMPERES: (2) # 4/0 XHHW ALUMINUM CONDUCT (1) # 2/0 XHHW ALUMINUM NEUTRAL. (1) # 4 XHHW ALUMINUM EQUIP -GRD POWER GOMPANY NEMA 3R PEDESTAL O COMBO DISCONNECT AND METER CAN 150 AMP 120/240 VOLT 42 GIRCUITS MLO *4 GND WIRE WITH 5/8 X 8 FT.APPROVED GROUND ROD E L E C;T � f CA .� � f S E � i' \ GROUND f NCS RODS 8 FT. APART NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL Got -IDLY W/ APDL I GABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. 0 A R C H IT E C T S Design Grou �rnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVBDIV. & LOT: TUSCA SOUTH LOT ;/50 PROJECT# 1703.00 MODEL: "1890" GARAGE SWING: LEFT PAGE: ELECTRICAL ]PLAT ARCHITECT: STATE OF FLORIDA Li�bD qo 1111f �5_ u1ANTWELL A N 12079 DATE: 09/08/09 SCALE: 1/4" SHEET OF (1) 05 REBAR VERTICALLY W/ CONC. POUR CELL IR-42 INSULATION z kTEXTURED FINISH q Q 8' CMU N 1/2' GTP. WL. BD. U WOOD BASE O I tl r Z E ° d iA 4' CONC., REINF_ W/ 6'x6' 010 WWM OR _ FIBERI'IESH ON 6 -MIL POLY a • • ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL zW > 4" 5" 4" 1'-4" C2J 05 REBAR ON CHAIRS I—STORY FOOTING 1 W BLOCK WALL SCALE: 1/2'=I' -O' ro r(I) ONC., REINF. W/ 6'x6' Lu0 lUIXI OR FIBERMESH ON IL POLY ETHYLENE VAPOR ku)O BARRIERAANTERhITE TREAD FILL D 5 REBAR ON CHAIRS q THICKEN EDGE SCALE: 1/2'=1'-0' n m a 4' GONG, RE INF. W/ 6'x6' •10 WWM OR FIBER"fESH ON 6 -MIL POLY 4' 4' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP—UP 5 NON—BEARING SCALE: Irz'=1'-®' GRADE • ° •a 4' GONG, RE INF. W/ 6'x6' 010 WLM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON UI LELL-COMPACTED CLEAN TERMITE 0 4" a" a" 4° TREATED FILL 2'-0" 4" 05 REBAR ON CHAIRS � CONCRETE PAD SCALE: I/2'=1'-0' POURED LINTEL CONT. (TYP.) PRE -CAST HDR SIDES: i 2X6 GARAGE DOOR BUCK W/ (3) J 'X8' J -BOLTS T EMBEDMENT MIK W/ 2'X2'XYa 5'CMU FILLED 4 WASHER AND NUT SPACED EVENLY FROM CELL (TYP.) FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING, 1-2X6 PT BLOCK w CENTER OF DOOR HEADER W/(1);4'X8' J -BOLTS 6' EMBEDMENT W/ 2'X2'Xye' WASHER AND NUT 15 GARAGE DOOR INFO SCALE: I/2'=1'-0' (1) 05 REBAR SET IN SIMPSON HIGH z N STRENGTH EPDXY TI EMBED. MIN. 4' CONC., REINF. W/ 6'x6' "10 WWM OR d FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON • °� WELL -COMPACTED CLEAN TERMITE TREATED FILL TYP. RETROFIT FOR A OMIT�TED� DOWELS SECURE BT. PLATE TO BLK W/ J' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY l' EMBED. MIN. a 32' OC MAX. � 11 - 4' GONG, RE INK W/ 6'x6' •10 WWM OR F15ERMESH ON 6 -MIL POLY z w ETHYLENE VAPOR BARRIER ON > WELL -COMPACTED CLEAN TERMITE O TREATED FILL m U 4' 8' 4' I'-4' (2) 5 REBAR ON CHAIRS 1—STORY FOOTING AT J 1/2' STUDS 16' O.G. MAX 5 1/2' ® HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' Q' EMBED. MIN. 5 32' OC MAX. IT a / 4' CONG., RE INF_ W/ 6'x6' •10 IULM OR FIBEWE514 ON 6 -MIL POLY w ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE m 14',a 4' 4' TREATED FILL 1' -4' (2) 05 REBAR ON CHAIRS GARAGE STEP—UP 6 1—STORY L.B.W. I I1' RECESS FORB.G.D.S.G. TRACK N FINISH FLOOR w ° .. d ° 4a, °d 1 O SLAB AT S. G. D. SCALE: 1'=I' -O' SECURE BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY -I' EMBED. MIN. c 32' OC MAX. 4' CONC, RE INF. W/ 6"x6' 010 WWM OR F15ERMESH ON 6 -MIL POLY w ETHYLENE VAPOR BARRIER ON p WELLL-COMPACTED CLEAN TERMITE EL 4 I 0 4 (3)'5 REBAR ON CHAIRS 1' - B. 2—STORY FOOTING 2 AT L.B.W. SCALE: 1/2'=1'-sa° SECURE BT. PLATE TO SLAB W/ 10d CUT NAILS/ MASONRY NAIL tv 32' O.C. MAX POURED LINTEL CONT. (TYP.) :rO,: 8' CMU FILLED CELL (TYP.) —2X WALL FRAMING 'y(3$4'X8' ANCHOR BOLTS or (3.h'Xa' FIBERMESH ON 6 -MIL POLY J -BOLTS MIN. l' EMBEDMENT W/ 2'X2'XI/5' z Q WASHER AND NUT SPACED EVENLY FROM > FLOOR TO BOND BEAM. SET IN JOINTS SECURE BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY -I' EMBED. MIN. c 32' OC MAX. 4' CONC, RE INF. W/ 6"x6' 010 WWM OR F15ERMESH ON 6 -MIL POLY w ETHYLENE VAPOR BARRIER ON p WELLL-COMPACTED CLEAN TERMITE EL 4 I 0 4 (3)'5 REBAR ON CHAIRS 1' - B. 2—STORY FOOTING 2 AT L.B.W. SCALE: 1/2'=1'-sa° SECURE BT. PLATE TO SLAB W/ 10d CUT NAILS/ MASONRY NAIL tv 32' O.C. MAX 5 1/2' w HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET IN EXTENDED SLAB I I/2' SIMPSON HIGH STRENGTH EPDXY I' EMBED. MIN. a 32' OC MAX. m 4' CONC, RE INF, W/ 6'x6' 010 IUL1M OR V F15ERMESH ON 6 -MIL POLY ?ETHYLENE VAPOR BARRIER ON E > WELL -COMPACTED CLEAN TERMITE 0 14" 6' 6' 4' 4 TREATED FILL 1 -a (3) 5 REBAR ON CHAIRS GARAGE STEP—UP 62—STORY T. W. 5CALE: 1/2' = I' -m° RECESS FOR ��'-m° GARAGE POOR ° d• 4' CONC, REINF. W/ 6'x6' 610 WILM OR FIBERMESH ON 6 -MIL POLY " ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (1) 5 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: I/2'=1'-0' CAULK AND SEAL GAS LINE I J' PVC SLEEVE FOR GAS LINE 0 8' CMU cv �I/2' DRYWALL /-WOOD BASE d° o d . . CURB HEIGHT VARIES 1/2' RECE55 FOR SERVICE DR A 4' GONG, RE INF. W/ 6'x6' 010 ULM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL W(2) 5 REBAR ON CHAIRS �0 SLAB AT GARAGE � SERVICE DOOR SCALE: 1/2'=1'-0' USED �� 9__�Li TEXTURED FINISH (2) 5 REBAR ON CHAIRS 2 -STORY (3) 05 REBAR ON CHAIRS (U 5 REBAR VERTICALLY W/ GONG. POUR CELL R-4.2 INSULATION a' CMU INSULATION MIN. 4' CONC., REINF. W/ 6'x6' "10 WWM OR VARIES PER ELEV. rR-11 1/2' GYP- WL. BD - FIBERMESH ON 6 -MIL POLY Z w z Q ETHYLENE VAPOR BARRIER ON > ANCHOR BOLT W/ 2' WASHER SET IN WECLEAN TERMITE O p r TREATED FELL TIE VERTICAL REBAR -MIL N ETHYLENE VAPOR BARRIER ON 1'-4" l2) 5 REBAR ON CHAIRS WELL -COMPACTED CLEAN TERMITE 1—STORY FOOTING AT L.B.W. W NO—UPLIFT � B SCALE: 1/1'.1'_0' 5 1/2' w HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET IN EXTENDED SLAB I I/2' SIMPSON HIGH STRENGTH EPDXY I' EMBED. MIN. a 32' OC MAX. m 4' CONC, RE INF, W/ 6'x6' 010 IUL1M OR V F15ERMESH ON 6 -MIL POLY ?ETHYLENE VAPOR BARRIER ON E > WELL -COMPACTED CLEAN TERMITE 0 14" 6' 6' 4' 4 TREATED FILL 1 -a (3) 5 REBAR ON CHAIRS GARAGE STEP—UP 62—STORY T. W. 5CALE: 1/2' = I' -m° RECESS FOR ��'-m° GARAGE POOR ° d• 4' CONC, REINF. W/ 6'x6' 610 WILM OR FIBERMESH ON 6 -MIL POLY " ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (1) 5 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: I/2'=1'-0' CAULK AND SEAL GAS LINE I J' PVC SLEEVE FOR GAS LINE 0 8' CMU cv �I/2' DRYWALL /-WOOD BASE d° o d . . CURB HEIGHT VARIES 1/2' RECE55 FOR SERVICE DR A 4' GONG, RE INF. W/ 6'x6' 010 ULM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL W(2) 5 REBAR ON CHAIRS �0 SLAB AT GARAGE � SERVICE DOOR SCALE: 1/2'=1'-0' USED �� 9__�Li ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL Wa E > 4" 8" 4" m 1'-4 (2) •5 REBAR ON CHAIRS " 1—STORY FOOTING 3 W FRAME WALL 5CALE: 1/2'=I'-0' (1) 45 REBAR VERTICALLY W/ GONG. POUR CELL z a' CMU ER w OI CURB HEIGHT VARIES � r a > yWB� co 4" GONG, RE INF. W/ 6'x6' 010 WWI1 OR ' FIBER9E5H ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL W(2) 05 REBAR ON CHAIRS 0 1—STORY FOOTING 8 AT GARAGE (1) •5 REBAR VERTICALLY W/ CONC- POUR CELL R-42 INSULATION z TEXTURED FINISH Q a' CMU i J n I/2' GYP. WL. BD. �I WOOD BASE r cp °. 4' CONC., RE INF. W/ 6'x6' 010 WWM OR - ° FIBER'IESH ON 6 -MIL POLY d ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TATED FILL E w} (3) 5 REBAR ON CHAIRS 6" 4" 2—STORY FOOTING W1 BLOCK WALL aeALE: v2' - i' -m' TIE VERTICAL REBAR TO HORfZ:ATIONAL REBAR W/ 8' HOOK GROUTED BOND BEAM VARIES PER ELEV. F a PRIOR TO FILLING- (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 16 BLOCK WALL CONNECTION 6CALE: 1/2'.1'-0' TEXTURED FINISH (2) 5 REBAR ON CHAIRS 2 -STORY (3) 05 REBAR ON CHAIRS (U 5 REBAR VERTICALLY W/ GONG. POUR CELL R-4.2 INSULATION a' CMU INSULATION MIN. STUDS 16' O.C. MAX VARIES PER ELEV. rR-11 1/2' GYP- WL. BD - 1/2' GYP. WL. BD. WOOD BASE z Q SECURE BT. PLATE TO BLK W/ (K ANCHOR BOLT W/ 2' WASHER SET IN U SIMPSON HIGH STRENGTH EPDXY I' p r EMBED. MIN. ® 32' OC MAX. TIE VERTICAL REBAR -MIL N ETHYLENE VAPOR BARRIER ON I 4a 4' CONG, RE INF. W/ 6'x6' 010 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL Wa E > 4" 8" 4" m 1'-4 (2) •5 REBAR ON CHAIRS " 1—STORY FOOTING 3 W FRAME WALL 5CALE: 1/2'=I'-0' (1) 45 REBAR VERTICALLY W/ GONG. POUR CELL z a' CMU ER w OI CURB HEIGHT VARIES � r a > yWB� co 4" GONG, RE INF. W/ 6'x6' 010 WWI1 OR ' FIBER9E5H ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL W(2) 05 REBAR ON CHAIRS 0 1—STORY FOOTING 8 AT GARAGE (1) •5 REBAR VERTICALLY W/ CONC- POUR CELL R-42 INSULATION z TEXTURED FINISH Q a' CMU i J n I/2' GYP. WL. BD. �I WOOD BASE r cp °. 4' CONC., RE INF. W/ 6'x6' 010 WWM OR - ° FIBER'IESH ON 6 -MIL POLY d ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TATED FILL E w} (3) 5 REBAR ON CHAIRS 6" 4" 2—STORY FOOTING W1 BLOCK WALL aeALE: v2' - i' -m' TIE VERTICAL REBAR TO HORfZ:ATIONAL REBAR W/ 8' HOOK GROUTED BOND BEAM VARIES PER ELEV. F a PRIOR TO FILLING- (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 16 BLOCK WALL CONNECTION 6CALE: 1/2'.1'-0' GAS LINE THRU BLOCK (2) 5 REBAR ON CHAIRS 2 -STORY (3) 05 REBAR ON CHAIRS (U 5 REBAR VERTICALLY W/ GONG. POUR CELL R-4.2 INSULATION a' CMU °a ° 41 W/ GONG. POUR CELL VARIES PER ELEV. 1/2' GYP. WL. BD. z CURB HEIGHT VARIES z WOOD BASE R Q CLEANOUT REQUIRED 4 = q w 4' GONG, REINF. W/ 6'x6'10 WILM OR co)) F15EWESH ON 6 POLY FOR INSPECTION TIE VERTICAL REBAR -MIL N ETHYLENE VAPOR BARRIER ON I ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE ° le ° c0 O I TREATED FILL - N LD 0'-0' FIN. FLR (2) 5 REBAR a I -STORY VARIES PER ELEV. z I{/" ° (3) +5 REBAR c 2 -STORY (1) 5 VERT. DOWEL E d°d a TIE VERTICAL REBAR a LAPPED W/ BOND BEAM 6' PVC CHASE THRU FOOTING , a ° TO HORIZATIONAL ° d OUTSIDE REBAR TO BE ° CONTINUOUS (1) 5 REBAR AT CORNERS W/ 25' LAP MIN. • • d a REBAR W/ 8' HOOK �' d d d � U p-8., d a 2— STORY FOOTING ° r--11 rF-I > 1 -STORY m 0 4' 8' 4' (2) 5 REBAR ON CHAIRS > n O 2 -STORY (3) 45 REBAR ON CHAIRS 2'-I' MIN. LAP aCLEANOUT PIPE THROUGH REQUIRED TYP. REBAR LAP 1—STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING B C AT LINTEL.ICORNERS W BLOCK WALL D E REIANFORCING SCALE: IR'=1'-0' SCALE- 1/2'-1'-0' 1, L, EXTEl�IO FR, 7_'O 0 7ETRS AT FINIS 1H1 S L,A]B' S rr0 13E MII-T. 1 �" IE3EI-,O W -LJNDIS TU7R13ED SOIL, TEXTURED FINISH R -II INSULATION MIN. STUDS 16' O.G. MAX 1/2' GYP. WL. BD. WOOD BASE z a SECURE BT. PLATE TO BLK W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 7' O EMBED. MIN. 0 32' OC MAX. r io ° ° 4 4' CONC, FE INF. W/ 6"xb' h0 WWM OR ° FIBER IESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON �° a • ° • WELL -COMPACTED CLEAN TERMITE TREATED FILL O> (3) 5 REBAR ON CHAIRS 4' 6" 6" 4' 2—STORY FOOTING 3 A W FRAME WALL 5CALE: 1/2 "= I' -m' 14 NOT USED (l) 05 REBAR VERTICALLY W/ GONG. POUR CELL VARIES PER ELEV. a' CMu z CURB HEIGHT VARIES Ea z 4 w 4' CONC, RE INF. W/ 6'x6' MO WWM OF TIE VERTICAL REBAR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON TO HORIZATIONAL i0 0 WELL -COMPACTED CLEAN TERMITE r TREATED FILL LD VARIES PER ELEV. P (3) +5 REBAR ON CHAIRS GROUTED BOND BEAM E > LU m p 4" 6.. 16" 4" O U p-8., 2— STORY FOOTING 8 A AT GARAGE 5CALE: I/2" =1' -0' 14 NOT USED HORIZONTAL/VERTICAL REINFORCING AT � BEARING CHANGE SCALE: 1/2'.1'_0• I A R C H I T E C T S 1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUS C A SOUTH LOT TT50 PROJECT# 1703.00 MODEL: "1800" GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA t7 I- // JAMES p00a12079 LL . DATA: 09/08/09 SCALE: 1/4"=1'-0" SHEET GROUTED BOND BEAM VARIES PER ELEV. z T TIE VERTICAL REBAR TO HORIZATIONAL FE5AK W/ s' HOOK VARIES PER ELEV. P ° d GROUTED BOND BEAM d d aCLEANOUT REQUIRED 4 FOR INSPECTION d cv ° 0-0' FIN. FLR vERTICAL REBAR a TO HORIZATIONAL 4a REBAR W/ 6' HOOK U HORIZONTAL/VERTICAL REINFORCING AT � BEARING CHANGE SCALE: 1/2'.1'_0• I A R C H I T E C T S 1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUS C A SOUTH LOT TT50 PROJECT# 1703.00 MODEL: "1800" GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA t7 I- // JAMES p00a12079 LL . DATA: 09/08/09 SCALE: 1/4"=1'-0" SHEET PANEL ANCHOR SEALANT — --- III 7 3/8 -EXPANSION STRIP FREE OF MORTAR PANEL ANCHOR 1/4" EXP. BOLT TWO PER ANCHOR WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION LINTEL PLATE — 3/5" 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 -8 I=VERT OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2) 1-1/4" 8-4 HEX WASHER HEAD WITH ANTE -CORROSIVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE TYPE S OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL REINFORCING MORTAR ASPHALT EMULSION O� 1-3/4" X 20 GAUGE X 24" LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL SECURE 2x6 MIN. t0 BLK W/ (2),�' SIMPSON H-5 (MIN.) LENGTH ANCHOR BOLT W/ 2' WASHER SET TENSILE ST ad IN SIMPSON HIGH STRENGTH 17/8' .113 EPDXY 6' EMBED. WITHIN 8' OF EACH 2X4 SECURED TO END AND 18" O.C. MAX m m GABLE END Ll ROUND,MODIFIED W/(2)12ci•wEA. UPRIGHT .128 170,000 2X4 SECURED TO ❑o ° IN GABLE ENG W/(2)12d rl= 0 6"-8' O.C. SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. SIDE' PRECAST SILL L-30 g 2xC,- GARAGE DOOR BUCK W/ (3) 0 GABLE BLOCKING TRUSS �llx6l J -BOLTS I' EMBEDMENT MIN_ 2x4 BLOCKING W/ 2 11, WASHER AND NUT g EA. RAFTER SPACED EVENLY FROM FLOOR TO L-30 EA. GAGE DOOR HDR IN JOINTS RAFTER PRIOR t0 FILLING. H2.5 1=A, 1-2XV' PT BLOCK 9 CENTER OF RA1=TES pCdfR HEADER W/(1)Y'X0' J -BOLTS 2x4 RAFTER 6l �j iBEDMENT W/ 2'X2"X?a' WASHER g 24' O.C. ANG NUT 2x4 FRAMING 0 (TYP) GARAGE DOOR 3 BUCK ATTACHMENT 8 NOT USED q- FRAMED OVERHANG 2X4 DBL TOP PLATE 2x4 METAL STUD 24" O.C. [:::1/211 DRY WALL 2X4 16' O.G. MAX 2X4 PT. BT. PLATE 1/2' A.B W/ MIN. Z' EMBEDMENT 2' DIA. WASHER si 32' O.G. MAX 05 REBAR CONT. 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 O.S.S. SHEATHING OR 21' GDX PLYWOOD PRE. ENG. TRUSS g2LA N VIEW SCALE: 1/2' = I'-0" SIMPSON H-5 (MIN.) LENGTH 2X4 t0 TRUSS PRE. ENG. TRUSS TYP. EXTERIOR WINDOW/ DOOR OPENING WD FRAMED SCALE: I/2"=1'-0' NAILING SCHEDUL-E SP4 OR H-5 TOP PLATE TO STUDS ?"-0" ABv. 10"-0' LEVEL t0 ROOF 7R 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0- 2A SIMPSON H-5 (MIN.) -w 2x4 TO TRUSS 1 CHIMNEY DETAILS SCALE: 1/2' =1' -0" PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS w 16' O.C. MAX SIMPSON LSTA-12 v EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS 1@ 16" O.C: MAX W/ SHEATHING. SHEATHING TO BE WITHIN J" OF WINDOUP DOOR OPENING AND SECUIRE PER NAILING SCHEDULE KING STUDS (SEE 4=LEADER SPAN CHART FOR DETAILS AND SPECIFICATIOf°i) JACKS (SEE HEADfR SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSErIPLY TO BE SECURED ONE PL'' s A TIME. USE 12d NAILS, TWO WITHIN 6" FROM EACH END 4 NO MORE THAN 12' D.C. STAG*�ERED SP4 OR H5 a TOP AND BOTTOM PLATES �6 EA. FULL LENGTH STUD, 80'1'1-1 5f DES OF OPENING. SHEATHING t0 LAP TO TOP OF MASONRY WALL: SHEATHING MUST NOT BREAK 1'-4' MIN. F1;eOM 2ND FLR. LINE. USE 7/16" O.S.B. OR 1/2" CDX PLY WITH 08 RING SHANK GUN NAILS AT 4'O.C. AT SUPPORTED PANEL EDGES AND #S RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS 6 4' D.C. EXTERIOR SHEATHING USE 7/16" D.S.B. OR 1/2" PLY WITH #S RING SHANK GUN NAILS At 6' O.C. At PANEL SIDES AND 08 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,4 f L fPEQlJ f FE1"CENTS SIZE HEAD LENGTH DIA. TENSILE ST ad ROUNDMODIFIED 17/8' .113 110,000 WITHIN 8' OF EACH OR T END AND 18" O.C. MAX m m SPACINGS. 10d ROUND,MODIFIED 21/8' .128 170,000 OR T TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL 4 TOOL ASSOCIATION I. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2. RING DIAMETER OF 0012 OVER SHANK DIAMETER 3. 1(o t0 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH i�00E- : HEATH f NCS LA"IrOUT ANC) ENDWALL E3fRACENr-:z FOfR C;,45LE ENE) fi� 1„� INCA ,4 (2) �,' TAPCONS OR DRIVE PIN VIII) (MIN SHANK SIZE .145) PRECAST L o o z WITHIN 8' OF EACH Q Fy END AND 18" O.C. MAX m m SPACINGS. ROUGH OPENING TO S'-0' z ' _UP :430 rl= 0 -Em PRECAST SILL SECURE 2x TO BLOCK �W/ (2) �,' TAPCONS OR DRIVE PIN VIII) (MIN SHANK SIZE .145) (MIN EMBED. 14") o o z WITHIN 8' OF EACH Q Fy END AND 18" O.C. MAX SECURE 2x TO BLOCK �W/ (2) �,' TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 14") o o z WITHIN 8' OF EACH Q Fy END AND 18" O.C. MAX m m SPACINGS. r' O.S.B. SHEATHING ORS ' GDX PLYWOOD 2x4 BLOCKS "�— CMU WALL 6 ARCH WILE NDOW FRAME A SECTION NOTE: TYP. 1=XT. SHEATHING ATTACHMENT FOR SHEAR d UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT g OPENINGS "S RING SHANK GUN NAILS g 4' O.C. TOP 4 BOTTOM EDGES N Q z z z a N z Neil PRETRU MTS- 2X4 TS- 2X4 BTM. PLA' MTS - 32' C TRUSS 2X4 DSL. TOP PLATE 2X4 STUD 16' O.C. i/16" 05.15. 1/2' A.B. W/ MIN. 71" EMBEDMENT LOCATE 6"-8" FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 8' CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 1/2' =1'-0" 2X4X4' SECURE t0 TRUSS W/ 3-126 O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d - SECURE TO BLK W/ META -16 2'— 0" E XT SCALE: 112"=V-01 8 RING SHANK GUN NAILS w 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.5.5. TO BE STRUCTURAL GRADE) 08 2' DECK SCREWS(-' O.G. MAX v EDGES E 12' O.G. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" TkG SUB -FLOOR DECKING GLUED t0 ALL EXPOSED MEMBERS ION C OPT SE IN FRE -ENG- TRUSS DBL. 2X TOP PLATE z Q 2X BLOCKING TOP OF -i/16' O.S.B. 2X STUDS 16" O.G. MAX. z 2X BTM. PLATE Q 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2x4 lo TOP 4 BOTTOM CONT. HETA-16 BLK. WALL O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK. TO O.S.B. O HORIZONTAL 2X S_P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. t0 PROVIDE CONT. NAIL PATTERN O 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 O INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: v2' = I'-0' A R C H IT E C TS .41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVBDIV. LOT: TU SCA SOUTH LOT X50 PROJECT'# 1-70`- 00 MODEL: "180 GARAGE SWING: LEFT PAGE: misc. DE'R'AILS ARCHITECT: STATE OF FLORIDA 61,9,5_11 JAMES �NTWELL AR C 02079 DATL(: 09/08/09 SCALE: 1/4"=1'-0" SHEET OF FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN 2x4 BLOCKING BETWEEN OVER #15 FELT PAPER ONFIBERGLASS SHINGLES TRUSSES AT FIRST TWO BAPS 77 TRUSSES AT FIRST TWO BAPS OVER 15 FELT PAPER ON 4'-0" O.C. (AT SHEATHING Imo" O.S.B. SHEATHING OR 11 2° 4'-O" O.C. (AT SHEATHING # CDX PLYWOOD SECURED SEAMS) 16 O.S.B. SHEATHING OR 2" SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG GABLE TRUSS PER NAILING SCHEDULE PRE -ENG GABLE TRUSS P.T. Ix2 W/ MTL_ DRIP EDGE 2x4 NAILER MTL. DRIP EDGE I; CONT. 2x4 RAT RUN SECURED W/ (2) FIBERGLASS SHINGLES 2x4 SUB -BAND CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND 126's, e EACH TRUSS OVER #15 FELT PAPER ON TO BE INSTALLED Q MID. POINT OF ALUM_ SOFFIT W/ (2) 12d's v EACH TRUSS ALUM. SOFFIT ( TRUSS SPAN, OR 1®'-O" O.C. MAX. 16 O.S.B. SHEATHING OR z f- CDX PLYWOOD SECURED STIFFBACK AT ALL UPRIGHTS TO BE INSTALLED MID. I PER NAILING SCHEDULE OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STIFFBAGK AT ALL SEE ENERGY CODE FORMS SEALED ENG. FOR SIZE 4 IO' -O" O.C. MAX. UPRIGHTS OVER 41-1011 FOR INSULATION R- VALUES. NIGH (SEE SEALED ENG. FOR SIZE CONDITION) 8" GYPSUM BOARD OR CONDITION.) SEE ENERGY CODE FORMS 2" PRE -ENG TRUSS SEE ENERGY CODE FORMS i6 D_S.B_ SHEATHING OR . z" FOR INSULATION R -VALUES , I HIGH STRENGTH CLG. R O CpX PLYWOOD. ATTACHED O.S.B. SHEATHING OR - FOINSULATIN R-VALUES. 2 BOARD MTL. DRIP EDGE 8" GYPSUM BOARD OR 2" HIGH PER NAILING SCHEDULE ON 8 GYPSUM BOARD OR z CDX PLYWOOD. ATTACHED 2x4 NAILER STRENGTH CLG. BOARD SHEET D5 HIGH STRENGTH CLG. PER NAILING SCHEDULE ON 2x4 SUB -BAND BOARD SHEET D5 2x4 e 24" O.C. a INTERIOR VENTED ALUM. SOFFIT CONC. FILLED LINTEL BLK %8" THICK, 3 COAT CEMENT GONG. FILLED LINTEL BLK KNEE WALL W/ (1) #5 REBAR CONTINUOUS /8 THICK, 3 COAT CEMENT PLASTER OVER GRADE #5 REBAR CONTINUOUS CONC. FILLED LINTEL BLK PLASTER OVER GRADE PRECAST LINTEL "D" FELT PAPER BACK "D" FELT PAPER BACK W/ (1) #5 REBAR CONTINUOUS EMBED. STRAP VERIFY W/ METAL LATH OVER R-4.2 BATT. INSUL. TRUSS PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE METAL LATH OVER PRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS 2"THICK, 2 COAT CEMENT PER MANUFACTURES PAPER PER MANUFACTURES PAPER PER MANUFACTURES PLASTER APPLIED SPECIFICATIONS WEEP SCREED SPECIFICATIONS WEEP SCREED SPECIFICATIONS DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) PRECAST SILL (1) 05 REBAR VERTICALLY SECURE GABLE TO 2x(o P.T. (1) #5 iREBAR VERTICALLY SECURE GABLE TO 2x(o P.T. (1) #5 REBAR VERTICALLY W/ GONC. POUR CELL PLATE W/ 12d'S S" O.C_ MAX W/ CONG. POUR CELL PLATE W/ 12d'S S" O -C. MAX W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO Ix2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO (- 1x2 P.T. FURRING STRIPS 1ro 11 O.G. BLK W/ 2"x9" ANCHOR BOLT W/ :, 1� O.G. LK W/ 2"xg" ANCHOR BOLT W/ :. e 1� O.G. 2" WASHER SET IN SIMPSON 2" WASHER SET IN SIMPSON S CMU � a C S CMU � S" CMU I I �� HIGH STRENGTH EPDXY -I � � HIGH STRENGTH EPDXY �i � I �� 1/2 GYP. WL. BD. EMBED. MIN. e 32" OC MAX. 1/2" GYP. WL. BD. EMBED. MIN. a0 32" OC MAX. = 1/2 GYP. WL. BD. WOOD BASE WOOD BASE WOOD BASE V7,1 "THICK, 2 COAT CEMENT �" a 2THICK, 2 COAT CEMENT 1 PLASTER APPLIED PLASTER APPLIEDI DIRECTLY TO MASONRY o DIRECTLY TO MASONRY s a a Li 1 -STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT CLG. BLOCK WALL BLOCK WALL BLOCK WALL SCALE. 3/4'=V-011 IA SCALE: 3/4`=V-0` SCALE: 3/4`=I'-0` 2X4: ® 2X4: ® 2X4: CEO SECURE TO BLOCK W/ 3/fb' SECURE TO BLOCK W/ 3V SECURE t0 BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. 5HAN . SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1X4') MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Ya') WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 16' O.C. MAX SPACING. 18' O.C. MAX SPACING. 8' CMU 2X6: ® 2X6: ® 2X6: Y2' DRYWALL SECURE TO BLOCK W/2 -N&' NOTE: ST�IGTURAL 2X MUST SECURE TO BLOCK W/2-3hr., SECURE TO BLOCK W/1-1/4' NOTE: STRUCTURAL C MUST tAPCONS OR DRIVE PIN BE ON OUT5IQF 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH OU OUTSIDE SECURED I"X4' OR I"X2' P.T. NAILER THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 1x4 F.T. OR 5/4'X4' MIN. SECURE MIN. HEAD SIZE 300 3V TAPCON MIN. I -Y4' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE .300 EMBEDMENT INTO BTAPCON MIN. I -BLOCK THRU FRAME 4 EXTEND 1 -Ya' MIN. EMBEDMENT 1)/4') EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1,49 3,f6" TAPCON MIN. 1-Y4' MIN. EMBEDMENT 1 Y4') E INTO BLOCK W/ .' TAPCONS WITHIN 8" OF EACH END 4WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 1/1(9"0.5.5. OR 1" CDX OR DRIVE PIN , 8' GMU 18 O.C. MAX SPACING. 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. 8 GMU 2 (MIN. SHANK SIZE _145 Y2' DRYWALLR__,16' S" CMU Yi' DRYWALL MIN. HEAD SIZE .3mm 2X8: ® 2X8: T'I'VEK BUILDING WRAP 3! , I"X4' OR I'X2' P.T. NAILER 3 , DRYWALL SECURE TO BLOCK W/1-1/4' I'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 1 -Ya' SECURE TO BLOCK W/2 -r(6 SECURE TO BLOCK W/2 -r(6 I'X4' OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN � PAPER BACK WITHIN 8' OF EACH END 4 18' TAPCONS OR DRIVE PIN �/fb' O.SB. X 4' MIN. TAPCON5 OR DRIVE PIN �6' 0.5.8. X 4" MIN. ' O.G. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 `�—DOOR CASING CMIN. SHANK SIZE .145 DOOR CASING GALV'D MTL. LATH DOOR CASING MIN_ HEAD SIZE 300 MIN_ HEAD SIZE 300 MIN. HEAD SIZE 300 x MIN. EMBEDMENT ])/4') ---DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4") DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW -1/S" TEXTURED �'—DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER WITHIN S' OF EACH END 4 ATTACH TO 2X PER ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. 16' O.G. MAX SPACING. MANUFACTURES DETAILS. f FINISH a WOOD MANUFACTURES DETAILS. WOOD CONSTRUCTIO N WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEL=D Ya') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 Y4') NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED ") NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Ya") DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/1,6>> DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-716 — /„ z A WINDOW TO BLOCK +3 4 OR +5/4— WINDOW TO BLOCK +1-15 16 T__MND OW TO BLOCK +3 G WINDOW TO BLOCK +3 '7 16 SCALE: " 2X4: ® 2X4: ® 2X4: ® 2X4: 81 CMU SECURE TO BLOCK W/ W6' SECURE TO BLOCK W/ 3i{r,' SECURE TO BLOCK W/ 3/fb' SECURE TO BLOCK W/Y4' TAPGONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1/2" TEXTURED MIN- SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 FINISH � MASONRI' MIN_ HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1,V4') MIN. EMBEDMENT 1 Y4") NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. IS' O.G. MAX SPACING_ 18' O.G. MAX SPACING. BE ON OUTSIDE 4 SECURED 18' O.G. MAX SPACING. 2X6: ® 2X6: ® 2X6: ® THROUGH NON-STRUCTURAL ,fb TAPCON MIN. I -Ya 2x6: CEKI SECURE TO BLOCK W/2-3,{6' SECURE TO BLOCK W/2-Wr,' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -3,f6' EMBEDMENT INTO BLOCK SECURE TO BLOCK W/1-1/4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCON8 OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 8" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED WEEP��] MIN_ HEAD SIZE 300 MIN. HEAD SIZE 300 X16' TAPCON MIN. 1 -Ya' MIN_ HEAD SIZE 300 Y2' DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL y MIN. EMBEDMENT 1,1449 MIN_ EMBEDMENT 1 Ya') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4") I'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 1 Y4') %" TAPCON MIN. 1-Y4' DETAIL �%� 18' WITHIN 8' OF EACH END 4 WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH 1=Np 4 WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK O_C_ MAX SPACINGS. IS' O.G. MAX SPACING_ S CMU O.G. MAX SPACINGS. 2ND 2X SECURE TO 18' O.G. MAX SPACING. 8' CMU DRYWALL 18' STRUCTURAL MEMBER W/(2)12d 8" CMU LO P 2X8: ® Y' DRYWALL 2x8: ® I"X4' OR I"X2' P.T. NAILER 2x8: ® WITHIN S' OF EACH END 4 K 2X8: K ® Y2' DRYWALL SECURE TO BLOCW/2-3/fb' SECURE TO BLOCK W/2-3/`6' SECURE TO BLOCK W/2-3if6' SECURE TO BLOCW/I-i/4' TAPCONS OR DRIVE PIN 1'X4' OR I'X2' P.T. NAILER TAGONS OR DRIVE PIN 1' P.T. X 4' MIN. TAPCON5 OR DRIVE PIN TO 8 O.C. MAX TAPCONS OR DRIVE PIN I X4 OR 1X2, P.T. NAILER SCALE: 1 1/2`=I'-0` (MIN. SHANK SIZE .145 —DOOR CASING (MIN. SHANK SIZE .145 —DOOR CASINGS (MIN. SHANK SIZE .145 '�—DOOR CASING (MIN. SHANK SIZE .145 1' P.T. X 4' MIN. MIN. HEAD SIZE 300 MIN_ HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR CASING MIN_ EMBEDMENT 1 Y4") MIN_ EMBEDMENT i Ya') MIN_ EMBEDMENT 1)14") MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER ATTACH TO 2X PER ATTACH TO 2X PER DOOR JAMB OR WINDOW WITHIN S' 0) EACH END 4 MANUFACTURES DETAILS. WITHIN S" OF EACH END 4 MANUFACTURES DETAILS. WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O_C_ MAX SPACINGS. 18' O.C_ MAX SPACING. 18' O_C_ MAX SPACINGS. IS' O.C. MAX SPACING. MANUFACTURES DETAILS_ NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya") NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/,4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" B WINDOW TO BLOCK +1-1/2 D WINDOW TO BLOCK +2 1 4 F WINDOW TO BLOCK +3H WINDOW TO BLOCK +3 3/4" SCALE: I =1 -0 SCALE: 1 -I -0 SCALE. 1 -1 -0 SCALE: ]'=I'-0` A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SSUBDI'Y & LOT: TUSCA SOUTH LOT ;//50 PROJECT# 1"03.00 MODEL: "1800" GARAGE SWING: LEFT PAGE: MONOLITHIC 1—STORY WALL SECTIONS & NOTES ARCHITECT STATE OF FLORIDA ANTWELL 12079 DATE: 09/08/09 SCALE:1/4))—l)— SHEET 1/4"=1'— SHEET D3 OF FIBERGLASS SHINGLES FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 2x4 BLOCKING BETWEEN OVER #15 FELT PAPER ON OVER #15 FELT PAPER ON 2x4 BLOCKING BETWEEN #15 FELT PAPER ON 1/16" TRUSSES AT FIRST TWO BAYS �►� �� TRUSSES AT FIRST TWO BAT'S O_S.B_ SHEATHING OR ' CDX 4'-O" O.C. CAT SI-fEATNINC i6 O.S.B. SHEATHING OR 2 x/16 O.S.B. SHEATHING OR 2 z CDX PLWOOD D SECURED CX PLYWOOD SECURED 4'-O" O.C.CAT SHEATHING YPLYWOOD SECURED PER SEAMS) PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS) NAILING SCHEDULE PRE -ENG GABLE TRUSS MTL. DRIP EDGE PRE -ENG TRUSS MTL. DRIP EDGE PRE=ENG GABLE TRUSS DONT. 2x4 RAT RUN SECURED � �\ I � CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND W/ (2) 126 5 EACH TRUSS 2x4 SUB -BAND �, SEE ENERGY CODE FORMS MTL. DRIP EDGE SEE ENERGY CODE FORMS W/ (2) 126'5 EACH TRUSS ALUM. SOFFIT FOR INSULATION R -VALUES. ALUM. SOFFIT f FOR INSULATION S. R -VA U L E 2x4 SUB=BAND 5i i l STIFF ACK AT UPRIGHTS 8 GYPSUM BOARD OR 2 STIFFBACK AT ALL B ALL PR 8" GYPSUM BOARD OR 2" VENTED ALUM_ r` HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" OVER 4 -lfd HIGH (SEE HIGH STRENGTH CLG. SOFFIT BOARD HIGH (SEE SEALED ENG. SEALED ENG. FOR SIZE FOR SIZE CONDITION) CONDITION) BOARD DOUBLE TOP PLATE R P VERIFY W/ SEE ENERGY CODE FORMS SECURE 2x4 PLATE TO WALL 2x4 NAILER TRUSS PLAN SECURE 2x4 PLATE TO 2x4 24" O.G. INTERIOR WINDOW HEADER SIZE 3 FOR INSULATION R -VALUES. a"x�O.C. " THRU-BOLTS 32" KNEE WALL VARIES PER WINDOW WALL W/ 8"x�" THRU-BOLTS MAX THEN SECURE GABLE TO OPENING SEE HEADER 32" O.C. MAX THEN 5i �„ 2x4 PLATE W/ 126'5 8" O.C. MAX DOUBLE TOP PLATE a GYPSUM BOARD OR 2 2x� OR 2x8 STUDS 1@ 1(" O.C. IA - SPAN CHART FOR SECURE GABLE TO 2x4 HIGH STRENGTH CLG. OR DETAILS WINDOW ATTACHMENT AS PLATE W/ 12d'S 8" O.G. MAX SECURE GABLE TO DBL TOP MAX W/ R-11 BATT. INSUL. MIN. O.S. . SHEATHING O �" PER MANUFACTURES OR BOARD PLATE W/ SIMPSON HTC4 24" WINDOW HEADER SIZE i6 B R 2 SPECIFICATIONS SECURE GABLE TO DBL DOUBLE TOP PLATE O.G. MAX VARIES PER WINDOW CDX PLYWOOD. TOP PLATE W/ SIMPSON OPENING SEE HEADER SPAN ATTACHED PER NAILING WINDOW SILL HTC4 Q 24" O.C. MAXCHART FOR DETAILS SCHEDULE ON SHEET D5. x� 0 R x8 GABLE WALL 2x STUDS e Ila" O.C. MAX W/ WINDOOW HEADER SIZE WINDOW ATTACHMENT AS R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER FIBERGLASS SHINGLES THICK, 3 COAT CEMENT OPENING SEE HEADER SPAN SPEGfFIGATIONS OVER #15 FELT PAPER ON 2x4 BLOCKING BETWEEN PLASTER OVER GRADE" T 4 G SUBFLOOR GLUED CHART FOR DETAILS7/1(o" O.S.B. SHEATHING OR TRUSSES AT FIRST TWO BAYS "D" FELT PAPER BACK AND NAILED AS PER WINDOW SILL METAL LATH OVER NAILING SCHEDULE i6 O_S.B_ SHEATHING OR 2° 2x STUDS e 16" O.C. MAX W/ 2" CDX PLYWOOD 4'-O" O -C_ CAT SHEATHING APPROVED HOUSE WRAP J CDX PLYWOOD. R-11 BATT. INSUL. MIN. SECURED PER NAILING SEAMS) OR GRADE "D" FELT SCH DATTACHEpONESHEET NAILING 3 Y SCHEDULE f PRE -ENG GABLE TRUSS PAPER T G SUBFLOOR CLUE]--) NOTE: SHEATHING MUST/s" THICK, 3 COAT CEMENT AND NAILED AS PER MTL. DRIP EDGE° CONT. 2x4 RAT RUN SECURED NOT BREAK 1'-0" MIN, PLASTER OVER GRADE NAILING SCHEDULE W/ (2) 126 5 EACH TRUSS FROM 2ND FLR LINE "D" FELT PAPER BACK 2x4 SUB -BAND SEE ENERGY CODE FORMS PRE=ENG FLOOR TRUSS METAL LATH OVER f' FOR INSULATION R -VALUES. 2x4 CONT. TOP AND C INSTALL PER MFG. SPECS.) APPROVED HOUSE WRAP ALUM. SOFFIT l BT. OF FLR TRUSS (TOP r_ as OR GRADE "D" FELT 2x4 SUPPORTS BT 8" GYPSUM BOARD OR 2" PAPER STIFFBAGK AT ALL UPRIGHTS i - a GYPSUM BOARD OR 2 PLATE OF 2ND FOR, BT. HIGH STRENGTH CLG. OVER 4 10 HIGH (SEE HIGH STRENGTH CLG. 2x4 IS FOR WALL BOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRUSS SEALED ENG. FOR SIZE 4 F BOARD NOT BREAK 1'-O" MIN. (INSTALL PER MFG. SPECS.) CONDITION) SHEATHING NAILER) CONC. FILLED LINTEL BLK FROM 2ND FOR LINE 5i i 2x4 NAILER GYPSUM BOARD OR - SECURE GABLE TO DBL WEEP SCREED W/ (1) #5 REBAR CONTINUOUS 8 2 r NIGH STRENGTH CLG. TOP PLATE W/ SfMPSON � � 2x4 � 24" O.C. � INTERIOR (SEE DETAIL 2A) R-4.2 BATT. INSUL. 2x4 CONT. � TOP AND � BTOF FOR TRUSS (TOP BOARD HTG4 a 24" O.C. MAX � KNEE WALL PRECAST LINTEL . I �° EMBED. STRAP VERIFY 2x4 SUPPORTS BT CONC_ FILLED LINTEL BLK DOUBLE TOP PLATE W/ TRUSS PLAN WINDOW ATTACHMENT AS PLATE OF 2ND FLR, BT.WINDOW ATTACHMENT AS PER MANUFACTURES 2x4 IS FOR WALL W/ (1) #5 REBAR CONTINUOUS WINDOW HEADER SIZE PER MANUFACTURER '"THICK, 2 COAT CEMENT SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL VARIES PER WINDOW— SPECIFICATIONS PLASTER APPLIED PRECAST SILL WEEP SCREED OPENING SEE HEADER SPAN WINDOW ATTACHMENT AS CHART FOR DETAILS DIRECTLY TO MASONRY C1) #5 REBAR VERTICALLY PER MANUFACTURER WINDOW SILL W/ CONC. POUR CELL (SEE DETAIL 2A)SPECIFICATIONS16 D.S_B. SHE�4TNfNG OR 2" 2x STUDS Imo" O.C. MAX W/ 1x2 P.T. FURRING STRIPS PRECAST SILL CDX PLYWOOD. R-11 BATT. INSUL. MIN. 1�" O.C. EMBED. STRAP VERIFY ATTACHED PER NAILING STORY k (1) , REBAR VERTICALLY \ 8" CMU W/ TRUSS PLAN SCHEDULE ON SHEET D5 3" T G SUBFLOOR GLUED FIRST FLOOR 1 W/ coNC. POUR CELL AN NAILED AS PER 1/2 GYP. WL. BD. 2 THICK, 2 COAT CEMENT 1x2 P.T. FURRING STRIPS BLOCK SECOND WOOD BASE PLASTER APPLIED /a THICK, 3 COAT GEMENT NAILING SCHEDULE DIRECTLY TO MASONRY PLASTER OVER GRADE FLOOR FRAME ;� all cMu D FELT PAPER BACK SCALE: 3/4" =1' -O" 1/2 " GYP. WL. BD. METAL LATH OVER 2 -STORY GABLE APPROVED HOUSE WRAP WOOD BASE OR GRADE "D" FELT r` °4 FIRST FLO O R �—=-- a P BLOCK SECOND APER 1-------PRE-ENG FLOOR TRUSS CSJ • NOTE= SHEATHING MUST (INSTALL PER M G PE FLOOR FRAME a NOT BREAK 1'-0" MIN. 8" GYPSUM BOARD OR1A z" _ a FROM 2ND FLR LINE HIGH STRENGTH CLG. SCALE: 3/4 -1 -0 2x4 CONT. e TOP AND BT. BOARD a OF FLR TRUSS (TOP 2x4 CONC. FILLED LINTEL BLK O.S.B. SHEATHING OR2" CDX SUPPORTS BT PLATE OF - W/ (1) #5 REBAR CONTINUOUS 2x STUDS Ila" O.G. MAX W/ PLYWOOD. ATTACHED PER 2ND FLR, BT. IS FOR WALL R-11 BATT. INSUL. MIN_ NAILING SCHEDULE ON SHEET 2x STUDS e Ila" O.G. MAX W/ " SHEATHING NAILER) PRECAST LINTEL D5 R -II BATT. INSUL. MIN. -I/1� O.S.B. OR z CDX WINDOW ATTACHMENT AS 3i T 4 G SUBFLOOR GLUED TT'VEK BUILDING WRA ¢ AND NAILED AS PER a"THICK, 3 COAT CEMENT 4" T G SUBFLOOR GLUED WEEP SCREED PER MANUFACTURER NAILING SCHEDULE PLASTER APPLIED TO METAL AND NAILED AS PER Y PAPER BACK (SEE DETAIL 2A) SPECIFICATIONS LATH OVER 2 LAYERS OF NAILING SCHEDULE GALV'D MTL. LATH (1) #5 REBAR VERTICALLY GRADE D BUILDING PAPER x -1/8" TEXTURED EMBED. STRAP VERIFY W/ GONG. POUR CELL OR PAPER BACKED LATH �' _ FINISH WOOD W/ TRUSS PLAN PRECAST SILL �. WOOp OVER AN APPROVED HOUSE W€EP SCREED "THICK 2 COAT CEMENT �` 1x2 P.T. FURRING STRIPS CONSTRUCTION z WRAP PLASTER APPLIED 2x4 CONT. TOP AND BT. OF_ z 4 DIRECTLY TO MASONRY I 8" CMU 7F TRUSS (To 2x4 J11- SUPPORTS BT PLATE OF 2ND 1/2 GYP. WL. BD. PRE -ENG FLOOR TRUSS FOR, BT. 2x4 IS FOR WALL PRE -ENG FLOOR TRUSS 8 CMU WEEP SCREED I WOOD BASE (SEE DETAIL 2A) SHEATHING NAILER) SIMPSON HETA-1(o EMBED. 8" GYPSUM BOARD OR 2" 1/2" TEXTURED STRAP e 32 O.G. MAX VERIFY WEEP SCREED HIGH STRENGTH CLG. FINISH 1" IASONRY W/ TRUSS PLAN (SEE DETAIL 2A) BOARD ° EMBED. STRAP VERIFY S" GYPSUM BOARD OR 2" W/ TRUSS PLAN - CONC_ FILLED LINTEL BLK ° HIGH STRENGTH CLG. BOARD 2"THICK, 2 GOAT GEMENT W/ (1) #5 REBAR CONTINUOUS a ° • PLASTER APPLIED WEEP SCREE DIRECTLY TO MASONRY' 2 -STORY GABLE W/ VAULT FLOOR CONNECTION AT PARALLEL/ DETAIL C WOOS TO FIRST FLOOR BLOCK PERPENDICULAR PRE -ENG FLOOR TRUSS LOCK CONNECTION t FLOOR FRAME 2 SCALE: 3/4`=I' -o` SCALE: 1 1/2"=1'-0° SCALE: 3/4`=I'-0` ARCH ITECTS Desi n ro u inc. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT TUSCA SOUTH LOT ;/50 PROJECT# 1703.00 MODEL.- )) 1890" ODEL:"1800" GARAGE SWING: LEFT PAGE: O NO LITHIC 2 -STORY WALL SECTIONS ARCHITECT STATE OF FLORIDA '!�b 9 JAMES ELL AR 12079 DATE: 09/08/09 SCALE: 1/4"=1'-0" SAEET 04 OF R C H IT E C T S 1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 S'UBDIV. 8a LOT: TUSC A SOUTH wo LOT o PROJECT# 1703.00 MODEL: 1890" GARAGE SWING: LEFT PAGE: misc. DETAILS ARCHITECT: STATE OF FLORIDA 09�/ JAMES TWELL AR N 1079 DATE: 09/08/09 SCALE: SHEET 1) 50F