The URL can be used to link to this page

Home My WebLink About2580 Vineyard Cir (a)www. araor-ton,, com CBC1 252212 5850 T. G. LEE BLVD. SUITE 600 C>F1L.ANC>C>, FL. 32$22 Tsk (407) 850-5200 Fax (407) 850-5300 STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: *FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. LAV. W/2009 SUPPLEMENT `/C DATE DESCRIPTION ADT. 05/0g/11 • 2007 FLORIDA FIRE PREVENTION. CODE ALT, HORTON HOMES • NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION ANTD.R. ED. 5850 T.G. LEE BLVD. SUITE 600 •ALL LOCAL AND STATE CODES c s ORLANDO, FL, 32822 NfDMvfUM METALTHRESHOLD CLR. Q TEL: (40'7) 850-5200 R. MACDONALD REVISIONS CONC. FAX: (40x7) 850-5300 •OCCUPANCY - RESIDENTIAL, GROUP R3 C. O5/19/10 •CONSTRUCTION TYPE - VB DEL. N.T.S. O.C. • MIN. INTERIOR FINISH - CLASS B D.G. DIA. 05/12/11 • BASIC WIND SPEED - 120 MPH (M/S) DDISPSP. o�p/I�o/11 • 1 -STORY RESIDENCE - DP. PL P.B. PH. • STATE OF FLORIDA •2 -STORY RESIDENCE - MAX. HEIGHT AS PER ns: PROFESSIONAL ARCHITECT: LOCAL AND STATE CODES DW. PLATE PLYWOOD SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 Ea JAMES CANTWELL USED FOR DESIGN INCLUDE: EQ, AR NO. 12079 • CONCRETE MASONRY RESIDENTIAL EXII. ® • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. DIMENSION DISPOSAL • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G./FX. F.G. A.B. DESIGN GROUP, INC. FIN. SQ.FT. CALL. S 1441 NORTH RONALD REAGAN BLVD. R.A.G. REF. . FLUOR. LONGWOOD, FLORIDA 32750 LIVING (1ST.) l 114 50. FT. FR DR. FTG, Tel: (407) 774-6078 LIVING (2ND.) 1,54(o 60. FT. GA. RM. R.O. S.C. ROOM ROUGH OPENING SOLID CORE EXT DR GAR. DISP. Fax: (407) 774-4078G.F.I. RELOCATED A/C TO SECOND FLOOR LAUNDRY EACH S.D. TOTAL LIVING 2,720 50. 1=t. GL. ENTRY ELEv. 'A' 4 "I-3' 51 $0. FT. GYP. BD. S.H. ENTRY ELEv. 'C, o 4 E' 123 50. FT. H.B. H.C. PLAN REVIEW GARAGE 42(, 50. FT. HDR HOT. OR HT DATE CHECKED BY: EXHAUST INSUL. RITE SHEATHING TOTAL ELEV. "A' 4 'B" 3203 50. FT, TOTAL ELEV. "C, D 4 E" 3269 50. FT. PATIO 35 50. FT. EXTERIOR SHWR. SHOWER FIXED GLASS SIM, SR MAR OPT. COVERED PATIO 80 50. FT. ABBREVIATIONS REVISIONS ABOVE LAV. LAVATORY REV. DATE DESCRIPTION 1 05/0g/11 CONTROL DATE AIR CONDITIONING ADJUSTABLE ALTERNATE LUM. M.C. MFR. LUMINOUS M®ICINE CABINET MANUFACTURER Q 03/O3/10 R. MACDONALD ELEVATION REVISIONS AMPBRAGB BOARD MIN. M.T. NfDMvfUM METALTHRESHOLD Q 03/3O/10 R. MACDONALD REVISIONS CLKNTECABINET NM. ��D A O5/19/10 R. MACDONALD REVISIONS CEILING CLEAR N.T.S. O.C. NOT TO SCALE ON CENTER Q 05/12/11 STANDARDIZED SOUTHERN ENGINEERING © I o�p/I�o/11 SAW CRASS RAY ELEVATIONS "D" 4 "E" CONCRETE CARPET CERAMIC ME PL P.B. PH. PROPERTYLINE PUSH BUTTON PHONE ADD NEW TRUSS LAYOUT FROM RRORUILD 4,54C DRYER DOUBLE PLT. PLYWD. PLATE PLYWOOD ® 01/19/11 FRORUILD ELEv. E FOR 6AWGRA55 RAY DUAL GLAZED DIAMETER PR. P.T. PAIR PRESSURE TREATED ® 01/22/11 APPLIED REV151ON5 FROM 2121 PER R.M. DIMENSION DISPOSAL R. RAD, RISER RADIUS Q 01/28/11 ADD NEW TRUSS LAYOUT FROM GGA, ELEv. 84C DEEP DOOR R.A.G. REF. RETURN AIR GRILL11 REFRIGERATOR 03/09/11 ADD NEW TRU55 LAYOUT FROM GGA, ELEV. A,B4C 12 08/o9/I1 FR05UILD TRU55 ENG. ELEv. D 4 E DOWNSPOUT DETAIL DISHWASHER RM. R.O. S.C. ROOM ROUGH OPENING SOLID CORE EXT DR 13 Og/14/11 RELOCATED A/C TO SECOND FLOOR LAUNDRY EACH S.D. SMOKE DETECTOR ELEVATION S.H. SINGLE HUNG EQUAL BHT. SHEET EXHAUST SHTHG. SHEATHING EXTERIOR SHWR. SHOWER FIXED GLASS SIM, SR MAR FUEL GAS SL. SLIDING FINISH SL. GL. SLIDING GLASS FLOOR STD. STANDARD FLUORESCENT SWS SHEAR WALL FRENCH DOOR SECTION FOOTING TEMP. TEMPERED GLASS GAUGE TIM 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 IIE+AD13R W. WASHER HEIGHT w/ WITH INSULATION WD. WOOD INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON INDEX OF DRAWINGS SHEET # DESCRIPTION PG C1 -COVER PAGE PG GN- GENERAL NOTES PGA -FOUNDATION PLAN PG 1A -DOWEL PLAN PG 1B- LINTEL SCHEDULE (CAST -CRETE) PG 1B.1- LINTEL SCHEDULE (WEKIWA) PG 1C -WIND LOAD CALCULATIONS PG 2- FIRST FLOOR PLAN PG 3- SECOND FLOOR PLAN PG 413 -ELEVATION "B" FRONT & REAR PG 513 -ELEVATION "B" LEFT & RIGHT PG 613 -FLOOR FRAMING PLAN ELEVATION "B" PG 7B -ROOF FRAMING PLAN ELEVATION "B" PG 8 -FIRST FLOOR ELECTRICAL PLAN PG 9 -SECOND FLOOR ELECTRICAL PLAN PG 10 -FIRST & SECOND FLOOR MECHANICAL PLANS PG 11 -CABINET LAYOUTS PG D1 -FOUNDATION DETAILS PG D2-MISC. DETAILS PG D3 -1 -STORY WALL SECTIONS PG D4-MISC. DETAILS PG D5-MISC. DETAILS 0FFrcn PERMIT # %--- AItCH IT EC TS Design Group �n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w >zz a w w 4 O o w o o Q Q a O Q z°n m 8 � ti — SUSDIV. & LOT: TUSCA SOUTH LOT #2016 PROJECT# 2108.009 MODEL - "2720" GARAGE SWING: LEFT PAGE: COVER PAGE ARCHITECT - STATE OF FLORIDA JAMES CANTWELL AFE NO 12079 DATE: 12/01/11 SCALE: 1/4"=1'-0" SHEET Ct OP�2 2 IV LLT: (r;�1 Ulm w wl Cr) 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 11. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCON IES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y2 -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION - MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID INA RUNNING BOND PATTERN OR, IFA STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3-0".FRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 2511 . 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 211 C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1%" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, UNO. Fb =1,500 PSI Fv =175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 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 SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17, THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC, 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH'/" 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 Design rGroupinc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w w � n � 0 z A SLTBDIV. 8e LOT; TUSCA SOUTH LOT #2016 PROJECT# 2108.009 MODEL• "2"720" GARAGE SWING: LEFT PAGE: GENERAL NOTES ARCHITECT: STATE OF FLORIDA D T19: 12 01 11 S :1/4„_1,_C„ SHEET Olp(c2' 2 Ul I w c m d)A E4 SLTBDIV. 8e LOT; TUSCA SOUTH LOT #2016 PROJECT# 2108.009 MODEL• "2"720" GARAGE SWING: LEFT PAGE: GENERAL NOTES ARCHITECT: STATE OF FLORIDA D T19: 12 01 11 S :1/4„_1,_C„ SHEET Olp(c2' 2 c �l (D\\\,— — — — — — --, Iggs, OR I � 111 010 - I w wjww"��l NOTE: *A/C LINES FROM AIR HANDLER UNIT TO CONDENSOR TO IBE RAN IN ATTIC. *ENTRY AND LANAI 51-455 TO 5E POURED AT FINAL POUR WITH DRIVEWAY I-- — — — —1 13'-9' 4 14'-0" 24 "X24"x12' 4 GONG.PAD CONI. D1 W/3*a'S E.W. SLAB ON ' CI RS MIN.OVER -31/2"� I J) COVERED PATIO SECURE STRAP TO CONC. W/ (2)-3/l(o"X2'- TAP-CONS CONIC. SLAB A/C UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) llSxl 114 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL ARCH I T E C T 5 f,,'r Design Group inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h N w � n � O z � o q U W pi q� STJBDIV. & IAT: TUSCA SOUTH LOT #2016 PROJECT# 2108.009 MODEL: "2720" [, .41ZAGE SWING: LEFT PAGE: OUNDATION PLAN rARCHITECT- ,,,TATE OF FLORIDA DAA: 12/01/11 SCALE: 1/4"=11-0" 1 1 SHEET OF22` 21 24'A -2" 14'-m" 12' -lm" ■ ■ r- dJ cv n ■ ■ N ■ 61 ■ m m ch � m K1 r N �r ■ n r -IPS" 12'-01 DOWEL P A R C N I T E C T5 Design G rO u p inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w w � � Q O z A U q � 0 SLTBDIV. & IAT: TUSCA SOUTH LOT #2016 PROJECT# 2108.009 MODEL: "2'720" GARAGE SWING: LEFT PAGE: DOWEL PLAN CARCHITECT STATE OF FLORIDA R 12079 00 D T 12/01 11 SCALE: 1/4"=1'-O" SHEET 1A Og,122 A R C H I T E C TS L Design I oroupInc. . N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 rww. a b d esi gn gro u p. co r AA #: 0003325 W STATE OF FLORIDA TE -114' 0 1 2 JAM S CANTWELL ft , 012079 W W Lu SCAT 1/4"=1'-o" SHEET 4 4 Q O Lu Z 0 to A � 0 U Ik � 0 Lo 0 � SUBDIV. & LOT: TUSCA SOUTH LOT #2016 PROJECT# 2108.009 MODEL: »2720, GARAGE SWING: LEFT PACE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT STATE OF FLORIDA TE -114' 0 1 2 JAM S CANTWELL ft , 012079 PRM TE: 12/01/11 SCAT 1/4"=1'-o" SHEET B 0 2 A R C H I T E C T S Design ro u p nC. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA SOUTH LOT #2016 PROJECT# 2108.000 MODEL - ,22720), GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (WEKIWA) ARCHITECT- 0 RCHITECT 0 2 JAMES CANTWELL R NO 12079 P INT DATE: 12/01/11 SCALE:1/4)3=11-0" SHEET 11B . 1 Ogg 2 W v }- QLu Lu ~ q Q O � loin? o z o 1� m A � m C-1 SUBDIV. & LOT: TUSCA SOUTH LOT #2016 PROJECT# 2108.000 MODEL - ,22720), GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (WEKIWA) ARCHITECT- 0 RCHITECT 0 2 JAMES CANTWELL R NO 12079 P INT DATE: 12/01/11 SCALE:1/4)3=11-0" SHEET 11B . 1 Ogg 2 0 18 a 15 16 17 3050 -SH 3050 -SH 3050 -SH EGRESS 30DO-SH EGRESS EGRESS C FIRST FLOODIN., �oN N WIND LOAD CALCULATIO"N1,1�- 2340 -SH 14 Emol AND CLADDING NO LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS POALLCOMPONENT I ARE AGE WINDOW SIZE AND TYPE ZONE 12+0 IDPH WIND REMARKS 161-0 X 11-0 GARAGE DR. 5 21.8/ -24.8 2 20 3068 DR 4 24.1/ -26.9 > 3 11 25 -SH 4 25.1/ -21.3 4 11 25-$H 5 25.1/ -33.3 5 11 25-6H 4 25.1/ -21.3 6 11 25 -SH 4 25.1/ -21.3 1 10 23 -SH 4 25.9/ -28.1 g 48 &"ON X 8'-0" S. G. D. 4 23.3/-25.5 5 11 25_SH 4 25.1/ -21.3 10 11 25 -SH 5 25.1/-33.3 II 11 25-5H 4 25.1/ -27.3 12 16 3050-5H 5 25.2/ -33.3 13 16 3050-6H 4 25.2/ -21.4 14 5 2340 SH 5 25.5/ -34.1 15 16 3050-6H 5 252/ -33.3 16 16 3050 -SH 4 25.2/ -21.4 11 16 3050 -SH 4 25.2/ -21.4 18 16 3050 -SH 5 25.2/ -33.3 15 16 3050 -SH 4 25.2/ -21.4 CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 2001 ALLOWS THE PRESSURES TO BE AVERAGED WHEN THE OPENING IS PARTIALLY LOCATED IN BOTH ZONE 4 AND ZONE 5 WIND PRESSURES ARE BASED ON WIND SPEED=120MPH (3 SECOND GUST) IMPORTANCE FACTOR=1.0 EXPOSURE CATEGORY = B MEAN ROOF HEIGHT=LESS THAN 30 1=T. FOR AN ENCLOSED BUILDING 16'-0" 2'-4" v I1'-4" 2'-4" ,ZONE 5 ZONE 4 p = +21.8 / -24.0 PERCE*ilN�T:At;t .OF �=A~ SV.Z"r '2kONE!'. . ,PaSITAT Piss 6 d F.b DOOM ,= To) rE P SSTJIZi ?< r R1X+l `1 ';1I.'►C R :•. =050.7 Ake `G kk0.. O R'PI 'S.S ? + :p = 2 8 A R C H I T E C TS Design rQ u p Inc. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SLTHDIV. & =.,OT: TUS C A SOUTH LOT #2016 PROJECT# 2108.009 MODEL: "2720" GARAGE SWINC4: LEFT PACE: WIND LOAD CALCULATIONS ARCHITECT- STATE OF FLORIDA o 1//oll p .- 1 01 11 SCALE: 1/4 SKEET 1C Oip�22 N > } w < o w L d z 0 N m SLTHDIV. & =.,OT: TUS C A SOUTH LOT #2016 PROJECT# 2108.009 MODEL: "2720" GARAGE SWINC4: LEFT PACE: WIND LOAD CALCULATIONS ARCHITECT- STATE OF FLORIDA o 1//oll p .- 1 01 11 SCALE: 1/4 SKEET 1C Oip�22 .�-M 13'-9"„ 14'-0" 6x�o P.T------- ll POST I� I COVERED O I I a' -a" CLG. I I I I (0080 S.G.D. u COVERED PATIO ^ , DINING ROOM 8'-8" CLCD. 10'-6" dJ — — — HMADTR 7- II ail Irl ISI - DEN / LIVING IQI ROOM II II I i 25 -SH 25 -SP" - �� I OPTIONAL DEN FIRST FLOOR PLAN NOTES: -DENS ARMOR AT 5,4THROOMS. -PREFAB SHOWERS/TU55 TO BE SET IN TYPE 2 FOAM. Rf- 6'-211 25 -SH EGRESS 121411 DINING ROOM 8'-a' CLG. 1R -ISH am DEN / BRDM #5 8'-8" CLG. 25 -SH 71 F )OPTIONAL BEDROOM #5 MODEL SPECIFICATIONS GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNI=INSHED * WINDOW SILLS TO 1.3E OPTIONAL + MASTER AND SECONDARY BATH TO RECEIVE 36" MIRROR VANITY MIRRORS TO 5E RAISED OFF DACKSPLASH * ALL DOORS ARE 6'-8" HIGH UNLESS NOTED OTHERWISE. ALL TUB FIXTURES TO BE WALL MOUNTED EXTERIOR MASONRY WALL 5RG. HEIGHTS 5RG. L.B-W. 3-1/2" 10-1/2" 2" ELEC. OUTLET PER ELEC. CODE TE m mt . nBAR DETAIL �r 42" LOW WALL e <i Z NEWELL 'ZPOST OPTIONAL STAIR LAYOUT A R C H IT E C T S 41 N. RONALD REAGAN BLVE LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 smoo w x w O d) Lu SQ. FT. CALC.'S q LIVING (15T.) LIVING (2ND.) I,I-14 1,546 50. FT. 5Q. FT. TOTAL LIVING ENTRY GARAGE 2,120 51 426 SQ. FT. SQ. FT. 50. FT. TOTAL 3203 SQ. FT. � m PATIO OPT. COV. PATIO 35 lba SQ. FT. SQ. FT. ti MODEL SPECIFICATIONS GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNI=INSHED * WINDOW SILLS TO 1.3E OPTIONAL + MASTER AND SECONDARY BATH TO RECEIVE 36" MIRROR VANITY MIRRORS TO 5E RAISED OFF DACKSPLASH * ALL DOORS ARE 6'-8" HIGH UNLESS NOTED OTHERWISE. ALL TUB FIXTURES TO BE WALL MOUNTED EXTERIOR MASONRY WALL 5RG. HEIGHTS 5RG. L.B-W. 3-1/2" 10-1/2" 2" ELEC. OUTLET PER ELEC. CODE TE m mt . nBAR DETAIL �r 42" LOW WALL e <i Z NEWELL 'ZPOST OPTIONAL STAIR LAYOUT A R C H IT E C T S 41 N. RONALD REAGAN BLVE LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 smoo w x w O d) Lu p� q p p p� z �U d p , Ik z } iu N � m � ti svBniv.IAT: TUSCA SOUTH LOT #2016 PROJECT: 2108.009 MODEL• "2720" GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN ARCHITECT: STATE OF FLORIDA D 12/01/11 1 2SHEET 42" LOW WALL POs, OPTIONAL S T A Yl LAYOUT 0 8 �n I 9 r 2'-4" 14'-6" 12' 3050, -SH ( 3050 -SH 3050 -SH EGRESS .. EGRESS EGRESS r- BDRM. #4 A/C —POSt CHASE c� 12'-3" 1'-2 z I � I rlU4 8'-0' cl U w w o � d z 0 WCL 0 A O POs, OPTIONAL S T A Yl LAYOUT 0 8 �n I 9 r 2'-4" 14'-6" 12' 3050, -SH ( 3050 -SH 3050 -SH EGRESS .. EGRESS EGRESS r- BDRM. #4 A/C —POSt CHASE c� 12'-3" 1'-2 W.0 OPfi. AV. tU8 LAv. BATH � V-0" CLG. �6 mm BDRM. #2 51-01 CL . 5S W.I.C. IAc CIA MEDIA I r ROOM4x4 OPT. OWNERS BATH[ 8'-0" CL.G. I OWNER'S POST I a OWNER'S SUITE r�1 SUITE S 0 CLG.Ir v _ rn N HEADER II . 3-6H 2' Lo - Ifl — — OWNER S WALL I I BATH 2-0 DN. NEA1�E V-0" CLG. (D 0 m lI >: XB .° 1 51-4" F At c 1 I OPEN d LAC ESS @ I I N TO z -' BELOW - 3-0 LU 3'-!0" ' I 4'-5" 4'-4' 3 V31-8,11 Im- ISH I v JL JL X t.r I STAIR DETAIL C CIAPOST J J b 3 - 0 I = a, SF. toI W.I.C. �' 1 -0 2-� -8 F I wI a'-0' cLG. —I 3050-544 _ EGRESS c� LA mN. '�) L—`—J CL G. I p p 2340 -SH 5'-'I' 1 4'-," , , 3'-5" 1, /� V-21 40' - 0" NOTES: -DENS ARMOR At E3ATHROOM5. -PREFAB SHOWERS/TUSS TO BE SET IN T'►'PE 2 FOAM. Y'll mi, Of I Imar-101 A R C HITECT S -) o/r Design Group,,,,,. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 N, w z o N w � � BDRM. JL3 rlU4 8'-0' cl U w w o W.0 OPfi. AV. tU8 LAv. BATH � V-0" CLG. �6 mm BDRM. #2 51-01 CL . 5S W.I.C. IAc CIA MEDIA I r ROOM4x4 OPT. OWNERS BATH[ 8'-0" CL.G. I OWNER'S POST I a OWNER'S SUITE r�1 SUITE S 0 CLG.Ir v _ rn N HEADER II . 3-6H 2' Lo - Ifl — — OWNER S WALL I I BATH 2-0 DN. NEA1�E V-0" CLG. (D 0 m lI >: XB .° 1 51-4" F At c 1 I OPEN d LAC ESS @ I I N TO z -' BELOW - 3-0 LU 3'-!0" ' I 4'-5" 4'-4' 3 V31-8,11 Im- ISH I v JL JL X t.r I STAIR DETAIL C CIAPOST J J b 3 - 0 I = a, SF. toI W.I.C. �' 1 -0 2-� -8 F I wI a'-0' cLG. —I 3050-544 _ EGRESS c� LA mN. '�) L—`—J CL G. I p p 2340 -SH 5'-'I' 1 4'-," , , 3'-5" 1, /� V-21 40' - 0" NOTES: -DENS ARMOR At E3ATHROOM5. -PREFAB SHOWERS/TUSS TO BE SET IN T'►'PE 2 FOAM. Y'll mi, Of I Imar-101 A R C HITECT S -) o/r Design Group,,,,,. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 N, w z o N w � � U w w o � d z 0 WCL 0 A O N 4 m(14 1-1 r � m � BVBDIV. & LOT:. TUSCA SOUTH LOT #2016 PROJECT# 2108.009 MODEL - "2"720 GARAGE SWING: LEFT PACE: SECOND FLOOR PLAN ARCHITECT= STATE OF FLORIDA Cry//� 1 z0;1 JAM S CANTWELL O 12079 PTE:p�E12/01/11 SCALE: 1/4"=1'-0" SHEET 3 OF� AREA OF ATTIC, = 18(oi SQ. FT. NET FREES VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 186'1/300 W = 6.3 SQ. FT. 63 SQ. FT, X 144 = S012 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 X 907.2 = 453b (BALANCE TO BE PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT TOTAL " OF VENTS REQUIRED = (4) TOTAL " OF VENTS PROVIDED = (4) (9)- LOUVER DETAIL 1 i I 12 I I —�5 I �8'-8' 5RG. HGT. Ll L0' -O' FIN. FLfi2_ ----------------------- (7,oPT-D OvP A T 10 5UILDING HEIGHt 2(o"-9" 14'X60' APPLIED SHUTTERS 0 0 ►0 z s �- RAISED BANDS -eA a/ZI ml 12 FRONT ELEVATION TEXTURED FIN15H OFF RIDGE VENT I E3!h I I � I I REAR EL'hr--'VATIu"N TEXTURED FINISH 12 5 IS"X24" RAISED LOUVER 4' TRIM BOARD 24"X&O' APPLIED SHUTTERS _rn "%idI d110'-0 3/4" 2ND FIN FLR. ,4'-8" ERG. HGT. r CIA — – gym' -0" FIN. FLR. A R C HIT E C TS Arz ,//Design Group ane 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 ti e Ll L0' -O' FIN. FLfi2_ ----------------------- (7,oPT-D OvP A T 10 5UILDING HEIGHt 2(o"-9" 14'X60' APPLIED SHUTTERS 0 0 ►0 z s �- RAISED BANDS -eA a/ZI ml 12 FRONT ELEVATION TEXTURED FIN15H OFF RIDGE VENT I E3!h I I � I I REAR EL'hr--'VATIu"N TEXTURED FINISH 12 5 IS"X24" RAISED LOUVER 4' TRIM BOARD 24"X&O' APPLIED SHUTTERS _rn "%idI d110'-0 3/4" 2ND FIN FLR. ,4'-8" ERG. HGT. r CIA — – gym' -0" FIN. FLR. A R C HIT E C TS Arz ,//Design Group ane 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 ti W W w � O � V A U W A � SUBDIV. & LOT: TUSCA SOUTH LOT #2016 PROJECT# 2108.009 MODEL: ,,2720" GARAGE SWING: LEFT PAGE: FRONT AND REAR ELEVATIONS kil " B" ARCHITECT STATE OF FLORIDA ` 0 1 /fo 11 DATE: 12/01/11 fqA Z: 1/4"=l'—O" SHEET F � OF� 18'-0 3/4" 2N1D FLR. BRG. 6 If 0'-C" FIN. FLR. _ — LEFT ELEVATION TEXTURED PIN15H RAISED IBANDS �F 0=0' FIN. FLR. 10' -CD 3/4" 2ND FIN_ FLR_ _ - I- 0 �-'l M _ M 114 RAISED IBANDS �F 0=0' FIN. FLR. 10' -CD 3/4" 2ND FIN_ FLR_ _ - _ _ _ _ _ _ _ _ _ _ - _ _ - — _ — — _ d� 10`0 3/4' 2ND FIN_ FLR, W / S'-8" BRG. I -IGT. �, _ - - - - - - - - - - - - - - —L - - - - ,� 8'-8" BRG, HGT. (RAISED IBANDS RIGIH[T EI,EVATION TEXTURED PINISH I 8'-S" i3RG. 01-0" FIN, FLR, I O PTs CO.V..PATIO LEFT SIMILAR A R C H IT E C TS Design GroupInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W W O C.� � W o o A U w 6, SUBDIV. & LOT: TUSCA SOUTH LOT #2016 PROJECT# 2108.009 MODEL: "2720" GARAGE SWING: LEFT PACE: LEFT & RIGHT ELEVATIONS >>B" ARCHITECT- STATE OF FLORIDA h w n 01k A : 12/01/11 ALS 1/4"=l' -O" SHEET 5 1- F(2:� HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON SIZE FT1 _ _ DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) 10d x 1 1/2 I -PLY/ (b) Ibd 2 -PLY Z Z 0 (?) META -Ib 1985 1900 (10) 106 x 1 1/2 1 -PLY (14) 16d 2 -PLY Q HETA-16 1810 (9) 106 x 1 1/1 1 -PLY/ (8) Ibd 2 -PLY x 12 HETA-20 1810 (S) 10d x 11/1 1 -PLY/ (8) Ibd 2 -PLY SIZE (2) HETA-20 2035 2500 e10) 10d x 1 112 I -PLY (12) 16d 2 -PLY DBL 2 MGT + 3965 (1) 6/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. IC' EMBED), (22) 10d TO WOOD DBL 2 WaT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD DBL 2 HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (16) 10d TO WOOD DBL 2 LTA1 1420 (12) ION x 1-0' VGT 4940 (1) 5/8'A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMeED), (16) 605 1/4' X 3' TO WOOD (2) VOT O-PLY&MY) 1185/8890 (2) 5/8' A.TJR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD N MT5-12 1000 04) 10d x 1 1/2 HTS -1b 1150 (I6) 10d x 1 0 HTS -20 1450 (24) 10d x 1 1R LSTA-12 ++ 925 (10) 10d LSTA-18 ++ 1235 (14) 10d N MSTA-18 ++ 1315 (14) 1001 Q META -24 ++ 1640 (18) 10d r� M5TA-3o 2050 02) 10d (j META -3b 4+ 2060 (20 1001 M15TI-36 3800 (3b) led x 1 1/2 q MSTI-48 5065 (48) 106 x 1 1/2 Hb 950 (8) Ed TO PLATES, (8) ed TO STUDS SP4 885 e6) 10d x 1 1/1' TO STUDS A33 150 (4) lOd TO BEAM (4) 10d TO POST. HCP2 b45 (6) 10d x 1-1/1' H10 16) 8d x 1-1 ABU 44 2200 6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (12) lbd TO WOOD (n ASU 66 2300 12000 (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC„ (12)Ibd TO WOOD TT 9 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC (8)10d TO WOOD U Z 44350 TT205 ►►+ 1625 3610 HTT4 4235 (1) I ' A.. . IN HIGH 8T NGTH EPDXY (MR 1' DJ IN CONC. (2))6'1BO T TO WOO (1) 6/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (18) IOd x 1 1/2' TO WOOD (1) 5/8' A.T.P. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC. (IB) Ibd x 2 I/2' TO WOOD (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN 1' EM5ED-) IN CONC_ (26) 1001 x 1 1/2' TO WOOD HTT5 4610 5050 (1) 5/S' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EM15ED.) IN CONC. (Cb) loci TO WOOD A. GONG. (26) lbd x HHDQ11-5DS 25+ 11,445 I) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBEDJ IN CONG., (24)508 4' x ' WOOD SORE 1-101 6480 (1) "1/8' A.B. IN HIGH 8TRENGTH EPDXY (MIN. 1' EMBED.) IN CONC (34' STUD BOLTS TO WOOD MBHA 3.5b/1125 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) N CM.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMI9EDMENT) N C.M.U. FACE, (18A0d TO BEAM 0 m Ld ME3HA 550/1125 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) N G.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) N C.M.U. FACE, (18A0d To 15EAM Z Q X210-3 (WOOD 1810 4OW (FLOOR) 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, (10) 10d TO WOOD 3140 (ROOF) = 14UC410 (CMU) 1 1810 150M 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD NUG 210-3 1 1810 14000 18-1/4' x 2-3/4' TITEN TO CMU ( 10) 1001 TO WOO HIGH STRENGTH EPDXY ■ SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECTiENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT 18 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CM. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/X NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. H+++ MINIMUM EMBEDMENT INTO THE TOP OF A DONDBEAM WILL ERE6', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' 0 A.T.R. - A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST 15E RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 18 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED GONNECTOR5, USE FASTENERS GALVANIZED PER ASTM-AI53 U5E OF EXPANSION ANCHORS WILL ESE EVALUATED ON AN INDIVIDUAL 6A815 AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT,eNGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES 15ASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2011' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW06-R', T-ANCHORSPEC01, AND ANCHORING 1 FASTENING SYSTEMS FOR CONCRETE 1 MASONRY CATALOG C-2011. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO SINGLE STORY APPLICATION SIZE FT1 _ _ CLEAR SPAN DBL 2 x 6 UP TO 5'-4" DBL 2 x 8 5'-4" TO '1'-0" DBL 2 x 10 'V-0" TO 10'-0' DBL 2 x 12 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE 2 CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5' -0" TO &1-41 DBL 2 x 10 (0'-4" TO 8"-o" DBL 2 x 12 8'-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0" U.N.O. d (2) MTS -12 FT1 _ _ M = u STU S To SLAB _ 4'- 11 1/2 "" H4— AND UP NUMBER OF HEADER STUDS _FTI SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS II 2 —-- -- AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY 6IMP50N STRONG -TIE OR EaUAL, U.N.O.. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOW6, U.N.O: * TRU55 TO MASONRY/CONCRETE SHALL BE META -16 * FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL BE MT6-12 3.TRU55 TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4.REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. F:) -HEADER SPAN CHART 4 MINIMUM WALL & HEADER STUD REa. ARE STANDARD U.N.O ON FRAMING PLAN (o, MIN. 2X4 HIP CUT BLOCKING SECURED W13-106 GUN NAILS OR 3-126 HAND DRIVES Q EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 1 11111IC]��'��111C']I11�1�1�11;3111111INK31 1 111:111111111C111111C]11111ff1» 1■ ' iV In FTI II II II II II II II II II II II 2X6 S � B?CK. II II II II II II II II II II II II II II 2xl2 HDR II II II II II II IIcl T�6 110 FT4 12 mil nil II II 0 K ph W -AA FT4 — FGT4 FT4AIIP — = FT4A N — FT4A— NFT4A FT4A - _ FT4A _ FT&A — — — 611 — — — II FGT4 FT4 — HUC410 15LK COL. TO "I' -S" W/ (2) META -leo 0 BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING � 4'-0' O.C. (1ST 2 BAYS) 4 2X4 SYP 02 X -BRACING. REFER TO TYPICAL DETAII_ SHTS FOR BRACING REQUIREMENTS FASTEN 2X4 5YP #2 OR SPRUCE BEVEL CUT TO TRUSS TOP CHORD W/106 x 3' NAILS e (o" O.C. NOTE STAGGERED TRUSSES MARKED W/AN ' ' REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, 51ZE 4 REQUIRED FASTENERS. DENOTE RAT RUN -9 10'0/C MAX. = DENOTE 2X6 5TRONGBACK a 10'0/C MAX. HAN(:f-=f=f:RS To E3E= 1,.151=c:)) (Simpson) or (Usp) o HUS210 o HU526 H HHU$46 O THD46 NOTES: OSECURE 2ND FLOOR STUDS TO FLOOR TRU55 W/ M5TA24 a 48' O.C. (MAX) OSECURE 2ND FLOOR STUDS TO FLOOR GIRDER LU/ MST12 6 32' O.C. (MAX) 2X12 BM TO &X(o POST I I (2) M5TA-24 �COVERIED P ATIO SOUTHERN TRUSS 05/12/11 A R C H I T E C TS Design Groupinc. L441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com Nib AA #: 0003325 h __ L_ — — z Q TRUSS TO (2)2X4'8 - d (2) MTS -12 FT1 _ _ M = u STU S To SLAB _ H4— FT1 _FTI x - — — — — FTI II FTI — —-- -- FTI = _��_ TRUSS TO (2)2X4'8 (2) MTS -12 FTI -STUDS TO SLAB — _ = �rHTT - 4 FT1 O mil nil II II 0 K ph W -AA FT4 — FGT4 FT4AIIP — = FT4A N — FT4A— NFT4A FT4A - _ FT4A _ FT&A — — — 611 — — — II FGT4 FT4 — HUC410 15LK COL. TO "I' -S" W/ (2) META -leo 0 BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING � 4'-0' O.C. (1ST 2 BAYS) 4 2X4 SYP 02 X -BRACING. REFER TO TYPICAL DETAII_ SHTS FOR BRACING REQUIREMENTS FASTEN 2X4 5YP #2 OR SPRUCE BEVEL CUT TO TRUSS TOP CHORD W/106 x 3' NAILS e (o" O.C. NOTE STAGGERED TRUSSES MARKED W/AN ' ' REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, 51ZE 4 REQUIRED FASTENERS. DENOTE RAT RUN -9 10'0/C MAX. = DENOTE 2X6 5TRONGBACK a 10'0/C MAX. HAN(:f-=f=f:RS To E3E= 1,.151=c:)) (Simpson) or (Usp) o HUS210 o HU526 H HHU$46 O THD46 NOTES: OSECURE 2ND FLOOR STUDS TO FLOOR TRU55 W/ M5TA24 a 48' O.C. (MAX) OSECURE 2ND FLOOR STUDS TO FLOOR GIRDER LU/ MST12 6 32' O.C. (MAX) 2X12 BM TO &X(o POST I I (2) M5TA-24 �COVERIED P ATIO SOUTHERN TRUSS 05/12/11 A R C H I T E C TS Design Groupinc. L441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com Nib AA #: 0003325 h W 111 x = O N 0 N Q 1- O Z N Z zw Z I" q � SUBaIV. & 3L,07%. TUSCA SOUTH LOT #2016 PROJECT# 2108.009 MODEL: "2720" GARAGE SWING: LEFT PAGE: FLOOR FRAMING PLAN ELEV. ARCHITECT STATE OF FLORIDA JAM DATE: 12/01/11 SCALE:1/4 =V-0" STREET 67 dF 21 HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON SIZE DES. UPLIFT GRAVITY FASTNER >- META -I6 1450 (1) 10d x 1 1/2 I -PLY/ (b) Ibd 2 -PLY Z Q (2) META -Ib 198'? 1900 (10) 10d x 1 1/2 I -PLY 04) Ibd 2 -PLY V) Q HETA-I6 1810 (9) 10d x 1 1/2 1 -PLY/ (8) lbd 2 -PLY x 12 HETA-20 1810 (9) 10d x 1 1/2 1 -PLY/ (8) 16d 2 -PLY SIZE (2) HETA-20 2035 2500 (10) 106 x 1 1/2 I -PLY (12) 16d 2 -PLY D5L2x% MGT + 3965 (1)15/5' A.T.R. IN HIGH STRENGTH EPDXY CM IN. 12' EMMED), (22)10d t0 WOOD DBL 2 HGT-2 + 10360 (2) 3/4' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMISED), (16) 10d TO WOOD DBL 2 HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD DBL 2 LTAI 1420 (12) lod x 1-1/2' � VGT 4540 (1) 5/8' ATR. IN HIGH STRENGTH EPDXY (MIN. 12" EMi3ED), (16) SDS 1/4' X 3' TO WOOD (?J 4T O-1 L15 -PLT) 1185/8890 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD MT5-12 1000 (14) 10d x 1 1/2 HTS -16 1150 (16) 10d x 1 1/2 HTS -20 1450 (24) 106 x 1 1/2 LSTA-12 ++ 925 (10) I0d LSTA-18 ++ 1235 (14) 10d (1) MSTA-18 ++ 1315 (14) 106 CL MSTA-24 •+ 1640 (18) 10d MSTA-30 2050 (22) 10d ~ Cn MSTA-36 ++ 2050 (26) 10d MSTI-36 3800 (36) 10d x 1 1/2 MSTI-48 5065 (48) 10d x 1 I/2 Hb 950 (5) 8d TO PLATES, (8) 8d TO STUDS SP4 865 (6) loci x 1 1/1' TO STUDS A33 150 (4) 10d TO MEAN (4) 10d TO POST. CL HGP2 b45 (b) 10d x 1-1/2' H10 % -1/1 ABU 44 2200 6665 (I) 5/8' AT.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN GONG. (12) Ibd TO WOOD (n ABU bb 2300 12000 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12)Ibd TO WOOD LTT13 +++ 1340 !I) 3/4' A.T.R. IN H1014 STRENGTH EPDXY, (MIN. 1' EME3ED.) IN CONC, (8A0d TO WOOD tt205 +«+ 1625 !I) 1/2' A.T.R. IN HIGH STRENGTH EPDXY. (M N. 1' E .)IN CON( (2) ' MOLT TO WOOD Z Q 3610 HTT4 4.235 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN GONG. (18) 10d x 1 IR' TO WOOD (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (18) Ibd x 2 IR' TO WOOD (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC. (26) 10d x 11/2' TO WOOD Hm 4610 5090 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, CMIN_ 1' EMI5ED0 IN CONC. (26) 10d TO WOOD (V /8 A. R.R HIGH STRIZENGTHEPDXY, (MIN. 1' EMBED.) IN CONC. 6) I(od x O WOOD O HHDQII-SDS 2.5+ 11445 1) 1' A.T.R. N HIGH STRENGTH EPDXY, (MIN. 10' EMOED.) IN CONC., 04)508 ♦' x ' WOOD sc-REuie HD1 6480 (I)1/8' A.B. N HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (34' STUD 5OLTS TO WOOD -Z MBHA 3.56/11.25 3415 5330 !I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) N C.M.U. TOP, (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) N G.M.U. FACE, CI5AOd TO SEAM N W MBHA 550/1125 3415 5330 (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. b.15' EMBEDMENT) N C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) N G.M.U. FACE, (18N(dd TO SEAM 0UC210-3 Z (WOOD 1810 400 (FLOOR) 18-1/4' x 2-3/4' TItEN C 9 PER FLANGE) TO CMU, (10) 10d TO WOOF 3140 (ROOF) 2[14Ur-410 (CMU) 1,110 15085 18-1/4' x 2-3/4' TITEN (S PER FLANGE) t0 CMU (10) 10d TO WOOD HUG 210-3 1810 14000 16-1/4' x 2-3/4' TITI=N TO CMU ( 10) 106 t0 WOOD HIGH STRENGTH EPDXY - SIMPSON 'BET EPDXY-TIE'. CONTACT THE ARGHITECT/ENGNEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GFEATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE PILLED SOLID w/ GROUT. E`. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23$ REDUCTION IN THE ALLOWA5LE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR t0 INSTALLATION. N W H +«+ MINIMUM EMBEDMENT INTO THE TOP OF A 15CND13EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL DE 1' 0 A.T.R. ■ A-301 ALL THREAD ROD COME, PROTECTION TYPE, LENGTH, ETC. VARIES) Z 5ECAUSE OF THE WIDE VARIETY CF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST 5E RESPONSIBLE FOR MAILING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENED. WHEN USING IMAX / HOG GALvANIZED CONNECTORS, USE FASTENERS GALvANIZED MR A6TM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECTiENGINFER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES MASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C -?011" , "HIGH WIND -RESISTANT CONSTRUCTION C-14WO5-R', T-ANCHORSPEC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2011. HEADER SPAN CHART 1 BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING 6 4'-0" D.C. 06t 2 BAYS) 4 2X4 SYP 02 X -BRACING. REFER TO TYPICAL DETAIL SLATS FOR BRACING REQUIREMENTS FASTEN 2X4 SYP *2 OR SPRUCE BEVEL CUT TO TRUSS TOP CHORD W1106 x 3' NAILS 6 6" O.C. NOTE STAGGERED TRUSSES MARKED UJ/AN "*' REQUIRE IUEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. RE1=ER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, 51ZE 4 REQUIRED FASTENERS. 1-1,4NC�}�5 TO P3r=_ USEELD (Simpson) or (Usp) o HU526 O HUS26 O HHU54(o O THD46 DENOTE TRUSS X15 BRACE REQUIRED. _ ... - PENOTE RAT RUN a 10'0/C MAX. _ • • • = DENOTE 2X6 STRONGBACK ®10' 0/C MAX MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO SINGLE STOR'I' APPLICATION SIZE CLEAR SPAN DBL 2 x & UP TO 5'-4' DBL 2 x 8 51-4" TO 1'-0" DBL 2 x 10 1'-0" TO 10'-0" DBL 2 x 12 10'-0" AND OVER TWO STORY APPLICATION DOWN( STAIRS SIZE 2 CLEAR SPAN D5L2x% 1 UP TO 5'-O' DBL 2 x 8 51-011 TO (o'-4' DBL 2 x 10 (o'-4' TO 8'-0' DBL 2 x 12 8'-0' AND OVER 1 BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING 6 4'-0" D.C. 06t 2 BAYS) 4 2X4 SYP 02 X -BRACING. REFER TO TYPICAL DETAIL SLATS FOR BRACING REQUIREMENTS FASTEN 2X4 SYP *2 OR SPRUCE BEVEL CUT TO TRUSS TOP CHORD W1106 x 3' NAILS 6 6" O.C. NOTE STAGGERED TRUSSES MARKED UJ/AN "*' REQUIRE IUEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. RE1=ER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, 51ZE 4 REQUIRED FASTENERS. 1-1,4NC�}�5 TO P3r=_ USEELD (Simpson) or (Usp) o HU526 O HUS26 O HHU54(o O THD46 DENOTE TRUSS X15 BRACE REQUIRED. _ ... - PENOTE RAT RUN a 10'0/C MAX. _ • • • = DENOTE 2X6 STRONGBACK ®10' 0/C MAX MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 61-01 UN.O, w 4'-11 1/2" 11 1/2" AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 r1 2x12 (+'2 SVP) NAIL (3) 126 6 6'-B' O.G. TYP. 2x12 BM. HDR. FRAM INCA NOTES: 1. HURRICANE STRAINS TO SE MANUFACTURED 5Y SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.T1'PICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: * TRUSS TO MASONRY/CONCRETE SHALL E�E META -16 * FLOOR JOIST TO MASONRY/CONCRETE SHALL SE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL SE MTS -12 3.TRU55 TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED 51' TRUSS MANUFACTURER. 4 -REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. S.HEADER SPAN CHART s MINIMUM WALL & HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN Go. MIN. 2X4 HIP CUT 5LOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES ID EA. END. CUT WITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. gil ' 1 171 1 TRUSS TO 4X4 POST = (1) HTS -20 e-'�r�P1t to A�iA rn1 moi-1/I♦Ir— _ /IN+rA t^t A'n -A 77 ELEVATIO"N B SOUTHERN TRUSS 05/12/11 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 h w w � Z CL W t o N O 0 -Z W E`. q } Z _ UU CV q N w (ry h (p cv C4 64 -- rn (p SLTBDIV. & LOT: TUSCA SOUTH LOT #2016 PROJECT# 2108.009 MODEL - "2720” GARAGE SWING: LEFT PAGE: ROOF FRAMING PLAN ELEV. >'B)) ARCHITECT - STATE OF FLORIDA CLC 2011 NO 12079 DA�TE: 12/01/11 SCALE: 1/4 p$ =1' — 0" SHEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 2720 SQFT GENERAL LIGHTING X3 VA PER SQFT 125V OUTLET 20 AMP SINGLE POLE 3000 IIOV OUTLET 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 1/2 OF OUTLET 1 DISHWASHER 1200 IIOv OUTLET WIRED to 1 DISPOSAL 500 SUBTOTAL OF GENERAL LOAD bWITCH FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 25880 VA x .4 EQUIPED WITH GROUND FAULT TOTAL NET GENERAL LOAD 20344 IIOV OUTLET 8720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= --- 10 KW ELECTRIC HEAT AT 86%. (TAMMf 51,6 5 ICW ELECTRIC HEAT AT 85% --- NET GENERAL LOAD WIRE NET TOTAL HEAT d 220V OUTLET CONNECTION CALCULATED LOAD FOR SERVICE 33584 VA/240 V= 140 AMP 200 AMP SERVICE EXTERIOR GROUND FAULT GWFII WATERPROOF INTERRUPTER OUTLET SWITCH SWITCH 3 -WAY OPER. 1�4 SWITCH 4 -WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT VAPOR `1 O) PR VP LHT 1 RECESSED CAN IGF PER O VENT. FAN SQ . . FT. VENT. FAN 1 CFM PER W/LIGHT 50. FT. -�--`� 2' LIGHT STRIP 4' LIUNT STRIP 4' RECESSED 2-BUL5 WRAP 1 7 �LJ L FLUORESCENT LIGHT AROUND _ 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT p PANEL METER SMOKE MATT. BACK-UP O$,D, DETECTOR Wi HARDWIRE INTER - WALL BATT. RACK -UP MOUNTED W1 HARDWIRE SOKSD• DETECTOR CONNECTED ED 13AT7. BACK-UP CARBON W/ HARDWIRE MONOXIDE/ CONNECTED 1,0)8/CO SMOKE DETECTOR SHALL BE A COMBO DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT n NATURAL GAS OUTLET TELEPHONE JACK WATER HEAT. I DISCONNECT AIR. GOND. A/C DISCONNECT TV. TELEVISION JACK CEILING BOX REQUIRED t0 BE SUPPORTED J O J -BOX IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INS CTION CEILING FAN/LIGHT REQUIRED t0 DE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD PUSH- FOR 4pB. BUTTON CHIMES LNOCA ION OF TV JACKS 4 PHONE OUTLETS E FANS TO BE VERIFIED Q HOMEOWNER PRE -CONSTRUCTION MEETING. , ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI ID ISLAND (NOT ON KITCHEN CIRCUIT) pI6HWA5HER DISCONNECT TO SE LOCKOUT IN PANEL t BATHROOM EXAU5T FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 20ml,RESIDENTIAL CODE TABLE M15063) LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL BE NON METALLIC CABLE AS N.E.G. 2008 ARTICLE 300.(5) (2) + ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE DINING ROOM 117 WF. ,OPTIONAL 1CL1ECTRICAIL PLA �(�)COVERED PATIO 200 41'11= ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLE55 NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 200 AMP, 120/240 VOLT, I PHASE SECONDARY- ELECTRICAL ECONDARYELECTRICAL SERVICE. PROVIDE 3 02/0 COPPER (CU) IN 2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 04/0 ALUMINUM (AL) IN 2" piA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO SID. NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA im 1009., REMAINDER -0 359. NET LOAD: (o ,949 VA RANGE: 12,000 4) 10%, 8,400 VA DRYER: 5"000 ID 105", 3500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,489 / 240 = i8 A 02 AL MINIMUM NEUTRAL CONDUCTOR. _] GF1 1 I1 DINING ROOM I � II DEN / � I I LIVING ROOM 1 I � II l�L_ J1 O OPTIONAL DEN TU PROVIDE 3 2/0 CU, 1 04 CU GND 2" CONDUIT OR PROVIDE 3 4/0 AL, 104 AL GND IN 2" CONDUIT, (CONDUIT TO TERMINATE ABOVE SOFFIT m OVERHANG.) COMBINATION SERVICE 200 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I MLO eM E NEMA 3R ENCLOSURE PANEL 20OA/2 MCI TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE ECRU I PMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP tNEC COpEOP2) HOUSE PLAN: 2720 MODEL LOAD INFORMATION VA 2720 SQFT GENERAL LIGHTING X3 VA PER SQFT 8180 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4600 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 SUBTOTAL OF GENERAL LOAD 35880 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 25880 VA x .4 10344 TOTAL NET GENERAL LOAD 20344 4 TON HEAT PUMP#1 28 AMPx 240 VA- 8720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= --- 10 KW ELECTRIC HEAT AT 86%. 8500 5 ICW ELECTRIC HEAT AT 85% --- NET GENERAL LOAD 20344 NET TOTAL HEAT 13220 TOTAL LOAD 33584 CALCULATED LOAD FOR SERVICE 33584 VA/240 V= 140 AMP 200 AMP SERVICE 3L-/ 2" VTR JIB I 2111I 2 I WASHER I TO MAIN NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. 2" VTR �2u 21 VTR I I v /I. Q / I V� PLUMBING 1F) T A 0 D A A/T KITCHEN SINK W/ AUTO VENT RISER A R C H IT E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W O 1a✓ w `'opo w 0 w Q } q U A� cry (P � 0 � C14 0 ti BUBDIV. 8a LOT: TUSCA SOUTH LOT #2016 PROJECT# 2108.009 MODEL: "2720" GARAGE SWING: LEFT PAGE: PLUMBING RISER DIAL. & 1ST FL. ELEC. PLAN I=LECTRICAL. LEGEND SYMBOL DEFINITION NOTES m 123Y OUTLET NL AMP SINGLE POLE W ct7 1100 OUTLET 1!1 OF OUTLET 11(dY OUTLET WIND t0 SWITCH EQUIPED WITH 110V OUTLET GROUNDFAULT W ~ ITA SISTANT ��JJJJ /iI)1 2200 OUTLET 4 WIRE ��JI// CONNECTION W A EXTERIOR WATERPROOF GROUND FAULT r OUTLET INTERRUPTER ID SWITCH 03 SWITCH 3 -WAY OPER. (�4 SWITCH 4 -WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT m m PR OF `o, VP LIGHT r RECESSED CAN VENT. FAN I CFM PER SQ. FT. VENT. FAN 1 CFM PER LU/LIGHT SQ. FT. V LIGHT STRIP 4' LIGHT 5TRIP f ® 4' RECESSED FLUORESCENT 2-15UL5 WRAP LIGHT AROUND 2' FLUORE5CENT 4' FLUORESCENT 4' TRACK LIGHT © PANEL METER SMOKE SATs SACK -UP os.). DETECTOR W/ HARDWIRE INTER - WALL SATT. SACK -UP MOUNTED W/ HARDWIRE SD. SMOKE INTER - DETECTOR CONNECTED BATT. SACK -UP CARBON W/ HARDWIRE (� MONOXIDE/ CONNECTED "v15/CO SMOKE DETECTOR SHALL SE A COMBO DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT Q NATURAL GAS OUTLET TELEPHONE JACK WATER HEAT. DISCONNECT AIR. GOND. A/G DISCONNECT TV. TELEYI81ON JACK REQUIRED TO BE SUPPORTED O J -BOX ACCORDANCE WOXRKE A5 SUCH FOR INSPECTION CEILING FAN/LIG4at CEILING 5OX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT ISP OPTIONAL SECURITY KEYPAD PUSH- FOR pg, BUTTON CHIMES NOTES - 4 LOCATION OF TV JACKS d PHONE OUTLETS 4 FANS TO BE VERIFIED* HOMEOWNER PRE -CONSTRUCTION MEETING. + ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI * 15LAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENTA95C 200-1,RE5IDENTIAL CODE TABLE M15063) y LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON F1=EDERS WIRING METHOD SHALL BE NON METALLIC CABLE AS NE.G. 2008 ARTICLE 300.(15) (2) ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE 0. SECOND FLOOR I 11 E L 7"CTRIC AL P OPT. OWNER'S BATH ZOPT. OWNER'S BA']['H ARCHITECTS Design roup Inc. N. RONALD REAGAN E -ONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 vww.abdesigngroup.cor AA #: 0003325 ti W ct7 O W ~ tu 4 A p (y z 0 � Z O 4 zq Z O lu W A � � Q r Cr m m SUBDIV. & IAT: TUSCA SOUTH LOT #2016 PROJECT# 2108.009 MODEL: "2720 GARAGE SWING: LEFT PAGE: 2ND FLOOR ELECTRICAL PLAN ARCHITECT= TE OF FLOF C�C o 1 toil - JAM CA LL A, NO 12079 t t `I 12/01/11 SCALE: 1 /4"=1' - 0" LEGEND ® SUPPLY AIR Dir -FUSER RETURN AIR GRILL ® SIDE-WALL OR I WAY DIFFUSER SOLID LINE= SUPPLY TRUNK BROKEN LINE= RETURN TRUNK BALANCING DAMPER OR OBD CEILING EXHAUST FAN O/A OUTSIDE AIR 0 THERMOSTAT N PASS THROUGH AIR GRILL PT ® VERTICAL CHASE A/C SECURE STRAP TO UNITSIMPSON WS LONG. W/ (2)-3/leo"X2" ROLL STRAP TAP -CONS �, OR EQUAL PLA SECURE STRAP TO CONG. SLAB UNIT W/ (2) 08x1 1/4 BHT MTL SCREWS ,4/C CONNECTION TO F,41D D E 7,4 I L � Ic NOTE: ALL HVAC TO HAVE PROPER PANS W/DRAIN5 ATTIC CEILING 00T y PLENUM— AIR AIR aufrLY "TU}t EXTERIOR WALL AIR I HANDLER SUCTION AND LIQUID REFRIGERANT LINES Aux. Drain Line EVAP.TRAY 3/4" PVC CONDENSATE DRAIN LINE RETURN —REFRIGERANT LINES TO CONDENSING UNIT — TRAP DRAIN LINE AND TERMINATE IN A APROVED DRAIN, AS PER FLORIDA MECHANICAL BLDG. CODE 2001, 301.2.1.1 HVAC NOTF& I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIRMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED A5 PER 2001 FLORIDA MECHANICAL BLDG. CODE SECTION 603 3. ALL FLEX DUCTS SHALL 5E APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA SOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT 5E LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL 13E CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER 2001 FLORIDA MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO 2001 FLORIDA MECHANICAL CODE 603.1 i. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR 5ATHING FIXTURES SHALL 13E MECHANICALLY VENTED IN ACCORDANCE WITH 200-1 FLORIDA MECHANICAL CODE SECTION 403 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL. DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND 2001 FLORIDA MECHANICAL CODE SECTION 607 10. GRILLS AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH P5F BOOSTER FAN OR EQUAL. L FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. FIRST FLOOR MECHANICAL PLAN SECOND FLOOR MECHANICAL PLAN PROGRESSIVE AIR A R C H IT E C TS Design Group,nc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SUIBDIV. & LOT: TUS C A SOUTH LOT #2016 I ROJECT# 2108.000 MODEL. "2720" GAItAGE SWING: LEFT PACE: FIRS T & ECOND FLOG EC HANK AL PLANS ARCHITECT= STATE OF FLORIDA [frl 01 mum IA-0 `m D • 12 01 11 S 1/4" SHEET 10 W O w [zj w Q J nOn// A U ? W q m @ cl ti N SUIBDIV. & LOT: TUS C A SOUTH LOT #2016 I ROJECT# 2108.000 MODEL. "2720" GAItAGE SWING: LEFT PACE: FIRS T & ECOND FLOG EC HANK AL PLANS ARCHITECT= STATE OF FLORIDA [frl 01 mum IA-0 `m D • 12 01 11 S 1/4" SHEET 10 DR HORTON HOMES MODEL: 2720 i. GARAGE RIGHT SUBDIVISION: Designer: H Nottbohm This is an original design and must Printed: 03/07/11 MARCH 2010 LOT BLOCK: PG _ of _ not be released or copied unless FEBRUARY 2011 Designer: P. Nottbohm DOOR STYLE: ................ applicable fee has been paid or job order MARCH 2011 CABINET 140" placed. L = 21 BX conditions. 38"----�'A4" not be released or copied unless PARTS: r -- �i�� i. ."i. -----------______ ______ ____ __. __.__... _.__r....___._.__.__. ...................... - _ _ .. ._.. ., .m ___ ----------- �� is n i_ ------------------ ui5 rti , 1 - UF3 WD (REF) x 1T fill > Nin ~p order placed. void N W3636 W3636 W3636 4 - UF342 P i`---�DWR3--------- ,: Scale: 0 1/2" 1' a LJF642 I� 3-UF6P MARCH 2010 OWNERS BATH - SUBDIVISION: UF6' B42 B42 �O LOT BLOCK: MARCH 2011 CABINET cD LAYOUT 1 - DWR3 w 1 - BCF27 �,�, , a n^� ` ....................... , 3 - BTK8 PRT Z 3 - UM8 BLD n 1 - UF3P 36" UPPERS r;LO1 - FL36 (VOIDS) *** NO TILT -OUTS 5-CM8BLD f�-•. FEE IT NO SLIDE -OUTS �� , to *** CROWN = STANDARD � = CEILING HGT 8'- 8" , Cq 60 11 U 56" 150" wall continues All dimensions -size designations given are subj ect to verification on job site and adjustment to fit job conditions. fffrtrtrtrtrtrtrtff WWWW*fffff*fffrtrt#fffWf 2720 Designed: 03/07/11 i. All dimensions -size designations TIMBERLAKE Designer: H Nottbohm This is an original design and must Printed: 03/07/11 --------------------- p O WD E R BATH cs�j7 not be released or copied unless TI j �„ Designer: P. Nottbohm DOOR STYLE: ................ applicable fee has been paid or job order CABINET LAYOUT- AYOUT placed. L = 21 BX conditions. Il! not be released or copied unless PARTS: N a a 1 - UF3 WD (REF) x w > Nin 1-UF3 P order placed. w C>'-4 4 - UF342 P i`---�DWR3--------- ,: Scale: 0 1/2" 1' GARAGE RIGHT I� 3-UF6P MARCH 2010 OWNERS BATH SUBDIVISION: ° 11 1 - UF642 P LOT BLOCK: MARCH 2011 CABINET LAYOUT 1 - DWR3 w 1 - BCF27 n^� ` 3 - BTK8 PRT Z 3 - UM8 BLD n 1 - UF3P r;LO1 - FL36 (VOIDS) 5-CM8BLD FEE IT 0 �� , � , Cq O ........... JM'i w; B18L n A u � Not UP342 ID - 15" PANTRY BY BUII ' ;fill void' W3036 W3924 X 24 DP STAGGER C 96" 11 U 56" 150" wall continues All dimensions -size designations given are subj ect to verification on job site and adjustment to fit job conditions. fffrtrtrtrtrtrtrtff WWWW*fffff*fffrtrt#fffWf 2720 Designed: 03/07/11 All dimensions -size designations TIMBERLAKE Designer: H Nottbohm This is an original design and must Printed: 03/07/11 p O WD E R BATH cs�j7 not be released or copied unless TI j �„ Designer: P. Nottbohm Printed: 03/07/11 applicable fee has been paid or job order CABINET LAYOUT- AYOUT placed. 2720 KITCHEN 36 OR (03-07-11) FLOORPLAN I Drawing #: 1 1 Scale : 0 1/2" � 1' DR HORTON HOMES KITCHEN CABINET SUBDIVISION: LAYOUT LOT BLOCK: VSB3 MODEL: 2720 PG_of_ DR HORTON HOMES SUBDIVISION: LOT BLOCK: 68" MODEL: 2720 PG of fl OPT. h��1 LAV. VSB6034H OWNER'S BATH Il ii� DOOR STYLE:� L=1BX' PARTS: 2-UF6' 1 - BTK8 PRT 1 - UM8 BLD GARAGE RIGHT MARCH 2010 FEBRUARY 2011 MARCH 2011 *** POWDER BATH USES A PEDESTAL LAV *** DOOR STYLE: L=1BX BATH 2 PARTS: 1 - UF3 P 1 - UM8 BLD 1 - BTK8 PRT All dimensions _size designations given are subject to verification on job site and adjustment to fit job conditions. 2720 BATHS -OPTIONS OR 142" frtrtrtrtrtrtffffffffffffffrtfrtrtrtrtrtfffrtlf Designed: 03/07/11 Designer: P. Nottbohm Printed: 03/07/11 This is an original design and must not be released or copied unless applicable fee has been paid or job order placed. FLOORPLAN I Drawing #: 1 Scale: 0 1/2" = F DOOR STYLE: BASE PARTS: 1 - BTK8 P 1 - UM8 BLD L=2BX UPPER PARTS OVER BASE: 1 - UM8 BLD L=2BX UPPER PARTS OVER W / D: 1 - UF3 P 1 - UM8 BLD L=2BX ON 0 OPT. LAUNDRY ROOM CABINET LAYOUT MODEL: 2720 GARAGE RIGHT MARCH 2010 PG _ of _ FEBRUARY 2011 MARCH 2011 OPT LAUNDRY BASE OPT LAUNDRY UPPERS OVER BASE OPT LAUNDRY UPPERS OVER W/D ,-12"4 k 100" I All dimensions -size designations given are subject to verification on job site and adjustment to fit job conditions. 2720 BATHS -OPTIONS OR (03-07-1 rtf*rtrtrtfffitffffff#rtrtffrtffrtrtrtfffff♦ Designed: 03/07/11 Designer: P. Nottbohm Printed: 03/07/11 This is an original design and must not be released or copied unless applicable fee has been paid or job order placed. FLOORPLAN I Drawing ft: 1 Scale: 0 1/2" — V A R C H IT E C TS Design �rOU Inc. L441 IN. KU NHLU KLAUA N 15LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 All dimensions -size designations TIMBERLAKE ********************************** Designed: 03/07/11 W cs�j7 given are subject to verification on TI j �„ Designer: P. Nottbohm Printed: 03/07/11 job site and adjustment to fit job E This is an original design and must conditions. Il! not be released or copied unless N a applicable fee has been paid or job w > order placed. w 2720 BATHS OPTIONS OR (03-07-11) FLOORPLAN Drawing f!: 1 Scale: 0 1/2" 1' GARAGE RIGHT I� DR HORTON HOMES MARCH 2010 OWNERS BATH SUBDIVISION: ° 11 LOT BLOCK: MARCH 2011 CABINET LAYOUT *** POWDER BATH USES A PEDESTAL LAV *** DOOR STYLE: L=1BX BATH 2 PARTS: 1 - UF3 P 1 - UM8 BLD 1 - BTK8 PRT All dimensions _size designations given are subject to verification on job site and adjustment to fit job conditions. 2720 BATHS -OPTIONS OR 142" frtrtrtrtrtrtffffffffffffffrtfrtrtrtrtrtfffrtlf Designed: 03/07/11 Designer: P. Nottbohm Printed: 03/07/11 This is an original design and must not be released or copied unless applicable fee has been paid or job order placed. FLOORPLAN I Drawing #: 1 Scale: 0 1/2" = F DOOR STYLE: BASE PARTS: 1 - BTK8 P 1 - UM8 BLD L=2BX UPPER PARTS OVER BASE: 1 - UM8 BLD L=2BX UPPER PARTS OVER W / D: 1 - UF3 P 1 - UM8 BLD L=2BX ON 0 OPT. LAUNDRY ROOM CABINET LAYOUT MODEL: 2720 GARAGE RIGHT MARCH 2010 PG _ of _ FEBRUARY 2011 MARCH 2011 OPT LAUNDRY BASE OPT LAUNDRY UPPERS OVER BASE OPT LAUNDRY UPPERS OVER W/D ,-12"4 k 100" I All dimensions -size designations given are subject to verification on job site and adjustment to fit job conditions. 2720 BATHS -OPTIONS OR (03-07-1 rtf*rtrtrtfffitffffff#rtrtffrtffrtrtrtfffff♦ Designed: 03/07/11 Designer: P. Nottbohm Printed: 03/07/11 This is an original design and must not be released or copied unless applicable fee has been paid or job order placed. FLOORPLAN I Drawing ft: 1 Scale: 0 1/2" — V A R C H IT E C TS Design �rOU Inc. L441 IN. KU NHLU KLAUA N 15LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA SOUTH LOT #2016 PROJECT# 2108.009 MODEL• "2720" GARAGE SWING: LEFT PAGE: CABINET LAYOUTS ARCHITECT STATE OF FLORIDA -- 041ioll NO A 12/01/11 ALE: 1 /4" =1' — 0" SHEET I 1 a 21 ge W cs�j7 N w > w I� Q w Z 0 � � � O A u � 61 0 SUBDIV. & LOT: TUSCA SOUTH LOT #2016 PROJECT# 2108.009 MODEL• "2720" GARAGE SWING: LEFT PAGE: CABINET LAYOUTS ARCHITECT STATE OF FLORIDA -- 041ioll NO A 12/01/11 ALE: 1 /4" =1' — 0" SHEET I 1 a 21 ge (1) +S REBAR VERTICALLY W/ CONC. POUR CELL TEXTURED FINISH TEXTURED FINISH R-4? INSULATION R-11 NSULATION MIN. R-11 IN5ULATION MIN. STUDS Ib' O.C. MAX STUDS 16' O.G. MAX TEXTURED FNISH r'4 8' CMU SECURE Bt. PLATE TO BLK W/ ' SECURE BT. PLATE t0 SLAB W/ R, GYP. WL. BD. IT. 1/2' GYP. WL. BD. �. 1/2' GYP. WL. SD. ANCHOR HOLT W/ Z' WASHER SET IN 6IMP80N HIGH STRENGTH EPDXY R' ANCHOR 80Lt W/ ?' WASHER SET IN SIMP80N HIGH STRENGTH EPDXY 7' SECURE HPLATE TO SLAB W/ 10d CUT NAILS/ MASONRY NAIL 32' O.C. WOOD BASE ECURE Bt. PLATE TO BLK W/ �' WOOD EASE L WOOD EMBED. MIN. 32' OC MAX EMBED. MIN. 3Z OC MAX. MAX ANCHOR BOLT W/ ? WASHER SET IN SECURE BT. PLATE TO SLK W/' ANCHOR BOLT W/ 2' WASHER SET N io $ASE O I r ;° SIMPSON HIGH STRENGTH EPDXY t' EMBED. MIN. a 32' Or, MAX. i � SIMPSON HIGH STRENGTH EPDXY t' O O EMBED. MIN a 32' OC MAX. U W • ONIC., REINF. W/ b'xb' '90 WI1M OR IEBH ON b -MIL POLY ° 4' CONC., REINF. W/ b'xb' X10 WILP1 OR FIHEWESH ON b -MIL POLY • • 4' GONG REINF. W/ b'xb' WW1 OR FIBERMESH ON b -MIL POLY ° 4' GONG RFNF. W/ b'xb' X10 WUM OR ° < • • ' ' c1 e. ' 4 CONC, REINF. W/ b xb N0 W.LM ORYL>=NE d' di4 �p • + .4' CONG, REINF. W/ b'xb' N0 WWM OR VAPOR BARRIER ON _N 11L -COMPACTED CLEAN TERMITE E74 ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITEO N TERMITE ETHYLENE VAPOR BARRIER ON `CLEAN TERMITE FIISERMEBH ON b -MIL POLY ETHYLENE VAPOR BARRIER ON - Ff$ERMESH ON b -MIL POLY �+ ETHYLENE VAPOR BARRIER ON ,FF! F15ERMEW ON 6-MtL POLY • ..• . • ETHYLENE VAPOR BARRIER ON ATMENT SHALL BE BORA-CARE TREATFMENt SHALL BE M 4' 8' 4` VWELL-COMPACTED ,�� ,�_0. TREATEMENt SHALL BE BORA-CARE WELL-CGMPACTED CLEAN TERMITE i: SHALL BE BORA-CAR')= WELL -COMPACTED CLEAN TERMITE TRFATFMENT SHALL BE F30RA-CARE °d' WELL -COMPACTED CLEANTERMITE TRFATEMENT SHALL ,_ , (2)'S REBAR ON CHAIRS 1 ¢ (3) ob REAAR ON CHAIRS u 4,S,4,7RFATFMENT •S IV BE 50RA-CARE �OB REBAR ON CHAIRS I'-4' (2) RE15AR ON CHAIRS 4' S' 4' u 4' b' b' 4' (3) +"? REBAR ON CHAIRS �+ 1'-4' (2) 03 REBAR ON CHAIRS 1 -STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING 1 -STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING 1 W BLOCK WALL SCALE: 1R`.,'•0' 2 AT L.B.W. W UPLIFT SCALES 1/2`.1'.0' 2 AT L.B. W. W NO --UPLIFT 2 B AT LW-1jr 3 W FRAME WALL W FRAME WALL SCALE: 1/2 -I m' .r -®' SCALE: t/?'=i'-m` 3 A SCALE: 1/2'•1'-r?J" (1) 45 REBAR VERTICALLY W/ CONC. POUR CELL (1) 5 REBAR VERTICALLY � • 41 z W/ CONC. POUR CELL 4'C ONIC., RHINE. W/ b'xb' •10 WW 1 OR STUDS 1b' O.C. MAX O 8' CMU �u FISERMEEH ON 6 -MIL POLY 4' 6 IR' � HEAD OF GARAGE 9 V2` 0 HEAD OF GARAGE Z B' CMU Z CURB HEIGHT VARIES E ETHYLENE VAPOR BARRIER R in g� W�EL�Lq-COgMPAGNTALDLCLEAN TERMITE VARIES WITH SLOPE SECURE 6T. PLATE TO SLAB lj' VARIES WITH SLOPE Ll -i I a 4' CO 4'CONC., REINF. W/ b'xb' •I(A UlIl1M OR ' T!1) T1 FAR ON 6AIRS ORA -CAS W/ y� ANCHOR BOLT W/ ?' WASHER SET IN SECURE BT. PLATE t0 SLAB Wl �' ANCHOR BOLT W/ 2' WASHER SET IN "IESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON THICKEN EDGE SIMPSON HIGH STRENGTH EPDXY t` Q EMBED. MIN. A 32' OC MAX. SIMP80N HIGH STRENGTH EPDXY l' N EMBED. MIN. 32' OC MAX. EXTENDED 5LA13 11/2' CURB HEIGHT VARIES 1/2' RECESS FOR SERVICE DR ifl CURB HEIGHT VARIES (p WELL -COMPACTED CLEAN TERMITE t1�ATFMENT SHALL BE BORA-CARE A / • • 4' GONG, RENF. W/ b'xb' X10 UAU 1 OR LZ FIBERME8H ON 6 -MIL POLY • • •o • 4' CONC, RENF. W/ b'xb' fl0 W0.M OR ON b -MIL POLY OC 7q + •• 4' CONC, REINF. W/ b'xb' $10 WUM OR _ ' ° FIBERMEBN ON 6 -MIL POLY ..a cD • . 4' CONC, REINF. W/ b'xb` h0 WWP1 OR FIBERMESH ON 6 -MIL POLY (3) •3 REBAR ON CHAIRS e •' 4e C M d F � ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE Z ETHYLENE ETHYLENE YA TE BARRIER ON WELL -COMPACTED CLEAN TERMITE • •': ETHYLENE VAPOR BARRIER ON e' .. +'. • ETHYLENE VAPOR BARRIER ON • ' 4' CONIC, W/ b'xb` Wll1 OR .n 4 S 4 4-TREATEMFNT SHALL BE BORA-CARE m 4' b' b' 4' TREATEMENT SHALL $E $ORA -CARE u DELL -COMPACTED CLEAN TERMITE TREATFMFNT SHALL BE BORA-CARE ° DELL-CGMPAGTED GLEAN TERMITE TRPATEMENT SHALL BE BORA-CARE FIBERMESH ON 6 -MIL POLY H ON .Y 4' d4- ETHYLENE VAPOR BARRIER ON 1 -4' !Z) +!5 REBAR ON CHAIRS , 1 -S (3) 5 REBAR ON CHAIRS � !Z) +4! R1=BAR ON CHAIRS L � 4' S' d !2)+3 REBAR ON CHAIRS 4' b' b' 4' WELL -COMPACTED CLEAN TERMITE ti m ;� u I'-4' TREATEMENT SHALL BE SORA -CARE GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP SLAB AT GARAGE 1 -STORY FOOTING 2 -STORY FOOTING NON-BEARING scALs: iR`.r-�' 1 -STORY L.B.W. scALE: IR'=r-a�' 6A 2 -STORY L.B.W. SCALE: 1/2"=I'-0' ►� SERVICE DOOR '•'- 8 �&�nGE - A AT GARSCALE: 1/2 ■ 1 -fd (1) aS REBAR VERTICALLY W/ CONC. POUR CELL R-41 INSULATION TEXTURED FINISH 0- q S' CMU RECESS FOR ly -�' GARAGE DOOR iv 1 OaC 1/2' GYP. WL. BD. It ,� 1 1 $ WOOD BA8E O GRADE • . • 'T�4' CONIC., R81NF. W/ b'xb' 10 W1M OR • Fft'.SERMESH ON b -MIL POLY E86 b' S .D. TRA FOR Sfa.D. TRACK FINISH FLOOR 4'CONC. RENF. W/ b'xb' •10 UJUa I OR FIBFRMFBH ON b -MIL POLY p_0� ETHYLENE VAPOR BARRIER ON K74 i' , •. � e0 4 CONIC, REINF. W/ b'xb' 10 ULM OR I • FfBERMESH ON 6 POLY ETHYLENE VAPOR BARRIER ON w _' -MIL WELL -COMPACTED CLEAN TERMITE 14' TREATEMENT SHALL !3E SORA -CA} e q • e WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE . Q ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE m S' S •e : M ° 1 '' (1) 5 REBAR ON CHAIRS TREATEMENT SHALL BE BORA -CARE '5 REBAR ON CHAIRS ° ^ • e e • • L (3) 43 REBAR ON CHAIRS y, 2 -STORY FOOTING 9 CONCRETE PAD AL : 1R'•,'_m' SLAB AT S.G.D. 10 BGALE: I'•1'_0' 11 GARAGE DOOR I FOOTING 12 NOT USED 13 W BLOCK WALL NOT USED 14 SCALE: ,�'., -m" ,1 CAULK AND SEAL GAS LINE 1;' PvC SLEEVE FOR GAS LINE 8' CMU POURED LINTEL CONT. ITYPJ 1R' DRYWALL GROUTED BOND BEAM '•'', B' CMU FILLED CELL (MPJ H WOOD BASE 0 -0` FIN. FLR. '•' TIE VERTICAL REBAR VARIES PER ELEV. ?X WALL FRAMING . . , e. . • • ' ,' •• ! ' • ; a' :a• .• ;• • TO HORIZATIONAL REBAR W/ B' HOOK ' ' ERTICALNAL AR !4) J$'Xt' ANCHOR BOLTS or (4)�t'Xt' • :♦; •.' ; •� e a : d GROUTED BOND BEAM .. To HTIE s 4• • RESAR W/ S' HOOK J -BOLTS MIN. $' EMBEDMENT W/ 2'X2'Xt/8` WASHER AND NUT SPACED EVENLY FROM FLOOR t0 BOND BEAM. SFT N JOINTSA. ' •' e e + ° e VARIER PER ELEv. •' VARIES PER ELEV. PRIOR TO FILLING. (SLEEVED ANCHOR N " d a e •'— ♦: 'e • SOLID POUR ACCEPTABLE RETROFIT) �' a F • ' e i f GROUTED BOND BEAM PVC CHASE THRI.I FOOTING ;' • EXT. /INT. FRAME WALL TO F BLOCK WALL CONNECTION GAS LINE THRU BLOCK !2) 5 RESAR ON CHAIRS 2 -STORY d !3) 03 RESAR ON CHAIRS (1) $FEBAR VERTICALLY W/ CONC. POUR CELL e R-42 INSULATION S' CMU I/2' GYP. WL. BD. a WOOD BABE • �• n 4' CONC, RENF. W/ b'xb' N0 U1M OR CLEANOUT REQUIRED •' FOR INSPECTION °' CLEANOUT REQUIRED s. FOR INSPECTION d •° FISERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE E • • a' ' -' TREATED FILL ♦ : (I) +3 REBAR SET IN 81MP80N HIGH : •'� °• STREAIGTH EPDXY t' FMM0. MIN I¢ (2) •3 REBAR a I-StORY I 0'-D' FIN. FLR. °' • 0'-0' FN. FLR. i • (3) 5 RESAR �+ 2 -STORY (I) 15 VERT. DOWEL • •ee A • ' •' ° .. :' , TIE VERTICAL REBAR Q °, e • i . , TIF VERTICAL RFBAR •� r�f��,--`� ° e '. 's' OUTSIDE REBAR t0 BE LAPPED W/ BOND SEAM ro b' PVC CHASE THRU FOOTING , . ' d :' a " t0 HORIZATIONAL ' . ' d '� 3 TO HORIZAtIONAL °' • • '��+ �•, r CONTINUOUS _ (1) 03 REBAR AT CORNERS W/ 25' MIN. = e .°.' �' REBAR W/ B' HOOK d' •T� ,' �y,� ' • . ' 'e.e' REBAR W/ 8 HOOK ; ° •' " 4' W/ ° e 1 - - -' . ♦ LAP d • + ° • a 4 CONC, RENF. b'xb' MO WWM OR •° •°" d it , a FIBERMESH ON 6 -MIL POLY ° e i= 1-8TORY 14'[ [4't E i • ETHYLENE VAPOR BARRIER ON e • • WELL -COMPACTED CLEAN tFRMITE �� a d r.,, 8 (?) 5 REBAR ON CHAIRS iR u M U in 0 TREATEMENT SHALL SE SORA -CARE ° • 2-6TORY 1 _4" (3) 5 REBAR ON CHAIRS Z'-1' MIN. LAP PIPE THROUGH HORIZONTAL/VERTICAL TYP. RETROFIT FOR TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL REINFORCING AT A OMITTED DOWELS SCALE: IR`=1'-0' B REBAR LAP AT FOOTINGC BGALE: IR'=I'-0' AT LINTEL CORNERS SCAL1=: IR'=1'-O' D W BLOCK WALL raGALE: IR'.I'-0' E REINFORCING SCALE. IR'=1'-0' v BEARING CHANGE SCALES 12'=1'-0' ALL ]EXT'ERIO R IF 0 T']ERS AT F'I�TIS ]HC LAB' S TO 13E MILT. 12" BELOW Ul] _DIS TTJRBE]D SOIL A R C H IT E C T S Design roup ,nc. 1 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w U W w �. Qn F� Q z O A �l A ti SUBDIV. & LOT: TUSCA SOUTH LOT #2016 PROJECT# 2108.009 MODEL.: w „2"720, GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT - STATE OF FLORIDA PRINT DATE: 12 01 11 SCALE: 1/4"=1'—O" SKEET D 1 OF� PANEL ANCHOR SEALANT _ Ill D 0 SEALANT TNE 3/8"-EXP14NSION STRIP-- FREE TRIP FREE OF MORTAR PANEL ANCHOR 11 1/4" EXP. BOLT a TWO PER ANCHOR 0 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/S" EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO 5E 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 e EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL 5UT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2)1-1/4' 5-4 HEX WASHER HEAD WITH ANTI -CORROSIVE COATING TIGHT TO SEND OF ANCHOR AND END OF SLOTTED HOLE TYPE S OR N MORTAR 1/4" MIN. 1/2' MAX. PANEL RE INFORC ING MORTAR ASPHALT EMULSION O� 1-3/4" X 20 GAUGE X 24' ,LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL SECURE 2x6 MIN. TO BLK W/ (2) V I HEAD LENGTH ANCHOR BOLT W/ 2' WASHER SET TENSILE STR 8d IN SIMPSON HIGH STRENGTH 11/5' .113 EPDXY 4' EMBED. 2X4 SECURED TO ROUGH OPENING UP TO B' -D' GABLE END 10d ROUNDrODIFIED W/(2)12d*EA. UPRIGHT .128 1-70000 2X4 SECURED TO p D GABLE: ENG W/(2)126 a El SECURE 2x4 ON V FLAT t0 SLK �o W/ GUT NAILS. z W w © po GABLE BLOCKING SIDES. TR 2X6 GARAGE DOOR BUCK W/ (3) d 2x4 BLOCKING VXV J -BOLTS 4' EMBEDMENT MIN. 44 EA. RAFTER W/ 2'X2'XYe WASHER AND NUT L-30 EA. SPACED EVENLY FROM FLOOR TO RAFTER GARAGE DOOR HDR. IN JOINTS H2B EA. PRIOR TO FILLING. RAFTER 1-2X6 PT BLOCK Q CENTER OF ?x4 RAFTER DOOR HEADER W/(1) VXS' J -BOLTS 24' O.G. 4' EMBEDMENT W/ 2'X2 "XYZ' WASHER 0 U AND NUT 2x4 FRAMING E p (TYP) GARAGE DOOR 3 BUCK ATTACHMENT SCALE: DI/2' • 1' -td' 8 NOT USED FRAMED OVERHANG 2X4 DBL TOP PLATE `— 2x4 METAL STUD 24' O.G. 1/2" DRY WALL 2X4 16' O.G. MAX 2X4 PT. BT. PLATE MIN. I' EMBEDMENT 2' DIA. WASHER `yrs 32' D.G. MAX 05 REBAR CONT. :DWOOD FRAME TO BLK. qSCALE: 1/2' =1' -0' SPARK ARREST T-4 In' PER MANUFACTURER 1X2 PT. TOP OF BOX — DBL. TOP PLATE 2x4 STUD II II ti I� I TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON 0.5.8. SHEATHING OR ;" COX PLYWOOD PRE. ENG. TRUSS � A PLAN VIEW SCALE: 1/2' • 1'-0' SIMPSON H-5 (MIN -) A 2X4 TO TRUSS PRE. ENG. TRUSS SP4 OR H-5 TOP PLATE t0 STUDS 2'-0" ABV. 10'-0' LEVEL TO ROOF /OR 2'-0' ABv. HIGHEST RIDGE WITHIN 10'-0' 2A SIMPSON H-5 (MIN.) a 2X4 TO TRUSS 1 CHIMNEY DETAILS PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS 16' D.C. MAX SIMPSON LSTA-12 EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS -9 ib" O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN j' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY a A TIME. USE 126 NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SP4 OR H5 a TOP AND BOTTOM PLATE$ 0 EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND CI ice+ 11XIM TYP. EXTERIOR WINDOW/ 5 DOOR OPENING WD FRAMED SCALE: 1/2"• 1'-(a" NAILINC3i SCHEC )UL_E ROOF DIAPHRAGM USE 1/16' O.S$, OR 1/2' COX PLY WITH 08 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT b'O.C. At INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE °8 GUN NAIL$ d 4' O.C. EXTERIOR SHEATHING USE 7/16' O.S.B. OR 1/2" PLY WITH 08 RING SHANK GUN NAILS At 6" O.C. AT PANEL 31DE5 AND 05 RING SHANK GUN NAILS 4" O.C. TOP 4 BOTTOM PANEL AND »8 RING SPANK 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. NAIL REQUIfREMENTB SIZE I HEAD LENGTH DIA. TENSILE STR 8d ROUND MODIFIED 11/5' .113 110000 OR T ROUGH OPENING UP TO B' -D' 10d ROUNDrODIFIED 21/8' .128 1-70000 OR T a �\ TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING ° SPACES AT EACH END. in NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL 4 TOOL ASSOCIATION 1. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING y 2 RING DIAMETER OF 0.012 OVER SHANK DIAMETER �o 3. 1(p TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER � 5. 2 INCH NAIL LENGTH p 0 g, ROOF SHE74THING LA**l"OUT AND ENE';)WALL 5RAC's INCA BUILDING LENGTH FOR G 45LE END FR AM ING4 SECURE 2x TO BLOCK W/ (2) �&" TAI -CONS OR DRIVE PIN (MIN SPANK SIZE .145) IMIN EMBED. I J') WITHIN 8' OF EACH END AND 18' O.C. MAX g*�, SPACING. O.S.D. SHEATHING OR-**' CDX PLYWOOD 2x4 BLOCKS �'-- CMU WALL 6 ARCH WINDOW FRAME A SECTION SCALE: I/?' • 1'-0' NOTE: : TYP. EXT. 5PEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (0.5.8. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT's OPENINGS #8 RING SHANK GUN NAILS m 4'0.0 TOP 4 BOTTOM EDGES PRECAST L 1 ROUGH OPENING UP TO B' -D' . . . . . . . . . _ . C4 - iA 0 Lu a V �o PRECAST SILL z W w a .. d � D O TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING ° SPACES AT EACH END. in NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL 4 TOOL ASSOCIATION 1. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING y 2 RING DIAMETER OF 0.012 OVER SHANK DIAMETER �o 3. 1(p TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER � 5. 2 INCH NAIL LENGTH p 0 g, ROOF SHE74THING LA**l"OUT AND ENE';)WALL 5RAC's INCA BUILDING LENGTH FOR G 45LE END FR AM ING4 SECURE 2x TO BLOCK W/ (2) �&" TAI -CONS OR DRIVE PIN (MIN SPANK SIZE .145) IMIN EMBED. I J') WITHIN 8' OF EACH END AND 18' O.C. MAX g*�, SPACING. O.S.D. SHEATHING OR-**' CDX PLYWOOD 2x4 BLOCKS �'-- CMU WALL 6 ARCH WINDOW FRAME A SECTION SCALE: I/?' • 1'-0' NOTE: : TYP. EXT. 5PEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (0.5.8. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT's OPENINGS #8 RING SHANK GUN NAILS m 4'0.0 TOP 4 BOTTOM EDGES W 1 J xa . . . . . . . . . _ . C4 Lu V �o z W w a 0 PRE TRUE MTS - 1/16" 2X4 BTM. PLA' MTS - 32" C TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. 1/16' 05.8. 1/2' A.B. W/ MIN. I' EMBEDMENT LOCATE 6'-S' FROM ENDS AND 32' O.G. MAX. TEXTURED FINISH META -16 8" CMU WALL KNEE WALL DETAIL 2TO BLOCK SCALE: 1/2' • 1'-0' 2X4X4' SECURE TO TRUSS W/ 3-12t 6'-8' O.G. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-126 SECURE TO BLK W/ META -16 2'- 0" EXT] SCALE: S RING SHANK GUN NAILS +� 6' O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) °8 2' DECK SCREWS a 6'-8' O.G. MAX A EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED 'SPANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T 4 SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE-ENG.TRUSS DBL. 2X TOP PLATE 1/16' O.S.B. 2X BLOCKING a TOP OF -1/16" 0.3.8. 2X STUDS 16" O.C. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRU55 m 2X4 a TOP 4 BOTTOM CONT. HETA-16 BLK. WALL Qj CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. W/ 1/4' GAP FROM BLK. TO O.S.B. Q HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF 0.5.B. TO PROVIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING m TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW 0 INSTALL ALL 3PEET5 W/FACE GRAIN PARALLEL TO STUDS 11 EXT' WALL SHEATHING SCALE: 1/2'.V-0, A R C H I T E C TS Design GroupInc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 sul3niV. & 7AT: TUSCA S 0 UTH LUT #2016 PROJECT# 2108.000 MODEL - »2720" GARAGE SWING: LEFT PACE: misc. DETAILS ARCHITECT - STATE OF FLORIDA fto � T 12/01/11 SCAT .E: 1/4"=1'-0" SHEET D 2 Oir�2 2 W 1 C4 V W w .. d � D O � V q 0 U w 0, ti 4 � sul3niV. & 7AT: TUSCA S 0 UTH LUT #2016 PROJECT# 2108.000 MODEL - »2720" GARAGE SWING: LEFT PACE: misc. DETAILS ARCHITECT - STATE OF FLORIDA fto � T 12/01/11 SCAT .E: 1/4"=1'-0" SHEET D 2 Oir�2 2 FISEIRGLASS SHINGLES 2x4 BLOCKING 5ETWEEN2x4 BLOCKING BETWEEN OYER X15 FELT PAPER ON FIBERGLASS SHINGLES TRUSSES AT FIRST TWO SAYS TRUSSES AT FIRST TWO BAYS OVER 015 FELT PAPER ON 4'-0" O.G. CAT SHEATHING " 0.5.8. SHEATHING OR 4'-0" O.C. (AT SHEATHING CDX PLYWOOD SECURED I� O.S.B. SHEATHING OR SEAMS) PER NAILING SCHEDULE SEAMS) CDX PLYWOOD SECURED PRE -ENG GASLE TRUSS PRE -ENG GABLE TRUSS PER NAILING SCHEDULE P.T. 1x2 W/ MTL. DRIP EDGE 2x4 NAILER MTL- DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2) FISEIRGLASS SHINGLES 2x4 5U5-5AND126's a EACH TRUSS CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND TO BE INSTALLED e MID. POINT OF OYER 015 FELT PAPER ON ALUM. SOFFIT W/ (2)126's s EACH TRUSS " O O INSTALLED a MID. ALUM. SOFFIT TRUSS SPAN, OR 10 -0 O.G. MAX. r O.S.B. SHEATHING R STIFF5ACK AT ALL UPRIGHTS T SE CDX PLYWOOD SECURED OVER 4'-1>a" HIGH (SEE POINT OF TRUSS SPAN, Off? STIFFBACK AT ALL SEE ENERGY CODE FORMS PER NAILING SCHEDULE SEALED ENG. FOR SIZE 4 10'-0" O.G. MAX. UPRIGHTS OVER 4' -lm" FOR INSULATION R -VALUES. CONDITION.) NIGH ISEE SEALED ENG. �" GYPSUM BOARD OR SEE ENERGY CODE FORMS FOR SIZE 4 CONDITION.) HIGH STRENGTH CLCD. PRE -ENG TRUSS SEE ENERGY CODE FORMS O.5.5. SHEATHING OR FOR INSULATION R -VALUES. FOR INSULATION R -VALUES. CDX PLYWOOD. ATTACHED" " 0.5.3. SHEAtHING OR BOARD MTL. DRIP EDGE a" GYPSUM BOARD 0R" HIGH PER NAILING SCHEDULE ON GYPSUM BOARD OR CDX PLYWOOD. ATTACHED 2x4 NAILER HIGH STRENGTH CLG. PER NAILING STRENGTH CLC. BOARD SHEEt D5 CA SCHEDULE ON 2x4 2x4 SUB -BAND +. BOARD SHEET D5 a 24" O.C. INTERIOR KNEE WALL • ° ON. FILLED LINTEL BLK -� .: VENTED ALUM. SOFFIT CG/8�� THICK, 3 COAT CEMENT CONC. LINTEL BLK 'j$" THICK, 3 COAT CEMENT CONC. FILLED LINTEL 5LK # D W1 (1) 5 REBAR CONTINUOUS PLASTER OVER GRADE W/ (1) 5 RESAR CONTINUOUS PRECAST LINTEL "D" FELT PAPER BACK PLASTER OVER GRADE W/ (I) *5REBAR CONTINUOUS STRAP VERIFY W/ R-4.2 BATT. INSUL. "D" FELT PAPER SACGK EMBED. R METAL LATH OVER METAL LATH OVER TRU55 PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE "D FELT �— WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS 2"THICK, 2 GOAT CEMENT PER MANUFACTURES PAPER PER MANUFACTURES P'a`PE�` PECIFIICATIONS RES PLASTER APPLIED SPECIFICATIONS WEEP SCREED SPECIFICATIONS WEEP SCREED DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) —PRECAST SILL C1) a5 IREBAR VERTICALLY SECURE GABLE TO 2x6 P.T. CU #5 RI=BAR VERTICALLY SECURE GABLE TO 2x(o P.T. (1) 115 RESAiR VERTICALLY W/ CONI. POUR CELL PLATE W/ 126 s S O.G. MAX CONC. PLATE W/ 126's 8" O.C. MAX W/ CONI. POUR CELL W/ . POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x6 PT. PLATE TO 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO 1x2 P.T. FURRING STRIPS "x9" ANCHOR BOLT W/ -S1("O.C. I�° O.C. BLK W/ �"x9" ANCHOR SoLT W1 —�-� Ido O.G. LK W/ j 8" CMU 2" WASHER SET IN SIMPSON 8" CMU 2" WASHER SET IN SIMPSON I 8" GMU " °� - HIGH STRENGTH EPDXY -I" GYP. W 3D. STRENGTH EPDXY 1 • I " 1/2 G P L • I �� NIGH TRE 1/2 GYP, WL. BD. EMBED. MIN. m 32" OG MAX. i/2 GYP. WL. BD. WOOD BASE WOOD SASE EMBED. MIN. � 32" OC MAX. WOOD SASE as "THICK, 2 COAT CEMENT Qa i"THICK, 2 COAT GEMENT o PLASTER APPLIED I PLASTER APPLIED l DIRECTLY t0 MASONRY v DIRECTLY TO MASONRY 1 4 S 1 -STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT CLG. BLOCK WALL BLOCK WALL BLOCK WALL SCALE; 3/4"=V-0" 1A S LE CA : 3/4"=1'-0" SCALE: 3/4"=1'-0" - -1 0" ?X4: CED 2X4: ® 2X4: CM SECURE t0 BLOCK W/ 3/(E," SECURE t0 BLOCK W/ 34a SECURE TO BLOCK W/)/4' TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SWANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 h') MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END t WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END t IS' O.C. MAX SPACING. 1S" O.G. MAX SPACING. 18' O.C. MAX SPACING. 8' CMU 2X6: ® 2X6: ® 2X6: ®NOTE: STRUCTURAL ?X MUST DRYWALL SECURE TO BLOCK W/2 -3/(a' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W12 -3X&' SECURE TO BLOCK W/1-1/4' BE ON OUTSIDE 4 SECURED 1'X4' OR 1'X2" P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE < SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCON5 IN.SHA K DRIVE PIN THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 Ix4 P.T. OR %'X4" MIN. SECURE MIN. HEAD SIZE .300 3/(b' TAPCON MIN. 1 Ya MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD 61ZE 300 EM EDMEN MIN. I -B THRU FRAME t EXTEND 1 -Yd EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT t Ya') MIN. EMBEDMENT 1 Ya) �fb TAPCON MIN. I Y4 INTO BLOCK W/ 3/(b' TAPCON5 WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END t EMBEDMENT INTO BLOCK. WITHIN 8' OF EACH END t OR DRIVE PIN 18' O.G. MAX SPACING. 8 CMU 18" O.G. MAX SPACING. , 18' O.C. MAX SPACING. 8, GMU (MIN. SHANK SIZE .145 DRYWALL S CMU Yt DRYWALL MIN. HEAD SIZE 300 2XS- ® 1'X4" OR 1'X2' P.T. NAILER 2X8" ® �' DRYWALL 2X8" ® 1'X4' OR 1'X2' P.T. NAILER 7',_TYvEK PUILDING WRAP MIN. EMBEDMENT I -Y4' SECURE TO BLOCK W/2-3/6 SECURE TO BLOCK W/2-3/(6' SECURE TO BLOCK W/I-114 WITHIN 8' OF EACH END 4 18' TAPCONS OR DRIVE PIN 7fe' O.S.B. X 4' MIN. TAPCONS OR DRIVE PIN I X4 OR I X2 P.T. NAILER TAPCON5 OR DRIVE PIN X6 O.S$. X 4' MIN. PAPER BACK O.G. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN SHANK SIZE .145 DOOR CASING (MIN. SHANK 61ZE .145 DOOR CASING GALY'D MTL. LATH DOOR CASING MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW � POOR JAMB OR WINDOW MIN. EMBEDMENT i Y4) ATTACH TO 2X PER ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4 1 n DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t WITHIN S' OF EACH END t WITHIN 8' OF EACH END t ATTACH TO 2X PER TEXTURED ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. 18" O.C. MAX SPACING. MANUFACTURER DETAILS. 18' O.G. MAX SPACING. MANUFACTURES DETAILS. FIN 15H 's WOOD MANUFACTURES DETAILS. WOOD WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") coNSTRUCTION DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16" (L WINDOW TO BLOCK +3 4 OR +5 4 WINDOW TO BLOCK +1-15/16" WINDOW TO BLOCK +3 WINDOW TO BLOCK +3 7 16 SCALE: I'=1'-0' SCALE: •.2X4: CEII 2X4: ® 2X4: ® 2X4: °" CMU SECURE TO BLOCK W/ 3/f6PI ' SECURE TO BLOCK W/ 3.(b" SECURE TO BLOCK W/ 3//fg.' SECURE TO BLOCK W TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PN (MIN. SHANK SIZE .145 (MIN SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 1/2" TEXTURED MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 FINISH e MASONRY MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END t WITHIN 8' OF EACH END t WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X MUST WITHIN 8' OF EACH END t 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. IS" O.C. MAX SPACING. TH OUTSIDE 4 SECURED 18' O.C. MAX SPACING. THROOUU GH NON-STRUCTURAL CEM 2Xh: ® ® 2X6: ® 34'TAPCON MIN. 1 Y; 2Xb: ?X6: SECURE TO BLOCK W/1-1/4' SECURE TO BLOCK W/2 -%bb SECURE TO BLOCK W/2 -3X6 NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/1-3/(6' EM5EDMENT INTO BLOCK TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 8' CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED MIN. HEAD SIZE 300 MIN. HEAD SIZI= .300 3/fb' TAPCON MIN. 1 Y4" MIN. HEAD SIZE 300 h' DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL WEEP SCREED MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Ya') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4') 1'x4' OR 1'X2' P.T. NAILER MIN. EMBEDMENT I Y4') 3%b' TAPCON MIN. 1 Y4' U WITHIN a' OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END t EMBEDMENT INTO BLOCK. 18 O.G. MAX SPACING_ IS O.C. MAX SPACING. DETAIL WOOD V ®®I� T 0 8 CM18" O.G. MAX SPACING. 2ND 2X SECURE TO 18' O.G. MAX SPACING. S CMU e' CMU X, DRYWALL STRUCTURAL MEMBER W/(2)12d 2X8: 2X8: ® ' DRYWALL 2X8: ® 2X8: ® WITHIN 8' OF EACH END 4 6' i¢' DRYWALL B L®C K C 0 N N E C T I ®N 1X4 OR 1X2 P.T. NAILER SECURE TO BLOCK W/2 ib' SECURE TO BLOCK W/1-1/4 SECURE TO BLOCK W/?-�f6 I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK WP N 1' P.T. X 4'M IN. TAPCONS OR DRIVE PIN TO 8 O.C. MAX TAPCONS OR DRIVE PIN 1'x4' OR I'x?' P.T. NAILER 2TAPCON3 OR DRIVE PIN TAPCON5 SWANK OR DRIVE PIN SCALE: 1 1/2"-1'-Ou (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING CMIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 1 P.T. X 4 MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE I Y4 POOR JAMS OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4 1 MIN, EMBEDMENT 1 Y41 MIN. EMBEDMENT I Y4') ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER ATTACH TO 2X PER WITHIN 8' OF EACH END < DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURER DETAILS. WITHIN 8' OF EACH END < IS' O.C. MAX SPACING. IS' O.C. MAX SPACING. 1S" O.G. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. ATTACH TO ?X PER 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 JAM13 (DO NOT EXCEED Y4') NOTE: SHIM A3 NEEDED TO PLUMB JAMB (00 NOT EXCEED " Y4') DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4 WINDOW TO BLOCK +1-1/2', WINDOW TO BLOCK +2 1/4" F+ WINDOW TO BLOCK +3" WINDOW TO BLOCK +3 3 4" 1'=1'-0' H SCALE= A R C H I T E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SLTSDIV. & LOT: TUSCA SOUTH LOT #2016 PROJECT# 2108.009 MODEL - "2720” GARAGE SWING: LEFT PACE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ------------- ARCHITECT STATE OF FLORIDA 0 A NO 12079 PI : 12/01/11 E1ALE: 1/4"=1'-0" SHEET ID 3 OP2 2 w w U w � Q o � z A 0 h m A SLTSDIV. & LOT: TUSCA SOUTH LOT #2016 PROJECT# 2108.009 MODEL - "2720” GARAGE SWING: LEFT PACE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ------------- ARCHITECT STATE OF FLORIDA 0 A NO 12079 PI : 12/01/11 E1ALE: 1/4"=1'-0" SHEET ID 3 OP2 2 FIE3ERGLA56 SHINGLES FIBERGLASS SHINGLES OVER #15 FELT PAPER ON OVER 1115 FELT PAPER ON 2x4 BLOCKING 5ETWEEN O.S.E3. SHEATHING OR 2° TRUSSES AT FIRST TWO SAYS r i/1� O.S.B. SHEATHING OR 4'_0" O.C. CAT SHEATHING CDX PLYWOOD SECURED CDX PLYWOOD SECURED PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS) PRE -ENG TRUSS MTL. DRIF EDGE PRE -ENG GA5LE TRUSS SEE ENERGY CODE FORMS 2x4 5U5-5AND CONT. 2x4 RAT RUN SECURED MTL. DRIP EDGE �� T7W/ (2)126'.s a EACH TRUSS FOR INSULATION R -VALUES. ALUM. SOFFIT 2x4 SUB-}3AND" GYPSUM 50ARD OR STIFFSACK AT ALL VENTED ALUM. HIGH STRENGTH CLG. UPRIGHTS OVER 4'-1011 SOFFIT 5014RD HIGH (SEE SEALED ENG. DOUBLE TOP PLATE TWIST STRAP VERIFY W/ FOR SIZE 4 CONDITION) TRUSS PLAN SECURE 2x4 PLATE TO SEE ENERGY CODE FORMS WINDOW HEADER SIZE 311 II FOR INSULATION i�-VALUES. VARIES PER WINDOW WALL W/ 8 x� THRU-BOLTS OPENING SEE HEADER 32" O.C. MAX THEN" GYPSUM 5oARD OR SPAN CHART FOR SECURE G45LE TO 2x4 HIGH STRENGTH CLG. DETAILS WINDOW ATTACHMENT AS PLATE W/ 126'5 8" O.C. MAX BOAi�D PER MANUFACTURES OR I6 O.S.R. SHEATHING OR" SPECIFICATIONS SECURE GA5LE TO DE3L DOUBLE TOP PLATE CDX PLYWOOD. TOP PLATE W/ SIMPSON ATTACHED PER NAILING WINDOW SILL HTC4 a 24" O.C. MAX SCHEDULE ON SHEET D5. 2x STUDS is 16" O.C. MAX W/ WINDOOW HEADER 51ZE �� WINDOW ATTACHMENT AS R-11 5ATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER Ya' THICK, 3 COAT CEMENT " OPENING SEE HEADER SPAN SPECIFICATIONS PLASTER OVER GRADE T G SUBFLOOR GLUED CHART FOR DETAILS WINDOW SILL IIDII FELT PAPIER SACK AND NAILED AS PER DS " NAILING SCHEDULE � ..�3. SHEATHING OR � 2x STUDS Q 1(o' O.C. MAX W/ METAL LATH OVER CDX PLYWOOD. APPROVED HOUSE WRAP ATTACHED PER NAILING R-11 BATT. INSUL. MIN. OR GRADE "D II FELT > SCHEDULE ON SHEET D5II PAPER ,� T 4 G SUBFLOOR GLUED NOTE: SHEATHING MUST 3/a" THICK, 3 COAT CEMENT AND NAILED AS PER — PLASTER OVER GRADE NAILING SCHEDULE NOT BREAK 1I -0" MIN. I'D" FELT PAPER BACK FROM 2ND FLR LINE METAL LATH OVER 2x4 CONT. e TOP AND PRE -ENG FLOOR TRSSSCS) APPROVED HOUSE WRAP ( INSTALL PER M G. PE BT, OF FLR TRUSS (TOP?OR GRADE "D" FELT 2x4 SUPPORTS 5T " GYPSUM 50ARD OR PAPER PLATE OF 2ND FOR, 5T. HIGH STRENGTH CLG. 2x4 fS FOR WALL BOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRUSS NOT BREAK 1'-0" MIN. (INSTALL PER MFG. SPECS.) SHEATHING NAILER) CONC. FILLED LINTEL 5LK W/ (1) #5 REBAR CONTINUOUS FROM 2ND FLR LINE" GYPSUM BOARD OR WEEP SCREEDHIGH STRENGTH CLG. CSEE DETAIL 2A) R-4.2 BATT. INSUL. 2x4 CONT. a TOP AND .... PRECAST LINTEL 5T. OF FLR TRUSS (TDP BOARD EMBED. STRAP VERIFY 2x4 SUPPORTS 5T CONC. FILLED LINTEL 5LK W/ TRUSS PLAN WINDOW ATTACHMENT AS PLATE of 2ND FLR, 5T. W/ (1) 05 RE5AR CONTINUOUS PER MANUFACTURES 2x4 IS FOR WALL I SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL � THICK, 2 GOAT CEMENT PRECAST SILL WINDOW ATTACHMENT AS PLASTER APPLIED (1) #5 RE5AR VERTICALLY WEEP SCREED PER MANUFACTURER DIRECTLY TO MASONRY W/ CONC. POUR CELL (SEE DETAIL 2A) SPECIFICATIONS 1x2 P.T. FURRING STRIPSPRECAST SILL I 2—STORY 1�° D.G. EMBED. STRAP VERIFY (1) 05 RESAR VERTICALLY FIRST FLOOR . 7. W/ TRUSS iPLAN W/ GONG. POUR CELL � 8" GMU 1/2" IGYP. WL. 5D. '"THICK, THICK, 2 COAT CEMENT 1x2 P.T. FURRING STRIPS BLOCK SECOND WOOD SASE PLASTER APPLIED 1(o11 O.C. FLOOR FRAME DIRECTLY To MASONRY .� 811 CMU 1 SCALE: 3/411=1'-0"- LE 1/211 GYP. WL. BD. tri M STORY GAB WOOD BASE FIRST FLOOR BLOCK SECOND ' d A d FLOOR FRAME d 1ASCALE- 3/4"=V-0" '8 0.6.5. SHEATHING OR " CDX 2x STUDS a Iro" O.G. MAX W/ PLYWOOD. ATTACHED PER R-11 BATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS s 16" D.C. MAX W/ " O.S.B. OR " CDX �D5 R-11 BATT. INSUL. MIN. ¢" T G SUSFLOOR GLUED "THICK, 3 GOAT CEMENT" T G SUSFLOOR GLUED TYVEK BUILDING WRA AND NAILED AS PER PLASTER APPLIED TO METAL AND NAILED AS PER PAPER BAcK x NAILING SCHEDULE LATH OVER 2 LAYERS OF NAILING SCHEDULE GALV'D MTL. LATH GRADE D 5U ILD INC PAPER i/S" TEXTURED OR PAPER BACKED LATH FINISH -2 WOOD WOOD WEEP SCREED OVER AN APPROVED HOUSE � CONSTRUCTION WRAP x (L" 2x4 CONT. e TOP AND 5T. OF z ------------------ FLR TRUSS (TOP 2x4 SUPPORTS 5T PLATE OF 2ND d PRE -ENG FLOOR TRUSS -- FLR, 5T. 2x4 IS FOR WALL PRE -ENG FLOOR TRUSS 8" CMU SfMPSON HETA-16 EMBED. SHEATHING NAILER) 5" GYPSUM BOARD OR 1/2" TEXTURED STRAP a 32" O.G. MAX VERIFY WEEP SCREED HIGH STRENGTH CLG. FINISH a MASONRY (SEE DETAIL 2A) W/ TRUSS PLAN BOARD EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK $" GYPSUM BOARD OR2" W/ TRUSS PLAN HIGH STRENGTH CLG. 5OARD '"THICK, 2 COAT GEMENT W/ 11) #5 RE5AR CONTINUOUS PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY FLOOR CONNECTION. AT PARALLEL/ DETAIL C WOOD T® 2 PERPENDICULAR PRE—ENG FLOOR TRUSS LOCK CONNECTION SCALE: 3/411=11_0" A SCALE: 1 1/2"=1'-0" 0*40 ARCH IT EC TS 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-407www.abdesigngroup AA #: 0003325 SUBDIV. & LOT: TUSCA SOUTH LOT #2016 PROJECT# 2108.000 MODEL,- )) 2'20" GARAGE SWING: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA 01 JA ANTWELL NO,12079 'IE: 12/01 11 SCALE:1/41)=11-01) SHEET DQ4 X22 N w w w a � � O U Z o q U m A 0 SUBDIV. & LOT: TUSCA SOUTH LOT #2016 PROJECT# 2108.000 MODEL,- )) 2'20" GARAGE SWING: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA 01 JA ANTWELL NO,12079 'IE: 12/01 11 SCALE:1/41)=11-01) SHEET DQ4 X22 rA R C H I T E C TS -) IDesign I /broupffic.' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W v W Ul 'd o � J O O A U 01 W of A� L6 E� ti SVBDIV. & LOT: TUSCA SOUTH LOT #2016 PROJECT# 2108.009 MODEL: "2720„ GARAGE SWING: LEFT PAGE: Misc. DETAILS ARCHITECT STATE OF FLORIDA i 6 JA ANTWELL AR 12079 (;D '9 E: 12/0 11 SCALE:1/4 $) =1' - 0" SHEET D 5 O gg 6