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2137 Lili Petal Ct 12-1568(a)• J O�I I�.�`% C-1)�/ � J J FOR: s fcv'c.u*,w.o CU'r1buffcurt,. com CBC1252212 5850 T. G. LEE BI V[:>. SUITE 600 ORLANDO, FL. 32822 Teo (407) 850-5200 Fax: (407) 850-5300 • STATE OF FLORIDA DESIGN CRITERIA: DESCRIPTION 1 ABBREVIATIONS CONTROL DATE 22 03lovo R. MAC -DONALD ELEVATION REVISIONS CERTIFIED BUILDING CONTRACTOR: IoNATIONAL *FLORIDA BUILDING CODE (FBC) 2010 RESIDENTIAL R. MAGDONALD REVI5ION5 ABv. ABOVE LAV. LAVATORY HORTON HOMES 5 8 5 0 T. G. LEE B LVD . SUITE 600 cc�� �j ORLANDO, FL � t,) � � f + � � (� s2� /� /'� 850-5200 TEL: (4.0 (} 8 5 0 — � �r 0 0 FAX: (40'7) 850-5300 • 2010 FLORIDA FIRE PREVENTION CODE ELECTRICAL CODE (NEC) - 2008 EDITION *ALL LOCAL AND STATE CODES •OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS B • BASIC WIND SPEED - 140 MPH (M/S) • 1 -STORY RESIDENCE - • 2 -STORY RES IDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES AIC ADI. ALT' BD AD.R. CL CAB. �G. CLR. CONI, CPT. C.T. D. DBL. D.G. DIA. DIM. DISP. DP. DR. D.S. DTT'`' D.W. EA. ELEV. EXH. AIR CONDITIONING ADJUSTABLE ALTERNATE DD BBARS CENTER LSE CABINET �II-ING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST LUM. M.C. MFR. MT. mm.MID MIL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR. P.T, R. RAD. R.A.G. REF. RM, R.O. S.C. S -D. S.H. SHT. SHTHG. LUN11NOUS MEDICINE CABINET MANUFACTURER � METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LIKE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HMOEQ. SHEET SHEATHING �r STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTV�E LL SPECIFIC PARAMETERS FROM FBC 2010 CH. 3 USED FOR DESIGN INCLUDE: • CONCRETE MASONRY RESIDENTIAL AR N O . 12079 A.B. DESIGN GROUP, INC. • CONSTRUCTION WOOD FRAME CONSTRUCTION • AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-10 EXT. F.G./FX. F.G. FIN. 'F'LR. EXTERIOR FUEL OA Ass FUEL GAS FINISH FLOOR SHWR. SL. SL. SL.. STD. SHOWER UVELAR SLIDING SLIDING STANDARDIDING SS STANDARD Q CALC. S til F T 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32"750 Tel: (40'7 x"74-6078 74-407 g Fax: ( 4 0 7 ) 774-407 c� „ . 08/09/11 FLUOR. F FTG.TO, GA. GAR. DISP. G.F.I. GL. GYP. BD. H.B. H.C. HDR, FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADBR SWS TEMP. THY -THICK T.O.C. T.O.P. T.O.S. TYP. U,N,O. V.P. W. SHEAR WALL SECTION TEMPERED CLASS TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER 11 LIVING 11ST.� 1,114 Ste. �T. LIVING (2ND.) 1,549) 5Q. FT. TOTAL LIVING 2,120 5Q. FT. ENTRY ELEV. 'A" 4 115' 51 5Q. FT. ENTRY ELEV'. 'G, D 4 E' 123 SQ. FT. REVIEW FLAN GARAGE 42(o TOTAL 1=I -EV. ',4' 4 'B° 3223 TOTAL EL3=V. "C, D 4 E" 321a9 SQ. FT. 5Q. FT, SQ. FT, HOT. OR HT INSUL. INT. HEIGHT INSULATION INTERIOR W/ WD. WDW. W/H W.I. WITH WOOD WINDOW WATERHEATER WROUGHT IRON DATE CHECKED BY: A, ??/??/?? 2010 FSC UPDATE PATIO 35 50'_1=T. OPT. COVERED PATIO 00 5Q. FT. REVISIONS REV. DATE I DESCRIPTION 1 05/09/11 CONTROL DATE 22 03lovo R. MAC -DONALD ELEVATION REVISIONS A m3/3o110 R. MAGDONALD REVI5ION5 A o5/19/lo R. MAGDONALD REVISIONS 25/12/11 STANDARDIZED SOUTHERN ENGINEERING A O&/16/11 SAW GRASS E3AY ELEVATIONS "D° "E" ZL o i/18/11 AMC) NEUJ TRU65 LAYOUT FROM FR05UILG> A,54C Ag O-1/19/11 PR05U I LD ELEV. E FOR SAWGRASS eAY a 01/22/11 APPLIED (REVISIONS FROM 2121 PER R.M. 01/28/11 ADD NEW TRU55 LAYOUT FROM GCA, ELEV. 54C 111 08/09/11 AMC) NELU TRU55 LAYOUT FROI'''1 CCA, ELEV. A,154C 12 IDS/09/11 PR05U1LD TRU55 ENG. ELEV. D 4 E 13 09/14/11 RELOCATED A/C TO SECOND FLOOR LAUNDRY 14 12/05/11 ADDED OPTION 40(oO DR TO O. 5ATH PER R. MACDONALD Air, 01/16/12 APPLIED UJALL 455EM5LY DETAILS TO PLAN � 01/21/12 REVISED 1/2 WALL e 16T FLR STAIRS TO OPEN RAIL A, ??/??/?? 2010 FSC UPDATE fFtc�&it'c,fMH ;� yF'tov yLr*a�c�l� A�,7 ��it������lk�Cl ylC� CSO >r• .'I, ' tt �� n i l'C_vjC' t4 SHEET # DESCRIPTION PG C1—COVER PAGE PG GN— GENERAL NOTES PG 1—FOUNDATION PLAN PG 1A—DOWEL PLAN PG 113— LINTEL SCHEDULE (CAST—CRTE) PG 1B.1— LINTEL SCHEDULE �WEKIWA�PG 1C—WIND LOAD CALCULATINS PG 2— FIRST FLOOR PLAN PG 3— SECOND FLOOR PLAN PG 4B—ELEVATION "B" FRONT & REAR PG 513 -ELEVATION "B" LEFT & RIGHT PG 5B.1 -WALL ASSEMBLY ELEVATION "B" PG 6B -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 PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS pFF�CE A R C H IT F C T3 Desin Group Inc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 8ZIU aIV. & LOT; TUSCA PLACE NORTH LOT #28 PROJECT# 2108.009 MODE1.: 2720" GARAGE B WING: LEFT PAGE: COVER PAGE ARCHITECT STATE OF FLORIDA JAMCANTWELL A NO 12079 PRINT DATE: 04/27/1 SCALE: 1 /4" —1' — 0" SHEET O W L z z � r w w y 0 q W u w 1 ci D I V -A oil Ie 8ZIU aIV. & LOT; TUSCA PLACE NORTH LOT #28 PROJECT# 2108.009 MODE1.: 2720" GARAGE B WING: LEFT PAGE: COVER PAGE ARCHITECT STATE OF FLORIDA JAMCANTWELL A NO 12079 PRINT DATE: 04/27/1 SCALE: 1 /4" —1' — 0" SHEET O GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2010 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 ii. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2010 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED (VULT) 140 MPH II. EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. 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, 2010 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 140 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 2010 SECTION R302.5.1: 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 1 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2010, SECTION 8302.5.2: 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 2010 SECTION FRC R302.6 & TABLE R302.6: 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'/ -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 NOTE 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 318-08. 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 3J" 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 2010, SECTION R607.2.1 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, AGI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08. 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 3-011.R506.2.5(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3'" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 21" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: L #11 AND SMALLER 311 D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11/2" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA- THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADED 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 2010 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 2010. 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 AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 112" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED W SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATE TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 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 2010 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2010 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 & ASTM -C1063 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. FBG R302.7. A R C H I T E C T S Design Goupr,no. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesi gngro u p.com AA #: 0003325 SU13DIV. & IAT: TUSCA PLACE NORTH LCAT #28 PROJECT# 2108.009 MODEL.: P2720 GARAGE SWING: LEFT PAGE: GENERAL NOTES ARCHITECT - STATE OF FLORIDA 11 , CANTWELL NO 12079 DATE: 04/27/12 SCALE: 1/4 )) =1' _ 0" SHEET GN c) w a � Lu I— 0 m IL � q 0 U � V • h• h• SU13DIV. & IAT: TUSCA PLACE NORTH LCAT #28 PROJECT# 2108.009 MODEL.: P2720 GARAGE SWING: LEFT PAGE: GENERAL NOTES ARCHITECT - STATE OF FLORIDA 11 , CANTWELL NO 12079 DATE: 04/27/12 SCALE: 1/4 )) =1' _ 0" SHEET GN c) NOTE: *A/G LINES FROM AIR HANDLER UNIT TO CONPENSOR TO 5E RAN IN ATTIC. *ENTRY AND LANAI 5LA55 TO SE POURED AT PINAL POUR WITH PRIvr=WAY 4 F 14'-0" 24"X24"x12" 411 GONG.PACa LONG. Cal W/30515 E.W. SLA1:3 ON CHAIRS I MIN_ 3" GOVER I -31/2" 4Q (�)COVERED PATIO SECURE STRAP TO CONC. W/ (2)-3/1G "X2' TAP -CONS GONG_ SLA5 A/C UNIT 6IMf=5ON WB ROLL STRAP OR EQUAL SECURE STRAW TO UNIT W/ (2) *8x1 1/4 SHT MTL BCREWS Ai C CONNECTION (0 PAD DETAIL A R C H I T E C T S 4GrDusign opinc. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 f 7LO71 NORTH PROJECT# 2108.009 MODEL: "2720)) GARAGE SWING: LEFT FAGE: FOUNDATION PLAN 61 ARCHITECT: STATE OF FLORIDA 12079 PRINT ]TATE: 04/27/12 SCAT .E: 1/4""=1"-0"" :SHEET IO -r-z- -1F 5 a a U � � � n Q L � w q z � U � q m � f 7LO71 NORTH PROJECT# 2108.009 MODEL: "2720)) GARAGE SWING: LEFT FAGE: FOUNDATION PLAN 61 ARCHITECT: STATE OF FLORIDA 12079 PRINT ]TATE: 04/27/12 SCAT .E: 1/4""=1"-0"" :SHEET IO -r-z- -1F 5 2-1'-('o" 24'-2" 1rt'-4" 14'-m" 12'- 10 '-oil 31-011 Cp dJ •9 ■ 15 m ■ csl m m 4 � ■ 19' - 4" r - 15'-4° cA 13'-2" r�1 ,, _oil 12'-0" �0 DOWEL 1 AN A R C H I T E C T S 'o 7n I /Design I Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU193DIV. & LAT: TUSCA PLACE NORTH LCAT #28 PROJECT# 2108.009 M0 ]DEL: ))2720 GARAGE SWING: LEFT PAGE: DOWEL PLAN ___j ARCHITECT: STATE OF FLORIDA JAM AN ELL 12079 PR T DATE: 04/27/12 SCALE: SHEET 1A o 5 W 4 � w w 4 � 4 � D : p IL U � � Q q � n• w � 00 SU193DIV. & LAT: TUSCA PLACE NORTH LCAT #28 PROJECT# 2108.009 M0 ]DEL: ))2720 GARAGE SWING: LEFT PAGE: DOWEL PLAN ___j ARCHITECT: STATE OF FLORIDA JAM AN ELL 12079 PR T DATE: 04/27/12 SCALE: SHEET 1A o 5 A R C H I T E C T S Design Group,„c. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J S VHDIV. & LOM TUSCA PLACE NORTH LOT X28 PROJECT# 2108.009 MODEL: 02720 GARAGE SWING*. LEFT PAGE: LINTEL SCHEDULE (CAST—CRETE) __j ARCHITECT: STATE OF FLORIDA NO 12079 DATE: 0 4 / 2'7 /12 SCALE: � W o � W Q C) o f o � m \ C'n h• Imo•• h• 00 S VHDIV. & LOM TUSCA PLACE NORTH LOT X28 PROJECT# 2108.009 MODEL: 02720 GARAGE SWING*. LEFT PAGE: LINTEL SCHEDULE (CAST—CRETE) __j ARCHITECT: STATE OF FLORIDA NO 12079 DATE: 0 4 / 2'7 /12 SCALE: 18 16 15 1'7 3050-5H 3050-5H 3050 -BH EGRE65 3050-5H E63RE55 EGRE55 C =a t� LOAD u"ALU"'ULATION�o) COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL � SQUARE FOOTAGE WINDOW SEE AND TYPE ZONE 140 MPH WIND REMARKS I 112 16'-0 X 7'-0 GARAGE PR. 5 29.7/-3h.1 2 20 30(051)R 4 33.11-36.-1 � 3 17 25-5H 4 34.1/-37.1 4 17 25-5H 5 34.1/-44.9 5 1-I 25 -SH 4 34.1/-37.1 11 25-5H 4 34.1/-31.1 w 'I 10 23-5H 4 35.3/-35.2 g 48 6'-011 X 5'-0" 5.�.r. 4 31.7/-34.7 ` I`1 25 -SH 4 34.1/-37.1 Im 17 25_5H 5 34.1/-44.9 _a M 11 1-i 25-5H 4 ti 12 16 3050-5H 5 34.3/-45.4 13 16 305P.? -SH 4 34.3/-31.3 14 9 2340 5H 5 34.3/-45.4 15 16 3050-5H 5 34.3/-45.4 16 16 3050-5H 4 34.3/-37.3 11 16 3050-5H 4 34.3/-3-1.3 15 16 30E ¢O -SH 5 34.3/-45.4 16 3o50 -SH 4 34.3/-3-t.3 BASIC WIND SPEED MPH = 140 INTERNAL PRESSURE COEFFICENT= t 0.18 BLDG CAT=II, EXP=B, MEAN ROOF HT.=18'-5" ANY OPENING LESS THAN 4'-0" FROM CORNER WILL BE A ZONE 5 CATEGORY A It C H IT E C TS Design G r0 u p Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SIUIBDIV. Sc LAT: TUSCA PLACE FORTH LOT X28 PROJECT# 2108.000 MODEL: GARAGE SWING: LEFT PAGE: WIND LOAD CALCULATIONS ARCHITECT, STATE OF FLORIDA .JA CANTWELL R 012079 PRINT DATE: 0 4 27/12 SCALE: 1 /4„ -1' - C?" SHEET I C o -md-F 5 � � z Q > w o 0 ww � d w [ � q OL Q a D Q LL 4 6p _a M ti SIUIBDIV. Sc LAT: TUSCA PLACE FORTH LOT X28 PROJECT# 2108.000 MODEL: GARAGE SWING: LEFT PAGE: WIND LOAD CALCULATIONS ARCHITECT, STATE OF FLORIDA .JA CANTWELL R 012079 PRINT DATE: 0 4 27/12 SCALE: 1 /4„ -1' - C?" SHEET I C o -md-F 5 14'-0" �.x& P.T. C OV ERED P9TI0 -COVERED PATIO I I. I 14'-m" 2' -3" ---------------- I (ox(o P.t. z o I POST I I IDI I C OZOnED 1,1-14 1,54(o COVERED D I I I I PATIO ' I 2,120 57 42ro I 14'-0"X12'-0" l I 14'-0"X12'-0" " TOTAL DINING SQ. FT. ROOM PATIO OPT. COV. PATIO 35 165 j I I I (0050 S.G.D. W AL I=1 II C OV ERED P9TI0 -COVERED PATIO I I. I CALC.'S z o IDI LIVING (15t.) LIVING (2ND.) 1,1-14 1,54(o Irl ISI 2,120 57 42ro 5Q. FT. SQ. FT. SQ. FT. Irl TOTAL DINING SQ. FT. ROOM PATIO OPT. COV. PATIO 35 165 5Q. FT. 5Q. FT. W AL I=1 II I I�� I 1 -4. — N ,— �? II I�ol Irl lel _ DEN / LIVING lal ROOM ISI ll u c� r - N I � 25 -SH -4 25-5H -4" I l I OP- TIONAL DEN �34 141IRST FLOOR PLAN NOTES, -DENS ARMOR AT BATHROOMS. -FREF,45 5HOWER5/TU55 TO 5E SET IN TYPE 2 FOAM. OPTIONAL FREDR00 SQ. FT. CALC.'S z o LIVING (15t.) LIVING (2ND.) 1,1-14 1,54(o 50. FT. 5Q. FT. TOTAL LIVING ENTR'1' GARAG3F 2,120 57 42ro 5Q. FT. SQ. FT. SQ. FT. w TOTAL 3203 SQ. FT. PATIO OPT. COV. PATIO 35 165 5Q. FT. 5Q. FT. MODEL SeECIFICATIONS * GARAGE DRYWALL TO 5E TAPED, UNPAINTED, UNFIN5HED * WINDOW SILLS TO 5E OPTIONAL * MASTED', AND SECONDARY 5ATH TO RECEIVE 36" MIRROR * VANITY MIRRORS TO 5E RA15ED OFF 5ACK5PLASH * ALL DOORS ARE HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES TO 5E WALL MOUNTED EXTERIOR MASONRY WALL 5RCrt. HEIGHTS 11 11 1 G'77TT,�T'a L.5.W. 10-1/2" ),/,j �� ELEC. OUTLET PER ELEC. CODE TE A R C H 1 T EC T Group1no. Design 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com #: 0003325 w z o Pq w tu 4 w uuj Q AW z 0 z W AL Lu Q :3 SUIBDIV, & LAT: TUS C A PLACE NORTH LOT X28 PROJECT# 2108.00' adODEL:. "2720" GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN ARGHITEGT STATE OF FLORIDA JAMES oaNrrweLL R NO 12079 PRINT -lq DATE: 04/27/12 SCAT :1/4`10-0)) :SHEET O F� 401-0 2'-4" 11'-O" 14'-5" 14'-�a" 121- 3ID5D-5H 3Q75�-5�-I NOTES: -PENS ARMOR AT 15ATi4ROOMS. -FRE;=A5 6HOWER5/TU56 TO 5E 5ET IN TY1~'E 2 FOAM. I Ii i I I_ OPT. 0 v OWNER'S SUITE i �'j b �OPLT.=�os8 DR— �w BATH PDS A R C H I T E C T S GDesirgn p Inc. 1441 N. RONALD REAGAN B LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.con AA #: 0003325 w w � w o > ik 0 LL G� E'w �m V • \ � (y (�! "\h H � r• � m m � SVBDIV. & LOT: TUSCA PLACE NORTH LOT #28 PFtOJECT# 210B. 009 MODEL: 2720" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN ARCHITECT. STATE OF FLORIDA JA S CANTWELL R NO 12079 nu in�rr P, NT DATE: 04/27/12 SCALE: 1/4"=13-0" SHEET O AREA OF ATTIC = 15(ol 5Q, FT. NET FREE vENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 15(ort/300 = 63 50, FT, (c..3 50. FT. X 144 = 13012 80. IN. MIN. REQUIRED VENTILATION IN U1~'i-ER PORTION OF ATTIC = .�> X 90-1.2 = 453,o (BALANCE TO BE PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE vENTILATION AREA =115 8Q. IN. PER vENT TOTAL OF vENT$ RECUIRED = (4) TOTAL OF vENTS PROVIDED = (4) (9� $GALE: COLUMN DETAIL \,� SCALE. 1/2"=1'-O" 1 I I I � I 6'-0' 5RG. HGT. I I ri ri u OPT. COV. PATIO 11 WE 0-0 3/4" 2ND FIN. FLR, .h a' -a" BRG. Hr -3T. 0 u OFF RIDGE VENT REAR ELEVATION TEXTURED FIN15H 15°x24" RAISED LOUVER 4" TRIM BOARD 32 "X&O" APPLIED SHUTTER5 0 J410' -O 3/4" 2ND FIN. FLR. l -all A R C H I T E C r s /Design Group Inc. L ONALD REAGAN BLVD. GWOOD, FL 32750: 407-7744-6078: 407-774-4078abdesigngrou p.comA #:0003325 8 ri ri u OPT. COV. PATIO 11 WE 0-0 3/4" 2ND FIN. FLR, .h a' -a" BRG. Hr -3T. 0 u OFF RIDGE VENT REAR ELEVATION TEXTURED FIN15H 15°x24" RAISED LOUVER 4" TRIM BOARD 32 "X&O" APPLIED SHUTTER5 0 J410' -O 3/4" 2ND FIN. FLR. l -all A R C H I T E C r s /Design Group Inc. L ONALD REAGAN BLVD. GWOOD, FL 32750: 407-7744-6078: 407-774-4078abdesigngrou p.comA #:0003325 SvIBraly & LOT; TUSCA PLACE NORTH LOT #2S PROJECT# 21{8.009 MODEL: 7!272^!7 GARAGE SWING: LEFT PAGE: CIA FRONT AND REAR ELEVATIONS ARCHITECT - STATE OF FLORIDA JAM S CyANTWELL O 120 PRI T DATE: (14/2'7 /�1 2 SCALE: 1/4"-1'-0" SHEET 4 oP45 W O � Lu pusD w q p U � w 4 al � n h� SvIBraly & LOT; TUSCA PLACE NORTH LOT #2S PROJECT# 21{8.009 MODEL: 7!272^!7 GARAGE SWING: LEFT PAGE: CIA FRONT AND REAR ELEVATIONS ARCHITECT - STATE OF FLORIDA JAM S CyANTWELL O 120 PRI T DATE: (14/2'7 /�1 2 SCALE: 1/4"-1'-0" SHEET 4 oP45 la' -O 3/4" 2ND FLR. BRCq. ,LIf _ Q'-0" FIN. FLR. OL_ S'-8" 5RG. HGT. RAI5EP IBANPS ,IMPQ►F1-02 3� LEFT ELEVATION TEXTURE=D FIN15�4 R,415F=D 5ANP5, TYP Ir 0 Ir -0" SIN. FLi. RIGHT TE><TURED FINISN4 ri--�OPTG 5'-S" 5RG. a -1G T. i 0'-0" FIN. F -R. ------ —------------- CuTIO1.a PA LEFT 51MILAR ,o�T. C 0 v. 9xi2 PATIO 1 _A., IGT. — I — _ 0'-0" FIN. FLR. J PATIO A R G H► T E C T S GDesignr p Inc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 SUEtDIV. & LOT: TUSCA PLACE NORTH LOT #2S gROJECT# 2108.009 MODEL: 2720" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATIONS >> B" ARCHITECT STATE OF FLORIDA CANTWELL NO 12079 DATE; 04/2 7 /12 SCALE: 1/4"=V-0" 1 5 SHEET B d-51 - a � � � Q d p � w O � � u h, <1 -4 SUEtDIV. & LOT: TUSCA PLACE NORTH LOT #2S gROJECT# 2108.009 MODEL: 2720" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATIONS >> B" ARCHITECT STATE OF FLORIDA CANTWELL NO 12079 DATE; 04/2 7 /12 SCALE: 1/4"=V-0" 1 5 SHEET B d-51 - 6/1, TYP m ■��■���mE FIRE in 'u LI TE L METAL LATH G WINDOW CORNERS REARELEVATION TEXTURED FINISH —b" 5UTTERPLY METAL LATH a WINDOW CORNERS Faw Typ. LEFT ELEVATION TEXTURED RN151 4 —6' 5UTTERrLY METAL LATH a WINDOW CORNERS RIGHT ELEVATION TEXTURED FINISH —&" RUTTI=RELY METAL LATH m WINDOW CORNER5 ARCHITECTS Design Group,„c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 S UBDIV. & LOT: TUSCA PLACE NORTH LOT X28 3PROJECT# 2108.00' MO DEL: „2720 GARAGE SWING: LEFT PAGE: WALL ASSEMBLY ELEV B„ ARCHITECT= STATE OF FLORIDA LL DATE. 04/27/12 S C ALE: 1/4"=V-0" SHEET 511DD. I o_v_A__,- 51 w y � o Q � o 0 O � U m U_ ol � ~ n S UBDIV. & LOT: TUSCA PLACE NORTH LOT X28 3PROJECT# 2108.00' MO DEL: „2720 GARAGE SWING: LEFT PAGE: WALL ASSEMBLY ELEV B„ ARCHITECT= STATE OF FLORIDA LL DATE. 04/27/12 S C ALE: 1/4"=V-0" SHEET 511DD. I o_v_A__,- 51 HEADER SPAN CHART UP TO CONNECTOR SCHEDULE — U"TRU55 TO (2)2X4'5- SIMPSON STORY ,4PPLIC,4TION SIZE DES. UPLIFT GRAVITY FASTNER CLEAR SPAN META -Ito 1450 (1) 10d x 1 1/2 I -PLY/ (6) Ibd 2 -PLY Z 0 (2) META -Ib 1385 1900 (10) 10d x 1 1/2 1 -PLY (14) 1bd 2 -PLY Ut) Q HETA-16 Ialo ('9) lod x 11/2 I -PLY/ (8) 16d 2 -PLY DBL 2 HETA-20 1810 (3) loci x 1 1/2 1 -PLY/ (8) 16ci 2 -FLY -1'-0" TO 10'-0" (2) HETA-20 2035 (10) loci x 1 1/2 I -PLY 12 2500 (12) Ibd 2 -FLY SIZE MGT + 3,565 (1) 5/6"A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) loci TO WOOD CLEAR SPAN -2 + 10980 (2) 3/4' A.T,R, IN HIGH STRENGTH EPDXY (MIN. 12EMBED), (16) 106 TO WOOD 6 Hat -3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d To WOOD x LTAI 1420 (12) 10d x I-1/2' DBL 2 YGT 4940 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS I/4' X 3' TO WOOD /5'-0" (01-4" TO 511-011 (2)YOT(7-F1.1/3-FLY 1155/8890 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) $DS 1/4' X 3' TO WOOD 12 MT5-12 1000 (14) 10d x 1 1/2 E"q HTS -16 1160 (16) 10d x 1 1/2 HTS -20 1450 (24) 10d x 1 1/2 L5TA-12 ++ 325 (10) lod LSTA-I8 ++ 1235 (14) 10d Ui META -1S ++ 1315 (14) IOd CL MSTA-24 ++ 1640 (18) 10d MSTA-30 2050 (22) 10d ~ MSTA-36 ++ 2050 (26) IOd MSTI-36 380x?) (36) loci x 1 1/2 MSTI-48 5065 (48) 10d x 1 1/2 H6 950 (8) 8d TO PLATES, (5) 5d TO STUDS SP4 885 (b) 10d x 1 1/2' TO STUDS A33 150 (4) 10d TO BEAM, (4) 10d TO POST, HCP2 645 (6) lod x 1-1 a'' H10 995 (16)1-1/2 495U 44 2200 6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (12) lbd TO WOOD i!7 ABU 66 2300 12000 (I) 3/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC., (12)Ibd TO WOOD LTTIS +++ 1340 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC (SAOd TO WOOD O T 20 +++ 1625 (I) 1/2' A.T. . IN HIGH STRENGTH EPDXY, (MIN. 1' EM .)IN CONC. (2) ' BOLT TO WOO CO 3610 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EM15EpJ IN CONC. (15) 10d x 1 112' TO WOOD Z HTT4 4235 4350 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG. (18) l6d x 2 1/2' TO WOOD (1) 5/8' A.T.RIN HIGH STRENGTH EPDXY, (MIN_ 1" EM O) IN CONC. (26) 106 x 1 1/2' TO WOOD Hm 4610 5090 0) 518' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EME5EDJ IN CONC. (26) IOd TO WOOD (I) A.TA. IN HIGH STRENGTH EPDXY, (MIN. 1 N 26) bd x 2 1121 WHOOII-808 2.5+ 11,445 I) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. IV EMBED.) IN CONC., (24APS 4" x " WOOD ScRr=uis HDI 6480 1 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC., (3)4' STUD BOLTS TO WOOD MBHA 3.56/11.25 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN_ 6.15" EMBEDMENT) IN C.M.U_ TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMI5EDMENT) IN C.M.U. FACE, 05)IORd TO BEAM N (If W MDHA 5.50/1125 3415 5330 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.115" E1-15EDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.16' EMBEDMENT) IN C.M.U. FACE, (18J1fAd TO BEAM Ca z3140 UC210-3 (WOOD 1810 4(dW (FLOOR) I6-1/4' x 2-3/4' TITEN ( S PER FLANGE) TO CMU, (10) 10d TO WOOD (ROOF) 2 HUC410 (CMU) 1810 6085 15-I/4" x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD 14UC 210-3 1810 4000 I8-1/4' x 2-314' TiTrEN TO CMU ( 10) 10d TO WOOD HIGH STRENGTH EPDXY - SIMPSON '6ET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROYAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMISEOMENT 15 GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST ME FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN 15E SU58TITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. (f1 W +++ MINIMUM EMBEDMENT INTO THE TOIL OF A 5ONDI5EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL 5E Z' 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 CSE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDC, GALvANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL M EVALUATED ON AN INDIVIDUAL BASIS 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 -14W09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -SAS -2001.1 HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO — U"TRU55 TO (2)2X4'5- SINGLE STORY ,4PPLIC,4TION SIZE _ _M116TU S TO SLAB - — CLEAR SPAN P5 _ x b UP TO 5'-�4"" +2} DBL 2 x 5 51-411 TO 1'-011 DBL 2 x 10 -1'-0" TO 10'-0" DBL 2 x 12 10'-0" AND OVER TWO 5TOR'i' 4PPLICATION DOUN 5TAIR5 SIZE — - — - — � NTT -4 = — CLEAR SPAN DBL 2 x 6 UP TO 5'-0' PPL 2 x 5 To 6'-�4" DBL 2 x 10 /5'-0" (01-4" TO 511-011 DBL 2 x 12 8'-O' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO — U"TRU55 TO (2)2X4'5- U.N.D. 4--(2) MTS -12 _FTI _ _M116TU S TO SLAB - — 4'-11 1/2" 1'-11 1/2" AND UP NUMBER OF HEADER STUDS FTI- SUPPORTING END OF HEADER 1 2 � NUMBER OF FULL LENGTH STUDS —�� -- 2 TO (2)2>74'6_- AT EACH ENE: OF HEADER 1 FT1 3 FRAMING NOTES: 1. HURRICANE 5TRAP5 TO 5E MANUFACTURED 5Y 51MF5ON STRONG -TIE OR EOUAL, U.N.O. 2.T'i'PICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRU55 TO M,45©NRY/CONCRETE SHALL �5E META -1( * FLOOR J015T TO M,45ONRY/CONCRETE SHALL 5E HETA-1(0 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRU55 TO WOOD FRAMING &HALL 5E MTS -12 3.TRU55 TO TRUSS CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED 5Y TRU55 MANUFACTURER. 4,REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWING5 FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. a.HE,47DER SPAN CHART & MINIMUM WALL & HEADER STUD RECD. ARE STANDARD U.N.O ON FRAMING PLAN (o. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-1011 GUN NAILS OR 3-1201 HAND DRIVES 'm E,4. END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRUSS ,45 PER ,41=A REaUIREMENTS. BRACING LEGEND EXTERIOR GABLE TO BE BRACED UJ/2X4 BLOCKING 0 4'-0' O.C. 4 2X4 51'P #2 X -BRACING. REFER TO TYPIC DETAIL SHT5 FOR BRACING 1 REQUIREMENTS LLI -II - LL LL LL � �'�I I���� VIII II II II II II II II II II II II II II II II II II (2X6 sr� eXCK II II II II II I� II II II II �I II II =�Q FT`;1 x -- II II II II II II II II II II II II II II IIS _ _ 12 FT1 FTI _ - — — U"TRU55 TO (2)2X4'5- 4--(2) MTS -12 _FTI _ _M116TU S TO SLAB - — — 4— to FTI- - — — cy — — FTI II FTI — —�� -- FT1 TO (2)2>74'6_- (2) MT5-12 FT1 -STUDS TO SLAB — - — - — � NTT -4 = — FT1 — FT1E _. m- — FT4 — FT4 = FGT4 _ — FT44— �11° IIS - . — FT4A— � FT4A X (�I = FT4A = 1' D FT4A FT4A FT(r A 611 FGT4 — FT4 — HUC410 FT4 !� MI! . po�rl BLK COL, TO 1'-8" L/ (2) META -16 10 M, ull�� I ml =1 -1 L mm�� 111"I'L FASTEN 2X4 5YP 02 OR 5PF BEVEL CUT TO TRUSS TOP CHORD UJ/10d x 3' NAILS w b" O.C. STAGGERED NOTE: TRUSSES MARKED LU/AN ° REQUIRE UJE13 STIFFENERS FOR PERMANENT STRUCTURAL RE5TR,4INT OF INDIVIDUAL TRU55 MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAUJING5 FOR LOCATION, SIZE 4 REQUIRED FASTENERS. DENOTE RAT RUN 6 10'0/c MAX. _ = DENOTE 24 5TRONCGDA K s 10' O/c MAX. 1-4,�NCER TGA Bf=- l..l5E=iD (Simpson) or (U6p) 0A HUS26 Q HU526 Q HHU546 TH046 NOTE&: SECURE 2ND FLOOR STUDS TO FLOOR TRUSS UJ/ M5TA24 -6 48' D.C. (MAX) SECURE 2ND FLOOR STUDS TO FLOOR GIRDER UJ/ MST12 -8 32' O.C. (MAX) ( 2X12 BM TO &X& POST } (2) M5TA4 24 I •�� AAAA, I I���; SOUTHERN TRUSS 04/05/12 140 MPH/EXP.-B A R C H IT E C 1S GrDesign p .441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU 13DIV. 8c LOT: TUSCA PLACE NORTH LOT X28 PROJECT# 2108.009 MODEL: 2720 GARAGE SWING: LEFT PAGE: FLOOR FRAMING PLAN ELECT. ARCHITECT - STATE OF FLORIDA CANTWELL NO 12079 DATE: 04/27/12 SCALE: 1/4"=1'-0" SHEET 04 51 w to r- Z3 Ca N f__ w W � 0 p Q W Q � Z z � =3 E"q (P CV cw rte.. SU 13DIV. 8c LOT: TUSCA PLACE NORTH LOT X28 PROJECT# 2108.009 MODEL: 2720 GARAGE SWING: LEFT PAGE: FLOOR FRAMING PLAN ELECT. ARCHITECT - STATE OF FLORIDA CANTWELL NO 12079 DATE: 04/27/12 SCALE: 1/4"=1'-0" SHEET 04 51 HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON SIZE 7'-11 1/2" DES. UPLIFT GRAVITY FASTNER `r META -16 1450 (1) 10d x 1 1/2 1 -PLY/ (6) 16d 2 -PLY 0:� (2) META -16 1985 (10) 10d x 1 1/2 1 -PLY O 1900 (14) 16d 2 -PLY x 12 HETA-Ib 1810 (3) 10d x 1 1/2 I -PLY/ (6) 16d 2 -PLY 4 WETA-20 1810 (9) 10d x 1 1/2 I -PLY/ (8) 166 2 -PLY DBL 2 2035 (10) 106 x 1 1/2 1 -PLY D5L 2 (2) WETA-20 2500 (12) 16d 2 -PLY PBL 2 MGT + 3365 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12' EMBED), (22) 10d TO WOOD P5L 2 HGT-2 + 10980 (2) 3/4' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMMP), 06) 104 TO WOOD HGT-3 . 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD LTAI WO (12) 10d x 1-111' VGT 4940 (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD (2) VQAT O-FL'03-PLY) 118&/8890 (2) 5/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMI51317), (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 e24) 10d x 1 1/2 LSTA-12 ++ 925 (10) 10d LSTA-18 ++ 1295 (14) IOd to META -15 ++ 1315 (14) 10d CL MSTA-24 ++ 1640 (18) 10d M MSTA-30 2050 (22) lod U) MSTA-36 ++ 20510 (26) lod MSTI-36 38014 (36) 10d x 1 1/2 M571-48 50b5 (40) lod x 1 1/2 H6 950 (8) Sd TO PLATES, (B) 6d TO SCUDS SP4 885 (b) 10d x 1 0' TO STUDS A33 150 (4) 10d TO BEAM (4) 10d TO POST. HGP2 645 (6) 10d x 1-1/2' H10 -1 ABU 44 2200 66(05 0) 5/S' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG. (12) 16d t0 WOOD Ln ABU bb 2300 12000 (1) 5/5' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (12)164 TO WOOD Ct'- LTT19 .+. 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC„ W10d TO WOOD O TT2013 +•• 1625 !I) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' J IN CONC. (2) ' BOT TO WOOD = V Z 3610 HTT4 4235 (1) 5/S' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBEP.) IN CONC. (I5) 10d x 1 1/2' TO WOOD (1) 5/5'A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (IB) 16d x 2 1/2' TO WOOD 4350 (1) 5/0' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC. (26) 10d x 1 1/2' TO WOOD HTT5 4610 5090 (1) 5/8' A.T.R_ IN HIGH STRENGTH EPDXY, (MIN. 1' EME5M.) IN CONC_ (26) 10d TO WOOD /8' A. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC. 6) 16d x 2 1 TO WOOD HHDQII-SDS 25+ 11445 1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24)SPS 4' x A, U100D SCREWS HD1 6480 !1)1/S' A.B. IN HIGH STRENGTH EP0kY (MIN. 1' EMBED) IN CONC. (3) ' STUD BOLTS t0 WOW MBHA 3.56/11.25 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.t_R2 IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U_ FACE, 05)10d t0 BEAM L/1 W MSHA 5.50/11.25 3415 5330 (1) 3/4' A.T_R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U_ TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (15)0d TO }SEAM Z UC210-3 (WOOD 1810 4000 3140 (ROS) 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, (10) 10d t0 WOOD At 2 14UC410 (CMU) 1810 5055 18-1/4' x 2-3/4' TITEN ( 3 MR FLANGE) TO CMU (10) 10d TO WOOD HUC 210-3 1810 4000 le -1/4'x 2-3/4' TIT N t0 CMU ( 10) 10d TO WOOD HIGH STRENGTH EPDXY ■ SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. .+ 10d COMMON NAILS CAN 15E SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROvAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W 1- +++ MINIMUM EMBEDMENT INTO THE TOP OF A 15CND5EAM WILL ME 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' O A.T.R. ■ A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAILING SURE THAT THE PROPER CORROSION PROTECTION 15 USED. WHEN USING STAINLESS STEEL CONNECTOR$, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDC-) GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHOR& WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT)ENGIN1;ER OF RECORD PRIOR td USE. ALL CONNECTOR VALUES BASED ON SIMPSON `WOOD CONSTRUCTION CONNECTORS 0-2011' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -SAS -2009. HEADER SPAN CHART 1 BRACING LEGEND 1 EXTERIOR Ca,A5LE TO 5E ® 5RACEP W/2X4 BLOCKING 6 4'-0" D.G. 4 2X4 5'1'R 02 X-E5RACING. REFER TO TYPIC DETAIL 5HT5 FOR 5RACING REQUIREMENTS FASTEN 2X4 5YP 02 OR 5PF BEVEL CUT TO TRU55 TOP CHORD W/loci x 3" NAILS 6 h" O.G. STAGGERED NOTE: TRUSSES MARKED W/AN "* " REQUIRE WEC STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INP IvIPUAL TRUSS MEM 3ER5. REFER TO TRU55 MFR'5 SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. (Simpson) or (usp) HU82(o a HU52ro HHU54(o e THD49, DENOTE TRU55 WEB BRACE REQUIRED. _ ... _ DENOTE RAT RUN io 10'0/C MAX. _ • • • = DENOTE 5X6 STRONGBACK a 10'0/C MAX. MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SWAN (ft-) UP TO 5'-01 TO SINGLE STORY AFFLICATION SIZE 7'-11 1/2" CLEAR SPAN P51- 2 x (o UP TO 5'-4" DSL 2 x 8 5'-4" TO 1'-011 DBL 2 x 10 71-011 TO 101-0" DCL 2 x 12 101-01, AND OVER TWO STORY 4PF'LIG4TION DOWN 5T,41R5 SIZE CLEAR SPAN DBL 2 x ( UP TO 5'-0' D5L 2 x 8 E' -,a" TO (o'-4' PBL 2 x 10 G'-4" TO 8"-0" P5L 2 x 12 S' -O' AND OVER 1 BRACING LEGEND 1 EXTERIOR Ca,A5LE TO 5E ® 5RACEP W/2X4 BLOCKING 6 4'-0" D.G. 4 2X4 5'1'R 02 X-E5RACING. REFER TO TYPIC DETAIL 5HT5 FOR 5RACING REQUIREMENTS FASTEN 2X4 5YP 02 OR 5PF BEVEL CUT TO TRU55 TOP CHORD W/loci x 3" NAILS 6 h" O.G. STAGGERED NOTE: TRUSSES MARKED W/AN "* " REQUIRE WEC STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INP IvIPUAL TRUSS MEM 3ER5. REFER TO TRU55 MFR'5 SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. (Simpson) or (usp) HU82(o a HU52ro HHU54(o e THD49, DENOTE TRU55 WEB BRACE REQUIRED. _ ... _ DENOTE RAT RUN io 10'0/C MAX. _ • • • = DENOTE 5X6 STRONGBACK a 10'0/C MAX. MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SWAN (ft-) UP TO 5'-01 TO 8'-O" U.N.O. 4'-11 1/2" 7'-11 1/2" ANP UP NUMBER OF HEADER STUDS � SUPPORTING END OF HEADER 1 2 3 NUM5ER OF FULL LENGTH STUDS 0 u 2 z w z lu AT EACH END OF HEADER 1 3 2 x 12 tea / �-P) I/1C 11 OBJ' P NAIL (3) 124 -0 b" -S' O.G. TYP. 2x 1 2 BM, HDR. FRAM INr3 NOTES: 1. HURRICANE 5TRAP5 TO BE MANUFACTURED 5Y 51MF50N 5TRONG-TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.0: * TRU55 TO MA5ONRY/CON0R'ETE SHALL BE META -16 * FLOOR JOIST TO M450NR'i /CONCRETE SHALL BE HETA-1(o AT EACH END AND 32" ON CENTER ON J015T5 PARALLEL TO WALL. * TRU55 TO WOOD FRAMING &HALL 5E MTS -12 3.TRU55 TO TRU55 CONNECTIONS AND HANGERS &HALL BE DESIGNED AND SU:I=f=lLIED 5Y TRU55 MANUFACTURER. 4 -REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCIATION5, 1='ROF I L E, ,4ND SIZE OF ROOF/FL OOR TRUSSES. 5,HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REGI. ARE STANDARD U.N.O ON FRAMING f=LAN (o. MIN. 2X4 H11= GUT 15L.00KING SECURED W/3-100 GUN NAILS OR 3-1201 HAND DRIVES e EA. END. CUT F'ITCH 4 BEVEL TO FIT TIGHT TO TRU55 X45 PER ,41=4 REaUIREMENT5. IL It x ,!iill��Jggljq I ­ I I E -1-r— , 1 ^ /_± -I- n ♦ , , A r5�A_ -f- ELEVATION B OR C SOUTHERN TRUSS 04/05/12 140 MPH/EXP.-B A R C H I T E C TS Design rou p inc. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h � y a 44 64 0. 0 u p N QW z w z w z lu W (f7 Q > ul Q 5 m LL � o) .c'1 V � \ h h� SUBDIV. & ?AT: TUSCA PLACE NORTH LCAT X28 PROJECT# 2108.009 MODEL: „2"r 24» GARAGE. SWING: LEFT PAGE: ROOF FRAMING PLAN ELEV. >> B" ARCHITECT - .STATE OF FLORIDA e111 3 'fllf 7'd 12 PRINT DATE: 04,27/12 SCALE: 1/4"=1'-0" SHEET 7 oil5 - SYMBOL DEFINITION NOTES /I1 125v OUTLET 20 AMP SINGaLE POLE 1,,I,jI,1 2720 SQFT GENERAL LIGHTING X3 VA PER SQFT WATER HEAT. 11Ov OUTLET E� 3000 1 LAUNDRY CIRCUIT AT 1/2 OF OUTLET 1 5 110v OUTLET WIRED t0 A/C DISCONNECT 1 SWITCH T�, 1 TELEVISION EQUIPED WITH 1 DISPOSAL 110v OUTLET GROUND FAULT fNTERUPTER SUBTOTAL OF GENERAL LOAD [AFI FIRST 10 KVA OF GENERAL LOAD AT 100: (TAM R ISTANT REMAINDER OF GENERAL LOAD AT 407. 25BOO VA x .4 10344 4 WIRE 20344 4 220v OUTLET CONNECTION 2.5 EXTERIOR GROUND FAULT GFI WATERPROOF INTERRUPTER 5 OUTLET --- {�* SWITCH 20344 SWITCH 3 -WAY OPER. t24 SWITCH 4 -WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT PROOF VP LIGHT / RECESSED c.Oj CAN WALL SCONCE PREWIRE 1 CFM PER VENT. FAN SQ. FT. VENT. FAN 1 CFM PER W/L IGHT SQ. FT. 2' LIGHT STRIP — 4' LIGI-4T STRIP 4' RECESSED 2-151 WRAP ® FLUORESCENT AROUND LIGHT _ 2' FLUORESCENT 4' FLUOR.ESGENT 4' TRACK LIGHT PANEL METER �j SMOKE 15ATT.5ACK-UP DETECTOR W1 IIN RiR- BATT. BACK-UP MOUNTED W/ HARDWIRE S TEC INTER- D. DETECTOR CO ED BATT. BACK-UP CARBON W/ HARDWIRE MONOXIDE/ INT(Q� CONNECTED `9S/CO SMOKE DETECTOR SHALL BE A COMBO DISTANCE OF NOT LESS THEN 4" FROM WALL LIGHT NATURAL GAS OUTLET REQUIRED TO O3E SUPPRTED O J -BOX IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING CRICISM Is= REQUIRED TO FAN/L IGHT IBE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL El SECURITY KEYPAD n PUSH- FOR Pgy, BUTTON CHIMES NOTES: LOCATION OF TV JACKS 4 PHONE OUTLETS A FANS TO BE VERIFIED 6 HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HA1331TAPLE ROOMS TO BE ,ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI -m IaLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER D15CONNECT TO BE LOCKOUT IN PANEL BATHROOM EXAUST FAN To HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2010,RE6IDENTIAL CODE TABLE M1501.3) LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON 'FEEDERS WIRING METHOD 5HALL SE NON METALLIC CABLE AS N.E.C_ 200a ,ARTICLE 300.(1=3) (2) ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE OPT. COACH L IGHT I r ,OPTIONAL B ED"uoM�(�)COVEFIZED PATIO Er-_�'LECTRICAL PL OUTLET FOR MICRO, �.► III ME NOT TO SCALE. GENERAL NOTES: A. ELECTRIC L, 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 SERVICE. PROVIDE 3 02/0 COPPER (CU) IN 2" DIA SCHEDULE SPS PVC CONDUIT OR PROVIDE 3 #4/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. NEUTRAL CALCULATION_ LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA lw 100%, REMAINDER 1w 35% NET LOAD- &,949 VA RANGE: 12,000 IS 70ro 8,400 VA DRYER: 5,000 'S 10% 3500 VA TOTAL 18,849 VA NEUTRAL ,AMPACITY: 18,489 / 240 = -`S A #2 AL MINIMUM NEUTRAL CONDUCTOR. L REF. GF I TT 1 DINING ROOM I�LF_ _1 OPTIONAL DEN PROVIDE 3 2/0 CU, 1 04 CU GND 2" CONDUIT OR PROVIDE 3 4/0 AL, 1 04 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) COMBINATION SERVICE 200 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 200,4/2 MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT ------+- 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/a" DIA X 3 FT LONG COPPER CLAD GROUND ROD TELEPHONE HOUSE PLAN: 2720 MODEL . JACK LOAD INFORMATION VA 2720 SQFT GENERAL LIGHTING X3 VA PER SQFT WATER HEAT. 2 E� 3000 1 LAUNDRY CIRCUIT AT DISCONNECT 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN AIR. GOND. 1 A/C DISCONNECT 1 DISHWASHER T�, 1 TELEVISION 5000 1 DISPOSAL 500 JACK SUBTOTAL OF GENERAL LOAD REQUIRED TO O3E SUPPRTED O J -BOX IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING CRICISM Is= REQUIRED TO FAN/L IGHT IBE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL El SECURITY KEYPAD n PUSH- FOR Pgy, BUTTON CHIMES NOTES: LOCATION OF TV JACKS 4 PHONE OUTLETS A FANS TO BE VERIFIED 6 HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HA1331TAPLE ROOMS TO BE ,ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI -m IaLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER D15CONNECT TO BE LOCKOUT IN PANEL BATHROOM EXAUST FAN To HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2010,RE6IDENTIAL CODE TABLE M1501.3) LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON 'FEEDERS WIRING METHOD 5HALL SE NON METALLIC CABLE AS N.E.C_ 200a ,ARTICLE 300.(1=3) (2) ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE OPT. COACH L IGHT I r ,OPTIONAL B ED"uoM�(�)COVEFIZED PATIO Er-_�'LECTRICAL PL OUTLET FOR MICRO, �.► III ME NOT TO SCALE. GENERAL NOTES: A. ELECTRIC L, 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 SERVICE. PROVIDE 3 02/0 COPPER (CU) IN 2" DIA SCHEDULE SPS PVC CONDUIT OR PROVIDE 3 #4/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. NEUTRAL CALCULATION_ LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA lw 100%, REMAINDER 1w 35% NET LOAD- &,949 VA RANGE: 12,000 IS 70ro 8,400 VA DRYER: 5,000 'S 10% 3500 VA TOTAL 18,849 VA NEUTRAL ,AMPACITY: 18,489 / 240 = -`S A #2 AL MINIMUM NEUTRAL CONDUCTOR. L REF. GF I TT 1 DINING ROOM I�LF_ _1 OPTIONAL DEN PROVIDE 3 2/0 CU, 1 04 CU GND 2" CONDUIT OR PROVIDE 3 4/0 AL, 1 04 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) COMBINATION SERVICE 200 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 200,4/2 MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT ------+- 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/a" DIA X 3 FT LONG COPPER CLAD GROUND ROD 2 " VTR JIB. 21 3 _/ `\ 2 JC TR 3 2" 2111 2 W,4SHER TO MAIN NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. 2" VTR 2 �R I JI �� • 2 I �<LAV. LAV. OPT. I I SHWR. �- ,21 KITCHEN SINK W/ AUTO VENT PLUMBING RISE 1 A R C H I T E C T$ O/Design Groupinc. I1441 N. RONALD REAGAN BLV[ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC COS: E*= 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 4500 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 407. 25BOO VA x .4 10344 TOTAL NET GENERAL LOAD 20344 4 TON HEAT PUMP#1 28 AMPx 240 VA— 6720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= --- 10 KW ELECTRIC HEAT AT 859: 8500 5 KW ELECTRIC HEAT AT 857. --- NET GENERAL LOAD 20344 NET TOTAL HEAT 18220 TOTAL LOAD 33584 CALCULATED LOAD FOR SERVICE 33564 VA/240 V— 140 AMP 200 AMP SERVICE 2 " VTR JIB. 21 3 _/ `\ 2 JC TR 3 2" 2111 2 W,4SHER TO MAIN NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. 2" VTR 2 �R I JI �� • 2 I �<LAV. LAV. OPT. I I SHWR. �- ,21 KITCHEN SINK W/ AUTO VENT PLUMBING RISE 1 A R C H I T E C T$ O/Design Groupinc. I1441 N. RONALD REAGAN BLV[ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SusDly. &LcaT: TUSCA PLACE NORTH LOT #28 3PROJECT# 2108.009 MO DEL: 2720" GARAGE SWING: LEFT PAGE: PLUMBING RISER DIAD. & IST FL. ELEC. PLAN ARCHITECT - STATE OF FLORIDA �. a DAtt: 04/27/12 SCALE: 1/43$=l'-0$3 SHEET 0 o w qU W z v W civ SusDly. &LcaT: TUSCA PLACE NORTH LOT #28 3PROJECT# 2108.009 MO DEL: 2720" GARAGE SWING: LEFT PAGE: PLUMBING RISER DIAD. & IST FL. ELEC. PLAN ARCHITECT - STATE OF FLORIDA �. a DAtt: 04/27/12 SCALE: 1/43$=l'-0$3 SHEET 0 o ELEGTRIC,AL LEGEND 5YM50L DEFINITION NOTES � J 125v OUTLET 20 AMP SINGLE POLE 6 110V OUTLET 1/2 OF OUTLET 11OUTLET TO WIRED to z SWITCH EUIP110Y O OUTLET GtROUND FAIJL (TArrI WANT CxFI � WIRE flln ��JJ11 220V OUTLET CONNECTION WP EXTERIOR GROUND FAULT WATERPROOF NRr-UPTFR O to OUTLET (� Q � Y W OL z � Ll ltL SWITCH SWITCH 3 -WAY OPER. SWITCW 4 -WAY OPER. 4 WALL �1J MOUNTED LIGHT CEILING LIGHT VAPOR �0 PROOF G LIGHT /I RECESSED �0,,,i CAN WALL SCONCE PREWIRE I CFM PER VENT. FAN SQ. Ft. VENT. FAN 1 CFM PER W/LIGHT 80. FT. 2' LIGHT STRIP 4' LIGWT STRIP —� 4' RECESSED 2-5UL6 WRAP ® 'FLUORESCENT LIGHT AROUND 2' FLUORESCENT -- _ 4' FLUORESCENT 4' TRACK Or4WT ® PANEL METER SMOKE BATT. BACK-UP DETECTOR W/ H INTER- E:R_ RE WALL SATT. BACK-UP MOUNTED W/ HARDWIRE SM TOR INTER- SD. DETE CONNECTED SATT. BACK-UP CARBON W/ HARDWIRE 05/C0 MONOXIDE/ CONNECTED SMOKE DETECTOR SHALL BE A COMBO DISTANCE ISTAN �� SOT LESS r -ROM WALL PENDANT LIGHT NATURAL GAS 4 OUTLET TELEPHONE . JACK WATER HEAT. O ISCONNECT AIR. GOND. A/C DISCONNECT ElTELEVISION JACK REQUIRED TO BE SUPPORTED J O J-BOx IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING FAN/LIGHT CEILING 15OX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD L IGNT OPTIONAL KP SECURITY KEYPAD PUSH- FOR BUTTON CHIMES UT** LNOTES- ION OF Tv JACKS 8 FIHON)= 0UTI_i=T5 LOCATION 8 FANS TO 51E VERIFIED .0 HOMEOWNER PRE -CONSTRUCTION MEETING. 4,41-L RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 20 AMP p1=PICATED LAUNDRY CIRCUIT. * GFI * ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL 5ATHROOM i=XAU5T FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2010,RE51DENTIAL CODE TABLE M150-13) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUNP FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL BE NON METALLIC CABLE AS N.E.G. 2005 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE 0WNER9 S BATH A R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 sv3Bniv & LOT: TUSCA PLACE NORTH LCT #28 PROJECT# 2108.009 1 OI:)EL: "2720" 2f 20" GARAGE SWING: LEFT PAGE: 2ND FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA JAMES/°'C NTWELL Aom R , d 1079 ATgo DD1 Ia►: 04/27/12 SCALE: 1/4„-1'-0„ SHEET 9 ov_z__lT_-5 z O � w � O to D Q (� Q � Y W OL z � Ll ltL r- OL m cw E.. sv3Bniv & LOT: TUSCA PLACE NORTH LCT #28 PROJECT# 2108.009 1 OI:)EL: "2720" 2f 20" GARAGE SWING: LEFT PAGE: 2ND FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA JAMES/°'C NTWELL Aom R , d 1079 ATgo DD1 Ia►: 04/27/12 SCALE: 1/4„-1'-0„ SHEET 9 ov_z__lT_-5 LEGEND ® SUPPLY AIR DIFFUSER 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 THERMOSTAT ® PASS THROUGH ,AIR GRILL PT VERTICAL CHASE ,A/C SECURE STRAP TO UNIT SIMPSON WB CONC. W/ (2)-3/fro"X2" ROLL STRAP TAP -CONS OR EQUAL PLA SECURE STRAP TO CONC. $LA5 UNIT W/ (2) #Sxl 1/4 5HT MTL SCREWS ,4/C CONNECTION TO FAD D E fi,4 I L � Ic NOTE: ALL HvAG TO HAVE PROPER �_ PANS W/DRAINS ATTIC EXTERIOR WALL AIR � I HANDLE SUCTION ,AND LIQUID y REFRIGERANT LINES Aux. Drain Line $VAP. TRAY 3/4" PVC CONDENSATE DRAIN LINE —REFRIGERANT LINES TO CONDENSING UNIT — TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FLORIDA MECHANICAL BLDG. CODE 2010, 301.2.1 i 4VAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIRMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NDN -CONDITIONED AREAS SHALL BE CONSTRUCTED OFA VALUE OF NO LESS THEN R -(o RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER 2010 FLORIDA MECHANICAL BLDG. CODE SECTION 603 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA 50A 2-3.1 4. FRESH AIR INTAKES $HALL NOT BE LOCATED CL05ER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER 2010 FLORIDA MECHANICAL CODE SECTION 603 6. ENCL05ED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO 2010 FLORIDA MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH 2010 FLORIDA MECHANICAL CODE SECTION 403 S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT 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 2010 FLORIDA MECHANICAL CODE SECTION 601 10. GRILLS AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH D5F BOOSTER FAN OR EQUAL, L FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. 11­11� 11-1 llkll� 01", lilm W2 -'LAN IFLOOR1l D ,ALL BALANCING RETURNS ,ARE THROUGH WALL 4 OVER DOOR EXCEPT FOR MASTER BEDROOM A R C H I T E C T S 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 00 CEILING T y PLENUM— AR? AIR $urrLY RITUR EXTERIOR WALL AIR � I HANDLE SUCTION ,AND LIQUID y REFRIGERANT LINES Aux. Drain Line $VAP. TRAY 3/4" PVC CONDENSATE DRAIN LINE —REFRIGERANT LINES TO CONDENSING UNIT — TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FLORIDA MECHANICAL BLDG. CODE 2010, 301.2.1 i 4VAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIRMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NDN -CONDITIONED AREAS SHALL BE CONSTRUCTED OFA VALUE OF NO LESS THEN R -(o RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER 2010 FLORIDA MECHANICAL BLDG. CODE SECTION 603 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA 50A 2-3.1 4. FRESH AIR INTAKES $HALL NOT BE LOCATED CL05ER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER 2010 FLORIDA MECHANICAL CODE SECTION 603 6. ENCL05ED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO 2010 FLORIDA MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH 2010 FLORIDA MECHANICAL CODE SECTION 403 S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT 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 2010 FLORIDA MECHANICAL CODE SECTION 601 10. GRILLS AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH D5F BOOSTER FAN OR EQUAL, L FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. 11­11� 11-1 llkll� 01", lilm W2 -'LAN IFLOOR1l D ,ALL BALANCING RETURNS ,ARE THROUGH WALL 4 OVER DOOR EXCEPT FOR MASTER BEDROOM A R C H I T E C T S 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 SUE3DIV. & LAT: TUSCA PLACE NORTH LOT #28 PROJECT# 2108.009 MODEL: "2720" GARAGE SWING: LEFT PAGE: FIRST & SECOND FLOG MECHANICAL PLAITS ARCHITECT STATE OF FLORIDA A PR NO DATE: 04/2 12 SCAT 1/4"-1'_0„ SHEET 10 oF4 5 W Q � OLu � J Q k F LL p z @ A � m4�4 SUE3DIV. & LAT: TUSCA PLACE NORTH LOT #28 PROJECT# 2108.009 MODEL: "2720" GARAGE SWING: LEFT PAGE: FIRST & SECOND FLOG MECHANICAL PLAITS ARCHITECT STATE OF FLORIDA A PR NO DATE: 04/2 12 SCAT 1/4"-1'_0„ SHEET 10 oF4 5 DR HORTON HOMES SUBDIVISION: LOT -__ BLOCK.: -------------- void W3636 , uF6 , B42 UF6 i MODEL: 2720 GARAGE RIGHT MARCH 2010 PG of FEBRUARY 2011 MARCH 2011 —140" 38" 4" B42 *** 36" UPPERS *** *** NO TILT -OUTS *** *** NO SLIDE -OUTS *** to *** CROWN = STANDARD *** C4 CEILING HGT 8'- 8" co Z m J DOOR STYLE: L=21 BX PARTS: 1 - UF3 WD (REF) 1 - UF3 P 4 - UF342 P 3-UF6P 1 - UF642 P 1 - DWR3 1 - BCF27 3 - BTK8 PRT 3 - UM8 BLD 1 - UF3P 1 - FL36 (VOIDS) 5-CM8BLD m----------------- ------ -------------------------- ------------------- B18L UF342 ID - 15" fill N W3924 X 24 DP void R W3036 — :;`I STAGGER @ 96- 2720 KITCHEN 36 GR(03-07-11) W3636 SOI 4h All dimensions -size designations given are subject to verification on TIMBERLAKE' ++++++www+*wwwwwwww+++++wwwwwwwwww Designer: P. Nottbohm Designed: 03/07/11 Printed: 03/07/11 job site and adjustment to fit , ob 1111 This is an original designand must --------- -----__ - -'i (; not be released or copied unless applicable fee has been paid or jab F_N ------------------------_ Gd >.. ::. order placed. U O FLOORPLAN I Drawing 4: 1 Scale: 0 1/2" = 1' GARAGE RIGHT DWR3 MARCH 2010 OWNERS BATH PANTRY BY BUILD ,— — 56 +w*wrwww*www++++++w+wwwwwwww++++w 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 0: 1 Scale : 0 1/2" = 1' KITCHEN CABINET LAYOUT DR HORTON HOMES SUBDIVISION: LOT BLOCK: POWDER BATH CABINET LAY®UT MODEL: 2720 PGT of DR HORTON HOMES SUBDIVISION: LOT BLOCK: OPT. LAV. VSB6034H OWNER's BATH DOOR STYLE: L = 1 BX PARTS: 2-UF6 1 - BTK8 PRT 1 - UM8 BLD MODEL: 2720 PG of GARAGE RIGHT MARCH 2010 FEBRUARY 2011 MARCH 2011 *** POWDER BATH USES A PEDESTAL LAV *** 142" L = 1 BX 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, 2720BATHS -OPTIONS GR (03-07-1 +www++++++++++++*+++w++++ww+++++++ 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 4; 1 Scale : 0 1/2" = 1' 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 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 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 loo Ik Designed; 03/07/11 Designer: P. Nottbohm Printed: 03/07/t l 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 4: 1 Scale : 0 1/2" — 1 A R C H I T E C T S Design Groupine. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ^ti All dimensions -size designations given are subject to verification on TIMBERLAKE' ++++++www+*wwwwwwww+++++wwwwwwwwww Designer: P. Nottbohm Designed: 03/07/11 Printed: 03/07/11 job site and adjustment to fit , ob 1111 This is an original designand must conditions. (; not be released or copied unless applicable fee has been paid or jab >.. ::. order placed. U 2720 BATHS -OPTIONS GR (03-07-11) FLOORPLAN I Drawing 4: 1 Scale: 0 1/2" = 1' GARAGE RIGHT DR HORTON HOMES MARCH 2010 OWNERS BATH SUBDIVISION: FEBRUARY2MARCH 2011 011 CABINET LAYOUT LOT BLOCK: *** POWDER BATH USES A PEDESTAL LAV *** 142" L = 1 BX 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, 2720BATHS -OPTIONS GR (03-07-1 +www++++++++++++*+++w++++ww+++++++ 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 4; 1 Scale : 0 1/2" = 1' 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 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 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 loo Ik Designed; 03/07/11 Designer: P. Nottbohm Printed: 03/07/t l 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 4: 1 Scale : 0 1/2" — 1 A R C H I T E C T S Design Groupine. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ^ti wLU U lu L1 0 4 SUBDIV. LOT: TUS C A PLACE NORTH LOT X28 PROJECT# 2108.009 MODEL: "2720» GARAGE SWING: LEFT PAGE: CABINET LAYOUTS ARCHITECT - STATE OF FLORIDA CANTWELL NO 12079 DATE: 04/27/12 SCALE: 1/40$=V-0" S HElCT 10 O� 5 (1) 05 REBAR VERTICALLY W/ CONC. POUR CELL R-4.1 INSULATION z TEXTURED FINISH E IL 8' CMU 1/2' QYP. WL. MD. Gy'3 WOOD BASE o � 6 a .. 4' CONC., REINF. W/ 6'xb' MO WWM ON ° 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATMENT SHALL BE SORA -CARE Z� 0 �+ @' 41 (2) "5 REMAR ON CHAIRS 1 -STORY FOOTING D- W BLOCK WALL SCALE: 1/2'-1'-0` 4" GONG, REINF. W/ 6'xb' 610 WWM ON 6 -MIL POLY ETHYLENE VAPOR F H4' BARRIER ON WELL -COMPACTED CLE�ApN�gT,EERM,IgTE TREATEMENT SHALL BE N5 4!F ,, ORFN CHAIRS 4 THICKEN EDGE SCALE= 1/2'=1'-O" C m 4' CONC, REINF. W/ b'xb' 610 WWM ON 6 -MIL POLY ETHYLENE VAPOR 4Y 4Y BARRIER ON WELL -COMPACTED -1` CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE GARAGE STEP-UP 5 NON-BEARING SCALE: 12' =1'-0' GRADE F m Z d 'a ° 4" CONC,, RE INK W/ b'xb" 010 WWM ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL v &" 5. 4 5E P A -CARE g IE5AR ON CHAIRS CONET%ADL�� P POURED LINTEL CONT. (TYP.) ° a" CMU FILLED CELL (TYP,) 2X WALL 12RAMING l4) VX"I' ANCHOR BOLTS or (4M'X1' J -BOLTS MIN. 5' EMBEDMENT W/ 2'X2'XI/8" WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLINGS. (SLEEVED ANCHOR IN 501-10 POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 1��. BLOCK WALL CONNECTIQN SCALE: 12'=1'_0' (1) 05 REBAR SET INSIMPSON HIGH STf;sw*TH EPDXY 1 y ' EMBED. MM. 4' CONC, REINF. W/ 6'xb' "IO WWI1 ON d • ' ' 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE 5ORA-CAM TYP. RETROFIT FOR A OMITTED DOWELS SCALE: SECURE 5T_ PLATE TO BLK W/ }' ANCHOR BOLT W/ Z' WASHER T' EMBED. MIN. * 3Z' OC MAX. ACCONC_ REINF. W/ 6'xb' MO WW 1 ON 6 -MIL POLY ETHYLENE VAPOR z iu BBARRIER ON WELL -COMPACTED F y CLEAN TERMITE TREATEMENT SHALL 5E SORA -CARE (2) "5 IEBAR CN CHAIRS 1 -STORY FOOTING AT L. B.W. W UPLIFT SCALE: I/2' I' -D• STUDS Ib' O.C. MAX 5 112' 9 HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/' ANCHOR BOLT W/ 2' WASHER T" W EMBED- MIN. w 3Z" OG MAX. } 3e'41 4'GONG,REINF.W/b'xb'"IOW'WM ON b -MIL POLY ETHYLENE VAPOR BARRIER ON WELL-COMPAGTED CLEAN TERMITE TREATEMENT $HALL 5E BORA-CARE (2) 45 REBAR ON CHAIRS GARAGE STEP-UP 6 1 -STORY L.B.W. SCALE: 12'=1'-0' b, I" RECESS FOR SA'D. TRACK d) FINISH FLOOR w . ° a d 4 . ° a ° it � d •• d . a 1 � SLAB AT S.G.D. SCALE= 1"=1'-OY CAULK AND SEAL GAS LINE I J' PVC SLEEVE FOR GAS LINE 61 8' CMU DRYWALL WODD BASE ° .° d a •° a 4 .... GAS LINE THRU BLOCK 16 .$GALE+ SECURE PST. PLATE TO SLAM W/" ANCHOR BOLT W/ 2' WASHER 7' EMBED. MIN. * 32' OG MAX, ° " "— 4'CONC, REINF. W/ b'xb 1O WAl!"I ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT $HALL 4' 1'-(D' BE 5ORA-CARE (3) "5 REBAR ON CHAIRS 2 -STORY FOOTING AT L. I SCA LE: 1/2.B"=1' 5 1/2" * HEAD OF GARAGE VARIES WITH SLOPE SECURE 5T. PLATE TO $LAB W/• ANCHOR 1301-T W/ 2' WASHER T EMBED. MIN. * 32' OC MAX. u1 Lu ° 4" GONG, RE MF. W/ 6'xb' "IO W1M ON 6 -MIL POLY ETHYLENE VAPOR Z BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL O 4' b' 13E BORA-CARE 1i'8Y (3)'5 REBAR ON CHAIRS GARAGE STEP-UP �A 2 -STORY L.B.W. 5644 : 1/2' = I'-®' — RECESS FOR GARAGE DOOR 4" CONC., REINF. W/ b'xb" 410 WW1M ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (1) "6 REDAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: SECURE ST. PLATE TO SLAS W/ 1014:1 CUT NAILS/ MASONRY NAIL * 32' P.C. MAX U t,14-8- Y K4" CONIC-, REINF. W/ b`xb IO WIUI I ON C9 -MIL POLY ETHYLENE VAPOR BARRIER ON WIELL-COMPACTED CLEAN TERMITE TREATEMENT SHALL m U4'ME 5ORA-CARE (2)'"5 REMAR ON CHAIRS 1 -STORY FOOTING B AT L.B.W. W NO -UPLIFT SCALE: 12'.I'-& EXTENDED 5LAB 1 CURB HEIGHT VARIES 1/2' RECESS FOR SERVICE OR I a a F��Y►-�a '' a 4' CONC, REINF. W/ VW010 WWM ON °•,4 a• 6 -MIL POLY ETHYLENE VAPOR . BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE 15ORA-CARE (2) "b REDAR ON CHAIRS FO mu SLAB AT GARAGE ry SERVICE DOOR SCALE: 12' =1'-0" 1 � S]HOWER RECESS FOOTER SCALE= 1"®1'-0' (2) "5 REBAR ON CHAIRS 2 -STORY (3) "5 REMAR ON CHAIRS (1) 05 R155AR V1=RTICALLY W1 GONG. POUR CELL R-4.1 INSULATION 8' CMU 12' GYP. WL. 13D. WOOD BASE fl) 05 RE15AR VERTICALLY W/ CONC. POUR CELL ? 8' CMU 1: R w I Cuss HEIGHT VARIES 0 d• • as ap ° tl e 4' CONIC, REINF. W/ b'xb' "10 WWM ON (o -MIL POLY ETHYLENE VAPOR •° BARRIER ON WELL -COMPACTED ° CLEAN TERMITE TREATEMENT SHALL 5E BORA-CARE t!l 4' B' 4 lZ) S REBAR ON CHAIRS IXL) 1 -STORY FOOTING � AT GARAGE SCALE: 12"=1' _0Y TEXTURED FINISH 1 (1) 15 REE5AR VERTICALLY (1)'"a REBAR VERTICALLY W/ GONG. '�— POUR CELL R-4.1 INSULATION R-11 INSULATION MIN. PARIES MR ELEV. 1/2' GYP. WL. W. TEXTURI=D FINISH STUDS Ib' P.C. MAX F,Z�OT SECURE 5T. PLATE TO SLK W1" 8' GMU 1/2' GYP. WL. BD. 0 EMBED. MIN. * 32' OC MAX. w WOOD EASE TIE VERTICAL RE5AR F 1/2' CtYP- WL. MO- EGURE EST. PLATE t0 ISLK W/" . f— WOOD BASE ANCHOR BOLT W12' WASHER T' +� Il EME5ED. MIN. * 32' OG MAX. 0 °' a VARIES PER ELEV. I K1 77T °'A.. 'da • 4' CONC-, REINF. W/ 6'xb' 910 WU1M ON It ° 6 -MIL POLY ETHYLENE VAPOR 6Y /_Y 1Y Al V -1 T *tl 5ARRIER ON WELL -COMPACTED °'. v, 2 -STORY FOOTING A AT GARAGE SCALE: 1/2"=1'-r1' CLEAN TERMITE TREATEMENT SHALL ° a 5E BORA-CARE W w -d F in ,4Y 1 $Y 4Y (2)fbk REBAR ON CHAIRS � 1 -STORY FOOTING 3 W FRAME WALL SCALE: 0"=1'4)" fl) 05 RE15AR VERTICALLY W/ CONC. POUR CELL ? 8' CMU 1: R w I Cuss HEIGHT VARIES 0 d• • as ap ° tl e 4' CONIC, REINF. W/ b'xb' "10 WWM ON (o -MIL POLY ETHYLENE VAPOR •° BARRIER ON WELL -COMPACTED ° CLEAN TERMITE TREATEMENT SHALL 5E BORA-CARE t!l 4' B' 4 lZ) S REBAR ON CHAIRS IXL) 1 -STORY FOOTING � AT GARAGE SCALE: 12"=1' _0Y •4 tl 4" CONC., REINF. W1 6'xb' "10 UW ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED ° CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (3) "5 REBAR ON CHAIRS 2 -STORY FOOTING 9W BLOCK WALL TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BEAM :4 a F •tl. .. .d " . 'a as ° c F Q lU 4' GONC-, REINK W/ b'xb' "10 WWM ON a �. CLEANOUT REQUIRED tld =, 6 -MIL POLY ETHYLENE VAPOR FOR INSPECTION F lY BARRIER ON WELL -COMPACTED T I a CLEAN TERMITE TREATED FILL F ,. • • d (2) 05 REMAR A I -STORY (3)"5 RE15AR * 2 -STORY tl FOOTING , a . TIE RI(1) S /ERT. DQ=L TO HORIZONTAL NTALLiop bFVC CHASETHRU ' ''al2"FIN. F LR.A.. . LAF 'EP W/ BOND SEAM a OUTSIDE FMMAR TO BE (l) "B REBAR At CORNERS a a • • 'd.?' 1E5AR W/ e' HOCIG 4..r.. 'fir• �r ° ' ; CONTINUOUS W/ AP LAP MIN. e 'a d d IL F d 4" 8" [4-1 (2) 15 RE5AR ON CHAIRS m 4 • ' +' � 1,_d,Y Z -$TORY (3) "5 REBAR ON CHAIRS 2'-1' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL B REBAR LAP AT FOOTING c AT LINTEL CORNERS W BLOCK WALL E REINFORCING SCALE: 12"= I' -O' SCALE: 12'=1'-0' SCALE. 12' -1'-0• SCALE: 1/2'-1'-0' ALL ]EX'T°ERIO R IT70 0 r °7ER AT° F'I]L�TI 7HL L,AB' T°® �� MIN_ R�]C�O IJNDI `T'I TRB]EI� SOIL TEXTURED FINISH 1 (1) 15 REE5AR VERTICALLY (1)'"a REBAR VERTICALLY W/ GONG. '�— POUR CELL R-4.1 INSULATION STUDS 16' O.C. MAX PARIES MR ELEV. 1/2' GYP. WL. W. TEXTURI=D FINISH WOOD 15ASE F,Z�OT SECURE 5T. PLATE TO SLK W1" 8' GMU ANCHOR 60LT W/ 2' WASHER T" 0 EMBED. MIN. * 32' OC MAX. w b -MIL POLY ETHYLENE VAPOR TIE VERTICAL RE5AR F 1/2' CtYP- WL. MO- . f— WOOD BASE •4 tl 4" CONC., REINF. W1 6'xb' "10 UW ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED ° CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (3) "5 REBAR ON CHAIRS 2 -STORY FOOTING 9W BLOCK WALL TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BEAM :4 a F •tl. .. .d " . 'a as ° c F Q lU 4' GONC-, REINK W/ b'xb' "10 WWM ON a �. CLEANOUT REQUIRED tld =, 6 -MIL POLY ETHYLENE VAPOR FOR INSPECTION F lY BARRIER ON WELL -COMPACTED T I a CLEAN TERMITE TREATED FILL F ,. • • d (2) 05 REMAR A I -STORY (3)"5 RE15AR * 2 -STORY tl FOOTING , a . TIE RI(1) S /ERT. DQ=L TO HORIZONTAL NTALLiop bFVC CHASETHRU ' ''al2"FIN. F LR.A.. . LAF 'EP W/ BOND SEAM a OUTSIDE FMMAR TO BE (l) "B REBAR At CORNERS a a • • 'd.?' 1E5AR W/ e' HOCIG 4..r.. 'fir• �r ° ' ; CONTINUOUS W/ AP LAP MIN. e 'a d d IL F d 4" 8" [4-1 (2) 15 RE5AR ON CHAIRS m 4 • ' +' � 1,_d,Y Z -$TORY (3) "5 REBAR ON CHAIRS 2'-1' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL B REBAR LAP AT FOOTING c AT LINTEL CORNERS W BLOCK WALL E REINFORCING SCALE: 12"= I' -O' SCALE: 12'=1'-0' SCALE. 12' -1'-0• SCALE: 1/2'-1'-0' ALL ]EX'T°ERIO R IT70 0 r °7ER AT° F'I]L�TI 7HL L,AB' T°® �� MIN_ R�]C�O IJNDI `T'I TRB]EI� SOIL •' ° 4' CONC., REINF. W/ b'xb' 010 WILM ON e 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED °eCLEAN TERMITE TREATEMENT SHALL BORA-CARE F (3) '"5 RE5AR ON CHAIRS U 4' 6" 6' 4' 1' -8. 2 -STORY FOOTING 4_1�/FRar AME WALL TEXTURED FINISH 1 (1) 15 REE5AR VERTICALLY R-11 INSULATION MIN. STUDS 16' O.C. MAX PARIES MR ELEV. 1/2' GYP. WL. W. S' CMU WOOD 15ASE SECURE 5T. PLATE TO SLK W1" ANCHOR 60LT W/ 2' WASHER T" 0 EMBED. MIN. * 32' OC MAX. w b -MIL POLY ETHYLENE VAPOR TIE VERTICAL RE5AR F •' ° 4' CONC., REINF. W/ b'xb' 010 WILM ON e 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED °eCLEAN TERMITE TREATEMENT SHALL BORA-CARE F (3) '"5 RE5AR ON CHAIRS U 4' 6" 6' 4' 1' -8. 2 -STORY FOOTING 4_1�/FRar AME WALL ��1, NOT USED lY 1 (1) 15 REE5AR VERTICALLY W/ CONC, POUR CELL PARIES MR ELEV. /* S' CMU FW CURB HEIGHT VARIES w 4' CONC., REINF. W/ 6'xb' 010 UUM ON w b -MIL POLY ETHYLENE VAPOR TIE VERTICAL RE5AR F ISARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL HORIZONTAL 5E 50RA-CARE Il �TO REBAR W/ 10' HOOK °' a VARIES PER ELEV. (3) 05 RE5AR ON CHAIRS K1 a�40 It -p C 6Y /_Y 1Y Al V -1 T U 11_Y °'. v, 2 -STORY FOOTING A AT GARAGE SCALE: 1/2"=1'-r1' ��1, NOT USED lY HORIZONTAL/VERTICAL REINFORCING AT BEARING CHANGE BGALE: 12'=1'-0' A R C H I E C TS Design Group, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7741078 www.a bdesigngrou p.com AA #: 0003325 GROUTED BOND SEAM PARIES MR ELEV. /* w TIE VERTICAL RE5AR HORIZONTAL a �TO REBAR W/ 10' HOOK °' VARIES PER ELEV. a a ' GROUTED BOND BEAM °'. v, ° a W w -d a � CLEANOUT REQUIRED CD FOR INSPECTION n F d � 1 h e a a E. 0 0'-(A" FIN. FLR. a a '' o ° TIE VERTICAL REMAR' a ° ° •' e . °. •' • TO HORIZONTAL ° e REDAR W/ 8' HOOK a * a HORIZONTAL/VERTICAL REINFORCING AT BEARING CHANGE BGALE: 12'=1'-0' A R C H I E C TS Design Group, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7741078 www.a bdesigngrou p.com AA #: 0003325 SUBDIV. &LOT: TUS C A PLACE NORTH LOT #28 PROJECT# 2108.000 MODETA „2720" GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT - STATE OF FLORIDA NO 12079 DATE: 04/27/12 SCALE: 1/4"=1'- 0" w W w � CD n � E. 0 � Q � U (P Q � �1 Limr..fl SUBDIV. &LOT: TUS C A PLACE NORTH LOT #28 PROJECT# 2108.000 MODETA „2720" GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT - STATE OF FLORIDA NO 12079 DATE: 04/27/12 SCALE: 1/4"=1'- 0" PANEL ANCHOR SEALANT 3/S-EXPAN51ON STRIP--- FREE OF MORTAR PANEL ANCHOR — 1/4" EXP. BOLT TUJO PER ANCHOR UJALL FRAME SHOUN HERE -� FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN 5E CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND D PANEL ANCHOR STYLE CONSTRUCTION SECURE 2xS MIN. TO BLK W/ (2)Y' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. no SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (3) 1�"X8" J -BOLTS 4' EMBEDMENT MIN. W/ 2 `X2'XYa WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK w CENTER OF DOOR HEADER W/(I) �'X8" J -BOLTS 4' EMBEDMENT W/ 2'X2"Xr'e' WASHER AND NUT no GARAGE DOOR BUCK ATTACHMENT SCALE: 1/2'4-0' 8 NOT USED LINTEL PLATE — 3/5" EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO BE MIN. 1/2' DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS BLOCK NOTE: THI5 DIMENSION 15 DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOvE THE GLASS BLOCK, PANEL REINFORCING Q EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT .A,CRO55 EXPANSION JOINT5 GLA56 BLOCK POSITION (2) 1-1/4" 5-4 HEX UUASHER HEAD 1,UITH ANTI - CORR051 VE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE TYPE 5 OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL REINFORCING MORTAR ASPHALT EMULSION 1-3/4" X 20 GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END W/(2)1261 -SEA, UPRIGHT 2X4 SECURED TO GABLE ENG W/(2)12d b"-8" O.C. ,"—L-30 � GABLE BLOCKING TRUSS 2x4 BLOCKING -9 EA. RAFTER L-30 EA. RAFTER 4,. H2.5 EA. RAI=TER 2 x4 RAFTER 24' O.G. 2x4 FRAMING (TYP) FRAMED OVERHANG 4 N.T.S. 2X4 DBL TOP PLATE 2x4 METAL STUD 24' O.G. 1/2" DRY WALL 2X4 16' O.G. MAX 2X4 PT. ' BT. PLATE: 1/2' 45 W/ , . MIN. T EMBEDMENT 2' DIA. WASHER "; 32' O.C. MAX *5 RE5AR CONT. WO 0 D FRAME TO BLK, SCALE: I/2"=1'-0' SPARK ARREST PER MANUFACTURER 1X2 Pt. TOP OF BOX DBL. TOP PLATE — 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON O.S.B. SHEATHING OR CDX PLYWOOD PRE. ENG. TRUSS PLAN VIEW BIMP50N H-5 (MIN.) 0 2x4 TO TRUSS PRE. ENG. TRUSS 6P4 OR H-5 TOP PLATE TO STUDS 2'-0" ABY. 10'-0' LEVEL TO ROOF AOR 2'-O' A5v. HIGHEST RIDGE WITHIN 10'-0" SIMPSON, H-5 (MIN.) a 2X4 TO TRUSS C HIMNEY DETAILS SCALE: PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING* PLAN DOUBLE TOP PLATE CRIPPLE STUDS 16" O.C. MAX SIMPSON LSTA-12 a EA. JACK STUD, BOTH 31DE5+ OF OPENING. 2x STUDS -* 1(v" O.C. MAX W/ SHEATHING, SHEATHING TO BE WItHIN" 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 ANP SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY m A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12" O.G. STAGGERED 3P4 OR H5 a TOP AND BOTTOM PLATES a EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK I' - 4' MIN. FROM 2ND TYP. EXTERIOR WINDOW/ FLR. LINE. rJ DOOR OPENING WD FRAMED "-GALE: 1/2"-1'-0" NAIL -INCA' SCHEDUL_E ROOF D I APHRAGM USE -1/1(0' O.S.B. OR 1/2" CDX PLY WITH *8 RING SHANK GUN NAILS AT 4" O.C.AT SUPPORTED PANEL EDGES AND *S RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GA5LE END FRAME USE *8 GUN NAILS a 4' O.G. EXTERIOR SHEATHING USE 1/16" O.S.B. OR 1/2" PLY WITH 08 RING SHANK GUN NAILS AT Ga" O.C. AT PANEL SIDES AND *S RING SHANK GUN NAILS 4" O.G. TOP d BOTTOM PANEL AND *S RING SHANK GUN NAILS AT 6' O.G. AT INT1lRMEDIATE: SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEP7A5LE: FASTENER FROM ANY MANUFACTURER. N,4 f L RE QU I REMENT5 SIZE HEAD LENGTH DIA. TENSILE 5TR 8d ROUNDY10PINED 17/8" .113 1-10,000 OR T 10d ROUND,MODIFIED 21/8' .128 110,000 OR T ►' TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL d TOOL ASSOCIATION 10113 INCH NOMINAL SHANK DIAMEt1=R ROOF SHEATHING GA5L-E EN2 FRAM ING3 ii ■�����III ME Plq Map-lipm C-10MI911 • r ►' GA5L-E EN2 FRAM ING3 e • jo SECURE 2x TO BLOCK W/ (2) �&" TAPCONS OR DRIvE PIN (MIN SHANK SIZE .145) (MIN EMBED. 14.) o WITHIN S' OF EACH END AND 18' O.G. MAX M SPACING. O.6$. SHEATHING OR —f CDX PLYWOOD 2x4 BLOCKS ' CMu WALL ARCH WINDOW FRAME A SEC`I'lUN SCALE: 1/2' =1' -0" NOTE: TYF. EXT. SHEATHING ATTACHMENT FOR SHEAR d UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT OPENINGS • UN "L6 * 4'0 0 8 RfNG aµANK G Top BOTTOM EDGES e a zID Lu !Il H �0 PRE - TRUS MTS - 2x4 BTM. PLA' MTS_ 32" C PRE-����� TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16" O.G. 1/16' 05.8. 1/2' A.B. W/ MIN. rt' EMBEDMENT LOCATE 6'-5' FROM ENDS AND 32" O.C. MAX. TEXTURED FINISH META -16 8" CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 1/2"■ 1'-0' 2X4X4' SECURE TO TRUSS W/ 3-126 O.C. MAX TYP, 2X4 SECURE TO 2X4 BLK W/2 -12d - SECURE TO BLK W/ META -16 2' - 0" EXT: SCALE: C *8 RING SHANK GUN NAILS * 6' O.G. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) C*d 2' DECK SCREWS 6'-a' O.C. MAX a EDGES d 12' O.G. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND 15EYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' t4G S+UB-FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS Ell VICE PRE -ENG. TRUSS PBL. 2X TOP PLATE 1 2X BLOCKING TOP OF 2X STUD$ 16" O.C. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2X4 a TOP E BOTTOM CONT. HETA-lb SLK. WALL CONTINUOUS SHEATHING TO BEGIN AT TOP OF SLK, W/ 1/4' GAP FROM SLK. TO O.S.B. Q HORIZONTAL 2X O.P.F. STRUCTURAL BLOCKING AT PERIMETER OF D.S.B. TO PROvIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. SHEATHING v TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF I&' FROM SHEET BELOW 0 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 1 � EXT. WALL SHEATHING SCALE: I/2"=1' -Q1" rARCHITECTS Design G rO u p nG. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ii ■�����III Plq e • jo SECURE 2x TO BLOCK W/ (2) �&" TAPCONS OR DRIvE PIN (MIN SHANK SIZE .145) (MIN EMBED. 14.) o WITHIN S' OF EACH END AND 18' O.G. MAX M SPACING. O.6$. SHEATHING OR —f CDX PLYWOOD 2x4 BLOCKS ' CMu WALL ARCH WINDOW FRAME A SEC`I'lUN SCALE: 1/2' =1' -0" NOTE: TYF. EXT. SHEATHING ATTACHMENT FOR SHEAR d UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT OPENINGS • UN "L6 * 4'0 0 8 RfNG aµANK G Top BOTTOM EDGES e a zID Lu !Il H �0 PRE - TRUS MTS - 2x4 BTM. PLA' MTS_ 32" C PRE-����� TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16" O.G. 1/16' 05.8. 1/2' A.B. W/ MIN. rt' EMBEDMENT LOCATE 6'-5' FROM ENDS AND 32" O.C. MAX. TEXTURED FINISH META -16 8" CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 1/2"■ 1'-0' 2X4X4' SECURE TO TRUSS W/ 3-126 O.C. MAX TYP, 2X4 SECURE TO 2X4 BLK W/2 -12d - SECURE TO BLK W/ META -16 2' - 0" EXT: SCALE: C *8 RING SHANK GUN NAILS * 6' O.G. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) C*d 2' DECK SCREWS 6'-a' O.C. MAX a EDGES d 12' O.G. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND 15EYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' t4G S+UB-FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS Ell VICE PRE -ENG. TRUSS PBL. 2X TOP PLATE 1 2X BLOCKING TOP OF 2X STUD$ 16" O.C. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2X4 a TOP E BOTTOM CONT. HETA-lb SLK. WALL CONTINUOUS SHEATHING TO BEGIN AT TOP OF SLK, W/ 1/4' GAP FROM SLK. TO O.S.B. Q HORIZONTAL 2X O.P.F. STRUCTURAL BLOCKING AT PERIMETER OF D.S.B. TO PROvIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. SHEATHING v TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF I&' FROM SHEET BELOW 0 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 1 � EXT. WALL SHEATHING SCALE: I/2"=1' -Q1" rARCHITECTS Design G rO u p nG. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Su19DIV. & LAT. TUSCA PLACE NORTH LOT #28 PROJECT# 2108.009 MODEL: ry 2720" GARAGE SWING: LEFT PAGE: MIsc. DE`]C"AILS ARCHITECT= STATE OF FLORIDA NO 12079 114 wo PRINT DATE: 04/27/12 SCALE: 1/4"=1'-0" SHEET DO5 Plq C.7 U Ww I- -- < 0 a p q U (P Su19DIV. & LAT. TUSCA PLACE NORTH LOT #28 PROJECT# 2108.009 MODEL: ry 2720" GARAGE SWING: LEFT PAGE: MIsc. DE`]C"AILS ARCHITECT= STATE OF FLORIDA NO 12079 114 wo PRINT DATE: 04/27/12 SCALE: 1/4"=1'-0" SHEET DO5 FIBERGLASS SHINGLES OVER Ola FELT PAPER ON 0.5.5. SHEATHING OR �" CDX PLYWOOD SECURED PER NAILING SCHEDULE FRE -ENG TRUSS MTL_ DRIP EDGE 2x4 SUe-BAND VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRU55 PLAN 5/5" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY SEE ENERGY CODE FORMS :OR INSULATION R- VALUES. " GYPSUM BOARD OR 2" HIGH ►TRENGTH CLG. 5OARD :ONC. FILLED LINTEL BLK J/ (U 05 RE5AR CONTINUOUS 'REC,45T L INTEL 2-4.1 BATT. IN5UL. JINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 RE5AR VERTICALLY W/ CONC. POUR CELL lx2 P.T. FURRING STRIPS O.C. 8" CMU 1/2" GYP. WL. eD. WOOD 5145E 1- STORY BLOCK WALL SCALE: 3/4"=V-0" 7/16" O.S.5. OR2° CDX TYVEK 5UILDING WRAP FORT IF I C3FR 5LDG PAPER - GALv'D MTL. LATH -7/5" TEXTURED FIN 15H 10 WOOD a" TO Sal' MID WALL JEEP 5CREE1 all cMu �5/8" TEXTURED FINISa4 Am MASONRY WEEP SCREED DETAIL @? WOOD TO \BLOCK CONNECTION SCALE: 1 1/2"=1'-0" F15ERGLA66 SHINGLES OVER :45 FELT PAPER ON Ib" O.S_5. SHEATHING OR ? CDX PLYWOOD SECURED PER NAILING SCHEDULE P.T. 1x2 W/ MTL_ DRIP EDGE 2x4 5U5-15AND ALUM, SOFFIT STIFFSAGK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION.) 0.5.5. SHEATHING OR 2" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET DE-) -1/8" THICK, 3 COAT PORTLAND CEMENT PLASTER OvER EXPANDED GALV'D METAL LATH ON FORTIF15ER JUM50TEX GRADE "D" PAPER OVER TYvEK 5U ILD ING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED (SEE DETAIL 2) SECURE GABLE TO 2x(a P.T. PLATE W/ 126's S" O.G. MAX SECURE 2x(o PT. PLATE TO SLK W/ 2"xg" ANCHOR SOL.T W/ 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY I" EM5ED. MIN. e 32 " OC MAX, s/a" THICK, 3 COAT PORTLAND CEMENT PLA5TER APPLIED DIRECTLY TO MASONRY 2X4: CM SECURE TO BLOCK W/ kt.' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1)4") WITHIN a' OF EACH END 4 - IS' P.C. MAX SPACING. 2x&: SECURE TO 5LOCK W/2 TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT I Y4') WITHIN S' OF EACH END 4 IS' P.C. MAX SPACING. 2xa: SECURE TO 5LOCK W/2-%' TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1)/4') WITHIN S' OF EACH EN IS' O.G. MAX SPACING. SCALE: 1' -1' - V In a' CMU �' DRYWALL I'X4' OR I'X2' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1/2" SCALE. V=V -0' 1 -STORY GABLE BLOCK WALL 1A __ SCALE: 3/4"=V-0" 2X4: CM SECURE TO ESLOCK W/ 31(e," TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPAC ING. 2xb: SECURE TO BLOCK W/2 -%- TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EM5EDMENT 1 Y4") WITHIN S' OF EACH END 4 IS' O.C. MAX SPAC ING. 2X8: SECURE TO BLOCK W/2 -k&' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EM5EDMENT 1 Y4') WITHIN a' OF EACH END 15' O.G. MAX SPAC ING. 4 BLOCKING BETWEEN :1_155E5 AT 4'-0" O.G. (AT BATHING SEAMS) :%'E -ENG GABLE TRU55 4 NAILER )NT. 2x4 RAT RUN SECURED (2)126's e EACH TRUSS 5E IN5TALLI=D s MID. )INT OF TRU55 5PAN, OR 1-01, O.C_ MAX. E ENERGY CODE FORMS R INSULATION R-VALUES- sYPSUM SOAR D OR° �H STRENGTH CLG. )ARD )NC. FILLED LINTEL SLK (1) *5 R'EE3AR CONTINUOUS 4.1 BATT. IN5UL. :EC,45T LINTEL NDOW ATTACHMENT AS =_R MANUFACTURES �ECIFICATION5 'ECAST 51LL *5 RE5AR VERTICALLY CONC. POUR CELL ' P.T. FURRING 5TRI PS Ido" O.C. CMU CYP. WL. 5D. )OD 5ABE FIBERGLASS SHINGLES OVER #15 FELT PAPER ON -1 O.S.S. 5HE ATH ING OR " CDX PLYWOOD SECURED PER NAILING SCHEDULE MTL. DMP EDGE 2x4 5U5-5,4ND ALUM. SOFFIT 5TIFF5ACK AT ALL UPRIGHTS OVER 4' -loll HIGH (SEE SEALED ENG. FOR 51ZE 4 CONDITION.) ' 0.5.5. SHEATHING OR CDX PLYWOOD_ ATTACHEZ PER NAILING SCHEDULE O' SHEET D 1/5" THICK, 3 COA PORTLAND GEMENT PLASTFf OVER EXPANDED GALV'I METAL LATH ON FOR.TIF15Ef JUM130TEX GRADE "D" PAPEf OVER TYVEK BUILDING WRAI (REFER TO STUCCO SPEC :OR COMPLETE INFORMATIO>s WEEP 5GREEI (SEE DETAIL 2 SECURE GABLE TO 2x(o P: PLATE W/ 126's 5" O.C. MA; SECURE 2x(b PT. PLATE T< 3LK W/ �"x9" ANCHOR E30LT u 2" WA5HER SET IN SIMPSO HIGH STRENGTH EPDXY - EMBED. MIN. @ 32" OC MA> s/a" THICK, 3 GOAI PORTLAND CEMENT PLASTER APPLIED DIRECTLY TC MA50NRT 1 -STORY GABLE W/ VAULT CLG. BLOCK WALL 11D SCALE: 3/4'=V-0" F BLOCKING BETWEEN ,155E5 4' -0" O.C. (AT ATHING 5EAMS) I.E -ENG G,45LE TRU55 ANT. 2x4 RAT RUN SECURED W/ ( 2 's Q EACH TRUSS BE INSTALLED e MID. POINT OF 155 SPAN, OR 101-01, O.G_ MAX. :F FNFRGY CODE FORMS )R INSULATION R -VALUES. GYPSUM F50ARD OR ° fiH STRENGTH CLG. BARD 4 NAILER .4 gD 24" O.C. e INTERIOR IEE WALL SNC. FILLED LINTEL 5LK (1) 05 REBAR CONT INUOU5 RECAST LINTEL NZ -,)CW ATTACHMENT ,45 =R MANUFACTURES SEC IFICAT IONS RECAST SILL 5 RE5AR VERTICALLY CONC. POUR CELL ? P.T. FURRING STRIPS O.C. CMU . GYP. WL, BD. )OD BASE 2X4: ® 2X4: CM SECURE t0 k3LOCK W/ 3/ft,' SECURE TO BLOCK W/Y4" TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 MIN. EMBEDMENT 1 Y4"J LF WITHIN a' OF EACH END 4 WITHIN a' OF EACH END 4 15" O.C. MAX SPACING. 15' O.C. MAX SPACING. 2X(a: ® 2XS` ® NOTE: STRUCTURAL 2X MUST NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -3%k' SECURE TO 5LOCK W/1-1/4' ISE ON OUTSIDE 4 SECURED 5E ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH NON-STRUCTURAL THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 3�{, ' TAPCON MIN_ 1Y4' MIN, HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 3EMBEDMENT INTO BLOCK. 00 ETAPCON MIN. 1-Y4" EM5EDMENT INTO 5LOCK. MIN. EMBEDMENT 1 Y4') 3fb' TAPCON MIN. 1 Y4' MIN. r=m5EDMENT 1 Y4')M FLY WITHIN 5' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN S' OF EACH END 4 DRYWALL 15" O.G. MAX SPACING. 18" O.C. MAX SPACING, 8 CMU 5" CMU" DRYWALL 2x8: ® 2X8: 1'X4" OR 1"X2" P.T. NAILER "I SECURE TO I LOCK W/2-3,f� YZ" DRYWALL " SECURE TO BLOCK W/1-1/4' I'X4' OR 1"X2' P.T. NAILER O.S.B. X 4' MIN. TAPCONS OR DRIVE PIN I X4 OR 1X2 P.T. NAILER TAPCON5 OR DRIVE PINS" 0.5.5. X 4' MIN. ITCE DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK 51ZE .145 DOOR CASINGS MIN. HEAD SIZE 32)0 MIN. HEAD SIZE 3(D0 �� DOOR JAMB OR WINDOW MIN. EEAD SIZE NT 1 0 DOOR JAMS OR WINDOW MIN. EMBEDMENT I Y4'J ATTACH TO 2X PER ATTACH TO 2X PER DOOR JAMB OR WINDOW MANUFACTURES DETAILS. WITHIN 5' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 5' OF EACH END 4 ATTACH TO 2X PER IS" O.G. MAX SPACING. 18" O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMES JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15/16" 2X4: CED SECURE TO BLOCK W/ TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EM5EDMENT 1 Y4") WITHIN S' OF EACH ENT 18' O.C. MAX SPAC ING. 2x&: Immi SECURE TO BLOCK W/ TAPCONS OR DRIVE F (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EM5EDMENT 1 Y4') WITHIN S' OF EACH ENI 18' O.G. MAX SPACING. 2XS: SECURE TO BLOCK W/ TAPCON5 OR DRIVE P (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH ENI 18' O.C. MAX SPAC G. SCALE. I' -V-0' NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 31fr,' TAPGON MIN. I Y4" EMBEDMENT INTO 5LOCK. a' CMU !y' DRYWALL 1'X4' OR 1'X2' P.T. NAILER P P.T. X 4' MIN. DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 1,,/4" WINDOW TO BLOCK +2 1/4" SCALE. 1'4-0' NOTE: SHIM AS NEEDED TO PLUM1=3 JAMES (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" SCALE: 1"-1'-0' 2X4: SECURE TO BLOCK W/ 3iW6" TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4') - WITHIN 5' OF EACH END 4 18" O.G. MAX SPACING. 2x&: SECURE t0 BLOCK W/2- TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EM1 5EDMENT 1 Y49 WITHIN VOP EACH END 4 la" O.C. MAX SPACING. 2XS: SECURE TO 5LOCK W/2-3/%' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EM5EDMENT I Y4'J WITHIN 5' OF EACH ENP 4 IS" O.C. MAX SPACING. I V I NOTE: STRUCTURAL 2X MUST 5E ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/(6' TAPCON MIN, I -Y4' EMi3EDMENT INTO 13LOCK. 5' CMU (�' DRYWALL 1'X4' OR I'X2' P.T. NAILER 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2)12d WITHIN 5' OF EACH END 4 6' TO 8" O.G. MAX DOOR CASING POOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM A5 NEEDED TO PLUM5 JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" SCALE. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED )/4") DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" SCALE: 2X4: CK SECURE TO 5LOCK W/Y4' TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 LF MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y41) WITHIN 5' OF EACH END 4 IS, O.C. MAX SPACING. 2XS:[�Kj SECURE TO BLOCK W/1-1/4' El TAPCON5 OR DRIVE PIN s' CMU (MIN. SHANK SIZE .145 )6' DRYWALL MIN. HEAD SIZE .300 I'X4' OR I'X2" P.T. NAILER MIN. EM15EDMENT I Y4') 1x4 P.T. OR %'X4" MIN. SECURE 11 THRU FRAME 4 EXTEND 1-)4' 1S' O.C. MAX SPACING. INTO 5LOCK W/ 3A&' TAPCON5 2xa: ®' OR DRIVE PIN SECURE TO 5LOCK W/ (MIN. SHANK SIZE .145 HEAD SIZE 300 TAPCONS OR DRIVE P MIN. EMBEDMENT I -Y4' 4LMIN. WITHIN 8" OF EACH END 4 15' MIN. HEAD SIZE 300 O.G. MAX SPAC ING MIN. EME5EDMENT I Y4') DOOR CASING WITHIN a' OF EACH EN DOOR JAMS OR WINDOW IS' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM A5 NEEDED TO PLUMS JAMS (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3/4 OR +5/4 2X4: CM SECURE TO BLOCK W/ kt.' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1)4") WITHIN a' OF EACH END 4 - IS' P.C. MAX SPACING. 2x&: SECURE TO 5LOCK W/2 TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT I Y4') WITHIN S' OF EACH END 4 IS' P.C. MAX SPACING. 2xa: SECURE TO 5LOCK W/2-%' TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1)/4') WITHIN S' OF EACH EN IS' O.G. MAX SPACING. SCALE: 1' -1' - V In a' CMU �' DRYWALL I'X4' OR I'X2' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1/2" SCALE. V=V -0' 1 -STORY GABLE BLOCK WALL 1A __ SCALE: 3/4"=V-0" 2X4: CM SECURE TO ESLOCK W/ 31(e," TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPAC ING. 2xb: SECURE TO BLOCK W/2 -%- TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EM5EDMENT 1 Y4") WITHIN S' OF EACH END 4 IS' O.C. MAX SPAC ING. 2X8: SECURE TO BLOCK W/2 -k&' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EM5EDMENT 1 Y4') WITHIN a' OF EACH END 15' O.G. MAX SPAC ING. 4 BLOCKING BETWEEN :1_155E5 AT 4'-0" O.G. (AT BATHING SEAMS) :%'E -ENG GABLE TRU55 4 NAILER )NT. 2x4 RAT RUN SECURED (2)126's e EACH TRUSS 5E IN5TALLI=D s MID. )INT OF TRU55 5PAN, OR 1-01, O.C_ MAX. E ENERGY CODE FORMS R INSULATION R-VALUES- sYPSUM SOAR D OR° �H STRENGTH CLG. )ARD )NC. FILLED LINTEL SLK (1) *5 R'EE3AR CONTINUOUS 4.1 BATT. IN5UL. :EC,45T LINTEL NDOW ATTACHMENT AS =_R MANUFACTURES �ECIFICATION5 'ECAST 51LL *5 RE5AR VERTICALLY CONC. POUR CELL ' P.T. FURRING 5TRI PS Ido" O.C. CMU CYP. WL. 5D. )OD 5ABE FIBERGLASS SHINGLES OVER #15 FELT PAPER ON -1 O.S.S. 5HE ATH ING OR " CDX PLYWOOD SECURED PER NAILING SCHEDULE MTL. DMP EDGE 2x4 5U5-5,4ND ALUM. SOFFIT 5TIFF5ACK AT ALL UPRIGHTS OVER 4' -loll HIGH (SEE SEALED ENG. FOR 51ZE 4 CONDITION.) ' 0.5.5. SHEATHING OR CDX PLYWOOD_ ATTACHEZ PER NAILING SCHEDULE O' SHEET D 1/5" THICK, 3 COA PORTLAND GEMENT PLASTFf OVER EXPANDED GALV'I METAL LATH ON FOR.TIF15Ef JUM130TEX GRADE "D" PAPEf OVER TYVEK BUILDING WRAI (REFER TO STUCCO SPEC :OR COMPLETE INFORMATIO>s WEEP 5GREEI (SEE DETAIL 2 SECURE GABLE TO 2x(o P: PLATE W/ 126's 5" O.C. MA; SECURE 2x(b PT. PLATE T< 3LK W/ �"x9" ANCHOR E30LT u 2" WA5HER SET IN SIMPSO HIGH STRENGTH EPDXY - EMBED. MIN. @ 32" OC MA> s/a" THICK, 3 GOAI PORTLAND CEMENT PLASTER APPLIED DIRECTLY TC MA50NRT 1 -STORY GABLE W/ VAULT CLG. BLOCK WALL 11D SCALE: 3/4'=V-0" F BLOCKING BETWEEN ,155E5 4' -0" O.C. (AT ATHING 5EAMS) I.E -ENG G,45LE TRU55 ANT. 2x4 RAT RUN SECURED W/ ( 2 's Q EACH TRUSS BE INSTALLED e MID. POINT OF 155 SPAN, OR 101-01, O.G_ MAX. :F FNFRGY CODE FORMS )R INSULATION R -VALUES. GYPSUM F50ARD OR ° fiH STRENGTH CLG. BARD 4 NAILER .4 gD 24" O.C. e INTERIOR IEE WALL SNC. FILLED LINTEL 5LK (1) 05 REBAR CONT INUOU5 RECAST LINTEL NZ -,)CW ATTACHMENT ,45 =R MANUFACTURES SEC IFICAT IONS RECAST SILL 5 RE5AR VERTICALLY CONC. POUR CELL ? P.T. FURRING STRIPS O.C. CMU . GYP. WL, BD. )OD BASE 2X4: ® 2X4: CM SECURE t0 k3LOCK W/ 3/ft,' SECURE TO BLOCK W/Y4" TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 MIN. EMBEDMENT 1 Y4"J LF WITHIN a' OF EACH END 4 WITHIN a' OF EACH END 4 15" O.C. MAX SPACING. 15' O.C. MAX SPACING. 2X(a: ® 2XS` ® NOTE: STRUCTURAL 2X MUST NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -3%k' SECURE TO 5LOCK W/1-1/4' ISE ON OUTSIDE 4 SECURED 5E ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH NON-STRUCTURAL THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 3�{, ' TAPCON MIN_ 1Y4' MIN, HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 3EMBEDMENT INTO BLOCK. 00 ETAPCON MIN. 1-Y4" EM5EDMENT INTO 5LOCK. MIN. EMBEDMENT 1 Y4') 3fb' TAPCON MIN. 1 Y4' MIN. r=m5EDMENT 1 Y4')M FLY WITHIN 5' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN S' OF EACH END 4 DRYWALL 15" O.G. MAX SPACING. 18" O.C. MAX SPACING, 8 CMU 5" CMU" DRYWALL 2x8: ® 2X8: 1'X4" OR 1"X2" P.T. NAILER "I SECURE TO I LOCK W/2-3,f� YZ" DRYWALL " SECURE TO BLOCK W/1-1/4' I'X4' OR 1"X2' P.T. NAILER O.S.B. X 4' MIN. TAPCONS OR DRIVE PIN I X4 OR 1X2 P.T. NAILER TAPCON5 OR DRIVE PINS" 0.5.5. X 4' MIN. ITCE DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK 51ZE .145 DOOR CASINGS MIN. HEAD SIZE 32)0 MIN. HEAD SIZE 3(D0 �� DOOR JAMB OR WINDOW MIN. EEAD SIZE NT 1 0 DOOR JAMS OR WINDOW MIN. EMBEDMENT I Y4'J ATTACH TO 2X PER ATTACH TO 2X PER DOOR JAMB OR WINDOW MANUFACTURES DETAILS. WITHIN 5' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 5' OF EACH END 4 ATTACH TO 2X PER IS" O.G. MAX SPACING. 18" O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMES JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15/16" 2X4: CED SECURE TO BLOCK W/ TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EM5EDMENT 1 Y4") WITHIN S' OF EACH ENT 18' O.C. MAX SPAC ING. 2x&: Immi SECURE TO BLOCK W/ TAPCONS OR DRIVE F (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EM5EDMENT 1 Y4') WITHIN S' OF EACH ENI 18' O.G. MAX SPACING. 2XS: SECURE TO BLOCK W/ TAPCON5 OR DRIVE P (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH ENI 18' O.C. MAX SPAC G. SCALE. I' -V-0' NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 31fr,' TAPGON MIN. I Y4" EMBEDMENT INTO 5LOCK. a' CMU !y' DRYWALL 1'X4' OR 1'X2' P.T. NAILER P P.T. X 4' MIN. DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 1,,/4" WINDOW TO BLOCK +2 1/4" SCALE. 1'4-0' NOTE: SHIM AS NEEDED TO PLUM1=3 JAMES (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" SCALE: 1"-1'-0' 2X4: SECURE TO BLOCK W/ 3iW6" TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4') - WITHIN 5' OF EACH END 4 18" O.G. MAX SPACING. 2x&: SECURE t0 BLOCK W/2- TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EM1 5EDMENT 1 Y49 WITHIN VOP EACH END 4 la" O.C. MAX SPACING. 2XS: SECURE TO 5LOCK W/2-3/%' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EM5EDMENT I Y4'J WITHIN 5' OF EACH ENP 4 IS" O.C. MAX SPACING. I V I NOTE: STRUCTURAL 2X MUST 5E ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/(6' TAPCON MIN, I -Y4' EMi3EDMENT INTO 13LOCK. 5' CMU (�' DRYWALL 1'X4' OR I'X2' P.T. NAILER 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2)12d WITHIN 5' OF EACH END 4 6' TO 8" O.G. MAX DOOR CASING POOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM A5 NEEDED TO PLUM5 JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" SCALE. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED )/4") DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" SCALE: 2X4: CK SECURE TO 5LOCK W/Y4' TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 LF MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y41) WITHIN 5' OF EACH END 4 IS, O.C. MAX SPACING. 2XS:[�Kj SECURE TO BLOCK W/1-1/4' El TAPCON5 OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 5E ON OUTSIDE 4 SECURED MIN. HEAD SIZE .300 THROUGH NON-STRUCTURAL MIN. EM15EDMENT I Y4') Wj.' TAPCON MIN. I Y4" WITHIN S' OF EACH ENjNI EM5EDMENT INTO BLOCK. 1S' O.C. MAX SPACING. a` CMU 2xa: ®' DRYWALL SECURE TO 5LOCK W/ TAPCONS OR DRIVE P 1'X4' OR 1`x2" P.T. NAILER (MIN. SHANK SIZE .145 1' P.T. X 4' MIN. (DOOR MIN. HEAD SIZE 300 DOOR CASING MIN. EME5EDMENT I Y4') WITHIN a' OF EACH EN JAMB OR WINDOW IS' O.C. MAX SPACING. ATTACH TO 2k PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +3 3/4" WINDOW TQ BLQCK +3 3/4 A R C HIT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVHDIV. LOT: TUSCA PLACE NORTH LUT #28 PROJECT# 2105.009 MODEL.- 2720 ODEL:2720 GARAGE SWING: LEFT PAGE: MONOLITHIC I- STORY WALL SECTIONS & NOTES ARCHITECT - STATE OF FLORIDA NO 12079 PRINT DATE: 04/27/12 SCALE: 1/4"-1'-0" -�r w w w d D , p U 1") o q V w m SVHDIV. LOT: TUSCA PLACE NORTH LUT #28 PROJECT# 2105.009 MODEL.- 2720 ODEL:2720 GARAGE SWING: LEFT PAGE: MONOLITHIC I- STORY WALL SECTIONS & NOTES ARCHITECT - STATE OF FLORIDA NO 12079 PRINT DATE: 04/27/12 SCALE: 1/4"-1'-0" -�r FI5ERGLA55 5HINGLE5 OVER 015 FELT PAPER ON "" 0.5.5. SHEATHING OR 211 CDX PLYWOOD SECURED PER NAILING SCHEDULE PRE - ENG TRU55 MTL. DRIP EDGE 2x4 SUB -BAND VENTED ALUM. 5OFF I T DOULLE TOE' PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS 1 ro 0.5.5. SHEATHING /..)= 211 CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5. 7/a" THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER; JUM50TEX GRADE IID" P,4PER OVER TYVEK BUILDING WRAP (REFER TO 5TUCCO 51=1EC5 FOR COMPLETE IN=ORMAT ION) NOTE: SHEATHING MUST NOT BREAK 1' - 0" MIN. FROM 2ND FLR LINE 2x4 CONT. e TOP AND 5T. OF FLR TRU55 (TOP 2x4 SUPPORTS 5T PLATE OF 2ND FLR, BT. 2x4 15 FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRA VERIF f' W/ TRU55 ELAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MA50NRY 2—STORY FIRST FLOOR BLOCK SECOND P LOOR FRAME SCALE- 3/4"=V-011 /411=11-011 SEE ENERGY CODE FORMS OR INSULATION R -VALUES. GYPSUM BOARD OR 211 41GH STRENGTH GLG. 3OAR'D 'WIST STRAP VERU -Y WI 'RU55 ELAN UINDOW ATTACHMENT AS SER MANUFACTURES SPECIFICATIONS UINDOW SILL ?x STUDS 6 Ib" O.C. MAX W/ ;R-11 BATT. INSUL. MIN. "' T 4 G 6U5FL0OR GLUED 4ND NAILED AS PER ,1AILINCA SCHEDULE ARE -ENCS FLOOR TRUSS ' INSTALL PER MFG. SPECS.) " GYP6UM BOARD OR 2° HIGH STRENGTH CLG. BOARD :ONC. FILLED LINTEL BLK, JJ/ (1) 05 RE514R? CONT INUOU R-4.1 BATT. IN5UL. PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFIGATIONS PR;EC,45T SILL (1) #5 RE5AR VERTICALLY W/ LONG. POUR CELL 1x2 P.T. FURRING STRIPS Q 1a" O.G. all CMU 1/2" GYP, WL. 5D, WOOD BASE F1 ERGLA55 5HINGLE5 OVER 015 FELT PAPER ON 7/1(o" 0.5.5. SHEATHING OR 2' CDX PLYWOOD SECURED PER NAILING SCHEDULE MTL. DRIP EDGE 2x4 5U5 -BAND - ALUM. SOFFIT - 5TIFFBACK AT ALL UPRIGHTS OVER 41-1011 HIGH (SEE SEALED ENG. FOR 51ZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ "x(o" THR.0 - BOLTS a 3211 O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 126'6 S" O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/ 5(MP50N HTG4 a 24" O.C. MAX WINDOOW HEADER 51ZE VARIES PER WINDOW OPENING SEE HEADER SAN CHART FOR DETAILS 0.5.5. SHEATHING OR "' CDX PLYWOOD. ATTACHED PER NAILING 5CHEDULE ON SHEET D5 7/a11 THICK, 3 GOAT PORTLAND CEMENT PLA5TER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE IID" PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 11-,011 MIN. FROM 2ND FLR LINE 2x4 CONT. e TOP AND BT. OF FLR TRUSS (TOP 2x4 SUP'POR'TS BT PLATE OF 2ND FLR, BT. 2x4 18 FOR WALL SHEATHING NAILER) WEEP 5CR;EED (SEE DETAIL 2,4) EMBED. STRAP VERIFY W/ TRU55 PLAN 5/8" THICK, 3 C0�4 P'OR'TLAND CEMENTT PLASTER ,4P'F'LIED DIRECTLY TO MASONRY 2— STOR GABLE FIRST FLOOR BLOCK SECOND FLO O R FRAME � SCALE: 3/4"=V-0" 0.5.5. SHEATHING OR 2" CDX 2x STUDS a 16" O.C. MAX W/ PLYWOOD. ATTACHED PER R-11 BATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS � 16" O.G. MAX W/ D5 R-11 BATT. INSUL. MIN. " T 4 G 5U5FL00R GLUED 7/5" THICK, 3 COAT PORTLAND " T 4 G SUBFLOOR GLUED AND NAILED AS PER CEMENT PLASTER OVER ,AND NAILED AS PER NAILING SCHEDULE EXPANDED GALVID METAL LATH NAILING SCHEDULE ON FORTIF15ER JUM50TEX t GRADE I'D" PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO 5P'EC5 FOR COMPLETE INFORMATION) 2x4 CONT. e TOP AND BT. OF FLR TRU55 (TOP 2x4 SUPPORTS 5T PLATE OF 2ND F1R,E-ENG FLOOR TRUSS PRE -ENG FLOOR TRUSS FLP'., BT. 2x4 15 FOR WALL ON H TA-1� EMc3ED. SHEATHING NAILER) epa " GYPSUM BOARD c 211 SIMF'S E ." WEEP SCREED STR'Ai� 32" O.G. MAX VERIFY HIGH STRENGTH CLC. W/ TRu66 FLAN (5EE DETAIL 24) BOARD EM5FD. STRAP VERIFY CONC. FILLED LINTEL BLK " GYPSUM BOARD OR 211 W/ TRU65 PLAN W/ (1) #5 RE5AR CONTINUOUS HIGH STRENGTH GLG. L30ARD V TH f GK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ PERPENDICULAR FRE— ENG FLC�aR TP-[JSS WOOD CONSTRUCT ION 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING 5EAMS) PRE -ENCS GABLE TRU55 CONT. 2x4 RAT RUN SECURED W/ (2) 126'6 e EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R -VALUES. J" GYPSUM 50AR'D OR 211 HIGH 5TR',ENGTH GLG. 50ARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURER 51=EC IFICATIONS WINDOW SILL 2x STUDS 0 16" O.C. MAX W/ R-11 5ATT. INSUL. MIN. 3" T 4 G SUBFLOOR GLUED ,AND NAILED A5 PER NAILING SCHEDULE PRE -ENG FLOOR TRU55 ( INSTALL PER MFG. SPECS.) " GYPSUM BOARD OR 211 HIGH STRENGTH GLG. BOARD CONC. FILLED LINTEL BLK W/ (]):#5 REBAR CONTINUOUS PRECAST L INTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPEC IFICATION5 PRECAST SILL (1) 05 RE5AR VERTICALLY W/ CONC. POUR CELL Ix2 P.T. FURRING STRIPS e) 1(o " O.C. all cMu 1/2" GYP. WL. BD. WOOD BASE 1/1(oI' O.S.B. OR 21' GDX 'TYVEK BU ILD ING WR'A FORTIF15ER BLDG PAPER - GALV'D MTL. LATH 7/a" TEXTURED FIN15H a WOOD 3/8" TO Na" MID W,4LL WEEP 5CIREED L all CMU 5/a" TEXTURED FINISH s 1" IA60NRY WEEP SCREED DETAIL WOOD TO BLOCK CONNECTION SCALE: 1 1/2"=1'-011 A R C H IT EC T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SIUBDIV & IAT: TUS C A PLACE NORTH LOT X28 PROJECT# 2108.009 MODEL: >) 2720" GARAGE SWING-. LEFT PAGE: MONOLITHIC 2 -STORY WALL SECTIONS ARCHITECT - STATE OF FLORIDA N PRINT DATE: 04/27/12 SCALE: 1/4"=1'—Q" SHEET w � n a ti � O � o u w m SIUBDIV & IAT: TUS C A PLACE NORTH LOT X28 PROJECT# 2108.009 MODEL: >) 2720" GARAGE SWING-. LEFT PAGE: MONOLITHIC 2 -STORY WALL SECTIONS ARCHITECT - STATE OF FLORIDA N PRINT DATE: 04/27/12 SCALE: 1/4"=1'—Q" SHEET *NOTE: NAIL 5HEATH[NG TO ALL 2X ,45 PER EXT. SHEATHING NAILING, Sd 4" O.C. MAx EDGE5 4 (o" -S" O.C. 1" A>< IN THE FIELD PRECAST HEADER(MIN)---- 2 X 4 (MIN 2 X 3) 1-3/1& TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18" O.G. MAX. MIN 1-I/4' EMi5EDMENTl_ 2 X 6 (MIN 2 X 3) 2-3/16 TAPGON*i OR DRIVE PIN (MIN SHANK 6IZE.145w MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') $' FROM EACH END AND IS, O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 2X4 SOLID BLOCKING MSECURE TO SHEATHING W/ IN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18' MIN. 2-I2d PER BLK. EA. END O.G. MAX. MIN 1-1/4' EMBEDMENT 1/Ira" 055 SHEATHING CMU WALL ARCHWAY DETAIL 1 16" AND UNDER DBL. TOP PLATE 2X4 16' O.C. MAX. SECURE 2x4 TO WOOD 11.1/2-I26 * 6'-8' D.C. STAGGERED SECURE 2X4 W/ 2-%r,' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 0/4' W/IN 8' EA. END NOT TO EXCEED 18' O.G. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITH MIN. 2-I2d PER BLK. EA. END rD EXTERIOR ARCHWAY O.S.B. OR),,- PLYWOOD SHEATHING 2{� 015 15LDG. FELT O 24' WIDE 26 GA. GALVANIZED METAL FLASHING Q MUST APD DMIC, 36" WIDE AND AND MUST BE A MIN 24" WIDE METAL. �5 FIBERGLASS 5HINGLE3 PRE -FAB TRUSS 1/2' CLG. BOARD d TEXT. SIMPSON SP4 2X4 DSL. TOP PLATE 0 EVERY 1/2' DRYWALL OTHER STUD 2X4 WOOD STUDS 016' O.C., U N.O. ON TRUSS PLAN 2X4 CONT. 5TRE55 ,-BLOCKING MID -WALL 2X4 PT. PLATE SIMPSON 51=4 6 32' O.G. MAX 1/2'X9' A-5-32' O.C. 1" EMBEDMENT o.. ; . ° °. �CONC. SLAB 2 0519, CONT. 1 -STORY '� INT. BEARING WALL SCALE: 1/2"=1'-0" NOTE: FDR WALLS WINO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT fNSTALL CONNECTORS. DBL. TOP PLATE 2X4 fro' O.G. MAX SECURE 2X4 W/ 2-%' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE.145 MIN. HEAP SIZE 300 MIN. EMBEDMENT I Y4' W/IN 6' EA. END NOT TO EXCEED 18' P.C. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITI MIN. 2-126 PER BLK. EA. END EXTERIOR ARCHWAY WITH WINDOW ARC4WAY DETAIL 4 16 AND UP 5GALE: 1/2 CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRU55 DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS -0 16" O.G. MAX J' T d G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-3(o 6 32" O.C. MAX PRE -ENG FLOOR TRU55 DOUBLE TOP PLATE 2x CONTINOUS 6TRE55 BLOCKING MID WALL 2x "STUDS is lb" O.G. MAX 1/2' GYP. WL. BD. SECURE BT_ PLATE TO SLAB W/ 4"x9" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. SIMPSON SP4 im 32' O.C. MAX INT. 2—STORY L.B.W. SCALE: DBL. TOP PLATE SECURE 2 X RIP TO FIT W/2-1265 &"-S' O.G. MAX. 1/8' TEXTUREP FINISH 1/16' 051:3 SHEATHING 2 X 4 16' O.C. MAX. (WHEN OVER I(o" IN HIEGHT.) 2 X 4 (WHEN OVER I(o' IN HIEGHT.) 1/4' TEMPERED MASONITE GLUE 4 NAIL W/8d'S 8"-12' O.C. IF NEE71=D. 2 X SOLID 5LK'G o ARCH SECURE 111/2-I26 EACH END ATTACHMENT PER MANUFACTURER'S $PEG'S. MTL WDW FRAME "NOTE: NO GAP 6 WDW FRAME TO EXCEED 1/4" ARCHWAY DETAIL A CUTAWAY SCALE: 1/2' 2 X 4 (MIN 2 X 3)I-3/lip TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MN HEAD SIZE 300 MIN EMBEDMENT 1 1/41) 8' FROM EACH END AND 18' EXISTING 151-K ABv. PRECAST HEADER(MIN) 1/4' TEXTURED FINISH 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON 1/6' TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 OR DRIVE PIN (MIN SHANK 5IZE.145 WALL STUDS SCURE MIN HEAD SIZE .300 MIN HEAD SIZE 300 1/16' OSB SHEATHING MIN EMBEDMENT 1 1/49 2 X 4 16` O.G. MAX. MIN EMBEDMENT 1 1/4') 2x DOUBLE TOP PLATE (WHEN OVER 16' IN HEIGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT NOT: BOARD 2 X 4 (WHEN OVER 16' 8' FROM EACH END AND 18' 16' N HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.145 2 X SOLID BLK'G 0 ARCH MIN HEAD SIZE 300 SECURE W/2 -12d EACH END O.C. MAX. MIN 1-1/4' EMBEDMENT 30'-1" TO 60'-@' (3) X -BRACE (1) X -BRACE -9 CENTER AND (2) 8" FROM EACH ENP AND IS" ATTACHMENT PER O.G. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPECS. 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON MTL WDW FRAME 1/4' TEMPERED MASONITE "NOTE: NO GAP a WDW FRAME 4 N IL UJ/Sd'S S' 12' OC To EXCEED 1/4' OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") el W $' FROM EACH END AND 18' 7k O.C. MAX. MIN 1-1/4' EMBEDMENT 1-0 ~ q 2 X 5 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD 51ZE 300 1/16' OSB SHEATHING MIN EM1:5EPMENT 1 1/4') 2X4 16" O.G. MAX. 8' FROM EACH END AND IV' (WHEN OVER Ih" IN "EIGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT 2X4 50LID BLOCKING SECURE TO SHEATHING W/ ~ MIN. 2-I26 PER BILK. EA. END ARC4WAY DETAIL 4 16 AND UP 5GALE: 1/2 CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRU55 DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS -0 16" O.G. MAX J' T d G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-3(o 6 32" O.C. MAX PRE -ENG FLOOR TRU55 DOUBLE TOP PLATE 2x CONTINOUS 6TRE55 BLOCKING MID WALL 2x "STUDS is lb" O.G. MAX 1/2' GYP. WL. BD. SECURE BT_ PLATE TO SLAB W/ 4"x9" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. SIMPSON SP4 im 32' O.C. MAX INT. 2—STORY L.B.W. SCALE: DBL. TOP PLATE SECURE 2 X RIP TO FIT W/2-1265 &"-S' O.G. MAX. 1/8' TEXTUREP FINISH 1/16' 051:3 SHEATHING 2 X 4 16' O.C. MAX. (WHEN OVER I(o" IN HIEGHT.) 2 X 4 (WHEN OVER I(o' IN HIEGHT.) 1/4' TEMPERED MASONITE GLUE 4 NAIL W/8d'S 8"-12' O.C. IF NEE71=D. 2 X SOLID 5LK'G o ARCH SECURE 111/2-I26 EACH END ATTACHMENT PER MANUFACTURER'S $PEG'S. MTL WDW FRAME "NOTE: NO GAP 6 WDW FRAME TO EXCEED 1/4" ARCHWAY DETAIL A CUTAWAY SCALE: 1/2' 2 X 4 (MIN 2 X 3)I-3/lip TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MN HEAD SIZE 300 MIN EMBEDMENT 1 1/41) 8' FROM EACH END AND 18' EXISTING 151-K ABv. O.G. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X & (MIN 2 X 3) 2-3/16 TAPCON 1/6' TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 (2) 2x4'a.Y.P. DIAGONAL BRACE W/ (3) WALL STUDS SCURE MIN HEAD SIZE .300 BETWEEN TRUSS RAYS W/ 1/16' OSB SHEATHING MIN EMBEDMENT 1 1/49 2 X 4 16` O.G. MAX. S" FROM EACH END AND 1$" 2x DOUBLE TOP PLATE (WHEN OVER 16' IN HEIGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT NOT: BOARD 2 X 4 (WHEN OVER 16' 2 X 8 (MIN 2 X 3) 2-3/1(p TAPCON 16' N HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.145 2 X SOLID BLK'G 0 ARCH MIN HEAD SIZE 300 SECURE W/2 -12d EACH END MIN EMBEDMENT 1 1/41) 30'-1" TO 60'-@' (3) X -BRACE (1) X -BRACE -9 CENTER AND (2) 8" FROM EACH ENP AND IS" ATTACHMENT PER O.G. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPECS. MTL WDW FRAME 1/4' TEMPERED MASONITE "NOTE: NO GAP a WDW FRAME 4 N IL UJ/Sd'S S' 12' OC To EXCEED 1/4' GLUE A - . IF NEEDED. ARCHWAY DETAIL CUTAWAY ASPHALT SHINGLES OVER N I5 FELT ON 1/16' O.S.B. PRE -ENG TRUSSES OR PRE -ENG GABLE TRUSS CONY. FRAMED RAFTERS SPF 5TIFFI5ACK (SEE SEALD ENG. PACK FOR /— 51ZE 4 CONNECTION) / 4' 0S O.CPF 5eAT SES AT SHEATHING SEAMS) O.S.B. SHEATHING OR CDX PL'Y'WOOD SECURED PER NAILING SCHEDULE �— CONT. 2x4 SPF RAT RUN' SECURED iW/ (2) 12d's a EACH TRU55 2x4 BL 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) I2d NAILS OR MIN. (4) l0d GUN NAILS — lx6 COLLAR TIE AT EVERT OTHER RAFTER W1 MIN. (3) 126 NAILS OR MIN. (4) 106 GUN NAILS — 2x RAFTERS — Ix8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS a EA. TRUSS— RAFTER TO TRU55 MT5-12 CREATE VOID FOR STRAP PENETRATION - ROOF DECKING OVER PRE -ENG TRUSSES - PRE -ENG. TRU55- ALTERNATE CONNECTION META -24 RAFTER TO BLK'G BETWEEN TRUSSES- F15ERGLA56 SHINGLES OVER N 15 FELT ON 7/16' 0.5.5. CONY. FRAMED ROOF SCALE: 0'-0' TO 30'-0' (I) 'X' BRACE 30'-1' TO 60'-0' (3) 'X' BRACE (I 'X' BRACE a CENTER) (2 'X' 5RACE DIVIDED EQUALY FROM CENTER TO END) (2) 2X4 02 SYP DIAGONAIL BRACE f W/ 3-126 6 EA TRUSS l DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 106 NAILS EA END TO TRUSS SPF 5TIFF5ACK (SEE SEALD ENG. PACK FOR SIZE t CONNECTION) 1116" OSB SHEATHING USE ad NAILS AT 4" o.c. EDGE 4 6" o.c. FIELD 2X4 W/ 3/8' X E LAG 032' O.C. 1 OR SIMPSON MSTA-24 0 32' O.C. SHEATHING NAILING TO BE V-5' O.C. IN FIELD 4' O.CAALL EDGES W/6d NAILS 'FABLE END CROS SCALE: 112"= I'-0' FINISH a LANDING 3/4" FLYWOOD F.F. DSL 2X(o TRU55 24' o.c. 1/2' CLG. BOARD NAIL CONT. RAT RUN TD TRU55 W/ (2)12d 0 EA. TRU55 2X4 5YP RAT ADJACENT TO DIAGONAL BRACE. DBL TDP PLATE 2X4 STUD 1a" O.G. MAX. 12" N 1115 UPLIFT SIMPSOM HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPGONS TO CONT POURED LINTEL * 1900 UPLIFT (2) SIMP50M HT5MI20 INSTALLED ON OPPOSITE PACES OF BLOCK WALL W/10 I0d TO TRUSS AND (4) 1/4' x 2 1/4' TAPGONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2" APART 1 TRUSS ANCHOR RETROFIT N.T.S. 3/4" PLYWOOD WITH LANDING DETAIL 12-D COMMONS THRU 3/4° FINISH o LANDING PLYWOOD INTO 3/4" FLYWOOD F.F. I EACHSTI�INC E /� 3-2x12 5''1 F STRINGER D5L 2X12 REINFORCED W/2X4 5CTF OR JOIST W/CONT, 5E�4D OF SU5-FLOOR ,4DHES I VE I=L -400 OR 51MILAR , EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3)4*8 3" SCREWS e EA STRINGER, UNTHREAE)ED SHAN< TO EXTEND 5EYOND THICKNESS OF 5U5 -FLOOR SHEATHING NOTE 5TAIR5 RISERS TO CONFORM TO F5 C 2010 2R+1T=24"-25" 3/16" MAX. VARIATION IN RI5ER5/TREAD6 ADJACENT TO EACH OTHER 3/5" 1''1,4X. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CRO55 SECTION D1A. TO 5E 1 3/4" +-1/4" OR F'ROV11DE ECUIVALENT GR45FA51 L I TY UJINF-3ER5- MIN. (c�" WIDE a NARROW END MIN. 1I" WIDTP o 12" 1=iROM NARROW ENID 34" MIN. HANDRAIL HGT. 36" MIN. FINISH 7K zz WINDER DETAIL 2 X12 TRE,41D CUT TO FIT 11XF3 R15ER 101 LESS THAN 4" TY1=. 5ETWEEN SFINDLES All (3) 106 CUT NAILS 6 2X4 E'.T. 5LEEFER INTO 5LA5 �HANI 1/2" r_) RYW 1X10 I I" NOSING STAIR SECTION DETAILS SCALE, 3/4`=V-0` A R C H I T E C T S FDesign 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.aladesigngroup.com AA #:0003325 OCKING UNDER (2) 2x4'a.Y.P. DIAGONAL BRACE W/ (3) WALL STUDS SCURE 12d's I+ EACH TRU85 (DIAGONAL BETWEEN TRUSS RAYS W/ X -BRACING TO COVER $-TRUSSES (3) 12d's EACH END �' GYPSUM BOARD OR 2x DOUBLE TOP PLATE HIGH STRENGTH CLG. STUDS m 16' D.C. NOT: BOARD MTS -12 a EVER STUD DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE m ANY SPAN 15'-0" OR GRATER REFER TO 2X4 BT. PLATE TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-0' (I) X -BRACE 30'-1" TO 60'-@' (3) X -BRACE (1) X -BRACE -9 CENTER AND (2) DORMER BRACE DIVIDED EaUALY FROM CENTER TO END _ ATTACHMENT SCALE: 1/2"=1'-0" �C)GAPB LE X—BRACING SCALE: 1/2"=I'-@' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) I2d NAILS OR MIN. (4) l0d GUN NAILS — lx6 COLLAR TIE AT EVERT OTHER RAFTER W1 MIN. (3) 126 NAILS OR MIN. (4) 106 GUN NAILS — 2x RAFTERS — Ix8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS a EA. TRUSS— RAFTER TO TRU55 MT5-12 CREATE VOID FOR STRAP PENETRATION - ROOF DECKING OVER PRE -ENG TRUSSES - PRE -ENG. TRU55- ALTERNATE CONNECTION META -24 RAFTER TO BLK'G BETWEEN TRUSSES- F15ERGLA56 SHINGLES OVER N 15 FELT ON 7/16' 0.5.5. CONY. FRAMED ROOF SCALE: 0'-0' TO 30'-0' (I) 'X' BRACE 30'-1' TO 60'-0' (3) 'X' BRACE (I 'X' BRACE a CENTER) (2 'X' 5RACE DIVIDED EQUALY FROM CENTER TO END) (2) 2X4 02 SYP DIAGONAIL BRACE f W/ 3-126 6 EA TRUSS l DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 106 NAILS EA END TO TRUSS SPF 5TIFF5ACK (SEE SEALD ENG. PACK FOR SIZE t CONNECTION) 1116" OSB SHEATHING USE ad NAILS AT 4" o.c. EDGE 4 6" o.c. FIELD 2X4 W/ 3/8' X E LAG 032' O.C. 1 OR SIMPSON MSTA-24 0 32' O.C. SHEATHING NAILING TO BE V-5' O.C. IN FIELD 4' O.CAALL EDGES W/6d NAILS 'FABLE END CROS SCALE: 112"= I'-0' FINISH a LANDING 3/4" FLYWOOD F.F. DSL 2X(o TRU55 24' o.c. 1/2' CLG. BOARD NAIL CONT. RAT RUN TD TRU55 W/ (2)12d 0 EA. TRU55 2X4 5YP RAT ADJACENT TO DIAGONAL BRACE. DBL TDP PLATE 2X4 STUD 1a" O.G. MAX. 12" N 1115 UPLIFT SIMPSOM HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPGONS TO CONT POURED LINTEL * 1900 UPLIFT (2) SIMP50M HT5MI20 INSTALLED ON OPPOSITE PACES OF BLOCK WALL W/10 I0d TO TRUSS AND (4) 1/4' x 2 1/4' TAPGONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2" APART 1 TRUSS ANCHOR RETROFIT N.T.S. 3/4" PLYWOOD WITH LANDING DETAIL 12-D COMMONS THRU 3/4° FINISH o LANDING PLYWOOD INTO 3/4" FLYWOOD F.F. I EACHSTI�INC E /� 3-2x12 5''1 F STRINGER D5L 2X12 REINFORCED W/2X4 5CTF OR JOIST W/CONT, 5E�4D OF SU5-FLOOR ,4DHES I VE I=L -400 OR 51MILAR , EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3)4*8 3" SCREWS e EA STRINGER, UNTHREAE)ED SHAN< TO EXTEND 5EYOND THICKNESS OF 5U5 -FLOOR SHEATHING NOTE 5TAIR5 RISERS TO CONFORM TO F5 C 2010 2R+1T=24"-25" 3/16" MAX. VARIATION IN RI5ER5/TREAD6 ADJACENT TO EACH OTHER 3/5" 1''1,4X. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CRO55 SECTION D1A. TO 5E 1 3/4" +-1/4" OR F'ROV11DE ECUIVALENT GR45FA51 L I TY UJINF-3ER5- MIN. (c�" WIDE a NARROW END MIN. 1I" WIDTP o 12" 1=iROM NARROW ENID 34" MIN. HANDRAIL HGT. 36" MIN. FINISH 7K zz WINDER DETAIL 2 X12 TRE,41D CUT TO FIT 11XF3 R15ER 101 LESS THAN 4" TY1=. 5ETWEEN SFINDLES All (3) 106 CUT NAILS 6 2X4 E'.T. 5LEEFER INTO 5LA5 �HANI 1/2" r_) RYW 1X10 I I" NOSING STAIR SECTION DETAILS SCALE, 3/4`=V-0` A R C H I T E C T S FDesign 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.aladesigngroup.com AA #:0003325 SUBDIV. & LOT: TUSCA PLACE NORTH LOT #28 PROSECT# 2108.009 M0 DEL." ,2"720„ GARAGE SWING: LEFT PAGE: mISC. DETAILS ARCHITECT= STATE OF FLORIDA CANTWELL NO 12479 II]TEr 04/27/12 SCAT :1/4" =1' _ Q" D 5 SHEET oP- II W W a W � 1-0 ~ q O c J V ~ u Lo) N z 4 U r m A � SUBDIV. & LOT: TUSCA PLACE NORTH LOT #28 PROSECT# 2108.009 M0 DEL." ,2"720„ GARAGE SWING: LEFT PAGE: mISC. DETAILS ARCHITECT= STATE OF FLORIDA CANTWELL NO 12479 II]TEr 04/27/12 SCAT :1/4" =1' _ Q" D 5 SHEET oP- II 4'x4' SELF -ADHERING MEMBRANE O' NOTE FLASHING (COMPATIULE W/ HOUSE APPROVED BUILDING WRAP WRAP MATERIAL) OVER SHALL BE LAPPED A MINIMUM OF APPROVED HOUSE WRAP. �^ FLASHING TO EXTEND ONTO PIPE • .. ": (o O VERTICAL LAPS (ROLL ENDS) d 6'+ HORIZONTAL LAPS. BACKING SHALL BE LAPPED NOT 1' OR LE55 PIPE 6'x�a' SELF -ADHERING MEMBRANE ALL SEAMS NEEP TO BE TAPED PENETRATION FLASHING (COMPATIBLE W/ HOUSE ONE-PIECE VERTICAL "1 1° WITH FORT15ER SHEATHING TAPE LESS THAN 2 ON WALLS, THE TYPE CONTROL JOINT �` BACKING SHALL BE LAPPED 50 �••:�: WRAP MATERIAL) OVER �'"x4" ATTACHED TO WIRE LATH -� / �r WATER WILL FLOW TO THE SELF-ADI-If=RING MEMBRANE -. FLA51-IIN6 OVER APPROVED W/WIRE TIE. WIRE TIE LATH EXTERIOR. BACKING SHALL NOT TO OUTSIDE OF / \ BE PLACED BETWEEN PLASTER HOUSE WRAP. THICK, 3 COAT GEMENT ' `'"` FLASHING TO EXTEND ONTO PIPE `�, BASE (LATH) AND FLANGES 01= L G APPLIANCE FLANGE W/18 PLASTER / � ': "� �:�'*:�'.:�::�::�:� GAUGE WIRE ID �1" P.G. ACCE55ORIES. METAL LATH TO WRB LAYER *2, FORTIF15EIR METAL FLANGE CONTACT SHALL ...:` LATH SHALL NOT BE BUILDING PAPER / 1' MIN. LAP METAL LATH BE REQUIRED TO ENSURE THAT CONTINUOUS THROUGH METAL LATH / FLANGES ARE MECHANICALLY GUT AND OVERLAP ONE SIDE OF CONTROL JOINTS BUTWRB LAYER 01, {X X X X LOCKED 3OGETHER. PER ASTM 5ELF-ADHERING MEMBRANE SHALL BE STOPPED STUCCO WRAP FLASHING CUT ANP OVERLAP ONE SIDE OF ,AND TIED AT EACH X WRAP_X SELF-ADHERINGa MEMBRANE 51DE. PER A5TM C1063 WOOD SHEATHING �- '1.10.1.4 —" METAL LATH STEP #1 ST F 01 FLASHING >! WR5 LAYER 01, '':y '?„ •: :,.... r' , -:K' ry.--a.• q. ;: M...r.....;.:�:•n:•�: a THICK, 3 COAT CEMENT STUCCO WRAP.<.WRB LAYER Mi, ,:pi4r.'y}:'�(:i7:�Yr`; .±*A4i:W Y�{;.:!'o,f. }"•'+t: ta•+t �..4:.n,:i. �.4?., '.•.,.. Y: '. •�51"f,!w��y4 :.�•k.�.1."W:DIY:Yw: S:w.:, I PLASTER STUCCO WRAP METAL LATH UJRf5 LAYER 02, FORTIFIBER W MIN PAPER LAP 5ELOW ONLY WR3 LAYER 02, FORTIFIBER I 1`1�TAL LGATpHAPER WRB LAYER 02, FORTIFI ERBUILDING PAPER BUILDING PAPER /� I ;�' sa'x�a' 5ELF-ADHERING MEMBRANE WRB LAYER 01, FLASHING OVER 4'x4' GATo F' MW. _- STUCCO WRAP 6ELF-ADHERING MEMBRANE 3' MIN. 3' MIN.FLASHING OVER APPROVED INSTALL FA5t1=NER6 (CLIP5, / STRAPS, STAPLES) AS HOUSE WRAP. \ / WHERE METAL PLASTER BASE REQUIRED TO SECURE I FLASHING t0 EXTEND ONTO PIPE WITH 15ACKING If USED, THE WOOD SHEATHING PIPE/ WIRE TO FRAMING \ / VERTICAL AND HORIZONTAL LAP J SELF -ADHERING MEMi3RANE �-I FLASHING OVER APPROVED JOINTS SHALL 153E BACKING ON HOUSE WRAP. BACKING AND METAL ON METAL. MW PER ASTM 01063 1L83 FLASHING TO EXTEND ONTD PIPE 1' MIN LAT( I -- —� LAP, LyVER LOAP I 3/8' CONT. REAP OF SEALANT (-?—TAPER LAP INSTALL APPROVED HOUSEWRAP AIR / SCALE. 11/2' ■ 1'-(D' INFILTRATION BARRIER OVER SHEATHING ' ELASTOMERIC COATING OVER STUCCO/ I : G.Y. FINISH ('SEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL SECTION WOOD 5tU1D3 PER FBC Exterior lathing and plastering ONE VERTICAL—PIECE shallcExterior use with heapplicationeplaster shall comply "M" TYPE CONTROL JOINT SHEATHING requirements of ASTM 0926-11A. NOTE: Installation of exterior lathing and framing SIDE LAPS OF METAL BUILDING shall comply with ASTM C 1063-11X PLASTER BASES SHALL PAPER (01 MIN LAP BE SECUREP TO FRAMING MEMBERS. THEY 5HALL BE TIED STUCCO V LAP A LATH BETWEEN SUPPORTS 3' LAP A PAPER WITH 0.0415 -IN. (121 -MM) WIRE AT INTERVALS NOT MORE THAN 9' (229 -MM). A$ PER ASTM C]0&3 I. FOLD INWARD A FT. A I. FOLD INWARD A FT. A -tall, F I FE f=ENETfRATION T � I �' � � T HORIZONTAL LATH (, FOLD `+ „-' � DETAIL-ETAIL 8c PAPER DETAIL � FOLD : 45 .— WOOD SPE ATH INCA WR5 LA'S'ER #1, 6TUGGO WR,4F:' 1. FOLD INWARDARD PT_ A I. FOLD INWARD A FT.A 4 T�--IIG�C,, 3 COAT CEMENT 2. CREASE A P'. 13 �• CREASE A PT. ! 4; 3. CREASE a Fr. G RL'46TEi 3. CREASE A FT. C 4. FOLD Pt_ C OVER FT_ I 15 TILL PT. C TOUCHES METAL LATIN 40TTOM FLANGE • z LAP WR5 4 TAPE OVER LEGEND FROOF/WALL SCREED DFRAINANE FLANE C W �.-•-' -y 'y -'y'' /''� * � A I �'+ f/�� �",jam" \J CFOLD (�./, L II II (ILII I I fE GONT INUOU5J i`"""'C I #I/STUCCO W A / A T1 BOTTOM _N COALY. METAL FL,45HING FLANGE WAt1=RTIGHT 7 (NAIL TO ROOF DEC<, NOT 5EAL. FO, NOT CUT.LD 22 WALL SHFAT�-IING) WfRE3 LAS' 2 CFS T 1 1 CAP &HINGLE -ISO NOT NAI U 1 L INS F74f=) J" THICK, 3 COAT CEMENT INSTALL WITk ROOF CEMENT PLASTER WRB LAYER 02, FORTIFIi3ER � � � � � � X X X X 5UILDING PAPER WRB LAYER 01, STUCCO WRAP ROOF CEMENT e A.. . LAP LAYERS OF BUILDING WRAP' a ed y. OVER NAILING FLANCtE, STOP I B. SHINGLE ROOFING r WRS APPROX. I V ABOVE k .. SHINGLES SIWOOED 3�4 AT><-�41N CANG L5EAC7 `I z kk 5x5 WALL FLASHING ;p TKICK -OUT FLASHIN[s CSEE ~. - A � 1 V L A W N --- i i DETAIL) \ r kkkk. r ,' •� ``,` � k k k k k k M w k \ FELT UNDERLAYMENT -»— WATER TIGHT SEAL (15END OR SOLDER, DO NOT CUT) 9 9 9 9 NOTE: INSTALL KICKOUt SHINGLE (ROOFING �`i FLASHING At CTIc:N M OF ROOF d FLASHING- PRIPWALL INiEPRSECTIONS EDGE: OVERLAP 2', 5 EXTEND Y4' MELOW SHEATHING, MECHANICALLY FASCIA WRAP FASTEN 12' O.C. MAX. A R C H I E C Ts 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com #: 0003325 SUDDIV. & IAT TUSCA PLACI NORTH LOT #28 PROJECT# 2108.009 MODMU 2720" GARAGE SWING: LEFT FACIE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA DATE: 04/27/12 SCALE: 1/4"=1"-0" SHEET WAS5 W 0 a � d W 0) r.11 ti SUDDIV. & IAT TUSCA PLACI NORTH LOT #28 PROJECT# 2108.009 MODMU 2720" GARAGE SWING: LEFT FACIE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA DATE: 04/27/12 SCALE: 1/4"=1"-0" SHEET WAS5 BACKER ROD BACKER ROD IWRB LAYER 01, STUCCO WRAP YE R VENT INSTALL &" SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON-MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE_ I. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOT~ AND 61DE6 ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS, E -Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON-MOVABLE FRAME AND STUCCO ON ALL SIDES, y4" CAULKING e JOINT ALL AROUND PER FBC Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-11 A. Installation of exterior lathing and framing shall comply with ASTM C 1083-11 A. HOODED VENT " THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORTIFIBER BU ILD ING PAPER WOOD SHEATHING (FRAME) ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO 5CRATCH COAT 4 1 C,CAT OF f=AINT W/5,4CK- ROLL PRIOR TO ELEC. METER IN5TALL,4TION DRYER VENT BU ILD ING PAPER OVER "OUICK FLASH° PIPE THROUGH WALL "GNU I CK FL,45H" GA5KET (IN5TALL MANUF_ SPECS_) BU ILD ING PAPER UNDER "QUICK FLS STUCCO FINIBR (0" SELF ,ADHESIVE OVER TOP 4 BIDES SELF FLASHING UNIT PREMIANUF. DRYER: VENT CAP (5ET IN CONT. SEALANT) SEALANT TOP 4 BIDES 5CALE: N.T.5. :C. METER FIELD 1=.'IF`t' LOCATION . 'L`I' STUCCO 5CRATCH COAT AND ONE (1) LAYER OF FAINT PRIOR TO IN5TALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC 15OCYANOTE-POLYE3LEND FOAM r �= A t r -r I ►CC OR 5 IM I L AR ) APF'L Y ,4 5 I L I C ON BASE 5EALANT AT f=DINT THAT ELEC. WIRE PENETRATES �O SCRATCH GOAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN ,AND L> [,&CONNECT a,45LE-END TRU55 WOOD 5REATRING JJRE3 LAYER 11, STUCCO WRAP WOOD CONSTRUCTION WRQ LAYER 112, FORTIF15ER I a" CMU BUILDING PAPER S" TRICK,, 3 COAT CEMENT PLASTER . Via" TO �/a° MIL -)-WALL WEEP SCREED. TIE TO MET,4L LATH W/18 I; LL G,4. WIRE 'a -I " O.C. 6" SELF-ADHESIVE Y FLA5HING t WOOD FRAMED WALL T� HORIZONTAL WEEP SCREED (FRAME TO FRAME) CUT OPENING IN APPROVED HOU: FOR BOX INSTAL WRB LAYER 011, STUCCO WRAP WOOD 5REATRII, Ai='PROVED KOUSEWRAP BELOW CUT SUCH THAT - NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E - Z BEAI OVER (oO MIN GRADE "G> FELT -PROVIDE SEALANT AT ALL JOINTS AND INTER5ECTION5 STEF #3 ,r-- WOOD SHEATHING WRB LA'T'ER *I, �StuccO WRAP //—U)R5 LAYER *2, FORTIFIBER BUILDING PAPER ,---METAL LATS -4 -1/S" TEXTURED FINISH Q 111001D 71/s' TO V MID -WALL WEEP SCREED z1IS W WIDE STRIP SELF ; 4DHESIVE FL 48HING, CLE N << � MASONRY BEI=ORr= APPLYING TEXTURED L----/ L//—L--49 FINISH a MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) DF ,AINACzE PLANE (Wf;;R5 LANT"ER #1, 6TUCC0 WRAP) WR5 L Nr' R #2 (FORT 1F 15ER U ILD INC METAL LATH STUCCO UJOOD 5I4EAT�41NG &ELF -A )1 lESIVE FL-A,5�41NG WRB LAYER 111, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE "D" FELT MEMBRANE FLASKING OVER SELF -ADHERING FLASKING OVER APROVED HOUSEWRAP WR5 LAYER 102, FORTIFIBER BUILDING PAPER 5TEF 4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH OELECTRICAL RECEPTACLE A R C H I T E C T$ 1 N. KVIVHLU KLIAWAIV III LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 —0:0.0.0 O ' a• a' O O • O O O• O P-4 • O O O O •0 a• O a • O O 0• 0 •o a• •0.0.0.0 ,r-- WOOD SHEATHING WRB LA'T'ER *I, �StuccO WRAP //—U)R5 LAYER *2, FORTIFIBER BUILDING PAPER ,---METAL LATS -4 -1/S" TEXTURED FINISH Q 111001D 71/s' TO V MID -WALL WEEP SCREED z1IS W WIDE STRIP SELF ; 4DHESIVE FL 48HING, CLE N << � MASONRY BEI=ORr= APPLYING TEXTURED L----/ L//—L--49 FINISH a MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) DF ,AINACzE PLANE (Wf;;R5 LANT"ER #1, 6TUCC0 WRAP) WR5 L Nr' R #2 (FORT 1F 15ER U ILD INC METAL LATH STUCCO UJOOD 5I4EAT�41NG &ELF -A )1 lESIVE FL-A,5�41NG WRB LAYER 111, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE "D" FELT MEMBRANE FLASKING OVER SELF -ADHERING FLASKING OVER APROVED HOUSEWRAP WR5 LAYER 102, FORTIFIBER BUILDING PAPER 5TEF 4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH OELECTRICAL RECEPTACLE A R C H I T E C T$ 1 N. KVIVHLU KLIAWAIV III LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 sv$aiv. 1.102%.TUSCA PLACE NORTH LOT X28 PRO JEC Thi 2108.009 MODEL - "2720" GARAGE S'W'ING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA CANTWELL NO 12079 PRINT DATE: 04/27 f 12 SCAT :1/4"'--1'-0"' P-4 W W 6 Q o q U m a<— sv$aiv. 1.102%.TUSCA PLACE NORTH LOT X28 PRO JEC Thi 2108.009 MODEL - "2720" GARAGE S'W'ING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA CANTWELL NO 12079 PRINT DATE: 04/27 f 12 SCAT :1/4"'--1'-0"' WOOD SHEATHING WOOD CONSTRUCTION �4" HAT CHANNEL Wl%" TYPE "X' DRYWALL WOOD SHEATHING WRB LAYER *1, / STUCCO WRAP ' THICK, 3 COAT CEMENT PLA5TER W - SD CUSTOM CASING / r WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER ' THICK, 3 COAT CEMENT PLASTER WRB LAYER *1, STUCCO WRAP r :.. WRB LAYER *2, FORTIFIBER ' BUILDING PAPER WRB LAYER 01,� STUCCO WRAP Yg" AMIGO AM(b(o-WFWC-1&0 '�, MIN. �/,Il CUSTOM CASING 15EAD \ [SAF DO NOT CAULK OR SEAL GAP 1—HOUR CASING 10A BEAD DTL. CAIN. SCALE: 1 1/2"=V-0" -0 SELF -ADHERE ING / FLASHING WRAPPED CORNER OF CANTILEVER AMICO AM(oh-WFWC-180 CUSTOM CASING 5EA1a (W/OPT. WEEPS) 2x FRAMING MEM5ER THICK, 3 COAT CEt-1ENT PL,45TER CORNER 13EAD FASTENED TO 64EATN ING -11, O.C. MAX. WR5 STUCCO WRAP WOOD 6I4E,ATH INC METAL LATH WRB LA�r'ER 02, EORTIFBER 5UILDING PAPER �COLUMN SHEATHING T •WEATHER RE515TIVE 3" X 3' 2(o GA. GALV- .'" i `'- BARRIER *1 FIN15H LATER (2 LATER METAL DRIP EDGE PEEL 4 STICK) _ I �• r". WEATHER RE515TIVE SET IN FULL BED 01= SEALANT, Y" MIN. �� I I"... 15ARRIER *2 ro PEEL r SPACE FROM [DRIP STICK o DRIP �� FACE TO TREX EDGE TO PEEL 4 STICK DECK - 1 Vx3' "L' FLASHING FULLY EMBEDDED IN ROOF GEMENT Y4" CHAP FOR BACKER 1 Y"XI 3/4" P.T. OR 51MULATED � � ROD 4 SEALANT ETAL DRIP EDGE GALv WOOD (TREX) FILLER, `;;. SET IN FULL BED OF CONTINUOUS — VINYL CASING BEAD %.' GAP FOR BACKER , ROD 4 SEALANT SEALANT MIN. WATER PROOFING let "' —�� WEATHER RESISTIVE SPACE FROM DRIP LAYER C2 LAYER PEEL BARRIER' #1 I.' FACE TO TREX WEATHER RESISTIVE F 1 VINYL CASING BEAD I;..�' / 1 BARRIER 01 STICK) WRAPPEDFROM WEATHER RESISTIVE i BALCONY DECK TO ,.,coriroriekrbwu��pa 1 BARRIER *2 I#. ,� WEATHER RESISTIVE CANTILEVER APAW FOR CLARITY 1 WATER PROOFING 1st � I�:': I,:` \ BARRIER 02 (0" PEEL STICK �� 1 LAYER C2 LAYER PEEL `` ' — EXTERIOR COLUMN DRIP EDGE TO DECK 1 DECK MEMBRANE, ,•^���r�+�T�-€p 4 StIGK) � ,amARrr�cLA+ei,-r z COLUMN SHEATHING l EXTEND OVER DRIP SUES FLOOR EDGE ®® 3' X 3" 26 GA. GALV.`�° S.A.F. METAL DRIP EDGE PEEL STICK r 12'x3' 'L' FLASHING — — — — — — — — — _ — �1 SET IN FULL BED Ol` SUB FLOOR ' I I ~FULLY EMBEDDED IN 1 Y2"XI :Y,' P.T. OR SIMULATED 1 SEALANT, /�" MIN, ®® �� \� i ROOF CEMENT WOOD (TREX) FILLER, / SPACE FROM DRIP / , i4 I Y" X 3' 2& GA. GALV. CONTINUOUS I v / FACE TO TREX — I r VINYL CASING BEAD METAL DRIP EDGE Y4GAP FOR BACKER SET IN FULL BED OF RDD 4 SEALANT I WATER PROOFING 1st 1 OO Ya" P.T. OR SIMULATED SEALANT, `MIN. FINISH LAYER (2 LAYER I T. LAYER (2 LAYER PEEL 4 WOOD (TREX) FILLER, ; CONTINUOUS I .�. SPACE FROM DRIP PEEL 4 STICK) STICK) WRAPPED FROM I_/FACE TO TREX 3/4 RESILIENT I . BALCONY DECK TO Y� GAP FOR BACKER VINYL CASING BEAD HAT CHANNEL I CANTILEVER ROD 4 SEALANT I WATER PROOFING let VINYL CASING BEAD" THICK, 3 GOAT CEMENT MODIFIED S0 I1`: LAYER (2 LAYER PEEL PLASTER STICK) WRAPPED FROM METAL ,LATH 3/4 RESILIENT I 5/S' TYPE "X" DRYWALL I WOOD SHEATHING HAT CHANNEL i }s BALCONY DECK TO I 1 WVINYL CASING BEAD CANTILEVER W/TEXTURED 4 PAINTED WEATHER RESISTIVE THICK, 3 COAT GEMENT FINISH _ ... WEATHER RESISTIVEI „ PLASTER J" THICK, 3 COAT CEMENT BARRIER 025/8° TYPE "x" DRYWALL I METAL LATH PLASTER VINYL SOLID WIDE -FLANGE W/TEXTURED 4 PAINTED I CASING BEAD FINISH WOOD SHEATHING VINYL CORNER BEAD DO NOT CAULK ORx A....� r- VINYL SOLID WIDE -FLANGE VINYL CASING BEAD SEAL GAP" THICK, 3 COAT CEMENT CASING BEAD PLASTER 5E NOT CAULK DR 1 -HOUR BALCONY DRIP VINYL CORNER. BEAD. SEAL GAP 11A EDGE INSTALLATION VINYL CASING BEAD 1—HOUR I-3ALCONY DRIP 11B EDGE INSTALLATION @) COLUMN SCALE: NT5 WOOD SHEATHING NEW CORNER 5EAD (FA5TENER 4 5f= AC IN(:z 7" O_CJ 5/S" THICK, 3 COAT CEI -TENT FL45TER ,APPLIED DIRECTLY TO MASONRY WRB LAYER *1, STUCCO WRAF' WRB LAYER *2, PORTIF115ER BU ILD ING PAPER METAL LATH " THICK, 3 COAT CEMENT PLASTER (0"TELE-,ADHERING DRAINAGE PLANE (UJ L ANTER 1*1, STUCCO UJRAf') 5U 1 LD INS f=Af= ER) 1IETAL LATH STUCCO UJOOD &HEATHIN 5 Lr- - AD �4E,51 VE F -L A&H Ill 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD SIS" TYPE 'X" DRYWALL W/TEXTURED 4 PAINTED FINISH ' " THICK, 3 COAT CEMENT PLASTER GABLE END TRUSS WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER ' 2 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER VINYL SOLID WIDE -FLANGE VINYL CORNER BEAD I; CASING BEAD I.; VINYL CASING BEAD --moi DO NOT CAULK OR SEAL GAP 1—HOUR DRIP EDGE 11 C I TS TA.LLATIO N (6) GABLE WOOD 5�4EATH INC, I IF WR5 L,A'1'ER 01, Vj 5TUCC0 WRAP StI .yUJRE LA`1'ER #2, FO�:T11=1k ER BUILDING f'rARER 4 I METAL LATH FLASHING i J WINDOW FLANGE (EXPLODED " THICK, 3 COAT CEMENT VIEW FOR FIL,45TER 1 CLARITY) W Y 1 RBL ER 5TUCCO WRAI= - �IIII'yI''II / a WRB LAYER 02, FORTIFIBER I BU ILD E ING FAPR : I METAL LAT 4 " THICK, 3 COAT CEMENT PLASTER & "SELF-ADI-4ERING FLASHING •A - DRIP WINDOW FLANGE t CA ING BEAD P INDO B / 1G� l� A A Ar � -K T � T7) A -K T 1r--%'\ 1 1 1 l 1 1 f A R C H ►TEC TS Design Groupoupinc. 1441 N. HUNALU HLAGAN BCNU LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 svBa=v. � IAT: TUSCA PLACE NORTH LOT #28 PROJECT# 2108.009 MODEU "2720)) GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT NATE OF FLORIDA CANTWELL 1012079 DATE: 04/27/12 SCALL 1/4"=1'-0" :3HEET w w w ul a � 0 0 q U (P A svBa=v. � IAT: TUSCA PLACE NORTH LOT #28 PROJECT# 2108.009 MODEU "2720)) GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT NATE OF FLORIDA CANTWELL 1012079 DATE: 04/27/12 SCALL 1/4"=1'-0" :3HEET WOO>=7 SHEATHING WR5 LAYER #1, STUCCO WRAP WR5 LAYER *2, FORTIF15ER BUILDING PAPER -� METAL LATH " THICK, 3 COAT CEMENT PL>45TER G0 "5ELF-ADHERING-- FL,45H INC VINYAL ANGLED CA51NG BEAD 7:� DRIP CAP WINDOW FLANGE WOOD 5HEATHING WRB LA�T'ER 1, STUCCO WRAP WR5 LAYER 02, FORTIFI5ER I �U f LD INCA P,4�='ER I I METAL LATH .�cExPLo2ED�� THICK, 3 COAT CEMENT vIEW FOR PLA&TER 1 CLARITY) —fY�1� STUCCO WRAP44 VINYAL ANGLED CAGING BEAD WR5 LAYER 02, FORTIFIBER BUILDING PAPER ::•:: METAL LATH — " THIGK, 3 GOAT CEMENT PLASTER "SELF- ADHERING •:; ;:.:•: FLASHING IDR IP CAP .. f UJINDOIU FLANGE � CASING BEAD Cab WINDOW (FRAME, W/BAND) UUOOD 5�4EAT�IIfi �'� METAL LATH WRF3 LAYER #1, STUCCO WRAP WR5 LA*r F -R #2, BUILDING PAPE "' THICK, 3 COQ PL,45TER AN,I'L ANGLED CASING 5EA2 vIN`fi'L CASING i Y¢" GAP TYP J" THICK,, 3 COAT CEMENT CASING BEAD PLA5TER To TRIM METAL LATH 1x .TRIM MEMBER (�L e 5TUCCO TO UJRB LAYER *2, FCRTIFIBER 5112 INC TRAN51 T I ON BU ILD INCA PAPER 512INC WOOD 5HEATHING ���� ?.tai"' Fah i. 1's�;.: X. �(7... '� ��' : `,. •.,•;t'. .;•;;w?•,.`'r!!,,;�;:1',:�{{,Z,;,r..,fA •1�:.�1aWi�f{ �>1� ':!fir WOOD 5� 4 ATS-4ING3 —WR5 LAYER *I, WR5 L14YER 111, STUCCO WRAP 5TUCC0 WR4P CASING 5EA2 (0" SELF -ADHERE ING FLASHING OR PEEL 4 5TICK SIDING TfC), STUC C 10 CASING BEAD 0 (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER *1 WEATHER RE513TIVE i BARRIER *2 UJ�I•G" vLP SIDING /� ,� 6' SELF -ADHERING REE L FLASHING 6" 5ELF-ADHERINGi FLASHING � � � WEATHER RESISTIVE BARRIER *I STARTER STRIP WEATHER BARR R RESISTIVE O NOT CAULK ORNOT CAULK OR 1 •� 6' 5ELF-ADHERING FLASHING SEA�OPENIN� r-- GAL` V METAL GALV'D METAL ` - "Z" FLASHING "Z" FLASHING DO NOT CAULK OR I Y�" X 6" SIMULATED � SEAL OPENING WOOD TRIM MEMBER STUCCO CAGING a:6 BEAD I Y4" X 6' SIMULATED *—L'6TUCCO WOOD TRIM MEMBER SEAL GAP W/CAULKING OR APPROVED SEALANT CASING BEAD SIDING TO STUCCO G) BLOCK TO FRAME " TRANSITION 1 n A -- SEALANT WINDOW FRAME — 2X FRAMING MEMBER S I N -1-3)E A D R A I SE WEATHER RESIStfVE f AFLEXIBLE PVC FARRIER *2 BACCKER ROD) TDA�� PL"�EfR #1, WOOD CONSTRUCTION BEYOND FLASHING 74 WOOD SHEATHING i �' i ,4� WEATHER RESISTIVE I WEATHER RDEHSEIR5TINIVGESTUCCO BARRIER i BARRIER *1 t0 LAP - I WEATHER RESIStIvE *2 i 6' MIN. ABOVE TOP OF "Z" FLASHING, BARRIER ,/ I LAYER *2 f O T I I R REv AL P SIDING %6 X -1 ! Zi :'• _ , ! WEATHER RESISTIVE I I f NG j F R Ps' DHERING , BARRIER *1 � I 1 FLASHINGS � � WEATHER RESISTIVE uu \ 5ARRIER *2 / TAL LT STARTER STRIPM C.;ALv'D METAL `. DO NOT CAULK OR ( ` ! j - 'Z" FLASHING 0A CF—t-1E IT T 4 I SEAL OPENING ` -' J DO NOT CAULK OR SEAL OPENIN64 (EXPLODED ' GALV'D METAL "� WEATHER RESISTIVE VIEW 1=0R PLASTER "Z" FLAS�IfNG BARRIER "I TO LAP MfN• ABOVE TOP CL I T,�, 1 Yd" X 6' 51MULAtED WOOD TRIM MEMBER - --..,• � Z FLASHING CN E -Z BEAD VINYL CASING 1 Y¢" X 6" SIMULATED O w3ls' FLEXIBLE PvC ! WOOD TRIM MEMBER I 5ACKER ROD) y / 6" SELF -ADHERING 6' SELF -ADHERING G i FLASHfNG FLASHINGS i •• 4 O Y" THICK, 3 COAT CEMENT PLASTER a :,.,° !, SEAL GAP W/CAULKING OR APPROvED SEALANT 44 WEATHER RESISTIVE '�'`, WEATHER RESISTIVE FARRIER *1 BARRIER *I u �-Z BEAD VINYL CASING S I N -1-3)E A D R A I SE WEATHER RESIStfVE f AFLEXIBLE PVC FARRIER *2 BACCKER ROD) TDA�� IFRAME SIDING TO STUCCO WEATHER RESISTIVE BARRIER *2 17 II II C> FRAME TO FRAME eC,4LE= 1 1/2 =1I -0 TRAl�TSITION 19B SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP $" THICK, 3 COAT CEMENT PLASTER METAL LATH • .. 1 . • d: S A. WR5 LAYER 02, FORTIFIBER BUILDING PAPER E -Z BEAD VINYL GA51NG (W/3/5" FLEXIBLE PVC BACKER ROD) WRB LAYER *11, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6" 5ELF ADHESIVE FLASHING WOOD 5HEATHING DETAIL BELOW EXPLODED FOR CLARITY y4" GAP Ti'P C145ING BEAD TO WINDOW a .d !�• 'a a a. �— THICK, 3 COAT CEMENT PLA5TER METAL LATH WR5 LAYER #2, FORTIFIBER BUILDING PAPER WOOD 5HEATHING WR5 L,4YER #1, 5TUCCO WRAP (0' WIDE PEEL 4 STICK OVER FLANGE E - BI=AD VINYL GA51NG (W/3/6" FLEXIBLE PVC 15ACXER ROOD *APPLY FULL BED OF 5EALANT BETWEEN FLANGE 4 BUILDING WRAP -L)EAD WINDOW CASING DRAINAGE PLANE (WR5 LATER 01, STUCCO UURAP) WR5 LAYER 02 (FORTIF'15ER — , — ' ...... BUILDING PAPER) METAL LATH X X x X STUCCO WOOD SHEATHING SELF-ADHESIvE FL45HING ARCHITECTS 4%''� Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 svBaly. LOT: TUSCA PLACE NORTH LOT #28 PROJECT# 2108.009 MODEL - P)2720" GA CAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS %, -[ �J ARCHITECT: STATE OF FLORIDA N DATE: 04/27/12 SCALE: 1/4)3=1p -0p) SHEET WAS- O5 w 0 w uu a a O G 4 O 44 u 4 � svBaly. LOT: TUSCA PLACE NORTH LOT #28 PROJECT# 2108.009 MODEL - P)2720" GA CAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS %, -[ �J ARCHITECT: STATE OF FLORIDA N DATE: 04/27/12 SCALE: 1/4)3=1p -0p) SHEET WAS- O5 CUT HOU5EWRAF AT 45° ANGLE MODIFIED "I" CU' IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOL OVER 5HEATHIN( WD 5TUD WALL INSTALL (o" SELF-ADHE FLASHING C NAILING FL, JAMB5 EXTEND FL 1" BELOW SI FLEXIBLE F DO NOT SE FIN EMIZORARILY OLD -UP d 5EC OUSEWRAP l01 JCK FLAP UND t HEAD FOLD HOU5EWl IN AT JAMG S 8 SLOPE SILL R N5TALL &" SELF-ADHE =LASHING C VINYL HEAI =LASHING ( BAMS) NAII. =LANCE EXTEND SELF-ADHE FLASHING I' 3EYOND J, FLASHING N5TALL Vlr wAP ALIGN FLASHING W/ INT. EDGE OF 51LL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS T�- FLASHING AT THE FOLD HOU DOWN 4 T� DIAGONAL ACRO55 �- WINDOW APPLY No' NOM. 'ONTINUOUS BEAD )F SEALANT AT AM55 AND HEAD or %PPLY TO MACK OF JINDOW NAILING !LANGE IN LINE W/ PRE -PUNCHED 40LE5 OR SLOTS. 1IDE ADHESIVE - =XIBLE FLASHING VER DRIP CAP 'ECTO-WRAP EQU IV) WIND0W FLASHING INSTALLATION DEVILS FULL W 1RA]P SCALE= NT STEP 4 STEPL INSTALL WINDOW PLUMB, LE VEL AND SQUARE PE MANUFACTURER° WRITTEN INSTRUCTIONS —APPLY MEMBRANE FLASHING OVER JOINT NOTA 1. IT 15 THE CONTACTORS RE5PONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4SEL1=-ADHERINCx FLASHING MATERIALS USED DURING CONSTRUCTION. 2, INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN 5PECIFICATION5 IWARNI MPNG: �ALANTS MAY REACT ADVERSELY IF NOT NOTE: GLEAN AND SEAL J,41'~15 TO SILL JOINTS WITH DOW 11e9 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAID'. SCHEME SHOWN SHALL 5E IMPLEMENTED ,4T ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SE,41- INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H I T E C T S Design roup GInc. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 J SLTBDIV. 8e LOT: TUSCA PLACE NORTH LOT X28 PROJECT# 2108.009 MODMU ))2720" GARAGE SWING: LEFT PAGE: ALL ASSEMBLY DETAILS: WINDOW FLASHING __j ARCHITECT STATE OF FLORIDA DATE: 04/27/12 SCALE: 1/4)3=19—C)$) SHEET WA5 om--4-1F- 51 W a w w n � 0 q U w (P q � SLTBDIV. 8e LOT: TUSCA PLACE NORTH LOT X28 PROJECT# 2108.009 MODMU ))2720" GARAGE SWING: LEFT PAGE: ALL ASSEMBLY DETAILS: WINDOW FLASHING __j ARCHITECT STATE OF FLORIDA DATE: 04/27/12 SCALE: 1/4)3=19—C)$) SHEET WA5 om--4-1F- 51