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2560 Vineyard Cir 12-1070 (a)FOR: 's "w'wc.uo ul ibvf bu7t,. COm CBC1252212 0 5850 T. G. LEE BLVD. SUITE 600 ORLANDO, FL 32822 Tool: (407) 850-5200 Fax (407) 850-5300 3FtiNFORD R- UILDING DEPT THESE:PLANS ARE. F1 V!t vJm !\ND Gt:�i4L�h o"4C"4dG 0-GX ACCEPTEE) F01P MIFT . A t f Ml" 1 ,Si ED SHALL. BE C0NSTf CC EFC o � � F To PpOf i",C' D WIT THE WORK id l F el if'f? VIS LATE. CF NC F L \I 'I t:f 4; AC3lI t�`( C -1-HE p!ClV! c�I at I"� 'T r C riNP L t_ C CUFF., NOR SHALL 1:7 UA SC:f (t 6 Ycr Vr" V E 1 HU" BL iLkDING [�i.i f E r?+ iii !6 ("E �.i;, i' t�G 6a COd I4cG- TIc�N C t�, ! ff-i' F ",r� , COW,7h2+.SC;:T'I�iV� OR OTHL"N VICA..A;FK,N1•-: (--"F THE SHEET DESCRIPTION PG C1 -COVER PAGE PG GN -GENERAL NOTES PG 1 -FOUNDATION PLAN PG 1A -DOWEL PLAN PG 1B -LINTEL SCHEDULE -(CAST -CRETE) PG 1B.1 -LINTEL SCHEDULE-(WEKIWA) PG 1C -WIND LOAD CALCULATIONS PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 413 -FRONT & REAR ELEVATION "B" PG 5B -LEFT & RIGHT ELEVATION "B" PG 5.113 -FRONT, REAR, LEFT & RIGHT ELEVATION "B" PG 6BC-FIRST FLOOR FRAMING PLAN ELEVATION "B" PG 7B -SECOND FLOOR FRAMING PLAN ELEVATION "B" PG 8 -ELECTRICAL PLAN PG 9 -ELECTRICAL PLAN PG 10 -MECHANICAL PLAN PG 11 -MECHANICAL PLAN PG 12 -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 DETAILSw PG WA5—WALL ASSEMBLY DETAILS 1A, A R C H I T E C T S Design Group in�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DESIGN CRITERIA: LAVATORY ABBREVIATIONS STATE OF FLORIDA DESCRIPTION 1oFLORIDA CERTIFIED BUILDING CONTRACTOR: BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. ABOVE LAV. 5/9/11 CONTROL DATE A/C AIR CONDITIONING LUM, 5TANDARDIZED SOUTHERN ENGINEERING W/2009 SUPPLEMENT ADJ. ADJUSTABLE M.G. NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE • 2007 FLORIDA FIRE PREVENTION CODE ALT. AMP. ALTERNATE AMPERAGE MFR. MIN. D.R. HQRTQN HOMES • NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION BD. BOARD CENTERLINE M.T. MTD. 5850 T.G. LEE BLVD. SUITE 600 • ALL LOCAL AND STATE CODES CL CAB. CABINET MTL. N.T.S. 07/21/11 CLG. CEILING 12/22/11 ORLANDO, FL, 3 2 8 2 2 MISER RADIUS CLR. CLEAR O.C. PL CONC. CONCRETE 5TANDARDIZED HVAC LAYOUT TEL. (4 � �) 850-5200 Q 01/10/12 ADDED COLUMN DETAILS TO SHEET 4A, 45, 4C PH. A C.T�, CERAMIC TILE FAX: (407) 850-5300 •OCCUPANCY — RESIDENTIAL, GROUP R3 D. DRYER PLT. PLYWD. • CONSTRUCTION TYPE — VB DBL. D.G. DOUBLE DUAL GLAZED PR. • MIN. INTERIOR FINISH — CLASS B DIA. DIAMETER P.T. R. • BASIC WIND SPEED — 120 MPH (M/S) DIM. DISP. DIMENSION DISPOSAL RAD. • 1—STORY RESIDENCE — DR DR, DEEP DOOR R.A.G. REF. STANDARD • 2—STORY RESIDENCE — MAX. HEIGHT AS PER D.S. DOWNSPOUT RM. • STATE OF FLORIDA LOCAL AND STATE CODES DTL. DETAIL R•O. PROFESSIONAL ARCHITECT: O EA. EA. DISHWASHER EACH S.C. S.D. SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 THICK USED FOR DESIGN INCLUDE: ELEV. ELEVATION S.H. SHTHG. JAMES CANTWELL • CONCRETE MASONRY RESIDENTIAL EXxx. EXHAUST AR NO. 12079 • CONSTRUCTION WOOD FRAME CONSTRUCTION Ems' F.G./FX. EXTERIOR FIXED GLASS S Sim. • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G. FUEL GAS SL. A.B. DESIGN GROUP, INC. FIN. FLR. FINISH FLOOR SL. GL. STD. SQ -FT. CALL. S 1441 NORTH RONALD REAGAN BLVD. FLUOR. FR. DR. FLUORESCENT FRENCH DOOR SWS OTHERWISE vy LONGWOOD, �+ i' LORIDA 32 f 50 LIVING l 15T.) 1048 5Q. FT. FTG. GA. FOOTING GAUGE TEMP. THK. Tel: (407) 774-6078 LIVING 02ND.) 1450 SQ. FT. GAR.DISP. G.F.I. GARBAGE DISPOSAL GROUND -FAULT CIRCUIT T.O.C. T.O.P. Fax: (407) 774—'4078 INTERRUPTER T.O.S. TYP. WOOD Z GL. GLASS WINDOW TOTAL LIVING 2498 SQ. FT. GYP. BD. GYPSUM BOARD U.N.O. GARAGE 44G 50. FT. ✓ � H.B. H.. 'C - HOSE BIB HOLLOW CORE V.P. PLAN REVIEW PATIO 35 5Q• FT. � HDR. HOT. ORHT HEADER HEIGHT W. W/ DATE CHECKED BY:INSUL. ENTRY ELEV. "A" 2(o SQ. FT. INT. INSULATION INTERIOR WD. WDW. 111 ENTRY ELEV. 1B' 4 'C" 12 SQ. FT, WWII W.I. TOTAL ELEV. "A" 3005 5Q. FT. TOTAL ELEV. "5" 4 "C" 3051 50. FT. C 3FtiNFORD R- UILDING DEPT THESE:PLANS ARE. F1 V!t vJm !\ND Gt:�i4L�h o"4C"4dG 0-GX ACCEPTEE) F01P MIFT . A t f Ml" 1 ,Si ED SHALL. BE C0NSTf CC EFC o � � F To PpOf i",C' D WIT THE WORK id l F el if'f? VIS LATE. CF NC F L \I 'I t:f 4; AC3lI t�`( C -1-HE p!ClV! c�I at I"� 'T r C riNP L t_ C CUFF., NOR SHALL 1:7 UA SC:f (t 6 Ycr Vr" V E 1 HU" BL iLkDING [�i.i f E r?+ iii !6 ("E �.i;, i' t�G 6a COd I4cG- TIc�N C t�, ! ff-i' F ",r� , COW,7h2+.SC;:T'I�iV� OR OTHL"N VICA..A;FK,N1•-: (--"F THE SHEET DESCRIPTION PG C1 -COVER PAGE PG GN -GENERAL NOTES PG 1 -FOUNDATION PLAN PG 1A -DOWEL PLAN PG 1B -LINTEL SCHEDULE -(CAST -CRETE) PG 1B.1 -LINTEL SCHEDULE-(WEKIWA) PG 1C -WIND LOAD CALCULATIONS PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 413 -FRONT & REAR ELEVATION "B" PG 5B -LEFT & RIGHT ELEVATION "B" PG 5.113 -FRONT, REAR, LEFT & RIGHT ELEVATION "B" PG 6BC-FIRST FLOOR FRAMING PLAN ELEVATION "B" PG 7B -SECOND FLOOR FRAMING PLAN ELEVATION "B" PG 8 -ELECTRICAL PLAN PG 9 -ELECTRICAL PLAN PG 10 -MECHANICAL PLAN PG 11 -MECHANICAL PLAN PG 12 -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 DETAILSw PG WA5—WALL ASSEMBLY DETAILS 1A, A R C H I T E C T S Design Group in�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 REVISIONS LAVATORY REV. DATE DESCRIPTION LUMINOUS CABINET O 5/4/11 REVI5ED SL.IIaING GLASS DOOR TO 6065 MEDICINE MANUFACTURER ® 5/9/11 CONTROL DATE MINIMUM METAL THRESHOLD A 5/12/11 5TANDARDIZED SOUTHERN ENGINEERING MOUNTED METAL 6/(0/11 ADD SOUTHERN TRUSS ENGINEERING. NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE A ADD AGCUSPAN TRUSS ENGINEERING, ELEVATION "5 G" 11 ADD ACCU5PAN TRUSS ENGINEERING. ELEVATION "5 A C" 6/29/11 ADD ACCUSPAN TRU55 ENGINEERING. ELEVATION "A,B S C" PLATE PLYWOOD 0-1/18/11 ADD PR05UILD TRU-55 ENGINEERING. ELEVATION 'A,5 4 C" PAIR PRESSURE TREATED 07/21/11 ADD CCA TRUSS ENGINEERING. ELEVATION "A" 12/22/11 STANDARDIZED HVAC LAYOUT MISER RADIUS RETURN AIR GRILL O 12/28/11 ADD CCA TRUSS ENGINEERING. ELEVATION "5" 4 "C" REFRIGERATOR ROOM w 01/04/12 5TANDARDIZED HVAC LAYOUT ROUGH OPENING SOLID CORE EXT DR Q 01/10/12 ADDED COLUMN DETAILS TO SHEET 4A, 45, 4C SMOKE DETECTOR SINGLE HUNG A 41=1='LIED UJ,4LL 455EM5LY DET,41L5 TO FL,4N SHEET SHEATHING 4 z SHOWER d � SIMILAR Ju SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION Z O TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL O UNLESS NOTED w OTHERWISE VAPORPROOF WASHER WITH WOOD Z WINDOW WATER HEATER WROUGHT IRON wz 3FtiNFORD R- UILDING DEPT THESE:PLANS ARE. F1 V!t vJm !\ND Gt:�i4L�h o"4C"4dG 0-GX ACCEPTEE) F01P MIFT . A t f Ml" 1 ,Si ED SHALL. BE C0NSTf CC EFC o � � F To PpOf i",C' D WIT THE WORK id l F el if'f? VIS LATE. CF NC F L \I 'I t:f 4; AC3lI t�`( C -1-HE p!ClV! c�I at I"� 'T r C riNP L t_ C CUFF., NOR SHALL 1:7 UA SC:f (t 6 Ycr Vr" V E 1 HU" BL iLkDING [�i.i f E r?+ iii !6 ("E �.i;, i' t�G 6a COd I4cG- TIc�N C t�, ! ff-i' F ",r� , COW,7h2+.SC;:T'I�iV� OR OTHL"N VICA..A;FK,N1•-: (--"F THE SHEET DESCRIPTION PG C1 -COVER PAGE PG GN -GENERAL NOTES PG 1 -FOUNDATION PLAN PG 1A -DOWEL PLAN PG 1B -LINTEL SCHEDULE -(CAST -CRETE) PG 1B.1 -LINTEL SCHEDULE-(WEKIWA) PG 1C -WIND LOAD CALCULATIONS PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 413 -FRONT & REAR ELEVATION "B" PG 5B -LEFT & RIGHT ELEVATION "B" PG 5.113 -FRONT, REAR, LEFT & RIGHT ELEVATION "B" PG 6BC-FIRST FLOOR FRAMING PLAN ELEVATION "B" PG 7B -SECOND FLOOR FRAMING PLAN ELEVATION "B" PG 8 -ELECTRICAL PLAN PG 9 -ELECTRICAL PLAN PG 10 -MECHANICAL PLAN PG 11 -MECHANICAL PLAN PG 12 -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 DETAILSw PG WA5—WALL ASSEMBLY DETAILS 1A, A R C H I T E C T S Design Group in�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SSLTBnIV 8c LOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MOIDEL: "2498" GARAGE S'WI14G: LEFT PAGE: COVER PAGE CARCHITECT. STATE OF FLORIDA CAINTWELL 10 12079 DTE: 02/29/12 SHEET c I OF� .. IN LOU Lu w 0 4 z d � Ju CA N Z O O w Z wz Q q U cD 111 C SSLTBnIV 8c LOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MOIDEL: "2498" GARAGE S'WI14G: LEFT PAGE: COVER PAGE CARCHITECT. STATE OF FLORIDA CAINTWELL 10 12079 DTE: 02/29/12 SHEET c I OF� .. IN LOU GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) L. 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 FBG 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR ' A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS'JHAN 1 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN I/2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/" 7, PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. 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 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 % INCH, REFER TO FBG 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8, MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3-0".FRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5, RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE. A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2 C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 311 D. BEAMS, COLUMNS: jQ 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 STRESS RATED LUMBER, UNO. Fb = 1,500 PSI Fv =175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 518" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PUC (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'/2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 7/" 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, 2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2 STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR 311.2. A R C H !T EC Tg F Desi GrouK Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 h � ua AL1 w TL N z C4 Lu -A - r OL q z O 1010 Q z z W lu d 0 h I`UEeDIV. 8c LOT: TUSCA PLACE LOT #20.11 PROJECT# 02108.008 MODEL• „2408" GARAGE SWING: LEFT PACE: GENERAL NOTES, ARCHITECT - STATE OF FLORIDA JAMES AR I PIUNT ]DATE: 02 29 12 MSV i' T : 1/4" = 11 - OP3 SHEET GN OF 11 11 m r 401-011 4 I 4 I 4" I D1 I3 D1 CONC. pl NB SLAB =H= EXTEND SLAB 1 1/2" 10 D1 4" CONC., REINF. W/ & "x(o" *10 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR 5ARRIER ON WELL-COMPACTEC) CLEAN I ■ TERMITE TREATEMENT SHALL BE BORA-CARE D1 Ill T--1 p1 �— L --_j P D. SINK 00 l( 11 (p cONP� V-4" r I ■ I \-2" STEELPIP BO E ,4RD C>I _ 24'X24"5<12" CONIC, PAD W/3 -*5 BARS I E.W. ON CHAIRS MIN, 3' COVER I 2E3 25 I ■ pl DI LL I w m a a,a D1 ■ 30"X301X12" CONC_ I EXTEND I PAP 111/3-W5 BARS SLAB 1 1/2" E.W. ON CHAIRS MIN. 3" COVER CONC. PAD W/4 -*5 BARS O\ E.W. ON CHAIRS I cc) ■ MIN, 3" COVER I ■ HB I SA ii p1 -� 1/2 I p1 4 CONC. 17— pl SLAB ■ ■ ■ 221-011 40'-01 FOUNDATION 0 NOTE: A/C L [NES FF GO1l AIR H,4NDL FzR UNIT TO CONDEN5OR TO 5E RAN IN ,ATTIC. ,dko,-o-, ELEV. F=IN. GONG, SLAB 13 I — D1 24"x24'x12" CONC. FTG. W/3 *5 REBAR EA. WAY ON CHAIRS MIN. 3" COVER um rd Il'l R b - r .... ,.. ,.n:.„.:m .., .... :. ;.u+ ::metmeal-xn+.. ru i.4uww.e.,:..n .a.e rvr.rvnm .xnrw.w,wnmwuwwiu., ... ypY�www.ywr Fua:. t r�lY 24"X24"X12" CONC. PAD W/3-05 BARS E.W. (ON CHAIR) MIN. 3" COVER 14'-0' 12'-�i' I I — — I411 QCONG. SLAB p w I � I c� D1 I 17'-4" ('40'. EXTEND SLAB 1 1/2 r, -?.ED PATIO I— — —F — — — I G1 I ■ I I I ■ -3 I/2" 4" 4 3�o"X3�o"XI(ca" CONIC.�ly CONC. D1 PAD W/4-05 BARS 0--11 I pl SLAB E.W. ON CHAIRS—`N 1a- i MIN. 3' COVER I ■ I cn 24'x24"x12" CONC. F=TC. W/3 *5 REBAR EA. WAY ON C— HAIRS MIN. 3' COVER (2 TTP.) BELE ATIO `B JC a R C H I T E C T s LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F— _ ----I -3 I 1/2” OwQ- I I pl N u� m m 0'-0” ELEV. .n I 1=1N. COMIC. SLAB �� I w ., IL z 'o = ■I�,��z w z w a 13 L — -J 401-011 4 I 4 I 4" I D1 I3 D1 CONC. pl NB SLAB =H= EXTEND SLAB 1 1/2" 10 D1 4" CONC., REINF. W/ & "x(o" *10 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR 5ARRIER ON WELL-COMPACTEC) CLEAN I ■ TERMITE TREATEMENT SHALL BE BORA-CARE D1 Ill T--1 p1 �— L --_j P D. SINK 00 l( 11 (p cONP� V-4" r I ■ I \-2" STEELPIP BO E ,4RD C>I _ 24'X24"5<12" CONIC, PAD W/3 -*5 BARS I E.W. ON CHAIRS MIN, 3' COVER I 2E3 25 I ■ pl DI LL I w m a a,a D1 ■ 30"X301X12" CONC_ I EXTEND I PAP 111/3-W5 BARS SLAB 1 1/2" E.W. ON CHAIRS MIN. 3" COVER CONC. PAD W/4 -*5 BARS O\ E.W. ON CHAIRS I cc) ■ MIN, 3" COVER I ■ HB I SA ii p1 -� 1/2 I p1 4 CONC. 17— pl SLAB ■ ■ ■ 221-011 40'-01 FOUNDATION 0 NOTE: A/C L [NES FF GO1l AIR H,4NDL FzR UNIT TO CONDEN5OR TO 5E RAN IN ,ATTIC. ,dko,-o-, ELEV. F=IN. GONG, SLAB 13 I — D1 24"x24'x12" CONC. FTG. W/3 *5 REBAR EA. WAY ON CHAIRS MIN. 3" COVER um rd Il'l R b - r .... ,.. ,.n:.„.:m .., .... :. ;.u+ ::metmeal-xn+.. ru i.4uww.e.,:..n .a.e rvr.rvnm .xnrw.w,wnmwuwwiu., ... ypY�www.ywr Fua:. t r�lY 24"X24"X12" CONC. PAD W/3-05 BARS E.W. (ON CHAIR) MIN. 3" COVER 14'-0' 12'-�i' I I — — I411 QCONG. SLAB p w I � I c� D1 I 17'-4" ('40'. EXTEND SLAB 1 1/2 r, -?.ED PATIO I— — —F — — — I G1 I ■ I I I ■ -3 I/2" 4" 4 3�o"X3�o"XI(ca" CONIC.�ly CONC. D1 PAD W/4-05 BARS 0--11 I pl SLAB E.W. ON CHAIRS—`N 1a- i MIN. 3' COVER I ■ I cn 24'x24"x12" CONC. F=TC. W/3 *5 REBAR EA. WAY ON C— HAIRS MIN. 3' COVER (2 TTP.) BELE ATIO `B JC a R C H I T E C T s LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LUT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MODEL: 2498 GARAGE S WING: LEFT PAGE: FOUNDATION PLAN ARCHITECT, STATE OF FLORIDA p r. JAME CANTWELL A O 12079 PRINT DATE: 0 2 2 9 12 SCALE: 1/4'°=1'-0" SHEET OF e u� m _ O E uu N z w w D w z w a =� N LA SUBDIV. & LUT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MODEL: 2498 GARAGE S WING: LEFT PAGE: FOUNDATION PLAN ARCHITECT, STATE OF FLORIDA p r. JAME CANTWELL A O 12079 PRINT DATE: 0 2 2 9 12 SCALE: 1/4'°=1'-0" SHEET OF e 12'-4° m:_ 20j)-oll 3(' 1 011 v DOWEL PLAN fg ELEVATION "B" & "C" A R C N 1 T E C T S Desioup gn GrInc. 1441 N. RONALD REAGAN B LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroup.con k4 AA #: 0003325 h w 12'-4° m:_ 20j)-oll 3(' 1 011 v DOWEL PLAN fg ELEVATION "B" & "C" A R C N 1 T E C T S Desioup gn GrInc. 1441 N. RONALD REAGAN B LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroup.con k4 AA #: 0003325 h _I N O _I z 1 LUo h A 1— u ei lu lu O cv `V! m 1 m 'V' 12'-4° m:_ 20j)-oll 3(' 1 011 v DOWEL PLAN fg ELEVATION "B" & "C" A R C N 1 T E C T S Desioup gn GrInc. 1441 N. RONALD REAGAN B LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroup.con k4 AA #: 0003325 h O lu N z LU LUo h A 1— u ei lu lu O a `V! N 'V' SVBDIV. & LOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MODEL.- " 2498 ODEL:"2498 GARAGE SWING:— LEFT PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA JAM CANTWELL NO 12079 PRINT DATE: 02 29/12 SHEET IAOF� A R C H IT E C TS Design +roup Inc. . N. RONALD REAGAN JBLVD.LONGWOOD, FL 3275PH: 407-774-6078 FAX: 407-774-4078 rww.abdesigngroup.co AA #: 0003325 SLTBDIV 8a LOT= TUSCA PLACE LOT #2011 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: LINTEL PLAN ARCHITECT STATE OF FLORIDA i JAM S CANTWELL NO 12079 DF PRINT DATE: 02/29/12 SCALE: 1/4"=V-0" SHEET uu ill w 4 d w w D QLL, a a w z zCl- E—. cv 'fi 00 SLTBDIV 8a LOT= TUSCA PLACE LOT #2011 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: LINTEL PLAN ARCHITECT STATE OF FLORIDA i JAM S CANTWELL NO 12079 DF PRINT DATE: 02/29/12 SCALE: 1/4"=V-0" SHEET Lu E < I Lu 74 U�j/ C'ONCF�ETE FRODUCT5, INC. P.O. BOX 279 ZELLWOOD, FL 32"f98 (401) 886-2511 1-800-654-5139 FAX 401-886-0115 LINTEL LENGTH TYf=E A49 �■■■r-�=i�r r�a„!i �T'^I%1��7%'%•%+l iii o -r NO. ■I�; �a =v:aa�r�rlrll��r s `,�a>•r. ,:/r:��r11r'%.l��r� r:!/� MEL/,.Da �ro�lllbry!� COMMENTS L -I 11'-4" 5/28-8-WIL 1122 L-2 4'-8' 8/22-5-1U/OL RECESSED L-3 5'-10" 8/Ih-5-1U/0L a L-4 414o" S/16-S-1U/OL �wL'1%'•��-�• L-5 4'-6" Bllb-S-1U/OL T-8' L-6 '1'-h" S/24-S-1U/1L Precast L-1 4'-(o' I 5/16-5-1WOL �� C WEKIWA LINTEL SCHEDULE 8" LINTEL UPLIFT LINTEL LINTEL Total coo 21 plain 2'•10" Recast � i�=>, A49 �■■■r-�=i�r r�a„!i �T'^I%1��7%'%•%+l iii o -r precast ■I�; �a =v:aa�r�rlrll��r s `,�a>•r. ,:/r:��r11r'%.l��r� r:!/� MEL/,.Da �ro�lllbry!� „ ��;.�ra�r=x�t.�>•�r,. �7clir'�eli`r'alr:'a�rlh' f r��rl,:,ll��r+r+..af,.,l,,,,� �'!1 Jiro /t /�ol�r>i ny/lal�brj!;il�lJ�P .!l .'vJ ��ar��=�a��r:•!."1l,�arl..r! 1122 l��r, ,f,.��r.r.•.�ar�.l1! �� Retest �'L'��,,., �,�r�r�'�iiLS?'�f k� �� 'f-)•('ilii /,riJ�rarra'r7 ��a1-.:1a■ell�u 1239 x��ir, rrr+ .mar ! lrr.,��rlrlr : rlarr..rrr.r � a aC11L�_ra:>rs.�a�i_ �"�"�_(.7!/1:1•��Yaw��?L'x7li��:YEZl�rlrirrlrl�rrlliulil�rlirili%i' .:•.tea: �ti��swr�t� 17NookLiL=m �G��IG`a�kJ'r"��'1,7f �wL'1%'•��-�• J.I��Zlsr.f:,_�C,■.I�%71-1�s• ��;)E-�'�'S-�" �t rl w��fiilri i.++J �r :?Irh%!2a Precast 692 T-8' ��.::��Hwi=)•�l:tii��Yi.3'��f 610 =7��Yi��§;r11• Precast 629 8'-4' ��' �� IYYat�1+i:,i>•�Urjfs��3.�-�� !i �cL7f=' 3�1��l.I�I:7�aG 1�0)♦i�T,Y7��71�-lr�f.'.%Sr� F10 at 506 10'-6' rracaat �;S w�1a1�:T//_yrs:r.��]�.;>•�T/.r�-'�f7x��rc!:� 8'-0' acaat _// ar„rT��•;;�ryrlv::.1■i�•rao�l�i1.=��.ti� !i �!!!11•x: ��el��k�{a•�i.'Lr;.��'.%1['ill♦�iKY��trCira �"s]•tsti�s�]P ��GI��I=�r,;��1�1e� precast 341 13'-4' ®��'—c3fz��=r:1�_rlilS�7•�YJL"� 314 14'-0' NRacaat 290 14-8' ��E��r�1)•�Sl�ilw7��:-5i�1'lI7�iF4+1:� ��Y]��cyl .............. ��ii��i�7-3iti%�:=�� jil�iiEil�iihi':S�G:aI•irr��i`�1'��!'LY�i �P.1r1iiYI��1%1.�'��w]F1•iC'3C�i63I��'f111• ��r�!'�+��=S=S:]•E=]re�i'S'•��ill-� 7+1��7->•il-3=��-ii�� precast 262 LINTEL LINTEL Total Tyfe 21 plain 2'•10" Recast 1420 31•6" precast 3204 4'-0' prscaat 2242 4'4' PraCast 1122 4-0' Retest 1998 5'-4' precast 1239 0'-101 precast 1044 6'41' Precast 014 1'-b' Precast 692 T-8' Mreaat 610 0'-0' Precast 629 8'-4' 1'racaet 599 9'-4' F10 at 506 10'-6' rracaat 430 8'-0' acaat 398 12'-0" Precast 360 12'-6' precast 341 13'-4' Pracaat 314 14'-0' NRacaat 290 14-8' Precast 211 215 precast 262 Precast precast 210 NA - Not Recce ad 12" LINTEL GRAVITY SAFE GRAVITY LOADS 116-e-oL 12na•s•�L /16.9 -IL 12!]rD•9-a. 8" LATERAL TABLE LINTEL REINFORCEMENT SCHEDULE i..ii: myAy L/1idLr191lGTH;,..::r •; •.:::•:: •:....................... ••:::ROMORCEAENT:::;;• ;•:• •:::::;•::;:• :•: ;• ;• ;•:: NCH :::::::; LINTEL SAFE_ LATERAL LOADS (FLF) L gat TSW FLAW FILLED 270_T'_ st 900 2 3'-6' Firma L900 2590 4'-0' Precast 1010 2100 4'-b' Precast we rw 4-8' Precast 8se 1600 5'-4' Precast 110 Wm0 5'-10' Prmcaet 623 1200 6'-6' Forecast 540 ow 1'-b' precast 440 890 T-8' Precast 430 850 8'-0' Precast 410 820 1000 Precast Me 100 2111 Precast 6588 8520 10000 Precast 3w bee 10000 Precast 215 E50 1651 1 Precast 255 We 1658 Precast 245 432Frecaet tO' 5'-10" 220 450FreaAst 1461 3001 210 430 10000 peastrmeemd 110 390 10000 Prestressed 165 310 11'41 Frmetrmeeed 145 320 -4' tree5od 130 280 201-01 rmtm5od 120 250 211-41 "d it 230 22'-0" tressed 110 22b 24'-0' prestressed I 190 200 N.R. - Not Recommended 1849 2819 LINTEL REINFORCEMENT SCHEDULE i..ii: myAy L/1idLr191lGTH;,..::r •; •.:::•:: •:....................... ••:::ROMORCEAENT:::;;• ;•:• •:::::;•::;:• :•: ;• ;• ;•:: NCH :::::::; To �-Ir1.0" (1) 05 CONTINUOUS To "I NONEFW %�INH..... TOTAL LENGT 2'-10" 8'Xlb'' KNOCKOUTILL5LOCK To iT-C A 2 A3 8/8-6-01_ 2 g 1CO�3NGiT1-LAEDLpIN FfELD) (21 OP PREMMSEQ. oil 191-e To 22'-9-(2) ?A r PREMERED (2105 REFER To LWEL SECTION FOR REINFORCEMENT LOACTIONS 8" LINTEL GRAVITY LINTEL SAFE LATERAL LOADS lFLF1 3 (1) 05 CONTINUOUS PLAB" N98Ep REMED 8" ILL M TOTAL LENGT 2'-10" 8'Xlb'' KNOCKOUTILL5LOCK 8" PLAIN 6021 8/8-6-01_ 8/12-6-0L g 1CO�3NGiT1-LAEDLpIN FfELD) 824 -6 -OL /28-5-0 8/32-9-0L 8/8 -5 -IL 8/12 -6 -IL 8/16 -S -1L 8/20 -5 -IL 8/24 -6 -IL 8/28 -5 -IL 8/32-6-1L 0000 10000 10000 10000 0lA00 0000 0�NGiTF1� �kA PRECAST 2603 'SNUOUS 9339 10000 10000 (OP) P 10000 10000 4011 10000 10000 10000 10000 10000 1/32' STIRRUP$ AT 4'-0' as 1/321 r PRECAST 1821 2921 6733 --ycv 10000 'A' EARS (MAIN REINF.) 10000 _ 2921 ,853 10000 10000 10000 10000 SEE SCHEDULE 8" LINTEL GRAVITY LINTEL SAFE LATERAL LOADS lFLF1 Lee SAFE GRAVITY LOADS (PLP) PLAB" N98Ep REMED 8" ILL M TOTAL LENGT 2'-10" TYPIE PRECAST 8" PLAIN 6021 8/8-6-01_ 8/12-6-0L 8/16-6-01_ 820-5-0 824 -6 -OL /28-5-0 8/32-9-0L 8/8 -5 -IL 8/12 -6 -IL 8/16 -S -1L 8/20 -5 -IL 8/24 -6 -IL 8/28 -5 -IL 8/32-6-1L 0000 10000 10000 10000 0lA00 0000 8491 10000 10000 10000 10000 10000 10000 3'-6' PRECAST 2603 4011 9339 10000 10000 10000 10000 10000 4011 10000 10000 10000 10000 10000 10000 4'-0' PRECAST 1821 2921 6733 9515 10000 10000 10000 10000 2921 ,853 10000 10000 10000 10000 10000 4'-6' PRECAST 1398 2214 5018 '11'19 We,4 10000 10000 10000 2214 5412 10000 10000 10000 10000 1000 4'-8' PRECAST 1298 2111 4660 6588 8520 10000 10000 10000 2111 4902 10000 10000 10000 10000 10000 5'-4' PRECAST 1006 1651 1 3409 4823 1 6239 1658 9011 I 10000 1651 3556 6437 10000 10000 10000 10000 5'-10" PRECAST 848 1461 3001 5111 Dew 10000 10000 10000 1461 3001 5111 8888 10000 10000 10000 precast PRECAST 110 1232 2440 3°334 6250 8589 10000 10(400 1232 2440 3934 6250 100140 10000 10000 1-6' PRECAST 562 1001 1918 2942 4346 6461 10000 10000 1001 1918 2942 4346 6461 10000 10000 PRECAST 544 315 1849 2819 4131 6010 9245 10000 915 1849 I 2819 4131 6010 9245 10000 8'-0' PRECAST 511 2602 3151 5030 1958 10000 2602 3151 5405 7958 10000 8'-4" PRECAST 482 2415 3444 4866 6983 10000 2415 3444 4810 6983 W6&I 10000 9'-4' PRECAST 411 1991 2 68 S 69 2 106 1991 2168 3169 5124 1061 10'-6' PRECAST 349 1649 2231 mw 3883 5094 1649 2231 2962 3883 5094 11'-4' PRECAST 315 514 1028 1465 1964 2566 3305 4239 514 1028 14b5 1964 2566 3305 4239 12'-0" PRECAST 292 533 we 1343 1189 2316 2951 3134 533 950 1343 1185 2316 2551 3134 121-6' PRECAST 211 5 898 1264 1616 2151 2130 3426 1264 1616 2151 2130 505M622 3426 13'-4' PRECAST 255 464 1151 1515 1935 2425 3010 464 1151 1515 1935 2425 3010 PRECAST 23g 436 1013 1406 1186 2225 2141 496 1013 1406 1186 2225 2141 FIEESTRESSED N.R.N'R• N.R. N.R. N.R. N.R. N.R. 480 511 1234 1 1421 1119 2188 2662 15'-4' PRESTRESSED N.R. N.R.N.R.N.R.N N.R. NRt N.R. 454 165 1160 1331 1660 2032 2459 11'-4' PRESTRESSED N.R. N.R. N.R. N.R. N.R. N.R. N.R. N.R. 389 652 882 1111 1319 1611 1991 19'-4' PRESTRE$SEP N.R. NX N.R. N.R. N.R. KR. N.R. N.R. 339 561 849 960 1111 1415 1616 20'-0 PRESTRESSED N.R. N.R. N.R. N.R. N . ISM- N.R. N.R. 325 543 812 1 911 1122 1345 1590 21'-4" PRESTRESSED N.R. N.R. N.R. N.R. N.R. N.R. N.R. N.R. 295 500 146 840 1024 1224 1441 22'-0" PRESTRESSED N.R. N.R. N.R. N.R. N.R. N N . N.R. 1 111 806 981 1111 2Nje61 OR 1316 PRESTRESSED N.R. -1. N N 203 431 .}0j 1 810 1 1034 1 1710 II R- a Not Recommended NR - Nat Recanrnerded 8" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR HEADE=R SAFE LATERAL LOADS lFLF1 Lee T9_ PLAB" N98Ep REMED 8" ILL M 3'-13' Precast 590 m5 4'-0 Precast 520 15W 4'- precast I 490 ww 4'4 Precast 165 1330 4-8' Pretest 413 1240 5'-8' Precast 320 950 b' 8' Precast Me 160 1'•8' Pretest 200 640 9'•8' Precast 160 490 12" RECESS DOOR HEADER I ATrPAI_ TABLE RECE55 DOOR HEADER SAFE LATERAL LOADS (FLP) Total Length T9" 12' RECESSED PLAN 12' RECESSED FILLED 3'•8" Precast 2025 3210 4'-0' Preeasc 111e 2860 4'.2- Protest 1650 2690 4'4 Precast 515 2540 4-8' Frwast 1420 2290 5'-8' Precast1080 Precast rise b'-$' Pretest 815 1425 11-8 I prataat 190 1190 91-8' I Fretast 550 we 12"' LATERAL TABLE ,,, TYPICAL LINTEL 8"x81" SECTION TYPICAL LINTEL 8"X8" RECESSED SECTION PTIONAL QST 3T 8 OLELAI1, SAf gACH LEG PP TO 14'-0 LENGTHS 1132' STIRRUP'S 4'-0' C/C 4� PtIONAL W55T"1'F'E IDE5IGNAT I ON cD � I ;;:•''.4•i1ti...�� 'A' 5AR3 (MAIN REINF.) NOMINAL. WIDTH/HEIGHT OF LINTEL o_ SEE SCHEDULE 1131 BARS - SEE SCHEDULE �PLAIN OR SOLA? LINTEL 1 " 4 I 1 -0 '1 Ila. O.t , TYPICAL COMPOSITE LINTEL SECTION " " �No OROLOWER LNTELDITIONAL 05 �CAVIIIN UPPER TYPICAL LINTEL I� x8 SECTION J A R C H I T E C T S esimig 1 Group Inc.. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com 111116 AA #: 0003325 LINTEL SAFE LATERA!_ LOADS (FLP) Le^9 T�7B PLAIN FILLED 2'-10' Pretest 3906) 69ee 3'-6' PrecAet 2400 4115 41-0' at 195e uw 4'-6' Precast 1650 9450 ' Fmwast 1550 1 3200 5'-4' Precast 1320 lbw 5'-10' Precast 1160 2250 6'-6' Precast 1000 w T•b' Frsrteat 820 1650 T-61 Precast we woo Precut 150 530 • precast 120 1." Precast 640 1210 Precast 550 1110 FwAst We 1000 12'-0' Precast 480 950 121-6' Precast 460 510 ' Precast 430 850 W-01 Precast 400 we 14-8" PrewAst 300 lb0 15'-4' precast 330 130 ' Precast 1 320 630 N.R. - Not Recommended ,,, TYPICAL LINTEL 8"x81" SECTION TYPICAL LINTEL 8"X8" RECESSED SECTION PTIONAL QST 3T 8 OLELAI1, SAf gACH LEG PP TO 14'-0 LENGTHS 1132' STIRRUP'S 4'-0' C/C 4� PtIONAL W55T"1'F'E IDE5IGNAT I ON cD � I ;;:•''.4•i1ti...�� 'A' 5AR3 (MAIN REINF.) NOMINAL. WIDTH/HEIGHT OF LINTEL o_ SEE SCHEDULE 1131 BARS - SEE SCHEDULE �PLAIN OR SOLA? LINTEL 1 " 4 I 1 -0 '1 Ila. O.t , TYPICAL COMPOSITE LINTEL SECTION " " �No OROLOWER LNTELDITIONAL 05 �CAVIIIN UPPER TYPICAL LINTEL I� x8 SECTION J A R C H I T E C T S esimig 1 Group Inc.. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com 111116 AA #: 0003325 1) 45 CONTINUOUS (1) 09 CONTINUOUS 3000 PSI CONC. FILL (CONCRETE PLACED IN FIELD) 0 pgI �y -TOP LEG MARS: CCRET PLE� IN FIELD) LEG UP tRO�v 1' " TOP LEG E3ARs: LENGTHS �`�I LEG UP O F4 0 LENGTHS -1/32' STIRRUPS a 4'-0" C/O CONTINUOUS - n) 05 coNTlNuou$ 4 (OPTIiOGNA (OPTIONAL) 'A' 15ARS (MAIN REINF.) _ REINF.) — ° 'SEE 8 SEE SCHEDULE EI7ULIB C," E "B" BAR$ - SEE SCHEDULE 1/321 STIRRUPS AT 4'-0' cc 1 -18 ,,, TYPICAL LINTEL 8"x81" SECTION TYPICAL LINTEL 8"X8" RECESSED SECTION PTIONAL QST 3T 8 OLELAI1, SAf gACH LEG PP TO 14'-0 LENGTHS 1132' STIRRUP'S 4'-0' C/C 4� PtIONAL W55T"1'F'E IDE5IGNAT I ON cD � I ;;:•''.4•i1ti...�� 'A' 5AR3 (MAIN REINF.) NOMINAL. WIDTH/HEIGHT OF LINTEL o_ SEE SCHEDULE 1131 BARS - SEE SCHEDULE �PLAIN OR SOLA? LINTEL 1 " 4 I 1 -0 '1 Ila. O.t , TYPICAL COMPOSITE LINTEL SECTION " " �No OROLOWER LNTELDITIONAL 05 �CAVIIIN UPPER TYPICAL LINTEL I� x8 SECTION J A R C H I T E C T S esimig 1 Group Inc.. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com 111116 AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE LOT #201'1 PROJECT# 02108.008 MODEL: 222498" GARAGE SWING: LEFT PAGE: LINTEL PLAN (WEKIWA) ARCHITECT- STATE OF FLORIDA JAMS CANTWELL A NO 12079 PRINT DATE: 02/29/12 SCALE: 1/4"=1'--0" SHEET P o �DF 1 11A a Z O H 6 q o Q ; 11.1 z Lu LU a FGa, 0 F•, SUBDIV. & LOT: TUSCA PLACE LOT #201'1 PROJECT# 02108.008 MODEL: 222498" GARAGE SWING: LEFT PAGE: LINTEL PLAN (WEKIWA) ARCHITECT- STATE OF FLORIDA JAMS CANTWELL A NO 12079 PRINT DATE: 02/29/12 SCALE: 1/4"=1'--0" SHEET P o �DF FIRST FLOODn, 11 14 305�D-SH 3�i50-SH Frr��55 4s�50 -SH GRI=3S EGRE55 EGRESS alw 50(6=111 WIND LOAD u"ALU"'ULATIONco 0 COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS SQUARE WINDOW SIZE ZONE 120 MPH WIND REMARKS CALL # FOOTAGE AND TYPE 1 112ARAC*E 5 21.5/ -26.1 DOOR 2 20 3065 DR 4 24.7/ -26.9 3 2-1 36 -SH 5 24.2/-313 4 15 25-5H 4 25.3/-27.5 5 15 25-5H 4 253/-21.5 6 15 3050 -SH 5 253/-33.6 z IS 3050-5H 5 253/-33.6 8 20 4050 -SH 4 24.1/ -26.9 9 15 3050 -SH 5 253/-33.6 241/ -26.9 10 20 4050 -SH 4 N 11 15 3250-5H 5 253/-33.6 D z 2040 -SH Q 12 S TEMP 4 25.9/-28.1 13 40 6'-0' X 6'-8° 4 23.6/-25.7 fy- 4 14 10 23 -SH 4 25.9/-28.1 BASIC WIND SPEED MPH = 120 INTERNAL PRESSURE COEFFICENT= ± 0.18 BUILDING CATEGORY=11, USE IMPORTANCE FACTOR 1.0 ANY OPENING WITHIN 4'-0" OF ANY CORNER WILL BE AZONE 5 CATEGORY EXPOSURE=B A R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 SU313 aIV. & LOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MOI)EL: "2495" GARAGE SWING: LEFT PAGE: WIND LOAD CALCULATIONS ARCHITECT: STATE OF FLORIDA J JAME CANTWELL A O 12079 Piti DATE: 02/2 9Z712 SCALE: SliEET I c OP -23 m _ o z �t d N4 N 3 D z Q O fy- 4 W W p z IL Q (P 41 � 61 SU313 aIV. & LOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MOI)EL: "2495" GARAGE SWING: LEFT PAGE: WIND LOAD CALCULATIONS ARCHITECT: STATE OF FLORIDA J JAME CANTWELL A O 12079 Piti DATE: 02/2 9Z712 SCALE: SliEET I c OP -23 Maii FIRST FLOOR PLAN NOTE: r,>F-N5 ARMOUR AT BATHROOMS. I=REFA5 SHOWERS/TUBS TO BE SET IN TYPE 2 FOAM_ EXTERIOR EXTERIOR MA60NRY L WALL 5RG. HE r= 7R -,,ORM H14 ux, 42 L _E610G LOAD 5RG. UJALI_ F7_ - z---------------- I �><& &><(O POST POST COVERED PATIO 5'-5" CLG. Tr -'A 'T10 OVERED & r IU SQ. FT. CALC.'S LIVING (IST.) LIVING (2ND.) 1040 1450 SO, FT. 60. FT. TOTAL LIVING GARAGE PATIO ENTRY ELEV. 'AN ENTRY ELEV. '5" 4 24cJ5 44(o 35 2(o 72 50. FT. 5Q, FT. 5Q. FT. 60. FT. 50. FT. TOTAL ELEV. "A" TOTAL ELEV. "e" 4 3005 3051 50. FT. 50. FT, EXTERIOR EXTERIOR MA60NRY L WALL 5RG. HE r= 7R -,,ORM H14 ux, 42 L _E610G LOAD 5RG. UJALI_ F7_ - z---------------- I �><& &><(O POST POST COVERED PATIO 5'-5" CLG. Tr -'A 'T10 OVERED & r IU v_ON IcI_&II ID r,--�ELEVATION jD & c 99 I it ARCHITECTS Design Group oupinc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 mmabdesigngroup-com AA #: 0003325 00 TEMP_ 61 oil ENTRY --- - - - - - - - - - - lu t�4 cn :lk N v_ON IcI_&II ID r,--�ELEVATION jD & c 99 I it ARCHITECTS Design Group oupinc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 mmabdesigngroup-com AA #: 0003325 00 F-SUIBIDIV. & 3[.,OT-. TUSCA PLACE LOT #201-1 P3Ft0.TZCT# 02108.008 MODEL.: "2498"_ GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN ARCHITECT - STATE JATE OFFLORID JAM S CANTWELL NO 12079 JAM S N Pltl2N,T 29/12 PRINT 02L DATE. 8 S C - CA3LE. 410 T SliEET 2 OF2 lu t�4 tu UA o U4 tu LU (L (L fu J.n LTi -0 F-SUIBIDIV. & 3[.,OT-. TUSCA PLACE LOT #201-1 P3Ft0.TZCT# 02108.008 MODEL.: "2498"_ GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN ARCHITECT - STATE JATE OFFLORID JAM S CANTWELL NO 12079 JAM S N Pltl2N,T 29/12 PRINT 02L DATE. 8 S C - CA3LE. 410 T SliEET 2 OF2 401-011 12'-2" 2'-10° 3050 -SH 3050_6H EGRESS 4050-6H EGRE55 BEDROOM #2 LOFT BEDROOM #3 F a' -O" GLG3. to d r 55H�� dJ Lu c) W 4 - 0 �. 42 LOUD — — — 2 _ 0 'b" W,4LL U1/ lx(o 2 _0 Ifiz-1SN �" UJP CAfi Bl=. 2x8 3(Ox(00 H 2 *no _ I pN I? BAT �42°x&0 � -" .s 5'-0" GLG. 3r -l" TUB SHUJ. I �r N I = L,4v. wc. w�t 2 -tom"- � M. BATH " " ATTIC -oilI QL 3 -S 2 -4 11�4' '" '-0' '" �'-0" a' -S° 5 2-4 W.I.C. I I �- } LUC. IGARFE I I 1R -15H .4 r - g s'°-31-411-0" -0 m CIA c� cv �r 4I r- 4X q'5 4x6 POSTMSTR a'-0' C11 -G. 3050 -SH 3050-5H EGRESg EGRESS 22 -� 401-011 SEC-10ND FLOOR P NOTE! - DENS ARMOUR AT 5,4TPROOMS. - PREF-A53 5H0WER6/TUf36 TO 5E SET IN T'YFE 2 I -0,4M. BEDROOM #4 S'-0" GLG. 4050-sH EGRESS 15'-0" 18'-0° rv' -3" #R Id A R C H IT E G TS /Design Groupinc.. Al N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup,.com AA #: 0003325 SLTBDI`T. & LOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MODFL: "2408 GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN ARCHITECT: STATE OF FLORIDA I-'RINT PRDATE: 02/29./12 SCALE: 1/4"=l'—O" SHEET 0 F� COL�J1�[l�T DETAIL SCALE: 1/2" = 1'-01' 01 25'-3 1/2" BLDG. HT. STUCCO BAND Ix(o F,45CIA/Jy 18'-sa" 2ND. BOARD W/ 161 -011 2ND. � _ - — — FLR. BRG, HT. SOFFIT FLR, SRG, Ht. 5RG. HGT.Ai,\,, Ga" RAISED SOX OUT FRAME SAND (TYP.) UJIRELATH ANDSTUC HURRGGANE APPLIED � STRAP. SEE SHUTTER t- (tYF') ula FRAMING PLAN STUCCO ON FOAM BAND 10 -D 2ND. _ 1sa -D„ 2ND. STUCCO ON FIN. FLR, T - 5:I2 PITCH FIN. FLR. ¢ TAPERED FOAM 8'-U” 5RG. HT Y CH 8;12 PIT - 81-811 E3RG. HT_ (1) 05 REBAR RAISED STUCCO BAND F: CONTINUOUS FROM FOOTING � I � l _ S CMU � lr STUCCO ON 1 '- r I - 1- FOAM BAND ,n `i•' �'. • r' I `t 12" CMU cv m �:�r�• O' -O" FIN. FLR.rl �10F] `" FIN. FLR. CONCRETE Nk 0'- 0' FIN. FLR.:�°' :'' 5L,45 AT ;•� NT Y `-- — — ',�f,•:*a:X`.5' .... 'S•1!.•.i''x,.:'.Y 3w!.';a'r'ri ✓;T: 24"X24'; CONCRETE PAD `��`:"`s"�:•�``.�' ,.rS:• � � F _lIL 'fid 0 1 � ..IIL ELEVATION W! (3) S BARS E.W. (ON CHAIRS) MIN. 3" COVER0_ TEXTURED FINISH C OLUMNSECTION SCALE: 1/2"=1'-0" (f)COV. PORCH IS' -D" 2ND. FLR. 5RG. HT. I0'-0" 2ND. FIN, FLR. BRCS_ HT. 01-0" FIN. FLR. OFF -RIDGE VENT OFF -RIDGE VENT _OL 18'-O" 2ND. /� FLR. BRG. HT, 1'-0" OIL ID' -m' 2ND. FIN. FLR. OL 8'-8" 5RG. HT. IL--Jl j 11 OL m' -O' FIN. FLR. IN T !�EAR ELEVATION TEXTURED FINISH A R C H rT E C TS Design G rO u p Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com. AA #: 0003325 SLTBDIV. & IAT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MODEL: "2408 GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION ARCHITECT STATE OF FLORIDA JAM10CANTWELL NO 12079 PMT 02/29/12 SCALE: 1/4"=l' -O" ZHEET 4 E) ) ) JD or�� _D � 1 z p r o <w lu jy =� o z a Z Q q U e) Lu 4 SLTBDIV. & IAT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MODEL: "2408 GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION ARCHITECT STATE OF FLORIDA JAM10CANTWELL NO 12079 PMT 02/29/12 SCALE: 1/4"=l' -O" ZHEET 4 E) ) ) JD or�� _D IS' -O" 2ND. FLR. E5RG. HT. Y I0'-01, 2ND. FIN. FLR. a' -a, eRG. HT. P 0'-0" FIN. FLR. 1LEFT ELEVATION TEXTURED FIN15H Rlu"HT IELEVATION (D -C 0 v PORCH RICzHT 51M. 15'-o" 2ND. — FLR. 5RG. HT, Io' -P" 2ND. FIN. FLR. 6-5` »RG. HT. o' -O" FIN. FLR, A R C H ITEC T'S Design roup GInc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com 64 AA #: 0003325 Y CD uui Q }- a iY I Q N �C W w q m Lo ti svF�DIV. I.,0T: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MoIDEL: "2498" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION B„ ARCHITECT - STATE OF FLORIDA "Ft02/29/12 :1/4 V-0 ZHEET 5 I3) ` r _ 3 9' - 4' (D -C 0 v PORCH RICzHT 51M. 15'-o" 2ND. — FLR. 5RG. HT, Io' -P" 2ND. FIN. FLR. 6-5` »RG. HT. o' -O" FIN. FLR, A R C H ITEC T'S Design roup GInc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com 64 AA #: 0003325 Y CD uui Q }- a iY I Q N �C W w q m Lo ti svF�DIV. I.,0T: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MoIDEL: "2498" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION B„ ARCHITECT - STATE OF FLORIDA "Ft02/29/12 :1/4 V-0 ZHEET 5 I3) ` r _ 3 TYP. `QWA3/ FRONT ELEVATION. TEXTURED 1=1N15H -&' BUTTERFLY METAL LATH 'w WINDOW CORNERS 12 TYP. 15 WA 16A , I WA MAX. �B WA2 14B TYP. REAR ELEVATION TEXTURED 1=INISH —&" BUTTERFLY METAL L,4TH Q WINDOW CORNERS TYP II 14A U �PA3 TYP. LEFT E TEXTURED FIN15H -to" 5UTTERr-i_Y MET,4L 1_4TH o WINDOW CORNERS RIGHT ELEVATION TEXTURED FIN15H ®—&' PUTTERFLY METAL LATH �m WINDOW CORNER5 A R C H IT E I Ts Grou p`inc. 441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVETJIV. & LOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008- MODEL. - P; 2498" 2108.008-MODEL:"2498" GARAGE SWING: LEFT ;PAGE: WALL ASSEMBLY ELEVATION " B" ARCHITECT= STATE OF FLORI11 DA JAMES1 CANTWELL AR 140 12079 PRIM OAT 02/29 12 SCALE: a x7 }- 0 lu z d a Lu p a q C) �U < N W lu u iL <1 =1 Q (P c 0 � � Lop SVETJIV. & LOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008- MODEL. - P; 2498" 2108.008-MODEL:"2498" GARAGE SWING: LEFT ;PAGE: WALL ASSEMBLY ELEVATION " B" ARCHITECT= STATE OF FLORI11 DA JAMES1 CANTWELL AR 140 12079 PRIM OAT 02/29 12 SCALE: SHEET 4B-2o1�P2 k A HEADER SPAN CHART CONNECTOR SCHEDULE SIZE SIMPSON DBL 2 x 6 DES. UPLIFT GRAVITY FASTNER >- META -16 1450 !1) 10d x 1 1/2 1 -PLY/ (6) 16d 2 -PLY It 1985 (10) lod x 11/2 1 -PLY Z (2) META -16a 1900 (14) 16d 2 -PLY (A 1 -ETA -16 1810 (9) 10d x 1 1/2 I -PLY/ (8) I&d 2 -PLY Q g HETA-2c 1810 (8) 1cd x 1 1/2 I -PLY/ (8) Ibd 2 -PLY 0" UP TO 5'--61-411 2035 (10) 10d x 1 1/2 I -PLY 5'-011 TO 61- ,{ II 0) HETA-20 2500 (12) 16d 2 -PLY &'-4" TO W-0" MGT + 3965 (1) 5/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD 5'-0" AND OVER HCaT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD HGT-3 + 10530 (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD LTAI 1420 (12) 1cd x 1-1/2' VGT 41540 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SPS 1/4' X 3' TO WOOD (2) VOT (2-PLY/3-FLY) 7185/8892 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SP8 1/4' X 3' TO WOOD �. 4 q MTS -12 1200 (14) 10d x 1 1/2 N Q N NT6-16 1150 (1(p) 12d x 1 1/2 CL ` NTS -20 1450 (24) 10d x 1 1/2 L5TA-12 ++ 825 (10> 10.01 LSTA-IS ++ 1235 (14) 10d (/) MSTA-15 ++ 1315 (14) 10d CL MSTA-24 ++ 1640 (16) loci x MSTA-30 2050 (22) 10d MSTA-36 ++ 2050 C26J 1cd MST] -36 3800 (36) 106 x 1 1/2 MSTI-45 5065 (48) 10d x 1 1/2 H6 1350 (S) ad t0 PLATES, (5) 8d TO STUDS SP4 555 (6) 10d x 1 1/2' TO STUDS A33 150 (4) 10d TO BEAM (4) 10d TO POST. HCP2 645 l61 10d x 1-1/2' H10 SG36 -1/2 ABU 44 2220 6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (M IN. 1' EMBED.) IN CONG. (12) 16d TO WOOD ABU 66 12020 (1) 5/S'A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CCNC., (12)16d TO WOOD LTTI9 +++ (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBEPa IN CONC., (SAOd TO WOOD 0 7T2 +++ (1) 1/2' A.T. IN HIGHS NGtH E XY (MIN. 1" M I IN CONC. (2) T TO WOOD = V Q (1) 5/a' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (18) 12d x 1 1/2' t0 WOOD Hii4 CU 5/S' AT.R IN HIGH STRENGTH EPDXY (MIN. 1" EMBED.) IN CONIC. (16) 16d x 2 112" t0 WOOD (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) 10d x 11/2' TO WOOD h42 WT75 (1) 5/S' AT_R. IN HIGH STRENGxTH EPDXY, (MIN. 1' EMBED.) IN CONIC. (26) 10d 70 WOOD (I /a' A.T.R N HIG EPDXY, N. 1 BEP. I CONC. 6) 16d x I O WOOD HHPQ11-SDS 2.5+ 11,445 1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG., (24)50$ 4' x ' WOOD SCREWS H 1 6450 (9 1/8' A.B. IN HIGH STRENGTH EPDXY (MIN. 1' EMBEpJ IN CONC. (3)_6' StUp I5OLTS t0 WOOp M15HA 356/11.25 34-l5 5330 (1) 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' ENDEDMENT) IN CM. TOP, (1) 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN 6.15' EMBEDMENT) IN C.M.U. FACE, eIS)IOd t0 BEAM 0!U Lv MBHA 550/11.25 3415 5330 (1) 3/4' ATR_ IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, 3/4' A.T.R. IN HIGH STRENGTH EPDXY, IMIN. 6.15' EMBEDMENT) IN CM,U. FACE, (18)Icd t0 BEAM Z C210-3 (WOOD laic 4 0 (FLOOR) IS -1/4' x 2-3/4' TITEN ( Z PER FLANGE) TO CMU, (lo) lcd TO WOOD Q 3: HUC410 (CMU) 1510 5085 18-I/4' x 2-3/4' TItEN (9 PER FLANGE) t0 GMU (10) loci t0 WORD. HUG 210-3 lalc 4000) 18-1/4' x 2-3/4' TITEN TO CMU ( 10) 10d TO WOO HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PROPUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN G.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE 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 CHIS APPLICATION PRIOR TO INSTALLATION. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1" 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 IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING: IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR t0 USE_ ALL CONNECTOR VALUES BASED ON SIMP50N 'WOOD CONSTRUCTION CONNECTORS C-2011' 'HIGH WIND -RESISTANT CONSTRUCTION C-HWo15, ANp ANCHORING d FASTENING SYSTEMS FOR CONCRETE # MASONRY CATALOG C -SAS -2008. HEADER SPAN CHART MlNImUm STUD BRACING LEGEND EXTERIOR GABLE TO BE BRACED W/2X4 BLOCKING e 4'-0" OC. (IST 2 BAYS) & 2X4 5YP *2 X -BRACING. REFER TO TYPICAL PET,41L 5HTS FOR BRACING REQUIREMENTS FASTEN 2X4 5YP 02 OR 5PF BEVEL CUT TO TRUSS TOP CHORD W/106 x 3" NAILS ,w &` O.C. STAGGERED NOTE: TRUSSES MARKED W/AN "* " REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. 1-4,4NC-44f=TU fE3 H USE=D 5INGL E 5TORi' APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4" DBL 2 x 5 5'-4" TO 1'-0" DBL 2 x IO -11-011 TO 10"-0" DBL 2 x 12 10'-0" AND OVER TWO STORY AFFLIC-ATION DOWN 5TAIR5 SIZE CLEAR SPAN D5L 2 x & 0" UP TO 5'--61-411 DBL 2 x S 5'-011 TO 61- ,{ II DBL 2 x 10 &'-4" TO W-0" DBL 2 x 12 5'-0" AND OVER MlNImUm STUD BRACING LEGEND EXTERIOR GABLE TO BE BRACED W/2X4 BLOCKING e 4'-0" OC. (IST 2 BAYS) & 2X4 5YP *2 X -BRACING. REFER TO TYPICAL PET,41L 5HTS FOR BRACING REQUIREMENTS FASTEN 2X4 5YP 02 OR 5PF BEVEL CUT TO TRUSS TOP CHORD W/106 x 3" NAILS ,w &` O.C. STAGGERED NOTE: TRUSSES MARKED W/AN "* " REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. 1-4,4NC-44f=TU fE3 H USE=D (5impSon) or (USP) Q HU5260 O HU52(p (@ HGU526-2 �Ci TN1�H26-2 @ HGU526-2 @ THDH28-2 (r7 HHU546 Q THD4(o I� 5UR/L2('-2 ( &<H26R/L-2 DENOTE TRU55 WEB BRACE REQUIFT:D. _ ... DENOTE RAT RUN s 10'0/C MAX. _ = DENOTE 24 6TRON65ACK is 10' 0/G MAX. WALL AND HEADER RFOUTREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO S' -Q' U.N.O. 4'-11 1/2" 1'-11 1/2" AND Uf NUMBER OF HEADER 5TUD5 SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 �44NCxER SGNEDULE I Lr - 5IMP50N HU52& ( 11 NEEDED) / \ - 5IMP50N THA422 (2 NEEDED) FRAMING NOTES: 1. HURRICANE STRAPS TO 5E MANUFACTURED 5Y 51MP50N STRONG -TIE OR EaUAL, U.N.O. 2.T)r1PICAL HURRICANE STRAPS ARE 45 FOLLOW5, U.N.O. * TRUSS TO MA50NRY/CONCRETE &HALL 13E META -16 * FLOOD:' J015T TO f 1,45ONRY/CONCRETE SHALL 5E HET,4-lfo AT EACH END AND 3211 ON CENTER: ON JOISTS PARALLEL TO WALL. * TFU55 TO WOOD FRAMING SHALL 5E MT5-12 3.TR:U56 TO TRU55 CONNECTIONS AND HANGER5 SHALL 5E DE51GNED AND SUPPLIED 5Y TRUSS MANUFACTURER. 4 -REFER TO TRU55 1„1ANUFACTUREP'5 5IGNED ANI7 -SEALED DRAWING5 FOR LOCATIONS, PROFILE, AND 51ZE OF ROOF/FLOOR TRUSSES. 5.HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REa. ARE STANDARD U.N.O ON FRAMING PLAN (o. MIN, 2x4 HIP CUT 5L.00KING SECURED W/3-106 GUN NAILS OR 3-1201 HAND DRIVES Aa EA. END. CUT PITCH 4 5EvEL TO FIT TIGHT TO TRU55 A5 PER APA R'.EQUIRE1M'lENT5. 'K. FiUL.41 CJ w/ 15-1/4"X2 3/4" TAPCONS (9 PER FLANGE) HUC410 W/ 15-1/4"X2 3/4" TAPCON5 (9 PER FLANGE) _SECURE BM TO 5LK W/(2) HETA-I(o, BLK COL. TO I' -W FIRST FLOOR FRAMING PLAN 12X& IF LEDGER • r TO EA ii r -LR TRUSS LIA4"PIA. 11A mol 15-1/4'X2 3/4" LJHUC410 x[]11 �IIC]tI111��I1l 111�I=1 i��C�11111�� - II I XI � csi � II I n Q — — 2X12 M 2X12 SM W N Q )7 �c IL X SECURE BM (y ca 00 HUC410 W/ TO 15LK W/(2) Q V 15-1/4"X2 3/4" HEETA-l(o, BLK OO d d TAPCONS OB COL. TO I' -a' PER FLANGE) wp�zw ELET][ON "]�& C'� HT 2X& LEDGER FASTENED TO EA FLR TRUSS W/Y4"DIA. X 4" LAG SCREWS I SOUTHERN 5/12/11 11 A R C H I T E C T S 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 SUB:DIV. & LOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 M01=1..- "2498" GARAGE SWING: LEFT PAGE: FIRST FLOOR FRAMING PLAN ELEVATION " A,13 & C" ARCHITECT= STATE OF FLORIDA NO 02/29/12 SCALE: 1/4"=1'-0" SHEET OF(::� i Lu �. 4 q Lu {C 0 N Q N 11.1 z 111 CL ` -1 uj Q .: cv s~ SUB:DIV. & LOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 M01=1..- "2498" GARAGE SWING: LEFT PAGE: FIRST FLOOR FRAMING PLAN ELEVATION " A,13 & C" ARCHITECT= STATE OF FLORIDA NO 02/29/12 SCALE: 1/4"=1'-0" SHEET OF(::� i ZA.T.R. - A-51VI ALL I++Fc>:fW IcVV HUs26 BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR 5TOR ' APPLICATION MUST BE RESPONSIBLE FOR MAKII,* SURE THAT THE PROPER CORROSION PROTECTION IS USED, ® HrU628-2 U44ON USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WI -EN USING IMAX / HDG GALVANIZED CONNECTORS, DBL 2 DBL 2 DSL 2 DBL 2 USE FASTENERS GALVANIZED PER ASTM-AI59 UP TO 5'-4" 5'-4" TO 1'-0" 1'-0" TO 10"-0" 10'-®" AND OVER USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE SUPPORTING END OF HEADER ARCHITECT/ENGINEER OF RECORD PRIOR TO USE 2 ALL CONNECTOR VALUES MA3ED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2011' 'HIGW UIINP-RESISTANT CONSTRICTION NUMBER OF FULL LENGTH STUDS C -14W09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -SAS -2049. DBL 2 DBL 2 DBL 2 DBL 2 PT T1 P HEADER SPAN CHART MI1VIMUM STUD BRAC ING LEGEND EXTERIOR CABLE TO BE ® BRACED UJ/2X4 BLOCKING 4'-0" O.C. (16T 2 BAYS) 4 2X4 SYP *2 X -BRACING. REFER TO TYPICAL DETAIL SHT5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP 02 OR SPE BEVEL CUT TO TRUSS TOP CHORD W/106 x 3" NAILS e Ga' O.C. STAGGERED NOTE: TRUSSES MARKED UJ/AN "* " REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. C�E=R (Simpson) or (USP) HUs26 51Nr:sLE 5TOR ' APPLICATION SIZE ® HrU628-2 CLEAR SPAN DBL 2 DBL 2 DSL 2 DBL 2 x (o x 5 x 10 x 12 UP TO 5'-4" 5'-4" TO 1'-0" 1'-0" TO 10"-0" 10'-®" AND OVER TWO 5TORY APPLICATION C)OU N STAIR 5 SUPPORTING END OF HEADER 1 2 SIZE NUMBER OF FULL LENGTH STUDS CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x S x 10 x 12 UP TO 5'-0" 5'-O` TO 6'-4" 6'-4" TO 5"-0" S'-0" AND OVER MI1VIMUM STUD BRAC ING LEGEND EXTERIOR CABLE TO BE ® BRACED UJ/2X4 BLOCKING 4'-0" O.C. (16T 2 BAYS) 4 2X4 SYP *2 X -BRACING. REFER TO TYPICAL DETAIL SHT5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP 02 OR SPE BEVEL CUT TO TRUSS TOP CHORD W/106 x 3" NAILS e Ga' O.C. STAGGERED NOTE: TRUSSES MARKED UJ/AN "* " REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. C�E=R (Simpson) or (USP) HUs26 G Hus2� (C HGU526 -2 THDH26 -2 ® HrU628-2 ® THDH25-2 (� HHU546 THD4(o IQ 5UR/1-26-2 Q SKH2(oR/L-2 DENOTE TRU55 UJEB BRACE REQUIRED. DENOTE RAT RUN -s 10'0/C MAX. DENOTE 2Xb 5TRM5ACK a 1601C MAX. WALL AND HEADER REOUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5' -0" TO 51-01 UN.O. 4'-11 1/2" 1'-11 1/2° AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 l02 SYP) x/16" OSB NAIL (3) 12ci TYP. 2x12 BM.ZHU". TRUSS TO 4X6 POST (2) SIT5-20 POST TO 4X(o BLOCKING (2) M6TA-24 POST TO CMU HTT-4 (2) HTS -20 POST TO 4X6 BLOCKING (2) M5TA-24 POST TO CMU HTT-4 FRAMING NOTES. 1. HURRICANE 5TR,4P5 TO SE MANUFACTURED 5Y 51MP54N 5TRON6-TIE OR EOU,4L, U.N.O. 2.TYPICAL HURRICANE 5TRAP5 ,4RE A5 FOLLOW5, UN -0: * TRUSS TO MA5ONRY/CONCRETE 6H,4LL 15E META -1(o * FLOOR J015T TO M,45ONRY/CONCRETE 5HALL BE HET,4-1(o 4T E,4CH END AND 32" ON CENTER ON J015T5 P,4R,41-LEL TO IJJ,4LL. * TRU55 TO WOOD FRAMING 5H,4LL SE MT5-12 3.TRU55 TO TRU55 CONNECTIONS AND HANGERS SHALL 5E DE51GNED AND 5UPPLIED Pi' R 0 F FIN PLANTRU56 M,4NUFAGTURER. 4.REFER TO TRU55 M,4NUF,4CTURER'5 SIGNED 4ND 5EA1-ED DRAWING5 FOR LOC,4TION5, FROFILE, ,4ND 51ZE OF ROOF/FLOOR TRUSSES. 5.HEADER SF,4N CH,4RT 4 MINIMUM WALL 4 HEADER STUD R,Ea. ARE 5TANDARD U.N.O ON FRAMING PLAN . MIN. 2X4 HIP CUT 5LOCKING SECUREUJ/3-IOd GUN N,4IL5 OR 3-126 H,4ND DRIVES � E G D A. END. CUT FITCH 4 5EVEL TO FIT TIGHT TO TRU55 45 PER 4F,4 REQUIREMENTS. DBL STUD (2) 1 3/4" X I Y4' MICROLLAM LVL UJ/(2) JACK 4 (2) FULL STUDS UWD L5TA12 a EA. END. FASTEN EA. STUD W/SP4 SOUTHERN TRUSS 05/12/11 11 A R C H ITEC Ts 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 U0 DEL: "2408" GFA3RAG1rE SWING: LEFT - PAGE: SECOND FLOOR FRAMING PLAN ELEVATION >> B>> ARCHITECT, STATE OF FLORIDA i "'V"""'N i DATE: 0 2 12 SCALE: 1/4"=1'—O" SHEET all r Lu Q O N z O O d tulu z Q i J.� Lei E� N � SUBDIV. & LOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 U0 DEL: "2408" GFA3RAG1rE SWING: LEFT - PAGE: SECOND FLOOR FRAMING PLAN ELEVATION >> B>> ARCHITECT, STATE OF FLORIDA i "'V"""'N i DATE: 0 2 12 SCALE: 1/4"=1'—O" SHEET all ELECTRICAL LEGEN1-) 6YM50L DEFINITION NOTES WALL MOUNTED LIGHT 125v OUTLET 20 AMP CEILING LIGHT Ilfpv OUTLET (TAMR;15ISTANT VAPOR PROOF LIGHT DISTANCE OF NOT \aj 1/2 OF OUTLET LESS THEN 4" ' 110Y OUTLET WIRED TO 1 DISPOSAL VENT. FAN W/LIGHT 1 CFM PER 50. FT. SWITCH 2' LIGHT STRIP 10000 DISCONNECT EQUIPED WITH GROUND TOTAL NET GENERAL LOAD 20078 110v OUTLET �g��qqLt 4' RECESSED FLUORESCENT LIGHT Czi=1 _ ITAMf R 1�E818TANt JACK --- 4' FLUORESCENT O WIRE / �! 220v OUTLET CONNECTION LIP EXTERIOR FAULT METER WATERPROOF INTERRUPTER I NTE R SMOKE DETECTOR OUTLET Z SWITCH SWITCH I 3 -WAY OPER. Gly¢ SWITCH 4 -WAY OPER. /'�+�� 1 WALL MOUNTED LIGHT INTEIR- CONNECTED e/CO CEILING LIGHT SHALL ESE A VP VAPOR PROOF LIGHT DISTANCE OF NOT \aj RECESSED CAN LESS THEN 4" ' vENT. FAN I CFM PER SC2. FT. 1 DISPOSAL VENT. FAN W/LIGHT 1 CFM PER 50. FT. 35194 2' LIGHT STRIP 10000 DISCONNECT 4' LIGHT STRIP TOTAL NET GENERAL LOAD 20078 4 TON HEAT PUMP#1 28 AMPx 240 VA— ® 4' RECESSED FLUORESCENT LIGHT 2-5ULIB WRAP AROUND _ 2' FLUORESCENT JACK --- 4' FLUORESCENT 20078 NET TOTAL HEAT 4' TRACK LIGHT TOTAL LOAD ® PANEL METER SMOKE DETECTOR BATT. SACK -UP W/ INTF_R_NaE 4 IGAS OUTLET CEILING REQUIRED TO e I FAN/LIGHT 5E SUPPORTED IN ACCORDANCE W/ f3Ox MARKED AS SUCH FOR FLOOD LIGHT OPTIONAL El SECURITY KEYPAD PUSH- FOR DUTTON CHIMES NOTES: * LOCATION OF TV JACKS @ PHONE OUTLETS 4 FANS TO 5E VERIFIED -w HOMEOWNER PRE -CONSTRUCTION MEETING. *ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI 6 ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL * BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(1`E3C 2007,1RESIDENTIAL CODE T,45LE M15063) * LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL 5E NON METALLIC CA5LE AS N.E.C. 2028 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO 5E TAMPER- RE6I5TANT TYPE FOR M IRCO, HOOD ABY. METER FIELD VERIFY LOCATION F 11RI S T F L 0 ul_"'F'lo E L E u" T'R I C A L 'PLAN POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY- ELECTRICAL ECONDARYELECTRICAL SERVICE. PROVIDE 3 #1 COPPER (CU) IN 1-1/2'' DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 *2/0 ALUMINUM (AL) IN 2 PIA SCHEDULE 50 PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO alD. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODEMD2) PENDANT W/ HARDWNe� VA CARBON MONOXIDE/ INTEIR- CONNECTED e/CO SMOKE DETECTOR SHALL ESE A . COM50 DISTANCE OF NOT 1 WATER HEATER WATER HEAT. LESS THEN 4" WH DISCONNECT FROM WALL 4 IGAS OUTLET CEILING REQUIRED TO e I FAN/LIGHT 5E SUPPORTED IN ACCORDANCE W/ f3Ox MARKED AS SUCH FOR FLOOD LIGHT OPTIONAL El SECURITY KEYPAD PUSH- FOR DUTTON CHIMES NOTES: * LOCATION OF TV JACKS @ PHONE OUTLETS 4 FANS TO 5E VERIFIED -w HOMEOWNER PRE -CONSTRUCTION MEETING. *ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI 6 ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL * BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(1`E3C 2007,1RESIDENTIAL CODE T,45LE M15063) * LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL 5E NON METALLIC CA5LE AS N.E.C. 2028 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO 5E TAMPER- RE6I5TANT TYPE FOR M IRCO, HOOD ABY. METER FIELD VERIFY LOCATION F 11RI S T F L 0 ul_"'F'lo E L E u" T'R I C A L 'PLAN POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY- ELECTRICAL ECONDARYELECTRICAL SERVICE. PROVIDE 3 #1 COPPER (CU) IN 1-1/2'' DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 *2/0 ALUMINUM (AL) IN 2 PIA SCHEDULE 50 PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO alD. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODEMD2) PENDANT LOAD INFORMATION VA LIGHT 7494 2 20 AMP APPLIANCE CIRCUIT AT 1600 VA EA. TELEPHONE 1 LAUNDRY CIRCUIT AT . JACK 12000 1 WATER HEATER WATER HEAT. 1 DISHWASHER WH DISCONNECT 5000 1 DISPOSAL 500 AIR. GOND. 35194 A/C 10000 DISCONNECT 10078 TOTAL NET GENERAL LOAD 20078 4 TON HEAT PUMP#1 28 AMPx 240 VA— TELEvISION 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= --- Tv. 6500 JACK --- 4 IGAS OUTLET CEILING REQUIRED TO e I FAN/LIGHT 5E SUPPORTED IN ACCORDANCE W/ f3Ox MARKED AS SUCH FOR FLOOD LIGHT OPTIONAL El SECURITY KEYPAD PUSH- FOR DUTTON CHIMES NOTES: * LOCATION OF TV JACKS @ PHONE OUTLETS 4 FANS TO 5E VERIFIED -w HOMEOWNER PRE -CONSTRUCTION MEETING. *ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI 6 ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL * BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(1`E3C 2007,1RESIDENTIAL CODE T,45LE M15063) * LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL 5E NON METALLIC CA5LE AS N.E.C. 2028 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO 5E TAMPER- RE6I5TANT TYPE FOR M IRCO, HOOD ABY. METER FIELD VERIFY LOCATION F 11RI S T F L 0 ul_"'F'lo E L E u" T'R I C A L 'PLAN POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY- ELECTRICAL ECONDARYELECTRICAL SERVICE. PROVIDE 3 #1 COPPER (CU) IN 1-1/2'' DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 *2/0 ALUMINUM (AL) IN 2 PIA SCHEDULE 50 PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO alD. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODEMD2) HOUSE PLAN: 2498 MODEL LOAD INFORMATION VA 2498 SQFT GENERAL LIGHTING X3 VA PER SQFT 7494 2 20 AMP APPLIANCE CIRCUIT AT 1600 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 35194 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 409 25194 VA x .4 10078 TOTAL NET GENERAL LOAD 20078 4 TON HEAT PUMP#1 28 AMPx 240 VA— 8720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= --- 10 KW ELECTRIC HEAT AT 657 6500 5 KW ELECTRIC HEAT AT 65% --- NET GENERAL LOAD 20078 NET TOTAL HEAT 13220 TOTAL LOAD 33298 CALCULATED LOAD FOR SERVICE 33298 VA/240 V= 139 A9P 150 AMP SERVICE NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 *1 GU, I *r CU GND 2'' CONDUIT OR PROVIDE 3 *210 AL, 1 04 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE 45OVE SOFFIT a OVERHANG.) 15PA/2P MG5 y TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOLU VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2005 250.52(3). 5/S" DIA X S FT LONG COPPER CLAD GROUND ROD 150 L CTf;;� I CALF,,,l5EfR NOT TO SCALE, GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2006 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS, 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLE56 NOTED OTHERWISE. A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078J AA #: 0003325 Edi COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE O MLO PANEL 15PA/2P MG5 y TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOLU VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2005 250.52(3). 5/S" DIA X S FT LONG COPPER CLAD GROUND ROD 150 L CTf;;� I CALF,,,l5EfR NOT TO SCALE, GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2006 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS, 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLE56 NOTED OTHERWISE. A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078J AA #: 0003325 Edi CIA W a q b d) z w z U-1 w ( Q 0) Z \ Er SU33DIV. & LOT:. TUSCA. PLACE LCT #2011 PROJECT# 02108.008 MODEL: "2498 GARAGE SWING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA fI __ �CANTWELL NO 12079 nA 02/29/12 SCALE: 1/4"=1'-0" SHEET ELFECTRICAL LEGrENL-) 5*''M50L DEFINITION NOTES 125v OUTLET 20 AMP Ilov OUTLET ftAMFfjR K ISTANt CONNECTI=D 5/C0 SMOKE DETECTOR SHALL 5E A 12 of COMBO DISTANCE 4Ot 110Y OUTLET a TO t0 WIRED LESS THEN SWITCH FROM WALL EQUIPED WITH GROUND FAULT PENDANT 11mY OUTLET LIGHT GFIIN R 1;SIITAM5TANT TELEPHONE . 4 WIRE �VJJJJjj & 220+v OUTLET CONNECTION WP EXTERIOR AROUND FAULT GFI WATERPROOF INTERRUPTER AIR, GOND, OUTLET A/C 5WITGH DISCONNECT SWITCH 3 -WAY OPER. ( ¢ SWITCH 4 -WAY OPER. WALL JACK MOUNTED LIGHT 4 OUTLET ET CEILING LIGHT CEILING FAN/LIGHT REQUIRED TO B)_ SUPPORTED l VAPOR OF VP PRHT r RECESSED FLOOD CAN LIGHT IGFM PER OPTIONAL VENT. PAN 5G2. Ft. SECURITY vENT.FAN ICFM PER KEYPAD W/LIGHT 50. FT. C 2' LIGHT STRIP g BUTTON 4' LIGHT STRIP NOT** LOCATION ION OF TV JACKS 8 PHONE OUTLETS 4 FANS TO 5E VERIFIED -s HOMECU.NER 00000000 * ALL RECEPTACLES IN ALL HABITAaLE 4' RECESSED 2-5UL5 WRAP ® FLUORESCENT AROUND LOCKOUT IN PANEL L IGHT CAPACITY OF 50 CFM INTERMITTENT.(FBC. _ 2' FLUORESCENT GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS 4' FLUORESCENT C,45LE AS N.E.C. 2005 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO 13E TAMPER- 4' TRACK LIGHT ® PANEL METER SMOKE MATT. PACK-up W/ HNA WIRE DETECTOR SECOND FLOOR l rm m A R C H IT E C T S Design oup GrInc. "Y'F11Y. I1W 1•11'1LV 111..r'awrll• vr.. v. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.a bdesigngrou p.com AA #: 0003325 13ATT. SACK -UP CARBON W/ HARDWIRE INTER - MONOXIDE/ CONNECTI=D 5/C0 SMOKE DETECTOR SHALL 5E A COMBO DISTANCE 4Ot LESS THEN FROM WALL kj( PENDANT LIGHT w TELEPHONE . JACK WATER HEAT. w WH DISCONNECT AIR, GOND, A/C DISCONNECT p TELEVISION TY' JACK 4 OUTLET ET CEILING FAN/LIGHT REQUIRED TO B)_ SUPPORTED IN ACCORDANCE W/ 50X MARKED As SUCH FOR IN5PECTION FLOOD LIGHT OPTIONAL KP, SECURITY KEYPAD • PUSH- FOR g BUTTON CHIMES NOT** LOCATION ION OF TV JACKS 8 PHONE OUTLETS 4 FANS TO 5E VERIFIED -s HOMECU.NER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HABITAaLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI a ISLAND (NOT ON KITCHEN CIRCUIT) * D 15HWA5HFR 015CONNECT TO RE LOCKOUT IN PANEL * BATHROOM 1=XAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC. 200i,RES[DENT IAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL BE NON METALLIC C,45LE AS N.E.C. 2005 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO 13E TAMPER- RESI5TANT TYPE SECOND FLOOR l rm m A R C H IT E C T S Design oup GrInc. "Y'F11Y. I1W 1•11'1LV 111..r'awrll• vr.. v. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.a bdesigngrou p.com AA #: 0003325 SUBDIV. 18s LOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MOTEL: „2498" GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT' STATE OF FLORIDA JAM CANTWELL Aft NO 12079 PRIKT 30ATE: 02/29/12 SCALE: 1/4"=l'—O" SHEET 9 OF2 3 W m w w C) p z z OL u� 0 N ❑ q llu 4 Eti � N ti Cv '� SUBDIV. 18s LOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MOTEL: „2498" GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT' STATE OF FLORIDA JAM CANTWELL Aft NO 12079 PRIKT 30ATE: 02/29/12 SCALE: 1/4"=l'—O" SHEET 9 OF2 3 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, HVAC NOTES FOR SERVICING, PER MFG. REQUIRMENTS. 2, ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB & MASTIC. AND INSTALLED AS PER 2007 FLORIDA MECHANICAL BLDG. CODE SECTION 603 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA 90A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER 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 2007 FLORIDA MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO 2007 FLORIDA MECHANICAL CODE 603.1 7. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH 2007 FLORIDA MECHANICAL CODE SECTION 403 8, 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 2007 FLORIDA MECHANICAL CODE SECTION 607 10. GRILLS AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. PATIO 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. >OTE ------- VAC TO HAVE PROPER W/DRAINS _ _� --- r II AT I II 12X12 12X12 DINING 187 cfm 133 cfm T J CEILING F71 JL PLENUM - AIR AIR O KITCHEN I I 8" SUPPLY RETURN - EXTERIOR WALL O 0 I FAMILY I � � $„ ROOM AIR — HANDLER SUCTION AND LIQUID I y REFRIGERANT LINES _ Aux. Drain Line 1 EVAP.TRAY 3/4" PVC CONDENSATE DRAIN LINE I I II PLATFORM L 4" — _ — — RETURN 8X4 13 cf 4111 I I — — REFRIGERANT LINES TO CONDENSING UNIT 1 16 c Ill w.,,s 117 c PA TRY LAUN. L - J PWDR. — TRAP DRAIN LINE AND TERMINATE IN r _ fi A APROVED DRAIN, AS PER FLORIDA MECHANICAL— BLDG. CODE 2007, 307.2.1.100(s)— — — — — — — — — L - J LEGEND LIVING SUPPLY AIR DIFFUSER ® A/C I I 12X12 RETURN AIR GRILL SECURE STRAP TO UNIT SIMPSON WB CONC. W/ (2)-3116"X2" ROLL STRAP I I 185 cfm ® SIDE-WALL OR 1 WAY DIFFUSER TAP -CONS OR EQUAL SOLID LINE= SUPPLY TRUNK =4 — — BROKEN LINE= RETURN TRUNK SECURE STRAP TO CONC. SLAB UNIT W/ (2) #8x1 114 2 -CAR GAR. FOYER BALANCING DAMPER OR OBD SHT MTL SCREWS (� CEILING EXHAUST FAN O/A OUTSIDE AIR THERMOSTAT A/C CONNECTION PASS THROUGH AIR GRILL TO PAD DETAIL — PT II ENTRY ilr COUNTERSUNKC.O. PLUG FIN. GRADE �� SEE SPEC. OR PAVING.- FIN. FLOOR _--� �: .r.. --- - - _--- -------------------- SCORIATED OR WALL CO II - - - -' I1 may; fi.r _�`Y.--;te-a'.::•;;--- 1'-8"x8" CONC. NICKEL BRONZE FL. FLOOR - ALL ELEV FITTING OR FIRST MECHANICAL PLAN - - -GOR EXTENSION TO _ EXTENSION TO BRASS I N SOIL OR WASTE _ SOIL OR WASTE AS I I PLUG I (REQUIRED - - AS REQUIRED INSIDE CAULK 4 -E 8240-K JOSAM 56000 WAD -., SERIES NICKEL BRASS TOP P.V.C.OPTUSPEC. 1 — III — III v Y SITE PLAN —------—� I_NV.SEE 7 N SITE PLA FLOOR SLAB CLEAN-OUT TYPtlLTA EXT. GROUND CLEAN-OUT TYP. A R C H IT E C T$ /Design I Groupe, i 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-,6078 FAX: 407-774-4078 www.abdesigngrou p.com AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MODET,: "2408" GARAGE SWING: LEFT PACE: MECHANICAL PLAN ARCHITECT* STATE OF FLORIDA JAMES NTWELL AR N 12079 DATE: PRTN02 29/12 T SCALE: 1/4%1=11-0" SHEET 10 C F Design Group ,nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 82750 PH: 407-774-6078 FAX: 407-774,4078 www.a bdesigngrou p.com AA #: 0003325 ti u 2 � N �t z. r� r.0 o -1 CL Z <r w h m W ti SUBDIV. & I..OT: TUSCA PLACE LOT #201.1 PROJECT# 02108.008 MODEL.- " 2498" ODEL:"2498" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN ARCHITECT- STATE OF FLORIDA ' r JA4NOCANTWELL T 12079 PRINT DATE: 02/29/12 '.SCALE: 1/431=13-0" ;�j zll;" R C x IT E C Ts 1.41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUIBDIV. & I.rOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MODEL: "2498" GARAGE S WIMG: LEFT PAGE: CABINET LAYOUTS ARCHITECT- STATE RCHITECTSTATE OF FLORIDA i. 92/29/12 SCALE: SHEET 12'-�' �-Dl OF CD A w 0 U F z z lu d) � � OL L -q z OL d to Q N SUIBDIV. & I.rOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MODEL: "2498" GARAGE S WIMG: LEFT PAGE: CABINET LAYOUTS ARCHITECT- STATE RCHITECTSTATE OF FLORIDA i. 92/29/12 SCALE: SHEET 12'-�' �-Dl OF —(1) 41, RESAR VERTICALLY WJ CONC. POUR CELL R-4.2 INSULATION TEXTURED FINISH 8' CMU 'I/2'' 6tYP- U-. SD. WOOD BASF 0 T 4' CONC., REINF. W/ &'xb' M0 WWM OR a FIBER"IESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON a U.ELL-COMPACTED CLEAN TERMITE j TREATMENT SHALL BE BORA-CARE O (2) s REBAR ON CHAIRS 1 -STORY FOOTING 1 W BLOCK WALL GAL $E: 1/2' -l' -O' r.il� 4' GONG, RE INF- W/ b'xb' 010 ULM OR II5ERME5H ON 6 -MIL POLY THYLENE VAPOR BARRIER ON 0ELL-CEEOOMMPACTED CLLEEA�N TERMITE ( I- Ti FAR ON CHAIRS ORA -CARE 4 THICKEN EDGE SCALE: I/2'=1'-0" M a 4' GONG, REINF. w/ b'xb' *10 wal OR FIBERME5H ON 6 -MIL POLY 4' 4' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT $HALL BE BORA-CARE GARAGE STEP- UP NON-BEARING $GALE_ U2'=1'-0" GRADE a c . 4' CONC, RE INF. W/ b'xb' r10 ULM OR a ° FIBERME5H ON b -MIL POLY ETHYLENE VAPOR BARRIER ON u� WELL- COMPACTED CLEAN TERMITE 8, $, 41 X TREATEMENT SHALL BE BORA-CARE [Il +S RESAR ON CHAIRS 9 CONCRETE PAD , POURED LINTEL CONT. (TYP.) a, GMU FILLED CELL (TYP.) ,N aX WALL FRAMING (4),l6'X1' ANCHOR BOLTS or (4) VX1' J -BOLTS MIN. 5" EMBEDMENT W/ 2'X2'XI/6' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET N JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID FOUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 1 �� BLOCK WALL CONNECTION $GALE: IQ"R 1'-0' (1) 05 RESAR SET N SIMP80N HIGH Z ' STRENGTH EPDXY i' EMSED. MIN_ a . 4' CONC, RENF. W/ 6'x0 010 WWM OR A% ' FIBERMESH ON 6 -MIL POLY d ETHYLENE VAPOR BARRIER ON a i ..•* WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BEi5ORA-CARE TYP. RETROFIT FOR A OMITTED DOWELS $GALE: U2"R1'-0" i I L SECURE Cit. PLATE 70 SLIc W/ ' SECURE BT. PLATE TO SLAG W/ }' SECURE BT. PLATE TO 5LA15 W1 I" ANCHOR BOLL W/ 2' WASHER SET IN ANCHOR BOLT W/ 2' WASHER SET IN CUT NAILS/ MASONRY NAIL • 32' O.C. z ANCHOR N HIGH W/ 2' W STRENGTH EPDXY T` SIMPSON HIGH STRENGTH EPDXY I' MAXalmlos� EMBED. MIN. A 32' OC MAX. EMBED. MIN. m 32' OC MAX. oD4 J 1 O ' 4' CONC, REINF. W/ b'xb" 90 WWM OR FIBER" IESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON Tu WELL -COMPACTED CLEAN TE1� -ITE 4" $, ¢, �TREATEMENT SHALL BE SORA -CAREE (2)'13 RESAR ON CHAIRS 1 -STORY FOOTING AT L.B.W. W UPLIFT SCALE: STUDS 16' O.C. MAX 6 1/2' w HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' `pr EMBED. MIN. 0 32' OC MAX. IT - a •° */� 4' CONC, REINF. W/ b'xb' #10 UALM OR it FIBERMESH ON b -MIL POLY 7 ETHYLENE VAPOR BARRIER ON 1 WELL -COMPACTED CLEAN TERMITE in 4` e' 4' 4' TREATEMEw SHALL BE BORA-CARE I -4' (2) *3 RESAR ON CHAIRS GARAGE STEP—UP 1—STORY L. B. W. BGALE: I/2YR1'-0' I I I' RECESS FOR 53.D. TRAGIC a FINISH FLOOR Ill A, . ° •e a . °• 4 a a a. . ° d4 a 10 SLAB AT S. G. D. SCALE: CAULK AND SEAL GAS LINE 14- PVC SLEEVE FOR GAS LINE 61 8' CMU C4 1/2' DRYWALL WOOD BASE e. A, ° 4 , .. 4' CONC, REINF. W/ b'xb' r10 WWM OR FIBERMESH ON (o -MIL POLY 111 ETHYLENE VAPOR BARRIER ON pp? WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (3) "5 RESAR ON CHAIRS 2 -STORY FOOTING 4AT L. B. W, 5 1/1" w HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ �• ANCHOR BOLT W/ 2' wA$HER SET IN SIMP50N HIGH 5TRENGTH EPDXY l" EMBED. MIN. A 32' OC MAX. 4 J 4' CONC, RENF. W/ wxw "10 WIM OR FISERME5H ON 6 -MIL PMY Z ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE 4" TREATEMENT SHALL BE BORA-CARE %u 1'_BY (3) S REBAR ON CHAIRS GARAGE STEP—UP �A 2—STORY L.B.W. SCALE: 1/2'=V-0' RECE55 FOR I'_ I GARAGE DOOR A a • 4' GONG, REINF. W1 b'/.4/' °10 WW1 1 OR FIMERMESH ON 6 -MIL POLY II_djY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT $HALL BE 13ORA-CARE (1)'5 REDAR ON CHAIRS 1 GARAGE DOOR FOOTING GALE, Q s 1 ° 4' GONG, ER W/ 6"xb" *10 WWM OR FIBERMESH ON (P -MIL POLY - ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE 4, TREATEMENT SHALL BE SORA -CARE (2) r5 RESAR ON CHAIRS m 1 -STORY FOOTING �j AT L.B.W. W NO—UPLIFT) 2 B SCALE: EXTENDED 5LA15 1112, CURB HEIGHT VARIES 1/2' RECESS FOR SERVICE DR a. gA' GONG.,REINF. W1 b'xb' 010 wwM OR -IBERmiiE 4 ON 6 -MIL POLY •ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE i (2) *5 REHAR ON CHAIRS Mu SLAB AT GARAGE SERVICE DOOR 12 SHOWER RECESS FOOTER SCALE: TEXTURED FINISH R-11 INSULATION MIN. STUDS 16" P.G. MAX 1/2` GYP. WL. BD. WOOD BASE EGURE BT_ PLATE TO SLK. W/ ANCHOR BOLT W12' WASHER SET IN SIMFSON HIGH STRENGTH E�Y 1' EMBED. MIN, 32" OC MAX. •a a•. •FSM �e s 'a 4' GONG., REINF. w/ 6'xb' 010 WWM OR FIBERMESH ON 6 -MIL POLY ° ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE HORA-CARE !X 4' VQY 4' (7) 41+ RESAR ON CHAIRS 1 -STORY FOOTING 3 W FRAME AM,rE /WALL SCALE: 1/2'=1'-0" (I) os RESAR VERTICALLY W/ GONG. POUR CELL z I s' GMU N II CURB HEIGHT VARIES a ° 4' CONIC, REINF. w/ b'xb" M0 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON a WELL-CCI"IPACTED CLEAN TERMITE TREATEMENT SHALL BE SORA -CARE 4' B' 4' (2) +5 RESAR ON CHAIRS 0 1"41 1—STORY FOOTING J�ATy�G1 ARAGE w74.f11 _/11" (1) 63 RE13AR VERTICALLY W/ CONC_ r.---� k4 a 4 REIN. W/ b`xb' "10 WWM OR m a FIDERMESH ON 6 -MIL POLY Li' d ETHYLENE VAPOR HARRIER ON WELL-GOMPACTED CLEAN TERMITE tREATEMENT SHALL BE BORA-CARE (3) 'J5 RESAR ON CHAIRS 2 -STORY FOOTING 1 W BLOCK WALL SCALE: TIE VERTICAL RESAR To HORIZONTAL REHAR W/ V HOOK GROUTED BOND BEAM V, /* C . a (2) S RESAR ON CHAIRS ° 2 -STORY 1 GAS LINE THRU BLOCK 16 5C ON CHAIRS SCALES 1'=1'-0' (1)'5 RESAR VERTICALLY W/ GONG. POUR CELL --R-42 INSULATION a 8' CMU 1/2' GYP. ". BD. WOOD BASE CLEANOUT REQUIRED e L IL 4' CONC, iwwalw_ W/ b'xb' +10 UAL" OR a ' FOR INSPECTION ' ae FISERME'3H ON 6-1-111. POLY z ° I d • •,a , ETHYLENE VAPOR BARRIER ON 1: a. ' WELL -COMPACTED CLEAN TERMITE •b TREATED FILL 0 Yv a ° • 0'-(7J' FIN. FLR. e.. ' •• / ° -y w.- r.�� a TIE VERTICAL RESAR I ; (2) 83 RE15AR A 1 -STORY a. ! .d•d a' TO HORIZONTAL ° (3)'"5 RES1e3 AR * 2 -STORY (1) VERt. DOWEL b` PVG CHASE THRU FOOTING a .' .e °' d,b' REHAR W/ B' HOOK LAPPED W/ BOND BEAM OUTSIDE RESAR TO BE (1) w3 REBAR AT CORNERS– CONTINUOUS W1 25' LAP MIN. d ~ < a A ' —A '.mss. a. I -$CORY S' 4' l2) +5 RESAR ON CHAIR$ m ° Y 2 -STORY (3) r5 RESAR ON CHAIRS d 2'-1' MIN. LAP PIPE THROUGH TVP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL W BLOCK WALL E REINFORCING REBAR LAP AT FOOTING AT LINTEL CORNERS D SCALE: I/2"=I'-°' BSCALE- 112'-Ok SCALE! I/1'=1'-0' A7C�L EXTE1:ZIO1R F'O0rr_E1RS T F'ITLgIS 1-1 S LAMB' rro g -BE MI1�T- 12" -RELO W UNIDIS TgJRB]ED S OIT. ��- TEXTURED FINISH R-11 INSULATION MIN. STUDS lb' O.C. MAX 1/2' GYP. WL. BD. WOOD 15ASE SECURE BT. PLATE TO BLK W/ E ANCHOR BOLT W/ 2" WASHER SET IN SIMFSON HIGH STRENGTH EPDXY 11 - to 0 EMBED. MIN. A 32' OC MAX. h a d 9a ° n a a 4' CONc., - INF. wi b'xb' +I(A Wx'M OR 1 FIBERMESH ON 6 -MIL POLY ° ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TR.EATEMENT SHALL ESE BORA-CARE U4' 6' b' 4' (3) •5 REBAR ON CHAIRS 2 -STORY FOOTING A W FRAME WALL 1 POUR CELL w/ CONC. POUR CELL R-42 INSULATION a' CMU TEXTURED FINISH +L Q CURB HEIGHT VARIES I3" CMU TIE VERTICAL REBAR Ki ry 1/2' GYP. WL. DO. it's ro HORIZONTAL %a WOOD BASE r.---� k4 a 4 REIN. W/ b`xb' "10 WWM OR m a FIDERMESH ON 6 -MIL POLY Li' d ETHYLENE VAPOR HARRIER ON WELL-GOMPACTED CLEAN TERMITE tREATEMENT SHALL BE BORA-CARE (3) 'J5 RESAR ON CHAIRS 2 -STORY FOOTING 1 W BLOCK WALL SCALE: TIE VERTICAL RESAR To HORIZONTAL REHAR W/ V HOOK GROUTED BOND BEAM V, /* C . a (2) S RESAR ON CHAIRS ° 2 -STORY 1 GAS LINE THRU BLOCK 16 5C ON CHAIRS SCALES 1'=1'-0' (1)'5 RESAR VERTICALLY W/ GONG. POUR CELL --R-42 INSULATION a 8' CMU 1/2' GYP. ". BD. WOOD BASE CLEANOUT REQUIRED e L IL 4' CONC, iwwalw_ W/ b'xb' +10 UAL" OR a ' FOR INSPECTION ' ae FISERME'3H ON 6-1-111. POLY z ° I d • •,a , ETHYLENE VAPOR BARRIER ON 1: a. ' WELL -COMPACTED CLEAN TERMITE •b TREATED FILL 0 Yv a ° • 0'-(7J' FIN. FLR. e.. ' •• / ° -y w.- r.�� a TIE VERTICAL RESAR I ; (2) 83 RE15AR A 1 -STORY a. ! .d•d a' TO HORIZONTAL ° (3)'"5 RES1e3 AR * 2 -STORY (1) VERt. DOWEL b` PVG CHASE THRU FOOTING a .' .e °' d,b' REHAR W/ B' HOOK LAPPED W/ BOND BEAM OUTSIDE RESAR TO BE (1) w3 REBAR AT CORNERS– CONTINUOUS W1 25' LAP MIN. d ~ < a A ' —A '.mss. a. I -$CORY S' 4' l2) +5 RESAR ON CHAIR$ m ° Y 2 -STORY (3) r5 RESAR ON CHAIRS d 2'-1' MIN. LAP PIPE THROUGH TVP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL W BLOCK WALL E REINFORCING REBAR LAP AT FOOTING AT LINTEL CORNERS D SCALE: I/2"=I'-°' BSCALE- 112'-Ok SCALE! I/1'=1'-0' A7C�L EXTE1:ZIO1R F'O0rr_E1RS T F'ITLgIS 1-1 S LAMB' rro g -BE MI1�T- 12" -RELO W UNIDIS TgJRB]ED S OIT. ��- TEXTURED FINISH R-11 INSULATION MIN. STUDS lb' O.C. MAX 1/2' GYP. WL. BD. WOOD 15ASE SECURE BT. PLATE TO BLK W/ E ANCHOR BOLT W/ 2" WASHER SET IN SIMFSON HIGH STRENGTH EPDXY 11 - to 0 EMBED. MIN. A 32' OC MAX. h a d 9a ° n a a 4' CONc., - INF. wi b'xb' +I(A Wx'M OR 1 FIBERMESH ON 6 -MIL POLY ° ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TR.EATEMENT SHALL ESE BORA-CARE U4' 6' b' 4' (3) •5 REBAR ON CHAIRS 2 -STORY FOOTING A W FRAME WALL 14 NOT USED (I) S I;r,BAR VERTICALLY w/ CONC. POUR CELL a' CMU Z CURB HEIGHT VARIES 0 TIE VERTICAL REBAR 4' CONC., REINF. w/ 6"xb' 410 WWM OR FIBEgME$H ON 6 -MIL POLY ry �7 ETHYLENE VAPOR BARRIER ON TERMITE ro HORIZONTAL %a WELL -COMPACTED CLEAN 4.. 0 I TREATEMENT SHALL BE SORA -CARE VARIES PER ELEV. a' • a b- �^ l3) 03 RESAR ON CHAIR$ ' GROUTED BOND BEAM 14Tr,' by 4' mV 'e, 2 -STORY FOOTING AT GARAGE A SCALE: 1/2"■ 1'-�D' 14 NOT USED HORIZONTAL/VERTICAL REINFORCING AT BEARING CHANGE $GALE: A R C H IT EC Ts Design Grou p enc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup-come AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MODEL: „2495 GARAGE SWING: LEFT PACE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA � iii DA • 02/29/12 SCALE: 1/4"=1'-0 SHEET OF �� GROUTED BOND BEAM VARIES PER ELEY. TIE VERTICAL REBAR a ro HORIZONTAL 4.. RE13AR W/ 5' HOOK VARIES PER ELEV. �^ ' GROUTED BOND BEAM • 'd o, a b4 A a 4 ° a, 'e, CLEANOUT REGIUIRED <. FOR INSPECTION N (dl' -(D' FN. FLR. ° TIE VERTICAL RESAR ,• � TO HORIZONTAL • d FI . RESAR W/ 5' HOOD'. 4� mu HORIZONTAL/VERTICAL REINFORCING AT BEARING CHANGE $GALE: A R C H IT EC Ts Design Grou p enc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup-come AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MODEL: „2495 GARAGE SWING: LEFT PACE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA � iii DA • 02/29/12 SCALE: 1/4"=1'-0 SHEET OF �� PANEL ANCHOR SEALANT ,a lI111 IIl D D WALL FRAME 5HOU N HERE -� FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, UJOOD STEEL OR ANY OTHER STRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION no ° SECURE 2x4 ON FLAT TO 1=5LK W/ CUT NAILS. no SECURE 2x6 MIN. TO BLK W/ (2) V ANCHOR BOLT W/ 2' WASHER 5ET IN 5IMPSON HIGH STRENGTH EPDXY 4" EMBED. 51DE5: 2X6 GARAGE DOOR BUCK W/ (3) �'XS" 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 is CENTER OF DOOR HEADER W/(1) VXS' J -BOLTS 4` EMBEDMENT W/ 2'X2"As' WASHER AND NUT GARAGE DOOR BUCK ATTACHMENT SCALE: NOT USED FBI IN 0 LINTEL PLATE Y 3/5" EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO BE MIN. 1/2' DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS SLCK NOTE: THIS DIMEN51ON 15 DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLCK, PANEL REINFORCING m EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL SUT NOT ACROSS EXPANSION JOINTS �. GLASS FLOCK POSITION (2) 1-1/4" 5-4 HEX LUA5HER HEAD UJITH ANTI -CORROSIVE COATING TIGHT TO BEND OF ,ANCHOR AND END OF SLOTTEDH OLE TYPE S OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL RE INFORC ING MORTAR ASPHALT 'EMULSION , I1-3/4" X 20 GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END W/(2)12dsEA. UPRIGHT 2X4 SECURED TO GABLE ENG W/(2)12d 6"-8" O.G. �,.�--L-30 GABLE BLOCKING TRUSS 2x4 BLOCKING 0 EEA. RAFTER L-30 EA. RAFTER H2.5 EA. RAFTER 2x4 RAFTER 24' O.C. 2x4 FRAMING (TYP) 4 FRAMED OVERHANG N.T.S. 2X4 DBL TOP PLATE: 2x4 METAL STUD 24' O.C. 1/2" DRY WALL 2X4 16' P.G. MAX 2X4 PT. E5T. PLATE 1/2' AB W/ ' MIN. T' EMBEDMENT 2DIA. WASHER 32' P.C. MAX *5 REBAR CONT. WOOD FRAME TO BLK. SPARK ARREST 2'-4 I/2' PER MANUFACTURER 1X2 PT. TOP OF 1 OX — DBL. TOP PLATE 2X4 STUD II II h II I TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON 0.5.B. S�I-{EAt+-41NG OR �" CDX PLYWOOD PRE. ENG. TRUSS A PLAN VIEW SCALE: SIMPSON H-5 (MIN.) 2x4 TO TRUSS PRE. ENG. ttU85 $P4 OR H-5 TOP PLATE TO STUDS 2'-0" ABv. 10'-0" LEvEL TO ROOF `ORR 2'-0' ASv. HIGHEST RIDGE WITHIN 10'-0' SIMPSON H-5 (MIN.) a 2X4 TO TRUSS T41!1 N EY DETAILS SCALE: 1/2"=1'-0` PRE -ENG TRUSSES W/ TRU55 CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS 61 I(b' O.G. MAX SIMPSON LSTA-12 m EA. JACK STUD, BOTH $IDE$ OF OPENING. 2x STUDS -0 1k?" O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND 5PECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPEC, IFICAT ION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY a A TIME. USE 12d NAILS, TWO WITHIN &' FROM EACH END 4 NO MORE THAN 12' O.G. STAGGERED 51=4 OR H5 a TOP AND BOTTOM PLATE$ -m EA. FULL LENGTH STUD, 130TH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1' -4' MIN. FROM 2ND TYP. EXTERIOR WINDOW/ FLR. LINE, , (r�])DOOR OPENING WD FRAMED SCALE: 1/2 " - I' -fA" NAILING SC:HEC, >UL -E ROOF DIAPHRAGM USE 1/16' O.B.B. OR 1/211 CDX PLY WITH *8 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND *8 RING SHANK GUN NAILS AT 6'0.r-. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GA15LE END FRAME USE *8 GUN NAILS 6 4' O.G. EXTERIOR SHEATHING USE "I/16' 0.3.8. OR 1/2" PLY WITH *S RING SHANK GUN NAILS AT 6" O.C. AT PANEL SIDES AND 05 RING SHANK GUN NAILS 4" O.C. TOP 4 50TTOM PANEL AND 05 RING SHANK GUN NAILS AT 6' O.C. AT INTE=RMEDIATE SUPPORTS. SEI= DETAIL. NOTE: RING SHANK GUN NAILS SHALL 5E: PERMITTED A5 AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NdlL i.EQU1fREMENT6 SIZE HEAD LENGTH DIA. TENSILE 5TR 8d ROUNPrODIFIED 1 "I/a' 113 110,000 D2 OR T -J lod ROUN5a ODIFIED 2 1/8" .128 110000 � 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 TRU55 STAPLE, NAIL 4 TOOL ASSOCIATION 10113 INCH NOMINAL SHANK DIAMETER ROOF 5HEATHI11 G� 2. WING DIAMETER OF 0.012 OVER SHANK DIAMELTE 3 16 TO 20 RINGS PER INCH 4 0.280 INCH FULL ROUND HEAD DIAMETER 5.2 INCH NAIL L3NG_TJ� FOOF SHEATHING- LATOUT AND ENI�)WALL 5FACING FOR G 45LE EN2 FRAMING TO BLOCK PCON5 OR SIZE .145) EACH O.C. MAX m EATHING OR_.,.--'° WOOD ■��NI 02/29/12 it 1/4"=l' -O" :SHEET D2 OF2 -J s w- A SECTION NOTE: : TYP. EXT. SHEATHINGS ATTACHMENT FOR SHEAR 4 UPLIFT (0.5.8. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT OPENINGS +a RING SWANK GUN NAI!_S 0 4' P.C. TOIL 4 BOTTOM EDGES s PRE TRU° MT5- i/16" 2X4 5TM PLA M2TS TRU55 2X4 DBL. TOP PLATE 2X4 STUD 16" P.G. 7/16' 0&15. 1/2" A.P. W/ MIN. i` EMBEDMENT LOCATE 6"-8' FROM ENDS AND 32" O.C. MAX. TEXTURED FINISH META -16 8" CMU WALL KNEE WALL DETAIL TO BLOCK 5CALE: 1/2'm 1' Ll w- 2X4X4'5ECURE TO TRUSS W/ 3-12d &'-5'0.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE TO BLK W/ META -16 2'— 0" EXT] SCALE: I/2"=1'-0' S RING SHANK GUN NAILS 6" O.G. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF- SHEATHING OOFSHEATHING (0.6B. TO BE STRUCTURAL GRADE) *a 2" DECK SCREWS m 6'-8" O.C. MAX A EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G SU5-FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS J PRE -ENG. TRUSS DBL. 2X TOP PLATE: 2X BLOCKING m TOP OF 2X STUDS 16" O.C. MAX. 2X BTM. PLATE 3/4" FLOOR DECKING----, PRE- ENGINEE=RED FLOOR TRUSS m 2X4 a TOP 4 50TTOM CONT. HETA-16 BLK. WALL Q CONTINUOUS SHEATHING TO 5EGIN AT TOP OF BLK. W/ 1/4' GAP FROM BLK. TO O.S.B. Q HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF 0.5.B. TO PROVIDE: CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING m TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16" FROM SHEE=T BELOW INSTALL ALL 5HEET5 W/FAGE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: rA R CH ITEC TS Design Group Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 StTHLfIV. IAT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE; misc. DETAILS ARCHITECT STATE OF FLORIDA DATE: 02/29/12 SCALE: 1/4"=l' -O" :SHEET D2 OF2 -J � 1 a tu d z q uu a o.4WLLIq U D tu 4) z z U4 9 <C o cv �t StTHLfIV. IAT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE; misc. DETAILS ARCHITECT STATE OF FLORIDA DATE: 02/29/12 SCALE: 1/4"=l' -O" :SHEET D2 OF2 �-D 2x4 5LOCKING 5ETWEEN FI5ERGisLA65 SHINGLES 2x4 5LOCKING 5ETWEEN F15ERGLA55 5HINGLE5 TRUSSES AT FIRST TWO #SAYS OVER #15 FELT PAPER ON TRUSSES AT FIRST TWO 5AY5 OVER *15 FELT PAPER ON 4'-O" O.C. (AT SHEATHING O.S.B. SHEATHING C 2" -� 4'-0" O.C. (AT SHEATHING � O.S.S. SHEATHING OR 6EAM5) CDX PLYWOOD SECURED SEAMS) CDX PLYWOOD SECURED FRE -ENG GA5LE TRU55 PER NAILING SCHEDULE PRE -ENG G,45LE TRU55 PER NAILING SCHEDULE CONT. 2x4 RAT RUN SECURED W/ (2) P.T. 1x2 W/ MTL. DMP EDGE 2x4 NAILER MTL. DRIP EDGE 126's Q EAG1-4 TRUSS SHINGLES 2x4 SUS -BAND CONT. 2x4 RAT RUN SECURED 2x4 SUS -SAND TO SE INSTALLED e MID. POINT OF F13ERGLA55 OVER 015 FELT 5HING: E5 ALUM. SOFFIT W/ (2) 1269 e EACH TRU55 ALUM. SOFFIT TRU55 SPAN, OR 10'-0" O.G. MAX. _" O.S.B. SHEATHING OR 2" STIFFSACK AT ALL UPRIGHTS TO BE INSTALLED MID. SEE ENERGY CODE FORMS PLYWOOD SECURED OVER 4 -ld HIGH (SEE POINT OF TRUSS SPAN, OR BTIFFSACK AT ALL CDX PL UPRIGHTS OVER 4'_10° FOR INSULATION R -VALUES. PER NAILING SCHEDULE SEALED ENG. FOR 51ZE 1P,' -O" O.G. MAX. CONDITION.) HICK+ --I (SEE SEALED ENCS. ° C�''r'PSU1�i �30A�'D 01� 2° cr=y >=t\I� 'r.,Y ("ni'7F �01'c'MIS =/)= r,I7C= A ) HIGH STRENGTH GLG. PRE -ENCS TRU55 SEE ENERGY CODE FORM5 0.5.3. 5HEATHING OR 2" FOR INSULATION R -VALUES. O.S.B. SHEATHING OR 2° BOARD FOR INSULATION R -VALUES. CDX PLYWOOD. ATTACHED �''`-5" GYP5UM 5OARD OR 2" CDX PLYWOOD. ATTACHED 2x4 NAILER MTL. DMP EDGE �� GYPSUM E�OARD OR 2" NIGH PER NAILING SCHEDULE ON HIGH STRENGTH CLG�. PER NAILING SCHEDULE ON �. SHEET DS .Aa _ 2x4 s 24" O.G. � INTERIOR STRENGTH Cl -G. SOARD E SHEET D5 2x4 SUES-k3AND .. f30ARD KNEE WALL CONC. FILLED LINTEL SLK 1/5" THICK, 3 GOAT CONC. FILLED LINTEL 5L'K �/S" THICK, 3 COAT VENTED ALUM. SOFFIT . AR CONTINUOUS PORTLAND CEMENT PLASTER W/ (1) #5 REBAR CONTINUOUS PORTLAND CEMENT PLASTER GONG. FILLED LINTEL SLK W/ (1) 5 RE 3 W/ (1) S REBAR CONTINUOUS CAST LINTEL OVER EXPANDED GALV'D R_4.2 BATT. INSUL. OYER EXPANDED GALY'D PRE METAL LATH ON FORTIF15ER METAL LATH ON FORTIF15ER EM5ED. STRAP VERIFY W/ PRECAST LINTEL TRUSS PLAN fi�-4.2 BATT. INSUL. JUM�3OTEX GRADE "D ° F'REGAST LINTEL UMSOTEX GRADE D PAPER II II WINDOW ATTACHMENT AS PAPE1�'. OVER t"C'VEK WINDOW ATTACHMENT 45 OVER TYVEK BUDDING WRAP WINDOW ATTACHMENT AS 5UILDING WRAP (REFER TO PER MANUFACTURES (REFER TO STUCCO SPECS PER MANUFACTURES rp/el" THICK, 3 COAT PER MANUFACTURES 5TUCCO SPECS FOR il SPECIFICATIONS OCOMPLETE INFORMATION) SPECIFICATIONS PORTLAND CEMENT SPECIFICATIONS COMPLETE fugrEqiRgft WEEP SCREED PLASTEi'� APPLIED (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) PRECAST SILL DIfi�EGtL`t' t0 P'EGAST SILL # BECUk'E GA�3LE TO 2x�a P.T. (1) #5 REBAR VERTICALLY SECURE GA�3LE TO 2x� P.T. (1) #5 REBA�c VERTICALLY MA5ONRY CI) 5 REBAi� VERTICALLYPLATE W/ 12d's 8 O.C. MAX W/ CONC. FOUR CELL W/ GONG. POUfi"� CELL W/ LONG. POUR CELL PLATE W/ 12d'el � D.C. MAX 0 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO 1x2 P.T. FURRING StR IPS U 2x(o PT. PLATE T / �: 1�" O.C. 1x2 P.T. FURRING STRIPS SEC RE �: 6 1(0"' O.C. LK W/ "x9" ANCHOR 5OLT W/ 1�0" O.C. BLK W1 z`x9" ANCHOR 5OLT W/ 2 2" WASHER SET IN SIMPSON r --S CMU 2" WASHER SET IN SIMPSON r-�--- g" CMU S CMU NIGH STRENGTH EPDXY -1 HIGH STRENGTH EPDXY i" 1/2" GYP. WL, 5D. 1/2 ° GYP. WL, SD. EMSED. MIN. � 32 OC MAX. 1/2 GYP. WL. 51). EMF3ED- MIN. 32 WOOD 5ASE OC MAX. WOOD 1�ABE WOOD 5145E5E --~--� Q O. c� • .. . a .. �s/8" THICK, 3 COAT _ . � s/8° THICK, 3 COAL �• a .4 A d 4 d PORTLAND CEMENT ° A PORTLAND CEMENT •� PLASTER APPLIED Q PLASTER APPLIED •. ° , a . n � � DIRECTLY TO a8 DIRECTLY TO 4 MASONRYMASONR'i I- STORY GABLE 1 -STORY STORY GABLE W/ VAULT C LG. BLOCK WALL BLOCK WALL BLOCK WALL I1B SCALE: 3/411=11-0" SCALE: 3/4=1 -O 1 A SCALE: 3/4"=1'-0` CED 2X4: ® 2X4: ® 2X4: SECURE t0 BLOCK W/ gi(a SECURE t0 BLOCK W/ Sift,' SECURE TO BLOCK W/Y4' SECURES OR DRIVE PIN TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN CAIN. SHANK SIZE .145 (MIN. SHANK 51ZE .1.45 (MIN. SHANK SIZE .145 0 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE .30 MIN. EMBEDMENT 1 0 MIN. EMBEDMENT I Ya") MIN. EMBEDMENT 1 Y4') THIN 5" OF EACH END 4 WITHIN 5" OF EACH END 4 WITHIN 5' OF EACH END 4 WITHIN MAX SPACING. 15" O.G. MAX SPACING. 18' O.C. MAX SPACING. 8' CMU 2k6: ® - 2X6: ® s 2X6' ® NOTE: STRUCTURAL 2X MUST NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-341 SECURE TO BLOCK W/1-1/4' BE ON OUTSIDE 4 SECURED ' DRYWALL SECURE TO BLOCK W/2 ,(� 3E ON OUTSIDE 4 SECURED tAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCON5 OR DRIVE PIN THROUGH NON-STRUCTURAL TAPCONS OR DRIVE PIN (MIN. SHANK 51ZE .145 /f6' TAPCON MIN, 1 Y4" 11X4' OR 1'X2" P.T. NAILER THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED 3 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 F1 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 1 Y4 1x4 P.T. OR �/�'X4"' MIN. SECURE MIN. HEAP SIZE 300 3.f&" TAPCON MIN. i -Y¢" MIN. EMBEDMENT 1 Y.t"J EMBEDMENT INTO BLOCK. THRU FRAME 4 EXTEND 1 Ya' MIN. EMBEDMENT I Y4"J EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Ya"J EM TAPCON MIN. 1 Y4' "1/1611 O.S_Ea. OR 2" CDX INTO BLOCK W/ 3if6" TAPCONS WITHIN S" OF EACH END 4 WITHIN 51 OF EACH END < \\—EMBEDMENT INTO BLOCK. WITHIN 5" OF EACH ENP 4 S' CMU OR DRIVE PIN 15' O.C. MAX SPACING. $" GMU IB O.C. MAX SPACING. 15' O.C. MAX SPACING. (MIN. SHANK SIZE .145 S' CMU S�" DRYWALL �' DRYWALL\`�2%<8: TYYEK BUILD 1NG LU1��4P 2X8: ® 1'X4" OR 1"X2" P.T. NAILER 2X8: ® " )j' DRYWALL I"X41 OR 1"X2" P.T. NAILER MIN. HEAP SIZE 300 SECURE TO BLOCK W/I-I/4 MIN. EMBEDMENT I 0 SECURE TO BLOCK W/2 -3,C6' SECURE TO BLOCK W/2- �& 1`X4" OR 1'X2' P.T. NAILER TAPCONS OR DRIVE PIN W6' 0.5.8. k 4'M IN. TAPCONS OR DRIVE PIN �W6' O.S.i3. X 4' MIN. TAPCONS OR DRIVE PIN (MIN. SHANK 5IZE .145 FORT IF 113 -R 5LDG PAPER WITHIN 8' OF EACH END 4 181 (MIN. SHANK SIZE .145 POOR CASING POOR CASING (MIN. SHANK SIZE .145 DOOR CASING �— O.G. MAX SPACING MIN. HEAD SIZE 3023 MIN, HEAD SIZE .300 GALY'1a 1"1TL. I_,�TI-� DOOR CASING MIN. HEAD SIZE .300t�E POOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT l Y4"J DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y¢') ATTACH TO 2X PER MIN. EMBEDMENT 1 Yd J ATTACH TO 2X PER WITHIN 5' OF EACH END 4 ATTACH TO 2X PER DOOR JAMB OR WINDOW WITHIN 5' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 5" OF EACH END < MANUFACTURES DETAILS. 15" O.C. MAX SPACING. MANUFACTURES DETAILS. 1/5" TEXTURED ATTACH TO 2X PER la' O.G. MAX SPACING. 15" O.G. MAX SPACING. FINISH WOOD MANUFACTURES DETAILS. " Nall NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Yd°) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED ,49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED V) NOTE: SHIM A5 NEEDED TO PLUMB JAMB CD0 NOT EXCEED Y4") WOOD '/a TO /a MID WALL DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-'7/16 CONSTRUCTION WEEP SCREED DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16 WINDOW TO BLOCK +3-7 16" p_ WINDOW TO BLACK +3 4 OR +5 4 WINDOW TO BLOCK +1-15/16" WINDOW TO BLACK +3" C � SCALE: 1"=1'-@" Z A SCALE: 1"=1'-(Z3' SCALE: i'=1'-0' N 37 4• 0 2X4: ® 2X4. ® 2X4: '. SECURE TO BLOCK W/ Wr. SECURE TO #.'+LOCK PI 4•, II 2XC ® 1 SECURE TO BLOCK W/ �ii6" C1"1U SECURE TO BLOCK W/ �� TA'PGONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK1 SDRIVE PI TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 „ (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3023 ✓' /� TEXTURED MIN. HEAD SIZE .300 MIN. HEAD SIZE 301 MIN. HEAP SIZE 300 MIN. EMBEDMENT 1 Y) MIN. EMBEDMENT 1 Yd J MIN. EMBEDMENT 1 Y4') :;• FINISa--I MA50Ni�l MIN. EMBEDMENT 1 Y�) 1 WITHIN 5 OF EACH ENP 4 NOTE: STRUCTURAL 2X MUST WITHIN S' OF EACH END 4 WITHIN 5' OF EACH END 4 WITHIN 8 OF EACH END 4 15" O.C. MAX SPACING. BE ON OUT5IDE 4 SECURED 15' O.C. MAX SPACING. 15" O.C. MAX EACHSPACN IS, O.C. MAX SPACING. THROUGH NON-5TRUCTURAL 2X6: 2X6: ® �,� TAPCON MIN. 1 Y�` " 2X6: 2Xk'' ® NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W!2-�`�f6" EMBEDMENT INTO BLOCK. SECURE TO BLOCK W/1-1/4 SECURE TO BLOCK, W/2-%' SECURE TO BLOCK WP-3if6" BE ON OUTSIDE 4 SECURED TAPCON5 OR DRIVE PIN TIN. ON5SHA OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCON5 OR DRIVE PIN TAPCON5SHA OR DRIVE PW THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 8" CMU (MIN. SHANK SIZE 00 THROUGH OU OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 32JfA THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300F1 MIN. HEAD SIZE .300 3/f6' TAPCON MIN. 1 Y4" MIN. HEAD SIZE 300 YZ" DRYWALL MIN. EMBEDMENT 1 Y4'J 3/f6" TAPCON MIN. 1-Y¢" WEEP SCREED Tl MM. EMBEDMENT 1 Yd') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4") 1'X4' OR 1'X2" P.T. NAILER WITHIN 5" OF EACH END 4 EMBEDMENT INTO BLOCK. '� Y L S L D MIN. EMBEDMENT I Ya) 1 WITHIN S OF EACH END 4 Wltl-IIN 8' OF EACH END 4 WITHIN 8 OF EACH END 4 5 CMU IB" O.C. MAX SPACING. 2ND 2X SECURE TO 15' O.G. MAX SPACING. //�� 15' P.C. MAX SPACING. IB' O.C. MAX SPACING. 8' CMU T �-i L � Ya' DRYWALL STRUCTURAL MEMBER W/16' 2X5: ® k�" DRYWALL D 2X5: ® i 'y DRYWALL 2X5` ® I X4 OR 1'X2 P.T. NAILER cmu 2X5: 3 1 WITHIN 8' O.C.MAXEACH END 4 ro' SECURE TO PRIVLOCK W/1-1/4" 1 " 1 SECURE TO BLOCK W/2-�% " " SECURE TO BLOCK W/2- /(6 t0 8 : MTAPCONS OR DRIVE PIN 1"X4" OR 1'X2" P.T. NAILER CONNECTION �j T SECURE TO BLOCK W/2 -N6` 1'X4' OR 11X2" F'.T. NAILER SECURETAPCONOR DRIVE PIN 1 P.T. X 4 MIN. TAPCON5 OR DRIVE PIN (MIN, SHANK, SIZE .145 1" P•T• X 4" MIN. 6'l BLOCK 1-� JL � E 1 TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASINGHEAD (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT SIZE 3Q�0 DOOR CASING SCALE: 1 1/2"-1'-011 MIN. HEAD SIZE .300 MIN. HEAP SIZE .300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Yd) DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') � ATTACH TO 2X PER MIN. EME3EDMENT 1 Y4"J DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y¢') ATTACH TO 2X PER WITHIN 8" OF EACH END 4 ATTACH TO 2k PER WITHIN 5' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 5" OF EACH END 4 ATTACH TO 2X PER WITHIN 8` OF EACH 4v) 4 MANUFACTURES DETAILS. WI O.G. MAF SPACING. MANUFACTURES DETAILS. 15" O.G. MAX SPACING. 151 O.C. MAX SPACING. MANUFACTURES DETAILS. IB' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4.) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y¢') DOOR JAMB T4 BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +3 3 4" WINDOW TO BLOCK +1-1 2" D WINDOW TO BLOCK +2 1/4" WINDOW TO BLLOCK +3 u F SCALE: 1"=1'-0' 11 5G,4LE: ►"=1-01 B SCALE: 1'- 1'-0' SCALE. I'=1' -(A" A R C H IT E C TS Group~ Inc. L441 N. RONALD REAGANBLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 9uHDiv. & LOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 -ODEL: "2498" GARAGE SWING - LEFT WING -LEFT PAGE: MONOLITHIC I - STORY WALL SECTIONS & NOTES ARGHITE0 7mow� STATE OF FLORIDA JAMES PANTWELL AR NO 12079 NnRIN ATE: 02/29/12 ;3 C ALE: ZHEET D> > > 1 i j U C) z �i q �U cwt) lZi.l � Q 9uHDiv. & LOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 -ODEL: "2498" GARAGE SWING - LEFT WING -LEFT PAGE: MONOLITHIC I - STORY WALL SECTIONS & NOTES ARGHITE0 7mow� STATE OF FLORIDA JAMES PANTWELL AR NO 12079 NnRIN ATE: 02/29/12 ;3 C ALE: ZHEET D> > > 1 i j FIBERGLASS SHINGLES OVER #15 FELT PAPER ON "1 0.5.8. SHEATHING OR: CDX PLYWOOD SECURED PER NAILING SCHEDULE PRE - ENG TRUSS MTL. DRIB'' EDGE 2x4 5U5-5AND VENTED ALUM. 5OFF I T DOUBLE TOP PLATE WINDOW HEADER 61ZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAIL5 160.5.8. SHEATHING OR 2° CDX 'PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5. i/5" THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE "D" PAPER OVER TY VEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMAT ION) NOTE: SHEATHING MUST NOT BREAK V-0" MIN. FROM 2ND FLR LINE 2x4 CONT. s TOP AND 3T. OF FLR TRU55 (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 15 FOR WALL SHEATHING NAILER) WEEP 5CiREED (SEE DETAIL 2A) — EMBED. STRAP VERIFY W/ TRU55 PLAN r1/$" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED C DIRECTLY TO MASONRY 2—STORY FIRST FLOOR BLOCK SECOND FLOOR FRAME 1 SCALE: 3/4 1-0° 2x STUDS 'a 16O.G. MAX W/ R-11 BATT. INSUL. MIN. " T 4 G 5U3FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE -ENG FLOOR TRUSS SIMPSON HETA-1Go EMBED. STRAP e 32" Q.C. MAX VERIFY W/ TRU55 PLAN s" GYPSUM BOARD OR 2° HIGH STRENGTH CLG. 5OARD EE ENERGY CODE FORMS �R INSULATION R -VALUES. GYPSUM BOARD OR 2° dGH STRENGTH CLG. 30ARD W15T STRAP ERIFY l.U/ RU55 PLAN JINDOW ATTACHMENT AS 'ER MANUFACTURES >PECIFICATION5 JINDOW SILL 'x STUDS is 10" O.C. MAX W/ R-11 BATT. INSUL. MIN. " T 4 G 6U3FLOOR GLUED SND NAILED AS E'ER MAILING SCHEDULE =RE -ENG FLOOR TRUSS ' INSTALL fmr=R MFG. SPECS.) " GYPSUM BOARD OR 2.. HIGH STRENGTH CLG. 50ARD CONC. FILLED LINTEL 5LK W/ (1) #5 REBAR CONT INUOU R-4.2 5ATT. INSUL. PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURE5 SPECIFICATIONS PRECAST SILL (1) #5 RE5AR VERTICALLY W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS 6 1(o " O.C. all CMU 1/2" GYP. WL. 51:). WOOD345E 0.5.3. SHEATHING OR 2" CDX--` PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 1/5" THICK, 3 COAT PORTLAND--\ CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER JUM50TEX GRADE "D" PAPER OVER TYVEK BUILDING WRAF' (REFER TO STUCCO 5PEC5 FOR COMPLETE INFORMATION) 2x4 CONT. e TOP AND BT. OF FLR TRUSS (TOP 2x4 5UPPORT5 3T PLATE OF 2ND FLR, BT. 2x4 15 FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRUSS ELAN N/w THICK, 3 COAT PORTLAND/ CEMENT PLASTER AFFL IED DIRECTLY TO MASONRY FLOOR CONNECTION AT PERPENDICULAR PRE—ENG SCALE: 3/4"=V-0` F13ERGLA55 5HINGLE5 OVER ,115 FELT PAPER ON 7/1G.," 0.5.3. SHEATHING OR 2" CDX PLYWOOD SECURED PER NAILING SCHEDULE MTL. DRIP EDGE 2x4 5U3 -BAND ALUM. SOFFIT 5TIFF54CK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ 8"x(o" THRU-BOLTS a 32" O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 126'S 5" O.C. MAX OR SECURE G43LE TO DBL TOP PLATE W/ 51MP50N HTG4 1o) 24" O.C. MAX WINDOOW HEADER 51ZE VARIES PER WINDOUL OPENING SEE HEADER SPAN CHART FOR DETAILS 0.5.3. SHEATHING OR° CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 1/5" THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE "D" PAPER OVER TYVEK 3U I LD INCA WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-0" MIN. FROM 2ND FLR LINE 2x4 CONT. e TOP AND 5T. OF FLR TRU55 (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, 3T. 2x4 15 FOR WALL SHEATHING NAILER) WEEP 5CREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRU55 PLAN V THICK, 3 COAT PORTLAND CEMENT PL ASTER AFFL I ED D IRECTL'' TO 2— S TO RYm4&oA1B LE FIRST FLOOR BLOCK SECOND FLOOR FRAME ----- SCALE: 3/4"=V-0" PARALLEL/ FLOOR TRUSS d1: 2x 5TUD5 e 16" O.C. MAX W/ R-11 BATT. INSUL. MIN. i" T 4 G SUBFLOOR GLUED AND NAILED 45 PER NAILING SCHEDULE PRE -ENG FLOOR TRU55 I" GYPSUM BOARD OF, HIGH STRENGTH CLG. 3OARD CONC. FILLED LINTEL 5L< W/ (1) S REE3AR CONTINUOUS 2x4 3LOCK.ING 3ETWEEN TRUSSES AT FIRST TWO 314Y5 4'-0" O.C. (AT SHEATHING SEAMS) PRE -ENG G43LE TRU55 CONT. 2x4 RAT RUN SECURED W/ (2) 126'5 Q EACH TRUSS 5EE ENERGY CODE FORMS FOR INSULATION R -VALUES. WOOD --\ CONSTRUCTION GYPSUM 30ARD OR° HIGH STRENGTH CLG. 30ARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS WINDOW SILL 2x 5TUD5 'a 1(o" O.C. MAX W/ R-11 BATT. INSUL. MIN. ¢" T 4 G 5U5FLOOR GLUED AND NAILED A5 E'ER NAILING SCHEDULE PRE -ENG FLOOR TRU55 ( INSTALL PER MFG. SPECS.) " GYPSUM BOARD OR z° HIGH STRENGTH CLCD. BOARD CONC. FILLED LINTEL BLK W/ (1) 115 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT 45 PER MANUFACTURER SPECIFICATIONS PRECA5T SILL (1)'15 REBAR VERTICALLY W/ CONC. FOUR CELL lx2 P.T. FURRING STRIPS Q 1(o" O.C. 8" CMU 1/2" GYP. WL. BD. WOOD 3145E 1/1(0" o.5.E3. OR 2" CDX TYVEK 3UILDING WRA F-ORTIFIBER - BLDG PAPER -GALV'D MTL. LATH -7/S" TEXTURED FIN 1 SH 6 WOOD -'/$ TO Nall MID WALL WEEP 5CREED Z� V CMU 5/5" TEXTURED FINISH 10MASONRY WEEP SCREED DETAIL 0) WOOD TO ,BLOCK CONNECTION SCALE: 1 1/2 " =1' -0" rz A R C H IT EC TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6075 FAX: 407-774-4078 www.a bdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUS C A PLACE LOT #2011 PROJECT# 02108.008 MODEL: 2498" GARAGE SWING: LEFT PAGE MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: [STATE OF FLORIDA fPRIN/A, DATIC: 02/29/12 SCALE: 1/4"=1'-0" SHEET D A o r NOTE NAIL SHEATHING TO ALL 2>< A5 FER EXT. 5HEATHING NAILING, 56 4" O.C. MIA>< EDGES &"-5" O.C. M,4>< IN THE MELD STH (MIN) A F'RECA EAPER v PRECAST HEADER(M IN) 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON DBL. TOP PLATE 2 X 4 (MIN 2 X 3)1-3/1(o TAPCON MIN HEAD SIZE 300 SECURE 2 X RIP TO FIT MIN EMBEDMENT 1 1/4") OR DRIVE PIN (MIN SHANK 51ZE.145 DBL. TOP PLATE O.G. MAX. MIN 1-1/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON W/a-lads (c+" -S" O.G. MAX. MIN HEAD SIZE 300 2X4 16" O.G. MAX. MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") 7/S' TEXTURED FINISHV MIN EMBEDMENT 11/4") 9F O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 5 (MIN 2 X 3) 2-3/16 TAPCON 1/16' 05E3 SHEATHING FROM EACH END AND IS" MIN HEAD 51ZE 300 '1/16' OSB SHEATHING MIN EMBEDMENT 11/4') 2 X 4 16" O.C. MAX. O.G. MAX. MIN 1-1/4' EMBEDMENT (WHEN OVER 16" IN HEIGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING (WHEN OVER 16' IN HIEGHT.) 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON�= MIN. 2-12d PER 5LK. EA. END ARCHWAY DETAIL 4 16 AND UP SCALE: OR DRIVE PIN (MIN SHANK SIZE.145� SECURE 2X4 W/ 2-%,' 2 X 4 (WHEN OVER IV IN HIEGHT.) MIN HEAD 51ZE 300 TAPCONS OR DRIVE PIN 1/4' TEMPERED MASONITE MIN EMBEDMENT 1 1/4') (MIN. SHANK SIZE.145 MIN. GLUE 4 NAIL W/8d'5 V-12' O.G. S' FROM EACH END AND IS, HEAD 51ZE 300 MIN. IF NEEDED. O.C_ MAX. MIN 1-1/4' EMBEDMENT EMBEDMENT 1 Y4` LU/IN 5- 2 X S (MIN 2 X 3) 2-3/16 TAPCON EA. END NOT TO EXCEED BT. PLAT LU 2 X SOLID BLK'G �m ARCH OR DRIVE PIN (MIN SHANK 51ZE.145 IPS' O.G. MAX SECURE W/2 -12d EACH END MIN HEAD SIZE .300 2X4 SOLID BLOCKING SECURE TO SHEATHING. W/ Q Q ATTACHMENT PER MIN EMBEDMENT 11/4') MIN. 2-12d PER 5LK. EA. END Ilf MANUFACTURER'S SPEG'S. S' FROM EACH END AND 1S' MTL WDW FRAME O.C. MAX. MIN 1-1/4" EMBEDMENT 1/16" O°vB SHEATHING 2X4 SOLID I/2" PLYWOOD DBL. TOP PLATE 2X4 16' P.G. MAX. SECURE 2x4 TO WOOD W/2-126 O.G. STAGGERED SECURE 2X4 W/ 2-%' TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .14v MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4" W/IN 8' EA. END NOT TO EXCEED IS" O.G. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER 5LK. EA. END 3 EXTERIOR ARCHWAY SCALE: CMU WALL ARCHWAY DETAIL 1 16" AND UNDER Q JSP' O.S.B.OR/,' PLYWOOD SHEATHING �2 *15 E3LDG. FELT 3 24' WIDE 26 GA. GALVANIZED METAL FLASHING Q MUST ADD D11310, 36" WIDE AND AND MUST ESE A MIN 24' WIDE METAL. Q FIBERGLASS SHINGLES Ae IIIIIIII PRE -FB TRUSS 1/2' CLG. BOARD 4 TEXT. SIMPSON SP4J 2X4 DBL. TOP PLATE a EVERY 1/2" DRYWALL OTHER STUD 2X4 WOOD STUDS 016" O.C., 1/U.N.O. ON TRUSS PLAN 2X4 CONT. STRESS _5LOCKING MID -WALL 2X4 PT. PLATE SIMPSON 51=4 32' O.C. MAX 1/2"X9" A.5.32' O.G. 7' EMBEDMENT e CONC. SLAB 2 M5's CONT. 1—STORY INT. BEARING WALL SCALE: 1/2'-1'-0" NOTE. FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. [BLOCKING SECURE TO SHEATHING WITI MIN. 2-12d PER 5LK. EA. END EXTERIOR ARCHWAY WITH WINDOW SCALE: 1/2"-1'-0' Cr6,)CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRU55 70U5LE: TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS is 16" P.C. MAX j- T 4 G 5UE5FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 -v 32" O.C. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRES6 BLOCKING MID WALL 2x STUDS Q 16" O.G. MAX 1/2' GYP. WL. BD. SECURE E5T. PLATE TO SLAE5 W/ �'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY I" EMBED. MIN. SIMPSON SP4 a 32' O.G. MAX ►� INT. 2—STORY L.B.W. SCALE: 1/2"= I'-0' PRE -ENG TRUSSES OR CONY. FRAMED RAFTERS " 0.&15. SHEATHING OR ' COX PLYWOOD SECURED PER NAILING SCHEDULE 2x4 BLOCKING UNDER WALL STUDS SCURE 5ETWEEN TRUSS BAYS W/ (3) 12d's EACH END 2x DOUBLE TOP PLATE STUDS a 1(a' O.G. MT6-12 a EVER STUD 2X4 ST. PLATE DORMER ATTACHMENT U8 SCALE: 1/2"=1'-0' *NOTE: NO GAP a WDW FRAME To EXCEED 1/4' ARCHWAY DETAIL A CUTAWAY SCALE: 1/2"=I'-0" 2 X 4 (MIN 2 X 3)1-3/1(p TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') a' FROM EACH END AND IS" EXISTING BLK ARv, O.C. MAX. MIN 1-1/4" EMBEDMENT I/4" TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/5' TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 7/16" 065 SHEATHING MIN EMBEDMENT 11/4') 2 x 4 16' O.C. MAX. S' FROM EACH END AND IS' (WHEN OVER 1(P' IN HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 1(0' 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 16" IN HEIGHT.) OR DRIVE PIN (MIN SHANK, SIZE.145 2 X SOLID E3LK'G 0 ARCH MIN HEAD 51ZE 300 SECURE W/2 -12d EACH END MIN EMBEDMENT 1 1/41) S" FROM EACH END AND IFS" 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 GLUE 4 NAIL W/Sd'S 8"-12" D.C. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL CUTAWAY (�)_SCALE: 1/2'-l'-011 ASPHALT SHINGLES OVER M 15 FELT ON 1/16" 0.5.8. PRE -ENG GABLE TRUSS SPF ST IFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 2x4 5PF BLOCKING BETWEEN TRU55E5 AT FIRST TWO BAYS 4'-0' O.C. (AT SHEATHING SEAMS) CONT. 2x4 SPF RAT RUN ' SECURED W/ (2)12d'8 w EACH El I TRUSS F441 (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) 12d's 0 EACH TRUSS (DIAGONAL X -BRACING t0 COVER 5-TRU66ES ` GYPSUM BOARD OR HIGH STRENGTH CLG. NQ -r BOARD DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE e ANY SPAN 15'-0' OR GRATER REFER TO TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0" t0 30'-0' (1) X -BRACE 30'-1" TO bV-0' (3) X -BRACE (1) X -BRACE w CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END GABLE X—BRACING SCALE. 1/2"-1'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 126 NAILS OR MIN. (4) loci GUN NAILS 1x6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1xS NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 106 GUN NAILS a EA. TRUSS RAFTER TO TRU55 MT5-12 CREATE VOID FOR STRAP PENETRATION - ROOF DECKING OVER PRE -ENG TRUSSES - PRE -ENG. TRUSS - ALTERNATE CONNECTION MSTA-24 RAFTER TO 5LK'G BETWEEN TRUSSES MVA��D ROOF L 0'-0' TO 30'-0` (1) 'X' BRACE 30'-1' TO (v0' -o' (3) 'X' 5RACE (1 'X' BRACE 6 CENTER) (2 'X' BRACE PIVIPED EQUALY FROM CENTER TO ENp) FIBERGLASS SHINGLES OVER 15 FELT ON -1/16' Q.S.B. (2) 2X4 02 SYP DIAGONAIL BRACE ---� W/ 3-12d a EA TRU55 ( DIAGONAIL BRACE TO COVER 5-TRU66E6 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 106 NAILS EA END / TO TRUSS SPF STIFF15AGK ' (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 1116" 0515 SHEATHING USE ad NAILS At 4" o.c. EDGE 4 6" o.c. FIELD 2X4 W/ 3/5' X 5 LAG a32' O.C. MAX_ OR SIMPSON MSTA-24 1D 32' O.C. MAX. SHEATHING NAILING TO BE 6'-S' O.G. IN FIELD 4' O.C.OALL EDGES W/8d NAILS SCALE: 1/2"=1'-0' FINISH 'a LANDING 3/4" PLYWOOD F.F. TRUSS 24" o.c. 1/2' CLG. BOARD NAIL CONT, RAT RUN TO TRUSS W/ (2) 12d 0 EA. TRUSS 2X4 SYR RAT ADJACENT t0 DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16" O.G. MAX. 12" • 1115 UPLIFT 51MPSOM HTSM20 W/10 106 TO TRUSS AND (4) 1/4" x 2 1/4' TAPGONS TO CONT POURED LINTEL * 1900 UPLIFT (2) 5IMPSOM HTSM20 INSTALLED ON OPP051TE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE-ENG TRU55 CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2" APART 2 TRUSS ANCHOR RETROFIT N.T.S. l 3/4" PLYWOOD WITH LANDING DETAIL 4 12-D COMMONS NAILED THRU 3/4" FINISH 6 LANDING PLYWOOD INTO 3/4" PLYWOOD F.F. , EACH STRINCER� 3-2x12 SYP STRINGER ' D'SL 2X12 REINFORCED W/2X4 5FF OL001Z JOIST W/CONT. 5EAD OF SU5-FLOOR ADHESIVE FL -400 OR 51MILAR EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3)05 3" SCREWS e EA STRINGER, UNTHREADED SHANK TO EXTEND 5EYOND THICKNE55 OF 5U5 -FLOOR SHEATHING NOTE STAIRS RISERS TO CONFORM TO FBC 2001 2R+1T=24"-25" 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/5" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR GRO55 SECTION DIA. TO 5r= 13/411 +-1/4" OR PROVIDE EQUIVALENT GRA51=45I L I TY WINDERS- MIN. r " WIDE NARROW END MIN. I1" WIDTH m 12" FROM NARROW END 34 MIN. HANDRAIL NGT. 36" MIN. FIN15H WINDER DETAIL 2X12 TREAD CUT TO FIT --1X5 RISER 10 LE55 THAN 4" TYF. BETWEEN SPINDLES �HAND RAIL 1/2" DRYWALL IXIO TRIM I" N051NG TYP (3) 1001 CUT NAILS 6 2X4 F.T. SLEEPER INTO it�y_ 5LA5 STAIR SECTION DETAILS SCALE: 3/4"=1'-0" A R C H I T E C T S Design Croup Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 v PRECAST HEADER(M IN) 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") S' FROM EACH END AND 18" O.G. MAX. MIN 1-1/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 5IZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") S' FROM EACH END AND IS' O.C. MAX. MIN 1-1/4' EMBEDMENT 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 EMBEDMENT 11/4') 2X4 16" O.G. MAX. S" FROM EACH END AND 18° (WHEN OVER 16" IN HEIGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER 5LK. EA. END ARCHWAY DETAIL 4 16 AND UP SCALE: Cr6,)CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRU55 70U5LE: TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS is 16" P.C. MAX j- T 4 G 5UE5FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 -v 32" O.C. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRES6 BLOCKING MID WALL 2x STUDS Q 16" O.G. MAX 1/2' GYP. WL. BD. SECURE E5T. PLATE TO SLAE5 W/ �'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY I" EMBED. MIN. SIMPSON SP4 a 32' O.G. MAX ►� INT. 2—STORY L.B.W. SCALE: 1/2"= I'-0' PRE -ENG TRUSSES OR CONY. FRAMED RAFTERS " 0.&15. SHEATHING OR ' COX PLYWOOD SECURED PER NAILING SCHEDULE 2x4 BLOCKING UNDER WALL STUDS SCURE 5ETWEEN TRUSS BAYS W/ (3) 12d's EACH END 2x DOUBLE TOP PLATE STUDS a 1(a' O.G. MT6-12 a EVER STUD 2X4 ST. PLATE DORMER ATTACHMENT U8 SCALE: 1/2"=1'-0' *NOTE: NO GAP a WDW FRAME To EXCEED 1/4' ARCHWAY DETAIL A CUTAWAY SCALE: 1/2"=I'-0" 2 X 4 (MIN 2 X 3)1-3/1(p TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') a' FROM EACH END AND IS" EXISTING BLK ARv, O.C. MAX. MIN 1-1/4" EMBEDMENT I/4" TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/5' TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 7/16" 065 SHEATHING MIN EMBEDMENT 11/4') 2 x 4 16' O.C. MAX. S' FROM EACH END AND IS' (WHEN OVER 1(P' IN HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 1(0' 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 16" IN HEIGHT.) OR DRIVE PIN (MIN SHANK, SIZE.145 2 X SOLID E3LK'G 0 ARCH MIN HEAD 51ZE 300 SECURE W/2 -12d EACH END MIN EMBEDMENT 1 1/41) S" FROM EACH END AND IFS" 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 GLUE 4 NAIL W/Sd'S 8"-12" D.C. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL CUTAWAY (�)_SCALE: 1/2'-l'-011 ASPHALT SHINGLES OVER M 15 FELT ON 1/16" 0.5.8. PRE -ENG GABLE TRUSS SPF ST IFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 2x4 5PF BLOCKING BETWEEN TRU55E5 AT FIRST TWO BAYS 4'-0' O.C. (AT SHEATHING SEAMS) CONT. 2x4 SPF RAT RUN ' SECURED W/ (2)12d'8 w EACH El I TRUSS F441 (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) 12d's 0 EACH TRUSS (DIAGONAL X -BRACING t0 COVER 5-TRU66ES ` GYPSUM BOARD OR HIGH STRENGTH CLG. NQ -r BOARD DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE e ANY SPAN 15'-0' OR GRATER REFER TO TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0" t0 30'-0' (1) X -BRACE 30'-1" TO bV-0' (3) X -BRACE (1) X -BRACE w CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END GABLE X—BRACING SCALE. 1/2"-1'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 126 NAILS OR MIN. (4) loci GUN NAILS 1x6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1xS NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 106 GUN NAILS a EA. TRUSS RAFTER TO TRU55 MT5-12 CREATE VOID FOR STRAP PENETRATION - ROOF DECKING OVER PRE -ENG TRUSSES - PRE -ENG. TRUSS - ALTERNATE CONNECTION MSTA-24 RAFTER TO 5LK'G BETWEEN TRUSSES MVA��D ROOF L 0'-0' TO 30'-0` (1) 'X' BRACE 30'-1' TO (v0' -o' (3) 'X' 5RACE (1 'X' BRACE 6 CENTER) (2 'X' BRACE PIVIPED EQUALY FROM CENTER TO ENp) FIBERGLASS SHINGLES OVER 15 FELT ON -1/16' Q.S.B. (2) 2X4 02 SYP DIAGONAIL BRACE ---� W/ 3-12d a EA TRU55 ( DIAGONAIL BRACE TO COVER 5-TRU66E6 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 106 NAILS EA END / TO TRUSS SPF STIFF15AGK ' (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 1116" 0515 SHEATHING USE ad NAILS At 4" o.c. EDGE 4 6" o.c. FIELD 2X4 W/ 3/5' X 5 LAG a32' O.C. MAX_ OR SIMPSON MSTA-24 1D 32' O.C. MAX. SHEATHING NAILING TO BE 6'-S' O.G. IN FIELD 4' O.C.OALL EDGES W/8d NAILS SCALE: 1/2"=1'-0' FINISH 'a LANDING 3/4" PLYWOOD F.F. TRUSS 24" o.c. 1/2' CLG. BOARD NAIL CONT, RAT RUN TO TRUSS W/ (2) 12d 0 EA. TRUSS 2X4 SYR RAT ADJACENT t0 DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16" O.G. MAX. 12" • 1115 UPLIFT 51MPSOM HTSM20 W/10 106 TO TRUSS AND (4) 1/4" x 2 1/4' TAPGONS TO CONT POURED LINTEL * 1900 UPLIFT (2) 5IMPSOM HTSM20 INSTALLED ON OPP051TE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE-ENG TRU55 CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2" APART 2 TRUSS ANCHOR RETROFIT N.T.S. l 3/4" PLYWOOD WITH LANDING DETAIL 4 12-D COMMONS NAILED THRU 3/4" FINISH 6 LANDING PLYWOOD INTO 3/4" PLYWOOD F.F. , EACH STRINCER� 3-2x12 SYP STRINGER ' D'SL 2X12 REINFORCED W/2X4 5FF OL001Z JOIST W/CONT. 5EAD OF SU5-FLOOR ADHESIVE FL -400 OR 51MILAR EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3)05 3" SCREWS e EA STRINGER, UNTHREADED SHANK TO EXTEND 5EYOND THICKNE55 OF 5U5 -FLOOR SHEATHING NOTE STAIRS RISERS TO CONFORM TO FBC 2001 2R+1T=24"-25" 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/5" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR GRO55 SECTION DIA. TO 5r= 13/411 +-1/4" OR PROVIDE EQUIVALENT GRA51=45I L I TY WINDERS- MIN. r " WIDE NARROW END MIN. I1" WIDTH m 12" FROM NARROW END 34 MIN. HANDRAIL NGT. 36" MIN. FIN15H WINDER DETAIL 2X12 TREAD CUT TO FIT --1X5 RISER 10 LE55 THAN 4" TYF. BETWEEN SPINDLES �HAND RAIL 1/2" DRYWALL IXIO TRIM I" N051NG TYP (3) 1001 CUT NAILS 6 2X4 F.T. SLEEPER INTO it�y_ 5LA5 STAIR SECTION DETAILS SCALE: 3/4"=1'-0" A R C H I T E C T S Design Croup Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 8UE33:)IV. 8c LOT: TUSCA PLACE LOT #2011 P"ROJECT# 02108.008 MODEL. "2498" GARAGE SWING: - LEFT PAGE: mISC. DETAILS ARCHITECT= STATE OF FLORIDA JAME CANTWELL A 012079 A T 02/29/12 :SCALE: 1 /4 1' — 0 °, HEFT D5 2�_D LU Q Q Z -3 Ilf LU 0 z z z LQ d Z p- Q q (3 c1) 1!l cv (P N cv "� 8UE33:)IV. 8c LOT: TUSCA PLACE LOT #2011 P"ROJECT# 02108.008 MODEL. "2498" GARAGE SWING: - LEFT PAGE: mISC. DETAILS ARCHITECT= STATE OF FLORIDA JAME CANTWELL A 012079 A T 02/29/12 :SCALE: 1 /4 1' — 0 °, HEFT D5 2�_D 6. 4'x14' 5ELF-ADHERING MEMBRANE FLASHING (COMPAT15LE W/ HOUSE NOTE: WRAP MATERIAL) OVER APPROVED BUILDING WRAP APPROVED HOUSE WRAP. SHALL BE LAPPED A MINIMUM OF FLASHING TO EXTEND ONTO PIPE (0" VERTICAL LAPS (ROLL :`':>::`:;'.'. 5 I 6`xS' SELF -ADHERING MEMBRANE ENDS) d 6 HORIZONTAL LAPS. I OR LES PPE W/ HOUSE � BACKING SHALL BE LAPPED NOT PENETRATION FLASHING (COMPATIBLE ALL 51=4Mfa NEED t0 I~3)= TAPED P FO TIBER SHEATHING TAPE LESS THAN 2' ON WALLS, THE WRAP MATERIAL) OVER d'x11" ONl=-PIECE VERTICAL h1 WITH R BACKING SHALL BE LAPPED 50SELF-ADHERING MEMBRANE TYPE CONTROL JOINT ~`� WATER WILL FLOW TO THE ll FLASHING OVER APPROVED ATTACHED TO WIRE LATH---- - � EXTERIOR. SACKING SHALL NOT HOUSE WRAP. ::::::': t0 EXTEND ONTO PIPJ: `:.: FLASHING W/WIRE TIE. WIRE TIE LATH BE PLACED BETWEEN PLASTER :-.`;`•'.-.�:•:::.:^::::: TO OUTSIDE OF �." THICK, 3 COAT CEMENT / BASE (LATH) AND FLANGES OF APPLIANCE FLANGE WAD �` PLASTER ` ACCESSORIES. METAL LATH TO GAUGE WIRE ID 't" O.C. WRB LAYER *2, FORTIP15ER METAL FLANGE CONTACT SHALL BUILDING PAPER / I' MIN. LAP' METAL LATH 1 BE REQUIRED TO ENSURE THAT LATH SHALL NOT BE METAL LATH 1 FLANGES ARIA MECHANICALLY CONTINUOUS THROUGH LOCKED TOGETHER. PER ASTM CUT AND OVERLAP ONE SIDE OF CONTROL JOINTS BUT WRB LAYER *I, fiC X iC iC 1 GIOh3 '183.1 FLASHING HERING MEMBRANE ELS ADWERINCUT ANP RG MEMBRANELAP ONE S OF SHALL BE STOPPED STUCCO WRAP X X X FLASHING AND TIED AT EACH F w2 SIDE. PER ASTM C10(o3 ■ WOOD SHEATHING METAL LATH STEP' 1T� 1.10.1.4 WRB LAYER *1, WR5 LAYER *1, " THICK, 3 COAT CEMENT -STUCCO WRAP ' PLASTER ?�`' STUCCO WRAP I WRBL LLAYEpR *2, FORTIF15ER / METAL LATH pjtTAL1�GATHAPER — -- — `- b' MIN PAPER LAP BELOW ONLY I WRB LAYER *2, FORTIFIBER WRB LAYER *2, F©RTIFI ER BUILDING PAPER I : W fo"x(c+" 5ELF-ADHERING MEMBRANE ' BUILDING PAPER WR5 LAYER *I, FLASHING OVER 14'x4' TO " ~'� ` STUCCO WRAP FLASHING OvEG MEMBRANE GAP MIN. FLASHING OVER APPROVI=D 3' IN. 3' MIN. INSTALL FASTENERS (CLIPS, HOUSE WRAP. STRAPS, STAPLES) AS / WHERE METAL PLASTER BASE REQUIRED TO SECURE FLASHING. TO EXTEND ONTO PIPE WITH BACKING IS USED, THE WOOD SHEATHING PIPE/ WIRE TO FRAMING "x4" SELF -ADHERING MEMBRANE / VERTICAL AND HORIZONTAL LAP J FLASHING OVER APPROVED JOINTS SHALL BE BACKING ON / HOUSE WRAP. BACKING AND METAL ON METAL. -:* : "' „` :': . '' `''� FLASHING TO EXTEND ONTO PIPE / PER ASTM CIOh3 1.83 r \ 1' MIN LATH I 3 / LAP, 4' OVER I . /e" CONT. BEAD OF SEALANT ALL LAP APER LAP INSTALL APPROVED HOUSEWRAP AIR ON BARRIER OVER SCALE; 11/2'-1'-0' SHEATHING ELASTOMERIG COATING OVER STUCCO/ %.... C.Y. FINISH (SEE TYP WALL SECTION) .:: -- VERTICAL LATH & PAPER DETAIL SECTION PER FBG Exterior lathing and plastering WOOD STUDS Exterior use of portland cement plaster shall comply with the application ONE VERTICAL -PIECE requirements of ASTM C926-1IA. SHEATHING , 1 "M" TYPE CONTROL JOINT Installation of exterior lathing and framing shall comply with ASTM C 1063-11A. BUILDING 61 MIN. PAPER LAP STUCCO 'V LAP a LATH 3' LAP A PAPER t� t I. FOLD INWARD ' PT. A 2 I. FOLD INWARD +� PT. A FIFE FENETF�ATION [DETAIL- FOLD 2CREASE ,0 �,�.15HORIZ0NTAL LATH Q KI C KO T & PAPER DETAIL DETAIL I 045 WOOD 5HEATHING r; WR5 L A"'E R #1, STUCCO WR,4P 11.FFOLD INWARD ( I. FOLD INWARD a PT. A F T H I C�,, 3 COAT CEMENT T 2. CREASE 0 PT. S I I A 2. GREASE +D PT. ' PLASTER " 3. CREASE a FT. C 1' 3. CREASE 0 PT. C 4. FOLD PT. C OVER PT- t. MET,4L LATN IS TILL PT. C TOUC14ES 4;x' 130TTOM FLANGE LEuENDi LAP WR5 4 TAPE OVER ROOF/WALL SCREED t6 z 511X511 "L" TYPE CONTINUOUS 6 o ��' 1, STUCCO WR�P� FOLD CzALY. METAL FL,45HING x'11 �oIS WATERTIGHT r.. Z (NAIL TO ROOF DECK, NOT� SEAL.FoLD,Ps2 I� WALL 544EATHINC�) W1 L � R 2 ( O TI I R h1Q1 CUT. �- �, CAP 5HINGLE - DO NOT NAI U I L INC AF INSTALL WITH ROOF CEi"IENT " TH ICK, 3 COAT CEMENT M T A L LATH X X X X PLASTER WR5 LAYER *2, FORTIFIBER «BUILDING PAPER WR5 LAYER *1,I U C C O A STUCCO WRAP ROOF CEMENT 4 LAP LAYERS OF 13UILDINCa WRAF' &HINGLE ROOFING OVER NAILING FLANGE, STOP I �• WRNS APPROX. 1 V 4 OVE SHINGLES % k \ . CASING SEAIa 9x5 WALL FLASHING ;1y i KICK -OUT FLASHING (SEE i' DETAIL) % k % FELT UNDMA1 MENT WATER TIGHT SEAL (5END OR NOTESOLDER, DO NOT CUT) 9 9 9 9 T -� �, T �—�y ELAS INSTALL TTOM T F L A S HI II I I( _ SHINGLE ROOFING WALL FLASHING RS CTIONM OF IaooF e L JL JL JJLL ®®II 111 WALL INTERSECTIONS DRIP EGE: OVERLAP 2', 5 C AL E ' 1/21'=]'-0' D ExTENP Ya" 15ELOW SHEATHING, MECHANICALLY FASCIA WRAP FASTEN 12' O.G. MAX. A R C H I T E C T S 4Design Groupinc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU333DIV. & LrOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MODEL: "2408" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT, STATE OF FLORIDA JAM 'CANTWELL A NO 12079 PRI T DATE: 0 2 2 9 12 SCALE: I/4" -1'-d" SHEET WAIOlp STUCCO FINISH INSTALL 6 SELF -ADHERING MEMBRANE FLASHING OVER ('" SELF ADNE5IVEI` TOP, SIDE(6)AND BOTTOM OVER TOP & SIDES��-END TRUSS I , WOOD SHEATHING FLANGES OF NON-MOVABLE I I. WRB LAYER `1, FRAME OF THE EXHAUST.SELF WOOD 6I--IE,4T1-IINC STUCCO WRAP SEaUENGE OF FLASHING TO BE: I BOTTOM 2 SIDES 3 TOP FLASHINGI WRB LA'T'ER 2, FORTIFIBER I UNIT I,. U1RB L,4''rER 1, Woof BUILDING PAPER X.. VENT GAP IS TO BE SET IN BEP STUCCO WRAfi I. OF SEALANT AT TOF; AND CONSTRUCTION METAL LATH X.. SIDES ONLY. SEALANT IS TO BE PREMANUF. DR�'ER I,. v8" TEXTURED 4 TOOLED SO AS TO DEFLECT VENT GAP C5ET IN WATER AWAY FROM JOINTS. CONT. SEALANT) WR5 L,4�1'ER #2, FORTIFIF�ER a" CMU FINISH WOOD s I' E -Z BEAD ALL AROUND I 3UILDINC PAPERI' z y$" TO %' MID -WALL .. `X:. VENT -APPLY SEALANT ALL WEEP SCREED ..jC JOINTS ANP INTERSECTIONS �� „ ,� * ��. onI a.: I - a . E APPLY SEALANT AT PERIMETER OF -` �~— ' 11, BACKER ROD —"-- I NON-MOVABLE FRAME AND STUCCO TOP 4 51DE5 Ic. Ti -TICK, 3 COAT CEMENT Y" CAULKING e JOINT �` PL,45TER ON ALL SIDES, � ALL AROUND ; ><X 12" WIDE STRIP SELF APHESIVE FLASHING. CLEAN MASONRY BEFOR= APPLYING DRYER AESTBLOCK) /a" TO la" M12 -WALL PER FBC Exterior lathingand plastering 6 UJEEP SCREE, TIE GK o Exterior use of portland cement plaster DTEXTURED BA ERR D shall comply with the application I TO METAL L TI --I U�/18 FINISh4 �+ MASONRY requirements of ASTM C 926-11 A. I G,4, lJr1 I RE ' 7 O.G. - I.: \—�," SELF -ADHESIVE HORIZONTAL WEEP SCREED j Installation of exterior lathing and framing shall comply with ASTM C 1063-11A. 5U ILE71NG PAPER I. FLA5I�ING (FRAME TO BLOCK) py OVER "QUICK I WOOD FRAMED WRIB LAYER 01, II ..:: FL,46H° WALL STUCCO WRAP �I ,... HooDED VENT —) C'EN11I "THICK, 3 COAT GEMENT — I HORIZONTAL NEEP SCREED PLASTER PIPE THROUGH / T:..•. FRAME TO FRAME)... METAL LATH WALL DRAINAGE PLANE (WFR5 WRB LAYER *2, FORTIFIBER 1 LAT R *'1, STUCCO 1, FAF) BU ILD ING PAPER WOOD SHEATHING WR5 LAR 1'2 (FORT fF 15R — — D RAE R. VENT CFRAME, °G?UICK FLASH" UILDING PAFER) GASKET ( INSTALLPER I`""1 TAL L. TH X X X x MANUF. 5PEC5.) all '�J STUCCO �.•b...•, 4.: • . e 5U ILD ING PAPER UNDER "QUICK FLASH" WRB LAYER *'1, CUT OPENING IN STUCCO WR,4P UJOOD SHEATHINC APPROVED HOU5EWR,4P FOR BOX INSTALLATION SELF—ADHE&IVE FL,45kNG V E 1�! 1 PENETRATION CUT "X" INTO :: ;: :;::;: A L,4YERi SELF -ADHERING WIRB SCALE: N.T.5. MEMBRANE FLASHING STUCCO WRAP APPLY SELF -ADHERING MEMBR,4NE FLASHING UJOOp SHEATHING OVER BOX AND OVER APPROVED WRB LAYER �1 &TEF '*I- aTEF 2 APPROVED HOUSEUJRAP WRB LAYER *1, BELOW 5TU00O UJRAP 1 ELEC. METER FIELD SELF-ADI--IERINGF VERIF''I' LOCATION CUT SUCH THAT 4PPLY �O MIN ELEC. G. 1„IETER FIELD No MEMBRANE GRADE "D" FELT MEMBi�ANE FLASHING VERIFY' .LOCATION ENTERS BOX, OVER ,4P1=LY TO FACE SELF -ADHERING APPLE' STUCCO SCRATCH COAT EDGE FLASHING OVER AND ONE (1) LA'M'ER OF PAINT APROVED HouSEWRAP PRIOR TO INSTALLING ELEC. METER W�'.B LAYER412, FORTIFIBER BUILDING PAPER CAVITY TO 5E FILLED f= WITH RIGID POLYMERIC, � � T F #4- 1 &OCYANOTE - POLY5L ENI 1&OCYANOTE-POLY5LEND FOAM ( "GREAT STUFF" OR 51MILAR) ,4E'PL'"I' ,� SILICON ... •..:.:. EL,46TOMERIC ,4RE,4 TO RECEIVE ANT AT POINT STUCCO/ C.v. STUCCO aCR,�TGI-1 COAT THAT �aE,L THAT ELEG. WIRE PENETRATES (SEE TYPICAL WALL 1 COAT OF PAINT W/5,4G<- APPLY E -z BEAD . 0. ° . 0. ° SECTION) ROLL PRIOR TO OVER 60 MIN O; ' ° ' ° ' ° ° o° _:: N GRADE D . ° ° . METAL LATHELEG. METER IN5TALLATIO FELT -PROVIDE O • • ° SEALANT AT ALL • O O O • • O JOINTS AND o• ' ° ° ' O INTERSECTIONS ' ° ° • O . O O• O O PROVIDE STUCCO SCRATCH GOAT LARGER THAN THE ELEC. METER GAN OR METER CAN COM50 OR METER CAN AND D 15CONNECT T E F ELECTRICAL CONDUIT PENETRATION � ELECTRICAL RECEPTACLE A R c H ITEC TS i0� 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 i sunniv. & LOT:- TUSCA PLACE LOT #2011 PROJECT# 02108.008 MODEL: 2498" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT' STATE OF FLORIDA A NO 12479 PRINT DATE: 02/29/12 SCALE: 1/4"=V-0" WA2Olr�,-D co Z w a w q C) U .4 N W z l.l.l Q IL 4 p ti sunniv. & LOT:- TUSCA PLACE LOT #2011 PROJECT# 02108.008 MODEL: 2498" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT' STATE OF FLORIDA A NO 12479 PRINT DATE: 02/29/12 SCALE: 1/4"=V-0" WA2Olr�,-D REMOVE AS � � � � N ID WOOD SHEATHING NEEDED TO WR13 LAYER *1, ACCOMMODATE STUCCO WRAP NEW DRIP METAL �----� A 1 N 74C� PL y4N ( UJR WOOD !: WRB LAYER2, FORTIFIBERfSTINC �`' f-------741, CONSTRUCTION I ESU ILD INCA PAPER I ; : ® ® MEMtRANE i = CT X15TING s/4" WOOD/ TREX WR �. A4 ' R :02 CFORT f r - f SER - D �• AT CRE SLEEPERS " THICK, 3 GOAT GEMENT MEMBRANE PLASTER , EXISTING DRIP SHEATHING -► DRIP MOLD W/ WEEP MOLES " EDGE�� " X X X X WOOD ;. 5/g :' SUB FLOOR NEW WOOD/ �,tu tCv71I� I - DRYWALL THICK, 3 COAT CEMENT TwREX PLANKING WEEP HOLES PLASTER STUCCO =Mir1 :.. g ` '• 3/S RIBBED LATH OVER WOOD SHEATHING REMOVE AND REPLACE rF r APPROVED BUILDING WRAP " t STUCCO DRIP SCREED /CONTROL JOINT THICK, 3 GOAT CEMENT PLASTER WOOD 5HEATHING II DRIP sCREED G T IN°. W CASING BEAD = CN DRIP MOLD DTL. CANT. NEW � � ,4 HE51V FLA 1 O A SCALE: 1 1/2"=1'-0" NEW' r BALCONY DRIP (..� STucco SUB FLOOR A EDGE REMOVAL e WRB LAYER 02, SORT 11=1BERDECK SUR FLOOR EXTENDED OVER DRIP WOOD SHEATHING WR1� LAYER #1, I'WRe LAYER *l, EDGE PAPER SCALE: NTS WR8 LA STUCCO WRAP STUCCO WRAP ® 3" X 3" 2(0 CSA. GALV. METAL DRIP EDGE WOOD I WRB LAYER *2, FORTIFIBER � CONSTRUCTION BUILDING PAPER SET IN FULL BED OF i BALCONY DRIP ��" PLYWOOD FILLER, CONTINUOUS cc1 SEALANT, " MIN. SPACE FROM DRIP B EDGE REPLACEMENT FACE TO TRIG I J" THICK, 3 COAT CEMENT Y� GAP FOR I SCALE: Nt5 BACKER ROD FLASHING PLASTER SELF-ADHESIVE NOTE: 5 $ALANt AROUND 'Ya" WOOD 5HEATHINC -•- � EXISTING DIRIP EDGE �11-L �'� �©�--p�� UP PLYWOOD FILLER , :...:....: TO ALLOW T4 4E INST,4LLATION OF STUCCO DR, -WALL m, , ., U " THICK, 3 GOAT CEMENT _ THICK, 3 GOAL GEMENT THICK, 3 COAT CEMENT �4ND C,4S1NC . OLLOUJINC Pr41NTINC-x, TIE PLASTER PLAStEi� PLASTER rjRIF EDGE WILL 5E EVENT 5,4C1G, TO ITS WRB LAYER * 1 r METAL LATH 1, ,4ND 5E,4LED TO THE : ;:,_.:::. , �:�,�:.•:.:.; ,.:,.. �;:.,' ...,.r.:...��.; STUCCO WRAP ORIGINAL LOCATION DRIP SCREED W/CONTROL JOINT STUCCO WOOD SHEATHING CASING BEAD CASING BEAD BALCONY DRIP 1 II��11CC�� DTL. � CANT. LCONY 11C EDGE INSTALLATION 1 0 JLC B A SCALE: NT5 SCALE. 1 v2 =1 ->0 11 DRIP EDGE REPAIR SCALE: NTS WOOD 6�4EATI-4ING LAYER 01, 2x FRAMING MEM5ER c1mu WR5 STUCCO WRAP O WRAP T� 41GK, 3 GOAT GEMENT UJOOD 5HEATHINC a PL,45TER WR5 LATER 02, FORTIFIBER .;•. BUILDING P,4PER -- - �: UJR5 L,4YER 11, 4° I i` 5TUCCO WRAP CORNER A CORNER 5E,4% METAL LATH _ R R 1 <F,45TENER SF',4GINC �1" RT BER F,45TENED TO 54-1EAT4-41NG, �..1...::.:. -�.. �.:.:...::.... 3 COAT cEr►ENt WRQ L,4`�'ER #2, 1=0 fl=f 8 THICK, I I E3UILDING PAPER e -ill O.G. M,4X. PLASTER _ (o��SELE-ADHERING � � I i�'IET,41. L,4T4� EL,45HING -1" THICX, 3 C0,4T CEMENT (EXPLOD:y EW FOR ED PL,45TER WR5 L14YER #1, CLARITY) STUCCO WRAP1��f�' GAP X. WOOF-) S+�E,4T4-4fNC E/'5" THICK, 3 GOAT GEMENT PL,45TER AFPL IED METAL LATS 4 F-o)IREGTLY TO M,450NfRY WINDOW R-ANGE WR5 LA'T'ER *2, FORTIF15ER BUILD INr-z PAPEIR ORNJL'.�R BEADCa-) BLOC 14A CORNER BEAD Ca -)FRAME 144 K- CASING BEAD CEO WINDOW X58 (FRAME, NO BAND) A R C H I T E C T! L441 N. RONALD REAGAJBLVD. LONGWOOD, FL 327PH: 407-774-6078FAX: 407-774.407.abdesigngroup.c AA #: 0003825 sU133DIV. & LOT: TUSCA PLACE LOT #201I PROJECT# 02108.008 MODEL - "2498" GARAGE SWING: LEFT - PAGE: WALL ASSEMBLY DETAILS ARCHITECT, STATE OF FLORIDA JAMES AR ANTWELL O 12079 PRIM DATE: 0 9 12 SCALE: 1/4)1=11-01) :3H�ET WX-)OF 0 z C] p z +- a z sU133DIV. & LOT: TUSCA PLACE LOT #201I PROJECT# 02108.008 MODEL - "2498" GARAGE SWING: LEFT - PAGE: WALL ASSEMBLY DETAILS ARCHITECT, STATE OF FLORIDA JAMES AR ANTWELL O 12079 PRIM DATE: 0 9 12 SCALE: 1/4)1=11-01) :3H�ET WX-)OF i LE(CIEND— DRAINACzF- PLANE (WRB LA)"ER #1, STUCCO WRAP) WRB L,4"r'ER #2 (FORTIFIBER - BUILDING P4PER) 1`1ET,4L LAT14 X X X X STUCCO .. .p x, .: . WooD SHEATHING ----� WOOD SHEATHING UUR5 LAYER #1, — THICK, 3 COAT CEMENT STUCCO WRAP WOOD SHEATHING PL,45TER 5ELF-,4DHESIVE FLASHING WRB LAVER 02, FORTIFIBER �' �� —' • SE,41,4NT METAL LAT�—I _—"" BUILDING PAPER :x � i WRB 1A�'ER 1*1, STUCCO WRAF METAL—ATP { a • °. '°. CT— WfR5 L4�'ER, II THICK, 3 CDAT r,,r=m NT I a A ° ., A •'° , x.: = • -- — PLASTERS. I I SU I LDI'NG PAPER *2 A.WINDOW FRAME WRB LAYERLAYER, FOfi�'TfFIBER E "S LF -ADHERING ? _ i " I METAL LATH FL,4SH INCA BU f LD f NCS PAPER (ExPLor�ED THICK, 3 CL CEMENT FOR E -Z BE,4D VINYL C,4SINC� VINYAL ANGLED VIEW C,45ING BEAD CLARITY) (Lu/Na" PVC 3,4CIG'ER 'OI» Z�/ DRIP CAP WRB LAYER °"l, WINDOW FLANGE STUCCO WRAF (0" SELF ADHESIVE FL46HING WDOD SHEATHING2 X FRAMING e MEMBER CASING BEAD Cab WINDOW (15C (FRAME, /BAND) Le WOOD 5�4EATH INCi y¢" GAP TYf= THICK, 3 COAT GEMENT G,45ING 5EAD PL,45TEiR METAL LAT1 4 6E,4LANT TO WINDOW METAL LATH WRB L,4""rER #1,1N WRB LAYER #1, STUCCO UJ%',4P WOOD HE ATH 5TUGCO WRAP WINDOW FRAME ~r" WOOD 5HE,4TH INCA WRB LAYER #2 , FORT IF f BER '� BUILDING PAPER WRB L,4 -T -ER #1, ; THICK, 3 COAT CEMENT ° PLASTER C,45ING BEAD T I L ER OVER PEEL 4 WRB LAYER 02, FORTIFIBER �R STICK 4 FORTIFY BUILDING PAPER I ...: I U I L=D f NCS P�4PER VIN''L ,ANGLED I - - C,45ING BE,4D ME�41� LATH ,..: E - Z BEAD VINYL C,4S INc-s �IIN'1'L CASING 3E,4D ~ (W/3/5" FLEX15LE PVC k ,4CKER RCT) ip l � =3COOT CEMENT WINDOW FLANGE .,' (EXFLODED �'' (0" WIDE PEEL 4 STICK VIEW FOR FLASTEiR 4RIT�I'� 2X FRAMING OVER FLANGE C L MEMBER :. *AFFL-Y FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING - WRAP CASING BEAD RAISED BAND(FRAME)EZ B WINDOW CASING 17 SCALE= 1 1/2 =1 -0 A R C H( T E C T$ Design Group ine. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUSDIV. & LOT: TUSCA PLACE LOT #X1411 PROJECT# 02108.008 MODEL: "2408" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA JAM CANTWELL F A NO 12079 PRINT DATE: 02/29 12 SCALE: 1/4"=1'-0" SMEET WA40�. � m w Lu D /�, D 1F z I41F�I cv �fi SUSDIV. & LOT: TUSCA PLACE LOT #X1411 PROJECT# 02108.008 MODEL: "2408" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA JAM CANTWELL F A NO 12079 PRINT DATE: 02/29 12 SCALE: 1/4"=1'-0" SMEET WA40�. CUT HOUSEWRAP AT 45° ANGLE MODIFIED "I" CU1 IN HOU5EWRAP LINE OF WINDOW OPENING APfi ROVI=D PC' OVER SHEATHIh WD STUD WALL INSTALL (o" SELL` -ADT FLASHING C NAILING FL JAMLS EXTEND FL 1" LELOW ; FLEXIPLE DO NOT 5' FIN p � JL JLC JL 1- _IPORARILY LD -UP # SEG USEWRAP (0 ;K FLAP UNC HEAD =OLD HOUSEU q AT JAMR5 ELOPE SILL 1 STALL b" ALF-ADHE .ASHING C GATED Al =AD 1=1-141 JITH END 41L ING FL xTEND ELF-ADHI 'ASHING ' BEYOND J LASHING a5TALL Mi :AP aJ JL JLC JL �--� ALIGN FLA5HING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. 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REPAIR SCHFME 6HOWN 6HALL 5E IMPLEMENTED AT ALL UJINDOW5 LUITH EVIDENCE OF WATER INTRUSION BELOUJ THE WINDOW OPENING 1(7 R C H I E C TS 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 Nww.a bdesi gn gr0 u P. c0m AA #: 0003325 S U193DIV. & LOT: TUSCA PLACE LOT #2011 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: WALL .ASSEMBLY DETAILS: WINDOW FLASHING ARCHITECT= STATE OF FLORIDA P INTO1TE.ALE: 7./4"=°-�„ SHEET WA5OF