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2153 Lili Petal Ct 11-235 (a)no 21 e 11 SII FOR: •wfwfw. cLf'f ibuf bvI2. Com CBC1 252212 I 5850 T. G. LEE BLVD. SUITE 600 ORLANDO, FL. 32822 Ts4 (407) 860-5200 Fax: (407) 850-5300 q TOTAL 2660 SQ. FT. REVISIONS REV. DATE DESIGN CRITERIA: 1 ABBREVIATIONS CONTROL DATE (NO SHEETS AFFECTED) 2 03/04/10 • STATE OF FLORIDA I PG -REMOVED LINEN CLOSET AT F0'r'ER PG 1A -ADDED 0I0T. DOUBLE LAV AT O. BATH PG CERTIFIEBU "BUILDING CONTRACTOR: -FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. ABOVE LAV. LUM, LAVATORY LUMINOUS 03/09/10 R. MACDONALD ELEVATION REVISIONS W/2009 SUPPLEMENT A/C ADJ. AIR CONDITIONING ADJUSTABLE M.C. MEDICINE CABINET -REMOVED GRID FROM LJINDOLJS, ID A5 "COMM. 510ECIFIC" PG • 2007' FTORIDA FIRE PREVENTION CODE ALT. AMP. ALTERNATE AMPERAGE MFR. MIN. MANUFACTURER MINIMUM PG D.R. NORTON HOMES • NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION BD. CL BOARD CENTERLINE M.T. MTD. METAL THRESHOLD MOUNTED 7A 5850 T.G. LEE BLVD. SUITE 600 *ALL LOCAL AND STATE CODES CAB. CLC. CABINET CEILING MIL. N.T.S. METAL NOT TO SCALE -REVISED UNDERSTAIR CL05ET DOOR TO OUT5WING ORLANDO, F L, 32822 C CLEAR CONCRETE O.C. PL CENTER PROPERTY LINE PRC. PG TEL: (4 0 7) 850-5200 CONC. CPT. CARPET TILE P.B. PH. PUSH BUTTON PHONE D5-MISC. FAX: (407) 850-5300 •OCCUPANCY — RESIDENTIAL, GROUP R3 C.T. D. DBL. CERAMIC DRYER DOUBLE PLT. PLYWD. PLATE PLYWOOD •CONSTRUCTION TYPE — VB D.G. DUAL GLAZED PR. P.T. PAIR PRESSURE TREATED z •MIN. INTERIOR FINISH — CLASS B DIA. DIM, DIAMETER DIMENSION R. RISER •BASIC WIND SPEED — 120 MPH (M/S) DISP. DISPOSAL .RAD• R.A.G. RADIUS RETURN AIR GRILL «1—STORY RESIDENCE — DP. DR. DEEP DOOR REF. REFRIGERATOR • STATE OF FLORIDA • 2—STORY RESIDENCE — MAX. HEIGHT AS PER AND STATE CODES D.S. DTL. DOWNSPOUT DETAIL RM. R.O. ROOM ROUGH OPENING LOCAL D.W. DISHWASHER S.C. SOLID CORE EXT DR PROFESSIONAL ARCHITECT: EA, EACH S.D. SMOKE DETECTOR SINGLE HUNG SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 Cn USED FOR DESIGN INCLUDE: ELEV. EQ. ELEVATION EQUAL S.H. SHT. SHEET JAMES CANTWELL *CONCRETE MASONRY RESILENTIAL EXI-I. EXHAUST SHTHG. SHEATHING AR NO. 12079 CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. F.G./FX . EXTERIOR FIXED GLASS SIM. SIM. SHOWER SIMILAR • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G. FUEL GAS SL. SL. GL. SLIDING SLIDING GLASS A.B. DESIGN GROUP, INC. FIN. FLR. FINISH FLOOR STD. SWS STANDARD SHEAR WALL S Q . F T . C AL C . S 1441NORTH RONALD REAGAN BLVD. FLUOR. FR. DR. FLUORESCENT FRENCH DOOR SECTION GLASS . LONGWOOD, FLORIDA 32"750 LIVING (15T.) 104-1 SQ. FT. FTG. FOOTING GAUGE TEMP. THK. TEMPERED THICK Tel: (4 0 "7) 774-6078 L1VINCS � 2ND .) 1152 5a. FT. GA. GAR. DISP. G.F.I. GARBAGE DISPOSAL GROUND -FAULT CIRCUIT T.O.C. T.O.P. TOP OF CURB TOP OF PLATE Fax: (4 0 7) 774-4078 GL. INTERRUPTER GLASS T.O.S. TYP. TOP OF SLAB TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED TOTAL LIVING 2199 5Q. FT. H.B. H.C. HOSE BTB HOLLOW CORE V.P. OTHERWISE VAPOR PROOF OR` 5Q. FT. HDR. HT HEADER HEIGHT W. W/ WD. WASHER WITH WOOD ii"T r4O INSUL. TNSUL. INT. INSULATION INTERIOR WDW. WINDOW GARAGE / 5Q. FT. W/H W.I. TER WATER HT IRON WROUGHT IRON TOTAL 2660 SQ. FT. REVISIONS REV. DATE DESCRIPTION 1 03/01/10 CONTROL DATE (NO SHEETS AFFECTED) 2 03/04/10 RYAN MACDONALD REVISIONS GENERAL NOTES PG -REMOVED LINEN CLOSET AT F0'r'ER PG 1A -ADDED 0I0T. DOUBLE LAV AT O. BATH PG 1B- -5LJITCHED L Z. 4 LINEN CL05ET LOCATIONS AT PG 1B.1- O. BATH 4 ENLARGED 5HOLER 3 03/09/10 R. MACDONALD ELEVATION REVISIONS PG 1C -REVI5ED ELEVATION C 4 D TO 8'-8" BRG. HGT. PG 2- -REMOVED GRID FROM LJINDOLJS, ID A5 "COMM. 510ECIFIC" PG 3- -REVISED SCORED 5AND5 TO READ AS STUCCO, ID AS "COMM. SPECIFIC' PG 4A -jRFvI5ED WINDOL HEIGHT TO -I'-4" A.F.F. PG 04/21/10 R. MAGDONALD REVISION PG 6A -MOVED A/C CHA5E ON FOUNDATION PLAN TO 6" UJALL PG 7A BETWEEN DINING ROOM 4 KITCHEN PG 05/06/10 R. MACDONALD REVISION PG 9 -SECOND -REVISED UNDERSTAIR CL05ET DOOR TO OUT5WING PG 05/19/10 R. MACDONALD ELEC. 4 ELEVATION REVI510N5 PG D2-MISC. -ADDED OUTLET FOR IRRIGATION IN GARAGE PG D3 -ALL STONE RETURNS TO BE 2' OR ENTIRE LENGTH IF LESS THAN 4' SANFORD OUIL.DING DEPT. Y Nc�rloN+�� THE PLANS ARE tR>~ViEW1:0 AND CO ca FaR PSRnnIT. A PERM{T �5su>=D sIls►L4. AC.CEPTT BE A t_ICENSE TO PROCEED 1Nf1'H OT AS AUTHORITY 1O VIOLATE, CONSTRUEa TQ OF THE TWE WaM^rK ANC) N OR SI- ANTE ANY SHALL e Y'l IC t Frp ,CAL CaO -S, OR ALTER, N CANCEL T THE gUiLD{NG PRCiVlfalt hl r C� w,Iwf2MIT PREV1 N CORREC' r{Edl11RIN0 !�TRUCTITN h R'� M� ,V CaN Phil: Ri .ACda, tmCiN" 1'I N �F C toner . VJOLA`I'K)"" OR {, 14i F A R C H I T E C T S Design Group �n�. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750'- PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w INDEX OF DRAWINGS SHEET # DESCRIPTION PG C1 -COVER PAGE PG GN- GENERAL NOTES PG 1 -FOUNDATION PLAN PG 1A -DOWEL PLAN PG 1B- LINTEL SCHEDULE (CAST -CRETE) PG 1B.1- LINTEL SCHEDULE (WEKIWA) PG 1B.2- LINTEL SCHEDULE (PRO -CRETE) PG 1C -WIND LOAD CALCULATIONS PG 2- FIRST FLOOR PLAN PG 3- SECOND FLOOR PLAN PG 4A -ELEVATION "A" FRONT & REAR PG 5A -ELEVATION "A" LEFT & RIGHT PG 6A -FRAMING PLAN ELEVATION "A" PG 7A -ROOF FRAMING PLAN ELEVATION "A" PG 8 -FIRST FLOOR ELECTRICAL PLAN PG 9 -SECOND FLOOR ELECTRICAL PLAN PG D1 -FOUNDATION DETAILS PG D2-MISC. DETAILS PG D3 -1 -STORY WALL SECTIONS PG D4-MISC. DETAILS PG D5-MISC. DETAILS F A R C H I T E C T S Design Group �n�. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750'- PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w � z z `4z z O cp ki k — Cn 8U33301'V. & LOT: TUSCA PLACE NORTH LOT #1024 PROJECT# 1'703.00 MODEL: „2199, GARAGE ST'IN'G: RIGHT PAGE: COVER PAGE ARCHITECT: STATE OF FLORIDA 6 16•;0 D E: 10 25 10 SCALE: 1/4"=1'-0" 0 SHEET C1 OPl6 - GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF)_ I. SLEEPING ROOMS 30 II. ATTICS WI STORAGE 20 III. ATTICS WIOUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION 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 ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 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'/ -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 '/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE %". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER, 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED W. 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. CONTRACTORIOWNER 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 530.11 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 Fm =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 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/4 INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" 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: 21 1 I. #5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 3/4" I. #11 AND SMALLER D. BEAMS, COLUMNS: 1,/2, I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 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: L 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 02 (MIN.) STRESS GRADE LUMBER, UNO. Fb =1,500 PSI Fv =175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. ALL BE APA RATED 518" OSB EXPOSURE -1 OR 112" CDX PLYWOOD. 112" CDX 9, FOR CEMENTITIOUS TILE ROOFS, SHEATHING SH SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7116" 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 L1360, DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO LI240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM'/" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 3/8" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, %" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR 311.2. R C H I T E C T S Desir'- Group 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 - www.abdesigngroup.com AA #: 0003325 h w w v w o � o z a U h 61 A � m SUBDIV- & IAT: TUSCA PLACE NORTH LOT #1024 PROJECT# 1`03.00 MODEL: "2199" GARAGE STIMG: RIGHT PAGE: GENERAL NOTES ARCHITECT: STATE OF FLORIDA 6 2ei!O PRINT DATE: 10/25/10 SCALE: 1/4"=1'-0" SHEET 1C N OFl 6 �...II 24"X24"X12" CONIC. PAD W/3 -*5 5AR5 E.W. (ON CHAIR) MIN. 3" — — — — COYER 1�1_QII 101-011 131-411 (2 TYP.) V I 41/2 *" rilW 4 4 " D1 � �-GONC � D1 cc) SLAB -31/2111 4 O 1 D1 1 SLA5 111/2" 1311_111 ;1-211 15'-911 NJ OPT. COV. PATIO 24"X24 "X12 " CONC. PAD W/3-05 BARS E.W. (ON CHAIR) MIN. 3" COYER 14'-011 -4 1/211 - � 4 I U1 D I 4 o p1 411 1 r sONC I � 34'-011 12'-2" -1'-0" 14' -loll 131-111 5'-211 151_GII D1 O -3 1/2' 40 r4 J 61 D1 � CON(. D1 SLAB I _ EXTEND 13 10 SLAB 1 1/2 ° 13 D1 D1 � D1 4 CONIC. REINFORCED r W/6 "X6" WIA X W1.4 WWM ■ I OR F15ERMESH ON 6 -MIL. 13 ' VAPOR BARRIER ON p1 WELL -COMPACTED CLEAN TERMITE \ I TREATED FILL OR 411 f=vC APPROVED SUBSTITUTE, m ;GOND I C A5E (RECRUIT TT SYSTEM) Q 0-11N H5 13 4'-1011 wuz 0 I _I w> Cj 24"x24°X12" u _ FIN. CONIC. SLAB X — I GONG. PAD �(a)�- DW w � ) U A_ W/3 -*S EARS V ■ 1 m E.W. ON 24"X24"X12" GONG. CHAIRS MIN. PAD UJ/3-05 BARS 0 I 31.411 3" COVER E.W. ON CHAIRS 6'-4" 14'-l0" MIN. 3" COYER 19'-2" 25 T-0' 181-011 I 4'-2" D1 4'_0" 191_611 �.n 1 5 RANGE EXTEND 7�i REFSLAB 1 I/2"- �f � 24"X24"X12" 25 CONC. PAD D1 I L4J N W/3 -*5 BARS 1 E.W. ON 6 - 5 1/211 CHAIRS MIN. I D1 - 3" (DYER ■ 101_611 41.211 12' -rte" T 13 = D1 I LAY. (` 2'-3~. � W U 12'-511 21-411- 21-311 -42'-311 I e v H5 I 12'-411 m Z D1 D1 �v- ■ 4 24"44"xl2" CONC. FTG. W/3 05 RE5AR EA. WAY ON CHAIRS MIN. 3" COYER (1 TVP.) ■ _..l ■ ■ I EXTEND l SLA5 1 1/2" ---- -- ---- C®VERED PATS® 4" *3 1/2'1 � 4CONIC. A- DD1 SLA5 0 -41/2" ■ LL 41-011 ,2'-011 ■ W I■ 24"X24"X12" CONC. PAD W/3 -S BARS E.W. ON CHAIRS MIN. 3" COYER —E ■ 8 � pl � 11 p, ■ ■ 16-011 /21-01.1 201-011 S// Fuo"UNDATION PLAN 0 u- 0 w O 0 A R C H I T E C T S Desi A Grouo nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bd es igngrou p. com AA #: 0003325Cal _ w w w w '5 d 4 4 0. AOC o 0 O 0 8 SX;3BDrV. & LOT: TUSCA PLACE NORTH LOT #1024 PROJECT# 1'703.00 MODEL.: 2190,' GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN ARCHITECT: __. ITE: 10 /25 /10 WCALE: 1/4"=I' -O" SHEET OFT N. RONALD REAGAN B -ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 Fww.abdesigngroup.con AA #: 0003325 321-411 CJ GJ W 21'-311 _ ■ ■ ■ NJ ■ ■ ■ ■ I 8 w c� I 0 N ■ Q 1 i - N m c� 0 r m _ ■ c� I U �] Z 0 m q U c� I m h 0 m N � 8 m N ■■ ■■ - Xz0 I I m I I v 18'-4° DOWEL P N. RONALD REAGAN B -ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 Fww.abdesigngroup.con AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE NORTH LOT #1024 PROJECT# 1703.00 MODEL: „2199„ GARAGE 3 WING: RIGHT PAGE: DOWEL P LAN _. L mm=0000 ARCHITECT: STATE OF FLORIDA i JAM CA TWELL NO 12079 CS RAV-. 10/25/10 SC AT :1/4"—V_01” �3HEET 1A OFl � W _ v w w Q o � 0 _ U �] Z 0 q U h 0 A � m E SUBDIV. & LOT: TUSCA PLACE NORTH LOT #1024 PROJECT# 1703.00 MODEL: „2199„ GARAGE 3 WING: RIGHT PAGE: DOWEL P LAN _. L mm=0000 ARCHITECT: STATE OF FLORIDA i JAM CA TWELL NO 12079 CS RAV-. 10/25/10 SC AT :1/4"—V_01” �3HEET 1A OFl � R C H I T E C T S e/Desn GrouPinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325— > 003325— SUBDIV. & LOT:— TUSCA PLACE NORTH LOT #1024 PROJECT# 1703.00 MODEL: 2199" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (CAST—CRETE) ARCHITECT: STATE OF FLORIDA d,T a ztE u i JAM S CANTWELL NO 12079 Id PRINT DATE: 10 2 5/10 SCALE: 1/4"=1'-0" SHEET �� OFI } W W Q Lu ~ � 0 0 O W 0 8 8 m m m cv fi SUBDIV. & LOT:— TUSCA PLACE NORTH LOT #1024 PROJECT# 1703.00 MODEL: 2199" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (CAST—CRETE) ARCHITECT: STATE OF FLORIDA d,T a ztE u i JAM S CANTWELL NO 12079 Id PRINT DATE: 10 2 5/10 SCALE: 1/4"=1'-0" SHEET �� OFI N UJ B f UJA CONCiRETE f=1R0DIJC:T5, INC. P.O. 5OX 219 MLLU)OOD, FL 32198 (401) 886-2511 1-800-654-5139 FAX 401-88('0-01215 LINTEL NO. LENGTH TYI=E L-1 5'-10" 8/22 -5 -ILIAL L-2 3'-6" 8/16-5-IU/0L L-3 11'-4" 8/24-5-IU/1L L-4 4'-6" 0/16-5-11J/0L L-5 4'-6" 8/16 -6 -1U/01 - L -6 6'-6" 8/24-8-IU/IL L-1 4'-6" 8/16-8-IU/0L L-8 4'-6" 8/16-5-1U/0L L-13 4'-6" 8/16-5-1U/01- C WEKIWA LINTEL SCHEDUIA 8" LINTEL UIJLIo I INt1=1 SAFE UPLIFT LOADS (PLF) I we^9 th Type Procast 3140' Procast 4'-0' Precast 4'-6' Precast 4-8' Precast W-4' Precast 5'-10' Precast 6'4' Precaet 1'.6' Precast T.O. Precast V-0' Precast 6'-4' Precast 9'-4' Precast 107-6' Proust II' -4' Precast 12'-0' Precast 12'-6' Precast 13'-4' Precast 14'-0' Precast 14-6' Prostresl 15'-4' Prostres 11'-4' Prestress 19'-4' Prestres 20'-0' Prestress 21'-4' Prestree 221-0' Prestres 24'-0' Preetree N.R. ■ Not Rw4mw 1'9" 1INTFI GRAVITY R" IINTFL GRAVITY LINTEL LINTEL SAFE LATERAL LOADS IPLF) SAFE GRAVITY LOADS (PLF) T9_ SAFE GR FILLED t0 L wast 8" 8/e-6-0 8/12 -8 -mL 8/ib-8-0L 6/20-8-0L 8/24 -S -0L /26-8-m 6/32 -S -0L LENT TYPE PLAIN 8/8 -5 -IL 8/12 -6 -IL 8/16 -S -1L 8/20 -5 -IL 8/24-8-1L 8/28 -8 -IL 8/32-6-1L Pretest 850 1600 9 I 00 I 1 100 I 1 0 2'-10' PRECAST 6021 8491 10000 10000 10000 10000 10000 100W Freest 430 4011 9339 10000 10000 10000 10000 10000 3'-6' PRECAST 2603 4011 10000 10000 10000 10000 10000 10000 FRsrast 215 550 2921 6133 9515 10000 10000 10000 10000 4'-0' PRECAST 1821 2921 1 3 10000 10000 10000 1000 10000 Prmstrmssmd 110 390 2214 5018 1119 9284 10000 10000 10000 4'-6' PRECAST 1398 2214 5412 10000 10000 10000 10000 10000 eetimsed I235 2111 4660 6588 8520 10000 10000 10000 4'-8' PRECASt 1298 2111 4902 10000 10000 10000 10000 10000 1651 3409 4823 6239 1658 9011 10000 5'-4' PRECAST 100b 1651 3556 6431 10000 10000 10000 10000 1461 3001 5111 8888 10000 10000 10000 5'-10' P'1GA8t 848 1461 3001 5111 8888 10000 10000 10000 1232 2 334 250 1 000 6'-6" 1°1�CA8T 110 1232 2440 3934 6250 10000 10000 10000 1001 MID 2942 4346 6461 10000 10000 1-6' PRECAST 562 10 01 1916 2b42 4346 6461 00 1 000 915 1849 2819 4131 6010 9245 10000 T-8' PRECAST 544 915 1849 2819 4131 60'10 9245 10000 916 1124 2602 3151 5030 19$8 10000 8'-0' PRECAST 511 91b 1124 2602 3151 5405 1958 10000 864 1615 2415 3444 4866 6983 10000 8'-4' PRECAST 482 864 1615 2415 3444 4810 69133 10000 141 1361 1991 2168 3169 5124 1061 9'-4' PRECAST 411 141 1361 1991 2168 3169 5124 1061 636 1146 1649 2231 2962 3883 5094 10'-6' PRECAST 349 636 1146 1649 2231 2962 3883 5094 14 1028 14b5 1964 2566 3305 4239 II' -4' F'REGABT 315 514 1028 1465 1964 2566 3305 4239 533 %0 1343 1189 2316 2951 3134 12'-®' PRECAST 292 539 950 1343 1189 2316 1 2951 3134 5 9 1264 161 215 2 342 12'-6" PRECAST 505 898 1264 1616 2151 2130 3426 464 822 1151 1515 1935 2425 3010 13'-4' PRECAST 464 822 1151 1515 1935 2425 3010 436 169 1013 1406 1166 2225 2141 14'-0' PRECAST 436 169 1013 1406 1186 2225 2141 FN.Ft NA N R N.R. N R N.R N 14'-8" PRESTRESSEDN. 480 811 1234 1421 1119 2188 2662 NR N.R.N NR N.R.N. R. 15'-4" PRESTRE88EDN 454 165 1160 1331 1660 2032 2459 NX N 1111 13 NX 11'-4' PRESTRESSEDN. 369 652 982 1111 1319 1611 15 1991 N.R. NRR N.R N.R. N.R. N.R. N.R. 19'-4' —STRESSED NR 339 561 849 960 1111 1415 1616 N.R. N.R. N.R N.R. N.R N.R. N.R. 20'-0' P 87RESSE D N R 325 543 812 911 1122 1345 1590 N.R N.R. N N.R. N.R. NR N.R. 21'-4' PRESTRESSED N.R. 295 500 146 840 1024 1224 1441 NN N. NR N. N.R 22'-0' PRESTRESSED N.R 26 1 26 481 111 806 981 1111 1316 N. NR NR N.R N.AII 24'-0' PRESTRESSED 11 N.R.NR N.R. - Not Recommenolea NR - Not Rsw mwsded R"I ATFRAI TABLE LINTEL SAFE LATERAL LOADS IPLF) L T9_ SAFE GR FILLED 2'.10" wast 900 (2)#4 31.6' Precast 1900 2550 4'0 Racist 11010 914" To 1714" 2100 4'-b' Precast 900 1150 4-B' Pretest 850 1600 5'-4' Pretest 110 1400 5'-10' Pretest 625 000 6'-6' Precast 540 1080 T.b. Preeast 440 890 1'-8' Freest 430 W-0' Precast 410 820 8'_4' Reoast 390 180 9'-4' Precast 640 6 104' Precast 550 bw II' -4', FRsrast 215 550 12'4' Rerast 255 510 12'4' Protest 245 490 13'-4' Precast 270 460 ®®mmff1♦11w,777' Recast 400 800 14-W Prmstrmssmd 110 390 15'4 Prestressed 166 310 6i Prestressed 145 320 ' ReetraMsed 130 280 2010 tr ed � ��IFI7•t'"f'��0111111111175t�111111111F"77=mormill eetimsed I235 22'-0" 11225 244' trmumd Im 200 NR - Not Recommended ®®® i1��iF11•'i��'"Z'• NEFTr= 1_�� ® ®� � �_�� x'31• NR - Not Rsw mwsded R"I ATFRAI TABLE LINTEL REINFORCEMENT SCHEDULE LINTEL LENGTH ::;;•:;•::•::•: ... •............................. REINFORCEMENT: :iiiii:•:::•i i:5:•i::ii6:c:i :iiiiiiP:•i: LINTEL SAFE LATERAL LOADS IPLF) L T9_ gg ��gg pLpIN FILLED 2'.10" wast 900 (2)#4 31.6' Precast 1900 2550 4'0 Racist 11010 914" To 1714" 2100 4'-b' Precast 900 1150 4-B' Pretest 850 1600 5'-4' Pretest 110 1400 5'-10' Pretest 625 000 6'-6' Precast 540 1080 T.b. Preeast 440 890 1'-8' Freest 430 W-0' Precast 410 820 8'_4' Reoast 390 180 9'-4' Precast 640 6 104' Precast 550 bw II' -4', FRsrast 215 550 12'4' Rerast 255 510 12'4' Protest 245 490 13'-4' Precast 270 460 ' Recast 400 800 14-W Prmstrmssmd 110 390 15'4 Prestressed 166 310 6i Prestressed 145 320 ' ReetraMsed 130 280 2010 tr ed � ��IFI7•t'"f'��0111111111175t�111111111F"77=mormill eetimsed I235 22'-0" 11225 244' trmumd Im 200 NR - Not Recommended LINTEL REINFORCEMENT SCHEDULE LINTEL LENGTH ::;;•:;•::•::•: ... •............................. REINFORCEMENT: :iiiii:•:::•i i:5:•i::ii6:c:i :iiiiiiP:•i: ;:4:81NCHii:i .::;•:i•i:i :•12INCH• :>:;•:;;•:iii;"A7 REINFORCENENiiii:ii::cti:: "B" REINFORCEMENT 2'-1 r0 64' 2'40" r0 5'-8 2 #3 NNE 5'-10" TO 8'-8" 5'-10" To 8'-8" (2)#4 NONE 7'$" TO 8'-4' 1'-8" r0 8'-4" #5 NONE B 4" TO 141-7 914" To 1714" 2 #5 00. 14'-8" TO 164" 1350 2 7119' PRESTRESSED 2 #3 1/32' STIRRUPS AT 4'-0' ee 1240 7116 PRESTRESSED #4 F17TD'4' 19'4" 22'-8" 950 2 7118' PRESTRESSED pm FtEFERTO LINT tL SlGRON FUR MNPUK6W-- I-- (1) 45 ce was 8" RECESS DOOR HEADER I ATr*ReI TARI F RECESS DOOR HEADER (1)'5 CONTNUOUS 1 88 x*'' ISLOCK m N 34' Precast IKCNpONCI�COUT lC4CEp N FIELD) 11115 .0 ��_� TONCI'LTESPL - 11-K� T4' op gN4NCs�T - "tom■ precast 4W r"11dJ 4'-4' Precast (IOONNAALINU0118 1350 4-B' Precast 1/32' STIRRUPS AT 4'-0' ee 1240 3200 Preset 320 950 ^IN Prwaet 'A' SARS (MAIN WINP.) 160 7250 Precast SEE SCHEDULE 8" RECESS DOOR HEADER I ATr*ReI TARI F RECESS DOOR HEADER SAFE LATERAL LOADS (PLF) (Total s^9 4=11:14 m B' 1�L NED 34' Precast 590 11115 .0 ��_� 701500 - "tom■ precast 4W w 4'-4' Precast 165 1350 4-B' Precast 415 1240 3200 Preset 320 950 2580 Prwaet 250 160 7250 Precast 200 640 9'4 Precast 160 490 1650 1' 8' �W 800 ' Precast ISO 1530 8'4 Racist 120 1450 9'4 Precast 640 1210 104' mwaat 550 910 Tim NOW -u'7111111111111 1111111111111-74 1��01111111171"' "71m� 510 1000 12'-0' Freest 480 950 ®® Precast 460 �� Lh1-�MY SOL 771M 430 850 ONFrrM1- Preoaet 400 800 14-8' Precast 380 '160 15'4 Precast 350 130 6i Precast 320 630 NR - Not RWAXMWsded 151•1111111111917^� ENWFT'• � ��IFI7•t'"f'��0111111111175t�111111111F"77=mormill Er ��iI4��I��1•iT'!�'T�ii!5��*1• E71��?'1•�%'T"1•�i�'��1•iLF'�il''*� 111111MI1'�1T�� i1��iF11•'i��'"Z'• ®®illion .mmas"I7•..m*'•ommmmak-P 8" RECESS DOOR HEADER I ATr*ReI TARI F RECESS DOOR HEADER SAFE LATERAL LOADS (PLF) (Total s^9 Tis e' RECESSED F"LAIN B' 1�L NED 34' Precast 590 11115 .0 Precast 701500 - 4'.2' precast 4W w 4'-4' Precast 165 1350 4-B' Precast 415 1240 3200 Preset 320 950 2580 Prwaet 250 160 7250 Precast 200 640 9'4 Precast 160 490 12" RECESS DOOR HEADER IATFRAL TABLE RECESS DOOR HEADER SAFE LATERAL LOADS (PLF) Total12' Length T 9 R$fESSED PLAN 12' RECENED FILLED 3'-W Recast 2025 3210 41.0' Precast 1 Precast 2860 4'.2' Promast 1650 2690 4'-4' Precast Precast 2.540 3450 Precast 1420 2290 3200 Precast 1080 1150 2580 Precast 815 1425 7250 Recast 130 1000 9350 Recast 550 900 12" LATERAL TABLE (1) r6 CONTINUOUS U 05 CONTINUOUS 3000 1=8I CONC. FILL- (CONCRETE ILL 1441 N. RONALD REAGANBLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 LINTEL SAFE LATERAL LOADS (PLF) L ota T � IF'lAM '� FILLED y.10' wast 350® 6900 � 0 Precast 7400 4115 4'-0' Prwast 1950 3880 4'-6' Precast 1650 3450 4.B" Precast we 3200 5'-4' Precast 132 2580 5'40' Prwaet 1160 7250 J 8 NTWELL Precast 1000 9350 1/32' STIRRUPS a 4'-0' C/C y- I �� Precast 820 1650 1' 8' Preset 800 ' Precast ISO 1530 8'4 Racist 120 1450 9'4 Precast 640 1210 104' mwaat 550 910 11'4' Precast 510 1000 12'-0' Freest 480 950 12'.6' Precast 460 Sly 1314 Precast 430 850 Preoaet 400 800 14-8' Precast 380 '160 15'4 Precast 350 130 6i Precast 320 630 NR - Not RWAXMWsded (1) r6 CONTINUOUS U 05 CONTINUOUS 3000 1=8I CONC. FILL- (CONCRETE ILL 1441 N. RONALD REAGANBLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT:_ TUSCA PLACE NORTH LOT #1024 PROJECT# 1"703.00 MODEL: "2199" GARAGE SWING: RIGHT y PAGE: LINTEL SCHEDULE (WEKIWA)- (CONCRETE PLACED IN MELD)ICCNCMI PLACED IN FIELD) TOP LECs MARS: L5C: U TO F4'500 LENCsTH8 I" TOP LEGSARS: T2 "1 '1? r c u,st'o • my L.Ewm-r +* � ARCHITECT _ 1/32 STIRRUPS e 4 -0 C/C - W rSTATE (l) 05 CONTINUOUS (1) s5 CONTINUOUS — (OPTIONAL) tAw � 0 (OPTIONAL.) ^ 'A" SARK (MAIN REINF.)r A,_FRqIPgf REIw.) SEE 5CHEPUL4 _ -1N 8EE SCHEDULE N 1/32' STIRRUPS 'S' BARB - 8EE SCHEDULE UPS AT 4'-0' cc 2s 4 I2 �//�q.yy.� ,n Mur "v V IPL M 8 TYPICAL LINTEL 8"X8" SECTION TYPICAL LINTEL 8"X8" RECESSED SECTION PTIONAL "5T R : J 8 NTWELL T 8 ¢LppE AB LEG LTO 141 LENrrTHS NO 12079 1/32' STIRRUPS a 4'-0' C/C y- I �� W W 1L1 N� 5: U>1 TE: 10/25/10) - ^I� [ 8EE BC $ - SE P'LAIN OR SOLIp LINTEL 'S" SARK -SEs: SGWEDULE F ALE 1/491=1$-0" SHEET 4 4 C B�1 (U — � — #11/#1 ) Q Q q 0 a e 6i Er SUBDIV. & LOT:_ TUSCA PLACE NORTH LOT #1024 PROJECT# 1"703.00 MODEL: "2199" GARAGE SWING: RIGHT y PAGE: LINTEL SCHEDULE (WEKIWA)- (CONCRETE PLACED IN MELD)ICCNCMI PLACED IN FIELD) TOP LECs MARS: L5C: U TO F4'500 LENCsTH8 I" TOP LEGSARS: T2 "1 '1? r c u,st'o • my L.Ewm-r +* � ARCHITECT _ 1/32 STIRRUPS e 4 -0 C/C - OF FLORIDA rSTATE (l) 05 CONTINUOUS (1) s5 CONTINUOUS — (OPTIONAL) tAw (OPTIONAL.) ^ 'A" SARK (MAIN REINF.)r A,_FRqIPgf REIw.) SEE 5CHEPUL4 -1N 8EE SCHEDULE N 1/32' STIRRUPS 'S' BARB - 8EE SCHEDULE UPS AT 4'-0' cc 2s 4 I2 �//�q.yy.� ,n Mur "v V IPL M 8 TYPICAL LINTEL 8"X8" SECTION TYPICAL LINTEL 8"X8" RECESSED SECTION PTIONAL "5T R : J 8 NTWELL T 8 ¢LppE AB LEG LTO 141 LENrrTHS NO 12079 1/32' STIRRUPS a 4'-0' C/C y- I �� FaTIONAL e58 �� ^its tll.. TE: 10/25/10) 'A' PARS (MAIN REINF.) NOMINAL WIDTH/HEI&4T OF LINTEL ^I� [ 8EE BC $ - SE P'LAIN OR SOLIp LINTEL 'S" SARK -SEs: SGWEDULE F ALE 1/491=1$-0" SHEET 4 4 C B�1 (U — � — #11/#1 ) 18 118, LNG. OF ADDITIONAL S'BARS IN UPPER . 0 3�1 TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 12"XB" SECTION OR LOWER UNTI=L CAVITY D I Des0 ign Grouprinc. N. RONALD REAGAN B _ONGW00D, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ww.abdesigngroup.con AA M 0003325 N S, R C H I T E C T T F:9 S TNirH LINTEL GRAVITY f -A D I Des0 ign Grouprinc. N. RONALD REAGAN B _ONGW00D, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ww.abdesigngroup.con AA M 0003325 S V Dlv. ac Lon. i• TUSCA PLACE NORTH LOT #1024 PROJECT# 1"703.00 MODEL: „2109" GARAGE STfMG: RIGHT PACE: LINTEL SCHEDULE (PRO -CRETE) ARCHITECT: TE OF FLO IDA G a; 1 , 111., IL.v/ a : 10/25/10 SCALE: 1/4"=1'-0" SHEET IB. 2 o3 PI N W —} � Q � Q � 0 0 0 v W Z a Q a 4 � 8 8 cel c+l cc1 E4 m S V Dlv. ac Lon. i• TUSCA PLACE NORTH LOT #1024 PROJECT# 1"703.00 MODEL: „2109" GARAGE STfMG: RIGHT PACE: LINTEL SCHEDULE (PRO -CRETE) ARCHITECT: TE OF FLO IDA G a; 1 , 111., IL.v/ a : 10/25/10 SCALE: 1/4"=1'-0" SHEET IB. 2 o3 PI O �o 1� 3050 - SH EGRESS 0 o 0 0 °J 0. BATH 0 OWNER'S SUITE S 3050 -SH EGRE 55 BEDROOM # L--JL--J LAUN.LE 00 TH #2 W.I.C. I __ BEDROOM # -1 COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOIARE FOR 3 SECOND GUSTS FFSOOOL K E TAGE WINDOW SIZE AND TYPE ZONE 110 MPH WIND REMARKS 120 MPH WIND w 1 3068 W/ 14" SL 424.0/ 20.1/ -23.2 -21.9014-SH >z 8 TEMP. 4 21.8/ -23.6 25.9/ -28.1 3 112 1&'-0'x7'-0" GARAGE DOOR 5 15.3/ -20.5 BUILDING CODE, 2001 ALLOWS THE PRESSURES TO BE AVERAGED WHEN 21.8/ -24.4 4 11 25-SH4 THE OPENING IS PARTIALLY LOCATED IN BOTH ZONE 4 AND ZONE 5 21.1/ -22.9 25.1/ -21.3 5 11 25-81421.1/ 4 -22.9 25.1/ 6 40 59468 S.G.D. 4 19.9/ w 23.1/ -25.9 1 11 25-SH21.2/ 5 -23.0 25.2/ -21.4 g 11 25-SH21.2/ 5 -23.0 25.2/ -21.4 C3 11 25-SH4 21.1/ -22.9 25.1/ -21.3 lm 11 3050-5H 5 21.2/ -23.0 25.2/ -21.4 11 11 3050 -SH EGRESS 4 21.1/ -22.9 25.1/ -21.3 12 11 3050 -SN EGRESS 4 21.1/ -22.9 25.1/ -21.3 13 11 3050 -SH EGRESS 4 21.1/ -22.9 25.1/ -21.3 14 11 3050 -SH EGRESS 5 21.2/ -23.0 25.2/ -21.4 15 11 3050 -SH EGRESS 4 21.1/ -22.9 25.1/ -21.3 16 11 3050-514 EGRESS 4 21.1/ -22.9 25.1/ -27.3 11 11 3050 -SH 4 21.1/ -22.9 25.1/ -21.3 WINDLOAD CALCULATIO-- ZONE 4 p=+21.5/-24.0 PERCENTAGE OF AREA WITHIN ZONE 4: A4=11.33=16=0.71fe PERCENTAGE OF AREA WITHIN ZONE 5: A5=4.66=16=0.29 ft` AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21:8 (0.9) + 21.8 (0.10) = 19.62 d- 2.18 = 21.8 psf AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: p = -24.0 (0.71) + - 26.55(0.29) _ -17.05 + (-7.7) _ -24.75 psf. AVERAGE GARAGE DOOR PRESSURE: p=21.8/-24.8 A R C H I T E C T S /I�1► Desi n ro u Inc. 1441 N. RONALD REAGAN BL% LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h 3050 -SH 3050 -SH 3050 -SH 3050 -SH w EGRESS EGRESS EGRESS I1 >z 13 WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA W BUILDING CODE, 2001 ALLOWS THE PRESSURES TO BE AVERAGED WHEN THE OPENING IS PARTIALLY LOCATED IN BOTH ZONE 4 AND ZONE 5 WIND PRESSURES ARE BASED ON WIND SPEED=12OMPH. (3 SECOND GUST) IMPORTANCE FACTOR --1.0 EXPOSURE CATEGORY=8 w w MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED BUILDING 2'-4 � Q ZONE 5 p = +21.8 / 0 WINDLOAD CALCULATIO-- ZONE 4 p=+21.5/-24.0 PERCENTAGE OF AREA WITHIN ZONE 4: A4=11.33=16=0.71fe PERCENTAGE OF AREA WITHIN ZONE 5: A5=4.66=16=0.29 ft` AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21:8 (0.9) + 21.8 (0.10) = 19.62 d- 2.18 = 21.8 psf AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: p = -24.0 (0.71) + - 26.55(0.29) _ -17.05 + (-7.7) _ -24.75 psf. AVERAGE GARAGE DOOR PRESSURE: p=21.8/-24.8 A R C H I T E C T S /I�1► Desi n ro u Inc. 1441 N. RONALD REAGAN BL% LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w W w w � Q 0 � J E� A 0 h a A I a z SUBDIV. & LOT: TUSCA PLACE NORTH LOT #1024 PROJECT# 1703.00 MODEL: „2190" GARAGE: SWING: RIGHT PACE: WIND LO AD CALCULATIONS ARCHITECT - STATE OF FLO IDA re n 6 2'lr JA S CAN1WELL NO 12079 PRINT DATE: 10/25/10 SCALE: 1/4"=1'-0" SHEET � c or MODEL SPECIFICATIONS - GARAGE DRYWALL TO 5E TAPED, UNPAINTED, UNFINSHED - WINDOW SILLS TO 5E OPTIONAL MASTER AND SECONDARY 5ATH TO RECEIVE 36" MIRROR - VANITY MIRRORS TO 5E RAISED OFF 5 ACKSPLASH - ALL DOORS ARE 6'-8" HIGH UNLESS NOTED OTHERWISE. - ALL TU5 FIXTURES TO 5E WALL EXTERIOR MASONRY WALL 5RG. HEIGHTS LOAD 5RG. WALL 3-1/2 N -h )//- 2 ELEC. OUTLET PER ELEC. CODE 1 DSL. PL ATE '�I 1� 7 BAil-Zo DETAIL I COV. PATIO I 101-0"x8'-011 I e 8'-8" I I 5068 5.G.D. COVERED PATIO 14'-011 1VI --------------- 4x4 4x4 I POST POST I I II COVERED PATIO 1 14'-0"X12'-0" ( N a'- a" CLG. III II1111101 171 11 3 COVERED PATIO PATIO S Q . FT. C ALC . ' S 1 -1,-o,, 01' X 5' - 0'1 LIVING (IST.) LIVING (2ND.) 1041 1152 SQ. FT. SQ. FT. TOTAL LIVING PORCH GARAGE 2189 56 405 SQ. FT. SQ. FT. SQ. FT. 25 -DN 5068 SG.D. I TOTAL PAT 10 OPT. COV. PATIO OPT. COV. PATIO 2660 35 80 168 SQ. FT. SQ. FT. 5Q. FT. SQ. FT. MODEL SPECIFICATIONS - GARAGE DRYWALL TO 5E TAPED, UNPAINTED, UNFINSHED - WINDOW SILLS TO 5E OPTIONAL MASTER AND SECONDARY 5ATH TO RECEIVE 36" MIRROR - VANITY MIRRORS TO 5E RAISED OFF 5 ACKSPLASH - ALL DOORS ARE 6'-8" HIGH UNLESS NOTED OTHERWISE. - ALL TU5 FIXTURES TO 5E WALL EXTERIOR MASONRY WALL 5RG. HEIGHTS LOAD 5RG. WALL 3-1/2 N -h )//- 2 ELEC. OUTLET PER ELEC. CODE 1 DSL. PL ATE '�I 1� 7 BAil-Zo DETAIL I COV. PATIO I 101-0"x8'-011 I e 8'-8" I I 5068 5.G.D. COVERED PATIO 14'-011 1VI --------------- 4x4 4x4 I POST POST I I II COVERED PATIO 1 14'-0"X12'-0" ( N a'- a" CLG. III II1111101 171 11 3 COVERED PATIO 51- 111 5'-�II '- 0 161-011 _�II 14'-011 K/ 201-011 34'-0" 1 ST FLOOR PLAN 14 A R C H I T E C T S Des lnci n Gr. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1 ummv. & LOT: TUSCA PLACE NORTH LOT #102.4 PROJECT# 1703.00- - MODEL: „2190„ GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN IL ARCHITECT: STATE OF OF FLO�IDA 6 261 4 J S CANTWELL NO 12079 PFL DATE: 10/25/10 SCALE: 1/4$1=1p -0'l SHEET 2 O F'l f PATIO 1 -1,-o,, 01' X 5' - 0'1 1 25 -DN 5068 SG.D. I I 25 -SH ----— I `� GREAT I DINING N ROOM I I a'-8" CLG. 8'-8" CLG. (CARPET) (CARPET) 211-411 (' 1110 3'-411 N ip Lf ----- O N Dw. KWITaCGEN STAIR DATA \�,�, I �� 16 RISERS 'm 1.511 „– (TILE) 15 TREADS 6 9.5" ADD 1 RISER 4 I ' I ISLANp NOOK as 1 TREAD WITH ELEV. _ _ 4 0x2 0 (TILE) C m6'-0" CSD 4'-4" I 4X4 5TM OF 4X6 1 0 POST HDR o ,10 PO5T N W RANGE I —�` t 4 2468 POST L --J CNIL N 0 0 S. N 1 1 m 42 " LOW °a WALL W/ (� �� 2 STEEL �✓ PIPE 611 WD LAV. LIP - GAP H.S. 41-41 FOYER 3 8 tILE� 1 � �,1.8„PWD 1 a � (TILE) 2– CAR GAR. - e I MT WC. LINE OF 2ND. FLR. A50VE — .068 W/ 14 -SH 0 I i 14” SL TEMP. m I I PORCH 0 ----- --- -- — 0 0 TYP 1 � 16'-0" X 1'-0" O.H. 2A 11_0,1 51- 111 5'-�II '- 0 161-011 _�II 14'-011 K/ 201-011 34'-0" 1 ST FLOOR PLAN 14 A R C H I T E C T S Des lnci n Gr. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1 ummv. & LOT: TUSCA PLACE NORTH LOT #102.4 PROJECT# 1703.00- - MODEL: „2190„ GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN IL ARCHITECT: STATE OF OF FLO�IDA 6 261 4 J S CANTWELL NO 12079 PFL DATE: 10/25/10 SCALE: 1/4$1=1p -0'l SHEET 2 O F'l f 34'-0" 25'-111 2'-10" 11'-10" 3050 -SH 3050 -SH EGRESS EGRESS 00 00 L V. OPT. TUB LAV. 42x60 0. BATH S'-0" CLG. 4x4 = TILE BEDROOM #2 POST - A7IV 3'-4° 3'-a" _ S'-0" CCG. � �► (CARPET) OWNER'S SUITE 2(o68 4611x34" VCAR-0` SHOWERS 4X4 POST r BATH #2 42" -NIGH �� 8 -0 T� . WALL pQ0 c� m cam, _ 4068 53F. (n ' u u OFT. OPT. I - �L— ------ `� 61 l'1 to L_—JL--J /C a00 R-1SH LAUN. 2668 8' -OTIC G. 2668 c o F. 5-0 17 �I r 74 W- W.I.C. 2"x36° , �----� c0 cA I a'-0" CLG. r (p/ 2 `t m U in m (CARPET) I^ A TS — J LAV_ 4'-10" 4 — ol 31-8� :�::L—___ 1R-1SH 1R-1SH — - IR_ ISH — 0� 06 C4 m m m 0 DN a 4068 BF. 4065 BF. 4x4 42 ° LOW _' POST I 3'-6" " 5'-a° WALL W/ 2'-4 1x6 WD 4X4 CAP POST BEDROOM #4 BEDROOM #3 OPEN d &I-oll CLG. S'-0" CLG. I TO (CARPET) (CARPET) BELOW 2X8 1 2X8 3050 -SH 3050-5H 3050 -SH 3050 -SH STAIR DATA EGRESS EGRESS EGRESS 16 RISERS a 1.5" III -loll 11'-i0° 15 TREADS e 95 " 8' ." 4'-5-0" a'-0" S'-0" ADD I RISER 4 34'-0" TREAD WITH ELEV. C40 2ND FLOOR (PLAN A R C H I T E C T S Desi n- Grou inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750, PH: 407-774-8078 FAX: 407-774-4078 www.abdosigngroup.com AA M 0003325 SUHDIV. & LOT: TUSCA PLACE NORTH -- LOT #1024 PROJECT# 1703.00 MODEL: "2109,, GAFLAGE SVfMG: RIGHT PAGE: SECONb FLOOR PLAN ARCHITECT: STATE OF FLORIDA MES CANTWELL AR NO 12079 DATE 10 2 5 10 SCALE: 1/4"=1'-0" SHEET 3 orl 0 W clli C4 d cn w w � 0 0. Q J a ok U oz 0 A � m E4 SUHDIV. & LOT: TUSCA PLACE NORTH -- LOT #1024 PROJECT# 1703.00 MODEL: "2109,, GAFLAGE SVfMG: RIGHT PAGE: SECONb FLOOR PLAN ARCHITECT: STATE OF FLORIDA MES CANTWELL AR NO 12079 DATE 10 2 5 10 SCALE: 1/4"=1'-0" SHEET 3 orl 0 19 RIDGE HGT.Ob _ 18'-0" 2ND FL BRCS. HGT. lI-�11 WINDOW STYLE DETERMINED PER COMMUNITY ro" RAISED OR SCORED BAND (DETERMINED PER COMMUNITY) 10"-0" 2ND F.F. O OIL Ir / II RAISED OR SCORED BAND 0 (DETERMINED PER COMMUNITY) 4" 12"X48" RAISED OR SCORED SHUTTERS (DETERMINED PER COMMUNITY) 2" I 0'-0" FIN. FLR. _ � u u �y� am mom'F1 D mi I FRONT ELEVATION "A" TEXTURED FIN15H 25'-(o" RIDGE HGT. j,16-0' 2ND FL BRG. HGT. 19-1 ]I -oil _ _--$10"-0" 2ND F.F. PGT. 6" RAISED OR SCORED BAND (DETERMINED PER COMMUNITY) 0'-0" FIN. FLR. 25'-ro" RIDGE PGT. OL _ _ _ _ _ - _ _ _ _ _ _ - _ 25'-ro" RIDGE PGT. OFF RIDGE VENT 12 5� 18'-0" 2ND FL BRIG. PGT. j, / \ ':j, 18'-0" 2ND FL BRC. PGT. 11- I 10 0 " 2ND F.F. � II - _ - 1 - - - _ N 10'-0" 2ND F.F. - -t _ 8'- 8" BRCS. PGT. ,f, _ - - - - I - _ - - - I - - - PGT. 11_mIl I V-0" FIN. FLR. �, _ _ _ _ _ _ _ _ _ 0'-0" FIN. FLR. 4-- 23 REAR ELEVATION TEXTURED FIN15P 1/8" THICK, 3 COAT CEMENT PLASTER OVER GRADE 'D" FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' FELT PAPER 4'x4' GALV. "L' -TYPE FLASHING SET IN ROOFING CEMENT F15ERGLASS SHINGLES OVER 015 FELT PAPER ON 1/16' O.S.B. SHEATHING OR 1/2' GDX PLYWOOD SECURED PER NAILING SCHEDULE 2ND FIN. FLp- LSU-26 2x6 RAFTERS '`'---__ 12 ?8'-8' BRCS. HGT. LUS26 W/ (4) 10d's 9— ---------- TO ---TO LEDGER AND (2) 10d's - TO 2x6 JOIST 2X6 LEDGER W/ 1/2"x8" THREADED ROD 32' O.G. MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY 6' MIN EMBED. 1/2'THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2x6 LEDGER SECURED W/ 1/4' x 4' LAG 5OLT W/ 2' D IA. WASHER m 24' O.C. MAX 2x6 5LOGKING AS REQUIRED COPT. COV. PATIO ELEV. ABB (3 -)OPT. COV. PATIO A R C H IT E C T S Desi n rou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE NORTH LOT #1024 PROJECT# 1703.00 MODEL: "2199" GARAGE SWING: RIGHT PAGE: FRONT 8c REAR ELEVATION App ARCHITECT STATE OF FLORIDA J ES AN ELL AR NO 12079 INT ATE: 10 2 5 10 W SHEET A A Orl � W U W JU Q uu � d A Q � 0 U Q n � A m � m SUBDIV. & LOT: TUSCA PLACE NORTH LOT #1024 PROJECT# 1703.00 MODEL: "2199" GARAGE SWING: RIGHT PAGE: FRONT 8c REAR ELEVATION App ARCHITECT STATE OF FLORIDA J ES AN ELL AR NO 12079 INT ATE: 10 2 5 10 SCALE: 1/4"=1'-0" SHEET A A Orl � 25'-6" RIDGE HGT. IS' -0" 2N 1-6 25'-6" RIDGE HGT. RIGHT ELEVATIO""N TEXTURED FINISH 25'-6" RIDGE HGT. OL _ _ _ – _ _ _ _ _ _ _ _ _ _ _ j� 25'-6" RIDGE HGT. 12 01-F RIDGE vENT IF 18'-0" 2ND FL 5RG. HGT. 1-0 e 10"-0" 2ND F.F. _ - I _ - - - - - - - - - `�```•. 5RG. HGT. - - - - - - - - - - - - - I I r I I I I c{1 0'-0" FIN. FLR — _ _ _ _ _ – – – – LEFT ELEVATIO---A--,- TEXTURED FINISH 1 ■ d4 18'-0" 2ND FL 5RG. HGT. 101-0" 2ND F.F. 6, 8'-5" 8'-8" 5RG. NGT. I \ 8'-8" lot FLR 5RG. HGT. li mmFNF -�OPT.�C 0 �V._ PATIO LEFT SIMILAR 8'-8" let FLR OL 5RG. HGT. – — 0'-0" FIN. FLR. oL - – — 1 COPT® COV. PATIO ELEv. A45 LEFT SIMILAR ELEv. Ads R C H IT E C T S Groupnc.Desn L N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 vww.abdesigngroup.com AA #: 0003325 N N wi W w Ci fx o n n 0I A � m � [00 SVHDIV. &SOT: TUSCA PLACE NORTH LOT #1024 PROJECT# 1703.00 MODEL: "2199" GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEVATION ARCHITECT: TE OF FLORIDA GCT 6 '61 JAMEiS CANTWELL AR NO 12079 PRINT : 10 25 10 S :1/4"=1'-0„ SHEET 5 A 0rltD HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON 4'-11 1/2" -f'-11 1/2" DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) 10d x 1 1/2 1 -PLY/ (6) 16d 2 -PLY Z p (2) META -16 1985 1900 (10) 10d x 1 1/2 I -PLY (14) 16d 2 -PLY V) HETA-16 1810 (9) 10d x 1 1/2 1 -PLY/ (8) 16d 2 -PLY Q HETA-20 1810 (9) 10d x 1 1/2 1-1011 (8) 16d 2 -PLY DBL 2 D5L 2 D5L 2 DBL 2 2035 (10) 10d x 1 1/2 I -PLY (2) HETA-20 2500 (12) 16d 2 -PLY MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIIN. 12' EM5ED), (22) 10d TO WOOD HGT-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) 10d x 1-1/2' VGT 4940 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3- t0 WOOD M VGT O-PLY/3-PLY) 1185/889) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3TO WOOD MTS -12 1000 (14) 10d x 1 1/2 HTS -16 1150 (16) 10d x 1 1/2 HTS -20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 925 (10) 10d LSTA-18 ++ 1235 (14) 10d V) MSTA-I8 ++ 1315 (14) 10d n- MSTA-24 ++ 1640 (18) 10d W MSTA-36 ++ 2050 (26) 10d H MSTI-36 3800 (36) 10d x 1 1/2 MSTI-48 5065 (48) 10d x 1 1/2 H6 950 (8) Bd TO PLATES, (8) 8d TO STUDS SP4 885 (6) 10d x 1 1/2' TO STUDS A33 150 (4) 10d TO BEAM (4) 10d TO POST. HCP2 645 (b) 10d x 1-1/2' H10 995 (16) ed x 1-1/2 ABU 44 2200 6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (12) 16d TO WOOD Ill ABU 66 2300 12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 'I" EMII IN CONC., (12116d TO WOOD W L7719 +++ 1340 (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1- EMBED.) IN CONC., (8J10d TO WOOD = TT20 +++ 1625 (1) 1/2' A.T. IN HI ST NTH XY (MIN. 1' E .) IN CONC. (2) 501-T TO WOO 0 Z Q4350 3610 HTT4 4235 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (18) 10d x 1 1/2' TO WOOD (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (18) 16d x 2 1/2' TO WOOD (1)11 A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN GONG. (26) 10d x 1 1/2' TO WOOD HTT5 4610 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMII IN CONC. (26) 10d t0 WOOD 090 /8EPDXY, D C C 26 6 x 2 /2 O D HWDQII-SDS 25+ 11,445 11, A..TS.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG, (24)SDS 4' x ' WOOD SC 1-10-1 6480 (1) 1/8' A.5. IN HIGH STRENGTH EFOXY, (MIN. 1' EM .) IN GONG. (3) ' 6tUD DOLTS TO WOO M5HA 336/1125 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CML. FACE, (18)10d TO BEAM V) w HUSC412 (WOOD) 3240 2510 (FLOO (10) 16d TO HEADER, (10) 11 TO WOOD 3140 (ROOF) W 0 HUC410 (CMU) 1810 5085 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) t0 CMU (10) 10d t0 WOOD Z Q 2 HIGH STRENGTH EPDXY ■ SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO 5U58TITUTM FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CML. 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 18 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W I- +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL 5E 1' 0 A.T.R. ■ A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIEIS) z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE REBPONSI51 E FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STANLESS 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 TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2009' 'HIGH WIND -RESISTANT CONSTRUCTION C -44W05 -R', T-ANCHORSPEC01, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE < MASONRY CATALOG C-2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REOUIREMENTS DBL 2x6 LEDGER SECURED TO BLK W/ 1/2' A.B. OR THREADED ROD W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 6" MIN. EMBED. 0 32' O.G. MAX. SECURE TRUSS TO LEDGER W/ (2) L-50 HDR. TO 4X4 POST (2) MTS -12 POST TO SLAB PTT -4 MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO SINGLE STORY APPLICATION 4'-11 1/2" -f'-11 1/2" AND UP 51zE CLEAR SPAN D5L 2 DBL 2 05L 2 D5L 2 x 6 x 8 x 10 x 12 UP TO 5'-4" 5'-4" TO '11-0" 1'-0" TO 10"-0" 10'-0" AND OVER TWO STORY APDL I CATION DOWN 5TA 1 R5 3 NUM5ER OF FULL LENGTH STUDS SIZE CLEAR SPAN DBL 2 D5L 2 D5L 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-0" 5'-0" TO 6'-4" 6'-4" TO 8"-0" 8'-0" AND OVER MINIMUM WALL AND HEADER STUD REOUIREMENTS DBL 2x6 LEDGER SECURED TO BLK W/ 1/2' A.B. OR THREADED ROD W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 6" MIN. EMBED. 0 32' O.G. MAX. SECURE TRUSS TO LEDGER W/ (2) L-50 HDR. TO 4X4 POST (2) MTS -12 POST TO SLAB PTT -4 MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8'-0" U.N.O. 4'-11 1/2" -f'-11 1/2" AND UP NUM5ER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUM5ER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO 5E MANUFACTURED 5Y SIMPSON STRONG -TIE OR EQUAL, U.N.D. 2, TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRUSS TO MASONRY/CONCRETE SHALL ESE META -1( * FLOOR JOIST TO MASONRY/CONCRETE SHALL ESE HETA-fro AT EACH END AND 32 ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL ESE MT6-12 3.TRU68 TO TRUSS CONNECTIONS AND HANGERS SMALL ESE DESIGNED AND SUPPLIED 5Y TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN (o. MIN. 2X4 HIP CUT 5LOC<NG SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES 6 EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU-55 AS PER APA REQUIREMENTS. M II �� II II l �� II II II II U III II II II II II II IL tJ4 TJ tJ3 i TJ2 11 1 11 II II � II II II �� I I II II II II �� II �I II II II II II II II II I II j u ii a ii I u �� a ii ., a ii u u ii ii u i u ii a ii u u u u ii a ii u u u n ii �Z HDR Al 11 F501 RMbB NUG 4110 n (2) 2X12 BM. (2) META -16 (2) META -16 I PROVIDE 2X6 5LOCKING FOR HANGER CONNECTION (2) HETA-16 RM6D 415J4 ~(2) HETA-16 — = 51 d) 45J50A X U U = �? 4EJ1 DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS a 16' O.C. MAX J' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING= SCHEDULE 2nd FLOOR STUDS TO FGI FLOOR TRUSS SIMPSON MSTA-30 6 32' O.G. MAX PRE -ENG FLOOR TRUSS 2nd FLOOR STUDS A TO FG1 BELOW SCALE: 1/2' =1' -m" — F501 TO 4X6 POST (2) MSTA-24 POST TO 2X10 BM TO 6X6 POST SLA5 HTT-4 (2) MSTA-24 POST TO SLAB Ami I-e-e- 14UC410 W/8 -3/16'X2' TAPCONS (4 PER FLANGE) 45J5 45J3 45J 1 (DCOV. PATIO _ — — — — — — — — — .--- 2X10 13M TO bXb POST L hl (2) MSTA-24 tn � .�� POST TO�SLAGB i wm,001, HUC410 W/8 -3/16'X2' TAPCONS (4 PER FLANGE) HUC410 W/8 -3/16'X2' TAPCONS (4 PER FLANGE) o -c MVM R�E D Xl�'IQP HUC410 3/16'X2' :ONS (4 LANGE ) RANE`r' 2/1/10 F A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.dom - AA #: 0003325 W W y V w w d E~.' Q 0. � z p � L~ A� ti OXMDIV. & LOT: TUSCA PLACE NORTH LOT #102-4 PROJECT# 1"703.00 MODEL: "2109” GARAGE SWING: RIGHT PAGE: FLOOR ]FRAMING PLAN ELEVATION „ A>> _ ARCHITECT: STATE OF FLORIDA D/MCTE: 10/25/10 SCALE: 1/4"=11-091 SHEET O 6 AjLjF� I HEADER SPAN CHART CONNECTOR SCHEDULE 5'-0" TO SIMPSON CLEAR SPAN DES. UPLIFT GRAVITY FASTNER } META -16 14514 (1) 10d x 1 1/2 I -PLY/ (6) 16d 2 -PLY Z Z 0 1985 (2) META -16(10) 104 x 1 1/2 I -PLY 1900 (14)16d 2 -PLY (n HETA-16 1810 (9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY Q � HETA-20 1810 (9)104 x I I/2 ]-PLY/ (8) 164 2 -PLY 2 (2) HETA-20 2035 (10) 10d x 1 1/2 1 -PLY 2500 (12) 16d 2 -PLY NUMBER OF FULL LENGTH STUDS MGT + (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY (MN. 12" EMBED), (22) 10d TO WOOD 2 HGT-2 + (2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD AT EACH END OF HEADER HGt-3 + (2) 3/4' AT.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD P114%40 LTAI (12) 10d x 1-1/2' 94 VOT (1) 5/8' A.T.R. N HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SPS 1/4' X 3' TO WOOD (2)VGT(2-FLYS-FLY) (2) 5/e' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) 10d x 1 1/2 HTO -I6 1150 (16) 10d x 1 1/2 b HTO -20 1450 (24) 10d x 1 1/2 LSTA-12 N 9215 (10) 10d LSTA-18 ++ 1235 (14)10d N MOTA-10 ++ 1315 (14) 10d 0- MSTA-24 ++ 1640 (18) 10d M MSTA-36 ++ 2050 !260 10d N MSTI-36 3800 (36)10d x 11/2 MSTI-48 5065 (48) 10d x 1 1/2 W H6 950 (8) 8d TO PLATES, (8) 6d TO STUDS SP4 885 1 (6) 10d x 1 1/2' TO STUDS A33 (4) 10d TO BEAM (4) 104 TO POST. HCP2 (6) 10d x 1-1/2' H10 (16) ad x 1-1/2 44 6665 (1) 5/8' A.t.'R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (12) 16d t0 WOOD V) A15U 66 12000 (1)5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN.1' EMBED.) IN CONC, (12A6d TO WOOD t3610 Cr LTT19 +++ (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. T EMBED.) N CONC (8A0d TO WOOD 0 LTT20M +++ (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EM D-) IN CON (2) ' BOLT TO WOOD = VZZWTT4 CI) 5/e` A1R N HICsH O1RENraTH EPDX(MIN. 1' EMBED.) IN CONC. (IBJ 10d x 1 1/2'TO WOOD (1) 5/8'ATR IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) N CONC. (IB) 16d x 2 1/2" TO WOOD (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) N CONC. (26) 10d x 1 1/2' TO WOOD HTT5 (1) 5/e' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) 10d t0 WOOD 5 (1) 5/0' A.T.R. IN HIG14EPDXY, 1- EMBED.) C. 6 6d x 2 1/2' TO WOOD 441-1DQ11-SAS 2B4 IIA45 (1) 11 AT.R IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN 'CONC, (24)ODS a' x ",WOOD SCREWS (1) /8' Aa N WIG44 STRShraTH EPDXY, (MN. T .) N CONC (3)A' SIM BOLTSTO WOOD M5HA 356/1125 3415 5330 (1) 3/4' A.T.R. N HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (18)104 TO BEAM V) HUSC412 (WOOD) 3240 2510 1FL00 (10) 16d TO HEADER (10) Ibd TO WOOD 3140 (ROOF) W 0 44UC410 (CMU) 1810 5085 18-1/4" x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD Z 4 Z HIGH STRENGTH EPDXY ■ SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' PEEP, THE VERTICAL CELL N CM.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 THIS APPLICATION, PRIOR TO INSTALLATION. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5ONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' 0 A.T.R. - A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAILING SURE THAT THE PROPER CORROSION PROTECTION IO USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-2009' , 'HIGH WND-RESISTANT CONSTRUCTION C -1-11005-R', t-ANCHORSPEC01, AND ANC14ORNG * FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SPAN (ft.) SINGLE STORY APPLICATION 5'-0" TO SIZE CLEAR SPAN DSL 2 x 6 DSL 2 x 8 DBL 2 x 10 DSL 2 x 12 UP TO 5'-4" 5'-4" TO "1'-0" -I'-0" TO 1011-0" 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS NUM5ER OF HEADER STUDS SIZE CLEAR SPAN DBL 2 x 6 DSL 2 x 8 DBL 2 x 10 DSL 2 x 12 UP TO 5'-0" 5'-0" TO 6'-4' 6'-4" TO 8"-0" 8'-0" AND OVER MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8'-m' U.N..O. 4'-11 1/2' 7'-11 1/2° AND UP NUM5ER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO 5E MANUFACTURED 5Y SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRUSS TO MASONRY/CONCRETE SHALL 5E META -1(o * FLOOR JOIST TO MASONRY/CONCRETE SHALL 8E HETA-leo AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL 5E MTS -12 3.TRUS5 TO TRUSS CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED 5Y TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. S. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES 6 EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. TRUSS TO 4X4 POST HTS -20 POST TO SLK HTT-4 TRUSS TO 4X4 POST HTS -20 POST TO BLK NTT -4 Cv} c(1 l[1 m m CD fQ 7 � 7 m � iSl 9 1 211 � MOO TRUSS TO 4X4 POST HTS -20 POST TO BLK HTT-4 TRUSS TO 4X4 POST HTS -20 �— POST TO BLK HTT-4 RANE1' 2/1/10 A R C H I T E C 78 DesonGroun�. LONGWOOD, FL 32750 .. PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 E; N c 94 b U W JU h O Q 0 C,� Z G] O h 0 _ A � StMDIV. & LOT: TUSCA PLACE NORTH LOT #1024 PROJECT# 1703.00 MODEL: 112199" GAHAGi'E SWING: RIGHTN PAGE: ROOF FRAMING - PLAN ELEVATION A" [ARCHITECT STATE OF FLORIDA ) i CANTWELL NO 12079 PRIKT DATE: 10/210 SCALE: 1 /4" =1' — 0" SHEET . ARCH IT EC TTS Deslgn Group inc. N. RONALD REAGAN B LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 rww.abdesigngroup.con AA #: 0003325 h W W W w Q � Q 0 U z a A U OC B 0 m A � m ,.n h SUHDIV. & LOT: T TUSCA PLACE NORTH LOT #1024 PROJECT# 1703.00 MODEL: 2199 GARAGE SWING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA C^1 j'D''2 JAWS CANTWELL r NO 12079 D TE: 10 210 SCALE: 1 /4" =1' — Glo e ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP 81NGLE POLE W I1mV OUTLET I/2 OF OUTLET 110V OUTLET WIPED t0 SWITCH EojlfmD WITH IIOV OUTLET GROUN�DU FAULT RTANT GFI (TA41 220V OUTLET 4 WIRE V CONNECTION EXTERIOR GROUND FAULT GFI WATERPROOF INTERRUPTER U1 OUTLET ( SWITCH SWITCH 3 -WAY OPER �P4 SWITCH 4 -WAY OPER �'� WALL Y MOUNTED L IGHT CEILING LIGHT Q VAPOR Pi;ZOOF LIGHT �' 1 RECESSED cow CAN I CFM PER VENT. FAN SQ. FT. VENT. FAN 1 CFM PER ri W/LIGHT SQ. FT. 2' LIGHT STRIP W LIGHT STRIP 4' RECESSED FLUORESCENT 2-5111-13 WRAP LIGHT AROUND _ 2' FLUORESCENT z 4' FLUORESCENT 4' TRACK LIGHT ® PANEL METER SMOKE BATT. BACK-UP 05.RDWIRE 1-D. DETECTOR W, IN ER- LUALL BATT. BACK-UP MOUNTED W/ HARDWIRE S D. IONNEG DETECTOR G ED BATT. BACK-UP CARSON MONOXIDE/ W/ HARDWIRE INT(Q CONNECTED K.YS/CO SMOKE DETECTOR SHALL BE A COMBO DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET . TELEPHONE JACK WH WATER HEAT. DISCONNECT AIR CONO. A/C DISCONNECT Tv. TELEVISION JACK CEILING BOX RI=QUIRED TO 5E SUPPORTED J O J -BOX IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING FAN/LIGHT CEILING 15OX REQUIRED TO 5E SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP ❑ SECURITY KEYPAD PUSH- FOR B. BUTTON CHIMES NOTES: * LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED a HOME=OWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HABITABLE ROOMS TO 5E ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI m ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2001,RESIDENTIAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL BE NON METALLIC CABLE AS N.E.C. 2005 ARTICLE 300.(8) (2) * ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE 2ND FLOOR ELECTRICAL PLAN 2' VTR 2"� 3' VTR PLUMBING RISER DIAGRAM TO MAIN A R C H I T E C T S Desoin Gournc. 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774-607FAX: 407-774407www.abdesigngroup AA #: 0003325 SU3BDiV. & LOT: TUSCA PLACE NORTH LOT #1024 PROJECT# 1703.00 MODEL: 2199" GARAGE .9. VfMG: RIGHT PAGE: SECOND FLOOR ]ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA C 6 lti JA S CANTWELL R NO 12079 pD 'TE 10/2p/lo SCALE: 1 1/411=10 -Opt SHEET 9 OF� W W V . N U1 t- Q z A 0 h m SU3BDiV. & LOT: TUSCA PLACE NORTH LOT #1024 PROJECT# 1703.00 MODEL: 2199" GARAGE .9. VfMG: RIGHT PAGE: SECOND FLOOR ]ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA C 6 lti JA S CANTWELL R NO 12079 pD 'TE 10/2p/lo SCALE: 1 1/411=10 -Opt SHEET 9 OF� —(1) +5 REIBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION TEXTURED FINISH Q SCMU n ✓ 1/2' GYP. WL. SD. m I WOOD BASE O If d° .. ~ . io 4' CONC, RE INF. W/ 6'x6' +'10 WWM OR ' d FIBERMESH ON ib -MIL POLY d , ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL Z 8, 4" (2) +5 REBAR ON CHAIRS 1 -STORY FOOTING 1 W BLOCK WALL SCALE: I2'-1'-0' GRADE m a � 4' CONC, REINF. W/ 6'x6' lk lk 4 010/10 WUM OR FISERMESH ON ' 6 -MIL POLY ETHYLENE VAPOR S e, BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (1) 5 REBAR ON CHAIRS 4 THICKEN EDGE SCALE= I/Z'•I'-0' C m 4 4' CONC, REINF. W/ 6'xb' +10 WWM OR FIBERMESH ON lb -MIL POLY 4' 4' ETHYLENE ON BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP-UP 5 NON-BEARING .._�.', 4' CONC, RE INF. W/ b'xb' *10 WWM OR / FIBERMESH ON 6 -MIL POLY J� ETHYLENE VAPOR BARRIER ON O WELL -COMPACTED CLEAN TERMITE U 4" S" 5" 4" TREATED FILL m 2'-0. 4" 5 REBAR ON CHAIRS � CONCRETE PAD $GALE: tn'.r-0' POURED LINTEL CONT. (TYP-) 'ro.r S' CMU FILLED CELL (TYP.) 2X WALL FRAMING (4)VXT" ANCHOR BOLTS or (4))J'XT' J -1501 -TS MIN. 5' EMBEDMENT W/ 2"X2"X1/8' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 15 BLOCK WALL CONNECTION SCALE: I/2' ■ 1' -0' (1) M5 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN. L- 4' CONC, REINF. W/ b'xb" 010 WWM OR d o d FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL TYP. RETROFIT FOR A OMITTED DOWELS SCALE= 1/2'■1'-0' SECURE ST. PLATE TO SLK W/ J' ANCHOR BOLT W/ 2' WASHER SET M SIMPSON HIGH STRENGTH EPDXY 7" EMBED. MIN. • 32' OC MAX. d II d r �Ifl : : 4 CONC, REINF. W/ b x6 010 WWIM OR FIBERMESH ON 6 -MIL POLY z K ETHYLENE VAPOR BARRIER ON r WELL -COMPACTED CLEAN TERMITE CREATED FILL All - (2) "(2) "5 REBAR ON CHAIRS 1 -STORY FOOTING AT L.B.W. W UPLIFT 2 SCALE: 1/2' -I' -C' STUDS Ifo' O.C. MAX 5 1/2' O HEAD OF GARAGE VARIES WITH SLOPE SECURE ST. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET IN W SIMPSON HIGH STRENGTH EPDXY -I' Q EMBED. MIN. • 32' OC MAX. i 4 HOW114111 4" CONC, REINF. W/ 6'x6' 010 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON pLL-COMPACTED CLEAN TERMITE ;:) TREATED FILL (2) 45 FeBAR ON CHAIRS GARAGE STEP-UP 6 1 -STORY L.B.W. SCALE: 1/2"-1'-0' rp I' RECESS FOR $Ca.D. TRACK FINISH FLOOR d °.d. d 4 4 d° d 4 10 SLAB AT S.G.D. SCALE: I' ■ I'-0" CAULK AND SEAL GAS LINE 1 J' PVC SLEEVE FOR GAS LINE 9 S' CMU "—I/2' DRYWALL . �^-WOOD BASE 4a a ° L6 .. SECURE ST. PLATE TO SLAB W/ 1J' ANCHOR BOLT W/ V WASHER SET IN SIMP50N HIGH STRENGTH EPDXY T EMBED. MIN. • 32' OC MAX. r r 4 4' CONC., REINF. W/ 6'x6' 010 U M OR IF FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON p WELL -COMPACTED CLEAN TERMITE `^ U TREATED FILL 4' I'-0" 4' (3) 05 REBAR ON CHAIRS 2 -STORY FOOTING 2 AT L.B.W. SECURE BT. PLATE TO SLAB W/ 10d CUT NAILS/ MASONRY NAIL 6 32' O.C. MAX 0 a 1 4' CONC, REiNF. W/ 6'x6' 'M0 WWM OR FIBERMESH ON 6 -MIL POLY z a ETHYLENE VAPOR BARRIER ON F WELL -COMPACTED CLEAN TERMITE 4" 8' 4" TREATED FILL 1'-4" (2) *5 REBAR ON CHAIRS 1 -STORY FOOTING � B AT L.B.W. W NO -UPLIFT 5 1/2' • HEAD OF GARAGE REBARoNCHAIRS 2 -STORY (-ST C3J 5 REBAR ON CHAIRS lU 45 REBAR VERTICALLY W/ CONC, POUR CELL R-4.2 INSULATION S' CMU (1)'5 REBAR VERTICALLY W/ CONC. VARIES WITH SLOPE VARIES PER ELEV. POUR CELL 1/2' GYP. WL. BD. SECURE BT. PLATE TO SLAB W/ }' R-4.2 INSULATION z ° ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY i' q Q 4' CONC, REINF. W/ b'xb' 410 WWM OR FIBERMESH ON EXTENDED SLAB 11/2'-\ CURB HEIGHT VARIES TO HORIZATIONAL 8' CMU EMBED. MIN. a 32OC MAX. : I/2' RECESS FOR SERVICE DR N W ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE z ° 4 ° ° O ( TREATED FILL Q I WOOD BASE 0'-0' FIN. Fl -R. 4 , 4. ° z0,I° d (3) 45 REBAR a 2 -STORY a' 4' CONC, REINF. W/ 6'x6' *10 WWM OR °°4 6' PVC CHASE 7HRU FOOTING / 4 ''°' TIE VERTICAL RESAR d 4 a o. ', 4 . TO HORIZATIONAL FIBERMESH ON 6 -MIL POLY (i) «5 REBAR AT CORNERS W/ 25' LAP MIN. • °+, . r' 4" GONG., REINF. W/ 6"x6' 010 WUM OR d a4 A WELL -COMPACTED CLEAN TERMITE TREATED FILL ° d . `- 4' GONG, RENF. W/ 6'x6" 010 WWM OR (3) 05 REBAR ON CHAIRS 4 d ; 4 ° 4 FIBERMESH ON 6 -MIL POLY I -STORY 4r FIBERMESH ON b -MIL POLY Z CLEANOUT REQUIRED I'_4" 2 -STORY (3) S REBAR ON CHAIRS ETHYLENE VAPOR BARRIER ON 2'-I' MSN. LAP PIPE THROUGH 4, ° ETHYLENE VAPOR BARRIER ON TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING WELL -COMPACTED CLEAN TERMITE D W BLOCK WALL E REINFORCING B SCALE: 1/2'-1'-0" C SCALE= 1/2'•1'-0' WELL -COMPACTED CLEAN TERMITE SCALE= I/2'•I'-0' EXTERTO R ]�'O O TE�� AT ]�'TNI� H SLAV TO EBE M]CEL�T. ELS" �EL,O W UNDI T7CT�EB]ED 0 ][]L, d 4 TREATED FILL I TREATED FILL U (3) 5 MBAR ON CHAIRS N z V (2) +5 REBAR ON CHAIRS O 0'-0' FIN. FLR. `^ U GARAGE STEP-UP E. SLAB AT GARAGE 6 A 2 -STORY L.B.W. scALE: 1/2 = I -0 ►� SERB�aCE�•IDOOR RECESS FOR I GARAGE DOOR 4 dr ° 4' CONC, WINK W/ 6'xb" 010 WWM OR FIBERMESH ON 6 -MIL POLY I'_0+ ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (1)'S REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: 1/Z' • 1'-0' � � NOT USED U TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' O.C. MAX 1/2' GYP. WL. BD. WOOD BASE Z SECURE BT. PLATE TO BLK W/ }' ANCHOR BOLT W/ Z' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 7" p EMBED. MIN. 4 32' OC MAX. 4' CONC, REINF. W/ 6'xb' 010 WWM OR FIBERMESH ON b -MIL POLY y.4 ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL p�p 411 I 4' 411 (2)'5 REBAR ON CHAIRS 1 -STORY FOOTING 3 W FRAME WALL SCALE= -® (1) 5 REBAR VERTICALLY W/ CONC. POUR CELL z W B' CMU I z„ N � � I �r-CURB HEIGHT VARIES z W-4 4' GONG, RE INF. W/ b'xb' +10 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (2) +5 REBAR ON CHAIRS 1 -STORY FOOTING 8 AT GARAGE — SCALE. - 2 -STORY FOOTING @yA, BLOCar K WALL TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ S" HOOK GROUTED BOND BEAM 4 V� 4 ° d Y� C GAS LINE THRU BLOCK 16 SCALE= I'■I'-0" REBARoNCHAIRS 2 -STORY (-ST C3J 5 REBAR ON CHAIRS lU 45 REBAR VERTICALLY W/ CONC, POUR CELL R-4.2 INSULATION S' CMU (1)'5 REBAR VERTICALLY W/ CONC. VARIES PER ELEV. POUR CELL 1/2' GYP. WL. BD. R-4.2 INSULATION z ° TEXTURED FINISH q Q 4' CONC, REINF. W/ b'xb' 410 WWM OR FIBERMESH ON W TO HORIZATIONAL 8' CMU r : d (° 1/2" GYP. WL. BD. ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE z ° 4 ° ° O ( TREATED FILL O I WOOD BASE 0'-0' FIN. Fl -R. 4 , 4. z0,I° d (3) 45 REBAR a 2 -STORY a' 4' CONC, REINF. W/ 6'x6' *10 WWM OR °°4 6' PVC CHASE 7HRU FOOTING / 4 ''°' TIE VERTICAL RESAR d 4 a o. ', 4 . TO HORIZATIONAL FIBERMESH ON 6 -MIL POLY (i) «5 REBAR AT CORNERS W/ 25' LAP MIN. 4 ETHYLENE VAPOR BARRIER ON d a4 4 WELL -COMPACTED CLEAN TERMITE TREATED FILL ° d . F (3) 05 REBAR ON CHAIRS 4 d ; 4 ° 4 2 -STORY FOOTING @yA, BLOCar K WALL TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ S" HOOK GROUTED BOND BEAM 4 V� 4 ° d Y� C GAS LINE THRU BLOCK 16 SCALE= I'■I'-0" REBARoNCHAIRS 2 -STORY (-ST C3J 5 REBAR ON CHAIRS lU 45 REBAR VERTICALLY W/ CONC, POUR CELL R-4.2 INSULATION S' CMU °4 ; VARIES PER ELEV. 1/2' GYP. WL. BD. z WOOD BASE ° q Q 4' CONC, REINF. W/ b'xb' 410 WWM OR FIBERMESH ON IL CLEANOUT REQUIRED d' °' FOR NSPEGTION TO HORIZATIONAL 6 -MIL POLY Z d (° REBAR W/ S' HOOK ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE z ° 4 ° ° O ( TREATED FILL VARIES PER ELEV. IIIf 0'-0' FIN. Fl -R. (2) 5 REBAR * 1-6TORY z0,I° d (3) 45 REBAR a 2 -STORY a' (I) 5 VERT. DOWEL LAPPED W/ BOND SEAM °°4 6' PVC CHASE 7HRU FOOTING / 4 ''°' TIE VERTICAL RESAR d 4 a o. ', 4 . TO HORIZATIONAL OUTSIDE REBAR TO BE and, r•! CONTINUOUS ._ (i) «5 REBAR AT CORNERS W/ 25' LAP MIN. y ° r d ° 4 ° a _^ . RESAR W/ 8' HOOK d a4 ° d . '.d ° 4 d ; 4 ° 4 I -STORY IL 8 4" ;n (Z)'5 MBAR ON CHAIRS Li CLEANOUT REQUIRED I'_4" 2 -STORY (3) S REBAR ON CHAIRS 2'-I' MSN. LAP PIPE THROUGH FOR INSPECTION TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING AT LINTEL CORNERS D W BLOCK WALL E REINFORCING B SCALE: 1/2'-1'-0" C SCALE= 1/2'•1'-0' SCALE= I/2'■I -0' SCALE= I/2'•I'-0' EXTERTO R ]�'O O TE�� AT ]�'TNI� H SLAV TO EBE M]CEL�T. ELS" �EL,O W UNDI T7CT�EB]ED 0 ][]L, �—TEXTURED FINISH F�x�— R -II INSULATION MIN. STUDS 16' OZ. MAX 1] 1/2' GYP. WL. BD. Lu WOOD SASE SECURE BT. PLATE TO BLK W/ r ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 'I' EMBED. MIN. 4 32' OC MAX. OF a' a � 4 4' GONG„ REINF. W/ b'x6' N0 WWM OR -' FIBERMESH ON 6 -MIL POLY ° ETHYLENE VAPOR BARRIER ON T°a WELL -COMPACTED CLEAN TERMITE TREATED FILL U4' 6" 6" 4' (3) 05 REBAR ON CHAIRS 1'-S" 2 -STORY FOOTING 3 A W FRAME WALL �- — (1) 5 REBAR VERTICALLY W/ CONC. POUR CELL 8' cMu z CURB HEIGHT VARIES Y� W 4' CONC, RE INF. W/ 6'x6' M0 W. M OR �, FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON 41 WELL -COMPACTED CLEAN TERMITE TREATED FILL > z 4e000, L (3) 5 REBAR ON CHAIRS iA L as a p 14'[b"�6` �4" in O m Cl I'_S" 2 -STORY FOOTING 8 A AT GARAGE SCALE: I/2" �� NOT USED 1 `t HORIZONTAL/VERTICAL REINFORCING AT T)MARI NG CHANGE SCALE: 1/2'.1'-0' k R C H IT E C T S _19doullin\ Desi n rou enc. 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 GROUTED BOND BEAM VARIES PER ELEV. w TIE VERTICAL RBBAR 4 TO HORIZATIONAL 9.. REBAR W/ S' HOOK 04 W ° VARIES PER ELEV. ° ° 4 GROUTED BOND BEAM d dd 1'.4 d 4 d ; IL CLEANOUT REQUIRED FOR INSPECTION z d I N ° ° 0'-0' FIN. FLR. E. 0 4 ° VERTICAL MBAR ° a 4 TO HORIZATIONAL ° d.n REBAR W/ S' HOOK 4. d �O Z HORIZONTAL/VERTICAL REINFORCING AT T)MARI NG CHANGE SCALE: 1/2'.1'-0' k R C H IT E C T S _19doullin\ Desi n rou enc. 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 JUHDIV. & SOT: TUSCA PLACE NORTH LOT #1024 PROJECT# 1"703.00 MODEL: 2199" G "AGi'E 9'WMG: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT 8TATE OF FLORIDA JA S CANTWELL NO 12079 DAflqT TE: 10 /2 5 10 SCALE: 1/4"-1'-0 w 04 W V E. 0 V Z A U h A 6V JUHDIV. & SOT: TUSCA PLACE NORTH LOT #1024 PROJECT# 1"703.00 MODEL: 2199" G "AGi'E 9'WMG: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT 8TATE OF FLORIDA JA S CANTWELL NO 12079 DAflqT TE: 10 /2 5 10 SCALE: 1/4"-1'-0 f PANEL ANCHOR SEALANT SEALANT 3/8" -EXPANSION STRIP FREE OF MORTAR PANEL ANCHOR 1/4" EXP. BOLI TWO PER ANCHOR WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND i7 �H11 PANEL ANCHOR STYLE CONSTRUCTION ❑® R ❑e SECURE 2x4 ON FLAT TO BLK W/ GUT NAILS. 0 SECURE 2x6 MIN. TO BLK W/ (2)1Y ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. �-- SIDES: 2X6 GARAGE DOOR BUCK W/ (3) VXS' J -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'XYe WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR t0 FILLING. 1-2X(o PT BLOCK a CENTER OF DOOR HEADER W/(1)}2'X8' J -BOLTS 4' EMBEDMENT W/ 2'X2 "XVs' WASHER AND NUT GARAGE DOOR 3 BUCK ATTACHMENT SCALE=: 1/2'-V-0" �1 NOT USED 0 L INTEL PLATE — 3/8" EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO BE MIN. 1/2" DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS BLOCK NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. " PANEL REINFORCING 6) EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2) 1-1/4" 8-4 HEX WASHER HEAD WITH ANTI -CORROSIVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE TYPE S OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL REINFORCINGI / MORTAR ASPHALT EMULSION 1-3/4" X 20 GAUGE X 24" LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED. TO GABLE END W/(2)12d6II UPRIGHT 2X4 SECURED TO GABLE ENG W/(2)124 O.G. �L-30 0 GABLE BLOCKING TRUSS 2x4 BLOCKING a EA. RAFTER L-30 EA. RAFTER 142.5 EA. RAFTER 2x4 RAFTER a 24' O.C. 2x4 FRAMING (TYP) 4 FRAMED OVERHANG N.t.B. 2X4 DBL TOP PLATE 2x4 METAL STUD 24" O.C. 1/2" DRY WALL 2X4 16' O.G. MAX 2X4 PT. 5T. PLATE MIN. I' EMBEDMENT " 2' DIA. WASHER ,s 32' O.C. MAX *5 RE5AR CONT. )�WO�ODFRAME TO BLK. SCALE:: I/2" • 1' -0' SPARK ARREST T-4 1/2' PER MANUFACTURER IX2 PT. TOP OF BOX — OBL. TOP PLATE 2X4 STUD II II II II TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON 0.8.8. SHEATHING OR j' CDX PLYWOOD PRE. ENG. TRUSS 1 A N VIUr�vrALr1/2 : ' = SIMPSON H-5 (MIN.)— Is MINDIs 2X4 t0 TRUSS PRE. ENCS. TRU85 SP4 OR H-5 TOP PLATE TO STUDS 2"-0" ABV. 10"-0' LEVEL TO ROOF OR 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0' 0 SIMPSON H-5 (MIN.) a 2X4 TO TRUSS DiCHIMNEY DETAILS SCALE: 1/2' =1' -0" PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS m 16' O.G. MAX SIMPSON LSTA-12 g EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS is 16" D.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J" OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADE=R SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY a A TIME. USE 12d NAILS, TWO WITHIN 6" FROM EACH END 4 NO MORE THAN 12' D.G. STAGGERED 8P4 OR 1-15 0 TOP AND BOTTOM PLATES m EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING t0 LAP TO TOP OF MA50NRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND TYP. EXTERIOR WINDOW/ FLR LINE. r� DOOR OPENING WD FRAMED SCALE: 1/2"-V-01 NAILING SCHE1DUL_E ROOF DIAPHRAGM USE 1/16" 0.8.8. OR 1/2" COX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND *8 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS tv 4' O.G. EXTERIOR SHE=ATHING USE 7/16" O.S.B. OR 1/2" PLY WITH "S RING SHANK GUN NAILS AT 6' O.G. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND *8 RING SHANK GUN NAILS AT 6" D.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER N,4IL fREQUIRE1' ENTS SIZE HEAD LENGTH DIA. TENSILE STIR ad ROUNDI"fODIFIED 1 1/8' .113 110,000 WITHIN a' OF EACH OR T END AND 18" O.C. MAX m LL SPACING. l0d ROUNDMODIFIED 21/8' .128 110,000 ORT Q TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL 4 TOOL ASSOCIATION 1 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3 16 TO 20 RINGS PER _INCH 4 0.200 INCH FULL ROUND HEAD DIAMETER 5.2 INCH NAIL LE=NGTH ROOF SHEATH 44NIG:s L,4�OUT ,AND ENDWALL 5RACING FOR G,45LE END FR,4l-llN6x SECURE 2x TO BLOCK W/ (2) 1' TAPCONS OR a dl I DRIVE PIN ! (MIN 814ANK SIZE .145) (MIN EMBED. 1 J") ol WITHIN a' OF EACH a END AND 18" O.C. MAX m LL SPACING. j' O.S.5. SHEATHING OR GDX PLYWOOD 2x4 BLOCKS ' CMU WALL 6 ARCH WINDOW FRAME A SECTION SCALE: 1/2' NOTE.- TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT RE=QUIRED EXCEPT 9 OPENINGS V RING SHANK GUN NAILS a 4' O.0 TOP 4 BOTTOM EDGES a dl I ! 0 z N 0. ol . . . . . . . . . . . i, w Q z d) PRE, cwir_nicc�cr. IIT�� IIRU��W MTS - 2X4 BTM. PLA' z' c PRE TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16' O.G. 1/16" 08.5. 1/2' A.B. W/ MIN. I" EMBEDMENT LOCATE 6"-8" FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 8' CMU WALL KNEE WALL DETAIL 2 SCALT40 E: 1BLOU /2' =1 V-4 2X4X4' SE=CURE TO TRUSS W/ 3-12d O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE TO BLK W/ META -16 2'-0" EXT] SCALE: 1/2"=1'-0' C 0 8 RING SHANK GUN NAILS 6" O.G. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) COb V DECK SCREWS is 6"-8' O.G. MAX m EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF BUB -FLOOR SHEATHING TYP. 3/4" TOG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRUSS DSL. 2X TOP PLATE -1/116" 0.8.5. 2X BLOCKING a TOP OF 1/16' O.S.5. 2X STUDS 16" O.C. MAX. 2X BTM. PLATE Q 3/4' FLOOR DECKING Lu PRE- ENGINE=ERED FLOOR TRUSS co 2x4 a TOP 4 BOTTOM CONT. HETA-16 BLK. WALL O CONTINUOUS SHEATHING TO BEGIN AT TOP OF 5LK. W/ 1/4" GAP FROM BLK. t0 O.S.B. O HORIZONTAL 2'X S.P.F. STRUCTURAL BLOCKING At PERIMETER OF O.S.B. t0 PROVIDE CONT. NAIL PATTERN Q RE=MAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING a TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHE=ET BELOW Q INSTALL ALL SHEETS W/FAGE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/2"=1'-0' A R C H I T E C T S Desi n Grou �n�. 41 N. RONALD REAGAN BLS LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 V~.abdesigngroup.com AA #: 0003325 h a dl I ! 12 101 z N 0. =0 O d) PRE, cwir_nicc�cr. IIT�� IIRU��W MTS - 2X4 BTM. PLA' z' c PRE TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16' O.G. 1/16" 08.5. 1/2' A.B. W/ MIN. I" EMBEDMENT LOCATE 6"-8" FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 8' CMU WALL KNEE WALL DETAIL 2 SCALT40 E: 1BLOU /2' =1 V-4 2X4X4' SE=CURE TO TRUSS W/ 3-12d O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE TO BLK W/ META -16 2'-0" EXT] SCALE: 1/2"=1'-0' C 0 8 RING SHANK GUN NAILS 6" O.G. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) COb V DECK SCREWS is 6"-8' O.G. MAX m EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF BUB -FLOOR SHEATHING TYP. 3/4" TOG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRUSS DSL. 2X TOP PLATE -1/116" 0.8.5. 2X BLOCKING a TOP OF 1/16' O.S.5. 2X STUDS 16" O.C. MAX. 2X BTM. PLATE Q 3/4' FLOOR DECKING Lu PRE- ENGINE=ERED FLOOR TRUSS co 2x4 a TOP 4 BOTTOM CONT. HETA-16 BLK. WALL O CONTINUOUS SHEATHING TO BEGIN AT TOP OF 5LK. W/ 1/4" GAP FROM BLK. t0 O.S.B. O HORIZONTAL 2'X S.P.F. STRUCTURAL BLOCKING At PERIMETER OF O.S.B. t0 PROVIDE CONT. NAIL PATTERN Q RE=MAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING a TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHE=ET BELOW Q INSTALL ALL SHEETS W/FAGE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/2"=1'-0' A R C H I T E C T S Desi n Grou �n�. 41 N. RONALD REAGAN BLS LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 V~.abdesigngroup.com AA #: 0003325 h w w V W � o Z h 0 LlU SLTBDIV. & LOT: TUSCA PLACE NORTH LOT #1024 PROJECT# 1'03.00 MODEL: 2199" GAIRAGE SW114G: RIGHT PAGE: MIS C . DETAILS ARCHITECT STATE OF FLORIDA G 6 1C" fl PF�rI'T DATE: 10 2 5 10 SCALE: 1/4"=1'-0" SHEET 1) 2 Oirl 10 -11 F15ERGLASS SHINGLES 2x4 BLOCKING 5ETWEEN2x4 BLOCKING BETWEEN OVER 1*15 FELT PAPER ON TRUSSES AT FIRST TWO BA`T'S FIBERGLASS SHINGLES TRUSSES AT FIRST TWO BAYS O.S.B. SHEATHING OR4'-0" O.C. (AT SHEATHING OVER #15 FELT PAPER ON 4'-0" O.G. CAT SHEATHING CDX PLYWOOD SECUREDSE,gMS) 16 0.5.5. SHEATHING OR SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG GABLE TRUSS —PRE -ENG GABLE TRUSS PER NAILING SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE2x4 NAILER MTL. DRIP EDGE A CONT_ 2x4 RAT RUN SECURED W/ (2) FIBERGLASS SHINGLES 2x4 SUB -BAND 126's a EACH TRUSS CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND TO BE INSTALLED s MID. POINT OF OVER #15 FELT PAPER ON ALUM. SOFFIT W/ (2)126's a EACH TRUSS ALUM. SOFFIT TRUSS SPAN OR 10'-0" O.C. MAX. O.S.B. SHEATHING OR STIFFBACIG AT ALL UPRIGHTS TO BE INSTALLED a MID. ' CDX PLYWOOD SECUREDOVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STIFFBACK AT ALL SEE ENERGY CODE FORMS PER NAILING SCHEDULE SEALED ENG. FOR SIZE 4 10'-0" O.C. MAX. UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES. .. CONDITION.) HIGH (SEE SEALED ENG. J" GYPSUM BOARD OR ° SEE ENERGY GODS FORMS FOR SIZE � CONDITION.) NIGH STRENGTH CLG. PRE -ENG TRUSS SEE ENERGY CODE FORMS O.S.B. SHEATHING OR FOR INSULATION R -VALUES. 1.. FOR INSULATION R -VALUES. 1-1 O_S.B. SHEATHING OR 2 BOARD MTL. DRIP EDGE CDX PLYWOOD. ATTACHED I" GYPSUM BOARD OR �" CDX PLYWOOD. ATTACHED 8" GYPSUM BOARD OR I" HIGH PER NAILING SCHEDULE ON 2 2x4 NAILER STRENGTH CLG. BOARD SHEET DS HIGH STRENGTH CLG. PER NAILING SCHEDULE ON 2x4 a 24" O.C. a INTERIOR 2x4 SUB -BAND BOARD SHEET D5 KNEE WALL VENTED ALUM. SOFFIT CONC. FILLED LINTEL BLK 7/S�� THICK, 3 COAT CEMENT GONG. FILLED LINTEL BLK -� W/ (1)5 RE5AR CONTINUOUS PLASTER OVER GRADE W/ (1) 05 RE5AR CONTINUOUS �8 THICK, 3 GOAT GEMENT PLASTER OVER GRADE CONC. FILLED LINTEL BLK EMBED. STRAP VERIFY W/ PRECAST LINTEL "D" FELT PAPER BACK R-4.2 BATT. INSUL. "D" FELT PAPER BACK W/ (1) 05 RE5AR CONTINUOUS METAL LATH OVER METAL LATH OVER TRUSS PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS OR GRADE "D" FELT �-- WINDOW ATTACHMENT AS '"THICK, 2 GOAT GEMENT PER MANUFACTURESPAPER PER MANUFACTURES PAPER' PER MANUFACTURES PLASTER APPLIED 7,SPECIFICATIONS WEEP SCREED SPECIFICATIONS WEEP SCREED SPECIFICATIONS DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) PRECAST SILL (1) 05 RE5AR VERTICALLY SECURE GABLE TO 2x(o P.T. (1) "5 RE5AR VERTICALLY SECURE GABLE TO 2x6 P.T. (1) 05 RE5AR VERTICALLY �.-- W/ CONC. POUR CELL PLATE W/ 126's 5" O.G. MAX -- W/ CONC. POUR CELL PLATE W/ 12d's all O.G. MAX — W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x(o P. PLxro TATE TO 1x2 P.T. FURRING STRIPS SECURE 2PT. PLATE TO Ix2 P.T. FURRING STRIPS �° , �` a 1�O" 0. C. BLK W/ '"x9" ANCHOR BOLT W/ a 1(0" O.C. LK W/ '"x9" ANCHOR BOLT W/ a 1(0" O.C. 2" WASHER SET IN SIMPSON " 2" WASHER SET IN SIMPSON ,,.--- 8 GMU a '� S CMU --- S" GMU I HIGH STRENGTH EPDXY i" HIGH STRENGTH EPDXY 1/2 GYP. WL. 5D. 1/2 GYP. WL. BD. 1/2 GYP. WL. BD. WOOD BASE EMBED. MIN. a 32" OG MAX. �`_��_ WOOD BASE EMBED. MIN. a 32" OC MAX. WOOD BASE Q a A N a"THICK, 2 COAT CEMENT a: 2"THICK, 2 COAT CEMENT °. o -- ,--- 7N PLASTER APPLIED PLASTER APPLIED a ° } a a DIRECTLY TO MASONRY° 000, DIRECTLY TO MASONRI' m ° ° m ° a �.• a a •' • 4 �•--ter-• a 4 4 1- STORY GABLE 1- STORY 1 -STORY GABLE W/ VAULT CLG. BLOCK WALL 1A BLOCK WALL 1B BLOCK WALL SCALE: 3/4"=V-0` SCALE: 3/4`=V-0" SCALE: 3/4"=I'-0" 2X4: ® 2X4: ® 2X4: CM SECURE TO BLOCK W/ �(`' SECURE TO BLOCK W/ %% SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MM. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 14") MIN EMBEDMENT 1 Y4') WITHIN 8" OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 18' O.G. MAX SPACING. 18' O.G. MAX SPACING. a' GMU 2X6: ® 2k6: ® 2X6' ® NOTE: STRUCTURAL 2X MUST Y,' DRYWALL SECURE t0 BLOCK W12-%' NOTE: STRUCTURAL 2k MUST SECURE t0 BLOCK W/2-11WSECURE t0 BLOCK W/1-1/4, BE ON OUTSIDE < SECURED 1"X4' OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL 1x4 P.T. OR 6/4'X4' MIN. SECURE MIN. HEAP SfZE 300 % TAPCON MIN. 1-Y4' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 MI6" TAPCON MIN 1-Y4" THRU FRAME 4 EXTEND 1-Y4' MIN. EMBEDMENT 1)'4') EMBEDMENT INTO BLOCK MIN, EMBEDMENT 1 Y4") W6' TAPCON MIN. 1-Y4' MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK. INTO BLOCK W/ %.' TAPCONS WITHIN S" OF EACH END aWITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 „ OR DRIVE PIN 1S' O.G. MAX SPACING. S' CMU 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. a" GMU -I/1�„ O.S.B. OR GDX (MIN. SHANK SIZE .145 J�' DRYWALL 8” CMU DRYWALL T1'VEK BUILDING WRAP MIN. HEAD SIZE .300 2Xa: ® WA I"X4' OR I'X2' P.T. NAILER 2Xa: ® A' DRYWALL 2k8: MIN. EMBEDMENT 1-Y4" SECURE TO BLOCK W/2-%' SECURE t0 BLOCK W/2-346' SECURE t0 BLOCK W/1-1/4' I'X4' OR I'X2' P.T. NAILER WITHIN 8' OF EACH END 4 18' TAPCONS OR DRIVE PIN 3f6' O.S.B. X 4' MIN. TAPCONS OR DRIVE PIN I X4 OR I X2 P.T. NAILER TAPCONS OR DRIVE PIN 3(6' D.S.B. X 4" MIN. PAPER BACK O.C. MAX SPACING (MIN. SHANK SIZE .145 ``----DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 POOR CASING MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 GALV D MTL. LATH DOOR CASING MIN. EMBEDMENT 1 Ya') DOOR JAMB OR WINDOW MIN. EMBEDMENT 1,V4DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TU 2X PER WITHIN S' OF EACH END 4 ATTACH t0 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER TEXTURED ATTACH t0 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. 1S' O.G. MAX SPACING. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. MANUFACTURES DETAILS. FINISH 6 WOOD MANUFACTURES DETAILS. WOODWEEP SCREED NOTE: SHIM `AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") CONSTRUCTION DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/1,6" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16" (L WINDOW TO BLOCK +3 4 OR +5 4 WINDOW TO BLOCK +1-15 16 WINDOW TO BLOCK +3 WINDOW TO BLOCK +3-7/16" z A C E SCAL[=: ,'=,'-m' `.' SCALE: cv ,� SCALE: I =1 -0 SCALE: 1 - I -0 < 2X4: ® 2X4: ® 2X4: ® 2X4: CM S" CMU SECURE TO BLOCK W/ X16' SECURE TO BLOCK W/ )ib' SECURE t0 BLOCK W/,' SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1/2" TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 FIN1 H MASONRY MIN. EMBEDMENT 1,49 MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1)14") NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT 1 Y4') WITHIN S' OF EACH END 4 WITHIN S" OF EACH END 4 WITHIN S' OF EACH END 4 BE ON OUTSIDE 4 SECURED WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 18' O.G. MAX SPACING. 18' O.C. MAX SPACING. THROUGH NON-STRUCTURAL I8' O.C. MAX SPACING. 2X6: ® 2X6: ® 34" ' 2X6: CEM 2X6: ® g, TAPCON MIN. 1-Y4 SECURE t0 BLOCK W/2-3{6: SECURE t0 BLOCK W/2-%' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-4' EMBEDMENT INTO BLOCK SECURE TO BLOCK W/1-1/4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 a" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED MIN. HEAD "SIZE 300 MIN. HEAD SIZE 300 �� TAPCON MIN. 1-Y4' MIN. HEAD SIZE 300 12' DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL WEEP P C EED MIN. EMBEDMENT 1 Y4) MIN. EMBEDMENT 1 Y4) EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4") I'X4' OR 1'X2' P.T. NAILER MIN. EMBEDMENT 1 Y4') %" TAPCON MIN. I -Y4' WOOD S' OF EACH END 4 WITHIN S" OF EACH END 4 a" GMU WITHIN S" OF EACH END 4 WITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK �/�] DETAIL d V O D T O 18' O.G. MAX SPACING. 8' CMU DRYWALL 18' O.G. MAX SPACING. 18' O.G. MAX SPACING. 2ND 2X SECURE TO 18' O.G. MAX SPACING. STRUCTURAL MEMBER W/(2)12d 8" CMU �'v 2X8: ® �� 2X8: ® � 2X8: ® 15" DRYWALL LOCK CONNECTION Ii' DRYWALL 2XS' ® I X4 OR I'X2' P.T. NAILER WITHIN S OF EACH END 4 6 SECURE t0 BLOCK W/1-1/4` SECURE t0 BLOCK W/1-�(6' , , SECURE t0 BLOCK W/2-3{6' SECURE t0 BLOCK W/2-3(6' �� , 1 X4 OR 1X2 P.T. NAILER --I'P.T. X 4 MIN. TOS O.C. MAX I X4 OR I X2 P.T. NAILER TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN SCALE: 1 1/2"=I' -0'l (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 1' P.T. X 4' MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR JAMS OR WINDOW DOOR CASING MIN. EMBEDMENT 1 Y4") ATTACH t0 2X PER MIN. EMBEDMENT 149 ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4") ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4') WITHIN 8" OF EACH END 4 WITHIN S" OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN S' OF EACH END 4 DOOR JAMB OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER 18" O.G. MAX SPACING. IS' O.G. MAX SPADING. 18' O.G. MAX SPACING. 18" D.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +1-1 2" WINDOW TO BLOCK +2 1/4' WINDOW TO BLOCK +3" H WINDOW TO BLOCK +3 21/ 4" SCALE: 1' =1'-0' SCALE: 1' =1' -0" SCALE: 1' =1' -m" R C H IT E C T 5 Desi n G rou Inc. N. RONALD REAGAN E .ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 vw.abdesigngroup.con AA #: 0003325 h w w UJ d p _ � O z A 0 0 A � m SVHDIV. & LOT: TUSCA PLACE NORTH LOT #102-4 PROJECT# 1703.00- M. MODEL: „2190„ GARAGE 3 WING: RIGHT PAGE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES' rARCHITECT: STATE OF FLORIDA rm 2 6 SID JA S CANTWELL R NO 12079 PAiDA' E: 10/25/10 SCALE: 1/4"=1'-0" SHEET 1) 3 O Fl 0 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER #15 FELT PAPER ON OVER #15 FELT PAPER ON 2x� BLOCKING BETWEEN . . x/16" OS.BSHEATHING OR " TRUSSES AT FIRST TWO BAYS �" O.S.B. SHEATHING-: OR - 4'-0 O.G. CAT SHEATHING CDX PLYWOOD SECURED CDX PLYWOOD SECURED PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS) PRE -ENG TRUSS I EDGE PRE -ENG GABLE TRUSS r i MTL- DRIP SEE ENERGY CODE FORMS 2x4 SUB -BAND CONT. 2x4 RAT RUN SECURED MTL. DRIP EDGE --�� W/ (2) 126's a EACH TRUSS FOR INSULATION R -VALUES. ALUM. SOFFIT 2x4 SUB -BAND s" GYPSUM BOARD OR2" STIFFBACK AT ALL VENTED ALUM_ HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10 SOFFIT BOARD HIGH (SEE SEALED ENG. DOUBLE TOP PLATE TWIST STRAP VERIFY W/ FOR SIZE CONDITION) SEE ENERGY CODE FORMS TRUSS PLAN SECURE 2x4 PLATE TO FOR INSULATION R -VALUES. WINDOW HEADER SIZE" 3 VARIES PER WINDOW WALL W/ Sx6" THRU-BOLTS OPENING SEE HEADER 32" O.C. MAX THEN S" GYPSUM BOARD OR SPAN CHART FOR SECURE GABLE TO 2x4 HIGH STRENGTH CLG. DETAILS WINDOW ATTACHMENT AS PLATE W/ 126's S" O.G. MAX BOARD PER MANUFACTURES OR 16 O.S.B. SHEATHING OR 2° SPECIFICATIONS SECURE GABLE TO DBL DOUBLE TOP PLATE CDX PLYWOOD. TOP PLATE W/ SIMPSON ATTACHED PER NAILING WINDOW SILL HTC4 1@ 24" O.C. MAX SCHEDULE ON SHEET DE% 2x STUDS -8 16" O.C_ MAX W/ WINDOOW HEADER SIZE WINDOW ATTACHMENT AS s R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER 7/s" THICK 3 COAT CEMENT OPENING SEE HEADER SPAN SPECIFICATfONS PLASTER OVER GRADE" T 4 G SUBFLOOR GLUED CHART FOR DETAILS WINDOW SILL "D" FELT PAPER BACK AND NAILED AS PER NAILING SCHEDULE O_S.k3. S1-4EATHfNC OR 2x STUDS a 1(o" O.C. MAX W/ METAL LATH OVER CDX PLYWOOD. APPROVED HOUSE WRAP ATTACHED PER NAILING R-11 BATT_ INSUL_ MIN. OR GRADE "D" FELT r SCHEDULE ON SHEET D5�---4" T 4 G SUBFLOOR GLUED PAPERAND NAILED AS PER NOTE: SHEATHING MUST THICK, 3 COAT CEMENT. PLASTER OVER GRADE NAILING SCHEDULE NOT BREAK 1'-0" MIN. "D" FELT PAPER BACK FROM 2ND FLR LINE METAL LATH OVER 2x4 CONT. TOP AND PRE -ENG FLOOR TfizUSS APPROVED HOUSE WRAP BT. OF FLR TRUSS (TOP (INSTALL PER MFG. SPECS.) OR GRADE "D" FELT 2x4 SUPPORTS BT GYPSUM BOARD OR PAPER PLATE OF 2ND FLR, BT. HIGH STRENGTH CLG. 2x4 IS FOR WALL -ENG FLOOR TRUSS BOARD NOTE: SHEATHING MUST PRE NOT BREAK 1'-0" MIN. (INSTALL PER MFG. SPECS.) SHEATHING NAILER) CONC. FILLED. LINTEL BLK FROM 2ND FLR LINE 5-" GYPSUM BOARD OR I" WEEP SCREED W/ (1) *5 REBAR CONTINUOUS HIGH STRENGTH CLG. IEEE DETAIL 2A) R-4.2 BATT. INSUL. 2x4 CONT. TOP AND BOARD BT. OF FLR TRUSS (TOP EMBED. STRAP VERIFY PRECAST LINTEL 2x4 SUPPORTS BT WINDOW ATTACHMENT LONG. FILLED LINTEL BLK T AS W/ TRUSS PLAN PLATE OF 2ND FLR, BT. W/ (1) S REBAR CONTINUOUS PER MANUFACTURES 2x4 IS FOR WALL SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL z"THICK, 2 COAT CEMENT PRECAST SILL WINDOW ATTACHMENT AS PLASTER. APPLIED (1) *5 REBAR VERTICALLY WEEP SCREED VL PER MANUFACTURER DIRECTLY TO MASONRY W/ CONC. POUR CELL (SEE DETAIL 2A) SPEC IF[CATIONS 1x2 P.T. FURRING STRIPS _----PRECAST SILL JA 16" O.G. EM�3ED. STRAP VERIFY .---' (1) 05 REBAR VERTICALLY STORY W/ TRUSS PLAN W/ GONG. POUR CELL S CMU _ FIRST FLOOR a � 1..THI1x2 P.T. FURRING STRIPS I/2 GYP. WL. BD. 2 CK, 2 COAT CEMENT BLOCK SECOND �-- WOOD BASE PLASTER APPLIED e 16" O.C. FLOOR FRAME DIRECTLY TO MASONRY I all cMU SCALE: 3/4°=1'-0° — STORY GABLE 1/2° GYP. WL. BD. g � WOOD BASE FIRST FLOOR �—a--- BLOCK SECOND 4 4 M =- 4 4 FLOOR FRAME 4 1A SCALE: 3/4`=I'-0" 4 d O.S.B. SHEATHING OR CDX 2x STUDS 16" O.C. MAX W/ PLYWOOD. ATTACHED PER R-11 BATT. INSUL. MIN. NAILING SCHEDULE ON SHEET R STUDS -11 BATT. INSUL. MIN. 16" O.G. MAX W/ 1116" O.S.B. OR ° GDX R " T 4 G SUBFLOOR GLUED5 3i T G SUBFLOOR GLUED TYVEK BUILDING WRAF AND NAILED AS PER _; s THICK, 3 COAT GEMENT PAPER BACK PLASTER APPLIED TO METAL AND NAILED AS PER GALV'D 1"ITL. LATH NAILING SCHEDULE LATH OVER 2 LAYERS OF NAILING SCHEDULE GRADE D BUILDING PAPER �/8" TEXTURED .' FINISH a WOOD OR PAPER BACKED LATH WOOD WEEP SCREED OVER AN APPROVED HOUSE UCTIDN WRAP �; CONSTR' �< RIM BOARD ( INSTALL PER J r. PRE -ENG TJ FLOOR TRUSS MFG. SPECS.) PRE -ENG TJ FLOOR TRUSS all GMU WEEP SCREED " GYPSUM BOARD OR 1/2" TEXTURED s" GYPSUM BOARD OR (SEE DETAIL 2A) ST ENGTH CLG. BOARD EMBED. STRAP VERIFY HIGH STRENGTH CLG. FINISH 1'1ASONRY HIGH R BOARD SfMPSON HETA-16 EMBED. W/ TRUSS PLAN (PAD STRAP 32" O_G. MAX VERIFY WHERE NEEDED) CONC. FILLED LINTEL BLK W/ TRUSS PLAN "THICK 2 COAT CEMENT W/ (1) REG AR CONTINUOUS PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY DETAIL @�) WOOD TO FLOOR CONNECTION AT PARALLEL/ 2PERPENDICULAR PRE— ENG FLOOR TRUSS LOCK CONNECTION SCALE: 3/4 -1 -0 SCALE: 1 1/2"=1'-0" A R C H ITEC TS Desi G rou 12. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 STJI3Drv. & IAT: TUSCA PLACE NORTH- LOT ORTH_LOT #1024 PROJECT# 1"03.00 MODEU. "2199" GARAGE SWING: RIGHT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT STATE OF FLORIDA Tn6 201 IDICTE: 10/25/10 SCALE: 1/4"=1'-0" SHEET 1) 4 Ori 6 w w w �. 0 0 u e Q STJI3Drv. & IAT: TUSCA PLACE NORTH- LOT ORTH_LOT #1024 PROJECT# 1"03.00 MODEU. "2199" GARAGE SWING: RIGHT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT STATE OF FLORIDA Tn6 201 IDICTE: 10/25/10 SCALE: 1/4"=1'-0" SHEET 1) 4 Ori 6 FIBERGLASS SHINGLES FI5ERGLA55 SHINGLES OVER #15 FELT PAPER ON OVER "'15 FELT PAPER ON 2x4 BLOCKING BETWEEN -1/16" 0.5.5. SHEATHING OR �° =77r TRUSSES AT FIRST TWO BAPS O.S.B. SHEATHING OR 4'-0' O.G. (AT SHEATHING CDX PLYWOOD SECURED CDX PLYWOOD SECURED PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS) PRE -ENG TRUSS 1" ITL. DRIP EDGE PRE -ENG GABLE TRU55 SEE ENERGY CODE FORMS 2x4 SUB -BAND CONI. 2x4 RAT RUN SECURED MTL. DRIP EDGE FOR INSULATION R -VALUES. ALUM. SOFFIT W/ l2) 12d's a EACH TRUSS 2x4 SUB -BAND s" GYPSUM BOARD OR2" 5TIFF5AGK AT ALL VENTED ALUM. HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" SOFFIT BOARD NIGH (SEE SEALED ENG. DOU5LE TOP PLATE TWIST STRAP VERIFY W/ FOR SIZE 4 CONDITION) I SEE ENERGY CODE FORMS TRU55 PLAN SECURE 2x4 PLATE TO FOR INSULATION R -VALUES. WINDOW HEADER 51ZE WALL W/ S"x6" THRU-BOLTS VARIES PER WINDOW 32 "O.C. MAX THEN" GYPSUM BOARD OR 11OPENING SEE HEADER s SPAN CHART FOR SECURE GABLE TO 2x4 HIGH STRENGTH CLG. DETAILS WINDOW ATTACHMENT AS PLATE W/ 12d's S" O.C. MAX OR BOARD MANU 16 0.5.5. SHEATHING OR 2" PPE PER MACIFNUTIONSFACTURES SECURE GABLE TO DBL DOUBLE TOP PLATE CDX PLYWOOD. TOP PLATE W/ 51MP50N ATTACHED PER NAILING WINDOW SILL HTC4 e) 24" O.C. MAX SCHEDULE ON SHEET D5. 2x 5TUD5 G 16" O.C. MAX W/ WINDOOW HEADER SIZE WINDOW ATTACHMENT AS R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER Ys" THICK COAT CEMENT OPENING SEE HEADER SPAN SPECIFICATIONS PLASTER OVER GRADE 4" T G SUBFLOOR GLUED CHART FOR DETAILS WINDOW SILL FELT PAPER BACK AND NAILED A5 PER OVER NAILING SCHEDULE O.S.S. SHEATHING OR 2x STUDS 6 16" O.C. MAX W/ METAL LATH ER CDX PLYWOOD. R-11 BATT. INSUL_ MIN. APPROVED HOUSE WRAP ATTACHED PER NAILING OR GRADE "D" FELT SCHEDULE ON SHEET D5 ---" T 4 G 5U5FLOOR GLUED PAPER/s" THICK, 3 COAT CEMENT AND NAILED AS PER NOTE: SHEATHING MUST PLASTER OVER GRADE NAILING SCHEDULE NOT BREAK 1'-0" MIN. "D" FELT PAPER BACK FROM 2ND FLR LINE METAL LATH OVER PRE -ENG FLOOR TRUSS APPROVED HOUSE WRAP 2x4 CONT. Q TOP AND ( INSTALL PER MFG. SPECS.) 5T. OF FLR TRUSS (TOP OR GRADE "D" FELT 2x4 SUPPORTS BT'S GYPSUM BOARD OR PAPER PLATE OF 2ND FLR, BT.HIGH STRENGTH CLG. NOTE: SHEATH INCA MUST PRE -ENG FLOOR TRU55 2x4 15 FOR WALL BOARD SHEATHING NAILER) CONC. FILLED LINTEL BLK NOT BREAK 1'-0" MIN. (INSTALL PER MFG. SPECS.) III C (1) FILLED LRE5AR CONTINUOUS FROM 2ND FLR LINE s GYPSUM BOARD OR 2 WEEP SCREED R-4.2 BATT. IN5UL. 2x4 CONT. a TOP AND HIGH STRENGTH CLG. (SEE DETAIL 2A) BT. OF FLR TRUSS (TOP 50ARD EMBED. STRAP VERIFY PRECAST LINTEL 2x4 SUPPORTS BT GONG. FILLED LINTEL 5LK W/ TRUSS PLAN WINDOW ATTACHMENT AS PLATE OF 2ND FLR, 5T. W/ (1) *5 RE5AR CONTINUOUS PER MANUFACTURES 2x4 IS FOR WALL SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL "THICK, 2 COAT CEMENT PRECAST BILL WINDOW ATTACHMENT AS PLASTER APPLIED (1) 05 RE5AR VERTICALLY WEEP SCREED PER MANUFACTURER DIRECTLY TO MA50NRY W/ CONC. POUR CELL (SEE DETAIL 2A) SPECIFICATIONS 1x2 P.T. FURRING STRIPS PRECAST SILL 16" O C EMBED. STRAP VERIFY C1) RE5AR VERTICALLY 2—STORY W/ TRUSS PLAN S" CMU _ W/ CONC. POUR CELL FIRST FLOOR e 1x2 P.T. FURRING STRIPS 1/2 GYP. WL. 5D. THICK, 2 COAT CEMENT PLASTER APPLIED BLOCK SECOND �— WOOD BASE _--- -�- 1( 11 O.C. FLOOR R AM E DIRECTLY TO MASONRY S" cMu SCALE: 3/4"=V-0"2—STORY GABLE 1/2" GYP. WL. BD. 9WOOD BASE FIRST FLOOR BLOCK SECOND 4 a M to a 4 4 FLOOR FRAME 4 Aa SCALE: 3/4"=I' -0l' 4 • ° 4 0 0 4 O.S.B. SHEATHING OR Z" GDX 2x STUDS 6 16" O.C. MAX W/ PLYWOOD. ATTACHED PER R-11 BATT. IN5UL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS a 16" O.G. MAX W/ -1/16" 0.5.5. OR CDX G PUB�LOOR GLUED D5 R-11 BATT. INSUL. MIN. �T TYVEK BUILDING WRAF AND NAILED AS PER i"THICK, 3 COAT CEMENT T 4 G 5U5FLOOR GLUED PAPER BACK NAILING SCHEDULE PLASTER APPLIED TO METAL AND NAILED AS PER GALV'D MTL. LATH LATH OVER 2 LAYERS OF NAILING SCHEDULE GRADE D BUILT ING PAPER /8" TEXTURED FIN 15H s WOOD OR PAPER BACKED LATH WOOD WEEP SCREED OVER AN APPROVED HOUSE WRAP CONSTRUCTION OL 2x4 CONT. -s TOP AND 5T. OF - z q FLR TRU55 (TOP 2x4 -� SUPPORTS BT PLATE OF 2ND PRE -ENG FLOOR TRUSS FLR, BT. 2x4 15 FOR WALL PRE -ENG FLOOR TRUSS S" CMU SHEATHING NAILER) �" GYPSUM BOARD OR 1/2" TEXTURED SIMP50N HETA-16 EMBED. FINISH -s MASONRY WEEP SCREED HIGH STRENGTH CLG. STRAP 632" O.G. MAX VERIFY W/ TRUSS PLAN (SEE DETAIL 2A) BOARD EMBED. STRAP VERIFY GYPSUM BOARD OR I" W/ TRUSS PLAN LONG. FILLED LINTEL BLK W/ (1) 05 RE5AR CONTINUOUS HIGH STRENGTH CLG. BOARD 1"THICK, 2 COAT CEMENT LLT�I— PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY DETAIL Ca) TO FLOOR CONNECTION AT PARALLEL/ PERPENDICULAR PRE—ENG FLOOR TRUSS LOCK CONNECTION " SCALE: 1 1/2"=V-0" A R C H IT E C T S /Design Grounc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 T- SUID3DIv. & LOT: TUSCA PLACE NORTH_ LOT #1024 PROJECT# 1`03.00 MODEL: "2199„ GARAGE S'W'ING: RIGHT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA aiITT 10/25/10 SCALE: 1/410 =1' —Opp SHEET J)A Orl . w w a 0 w � 0 � Q � U z q U 0 m SUID3DIv. & LOT: TUSCA PLACE NORTH_ LOT #1024 PROJECT# 1`03.00 MODEL: "2199„ GARAGE S'W'ING: RIGHT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA aiITT 10/25/10 SCALE: 1/410 =1' —Opp SHEET J)A Orl *NOTE: NAIL SHEATHING TO ALL 2X AS PER EXT. SHEATHING NAILING, Sol 4" O.C. MAX 6 EDGES 4 ro"-S" O.G. MAX IN THE FIELD PRECAST HEADER(MIN) 2 X 4 (MIN 2 X 3)1-3/lib TAPCON �— CONT. 2x4 SPF RAT RUN 1 DBL. TOP PLATE OR DRIVE PIN (MIN 844ANK SIZE.145 MIN HEAD SIZE .300 SECURE 2 X RIP TO FIT MIN HEAD SIZE 300 DBL. TOP PLATE W/2-12dS 6"-8' O.C. MAX. MIN EMBEDMENT 1 1/4') 2X4 16' O.G. MAX. 1/8" TEXTURED FINISH 8" FROM EACH END AND 18"j4— 1/8" TEXTURED FINIBH x/16" OSB SHEATHING O.G. MAX. MIN 1-1/4' EM5EDMENT#:.E_6 2x DOUBLE TOP PLATE HIGH STRENGTH CLG. 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON$2 NOTE: BOARD (WHENIOVER 16'AIN HIEGHT.) OR DRIVE PIN (MIN SHANK SIZE.145tu,SECURE E 2 ZX4 W/ 2-3i(�" 2 X 4 (WHEN OVER 16" IN HIEGHT.) MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") TAPCONS DRIVE PIN I/4" TEMPERED MA50NITE 8' FROM EACH END AND IS' (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. GLUE 4 NAIL W/Sd'S 8'-12" O.C. D.C. MAX. MIN 1-1/4' EMBEDMENT EM5EDMENT 1)14' W/IN 8" IF NEEDED. 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON EA. END NOT t0 EXCEED 5T. PLATE 2 X SOLID 5LK'G 6 ARCH OR DRIVE PIN (MIN SHANK SIZE.145 IS' OC. MAX SECURE W/2 -12d EACH END MIN HEAD SIZE .300 2X4 SOLID 51-OCKING— MIN EMBEDMENT 1 1/49 -8 2X4 P.T. MIN EMBEDMENT 1 1/49 SECURE TO SHEATHING W/ 8' FROM EACH END AND 18" ATTACHMENT PER 8' FROM EACH END AND 18' MIN. 2-126 PER 5LKC EA. END MANUFACTURER'S SPEC'S. MANUFACTURER'S 5PEC'S. O.C. MAX. MIN 1-1/4' EMBEDMENT 7/16' OS5 SHEATHINGMTL ZX4 SOLID OR PLYWOOD16' WDW FRAME CMU WALL BLOCKING SECURE O.. NOTE: NO GAP a WDW FRAME ARCHWAY DETAIL TO SHEATHING WITH t0 EXCEED 1/4" ARCHWAY DETAIL MIN. 2-12d PER 5LK. EXTERIOR ARCHWAY ARCHWAY DETAIL 16" AND UNDER EA. END WITH WINDOWCUTAWAY A 1 SCALE: 1/2 -1 0 SCALE: I/2 1 0 SCALE: 1/2'= 1 0 , DBL. TOP PLATE 2X4 16' O.C. MAX, SECURE 2X4 t0 WOOD W/2-126 6 6"-8' O.C. STAGGERED SECURE 2X4 W/ 2-34t,' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4' W/IN 8' EA, END NOT TO EXCEED 18' O.C. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER BLK EA. END 3 EXTERIOR ARCHWAY SCALE: I� 4- O.S.S. ORA' PLYWOOD SHEATHING 2� 415 BLDG. FELT 24' WIDE 26 GA. GALVANIZED METAL FLASHING MUST ADD D1910, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. �5 FIBERGLASS SHINGLES PRFTAB TRUSS 1/2' CLG. BOARD 4 TEXT. SIMPSON SP4J F2X4 DBL. TOP PLATE a EVERY 1/2" DRYWALL OTHER STUD 2X4 WOOD STUDS ®ib' O.G., U.N.O. ON TRUSS PLAN 2X4 CONT. STRESS BLOCKING MID -WALL 2X4 PT. PLATE SIMPSON SP4 g 32' O.G. MAX 1/2'X9" A.B. 32' O.G. 1" EMBEDMENT Qa ° a � GONG. BLAB 2 +'5's CONT. 1—STORY INT. BEARING WALL SCALE: " NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. PRECAST HEADER(MIN) 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 "---" MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT 2 X 6 (MN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD 512E 900 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' O.G. MAX. MIN 1-1/4' EMSEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 7-1 OR DRIVE PIN (MIN SHANK 81ZE.145 MIN HEAD SIZE 300 1/16' OSB SHEATHING 7 MIN EMBEDMENT 1 1/41) 2X4 16' O.C. MAX. 5"PROM EACH END AND IS' (WHEN OVER 16" IN HEIGHT.) D.G. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BLK EA. END ARC4WAY DETAIL �)_ 16 AND UP SCALE: 1/2 " =1' -0' CLOSED VALLEY FLASHING DETAIL N.T.S. DOUBLE TOP PLATE 2x CONTINOUS 5TRE55 BLOCKING MID WALL 2x STUDS 0 16' O.G. MAX J" t 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 0 32' O.G. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS w 16' O.G. MAX 1/2' GYP. WL. BD. SECURE BT. PLATE TO SLAB W/ 9'x9" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1" EMBED. MIN. SIMPSON SP4 a 32" O.C. MAX INT. 2 -STORY L.B.W. SCALE: 1/2"=P-0' Xa6 pw yzb o- 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON �— CONT. 2x4 SPF RAT RUN 1 OR DRIVE PIN (MIN SHANK SIZE.145 SECURED W/ (2) 12d's a EACH MIN HEAD SIZE .300 TRUSS MIN EMBEDMENT 1 1/49 (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) 8' FROM EACH END AND IS" EXISTING BLK ABY. O.G. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/8" TEXTURED FINIBH OR DRIVE PIN (MIN SHANK SIZE.145 �" GYPSUM BOARD OR 2x DOUBLE TOP PLATE HIGH STRENGTH CLG. MIN HEAD SIZE 300 NOTE: BOARD MTS -12 a EVER STUD 1/16' 088 SHEATHING MIN EMBEDMENT 1 1/49 DIAGONAL BRACE t0 BE ® ANY SPAN 15'-0" OR GRATER REFER TO 2 X 4 16' O.G. MAX. 8' FROM EACH END AND 18' (WHEN OVER 16' IN HEIGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT 30'-1' TO 60'-0' (3) X -BRACE (1) X- BRACE a CENTER AND (2) 2 X 4 (WHEN OVER 16' 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON ATTACHMENT 16' IN HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.145 SCALE: 1/2' = ' 2 X SOLID SLK'G m ARCH MIN HEAD SIZE .300 TO FSC 2001 2R+1T=24"-2S" SECURE W/2 -12d EACH END MIN EMBEDMENT 1 1/49 -8 2X4 P.T. ADJACENT TO EACH OTHER 8' FROM EACH END AND 18" ATTACHMENT PER O.C. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPEC'S. MTL WDW FRAME 1/4' TEMPERI=D MASONITE "NOTE: NO GAP 0 WDW FRAME GLUE 4 NAIL W/8d'S 8'-12' O.G. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL CUTAWAY W B /2' = I'-0' SCALE: 1/2'=I'-0_0'. ASPHALT SHINGLES OVER A 15 FELT ON 1/16' O.S.5. PRE -ENG TRUSSES OR PRE -ENG GABLE TRUSS CONV. FRAMED RAFTERS SPF STIFF5ACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) BESSES AT AMS O BAYSN4'-0' OCG (ATRSHEATHING J' 0.5.8. SHEATHING OR J"-' COX PLYWOOD SECURED PER NAILING SCHEDULE 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RARER W/ MIN*(3)12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS Ix8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS 11 EA. TRUSS` RAFTER TO TRUSS MTS -12 CREATE VOID FOR STRAP PENETRATION - ROOF DECKING OVER PRE -ENG TRUSSES- PRE-ENG. RUSSES-PRE-ENG. TRUSS - ALTERNATE CONNECTION MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES - 10 CONV. FRAMED ROOF SCALE: 1/2 `=1' -0" 0'-0" TO 30'-0" (1) 'X' BRACE 30'-I' TO 60'-0' (3) 'X' 5RACE (1 'X' BRACE 4a CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER • 15 FELT ON x/16' 0.5.8. (2) 2X4 41 SYP DIAGONAIL BRACE --� W/ 3-126 m EA TRUSS C DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10o1 NAILS EA END TO TRU55 SPF ST IFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 1 /16' OSB SHEATHING / USE 86 NAILS At 4' or-. EDGE 4 6' o.c. FIELD 2X4 W/ 3/8' X 5 LAG *32" O.C. MAX:' OR SIMPSON MST -24 G 32' O.G. MAX. SHEATHING NAILING TO BE O.C. IN FIELD 4" O.C.GALL EDGES W/Sd NAILS SCALE: 1/2' =1'-0" FINISH 6 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 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16' O.C. MAX. M 1115 UPLIFT SIMPSOM HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL M 2350 UPLIFT (2) SIMPSOM HT5M20 ONE EA. SIDE OF TRUSS OPPOSITE SIDE OF BLOCK W/10 10d t0 TRUSS AND (4) 1/4' x 2 1/4` TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAPCONS MIN. 2' COVER V APART 12 TRUSS ANCHOR RETROFIT N.T.S. 1211 I FINISH 1 3/4" PLYWOOD WITH AIL 4 12-D COl" MON& WINDER DETAIL LANDING DET NAILED THRU 3/4" FINISH e LANDING--- ANDING PLYWOOD INTO 3/4" PLYWOOD F.F. EACH STRINGER 3-2x12 SYP STRINGER D5L 2X12 2X12 TREAD REINFORCED W/2X4 SPF OR CUT TO FIT W/CONT. BF BEAD OF JOIST 1X5 RISER SU5-FLOOR ADHESIVE 10" LE55 THAN 4" TYP. BETWEEN SPINDLES PL -400 OR SIMILAR 9 �— CONT. 2x4 SPF RAT RUN 1 SECURED W/ (2) 12d's a EACH 1 II TRUSS 2x4 $LOCKING UNpER (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) WALL STUDS SCURE 12d's -0 EACH TRUSS (DIAGONAL BETWEEN TRUSS BAYS W/ X -BRACING TO COVER 5-TRU55ES (3) 12d's EACH END u �" GYPSUM BOARD OR 2x DOUBLE TOP PLATE HIGH STRENGTH CLG. STUDS ® 16' O.C. NOTE: BOARD MTS -12 a EVER STUD DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE. STRINGER, UNTHREADED SHANK DIAGONAL BRACE t0 BE ® ANY SPAN 15'-0" OR GRATER REFER TO 2X4 BT_ PLATE TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-0" (1) X -BRACE OF SUS -FLOOR SHEATHING 30'-1' TO 60'-0' (3) X -BRACE (1) X- BRACE a CENTER AND (2) DORMER BRACE DIVIDED EQUALY FROM CENTER TO END ATTACHMENT 9 GABLE X -BRACING 8 SCALE: 1/2' = ' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RARER W/ MIN*(3)12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS Ix8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS 11 EA. TRUSS` RAFTER TO TRUSS MTS -12 CREATE VOID FOR STRAP PENETRATION - ROOF DECKING OVER PRE -ENG TRUSSES- PRE-ENG. RUSSES-PRE-ENG. TRUSS - ALTERNATE CONNECTION MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES - 10 CONV. FRAMED ROOF SCALE: 1/2 `=1' -0" 0'-0" TO 30'-0" (1) 'X' BRACE 30'-I' TO 60'-0' (3) 'X' 5RACE (1 'X' BRACE 4a CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER • 15 FELT ON x/16' 0.5.8. (2) 2X4 41 SYP DIAGONAIL BRACE --� W/ 3-126 m EA TRUSS C DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10o1 NAILS EA END TO TRU55 SPF ST IFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 1 /16' OSB SHEATHING / USE 86 NAILS At 4' or-. EDGE 4 6' o.c. FIELD 2X4 W/ 3/8' X 5 LAG *32" O.C. MAX:' OR SIMPSON MST -24 G 32' O.G. MAX. SHEATHING NAILING TO BE O.C. IN FIELD 4" O.C.GALL EDGES W/Sd NAILS SCALE: 1/2' =1'-0" FINISH 6 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 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16' O.C. MAX. M 1115 UPLIFT SIMPSOM HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL M 2350 UPLIFT (2) SIMPSOM HT5M20 ONE EA. SIDE OF TRUSS OPPOSITE SIDE OF BLOCK W/10 10d t0 TRUSS AND (4) 1/4' x 2 1/4` TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAPCONS MIN. 2' COVER V APART 12 TRUSS ANCHOR RETROFIT N.T.S. 1211 I FINISH 1 3/4" PLYWOOD WITH AIL 4 12-D COl" MON& WINDER DETAIL LANDING DET NAILED THRU 3/4" FINISH e LANDING--- ANDING PLYWOOD INTO 3/4" PLYWOOD F.F. EACH STRINGER 3-2x12 SYP STRINGER D5L 2X12 2X12 TREAD REINFORCED W/2X4 SPF OR CUT TO FIT W/CONT. BF BEAD OF JOIST 1X5 RISER SU5-FLOOR ADHESIVE 10" LE55 THAN 4" TYP. BETWEEN SPINDLES PL -400 OR SIMILAR 9 1 II 11z EA HORIZONTAL RUN SECURE TREADS TO STRINGER u W/(3)1#5 3" SCREWS a EA m STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUS -FLOOR SHEATHING NOTE: W STAIRS RISERS TO CONFORM TO FSC 2001 2R+1T=24"-2S" (3) 106 CUT NAILS 3/16" MAX. VARIATION IN RI5ER5/TREADS -8 2X4 P.T. ADJACENT TO EACH OTHER SLEEPER INTO 3/S" MAX. VARIATION IN ANY RISER/TREAD SLAB HANDRAIL CIRCULAR CROSS SECTION DIA. TO 5E 1 3/4" +-1/4" OR PROVIDE EQUIVALENT NAND RAIL 1/2" DRYWALL-- 1XIO TRIM -1" NOSING TYP. q GRASPABILITY q1 3STAIR SECTION DETAILS WINDERS- MIN. b" WIDE -0 NARROW END MIN. 11" WIDTH -a 12" FROM NARROW END SCALE: 3/4"=1'-0" 34" MIN_ HANDRAIL HGT_ A R C H IT E C T S Des2Grouo . 1441 N. RONALD REAGAN BLV[ LONGWOOD, FL 32750 PH: 407-774-607-8 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W 0 v W W Q o h 1 � Ct q Z U W 0 A ctl 8VBDIV. 8c LOT: TUSCA PLACE NORTH LOT #1024 PROJECT# 1703.00 MODEL: „2199„ GARAGE 191pING: RIGHT PAGE: MIS(. DETAILS ARCHITECT: STATE OF FLORIDA cICT 20-!q DA": 10/25/10 SCALE: 1/4"=1'-0" SHEET 1) 5 orl R