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2413 Vineyard Cir 11-368 (a)c 0 991 2 103 200 FOR: w° fw�w�w. CL"1 -1 b U'l L,vrt,. COm CBC1 252212 I 5850 T. Q. LEE BLVD. SUITE 600 ORLANDO, FL 32822 Tei= (407) a50 -e200 Fax: (ao) e50-5300 LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN ATR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WOOD WINDOW WATER HEATER WROUGHT IRON REVISIONS REV. DATE DESCRIPTION 1 10/06110 CONTROL D4TE 2 1012(o110 C0N5TRUCTI0N DOGS COMPLETED INDEX OF DRAVu'ING SHEET DESCRIPTION PG DESIGN CRITERIA: PAGE PG ABBREVIATIONS • STATE OF FLORIDA PG 1 —FOUNDATION PLAN PG 1A—DOWEL PLAN , PG 1B—LINTEL CERTIFIED BUILDING CONTRACTOR: . FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. ABOVE LAV. 2 W/2009 SUPPLEMENT PG ` ADIC J. ADJ. TTIONING ADNSTABLE Mc. MC. 4B—FRONT • 2007 FLORIDA FIRE PREVENTION CODE PG ALT. ALTERNATE RAGEN. MFR" D.R. HORT ON HOMES @ NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION BO. BORDD MIT).5850 T. G. LEE BLVD. SUITE 600 .ALL LOCAL AND STATE CODES 9—ELECTRICAL CL GAB. CENTERLINE CANO mm. -FOUNDATION DETAILS PG D2—MISC. CLO. CEILMING N.T.S. ORLANDO, FL 32822 D4—MISC. cLR. CLEAR O.C. DETAILS CONC. CONCRETE PL TEL: (407) 850-5200 CPT. CARPET P.B. C,T. CERAMIC TILE PH. FAX: (407) 850-5300 .00CUPANCY - RESIDENTIAL, GROUP R3 D• DRYER PLT. • CONSTRUCTION TYPE — VB DBL: D.G. DOUBLE DUAL GLAZED PLYWD. PR, • MIN. INTERIOR FINISH — CLASS B DIA, DIAMETER P.T. • BASIC WIND SPEED — 120 MPH (M/S) DIM. DISP. DIMENSION DISPOSAL R. RAD• • 1—STORY RESIDENCE — DR DR. DEEP DOOR R.A.G. REF. • STATE OF FLORIDA • 2—STORY RESIDENCE - MAX. HEIGHT AS PER D S. DOWNSPOUT RM. R.O, LOCAL AND STATE CODES DTL' DETAIL PROFESSIONAL ARCHITECT: D.W, DISHWASHER S.C, S.D. SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 EA. EACH USED FOR DESIGN INCLUDE: ELEV. ELEVATION S.H. sm, JAMES CANTWELL • CONCRETE MASONRY RESIDENTIAL EXH. EQUAL EXHAUST SHTHG. AR N O . 12079 • CONSTRUCTION WOOD FRAME CONSTRUCTION I EXT. F.G.IFX. EXTERIOR FIXED GLASS SHWR• SIM• • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G. FUEL GAS SL. A.B. DESIGN GROUP, INC. AN. PLR. �sH FLOOR GL sm STD.. SQ.FT. CALC. S 1441 NORTH RONALD REAGAN BLVD.FLUOR. FR. DR. FLUORESCENT FRENCH DOOR SwS LIVING (IST.) 104 SQ. FT. LONGWOOD, FLORIDA 32750 FTG. FOOTING TEMP, LIVING (2N©.) ELEV. A 1172 Sa, FT. GA. GAUGE THK. Tel: (407) 774-60"78 T T LIVING (2ND.) ELEV. "5" 4 °C" 1152 SQ, FT. G.F.I.GAR. DISP. GARBAGE DISPOSAL GROUND -FAULT CIItGT.TIT T.O.C. T.O.F. Fax: X: � 4 0 fry � 774-4078 INTERRUPTER GLASS T.O.S. TYR E TOTAL LIVING r=LEv. "A" 2219 50. FT. GL, GYP. BD. GYPSUM BOARD U.N.O. TOTAL LIVING EJ -EV. °i' 'Gu 21"39 5Q, FT. C! H.B. HOSE BIBH.C. HOLLOW CORE V.P. 5(0 5a. FT, G P HDR. HOT, OR HT HEADER HEIGHT W. W/ GARAGE 40� 1 Sa. FT. Lr n INSUL. INT. INSULATION INTERIOR WD. WDW. - W/H TOTAL ELEV. "A" 2(OSO 5a. FT. W.I. "5" "G" ' TOTAL ELEV. 8 2660 5a. FT. PATIO 3F 50. FT. OF'T GOV. PATIO 165 5a. FT. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN ATR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WOOD WINDOW WATER HEATER WROUGHT IRON REVISIONS REV. DATE DESCRIPTION 1 10/06110 CONTROL D4TE 2 1012(o110 C0N5TRUCTI0N DOGS COMPLETED INDEX OF DRAVu'ING SHEET DESCRIPTION PG C1—COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG 1A—DOWEL PLAN , PG 1B—LINTEL SCHEDULE PG 1C—WIND LOAD CALCULATIONS PG 2 —FIRST FLOOR PLAN PG 3 —SECOND FLOOR PLAN PG 4B—FRONT & REAR ELEVATION "B" PG 5B—LEFT & RIGHT ELEVATION "B" PG 6BC—FIRST FLOOR FRAMING PLAN ELEVATIO "B" P G 7B—SECOND „ FLOOR FRAMING PLAN ELEVATI& B PG 8—ELECTRICAL PLAN PG 9—ELECTRICAL PLAN PG D1 -FOUNDATION DETAILS PG D2—MISC. DETAILS PG D3-1—STORY WALL SECTIONS PG D4—MISC. DETAILS PG D5—MISC. DETAILS 30 A j rA R C N I T E C T S Design ro u p inc. I N. KUNALU KtAUAN GLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 I E 11/1B/10 SCAT 8 ET w or Lu o � �Q U p U LLLi_ 0 SU13DIV. aI�oT: TUSCA PLACE SOUTH LOT X35 PROJECT# 1064.054 MODEL: "2200" GARAGE SWING: RIGHT PAGE: COATER PAGE. } ARCHITECT STATE OF FLORIDA DATA: 11/1B/10 SCAT 8 ET or a .� I GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY' DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS 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 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/2-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. i. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN '/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 3. 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. 3. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) I EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/" 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT, FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315, THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12 LOCATE WWF 2 FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3'-0".FRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/11 D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 2 7, DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) 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. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 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 CPUC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH'/" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. . EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, %" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 311.2. ..... ...... A R C H IT E C T S L441 N. RONALD RtAUAN ULM LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU$I)IV, 8c Lt'�T: TUSCA PLACE SOUTH LOT X35 PROJECT# 1064.054 MODEL: 2200" GARAGE SWING: RIGHT PAGE: GENERAL NOTES ARCHITECT - STATE OF FLORIDA 9 20lu WA -W. 11/18/10 SCALE: 1/4"-1'-0" SHEET G -A N OF101 w U Cl H p � A z 0 u A � ILI SU$I)IV, 8c Lt'�T: TUSCA PLACE SOUTH LOT X35 PROJECT# 1064.054 MODEL: 2200" GARAGE SWING: RIGHT PAGE: GENERAL NOTES ARCHITECT - STATE OF FLORIDA 9 20lu WA -W. 11/18/10 SCALE: 1/4"-1'-0" SHEET G -A N OF101 24"X24"X12" CONC. PAD LU/3-05 5,4R5 r=.u. (CSN CHAIR) MIN, 3" COVER a, -all 14'-C' 2'_3..1 EXT1lND 51-45 1 1/2' / /-,� C O E RE D 'PATIO FOUNDATION PLA A R C H I T E C T S r DesignG ro u p I nc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Sv39DIv. & L01%.TUSCA PLACE SOUTH LOT X35 PROJECT# 1664.054 ]i 0DEL• ,,22OO" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN ARCHITECT STATE OF FLORIDA V�nu%l it, 'gl DAI T 11/1 10 SCAM: 1/4"=f-07 SHEET 0FJ W W �. KC o � � O �o z lo Sv39DIv. & L01%.TUSCA PLACE SOUTH LOT X35 PROJECT# 1664.054 ]i 0DEL• ,,22OO" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN ARCHITECT STATE OF FLORIDA V�nu%l it, 'gl DAI T 11/1 10 SCAM: 1/4"=f-07 SHEET 0FJ s 28'-8" 21'-'Bll Design Group ine. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w .. S ARCH IT E C T Design Group ine. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUDDIV. s� IAT: TUSCA PLACE SOUTH LOT X35 PRoJECT# 1664.054 MaDEI.A. - 2200 GARAGE SWING: RICHT PAGE: DOWEL PLAN ARCHITECT. STATE OF FLORIDA— 1A1i� � �7 iY JAM CA ELL NO 12079 DA T 11/18 10 3CA.LE: 1/4"=1Y-0" SHENT I A oFl 6 w .. w Y �n Lu ■ 1 Y N ■ p ■ N f (V z D Q Y ■ f� m u c� Y Nk ■ ■ ■ c� m Ljo SUDDIV. s� IAT: TUSCA PLACE SOUTH LOT X35 PRoJECT# 1664.054 MaDEI.A. - 2200 GARAGE SWING: RICHT PAGE: DOWEL PLAN ARCHITECT. STATE OF FLORIDA— 1A1i� � �7 iY JAM CA ELL NO 12079 DA T 11/18 10 3CA.LE: 1/4"=1Y-0" SHENT I A oFl 6 Y �n ■ 1 Y N ■ ■ Y f (V Y ■ f� m c� Y Nk ■ ■ ■ c� m m m �.Y C N W c� ■ cn r" Y r Y ■ ■ ■ ■ 101Ir -411 Ili -oil -DOWEL P SUDDIV. s� IAT: TUSCA PLACE SOUTH LOT X35 PRoJECT# 1664.054 MaDEI.A. - 2200 GARAGE SWING: RICHT PAGE: DOWEL PLAN ARCHITECT. STATE OF FLORIDA— 1A1i� � �7 iY JAM CA ELL NO 12079 DA T 11/18 10 3CA.LE: 1/4"=1Y-0" SHENT I A oFl 6 c R C H I T E C T S Design roup , nc. .441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.a bdesigngrou p.com AA #: 0003325-' su$aiv. a LOT: TUSC:A PLACE SOUTH LOT X35 PROJECT# 1604.054 2200" GARAGE SVnFqG: RIGHT PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT TE OF FLOF faq 1 `" JAM CANTWELL 012079- P 12079_ DATE: 11 /18 10 :SCALE: 1/4"=1'-0" SIiES'P I _1131 orl w w w w L Q � � o to o A � A � h su$aiv. a LOT: TUSC:A PLACE SOUTH LOT X35 PROJECT# 1604.054 2200" GARAGE SVnFqG: RIGHT PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT TE OF FLOF faq 1 `" JAM CANTWELL 012079- P 12079_ DATE: 11 /18 10 :SCALE: 1/4"=1'-0" SIiES'P I _1131 orl I �E T f UJA CONCRETE 1=R0 ",)uGT5, iNG. P.O. BOX 219 ZELLWOOD, FL 32.198 (401) 886-2511 1-800-654-5139 FAX 401-886-0'195 LINTEL No. LENGTH TYFE L-1 LINTEL ��s.il-��r,,,.lr.,.�■�r%�rJ�.�r,�irr� L-2 314o" 8/16-S-1U/OL L-3 I�'-�•" 8/24-3-1U/IL L-4 4'-6" S/16-3-1U/1aL L-5 4'-6' S/1�-3-IU/IaL L-ro 6140' 5/24-5-11LIAL L-1 4'-6' 8/lrp-9-IU/mL L-5 4'-6' S/16-S-IU/OL L -'B 4'-6' 8/16-S-1U/OL L— 3 WEKIWA LINTEL SAFE LATERAL LOADS TLF) Total L@Mth _U...rr4lir..rrr:•d_ru:Orr.l_fri, LINTEL ��s.il-��r,,,.lr.,.�■�r%�rJ�.�r,�irr� Precast ..v,��r,.,�,,,,,�ir,.,,,,r'.�ir,,,,;.1„� '� �tet, +-�a+r��l�-ews:>•_r �i1 +:li• r�_r,� ,air �.r•�ir%r rlsa 9Eza��r'u r'rr i�r iu �(,r, 1_rr roL,�ru � 1!)♦ SCHEDULE >•�,mi� S vai siorrrr >_r r >lir, r s , �T,>,_vs, �_r •.•1.��or. , 1•� 4'-b' i"LYJ_ENKN--=i-ri 5.��[-�Ts�iTY�.I!_rr.i7rrfAirriri,fri� ��t1.:;11��-t.rrxl�Rl,��arr Precast ::�a_r.r, , ,�_r rl��ir• . ,�„� �11111111my_"m ��7t•i-�LYyiyw�-��.-�'.-�+Ic�w��.vr►air mmr r;.�i 9-M S :-��I EL'S rr..:..i_ry.vr�.>tir ..,rri S'-10' �k�rs�_r3--S:r4l�'j�i'ii.M'�i 8" LINTEL UPLIFT N.R. - Not Recommended LINTEL SAFE LATERAL LOADS TLF) Total L@Mth _U...rr4lir..rrr:•d_ru:Orr.l_fri, oJ_frri., i_r....r,.�iro,..fr.� ��s.il-��r,,,.lr.,.�■�r%�rJ�.�r,�irr� Precast ..v,��r,.,�,,,,,�ir,.,,,,r'.�ir,,,,;.1„� '� �tet, +-�a+r��l�-ews:>•_r �i1 +:li• r�_r,� ,air �.r•�ir%r rlsa 9Eza��r'u r'rr i�r iu �(,r, 1_rr roL,�ru � 1!)♦ ��!-17.E=.tea-r�.i��[.'r:7..:r:�_r, >•�,mi� S vai siorrrr >_r r >lir, r s , �T,>,_vs, �_r •.•1.��or. , 1•� 4'-b' i"LYJ_ENKN--=i-ri 5.��[-�Ts�iTY�.I!_rr.i7rrfAirriri,fri� ��t1.:;11��-t.rrxl�Rl,��arr Precast ::�a_r.r, , ,�_r rl��ir• . ,�„� �11111111my_"m ��7t•i-�LYyiyw�-��.-�'.-�+Ic�w��.vr►air mmr r;.�i 9-M S :-��I EL'S rr..:..i_ry.vr�.>tir ..,rri S'-10' �k�rs�_r3--S:r4l�'j�i'ii.M'�i 1k_�rr .r'orrliru is rfrr� 6'-6" �” MaTYamwrr,�rai_� 814 ��...��.i� ter,. r�_►.1cL.)♦lr1.t1_�yl F•'rYai'F T6il�'•=��t�rryJO�`�,v.—„,,Oros Yali'7r'x��frYl;s�'r�i)� ®®�`s'..'1•�r?ii��'iL'13•i"f ��r�Ya�1♦�'YJII affil k!•i=TcYlsSli�#�'.'W1!• �•ai•7 S+�s'�'S'T7i�!'�� ;];1=�EERIIrJ'al i'Yi_iL=i'1�i'!-'.•, . o u RRRRYI;�[ ��ERE<cTirYi�ER1EI�;�_[-i 7!^S-Y]i� 1-r',i'S�rl�i•r�'7•'�! ®��p�Et �t'(iial�.:ll��"l� .��irx� �ir�rr�ail�r Ya�i�xs-�-�■�"�r� 5:.)•irl�t}_��T'�:��rrrt.'i-S-�3i ��} :uai^r�-Ya�L�1•irxt�il-y'Z.��t_'.r�!'r•.,;:_! �7K'�14. o�ir.'S.ii'kJ-i•l•iCriYk-�iFT1F7alwrr.� 10'-6' ��lE.: �L,1•ir1=:-iir xSiiriG>•i13'i��R 11'-4' mot—i m � 1)♦�G YI�iYLtiliJtl ' •• ��yyiaeser•Y��:x��:waJ�ir i]!'��••'�J7ir�:.r.:a•iM(r9�irr rra��L!►� �.��i'L�1=a�!'t-s�•t-i ®�ICS�tir:�=--r:--��1�1� �asaar�v��'i1rJ=)•�Irrswl_Y�i�'JF7='!�'�ri"� (.:,i�rrys:t•�kJr.at 13'-4' 11111111111111111Ls 314 ��"' �irar��r�=>•i-�r��r=rz�iE-3w�w�-:��ow! �Y-Y-Y-YInr i�}Y�� IIE�11��[Z��i''S'��-I�I�11��i:T�I111111111111111 X07 �YYYYYYi.t,r.>♦-T%�aaaa� �'-Y��-*moi[%J3)•�Fl-:S��LT71��y1P� � ,Y� �J� mil-��'L'1-'!F]1-��•Ti��ll��3'�� 1r��:�CT�'�i=T�i(3L'� N.R. - Not Recommended ,ire. - Not Recoens cw 12" LINTEL GRAVITY 13" I ATERAL TABLE LINTEL SAFE LATERAL LOADS TLF) Total L@Mth Ttg- 12' Plain 2'-10' Precast 14710 3--6- Freoast 3204 4'-0' Precast 2247 4'-b' Proust 1`127 4-8' Precast 1599 5'-4- ".csst 1239 S'-10' Proust 10" 6'-6" Proust 814 1'4' Precast b97 T'-8' Precast 6110 8'-0' Precast 629 8'-4' Precast 593 9'-4' Precast 806 10'-6' Precast 430 11'-4' in at 988 12'-0' Proust 360 12'-6' Precast 341 13'-4' Precast 314 Id' -0- Precast 295 14-8' Precast 211 15'.4" Frecast 262 IT -4' Preeest 218 ,ire. - Not Recoens cw 12" LINTEL GRAVITY 13" I ATERAL TABLE Jq” I INITFI GRAVITY LINTEL LINTEL SAFE LATERAL LOADS TLF) L' Ttg- p8i�gg 41 g FILLgiED p.precast 8” 8/8-5-0 3b 3'-6' Precast 1300 2550 4'-0" Precast 1010 2100 44' precast 900 1150 4.8' Precast 850 1600 5'-4' Precast 110 1400 5'-10' Precast 625 1200 6'-6' Freoast 540 1050 T.6' Precast 440 890 11'5' Precast 430 850 8'-0' Precast 410 820 V_41 precast 390 180 5-4 precast 340 10000 Y Precast 10000 100100 'A' BARS (MAIN REINF.) SEE SCHEDULE Precast 215 550 12'-01 1 Precast 255 510 12'-6' Precast 1 245 490 . ' precast 1 22 10000 -_ ' Precast 1 210 430 14-8' Prestressed 1 110 390 15'-4' Prestressed I 1" 310 4 Prestressed 145 320 15'4 Prestressed 130 280 10000 estressed 120 250 2114' FmArdwed 2111 4660 actress 8520 10000 24'-0' Prestromed d'-8' PRECAST NR. - Not Recammesded 2111 4902 Jq” I INITFI GRAVITY LINTEL LINTEL Leath SAFE GRAvITY LOADS (PLF) SAFE UPLIFT L 8' TOTAL Precast 8” 8/8-5-0 Bila -S -OL 8/16-5-0 8120-5-0 8/24 -S -0L /28-5-0L 8/32-S-0L NCT LET T T PE PLAIN 0/0 -5 -IL 8/17 -8 -IL 8/I6 -S -1L 5120 -S -1L 8/24 -S -1L 8/28 -S -1L 8/32 -S -1L P=Mt 415 1240 5'-8' 1000 I 0 10000 10000 10000 0000 2'_10' PRECAST 6021 8491 1!8000I 00 10000 10000 10000 10000 (D LEG *' LTHg Precast 800 4091 9339 10000 10000 10000 10000 10000 3'-6" PRECAST 2603 4011 10000 10000 10000 10000 10000 100100 'A' BARS (MAIN REINF.) SEE SCHEDULE Precast 510 Z9?I 6133 9515 10000 1!0000 10000 10000 4'-0' PRECAST 1821 2S21 1853 10000 10000 10000 10000 10000 14-8' precaprecast at 380 2214 50'18 ills 9284 10000 10000 100(00 4'-6" PRECAST 1398 2214 5412 10000 10000 10000 10000 10000 2111 4660 6588 8520 10000 10000 10000 d'-8' PRECAST 1298 2111 4902 10000 10000 10000 1 00 10000 1651 3409 4823 6239 1658 9011 10000 5'-4' PRECAST 1651 3556 64 6431 10000 10000 10000 1 000 ��RT�"1'�Z'�T�3)♦1♦tiiT�MENEM= 1461 3001 8888 loom 10000 10000 5'-10' PRECAST 848 1461 3001 511 8888 101000 10000 10000 1232 2440 3934 6250 8589 10000 10000 PRECAST 110 1232 2440 3934 6250 10x2+00 10000 12+000 1111111111111117- 1001 1918 2942 4346 646-1 10000 10000 1-6" PRECAST 562 1001 1918 2942 4346 6461 10000 10000 915 1849 2 i9 4131 6010 W46 10000 PRECAST 544 915 1846 Z 19 4131 6010 9245 10000 916 1124 2602 3951 5030 1958 10000 8'-0" PRECAST 511 916 1124 2602 3151 5405 1958 10000 f'4 i61D 2415 3444 4866 6983 10000 8'-d' PRECAST 482 864 1615 2415 3444 4810 6983 10000 1 136 199 2168 3969 24 f06 9'-4" ME 411 149 1361 1931 21bS 3969 5124 1061 636 1148 1649 2231 2962 3883 5094 10'-b" PRECAST 349 636 1148 1649 2231 2962 3883 5064 514 1028 1465 1964 2566 3305 4239 11'-4" PRECAST 315 514 1028 1465 1964 2566 3305 4239 533 950 1349 1189 2316 2s51 3134 12'-0' PRECAST 292 533 s50 1343 1189 2316 2951 3134 505 898 1264 1616 2151 2130 3426 1Z'-6' PRECAST 711 505 8 1264 1616 2151 2130 3426 464 822 1151 1515 1935 2425 3010 13'-4' PRECAST 255 464 822 1151 1515 1935 2425 3010 436 169 1013 1406 1186 2225 2141 14'-0' PRECAST 299 436 969 1013 1406 1186 2225 2141 NR N.R. rLR NR. N.R. NR. 14'-8" PRESTRESSED N.R. 480 81 1234 1421 1119 2188 2662 NR N.R.N. N N N. . N 15'-4" PRESTRESSED N.R. 454 165 1160 13N 1660 zO3a 2459 N.R. NR. N.R. N.R. N.R. N.R. N.R. 11'-4' PRESTRESSED N.R. 38s 652 982 1111 1319 1611 1691 N N R. N.R. N.R.N N.R.N Is' -4" PRESTRESSED N R. 339 561 849 960 Ilii 1415 161b N N.R. N N.R.13 N. . 20'-0 PRESTRESSED N.R. 3 325 543 812 911 1122 134D 1590 NR N.R. N.R. N.R. N.R. N.R. N.R. 21'-4" PRESTRESSED NR. 7 500146 .840 1024 1224 1441 N' N.R..R. N.R. N.R. 22'-0' PRESTRESSED NR. 261 481SI 111 806 9811111 11 13N.R. 1316 N.R N.R. N.R. R N.R. N.R. PREST1a'ESSED N.R. 0 N.R. ■ Not K900 T1aBl'I MOCA 1 7" 1 IKITFI I IP! IPT N.R. - Not ReconnlOW001 8" RECESS DOOR HEADER I ATGQAI TART F RECESS DOOR HEADER LINTEL Leath TypeFILLED SAFE UPLIFT L 8' 3'-e' Precast 590 1115 4'-0 Precast NEE IPA -2' Precast 490 14150 4'4 Precast 165 1950 Alecast P=Mt 415 1240 5'-8' Precast 320 950 6'-8' Precast 250 160 T-8' Precast 200 640 9'-8' Precast 160 490 1650 (D LEG *' LTHg Precast 800 1600 1111111111111111117 7" � Precast 50 1530 r72 �771111111111 Precast 120 1490 9'-4' precast 640 1210 10'-6' R'serast 650 11110 'A' BARS (MAIN REINF.) SEE SCHEDULE Precast 510 00 low 1-0' precast 480 11 12'-6' Frecast 460 910 ' I Precast 430 850 14'-0' i 400 wo 14-8' precaprecast at 380 160 16'-4' F1"ecast 3y�50 �Ty.� �'3LE1• X31• X1^'7 �f''""TI• �f ^T.S �"'T� E'N F 77-11111111111111111111 m- -.1 ��RT�"1'�Z'�T�3)♦1♦tiiT�MENEM= 1111111111111117- 1• �� .IIIIIIIIIIIIIIIE> �. �' N.R. - Not ReconnlOW001 8" RECESS DOOR HEADER I ATGQAI TART F RECESS DOOR HEADER SAFE LATERAL LOADS (PLP) Leath TypeFILLED 8' RS9ED PLS 8' 3'-e' Precast 590 1115 4'-0 Precast 1520 IPA -2' Precast 490 14150 4'4 Precast 165 1950 Alecast P=Mt 415 1240 5'-8' Precast 320 950 6'-8' Precast 250 160 T-8' Precast 200 640 9'-8' Precast 160 490 12" RECESS DOOR HEADER I ATFRAI TARI E RECESS DOOR W=ADER SAFE LATERAL LOADS TLF) Totalt Length 5s 12' RECESSED PLAIN 12' REGEmp FILLED 3'-8' Precast 20Z 3210 6900 st 110 2860 4'-2-Y 6t 1650 2690 4'4 Precast 1515 2540 4-e" P=Mt 1420 7290 3200 precast 1080 1150 25M Precast 815 1425 2250 Precast 130 Iw 100 Precast 00 wo 19" I ATF'RAI TABLE A R C H I T E C T S"N design Group Ino. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 r --YYYYYYYY�Y + 1 _ s 1 sysaly- ac LAT: TUSCA PLACE SOUTH LOT X35 PP.OJECT# 1664.054 MODEU- "2200" GA1tAGE 13WING: RIGHT" PACE: LINTEL SCHEDULE (WEKIWA) LINTEL REINFORCEMENT SCHEDULE 1)05 CONT1NUCUs 1) 05 CONTINUOUS ` J 3000 Pal GONG. FILL ) 3000 PSi CONC. m -L Am I:;•::::LINTRLLE44TN::::::::::::::::•:.:i:::;;•::;:•::;;:......::RlNFJM ;:.;;:;ENCH;i•::::): i ...-121 LINTEL SAFE LATERAL LOADS IPLF) To 5 TV' K'2X FILLED 21-W mocast 3500 6900 3'-6' Precast 2400 4115 44' Precast 1950 388(0 4'-6' precast 1650 3450 4.8' Precast 550 3200 1;1'-4'PRESTREWD Precast 1310 25M Precast 1160 2250 6'4' Precast 1000 100 1'-i' Fxaeast 820 1650 (D LEG *' LTHg Precast 800 1600 g'-0' Precast 50 1530 6'-4' Precast 120 1490 9'-4' precast 640 1210 10'-6' R'serast 650 11110 'A' BARS (MAIN REINF.) SEE SCHEDULE Precast 510 00 low 1-0' precast 480 11 12'-6' Frecast 460 910 ' I Precast 430 850 14'-0' i 400 wo 14-8' precaprecast at 380 160 16'-4' F1"ecast 3y�50 130 ' Y precast 320 /A 111 NR - Not Reconmanded A R C H I T E C T S"N design Group Ino. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 r --YYYYYYYY�Y + 1 _ s 1 sysaly- ac LAT: TUSCA PLACE SOUTH LOT X35 PP.OJECT# 1664.054 MODEU- "2200" GA1tAGE 13WING: RIGHT" PACE: LINTEL SCHEDULE (WEKIWA) LINTEL REINFORCEMENT SCHEDULE 1)05 CONT1NUCUs 1) 05 CONTINUOUS ` J 3000 Pal GONG. FILL ) 3000 PSi CONC. m -L Am I:;•::::LINTRLLE44TN::::::::::::::::•:.:i:::;;•::;:•::;;:......::RlNFJM ;:.;;:;ENCH;i•::::): i ...-121 .•• ;?T ARENFORCEIENT`::.. T:•:......::::..........4:...... REFORCEMENT To 5 2"N5'-er0 6'-19- T "IW -10, T 61-9' NONE G1 r- C41 7' 8' 8'4' Y (1) is CONTINUOUS ON 9'4" To 14.0' 94" TO ir-C 2 #6 (2 )00 14141' To 15'4' Q 7119' PRESTRESSED Igm "PRESTRESSED 1;1'-4'PRESTREWD IONAL 06T 46 (CONGI+ 7E PLACED IN HELD (CONCRETE P'LAC IN FIELD) TOP LEG E5AR8= ct�LIN F�m� LENGTHS Il YAz Y io/31�,�LEA�ARS: ARCHITECT ~ 1/32' STIRRUPS a 4'-Ia' C/c LEG untod LENGTHS STATE OF FLORIDA -I[>1 (l1P?rIOCNAL)NUOUS -10(1) (1) R, CONTINUOUS Am (OPTIONAL) !nl-dJ tll,SE5AS (MAIN ESCHEDULE R1`=[ PJ Eg Es pUL INF.) / REFERTO LNIEL 9EGTION FOR RENFORGEINENrLOACMN9 1st "B' BARS -SEE SCHEDULE i 1 1/32" STIRRUPS A7 4'-0' cc Y (1) is CONTINUOUS TYPICAL LINTEL 8"x8" SECTION TYPICAL LINTEL 8"x8" RECESSED SECTION 3 8'X16" KNOCKOUT BLOCK IONAL 06T �, : •;•' . 4' ,3OO�p Q1 COKC. FILL (GONCRE PL�gEI�LEINGFIEELD) PARSt JAM CANTWELL I� (D LEG *' LTHg A 012079 t- nilc0 UP04' LENGTHS (0)P�TIONALiNUOUB I/32'STIRRUPS * 4'-k'J' G/C IONAL s5B T'�'F'E D SfC N�ITiQN P� 9/32' STIRRUPS AT 4'-(A' oc tnlc(J -111 I ..,`?. T_ I e 'A' 15ARS (MAIN REIN.) NOMINAL WIDTH/1-6IC�HT OF LiNTEL DATE: 11/18/10) SCA =-. 1/4"=1'- O" r -icv 'A' BARS (MAIN REINF.) SEE SCHEDULE �-1cA — 1 SEE SCHEDULE 't3' BARS - SEE SCHEDULE P'LAiN OR SOLID LINTEL F SHEET 11 1�- U/#L G I._No. Op ADDITIONAL sty 15AR5 IN UFreR � o a�� —1� TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 12"x8" SECTION OR LOVER LiNTEL GAvITY PRO -CRETE LiNTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 IT -4" P-5X22-1GAU L 2 4'-6' F_&x1(0-1G/lu L 3 4'-6' P -8X2.4-4/11,1 L 4 6'- R-5x1!0-1G11U L 5 1 9,772 12 224 L 6 4,219 S 7,S52 10,0135 12,457 I tom-8X24-1GAU L 1 4'-6' F`-5X16-iG11U 1-5 4'-6' 1 P_aX16-IG/1U L 9 4'-6" 1 F'-5x16-1G/1U L- 3 PRO -CRETE LINTEL SCHEDULE CONCRETE LINJEL P99PERTIES AND SPECIFICA7�Oi' - PRODUCT DESQ•RIPTION' A steel reinforced concrete beam designed to be placed above an opening in a masonry wall. The primary element is a steel reinforced high strength precast concrete beam with a U-shaped cross- sectlon, which can be grout filled (poured) or remain empty. Masonry units may be placed on top of this primary beam element and poured with grout to form a deeper section for additional load capacity (steel reinforcement may also be added). MATERIAL SPECIFICATIONS: 1. Precast, non -prestressed lintel for 8" and 12" CMU construction: 3,500 psi (f c) 2. Precast, prestressed lintel for 8" CMU construction: 6,000 psi ft) 3. Grout compressive strength 3,000 psi (f g) per ASTM 0476 with maximum aggregate size of 3/8" and' a slump range from 8" to 11' . 4. Concrete masonry units shall conform to ASTM C90 with a minimum 1,900 psi net area compressive strength. 5. Steel reinforcement In precast lintel: ASTM A61% Grade 60" 6. Prestressing strand in precast lintel: ASTM A416, Grade 270, law relaxation. 7. Steel reinforcement added In the field: ASTM A615, Grade 40 or 60. 8. Mortar: ASTM 0270, Tvoe M or S. GENERAL STRUCTURAL NDTES: 1. End bearing: minimum 6-1/2". 2. Full mortar joints required. 3. Lintel Installation must conform to project drawings. 4. Steel reinforcing bar at bottom of lintel cavity may be added In the field. 5" Vertical reinforcement and grout may be placed in 51h" long notches at each lintel end. 6. Allowable load ratings (tabular values) conform to ACI 318 and A6530 based upon rational analysis. 7. Mechanical anchorage provided by 7/32" dia. wire stirrups welded to the bottom longitudinal reinforcing bars. 8. Poured in place concrete may be placed above primary precast lintel as an alternate to grouted CMUs to form the composite beam. 9, lintels with a nominal height of 8" and longer than 17' 0" meet or exceed L/180 deflection ratio. All other lintels meet or exceed L/360 deflection ratio. 10. When allowable load capacity of a precast unfilled lintel is exceeded by the dead' load of grout filled composite lintel during construction, lintels shall be shored at 8' o.c. maximum and shoring maintained until grout reaches at least 85% of Its specified strength. 11. Using the following equation, lintels shall be checked for simultaneous load stresses when a combination of vertical and horizontal loads are applied: ApUlled vertical load f Applied horizontal load < 1.0 Safe vertical load Safe horizontal load ALLOWABLE LOAD TABLE NOTES: 1. For beam heights not shown, use tabular values for next lower height. 2. For beam lengths not shown, use tabular values for next longer length. 3. Load ratings assume end bearings provided conform to ACI 530 and ACI 318. 4. Load ratings are expressed as uniformly applied in pounds per.11near foot. 5. Composite beam loads assume matching top and bottom field -placed steel reinforcing. 6. Load ratings are net capacity (beam dead load subtracted or added as appropriate). 7. Uplift ratings assume placement of 1 #5 vertical reinforcing bar in each beam end continuous to within 2" of the top of beam with hooks into filled cells. 8. Lateral load ratings assume grout filled cells at each end of the beam span with a minimum of 1 #5 vertical bar. 9. Tables may be used for concentrated loads by translating the applied moment Into an equivalent uniformly distributed load. 10 Tabular values assume a 61/2" bearing at each end. Reduce tabular values by 20% for a r•- Nominal width Dimension (Inches) P-8X21)-1G/2U Feld Placed #5 Bar(s) Reinforcement (U = Uplift or G = Gravity) Nominal Depth Dimension (inches) P = Poured Grout; E = Precast Only (Empty) For Door Headers, depth shall be designated by a 2" reduction In nominal depth and the letters 'RDH' will be added after the nominal width. Lintel D criMon NomendatU SAMPLESELECTION-FROM : Product Description: P -8X20 -05/2A and required length: 5' 10" Width and Depth actual dimmslons 3/8" (Maximum allowable span fbr lintel is length minus 1310 less than expressed (nominal) dimensions. Allowable Gravity Load (per foot): 3,238# Allowable Lateral Load (per fbot): 1,285# Allowable Uplift Load (per foot): 3,81D#fi , o Twurrs .rw, i GRAVITY (4411) o E- X8 Feld placed masonry units P -8X12 -0G P-SX16-0G P -8X20 -OG a:. LENGTFf Reid Uplift Reinforcement TYPE P- -iG P 8X32-iG P -8X16 iG P 8XZ0-16 P -8X24 -1G 2'-10" (34") -+ 2,887 Feld -Poured grout - ."ni��•r 1 9,772 12 224 14,677 4,219 S 7,S52 10,0135 12,457 14,910 3'-6" (42") CAST Field placed masonry units 1947 ft4, 5 792 Feld -Poured grout B 457 2,175 4 '..83 8 721 10,438 Feld placed Gravity Reinforcernerit ("G") (48") •, 1,71 Precast Section (relnforced 16 305 3,976 4,895 per typical specifications) Width 8,515 SAMPLESELECTION-FROM : Product Description: P -8X20 -05/2A and required length: 5' 10" Width and Depth actual dimmslons 3/8" (Maximum allowable span fbr lintel is length minus 1310 less than expressed (nominal) dimensions. Allowable Gravity Load (per foot): 3,238# Allowable Lateral Load (per fbot): 1,285# Allowable Uplift Load (per foot): 3,81D#fi , o Twurrs .rw, i GRAVITY 0 s INCE! �'ELE-8X8 (4411) P P -XU E- X8 X8 OG P -8X12 -0G P-SX16-0G P -8X20 -OG P -8X24 -OG LENGTFf ADDED #Ss TYPE P- -iG P 8X32-iG P -8X16 iG P 8XZ0-16 P -8X24 -1G 2'-10" (34") PRECAST 2,887 3 89 7 319 1 9,772 12 224 14,677 4,219 S 7,S52 10,0135 12,457 14,910 3'-6" (42") CAST 2, $0 1947 351 5 792 7129 B 457 2,175 4 '..83 8 721 10,438 4'-0" (48") P CAST 1,71 1'136 16 305 3,976 4,895 5,813 _1058N, 1,187 3,259 5,220.-.-.-- 7,114 8,515 (48"J (54") PRE T 1,460 965 2,192 898 3,567 4,736 00$ 2349 4 5 660 7,188 5' 4" (64") PRE 1,166 2 1,01 2,61911%, 3,985 5,350 $ 1,226 2 749 5 479 5'-10" (7D") PRECAST 1,040 733 1,061 2,028 323$ 4448 764 1,092 __2J43 3,353 4 563 899 (78') PRECAST 907 692 986 1 275 143 3 666 720 1010 1,582 2 676 3 770 0 s INCE! �'ELE-8X8 (4411) P P -XU UPLIFT U P -8X16 -1U P -8X20 -1U P 8X2 1U P 8X28 -1U P-8X32-iU LATERAL 4,771 &8X8 P -8X8 ADDED #Ss 1,761 TYPE -8X8 -1u P-SX8-2U P -8X12-2 %8X16 -2U P-8X20-2UP-8X24 P 8X28-ZU P<8x3a-2U LENGTH PRECAST (34") PRECAST 3,533 4 074 8 203 11335 14 294 17 253 20 21 23171 3,487 3,487 10,396 4 074 8 208 1335 14 294 17 253 2.12 23171 t4'-01' (42") PRECAST 2,571 1,081 4845 747 10 059 12141 1 3 16 305 2,525 2,575 5,451 1944' 4 845 47 10 059 12141 14 16305 PRECAST (48"J PRECAST x,138. 1256 3,404 5 8,150 9,943 1164 13,353 2,092 2,092 3,743 1256 3 404 5 7 8150 9 943 11648 13353 4'-5" (511 PRECAST 1,832 1079 2,410 441 6 427 8 426 9 871 315 1,642 1,642 2,727 8 426 9 871 1 15 1079 2 410 4 419X3,038 5` 4" (b4"} PRECAST 1,481 899 1368 3 0096 17'-4" 056 7,109 S 1 143 1,436 1,763 899 1,455 3, 0093,t 7 996 9 37. 1024 (70"} PRECAST 1,330 808 1232 2,3324 165 89 5,739 6 58 11285 Ir285 1,411 808 1308 2 3325 87 fi 764 0,2421 6'-6" (78") PRECAST 11027 ?34 1-1115 14913,808 -- _ 435 -_ __458. ^-.----578 532 4 70 5.131 1,127 1,127 1,OSS I 734 1221 1 6041 3,Q38 4,37§ 3,71S 7054 J INCH RECESS LINTEL LATERAL LENGTH TYIpE E-BX6-RDH P -8X6 -RDH ADDED #5's 3'-8" (4411) PRECAST 1,989 1,989 4,771 4'-0" (48") PRECAST 1,761 1,761 3,743 4'4" (52") PRECAST 11581 1,581 3,014 4'-6" (54") PRECAST 1,504 1,504 2,727 .51-811 (68") PRECAST 1,121 1,121 1,516 5-10" (70") PRECAST 1,081 1,081 1,411 6'-871 (8011) PRECAST 920 920 1.,021 7 -011 (84") PRECAST 868 868 909 71-611 (90") PRECAST 801 801 773 9'-8" (1.16") PRECAST 598 598 F 432 • INCH LINTEL LENGTH TYPE 14'-8" (176") PRESTRESSED 15'-4" (184") PRESTRESSED „ 17'-4" (208) PRESTRESSED ,I „ 19'-4" (232) PRESTRESSED 21'-4" 1 (256") PRESTRESSED D 22`-0" (264") PRESTRESSED (} 24'-071 a (288") PRESTRESSED E -8X8 NIA N/A N/A N/A N/A N A / N/A GRAVITX P-8X8-oG P -8X12 -OG P -8X16 -0G P -8X20 -OG P -8X2406 P -8X28 -OG _,..,»_0000- ------------0...000---0000-. ,^ ----0000-- P-8XB�1G P -8X12 -1G P -8X16 -1G P -8X20 -1G P -8X24 -1G P -8X28 -1G _ __Nla____ ........._"�A-- ...._N A _.-,----"-�A -------- M_ ... 399 ^--- 772. 1 327 1992 2 644 3 233 NIA ---- NIA_--- -_.__ �A 000 0 -___MIA ._..,,,___NSA ___.. ____NLA.........?fah.___ _ NA '-_ 365 --�- 701 1,285 1 835 2 436 ;,980 NIA -^00 00-�N(A0000 _.___�A0000 --- ..... ^..-NIA---....._�H 0000 286 562 1025 1466 1,951 2,385 000 NIA0000 N1_A0000 _----H1A ^000 0-__N/�'!0000-lA---- --^-!VLA.......... 231 --__ 457 840 1205 1 606 1,968 NLA 0000 NIA____ ---. IVJA---- _---.N1.A ...._..... NIANIp---- ----1,89 -__- 378 701 1009 1,348 1,653 N A---- 0000 ��A0000 ---- rJ _A.,,, _...NIA .00...00_ NIA�.,. •----NLA____ .______I 168 339 632 912 1,219 , __ N A _-- NIA0000 0000 N/A 0000-HJ_A.___ - 468--- - 119 246 680 914 1 124 p -8X32 -0G P-8X32-iG _..-_ �7a---- 31,478 3,205 2 565 ----IA0000 ?,Ill 1,771 ^--1N50 ." 1 200 P -8X20 -1U P -8X24 1U P -8X28-10 P -8X32.10 E -8X8 "P P -8X17 -2U �P-BXifi-2U t P -8X24 -2U P -8X28 -2U 4" bearing. 11. When Grade 40 reinforcing is used, tabular load ratings must be reduced by 20%. PN LATERAL S INCH LINTEL. P -8X8 -1U P -8X12 -1U UPLI P -8X16 -1U P -8X20 -1U P -8X24 1U P -8X28-10 P -8X32.10 E -8X8 "P P -8X17 -2U �P-BXifi-2U P -8X20 -2U P -8X24 -2U P -8X28 -2U P -8X32 -2U LENGTH TYPE -8X8-20- N/A 228 N/A ,N/A �N/A 219 N/A 3 893 198 N/A ______;;._0.,000 242 332 524 „ (44) PRECAST 0---988 1142 0--1L893--- ,_ „ 14 8 „ (176) PRESTRESSED N A j _.-._ 248 __-0000___000 396 0---_-0000___ 672 . ___.682._-_�.-.,648.000 977 1,356 16 4,351-000 _^. 3,058_0000_ -- -^_ 3 259 7,129 $f -------- 9,805_--^.___4,142___ 226 309502 (42") 641 782 919 --� 4 579 0---5792»»__ 6 983 8,7 21 10 438 (184") PRESTRESSED NIA 0000 2310000 � ____________ 370 616 00-000.0_ 912 -____•--- 11243 1,587 1,812. 5813 6 731 .__.,__�.._______ 7,649 .,^_.._______..» 4'-0" � 191 ?�?1__-_ 424 548 652 773 0000---9.4 _-_ 868 17'-4" (208") PRESTRESSED N/A _^---1940000 __- 301 .,_ ,0,000-- 509 ----------------------0000_. 757 1024 1294 1,464 _,, 4,236 4L905 _^ 5,574_ __- ^ 2 748 ------2 --_--_- 165 231 354 1,460 , 655 0000 0000 762---- -- - 5 660 7 188 19'-4" (232") PRESTRESSED N/A 0000-169____ __ _-- _, 25g -- _ 435 -_ __458. ^-.----578 532 851 1 109 1 2^37 6 646 §M§ 7 559 51_4" (64") PRECAST 197 31 402 501 _., 582_ _ 663 -1,052- 21'-4" (256") PRESTRESSED N/A _141 --...........--- 142. 232 - - _ � 382 _ -s52 __ .,,732 __ 924 •__ 4L`I48-------- 5,3210000 --- 6,051---- 5'-10" (70t1) PRECAST 194 301 384 473 562 .. 632 ^ 0000_-- 22'-0" (264") PRESTRESSED N/A ._--136----,_____ 140 22____5 ____ _____ 356 __---____ 513_____.__. 641 875 1,004 4,759__.,.___5,853.,,_ 421 '-21............747__ 6141 {78") 125 907 756---. 3` 4310000.0000501__-- .._.__c,_»0.000 2,676 00 572 __-- 24'_0 11 (288") PRESTRESSED N/A -. _ 128 6000-_181__.. 203 0000 321 472 608 762 884 E -8X8 P -8X8 ADDED #5`s P -8X12 OG P -8X16.0, P -8X20 -0G A/A I 382 N/A N/A 365 N/A N/A i 312 N/A N/A 267 N/A N/A 228 N/A ,N/A �N/A 219 N/A 3 893 198 N/A DR.ISCOLL ENGINEERINGr INC Post Office Box 357577 Gainesville, Florida 32635-7577 Phone: (352) 331-1513 Fax: (352) 333-6996 EB#8690 GRAVITY #,1NCH LI 1 GL UPLIFT P -8X8 -OG P -8X12 OG P -8X16.0, P -8X20 -0G P -8X24 -OG P -8X28 -OG P�8X32-OG P-BX20-1U - P-8X20_2U --14+294 ,_____ 14,294 ^ !~-8X8-P-6X12-IG_ P-8X6-RQH-1G 00-- P -8X10 -RDH -1G _i' -8X16-1,- -P-8X2071, -V&P-IG�I P-BX28-17d-• � .0000- P -8X32 -1G . _ _ ..0000_. LENGTH TYPE I ' 2'-10" (34") 967 3 893 4 483 ___ G__ 5 654 ________ G__________ ______;;._0.,000 ___L-0000__ 94166...... 00.,00_ 3'-8" � „ (44) PRECAST ... ,_____i.-______ 4,219 ._____t________ 7 552 10,005 12 457 14 910 17,363 19,815 �. 51- " 4 (48") PRECAST 1,445 4,351-000 _^. 3,058_0000_ -- -^_ 3 259 7,129 $f -------- 9,805_--^.___4,142___ •_..__...................... .-0051 9,216 __.___..._-___.r._____0000_ 5 05f T-6" (42") PRECAST 2,080 ____11947 2,175 --� 4 579 0---5792»»__ 6 983 8,7 21 10 438 12,155 13,873 ' ---^ "" 4 6 1, (54") PRECAST 1 136 3 058 3 976 � 4 845 s_...____ ._____L,___0000 5813 6 731 .__.,__�.._______ 7,649 .,^_.._______..» 4'-0" � (48") PRECAST 1,717 ._.__.i.___..-.., ---- 1,167 1 187 3,259 5,220 7,114 8,515 9,916 11,317 6 107 730 --�-, 5,-811 ( „) 68 PRECAST 965 (70") 2,898 3,567^-__ _,, 4,236 4L905 _^ 5,574_ __- ^ 2 748 ------2 --_--_- 4'-6" (54") PRECAST 1,460 -_-_ 008 ___ _2,192 ,__- 2 349 ___ .__. _ 004 -- - 5 660 7 188 8,371 9 553 - I 4� 88 _..-_.______Sr4` •___-__- 088 3__^___ S 146 71-011 7' -011 - - -- 71-611 7'-6" 822 1 191 2 619 3 985 5 350 ........ 6 646 §M§ 7 559 51_4" (64") PRECAST 1,166 _____.t 857 1,226 2,749 4114 5/479 6,844 7,877 0000 11081 1,081 00005- ........... 1596 ___ - .... 21259 2 259---� 1 274 1347 7333,238_ 2 065 ____1_______ 2,568 2,370 ____1_____-- 3,427 - __ •__ 4L`I48-------- 5,3210000 --- 6,051---- 5'-10" (70t1) PRECAST 1,040 ,".--764 0000 1,092' 2 143 3 353 __4L563 5,772 6 982 .__x,364 -- 1429 11593 1,661 11894-- 2,606 512 692 982 1 275 2 572 3 666 ._.,. �-00.00_^._,.-,. 4,759__.,.___5,853.,,_ 421 '-21............747__ 6141 {78") PRECAST 907 .............. 720 000.0..__-.._. 1,010 •0000-c 1 582 .._.__c,_»0.000 2,676 3 770 4,863 5,957 PRECAST 318 __5_3 ... 503 527 707 582 -- -1906. __ 1095 .___i 321 __ __. _-- 2,602 -- _3,5(19 ------- 512 7'-6" (90") PRECAST 760 ____65_-„_ _„824____ ___ 647 _ _-1,068 __ •__ 1 092 ___.11694 1 780 2 6980000 3 595 4,503 - 361 309 255 230 361 .309 ---- 265 229 212 191 173 157 502 (168") 920_---- 1 131____ ^__ 1,846„00.0.0 2,621w___ 3,397____ 8' -6" 1 (102") PRECAST 702 ___. 0000 522 ----_711__-_- 730 0000 940 -----L___ III 1920 2 695 3 471 451 637 825 1,013 12p3_2057_,,,_ _____L____ -_, 2c749 =41"(1 PRECAST 582 -----4-fi$ 655 843I »^»_ 1031 112-2-1. 2,123 2 814 I (126") PRECAST 506 394 --_-_410_- _ 557 _ ___.570 _ __� 721 0000__, 736 885 ____.0.0._ 900 1,049_ ..,'0 1 065 1,2150000 "I 1,503 2,103 " 10`-6" 411 563 714 867 1020' __,1,174 ___ . _ . ___... 19 1 V41 13611 I ( ) PRECAST 461 --__426 ___ ___$27 __ ---_0000-- -__ 729 0000-____-____ 881 .--_-_c____,., 1 034 1 188 1,773 12'-0" i (144") PRECAST 431 411 ,_»426 -,, 563 ,.,5%7 ,»-- ... ",,,.729-- 867 ,,881___ ....... 1,020-_-- ___1034 _ 1,174 --1,186 r - 1,719_ ---1773 -- '- " 13 9 160" ( ) PRECAST 340 386 _-„_399 ___ 527 _____5i_____ _;,,670^__,_ __ 583 812 ____0000_-----.---____.,,.__._. 826 955 969 1,099____ 1 113 1,24�k____ 0000, 1258 343 469 ---- 355 ------- 481 607 ___________,.__ 734 ----------------- 1 116 325 444 564 684 1045 14'-811 I (176") PRECAST 239 ______________ 337 ,__.__,....___.__ 456 •.____ 575 .-..._95-..___ 695 __---8n5-----•---- 935__.._.-------------- 1,05 PRECAST 202 ----- 309__ 320 0000^422 0000 433 0000 536_-__ 547 - �.___ 6�}90000- 660 0000 733_____ 774 .0000 877__ _.....__.....992-_ 888 __- 1 003 15'-4" (184") 8 INCFi RECESS LINTEL UPLIFT 8X6 -RDH P -8X6 -RDH -1U P -8X10 -RDH -1U P -8X14 -RDH -1U P-8X18-RDH-iU P -8X22 -ROH -IU P-8X26-RDH:1U P -8X30 -RDH -1U ,• ..... '-n ove MMCI ;ii -•ti 4VI A -011W. -A l 0-AViA.12r) l"711 P-RXIS-RDH-2U P-SX2z=R[ H411 P -8)(26 -RDH -2U P -8X30 -RDH -2U i i o A R C H IT E C T S Design G ro u p ine_ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesign grou p_conn AA #: 0003325 B_• C i-Ti�TEL UPLIFT P -8X6 -RDH -OG +ar AVA1 r P- 8X10 -RDH -OG P-BXI4-RDWOG P -8X18 -RDH -OG P 8X22_ RDH _OG P -8L __RDH: OG P.8X30_ ... P-BX20-1U - P-8X20_2U --14+294 ,_____ 14,294 ^ E -8X6 -RDH P-8X6-RQH-1G 00-- P -8X10 -RDH -1G P-8X14-RQH-1G P -3X18 -RDH -IG P-BX22-RIGH-1G P -8X26 ADH -1G P -8X30 -RDH -1G -�-LENGTH TYPE 3,487 ' 10,396 2'-10" (34") 967 3 898 L__ 4 483 ___ G__ 5 654 ________ G__________ ___ __61$24___ 71995 ...__ .___ 94166...... 00.,00_ 3'-8" � „ (44) PRECAST 1,636 ^...._...._»^,.0000_ 967 ________ ^ _,»_^ 4,078 ..0000..__ ^-_ 5,195 7,313 8,910 10,507 6,272 12 104 , 7190 51- " 4 (48") PRECAST 1,445 854 0000_ 0000 ------^_- - 854 _^. 3,058_0000_ -- -^_ 3 259 3,517.__"__ 239 •, 4 435 _ _ _ ,_ 6200 _ 5 354 ----78150000_. •_..__...................... .-0051 9,216 __.___..._-___.r._____0000_ 5 05f 10 616 51 793 _�1w0t1 - 4 ..4t1 1 (52") PRECAST 1,294 764 000.0._ 764,__--^- 2463- ---- --.__-- ,61 - 2,619 2 B33 0000_ --------L---- _ 3 492 ______3.572_ _.. __ 5,238 4 312 .. ..,._.r .._^», ., ,_. w�_ 6,959 _» . ,8 206 _�» »M_ _ -_9 ---^ "" 4 6 1, (54") PRECAST 1,229 726 _ _ 0000 726,_,___ 2 228 ____f L__,__.0000 __ 2 349 2 563 ,_______c__.^.0000_ 3 177 3,232 0000 ----004LB3 _-- 4 832 3 901 0000 0000-- -- -- 6 488 4 571 _______1___________ 7,780 ______?1453 ? 000..0-..__ 8,962 1,115 L__ -_-__.____G»,,.__-, 1,221 1491 1,604 3 038 •__._L_..__.- 3 038 908 582 __0000- ^^ 0000 0000 582 1,134 _._ __________ 1 134 0000._ 1,700______ 1 700 2,958 _______ c_.._.___.. 2 958 12 15 000,-^--•,»0000-5 4 215 S 322 473"_,._...,----fi 6 107 730 --�-, 5,-811 ( „) 68 PRECAST 5'-10" (70") PRECAST 875 562 _-------562--_...._. 1 092 ________L_____ ^___ 1 092 1 538 0000_^ _L---------- 1 538 2 748 ------2 --_--_- 3 958 -___....� 958^000,....0__-__S 4 95S 1680-_^...______8,377___^ 5 686 » 6' 811 a (8011) PRECAST 740 564,-__^__ .0000._ 524 978 _ __^"""" 973 ______ ________L1____0,000 �� 1 973 ___ .t_ , ___. --- 973 3 031 ,000..,0 �___-..___._ 3,031 4� 88 _..-_.______Sr4` •___-__- 088 3__^___ S 146 71-011 7' -011 - - -- 71-611 7'-6" I (84") �-- (90") PRECAST PRECAST 696 639 0----__ 494 494 -0000-- 455-0000_. 7}55 921 921 847 ,.....,..,0,0»........ 847 1,054 _0000___ .__ .�____ 1054 969 ........ 60 969 1691 _-- _ ...__.,._ ^0I 1691 1,215 __......... __-----4 1215 _ __ __!- _ ---- ?,683 _-- 2 683 ---^--21234 --- _ 0000- -- 2 234 _-_-_31675 __ __._ _ _ _------------ 3 675' ^ 0000_ _ - ---- ------3,1----------- 3,142 ___^ 4,667 -^^__ ^_ 0.000 _ 049 y'-8" , (116") , PRECAST 336 ___�_ 3380000-- 629 0000- 629_ ,.__ 719 719W0000 900 __. 900 0000 11081 1,081 00005- ........... 1596 ___ - .... 21259 2 259---� a INCH LINTEL UPLIFT LATERAL E -8X8 -P-8X8_2Ur 3,533 P -8X8 -1U -4 074 _ - - 4,074 P -8X12 -1U - P_8X12-2U 8,203 --- '- 0000-- 8,203 P -8X16 -1U -- - P__-8X16.2U _11,335- ---_-•_- 11,335 P-BX20-1U - P-8X20_2U --14+294 ,_____ 14,294 ^ P -8X24 -1U - P_ -8X24 -2U 17,253 00,....., 17,253 P -8X28 -1U P -8X28 -2U 20,12_ _ ._ . ,.,___ 20 212 P -8X32 -1U P -8X32 -2U - 23,71 __ ._ 23,171 E -8X8 P -8X8 ADDED #5's [.ENGTIfi TYPE 3,487 3,487 ' 10,396 2'-10" (34") PRECAST 31-611 (42") PRECAST 2,571 2,138 1,832 1 944______4,845___ _' 1 g44 -135K ....... 1,256 1,079 "" 1 679 00.00 4 845 3,404 -__ .,,_ 3 404 2,410_.._.__ Z-410 _ 7,747-__ 7 747 51777 -_ 5,777 4,419__- 4,419 __10,059__,__?t�4�_. 10 059 __,B,XSf)_^. ,__ 8,150 _ 6,427 - 6,427 12 141 9,943 __ 9L943 8,426 __ 8,426 _,14,223-- 14 223 __ 11,548__ 11648 ^--9'8-- -- 9,871 --161305_ -i6,305 - 131353 - - 353 111315 -- -- ---- - 11 315 2,525 2,092 1,642 2,525 2,092 1,642 5,451 3,743 2,727 }'-0" _..�_ (48") (5411) PRECAST PRECAST 51- " 4 64" ( ) PRECAST 1,481 _ _ 899 899_._._-1455 1368 L-000000 3 009 00--'--0000.......-L- 3 009 4 671 L-- 4 671 6 056 ___^�------- 6 334 ---71109 -- 7 996 ---p1161__ 9 379 1,436 1,436 1,763 Y-� 5'-10" (70") PRECAST 1,330 808 _._ 808"00..00_i_3�B_ 1,232 _ _ _ 2,332 -_.-__ - 2 332 3 810 ,..__ r__.____ 3,810 4 889 ,____1_______ 5 287 5 739 _» ,:___-_., 6 764 6 589 0000 t.»0000_ 8,242 1,285 11285 1,411 w` 6'-6" (78") PRECAST 1,027 ,___-�� ----0000-- 734 1,115 L__ -_-__.____G»,,.__-, 1,221 1491 1,604 3 038 •__._L_..__.- 3 038 3.C808 __ ,0000 --- 4,376- ___41470 __ 5,7 _ 5,131 -__0000 7,054 1,127 1,127 1,085 7'-6" (9011) PRECAST 634 624 ---------------- 624 951 _T40 --- 1 042 1 275 --____ 1 367 2 025 •____a"0.000. 2 025 2 774 ,____.1___-.__ 3 142 3255 ____� 4 259 3 736 r.____-. , 951 _ 951 773 8' -6" (102") PRECAST • 427 545 -------------------------.---- 545 833 913. 1,�.�8_-_ 1 197 ,,,.,1,401___ 1483 ___7.1129 _- 2 266 _..71498 ,_ 3,225 J&67 4,184 823 823 823 579 495 756 829 1016 -__c___,.__.____a_______ i 088 1 274 1347 1531 .___1_______ 1 607 2 065 ____1_______ 2,568 2,370 ____1_____-- 3,427 667 ^ 667 468 (112") PRECAST 323 10'_611 (126") PRECAST 230 ___ 440 440 - ._-. 672 738 9040000 968 •--1,135___ 1 198 .__x,364 -- 1429 11593 1,661 11894-- 2,606 512 512 359 (136") PRECAST 376 421 '-21............747__ 584 794 �^-962 ........ _1004 -t_0000»_ 1 179 1 214 ._.._1__-__»_ 1396 1424 __,_s__0000- 1,614 1 633 � --1-- 2221 595 595 303 000.0. 12` 0" (144") PRECAST 318 __5_3 ... 503 527 707 717 9 -- -1906. __ 1095 .___i 321 __ i 284 ____1____.__ 1527 1473 ____1_^,., _ 1734 510 512 267 (160") PRECAST 238 360_ ----36Q ___, 440 _-_»-06----.__--___0000 640 406 612 378 + 587 564 598 825 551 __^_ 789 512 757 .,, 4780000 727 755 1 _ 1011 697 600.0967 --- 646 9 2 7 --- 6 3 --0006__ 891 912 ____________ 1197 842 _�-1 1'44 -_ 781 ____________ 1 097 0000 729 1055 1 070 ____1_______ 1 383 --_t387 _-- 1323 915 _.._^0001-,__ 1 26B 854 _ _^__, 1219 1 227 ---_.r_._____ 1,570 ---11132 1,501 1050 _ .......__.. 1440 979 6000--0000-- 1384 361 309 255 230 361 .309 ---- 265 229 212 191 173 157 ` (168") PRECAST 210 344 0000_ 344 - 1 .,8 I. 4 176 ( ) A5 PR EC T 187 329 - _ 000.0 .,._ - 329 - - 15'-4"PRECAST 168 316 0000--7000__..,.353.__, 316 r3tT8I.`IIV. 8iC LOT: TUSCA PLACE SOUTH_ LOT X35 PP.OJECT# 1664.054 MODEL: "2200 GAitAGE STnNG: RIGHT PAGE: LINTEL SCHEDULE- (PRO-CRETE) CHEDULE(PRO-CRETE) ARCHITECT: ,TATE OF FLORIDA DA1AAc 11/18/10" SCALE: 1/4"=V-0" :SHEET OF,/IIII�jIIII B." JL A TN 1� Qw Lo mw 1� 3050 -SH EGRESS 3050-5H 3050 -SH EGRESS EGRESS EGRE55 i� 11 12 13 WINDLOAD CALCULATI0NS COMPONENT AND CLADDNG WIND LOAD$ BASIC WIND EXPOSURE FOR 3 SECOND GUSTS GALL 0 SQUARE FOOTAGE WINDOW SIZE110 AND TYPE Z0� MPH WIND RBuIARK$ 120 MPH WIND 1 31 3008 W/ 14° 5L `1 20.1/ -23.2 24.0/ -27.6 2 14-5H TEMP, 4 21.8/ -23.(o 25.9/ -28.1 3 112 T-0 x -0 GARAGE POOR 5 18.3/ -20.5 21.5/ -24.4 4 17 25-5H 4 21.1 -22.9 25.1/ -21.3 5 I-1 a5 -SH 4 21.1/ -22.9 25.1 -2-1,3 ro 42 '-0" X G'-5' 19.8/ -21.0 23.5/ -251 21.2/ -23.0 25.2/ -21.4 S 17 25-3H 5 21.2/ -23..0 25.2/ -21.4 9 1i 25 -SH 4 21.1/ -22.9 25.1/ -2-1.3 10 11 3050 -SH 5 21.2/ -23.0 25.2/ -21.4 11 17 3050 -SH EGRESS 4 21.1/ -22.9 25.1/ -21.3 Ia I� 3050 -SH E G R E 5 5 4 � 25.1 -2-1.3 13 1-I 3050 -SH EGRESS 21.1/ -22.9 o 25.1 -2-1.3 14 I� 3050-5H EGRE55 5 21.2/ -23.0 25.2/ -21.4 15 17 3050-$H EGRESS 4 21.1/ -22.9 25.1/ -27.3 lh 17 3050 -,SH EGRESS 21.1/ -22.9 25.1/ 25.1/ -2-1.3 1-I I-1 3050-51A 4 21.1/ -22.9 25.1/-213 WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 2001 ALLOWS THE PRESSURES TO 5E AVERAGED WHEN THE OPENING IS PARTIALI- Y LOCATED IN 50TH ZONE 4 AND ZONE 5 WIND PRESSURES ARE 13A5ED ON WIND 5PEED m 120MPH (3 SECOND GUST) IMPORTANCE FACTOR =1.0 EXPOSURE CATEGORY = B MEAN ROOF HEIGHT -LESS THAN 30 FT. FOR AN ENCLOSED 5UILDING 1(01-01 2'-411 v n'-4' 2'-4° ZONE 5 p _ +21.5 / -26.55 ZONE 4 p = +21.5 / -24.0 PERCENTAGE OF AREA WITHIN ZONE 4: A4= 11.33+ 16=0.71 tt PERCENTAGE OF AREA. WITHIN ZONE 5: As= 4.66+ 16=0.29 e AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21.8 (0.9) + 21.8 (0.10) =19.62+2.18 = 21,8 psf AVERAGE LEGATIVE PRESSURE ON GARAGE DOOR: p = -24.0 (0.71) + - 26.55(0.29) = -17.05 + (-77) = -24,75 psf AVERAGE GARAGE DOOR PRESSURE: P=21.8/-24.8 A R C H IT E C TS Design roup GInc. A41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 OU33DM & LAT: TUSCA PLACE SOUTH LOT X35 P P.O.TECT# 1664.054 ]MODEL.: 2200" GArtAGE OWING: RIGHT PAGE: WIND LO AD C ALC ULATIO NS mmmoole ARCHITECT STATE OF FLORIDA 0 DA : 11/18/10 SCAL :1/4"=1'-0" SHEET I C OF D � a � � o z to O p U � Q OU33DM & LAT: TUSCA PLACE SOUTH LOT X35 P P.O.TECT# 1664.054 ]MODEL.: 2200" GArtAGE OWING: RIGHT PAGE: WIND LO AD C ALC ULATIO NS mmmoole ARCHITECT STATE OF FLORIDA 0 DA : 11/18/10 SCAL :1/4"=1'-0" SHEET I C OF 0 ARCH IT``ECTS * Design VI r0 u p Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SulaDiv. alp DoT: TUSCA PLACE SOUTH LOT X35 PROJECT# 1664.054 MObEz. )2200" GARAGE SWING: RIGHT PAGE: FIRST FLOOR. PLAN ARCHITECT - STATE OF FLORIDA r Kl'v JAM CANTWELL NO 12079 DA T 11/18/10 SCAlM: 1/4"=l'—O" 81 SEET 2°Fi w w p � a � � Q U A � SulaDiv. alp DoT: TUSCA PLACE SOUTH LOT X35 PROJECT# 1664.054 MObEz. )2200" GARAGE SWING: RIGHT PAGE: FIRST FLOOR. PLAN ARCHITECT - STATE OF FLORIDA r Kl'v JAM CANTWELL NO 12079 DA T 11/18/10 SCAlM: 1/4"=l'—O" 81 SEET 2°Fi i r - IN 2 c) i m f�----- f ----------------------------- o EN BEDROOM #4 , BEDROOM M #3 o i o S Dp= BELOW (CARPET) SCALE: 1/4"—l'—O" (CARPET) � 0F� 2x8 2x8 3050-5H 3050-5H 3050 -SH ECo 2E55 3050-5H EGRE55 STAIR DATA ECrtRESS leo R15ER6 V -1.5" 15 TREADS 6 9.5" 4,_5„ g, -oil SI_0il L S _0�� 10'-4" 111-1011 11'-10' I /� 34' -011 w -----.--... VAT I O N 99 99 0 rl-)ELE 2'-10" 28'-4" 2'-10" 12'-4' 3050-5H 3050-5H Fr-��cc, ECaRE55 4X4 '-0 j 4" - POST 2'-4" L &'-0" 42" LOUD 4X4 WALL W/ POST Ixro WD- BEDROOM #4 BEDROOM #3 e 5'-0" CLC. 5'-0" CLG- c� m GAP _, (CARPET) (CARPET) -- --- -------------------------------- --- LL_ OPEN � f TO �- BELOW I 2X8 2X8 3@5m -SH 1 13050- 3 STAIR DATA 050-5H 3050 -SH EGRE55 16 RISERS 'a �.5" 10'-411 ECsR 55 12'-211 EGR 55 11 -G 15 TREADS -0 9.5" 4'-0" 9'-4 1/2" (01-111 10'-�" 4'-0" 34'-0" I I I �l ------------- SAN EU"OND FLU"OR PL s A RC H ITEC TS L441 N. RONALD REAGAJBLVD. LONGWOOD, FL 327 PH: 407-774-607 FAX: 407-774-407 www. a bd esi gn gro u p. AA #: 0003325 STJ$DIV. 8e LIDT: TUSCA PLACE SOUTH - LOT X35 PROJECT# 1664.054 MODEL.: "22OO" GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLAN mmmoor ARCHITECT: STATE OF FLORIDA OPV 1 1201 JAMSN`1�WELL AMA 12+D7�9®� Dp= N SCALE: 1/4"—l'—O" SHEET 0F� Q w � Ll o � U uo A � � Cr � A ti STJ$DIV. 8e LIDT: TUSCA PLACE SOUTH - LOT X35 PROJECT# 1664.054 MODEL.: "22OO" GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLAN mmmoor ARCHITECT: STATE OF FLORIDA OPV 1 1201 JAMSN`1�WELL AMA 12+D7�9®� Dp= 11/18 1O SCALE: 1/4"—l'—O" SHEET 0F� I 1 25'-h" RIDGE HGT. G" LAP SIDING 1"X4" TRIM eCARD--._ I5'-0" 2ND FL. = 1442 SQ. FT. BRCS. HGT. = 1/300 AREA REQUIRED 1'-O' WINDOW STYLE DETERMINED PER COMMUNITY w 18"XbO" DECORATIVE APPLIED SHUTTERS MIN. REQUIRED VENTILATION IN 10"-0' 2ND F.F. —4- - 8'-8" 5RG. HGT. 6'-5" = 345.ro 411, RAISED OR SCORED BAND (DETERMINED PER -77 COMMUNITY) = 115 SQ. IN. PER VENT 12"X48" DECORATIVE = (3) APPLIED SHUTTERS = (3) 0 m 0'-0" FIN. FLR. 51 FRONT ELEVATION TEXTURED FINISH 25'-(o" RIDGE HGT. ,�, OFF R I DCsE VENT 12 IF 5� 18'-0" 2ND FL, 5RG. HGT. 11 o 114�1 10`-0" 2ND FF. 8'-8" 5RG. HGT.* _ – – 0'-0" FIN. FLR. 1/8" THICK, 3 COAT GEMENT PLASTER OVER GRADE 'D' FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP 25'-(o" RIDGE HGT, OR GRADE 'D' FELT PAPER 14'x4' GALV. 'L' -TYPE FLASHING SET IN ROOFING CEMENT FOERGLASS SHINGLES OVER *15� FELT PAPER ON 1116' O.9.B. SHEATHING OR 1/2' CDX PLYWOOD SECURED PER NAILING SCHEDULE 310'-0' 2ND FIN. FLR..,L 18'-0" 2ND FL, BRCS. HGT. 10"-O' 2ND F.F. a'- a' BRG. HGT. a' -O' 5RG. HGT. 6 GARAGE RAISED OR SCORED BAND DETERMINED PER COMMUNITY) 0'-0' FIN. FLR. d4 25'-G' RIDGE HGT. 18'-O' 2ND FL. 5RG. kGT. r- 10"-0" 2ND F.F. -0 I I� Ir O' -O' FIN. FLR. `J REAR ELEVATION TEXTURED FIN15H LSU -26 2x6 RAFTERS 12 ±V-8" 5RG. HGT. .h LU926 W/ (4) 10d's TO LEDGER AND (2) 10d1ha TO 2x6 J015T 2X6 LEDGER W/ 1/2"x8 THREADED ROD 32' O.C. _ 0 MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY 6' MIN EM5 ED. 1/2'THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2x6 LEDGER SECURED W/ 1/4' x 4' LAG $OLT W/ 2' DIA. WASHER 0 214' O.G. MAX 2x6 BLOCKING AS REQUIRED S.G.D. C GABLE AREA OF ATT I C = 1442 SQ. FT. NET FREEE VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 1440/300 w = 4.8 SQ. FT. _ (o9L2 SQ. IN, MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 X (091.2 = 345.ro (5ALANCE TO 5E PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT TOTAL * OF VENTS REQUIRED = (3) TOTAL # OF VENTS PROVIDED = (3) COPT. COV. PATIO 'A R C N I T E C T S Design Group , nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J 8uBr�IV. ?.SOT: TUSCA PLACE 16 SOUTH LOT X35 FROJECT# 164.454 MODEL: "2200" GARAGE SWING: RIGHT PAC,'11'E: FRONT & REAR ELEV.A.TION �a B" mmoof ARCHITECT r /1 �, - I STATE OF FLO51DA K04 19 D N ; 11/187/10 8 : 1/4"=1'-0" SHEET 4 B 1 6 w a D Q O E z O N u q � 8uBr�IV. ?.SOT: TUSCA PLACE 16 SOUTH LOT X35 FROJECT# 164.454 MODEL: "2200" GARAGE SWING: RIGHT PAC,'11'E: FRONT & REAR ELEV.A.TION �a B" mmoof ARCHITECT r /1 �, - I STATE OF FLO51DA K04 19 D N ; 11/187/10 8 : 1/4"=1'-0" SHEET 4 B 1 6 25'-(a" RIDGE HGT, - �, _ _ _ _ _ - - _ _ _ _ _ _j 25'-(0" RIDGE HGT. (o" LAP SIDING 1"X4" TRIM BOARD 15'-0" 2ND FL. 5RG. HGT. 1'-0o 7riTi WINDOW STYLE DETERMINED PER COMMUNITY 18"x&o" DECORATIVE APPLIED SHUTTERS ti 1011-01, 2ND F.F. �b 8'-S" 5RG. HGT. RAISED OR SCORED BAND (DETERMINED PER COMMUNITY) 12"5<48" DECORATIVE APPLIED SHUTTERS rn 0'-0" FIN. FLR. 25'-(0" RIDGE HGT. TExTURED FINISH 12 51 la' -O" 2ND FL, 5RG. HGT. 10"-C" 2ND F.F. S' -S" 5RG. HGT. 5RG. HGT. —" m GARAGE RAISED OR SCORED BAND (DETERMINED PER COMMUNITY) m O' -O" FIN. FLR. - – _ 25'-(o" RIDGE HGT. qr OFF RIDGE VENT 0-0" 2ND FL. 1:3RG, HGT. 1"X4" TRIM 50ARD Ll (o" LAP SIDING 10"-0" 2ND F.F. OL— — — — A — - - S'-5" 5RG. HGT. �, _ I 0'-0" FIN. FLR. 18'-O' 2ND FL. 5RG. HGT. .r 5'-5" BRC -4. HGT. REAR ELEVATION TEXTURED FINISH 1/8" THICK, 3 COAT CEMENT PLASTER OVER GRADE "D" FELT PAPER BACK MEt 1- LATH OVER APPROvED HOUSE WRAP OR GRADE 'D" FELT PAPER 4'x4' GALV. "L" -TYPE FLASHING SET IN ROOFING CEMENT FOERGLA55 SHINGLES OVER *15--\ FELT PAPER ON '1116"0.8-5. SHEATHING OR 1/2' CDX PLYWOOD SECURED PER NAILING SCHEDULE 312'-0' 2ND FIN. F L5U-26 2x6 RAFTERS ` �-- *V-5" 5R3. HGt. .1. LU526 W! (4) 10d's TO LEDGER AND (2) 10d's TO 2xb 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 GEMENT PLASTER APPLIED DIRECTLY TO MASONRY � 2x6 LEDGER SECURED W/ 1/4' x 4' LAG BOLT W/ 2' DIA. WASHER 24' O.C. MAX 2xfo IBLOCKING AS REQUIRED I % S. G. D. GAB Ll /I AREA OF ATTIC = 1440 SQ. FT. NET FREES VENTILATION b AREA REQUIRED 25'-(a" RIDGE HGT, - �, _ _ _ _ _ - - _ _ _ _ _ _j 25'-(0" RIDGE HGT. (o" LAP SIDING 1"X4" TRIM BOARD 15'-0" 2ND FL. 5RG. HGT. 1'-0o 7riTi WINDOW STYLE DETERMINED PER COMMUNITY 18"x&o" DECORATIVE APPLIED SHUTTERS ti 1011-01, 2ND F.F. �b 8'-S" 5RG. HGT. RAISED OR SCORED BAND (DETERMINED PER COMMUNITY) 12"5<48" DECORATIVE APPLIED SHUTTERS rn 0'-0" FIN. FLR. 25'-(0" RIDGE HGT. TExTURED FINISH 12 51 la' -O" 2ND FL, 5RG. HGT. 10"-C" 2ND F.F. S' -S" 5RG. HGT. 5RG. HGT. —" m GARAGE RAISED OR SCORED BAND (DETERMINED PER COMMUNITY) m O' -O" FIN. FLR. - – _ 25'-(o" RIDGE HGT. qr OFF RIDGE VENT 0-0" 2ND FL. 1:3RG, HGT. 1"X4" TRIM 50ARD Ll (o" LAP SIDING 10"-0" 2ND F.F. OL— — — — A — - - S'-5" 5RG. HGT. �, _ I 0'-0" FIN. FLR. 18'-O' 2ND FL. 5RG. HGT. .r 5'-5" BRC -4. HGT. REAR ELEVATION TEXTURED FINISH 1/8" THICK, 3 COAT CEMENT PLASTER OVER GRADE "D" FELT PAPER BACK MEt 1- LATH OVER APPROvED HOUSE WRAP OR GRADE 'D" FELT PAPER 4'x4' GALV. "L" -TYPE FLASHING SET IN ROOFING CEMENT FOERGLA55 SHINGLES OVER *15--\ FELT PAPER ON '1116"0.8-5. SHEATHING OR 1/2' CDX PLYWOOD SECURED PER NAILING SCHEDULE 312'-0' 2ND FIN. F L5U-26 2x6 RAFTERS ` �-- *V-5" 5R3. HGt. .1. LU526 W! (4) 10d's TO LEDGER AND (2) 10d's TO 2xb 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 GEMENT PLASTER APPLIED DIRECTLY TO MASONRY � 2x6 LEDGER SECURED W/ 1/4' x 4' LAG BOLT W/ 2' DIA. WASHER 24' O.C. MAX 2xfo IBLOCKING AS REQUIRED I % S. G. D. GAB Ll /I AREA OF ATTIC = 1440 SQ. FT. NET FREES VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 1440/300 = 4.5 SQ. FT. = 691.2 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC 5 X &91.2 = 34E .b (BALANCE TO EE PROVI'DE'D IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT TOTAL * OF VENTS REQUIRED = (3) TOTAL * OF VENTS PROVIDED = (3) 01PT. C OV. P ATIO A R C H I T C T S ADesign roupino. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www. a b d esi gn gro u p. co m 111- AA #: 0003325 h U W � z q u '61! SUBDIV. & LOT: TUSCA PLACE SOUTH LOT X35 PROJECT# 1664.054 MODEL: ))2200)) GARAGE SWING: RIGHT PAGE: FRONT & PEAS. ELEVATION "B)) (OPT. SIDING ARCHfTECT� STATE OF FLOPoDA A JAMES A ELL AR 12079 PRINT 1D.&TI; 11/18/10 :CALX: 1/4"=1'-0" g 25'-ro' RIDGE NGT. OL _ _ – _ _ _ _ _ – _ 512 15'-0" 2ND FL. 5RG. HGT. 11-0 10"-0' 2ND F.F. OL_ 8'-5' 5RG. HGT. a' -O' 5RG. HGT. GARAGE 0'-0" FIN. FLR. If LEFT ELEVATION TEXTURED FINI5H i 25'-(o" RIDGE NGT- 16-0' GT. 15'-0' 2ND FL 5RG, HGT. OFF RIDGE VENT r f10"-0' 2ND F.F. – – – – I – – – – – – – – – – – 1 OL – – – I – – – – – – – – – – – Ll 1 0'-0' FIN. FLR. RIGHT ELEVATIONJ TEXTURED FINISH 0 25'-&' RIDGE HGT. d4 15'-0" 2ND FL. Ir 5RG. HGT. d. 10"-0" 2ND F.F. _ S' -S' 5RG. HGT. 0'-0' FIN. FLR. 25'-6" RIDGE HGT. 15'-0" 2ND FL. 5RG. HGT. 14 10"-0" 2ND F.F. 5'-5" 5RG. HGT. Ir s -O 5RG. HGT. —I 1 'IM GARAGE am m 0'-0" FIN, FLR, I 5'-5" 1st FLR— BRG. HGT. 1 II 0'-O' FIN. FLR. OL _ — 1 -- ----------------------------- ®PT® COV® PATI{ AREA OF ATTIC = 1440 5Q. FT. NET FREEE VENTILATION _ 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 1440/300 w = 4.5 SQ. FT. = f 91.2 5Q. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC .5 Xag1.2 w _ 345.0 (E3ALANCE TO 5E PROVIDED IN SOFFIT OR EAVE VENT5) OFF RIDGE VENTILATION AREA = 115 50. IN. PER VENT TOTAL # OF VENTS REQUIRED = (3) TOTAL * OF VENTS PROVIDED = (3) LEFT 51MILAR A R C N I T E C T S De5111 Grou p ins. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 STJRDIV. & LOT: TUSCA PLACE SOUTH LOT X35 PROJECT# 1664.054 MODEL: "2200" GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEVATION B" 1166 - ARCHITECT STATE OF FLORIDA JA S CANTWELL R NO 12079 D Nq 11 18 10 :SCALE: 1/4" —1' —0'3 w w w co � o � O z A U A � E� STJRDIV. & LOT: TUSCA PLACE SOUTH LOT X35 PROJECT# 1664.054 MODEL: "2200" GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEVATION B" 1166 - ARCHITECT STATE OF FLORIDA JA S CANTWELL R NO 12079 D Nq 11 18 10 :SCALE: 1/4" —1' —0'3 ,)=I /-11 Crl'1r c Ll/ --T 25'-6" RIDGE HGT. 18'-0" 2ND FL DRG. HGT. 0 6" LAP $I DING 1"X4" TRIM 50,4RD LEFT ELEVATION TEXTURED FINISH OFF RIDGE VENT ----------------- 12 15 Ll 10"-0" 2ND F.F. – – – – – – – – –N N– – – – – 5RG. HGT. _ I � I I I e I I I I � 0'-0" FIN. FLR. �, _ —� – – – – – – – – – – – ll RIGTHT ELEVATION TEXTURED FINISH 25'-6" RIDGE HGT. 15'70" 2ND FL, 5RG. HGT. 10 -�D" 2ND F.F. 5RG. NGT. r� o 25'-6" RIDGE NGT. 15' -0" 2ND FL. – 5RG. HGT. 14 10'-0" 2ND F.F. 5RG. HGT. 8'-0" 5RG. HGT. —I GARAGE Im " m 0'-0" FIN. FL; - AREA OF ATTIC = 1440 5Q. FT. NET FREEE VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 1440/300 = 4.8 50. FT. = 691.2 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 x 691.2 = 345.6 (5A1-ANCE TO 5E PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 50. IN. PER VENT TOTAL # OF VENTS REQUIRED = (3) TOTAL # OF VENTS PROVIDED = (3) a'-8" let FLR ,i,- _ — 5RG. HGT. I I 0'-0" FIN. FLR. Ak SPT. COV6 PATIO LEFT SIMILAR A R C N I T E C TS A41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 J �3LT$Ia►I�T, 8e ?HJT: TUSCA PLACE SOUTH LOT X35 pRC3JECT# 1664.054 MODEL: 2200” C�AFiAC��C S3WI1rTt,�: RIGHT' - PAGE: LEFT & RIGHT _.. ELEVATION "B" Opr . SIDING ARCHITECTS NATE OF FLORIDA Nov JAM ANTWELL N 2079 nio A T 11 18/10 SCALE: 1/4"=1' ' 0" w � _ a o � � O z u A (� �3LT$Ia►I�T, 8e ?HJT: TUSCA PLACE SOUTH LOT X35 pRC3JECT# 1664.054 MODEL: 2200” C�AFiAC��C S3WI1rTt,�: RIGHT' - PAGE: LEFT & RIGHT _.. ELEVATION "B" Opr . SIDING ARCHITECTS NATE OF FLORIDA Nov JAM ANTWELL N 2079 nio A T 11 18/10 SCALE: 1/4"=1' ' 0" 0 HEADER SPAN CHART CONNECTOR SCHEDULE 5'-0" To SIMPSON STORY APPLICATION DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) 10d x 1 1/2 I -PLY/ (6) ISd 2 -PLY DBL 2 1985 (10) led x 11/2 1 -PLY Z 0 (2) META -16 1900 (14) 16d 2 -PLY 0 HETA-16 Isle (9) 10d x 1 1/2 1 -PLY/ (8) Ibd 2 -PLY Q � HETA-20 1810 (9) led x l 1/2 1 -PLY/ (8) 16d 27PLY 1'-0' To 1011-01D5L (2) HETA-20 20315 00) led x 1 1/2 I -PLY 2100 lit) 16d 2 -PLY x 12 MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (M IN. 12' EMBED), (22) 10d TO WOOD TWO 5TORY APPL I G,4T I ON DOUJN 5TA 1 R5 HGT-2 + 10950 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EM15L--0), (l6) led TO WOOD HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 106 TO WOOD DBL 2 LTAI 1420 (12) 10d x 1-1/2' Uig TO 5'-0" VGT 4940 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 8DS 1/4' X 3" TO WOOD x B (V) 6T (2-FLY)3-FI_Y) 1185/8890 (2) 5/5' A.T.R. IN HIGH STRENGTH EPDXY IMIN. 12' EMBED), e52) 909 1/4' X, 3' TO WOOD D51- 2 MTS -12 1000 (14) led x 1 1/2 6'-4" TO S'-0° HT9-16 1150 (16) IOd x 1 1/2 x 12 HTS -20 1450 (24) led x 1 1/2 LSTA-12 ++ 925 (10) led LSTA-18 1235 (14) led Ln META -18 ++ 1315 (14) 10d CL MSTA-24 ++ 1640 (18) 10d Cr- MSTA-36 ++ 2050 (gra) led j MSTI-36 3800 (36) loci x 1 12 M5TI-48 5065 (48) 10d x 11/2 H6 990 (8) Sd TO PLATES, (8) Sal TO STUDS $P4 885 (6) led x 1 1/2' TO STUDS A33 150 (4) 10d To BEAM (4)-10d TO POST. � kCP2 645 (6) led x 1 -1/2' -- HIO 995 (16) 8d x 1-I/2 ABU 44 2200 6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (12) 16d TO WOOD N ABU 66 2300 12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EM5ED.) IN CONC., (12J16d TO WOOD (Y LTTIS +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY(MIN. 1' EMBED.) IN GONG, (8)IOd TO woo O T720 +++ 1625 (1) 1/2' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC. (2) 1301-T TO WOO =3610 U (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMDKOJ IN CONC. (18) led x 1 I/2' 70 WOOD Z < HTT4 4235 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMeED> IN CONC. (18) 16d x 2 1/2' TO WOOD 43150 (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) led x 1 1/2' TO WOOD HTT5 4610 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMMO-) IN CONC. (26) led TO WOOD 5090 5/8 A..R. IN HIGH R G EPDXY, E Pa IN CONC. 6) lbd x 2 1/2' TO WOCIP HHDQ11-5DS 2.5+ 11,445 (V V A..TS.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED-) IN CONC., (243655 4' x ' WOOD SCREW � � H01 6480 (1) 1/8' A.B. IN HIGH TH Epoxy, mm 1' ,) IN CON( (3) ' STUD 13OLTS TO WOOD MBNA 396/11.215 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 615' EMi'SEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6:15' EMBEDMENT) IN C.M.U. FACE, I18rOd TO BEAM Ln HUW412 (WOOD) 3240 2510 (FLOG (10) 16d TO HEADER, (10) I6d TO WOOD 3140 (ROOF) w 0 HUC410 (CMU) 1510 5085 18-1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU (10) 10d TO WOOD z Q HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN G.M.U. WALL MUST 15E FILLED SOLID w/ GROUT. ++ led COMMON NAILS CAN 13E SU138TITl.ITED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23q REDUCTION IN THE ALLOWA15LE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 18 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' A.T.R. = A-301 ALL THREAD ROD (912 PROTECTION TYPE LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROBER CORROSION PROTECTION IS USED. WHEN USING 5TAINLE55 STEEL CONNECTORS, USE 6TAINLE55 STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, UBE 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-HW05-R", T-ANCHORSPECO-1, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2009. MIN HEADER SPAN CHART MINIMUM BALL AND HEADER �;TI TTS RE OUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" To 51NGLE STORY APPLICATION SIZE 1'-11 1/2" CLEAR SPAN DBL 2 x 6 UP To 5'-4" DBL 2 x 8 5 '-4" TO 7'-0' DBL 2 x 10 1'-0' To 1011-01D5L 2 x 12 10'-01, AND OVER TWO 5TORY APPL I G,4T I ON DOUJN 5TA 1 R5 SIZE CLEAR SPAN DBL 2 x 6 Uig TO 5'-0" DBL 2 x B 5'-0° To 6'-4" D51- 2 x 10 6'-4" TO S'-0° DBL 2 x 12 8'-0" AND OVER MINIMUM BALL AND HEADER �;TI TTS RE OUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" To S'-0" U.N.O. 4' -II 1/2" 1'-11 1/2" AND UP NUMBER OF HEADER STUDS Iii SUPPORTING END OF HEADER I 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: L HURRICANE 5TRAP5 TO 5E MANUFACTURED J5Y 51MP50N STRONG -TIE OR EaUAL, U.N.O. 2. TYPICAL HURRICANE 5TRAPS ARE A5 FOLLOUJ5, U.N.O., * TRU55 TO MA5ONRY/CONCRETE SHALL 5E META -16 * FLOOR J015T TO MASONRY/CONCRETE SHALL 5E HETA-16 AT EACH END AND 32" ON CENTER ON J0I5T5 PARALLEL TO WALL. * TRU55 TO UJOOD FRAMING SHALL 5E MTS -12 3.TRU55 TO TRU55 CONNEGTION5 AND HANGERS SHALL 5E DESIGNED AND 5UPPLIED 5Y TRU55 MANUFACTURER. 4. REFER TO TRU55 MANUFACTURER'S SIGNED AND 5EALED DRAUJINGS FOR LOGATION5, PROFILE, AND 5IZE OF ROOF/FLOOR TRU55E5. 5. HEADER SPAN CHART 4 MINIMUM UJALL 4 HEADER 5TUD REG?. ARE 5TANDARD UN.O ON FRAMING PLAN (o, MIN. 2X4 HIP GUT 5LOGKING 5EGURED W/3 -10d GUN NAILS OR 3-12d HAND DRIYE5 e EA END. GUT PITCH 4 5EVEL TO FIT TIGHT TO TRU55 A5 F'ER APA REaUIREMENT5. 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" 0.0. MAX. SECURE TRUSS TO LEDGER W/ (2) L-50 2x4 LEDGER BOTTOM 0 8'-S' SECURE TO FLR TRUSSES/11JALL STUDS W/ (2) 166 NAILS 2x6 RAFTERS * 24" O.C. ii ii � LL LL u ,`i U- IILL IILL U -u u II TILL w II II II IIII II II II II II ��Y II II II II II II II II II II II II II II II �� IBM TO 4xb POST I I I I I I I I I I I I I I I I I I I I I (2) META -18 � POST i i SL I NT i I 5 (2) 13/4'X1 I/4' �9L I I I I I I I I I I I I I I I I I I DROP BM 1�BM TO 4X4 POST (=05570 SLAB HTT- II OPEN TO ABOVE LL IL I f� II HUC410 SECURE ICN HANGER TO X SII SII SII SII SII SII BLOCK W/ 18 --_-----------_-- 1/4"X2 3/4' 2X12 BM TAPCONS (S il PER FLANGE) HUC410 SECURE HANGER TO CJ1C IBLOCK W/ 18 1/4'X2 3/4' TAPCON5 (S PER FLANGE) A(J� 4) F -I F7 F� F1 F7 F7 FTG4 (2—ply) GJSCA �� XF— U _ II II I cwq u CN CJ3C v u u — u.t � II II � 1 -11 'LOOR FRAMING PLAN �— 2X12 BM TO 4X4 — -----. POST I (2) MSTA-24 POST TO SLAB PGE 1 ABU -616 2X12 SM 1 P2 – _ _ P2 �I P2 ED N x I HUC410 SECURE HUC410 SECURE I X I HANGER TO HANGER TO I "` 1=2 BLOCK W/ 18 BLOCK, W/ 18 1/4"X2 3/4' 1/4'X2 3/4' TAPCONS (9 TAPCONS (9 1'2 PER FLANGE) PER FLANGE) 2 1 eCOVEIRID PATIO ACCO -SPAN 11/10/10 A R C H IT E C T S Design G ro u p� i nc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 -_. h u Iii m U 1 -11 'LOOR FRAMING PLAN �— 2X12 BM TO 4X4 — -----. POST I (2) MSTA-24 POST TO SLAB PGE 1 ABU -616 2X12 SM 1 P2 – _ _ P2 �I P2 ED N x I HUC410 SECURE HUC410 SECURE I X I HANGER TO HANGER TO I "` 1=2 BLOCK W/ 18 BLOCK, W/ 18 1/4"X2 3/4' 1/4'X2 3/4' TAPCONS (9 TAPCONS (9 1'2 PER FLANGE) PER FLANGE) 2 1 eCOVEIRID PATIO ACCO -SPAN 11/10/10 A R C H IT E C T S Design G ro u p� i nc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 -_. h Uuj �i � d - a � � a Uzzz10 SUBDIV. & LOT: TUSCA PLACE SOUTH LOT #35 PROJECT# 1664.054 MODEL: "2200" GARAGE SWING: RIGHT PAGE: FLOOR FRAMING PLAN ELEVATION mmmolf ARCHITECT - STATE OF FLORIDA NIV 42 10 Dp 11 18 10 SCALE: 1/4"=1'-0" D SHEAT 1E) i C 0P'l a HEADER SPAIN CHART CONNECTOR SCHEDULE SIZE SIMPSON D5L 2 x (o DES. UPLIFT GRAVITY FASTNER >- META -16 14b0 (1) 10d x 1 1/2 1 -PLY/ (6) 16d 2 -PLY QY 1985 (10) 10d x 11/2 I -PLY Z 0 (2) META -16 1%" (14) 16d 2 -PLY 0 HETA-1(p 1610 (9) 10d x 11/2 I -PLY/ (8) 16d 2 -PLY Q META -20 1810 (9) 10d x 1 1/2 1-PI.Y/ (a) 16d 2 -PLY UP TO 5'-0" (2) HETAA-202035 (10) 1dd x 11/2 I -PLY 2500 (12) 16d 2 -PLY TO &'-4" MGT + 3965 (1) fi/9' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBEP), (22) 10d TO WOOP &'-4" TO W-0' HGT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EFOXY (M IN. 12' EMBEP), (16) 10d TO WOOD &'-0" AND OVER HGT-3 + 1@53(0 (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) SPS 1/4' X 3' TO WOOD 0)VOTO-FLY/3-FLY) 1185/889fA (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN.. 12' EMl5ED), (32) 8061/4' X 3" TO WOOD MTS -12 1000 (14)10d x 1 I/1 HT8-16 1150 (I6)10d x 1 1/2 HTO -20 1450 (24)10d x 1 112 LSTA-12 ++ 929 (10) 10d L6TA-18 ++ 1235 (14) 10d V) MSTA-18 ++ 1315 (14) 10d tZ MSTA-24 ++ 1640 (18) 10d W META -36 ++ 29W (26) 106 (A MSTI-36 3a= (36) 10d x 1 1/2 MSTI-48 5065 (48) 10d x 1 1/2 H6 950 (8) Sol TO PLATES, (8) ad TO STUDS OP4 so& (6) 10d x 1 1/2' TO STUDS A33 150 (4) I0d TO IMAM, (4) 10d TO POST. HCP2 645 (6)10d x 1-1/2" H10 335 (16) 8d x 1-1/7 ABU 44 2200 6665 (1) 5/B' A7.R. IN HIGH STRENGTH EPDXY (MIN.. 1" EMMED-) IN CONC. (12) 16d TO WOOD N ABU 66 2300 12000 (U 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN. V EMEWDJ IN GONG, (12Abd TO WOOD W LTTI9 +++ 1340 (1) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (8A0d TO WOOD = LTT20 +++ 1625 0) 1/1' A.T.R.IN HI STRENGTH XY (MIN. 7" M .) IN CONC. (2) BOLT TO WOOD U Z < 361D (1) 5/8' A.T.R. IN HIGH STRENC4TH EPDXY (MIN. 1' EMBEP.) IN CONC. (18) 10d x 1 1/2' TO WOOD HTT4 4235 (1) $/8" A.T.R. IN HIGH STRENGTH EPDXY, (MN. 1' EMBEP.) IN CONC. (18) 16d x 2 1/2' TO WOOD ,L,,bO (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MN.1' EMBED.) IN CONC. (26) 10d x 1 1/1' TO WOOD HTTb 4610 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MN. 1' EMBED.) IN CONC_ (26) hod TO WOOD . G Y, 26 x 2 W' TO WOOP HHDQ11-SDS 2.5+ 11445 (�I�ATT..R. IN HIGH STRENGTH EPDXY, ftN. IV EMBEP3 IN CONC., (24)SDS 4' x ' WOOD WS wol 6 (1) I/S'AID, IN HIGH 67RENGTH EPDXY. (MIN. 1' M .) IN CONC. (3)%'STUD BOLTS TO WOOD MBHA 3.561112b 3415 5330 (1) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.18" EMIEDMENT) IN GM.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 6.16" EMBEPMENT) IN C.M.U. FACE, (IS)1Ad TO BEAM 0 HUSC412 (WOOD) 3240 2510 (FLOG (10) 16d TO HEADER, (10) 16d TO WOOD 3140 (ROOF) w WUC410 (CMU) 1810 b085 15-1/4' x 2-3/4' TITEN ( 3 PER FLANGE) TO CMU (10) 10d TO WOOD z 4 x HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORDFORWRITTEN APPROVAL PRIOR TO SUBSTITUTING POI@ SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN V DEEP, THE VERTICAL CELL IN C.MLL WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 2391. REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROI' THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 51, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' O A.T.R.. A-301 ALL THREAD ROD (SIZE PROTECTION TYPE, LENGTH ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN U8ING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL ',,ROM THE ARCHITECT/ENGINI=ER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-2003' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW05-R", T-ANCHOROPECO1, AND ANCHORING 4 FASTENING SY15TEMS FOR CONCRETE 4 MASONRY CATALOG C-2(003. HEADER SPAIN CHART MINIMUM WALL AND HEADER �TTTD RFOUIREMENTS MAXIMUM HEADER SPAN (ft.) SINGLE STORY APPLICATION SIZE CLEAR SPAN D5L 2 x (o UP TO 5'-4" DSL 2 x .5 5'-4" TO 'T-0' DBL 2 x 10 l'-0" TO 10'-0' D5L 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN D5L 2 x ( UP TO 5'-0" D15L 2 x a TO &'-4" D5L 2 x 10 &'-4" TO W-0' D5L 2 x 12 &'-0" AND OVER MINIMUM WALL AND HEADER �TTTD RFOUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 51-0" TO 8'-011 U.N.O. 4'-11 1/2' -1'-11 1/2' AND UP NUMBER OF HEADER STUDS TDD C orl SUPPORTING END OF HEADER I 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,O, 2, TYPICAL HURRICANE STRAPS ARE A5 FOLLOWS, U.N.O: * TRU55 TO MASONRY/CONCRETE SHALL 5E META -1(o * FLOOR: JOIST TO MASONRY/CONCRETE SHALL BF_ HETA-1(o AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRU65 TO WOOD FRAMING SHALL 5E MTS -12 3.TRU55 TO TRU55 CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED f3Y TRUSS MANUFACTURER. 4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWING5 FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER: SPAN CHART 4 MINIMUM WALL 4 HEADED STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN (o. MIN. 2X4 HIP CUT 5LOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES -s EA. ENI. CUT PITCH 4 pEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. TRUSS TO 4X4 POST - MTS -12 P05T TO TRUSS 5ELOW 13LK SOLID BETWEEN TRUSS CHORDS HTT-5 TRUSS TO 4X4 POST — MTS -12 POST TO TRUSS BELOW SLK SOLID BETWEEN TRUSS CHORDS HTT-5 CJI CJ3 CJ5 (il u u u 41 II II II II II II II II II II II II II CJ1 Lu to w U4 uu ul Lu 111 uu w W CJ3 — = II II II II II II II II II II II = CJ5 A&G _ A5 A4 43 A2 0 Al —w7 = _Al = I ATTIC = I v Al xl' — _ 43 _ _----- A4 Ate^ - 1 — IIS II J I 52 (k IIr I — CJ5 52 �SII � II � II IIS II � CJ3 v} - _ - ux ux ul w w II 52 GJ1 5GE I u u u ROOF FRAMING' PLAN TRUSS To 4x4 POST MTS -12 POST TO TRUSS BELOW 13LK SOLID BETWEEN TRUSS CHORDS HTT-5 TRUSS TO 4X4 POST MTS -12 POST TO TRUSS BELOW BLK SOLID BETWEEN TRUSS CHORDS HTT-5 ACLU -SPAN 11/10/10 1■ A R C N I T E C T S - Design Group.,nc. .441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 S'CTSDIV. & LIC►T: TUSCA PLACE SOUTH LOT X35 PROJECT# 1664.054 MODEL• "2200x, GARAGE SWING: RIGHT PACE: ROOF ]FIRAMII�TG P LAN ELEVATION & "c" ARCHITECTS STATE OF FLORIDA Nov 19%NT 1AES EL AR 12079 PRIN 11/18/10 DA . SCALA 1/4"=1'-0" W TDD C orl W _ D � Q � l.J � O q U A E S'CTSDIV. & LIC►T: TUSCA PLACE SOUTH LOT X35 PROJECT# 1664.054 MODEL• "2200x, GARAGE SWING: RIGHT PACE: ROOF ]FIRAMII�TG P LAN ELEVATION & "c" ARCHITECTS STATE OF FLORIDA Nov 19%NT 1AES EL AR 12079 PRIN 11/18/10 DA . SCALA 1/4"=1'-0" 8*1 ET TDD C orl ELECTRICAL LEGEND 6''M30L DErINITION NOTES /}\ �I 125v OUTLET 20P 61NCaLE POLE I/ 1UAv OUTLET 2199 SQFT GENERAL LIGHTING X3 VA PER SQFT 120/240 VOLT 6597 1/1 OF oUtLET 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 1 PHASE 1110v OUTLET WIRED TOO LAUNDRY CIRCUIT AT MI -0 1500 SWITCH RANGE AT NAME PLATE RATING OR COOKTOP/OVEN PANEL 12000 EQUIPED WITH GROUND FAULT WATER HEATER 1100 OUTLET T r RTANr DISHWASHER GFI 1200 (TAM CLOTHES DRYER 5000 4 WIRE �jJl `llJ� 22f0v OUTLET CONNECTION WP EXTERIOR GROUND FAULT GFI WATERPROOF INTERRUFFtER 1200 OUTLET SUBTOTAL OF GENERAL LOAD ( SWITCH FIRST 10 KVA OF GENERAL LOAD AT 100% SWITCH 3 -WAY OPER. 4 SWITCH 4 -WAY OPER. WALL 21399 MOUNTED TON HEAT PUMP#1 28 AMPx 240 VA= LIGHT 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= CEILING LIGHT --- 10 VAPOR L©�VP PROOF KW ELECTRIC HEAT AT 65% NET GENERAL LOAD 21399 d NET TOTAL HEAT RECESSED 13220 CAN 34619 Er 1 CFM PER vENT. FAN SQ. FT. VENT. FAN 1 CFM PER W/LIGHT SO. Ft. ZSO Q o 2' LIGHT SCRIP 4' LIGHT STRIP 4' RECESSED 2- WRAP FLUORESC LIGHT AROUND AROUND z 2' FLUORESCENT 4' FLUORESCENT h' TRACdKK LIGHT ® PANEL METER q U SMOKE MATT. RACK, -UP ODETECTOR S.D. wi HARDWIRE INTER_ WALL 5ATT.5ACK-UP MOUNTED W1 HARDWIRE OR EEG gD' NDDT CONNECTED GATT. BACK-UP CAR30N W/ HARDWIRE INTER- � `S/CO BMOK,E DETECTOR SHALL 06 A COMBO D15TANCE OF NOT LIE" THENY FROM WALL PENDANT LIGHT NATURAL GAS 4 OUTLET TELEPHONE JACK WATER HEAT. DISCONNECT A/C AIR. COND. DISCONNECT TELEVISION JACK CEILING 15OX REQUIRED TO BE SUPPORTED J O J -BOX IN ACCORDANCE W/ 15OX MARKED AS SUCH FOR INSPECTION CEILING FAN/LIGHT REQUIRED TO ISE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL RSECURITY KEYPAD PUSH- FOR 4Pz, DUTTON CHIMES * LNOGATION OF TV JACKS 4 PHONE OUTLETS d FANS TO 15E VERIFIED a HOMEOWNER 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 o ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(F5C 2007,RE5IDENTIAL CODE TABLE M150(o3) * LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOp SHALL RE NON METALLIC C45LE AS N.E.C. 2008 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO 153E TAMPER- RESISTANT TYPE W� r,OND.1 HB. ROOM CEILING MTD. LIGHT TO IBE INSTALLED, / PROVIDE J -50X FOR OPT. PAN - 7 4(1� l / l / 1 � ! CSF 1 4 WP C�� I � Rll p \L V II II II II II j DINING ROOM ROOM II � I GEGF I .I_ ':'-Lu- KITCHEN NOOK l I GF, ---- -- `'\ CHIMES — -\^ — OPTS RANGE / I \ / I REE. I _ CSE I GE I - + I — PWD\ 7YER ti ! GFI Mo GFf� 44 "A.F.F. 0 WH I - GLG. PANEL OUTLET P.I3. . GARAGE PORCH \ WP \ GEI GFf -----------\---- OUTLET FOR ----------- \ — — — IRRAGA ION MER — — — — — — — — — — — — — — — — — — — — LIGHT LIGHT 1ST FLOOR ELECTRICAL PLAN w NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 01 CU, I #(, CU GND 2" CONDUIT OR PROVIDE 3 #2/0 AL, 1 04 Al- GND IN 2" CONDUIT, LOAD CALCULATIONS ONE FAMILY DWELLING- WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 2199 MODEL LOAD INFORMATION 150 AMP VA 2199 SQFT GENERAL LIGHTING X3 VA PER SQFT 120/240 VOLT 6597 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 1 PHASE 4500 1 LAUNDRY CIRCUIT AT MI -0 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN PANEL 12000 1 WATER HEATER 4500 I DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 1 MICROWAVE 1500 1 REF. 1200 w SUBTOTAL OF GENERAL LOAD 38497 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 28497 VA x .4 11399 TOTAL NET GENERAL LOAD 21399 4 TON HEAT PUMP#1 28 AMPx 240 VA= 6720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= --- 10 KW ELECTRIC HEAT AT 65% 6500 5 KW ELECTRIC HEAT AT 65% NET GENERAL LOAD 21399 d NET TOTAL HEAT 13220 TOTAL LOAD CALCULATED LOAD FOR SERVICE 34619 VA/240 V= 145 AMP 150 AMP SERVICE 34619 NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 01 CU, I #(, CU GND 2" CONDUIT OR PROVIDE 3 #2/0 AL, 1 04 Al- GND IN 2" CONDUIT, POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 "1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO SID. TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM GOND ING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 "(o CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 150 A 11= ELECTFICAL fR1e>E NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE. A R C N I T E C TS �'* Design ro u p I nc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrou p.com AA #: 0003325 H COMBINATION 8rER'VICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MI -0 PANEL METER FIELD VERIFY 150A/2P LOC. MGB POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 "1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO SID. TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM GOND ING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 "(o CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 150 A 11= ELECTFICAL fR1e>E NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE. A R C N I T E C TS �'* Design ro u p I nc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrou p.com AA #: 0003325 H w d � Er (� z q U p SUDDIV. ac LOT: TUSCA PLACE SOUTH - LOT #35 PROJECT# 1664.054 MODELr "2200" GARAGE SWING: RIGHT PAGE: FIRST ]FLUOR ELECTRICAL PLAN (ARCHITECT.STATE OF FLORIDA LL aA 11/18/10 SCALE: 1/4"=f—O" SHEET or I ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125v OUTLET 20 AMP SINGLE POLE w 110v OUTLET 1!2 OF OUTLET llfdV OUTLET WIRED TO SWITCH EQUIPED WITH FAULT 110V OUTLET O CaP I (t�N�E �I � WIRE ��vvffff JJJJ�� 8 2200 OUTLET CONNECTION WP EXTERIOR GROUND FAULT 0 GFI WATERPROOF INTERRUPTER OUTLET r SWITCH SWITCH 3 -WAY OPER. 1' 4 SWITCH 4 -WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT 1 VAPOR ��'OF PIGHTT VP r` RECESSED `©,i CAN I CFM PER VENT. FAN 3Q. FT. VENT. FAN I CPM PER W/LIGHT SQ. FT. 2' LIGHT $TRIP �o 4' LIGHT STRIP O *RECESSED 2-15UL15 WRAP FLUORESCENT LIGHT AROUND 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT PANEL METER SMOKE 15ATT. BACK -UP O$ j, DETECTOR RDWIRE W/ INTER - 0 WALL I&SACK-UP MOUNTED W/ HARDWIRE OR U S D. DETEO CONNEEC ED BATT. BACK-UP CARBON W/ HARDWIRE INTER - MONOXIDE/ CONNECTED 5/CO SMOKE DETECTOR SHALL ME A COMBO TANCE DISOF NOT HEN 4'' FROM WALL PENDANT LIGHT A NATURAL GAS OUTLET TELEPHONE � JACK WH WATER HEAT. DISCONNECT JA/C AIR. COND. DISCONNECT TELEVISION TV. JACK REQUIRED TO 5E SUPPORTED J O J -BOX IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING FAN/LIGHT REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ 13OX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL Klo SECURITY KEYPAD PUSH- FOR 4py3_ BUTTON CHIMES «« LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED 6 HOMEOWNER pRE -CONSTRUCTION MEETING. « ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 20 AMP DEDICATED LAUNDRY CIRCUIT. « GPI a ISLAND (NOT ON KITCHEN CIRCUIT) r D15HWA5HER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXAU5T FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 200'T,RESIDENTIAL CODE TABLE M15063) « LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL 5E NON METALLIC GABLE AS N.E.G. 2008 ARTICLE 300.(8) (2) « ALL RECEPTACLES TO BE TAMPER- RE515TANT TYPE 2ND FLOOR ELECTRICAL PLAN 2 " vTR 211 3' VTR +�1� 211 GG ') 1/4 Y PLUMBING RISER DIAGRAM TO MAIN 'RC H IT EC TS Design G ro u p i nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 i w r4 W O U w r �o � 0 q U A � ti VBDIv. a IAT: TUSCA PLACE SOUTH LOT X35 PR+4JECT# 1004.054 MODEL: "2200" GARAGE SWING: RIGHT PAGE: SECOND ]F'LOCJR ELECTRICAL PLAN ARCHITECT - STATE OF FLORIDA Dp 11/18-/10 SCALE: 1/4"=l' -O" SHEET 9 OF� c a, 4r' GONG, REINF. W/ 6'x6' 010110 WW 1 OR FIBERMESH ON ' b -MIL POLY ETHYLENE VAPOR BARRIER ON WELL COMPACTED g" CLEAN TERMITE TREATED FILL A (1) MRS REBAR ON CHAIRS 4 THICKEN EDGE SGALE= 1/2'•1'-0" a e 6 4" GONG, REINF. W16'xb' 010 WW -I OR FISERMESH ON 6 -MIL POLY �= 4= ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP—UP r� NON— BEARING GRADE T m 4 ' t*A. � 4'CONC, REINF. W/ 6'x6'010 ULM OR aFIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE 4' TREATED FILL 2'-0' 05 REBAR ON CHAIRS 9 CONCRETE PAD POURED LINTEL CONT. (TYPJ 'r 8' CMU FILLED CELL (TYP.) 2X WALL FRAMING (4)1'Xi' ANCHOR BOLTS or (4)X)'XT' J-SOLTB MIN. B' EMBEDMENT W/ 2'X2'XI/8' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET N JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLp ID POUR ACCEPTABLE =`wZI IT) EXT. /INT. FRAME WALL TO 1��. BLOCK WALL CONNECTION SGALE: I/2' ■ 1'-0' (1) 05 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY i' EMBED- MIN. ° L- 4" GONG, REINF. W/ 6'x6' 010 WWI" I OR d'. FIBERMESH ON 6 -MIL POLY ° a ° ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL TYP, RETROFIT FOR A OMITTED DOWELS E= I1 =11_iAY Y SECURE ST. PLATE TO BLK W/ J' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN. a 32' OC MAX. A u A ° 4' GONG, RE NF. W/ 6'x6" 010 WLIM OR FIIBERMESH ON db -MIL POLY ETHYLENE VAPOR BARRIER ON E WELL -COMPACTED CLEAN TERMITE U ¢' g' ¢' TREATED FILL 1,_4Y (2) 05 REDAR ON CHAIRS 1—STORY FOOTING AT L. B. W. W UPLIFT SCALE= 1/?"al'-0" STUDS 16' O.C. MAX 9 1/2' a HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ y� ANCHOR BOLT W/ 2' WASHER SET IN 1u SIMPSON HIGH STRENGTH EPDXY T' w EMBED. MIN. a 32' OC MAX. 4 4e 4' GONG, REINR W/ 6'x6' 010 UlLL1M OR f FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE m U 4" g' �" 4" TREATED FILL I -4" (2) 05 REBAR ON CHAIRS GARAGE" STEP— UP I— STORY L.B.W. I' RECESS FOR Sfs.D. TRACK FINISH FLOOR g(—))SLAB AT S.G.D. SCALE= CAULK AND SEAL GAB LINE I J' PVC SLEEVE FOR GAS LINE g' CMU 1/2' DRYWALL WOOD BASE SECURE ST. PLATE TO SLA13 W1 J' ANCHOR BOLT W/ 2' WASHER 8ET N SIMPSON HIGH STRENGTH EPDXY .1' EMBED. MIN. a 32' OC MAX. 4" CONC., REINF, W/ 6"x6I 010 WLL1M OR FI}3ERMEBH ON 6 -MIL POLY ETHYLENE VAPOR [BARRIER ON TREATEO FILL TED CLEAN TERMITE (3) 0b REBAR ON CHAIRS 2—STORY FOOTING AT L. B. W. SCALE: 112' ■ 1'-0' SECURE Bt. PLATE TO SLAB Wl 10d CUT NAILS/ MASONRY NAIL a 32' O.C. MAX A a 4' CONC, REINF. W/ 6'x6' 010 WWM OR FI5ERMESH ON ib -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL 4' 8' 4' I,_4Y (2) 005 REBAR ON CHAIRS 1—STORY FOOTING ��2UW NO—UPLIFT R"■I'-0' 5 01 a HEAD OF GARAGE (U 08 REBAR VERTICALLY W/ GONG, I GARAGE DOOR VARIES WITH SLOPE POUR CELL 4' CONO., REINF. W/ 6'xb' 010 WW`i OR 1/2' GYP. WL. BD. SECURE Bt. PLATE t0 SLAB W/ FIBERMESH ON 6 -MIL POLY R-42 INSULATION z ANCHOR BOLT W/ 2' WASHER SET INExtENDED SIMPSON HIGH STRENGTH EPDXY '1' ANCHOR BOLT W/ ?" WASHER SET IN SLAB 1 1/2' CURB HEIGHT VARIES TEXTURED FINISH EMBED. MIN. a 32' OC MAX. W 1/2' RECESS FOR SERVICE DR (1) 08 REBAR ON CHAIRS a' CMU iv FISERMESH ON 6 -MIL POLY M 1/2' GYP. WL. BD. ° O WOOD BABE a 4 4 [4-N 4` CONC., REINF. W/ 6'x6'010 WUM OR 4Y gY rp (2) 05 REBAR ON CHAIRS L47FIBERMESH 4` CONC., REIN. W/ 6'x6' 010 WWM OR ON b -MIL POLY 4' GONG., MINK W/ 6"x6" 010 WW'1 OR W FRAME WALL FIBERMEBH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON FISERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON m U 4' 6' 4 4' WELL -COMPACTED CLEAN TERMITE TREATED FILL UUELL-COMPACTED CLEAN TERMITE TREATED FILL _g (3) 05 REBAR ON CHAIRS W ? (2) 05 REBAR ON CHAIRS TREATED FILL GARAGE STEP—UP SLAB AT GARAGE 2—STORY L.B.W. SERVICE DOOR � A SCALE: % O I,-¢, (2) 0B REBAR ON CHAIRS 1—STORY FOOTING W BLOCK WALL 1 SCALE= a, 4r' GONG, REINF. W/ 6'x6' 010110 WW 1 OR FIBERMESH ON ' b -MIL POLY ETHYLENE VAPOR BARRIER ON WELL COMPACTED g" CLEAN TERMITE TREATED FILL A (1) MRS REBAR ON CHAIRS 4 THICKEN EDGE SGALE= 1/2'•1'-0" a e 6 4" GONG, REINF. W16'xb' 010 WW -I OR FISERMESH ON 6 -MIL POLY �= 4= ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP—UP r� NON— BEARING GRADE T m 4 ' t*A. � 4'CONC, REINF. W/ 6'x6'010 ULM OR aFIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE 4' TREATED FILL 2'-0' 05 REBAR ON CHAIRS 9 CONCRETE PAD POURED LINTEL CONT. (TYPJ 'r 8' CMU FILLED CELL (TYP.) 2X WALL FRAMING (4)1'Xi' ANCHOR BOLTS or (4)X)'XT' J-SOLTB MIN. B' EMBEDMENT W/ 2'X2'XI/8' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET N JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLp ID POUR ACCEPTABLE =`wZI IT) EXT. /INT. FRAME WALL TO 1��. BLOCK WALL CONNECTION SGALE: I/2' ■ 1'-0' (1) 05 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY i' EMBED- MIN. ° L- 4" GONG, REINF. W/ 6'x6' 010 WWI" I OR d'. FIBERMESH ON 6 -MIL POLY ° a ° ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL TYP, RETROFIT FOR A OMITTED DOWELS E= I1 =11_iAY Y SECURE ST. PLATE TO BLK W/ J' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN. a 32' OC MAX. A u A ° 4' GONG, RE NF. W/ 6'x6" 010 WLIM OR FIIBERMESH ON db -MIL POLY ETHYLENE VAPOR BARRIER ON E WELL -COMPACTED CLEAN TERMITE U ¢' g' ¢' TREATED FILL 1,_4Y (2) 05 REDAR ON CHAIRS 1—STORY FOOTING AT L. B. W. W UPLIFT SCALE= 1/?"al'-0" STUDS 16' O.C. MAX 9 1/2' a HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ y� ANCHOR BOLT W/ 2' WASHER SET IN 1u SIMPSON HIGH STRENGTH EPDXY T' w EMBED. MIN. a 32' OC MAX. 4 4e 4' GONG, REINR W/ 6'x6' 010 UlLL1M OR f FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE m U 4" g' �" 4" TREATED FILL I -4" (2) 05 REBAR ON CHAIRS GARAGE" STEP— UP I— STORY L.B.W. I' RECESS FOR Sfs.D. TRACK FINISH FLOOR g(—))SLAB AT S.G.D. SCALE= CAULK AND SEAL GAB LINE I J' PVC SLEEVE FOR GAS LINE g' CMU 1/2' DRYWALL WOOD BASE SECURE ST. PLATE TO SLA13 W1 J' ANCHOR BOLT W/ 2' WASHER 8ET N SIMPSON HIGH STRENGTH EPDXY .1' EMBED. MIN. a 32' OC MAX. 4" CONC., REINF, W/ 6"x6I 010 WLL1M OR FI}3ERMEBH ON 6 -MIL POLY ETHYLENE VAPOR [BARRIER ON TREATEO FILL TED CLEAN TERMITE (3) 0b REBAR ON CHAIRS 2—STORY FOOTING AT L. B. W. SCALE: 112' ■ 1'-0' SECURE Bt. PLATE TO SLAB Wl 10d CUT NAILS/ MASONRY NAIL a 32' O.C. MAX A a 4' CONC, REINF. W/ 6'x6' 010 WWM OR FI5ERMESH ON ib -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL 4' 8' 4' I,_4Y (2) 005 REBAR ON CHAIRS 1—STORY FOOTING ��2UW NO—UPLIFT R"■I'-0' 5 01 a HEAD OF GARAGE RECESS FOR I GARAGE DOOR VARIES WITH SLOPE STUDS 16" O.C. MAX 4' CONO., REINF. W/ 6'xb' 010 WW`i OR 1/2' GYP. WL. BD. SECURE Bt. PLATE t0 SLAB W/ FIBERMESH ON 6 -MIL POLY I'-0" ECURE ST. PLATE TO ELK W/ ANCHOR BOLT W/ 2' WASHER SET INExtENDED SIMPSON HIGH STRENGTH EPDXY '1' ANCHOR BOLT W/ ?" WASHER SET IN SLAB 1 1/2' CURB HEIGHT VARIES WELL -COMPACTED CLEAN TERMITE EMBED. MIN. a 32' OC MAX. TREATED FILL 1/2' RECESS FOR SERVICE DR (1) 08 REBAR ON CHAIRS + -0. 4° 4' CONC., REINF. W/ 6'x6' 010 WWM OR FISERMESH ON 6 -MIL POLY M ETHYLENE VAPOR BARRIER ON ° WECLEAN TERMITE TREATED FILL 4 4 [4-N 4` CONC., REINF. W/ 6'x6'010 WUM OR 4Y gY rp (2) 05 REBAR ON CHAIRS L47FIBERMESH 4` CONC., REIN. W/ 6'x6' 010 WWM OR ON b -MIL POLY 1—STORY FOOTING W FRAME WALL FIBERMEBH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE m U 4' 6' b' 4' WELL -COMPACTED CLEAN TERMITE TREATED FILL TREATED FILL _g (3) 05 REBAR ON CHAIRS W ? (2) 05 REBAR ON CHAIRS GARAGE STEP—UP SLAB AT GARAGE 2—STORY L.B.W. SERVICE DOOR � A SCALE: 11 GARAGE D00R FOOTING SGALE= 1/a"=1'-0' 12 NOT USED a• r a y 4 V o A a. 4 In U RECESS FOR I GARAGE DOOR STUDS 16" O.C. MAX 4' CONO., REINF. W/ 6'xb' 010 WW`i OR 1/2' GYP. WL. BD. w FIBERMESH ON 6 -MIL POLY I'-0" ECURE ST. PLATE TO ELK W/ ETHYLENE VAPOR BARRIER ON ANCHOR BOLT W/ ?" WASHER SET IN WELL -COMPACTED CLEAN TERMITE +� Q TREATED FILL t- (1) 08 REBAR ON CHAIRS 11 GARAGE D00R FOOTING SGALE= 1/a"=1'-0' 12 NOT USED a• r a y 4 V o A a. 4 In U - —(1) 03 RESAR VERTICALLY W1 CONC. POUR CELL I e' CMU W. —CURB HEIGHT VARIES a 7"WELL-COMPACTEP 4' CONC, REINF. W/ 6'x6' 010 WlW 1 OR FIBERMESH ON 6 -MIL POLY •ETHYLENE VAPOR BARRIER ON CLEAN TERMITE TREATED FILL 4' 8' 4 (2) 05 REBAR ON CHAIRS in I—STORY FOOTING AT GARAGE ALE= 112 + -0 (l) 05 REBAR VERTICALLY W/ GONG. POUR CELL R-42 INSULATION z TEXTURED FINISH w g' CMU r112' GYP. WL. W. O I WOOD BASE I° 4 4' CONC, REINF. W/ 6'x6' 010 WWM OR a FIBERMEBH ON b -MIL POLY oETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL L(3) 05 REBAR ON CHAIRS 4' 16,16, 14'7_ 2—STORY FOOTING V1,BLOCKWALLGALE: 1/2' = I' -!a" TIE VERTICAL REBAR TO HORIZATIONAL RE15AR W/ B' HOOK GROUTED BOND BEAM /1L.. VARIES PER ELEv. 4 A .4 a (2) 0$ REBAR ON CHAIRS 44 GAS LINE THRU BLOCK 2 -STORY . '■i -0' !3) 08 REBAR ON CHAIRS 16 (1) 05 REBAR VERTICALLY W/ CONC. POUR CELL e. . R-42 INSULATION S' CMU 1/2' GYP. WL. BD. E WOOD BASE CLEANOUT REQUIRED 4' CONC., REINF. W/ 6'x6' 010 WLM OR ° ° FOR INSPECTION a FIBERMESH ON 6 -MIL POLY 4 ETHYLENE VAPOR BARRIER ON y WELL -COMPACTED CLEAN TERMITE II e TREATED FILL ' 4" h" al FIN. FLR. (2) 08 REBAR a I -STORY Z I a a •' e. e 1 y fr sA e a 71E VERTICAL REBAR f3) 09 REBAR a 2 -STORY � 4 +s • . 4 .a ' ° .. 'a' L 05 EERY. DOWEL a LAPPED W/ BOND BEAM iA116 6' PVC CHASE THRU FOOTING •,.a ' ' : .. ° , • °d •• 4 • TO H0RIZ4TI0NAL ° d a' d' OUTSIDE REBAR TO BE 1110$ REBAR AT CORNERS 4+' REBAR W/ 8' HOOk .:�a A . CONTINUOUS W/ 25" LAP MIN. o . •a a dd I -STORY e �! ll 4" 8" 4' (2) 03 REBAR ON CHAIRS di 2 -STORY ° • ' * 1 _4Y (3) 05 RE[BAR ON CHAIRS 2'-1' MIN. LAP PIPE THROUGH TYP. REBAR LAP I—STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING C AT�LIENTL��AL'�VR�NER�l W BLOCK WALL EREINFORCING = b9' -7V_ -0_r_ A.LLI 1EX'TERI0 R FOO "!-'ERS A'T F -Tl- _ISH S T ,.AB' S 70 B]E MIN- 12" BE]CJO W I_TNDIS TTTRB]ED SOIL z r. — TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' O.G. MAX 1/2' GYP. WL. W. WOOD BASE SECURE [BT. PLATE TO BLK W/` ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' O EMBED. MIN. a 32' OC MAX. F A' 4 a a, " 4 4' CONC, REINF. W1 6'xb` 010 WWM OR FISERMESH ON 6 -MIL POLY ° ETHYLENE VAPOR BARRIER ON �° c ■ WELL-COMPACTEP CLEAN TERMITE TREATED FILL mU ' 6' 6Y (3) 005 REBAR ON CHAIRS 1�_gY 2—STORY FOOTING A W FRAME WALL SCALE: 1/2'=1'-0 (1) S REBAR VERTICALLY W/ CONC, POUR CELL g` CMU CURB HEIGHT VARIES 4' GONG, REINF. W/ 6'x6' 010 WWM OR FIBERMEBH ON 6 -Mil- POLY ETHYLENE VAPOR !BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (3) 03 REBAR ON CHAIRS m U "113 2—STORY FOOTING 6A AT G ARAG E 14 NOT USED GROUTED BOND BEAM VARIES PER ELEv. Zs ° TIE VERTICAL REBAR ' TO HORIZATIONAL RE15AR W/ 8' HOOK 4• VARIES PER ELEV. GROUTED BOND }SEAM a. . 4•a . • 4 •a' ° CLEANOUT REQUIRED e•Z FOR INSPECTION E d• i . e• h °1, 0'-0" FN. FLR. TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ S" HOOK F �O HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE CALE= /2 ARCHITECTS Design G rQ u p Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 TEXTURED FINISH R-11 NSULATION MIN. STUDS 16" O.C. MAX 1/2' GYP. WL. BD. w WOOD BASE lu ECURE ST. PLATE TO ELK W/ ANCHOR BOLT W/ ?" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T" +� Q EMBER. MIN a 32` OC MAX. t- e + -0. 4° 4' CONC., REINF. W/ 6'x6' 010 WWM OR FISERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WECLEAN TERMITE TREATED FILL OC [4-N i 4Y gY m (2) 05 REBAR ON CHAIRS I.4, 1—STORY FOOTING W FRAME WALL - —(1) 03 RESAR VERTICALLY W1 CONC. POUR CELL I e' CMU W. —CURB HEIGHT VARIES a 7"WELL-COMPACTEP 4' CONC, REINF. W/ 6'x6' 010 WlW 1 OR FIBERMESH ON 6 -MIL POLY •ETHYLENE VAPOR BARRIER ON CLEAN TERMITE TREATED FILL 4' 8' 4 (2) 05 REBAR ON CHAIRS in I—STORY FOOTING AT GARAGE ALE= 112 + -0 (l) 05 REBAR VERTICALLY W/ GONG. POUR CELL R-42 INSULATION z TEXTURED FINISH w g' CMU r112' GYP. WL. W. O I WOOD BASE I° 4 4' CONC, REINF. W/ 6'x6' 010 WWM OR a FIBERMEBH ON b -MIL POLY oETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL L(3) 05 REBAR ON CHAIRS 4' 16,16, 14'7_ 2—STORY FOOTING V1,BLOCKWALLGALE: 1/2' = I' -!a" TIE VERTICAL REBAR TO HORIZATIONAL RE15AR W/ B' HOOK GROUTED BOND BEAM /1L.. VARIES PER ELEv. 4 A .4 a (2) 0$ REBAR ON CHAIRS 44 GAS LINE THRU BLOCK 2 -STORY . '■i -0' !3) 08 REBAR ON CHAIRS 16 (1) 05 REBAR VERTICALLY W/ CONC. POUR CELL e. . R-42 INSULATION S' CMU 1/2' GYP. WL. BD. E WOOD BASE CLEANOUT REQUIRED 4' CONC., REINF. W/ 6'x6' 010 WLM OR ° ° FOR INSPECTION a FIBERMESH ON 6 -MIL POLY 4 ETHYLENE VAPOR BARRIER ON y WELL -COMPACTED CLEAN TERMITE II e TREATED FILL ' 4" h" al FIN. FLR. (2) 08 REBAR a I -STORY Z I a a •' e. e 1 y fr sA e a 71E VERTICAL REBAR f3) 09 REBAR a 2 -STORY � 4 +s • . 4 .a ' ° .. 'a' L 05 EERY. DOWEL a LAPPED W/ BOND BEAM iA116 6' PVC CHASE THRU FOOTING •,.a ' ' : .. ° , • °d •• 4 • TO H0RIZ4TI0NAL ° d a' d' OUTSIDE REBAR TO BE 1110$ REBAR AT CORNERS 4+' REBAR W/ 8' HOOk .:�a A . CONTINUOUS W/ 25" LAP MIN. o . •a a dd I -STORY e �! ll 4" 8" 4' (2) 03 REBAR ON CHAIRS di 2 -STORY ° • ' * 1 _4Y (3) 05 RE[BAR ON CHAIRS 2'-1' MIN. LAP PIPE THROUGH TYP. REBAR LAP I—STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING C AT�LIENTL��AL'�VR�NER�l W BLOCK WALL EREINFORCING = b9' -7V_ -0_r_ A.LLI 1EX'TERI0 R FOO "!-'ERS A'T F -Tl- _ISH S T ,.AB' S 70 B]E MIN- 12" BE]CJO W I_TNDIS TTTRB]ED SOIL z r. — TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' O.G. MAX 1/2' GYP. WL. W. WOOD BASE SECURE [BT. PLATE TO BLK W/` ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' O EMBED. MIN. a 32' OC MAX. F A' 4 a a, " 4 4' CONC, REINF. W1 6'xb` 010 WWM OR FISERMESH ON 6 -MIL POLY ° ETHYLENE VAPOR BARRIER ON �° c ■ WELL-COMPACTEP CLEAN TERMITE TREATED FILL mU ' 6' 6Y (3) 005 REBAR ON CHAIRS 1�_gY 2—STORY FOOTING A W FRAME WALL SCALE: 1/2'=1'-0 (1) S REBAR VERTICALLY W/ CONC, POUR CELL g` CMU CURB HEIGHT VARIES 4' GONG, REINF. W/ 6'x6' 010 WWM OR FIBERMEBH ON 6 -Mil- POLY ETHYLENE VAPOR !BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (3) 03 REBAR ON CHAIRS m U "113 2—STORY FOOTING 6A AT G ARAG E 14 NOT USED GROUTED BOND BEAM VARIES PER ELEv. Zs ° TIE VERTICAL REBAR ' TO HORIZATIONAL RE15AR W/ 8' HOOK 4• VARIES PER ELEV. GROUTED BOND }SEAM a. . 4•a . • 4 •a' ° CLEANOUT REQUIRED e•Z FOR INSPECTION E d• i . e• h °1, 0'-0" FN. FLR. TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ S" HOOK F �O HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE CALE= /2 ARCHITECTS Design G rQ u p Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 SUBDIV. ae LoTt TUSCA PLACE SOUTH LOT X35 PROJECT# 1664.054 MODEL: "2200" GARAGE swiNG: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTION'S ARCHITECT - STATE OF FLORIDA rxtji: 11/18/10 SCALE: 1/4"=1'—O" !SHEET D I OP'l 6 w C�7 W Lu Q z co O A U A � ti SUBDIV. ae LoTt TUSCA PLACE SOUTH LOT X35 PROJECT# 1664.054 MODEL: "2200" GARAGE swiNG: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTION'S ARCHITECT - STATE OF FLORIDA rxtji: 11/18/10 SCALE: 1/4"=1'—O" !SHEET D I OP'l 6 PANEL ANCHOR SEALANT Ill LR ca n d SEALANT 3/8" -EXPANSION STRIP FREE OF MORTAR PANEL ANCHOR II 1/4" EXP. BOLT TWO PER ANCHOR Q Y WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION 0 SECURE 2xb MIN. TO BLK W/ (2) V ANCHOR BOLT W/ 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4" EMBED. SECURE' 2x4 ON FLAT TO BLK W/ GUT NAILS. no -- SIDES: OO 2X6 GARAGE DOOR BUCK W/ (3) VXV J -BOLTS 4" EMBEDMENT MIN. W/ 2'X2'XYs WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK a CENTER OF DOOR HEADER W/(1) Vx8' J -BOLTS 4' EMBEDMENT W/ 2'X2"XYs" WASHER AND NUT no no GARAGE DOOR 3 BUCK ATTACHMENT SCALE: I8 NOT USED LINTEL PLATE 3/8" EXPANSION STRIP FREE OF MORTAR LINTEL i' SEALANT TO BE MIN. 1/2' DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS BLOCK NOTE: TH15 DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER A50VE THE GLASS BLOCK. " PANEL REINFORCING Q EVERT OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACRO55 EXPANSION JOINTS - GLASS BLOCK POSITION (2) 1-1/4" 5-4 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 RE INFORC ING MORTAR ASPHALT EMULSION 1-3/4" X 20 GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END WK2)12dGEA. UPRIGHT 2X4 SECURED TO GABLE ENG W/(2)126 6"-S" O.G. L-300 GABLE BLOCKING TRUSS 2x4 BLOCKING a EA. RAFTER L-30 EA. C RAFTER H2B EA. RAFTER 2x4 RAFTER 0 24' O.C. 2x4 FRAMING (TYP) SPARK ARREST PER MANUFAC'T'URER IX2 Pt, TOP OF BOX — 05L. TOP PLATE 2x4 STUD II II II TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON 0.3.8. SHEATHING OR J" CDX PLYWOOD oe PRE. ENG. TRUSS 1 A PLAN VIEW SIMP60N H -Ea (MIN.) — 6 2X4 TO TRUSS PRE. ENG. TRUSS 5P4 OR H-5 TOP PLATE TO STUDS 2'-0" ABV. 10"-0' LEVEL TO ROOF OR 2'-01 ABV. HIGHEST RIDGE WITHIN 10'-0' 0 n w 5IMP60N H-5 (MIN.) * 2x4 TO TRUSS CHIMNEY DETAILS PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS 0 16' O.G. MAX 5IMPSON L5TA-12 a EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS * 16" O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN �' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO 15E SECURED ONE PLY a A TIME. USE 12d NAILS, TWO WITHIN (v' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SP4 OR H5 * TOP AND BOTTOM PLATES 0 EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND Fl -R. LINE. SECURE 2x TO BLOCK W/ (2) &" TAPGONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBE). 14,) WITHIN 8' OF EACH END AND 18' O.G. MAX M SPACING. " D,5j5. SHEATHINGS OR --1-10 COX PLYWOOD 2x4 BLOCKS CMU WALL TYP, EXTERIOR WINDOW/ I� FRAMED OVERHANG 5 DOOR OPENING WD FRAMEDARCH WINDOW FRAME A SECTION 4 N.T 5. SCALE: 1/2" = I' -0` SCALE: N A I L I NCm"' SC� H E E> U L E NOTE' TYP. EXT. SHEATHING ATTACHMENT ROOF DIAPHRAGM FOR SHEAR 4 UPLIFT (0.8.15. TO BE STRUCTURAL USE 1/16' O.S.B. OR 1/2" CDX PLY WITH 08 RING SHANK GUN NAILS AT 4" O.G. AT GRADE) CONNECTORS FROM SCUD t0 PLATE ARE SUPPORTED PANEL EDGES AND *S RING SHANK GUN NAILS AT (O'O.C. AT NOT REQUIRED EXCEPT a OPENINGS INTERMEDIATE SUPPORTS SEE DETAIL. +8 RING SHANK GUN NAILS A A O.C. ROOF SHEATHING TO GABLE END FRAME TOP 4 BOTTOM EDGES USE •8 GUN NAILS m 4" O.C. • ExTEROR SHEATHING 1 5 USE 1/16' O.S.B. OR 1/2" PLY WITH 08 RING SHANK GUN NAILS AT 6" O.C. AT . . . . . . . . PANEL SIDES AND "S RING SHANK GUN NAILS 4" O.C. TOP d 'BOTTOM � 2X4 PBL TOP PLATE PANEL AND *5 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. 1.9 2x4 METAL STUD NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED A5 AN o 24" O.C. ACCEPTABLE FASTENER FROM ANY MANUFACTURER. 1/2" DRY WALL NAIL REaU I RE1' ENT& z oc� 2X4 16" O.G. MAX 2X4 PT. BT PLATE SIZE HEAD LENGTH DIA. TENSILE STR 8d ROUNDMODIFIED I1/8" .113 110000 OR T loci ROORU.NPrODIFIED 21/8' .128 170,000 TOP CORD BLOCKING AT 4' 'v J • i PRE TRUE MTS- 1/lb" 2x4 BTM PLA MTS PRE-w,,"II— I -- TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16" O.C. 1/161 05.8. 1/2' A.B. W/ MIN. 11 EMBEDMENT LOCATE 6'-6' FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -Ib 8" CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 1/21= I'-0" 2X4X4' SECURE TO TRUSS W/ 3-12< 61-8" O.G. MAX TYP. 2X4 SECURE TO 2x4 131_K W/2 -12d SECURE TO BLK W/ META -lb 21-0„ EXT1. SCALE: 05 RING SHANK GUN NAILS b' 0.6. IN FIELD O.C. MAX. IN FIRST 2 FRAMING1 Cl TYP EXT. SHEATHING ATTACHMENT FOR ROOF SPACES AT EACH END. SHEATHING (0.3.5. TO BE STRUCTURAL GRADE) RAFTER OR TRUSS w F NOTE: NAILS TO BE MFG. BY MEMBER OF INT. - 1/2" A.B W/ STAPLE, NAIL 4 TOOL ASSOCIATION • Z Z ` MIN. 1" EMBEDMENT ROOF SHEATHING 2" DIA. WASHER 1 0113 INCH NOMINAL SHANK DIAMETER O t« 321 O.G. MAX 2. RING DIAMETER OF 0.012 OVER SHANK DIAMmTER O5 REBAR CONT. 3 16 TO 20 RINGS PER IN 4. 0.280 INCH FULL ROUND HEAD 'DIAMETER 5. 2 INCH NAIL LENGTH WO Q D FRAME TO BLK. I I SCALE; i/2'=1'-0' � 54=—,4 I -I- t -II G L-A"T OUT v SND =N1�uJ,4LL- ',4C INCA FOS' CzA5LE- ENP. EfRAI '1ING �JU o *S 2" DECK SCREWS 0 O.C. MAX * E06E5 4 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING T'I'P. 3/4" T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMI✓3ERS �i] PRE -ENG. TRU55 — PBL- 2X TOP PLATE 1/161 O.S.B. 4T 2X BLOCKING 0 TOP OF 2X 5TUD5 16" O.G. MAX. 2X BTM, PLATE 3/4" FLOOR DECKING PRE- ENGINEERED �- FLOOR TRUSS 2X4 * TOP It BOTTOM CONT. HETA-1b BLK. WALL �j CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK, W/ 1/41 GAP FROM BLK. TO O.S.B. U HORIZONTAL 2X S.PF- STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN d REMAINING AREA TO BE SHEATHEP FROM PBL. TOP PLATE TO HORIZONTAL BLOCKING. SHEATHING w TOP OF WOOD FRAMED WALL TO BE 5TAGGERED MIN. OF I(o" FROM SHEET BELOW INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS (:4)EXT. WALLSHE�THING SCALE: I/2"= ARCH IT ECTS� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 h w W U W Q 4 p � d _ � U A � 9UBDIV. TUSCA PLACE, SOUTH - LOT0UTH- LOT X35 PROJECT# 1604.054 MODEL• "2200” GAR.&GE SWING: RIGHT PAGE: MIS C. 7 DETAILS ARCHITECT - STATE OF FLORIDA viV 1 20 JA E CANTW8- LL A NO 12079 11/18/10 ;SHEET D 2 Ori 0 e i FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN. --�---2x4 5LOCK.ING 5ETWEEN TRUSSES AT FIRST TWO k AYS OvER #I5 FELT PAPER ON F15ERGL,455 5HINGLE5 TRU55E5 AT FIRST TWO 5AY5 OVER #15 FELT PAPEFC' ON 4'-(D" O.G. (AT SHEATHING �" C.�,S.�. SHEATHING OR �° .. 4'-Q�" O.C. (,4T SHEATHING 1 �� 5EAM5) CDX PL IDD SECURED SEAMS) 16 0.5.5.SHEATHING Off' PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENCS GABLE TRU55 PRE -ENG GALE TRU55 PER NAILING SCHEDULE ; P.T. 1x2 W/ MTL, DRIP EDGE 2x4 NAILER MTL. DRIP EDGE CONT. 2x4 RAT RUN SEGURED W/ (2) 2x4 SU5-BAND 126'5 6 EACH TRU55 FIeERGLA55 SHINGLES CONT. 2x4 RAT RUN SECURED 2x4 SUB -SAND TO BE INSTALLED a MID. POINT OF OvER #IF> FELT PAPER ON ALUM. SOFFIT W/ (2) 126'5 e EACH TRU55 " 1' 11 TO E INSTALLED � MID. ALUM. SOFFIT w TRU55 5E'AN, OR 1,a sa o.C. MAX. 0.5.5. SHEATHING OR � 5TIFF�3AGK AT ALL UPRIGHTS B SEE ENE1�'.C-�Y CODE FORMS CDX PLYWOOD SECURED OVER -IQ� HIGH (SEE POINT OF TRU55 SPAN, OR STIFFBACK At ALL I' 10' -sa" O.C. MAX. UPRIGHTS OVER �4' -1O" PER NAILING SCHEDULE SEALED ENG. FOR SIZE � FOR INSULATION R -VALUES. CONDITION.) NIGH (SEE SEALED ENG. �" GYPSUM BaARD OR SEE ENERGY CODE FORMS FOR SIZE 4 CONDITION.) HIGH 5Tr'ENGTH CLC. PRE -ENG TRU55 SEE ENERGY CODE FORMS 0.5.5. SHEATHING OR " FOR, INSULATION R -VALUES. -1o. SHEATHING OR 2° BOARD MTL. Dizli� EDGE OR INSULATION R -VALUES. CDX PLYWOOD. ATTACHED `'`-- �� HI H NAILING SCHEDULE ON a GYPSUM 5OARD OR � CDX PLYWOOD. ATTACHED 2x4 NAILER GYPSUM BaARD OR G PER HIGH STRENGTH CLG. PER NAILING SCHEDULE O STRENGTH CLG. 50ARD SHEET DS A. 2x4 5U5-5AND BOARD SHEET Dia 1GNEE WAL2x4 e 24" D.C. INTERIOR GONG. FILLED LINTEL SLK. CONC. FILLED LINTEL BL1G 7 VENTED ALUM. SOFFIT /s THICK, 3 COAT CEMENT /S THIC<, 3 COAT CEMENT GONG. FILLED LINTEL SLK W/ (1) #g RE5AR CONTINUOUS PLASTER OvER GRADELU/ (1):15 REBAR CONTINUOUS PLASTER OVER GRADE W/ (1) REBAR CONTINUOUS PRECAST LINTEL "D" FELT PAPER OAC< R_4.2 5ATT. INSUL. "D" FELT PAPER BACK EMBED. STRAP vERIFY W/ METAL LATH METAL LATH OVEN' TRU55 PLAN R-4.2 BATT. IN5UL. APPROvED HOUSE WRAF' PRECAST LINTEL APPROVED HOUSE WRAPPRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT A5 OR GRADE "D" FELT WINDOW ATTACHMENT ,45 1 PER MANUFACTURES PAPER PER MANUFACTURES PAPER PER MANUFACTURES � THICK, 2 COAT CEMENT SPECIFICATION S1='ECIFICATIONS UJEEfi SCREED SPECIFICATIONS PLASTER ADPL IED WEEP SCREED DIRECTLY TO MASONRY PRECAST SILL' (SEE DETAIL 2) PRECA5T SILL (SEE DETAIL 2) PRECA5T SILL ) #5 RE 3AR VERTICALLY CONS. GABLE TO 2x& P.T. (1) #a REBAR VERTICALLY SECURE GA5LE TO 2xb P.T. (1):05 RE3AR VERTICALLY CI (1GdNC. POUR CELL PLATE W/ 126's 8 O.C. MAX ! W/ SONO. POUR CELL PLATE W/ 126'5 S" O.C. MAX W/ CONC. POUR SELL 1x2 P.T. FURRING STRIPS SECURE 2x� PT. PLATE t0 1x2 P.T. FURRING 5TRIPS SECURE 2xf PT. PLATE TO ix2 P.T. FURRING STRIPS LL Is 1611 O.C. r. � I(o" O.G. 5LK UJ/ 2"x9" ANCHOR BOLT W/ D.G. LK W/ "x9" ANCHOR BOLT W/ „ 2" WASHER SET IN SIMP50N S" CMU S" GMU 2" WASHER SET IN SIMPSON ��-- 8 CMU HIGH STRENGTH EPDXY �" NIGH STRENGTH EPDXY I" 1/2" GYP. WL. �3D. 1/2" GYP WL. 5D. EM5ED. MIN. � 32" OC MAX. ° 1/2" GYP. WL. 3D. EMBED. MIN. e 32 OC MAX. WOOD BA5E WOOD BASE �� WOOD BASE °tHIC1G, 2 COAT CEMENT �; qd ?THICIG, 2 COAT CEMENT '—' - PPLASTER APPLIED PLASTER APPLIED d DIRECTLY t0 MASONRY d. 'd DIRE.4 DIRECTLY TO MASONRY d. � .d d d d d o d O d A d U d 4 a� °� 1 -STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT CLG. B LOC K WALL SCALE: 3/4BLOCK WALL B LO C K WALL 1 1 SCALE: 33/4'=V-0113/4'=V-011SCALE= 3/�"=1'-3/411=11-011 CM 2X4: ® 2X4: ® 2X4: SECURE TO BLOCK W/ 3i{�" SECURE TO BLOCK W/ �f&' SECURE TO BLOCK W/Y4' SECURETAPCONS O1 DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PM (MIN. SHANK SIZE VE (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 302+0 MIN. HEAP SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 MIN. EMBEDMENT I Y4'} MIN. EMBEDMENT I Y4"} WITHIN 8" OF EACH END k WITHIN $' OF EACH END k WITHIN S' OF EACH END k IS' O.C. MAX SPACIN18" O.C. MAX SPACING. 18' O.G. MAX SPACING. 2X6: CEO 2X6: = NOTE: STRUCTURAL 2X MUST S CMU 2Xk>: CM �' DRYWALL SECURE t0 BLOCK W/2-�}(�" NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-gi(,6" SECURE t0 BLOCK W/1-1/4' E,E ON OUTSIDE k SECURED SECURE OR DRIVE PIN BE ON OUTSIDE k SECURED TAPCON5 OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH NON-STRUCTURAL 1'X4' OR I'X2" F.T. NAILER (MIN. SHANK SIZE VE THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE k SECUREP (MIN. SHANK SIZE .145 3/fb' TAPCON MIN. I Y4" 1x4 P.T. OR %'X4" MIN. SECURE MIN. HEAD SIZE . .14 3X6' TAPCON MIN. 1 Yd' MIN. HEAD 51ZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 EMBEDMENT INTO BLOCK. THRU FRAME k EXTEND 1Y MIN. EMBEDMENT 1 0 EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4'} 3,f6" TAPGON MIN. 1-Y4" MIN. EMBEDMENT 1 Y4"} INTO }3LOCK W/ 3if6" TAPGONS WITHIN S` OF EACH END k S• CMU WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN $" OF EACH END k CMU OR DRIVE PIN IS" O.C. MAX SPACING. " 8 CMU 18" O.C. MAX SPACING." DRYWALL 18 O.C. MAX SPACING. " /IGS" O.S.5. OR 2" CDX (MIN. SHANK SIZE .145 DRYWALL 2X8: 2X8: ® " , 2Xg; �i DRYWALL 1X4 OR I X2 P.T. NAILER MIN. HEAD SIZE 300 1"X4" OR 1"X2' P.T. NAILER SECURE TO BLOCK W/2-%' , , , SECURE TO BLOCK W/1-1/4' TYvF_< 51JILDING WRAF MIN. EMBEDMENT 1-Y4" SECURE TO BLOCK W/2 -%'WITHIN 8' OF EACH END k 18' TAPGONS OR DRIVE PIN 3%, O.S.B. X 4 MIN. TAPCONS OR DRIVE PIN 1X4 OR 1X2 P.T. NAILER T IN. SHA OR IZE .14 PIN �t%61O.SB. X 4'M IN. I=APER 5,4C'K, O.C. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .10 DOOR CASING MIN HEAD SIZE 300 DOOR CASING MM. HEAD SIZE 300 MIN. HEAP SIZE 300 DOOR JAM!_'+ OR WINDOW � DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW " MIN. EMBEDMENT I Y4 ) GALV D MTL. LATH DOOR CASING MIN. EMBEDMENT 1)4") MIN. EMBEDMENT I Y4 1 ATTACH to 2X PER WITHIN S' OF EACH END k ATTACH To 2X PER ATTACH TO 2X PER WITHIN S' OF EACH ENP k MANUFACTURES DETAILS. „ DOOR JAMB OR WINDOW WITHIN S' OF EACH END k MANUFACTURES DETAILS. MANUFACTURES DETAILS. 1g' O.G. MAX SPACING. TEXTURED ATTACH TO 2X PER IS' O.C. MAX SPACING. 18 O.G. MAX SPACING. FINISH e WOUD MANUFACTURES DETAILS. WOOD WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4"} NOTE: SHIM AS NEEPED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED )4") NOTE: SHIM AS NEEDED TO PLUMB JAM15 (DO NOT EXCEED Y4°) CONSTRUCTIC7N —15 15 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3—'7/15" DOOR JAMB TO BLACK +3/4 OR +5 f 4 DOOR JAMB TO BLOCK +1 / (L WINDOW TO BLQCK +3 4 QR +5 4 WINDOW TO BLOCK +1-15 15" E WINDOW TO BLOCK +3" WINDOW TO BLOCK +3—'7 15" SCALE: 1"-1'-0' C SCALE: I'-1'-0" 2X4: CM 2X4:CM 2X4: MM 2X4 � 3 " SECURE TO BLOCK W/Y4' S" GMU SECURE TO BLOCK W/ 3/f8" SECURE TO BLOCK W/ 3if&" SECURE TO BLOCK W/ ,fa TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPGONS OR DRIVE PIN TAPCONS OR DRIVE PIN SHANK SIZE.145 112" TEXTURED (MIN. SHANK SIZE .145 (MIN. ZE 3�� (MIN. SHANK SIZE .145 MN HEAD SIZE 300 MIN. E D MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4'} MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4"} FINISH '� MASONRY MIN. EMBEDMENT 1 Y4"} MIN. EMBEDMENT 1 Y4 } NOTE: STRUCTURAL 2X MUST WITHIN S" OF EACH END k WITHIN S OF EACH END k WITHIN S OF EACH END k BE ON OUTSIDE k SECURED WITHIN S OF EACH ENP k 18' O.C. MAX SPACING. IS' O.C. MAX SPACING. 18" O.G. MAX SPACING. THROUGH NON-STRUCTURAL 18" O.G. MAX SPACING. STRUCTURAL 2X MUST ® 2X6: ® 2x(p: ® 2X6: 2X6: : 3,f�" TAPCON MIN. I -Y4" SECURE TO BLOCK W/2 -3i ' SECURE TO BLOCK W/2 -W8' NOTESECURE t0 BLOCK W/2-3,fb' EMBEDMENT INTO BLOCK. SECURE TO BLOCK W/I-1/4 TAPCONS Oil DRIVE PIN 5E ON OUTSIDE k SECURED TAPCONS OR DRIVE PINF1 TAPCONS IN.SHA OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN 8" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE < SECURED (MIN. SHANK SIZE .145F1 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SWANK 312E .145 MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300IN MIN. HEAD SIZE .300 Nb' TAPCON MIN. 1-Y4" MIN. HEAD SIZE 300 DRYWALL WEEP SCREED EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4'} 1"X4" OR 1'X2' P.T. NAILER MIN. EMBEDMENT i Y4"} r=M E PCOM MIN. I B MIN. EMBEDMENT 1 Y4"} MIN. EMBEDMENT I Y4" Wltl-IIN S" OF .EACH END k WITHIN S' OF EACH END k g, C1.,,IU WITHIN B" OF EACH END 4 WITHIN 8 OF EACH END k EM>_3EPMENT INTO BLOCK. DETAIL Cf�T 18' O.C. MAX SPACING. , IS" O.C. MAX SPACINGS. � 18" O.G. MAX SPACING. 2ND C SECURE TO 18" O.C. MAX SPACING. S' CMU v o' 2X8: ® yy DRYWALL 8 GMU hDRYWALL STRUCTURAL MEMBER W/(2)I2cl , 2X8° ® WITHIN S' OF EACH END k 6" SECURE tO BLOCK W/1 -i/4" 2X8: ® " 2X5' ® 1"X4' OR 1'X2" P.T. NAILER 3 ' " " " " BLOCK CONNECTION DRYWALL SECURE TO BLOCK W/2-%' � � SECURE TO BLOCK W/2-�{6 TO S' O.C. MAX TAPCONS OR DRIVE PIN 1X4 OR 1X2 P.t. NAILER SECURE TO BLOCK W/2 -3i{6" II OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN 1 P.T. X 4 MIN. TAPCONS OR DRIVE PIN TAAPCONS OR DRIVE PIN — (MIN. SHANK SIZE .145 I" P.T. X 4" MIN. (MIN. SHANK $IZE .145 � DOOR CASING „ , u (MIN. SHANK SIZE .145 DOOR CASING (MIN, SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 °^�_ DOOR CASING SCALE: 1 I/2 =1 -O MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW , DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4"} POOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4"} MIN. EMBEDMENT I Y4 } ATTACH t0 2X PER " DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4"} ATTACH TO 2X PER ATTACH TO 2X PER WITHIN 6' OF EACH END k WITHIN 8 OF EACH END t WITHIN 8" OF EACH ;END k WITHIN 8 OF EACH END k MANUFACTURES DETAILS. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. ATTACH t0 2X PER IS' P.C. MAX SPACING. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. IS" O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 49 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 CPO NOT EXCEED Y4") " DOOR JAMB TO BLOCK +2 1 " DOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" DOOR JAMB TO BLOCK +1 1/2 4 / WINDOW TO BLOCK +1-1/2 WINDOW TO BLOCK +2 1 4" �+ WINDOW TO BLOCK +3WINDOW TO BLOCK L SCALE: I'm V-0' � SCALE: 1"=1'-0' SCALE: I"- I' -(Z}' H SCALE: 1"° 1'-0" A R C H IT E C TS 4Design G ro u p inc. .441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 - PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com ` AA #: 0003325 J� SUDDIV. & LOT: TUSCA PLACE SOUTH LOT X35 PFI:ojEcT# 1664.054 MODEL• _ 2200" GA CAGE SWING: RIGHT PACE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITEGTI STATE OF FLORIDA JAM ANTWELL N 12079 _. PRI T I%ATN: 11 1 8/10 :SCALE: 1/4"=1'-0" SNEET ID3 �•"1 � d o _ � p � o A U a � SUDDIV. & LOT: TUSCA PLACE SOUTH LOT X35 PFI:ojEcT# 1664.054 MODEL• _ 2200" GA CAGE SWING: RIGHT PACE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITEGTI STATE OF FLORIDA JAM ANTWELL N 12079 _. PRI T I%ATN: 11 1 8/10 :SCALE: 1/4"=1'-0" SNEET ID3 �•"1 � 16 FIBERGLA55 SHINGLES FIBERGLASS SHINGLES OVER X15 FELT PAPER ON 2x4 BLOCKING BETWEEN OVER $15 FELT PAPER ON 1/16" 0.5.5. SHEATHING OR 2" TRU55ES AT FIRST TWO BAYS " 0.5.5. SHEATHING OR CDX PLYWOOD SECURED 41-0" O.G. (AT SHEATHING X PLYW00D SECURED CDX PER NAIL INCA SCHEDULE SEAMS) PER NAILING 5CHEDULE PRE -ENG TRU55 MTL. DRIP EDGE PRE -ENG GABLE TRUSS 2x4 5U5-5AND CONT. 2x4 RAT RUN 5ECURED D FORMS 5 E ENERGY CODE MTL. DRIP EDGE --'� E EACH TRUSS W/ (2) 1201 s E R FOR INSULATION R -VALUES. ALUM. SOFFIT 2x4 5UB-5,4ND all GYPSUM 5014RD OR STIFFBACK AT ALL VENTED ALUM.HIGH STRENGTH CLG. UPRIGHTS OVER 4'-1011 SOFFIT r 50ARD HIGH (SEE SEALED ENG. �.-,s= a " "r= mt DOUBLE TOP PLATE --� \— TW15T STRAP VERIFY W/ "' ~ " �� r `"'� `" _SEE ENERGY CODE FORMS TRU55 PLAN 5ECURE 2x4 PLATE TO FOR INSULATION R-VALUE5. WINDOW HEADER SIZE�� VAfRIES PER WINDOW WALL W/ x�o THR,U-BOLTS OPENING SEE HEADER @ 32" O.C. MAX THEN " GYPSUM 50ARD OR " SPAN CHART FOR SECURE GABLE TO 2x4 HIGH STRENGTH CLG. 1201s ' DETAILS --WINDOW ATTACHMENT A5 PLATE W/ 8 O.C. MAX OR BOARD PER MANUFACTURES 16O.S.B. SHEATHING OR � SPECIFICATIONS SECURE GABLE TO DSL DOUBLE TOP PLATE CDX PLYWOOD. TOP PLATE W/ 51MP50N ATTACHED PER NAILING WINDOW SILL HTC4 s 24" O.C. MAX SCHEDULE ON SHEET DS. 2x STUL)6 Q 16 O.C. MAX W/ WINDOOW HEADER 51ZE WINDOW ATTACHMENT 45 R -II BATT. fNSUL. MIN. VAIE5 PER, WINDOW PER MANUFACTURER la" THICK., 3 GOAT GEMENT " OPENING SEE HEADER SPAN SPECIFICATIONS PL,45TEIR OVER GRADE T G SUBFLODR GLUED CHART FOR DETAILS WINDOW SILL "D" FELT PAPER SACK AND NAILED AS PER NAILING 5CHEDULE 0.5. 3. SHEATHING OR � 2x STUD5 e 16" O.C. MAX W/ METAL LATH OVER CDX PLYWOOD. ',-11 BATT. INSUL. MIN. APPROVED HOUSE WRAP ATTACHED PER NAILING OR GRADE "D" FELT 5CHEDULE ON SHEET DE> T 4 G 5U5FLOOR GLUED 7PAPER %" THICK, 3 COAT CEMENT AND NAILED 45 PER NOTr=- SHEATHING PLASTER OVER GRADE NAILING SCHEDULE NOT BREAK. 1'-0" MIN. "D" FELT PAPER BACK FROM 2ND FLR LINE METAL LATH OVER 2x4 DONT. s TOP AND PRE -ENG FLOOR TRUSS APPROVED HOUSE WRAP ( INSTALL PER MFG. 5PEC5J BT. OF FLR TRU55 (TOP " GYPSUM BOARD OR OR GRADD E "" FELT 2x4 SUPPORTS 5TGYPSUM STRENGTH CLG. PAPE? PLATE OF 2ND FOR, BT. 2x4 15 FOR WALLN SHEATHING MUST PRE -ENG FLOOR TRUSS30ARD THING NAILER) GONG. FILLED LINTEL 13LK NOT BREAK 1'-0" MIN. (INSTALL PER MFG. SPECS.) SHEA FROM 2ND FLR L INE GY'i=SUM BOARD OR W/ (1) REk�AR CONTINUOUS � WEEP SCREED R-4.2 BATT. INSUL. 2x4 CONT. 6 TOP AND HIGH STRENGTH GLC. (SEE DETAIL 2A) BT. OF FLR TRUSS (TOP BOARD EM5ED. STRAP VERIFY PRECAST LINTEL 2x4 5UPPORT5 BT GONG. FILLED LINTEL SLK W/ TRU55 PLAN WINDOW ATTACHMENT 45 PLATE OF 2ND FLR, BT. W/ (1) 05 RESAR CONTINUOUS PER MANUFACTURES 2x4 1.5 FOR WALL SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL "THICK, 2 COAT CEMENT PRECAST SILL WINDOW ATTACHMENT A5 PLASTER APPLIED (1) #S REBAR VERTICALLY WEEP SCREED}SER MANUFACTURER DIRECTLY TO MASONRY W/ CONC. POUR CELL (5EE DETAIL 2A) SPECIFICATIONS 1x2 P.T. FURRING STRIPS PREC,45T SILL 1(0" O.G. EMBED. STRAP VERIFY (1) 05 REBAR VERTICALLY 2—STORY �I W/ TRUSS PLAN CMU W/ CONC. POUR CELL FIRST FLOOR �, STRIPS I " 1x2 P.T. FURRING 1/2 GYP. WL. SD. � THICK, 2 GOAT GEMENT - i � C BLOCK SECQND WOOD BASE PLASTER APPL IED 1� 0 FLOOR FRAME DIRECTLY TO MASONRY I, all CMU SCALE. 3/4" =1' -m" A `� — S T Q R Y CABLE 1/2 GYP. WL. BD. $ WooD SASE FIRST FLOOR m 00 pay _ O d �►— / 4 BLOCK SECOND a' M a c • 1 d FLOOR FRAME 1A SCALE: 3/4" =1' -O" a 0.5.8. SHEATHING OR CDX 2x STUDS lea" O.C. MAX W/ PLYWOOD. ATTACHED PER R-11 BATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS � 1�" O.C. MAX W/ 1/16" 0.5.13. OR CDX DS R- I I BATT. INSUL. MIN. ° T 4 G 5U�3FLOOR GLUED TYVEK BUILDING WRAF s"THICK, 3 COAT CEMENT 3" T 4 G 5UBFLOOR GLUED AND NAILED A5 PER PLASTER APPLIED TO METAL AND NAILED AS PER PAPER3,4GK NAILING SCHEDULELATH OVER 2 LAYERS OF NAILING 5CHEDULE G,4LV'I� MTL. LATH GRADE D BUILDING PAPER TEXTURED OR PAPER EsACKED LATH FINISH � WOOD f WOOD WEEP 5CREED WRAP OvERAN APPROVED HOU5E CONSTRUCTION ------------------------- RIM BOARD (INSTALL PER MFG. SPECS.) PRE -ENG TJ FLOOR TRUSS all CMU FIRE -ENG TJ FLOOR TRU55 WEEP SCREED GYPSUM BOARD OR (SEE DETAIL 2A) " GYPSUM BOARD OR 1/2" TEXTURED HST STRENGTH GLC. BOARD ,. EMBED. STRAP VERIFY HIGH STRENGTH CLC. FINISH '4 MASONRY H G R 80ARD '`. U55 PLAN (PAD TR.4 5IM~'6ON HETA-1b EMBED. W/ CONC. FILLED LINTEL SLK STRAP e 32" O.C. MAX VERIFY WHERE NEEDED) W/ TRU55 PLAN "THICK, 2 COAT CEMENT W/ (1) '"5 i�EBAR CONTINUOUS PLASTER APPLIED WEEP SCREED DIRECTLY To MASONRY DETAIL C WOOD TO FLOOR CQNNECTIQN AT PARALLEL/ 2 PERPENDICULAR PRE—ENG FLOOR TRUSS C1C� CONNECTION _ `�° SCALE: 1 1/2"=1'-O" SCALE: 3/4 _ 1 lZ� A R C H I T I C TS Design Grou p inn. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 sv$r�sv. ac I�oT: TUSCA PLACE SOUTH- LOT #35 m P'ROJE CT# 1664.054 al ODEI&' "2200 GAP -AGE SWING: RIGHT PAGE: MONOLITHIC 2—STORY STALL SECTIONS ARCHITECT: STATE OF FLORIDA JAM S CANTWELL NO 12079' DIUNT A : 11 18 10 SCALL: 1/4"=1'-0" SHEET D OF� W d � Q o � � p z v A � sv$r�sv. ac I�oT: TUSCA PLACE SOUTH- LOT #35 m P'ROJE CT# 1664.054 al ODEI&' "2200 GAP -AGE SWING: RIGHT PAGE: MONOLITHIC 2—STORY STALL SECTIONS ARCHITECT: STATE OF FLORIDA JAM S CANTWELL NO 12079' DIUNT A : 11 18 10 SCALL: 1/4"=1'-0" SHEET D OF� FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 1115 FELT PAPER ON OVER #15 FELT PAPER ON 2x4 BLOCKING BETWEEN `t I/Ira" 0.5.3. SHEATHING OR TRUSSES 4T FIRST TWO BAYS O.S.B. 5NE�4T1-If1�1C 01�' CDX PLYWOOD SECURED � 0 O.G. (AT SHEATHING CDX PLYWOOD SECURED PER NAILING 5CHEDULE PER NAILING SCHEDULE7=7t SEAMS) PRE -ENG TRUSS MTL. DRIP EDGE PRE -ENG GABLE TRU55 2x4 SUB -BAND CONT. 2x4 RAT RUN SECURED MTL. DRIP EDGE --�'� SEE ENERGY CODE FORMS W1 (2)'126's 6 EACH TRUSS FOR INSULATION R -VALUES. ALUM, SOFFIT 2x4 SUB - BAND " GYPSUM BOARD OR 2" ST IFFBAGK 4T ALL VENTED ALUM. HIGH STRENGTH CLG. UPRIGHTS DVER 4'-10" SOFFIT BOARD HIGH (SEE SEALED ENG, DOUBLE TOP PLATE TW15T STRAP VERIFY W1 FOR SIZE 4 CONDITION) SEE ENERGY CODE FORMS TRUSS PLAN SECURE 2x4 PLATE TO WINDOW HEADER SIZE „ 31x(o"FOR INSULATION R-VALUE5. V,4RIE5 PERWINDOW WALL W/ THRU-BOLTS OPENING SEE HEADER 32" O.G. MAX THEN 5" GYPSUM BOARD OR 2" SPAN CHART FOR SECURE GABLE TO 2x4 HIGH STRENGTH CLCD. PLATE W/ 12d's S" O.G. MAX j DETAILS WINDOW ATTACHMENT 45 50ARD PER MANUFACTURES OR' O.S.B. SHEATHING OR 2° SPECIFICATIONS SECURE GABLE TO DBL DOUBLE TOP PLATE CIE -.)x PLYWOOD. TOP PLATE W/ 51MP50N ATTACHED PER NAILING WINDOW SILL HTC4 la 24" O.C. MAX SCHEDULE ON SHEET D5. 2x STUDS 6 1b" O.C. MAX W/ WINDOOW HEADER SIZE WINDOW ATTACHMENT 45 R-11 E3ATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER la" THICK, 3 COAT CEMENT � OPENING SEE HEADER SPAN SPEGIFIS4TION5 PLASTER OVER GRADE T G SUBFLOOR GLUED CHART FOR DETAILS WINDOW SILL "D" FELT PAPER BACK AND NAILED 45 PER NAILING SCHEDULE i� O•S.S. SHEATHING OR 2° 2x STUDS * ire" D.C. MAX W/ METAL LATH OVER CDX PLYWOOD. APPROVED HOUSE WRAP ATTACHED PER NAILING R-11 84TT. fNSUL. MIN. OR GRADE "D" FELT SCHEDULE .ON SHEET D5T G SU1:3FLOOR GLUED PAPER %" THICK, 3 GOAT CEMENT AND NAILED AS PER NOT SHEATHING MUST PLASTER OVER GRADE NAILING SCHEDULE NOT BREAK 1'-0" MIN. "p" FELT PAPER BACK FROM 2ND FLR LINE METAL LATH OVER 2x4 CONI. e TOP AND (INSTALL FLOOR TRUSS APPROVED HOUSE WRAP 5T. OF FLR TRU55 (TOP (fNST4LL PER MFG. SPECS) GYPSUM B04RD OR 2 OR GRADE "D" FELT 2x4 SUPPORTS BT HIGH STRENGTH CLG. PAPER PLATE OF 2ND FOR, BT. 2x4 15 FOR WALL BOARD NOTE: SHEATHING MUST i RE -ENG FLOOR TP°U55 SHEATHING NAILER) GONG. FILLED LINTEL �3LK NOT B12EAK I'-0" MIN. (INSTALL PER MFG, SPECS.) W/ 11) ' R'EE3AR CONTINUOUS 11 FROM 2ND FOR LINE GYPSUM SOARD OR 2 WEEP SCREED HIGH STRENGTH CLG. (SEE DETAIL 24) R-4.2 BATT. INSUL. 2x4 CONT. e TOP ,AND BT. OF FLR TRU55 (TOE' 50ARD EMBED. STRAP VERIFY PRECAST LINTEL> 2x4 SUPPORTS BT WINDOW ATTACHMENT AS PLATE OF 2ND FLR, BT. CONC. LINTEL BLK W/ TRUSS PLAN W/ (1) 5 REBAR CONTINUOUS PER MANUFACTURES 2x4 IS FOR WALL SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL 2"THICK, 2 G04T CEMENT PRECAST SILL WINDOW ,ATTACHMENT A5 PLASTER APPLIED (1) #5 REBAR VERTICALLY WEEP SCREED PER MANUFACTURER DIRECTLY TO MASONRY W/ cONC. POUR CELL (SEE DETAIL 2A) 5PECIFICATION5 1x2 P.T. FURRING STRIPS PRECAST SILL 2—STORY EM5ED. STRAP VERIFY (1) #F� REBAR VERTICALLY FIRST FLOOR I 8" CMU W/ TRUSS PLAN W/ SONG. POUF: SELL 1/21, GYP. WL. BD. THICK, 2 COAT GEMENT 1x2 P.T. FURRING. STRIPS BLOCK SECOND WOOD BASE PLASTER APPLIED 16 o.G. FLOOR FRAME DIRECTLY TO MASONRY all CMU SCALE: 3/411=11-011 2—STORY GABLE LE 1/2" GYP. WL. BD. iF M M 11 M-- $ S T O WOOD 545E d ° b FIRST FLOOR BLOCK SECOND 4 FLOOR FRAME 1Ad SCALE: 3/4"=V-0" 4 %* • 4 a 0.5.5. SHEATHING OR 2" GDX 2x STUDS e 16o" O.C. MAX W/ PL'Y'WOOD. ATTACHED PER R-11 BATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS 1�" O.C. MAX W//I�a" O.S.S. OR 2" GDX '� ©5 � R-11 BATT. fNSUL. MIN. T 4 G SUBFLOOR GLUED ¢ "THICK 3 COAT GEMENT " T 4 G 5U5FLOOR GLUED TYVEI< BUILDING WRAF ANP NAILED AS PER PLASTER APPLIED TO METAL AND NAILED AS PER PAPER 5,4CK NAILING SCHEDULE ,4TH OVER LAYERS OF NAILING SCHEDULE G,4LV'D MTL. L,4TH GRADE D BUILDING PAPER TEXTURED OR PAPER BACKED LOTH FINfSH a WOOD OVER AN Apf=ROVED HOUSE WOOD WEEP SCREED CONSTRUCTION WRAP pp I. 2x4 CONT. Q TDP AND Bt. OF z se FLR TRUSS (TOP 2X4 a, d SUPPORTS 5T PLATE OF 2ND �a a PRE -ENG FLOOR TRUSS FLR, BT. 2x4 IS FOR WALL PRE -ENG FLOOR TRUSS all CMU `+ SHEATHING NAILER) ,� °Ger GYPSUM B04RD DR 1 1/2" TEXTURED SIMPSON HETA-1& EMBED. �� WEEP SC1`zEED 4. � �` FINISH � M,4SONRY STRAP 6a 32" O.G. MAX VERIFY EE HIGH STRENGTH CLG. W/ TRUSS PLAN (SEE DETAIL 2A) ;'4 BOARD EMBED. STRAP VERIFY GONG. FILLED LINTEL BLK 5" GYPSUM BOARD OR 2" W/ TRUSS PLAN HIGH 5STRENGTH CLG. BOARD—"'THICK, 2 COAT CEMENT W/ (1) #5 REBAR CONTINUOUS PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ DETAIL Ca) WOOD TO PERPENDICULAR PRE— ENG FLOOR TRUSS2 LOCK CONNECTION SCALE: 1 1/2"=1`-0" LE A R C H I T E C T S Design roup GInc. L441 N. RONALD REAGAN 8 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.a bdesigngroup.cor AA #: 0003325 STJSDIV. & LCT: TUSCA PLACE SOUTH LOT X35 - PytOJECT 1664.054 MODEzA.. "2200" GAitAGE SWING: RIGHT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECTS .. STATE OF FLORIDA tsar �fi 2010 DATE: v 11 1 10 SCALE: 1/4"-1'-0" SHEET D 4 Ggl 6 w w Q o Q � -a Q q z o U 61 4 g 00 STJSDIV. & LCT: TUSCA PLACE SOUTH LOT X35 - PytOJECT 1664.054 MODEzA.. "2200" GAitAGE SWING: RIGHT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECTS .. STATE OF FLORIDA tsar �fi 2010 DATE: v 11 1 10 SCALE: 1/4"-1'-0" SHEET D 4 Ggl 6 c PH: 407-774-6075 FAX: 407-774-4075 www.abdesigngroup.com ._. AA #: 0003325 J RCN IT ECT PH: 407-774-6075 FAX: 407-774-4075 www.abdesigngroup.com ._. AA #: 0003325 J SuIDDIV. & LOT: TUSCA PLACE SOUTH LOT #35 PROJECT# 1664.054 MODEU- "2200" GARAGE SWING: RIGHT -- PAGE: misc. DETAILS 0 1 H I c yr rwnlLo.#% W 1 9 2010 JAMEt CAN rWELL N©12079 . PR NT DATE: 11 /18 10 SCALE: 1/4"=l' -O") o � � O q U Lv SuIDDIV. & LOT: TUSCA PLACE SOUTH LOT #35 PROJECT# 1664.054 MODEU- "2200" GARAGE SWING: RIGHT -- PAGE: misc. DETAILS 0 1 H I c yr rwnlLo.#% W 1 9 2010 JAMEt CAN rWELL N©12079 . PR NT DATE: 11 /18 10 SCALE: 1/4"=l' -O")