The URL can be used to link to this page

Home My WebLink About2417 Vineyard Cir (a)In 9 9 .1/ y JIL wwrw, airtbui"tun. cu"rib CBC1252212 Tft1: (407) 850-5200 Fax: (407) 850-5300 SANFORD BUILDING DEPT THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT, A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE'WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OF' SET ASIDE ANY OF THE PROVISIONS OF THF TECHNICAL CODES, NOR SHALL. ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THERI=AFTEFR RE7QUIRING A CORREC- T10N OF F..RRORS ON THE PLANS, CONSTRUCTION OR O-rHER VIOLATIONS Or THC CCIDES. • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: . FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. ABOVE LAV. LAVATORY REV. DATE DESCRIPTION W/2009 SUPPLEMENT A/C AIR CONDITIONING LmLUMINOUS 1 03/01/10 CONTROL DATE (NO SHEETS AFFECTED) SHEET DESCRIPTION ADJ. ADJUSTABLE M.C. MEDICINE CABINET • 2007 FLORIDA FIRE PREVENTION CODE ALT. ALTERNATE MFR. MANUFACTURER 03/04/10 R1 -AN MACDONALD RE:VIVON5 AMP. AMPERAGE MIN. MINIMUM D.R. HORTON HOMES -NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION BD, BOARD M.T. METAL THRESHOLD REMOVED LINEN CL05ET AT FO•rER PG C1—COVER PAGE 5850 T.G. LEE BLVD. SUITE 600 •ALL LOCAL AND STATE CODES CAB. CENTER MTD. MOUNTED -ADDED OPT. DOU5LE LAV AT 0.5ATP PG GN- GENERAL NOTES CLG. CEILING N.T.S. NOT TO SCALE SWITCHED W.G. 4 LINEN CL05ET LOCATIONS AT PG 1 -FOUNDATION PLAN ORLANDO, FL, 32822 CLR. CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE 0.5ATN 4 ENLARGED 6POWER PG 1A -DOWEL PLAN TEL: (4 0 7) 850- — 5200 CPT. CARPET P.B. PUSH BUTTON FAX: 407 850-5300 *OCCUPANCY — RESIDENTIAL GROUP R3 C.T. DRYER CME PH, PHOONE 03/0SAO R. MACDONALD ELEVATION REVISIONS PG 1B- _LINTEL SCHEDULE (CAST --CRETE) ( ) OCD. •CONSTRUCTION TYPE — VB ' DBL. DOUBLE PLYWD. PLYWOOD REVI5ED ELEVATION C 4 D TO 8'-8" 5RG. NGT. PG 113.1 LINTEL SCHEDULE (WEKIWA) D.G. DUAL GLAZED PR. PAIR •MIN. INTERIOR FINISH — CLASS B DIA. DIAMETER P.T. PRESSURE TREATED -REMOVED GRID FROM WINDOW5, ID AS "COMM. 5PECIFIC' PG 1B.2- LINTEL SCHEDULE (PRO -CRETE DIM. DIMENSION R. RISER 'COMM.• BASIC WIND SPEED — 120 MPH (M/S) DISP. DISPOSAL RAD. RADIUS -REYI5ED 5CORE0 5AN05 TO READ A5 STUCCO, ID AS SPECIFIC PG 1 C -WIND LOAD CALCULATIONS •1—STORY RESIDENCE — DP- DEEP R.A.G. RETURN AM GRILL -REVISED WINDOW NEIG1-1T TO -i'-4" A.F.F. PG 2 FIRST FLOOR PLAN DR DOOR REF. REFRIGERATOR • STATE OF FLORIDA •2—STORY RESIDENCE — MAX. HEIGHT AS PER D.S. DOWNSPOUT RM. ROOM ' 04/21/10 R. MACDONALD REVISION PG 3- SECOND FLOOR PLAN PROFESSIONAL ARCHITECT: LOCAL AND STATE CODES DTL. DETAIL R.O. SOLID OPENINGEXT D.W. DISHWASHER S.C. SOLID CORE EXT DR -MOVED A/C CHASE ON FOUNDATION PLAN TO 6" WALL PG 4A -ELEVATION A FRONT &REAR SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 EA. EACH S.D. SMOKE DETECTOR PG 5A—ELEVATION "A" LEFT & RIGHT USED FOR DESIGN INCLUDE: ELEV. ELEVATION S.H. SINGLE HUNG 5ETWEEN DINING ROOM 4 KITCHEN JAMES CANTWELL CONCRETE MASONRY RESIDENTIAL EXH, EXHAUST SHTHG. SHEATHING 05/06/10 R. MACDONALD REVISION PG 6A -FRAMING PLAN ELEVATION "A" EQ. EQUAL SHT. SHEET AR NO. 12079 • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. EXTERIOR SHWR. SHOWER-fREV15ED UNDERSTAIR CL05ET DOOR TO OUT5WING PG 7A -ROOF FRAMING PLAN ELEVATION "A" *AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G./FX. FIXEDAS SS SLID SLIDING FIN. FINISH SL, GL, SLIDING GLASS � 05/19/10 R. MACDONALD ELEC. 4 ELEVATION REVISIONS PG 8 -FIRST FLOOR ELECTRICAL PLAN A.B. DESIGN GROUP, INC. SQ.FT. CALL. S FLR. FLOOR STD. STANDARD -ADDED OUTLET FOR IRRIGATION IN GARAGE PG 9 -SECOND FLOOR ELECTRICAL PLAN 1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCENT sws SHEARWALL FR DR. FRENCH DOOR SECTION -ALL STONE RETURNS TO BE 2' OR ENTIRE LENGTH IF LE55 THAN 4' PG D1 -FOUNDATION DETAILS LONGWOOD, FLORIDA 32750 LIVING (15T.) 1041 SQ. FT. FTG. FOOTING TEMP. TEMPERED GLASS PG D2—MISC. DETAILS Tel: (4 0 7) 774-6078 GAR, DISP. GARBAGE DISPOSAL GAUGE TOC. o C F CURB PG D3 -1 -STORY WALL SECTIONS LIVING (2 I �t D -) 11 2 5 Q' T' G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE Fax: (407) 774-4078 INTERRUPTER T.O.S. TOP OF SLAB PG D4-MISC. DETAILS GL. GLASS TYP. TYPICAL PG D5-MISC. DETAILS GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED TOTAL LIVING 2199 SQ. FT. H.B. HOSE BTB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF Ile HDR. HEADER W. WASHER ` PORCt� �� SQ. 1=T. HGT.ORHT HEIGHT W/ WITH �! TNSUL. INSULATION WD. WOOD r ��A�� INT, INTERIOR WDW. WINDOW G 405 GJ' Q, FT. W/H WATER HEATER W.I. WROUGHT IRON " /0 TOTAL 2 (o �o O SCS. FT. A R C H I T E C T S Desi n GrOU Inc. F41 N. HUNALU HEAGAN ULVL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 f:; '1 pni 9LTBDIV. 1& LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: "2199„ GARAGE SWING: LEFT PAGE: COVER PAGE ARCHITECT: STATE OF FLORIDA �.r DA : 08/26/10 SCAY :1/4"=1'-0" SHEET w C 1 _ a V w Ed w w IL 1L 1 h Q1 lam- Q Q Q Q A c i tt m m m 'v' iA iil rr f:; '1 pni 9LTBDIV. 1& LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: "2199„ GARAGE SWING: LEFT PAGE: COVER PAGE ARCHITECT: STATE OF FLORIDA �.r DA : 08/26/10 SCAY :1/4"=1'-0" SHEET C 1 0F16 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 II. ATTICS WI STORAGE 20 III. ATTICS WIOUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 Ii. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/z -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/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 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN IA THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE %". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 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 530.11 ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/4 INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM 0476, 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" - W1.4X 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 3'4'.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 3/4" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, UNO. Fb =1,500 PSI Fv =175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 518" OSB EXPOSURE -1 OR 112" CDX PLYWOOD.112" 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 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE'COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSIITPI 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 L1240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM'/" PVC (SCHEDULE 40), INSULATED WITH'/i' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 8" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, Y2" 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 1. r� ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR 311.2. A R C H I T E C T S Design Group �nc. .441 IY. r%UI'M r1LLJ "L-mlaMil a.n-rv. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SXMDIV. & LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1"703.00 MODEL: "2199" GARAGE SWING: LEFT PAGE: GENERAL NOTES ARCHITECT- TE OF FLORIE n DATE: 08/26/10 SCALE: 1/4"=1'-0" SHEET G op-1 w w w w O � o � z q U 0 A � SXMDIV. & LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1"703.00 MODEL: "2199" GARAGE SWING: LEFT PAGE: GENERAL NOTES ARCHITECT- TE OF FLORIE n DATE: 08/26/10 SCALE: 1/4"=1'-0" SHEET G op-1 a 24"X24'X12" CONC. PAD W/3 -*5 BARS E.W. (ON CHAIR) MIN. 3' 4" 101-0a COVER (2 TYP.) -4 1/2" 4 w D1 4" 4 4 I `SLAB1 3 D1 �I D1 - 1/2 ° EXTEND I F1 SLAB 1 1/2 OPT. C ® v PATIO 24"X24"X12' CONIC. PAD W/3 -*5 BARS E.W. (ON CHAIR) MIN. 3" COVER -- C27YPJ ---� 22'-3" 14'-0' I I -4 1/2' 4 w Ia 41N � D1 L CONC 8 I I I N I I I 4 -3 I D1 I EXTEND SLAB 1 1/211 C OVERED PATIO 341-�11 14'-10" 121-211 4 D1 — -4 1/2"— � � -3 1/2' O I DI 61 D1 HB D1 CONC. SLAB I ■ EXTEND DI SLAB 11/2" pl pl I E I 4 CONC. REINFORCED r DI I UJ/6'X6' WIA X W1.4 WWM I OR F113ERMESH ON 6 -MIL. e VAPOR BARRIER ON r 13 e / I WELL -COMPACTED N Dl CLEAN TERMITE TREATED FILL OR I i — APPROVED SUBSTITUTE (RECRUIT TT SYSTEM) 61 AE I `CODG SN� m u�13 N D1l�0'-9" 12'-5" 4'-10' — w �. ■ I rte- C= _— -- '' I Q � � �j �n to 10 N C14o I 0'-0' ELEV. FIN. GONG. SLAB — a 24"X24'XI2' I z } - Q I DW S/XV� el W3-SBARS I tuCONC. PAC) O5Ua ■ ( 2411X24'X12' CONC. E.W. ON I ■ PAD W/3-05 BARS CHAIRS MIN. E.W. ON CHAIRS 3" COVER 8 MIN. 3' COVER14'-10" / 1- Al C� -I'-0' 4'-m" D1 41-2' ,n EXTEND RANGE 5 o �r= — SLAB 1 1/2" �- _-� DI (REF. I as 24"x24"X12' CONC. PAD 0 DI I N W/3-'"5 BARS 5 1/2" 6 E.W. ON CHAIRS MIN. ■ 14'-3" 2'-8" 12'-5" 41-2" 101 3" COVER 0 � I � � DI LL �.I �1 LAV. N I - f (Y I w jrr 2'-311 8A a- 12'- 5' U `n cA D1 N b LSU ZO 21-4 N- - U e I °' 121-411 ■ 0 Z e� c� ( 24'X24"X12" CONC. l � PAD W/3 -*5 BARS G1 N E.W. ON CHAIRSEXTEND MIN. 3" COVER � _ — e♦_ 845 11/2' e ■ e 4'LU 13 p1 ■ CLLONG. 4 D I 0 , g -41/2" O SLAB D1 cv }- D 1 V' I ■ � ■ � cfJ I 11 g 24"44"x12' CONC. D1 - DI N FTG. /3 REBAR EA. WA1b W � i/2" z0 L ON CHAIRS I"11N.-, 3 COVER 1 ■ ■I rm ■ TYP.) jN '-0" 161-0" -0" 4'-011 41-5" 5'-�11 20'-0" 14'-0' 341-0" FOUNDATION PLAN A R C H I T E C T S /Group... Desn 1441 N. RONALD REAGANBLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. 8e LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: „2199" GARAGE S WING: LEFT PAGE: FOUNDATION PLAN L�� -- mmof 1 ARCHITECT: STATE OF FLORIDA Dk!Wf-. 08/26/10 SCALE: 1/4"=1"-0" SHEET 101 w w O o � ww w o CLI p J AC A o o A 0 0 w is U ll. D✓ h ZZ Q rq N SUHDIV. 8e LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: „2199" GARAGE S WING: LEFT PAGE: FOUNDATION PLAN L�� -- mmof 1 ARCHITECT: STATE OF FLORIDA Dk!Wf-. 08/26/10 SCALE: 1/4"=1"-0" SHEET 101 F A R C H I T E C T S Desi n Grou Inc. 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-40www.abdesigngroup AA M 0003325 ti 08/26/10 SCALE: 1/4"=1'-0" SHEET 321-41 I A w 6 4'-S" ■ V r(1 w w " 0 " r Q " � 0 ■ N b � i t— N " ° M Cf) z r cel ■ cb (P A U h � M a N m N N " e■ ■■ ■ ■ N � . ■ -g" 3'-m" DOWEL PLAN A R C H I T E C T S Desi n Grou Inc. 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-40www.abdesigngroup AA M 0003325 ti 08/26/10 SCALE: 1/4"=1'-0" SHEET I A w 6 W V w w Q � b � z A U h � A m SUHDIV. & LOT TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: "2199„ GARAGE STfMG: LEFT PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA DAA 4 08/26/10 SCALE: 1/4"=1'-0" SHEET I A OFl 6 4 4 A R C H I T E C T S _N Design vI I DU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h N W a o v w W � � � Q � `. Q w :zz Q A O E,, z W � 8 8 m ch cYl N � SUBDIV. 8e IAT. TUSCA PLACE SOUTH LOT #2034 PROJECT# 1'703.00 MODEL: "2199" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (CAST—CRETE) ARCHITECT: STATE OF FLORIDA DATE: 08/26/10 SCALE: 1/4"=1'-0" SHEET a 0 A R C H IT E C TS FAI 0/f. GrouDesignIf Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: "2199" GARAGE S WING: LEFT PAGE: LINTEL SCHEDULE (PRO—CRETE) ARCHITECT-- STATE RCHITECT=STATE OF FLORIDA JAM S CANTWELL iAfi NO 12079 P w DA E: 08/26/10 SCALE:1/4'0= V_opp SHEET I B. 2 oirl (3 } 0 W � v � cq � Q Lu Lu 0 8 8 cel Kl crl F: SUHDIV. & LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: "2199" GARAGE S WING: LEFT PAGE: LINTEL SCHEDULE (PRO—CRETE) ARCHITECT-- STATE RCHITECT=STATE OF FLORIDA JAM S CANTWELL iAfi NO 12079 P DA E: 08/26/10 SCALE:1/4'0= V_opp SHEET I B. 2 oirl (3 UJB < I UJB 0' CONCRETE RRODUCTS/ INC. P.D. BOX 219 ZELLWOOD, FL 32198 (401) 886-2511 1-800-654-5139 FAX 40"1-886-0195 LINTEL NO. LENGTH Tr f = E L -I 5'-10" 8/22-6-1LIAL L-2 3'-6" 8/16-5-1U/0L L-3 11'-4" 8/24-6-:U/1L L-4 4'-6" 8/16-6-1U/0L L-5 4'-6" 8/16-5-1U/0L L-6 6'-6" 8/24-6-1U/1L L-1 4'-6" 8/16-6-1U/0L L-8 4'-6" 8/16-5-1U/0L L-9 4'-6" 8/16-6-1U/0L 0 0 L— 3 E]KdWA LINTEL SCHEDULiu.VI' 8" LINTEL UPLIFT N.R - Not Recommended 1299 LINTEL GRAVITY 891 LINTEL GRAVITY LINTEL LINTEL SAFE LATERAL LOADS 01 F) SAFE GRAVITY LOADS (PLF) hpe <:vz: mI■F&A-= ff.Tf 'DMWAMQ:flP��!�1:II:1Slyf:►s➢aflH� - -N ��IlllllllllllP% TOTAL LENGT -lY� i /I O %N I % ,, rr ::.' �rrilri.'ol rl i u ri ri �frilri,•ri,•ril �fri rr,'vl J u ii ri i rr u a ri a�%itiii ri 8" PLAIN 8/8-5-0 rah-��:;.-s.7.��r.•.i�r.-.,,.li -..... �r.rrr.r.i�r.•,.,,.,•.� ��t:T::aaarx,aa=�Ks.�lar.•.•rf.� erlm-B-OL 8/14 -S -0L /28-8-0 8/82 -S -0L .r..�. ..,, ar.oni �pi�ll%�8afr,'2'u,'nl�f2•r%ilul�folrlrlrl�filrle%rJ � �%r ��1♦it:-�ra�'1�:a�(ulpl:%rl�rolrli%iJ PRECAST Rm i'roia �lTri):��1i1.7:7�fi• ilarr'r•ililaf�:rrlrlrl �f�lrlrlrl �%i%r i ��888!'L 0000 YJ��idz•��'1 rLK��f:Yf:��L.9L:a �rrl rl rl rl �f •i.il r� 8)�'LY1�a1-Z1-'11��frl ri,•rl �r2'r•iliJ�r :oI ,%rJi�'olrlrlrl�rr'r%dr1 ®��ri 0000 �)♦��-�Kf:�� s=':SGS �S:Tri)r1• ri' af:ririlriJ�Iririlrpil •ooav �rii'alrl 10000 8491 loom 100m 10000 10000 10000 �L' 88888ry,-YS%� �f? r,•rl• t f?:f � �tS Kf :� 88881 %Z._'ol'.� � j„�[' �f.1a}88��rIK>•�%LKfr��:YL•i!•�f�l�lrlrl ivw r ii%i%r ��,[�� PRECAST �a a!'7:f nra ��.� sssser � r ur• BaKLr:1•!'1.1:F:��%S.'S:L7�:1.1Kf88��r�IrlrlrtaBaP� �%rlr� ��Ba•YM��'a'frxSr��•ISxi:1�YLYa�!%S1:1•�� 9339 � �r � raa•�.traacrr.�•T.��s:::.>♦�airs:n>•�-gar-� ��1•�cl�!• 10000 ktYa�'4.701:�1�i'•.::•-��7.1%YatYL!r� al r�Ll��L:KS%l�a!'�1:1�aCY1%Ya �=7r:f:��KYI��%5�1� 10000 4011 10000 I 10000 10000 10000 10000 �r�arkra`�s�•rr,ra r �tr1:a�1.�a ��^f- PRECAST :��IYY8888��r%7olo�a•prJ!%f �'M7.'Sa�7oX1��%7.7f'� is%Yi��jD�i]'�:.7rt %•��}-7:7��.7rY.'o1 �.1i:.l��f�1.1r, 2921 6133 i �.rra aC!!a r�•rrrl-�.� � �f.;-7:>• sf L�7■ �-�-7r� a ��ar�Kaal4to�ar�.h~• 10000 �rrr�.��r:r:z>•�rc�:a 10000 2921 1853 10000 10000 10000 10000 t7rla�far.?:>•� off' ri%i• �•I:SrL!!�!rYdf�7.'S:ka ��a8=L��i�1ca PRECAST r �IrkS�KYT:��7S:a �:TsYa �I:YUaa�•Yi:3a!'iKYa�lBro� 2714 5018 1119 9284 �a'�i''�L��-ZS•��IFS ��:I��rriL•t:a�(�a aaaaar r'ra� �f::a�IC�•�er_r rree��I:'r4�a�'Ir:}:al�4.yr.'� 10000 2214 5412 10000 100m 10000 10000 10000 ��i'� ��tf�'�Y��PrYi��P3k•�aC] PRECAST X1• t.%Il a �-3111 � it f=�� i'l a �!ira Tri a'13'� � ��ill•��]��If'I=I�CLTia�Yltl`��' �'r �'�Yia - �P1R�i'flll�', i`I��s�■�rrx�s-�riar��iiilr��■�� Emmm00"L1•iiiiiiiiiiiillY4Tum mmlS:'?iiiiiiiiiiiNEWS-= morli'm _�f�att3Ca�-�a:aMEL t:�-mllllll . 4660 �IImi9F�i F��i=�ls11N �4_1i2mt3Y� i• ymt11--3mImmnmi_63-miiiiiiiiiiii-1:nmmImM'iptiiiiiiiiiiiiiii 8520 10000 111111111111in- J11111111111111 r � 3.I��.a.T.>•i1�1�e�•GG� N.R - Not Recommended 1299 LINTEL GRAVITY 891 LINTEL GRAVITY LINTEL LINTEL SAFE LATERAL LOADS 01 F) SAFE GRAVITY LOADS (PLF) hpe SAFE GRAVITY LOADS PLF TOTAL LENGT TYPE 8" PLAIN 8/8-5-0 8/12-6-0L 8/16 -S -0L erlm-B-OL 8/14 -S -0L /28-8-0 8/82 -S -0L 0/8 -8 -IL 8/12 -8 -IL 8/16 -S -1L 8/20-8-1L 8/24-8-1L 8/28 -8 -IL 8/32 -8 -IL 2'-I,0' PRECAST 6021 91 0000 0000 10000 0000 10000 10000 8491 loom 100m 10000 10000 10000 10000 V-6' PRECAST 2603 4011 9339 10000 10000 10000 10000 10000 4011 10000 I 10000 10000 10000 10000 10000 4'-0' PRECAST 1821 2921 6133 9515 10m00 10000 10000 10000 2921 1853 10000 10000 10000 10000 10000 4'-6' PRECAST 1398 2714 5018 1119 9284 10000 10000 10000 2214 5412 10000 100m 10000 10000 10000 4'-8' PRECAST 12W 2111 4660 6588 8520 10000 10000 10000 2111 4902 10000 10000 10000 10000 10000 5'-4' PRECAST 1006 1651 3409 4823 6239 1658 9071 10000 10000 110000 10000 1651 3556R2942 10000 5'-10' PRECAST B48 1461 30018888 10000 6'-14' 10000 10000 10000 1461 30018888 10000 10000 10000 6'-6' PRECAST 110 2 24406250 111M)00 6'-6' 8589 10000 10000 1232 2440 6250 10000 10000 10000 1-6' PRECAST 562 1001 1918 10000 4346 6461 10,000 10,000 1001 1918 4346 6461 1000011 0000 T-8' PRECAST 544 9151849 697*21 1814 2871 4681 1250 2819 4131 6010 9245 10000 915 1849 2819 4131 6010 9245 10000 8'-0' PRECAST 511 916 1124 2602 3151 5030 1958 10000 916 1124 2602 3151 5405 1958 10000 V-4' PRECAST 482 864 1615 2415 3444 4866 6983 10000 B64 161$ 2415 3444 4810 6983 10000 9'-4' PRECAST 411 141 1361 1991 2168 3169 5124 1061 141 1361 1991 2168 3169 5124 1061 6' PRECAST 349 636 1148 1649 2231 2962 3883 5094 636 1148 1649 2231 2962 3883 5094 II'-4 PRECAST 315 514 1028 1465 1964 2566 3305 4239 514 1028 1465 1964 2566 3305 4239 12'-0' PRECAST 292 533 950 1343 1189 2316 2951 3134 533 950 1343 1 1189 2316 2951 9134 12'-6' PRECAST 211 Sm5 898 64 616 201 2130 3426 505 898 1264 1616 2151 2130 3426 13'-4' PRECAST 255 464 822 1151 1515 1935 2425 3010 464 822 11511515 1935 2425 3010 14'-0' PRECAST 239 436 169 1013 1406 1186 2225 2141 436 169 1013 1406 1186 2225 2141 14'-8" PRESTRESSED N R N.R. NR. N.R NR N.R N.R. N.R 480 811 1234 1421 1119 1 2188 2662 15'-4" PRESTRESSED N.R. 4151 2TT 18 1069 bw 7161 20613 4566 ES'•4' Pretest 442 454 165 1160 1331 660 1 2032 2459 11'-4' PRESTRESSED N.R. N.R. N.R. N.RN.R. Pi' -4' Precast NR N.R 309 652 982 1111 1319 1 1611 1991 19'-4' PRESTRESSED N.R. N.R. N.R. N.R. NR KR NR NR __S3 s 561 849 960 11 1415 1 1616 20'-0 PRESTRESSED N.R. NR NR N.R N.R N.R N.R NR 325 543 812 911 1122 1345 1590 21'-4' PRESTRESSED NR NR NR N.R NR KR NR NR 295 500 146 840 1024 1224 1441 22'-0' PRESTRESSED KR NR NR N.R NR N.R_NR N.R 261 481 111 806 981 1111 1316 24'-,0' PRESTRESSED NR N.R NR N.R NR KR KR N.R 3 4.31 ill 1 15-10 1 10.040 KR - Not Recommended NX - Not Reoomnsdod 8" LATERAL TABLE LINTEL SAFE LATERAL LOADS 01 F) Total L°"9 hpe SAFE GRAVITY LOADS PLF st Beast Tout th 79- 12' 12/6 -8 -OL 12112-8-01. RA6-154 L 12x0-8-81. 12/14.8 -OL 12/20 -8 -OL 12/32-8-01. Plein 12AS-8-L 12/12-6-L 12116-6-I1. 0/20 -6 -IL 12414-8-11. 12410-6-11- 12/32-8-I1. 2'-b' Precast 4.8' 9924 10000 14000 10000W000 Prncest 10000 m ImmO 1420 IOm o loom IOOmm w1mv wym lycoo 10000 3'4' Recast Prerast Precast 540 1050 1'-6' IDmmm 111"m1100004'-0' 890 3204 Precast 430 Recast 8'-0' Precast 410 820 8'-4' Recast 390 180 2242 4514 10000 Ipvw loom ---a 10000 4'-6' Precast 10'-6' 3vft 5103 1203 W04 wym lymy 10000 1122 21 961 Precast 4-8' Precast 12'-6' 2156 4600 bw 8535 10000 1100m 10000 1090 188 1711 loom 10000 k'1000 10(000 Imom 5'-4' precast 14-V 2,01c 3418 4821 6231 70,41 wvw loom 1239 2493 5230 8612 10000 10000 10000 6'-14' Precast NR - Not Rw mmerdeid 24423 130 6W4 09" Wom wow loom 1044 206 4423 8091 WOW 10000 I I 111M)00 6'-6' Precast 22'-0' 2055 3689 6418 1025 8632 1 100 10000 614 IB53 10000 1'-6' Precast 821 4651 w 9121 IV~ 110000 697*21 1814 2871 4681 1250 1'-8' Precast 1 W62 wrom W000 610 H6621P3 4463 6691 10000 10040 ImmOm 6'-O' Precast 536 4119 6268 6476 10000 10000 629 1 536 4119 6266 IOm 8'-4' Precast 231�, 3023 b546 16% 41 110000 593 15 362S 5146 0000 9'-4' Precast nm 20H 3162 46113 "22 till 506 4 2011 3167 4611 "22 1511 gym IO' -6' Preerst 1012 1609 2611 3132 5126 6904 8634 439) wi 1689 2611 3132 b126 6904 9248 11'-4' Pretest 914 PSI4 2319 8 4439 16 1301 388 064 514 23IS 3218 4439 5816 1691 12'-0' Precast 1 139.1 2171 2964 4001 5241 6450 360 wl 1391 2121 IW4 490 6241 (pim 12'-6' Pretest 603 1370 2007 Mal 3132 4854 5900 $41 16y 1320 20M 7196 3132 4064 I 13'-4' Preeeat 124 05 1W2 215721 314 696 1209 t®72 257 4313 5464 4'-0' Precast 610 1131 1695 2346 3491 3551 4604 295 56 1131 1699 2346 1 mm DWI 41r* WV Precast 511 1069 11w 2161 2065 3562 4151 2TT 18 1069 bw 7161 20613 4566 ES'•4' Pretest 442 wyl L454 2V45 29615 '340 — 262 Pi' -4' Precast 63 082 462*m '29 2416281316 4 216 1 2184 052 262 on 1 NX - Not Reoomnsdod 8" LATERAL TABLE 19 99 1 INTFI UPI IFT LINTEL SAFE LATERAL LOADS 01 F) Total L°"9 hpe PeLAIN FILLED st Beast 15W 3650 st Precast BOO 2550 Precast Precast IO10 21040 41-6' Precast 900 r150 4.8' Precast 850 1600 5'-4' Prncest 110 1400 5'-10' Preeaet 625 1200 Prerast Precast 540 1050 1'-6' Precast 440 890 1'-6' Precast 430 850 8'-0' Precast 410 820 8'-4' Recast 390 180 9'-4' Precast 640 bB0 10'-6' Pretest 300 6w 111-4' Pretest 215 550 a'-0' Precast 255 510 12'-6' Precast 245 490 13'.4' Precast 220 450 14'-0' Freest 400 430 14-V Prestressed n0 390 15'.4' prestressed 166 310 T1'-4' Prestressed 145 320 NR - Not Rw mmerdeid Prestressed 130 280 Prestressed 120 I'-4' tressed 115 235 22'-0' tressed 110 225 24'-0' (reseed 100 200 NR •Not Recommended 00 19 99 1 INTFI UPI IFT NR - Not Recommended 8" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR HEADER SAFE LATERAL LOADS (PLF) Total Lelgth T-4- 8' RECESSED PLAN B' IECEOND FILLED 3'4' st 590 1115 4'-0' st 520 mw -2 Precast 4W 14M 4'4' Precast 165 1350 4-B' F4'ecast 415 1240 5'-0' Precast 320 950 b' 8' Precast 250 160 1''e' Prerast 200 640 9'-8' I Precast 160I 490 1650 1'-6' Precast 0 lw 81-0' Precast 150 530 8'-4' Preset 120 1450 9'4' Precast 640 1210 10'-6' Prmost 550 ®� 11'•4'. Precast 510 100® W.C. Precast 480 950 12'-6' Precast 460 1 NO I I 18 PrwAst 430 250 ®�_��'�'• Precast 400 Boo t4 -B' Precast 380 160 15'-4' Precast 350 130 121x8" SECTION Preeaet e'r'r".r`r ��_ NR - Not Rw mmerdeid ('rl nl Kl vuu. 00 m �c>•�iL�s��..11f1•��r� NR - Not Recommended 8" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR HEADER SAFE LATERAL LOADS (PLF) Total Lelgth T-4- 8' RECESSED PLAN B' IECEOND FILLED 3'4' st 590 1115 4'-0' st 520 mw -2 Precast 4W 14M 4'4' Precast 165 1350 4-B' F4'ecast 415 1240 5'-0' Precast 320 950 b' 8' Precast 250 160 1''e' Prerast 200 640 9'-8' I Precast 160I 490 12" RECESS DOOR HEADER I ATFRAI_ TABLE RECESS DOOR WEADER SAFE LATERAL LOADS (PLF) Leength T-4- 12'PLLAN 12' FILLED 3'-8' Precast 2025 3210 4'-0' Precast tily 2060 4'-7' It 1650 2690 4'-4' Precast 1515 2540 4-8' Precast 1420 2290 5'-e' Precast Im o 1320 6'-8' Precast 8T5 1425 1'-8' Precast 130 0 9'-B' Precast 550 w00 12"'LATERAL TABLE A R C H I T E C T S DesOn Grou nc. -1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup-com AA #: 0003325 LINTEL SAFE LATERAL LOADS (PLF) Lengt Tyle 1P1rN FILLED 2'-10' Precast 3500 6900 3'-6' Precast 2400 4115 4'-m' Precast 1950 3880 4'-6' Precast 1650 3450 4-8' Precast 1550 3200 5'4' 1 Pretest 1320 2580 5140' Precast 1160 2250 Precast 1000 1930 -6' Precast 820 1650 1'-6' Precast I 800 lw 81-0' Precast 150 530 8'-4' Preset 120 1450 9'4' Precast 640 1210 10'-6' Prmost 550 Ile 11'•4'. Precast 510 100® W.C. Precast 480 950 12'-6' Precast 460 1 NO I I 18 PrwAst 430 250 it Precast 400 Boo t4 -B' Precast 380 160 15'-4' Precast 350 130 121x8" SECTION Preeaet 320 630 NR - Not Rw mmerdeid ('rl nl A R C H I T E C T S DesOn Grou nc. -1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup-com AA #: 0003325 SVBDiv. & LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: '22199" GARAGE STfMG: LEFT PAGE: LINTEL SCHEDULE (WEKIWA) LINTEL REINFORCEMENT SCHEDULE (1) IS CONTINUOUS us5CONTINUOUS 9000 PSI CONC. FILL :::LINTELLENGTH :................................................ iiii:;ii:iiiii::;:i;;c::;i::;•i:•: :•i:•ii:B INCH i::'.'.'... i:ii•:i{ 12INCH;:ii:i�:� ::::;"A' REINFORCEMENT::t;i:;: •i ::: "B" REINFORCEMENT •i....... 7-10' To 54' 2 To 6-8' w NONE 5'-10' m 8'-6' � CD 2 #4 NONE 7W To 84' 1'43" To W-0 (2 )05 NONE 9'4" TO 14'-0" > (2 )05 2 #3 14'-8" To 1514' _ 2 71117 PRESTRESSED #3 1T4' 8'X16' KNOCKOUt BLOCK (217f16' PRE$TRE55EQ #4 19'4" TO 22'•8" 2 7116' PRESTRESSED #5 c a if �acLoL IN FIELD) _� JAM S C NTW9 LL 05 SIN OU5 V �t L�� // 2,� �BARS IF - 14 Lu 1) :4 _; (1) a5 CONTINUOUS I ' Alm � 1/32' BTIRRUF'B w 4'-0' WC W (W ThIC� (U 05 CONTINUOUS (OF'TIONALJ -� - : ' '+ I(V '• -ill t � • � t111c0 r- TTFE DESIGNATION PR `' � (OPTIONAL) 'A" BARS (MAIN REINFJ r ��' 1nItA .'.�1A... r � O NOMINAL WIDTH/I-(EIGHT OF LINTEL DATE: 08/26/10 J 'A' $ARB (MAIN REWJ SEE SCHI=RULE ^Itp O_ 11 SEE SCHEDULE 'B' BARS - SEE SCHEDULE 1 PLAIN OR 50LID LINTEL r SCAT .R':1/499=1f-01' I I 18 w it SHEET 118 LNo. �F'� � TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 121x8" SECTION OF ADDITIONAL a5 BARS IN UPPER OR LOWER LINTEL CAVITY . ('rl nl Kl 00 SVBDiv. & LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: '22199" GARAGE STfMG: LEFT PAGE: LINTEL SCHEDULE (WEKIWA) LINTEL REINFORCEMENT SCHEDULE (1) IS CONTINUOUS us5CONTINUOUS 9000 PSI CONC. FILL :::LINTELLENGTH :................................................ iiii:;ii:iiiii::;:i;;c::;i::;•i:•: :•i:•ii:B INCH i::'.'.'... i:ii•:i{ 12INCH;:ii:i�:� ::::;"A' REINFORCEMENT::t;i:;: •i ::: "B" REINFORCEMENT •i....... 7-10' To 54' 2 To 6-8' (2)#3 NONE 5'-10' m 8'-6' 5'-10" to 6-8' 2 #4 NONE 7W To 84' 1'43" To W-0 (2 )05 NONE 9'4" TO 14'-0" 914' To 171-4" (2 )05 2 #3 14'-8" To 1514' _ 2 71117 PRESTRESSED #3 1T4' 8'X16' KNOCKOUt BLOCK (217f16' PRE$TRE55EQ #4 19'4" TO 22'•8" 2 7116' PRESTRESSED #5 CONCRETE PLACED IN FIELD) _IN BEE SCHE:D LE f 3 1 'B' 6ARb - S££ SCHEDULE Z 4 2 M FIELD) / r J rT f� ,; TI _ 2 LEG 13AFZ Agg'5 �I 't LE:G UP TON LENGTHS I. 12 (CCI�IECPLAGEfS TOP LEG BARB: 1432'. AR q_0 ARCHRE LECs U�to �4 m L£NGt++S 8 (1) 05 CONTINUOUS 1/32' StIRRUF S 0 4'-0' C/C 8"X8" SECTION _ -.. 8'X16' KNOCKOUt BLOCK STATE OF FLORIDA `v c a if �acLoL IN FIELD) _� JAM S C NTW9 LL 05 SIN OU5 x �t L�� // 2,� �BARS LEG UP TO 146110' LEf%THS 1) :4 _; (1) a5 CONTINUOUS I ' Alm � 1/32' BTIRRUF'B w 4'-0' WC (W ThIC� (U 05 CONTINUOUS (OF'TIONALJ -� - : ' '+ I(V '• -ill t � • � t111c0 r- TTFE DESIGNATION PR `' � (OPTIONAL) 'A" BARS (MAIN REINFJ r ��' 1nItA .'.�1A... r � 'SEE 90HE)OIILI� Ri MFJ NOMINAL WIDTH/I-(EIGHT OF LINTEL DATE: 08/26/10 J REFER TO LINTEL SECTION FOR REINFORCEMENT LOACTIONS _IN BEE SCHE:D LE f 3 1 'B' 6ARb - S££ SCHEDULE Z 4 2 N j 1/32' STIRRUPS AT 4'-0' cora' 1� -till / r J rT f� ,; m T4 0 8 (1) 05 CONTINUOUS TYPICAL LINTEL 8"X8" SECTION TYPICAL LINTEL 8"X8" RECESSED SECTION 8'X16' KNOCKOUt BLOCK IONAL a5T `v c a if �acLoL IN FIELD) TOP LEG BARS�:Q JAM S C NTW9 LL tnr� x �t L�� // 2,� �BARS LEG UP TO 146110' LEf%THS O 1207 <f1 70 14'-Res€TENGTHS _ 1/32' BTIRRUF'B w 4'-0' WC ThIC� (U 05 CONTINUOUS (OF'TIONALJ -� - : ' '+ I(V '• -ill t � • � PTIONAL s58 TTFE DESIGNATION PR `' Lnl� c0 1/32' STIRRUPS AT 4'-0' ee 1nItA .'.�1A... r � 'A' BARS (MAIN FEEW-) NOMINAL WIDTH/I-(EIGHT OF LINTEL DATE: 08/26/10 r -1N N 'A' $ARB (MAIN REWJ SEE SCHI=RULE ^Itp O_ 11 SEE SCHEDULE 'B' BARS - SEE SCHEDULE 1 PLAIN OR 50LID LINTEL r SCAT .R':1/499=1f-01' I I 18 w it SHEET 118 LNo. �F'� � TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 121x8" SECTION OF ADDITIONAL a5 BARS IN UPPER OR LOWER LINTEL CAVITY . 0 a FlvL%,,ST FLOOR s '050 -SH EGRESS BEDROOM #2 BEDROOM #3 q -0 ° ° (°) ° 0. BATH II L--JL--J ZI LAUN. BEDROOM #4 3050-5t4 -N 1D 3050 -SH EGRESS OWNER'S SUITE I W.I.C. I I I � I I EGRESS EGRESS EGRESS 13 12 11 @ SECOND FLOOR tiVIND]LOAD CALCULATIONS cp � m w COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE fl0 MPH WIND REMARKS 120 MPH WIND 1 31 3068 UJ/ 14" SL 4 20.1/ -23.2 24.0/ -27.6 2 8 14 -SH TEMP. `� 21.8/ -23.6 25.9/ -28.1 3 112 16'-O'x"f'-O' GARAGE DOOR 5 18.3/ -20.5 21.8/ -24.4 4 1'l 25-SH21.1/ 4 -22.9 25.1/ -27.3 5 1-I 25-SH21.1/ 4 -22.9 25.1/ -27.3 (0 40 5068 S.G.D. 4 19.9/ -21.� o 231/ -25.9 � R � z o 25-SH21.2/ 5 -23.0 25.2/ -21.4 8 1'1 25 -SN 5 21.2/ -23.0 25.2/ -21.4 9 1-1 25-SH4 21.1/ -22.9 25.1/ -27.3 10 n 3050 -SH 5 21.a/ -23.0 25.2/ -21.4 11 1-i 3050 -SH EGRESS 4 21.1/ -22.9 25.1/ -27.3 12 17 3050 -SH EGRESS 4 21.1/ -22.9 25.1/ -27.3 13 1-I 3050 -SH EGRESS 21.1/ -22.B 25.1/ 25.1/ -21.3 14 1� 3050 -SH EGRESS 5 21.2/ -23.0 25.2/ -21.4 15 1-f 3050 -SH EGRESS 4 21.1/ -22.9 25.1/ -27.3 16 1-1EGRESS 3050 -SN 4 21.1/ -22.9 25.1/ -21.3 11 i'l 3050 -SH 4 21.1/ -22.9 25.1/ -27.3 WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 2001 ALLOWS THE PRESSURES TO BE AVERAGED WHEN THE OPENING IS PARTIALLY LOCATED IN BOTH ZONE 4 AND ZONE 5 UJIND PRESSURES ARE BASED ON UJIND SPEED =120MPH (3 SECOND GUST) IMPORTANCE FACTOR= 1.0 EXPOSURE CATEGORY = B MEAN ROOF HEIGHT -LESS THAN 30 FT. FOR AN ENCLOSED BUILDING 16'-011 /21- 4" 111-411 v21 -4N ZONE 5 p = +21.8 / -26.55 ZONE 4 p=+21.8/-24.0 r PERCENTAGE OF AREA WITHIN ZONE 4: A4= 11.33 _ 16=0..71 ft2 PERCENTAGE OF AREA WITHIN ZONE 5: A5 = 4.66 - 16 = 0.29 ft2 AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21.8 (0.9) + 21.8 (0.10) = 19.62+2.18 = 21.8 psf AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: p = -24.0 (0.71) + - 26.55(0.29) _ -17.05 + (-7.7) _ -24.75 psf AVERAGE GARAGE DOOR PRESSURE: p=21.8/-24.8 ARCHITECT 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.corn -AA #: 0003325 h � N to- a ri t= w o o w � R � z o w p a 0 0CA Li SUHDIV� & LOT: TUSCA PLACE SOUTH LOT #2034' PROJECT# 1703.00 MODEL: "2199 GARAGE S1'11ING: LEFT PAGE: WIND LOAD CALCULATIONS ARCHITECT: STATE OF FLORIDA � r V ��L DA", 08/26/10 SCALE: 1/4"=1'-0" SHEET 1C 0F'l6 m \ � i SQ. FT. CALC.'S LIVING (15T.) 1041 SQ_ FT. LIVING (2ND.) 1152 SQ. FT. TOTAL LIVING 2199 SQ. Ft. PORCH 56 SQ. FT. GARAGE 405 SQ. FT. TOTAL 2660 SQ. FT. PATIO 35 SQ_ FT. OPT. COV. PATIO 80 SQ. Ft. OPT. COV. PATIO 188 SQ. Ft. MODEL SPECIFICATIONS * GARAGE DRYWALL TO BE ' TAPED, UNPAINTED, UNFIN5HED * WINDOWSILLS TO BE OPTIONAL * MASTER AND SECONDARY 5ATH DBL. TO RECEIVE 36' MIRROR TZ • VANITY MIRRORS t0 BE RAISED OFF BACKSPLASH ALL DOORS ARE 6'-8" HIGH UNLE55 NOTED OTHERWISE. m - ALL TUB FIXTURES TO BE WALL MOUNTED EXTERIOR MASONRY WALL ERG. HEIGHTS 51-81 13RG. LOAD ERG. WALL 2u ELEC. OUTLET PER ELEC. CODE 1 BAS r 10'-0" 1 I ----4x4 ----- I POST I COV. PATIO 1I n I " 8'-8' GLG. ■ /Iii � g�CMRED PATIO 141-01' v1 --------------- I 4x4 4x4 I POST POST COVERED PATIO 14'-0'XI2'-0' S'-8" GLG. 3 V E 11REl") PATIO n ■ 2 3 34'-011 14'-10" �'-0" 12'-2" 12'-2" 21'-10" � PATI0 0 1 1'-0" X 51-0"Ln I 1 H.B. I co 25 -SH - 5068 S.G.D. 25 -SH jpl — — — 0 111 177'WF— cx DINING I I GREAT ROOM N (CARPET) I I 0 CARPET �r 6I .I I CV _ 1'-8' 31-8" 21'4' - - - I 10" I 2'-6" 3'-4" 14-8.. N N e `� KITCHENDW 1 STAIR DATA s 8 (TILE) LG. ��'� I 16 RISERS m I-r?11 1 i 15 TREADS Q 'BB' 0 8' O CLG. (TILE) ISLAND 4' -0'x2' -O' 'n N m 4'-4' 6'-0" v 4'-411 @ �4 4X8 BTM OF 4X4 - POSt �% HDR POST i i 34'-0" /21-1011 25'-1" ;F 75' 95" 2ND FLOOR3 PLAN 9'-10" 3050 -SH 3050-5H EGRESS EGRESS °° °° `n tUB OPT. LAV_ ;n 42x60 LAV. 0. BATH 8' TILE LCx. 4X4 � BEDROOM #2 � Post (CARPET) �t 48X34" — ' � 268 OWNERS SUITE 4X4 � SI -LOWER GARP�7'�- A POST r BATHG. � � � 42' HIGH uJG (I>WALL 4068 131=. � iR_-18 o1�t.11 OPT.l 1R -1S � z L--.JL---J cfJ 0� � LAUN. � 0 � 8 t�LCx. �`9., 81=68 2668 I 00 5-0 � � 8 3'-S° W.I.C. 22'x36' �' I fir- 8'-0" GLCa. Icn m � � ZO LAV. I I ATTIC �- --I (CARPET) 0 - I I A�G0SS 5�—.2n 3I -4n m I^ 1�± ° L �1 _ J 1R -15H 1R -15H = :d- ------ cr) 0(08 F 4068 51=. DN ' 4068 BF. -' 42" LOW [4X4 5'-8" 2'-4" 3'-6" WALL W/ POST 4X4 1x6 WD � /r -PO -ST GAP , � BEDROOM �3 BEDROOM #4 ' 8'-0" GLGc. 8'-0" CLCx. � OPEN rn CCARPEt) (CARPET) _ t0 BELOW 2X8 2X8 3050 -SH 3050 -SH 3050-5H 3050-5H EGRESS EGRESS EGRESS STAIR DATA 11'-10" il'-10" 10'-4" 16 RISERS � 8_011 01_01 A R C H I T E C T S Desi n Grou ir,c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 " h W a w w 0. AC o A U OL h 0 A zz m SUHDIY. 8e IAT: TUSCA PLACE SOUTH .LOT X2034 PROJECT 1'703.00 MODEL: „2109" GARAGE SWING: LEFT PAGE: SECOND FLOOR m _ N 8'_0' 4'-5" 15 tREADS � 34'-0" A R C H I T E C T S Desi n Grou ir,c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 " h W a w w 0. AC o A U OL h 0 A zz m SUHDIY. 8e IAT: TUSCA PLACE SOUTH .LOT X2034 PROJECT 1'703.00 MODEL: „2109" GARAGE SWING: LEFT PAGE: SECOND FLOOR m _ N PLAN ARCHITECT STATE OF FLORIDA fV A)�I moo3 JAM CANTWELL A NO 12079 FIR 08/26/10 .SCALE: SHEET Orl fo--` d 25'-6' RIDC-sE HGT. 0 18'-0" 2ND F 10'-O" 2ND F.F. 0 _ 8'-8' BRG. HGT. ob 6" RAISED OR SCORED BAND (DETERMINED PER COMMUNITY) 8 m V-0" FIN. FLR. 25'-6' RIDGE HGT. o 18'-O" 2ND FL BRG. PGT. 12 u u■ u u LEI Lo- [ ME I I M-1 FRAU""NT I TEXTURED FINISH OFF RIDGE VENT IF: 12 15 ,425'-6" RIDGE HGT. 18'-0' 2ND FL BRC. HGT. UIINDOW STYLE DETERMINED PER COMMUNITY 6' RAISED OR SCORED SAND (DETERMINED PER COMMUNITY) J� 10"-0' 2ND FF. SRS. PGT. 6" RAISED OR SCORED SAND (DETERMINED PER ¢' - COMMUNITY) 12'X48" RAISED OR SCORED SHUTTERS (DETERMINED PER 2" COMMUNITY) — _ 0'-0' FIN. FLP, 1/8" THICK, 3 COAT CEMENT PLASTER OVER GRADE 'D' FELT PAPER HACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' FELT PAPER 4'x4' SALV. 'L'-TYP3= FLASHING SET IN ROOFING GEMENT FI6ERGLASS SHINGLES OVER 015 FELT PAPER ON 1/16' O.SB. SHEATHING OR 1/2' GDX PLYWOOD SECURED PER NAILING SCHEDULE ?I0' -m" 2ND FIN. FLR.� _ LOU -26 2x6 RAFTERS 12 . HGT. L/ LU626 W/ (4) lord's TO LEDGER AND (2) I(0d's TO 2x6 JOIST 2X6 LEDGER W/ 1/2"x8" THREADED ROD 32' O.G.,-O„ MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY 6' MIN EMBED. 1/2'THICK, 2 COAT GEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1 S.G.D. C� GABLE 2x6 LEDGER SECURED W/ 1/4' x 4' LAG BOLT W/ 2' DIA. WASHER 6 24' O.G. MAX 2x6 BLOCKING AS REQUIRED RIDGE HST. OPT. C PATIO — ELEV. A45 18'-0' 2ND FL BRC. PGT. e — N — — _ 1 _ _ ,� 10'-0' 2ND FF. lo' -O" 2ND FF. ---t— — — — — — — — a' - a' SRG. - I I r I 0'-O' FIN FLR I _ 0'-0' FIN. FLR (REAR ELEVATIONTEXTURED FIN15H� COPT. COV. PATIO ELEV. A4B A R C H I T E C T S Desi n GirOU Inc. .441 N. RONALD REAGAN BLVD. LONGWOODL FL 32750 PH: 4 FAX: 4 www.abdom AA SUBDIV. 8e LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: „2199" GARAGE STfING: LEFT PAGE: FRONT & REAR ELEVATION " A71 ARCHITECT: STATE OF FLORIDA ,Hrn rvv 14u v PRINT DATE: 08/26Z10 SCALE: 1/4"=1'-0" SHEET F A �� 0 W } V }- w w Q } � � 0 0. Q V D Q A u � � 8 A � � m SUBDIV. 8e LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: „2199" GARAGE STfING: LEFT PAGE: FRONT & REAR ELEVATION " A71 ARCHITECT: STATE OF FLORIDA ,Hrn rvv 14u v PRINT DATE: 08/26Z10 SCALE: 1/4"=1'-0" SHEET F A �� 0 25'-6' RIDGE NGT. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 25'-6' RIDGE NGT. 12 OFF RIDGE VENT 18'-0" 2ND FL BRCS. H(ST. 10'-0" 2ND F.F. 8'-8' iBRG. HGT. 25'-6' RIDGE HGT. �, 18'-0' 2ND FL ERG. HGT. 0 - — — — — — — — - — — —10"-0" 2ND FF. ly 8' -8" ERG. PGT. I r I I 0'-0' FIN. FLR l2l[GI1T IEI,EVATION e ,L 25'-6' RIDGE PGT. LEFT ELEVATION TEXTURED FINISH I RG. NGT. ' 1 8'-8' let FOR ERG. HCaT. I 'I 0'-0' FIN. FLR l COPT. COV. PATIO LEFT SIMILAR ELEV. A4B ( 1 I _ ERG. NGT. I I I i I — — — — — — - — A 0'-0' FIN. FLR. COPT. COV. PATIO LEFT SIMILAR ELEV. A45 A R C H I T E C T S 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: TUSCA ' PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: "2199" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION „ A77 ARCHITECT. STATE OF FLORIDA �JUIES CANTWELL EAR NO 12079 P 08/26 10 SCALE: SHEET 5 A 0rl6 w a in q cl cl ul h SUBDIV. 8c LOT: TUSCA ' PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: "2199" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION „ A77 ARCHITECT. STATE OF FLORIDA �JUIES CANTWELL EAR NO 12079 P 08/26 10 SCALE: SHEET 5 A 0rl6 N u CONNECTOR SCHEDULE I HEADER SPAN CHART .r nm vv i. DES. UPLIFT GRAVITY FASTNER }- META -16 1450 (1) 10d x 1 1/2 1 -PLY/ (6) 16d 2 -PLY Z 0 (2) META -16 1985 (10) 106 x 1 1/2 I -PLY 1900 (14) Ibd 2 -PLY N HETA-16 1810 (9) 10d x 1 1/1 1 -PLY/ (6) 16d 2 -PLY Q HETA-20 1810 (9) 10d x 1 1/2 1 -PLY/ (e) Ibd 2 -PLY CLEAR SPAN (2) HETA-20 2035 (10) 10d x 1 1/2 I -PLY 2500 (12) lbd 2 -PLY x 6 x 8 x 10 x 12 MGT + 3965 (1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EM5ED), (22) 10d TO WOOD TWO STORY APPLICATION DOWN STAIRS HGT- + 10980 (2) 3/4' ATR IN HIGH STREWTH EPDXY (MIN. 12' EM5ED), (16) 10d TO WOOD NUMBER OF FULL LENGTH STUDS HGT-3 + 10530 (2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 106 70 WOOD SIZE LTA1 1420 (12) 10d x 1-1/2' CLEAR SPAN VGT 4940 (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY (1'1N. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD r(2)YGT(2-FLY9-PLYJ '1185/8890 (2) 5/8' AT.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) 10d x 1 1/2 HTS -16 1150 (16) 10d x 11/2 HTB -20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 925 (10) 10d W L6TA-18 ++ 1235 (14) 10d (/) MSTA-18 ++ 1315 (14) 10d (L MSTA-24 ++ 1640 (18) 10d W MSTA-36 ++ 2050 (26) 10d w MSTI-36 3800 (36) loci x 1 In MSTI-48 5065 (48) 10d x 1 1/2 Hb g50 (e) 8d TO PLATES, (8) 8d TO STUDS SP4 885 (6) 10d x 1 1/2' TO STUDS V A33 150 (4) 10d TO SEAM (4) 10d TO POST. " 1-1002 645 (6) 10d x 1-1/2' H10 995 (16) ed x I-1/2 A8U 44 2200 16665 (1) 5/e' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC. (12) 1bd TO WOOD (n ABU 66 2300 12000 (1) 5/8' ATR IN HIGH STREWTH EPDXY, (MIN. V EMBED-) IN CONC. (12A&d TO WOOD fe LTTIt +++ 1340 1 (1) 3/4' AT.R IN HIGH STREWTH EPDXY (MIN. 1' EMBED_) IN CONC, (8)10d TO WOOD 0TT20M +++ 1625 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY,(MN. 1' EMBED.) IN GONG (2) " O T TO WOOD L) U Z Q 3610 (1) 5/8' A.T.R. IN HIGH STREWTH EPDXY (MIN. '1' EMBED-) IN GONG. (1e) 10d x 1 1/2' TO WOOD HTT4 4235 (1) 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN 1' EMBED_) N CONC. (18) 16d x 2 1/2' TO WOOD (1) 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED_) IN GONG. (26) 10d x 11/2' TO WOOD HTT5 4610 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMI3ED-) IN CONC. (26) 10d TO WOOD 090 8 RIN HIGH STREWSTH EPDXY, B D. G C. 26 6 x /2 O WOOD IN CONC, (241SD8 ' x m. WOOD 10' EED-) A WRO011-608 25+ 11,445 (1' A11.T.R. N HIGH STRENGTH EPDXY, (MIN MB SCRE H 6480 (U 1/8' AB. N HIGH S 7H E OXY (MIN. 1' EM _) IN CONC (3) ' STUD LTS TO WOOD M13HA 3336/1125 3415 5330 (1)3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' AIR. IN HIGH STRENGTH EPDXY, (MIN. 16.715' EMBEDMENT) IN CML. FACE, (18)I0d TO SEAM N m HUSC412 (WOOD) 3240 2510 (FLOG (10) 16d TO HEADER, (10) 16d TO WOOD 3140 (ROOF) Ld 0 HUC410 (CMU) 1810 5085 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 106 TO WOOD Z a HIGH STRENGTH EPDXY SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SU55TITUTNG FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST DE FILLED SOLID U/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTIED WITH 10d x 1 I/2' NAILS IN CONJUNCTION WITH A 237 REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS INQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W I- +++ MINIMUM EMBEDMENT INTO THE TOP OF A DON05EAM WILL BE 51, MINIMUM EM5EDMENT INTO THE FOUNDATION WILL 5E 1' 0 ATR - A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) z DECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST SE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. b� WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDU GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL 5E EVALUATED ON AN INDIVIDUAL 5ASIS 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 G-HWO5-R', T-ANCHORSPEC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2009. MIN F, HEADER SPAN CHART FBO1 TO 4X6 POST — (2) MSTA-24 POST TO SLAB NTT -4 MINIMUM WALL AND HEADER .qTT Tn RE QUTREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO SINGLE STORY APPLICATION 4'-11 1/2" j'-11 1/2' AND UP SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-4" 5'-4' TO 1'-0" 1'-0' TO 10'-0' 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS 3 NUMBER OF FULL LENGTH STUDS SIZE CLEAR SPAN DBL. 2 DBL 2 DBL2x10 DBL 2 x 6 x 8 x 12 UP TO 5'-0" 5'-0" TO %'-4' 6'-4'TO8'-0" 8'-0' AND OVER FBO1 TO 4X6 POST — (2) MSTA-24 POST TO SLAB NTT -4 MINIMUM WALL AND HEADER .qTT Tn RE QUTREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO S' -O" U.N.O. 4'-11 1/2" j'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 U12x12 l*2 SYP) /16' OSB NAIL (3) 126 6 (o'-8' O.C. TYP. 2x12 BM./HDR. FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED EVr SIMPSON STRONG -TIE OR EaUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U,N.O: * TRUSS TO MASONRY/CONCRETE SHALL BE META -16 * FLOOR J015T TO 1" 1ASONRY/CONCRETE SHALL BE HETA-1r AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. * TRU55 TO WOOD FRAMING SHALL BE MT6-12 3.TRU65 TO TRUSS CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND 51ZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-1106 GUN NAILS OR 3-126 HAND DRIVES a EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 4BJ5 45J3 45J1 1 2 DBL 2x6 LEDGER SECURED TO BLK W/ 1/2' A.B. OR THREADED ROD W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 6' MIN. EMBED. -0 32' O.G. MAX. SECURE TRUSS TO LEDGER W/ (2) L-50 �► �� ii ii ii ii irli u ii ii ii ii 11 11 ) 11 11 11 il 11 11 1 11 -TF- -T —11 IT— 11 11 11 11 TJ2 1 11 _TJ3 TJI IL -r 14 � II II II II II II II II I I II II II II II �� II �� II II II II II II II I! I II II I I II II II II II II II II II II II II I �� II II II II II II �� II �� II � II II II II II II II II II II II y� II I II �� II II II II II II II II II II I � II II II II I II II II II II II II II II �� II II I II II I �� II �� II Il_ HDR 12 II F501 J L �k— TJ6 RM6G I� I� J II PROVIDE 2X6 BLOCKING FOR HANGER GONNECTIOP (2) HETA-16 (2) HETA-I6 FGI — mil A 4�4BJ50 � IIII 4BJI HUC 4110 (2) 2X12 BM. 90 2X10 BM TO 6X6 POST I (2) MSTA-24 POST TO SLAB ABU -66 I mill - I 2X70 BM I I a =1 _ XI Ix HUC410 I C'' _ I `" W/8 -3/16'X2' HUC410 TAPCONS (4 I I W/8 -3/16'X2' PER FLANGE) - - _ - TAPCONS (4 - _ - - - PER FLANGE) Tcove PATIO HDR. TO 4X4 POST (2) MTS -12 POST TO SLAB HTT-4 HUC410 W/8- 3/16'X2' TAPCONS (4 PER FLANGE) NUC 4110 0 (2) 2X12 BM. (2) META -16 (2) META -16 2X10 IBM TO 6X6 POST 1 (2) MSTA-24 I POST TO SLAB ABU -66 �I 2X1 BM 1= I -I I I in K I 1 X C-4 ----- 1 C ®VERED PATO 2 DOUBLE TOP PLATE 2x GONTINOUS STRESS — — — — — — — — BLOCKING MID WALL '^ �� 2x STUDS 16" O.G. MAX tn jxG � m f11 CD ✓� AND NAILED AS P>=BLUED NAILING SCHEDULE 2nd FLOOR STUDS TO FGI FLOOR TRUSS SIMPSON MSTA-30 a+ 32' O.G. MAX _r PRE -ENG FLOOR TRUSS vr__T u'_`0R FRAMING PLAN 2nd FLOOR STUDS A )TO FG BELOW SCALE: 1/2' ■ I'-0' HUC410 W/8 -3/16'X2' TAPCONS (4 PER FLANGE) RANEY 2/1/10 A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: "2199„ GARAGE SWING: LEFT PAGE: FLOOR FRAMING PLAN ELEVATION » A' ARCHITECT: STATE OF FLORIDA 4 � 08/26/10 SCALE: 1/4"=1"-0" SHEET 6 AB" or W W V � w b� F, C4 z �] Q A U A � cel ti SUBDIV. 8e LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: "2199„ GARAGE SWING: LEFT PAGE: FLOOR FRAMING PLAN ELEVATION » A' ARCHITECT: STATE OF FLORIDA 4 � 08/26/10 SCALE: 1/4"=1"-0" SHEET 6 AB" or W 0 HEADER SPAN CHART CONNECTOR SCHEDULE 5'-0' TO SIMPSON CLEAR SPAN DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) 10d x 1 1/2 I -PLY/ 66l 16d 2 -PLY cr Z O (2) META -16 1985 (10) 10d x 1 1/2 1 -PLY 1900 (14) 16d 2 -PLY V) a HETA-16 1810 (9) 10d x 1 1/1 I -PLY/ (8) 16d 2 -PLY UP TO 5'-0' 5'-0" TO &'-4' &'-4' TO 8'-0" 8'-0' AND OVER HETA-20 1810 (9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY (2) HETA-20 2035 (10) 10d x 1 1/2 I -PLY 2500 (12) 16d 2 -PLY SUPPORTING END OF HEADER MGT + 3965 (1) 5/8' A.T.R. M HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD 2 HGT-2 +10980 (2) 3/4' A.TR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (lb) 10d TO WOOD NUMBER OF FULL LENGTH STUDS HGT-3 + 10530 (2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (l6) 10d TO WOOD LTAI 1420 (12) 10d x 1-1/1' AT EACH END OF HEADER VGT 4940 (I) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) $09 1/4' X S' TO WOOD 2 (2) VGT (2-PLY,3-PLY)/185/8890 (2) 5/e' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) 10d x 1 1/1 HTS -16 1150 (16) 10d x 1 1/2 HTS -20 1450 (24) 10d x 11/2 LSTA-12 ++ 925 (10) lod LSTA-I8 ++ 1235 (14) lod V2 MSTA-15 ++ 1315 (14) 10d E" MSTA-24 +. 1640 (18) lod [X MSTA-36 ++ 2050 (26) 10d F- V) V) MOTI-36 3800 (36) 10d x 1 1/2 MSTI-46 5065 (48) 10d x 1 1/1 5 H6 950 (8) 8d TO PLATES, (8) 8d TO STUDS SP4 885 (6) 10d x 1 1/2' TO STUDS A33 150 (4)10d TO GEAM (4)10d TO POST. HCP2 643 (6) loci x 1-1/1' w H10 995 (16) 8d x 1-1/2 44 2200 6665 (1)5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONC. (12) 16d TO WOOD y ABU 66 2300 12000 (1) 15/8'A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EM>5ED-) IN CONC. (12A6d TO WOOD O TT19 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) N GONG, (8>I0d TO WOOD = LTT20B +++ 1625 (1)1/1' A.T.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CON (2)X* BOLT TO WOOD (-) Z Q4350 3610 (1) 5/8' A.TR N HIGH STRENGTH EPDXY (MN. 1' EMBED.) N CONC. (IB) Icd x 1 I/2' TO WOOD HTT4 4235 (1) 5/8' A.T.R N HIGH STRENGTH EPDXY, (MIN. 1' EMBED) N CONC. (IB) 16d x 2 IR' TO WOOD (1) 5/8' A.T.R. N HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) N CONC. (26) 10d x 1 1/2' TO WOOD HTT5 4610 (1) 5/8' A.T.R N HIGH STRENGTH EPDXY, (MIN. 1' EMBED) N CONC. (26) 10d TO WOOD /B .TR IN HIGH 5TREWsEPDXY, C. 6 x TO WOOD HHDQII-SDS 23+ 11,445 (SIGI�� IN HIGH STRENGTH EPDXY, (MIN. 10' EEN MBD) CONC„ (24)8D8 4' x ' WOOD +4071 6480 () /8' A. N HI STREWsTH EPDXY, (MN. 1' D.) N CONC l3 O S TO WOOD MBNA 356/11.25 3415 5330 (U 3/4' A.T.R. N HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. TOP, (1)3/4' A.T.R. N HIGH STRENGTH EPDXY, (MIN. 615' EMSEOMPNT) IN CM.U. FACE, (ISAOd TO BEAM (/7 m W HUSC412 (WOOD) 3240 2510 (FLOG (10) 16d TO HEADER (10) 16d TO WOOD 3140 (ROOF) U HUC410 (CMU) laic 5085 18-1/4'x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) Icd TO WOOD Z a z � O HIGH STRENGTH EPDXY ■ SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SU68TIMNG FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT 18 GRI ATER THAN 1' DEEP, THE VERTICAL CELL N C.M.U. WALL MUST 15E FILLED 8000 W/ GROUT. ++ 10d C MMON NAILS CAN 159 SUBSTITUTED WITH 10d x 11/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 16 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W Li H +.. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EM6EDMENT INTO THE FOUNDATION WILL BE 1' O Z A.T.R. ■ A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAILING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, UBE STANLE88 STEEL FASTENERS. WHEN USING IMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON `WOOD CONSTRUCTION CONNECTORS C-2009' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW05-R', T-ANCHORSPEC01, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE i MASONRY CATALOG C-2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) SINGLE STOR`r APPLICATION 5'-0' TO SIZE CLEAR SPAN DBL 2 x 6 DBL 2 x 8 DBL 2 x 10 DBL 2 x 12 UP TO 5'-4' 5'-4' TO 1'-0" 1'-0" TO 10'-0" 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS W SIZE CLEAR SPAN DBL 2 x 6 DBL 2 x 8 DBL 2 x 10 DBL 2 x 12 UP TO 5'-0' 5'-0" TO &'-4' &'-4' TO 8'-0" 8'-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 81-0' U.N.O. W 4'-11 1/2 -I'-11 1/2" AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER 1 2 3 W 2 x 12 l#2 SYP) i/16' OSB NAIL (3)12d TYP. 2x12 BM. HDR. FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN -0: * TRUSS TO MASONRY/CONCRETE SHALL BE META -I( * FLOOR JOIST TO MA50NRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32 ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL BE MT6-12 3.TRU55 TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN (o. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES 6 EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. TRUSS TO 4X4 POST HTS -20 POST TO BLK HTT-4 TRU55 TO 4X4 POST HTS -20 POST TO BLK —� HTT-4 7 � 7 m m Co i!1 (tl Ca Co ca 1Y1 m m tb TRUSS TO 4X4 POST HTS -20 POST TO BLK HTT-4 TRUSS TO 4X4 POST HTS -20 POST TO BLK HTT-4 RANEY 2/1/10 A R C H I T E C T S Design GrouInc. L1441ikNALD REAGAN BLVD.OOD, FL 3275007-774-6078 407-774-4078 d es i gngroup.com #: 0003325 SUBDIV. & LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1"703.00 MODEL: 1)2199" GARAGE S WING: LEFT PAGE: ROOF FRAMING PLAN ELEVATION A» ARCHITECT: STATE OF FLORIDA PqT DR E: 08/26/10 SCALE:1/4"=1'-0'f1 SHEET 7 ASB Orl 6 W 04w V W w Q Oo J � O z q U 8 A � c(1 Cr ti SUBDIV. & LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1"703.00 MODEL: 1)2199" GARAGE S WING: LEFT PAGE: ROOF FRAMING PLAN ELEVATION A» ARCHITECT: STATE OF FLORIDA PqT DR E: 08/26/10 SCALE:1/4"=1'-0'f1 SHEET 7 ASB Orl 6 G ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125v OUTLET 2m AMP SNGLE POLE VA 2199 SQFT GENERAL LIGHTING X3 VA PER SQFT �f /j 110v OUTLET 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA.' 4500 I/2 OF OUTLET 5 110V OUTLET WIRED TO RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 . SWITCH WATER HEATER 4500 EQUIPED WITH 8 GFI 110V OUTLET GROUND FAULT N� !TAMPER TERUP7EObTANT 6CONNECTION 220v OUTLET 4 WIRE 1 DISPOSAL GWPFI EXTERIOR WATERPROOF GROUND FAULT OUTLET INTERRUPTER (� 8WITC44 1200 SWITCH 3 -WAY OPER. Nt¢ SWITCH 4 -WAY OPER WALL REMAINDER OF GENERAL LOAD AT 40% 28497 VA x .4 Y MOUNTED TOTAL NET GENERAL LOAD LIGHT 21399 4 CEILING LIGHT � 6720 VAPOR TON HEAT PUMP#2 21 AMPx 240 VA= PROOF 10 VP LIGHT 6500 5 RECESSED --- CAN NET GENERAL LOAD O VENT. FAN I CFM PER NET TOTAL HEAT SQ. FT. VENT. FAN 1 CFM PER 34619 W/LIGHT 80. FT. 2' LIGHT STRIP A *LIGHT STRIP � ® 4'RE CESSED FLUORESCENT 2-6UL5 WRAP LIGHT A ROUND --1 2' FLUORESCENT — = — =< 4' FLUORESCENT 4' TRACK LIGHT D PANEL METER SMOKE BATT. BACK-UP OS D. DETECTOR W/ HARDWIRE INTER - WALL MOUNTED SATT. BACK-UP W/ HARDWIRE SD. INTER DETECTOR ONI CTED C BATT. BACK-UP CARBON W/ HARDWIRE MONOXIDE/ OnNNECTED S/GO SMOKE DETECTOR SHALL BE A COMBO DISTANCE OF NOT LESS THI=N 4' FROM WALL PENDANT LIGHT n NATURAL GAS Y OUTLET TELEPHONE JACK En WATER HEAT. DISCONNECT A/C AIR COND. DISCONNECT TV. TELEVISION JACK r-F-ILIW-z 507 -- REQUIRED TO O J -BOX BE SUPPORTED IN BCXOMA�D AS SUCH FOR INSPECT ION CEILING FAN/LIGHT CEILING BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT KP ❑ OPTIONAL SECURITY KEYPAD n PUSH- FOR p. BUTTON CHIMES • LOCATION OF TV JACKS # PHONE OUTLETS d FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI 6 ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT To BE LOCKOUT IN PANEL • BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(F5C 2001,RESIDENTIAL CODE TABLE MI5063) LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL 5E NON METALLIC CABLE AS N.E.G. 2008 ARTICLE 300.(5) (2) , ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE 1ST FLOOR ELECTRICAL PLAN POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 *1 COPPER (GU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 *2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL HE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 *1 CU, 1 *(o CU GND 2" CONDUIT OR PROVIDE 3 *2/0 AL. 1 *4 AL GND IN 2" CONDUIT_ COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO M O PANEL 15OA/2 P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1-- 1 *6 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 Xlf= ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL 8E TYPE THHN/THWN UNLESS NOTED OTHERWISE. NIIIIIIIIII A R C H I T E C T S .L-f'T111. Il VllmL-U nr_M%3HIV OLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE*D2) HOUSE PLAN: 2199 MODEL LOAD INFORMATION VA 2199 SQFT GENERAL LIGHTING X3 VA PER SQFT 6597 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA.' 4500 1 LAUNDRY CIRCUIT AT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 1 MICROWAVE 1500 1 REF. 1200 SUBTOTAL OF GENERAL LOAD 38497 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 28497 VA x .4 Q 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% Q U 6500 5 KW ELECTRIC HEAT AT 65% --- NET GENERAL LOAD 0 21399 NET TOTAL HEAT 13220 TOTAL LOAD 34619 CALCULATED LOAD FOR SERVICE 34619 VA/240 V= 145 AMP 145 AMP SERVICE NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL HE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 *1 CU, 1 *(o CU GND 2" CONDUIT OR PROVIDE 3 *2/0 AL. 1 *4 AL GND IN 2" CONDUIT_ COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO M O PANEL 15OA/2 P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1-- 1 *6 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 Xlf= ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL 8E TYPE THHN/THWN UNLESS NOTED OTHERWISE. NIIIIIIIIII A R C H I T E C T S .L-f'T111. Il VllmL-U nr_M%3HIV OLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W W C C3 W W � Q A 4 � 0 � A Q U � � h 0 0 � A � � SLTBDIV. & LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: "2199" GARAGE SWING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA CANTWELL 10 12079 D T : 08/26/10 SCALE: 1/4"=1'-0" SHEET 0F1 0 d ELECTRICAL LEC-sEND SYMBOL DEFINITION NOTES d) 125V OUTLET 20 AMI' SINGLE POLE 11DV OUTLET IR OF OUTLET 11DV OUTLET to WIREDTO SWITCH FaUIPFD WITH IIOV OUTLET GROUND FAULT INtERUPTER paT4W GFI W (TAMPER �Jj 4 WIRE /f1T1 V�jf�JJ 220V OUTLET corwectlON � EXTERIOR GROUND FAULT GFI WATERPROOF INTERRUPTER OUTLET SWITCH W�' �� SWITCH 3 -WAY OPER W SWITCH 4 -WAY OPER. n WALL �1,J MOUNTED L161 IT CEILING LIGHT 1 VAPOR \O�yP ROOF LP r 1 RECESSED CAN ® VENT. FAN 1 CFM PER SQ. FT. VENT. FAN 1 CFM PER W/LIGHT SQ. FT. 2' LIGHT STRIP 4' LIGHT STRIP Cr 4' RECESSED 2 -BULB WRAP ® FLUORESCENT LIGHT AROUND - 1 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT ® PANEL Ngam METER SMOKE BT. BACK-UP O DETECTOR W//THARDWIRI= INTER- BATT. BACK-UP MOUNTED W/ HARDWIRE S� SMOKE INTER - DETECTOR CONNECTED BATT. BACK-UP CARBON W/ HARDWIRE ®5/CO MONOXIDE/ CONNECTED q SMOKE DETECTOR SHALL BE A COMBO DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET ® TELEPHONE JACK WH WATER HEAT. m DISCONNECT AIR. COND. A/G DISCONNECT TELEVISION JACK CEILING 15OX REQUIRED TO BE SUPPORTED O J -BOX IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING FANLIGHT x REQUIRED rTO E BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP ❑ SECURITY KEYPAD I:I PUSH- FOR B. BUTTON CHIMES - LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED m 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. • 6i!--1 6 ISLAND (NOT ON KITCHEN CIRCUIT) - DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL - BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTI`RMITTENT.(Fi3C 2001,RESIDENTIAL CODE TABLE Ml$063) - LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL BE NON ME=TALLIC CABLE AS N.E.G. 2008 ARTICLE 300.(8) (2) - ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE 2ND FLOOR ELECTRICAL PLAN TO MAIN 31 VTR �22' _IIVTR 1 �� Q2H r\2" •I � \ �,�a� I � •' I � •. ' SII .�, 8=0 ARCH ITECTS r. % Desi n GrOU Inc. 1441 N. RONALD REAGAN B LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.cor AA #: 0003325 h 1 W co W W W Cr z to q U A � m E4 ti SXMDiV. & IAT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: "2199„ GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN FA CHITECT=OF FLORIDA A NO 12079 DA 08/26/10 SCALE:1/4"=l 0-091 SHEET 9 or 1 (1) 5 REBAR VERTICALLY W/ CONC. FOUR CELL R-42 INSULATION Z TEXTURED FINISH Q W S' CMU 1/2' GYP. WL. BD. 0 WOOD BASE O I �-�:-�—il�--°�o-.may E e.4 ip 4' GONG, I'EINF. U 6'x6' +10 UAIM OR NBERMESH ON 6 -MIL POLY A '• • ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL z 4' 8' 4- ;� (2) 5 REAR ON CHAIRS 1 -STORY FOOTING 1 W BLOCK WALL SCALE: 112'el'-C' io • ° 4• CONC, REINF. W/ 6'x6' +10/10 001 OR FIBERMESH ON 1: 4' 6 -MIL POLY ETHYLENE VAPOR B' BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (U 05 REBAR ON CHAIRS THICKEN EDGE 4 11 Ill jlj�I BGALE:II2'■I'-0' M 4' CONC, REIN. W/ 6'x6' 010 WWM OR FI15EIW-M&4 ON 6 -MIL POLY 4' qETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP-UP (D—ti ON-9GALE- IR'■1'-0'BEARING GRADE M d ° 4' CONC, RE IN. W/ 6'X6' 010 W111M OR —�—r FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL 5 REBAR ON CHAIRS 9 CONCRETE PAD SCALE+ tn'■r-®• POURED LINTEL CONT. (TYP.) 8' CMU FILLED CELL (TYP.) .N 2X WALL FRAMING (4) )4'X1' ANCHOR BOLTS or (4) )4'X1' J -1501 -TS 5' TS M11EMBEDMENT WJ-1501-TS2'X2'X1/S' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR To FILLING. (SLEEVED ANCHOR N SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 15 BLOCK WALL CONNECTION SCALE: I/1• ■ 1'-®' CU 5 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY 1EMBED- MIN. f ! _ ! 4' CONC, REINR W/ 6'1 010 WIUM OR. FIBERMESH ON 6 -MIL POLY e ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL TYP. RETROFIT FOR A OMITTED DOWELS ALE: I/1'■1'-0 Ll SECU}E BT. PLATE TO BLK W/ I' ANCHOR BOLT W/ 2' WASHER SET IN 8MP50N HIGH BTIENGTH EPDXY 1' h EMBED. MIN. ,5 32' OC MAX. ° 4' CONC, ROW. W/ 6'1 70 011M OR FIBERME81-1 ON b -MIL POLY z K ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL I'-4- (2) 5 REBAR ON CHAIRS 1 -STORY FOOTING � AT L.B.W. W UPLIFT SCALE: I/2'■I'-®' STUDS 16' O.C. MAX 5 1/2' * HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB UVd) Ile ANCHOR BOLT W/ 2' WASHER SET IN Lu SIMPSON HIGH STRENGTH EPDXY 1' Q EMBED. MIN. * 32' OC MAX. 4' CONC, REIN. W/ 6'x6' 010 UI OR FIBERMESH ON 6 -MIL POLY 0. ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE in 4- 8" 4" 4' TREATED FILL 1 _4. (2) 5 REBAR ON CHAIRS GARAGE STEP-UP � 1 -STORY L®B. W. g, I' RECESS FOR O.G.D. TRACK N FINISH FLOOR W °.a e 44 SLAB AT S.G.D. 1 0 SCALE. I' • I'-0" \ CAULK AND SEAL ][ `GAS LINE I I' PVC SLEEVE FOR GAS LME B 8' CMU —1/2' DRYWALL WOOD BASE 4. a ° 4 SECURE BT. PLATE TO SLAB W/ J' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MM. * 32' OC MAX. t4,CONC, REIN. W/ 6'x6' X10 U LM OR FIBERME814 ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE `^ 0 TREATED FILL (3) 5 REBAR ON CHAIRS 2 -STORY FOOTING (g&L. B- W.S: 1/2' = I'-0' SECURE $T. PLATE TO SLAB W/ 10d CUT NAILS/ MASONRY NAIL * 32' O.C. MAX B 1 ° ° °• !U 03 REBAR VERTICALLY W/ CONC ° 4' CONC, }EINE. W/ 6'x6' h0 WWM OR If POUR CELL N FII5ER-IEBH ON b -MIL POLY Z B' CMU 0. ETHYLENE VAPOR BARRIER ON EXTENDED SLAB 11/2'-\ CURB HEIGHT VARIES WELL -COMPACTED CLEAN TERMITE 1/2' RECESS FOR SERVICE DR N W TREATED FILL ,4 ' 8' 4- 0 (2) 5 REBAR ON CHAIRS S 1 -STORY FOOTING AT L.B.W. W NO -UPLIFT 2 B BGALE: UZ'•I'-0' ° e b 1/2' a HEAD OF GARAGE !U 03 REBAR VERTICALLY W/ CONC VARIES WITH BLOM POUR CELL N SECURE BT. PLATE TO SLAB W/ }' B' CMU 0. ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EXTENDED SLAB 11/2'-\ CURB HEIGHT VARIES EMBED. MIN. • 32' OC MAX. 1/2' RECESS FOR SERVICE DR N W iOIY CURB HEIGHT VARIES lyQ 0 I S V ° e w 4' CONC., REMF. W/ 6'x6' h0 WUM OR ' 4' GONG, RE". W/ 6'x6' h0 WWM OR FIBERMEBH ON 6 -MIL POLY Z W y FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON • 'd, ; ETHYLENE VAPOR BARRIER ON �. Q WELL -COMPACTED CLEAN TERMITE 4� ' GONC, IRE INF. W/ b'xb' $10 UIUM OR WELL -COMPACTED CLEAN TERMITE TREATED FILL s 4" 6- 6' 4' 4 TREATED FILL O ETHYLENE VAPOR BARRIER ON 1'-8' (3) 05 REBAR ON CHAIRS Z W (2) 45 REBAR ON CHAIRS " in GARAGE STEP-UP SLAB AT GARAGE 2 -STORY L.B.W. 7 SERVICE DOOR @__ SCALE: 1/2' SCALE: /2.'-0' RECESS FOR GARAGE DOOR ° G• 4' CONC, REINF. W/ 6'1 010 WWM OR F15ER"IESH ON 6 -MIL POLY 1'-0' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (1) 05 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: 1/P • 1'-0' �1 NOT USED TEXTURED FINISH R-11 INSULATION MR STUDS 16' O.C. MAX 1/2' GYP. WL. BD. W WOOD BASE SECURE BT. PLATE TO BLK W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY "I' io EMBED. MIN. * 32' OG MAX. r a 4' CONC, REINF. W/ 6'x6' 010 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON • e WELL -COMPACTED CLEAN TERMITE TREATED FILL z tau ]_ > 4' 8'4' ins 1'-4• (2) 5 1E5AR ON CHAIRS 1 -STORY FOOTING 3 W FRAME WALL (__E= la' • -0 (U 5 REBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION z TEXTURED FINISH CMU r 1/2' GYP. WL. BD. O I WOOD BASE r 01 I ° ip • •, 4- CONC, REIN. W/ 6'x6' 010 WUM OR ° FIBERMESH ON 6 -MIL POLY • . d ETHYLENE VAPOR BARRIER ON ° WELL -COMPACTED CLEAN TERMITE [4\ TREATED FILL BAR ON CHAIRS ' u 2 -STORY FOOTING @Yj BLOCK WALL SCALE: 1/2' =1'-0' TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 8' HOOK GROUTED BOND BEAM VARIES 'e GAS LINE THRU BLOCK 1 2 -ST REBAR ON CHAIRS (-STORY SC : '■I'-0" (3) 5 REBAR ON CHAIRS ° (1) 03 REBAR VERTICALLY W/ CONC. POUR CELL R-4 2 INSULATION 8' CMU 1/2' GYP. WL. BD. Z WOOD $ASE U W 4' CONC, REINF. W/ 6'x6' •10 IUUM OR CLEANOUT REQUIRED Q d. a.. ° °d i J "a FIBERMESH ON 6 -MIL POLY FOR INSPECTION .+ ETHYLENE VAPOR BARRIER ON e a I° Q WELL -COMPACTED CLEAN TERMITE TREATED FILL • ° 0'-0' FIN FLR Ip(2) 05 W5AR _ .d ° ° (3) 5 REBAR * 2 -STORY I .a.' a .8 ° • °d . e ° ° a ° I ! (I) 5 VERT. DOWEL ° TE VERTICAL REBAR LAPPED UU BOND BEAM is 6 PVC CHASE THRU FOOLING ° ° , a . ° TO HORIZAT ONAL e ° ° n' OUTSIDE REBAR TO BE (1) 5 REBAR At CORNERS, ° ' REBAR W/ e' HOOK CONTINUOUS W/ 26' LAP MIN. d • � �� ° ' �� ^ ' • d ° d °. �... WIFE".c E I -STORY (2) 5 REBAR ON CHAIRS in (-STORY I'-4" (3) 5 REBAR ON CHAIRS 2'•I' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL R REBAR LAP AT FOOTING r AT LINTEL CORNERS D W BO K■ _WALL �j REINFORCING L SCALE: 1/2'•1'-0' v SCALE. 1 •■ _0' 1J BGALE: ■'-0' ALL EX'TERIO R FO O TElRs A'T ]FINIS iI S LAB' s 'TO BE miTI . 12 BEL.O W SOIL, TEXTURED FINISH R-11 INSULATION MIN. STUDS lb' OZ:. MAX 1/2' GYP. LI BD. W WOOD BASE - SECURE BT. PLATE TO BLK W/ ANCHOR BOLT W/ 2- WASHER SET IN E SIMPSON HIGH STRENGTH EPDXY 1' m p EMBED. MIN- * 32' Or, MAX. AIr ° a• d •• a q d 4' CONC, RE INF. W/ 6'x6' 010 UIUM OR FIBERMESH ON b -MIL POLY ° ETHYLENE VAPOR BARRIER ON �• e • WELL -COMPACTED CLEAN TERMITE if TREATED FILL [4\ (3) 5REBAR ON CHAIRS ' U 2 -STORY FOOTING 3 A W FRAME WALL sr _ALr (1) 5 REBAR VERTICALLY W/ CONC. FOUR CELL 8' CMU CURB HEIGHT VARIES 4 W IA 4' CONC, REINF. W/ 6'x6' MO WUM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL-CCOMPICTED CLEAN TERMITE TREATED f d) ° W ° , E °(3) 5 REBAR ON CHAIRS . JA w 1= >4' 6' 6' 4' 2 -STORY FOOTING &--AT- GARAUscALE:I rr"=1 0_iLo_T USED GROUTED BOND BEAM 06 VARIES PER ELEV. TIE VERTICAL REBAR E ° TO HORIZATIONAL a . REBAR W/ B' HOOK A'. VARIES PER ELEV. P ° : 4 GROUTED BOND BEAM . d de a 4 °° e e IL CLEANOUT REQUIRED '4 FOR INSPECTION L d• ° e 0'-0' FIK FLR d e ad ° '. TIE VERTICAL REBAR TO 14ORIZATIONAL d, REBAR W/ 8' HOOK • M HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE GALE: 1/2' ■ I'-0' A R C H I T E C T S -) �' Desin Groupinc. 1441 N. RONALD REAGAN BL\ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 !U 03 REBAR VERTICALLY W/ CONC POUR CELL N B' CMU 0. w I r IN iOIY CURB HEIGHT VARIES 0 I V d w ' ° W y d .• �. Q q % e 4� ' GONC, IRE INF. W/ b'xb' $10 UIUM OR FIBERMESH ON 6 -MIL POLY O ETHYLENE VAPOR BARRIER ON " WELL -COMPACTED CLEAN TERMITE TREATED FILL z uu0.11 4' S' (2) 45 REBAR ON CHAIRS in 1'-4' U 1 -STORY FOOTING ATS GARAGE 8 (U 5 REBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION z TEXTURED FINISH CMU r 1/2' GYP. WL. BD. O I WOOD BASE r 01 I ° ip • •, 4- CONC, REIN. W/ 6'x6' 010 WUM OR ° FIBERMESH ON 6 -MIL POLY • . d ETHYLENE VAPOR BARRIER ON ° WELL -COMPACTED CLEAN TERMITE [4\ TREATED FILL BAR ON CHAIRS ' u 2 -STORY FOOTING @Yj BLOCK WALL SCALE: 1/2' =1'-0' TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 8' HOOK GROUTED BOND BEAM VARIES 'e GAS LINE THRU BLOCK 1 2 -ST REBAR ON CHAIRS (-STORY SC : '■I'-0" (3) 5 REBAR ON CHAIRS ° (1) 03 REBAR VERTICALLY W/ CONC. POUR CELL R-4 2 INSULATION 8' CMU 1/2' GYP. WL. BD. Z WOOD $ASE U W 4' CONC, REINF. W/ 6'x6' •10 IUUM OR CLEANOUT REQUIRED Q d. a.. ° °d i J "a FIBERMESH ON 6 -MIL POLY FOR INSPECTION .+ ETHYLENE VAPOR BARRIER ON e a I° Q WELL -COMPACTED CLEAN TERMITE TREATED FILL • ° 0'-0' FIN FLR Ip(2) 05 W5AR _ .d ° ° (3) 5 REBAR * 2 -STORY I .a.' a .8 ° • °d . e ° ° a ° I ! (I) 5 VERT. DOWEL ° TE VERTICAL REBAR LAPPED UU BOND BEAM is 6 PVC CHASE THRU FOOLING ° ° , a . ° TO HORIZAT ONAL e ° ° n' OUTSIDE REBAR TO BE (1) 5 REBAR At CORNERS, ° ' REBAR W/ e' HOOK CONTINUOUS W/ 26' LAP MIN. d • � �� ° ' �� ^ ' • d ° d °. �... WIFE".c E I -STORY (2) 5 REBAR ON CHAIRS in (-STORY I'-4" (3) 5 REBAR ON CHAIRS 2'•I' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL R REBAR LAP AT FOOTING r AT LINTEL CORNERS D W BO K■ _WALL �j REINFORCING L SCALE: 1/2'•1'-0' v SCALE. 1 •■ _0' 1J BGALE: ■'-0' ALL EX'TERIO R FO O TElRs A'T ]FINIS iI S LAB' s 'TO BE miTI . 12 BEL.O W SOIL, TEXTURED FINISH R-11 INSULATION MIN. STUDS lb' OZ:. MAX 1/2' GYP. LI BD. W WOOD BASE - SECURE BT. PLATE TO BLK W/ ANCHOR BOLT W/ 2- WASHER SET IN E SIMPSON HIGH STRENGTH EPDXY 1' m p EMBED. MIN- * 32' Or, MAX. AIr ° a• d •• a q d 4' CONC, RE INF. W/ 6'x6' 010 UIUM OR FIBERMESH ON b -MIL POLY ° ETHYLENE VAPOR BARRIER ON �• e • WELL -COMPACTED CLEAN TERMITE if TREATED FILL [4\ (3) 5REBAR ON CHAIRS ' U 2 -STORY FOOTING 3 A W FRAME WALL sr _ALr (1) 5 REBAR VERTICALLY W/ CONC. FOUR CELL 8' CMU CURB HEIGHT VARIES 4 W IA 4' CONC, REINF. W/ 6'x6' MO WUM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL-CCOMPICTED CLEAN TERMITE TREATED f d) ° W ° , E °(3) 5 REBAR ON CHAIRS . JA w 1= >4' 6' 6' 4' 2 -STORY FOOTING &--AT- GARAUscALE:I rr"=1 0_iLo_T USED GROUTED BOND BEAM 06 VARIES PER ELEV. TIE VERTICAL REBAR E ° TO HORIZATIONAL a . REBAR W/ B' HOOK A'. VARIES PER ELEV. P ° : 4 GROUTED BOND BEAM . d de a 4 °° e e IL CLEANOUT REQUIRED '4 FOR INSPECTION L d• ° e 0'-0' FIK FLR d e ad ° '. TIE VERTICAL REBAR TO 14ORIZATIONAL d, REBAR W/ 8' HOOK • M HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE GALE: 1/2' ■ I'-0' A R C H I T E C T S -) �' Desin Groupinc. 1441 N. RONALD REAGAN BL\ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: "2199" GARAGE S WING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA NO 12079 go P3Et&T DATE: 08/26/10 SCALE: 1/4"=1'-0" SHEET ID 1 Oirl 6 N V W 1-- �. Q O � h U � z O A U A � 64 ti 00 SUBDIV. & LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: "2199" GARAGE S WING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA NO 12079 go P3Et&T DATE: 08/26/10 SCALE: 1/4"=1'-0" SHEET ID 1 Oirl 6 d PANEL ANCHOR SEALANT SEALANT 3/S" -EXPANSION STIRIFI� FREE OF MORTAR PANEL ANCPOR EXP. BOLT TWO PEf- ANCPOIjl 61 WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND D PANEL ANCHOR STYLE CONSTRUCTION LINTEL PLATE — 3/8' EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO BE MIN. 1/2" DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS BLOCK NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING 6 EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2)1-1/4' 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" MINA/2' MAX. PANEL REINFORCING MORTAR ASPHALT EMULSION aO 1-3/4' X 20 GAUGE X 24" LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL SECURE 2x6 MIN. TO BLK W/ (2),Y t, ANCHOR BOLT W/ 2' WASHER SET DIA. IN SIMPSON HIGH STRENGTH 8d EPDXY 4' EMBED. 2X4 SECURED TO .113 GABLE END W/(2A2dmEA. UPRIGHT 2X4 SECURED TO [Eel N D GABLE ENG W/(2)12d ROUND,MODIFIED 21/8' .128 110,000 SECURE 2x4 ON OR T FLAT TO BLK W/ CUT NAILS. ll SIDES: GABLE BLOCKING a y0 TRUSS 2X6 GARAGE DOOR BUCK W/ (3) 2x4 BLOCKING }S'XS' J -BOLTS 4' EMBEDMENT MIN. m EA. RAFTER W/ 2'X2'XYe WASHER AND NUT L-30 EA. SPACED EVENLY FROM FLOOR TO RAFTER GARAGE DOOR HDR IN JOINTS H2 5 PRIOR TO FILLING. RAFTER 1-2X(b PT BLOCK m CENTER OF 2x4 RAFTER DOOR HEADER W/(1),�'XS' J -BOLTS m 24' O.C. 4' EMBEDMENT W/ 2'X2'XYa' WASHER JU AND NUT 2x4 FRAMING m (TYP) GARAGE DOOR D3 BUCK ATTACHMENT SCALE: 1/2' ■ l'-0' 8 NOT U5ED 4 FRAMED 0 VERHANG N.T.S. 2X4 DBL TOP PLATE 2x4 METAL STUD 24' O.C. 1/2' DRY WALL 2X4 Ib' O.C. MAX 2X4 PT. BT. PLATE F 1/2' A$ W/ .tk MIN. 1' EMBEDMENT 2' D IA. WASHER 32' O.G. MAX 05 REBAR CONT. 9 )WOOD FRAME TO BLK. SCALE: 1/2' • ' SPARK ARREST PER MANUFACTURER 1X2 PT. TOP OF BOX — DBL. TOP PLATE 2X4 STUD TEXTURED FINISH OVER - PAPE=R BACK EXP. MET. LATH. W/ ON O.S.B. SHEATHING OR J' CDX PLYWOOD PRE. ENG. TRUSS SIMPSON H-5 (MIN.) — a 2X4 TO TRUSS PRE. ENG. TRUSS SP4 OR H-5 TOP PLATE= TO STUDS !'-0' ABV. 10'-0' LEVEL TO ROOF :)R 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0' 2A SIMPSON 14-5 (MIN.) m 2X4 TO TRUSS 1 CHIMNEY DETAILS SCALE: 1/2' • 1' _ 0" PRE -ENG TRU58E5 W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS m lb'O.C. MAX SIMPSON LSTA-12 a EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS m 16' O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY m A TIME. USE 12d NAILS, TWO WITHIN b" FROM EACH END 4 NO MORE THAN 12' O.G. STAGGERED SP4 OR H5 0 TOP AND BOTTOM PLATES m EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP t0 TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE TYP. EXTERIOR WINDOW/ DpgOR OPENING WD FRAMED SCALE: I/2"■ 1'-0' NAILING SCHEOUILE ROOF DIAPHRAGM USE 1/16' O.S.B. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.G. AT SUPPORTED PANEL EDGES AND "8 RING SHANK GUN NAILS AT 6' O.G. At INTERMEDIATE SUPPORTS. 5EE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS m 4' O.G. EXTERIOR SHEATHING USE 1/16' O.S.B. OR 1/2" PLY WITH *F8 RING SHANK GUN NAILS AT 6' O.C. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND "8 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STIR 8d ROUNDMODIFIED 11/8' .113 110,000 OR T 10d ROUND,MODIFIED 21/8' .128 110,000 z OR T 70 m 0o W TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL 4 TOOL ASSOCIATION 1. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETEER 5.2 INCH NAIL LENGTH RCOP SHE,4TH INC L,4*rOUT ,4ND =NDUJ,4L,' I3t=�4C f NCS FOR G 45L E END FRAC-I ING H a 11 11 11 � „� VIII PRECAST L ROUGH OPENING uP TO 8'-0' 2. z 70 m 0o W a y0 d) N PRECAST SILL W JU SECURE 2x TO BLOCK W/ (2) &' TAPCONS OR DRIVE PIN (MIN SHANK 617E.145) (MIN EMBE=D. 1 ') ~ v WITHIN 8' OF EACH a S END AND 18' O.C. MAX 9LL SPACING. � O.S.B. SHEATHING OR---*' CDX PLYWOOD —2x4 BLOCKS �-- CMU WALL 6 ARCH WINDOW FRAME A SECTION SCALE: 1/2'-1'-0' NOTE.- = TYP. EXT. SHE=ATHING ATTACHME=NT FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD t0 PLATE ARE NOT REQUIRED EXCEPT m OPENINGS 08 RING SHANK GUN NAILS 0 4' or. TOIL 4 SOTTOM EDGES a 11 11 11 � „� VIII N SECURE 2x TO BLOCK W/ (2) &' TAPCONS OR DRIVE PIN (MIN SHANK 617E.145) (MIN EMBE=D. 1 ') ~ v WITHIN 8' OF EACH a S END AND 18' O.C. MAX 9LL SPACING. � O.S.B. SHEATHING OR---*' CDX PLYWOOD —2x4 BLOCKS �-- CMU WALL 6 ARCH WINDOW FRAME A SECTION SCALE: 1/2'-1'-0' NOTE.- = TYP. EXT. SHE=ATHING ATTACHME=NT FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD t0 PLATE ARE NOT REQUIRED EXCEPT m OPENINGS 08 RING SHANK GUN NAILS 0 4' or. TOIL 4 SOTTOM EDGES a N z W a y0 d) N V W JU PRE"L i. TRUE MTS. 1/16' 2X4 BTM. PLA' MTS - 32' C PRE-&.�.. �.44„�«- TRUSS 2X4 DBL. TOP PLATE 2X4 STUD I6' O.G. 1/16' 05.8. 1/2' A.B. W/ MIN. 1" EMBEDMENT LOCATE 6'-8" FROM ENDS AND 32' O.G. MAX. TEXTURED FINISH META -16 8' CMU WALL KNEE WALL DETAIL 2 __10 OBLOCK SCALE: 1/2' ■ 1'-0' V-0' 2X4X4' SECURE TO TRUSS W/ 3-12d 6"-8" O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE TO BLK W/ META -16 2'-0" EXT: SCALE: 1/2' ■ 1'-0' C 0 8 RING SHANK GUN NAILS b" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) C°8 2' DECK SCREWS Is 6"-8" O.G. MAX m EDGES 4 12' O.G. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G SUB -FLOOR DECKING GLUED t0 ALL EXPOSED MEMBERS OPT SERVICE DR. PRE -ENG. TRUSS DBL. 2X TOP PLATE 1/16" O.S.B.,au 2X BLOCKING m TOP OF 1/16' O.S.B. 2X STUDS 16' O.C. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS co 2X4 ® TOP 4 BOTTOM CONT. HETA-16 BLK. WALL O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK t0 O.S.B. O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. t0 PROVIDE CONT. NAIL PATTERN Q REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING m TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW O INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/z' ■ I'-0' A R C H I T E C T S Desi in G rO U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 H W W V W JU �o a J �o z q U ti 0 Q � 00 SUBDIV. & LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1"703.00 MODEL: "2199" GARAGE SWING: LEFT PAGE: misc. DETAILS ARCHITECT: STATE OF FLORIDA ?2, f DAR: 08/26/10 SCALE: 1/4"=1'-0" SHEET D 2 OFl 6 0 PRE -ENG TRUSS �� SEE ENERGY CODE FORMS 16 O.S.B. SHEATHING OR �° FOR INSULATION R -VALUES, 0.5.3. SHEATHING OR BOARD ° FOR INSULATION R -VALUES. CDX PLYWOOD. ATTACHED �� 1�� MTL. DRIP EDGE" SUM OA OR 1" I--IICH PER NAILING SCHEDULE ON 8 GYPSUM BOARD OR GDX PLYWOOD. ATTACHED 2x4 NAILER d I8 GYP BOARD 2 HIGH STRENGTH GLG. PER NAILING SCHEDULE ON a STRENGTH CLG. BOARD SHEET D5 4. BOARD SHEET D5 2x4 6 24" O.G. 6 INTERIOR 2X4 SUB -BAND KNEE WALL VENTED ALUM. SOFFIT CONC. FILLED LINTEL BLK )/8" THICK, 3 COAT CEMENT GONG. FILLED LINTEL BLK/8" THICK, 3 COAT CEMENT \ W/ (1) #5 REBAR CONTINUOUS PLASTER OVER GRADE W/ (1) 05 REBAR CONTINUOUS PLASTER OVER GRADE 1 - W1 (1) FILLED LINTEL BL0 PRECAST LINTEL "D" ,FELT PAPER BACK _ "D' FELT PAPER BACK I W/ (1) ' REBAR CONTINUOUS EMBED. STRAP VERIFY W/ METAL LATH OVER R 4.2 BATT. INSUL. METAL LATH OVER TRUSS PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE "D' FELT WINDOW ATTACHMENT AS OR GRADE "D' FELT WINDOW ATTACHMENT AS M T PER MANUFACTURES PAPER PER MANUFACTURES PAPER PER MANUFACTURES THICK, 2 COAT CEMENT SPECIFICATIONS PLASTER APPLIED SPECIFICATIONS WEEP SCREED SPECIFICATIONS WEEP SGREED DIRECTLY TO MASONRYPRECAST SELL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) PRECAST SILL C1) #5 REBAR VERTICALLY SECURE GABLE TO 2x6 P.T. SECURE GABLE TO 2x� P.T. (1) 05 REBAR VERTICALLY (1) #5 REBAR VERTICALLY PLATE W/ 126's 8" O.C. MAX W/ CONC. POUR CELL PLATE W/ 12d's 8" O.G. MAX W/ LONG. POUR CELL W/ GONG. POUR CELL Ix2 P.T. FURRING STRIPS SECURE 2x& PT. PLATE TO 1x2 P.T. FURRING STRIPS 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO 1" I^ 1� O.C. � 1� O.C. LK W/ x9 ANCHOR BOLT W/ i�' O.C. BLK W/ "x9" ANCHOR BOLT W/ 2" WASHER SET IN SIMPSON 8" CMU 8" CMU 2" WASHER SET IN SIMPSON S" CMU ; I TH OXY i I HIGH STRENGTH EPDXY 1" 1/2" GYP. WL. BD. ; I �� 1-11C�H STRENGTH EP GYP. WL. BD. 1/2 GYP. WL. BD. EMBED. MIN. 32" OC MAX. 1/2 G P EMBED. MIN. a 32 OC MAX. WOOD BASE -- WOOD BASE WOOD BASE ° 4 a"THICK, 2 COAT GEMENT d 4: �"THICK, 2 GOAT GEMENT ° a: ►---h-11 M �{--.�� PLASTER APPLIED PLASTER APPLIED d 4 DIRECTLY °: d TO MASONRY ° I 4 DIRECTLY TO MASONRY 4 ° ° 4 44 • • 4 d 1 -STORY GABLE -- 1- STORY GABLE W/ VAULT CLG. 1 STORY BLOCK WALL BLOCK WALL BLOCK WALL �. A � _ � � � B SCALE: 3/4"=V-0" SCALE: 3/4'=V-0" -0" SCALE: 3/4 -1 -0 2X4: ® 2X4: ® 2X4: CM SECURE TO BLOCK W/ WW SECURE TO BLOCK W/ SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK 51ZE .145 (MIN. SHANK SIZE .145 (MIN. SPANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ya') MIN. EMBEDMENT 1,V4*) MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END t WITHIN S' OF EACH END t WITHIN S' OF EACH END t IS' O.G. MAX SPACING. 18' O.G. MAX SPACING. 18' O.C. MAX SPACING. S' CMU 2X6: ® 2X6: ® ' 2X6: ® NOTE: STRUCTURAL 2X MUST Xs' DRYWALL SECURE t0 BLOCK W/2-% NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2--%' SECURE TO BLOCK W/1-1/4' BE ON OUTSIDE t SECURED 1"X4' OR i'X2' P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE t SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE t SECURED (MIN. SHANK SIZE .145° TAPCON MIN. 1-Y4' 1x4 POR %'X4' MIN. S .T. -CURE MIN HEAD SIZE 300 3i(6' TAPCON MIN. 1-Y4 MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 tHRU FRAME t EXTEND I -Ya' MIN. EMBEDMENT 1 Ya') EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1 Y4') si(6' TAPCON MIN. 1-Y4 MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK INTO BLOCK W/ W& TAPCONS WITHIN 8" OF EACH END t WITHIN S' OF EACH END t EMBEDMENT INTO BLOCK WITHIN S' OF EACH END ta, CMU „ OR DRIVE PIN 1S' O.G. MAX SPACING. S' CMU S CMU 18' D.C. MAX SPACING. X, DRYWALL. 1/16�� O.S.B. OR GDX (MIN_ SHANK SIZE .145 DRYWALL 18 O.C. MAX SPACING. , _ 2xs: MIN. HEAD SIZE 300 2XS: ® I'X4' OR 11X2' P.T. NAILER 2X8 ® J6' DRYWALL SECURE TO BLOCK W/1-1/4' I'X4' OR 11X2' P.T. NAILER TYVEK BUILDING WRAP SECURE To BLOCK W/2-�fg' SECURE To BLOCK EPN , MIN. EMBEDMENT 1 -Ya tAPGONS OR DRIVE PIN Na' O.S.B. X 4' MIN. tAPGONS OR DRIVE PIN I X4 OR I x2 P.T. NAILER WITHIN 8' OF EACH END t 18' (MN. SHANK SIZE TAPCONS OR DRIVEPIN D3fbOSB. X 4' MIN. PAPER BACK O.G. MAX SPACING (MIN. SHANK SIZE .145 `—DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING DOOR CASINGS MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 GALV'D MTL. LATH DOOR CASING MIN. HEAD SIZE 300 ---DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Ya'J DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) ATTACH TO 2X PER ATTACH TO 2X PER WITHIN 8' OF EACH END t ATTACH TO 2X PER „ DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t MANUFACTURES DETAILS. WITHIN S OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. TEXTURED ATTACH TO 2x PER 18' O.C. MAX SPACING. 18 O.C. MAX SPACING. F IN f SH e WOOD MANUFACTURES DETAILS. WOOD WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED t0 PLUMB JAMS (DO NOT EXCEED Y4,) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED l CONSTRUCTION DOOR JAMB TO BLOCK +3 4 OR +5 4 DOOR JAMB TO BLOCK +1-15/16" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16" BLOCK +3 4 OR +5 4 WINDOW TO BLOCK +1-15 16" WINDOWjj$_o�LOCK +3 z (�)�N�DOW�TO CALE: I"=1'-0' C E SCAL SCALE: 1 ■1 -0' 2X4: CiD 2x4: ® 2x4: ® 2x4: ® SECURE t0 BLOCK W/YO' S" CMU SECURE t0 BLOCK W/ SECURE t0 BLOCK W/ �(b' SECURE t0 BLOCK W/ IN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PN TAPCONS OR DRIVE PN 1/2" TEXTURED (MIN. SHANK SIZE J45 (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MN. HEA(MIN. SHANK SIZE J45 (MIN. AD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 , FINISH a MASONRY MIN. EMBEDMENT 1 A") MIN. EMBEDMENT 1 XV) MIN. EMBEDMENT 1 A') NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT 1 Ya ) WITHIN S' OF EACH END t WITHIN 8' OF EACH END t WITHIN S' OF EACH END t BE ON OUTSIDE t SECURED WITHIN S OF EACH ENO t 18' O.C. MAX SPACING. 18' O.G. MAX SPACING. 18' O.C. MAX SPACING. THROUGH NON-STRUCTURAL 18' O.G. MAX SPACIW 2X6: ® 2X6: ® 2X6: ® %' TAPCON MIN. 1-Y4' SECURE BLOCK W/I-1/4' SECURE TO BLOCK W/2-%' SECURE TO BLOCK W/2-Wr, NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-s(�' EMBEDMENT INTO BLOCK.TAFICONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAI -CONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE t SECURED TAPCONS OR DRIVE PIN 8' CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE t SECURED (MIN. SHANK SIZE J45 (MIN. SHANK SIZE J45 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE A45 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 %1 TAPCON MIN. I-V MR HEAD SIZE 300 )�' DRYWALL MIN. HEAD SIZE 300 THROUGH NDN -STRUCTURAL WEEP SCREED MIN. EMBEDMENT 1 Y4') %w TAPCON MIN- 1-Y4 MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Ya') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 YO') I'X4' OR I'X2' P.T. NAILER WITHIN S' OF EACH END t WITHIN 8" OF EACH END t 8, GNIU WITHIN S' OF EACH END t WITHIN S' OF EACH END t EMBEDMENT INTO BLOCK. DETAIL @ V V O O D T O 18' O.C. MAX SPACING. 18' O.C. MAX SPACINGS. 2ND C SECURE TO 18' O.G. MAX SPACING. S' CMU 18 O.G. MAX SPACING. : 8' GMU � DRYWALL STRUCTURAL MEMBER W/(2)12d 2X8: 2X8: ® 2X8: ® , , 2XS: ® WITHIN 8' OF EACH END t 6' :S' DRYWALL LOCK K CONNECTION DRYWALL I X4 OR I X2 P.T. NAILER SECURE TO BLOCK W/2 -:{b' SECURE t0 BLOCK WPIN , L SECURE t0 BLOCK W/2-9ii6' SECURE t0 BLOCK W/2-3i{g t0 8 O.G. MAX TAPCONs OR DRIVE PIN I X4 OR 1X2 P.T. NAILER _ - TAPCONS OR DRIVE PIN 1'X4 OR 1X2 P.T. NAILER TAPCONS OR DRIVE PIN 1 P.T. X 4 MIN. TAPCONS OR DRIVE PIN " i n (MIN. SHANK SIZE .145 DOOR CASINCx (MIN. SHANK 5I7E .145 `—DOOR CASING (MIN. SPANK SIZE .145 DOOR CASINGS (MIN. SHANK SIZE .145 1' P.T. X 4' MX MIN. HEAD SIZE 300 SCALE.- I 1/2 - 1 MIN. HEAD SIRE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 �� DOOR JAMB OR WINDOW DOOR CASING DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4"J MIN. EMBEDMENT 1 Y4 ) MIN. EMBEDMENT 1 Ya') ATTACH t0 2X PER DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) ATTACH TO 2X PER ATTACH TO 2X PER WITHIN S' OF EACH END t WITHIN S' OF EACH END t WITHIN 8' OF EACH END t MANUFACTURES DETAILS. WITHIN 8" OF EACH END t MANUFACTURES DETAILS. MANUFACTURES DETAILS. ATTACH TO 2X PER 18' O.C. MAX SPACING. 1S' O.C. MAX SPACING. 18' O.G. MAX SPACING. 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/299 DOOR JAMB TO BLOCK +2 1/�4" " DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4 WINDOW TO BLOCK +1-1 2" WINDOW TO BLOCK +2 1/4 0__jg�O7��LOCK +3 WINDOW TO BLOCK +3 3 4 SCALE: 1'=1'-0' SE: A R C H I T E TTST) r,r�l f Desn Groupinc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bd es igngrou p. com AA #: 0003325 ti w BLOCKING BETWEEN FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN2x4 FIBERGLASS SHINGLES TRUSSES AT FIRST TWO BAYS OVER #15 FELT PAPER ON 77 TRUSSES AT FIRST TWO BAYS OVER #15 FELT PAPER ON OVER 4'-0" O.C. CAT SHEATHING6" O.S.B. SHEATHING OR 4'-0" O.C. (AT SHEATHING 7SEAMS) � O.S.B. SHEATHING OR �" GDX PLYWOOD SECURED PER NAILING SCHEDULE CDX PLYWOOD SECURED 11 PRE -ENG GABLE TRUSS PRE -ENG GABLE TRUSS PER NAILING SCHEDULE CONT. 2x4 RAT RUN SECURED W/ (Z) P_T_ 1x2 W/ MTI_. DRIP EDGE 2x4 NAILER MTL. DRIP EDGE 12d's � EACH TRUSS FIBERGLASS SHINGLES 2x4 SUB -BAND CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND TO BE INSTALLED e MID. POINT OF OVER #15 FELT PAPER ON ALUM_ SOFFIT W/ (2) 12d's 6 EACH TRUSSAI_UM. SOFFIT TRUSS SPAN, OR 10'-0" O.G. MAX. O.S.B. SHEATHING OR STIFFBACK AT ALL UPRIGHTS TO BE INSTALLED 6 MID. STfFFBAGK AT ALL SEE ENERGY CODE FORMS CDX PLYWOOD SECURED7 OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR '-0" UPRIGHTS OVER 4 1 FOR INSULATION R -VALUES. NAI IPG SCHEDULE PER L >. E ED11 SAL ENG. FOR SIZE 10'-0" O.G. MAX. HIGH (SEE SEALED ENG. GYPSUM BOARD OR . ... CONDITION.) SEE ENERGY CODE FORMS FOR SIZE 4 CONDITION.) HIGH STRENGTH CLG. PRE -ENG TRUSS �� SEE ENERGY CODE FORMS 16 O.S.B. SHEATHING OR �° FOR INSULATION R -VALUES, 0.5.3. SHEATHING OR BOARD ° FOR INSULATION R -VALUES. CDX PLYWOOD. ATTACHED �� 1�� MTL. DRIP EDGE" SUM OA OR 1" I--IICH PER NAILING SCHEDULE ON 8 GYPSUM BOARD OR GDX PLYWOOD. ATTACHED 2x4 NAILER d I8 GYP BOARD 2 HIGH STRENGTH GLG. PER NAILING SCHEDULE ON a STRENGTH CLG. BOARD SHEET D5 4. BOARD SHEET D5 2x4 6 24" O.G. 6 INTERIOR 2X4 SUB -BAND KNEE WALL VENTED ALUM. SOFFIT CONC. FILLED LINTEL BLK )/8" THICK, 3 COAT CEMENT GONG. FILLED LINTEL BLK/8" THICK, 3 COAT CEMENT \ W/ (1) #5 REBAR CONTINUOUS PLASTER OVER GRADE W/ (1) 05 REBAR CONTINUOUS PLASTER OVER GRADE 1 - W1 (1) FILLED LINTEL BL0 PRECAST LINTEL "D" ,FELT PAPER BACK _ "D' FELT PAPER BACK I W/ (1) ' REBAR CONTINUOUS EMBED. STRAP VERIFY W/ METAL LATH OVER R 4.2 BATT. INSUL. METAL LATH OVER TRUSS PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE "D' FELT WINDOW ATTACHMENT AS OR GRADE "D' FELT WINDOW ATTACHMENT AS M T PER MANUFACTURES PAPER PER MANUFACTURES PAPER PER MANUFACTURES THICK, 2 COAT CEMENT SPECIFICATIONS PLASTER APPLIED SPECIFICATIONS WEEP SCREED SPECIFICATIONS WEEP SGREED DIRECTLY TO MASONRYPRECAST SELL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) PRECAST SILL C1) #5 REBAR VERTICALLY SECURE GABLE TO 2x6 P.T. SECURE GABLE TO 2x� P.T. (1) 05 REBAR VERTICALLY (1) #5 REBAR VERTICALLY PLATE W/ 126's 8" O.C. MAX W/ CONC. POUR CELL PLATE W/ 12d's 8" O.G. MAX W/ LONG. POUR CELL W/ GONG. POUR CELL Ix2 P.T. FURRING STRIPS SECURE 2x& PT. PLATE TO 1x2 P.T. FURRING STRIPS 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO 1" I^ 1� O.C. � 1� O.C. LK W/ x9 ANCHOR BOLT W/ i�' O.C. BLK W/ "x9" ANCHOR BOLT W/ 2" WASHER SET IN SIMPSON 8" CMU 8" CMU 2" WASHER SET IN SIMPSON S" CMU ; I TH OXY i I HIGH STRENGTH EPDXY 1" 1/2" GYP. WL. BD. ; I �� 1-11C�H STRENGTH EP GYP. WL. BD. 1/2 GYP. WL. BD. EMBED. MIN. 32" OC MAX. 1/2 G P EMBED. MIN. a 32 OC MAX. WOOD BASE -- WOOD BASE WOOD BASE ° 4 a"THICK, 2 COAT GEMENT d 4: �"THICK, 2 GOAT GEMENT ° a: ►---h-11 M �{--.�� PLASTER APPLIED PLASTER APPLIED d 4 DIRECTLY °: d TO MASONRY ° I 4 DIRECTLY TO MASONRY 4 ° ° 4 44 • • 4 d 1 -STORY GABLE -- 1- STORY GABLE W/ VAULT CLG. 1 STORY BLOCK WALL BLOCK WALL BLOCK WALL �. A � _ � � � B SCALE: 3/4"=V-0" SCALE: 3/4'=V-0" -0" SCALE: 3/4 -1 -0 2X4: ® 2X4: ® 2X4: CM SECURE TO BLOCK W/ WW SECURE TO BLOCK W/ SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK 51ZE .145 (MIN. SHANK SIZE .145 (MIN. SPANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ya') MIN. EMBEDMENT 1,V4*) MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END t WITHIN S' OF EACH END t WITHIN S' OF EACH END t IS' O.G. MAX SPACING. 18' O.G. MAX SPACING. 18' O.C. MAX SPACING. S' CMU 2X6: ® 2X6: ® ' 2X6: ® NOTE: STRUCTURAL 2X MUST Xs' DRYWALL SECURE t0 BLOCK W/2-% NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2--%' SECURE TO BLOCK W/1-1/4' BE ON OUTSIDE t SECURED 1"X4' OR i'X2' P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE t SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE t SECURED (MIN. SHANK SIZE .145° TAPCON MIN. 1-Y4' 1x4 POR %'X4' MIN. S .T. -CURE MIN HEAD SIZE 300 3i(6' TAPCON MIN. 1-Y4 MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 tHRU FRAME t EXTEND I -Ya' MIN. EMBEDMENT 1 Ya') EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1 Y4') si(6' TAPCON MIN. 1-Y4 MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK INTO BLOCK W/ W& TAPCONS WITHIN 8" OF EACH END t WITHIN S' OF EACH END t EMBEDMENT INTO BLOCK WITHIN S' OF EACH END ta, CMU „ OR DRIVE PIN 1S' O.G. MAX SPACING. S' CMU S CMU 18' D.C. MAX SPACING. X, DRYWALL. 1/16�� O.S.B. OR GDX (MIN_ SHANK SIZE .145 DRYWALL 18 O.C. MAX SPACING. , _ 2xs: MIN. HEAD SIZE 300 2XS: ® I'X4' OR 11X2' P.T. NAILER 2X8 ® J6' DRYWALL SECURE TO BLOCK W/1-1/4' I'X4' OR 11X2' P.T. NAILER TYVEK BUILDING WRAP SECURE To BLOCK W/2-�fg' SECURE To BLOCK EPN , MIN. EMBEDMENT 1 -Ya tAPGONS OR DRIVE PIN Na' O.S.B. X 4' MIN. tAPGONS OR DRIVE PIN I X4 OR I x2 P.T. NAILER WITHIN 8' OF EACH END t 18' (MN. SHANK SIZE TAPCONS OR DRIVEPIN D3fbOSB. X 4' MIN. PAPER BACK O.G. MAX SPACING (MIN. SHANK SIZE .145 `—DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING DOOR CASINGS MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 GALV'D MTL. LATH DOOR CASING MIN. HEAD SIZE 300 ---DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Ya'J DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) ATTACH TO 2X PER ATTACH TO 2X PER WITHIN 8' OF EACH END t ATTACH TO 2X PER „ DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t MANUFACTURES DETAILS. WITHIN S OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. TEXTURED ATTACH TO 2x PER 18' O.C. MAX SPACING. 18 O.C. MAX SPACING. F IN f SH e WOOD MANUFACTURES DETAILS. WOOD WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED t0 PLUMB JAMS (DO NOT EXCEED Y4,) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED l CONSTRUCTION DOOR JAMB TO BLOCK +3 4 OR +5 4 DOOR JAMB TO BLOCK +1-15/16" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16" BLOCK +3 4 OR +5 4 WINDOW TO BLOCK +1-15 16" WINDOWjj$_o�LOCK +3 z (�)�N�DOW�TO CALE: I"=1'-0' C E SCAL SCALE: 1 ■1 -0' 2X4: CiD 2x4: ® 2x4: ® 2x4: ® SECURE t0 BLOCK W/YO' S" CMU SECURE t0 BLOCK W/ SECURE t0 BLOCK W/ �(b' SECURE t0 BLOCK W/ IN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PN TAPCONS OR DRIVE PN 1/2" TEXTURED (MIN. SHANK SIZE J45 (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MN. HEA(MIN. SHANK SIZE J45 (MIN. AD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 , FINISH a MASONRY MIN. EMBEDMENT 1 A") MIN. EMBEDMENT 1 XV) MIN. EMBEDMENT 1 A') NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT 1 Ya ) WITHIN S' OF EACH END t WITHIN 8' OF EACH END t WITHIN S' OF EACH END t BE ON OUTSIDE t SECURED WITHIN S OF EACH ENO t 18' O.C. MAX SPACING. 18' O.G. MAX SPACING. 18' O.C. MAX SPACING. THROUGH NON-STRUCTURAL 18' O.G. MAX SPACIW 2X6: ® 2X6: ® 2X6: ® %' TAPCON MIN. 1-Y4' SECURE BLOCK W/I-1/4' SECURE TO BLOCK W/2-%' SECURE TO BLOCK W/2-Wr, NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-s(�' EMBEDMENT INTO BLOCK.TAFICONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAI -CONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE t SECURED TAPCONS OR DRIVE PIN 8' CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE t SECURED (MIN. SHANK SIZE J45 (MIN. SHANK SIZE J45 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE A45 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 %1 TAPCON MIN. I-V MR HEAD SIZE 300 )�' DRYWALL MIN. HEAD SIZE 300 THROUGH NDN -STRUCTURAL WEEP SCREED MIN. EMBEDMENT 1 Y4') %w TAPCON MIN- 1-Y4 MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Ya') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 YO') I'X4' OR I'X2' P.T. NAILER WITHIN S' OF EACH END t WITHIN 8" OF EACH END t 8, GNIU WITHIN S' OF EACH END t WITHIN S' OF EACH END t EMBEDMENT INTO BLOCK. DETAIL @ V V O O D T O 18' O.C. MAX SPACING. 18' O.C. MAX SPACINGS. 2ND C SECURE TO 18' O.G. MAX SPACING. S' CMU 18 O.G. MAX SPACING. : 8' GMU � DRYWALL STRUCTURAL MEMBER W/(2)12d 2X8: 2X8: ® 2X8: ® , , 2XS: ® WITHIN 8' OF EACH END t 6' :S' DRYWALL LOCK K CONNECTION DRYWALL I X4 OR I X2 P.T. NAILER SECURE TO BLOCK W/2 -:{b' SECURE t0 BLOCK WPIN , L SECURE t0 BLOCK W/2-9ii6' SECURE t0 BLOCK W/2-3i{g t0 8 O.G. MAX TAPCONs OR DRIVE PIN I X4 OR 1X2 P.T. NAILER _ - TAPCONS OR DRIVE PIN 1'X4 OR 1X2 P.T. NAILER TAPCONS OR DRIVE PIN 1 P.T. X 4 MIN. TAPCONS OR DRIVE PIN " i n (MIN. SHANK SIZE .145 DOOR CASINCx (MIN. SHANK 5I7E .145 `—DOOR CASING (MIN. SPANK SIZE .145 DOOR CASINGS (MIN. SHANK SIZE .145 1' P.T. X 4' MX MIN. HEAD SIZE 300 SCALE.- I 1/2 - 1 MIN. HEAD SIRE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 �� DOOR JAMB OR WINDOW DOOR CASING DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4"J MIN. EMBEDMENT 1 Y4 ) MIN. EMBEDMENT 1 Ya') ATTACH t0 2X PER DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) ATTACH TO 2X PER ATTACH TO 2X PER WITHIN S' OF EACH END t WITHIN S' OF EACH END t WITHIN 8' OF EACH END t MANUFACTURES DETAILS. WITHIN 8" OF EACH END t MANUFACTURES DETAILS. MANUFACTURES DETAILS. ATTACH TO 2X PER 18' O.C. MAX SPACING. 1S' O.C. MAX SPACING. 18' O.G. MAX SPACING. 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/299 DOOR JAMB TO BLOCK +2 1/�4" " DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4 WINDOW TO BLOCK +1-1 2" WINDOW TO BLOCK +2 1/4 0__jg�O7��LOCK +3 WINDOW TO BLOCK +3 3 4 SCALE: 1'=1'-0' SE: A R C H I T E TTST) r,r�l f Desn Groupinc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bd es igngrou p. com AA #: 0003325 ti w w w O z A U h 0 A m SUBDIV. & LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: "2199" GARAGE SWING: LEFT PAGE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITECT: STATE OF FLORIDA D -- : 08/26/10 S ALE: 1/4"=1'-0" SHEET D3 OP'l 6 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER #1S FELT PAPER ON OVER #1S FELT PAPE; ON 2x4 BLOCKING BE O.S.B. SHEATHING OR �" -i/16 O.S.B. SHEATHING OR TRUSSES AT FIRST TWO BAYS GDX PLYWOOD SECURED 4'-0" O.C. (AT SHEATHING GDX PLYWOOD SECURED SEAMS) . PER NAILING SCHEDULE PER NAILING SCHEDULE PRE -ENG TRUSS MTL. DRIP EDGE PRE -ENG GABLE TRUSS SEEENERGY CODE FORMS 2x4 SUB -BAND CONT. 2x4 RAT RUN SECURED MTL. DRIP EDGE W/ (2) 12d's EACH TRUSS FOR INSULATION R -VALUES. ALUM. SOFFIT 2x4 SUB -BAND S" GYPSUM BOARD OR STIFFBACK AT ALL VENTED ALUM. HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" SOFFIT BOARD HIGH (SEE SEALED ENG. DOUBLE TOP PLATE TWIST STRAP VERIFY W/ FOR SIZE 4 CONDITION) TRUSS PLAN SECURE 2x4 PLATE TO SEE ENERGY CODE FORMS WINDOW HEADER SIZE 3 FOR INSULATION R -VALUES. VARIES PER WINDOW WALL W/ S"x6" THRU-BOLTS OPENING SEE HEADER 32 O.C. MAX THEN" GYPSUM BOARD OR S SPAN CHART FOR SECURE GABLE TO 2x4 HIGH STRENGTH CLG. DETAILS WINDOW ATTACHMENT AS PLATE W/ 12d's 8" O.G. MAX PER MANUFACTURES OR BOARD 16 0.5.5. SHEATHING OR SPECIFICATIONS SECURE GABLE TO DBL DOUBLE TOP PLATE CDX PLYWOOD. TOP PLATE W/ SIMPSON ATTACHED PER NAILING WINDOW SILL HTC4 im 24" O.G. MAX SCHEDULE ON SHEET D5.2x STUDS 16" O.C. MAX W/ WINDOOW HEADER SIZE WINDOW ATTACHMENT AS R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER Y8" THICK 3 COAT CEMENTOPENING SEE HEADER SPAN SPECIFICATIONS PLASTER OVER GRADE" T 4 G SUBFLOOR GLUED CHART FOR DETAILS WINDOW SILL AND NAILED AS PER r OHEATHING O .S.5. SR „ "D" FELT PAPER BACK NAILING SCHEDULE � � METAL LATH OVER GDX PLYWOOD. 2x STUDS e 16 O.C. MAX W/ APPROVED HOUSE WRAP R-11 BATT. INSUL. MIN. OR GRADE D FELT ATTACHED PER NAILING PAPER SCHEDULE ON SHEET D5 4" T 4 G SLI5FLOOR GLUED NOTE: SHEATHING MUST Ya" THICK, 3 COAT CEMENT AND NAILED AS PER NOT BREAK 1'-O" MIN. PLASTER OVER GRADE NAILING SCHEDULE FROM 2ND FLR LINE D FELT PAPER BACK PRE -ENG FLOOR TRUSS METAL LATH OVER 2x4 CONT. 0 TOP AND(INSTALL PER MFG. SPECS.) APPROVED HOUSE WRAP. BT. OF FLR TRUSS (TOP OR GRADE "D" FELT 2x4 SUPPORTS BT GYPSUM BOARD OR PAPER PLATE OF 2ND FLR, BT. HIGH STRENGTH CLG. 2x4 15 FOR WALL BOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRUSS SHEATHING NAILER) CONC. FILLED LINTEL BLK NOT BREAK 1'-O" MIN. (INSTALL PER MFG. SPECS.) W/ (1) 05 REBAR CONTINUOUS FROM 2ND FLR L INE S WEEP $CREED " GYPSUM BOARD OR (SEE DETAIL 2 D R-4.2 BATT. INSUL. 2x4 CONT. e TOP AND HIGH STRENGTH CLG. PRECAST LINTEL 5T. OF FLR TRUSS (TOP BOARD EMBED. STRAP VERIFY 2x4 SUPPORTS BT W/ TRUSS PLAN �.. WINDOW ATTACHMENT AS PLATE OF 2ND FOR, BT. GONG. FILLED LINTEL BLK PER MANUFACTURES 2x4 IS FOR WALL W/ (1) ' RESAR CONTINUOUS SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL "THICK, 2 COAT CEMENT PRECAST SILL WINDOW ATTACHMENT AS PLASTER APPLIED (1) #5 REBAR VERTICALLY WEEP SCREED PER MANUFACTURER DIRECTLY TO MASONRY W/ CONC. POUR CELL (SEE DETAIL 2A) SPECIFICATIONS I Ix2 P.T. FURRING STRIPS PRECAST SILL 2—STORY 16" O.C. EMBED. STRAP VERIFY (1) *✓ REBAR VERTICALLY " CMU W/ TRUSS PLAN S FIRST FLOOR a l W/ coNc. POUR CELL I/2" GYP. WL. BD. '"THICK, 2 COAT CEMENT �' - 1x2 P.T. FURRING STRIPS BLOCK SECOND WOOD BASE PLASTER APPLIED Q 16" O.C. DIRECTLY TO MASONRY FLOOR FRAME ; � all cMu 1 SCALE: 3/4'=V-0'1/21 1/2" GYP. WL. 5D. ' 9 STORY GABLE woo As D BASE FIRST FLOOR a.°. ...4 BLOCK SECOND a a FLOOR FRAME 1A a " ° SCALE: 3/4 =1 -O a' • ° d • @i 4 O.S.B. SHEATHING OR CDX 2x STUDS 6 16" O.G. MAX W/ PLYWOOD. ATTACHED PER R-11 BATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS -8 16" O.G. MAX W/ 1/lro" O.S.B. OR GDX DS R-11 BATT. INSUL. MIN. T 4 G SUBFLOOR GLUED �"THICK, 3 GOAT CEMENT 4" T � G SUBFLOOR GLUED TYVEK BUILDING WRAF AND NAILED AS PER NAILING SCHEDULE PLASTER APPLIED TO METAL AND NAILED AS PER - PAPER BACK LATH OVER 2 LAYERS OF NAILING SCHEDULE GALV'D MTL. LATH GRADE D BUILDING PAPER /S" TEXTURED OR PAPER BACKED LATH FINISH a WOOD OVER AN APPROVED HOUSE WOOD WEEP SCREED WRAP CONSTRUCTION a: Z 0- 1 RIM BOARD ( INSTALL PERzp- PRE-ENG MFG. SPECS.) TJ FLOOR TRUSS PRE -ENG TJ FLOOR TRUSS S" GMU SCREED REED " GYPSUM BOARD OR (SEE DETAIL 2A) " GYPSUM BOARD OR " 1/2" TEXTURED HIGH STRENGTH CLG. BOARD EMBED. STRAP VERIFY NIGH STRENGTH CLG. F(NIS+� MASONRY SIMPSON HETA-16 EMBED. W/ TRUSS PLAN (PAD BOARD STRAP -a 32" O -C_ MAX VERIFY WHERE NEEDED) CONC. FILLED LINTEL BLK W/ TRUSS PLAN �"THICK, 2 COAT GEMENT W/ (1) *S REBAR CONTINUOUS PLASTER APPLIED P SCREE D DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ DETAIL @) WOOD TO 2 PERPENDICULAR PRE ' ENG FLOOR TRUSSLOCK CONNECTION SCALE: 3/4"=1'-0" A SCALE: 11/2'=V-0" (—AR C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #:0003325 SUBDIV. & LAT: TUSCA PLACE SOUTH LOT #2034 PROJECTS 1703.00 MODEL: "2199'' GARAGE SWING: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT:, STATE OF FLORIDA JAM S ANTWELL AR NO 12079 PR�TT 06/26/10 DATE: SCALE: 1/4"10-001 SHEET ID AF �1� w w w w 0 q u h 0 :Zt A SUBDIV. & LAT: TUSCA PLACE SOUTH LOT #2034 PROJECTS 1703.00 MODEL: "2199'' GARAGE SWING: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT:, STATE OF FLORIDA JAM S ANTWELL AR NO 12079 PR�TT 06/26/10 DATE: SCALE: 1/4"10-001 SHEET ID AF �1� 4 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 1*15 FELT PAPER ON OVER #15 FELT PAPER ON 2x4 BLOCKING BETWEEN MIN Ze 0.5.5. SHEATHING oR° -I/16" o.S.B. SHEATHING OR1" TRUSSES AT FIRST TWO BAYS z CDX PLYWOOD SECURED CDX PLYWOOD SECURED 4'-0" O.G. CAT SHEATHING PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS) PRE -ENG TRUSS MTL. DRIP EDGE PRE -ENG GABLE TRUSS MTL. DRIP EDGE �� SEE ENERGY CODE FORMS 2x4 SUB -BAND CONT. 2x4 RAT RUN SECURED FOR INSULATION R -VALUES. ALUM..SOFFIT W/ (2)126's e EACH TRUSS 2x4 SUB -BAND S" GYPSUM BOARD ORa° STIFFBACK AT ALL VENTED ALUM. HIGH STRENGTH GLG. UPRIGHTS OVER 4'-10" SOFFIT BOARD HIGH (SEE SEALED ENG. DOUBLE TOP PLATE TWIST STRAP VERIFY W/ FOR SIZE CONDITION) TRUSS PLAN SECURE 2x4 PLATE TO SEE ENERGY CODE FORMS WINDOW HEADER SIZE3"x6" THRU-BOLTS FOR INSULATION R -VALUES. WALL W/ VARIES PER WINDOW g OPENING SEE HEADER 5 32' O.C. MAX THEN �GYPSUM BOARD OR CU " SPAN CHART FOR SECURE GABLE TO 2x4 HIGH STRENGTH CLG. DETAILS — WINDOW ATTACHMENT AS PLATE W/ 12d's a" O.C. MAX -1 O S S AT N 1" PER MANUFACTURES OR BOARD 16 .B. HE HI GOR 2 SPECIFICATIONS SECURE GABLE TO DBL DOUBLE TOP PLATE CDX PLYWOOD. TOP PLATT= W/ SIMPSON ATTACHED PER NAILING WINDOW SILL HTC4 0) 24" O.G. MAX SCHEDULE ON SHEET D5. 2x STUDS 16" O.G. MAX W/ WINDOOW HEADER SIZE WINDOW ATTACHMENT AS R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER THICK, 3 COAT CEMENT OPENING SEE HEADER SPAN SPECIFICATIONS PLASTER OVER GRADE 4" T G SUBFLOOR GLUED CHART FOR DETAILS WINDOW SILL "D" FELT PAPER BACK AND NAILED AS PER O.S.B. SHEATHING OR 2" " METAL LATH OVER - NAILING SCHEDULE 6 CDX PLYWOOD. 2x STUDS a 16 O.C. MAX W/ APPROVED HOUSE WRAP ATTACHED PER NAILING R-11 BATT. INSUL. MIN. OR GRADE "D" FELT SCHEDULE ON SHEET D5 PAPER " T G SUBFLOOR GLUED NOTE: SHEATHING MUST/8" THICK, 3 COAT CEMENT AND NAILED AS PER PLASTER OVER GRADE NAILING SCHEDULE NOT BREAK 1'-0" MIN. - "D" FELT PAPER BACK FROM 2ND FLR LINE FRE -ENG FLOOR TRUSS 1" IETAL LATH OVER 2x4 CONT. TOP AND (INSTALL PER MFG. SPECS.) APPROVED HOUSE WRAP BT. OF FLR TRUSS (TOP OR GRADE "D" FELT 2x4 SUPPORTS BT - s" GYPSUM BOARD OF, PAPER PLATE OF. 2ND FLR, BT. HIGH STRENGTH GLG. a 2x4 IS FOR WALL BOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRUSS SHEATHING NAILER) CONC. FILLED LINTEL BLK NOT BREAK 1'-O" MIN (INSTALL PER MFG. SPECS.) W/ (1) REBAR CONTINUOUS FROM 2ND FLR LINE $" GYPSUM BOARD OR 2" WEEP SCREED R-4.2 BATT. INSUL. 2x4 CONT. 6 TOP AND HIGH STRENGTH CLG. (SEE DETAIL 2A) BOARD BT. OF FOR TRUSS (TOP EMBED. STRAP VERIFY PRECAST LINTEL 2x4 SUPPORTS BT GONG. FILLED LINTEL BLK W/ TRUSS PLAN WINDOW ATTACHMENT AS PLATE OF 2ND FLR, BT. PER MANUFACTURES W/ (1) REBAR CONTINUOUS 2x4 IS FOR WALL SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL. "THICK, 2 COAT CEMENT PLASTER APPLIED PRECAST SILL WEEP SCREED WINDOW ATTACHMENT AS (1) "S REBAR VERTICALLY PER MANUFACTURER DIRECTLY TO MASONRY W/ CONIC. POUR CELL (SEE DETAIL 2A) SPECIFICATIONS 1x2 P.T. FURRING STRIPSPRECAST SILL 2— STORY 16 O.C. EMBED. STRAP VERIFY (1) 05 REBAR VERTICALLY W/ TRUSS PLAN FIRST FLOOR I a' CMU W/ CONC. POUR CELL BLOCK SECOND 1/2" GYP. WL. BD. ""THICK, 2 COAT GEMENT I" 1x2 P.T. FURRING STRIPS WOOD BASE PLASTER APPLIED 16" O.C. FLOOR FRAME DIRECTLY To MASONRY Is" CMUSCALE: 3/4'=1'-0" d ° 1/2" GYP. WL. BD. 2—STORY GABLE UJOOD BASE d FIRST FLOOR d.°. ...a BLOCK SECOND 1A FLOOR FRAME a SCALE: 3/4"=11-011 ° d 16 O.S.B. SHEATHING OR z" CDX 2x STUDS -s 16" O.C. MAX W/ PLYWOOD. ATTACHED PER R-11 BATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS fD 16" O.C. MAX W/ x/16" O.S.B. oR' CDX " T G SUBFLOOR GLUED D5 R-11 BATT. INSUL. MIN. TYVEK BUILDING WRAF AND NAILED AS PER THICK, 3 COAL GEMENT T 4 G SUBFLOOR GLUED NAILING SCHEDULE PLASTER APPLIED TO METAL AND NAILED AS PER x PAPER BACK LATH OVER 2 LAYERS OF NAILING SCHEDULE GALVV MTL. LATH GRADE D BUILDING PAPER ...... TEXTURED OR PAPER BACKED LATH _ FIN15H a WOOD OVER AN APPROVED HOUSE WOOD WEEP SCREED WRAP CONSTRUCTION 2x4 CONT. 6 TOP AND BT. OF _ z a- FLR TRUSS (TOP 2x4 N 4 SUPPORTS BT PLATE OF 2ND PRE -ENG FLOOR TRUSS FLR, Bt. 2x4 IS FOR WALL PRE -ENG FLOOR TRUSS S" CMU SIMPSON HETA-16 EMBED. SHEATHING NAILER) $" GYPSUM BOARD OR I/2" TEXTURED STRAP e 32" O.G. MAX VERIFY WEEP SCREED HIGH STRENGTH CLG. FINISH 6 MASONRY W/ TRUSS PLAN (SEE DETAIL 2A) BOARD EMBED. STRAP VERIFY 8" GYPSUM BOARD OR i" W/ TRUSS PLAN CONC. FILLED LINTEL BLK HIGH STRENGTH CLG. BOARD 1"THICK, 2 COAT CEMENT W/ (1) #5 REBAR CONTINUOUS PLASTER APPLIED WEEP SCREED DIRECTLY To MASONRY FLOOR CONNECTION AT PARALLEL/ DETAIL @) WOOD TO 2 PERPENDICULAR PRE—ENG FLOOR TRUSS 2A LOCK CONNECTION SCALE: 3/41=11-011 11 SCALE: 1.1/2' =1'-0" A R C H I T E C T S Design GrouFInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrouP.com AA #: 0003325 SUBDiv. & LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: "2199„ GARAGE STfMG: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: 'ATE OF FLOF t tL °, M� JA ES CANTWELL R NO 12079 DATE: 08/26/10 SCALE: 1/4"=1'-0" 0 w w 0 w � o � C4 z q U O A SUBDiv. & LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: "2199„ GARAGE STfMG: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: 'ATE OF FLOF t tL °, M� JA ES CANTWELL R NO 12079 DATE: 08/26/10 SCALE: 1/4"=1'-0" 0 *NOTE: NAIL 614EATHING TO ALL 2X ►45 PER EXT. SHEATHING NAILING, ad 4" O.C. M,4X 6 EDGES s 6"-S" O.C. MAX IN THE FIELD PRECAST HEADER(MN) A a X 4 (MIN a X 3)1-311(o TAPCON DBL. TOP PLATE SECURE 2 X RIP TO Flt OR DRIVE PIN (MIN SHANK SIZE.145 DBL. TOP PLATE W/2 -lads 6'-s' O.C. MAX. MIN HEAD SIZE 300 2X4 16' O.G. MAX. 1/8" TEXTURED FINISH MIN EMBEDMENT 1 1/4') 1/16" OSB SHEATHING 8' FROM EACH END AND 18'x= 2 X 4 16' O.G. MAX D.C. MAX. MIN 1-1/4' EMBEDMENT �� 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON(WHEN OVER 16' IN HIEGHT.) OR DRIVE PIN (MIN SHANK SIZE.145�' SECURE 2X4 W/ 2-3V 2 X 4 (WHEN OVER 16' IN NIEGHT.) MIN HEAD SIZE 300 TAPCONS OR DRIVE PIN MIN EMBEDMENT 1114') (MIN. SHANK SIZE .145 MIN. GL TEMPERED 3d'S W -TE 8' FROM EACH END AND IS' HEAD 517E 300 MIN. GLUE < NAIL W/8d'S S'-12' D.G. O.G. MAX. MIN 1-1/4' EMBEDMENT EMBEDMENT l Y4' W/IN 8` IF NEEDED. 2 X 8 (MIN 2 X 3) 2-3/16 TAPCONEA. END NOT TO EXCEED BT. PLATE 2 X SOLID BLK'G 6 ARCH OR DRIVE PIN (MIN SHANK SIZE.145 18' O.G. MAX SECURE W/2 -12d EACH END MIN HEAD SIZE .300 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/ ATTACHMENT PER 8' FROM EACH END AND 18' MIN. 2-12d V11PER BLK EA. END MTLU UWOW FRAMESPEG'S. O.C. MAX. MIN 1-1/4' EMBEDMENT 1/16' OSB SHEATHING I/2' PLYWOOD CMU WALL 2X4 SOLID OR '1/16' 0.58. *NOTE: NO GAP 6 WDW FRAME BLOCKING SECURE TO EXCEED 1/4' TO SHEATHING WITH ARCHWAY DETAIL MIN. 2-124 PER BLK EXTERIOR ARCHWAY ARCHWAY DETAIL EA' END WITH WINDOW CUTAWAY QLq� AND UNDER 2 A SCALE: 1/2'-1'-0' SCALE: I/2' 1' -0' SCALE: 1/2' =1'-0' DBL. TOP PLATE 2X4 Ib' O.C. MAX. SECURE 2X4 TO WOOD W/2 -12d o 6"-8' O.C. STAGGERED SECURE 2X4 W/ 2-3,f6' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT i Y4' WIN 8' EA END NOT TO EXCEED 18' O.G. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER BLK EA END 3 EXTERIOR ARCHWAY SCALE: 1/2"ml'-O' lO. x` O.S.B. OR/,' PLYWOOD SHEATHING 2U. 015 BLDG. FELT O3 24' WIDE 26 GA GALVANIZED METAL FLASHING MUST ADD 01910, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. FIBERGLASS SHINGLES PRI-55-FA5 TRUSS 1/2' CLG. BOARD 4 TEXT. SIMPSON 51=4 2X4 DBL. TOP PLATE IF B EVERY I/2" DRYWALL ' OTHER STUD 2X4 WOOD STUDS 016' O.G., UN.O. ON TRUSS PLAN 2X4 CONT. STRESS -BLOCKING MID -WALL 2X4 PT. PLATE SIMPSON SP4 32' O.G. MAX 1/2'X9" A.B. 32' O.C. 1' EMBEDMENT irO e 4. GONG. SLAB 2 +'5's CONT. 1 -STORY (DINT. BEARING WALL SCALE: 1/2' =1' -0' NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. PRECAST HEADER(MIN) �-- CONT. 2x4 SPF RAT RUN ' 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON SECURED W/ (2) 12d's EACH OR DRIVE PIN (MIN SHANK SIZE.145 TRUSS MIN HEAD SIZE 300 (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) WALL STUDS SGURE 12d'a 0 EACH TRUSS (DIAGONAL MIN EMBEDMENT 1 1/4'), X -BRACING TO COVER 5 -TRUSSES (3) 12d's EACH END GYPSUM BOARD OR 2x DOUBLE TOP PLATE HIGH STRENGTH GLG. HIGH 8' FROM EACH END AND 18' NOTE- BOARD MTS -12 a EVER STUD DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE. m DIAGONAL BRACE TO BE ® ANY SPAN 15'-0" OR GRATER REFER t0 2X4 BT. PLATE O.C. MAX. MIN 1-1/4" EMBEDMENT TO EXTEND BEYOND THICKNESS 0'-0' TO 30'-0' (1) X -BRACE 30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE a CENTER AND (2) 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON DORMER �TTAHMENTGABLE X -BRACING 8 LE: 1/2' =1'-0' OR DRIVE PIN (MIN SHANK SIZE.145 TO FSG 2001 (3) 10d CUT NAILS 2R+1T=24 -2E) MIN HEAD SIZE 300 3/16" MAX. VAi�IATION IN RISERS/TREADS SLEEPER INTO ADJACENT TO EACH OTHER MIN EMBEDMENT 1 1/41) 3/5" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. S' FROM EACH END AND 1S' O.G. MAX. MIN 1-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON uj OR DRIVE PIN (MIN SHANK 6IZE.145 MIN HEAD 61ZE 300 1/16' OSB SHEATHING= MIN EMBEDMENT 1 1/49 2X4 16' O.G. MAX. 8' FROM EACH END AND 18' (WHEN OVER 16' IN HEIGHT.) O.G. MAX MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BLK EA. END ARCHWAY DETAIL 4 16 AND UP SCALE: 1/2' =1' -0' �-�CLOSED VALLEY FLASHING DETAIL N 7.s. DOUBLE TOP PLATE 2x CONTINOU5 STRE55 BLOCKING MID WALL 2x STUDS 0 16' O.G. MAX I" T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 a 32' O.G. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x GONTINOUS STRESS BLOCKING MID WALL 2x STUDS A 16' O.G. MAX 1/2' GYP. WL. BD. SECURE BT. PLATE TO SLAB W/ �'xV ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. SIMPSON 61=4 a 32' O.G. MAX INT. 2 -STORY L. B. W. SCALE: 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND IS" EXISTING BLK ABV. O.G. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/8" TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZEJ45 MIN HEAD SIZE 300 1/16' OSB SHEATHING MIN EMBEDMENT 1 1/4') 2 X 4 16' O.G. MAX. 8' FROM EACH END AND 18' (WHEN OVER 16' IN HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 16' IN HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.145 2 X SOLID BLK'G a ARCH MIN HEAD SIZE 300 SECURE W/2 -12d EACH END MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' ATTACHMENT PER O.C. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPEC'S. MTL WDW FRAME 1/4' TEMPERED MASONITE 'NOTE: NO GAP 0 WDW FRAME C=LUE 4 NAIL W/8d'5 8'-12' O.C. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL B CUTAWAY SCALE: ASPHALT SHINGLES OVER M 15 FELT ON 1/16' 0.5$. PRE -ENG TRU55E5 OR PRE -ENG GABLE TRUSS CONY. FRAMED RAFTERS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES At RST TWO BAYS 4'-0' O.C. (AT SHEATHING S J' O.S.D. SHEATHING OR I' --I COX PLYWOOD. SECURED PER NAILING SCHEDULE 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS - Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS - 2x RAFTERS - Ix8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) lod GUN NAILS 0 EA. TRUSS- Is RAFTER TO TRU55 MT5-12 CREATE VOID FOR STRAP PENETRATION - ROOF DECKING OVER PRE -ENG TRUSSES - PRE -ENG. TRUSS - ALTERNATE CONNED ION MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES - 1 CO512 ��D ROOF SCALE/2 0'-0' TO 30'-0' (l) 'X' BRACE 30'-I' TO 60'-0' (3) 'X' BRACE 0 'X' BRACE a CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER -f • 15 FELT ON 1/16' O.S.B. (2) 2X4 02 GYP DIAGONAIL BRACE --� W/ 3-12d a EA TRUSS ( DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS SPF STIFFBACK (SEE SEALD ENCS. PACK FOR SIZE 4 CONNECTION) 1/16' OSB SHEATHING USE 8d NAILS At 4' oz. EDGE 4 6' o c. FIELD 2X4 W/ 3/8' X 5 LAG 632' D.G. MAY OR SIMPSON MST 24 6 32' O.C. MAX. � SHEATHING NAILING TO BE 6'-8' O.C. IN FIELD 4" O.G.GALL EDGES W/Sd NAILS DSL 2X6 SCALE: 1/2'-1'-0" FINISH 6 LANDING 3/4" PLYWOOD F.F. COMMOM TRUSS 24' oz. 1/2` GLG. BOARD NAIL CONT. RAT RUN TO -TRUSS W/ (2) 12d 0 EA. TRUSS 2X4 GYP RAT ADJACENT -t0 DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16' O.G. MAX. 12" • 1115 UPLIFT S IMPSOM PTSM20 11/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL M 2350 UPLIFT (2) SIMPSOM HTSM20 ONE EA. SIDE OF TRUSS OPPOSITE SIDE OF BLOCK W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAPCONS MIN. 2' COVER 2' APART 1� TRUSS ANCHOR RETROFIT N.T.s. z 36" MIN. FINISH 1 3/4" PLYWOOD WITH 4 12-D COMMON& WINDER DETAIL LANDING DETAIL NAILED THRU 3/4" FINISH 6 LANDING__\ PLYWOOD INTO 3/4" PLYWOOD F.F. EACH STRINGER 3-2x12 5YP STRINGER DBL 2X12 CUT T READ REINFORCED W/2X4 SPFORFLOOR JOIST W/CONT. BEAD OF __---1X8 RISER SUB -FLOOR ADHESIVE Im' LESS THAN 4" TYP. BETWEEN SPINDLES PL -400 OR SIMILAR �-- CONT. 2x4 SPF RAT RUN ' SECURED W/ (2) 12d's EACH II TRUSS 2x4 BLOCKING UNDER (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) WALL STUDS SGURE 12d'a 0 EACH TRUSS (DIAGONAL BETWEEN TRUSS BAYS W/ X -BRACING TO COVER 5 -TRUSSES (3) 12d's EACH END GYPSUM BOARD OR 2x DOUBLE TOP PLATE HIGH STRENGTH GLG. HIGH STUDS A 16' O.G. NOTE- BOARD MTS -12 a EVER STUD DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE. m DIAGONAL BRACE TO BE ® ANY SPAN 15'-0" OR GRATER REFER t0 2X4 BT. PLATE TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. TO EXTEND BEYOND THICKNESS 0'-0' TO 30'-0' (1) X -BRACE 30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE a CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END DORMER �TTAHMENTGABLE X -BRACING 8 LE: 1/2' =1'-0' SCALE: 1/2' =1'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS - Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS - 2x RAFTERS - Ix8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) lod GUN NAILS 0 EA. TRUSS- Is RAFTER TO TRU55 MT5-12 CREATE VOID FOR STRAP PENETRATION - ROOF DECKING OVER PRE -ENG TRUSSES - PRE -ENG. TRUSS - ALTERNATE CONNED ION MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES - 1 CO512 ��D ROOF SCALE/2 0'-0' TO 30'-0' (l) 'X' BRACE 30'-I' TO 60'-0' (3) 'X' BRACE 0 'X' BRACE a CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER -f • 15 FELT ON 1/16' O.S.B. (2) 2X4 02 GYP DIAGONAIL BRACE --� W/ 3-12d a EA TRUSS ( DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS SPF STIFFBACK (SEE SEALD ENCS. PACK FOR SIZE 4 CONNECTION) 1/16' OSB SHEATHING USE 8d NAILS At 4' oz. EDGE 4 6' o c. FIELD 2X4 W/ 3/8' X 5 LAG 632' D.G. MAY OR SIMPSON MST 24 6 32' O.C. MAX. � SHEATHING NAILING TO BE 6'-8' O.C. IN FIELD 4" O.G.GALL EDGES W/Sd NAILS DSL 2X6 SCALE: 1/2'-1'-0" FINISH 6 LANDING 3/4" PLYWOOD F.F. COMMOM TRUSS 24' oz. 1/2` GLG. BOARD NAIL CONT. RAT RUN TO -TRUSS W/ (2) 12d 0 EA. TRUSS 2X4 GYP RAT ADJACENT -t0 DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16' O.G. MAX. 12" • 1115 UPLIFT S IMPSOM PTSM20 11/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL M 2350 UPLIFT (2) SIMPSOM HTSM20 ONE EA. SIDE OF TRUSS OPPOSITE SIDE OF BLOCK W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAPCONS MIN. 2' COVER 2' APART 1� TRUSS ANCHOR RETROFIT N.T.s. z 36" MIN. FINISH 1 3/4" PLYWOOD WITH 4 12-D COMMON& WINDER DETAIL LANDING DETAIL NAILED THRU 3/4" FINISH 6 LANDING__\ PLYWOOD INTO 3/4" PLYWOOD F.F. EACH STRINGER 3-2x12 5YP STRINGER DBL 2X12 CUT T READ REINFORCED W/2X4 SPFORFLOOR JOIST W/CONT. BEAD OF __---1X8 RISER SUB -FLOOR ADHESIVE Im' LESS THAN 4" TYP. BETWEEN SPINDLES PL -400 OR SIMILAR II IIS EA HORIZONTAL RUN W SECURE TREADS TO STRINGER u� W/(3)105 3" SCREWS 6 EA m STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING - NOTE. w STAIRS RISERS TO CONFORM TO FSG 2001 (3) 10d CUT NAILS 2R+1T=24 -2E) @ 2X4 P.T. 3/16" MAX. VAi�IATION IN RISERS/TREADS SLEEPER INTO ADJACENT TO EACH OTHER 5LA5 3/5" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4" +-1/4" OR PROVIDE EaUIVALENT NAND RAI 1/2" DR"rWALL 1X10 TRIM - -1" NOSING TYP. GRASPABILITY q13 STAIR SECTION DETAILS WINDERS- MIN. 6" eWIDE NARROW END SCALE: 314"= 1'-0" MIN. 11 WIDTH -0 12 FROM NARROW END 34" MIN. HANDRAIL NGT. A R C H I T E C T S Design Group �nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: „2199" GARAGE SWING: LEFT PAGE: Misc. DETAILS ARCHITECT: STATE OF FLORIDA p' CANTWELL NO 12079 DT : 08/26/10 S :1/4"=1'-0 tt SHEET D 5 orl W w 0 v W uj I` o � Nil z O A ti 0 A m E-4 SUBDIV. & LOT: TUSCA PLACE SOUTH LOT #2034 PROJECT# 1703.00 MODEL: „2199" GARAGE SWING: LEFT PAGE: Misc. DETAILS ARCHITECT: STATE OF FLORIDA p' CANTWELL NO 12079 DT : 08/26/10 S :1/4"=1'-0 tt SHEET D 5 orl