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Home My WebLink About2601 Vineyard Cir (a) (2)I T Y 0 F A N 0 R D s P 2009 CITY OF SANFORD _ BUILDING & FIRE PREVENTION PERMIT APPLICATION V Application No: n Documented Construction Value: $ �t .lob Address: 2 LDL \ ulll C Y Yl Historic District: Yes ❑ No Parcel ID: 5 � - ouoo `o Tl 0 Zoning: Description of Work:Y Plan Review Contact Person: L�Clle�1� �tY1C1r1L�XY1 Title: Permnl rd. Phone: LAUR-2 tk)- 57-gq Fax: StAU - ?)UA- �IZ13 L -►nail: do i _ Property Owner Information dr hor rl . COnn Name -b- Q.- . HOr A -or) I � nC Phone: �-lu1 �So SZoo Street: 5253 EQ) . LC e h1-ud . U00 Resident of property?: City, State Zip: C 60.ndo j p � Jn ZL - Contractor Information Name sycuen R- L Phone. LAO UU- Street: 55o T: Co.. �CC '0'y CT QFax: I u 0 ?A)q - 92.1 J City, State Zip: Or kanO IF L- State License No.: C, -f be I Z21 Architect/Engineer Information Name: PA' 6 . des �q n 01Yoop , l ne - Phone: � 10� • ��1- l�O�lB street: 1Wy 1 n . Q oral V fXACA n �hkk)d. Fax: City, St, Zip: lury��d 0 E-mail: L-lAk Bonding Company: n 1 Q. Address: Mortgage Lender: Address: F) I Com. PERMIT INFORMATION Building Permit 'I Square Footage: L - m T- ZyOU Construction Type: SFR --No. of Stories: No. of Dwelling Units: 1 Flood Zone: Electrical ❑ New Service - No. of AMPS: Plumbing ❑ New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: -1 R P L A C E M E N T P L A N 40'-0" LFRAME 8Y OTHERS 20'-0" _L 6,-0" _ 1 _ 14'—O" r3 cv a car IM Trusses shown on this layout are a component part of the building and show truss location. Proper erection, temporary and permanent bracing design are the responsibility of the building de— signer or his engineer . Lateral bracing shown on the in— dividual truss drawings must be placed during tine fee, { 2t�F.rr"'n7e �Fie erection procedure. / JOB NO.: sT.ArU SOT: BLOC: ss ADD RLIS: •'"vtb.Gi913 SUBDIVISION: ScoaT4 APPROVED TRUSS ANCHOR BY BUILDER 20 MINIMUM TOP and BOFFOM CHORDS PLUMB CUT OVERHANG STANDARD HEEL HEIGHT 37-F 10 NONCONCURRENT POUND LOADING 12 J F_7�l / ,Q 1' 0" UNLESS NOTED OTHERWISE SE 8„ BRG. TYPICAL TRUSS END DETAIL_ ALL HANGERS USP OR SIMPSON HUS26 UNLESS NOTEDI B I NOTE: I YOUR SIGNATURE WILL ACKNOWLEDGE: r 1) AUTI-IORIZATION FOR FABRICATION. I I 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN S"IRICT ACCORDANCE WITH THIS PLACEMENT FLAN. I 3) RECEIPT AND USE OF "SCSI -01 Surnmary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED I WOOD TRUSSES" (TPI). r 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. I i S101ED r i TITLE _ DATE All spacing is 24" U.C., except as rioted. All walls shown are bearing, except as noted. All valleys Calculated with sheathing under. Number of girder plies to be determined by engineering, DO NOF CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, riot a requirerrlent. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING REGIION BRACING IS NOT THE RESPONSIBILITY OF IRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICARDR. PERSONS ERECTING IRUSSES ARE CAUTIONED 70 SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED To PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENr BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "BCSI—Dl Summary Shoot CUMMEN'TARY and RECOMMENDA110NS for HANDLING, INSFALLING & BRACING MEFAL PLAIE CONNECIEO WOOD IRUSSES' (TPI). IRUSSES ARE TO BE ERECIED AND FASIENEO IN A STRAIGHT AND PLUMB POSITION WHERE NO SIIEAIIIING IS APPBED DIRECTLY IO IIIE TOP CHORDS; II1EY SMALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN, BUSSES SHALL BE HANDLED W11H REASONABLE CARE DURING ERECTION FO PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS 'f0 TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 50U0 POUNDS, OR SKEWED, NO HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS, ASCE7-05 WIND and GRAVITY CRITERIA Exposure Category : C Bldg Category : 2 Wind Design Velocity : 110U MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1.33 Mean Roof I leight : Ti 5 ft. Stephen W. Waller Struct Eng #54395 4922 Dyer Dlvd 'MID, FL 33407 561-848-6646 E 06/18/09 F.0.(new drawin s for Orlando v — I I SOUTHERN (561) 848-6646 ffbi� -_ B UIL.DING :'ROD UCTS �� 4922 Dyer Boulevard West Palm Deach, FL 33407 CUSTOMER: D. HORrTON HOMES ILI LOT/BLK/SUED: w UNIT 19 70 ELEV. A B SCALE:�DA11: 3 16" 1'-0" 03/ 28/ 09 DRA1YN n't: 1 F�_ E�_- L— I x 11 aRAYlihl�3 NUMBER: 970—Liq ovm/ 2 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 5850 T.G. LEE BLVD. SUITE 600 ORLANDO, D.R.N 545E I" IODEL CHANCES FL, 32822 TEL: (407) 850-5200 BI). FAX: (407) 850-5300 CEILING CEILING N.T.S. NOT TO SCALE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD, LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 � Ole] ;r - www. arnortunt,. com CBC1252212 DESIGN CRITERIA: -FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. W/2009 SUPPLEMENT DESCRIPTION A/C I1/3/08 D.R.N 545E I" IODEL CHANCES ALTERNATE MFR. MANUFACTURER AMPERAGE MIN. MINIMUM -2007 FLORIDA FIRE PREVENTION CODE ALT. • NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION BI). -ALL LOCAL AND STATE CODES CL CABINET MTL. METAL CEILING CEILING N.T.S. NOT TO SCALE CAB. PLAN CLEAR O.C. ON CENTER CLG. "A" FRONT & REAR CONCRETE PL PROPERTY LINE CLR. "A" LEFT & RIGHT CARPET Y.B. PUSH BUTTON CONC. PLAN ELEVATION "A" & "B" PG CPT. -OCCUPANCY - RESIDENTIAL, GROUP R3 C.T. D. • CONSTRUCTION TYPE - VB DBL. • MIN. INTERIOR FINISH - CLASS B DIA. • BASIC WIND SPEED - 120 MPH (M/S) DIs . • 1 -STORY RESIDENCE - DP. •2 -STORY RESIDENCE - MAX. HEIGHT AS PER R. p& LOCAL AND STATE CODES DTL. SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 D.W. EA. USED FOR DESIGN INCLUDE: ELEV. • CONCRETE MASONRY RESIDENTIAL EQ' EXH. *CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-02 F.G./FX. .G. FFIN SQ.F1m . (`I �" �v CALC. S F R. ELEVATION S.H. SINGLE HUNG FLUOR. L I V INC� 1910 5Q. FT. FR. DR. FTC. GARAGE 400 SQ. FT. GA. GAR. DISP. G.F.I. ENTRY ELEV. "All s 11811 24 SQ. FT, FUEL GAS SL. SLIDING GL. ENTfP,Y ELEV. llc1l s llpll 101 SQ. FT. GYP. BD. FLOOR STD. STANDARD H.B. H.C. FRENCH DOOR SECTION HDR. TOTAL ELEV. "A" 4 "I3" 2400 5Q_ FT. HUP. OR HT INSUL. TOTAL ELEV. "C" 4 "D" 2403 SQ, FT. INT. FAT IO 35 5Q. FT. OFT. COV. FATIC 00 5Q. FT. ABBREVIATIONS REVISIONS ABOVE LAV. LAVATORY DATE DESCRIPTION AIR CONDITIONING MUM. LUMINOUS ADJUSTABLE M.C. MEDICINE CABINET' I1/3/08 D.R.N 545E I" IODEL CHANCES ALTERNATE MFR. MANUFACTURER AMPERAGE MIN. MINIMUM 4/20/09 R L REVISIONS - REMOVE "E"4 `F" ELEVATIONS PG PLUtI5-CUT OVERHANCx5, RAISE BRCx. NCxTS. TO BOARD M.T. METAL THRESHOLD CENTERLINE MTD. MOUNTED PG II II II $ ]� ELEVATIONS a - r �II ON 11,411LEVATIQNr,,- CABINET MTL. METAL CEILING CEILING N.T.S. NOT TO SCALE 2—FLOOR PLAN CLEAR O.C. ON CENTER 3A—ELEVATION "A" FRONT & REAR CONCRETE PL PROPERTY LINE 4A—ELEVATION "A" LEFT & RIGHT CARPET Y.B. PUSH BUTTON 5AB—TRUSS PLAN ELEVATION "A" & "B" PG 6—ELECTRICAL CERAMIC: TILE PH. PHONE DRYER PLT. PLATE D1—FOUNDArI'ION DETAILS PG D2—MISC. DOUBLE PLYWD. PLYWOOD DUAL GLAZED PR. PAIR D3-1—STORY WALL SECTIONS PG D4—MISC. DIAMETER P.T. PRESSURE TREA'T'ED DIMENSION R. RISER D5—MISC. DETAILS DISPOSAL RAD. RADIUS DEEP R.A.G. RETURN AIR GRILL DOOR REF, REFRIGERATOR DOWNSPOUT RM. ROOM DETAIL R.O. ROUGH OPENING DISHWASHER S.C. SOLID CORE EXTDR EACH S.D. SMOKE DETECTOR ELEVATION S.H. SINGLE HUNG EQUAL SHT. SHEET EXHAUST SHTHG. SHEATHING EXTERIOR SHWR. SHOWER FIXED GLASS SIM. SIMILAR FUEL GAS SL. SLIDING FINISH SL. GL. SLIDING GLASS FLOOR STD. STANDARD FLUORESCENT SWS SHEAR WALL FRENCH DOOR SECTION FOOTING TEMP. TEMPERED GLASS GAUGE THK. THICK GARBAGE DISPOSAL T.O.C. TOP OF CURB GROUND-FAUL'I' CIRCUI'I' T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GLASS TYP. TYPICAL GYPSUM BOARD U.N.O. UNLESS NOTED HOSE BIB OTHERWISE. HOLLOW CORE V.P. VAPOR PROOF HEADER W. WASHER HEIGHT W/ WITH INSULATION WD. WOOD INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT I RON FERMI DAYS; °�� t(,eq 5 -L.ASM—I OF SANIF INDEX OF' DRAWINGS SHEET # DESCRIPTION PG C1—COVER PAGE PG GN— GENERAL NOTES PG 1—FOUNDATION PLAN PG 1A—DOWEL PLAN PG 1B— LINTEL SCHEDULE PG 1C—WIND LOAD CALCULATIONS PG 2—FLOOR PLAN PG 3A—ELEVATION "A" FRONT & REAR PG 4A—ELEVATION "A" LEFT & RIGHT PG 5AB—TRUSS PLAN ELEVATION "A" & "B" PG 6—ELECTRICAL PLAN PG D1—FOUNDArI'ION DETAILS PG D2—MISC. DETAILS PG D3-1—STORY WALL SECTIONS PG D4—MISC. DETAILS PG D5—MISC. DETAILS A R C H IT E C T S 144'1_ N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & InT: TUS C KA SOUTH LOT X45 IPR®JIMCT# 1703.00 M®DIE11=: "1970„ GARAGE SWING: LEFT ]PAGIM: COVER PAGE ARCHITECT: STATE OF FLORIDA I,y?v v TWELL I IVCs 1 M79 DATE: 08/18/09 SCALE: 1/4"=1'-0" S11EET C 1 �� 0 t 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 WIND DIRECTIONALITY FACTOR (KD) 0.85 II. ATTICS WI STORAGE 20 III. ATTICS W/OUT STORAGE 10 PARTIALLY ENCLOSED BUILDINGS 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 WIND LOAD CRITERIA BASIC WIND SPEED 120 MPH WIND IMPORTANCE FACTOR (IW) 1.0 EXPOSURE CATEGORY B WIND DIRECTIONALITY FACTOR (KD) 0.85 INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBG 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/a 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 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN 1/4 INCH AND NOT MORE THAN % INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AGI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 31-0".FRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALT_ 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: L PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/z' 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 1/2" 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'/" 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 ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 1_1240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPUC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/a" PVC (SCHEDULE 40), INSULATED WITH'/z" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, %" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 311.2. A R C H I T E C T S Design Group in�. 1.442 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUDDIV. & LOT: TUS C KA SOUTH LOT #45 PIR0JECTIF 1703.00 MODEL.: "1970" GARAGE SWING: LEFT PACE: GENERAL NOTES ARCHITECT: STATE: OF FLORIDA 6'?/ JAS ANTWELL DATE: 08/18/09 SCALE: 1/4"=1'-0" SKEET GNop.1 L 4" 11 4 sOAK D1 P1 D1 I-0II / -0II / FOUNDATION PLAN-ELEVO ---------- A & B F - _�a !_AV. 1142X60 I TUB 1 1 0 79, F4 — — -_ SHWR OPT. OWNEDLICS BATH ELEVATION „c;,, X27'-9" 1O' -O" 2'-311 2411X24°X12" GONG. — -- — PAP W/3-05 BARS 4 1/211 E.W. ON CHAIRS =I MIN. 3" COYER 4 1 (2 TYP,) 1_A5 DI) -3 1/211 Tl �0'-2'I 5'-2" 4 �,� m U�J C' O'� s A R C H I T E C T S Design Group Inc. Z N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 TUSCKA SOUTH LOT X45 PROJECT# 1703.00 MODE1: „1970" LEFT l' T PAGE: ]F'OUNDATIO PLAN ARCHITECT: STATE OF FLORIDA y 16? NO 12079 DATE: 08/18/09 SCALE: 1 _1,_0,. SHEET OF -,r'I -Au DOWEL PLAN ELEVATION J 9999 � 99 A B ELEVATION „C„ & „ll„ A R C H IT E C TS Design Gurop �nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 � SUBDIV. & LOT: TUSOKA SOUTH LOT X45 IPIROJECT# 1703.00 MODEL: "1970" GARAGE SWIENG: LEFT' 'AGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA 6 �N,9 SIA S CANTWELL NO 12079 DA'I'S: 08/18/09 SCALE: 1 /4" =1' - 0'p ISHEET 1AOF1 SAFE LOAD LINTEL NO. TABLES r r FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U -LINTELS 8" PRECAST & PRESTRESSED U -LINTELS SCHEDULE LINTEL NO. GRAVITY r r GRAVITY LATERAL lYl'E BPS -I 8F8 -0B OF12-0p 16-0 0-0 4-0 28-0 32-0 LENGTH 8U8 SFS -IB BF12-16 01`16-0 91`20-15 a 24-15 BF28-0 ®F32 -I6 16-2T 20-2 3166 4413 6039 1526 9004 104-12 11936 2'-10'(34") PRECAST 2302 3166 4413 6039 1526 9004 10412 11936 1244 1519 3138 3311 1 4689 6,001 1315 8630 9941 3'-6' (42') PRECAST 2302 3166 4413 9,039 1526 9004 10412 11936 2182 2114 2325 2496 3461 4438 5410 6384 1358 4'-0' (48') PRECAST 2029 3'-(o' (42') PRECAST 1192 1 1455 2240 3036 3831 4643 5453 1251 2646 4413 6039 1526 9004 10412 11936 6061 1036 1181 1,313 2651 3403 4149 4896 5644 4'-6" (54') PRECA5T 1651 6245 501 2162 4'-(d' (48') PRECAST 6412 6516 5814 6839 2965 2110 4021 6039 1526 9004 10412 9668 2150 3583 1223 1301 1809 2311 2826 3336 3846 V-4' (64')PRECAST 1184 3251 4010 4161 5525 121 121 6412 1660 1105 1665 2889 5051 6096 5400 6424 1450 2516 1393+ 1000 1059 1414 1889 2304 2121 3131 51-10'(101) PRECAST 912 118 956 1468 1987 2509 3035 907 505 505 1459 2464 4144 5458 4431 5280 6122 4549 1311 2252 2101 3263 2146 3358 3911 4585 PRECAST1255 931 110 941 5'-I(D'(10') PR]=CASt 688 849 1302 1162 2225 164 1255 2101 1 3396 5260 1134 8995 6890 2441 3010 1029 1615 2385 1994 2439 2886 3333 -1'-6" (90')PRECAST 161 2169 3290 3812 101 881 1141 1182 1684 1029 1615 2610 3839 5596 6613 5041 951- 912 632 1049 1469 1210 1482 11 54 202 1 9'-4' (112') PRECAST 513 59l 651 168 1212 1610 2544 3469 4030 3121 482 802 1125 915 1122 1325 1535 10'-6'1'1269 PRECAST 4F6 630 801 155 1192 1550 1910 2211 2634 655 1025 1514 2081 2114 3130 2404 1261 1496 598 935 1 1365 1854 2355 1193 2015 11'-4' (136') PRECAST 445 39rro 493 116 611 1039 1389 598 935 1365 1854 2441 3155 4044 439 696 545 864 1254 1689 2014 1510 1818 12'-0'(144') PRECAST 414 363 556 666 655 864 1254 1693 2211 2832 3590 421 126 1020 1331 1635 1224 1418 13'-4'(160') PRECAST 302 12'-0'(144') PRECAST 340 485 148 1016 1438 1855 2343 2920 1199 2086 381 640 919 1190 1462 1081 1260 14'-0'(168') PRECA5T 338455 1153 13'-4'(160') PRECAST 100 1003 1335 1114 2153 2h66 682 1004 NR NR NR NR NR NR NR 14'-8'(116') PRE5TRESSED N.R 635 ll8 922 1065 14'-0'(168') PR1=CASTP243 465 165 1310 2045 2610 3185 3165 NR NR NR NR NR NR NR 15'-4'(1&4') PRI=STRESSED N R 295 459 591 '124 85'1 990 420 695 1250 1855 2310 2890 3410 1142N.R. NR NR NR NR NR NR NR ll' -4'(208') PRESTRESSED N.R 220 329 542 191 1012 1381 310 530 950 1400 1800 2200 2600 464 561 NR NR NR NR NR NR NR 19'-4'(232') PRESTRESSED N.R 814 1121 1389 N.R. 255 165 201 313 240 400 150 1090 1400 1120 2030 NR NR NR NR NRENR N.R. NR 21'-4' (256') F`RE6TRES5Ep KR 239 383 550 136 940 1160 183 330 610 940 1340 512 2110 NR NR NR NR NR NR 22'-OY264')PRESTRESSED N.R 112 142 212 336 471 635 801 993 160 300 510 810 1250 268 1910 418 493 NR NR NR NR NR NR 24'-OC288") PRE5TRE80ED N.R N.R. 161 131 205 322 451 130 1 240 1 410 1 120 1030 1 1350 L 1610 8" PRECAST & PRESTRESSED U -LINTELS •REDUGE VALUE BY 25% FOR GRADS= 40 FIELD F-d--E3AK S" PRECAST W/ 2" RECESS DOOR U -LINTELS <A=64M" SCHEDULE LINTEL NO. UPLIFT r r GRAVITY LATERAL TSP BPS -I 12 -It 16 -It 20-1T 24-If6204 28-IT W32 -IT 81 22- awrb• L NCzTI I 9F6-21 12-2T 16-2T 20-2 24-228-2 4961 BF32-2T SUa 8F8 3053 sial 2818 4101 5332 65691811 4'-4' 9055 932 932 2'-10'(34") PRECAST 1244 1519 2339 3110 4008 4850 5696 2021 2021 4982 2121 2184 3981 5190 6401630 4156 8851 41-(vu 2182 2114 2165 2289 3260 4231 5219 (54') PRECAST 1192 653 853 3'-(o' (42') PRECAST 1192 1 1455 2240 3036 3831 4643 5453 1251 1251 4982 2165 2215 3165 4125 5091 6061 1036 1602 1550 1818 1989 2832 3680 4532 5381 6245 501 2162 4'-(d' (48') PRECAST 6412 6516 5814 6839 2965 3581 4198 938 938 1449 Iola 1925 2150 3583 4422 5264 6110 469 469 4'-6' (549 PRI=GAST 1660 1162 2501 3251 4010 4161 5525 121 121 6412 1660 1105 2435 3111 3913 4658 5406 1611 2933 2516 1393+ 1484 2110 2141 3315 4010 4648 1 830 1100 5'-4' (64') PRECAST 118 956 1468 1987 2509 3035 907 505 505 4100 1393 1431 2050 2610 3293 3920 4549 1311 2252 1958 1212• 1351 1930 2505 3004 3665 4241 110 941 5'-I(D'(10') PR]=CASt 688 849 1302 1162 2225 164 1311 418 418 5492 1212 1315 1815 2441 3010 3583 4151 1253 1011 6'-6' (18") PRECAST 1141• 1200 1133 2250 2169 3290 3812 101 881 1141 1182 1684 2192 2103 1 3216 3132 1491 2119 2618 951- 912 1415 1914 2354 2191 3240 (909 PRECAST 59l 651 990 1029 1466 1901 2 351 2191 3245 9' -4' (112') PRECA5T 001• 612 980 1.269 1560 1852 2144 454 630 801 155 1192 1550 1910 2211 2634 116• 498 193 1021 1261 1496 1131 PRECAST 39rro 493 116 611 1039 1389 Illi 2034 2358 666• 439 696 899 1104 1309 1515 ll' -4' (136') PRECAST 363 556 666 535 905 WE& 1595 1896 2190 6011 400 631 816 1001 1186 1312 12'-0'(144') PRECAST 340 494 631 486 818 1209 1514 1199 2086 500• 340 532 606 841 991 1153 13'-4'(160') PRECAST 302 398 513 409 682 1004 1361 1631 1891 316 493 635 ll8 922 1065 14'-0'(168') PR1=CASTP243 286 360 318 629 922 1254 1567 1816 295 459 591 '124 85'1 990 14'-0' (116'1 PR=5TRE85ED 352 582 052 1156 1491 1142N.R. 351 218 430 553 Ell 801 925 220 329 542 191 1012 1381 1616 N.R. 321 188 236 361 464 561 610 114 11'-4' l200')PREStRESSEP 188 216 449 649 814 1121 1389 N.R. 255 165 201 313 401 490 518 &rol 19'-4' (2329 PRE5TRE55ED N.R. 204 165 239 383 550 136 940 1160 145 186 218 356 433 512 590 21'-4' (256')PRE57RE55ED N.R. 112 142 212 336 471 635 801 993 140 100 268 343 418 493 568 22'-0"(264'1PRESTRE�Sf P N.R. 161 131 205 322 451 601 111 941 121 165 244 312 380 441 515 24'-0'(288') PRESTRE55Ep N.R. 135 124 11 186 290 408 538 600 033 •REDUGE VALUE BY 25% FOR GRADS= 40 FIELD F-d--E3AK S" PRECAST W/ 2" RECESS DOOR U -LINTELS <A=64M" SCHEDULE LINTEL NO. UPLIFT r r GRAVITY LATERAL TYPE s1F6-IT e1�10-iT mr 1`14 -IT 9t;F18-IT a17F22-IT MW26-IT BW30-I TYPE 4'-4" I--I-NGTI-I aWio-D25 oW14-0 18-0 81 22- awrb• 8W30 -DPS L.�NGTi-i 1513 2413 3260 4112 4961 5825 OFIh-05/iT L 4 3053 2982 3954 4929 5904 6880 4'-4' (52') PRECAST 1489 932 932 SFiro-OB/1T 1244 1519 2339 3110 4008 4850 5696 r44 3412 4982 6412 1941 9416 10818 3931 4156 5511 41-(vu 2182 2114 3600 4481 5315 6264 4'-6' (54') PRECAST 1351 653 853 1192 1 1455 2240 3036 3831 4643 5453 3412 4982 6412 1941 9416 10616 3055 3689 4325 1602 1550 2058 2566 3015 3585 r✓•' -8' (68") PRECABT las 501 2162 4014 6412 6516 5814 6839 2965 3581 4198 119 1500 1449 1924 2400 2816 3352 5'-10' (10') PRECAST 135 469 469 896 1099 1690 2288 2891 3491 1103 2051 3811 6412 6516 5450 6411 2042 2513 3101 9®1 1611 2933 2516 3223 3812 4522 6'-S' (80")PRECAST 822 830 1100 118 956 1468 1987 2509 3035 907 1611 2933 4100 6130 8111 6101 1810 2280 2153 761 1311 2252 1958 2451 2944 3439 1'-6' (90')PRECA3T 665 110 941 688 849 1302 1162 2225 164 1311 2329 3609 5492 6624 5132 808 1123 1413 420 834 1253 1011 1342 1614 1886 9'-8" (116") PRECAST 311 516 614 533 521 1009 1369 1128 535 928 1491 2119 2618 3595 2815 8" PRECAST W/ 2" RECESS DOOR U -LINTELS •K9L 1uLlk VAL-ur. CTT 01. Mwm c7twLJc 9w rIr-l-W r=:WAN (L C ( L- MIATERiALS I. f'c precast 1lntsla = 3500 pet. 2. Fa prestressed Ifntela - 6000 pal. 3- F'c grout = 3000 pat w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM CSO w/ minimum not area compressive strength = 1900 pal. 5. Rabar provided in precast lintel per A5TM A615 GR6O. Field rebar per ASTM A6i5 GR40 or GRroO. 6. Prestressing strand per ASTM A41ro grade 210 low relaxation. 1. 1/32 wire per A5TM A510. 8. Mortar per ASTM C270 type M or S. ARCHED TOP e L- 3 99 �9 �� ELEVATION "A BEARING HEIGHT THROUGHOUT ELEVATION "A" B "B" GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore Filled Iintel5 as required. 3. installation of lintel must comply with the architectural and/or structural drawing5. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed 1-/360 vertical deflection, except 1lntel5 11'-4' and longer with a nominal height of 8' meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom or the lintel cavity. 1./32 diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 1 8. Cast -In-place concrete may be provided in compoalte lintel in lieu of concrete masonry units. 9. We load ratings baeed on rational deaign analysis per ACI 318 and AGI 530 UL- SCHEDULE LINTEL NO. UPLIFT r r ON LATERAL TYPE s1F6-IT e1�10-iT mr 1`14 -IT 9t;F18-IT a17F22-IT MW26-IT BW30-I L2 4'-4" I--I-NGTI-I 80P6 -2T 81@'10-7 81 14-2T DWIB-2T ar�22-2T aid=26-Z&W-110-21 BR.J 8RF N/A 1244 1513 2413 3260 4112 4961 5825 OFIh-05/iT L 4 4'-4' (52') PRECAST 81-24-05AT OF1(o-003/1T L 5 4'-6" 81=24-05/IT SF32-05/IT L ro 932 932 SFiro-OB/1T 1244 1519 2339 3110 4008 4850 5696 SF32-05AT L 9 4'-6" 1192 1501 2311 3121 3931 4156 5511 41-(vu 8F24-OB/IT 4'-6' (54') PRECAST L 12 4'-0" I 8F24-OE34T SFiro-OB/1T L 13 4'-&" OF24-05/1T 653 853 1192 1 1455 2240 3036 3831 4643 5453 924• 1112 1195 2423 3055 3689 4325 5'-8' (68') PRECAST 924 1132 1141 2351 2918 3603 4230 501 501 096• 1138 1142 2352 2965 3581 4198 5'-10' (10') PRECAST 469 469 896 1099 1690 2288 2891 3491 4106 118 882 1513 2042 2513 3101 3642 6'-8' (80')PRECAST 830 1100 118 956 1468 1987 2509 3035 3563 688 691 1325 1810 2280 2153 3227 1'-6' (90') PRECAST 110 941 688 849 1302 1162 2225 2690 3151 533• 433 808 1123 1413 1104 1 1995 V-8' (116') PRECAST 516 614 533 521 1009 1369 1128 2008 2450 •K9L 1uLlk VAL-ur. CTT 01. Mwm c7twLJc 9w rIr-l-W r=:WAN (L C ( L- MIATERiALS I. f'c precast 1lntsla = 3500 pet. 2. Fa prestressed Ifntela - 6000 pal. 3- F'c grout = 3000 pat w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM CSO w/ minimum not area compressive strength = 1900 pal. 5. Rabar provided in precast lintel per A5TM A615 GR6O. Field rebar per ASTM A6i5 GR40 or GRroO. 6. Prestressing strand per ASTM A41ro grade 210 low relaxation. 1. 1/32 wire per A5TM A510. 8. Mortar per ASTM C270 type M or S. ARCHED TOP e L- 3 99 �9 �� ELEVATION "A BEARING HEIGHT THROUGHOUT ELEVATION "A" B "B" GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore Filled Iintel5 as required. 3. installation of lintel must comply with the architectural and/or structural drawing5. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed 1-/360 vertical deflection, except 1lntel5 11'-4' and longer with a nominal height of 8' meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom or the lintel cavity. 1./32 diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 1 8. Cast -In-place concrete may be provided in compoalte lintel in lieu of concrete masonry units. 9. We load ratings baeed on rational deaign analysis per ACI 318 and AGI 530 UL- 8RF3 D - D5/1T 5F32 -05/1T 8F32 -15/1T /01'.Sri'49T-C- MLINTEL SCHEDULE LINTEL NO. LENGTH r r ON r r r�r ■ ■ ■ 0 OF40-15/1T L2 4'-4" 8RF22-0B/1T 3RF30-03/IT L 3 8RF3 D - D5/1T 5F32 -05/1T 8F32 -15/1T /01'.Sri'49T-C- MLINTEL SCHEDULE LINTEL NO. LENGTH ELEVrTFE 'A" "B" ELEV�CE 4"p„ COM"fENT5 L 1 11'-4' 5F28 -15/1T OF40-15/1T L2 4'-4" 8RF22-0B/1T 3RF30-03/IT L 3 �'_4" SRF22-OB/1T N/A L 3A 4'-(o" N/A OFIro-05/1T L 35 4'-6" N/A OFIh-05/iT L 4 4'-ro" 81-24-05AT OF1(o-003/1T L 5 4'-6" 81=24-05/IT SF32-05/IT L ro 4'-(0" OF24-05/IT SFiro-OB/1T L -i 4'-&" 81=24-05/IT OF16-0�3/iT L 8 6'-6" OF24-05AT SF32-05AT L 9 4'-6" OF24-05AT 8F16 -003/1T L 10 414o" OF24-05AT BFlro-05/1T L Il 41-(vu 8F24-OB/IT SFiC9-054T L 12 4'-0" I 8F24-OE34T SFiro-OB/1T L 13 4'-&" OF24-05/1T 8F1rq-03/1T ELEVATION "C7� & D�9 9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D" LINrn'L;L SC -11- EDULf, SAYE LOAD TABLE NOTES - A R C M I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6075 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV & L.OT: TUS C KA SOUTH LOT X45 PROJECT# 1703.00 MODE: 10"70" C;ARAGrE SWING: LEFT PAGE: LINTEL SCHEDULE ARCHITECT: STATE OF FLORIDA -\ I CANTWELL NO 12079 DATE: 08/18/09 SIMET OF 05 RERAR AT TOP MIN. (ll REQ'D I -I/2' CLEAR d 1. All values based on minimum 4' bearing. Exception_ 5are loads for unfilled TYEE DESIGNATION Q Iintele must be reduced by 209. if bearin length is lase than Safe loads for all recessed lintels base on 8' nominal bearing. F = FILLED WITH GROUT / U - UNFILLEp � 2. N.R. = Not Rated. 3. Bare loads are total superimposed allowable load on the section specified. QUANTITY OF 05 RE5AR AT 50TTOM OF LINTEL CAVITY 4. Bare loads based on grade 40 or grade 60 Field mbar.F r 'n 5. Additional lateral load capacity can bs obtained by the designer by providing m addional reinforced masonry above the precast lintel. a, - 1/ 1 I _ 6. One "7 rebar may be substituted for two "Pi rebar5 in 8' lintels only. The designer evaluate concentrated loads From the safe load tables by 7.h g y -1 N I "5 OM NA1- WIDTH QUANTITY OF - wa from the Face of su ort. QUAN I calculatingthe maximum reatstin moment and shear at d a y pp g 8. For composite lintel heights not shown, use safe load From next lower height. NOMINAL HEIGHT-]RESAR AT TOP 9. All safe loads in units of pounds per linear Foot. � 8' �; I. -� GJ1.U. GROUT -05 AT OF 1-INTER1- CAVITY ma OTTOM REINFORCING 5 RE RG IN LINTEL (VARIES) .•;- !� s + • �-WWAIALPROVIDED NOMINAL WIDTH A R C M I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6075 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV & L.OT: TUS C KA SOUTH LOT X45 PROJECT# 1703.00 MODE: 10"70" C;ARAGrE SWING: LEFT PAGE: LINTEL SCHEDULE ARCHITECT: STATE OF FLORIDA -\ I CANTWELL NO 12079 DATE: 08/18/09 SIMET OF 0 m 0 WHEN CALCULATING WIND FRE65URE5 ON A GARAGE DOOR, FLORIDA BUILDINC; CODE, 2004 ALLOWS THE FRE55URE5 TO BE AVERAGED WHEN THE OPENING 15 PARTIALLY LOCATED IN E30TH ZONE 4 AND ZONE 5 WIND FRE55URE5 ARE BASED ON WIND 5PEED=120MFH l3 SECOND GUST) IMPORTANCE FACT0R=1.0 EXP05URE CATEGORY = 5 MEAN ROOF HEIGHT=LE55 THAN 30 FT. FOR AN ENCL05ED BUILDING 1� _(7)11 PERCENTAGE OF AREA WI'T'HIN ZONE 4: A,,= 11.33= 16=0.71 fl' PERCEN'T'AGE OF AREA WITHIN ZONE 5: A5=4.66= 16=0.291f12 AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21.8 (0.9) + 21 .8 (0.10) = 19,62 + 2.18 = 2.1.8 psf AVERAGE NEGATIVE PRESSURE: ON GARAGE DOOR: p = -24.0 (0.71) -P - 26.55(0.29) O = -17.05 + (-7.7) _ -24.75 ps1'. cl) I (_ (�) ELEVATION A & li 8'-8" FEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" � WH\11111 , 1 1) JIM ul I AVERAGE GARAGE DOOR PRESSURE: p=21.8/-24.8 COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GLUM SQUARE WINDOW SIZE 110 MPH WIND CALL # FOOTAGE AND TYPE ZONE REMARKS 120 MPH WIND 1 112 161-0 X 11-0 5 18.3/ -22.4 21.8/ -26.-I GARAGE DR. 2 20 301000 DR 4 20.8 / -22.ra 24.1/ -26.9 35-5H 20.1/ -22.5 ELEV. 3 22 ARCHED TOP 4 A.. 24.6/ -211 4 11 25 -SH 4 21.1 / -22.9 EGRESS 25.1/ -2-1.3 21.8/ -23.6 5 1023 -SH 4 25.9/ -28.1 ro 1_1 25 -SH 4 21.1 / -22.9 25.1/ -21.3 7 11 25-5H 5 21.1 / -28.0 25.0/ -33.1 g 33 5'-011 X ('-8° 4 20.2/ -22.0 S. G. D. 24.0/ -26.3 g 17 25 -SH 4 21.1 / -22.9 EGRESS 25.1/ -27.3 10 25 -SH 4 21.1 / -22.9 EGRE55 25.1/ -2-1.3 I1 1-1 25-5H 4 21.1 / -22.9 25.1/ -27.3 EGRESS 12 1-1 4 21.1 / -22.9 25.1/ -21.3 EGRESS 13 17 25 -SH 4 21.1 / -22.9 25.1/ -21.3 EGRESS 1419 20.9/ -22.1 ELEV. 26-5H 4 24.8/ -21.0 ICIF 4 ID II 15 20-9/ -22.1 ELEV.19 211 4 24.8/ -21-0 liCil 4 ..D.. (i)ELEVATION " C 93 99 D 9' 9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D" u" A L " C U L A T lu" N S A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4073 www.abdesigngroup.com AA #: 0003325 SUEDIV. & LOT: TUSCKA SOUTH LOT #45 ]PROJECT# 1703.00 MO DEI#: "1070" GARAGE SWING: LEFT WAGE: WIND LOAD CALCULATIONS ARCHITECT: STATE OF FLORIDA P'9 JAJRNO NTWELL 2079 DATE: 08/18/09 SCAT_ :1/4"-1'-0" SHEET �c®�� CHE DETAIL �LL KITCli1liN DETAIL Q KI THEN DETAIL =It 12'-011 21_411 CC// 13'-10" 25-5N EGRESS 25 -SH EGRESS 401-01' ll' -4" 08/18/09 SCAIX: SQ.FT. A-111CH 1)"E TAI L 4 __ � LIVING GARAC-cE ENTRY ELEV. "A" 4 "B" ENTRY ELEV. "C" 4 "D" z I �- � TOTAL ELEV. "A" 4 "B" TOTAL ELEV. "C" 4 'D" PATIO OPT. COVERED PATIO 2400 2483 35 00 's 1-6 B1= _ _ — — — � _ - LAV. t 42X60 TuB C„ 00 al -all (TILE) � 11)85" — — (s) LAV. (CARPET) I— A.1=.F. ` cn 41-1011 12'-0" 2'=0" 9'-6 " 2,-- '- Il'-10" c0 WG. /NL� I F-1405<40) -w �5HWR. 01PT® OWNER'S ]BATH OSUETES o ac I - -Q)' � -- =It 12'-011 21_411 CC// 13'-10" 25-5N EGRESS 25 -SH EGRESS 401-01' ll' -4" 14'-4" 4' - PATIO x 506a AGT I VE 8 9 N m FAMILY ROOM a' _all CLG. (CARPET) 2'-4" 3 -SN b ■ LAV. BATH X - BDRM. 4 I (TILE) g e - �' - CARPE `� 3_0 °°° —_ ---TILE LINE------ BF. — QC 08/18/09 SCAIX: SQ.FT. BDRM. 2 8'-a" CLG. (CARPET) , Ipi -0 I BDRM. 3 (CARPET) __ � LIVING GARAC-cE ENTRY ELEV. "A" 4 "B" ENTRY ELEV. "C" 4 "D" z I �- � TOTAL ELEV. "A" 4 "B" TOTAL ELEV. "C" 4 'D" PATIO OPT. COVERED PATIO 2400 2483 35 00 's 1-6 B1= _ _ — — — � _ 14'-4" 4' - PATIO x 506a AGT I VE 8 9 N m FAMILY ROOM a' _all CLG. (CARPET) 2'-4" 3 -SN b ■ LAV. BATH X - BDRM. 4 I (TILE) g e - �' - CARPE `� 3_0 °°° —_ ---TILE LINE------ BF. — QC (TILE) LnI � - 5 - 0 ,�� RAN E —I — c� 4'-0" I 2'-411 14'-4" — �' 3 -0 m m 0 0 WC. F. _ _ — w Lw — _ DINING x 1Z 1 h _ 6� ROOM R/A A/C m ``i' WH. 2" STEEL PIPE (CARPET) — COND. — �BDLLARD oil 41-011 141-411 51-411 A �,l3 -0 _ III -Oil cp LAUNDRY r— 2" X 54" - I OPT. I I OPT. ATTIC I I D II W LACGESS J I �n NICHE - GARAGE S OYER LIVING _ _ 8'-a" CLG. (TILE) r ROOM 8'-8" CLG. (CARPET) - 3068 — _ l ENTRY 16'-0" X 7'-0" O.H. _— I — — 8'-8" GLG3 — 41 011 401 -011 35 -SH ARCHED TOP i STONE. ELEV. "5" 4 uDn �14'-0-0 FLOOR PLAN 1�� 9 �� & A tl a'-8" SEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "B" EXTERIOR MASONRY WALL E3RG. HEIGHTS BRC. 9' - 4" BRG. MODEL SPECIFICATIONS h GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED * WINDOW SILLS TO BE OPTIONAL MASTER AND SECONDARY BATH TO RECEIVE 36" MIRROR • VANITY MIRRORS TO BE RAISED OFF BACKSPLASH ALL DOORS ARE 6 '-8" HIGH UNLESS NOTED OTHERWISE. 08/18/09 SCAIX: SQ.FT. CALC.'S 1R_1SH LIVING GARAC-cE ENTRY ELEV. "A" 4 "B" ENTRY ELEV. "C" 4 "D" 1970 406 24 101 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL ELEV. "A" 4 "B" TOTAL ELEV. "C" 4 'D" PATIO OPT. COVERED PATIO 2400 2483 35 00 SQ. FT. SQ. FT. SQ. FT. SQ. FT. _ _ — — — NOK _ - I W.I.C. Id)� tx I 8'-8" CLG. I�, , `" al -all (TILE) � — — (s) (CARPET) I— ` cn 12'-0" 2'=0" 9'-6 " 2,-- '- Il'-10" c0 -w OSUETES o ac I - -Q)' � -- - ° - Q \ r S' -a" CLG. (CARPET) LAY. I \� I N - 0. BATH _ , KITCHEN — �' �- - (TILE) g'-8" CLG. I �r (TILE) LnI � - 5 - 0 ,�� RAN E —I — c� 4'-0" I 2'-411 14'-4" — �' 3 -0 m m 0 0 WC. F. _ _ — w Lw — _ DINING x 1Z 1 h _ 6� ROOM R/A A/C m ``i' WH. 2" STEEL PIPE (CARPET) — COND. — �BDLLARD oil 41-011 141-411 51-411 A �,l3 -0 _ III -Oil cp LAUNDRY r— 2" X 54" - I OPT. I I OPT. ATTIC I I D II W LACGESS J I �n NICHE - GARAGE S OYER LIVING _ _ 8'-a" CLG. (TILE) r ROOM 8'-8" CLG. (CARPET) - 3068 — _ l ENTRY 16'-0" X 7'-0" O.H. _— I — — 8'-8" GLG3 — 41 011 401 -011 35 -SH ARCHED TOP i STONE. ELEV. "5" 4 uDn �14'-0-0 FLOOR PLAN 1�� 9 �� & A tl a'-8" SEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "B" EXTERIOR MASONRY WALL E3RG. HEIGHTS BRC. 9' - 4" BRG. MODEL SPECIFICATIONS h GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED * WINDOW SILLS TO BE OPTIONAL MASTER AND SECONDARY BATH TO RECEIVE 36" MIRROR • VANITY MIRRORS TO BE RAISED OFF BACKSPLASH ALL DOORS ARE 6 '-8" HIGH UNLESS NOTED OTHERWISE. M1-6 BF. 1 3 -SN %8 c0 SIT. RM. LAV_ (CARPET) I� 4 I 3-0 I� BF. 1'-4" a _4 1'-4" rlz ARCH I r O PT® Sl TTl NG ISM.. STONE — ELEV. #D 1'-2 I'-4" 20'-10" 16"X16" EASE TAPERED COLUMN — ABY. — ELEVATION c�� & D 9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D" I X27'-9" 10'=0" 2'-3" 1 I 77�;; .19 I v 6x6 POST COVERED PATIO I c� 1( 4 Z141-a°I--� I 506a S.G.D. I ACTIVE COV o. PORCH 14'-011 4x4 4x4 POST POST7�1 I COVERED PATIO 14'-0"X12'-0" I I I I �✓' 06 8 \ — J (*voVEj1LP-ED PATIO BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" �9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" ARCH I T E C TS Design Grou nc . 1441 N. RONALD REAGAN BLVD. JVD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 S - BDIV. 8c i./ 8: TUS C KA SOUTH LOT #45 PROJ'EC` # 1703.00 moDEIN: "1970" GARAGE SWING: LEFT PAGE: ]FLOOR PLAN ARCHITECT: STATE OF FLORIDA DATE: 08/18/09 SCAIX: SQ.FT. CALC.'S LIVING GARAC-cE ENTRY ELEV. "A" 4 "B" ENTRY ELEV. "C" 4 "D" 1970 406 24 101 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL ELEV. "A" 4 "B" TOTAL ELEV. "C" 4 'D" PATIO OPT. COVERED PATIO 2400 2483 35 00 SQ. FT. SQ. FT. SQ. FT. SQ. FT. M1-6 BF. 1 3 -SN %8 c0 SIT. RM. LAV_ (CARPET) I� 4 I 3-0 I� BF. 1'-4" a _4 1'-4" rlz ARCH I r O PT® Sl TTl NG ISM.. STONE — ELEV. #D 1'-2 I'-4" 20'-10" 16"X16" EASE TAPERED COLUMN — ABY. — ELEVATION c�� & D 9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D" I X27'-9" 10'=0" 2'-3" 1 I 77�;; .19 I v 6x6 POST COVERED PATIO I c� 1( 4 Z141-a°I--� I 506a S.G.D. I ACTIVE COV o. PORCH 14'-011 4x4 4x4 POST POST7�1 I COVERED PATIO 14'-0"X12'-0" I I I I �✓' 06 8 \ — J (*voVEj1LP-ED PATIO BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" �9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" ARCH I T E C TS Design Grou nc . 1441 N. RONALD REAGAN BLVD. JVD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 S - BDIV. 8c i./ 8: TUS C KA SOUTH LOT #45 PROJ'EC` # 1703.00 moDEIN: "1970" GARAGE SWING: LEFT PAGE: ]FLOOR PLAN ARCHITECT: STATE OF FLORIDA DATE: 08/18/09 SCAIX: 1/4"=1'-0" SFIEET �KEYSTONE ci]-�jCOV. POfCII r61l'-4" PUILDING HGT. .1.5 30" PECO. CRICKET LOUVER AS r613'-0" E3RCx. HeT. m - A V—S` RAfSED SAND CTi'PJ - � � � � � � � � ® cfJ 8" RAISED BAND CTl'P.) RAISED STUCCO COL. O' -O" FIN. FLiR oil ,�O'-O" FIN. FLR. TEXTURED FINISH 1 REAR TEXTURED FINISH ELEVATION �S'-S" SRCx. NCt. IV O' -O" FIN. FLR. A R C H I T E C T 1441 N. RONALD REAGAN B LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.con AA #: 0003325 SUBDIV. & I.OT: TUSCKA SOUTH LOT X45 PROJECT# 1703.00 MODEL: ')1970" GARAGE SWING: LEFT PAGE: ELEVATION )) A 9) FRONT & REAR ARCHITECT: STATE OF FLORIDA qday JAM CANTTWELL NO 12079 DATE: 08/18/09 SCALE: 1/4"_f_0" SHEET 3AOIF10 12 5r7�:� OFF -RIDGE VENT OFF -RIDGE VENT OFF -RIDGE VENT I V-0" PRG. HGT. 8'_11 -S ° BRG. HG' /21-411 �4 O' -O" FIN. FLR. �# - - - - - - - - - - - O' -O" FIN. FLR. 1 LEFT ELEVATION OFF -RIDGE VENT 3'-a" BRCS. �)'-O" FIN. FDR. — — — — — — OFF -RIDGE VENT TEXTURED FINISH OFF-RIDGF VENT TEXTURED FINISH 12 �-" t5 l 8'-8" BRG. NGt. 21-`r II ®'-O" FIN. FLR_ - - J 1 O' -O" FIN. FLR_ )_QV. PORCH LEFT 'Sim. ARCHITECTS 1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6076 FAX: 407-774-4076 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCKA SOUTH LOT X45 PROJECT# 1703.00 M01131mll.: "1970" GARAGIM SWING: LEFT PAGE: ELEVATION " A LEVATIO=1N- "A LEFT & RIGHT ARCHITECT: STATE OF FLORIDA '9 i CANTWELL NO 12079 HEADER SPAN CHART SINGLE CONNECTOR SCHEDULE SIZE SIMPSON CLEAR SPAN DES. UPLIFT GRAVITY FASTNER ?- META -16 1450 (12) 10d x 1 1/2 I -PLY/ (6) Ibd 2 -PLY Z Z (2) META -16 1985 (12) 10d x 1 1/2 I -PLY 0 TW0 STORY" AFPLICATION DOWN STAIRS 1900 (14) 16d 2 -PLY a HETA-16 1810 (12) Iod x 1 1/2 I -PLY/ (e) Ibd 2 -PLY DOL 2 HETA-2o 1810 (12) lod x 1 1/2 I -PLY/ (8) 16d 2 -PLY x 8 (2) HETA-20 2035 (12) 10d x 1 1/2 1 -PLY 6'-4" TO 8"-0" DF3L. 2 2500 (12)16r.1 2 -PLY MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD HGT-2 + 10,300 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) 10d TO WOOD H1 -;;T-3 + 10830 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EM15ED), (16) I0d TO WOOD LTAI 1420 02) lod x I-1/2' VGT 4940 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD (2) VGT (2•F1.Y)3-PLY) 1185/8890 (2) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12EM13ED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) 10d x 1 1/2 HTS -Ib 1150 (16) loci x 1 1/2 HT5-20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 1510 (10) Iod LSTA-18 ++ 1235 (14) 10d V) M5TA-18 ++ 1365 (14) 10d IL NSTA-24 ++ 1640 (18) IOGI � M5TA-36 ++ 2050 (26) 10d I— v) 1`15TI-36 3915 (36) 10d x I V2 M5TI-48 5080 (48) 10d x 1 1/2 H6 950 (8) 8d 'to PLATES, (e) Sd To STUDS 5P4 160 (6) 10d x 1 1/2' TO STUDS 434 365 (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. HCP2 605 (12) loci x 1-1/2' H10 990 (16) 8d x 1-1/2 ABU 44 2200 6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC. (IZJ Ibd TO WOOD V) ABU 66 2300 12000 (U 5/8' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMDED.) IN CoNC., (12)1bd To WOOD O!f LTT19 +++ 1350 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC. (8)16d TO WOOD 0 LTT205 +++ 1150 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC,, (10)16d TO WOOD U Z HTT-16 +++ 4115 (1) 8/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC., (18)16d To WOOD Q HTT-22 +++ 5260 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" £Mi3ED.) IN GONG., (32)16d TO WOOp HHDQII-SDS 2.5+ 11,445 (U I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC, (24)BD8 Y41 x ' WOOD SCRFW HPI 6480 lU 1/8' A43. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (3)Yo' STUD BOLTS TO WOOD MBNA 3.56/1126 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.II. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.'16' EM5EPMENT) IN C.N.U. FACE, (18)10d TO BEAt1 V) Ld W HUSEC412 (WOOD) 3240 2510 (FLOG (10) 16d TO HEADER, (Io) Ibd To WOOD 3140 (ROOF) 0 HUC410 (CMU) 1810 5085 18-1/4'x 2-3/4" TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD Z Q 2 HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITFCT/ENGINEFR OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN -I' DEEP, THE VERTICAL CELL IN G.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUE35TITUTED WITH 10d x 11/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. V) L,3 I- +++ MINIMUM EMBEDMENT INTO THE TOP of-- A 5OND5EAM WILL 5E 51, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL SE 1' 0 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 MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED, WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING -s IMAX / HDC GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A5TM-AI53 USE OF EXPANSION ANCHORS WILL E3E 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 CONSTRICTION CONNECTORS c-20015' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW05-R', T-ANCHORSPEC01, AND ANCHORING 3 FASTENING SYSTEMS FOR CONCRETE t MASONRY CATALOG C-2009. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE gl-011 CLEAR SPAN DOL 2 x 6 UP TO 5'-4" DOL 2 x & 5'-4" TO I'-0" D§L, 2 x 10 7'-0" TO loll -0" DOL 2 x 12 10'-0" AND OVER TW0 STORY" AFPLICATION DOWN STAIRS 1 SIZE 3 CLEAR SPAN DOL 2 x UP TO 5'-0" DOL 2 x 8 5'-0" // TO KJ' -4" DBL. 2 x 10 6'-4" TO 8"-0" DF3L. 2 x 12 8'-0" AND OVER MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 51-oll TO gl-011 U.N.O. 4'-11 1/2" -1'-11 1/2" AND UP NUM3ER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMPER OF FULL LENGTH STUDS AT EACH END OF HEADER 1 2 3 r#2 x 12 SYF') OSB NAIL (3)12d a 6"-a" o.c. TYP. 2x12 13M. HDR. FRAMING NOTES: 1. HURRICANE STRAPS TO F3E MANUFACTURED E3Y SIMFSON STRONG -TIE OR EoUAL, U.N.O. 2. TYPICAL HURRICANE STRAF5 ARE A5 FOLLOWS, U.N.O: * TRUSS TO MA50NI2Y/CONCRETE SHALL 5E META-lro * FLOOR J015T TO MASONRY/CONCRETE SHALL BE HETA-Iro AT EACH END AND 32" ON CENTER ON JOISTS I:DARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL BE MT5-12 3 -TRUSS TO TRUSS CONNECTIONS AND 44NCxERS SHALL !3E DESIC-I:NED AND SUF'RLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWING5 FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SWAN CHART $ MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON 1=RAMINC:; FLAN 2x4 /1((011 O.S.B. 2x4 �ALL.OW FOR DfRIP EDGE AT BOTTOM �. _F,4LSEE 5FAM SCALE: NTS i IN) I �II �II rI II �,',rI �II II -11 II Ilii �n— �1 A—"��—'��J5 J5 N15 HI -1 — Nle _ T1 T1 T1 --— _ = T1 = I r— TI — — T1I — — — = b T1 — TI — --- 2X1 D BM TO &X6 POST — TI (2) M6TA-24 POST TO SLAB TI T7 - Tl T1 - u l T3CD _ v I-22" X 54" _ ATTIC I TI �x WI I T3 "x _ TI TI = -Fri [1 - --- -- i T1 — — — — — — — — — � NUG410 �< v�� NUC410 _ _ T1 — - UJ/8-3611X2 �� V W/8-3if6"X2 TAPCONS C4 TAPCONS (4 (PER FLANGE) PER FLANGE)) TI ------- — — — s - COV® PORCH w w = Q A_ — — — — — T6C> E— — T4 (Y T5 T4GE FIF- [ k >_ ROOF FRAMINIC-'41- PLAN A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 � innrri�i LOT: TUS C KA SOUTH LOT X45 PROJECT# 1703.00 MODEI.a )'1970)) GARAGE S WTltTC': LEFT PAGE: TRUSS PLAN )) A)) n )) B>, ARCHITECT: STATE OF FLORIDA .JAMCANTWELL AV NO 12079 r DATE: 08/18/09 SCALE: 1/4"=1l-0» SHEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES GB 110V OUTLET VA LAUNDRY/WASHER 20/1 1 12 I/2 OF OUTLET REFRIGERATOR 15/1 110V OUTLET WIRED TO DISHWASHER 15/1 3 14 SWITCH DISPOSAL 15/1 4 14 EuUIF'PED WITH MICROWAVE/HOOD 15/1 110V OUTLET GFROUND FAULT DRYER GFI 1,9 10 INTERRUPTER RANGE 220V OUTLET 4 WIRE CONNECTION 12000 WATER HEATER 30/2 WP EXTERIOR GROUND FAULT CsFI WATERPROOF 8000 A/C CONDENSER OUTLET INTERRUPTER 306-1 SWITCH 20/1 3 SWITCH 3 -WAY OPER �)4 SWITCH 4 -WAY OPER WALL MOUNTED 38895 10000 100% 28895 40'0 110rol r05io TOTAL VA AMPS 38895 10000 11558 1194 25152 120 L IGHT TOTAL VA AMPS 21500 110(al 325(ol 13� CEILING LIGHT VAPOR co)J PROOF VP LIGHT ' RECESSED CAN I CFM PER VENT. FAN 50. FT. VENT. FAN I CFM PER W/L IGHT 5Q. FT. 2' LIGHT 5TRIP 4' LIGHT STRIP FLUORESCENT 2 -BULB WRAP LIGHT AROUND 2' FLUORESCENT — — — — 4' FLUORE5CENT 4' TRACK L IGw"r PANEL METER SMOKE BATT. BACK-UP OS.D. DETECTOR W/ HARDWIRE INTER - BATT. BACK-UP MOUNTED W/ HARDWIRE SMOKE INTER - DETECTOR CONNECTED CARBONCARf3ON MONOXIDE/ BATT, SACK -UP W/ HARDWIRE 5/C0 SMOKE DETECTOR INTER- CONNECTED �( PENDANT LIGHT TELEPHONE ® JACK WATER HEAT. WH DISCONNECT AIR. COND. A/G D 15CONNECT TV. TELEVISION JACK C G PDX REQUIRED TO BE 5UPPORTED O J-E30X IN ACCORDANCE W1 BOX MARKED AS SUCH FOR INSPECTION CEILING FAN/LIGHT QUIRED TO SUPPORTED FLAS CCORDANCOX MARKED SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER PUSH- FOR BUTTON CHIMES f LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED v HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI 6 15LAND (NOT ON KITCHEN CIRCUIT) f D15HWASHER DISCONNECT TO 1'31= LOCKOUT IN PANEL • BATHROOM EXAU5T FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 200TRESI[DENT IAL CODE TABLE M15063) METER FEILD VERIFY LOCATION I - L -d rv[_. _ _ CHIMES --- OPT. COACH LIGHTDPT, COACH LIGHTS S ' ` - V SWI CO 4 SWITCH TCH ELECTRICAL PLAN SITTING RM. %j(� PRE -WIRE CLG. FANS O'ir"T. SITTING F// OPT. OWNER'S RM. SERVICE E3Y OTHERS #1910-R LOAD INFORMATION DESCRIPTION GB CKT WIRE VA LAUNDRY/WASHER 20/1 1 12 1500 REFRIGERATOR 15/1 2 14 1200 DISHWASHER 15/1 3 14 1200 DISPOSAL 15/1 4 14 1000 MICROWAVE/HOOD 15/1 5 14 1500 DRYER 30/2 1,9 10 5ro00 RANGE 40/2 8,10 8 o 12000 WATER HEATER 30/2 11,13 10 4500 A/C AIR HANDLER 30/2 12,14 10 8000 A/C CONDENSER 30/2 15,11 10 306-1 SMALL AFFIANCE CIRUITS 20/1 18,19,20 12 4500 19(o5 5Q. FT. LIGHTING/REGEPT'a 3 WATTS 15/1 21 TO 29 14 5895 TOTAL LE55 A/C LOADS 15T 10000 REMAINDER PER NEC -220-30 (8) A/H UNITS PER NEC -220-30 (C) (5) 38895 10000 100% 28895 40'0 110rol r05io TOTAL VA AMPS 38895 10000 11558 1194 25152 120 CALCULATION IF HEAT PUMP IS USED TOTAL VA IN PANEL LESS A/C LOAD HEAT PUMP LOAD PER NEG -220-30-(2) 100% TOTAL VA AMPS 21500 110(al 325(ol 13� NOTES *8 COPPER OR *6 ALUMINUM 15 ACCEPTABLE ON A 40 AMP Q BREAKER FOR THE RANGE. Q BEDROOM CKTS t0 HAVE ARC FAULT BRKS. COMBINATION TYPE REQUIRED OPT. COACH L IGHTS � SWItCN ELEVATION (2) # 4/0 XHHW ALUMINUM CONDUCTO (1) # 2/0 XHHW ALUMINUM NEUTRAL. (1) # 4 XHHW ALUMINUM EQUIP.GRD POWER COMPANY PEDESTAL L ECTF-,ICAL ISE NEMA 3R e 150 AMP. NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. 99 C 79 & 99 D 99 COMBO DISCONNECT AND METER CAN 150 AMP 120/240 VOLT 42 CIRCUITS MLO Geos Nr� I .So sa- � cS', E mac, #4 GND WIRE WITH 5/8" X 8 FT.AFPROVED GROUND ROD �8 FT. GROUNDING RODS 8 FT. APART 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 sxmDIV. & LO:7 ri'USCKA SOUTH LOT #45 �'fF PRO JEO 1703.00 MODEL: 1970" G ADAC E SWING: LEFT PAGE: ELECTRICAL PLAN ol ARCHITECT: STATE OF FLORIDA 41jo .JAMS CANTWELL AIR NO 12079 DA'T'E: 08/18/09 SCA—. :1/4"=T-01 SHEET 0 OF 1 (1)'5 REBAR VERTICALLY W/ GONG. POUR CELL INSULATION TEXTURED FINISH 8' CMU 1/2' CaYP, WL. 15D. U C = WOOD BASE O r I a z , � 4 ' 4' GONG, REINF. W/ 6'x6' "10 WWM OR _ FIBERMESH ON 6 -MIL POLY °. ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL zpz (2) 05 REBAR CN CHAIRS 1 -STORY FOOTING 1 W BLOCK WALL 6CALE: 1/2'-1'-0' 4' GONG, REINF. W/ 6'x6' _ 1 010/10 WWM OR FIBERME6H ON w 4' 6 -MIL POLY ETHYLf=NE VAPOR E O BARRIER ON WELL -COMPACTED `n U 8' CLEAN TERMITE TREATED FILL (V 05 REBAR ON CHAIRS 4 THICKEN EDGE SCALE: I/2' = I'-0' 4 4' CONC., REINF. W/ 6'x6' 010 WWM OR FIBERME5H ON 6 -MIL POLY 4' 4 ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP-UP NON-BEARING GRADE • °...a �° 4' GONG, REINF. W/ 6'x6' 010 WLM OR / FIBER-iESH ON 6 -MIL POLY / ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITF «� U 4" S" 8" 4' X TREATED FILL 2'-0' ,4" , 05 REBAR ON CHAIRS � CUNC-RETE FAD POURED LINTEL CONT. (TYP.) PRE-GAST HDR SIDES: 2X6 GARAGE DOOR BUCK W/ (3) )�'X8' J -BOLTS 7' EMBEDMENT MIN. W/ 2'X2'XYe 8' CMU FILLED [WASHER AND NUT SPACED EVI=NLY FROM CELL (TYP.) FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING, I -2X6 PT BLOCK in CENTER OF DOOR HEADER W/(1),�'X8' J-5OLT5 6' EMBEDMENT W/ 2'X2'XYa' WASHER AND NUT 15 GARAGE DOOR INFO SCALE: Irz' =1'-0' M (U'5 REBAR SET IN 51MP50N HIGH STRENGTH EPDXY 7' EMBED. MIN. ° 4' GONG, REINR W/ 6'x6' 010 U M OR 4' FIBEF1"IESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL-GOMPAGTED CLEAN TERMITE TREATED FILL TYP. RETROFIT FOR A OMITTED DOWELS SCALE: 1/2'-I'-0' O U4' 8' L4- SECURE BT. PLATE TO BILK W/ )j' ANCHOR BOLT W/ 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN. 9 32' OC MAX. 4' GONG, REINS=. W/ 6'x6' "10 WWM OR FIBERMEBH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (2) 05 REBAR ON CHAIRS I -STORY FOOTING AT L.B.W. W UPLIFT 2 SCALE: 141.11-01 4' GONG, REINF. W/ 6'x6' 1I0 WWM OR FIBERME5H ON 6 -MIL POLY WETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE ni U 4' 8' 4' 4' TREATFD FILL \— I 4 (2)'5 REBAR ON CHAIRS GARAGE STEP-UP 6 1 -STORY L. B.W. SCALE: RECESS FOR 5ra.D. TRACK N FINISH FLOOR 4 . . � O SLAB AT S.G.D. POURED LINTEL CONT. (TYP-) 8' CMU FILLED CELL (TTP.) —2X WALL FRAMING ANCHOR BOLTS or (3A'X8' J -BOLTS MIN. 7' EMBEDMENT W/ 2'X2'XI/8' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BONA BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN 501 -ID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 6 BLOCK WALL CONNECTION SCALE: 1/2' -l' -O' SECURE BT. PLATE TO SLAB W/ a' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY Z' EMBED. MIN. e 32' OC MAX. 4. • • 4' GONG, REINF. W/ 6'x6' •10 WWI"1 OR FIBER'1E5H ON 6 -MIL POLY F ETHYLENE VAPOR BARRIER ON p WELL -COMPACTED CLEAN TERMITE n U TREATED FILL (3) 05 REBAR ON CHAIRS 2 -STORY FOOTING 4A AT L.B.W. SGAL F=. 1/2' = I' 5 1/2' + HEAP OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMOEP. MIN. 0 32' oG MAX. 4 ° 4' CONC, MNP. W/ 6'x6" *lm WWM`t OR FIBERMESH ON 6 -MIL POLY ? ETHYLENE VAPOR BARRIER ON > WELL -COMPACTED CLEAN TERMITE n O 4' 6" 6" 4' 4 TREATED FILL I -8' (3) +5 REBAR ON CHAIRS GARAGE STEP-UP 6A 2 -STORY L.B.W. SCALA: 1/2' =1' -�' STUDS 16' Or. MAX quo 5 1/1' a HEAD OP GARAGE tRECESS VARIES WITH SLOPE = 4' COCINW/ 'x' "1m WWM O I FIBERMESH ON 6 -MIL POLY SECURE BT. PLATE TO SLAB W/ STUDS 16' O.G. MAX ANCHOR BOLT W/ 2' WASHER SET IN lL 5IM105ON NIGH STRENGTH EPDXY l' Q EMBER. MIN. m 32' OC MAX. r— TREATED FILL EATED FILL > ( ) W2 REBAR ON CHAIRS ° 0'-0' FIN. FLR v (U s VERT. DOW1=L 4' GONG, REINF. W/ 6'x6' 1I0 WWM OR FIBERME5H ON 6 -MIL POLY WETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE ni U 4' 8' 4' 4' TREATFD FILL \— I 4 (2)'5 REBAR ON CHAIRS GARAGE STEP-UP 6 1 -STORY L. B.W. SCALE: RECESS FOR 5ra.D. TRACK N FINISH FLOOR 4 . . � O SLAB AT S.G.D. POURED LINTEL CONT. (TYP-) 8' CMU FILLED CELL (TTP.) —2X WALL FRAMING ANCHOR BOLTS or (3A'X8' J -BOLTS MIN. 7' EMBEDMENT W/ 2'X2'XI/8' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BONA BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN 501 -ID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 6 BLOCK WALL CONNECTION SCALE: 1/2' -l' -O' SECURE BT. PLATE TO SLAB W/ a' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY Z' EMBED. MIN. e 32' OC MAX. 4. • • 4' GONG, REINF. W/ 6'x6' •10 WWI"1 OR FIBER'1E5H ON 6 -MIL POLY F ETHYLENE VAPOR BARRIER ON p WELL -COMPACTED CLEAN TERMITE n U TREATED FILL (3) 05 REBAR ON CHAIRS 2 -STORY FOOTING 4A AT L.B.W. SGAL F=. 1/2' = I' 5 1/2' + HEAP OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMOEP. MIN. 0 32' oG MAX. 4 ° 4' CONC, MNP. W/ 6'x6" *lm WWM`t OR FIBERMESH ON 6 -MIL POLY ? ETHYLENE VAPOR BARRIER ON > WELL -COMPACTED CLEAN TERMITE n O 4' 6" 6" 4' 4 TREATED FILL I -8' (3) +5 REBAR ON CHAIRS GARAGE STEP-UP 6A 2 -STORY L.B.W. SCALA: 1/2' =1' -�' 1� GARAGE DOOR FOOTING CAULK ANP SEAL 79- _ �C,AS LINE 14' PVC SLEEVE FOR GAS LINE 5" CMU N — �1/2' DRYWALL WOOP BASE ° 'a 17 GAS LINE THRU BLOCK SCALE, I'=1'-0' SECURE BT. PLATE TO SLAFs W/ 10d CUT NAILS/ MA50NRY NAIL m 32' Or-. MAX - FOR quo CiARACiE POOR tRECESS ETHYLENE VAPOR BARRIER ON = 4' COCINW/ 'x' "1m WWM O I FIBERMESH ON 6 -MIL POLY CONC., REINF. W/ 6'x6' "10 WWM OR STUDS 16' O.G. MAX ERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL-CCMPACTED CLEAN TERMITE HYLENE VAPOR BARRIER ON LL -COMPACTED CLEAN TERMITE r— TREATED FILL EATED FILL ° � I (2) +'5 REBAR toI-STORY ( ) W2 REBAR ON CHAIRS 1� GARAGE DOOR FOOTING CAULK ANP SEAL 79- _ �C,AS LINE 14' PVC SLEEVE FOR GAS LINE 5" CMU N — �1/2' DRYWALL WOOP BASE ° 'a 17 GAS LINE THRU BLOCK SCALE, I'=1'-0' SECURE BT. PLATE TO SLAFs W/ 10d CUT NAILS/ MA50NRY NAIL m 32' Or-. MAX - ° .. 4' CONC, RI=TNF. W/ 6'x6' 910 WWW OR quo FIBERME5H ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON = 4' COCINW/ 'x' "1m WWM O I FIBERMESH ON 6 -MIL POLY WELL -COMPACTED CLEAN TERMITE STUDS 16' O.G. MAX TREATED FI ETHYLENE VAPOR BARRIER ON WELL-CCMPACTED CLEAN TERMITE 4' 8' 4' (2) "5 REBAR ON CHAIRS 1 -STORY FOOTING 0AT-L ! 1/2', I'-0' EXTENDED SLAB 11/2 CURB HEIGHT VARIES 1/2' RECESS FOR SERVICE DR � a . � 4' CONC, REINF. W/ 6'x6' X10 WU1M OR FIBERMESH ON 6 -MIL POLY 4 ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL W(2) S REBAR ON CHAIRS �0 U SLAB AT GARAGE SERVICE DOOR SCALE: 1/2' -l' -O' f 12 NOT USED (2) Oa REBAR ON CHAIRS 2 -STORY (3)'S REBAR ON CHAIRS (U 05 REBAR VERTICALLY W/ GONG. POUR GELL R-42 INSULATION a' GNU 1/2' GTP. WL. BD. WOOD BASE TEXTURED FINISH R -Il INSULATION MIN. STUDS 16' OjG. MAX 1/1' GYP. WL. ETD. >WOOD 13A5E 2 Q SECURE BT. PLATE TO BLK W/ ANCHOR BOLT W/ 2' WASHER SET IN U SIMPSON HIGH STRENGTH EPDXY T' p EMBED. MIN. 0 32' OG MAX. . r. 4 4' CONC, RE INF. W/ 6'x6 +'10 WU.M OR FIBERIKESH ON 6 -MIL POLY ' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL 4' 8' ,4' ni U (2)'5 REBAR ON CHAIRS I' - 4' 1 -STORY FOOTING 3 W FRAME WALL SCALE: (1)'5 REBAR VERTICALLY W/ GONG. POUR CELL z - 8' CMU ym IL CUA HEIGHT VARIES F- �� ° 4 lK , >z A ° 4' CONG., REINF_ W/ 6'x6' 010 WWI'1 OR FI eRME5H ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (2) "5 REF3AR GN CHAIRS mU 1 -STORY FOOTING 8 AT GARAGE 1 (1)'5 REBAR VERTICALLY W/ GONG. POUR CELL R-42 INSULATION Z TEXTURED FINISH q o 8' CMU I/1' GTP. WL. BD. U a� WOOD BASE p 4' GONG, RE INF. W/ 6'x6' 010 WLM OR FIBFRME6H ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL L (3) "5 REBAR ON CHAIRS 0 4' 6" 6" 4' 2 -STORY FOOTING 13 W BLOCK WALL TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 8' HOOK GROUTED BOND BEAM _ VARIES PER ELEV. 2 -STORY FOOTING 3 A W/ FRAME WALL SCAL1 1/2' (1) 05 REBAR VERTICALLY W/ GONG. POUR CELL 8' GNU = CURB HEIGHT VARIES La 4' GONG., RE INF. W/ 6'x6' 110 01111 OR F15ERMEBH ON 6 -MIL POLY E IK - - _ ETHYLENE VAPOR BARRIER ON 0 U WELL -COMPACTED CLEAN TERMITE - TREATED FILL F : �- > z :, (3)'5 REBAR ON CHAIRS w ° ° a W> 4. 6„ 6.. 4" 0 2 -STORY FOOTING A AT GARAGE SCAL.r: 1/2 u =1'-m' 14 NOT USED GROUTED BOND BEAM VARIES PER ELEV. TIE VERTICAL REBAR E T TO HORIZATIONAL FT 4 REBAR W/ 13' HOOK VARIES PER ELEV. GROUTED BOND BEAM 4 4d 4 IL II CLEANOUT REQUIRED — I FOR INSPECTION cv 0'-0' FIN. FLR. sr , ;' TIE VERTICAL REBAR 4 n, TO HORIZATIONAL REBAR W/ S' HOOK HORIZONTAL/VERTICAL REINFORCING AT F' BEARING CHANGE SCALE: 1/2'.]'-0' ARCHITECTS 1441 N. RONALD RFAGAN 3LVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: T-USCKA SOUTH LOO1-1I X45 PROJECT# 1703.00 M0DE14: 1970" GARAGE S WIXG: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA NO 12079 i DATE: 08/18/09 SCS: 1/4"=1'-0" SHEET ID I or £ 0. f CLEANOUT REQUIRED R-11 INSULATION MIN. = 4' COCINW/ 'x' "1m WWM O I FIBERMESH ON 6 -MIL POLY l1+I FOR INSPECTION STUDS 16' O.G. MAX ETHYLENE VAPOR BARRIER ON WELL-CCMPACTED CLEAN TERMITE L E ° r— TREATED FILL cv ° � I (2) +'5 REBAR toI-STORY � � ;I 0'-0' FIN. FLR (3) 05 REBAR ,0 2-5TORYEF (U s VERT. DOW1=L TIE VERTICAL REBAR OUTSIDE REBAR TO BE LAPPED W/ BONA BEAM 6 PVC CHASE THRU FOOTING '4 ° RE 3A RW/ a' o REE)AR W/ 8' HOOK 4 ° CONTINUOUS 4 " W/ 25"RLAP MINT C.ORNER6 '' ° •i I ° 4 l l ? I -STORY L/ E ETHYLENE VAPOR BARRIER ON m O 4" 8" 4" (2) S REE3AR ON CHAIRS 0 U Llu ni �>(3) - 2-5TORY (3) 05 REBAR ON CHAIRS 05 REBAR ON CHAIRS 2'-1" MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL B REBAR LAP AT FOOTING c AT LINTEL CORNERSW BLOCK WALL RETNF'URCING SCALE: 1/2'=1'-0'6CALE: I/2'+l'-0' F-100' EIZS AF ]E'Tl,ISIJ S ]C_,A1F3' S 70 ]EiE MT]LST. 12 13EL0 W T -T1-1 DIS TTCJf?,JE3P,D S 0lL 2 -STORY FOOTING 3 A W/ FRAME WALL SCAL1 1/2' (1) 05 REBAR VERTICALLY W/ GONG. POUR CELL 8' GNU = CURB HEIGHT VARIES La 4' GONG., RE INF. W/ 6'x6' 110 01111 OR F15ERMEBH ON 6 -MIL POLY E IK - - _ ETHYLENE VAPOR BARRIER ON 0 U WELL -COMPACTED CLEAN TERMITE - TREATED FILL F : �- > z :, (3)'5 REBAR ON CHAIRS w ° ° a W> 4. 6„ 6.. 4" 0 2 -STORY FOOTING A AT GARAGE SCAL.r: 1/2 u =1'-m' 14 NOT USED GROUTED BOND BEAM VARIES PER ELEV. TIE VERTICAL REBAR E T TO HORIZATIONAL FT 4 REBAR W/ 13' HOOK VARIES PER ELEV. GROUTED BOND BEAM 4 4d 4 IL II CLEANOUT REQUIRED — I FOR INSPECTION cv 0'-0' FIN. FLR. sr , ;' TIE VERTICAL REBAR 4 n, TO HORIZATIONAL REBAR W/ S' HOOK HORIZONTAL/VERTICAL REINFORCING AT F' BEARING CHANGE SCALE: 1/2'.]'-0' ARCHITECTS 1441 N. RONALD RFAGAN 3LVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: T-USCKA SOUTH LOO1-1I X45 PROJECT# 1703.00 M0DE14: 1970" GARAGE S WIXG: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA NO 12079 i DATE: 08/18/09 SCS: 1/4"=1'-0" SHEET ID I or TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' O.G. MAX 1/2" GYP. WL. BD. WOOD BA8E Z SECURE BT. PLATE TO BLK W/' I ANCHOR BOLT W/ 2' WASHER SET IN �i SIMPSON HIGH STRENGTH EPDXY 71' Co 0 EMBED. MIN. 10 32' OC MAX. Ole— ' 4 4' GONG, RE INF. W/ 6'x6' 010 UIX I OR FfBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL Llu ni �>(3) - 4 , 6 Ll-� 4', - 05 REBAR ON CHAIRS 2 -STORY FOOTING 3 A W/ FRAME WALL SCAL1 1/2' (1) 05 REBAR VERTICALLY W/ GONG. POUR CELL 8' GNU = CURB HEIGHT VARIES La 4' GONG., RE INF. W/ 6'x6' 110 01111 OR F15ERMEBH ON 6 -MIL POLY E IK - - _ ETHYLENE VAPOR BARRIER ON 0 U WELL -COMPACTED CLEAN TERMITE - TREATED FILL F : �- > z :, (3)'5 REBAR ON CHAIRS w ° ° a W> 4. 6„ 6.. 4" 0 2 -STORY FOOTING A AT GARAGE SCAL.r: 1/2 u =1'-m' 14 NOT USED GROUTED BOND BEAM VARIES PER ELEV. TIE VERTICAL REBAR E T TO HORIZATIONAL FT 4 REBAR W/ 13' HOOK VARIES PER ELEV. GROUTED BOND BEAM 4 4d 4 IL II CLEANOUT REQUIRED — I FOR INSPECTION cv 0'-0' FIN. FLR. sr , ;' TIE VERTICAL REBAR 4 n, TO HORIZATIONAL REBAR W/ S' HOOK HORIZONTAL/VERTICAL REINFORCING AT F' BEARING CHANGE SCALE: 1/2'.]'-0' ARCHITECTS 1441 N. RONALD RFAGAN 3LVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: T-USCKA SOUTH LOO1-1I X45 PROJECT# 1703.00 M0DE14: 1970" GARAGE S WIXG: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA NO 12079 i DATE: 08/18/09 SCS: 1/4"=1'-0" SHEET ID I or PANEL ANCHOR SEALANT SEALANT -EXPANSION STRIP FREE OF MORTAR PANEL ANCHOR 1/4" EXP. BOLT TWO PER ANCHOR WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION SECURE 2x6 MIN. TO FLK W/ (2) Y2' ANCHOR BOLT W/ 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 6' EMBED. E L a SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. Lo _SIDES: 2X6 GARAGE DOOR PUCK W/ (3) — X"XS' J -BOLTS I' Et-15EDMENT MIN. W/ 2'X2'Xye WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING;. 1-2X6 PT BLOCK w CENTER OF DOOR HEADER W91) Y'X5" J-F30LT5 6' EMBEDMENT W/ 2'X2"X% WASHER AND NUT 51 GARAGE DOOR BUCK ATTACHMENT SCALE: I/2' =1' -0" � NOT USED E LINTEL PLATE 3/8" EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO BE MIN. 1/2" DEEP SEE NOTE EXPANSION STRIP —PANEL ANCHOR GLASS BLOC< NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS 5LOC< PANEL REINFORCING f2) 1=VERS- 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" MIN. 1/2" MAX. PANEL REINFORCING MORTAR jHALT EMULSION 1-3/4" X 20 GAUGE X 24" LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END W/(2)12d9EA. UPRIGHT 2X4 SECURED TO G;Ae,LE ENG W/(2)124 O.G. L-306 GABLE BLOCKING TRUSS 2x4 BLOCKING m EA. RAFTER L-30 EA. RAFTER H2.5 EA. RAFTER 2x4 RAFTI=R m 2 4O.C. 2x4 FRAMING (TYP) 4 FRAMED OVERHANG N.r.s. 2X4 DBL TOP PLATE Jul2x4 METAL STUD 24" O.G. 1/2' DRY WALL �- 2X4 16' O.G. MAX 2X4 PT. 5T. PLATE 1/2' AB W/ MIN. I" EMBEDMENT 2" DIA. WASHER 32' O.G. MAX REPAR CONT. WOOD FRAME TO BLK. SCALE: 1/2' =1'-0(9) " SPARK ARREST PER MANUFACTURER 1X2 PT. TOP OF BOX DBL. TOP PLATE 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON 0.3.5. SHEATHING OR �' GDX PLYWOOD PRE. ENCS. TRUSS 1 � PLAN VIEW SIMPSON H-5 (MIN.) LENGTH Q 2X4 TO TRUSS PRE. ENG. TRUSS TYP. EXTERIOR WINDOW/ 5 DOOR OPENING WD FRAMED SCALE: 1/2' =1' -0' NAILINCa SCHEDULE 5P4 OR H-5 TOP PLATE TO STUDS "-0' A13V. 10'-0' LEVEL TO ROOF )R 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0' SIMPSON H-5 (MIN.) o 2X4 TO TRUSS 1 CHIMNEY DETAILS SCALE: I/2" =1' -0' PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS 4w 16' O.G. MAX 51MP50N L5TA-12 m EA. JACK STUD, BOTH 51DE5 OF OPENING. 2x STUDS m 16' O.C. MAX W/ SHEATHING;_ SHEATHING TO PE 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 6' FROM EACH END 4 NO MORE THAN 121 O.C. STAGGERED SP4 OR H5 6 TOP AND BOTTOM PLATES w EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4" MIN. FROM 2ND FLR LINE. ROOF DIAPHRAGM USE 7/1(v' 0.5.8. OR 1/2' CDX PLY WITH "8 RING SHANK GUN NAILS AT 41 O.C. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6" O.C_ AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 05 GUN NAILS m 4" O.C. EXTERIOR SHEATHING USE 7/16' O.S.B. OR 1/2' PLY WITH {48 RING SHANK GUN NAILS AT 6" O.C. AT PANEL SIDES AND 448 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 FEaUlfPEilENTS 51ZE HEAD LENGTH DIA. TENSILE 5TIR ad ROUND,MODIFIED 1 1/8' .113 110000 WITHIN 8" OF EACH OR T END AND 18' O.G. MAX Eg SPACING. 1(dd ROUND MODIFIED 2 I/8' .128 I10,000 OR T _ _ TOP CORD BLOCKING AT 4' O.C. MAX_ IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL 4 TOOL ASSOCIATION 1. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETEg 3. 16 TO 20 RINGS PER INCH 4. 0280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH F00t S�4E AT�4INC:� LX'OL�T AN1 ) ENOLUAL.L. 51Z,ACINC�; FOS' GABLE END FF�AA INCA SECURE 2x TO BLOCK W/ (2) a" TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 J') FRECA5T L WITHIN 8" OF EACH a "- a END AND 18' O.G. MAX Eg SPACING. ROUGH OPENING LIP 'TO 8I -U° CDX PLYWOOD 7. W - 4V Qu U -E L\ _ _ [ pRl=GA57 SILL SECURE 2x TO BLOCK W/ (2) a" TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 J') o WITHIN 8" OF EACH a "- a END AND 18' O.G. MAX Eg SPACING. O.S.B. SHEATHING OR e CDX PLYWOOD `- 2x4 BLOCKS �- CMU WALL ARCH WINDOW FRAME A SECTION SCALE: 1/2"ml'-O" I `l O T E = TYP. EXT. SHEATH INC ATTACHMENT FOR SHEAR 4 UPLIFT (0.5.8. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT o OPENINGS 08 RING SHANK GUN MAILS w 4'0.c. TOP 4 F3OTTOM EpGEB z -30 0w P -E 0)o P-wl/_IwICCat 1 TRUe MTS - 2X4 BTM. PLA- MTS - 32" C PRE-�-.�II.� �I� - TRU55 �J 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. 7/1(01 05.8. 1/2' A.S. W/ MIN. 7" EMBEDMENT LOCATE 6"-8" FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 S' CMU WALL KNEE WALL DETAIL TOB SCALE: 1/2' 2X4X4' SECURE TO TRUSS W/ 3-12d 6"-8" O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-126 SECURE TO BLK W/ META -16 2'-0" EXT SCALE: 1/2'=I' -O' 8 RING SHANK GUN NAILS m (o' O.C_ IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING; (0.5.8. TO BE STRUCTURAL GRADE) 448 2" DECK SCREWS m O.C. MAX m EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING -� TYP. 3/4" T4G SU5-FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRUSS —� DBL. 2X TOP PLATE 7/16" O.S.B. Q 2X PLOCKING m rN TOP OF 7/16' 0.5.8. 2X STUDS 16" O.C. MAX. 2X BTM. PLATE <z 3/41 FLOOR DECKING ---__ G lu PRE- ENGINEERED e FLOOR TRUSS 2X4 m TOP 4 BOTTOM CONT. :z_ HETA-16 BLK WALL 10 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. W/ 1/4' GAP FROM 51-K. TO 0.6 -5 - HORIZONTAL 2X S_P.F. STRUCTURAL BLOCKING AT PERIMETER OF 0.8.l3. TO PROVIDE CONT. NAIL PATTERN (3) REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. V SHEATHING lw TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET 13ELOW 0 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS EXT. WALL SHEATHING A R C H IT E C T S Design Group-inc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDiv & 1=.OT: TUSCKA SOUTH LUT X45 PROJECT# 1703.00 M®DEI.: 1970" GARAGE SWING: LEFT' PAGE: MISC. DETAILS ARCHITECT STATE OF FLORIDA NO DATE: 08/18/09" SCAB:1/411=1j-0 SHEET OF FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN2x4 BLOCKING BETWEEN OVER #15 FELT PAPER ON FIBERGLASS SHINGLES ---- -� TRUSSES AT FIRST TWO BAYS TRUSSES AT FIRST TWO BAYS OVER #15 FELT PAPER ON 4'-0" O.C. CAT SHEATHING Imo° D.S.B. SHEATHING OF, 4'-0" O.C. (AT SHEATHING CDX PLYLUOOD SECURED SEAMS) �� O.S.B. SHEATHING OR 2" SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED - -- P{zE-ENCS GABLE TRUSS PRE -ENG GABLE TRUSS PER NA(L.fNC-c SCHEDULE P.T. 1x2 LU/ MTL. DRIP EDGE 2x4 NAILER MTL. DRIP EDGE DONT. 2x4 RAT RUN SECURED LU/ (2) FIBERGLASS SHINGLES 2x4 SUB -BAND ` CONT. 2x4 RAT RUN SECURED 2x4 SUB -BANE) 12d'!3 �@ EACH TRUSS OVER #15 FELT PAPER ON ALUM_ SOFFIT TO BE INSTALLED �-MID. POINT OF II o 11 W1 (2) 12d's @ EACH ALUM. SOFFIT TRUSS SPAN, OR 10'-0" O.C. MAX. O.S.B. SNE,4T4-IINC� %' STIFFBACK AT ALL UPRIGHTS TO F3E INSTALLED D CDX PLYWOOD SECURED OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STfF1=BACK AT ALL SEE ENERGY CODE FORMS PER NAILING SGHEQULF SEALED ENCS_ FOR SIZE 10'-0" O.G. MAX. UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES_ HIGH (SEE SEALED ENG. �" GYPSUM BOARD OR CONDITION.) ` SEE ENERGY CODE FORMS _ a PRE -ENG TRUSS - - - SEE ENERGY CODE FORMS 1 I11 - F012 SIZE CONDITION.) NIGH STRENGTH CLC. O.S.B. SHEATHING OR 2 _ 1=0R INSULATION R -VALUES. l� O_S_B_ 54�EATN(NC OR 2' BOARD FOR INSULATION R -VALUES_ CDX PLYWOOD. ATTACHED - - �„ 1.. MTL. DRIP EDGE GYPSUM BOARD OR - CDX PLYWOOD. ATTACHED - 2x4 NAILER �" GYPSUM BOARD OR 2" 1-I(CN i�E%' NAILING SCHEDULE ON 1 -}ICON STRENC�TN CLCD. 2 PER NAILING SCHEDULE ON - STRENGTH CLG. BOARD SHEET D5 2x4 SUB -BAND - •;.' n -_ BOARD SI -IFFY p5 - _ 2x4 0 24" O.C. � INTE1210fi� SOFFIT - CONC. FILLED LINTEL BLK 1 LONG. FILLED LINTEL BLK „ KNEE WALL VENTED ALUM - LU/ (1) #5 REBAR CONTINUOUS /a THICK, 3 COAT CEMENT /a THICK, 3 COAT CEMENT GONG. FILLED LINTEL BLK PLASTER OVER GRADE UJ/ (1) #5 REBAi2 CONTINUOUS PLASTER' OVER C;RADE PRECAST LINTEL IDII FELT PAPER BACK "D" FELT PAPER BACK UJ/ (1) REBAR CONTINUOUS EMBED. STRAP VERIFY W1 METAL LATH OVER R-4.2 �3ATT. INSUL_ R-4.2 PATI. INSUL. METAL LATH OVER �'--- PRECAST LINTEL TRUSS PLAN APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP OR GRADE "D" FELT OR GRADE "D" FELT WINDOW ATTACHMENT AS 1 WINDOW ATTACHMENT AS WINDOW ATTACHMENT AS 2 THICK, 2 COAT CEMENT- PER MANUFACTURES P'A'PER PER MANUFACTURES E'A'PER .-----� PER MANUFACTURES PLASTER APPLIED SPECIFICATIONS WEEP SCREED SPECIFICATIONS WEEP SCREED Sfi FGIFICATIONS DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) SECURE GABLE TO 2xa P.T. SECURE GABLE TO 2x6 P.T. I _.---f""� PRECAST SILL (l) #5 REBAR VERTICALLY(1) #5 REBAR VERTICALLY (1) #5 REBAR VERTICALLY LU/ GONG. POUR CELL PLATE UJ/ 12d's 8" O.C. MAX UJ/ CONC. POUR CELL PLATE UJ/ 12d'5 8" O.C. MAX - LU/ GONG. POUR CELL (° = 1x2 P.T. FURRING STRIPS SECURE 2xa PT. PLATE TO ( RDING STRIPS SECURE 2x(o PT. PLATE TO 1x2 P.T. FURRING STRIPS lx2 P.T. FUR �.. - 1 �o O.G. 1 1�o O.C. _ _ BLK uJ/ 2 xg ANCHOR BOLT W1 LK W1 2 xc3 ANCHOR BOLT W/ 1� o.c. 2" WASHER SET IN SIMPSON _ _ 2 WASHER SET IN SIMPSON _ _ a" CMU a CMU a CMu HIGH STRENGTH EPDXY 1 : I HIGH STRENGTH EPDXY -1" - - 1/2" GY . LUL. BD. - ---- 1/2 GYP. WL. BD. 1/2 G T F. LUL. BD. - - UJOOp F3ASE WOOD BASE EMBED. MIN. 32" OC MAX. AIN LUOOD BASEEMBED MIN. 32" OC MAX. - ---__- _ ..0 - 2"THICK, 2 COAT CEMENT " z'THICK, 2 COAT CEMENT ?4 PLASTER APPLIED f PLASTER APPLIED a I CTLY TO MASONRY A DIRECTLY TO MASONRY nv a DRE a , 4 a 4 n 1- STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT' CLG. B LO C K WALL BLOCK WALL B BLOCK -WALL SCALE: 3/4" =1' -0" 1A SCALE: 3/4`=1'-0` SCALE: 3/4"=I'-0` 2X4: ® 2X4: ® 2X4: CEI SECURE TO BLOCK W/ 3/f6" SECURE TO BLOCK W/ 3/f4,' SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAP SIZE .300 MIN. HEAD 51ZE .300 MIN. HEAD 51ZE 300 MIN. EMBEDMFNT I Y4') MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4') WITHIN 0' OF EACH END 4 WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH END 4 j� 18' O.C. MAX 5PACIN6F. 16' O.G. MAX SPACING-:. IS' O.G. MAX SPACING. 8' CMU 2X6: ® 2X6: 175;�n 2X6' ® NOTE: STRUCTURAL 2X MUST NOTE: STRUCTURAL 2X MUST 3 SECURE TO BLOCK W/1-1/4' I' DRYWALL SECURE , BLOCK WF-3/fm' BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE FIN TAPCONS BE ON OUTSIDE 4 SECURED NOTE: STRUCTURAL 2X MUST PCONS OR DRIVE PIN I'X4" OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 5ECURED (MIN. SHANK SIZE .145 1x4 P.T. OR 5/4'X4' MIN. SECURE MIN. HEAD SIZE .300, %' TAPCON MIN. 1-Y4' MIN. HEAD SIZE .300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 E6' EMBEFCONDMENT MIN. I THRU FRAME 4 EXTEND 1-Y4" MIN. EMBEDMENT I Y4') EMBEDMENT INTO BLOCK. MIN. EME3EDMENT 1 Y4') 3i{6' TAPCON MIN. 1-Y4" MIN. EMBEDMENT 1 Y4') EMBEEDMENT INTO BLOCK INTO BLOCK W/ %,' TAPCONS WITHIN8" OF EACH END d WITHIN S" OF EACH END 4 EMBEDMENT INTO 5LOCK. WITHIN 8' OF EACH FNP d „ 1 , OR DRIVE PIN 18' O.C. MAX SPACING. S' CMU 18' O.C. MAX 5PAC-ING. la' O.G. MAX SPACING. 2' cRu 2 CDiC (MIN. SHANK SIZE .145 Y2' DR-TWALL s' CMU ' DRYWALL L MIN. HEAD SIZE 300 2X8' ® 1"X4' OR I'X2' P.T. NAILER 2X8' ® 3 i' DRYWALL SECURE BLOCK W/1-1/4' 1'X4' OR I'X2' P.T. NAILER TYVEK BUILDING IURAP MIN. EMBEDMENT I -Ya' SECURE TO BLOCK W/2-3/fb' SECURE TO BLOCK W/2 -Yb , WITHIN 8" OF EACH END 4 18' TAPCONS OR DRIVE PIN �6" 0.58. X 4' MIN. TAPCONS OR DRIVE PIN 1'X4' OR 1'X2 P.T. NAILER TAPCONS OR DRIVE PIN xb' 0.5.E3. X 4' MIN. PAPER BACK O.C. MAX SPACING (MIN. SHANK SIZE .145 --DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .1 0 -DOOR CASING C ALV'D 1 ITL. LATH -DOOR GA51NCx MIN. HEAD SIZE .300 -DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW „ - DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER TAX-1-UR�D WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8" OF EACH END 4 MANUI=ACTURES DETAILS. WITHIN 8' OF EACH END 4 ATTACH TO 2X PER ATTACH TO 2X PER la' O.C. MAX SPACING. IS O.C. MAX SPACING. IS O.G. MAX SPACING. MANUFACTURES DETAILS. FiN15H @ WOOD MANUFACTURES DETAILS. WOOD U)EEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT FXCEEp Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUME JAMB (Do NOT EXCEED Y4") CONSTRUCTION f 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" x WINDOW TO BLOCK +3 4 OR +5/4 WINDOW TO BLOCK +1-15 16" WINDOW TO BLOCK +3" WINDOW 'I'0 BLOCK +3-7 16" ° 41 .. 2X4: 2X4: ® 2X4: CEO 2X4: Sll CMU SECURE TO BLOCK W/ 3/fb' SECURE TO BLOCK W/ 3ifa" SECURE TO BLOCK W/ 3i(g' SECURE TO BLOCK W/Y4" TAPCON5 OR DRIVE PIN TAPCON6 OR DRIVE PIN TAPGON5 OR DRIVE PIN TAPCON5 OR DRIVE PIN 1/2" TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK 51ZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 FIN15H MASONRY MIN. 1=115EDMFNT 1,y4') MIN. EMBEDMENT I Y4') MIN. EMB)=DMENT 1 Y4') MIN. EMBEDMENT 1 Y4') - + WITHIN a" OF EACH END 4 WITHIN 8" OF EACH END NOTE: STRUCTURAL 2X MUST 4 WITHIN a" OF EACH END 4 SE ON OUTSIDE 4 SECURED WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. la' o.c. MAX SPACING. la' O.C. MAX SPACING. THROUGH NON-STRUCTURAL la' O.G. MAX SPACINCz. 2X6: ® 2Xro- ® 2X6: ® 3/fb' TAPCON MIN. 1-Y4" 2X(" SECURE TO BLOCK W/2-%' SECURE TO BLOCK W/2-34' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-34' EMEEDMENT INTO BLOCK. SECURE TO BLOCK W/1-1/4' TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-5TRUCTURAL (MIN. SHANK 51ZE .145 a' CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED MIN. HEAD SIZE .300 MIN. HEAD SIZE .300 3/f6' TAPCON MIN. 1-Y4' MIN. HEAD SIZE .300 /�Y2' DRYWALL MIN. HEAD SIZE -300 THROUGH NON-STRUCTURAL WEEP SCREED MIN. EMBEDMENT 1,V4') MIN. EMBEDMENT 149 EMBEDMENT INTO BLOCK MIN. EMk3EPMENT I Y4') / 1'X4' OR 1'X2' P.T. NAILER MIN. EMBEDMENT 1,V4') )V TAPCON MIN. 1-Y4' WITHIN 8" OF EACH END 4 WITHIN 8" OF EACH END 4 WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH FND 4 FMBEDMENT INTO E3LOCK. DETAIL C WOOD TO' GMU la' O.C.o.c. MAX SPACING. 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. 2ND 2X SECURE TO IS' O.G. MAX SPACING. 8' CMU Ye" DRYWALL STRUCTURAL MEMBER W/(2)124 8' GMU 2xa: ® 1�' DRYWALL 2xa: ® 1'x4' OR I'X2' P.T. NAILER 2x8: ® 3 WITHIN a' of EACH END 4 6' 2xa: ® �' DRYWALL LOCK CONNECTION SECURE TO BLOCK WP-3/fe' SECURE TO FLOCK WP-3/(�' SECURE TO BLOCK WF-/(�' TO 8' O.G. MAX SECURE t0 BLOCK W/1 -I/4' I"X4' OR I'X2' P.T. NAILER- TAPCONS OR DRIVE PIN 1X4 OR i X2 P.T. NAILER TAPGONS oR DRIVE PIN 1' P.T. X 4" MIN. TAPCONS oR DRIVE PIN TAPCONS OR DRIVE PIN i _ i n (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 -�--DOOR CASING (MIN. SHANK SIZE .145 ��DOOR CA51NG (MIN. SHANK SIZE .145 1' P.T. X 4' MIN. SCALE: 1 1/2 = 1 -0 MIN. HEAD SIZE .300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 �_ MIN. HEAD SIZE 300 POOR JAMB OR WINDOW POOR JAMB OR WINDOW POOR JAMB OR WINDOW DOOR CASING MIN. EMBEDMENT I Y4') ATTACH TO 2X PER MIN. EMBEDMENT 1,V4') ATTACH TO 2X PER MIN_ EMBEDMENT 149 ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4') DOORJAMB OR WINDOW WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. WITHIN S OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8 OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O -C. MAX SPACING. 18' O -C. MAX SPACING:IS' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED A') NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM A5 NEEDED TO PLUMES JAMS (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/,2" DOOR JAMB TO BLOCK +2 1/,4 DOOR JAMB 'PO BLOCK +3" DOOR JAMB TO BLOCK +3` 3/4" B -WINDOW TO BLOCK +1-1/2" D WINDOW TO BLOCK +2 1/4)) F WINDOW TO BLOCK +3 C�o WINDOW TO BLKK +3 3 4 SCALE: 1' =1' -0" SCALE: 1' = I' -!d" SCALE: 1' =1 ' -0" A R C H I T E C T S Design Grououp �n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCKA SOUTH LOT X45 PROJEC d # 1703.00 "1970" GARAGE SWING: LEFT PAGE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITECT: STATE OF FLORIDA 40'�� 6 JAM S TWELL NO 12079 DATE: 08/18/09 SCS: 1/4"=1'-0" SHEET D 30F� FIBERGLASS SHINGLES FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER2x4 BLOCKING BETWEEN OVER #15 FELT PAPER ON OVER #15 FELT PAFER ON 2x4 BLOCKING BETWEEN #15 FELT PAPER ON -f/1(o° TRUSSES AT FIRST TWO BAYS O.S.B. SHEATHING OR 2 -1/16 O.S.B. SHEATHING OR TRU55E5 AT FIRST TWO BAYS 0.5.3_ SHEATHING OR z CDX 4 -O O.G. (AT SHEATHING CDX PLYWOOD SECURED CDX PLYWOOD SECURED 4'-0' O.G. (AT SHEATHING PLYWOOD SECURED PER SEAMS) PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS) NAILING SCHEDULE PRE -ENG GABLE TRUSS PRE -ENG TRUSS--�� MTL_ DRIP EDGE PRE -ENG GABLE TRUSS MTL_ DRIP EDGE DONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND W/ (2) 126'5 EACH TRUSS MTL. DRIP EDGE �� r SEE ENERGY CODE FORMS W/ (2) 12d's EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R -VALUES. ALUM. SOFFIT ALUM. SOFFIT FOR INSULATION R -VALUES. 2x4 SUB-BAND5STIFFBAGK AT ALL UPRIGHTS a GYPSUM BOARD OR 2 STfFF6ACK AT ALL OVER 4'-10" HIGH (SEE 8" GYPSUM BOARD OR VENTED ALUM. HIGH STRENGTH CLC_ UPRIGHTS OVER 4'-10" HIGH STRENGTH CLG. SOFFIT BOARD HIGH (SEE SEALED ENG. SEALED ENG. FOR SIZE BOARD DOUBLE TOP PLATE TWIST STRAP VERIFY W/ FOR SIZE CONDITION) CONDITION) ! 2x4 NAILER SEE ENERGY CODE FORMS SECURE 2x4 PLATE TO WALL. TRUSS PLAN SECURE 2x4 PLATE TO '� '--2x4 24" O_C_ INTERIOR WINDOW HEADER SIZE WALL W/ 3"x6" THRU-BOLTS =y FOR INSULATION R -VALUES. all THRU-BOLTS 32" O.G. �T KNEE WALL MAX THEN SECURE GABLE TO �� _ DOUBLE TOP PLATE VARIES PER WINDOW X32" O.G. MAX THEN 2x4 PLATE W/ 126'5 �" O.C. MAX OPENING SEE HEADER SECURE GABLE TO 2x4 8� GYPSUM BOARD OR OR _� — 2xe OR 2x8 STUDS 0 lro" O.G. SPAN CHART FOR HIGH STRENGTH CLG. DETAILS WINDOW ATTACHMENT AS PLATE W/ 12d'5 8" O.C. MAX SECURE GABLE TO DBL TOP ``- MAX W/ R-11 BATT. INSUL. MIN. �� PER MANUFACTURES OR BOARD PLATE W/ SIMPSON HTC4 @ 24" WINDOW HEADER SIZE i6 0.5.6. SHEATHING OR SPECIFICATIONS SECURE C -;ABLE To DBL DOUBLE TOP PLATE O.C. MAX VARIES PER WINDOW CDX PLYWOOD. TOP PLATE W/ SIMPSON OPENING SEE HEADER SPAN ATTACHED PEi� NAILING WINDOW SILL HTC4 � 24" O.C. MAX CHART FOR DETAILS SCHEDULE ON SHEET D5. WINDOW ATTACHMENT AS 2 x8 0 R 2x8 GABLE WALL 2x STUDS 10O.G. MAX W/ WINDOOW HEADER SIZE R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER FIBERGLASS SHINGLES SPECIFICATIONS THICK, 3 COAT CEMENT OPENING SEE HEADER SPAN OVER 4115 FELT PAPER ON 2x4 3LOCKING BETWEEN PLASTER OVER GRADE 4" T G SUBFLOOR GLUED CHART FOUR DETAILS WINDOW SILL -f/1�" O_S_B_ SHEATHING OR TRU55E5 AT FIRST TWO BAYS "D" FELT PAPER BAGK -` AND NAILED AS PER NAILING SCHEDULE 1 O_S.B_ SHEATHING OR ' cpx PLYWOOD 4'-r�° O.C. CAT SHEATHING METAL LATH OVER �� CDX PLYWOOD_ 2x STUDS I�" O.G. MAX W/ SECURED PER NAILING SEAMS) APPROVED HOUSE WRAP ATTACHED PER NAILING ;y R-11 BATT. INSUL. MIN. SCHEDULE - -- ------ - --- __ OR GRADE "D" FELT y=-} SCHEDULE ON SHEET D5 - FRE -ENCS GABLE TRUSS PAPER 4" T 4 G SUBFLOOR GLUED NOTE: SHEATHING MUST /a THICK, 3 GOAT CEMENT AND NAILED A5 PER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED NOT BREAK 1'-0" MIN, PLASTER OVER GRADE NAILING SCHEDULE W/ (2) 12d's EACH TRU55 FROM 2ND FLR LINE - D FELT PAPER' BACK 2x4 5U5 -BAND SEE ENERGY CODE FORMS METAL LATH OVER 2x4 CONT. 'a TOP AND PRE -ENG FLOOR TRUSS APPROVED HOUSE WRAP - ALUM. SOFFIT FOR INSULATION R -VALUES. ( INSTALL PER MFG. SPECS.) BT. OF FLR TRUSS (TOP OR GRADE "D" FELT 2x4 SUPPORTS BTS STfFFUAOCK AT ALL UPRIGHTS r 8" GYPSUM BOARD OR 2° a GYPSUM BOARD OR PAPER PLATE OF 2ND FLR, BT. HIGH STRENGTH CLG. OVER 4'-10" HIGH ( EE HIGH STRENGTH CLG_ 2x4 IS FOR WALL - BOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRUSS SEALED ENG. FOR SIZE 4 -' BOARD NOT BREAK 1'-0" MIN. - (INSTALL PER MFG. SPECS.) CONDITION) SHEATHING NAILER) CONC. FILLED LINTEL BLK FROM 2ND FLR LINE 2x4 NAILER `W� W/ (1) #5 REBAR CONTINUOUS - " GYPSUM BOARD OR 2" SECURE GA5LE TO DBL WEEP SCREED - HIGH STRENGTH CLG. TOP PLATE W/ SIMPSON (SEE DETAIL 2A) R-4.2 BATT, INSUL. 2x4 CONT. TOP AND ! 2x4 w 24" O.G. INTERIOR BT. OF FLR TRUSS (TOP BOARD HTC4 24 O_G_ MAX KNEE WALL EMBED. STi<'.AF' VERIFY PRECAST LINTEL 2x4 SUPPORTS BT - W/ TRUSS PLAN WINDOW ATTACHMENT A5 CONC. FILLED LINTEL 6LK DOUBLE TOP PLATE PLATE OF 2ND FOR, 3T_ W/ (1) #5 RE5AR CONTINUOUS WINDOW ATTACHMENT AS PER MANUFACTURES 2x4 IS FOR WALL WINDOW HEADER SIZE PER MANUFACTURER "THICK, 2 COAT CEMENT 5F'ECIFICATIONS SHEATHING NAILER) PRECAST LINTEL VARIES FER WINDOW SPECIFICATIONS PLASTER APPLIED PRECAST SILL WINDOW ATTACHMENT AS OPENING SEE HEADER SPAN (1) #5 REBAR VERTICALLY WEEP SCREED PER MANUFACTURER CHART FOR DETAILS WINDOW SILL DIRECTLY To MASONRY W/ cor1G. POUR CELL (SEE DETAIL 2A)SPECIFICATIONS ,,-6 0.5.6. SHEATHING OR 2" �--- 2x STUDS 16° o.c. MAX W/ I - lx2 P.T. FURRING STRIPS PRECAST SILL CDX 1='LYWOOp. R-11 BATT. INSUL. MIN. 2—STORY l6" O.C. EMBED_ STRAP VERIFY (1) #5 REBAR VERTICALLY ATTACHED PER NAILING W/ TRUSS PLAN SCHEDULE ON SHEET D5" T G SUBFLOOR GLUED FIRST FLOOR a „cMu _ W/ GoNc. PouR CELL 4 5 _ 1/2 GYP. WL. BD. '"THICK 2 COAT CEMENT � - 1x2 P.T. FURRING STRIPS � ,� AND NAILED A PER BLOCK SECOND - WOOD BASE PLASTER APPLIED i 1� O C /a THICK, 3 COAT CEMENT NAILING SCHEDULE PLASTER OVER GRADE FLOOR FRAME ' - � DIRECTLY To MASONRY _ - a CMU "D" FELT PAPER BACK SCALE: 3/4" _ 1. ®Ou ° ° t .., M -1/2" GYP- WL. BD_ METAL LATH OVER 2—STORY GABLE _ APPRoVED HOUSE WRAP a ° WOOD BASE FIRST FLOOR OR GRADE "D" FELT - a . PAPER BLOCK C �K � E C O ND �' PRE -ENG FLOOR TRUSS ° °. _ ( INSTALL PER MFG. SPECS.) NOTE: SHEATHING MUST - A FLOOR FRAME a NOT BREAK 1' -O" MIN_ =" GYPSUM BOARD OR z" 8 SCALE: 3/4`=I'-0` �' FROM 2ND FLR LINE , ;� `` HIGH STRENGTH CLC-i.°2x4 CONT. e TOP AND 6T. -_ BOARD OF FLR TRU55 (TOP 2x4 - --� CONC. FILLED LINTEL BLK O.S.B. SHEATHING OR " CF -)x SUPPORTS 6T PLATE OF W/ (1) #5 REBAR CONTINUOUS 2x STUDS 16" O.G. MAX W/ PLYWOOD. ATTACHED fi ER 2ND FLfi;:, BT. IS FOR WALL PRECAST LINTEL R-11 BATT. INSUL. MIN. — NAILING SCHEDULE ON SHEET 2x STUDS 1�" O.C. MAX W/ 1.. SHEATHING NAILER) _ �1/I ro 0.5.1=3. OR 2 CpX " T G SUBFLOOR GLUED �' D5 R -II BATT. INSUL. MIN. WINDOW ATTACHMENT A5 -� � � _ � TYVEK BUILDIN�� WRAFPER MANUFACTURER THICK, 3 COAT GEMENT T 4 G SUBFLOOR' GLUED WEEP SCREED SPECIFICATIONS AND NAILED AS PER PLASTER APPLIED TO METAL AND NAILED AS PER ; x PAPER BACK CSEE DETAIL 2A) NAILING SCHEDULE — X G-�ALV'D MTL. LATH (1) #55 REBAR VERTICALLY 77777777 LATH OVER 2 LAYERS OF NAILING SCHEDULE GRADE D BUILDING PAPER 1/0" TEXTURED EMBED. STRAP VERIF-T' W/ CONC. POUR CELL OR PAPER BACKED LATH � � FINISH o WOOD W/ TRUSS PLAN PRECAST SELL WOOD OVER AN APPROVED HOUSE _ > WEEP SCREED i WR'A ) CONSTRUCTION f 2 THICK, 2 GOAT CEMENT - �` 1x2 P.T. FURRING STRIPS P ; C. PLASTER APPLIED l� O.C. 2x4 CONT. � TOP AND BT. OF x p� z DIRECTLY TO MASONRY �- o" CMU _.......... FOR TRUSS (TOP 2x4 1/2" GYP. WL_ Bp. SUPPORTS BT PLATE OF 2ND - WEEP SCREED Ti; _OD EASE PRE -ENG FLOOR TRUSS -- FLR, BT. 2x4 IS FOR WALL PRE -ENG FLOOR TRUSS a" cMu SHEATHING NAILER) i (SEE DETAIL 2A) - 1, SIMPSON HETA-16 EM3WEEP SCREED Ep. - 8 GYPSUM BOARD OR z 1/2 TEXTURED STRAP o 32" O.G. MAX VERIFY HIGH (SEE DETAIL 2A) _ HIGH STRENGTH CLCD. FIN15H MASONRYI Is I W/ TRUSS PLAN _ = BOARD - EMBED. STRAP VERIFY u --_ CONC. FILLED LINTEL BLK I /1 V a GYPSUM BOARD OR � - W/ TRUSS PLAN W/ (U #5 RE6AR CONTINUOUS ° + s n IG STRENGTH CLG. BOARD z"THICK, 2 GOAT GEMENT PLASTER APDL IED WEEP SCREED DIRECTLY TO MASONRY 2 — S TO RY GABLE W/ VAULT FLOOR CONNECTION AT PARALLEL/ DETAIL CcO WOOD TO - FIRST FLOOR BLOCK 2 PERPENDICULAR PRE—ENG FLOOR TRUSS LOCK CONNECTION 1 -r -)SECOND FLOOR FRAME SCALE: 3/4" =1' -O" SCALE: 1 1/2 " -O" SCALE: 3/4`=I'-0` A R C H I T E C T 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.cam AA #: 0003325 SUBDIV. & LOQ': JUSCKA SOUTH LOT X45 ]PROJEC`.'n-mw 1'03.00 MODELS: "19"70" GARAGE SWING: LEFT PAGE: MONOLITHIC 2—STORY -W-ALL SECTIONS ARCHITECT: STATE OF FLORIDA h'a . pU� JA ES ANTWELI_ AR NO 12079 (-DATE: 08/18/09 SCA L,E: 1/4"-1'-0" SHEET D 4 ®�� A R C H I T E C T5 Design Guinc.ro 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & T T.- TUS C KA SOUTH LOT #45 PROJECT'# 1703.00 M®DEr.: "10"70" GARAGE SWING: LEFT 'AGE: MISC. DETAILS mmloo ARCHITECT: STATE OF FLORIDA /NO J NTWELL 2079 08/18/09 SCAB: 1/4"=1'-0" SKEET D 5or