The URL can be used to link to this page

Home My WebLink About2591 Vineyard Cir (a)yet i N r k A_) (J SEP > 5 2999 CITY OF SANFORD FILOi� G & FIRE PREVENTION PERMIT APPLICATION �� Application No: Oq - c b 0 t _ Documented Construction Value: $ � � ,YKA � Job Address: C�q 1 ()int='L�YCL Cl r �rl Historic District: Yes ❑ No Parcel ID: Z ` ��i ` � SZ1 - DUOC7 -Q I Q Zouing: Description of Work: F—f C(n Q Platt Review Contact Person: �'(il��If'_ �IYlC% iY� Title: 0e-fm1 md. PhL�� 0one: a)-'7gq rax:( IUU- WAA2.03 E-ruail: dnbin=arn Property Owner Information drho� Y1 . Com Naute , nC Phone: L�U� �So SZQu Street: 5850 T.Q .L ,sz e �J�V Resident of property?: City, State Zip: of i(a,-AdC j�l . Sn z -Z Contractor Information Nance Phone: LAQ1- 9 LaU Street: w Fax: City, State Zip: C -r lam �State License No.: C Q) 17-15 Z Arch itect(Engineer Information Name: . ��_ Cly-ouo' l r1C . Phone: Aq , L. OA^ Street: l�i��L n ��r lC _1 n Y�� . mem City, St, Zip: wood IVL _ a'q1SQ E-mail:rr- Bonding Company: � Address: Buildiog Permit X Square Uoo(agc: L-1� /k 22yz5 No. of Dwelling, Units: I Electrical ❑ New Service - No. of AMPS: Mortgage Lender. _ n 1 C'_ Address: PERMIT INFORMATION Coustructiou `Type: vJ. - V, No. of Stories: Flood Zone: !1 Plumbing ❑ New Constructiou - No. of Fixtures: Mechanical ❑ (Duct layout required for new systems) hire Spi-iii lder/Alartit ❑ No. of Iteads: TRUSS" PLACEMENT I 3--8-0 APPROVED TRUSS ANCHOR BY BUILDER 2x4 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG STANDARD HEEL HEIGHT 4.7 POUND LOADING 12 . a 8'--8" WALL HEIGHT A BRG. UNLESS NOTED OTHERWISE TYPICAL TRUSS ,CND DETAIL HAIJGER� U5(' OR w SiMf 5UN (A) IIUS26 HUS213 (�) HUSH IIUS28 NOTE. i i YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION, 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES, TRUSSES WILL BE MADE IN STRICT ACCORDANCE MI -1-1 THIS PLACEMENT PLAN. i 3) RECEIPT AND USE OF "LTCSI-B1 Summary Sheet COMMENTARY and RECOMMENDA11ONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TI TLE , DATE All spacing is 24" O.C., except os hotel. All walls shown are bearing, except as noted. All valleys calculated with sheathing under, Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROId TMS OFFICE. Labeling trusses is a Service, not a requirement, Engineered drawings supercede labeling of trusses, It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING FRFCIION BRACING IS NOT PIE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUEACIURER, NOR TRUSS FABRICATOR, PERSONS ERECIING TRUSSES ARE CAUTIONED TO SEEK PRofEssioi Al ADVICE RFGAP,DING ERECTION 9RACING VICII IS ALWAYS REQU44D TO PREVENT TOPPLING AND DOPINOING DURING ERECTION; AND PERMANENT BRACING VATCH MAY DE REOUIRFU IN SPECIFIC APPLICA101S. SEE 'DCSI-el Summary Shee[ COMMENTARY and RGCOUVENDATIONS for HANDIANG, WSTAI.LING & BRACING METAL PLATE CONNECTED WOOD 1RUSSES" (TPI). TRUSSES ARE 10 DF ERECTED AND FASTrNEU IN A SIRAIGHT A110 PLUMB POSITION WIERE 1,10 SHEATHING IS APPLIED DIRECTLY TO 111E 101, CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON 111E TRUSS DESIGN. TRUSSES SHAH BE HANDLED WTH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE. q TRUSS COMPANY SUPFLIES ONLY 1ROSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO 1RUSS HARDWARE CONIJEC11011S FOR REACTIONS UN[)FR 5000 POUNDS, FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO HANGER IS SUPPLIED. CONIRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS, ASCE7-05 WIND and GWITY CRVIERIA Eyposure Category : C fJldg Category : 2 Wind Design Velocity :110 MPH Imp. Factor : LUO Wind Load Duration Foctor : 1.25 Mean Roof Height : 15 ft. Stephen W Warier Struct Eng k54395 4922 Dyer Blvd WP6, FL 33407 561-W-6646 F REV 07-21-09 ENTRY CEILING HEIGHT Trusses shown on this layout are a component part of the Y Proper erection, temporary and permanent 10 bracing design are the responsibility of the building de— N signer or his engineer . Lateral bracing shown on the in— S dividual truss drawings must be placed during the (561) 848-6646 /r��_ ,�j0UT'1-1E,RN —. vu erection procedure.__��_�t` `• _- 13j_) i [- DJ. �I G I'R T� _CT, .fr'Py , q U .=�NpF_!r'g , _ 4922 Dyer Boulevard Wes[ Palm Deach, rt 33107 Na, (sr 95 JQB IVIrl r) AA II Q. CUSTOMER: =, .- LOT:QLK: R lJ\TON .R. LOT/13L1</sueD: -1 f� NAL �T� �e.' [•� AMI SS: AMISS: � C I 1755 -BR r7 M O D I L� � 7 J 5— B R 10 lob 4I ` �Df,Z�`C" 5rl,tF.: 3/1s" -1°—a" PAM ,05-22-09 DRAYN P.Y: 1 I=— I--:; �' F G pRAWItdG NUTAPEn: 11755BR ® STATE OF' FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 5850 T.G. LEE BLVD. SUITE 600 ORLANDO, FL, 32822 TEL: (407) 850-5200 GAB. FAX: (407) 850-5300 1C—WIND • 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 FOR: m fwfw�w.w CLIT[bulrbulfto (-;Ulffb CBC1252212 5850 T. CA. L.EF= BL.V[:>. SUITE 600 C>RL.ANE:>C>, FL. 32822 DATE .•• = 40 850-5300 DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. W/2009 SUPPLEMENT DATE A/C ADJ. • 2007 FLORIDA FIRE PREVENTION CODE ALT. • NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION AMP. BD. • ALL LOCAL AND STATE CODES ALTERNATE MFR. MANUFACTURER GAB. g/3/Oc3cj�`. RF—VISIONS: REVI5EU ENTRY LINTEL TO 5F8 CLG. 1C—WIND FOR ON ELEVATION "C" 4 �P� CLR. 2—FLOOR CEILING N.T.S. NOT TO SCALE CONC. 3B—ELEVATION "B" FRONT & REAR CPT. 413—ELEVATION CONCRETE PL PROPERTY LINE C.T. • OCCUPANCY - RESIDENTIAL, GROUP R3 D. • CONSTRUCTION TYPE - VB DBL D.G. • MIN. INTERIOR FINISH - CLASS B DIA. • BASIC WIND SPEED - 120 MPH (M/S) DIM. DISP. • 1 -STORY RESIDENCE - DP. • 2 -STORY RESIDENCE - MAX. HEIGHT AS PER DR. . D5—MISC. LOCAL AND STATE CODES DTL. DIMENSION R. RISER DISPOSAL RAD. RADIUS D.W. SPECIFIC PARAMETERS FROM FBG 2007 CH. 3 EA. USED FOR DESIGN INCLUDE: DOOR REF. REFRIGERATOR ELEV. EQ. • CONCRETE MASONRY RESIDENTIAL EXH. • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. F.G./FX . • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-02 F.G. SQ.FT. CALC.'S FIN. ELEVATION S.H. SINGLE HUNG FLUOR. FR. DR. EQUAL SHT. SHEET EXHAUST STHG. SHEATHING FTG. LIVING; 1153 56Z. FT. GA. EXTERIOR SHWR. SHOWER FIXED GLASS SIM. SIMILAR GAR. DISP. C-TARAC;E 404 5Q. FT. G.F.I. ENTR'►" 35 5Q. FT. GL. FINISH SL. GL. SLIDING GLASS GYP. BD. LANAI 93 5Q. FT. H.B. FLUORESCENT SWS SHEAR WALL H.C. FRENCH DOOR SECTION HDR. HUI'. OR HT TOTAL 2285 5Q. FT, ININTT.. ABBREVIATIONS C1—COVER REVISIONS ABOVE LAV. LAVATORY DATE DESCRIP'T'ION 1/29/09 PLAN REVISIONS PER LOU AVELLI- REMOVE TRAN50ME OVER AIR CONDITIONING LUM. LUMINOUS ADJUSTABLE M.C. MEDICINE CABINET PG ENTRY DOOR ON ELEV'S "A" AND "5" REMOVE ENTRY COLS. ALTERNATE MFR. MANUFACTURER AMPERAGE MIN. MINIMUM BOARD M.'I'. METALTHRES HOLD g/3/Oc3cj�`. RF—VISIONS: REVI5EU ENTRY LINTEL TO 5F8 CENTER LINE MTD. MOUNTED CABINET MTL. METAL 1C—WIND FOR ON ELEVATION "C" 4 �P� PG 2—FLOOR CEILING N.T.S. NOT TO SCALE CLEAR O.C. ON CENTER 3B—ELEVATION "B" FRONT & REAR PG 413—ELEVATION CONCRETE PL PROPERTY LINE CARPET P.B. PUSH BUTTON 5BD— FRAMING PLAN ELEVATION "B" PG 6—ELECTRICAL CERAMIC TILE PH, PHONE PG Dl—FOUNDATION DRYER PLT, PLATE PG D2—MISC. DOUBLE PLYWD. PLYWOOD PG D3-1—STORY DUAL GLAZED PR, PAIR PG D4—MISC. DIAMETER P.T. PRESSURE TREATED PG D5—MISC. DETAILS DIMENSION R. RISER DISPOSAL RAD. RADIUS DEEP R.A.G. RETURN AIR GRILL DOOR REF. REFRIGERATOR DOWNSPOUT RM. ROOM DETAIL R.O. ROUGH OPENING DISHWASIIER S.C. SOLID CORE EXT DR EACH S.D. SMOKE DETECTOR ELEVATION S.H. SINGLE HUNG EQUAL SHT. SHEET EXHAUST STHG. 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 -FAULT CIRCUIT 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 IRON ;.REVIEWED 9 ' if OF �, Ain 1 ✓ INDEX OF DRAWINGS SHEET # DESCRIPTION PG C1—COVER PAGE. PG GN— GENERAL NOTES PG 1—F'OUNDATION PLAN PG 1A—DOWEL PLAN PG 113— LINTEL SCHEDULE PG 1C—WIND LOAD CALCULATIONS PG 2—FLOOR PLAN PG 3B—ELEVATION "B" FRONT & REAR PG 413—ELEVATION "B" LEFT & RIGHT PG 5BD— FRAMING PLAN ELEVATION "B" PG 6—ELECTRICAL PLAN PG Dl—FOUNDATION DETAILS PG D2—MISC. DETAILS PG D3-1—STORY WALL SECTIONS PG D4—MISC. DETAILS PG D5—MISC. DETAILS & "D " I A R C H I T 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 TUS KA SOUTH LOT#40 ]PROJECTM 1'03.00 MODE: "1755" G"ASE SWIENG: RIGHT ]PAGE: COVER PAGE ARCHITECT: STATE OF FLORIDA JA CANTWELL NO 12079 DATE: 08/18/09 SCAT M: 1/417_11-077 SHEET I ®r I GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 II. ATTICS Wl STORAGE 20 III. ATTICS WIOUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE_ (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/2-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE V- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN '/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. 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 3/4'. 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 I 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 '/a INCH AND NOT MORE THAN 3/a INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - Wl A 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 T-UTRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/4" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/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 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9, FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 518" OSB EXPOSURE -1 OR 112" CDX PLYWOOD. 112" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/4' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 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 L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, %" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR 311.2. A R C H I T E C T S 144. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r► SUDDIV. & IOC': IFUS KA SOUTH LOT#40 PR®JECT� 1703.00 M®DEI,: 1755" GARAGE SWING: RIGHT PAGE: GENERAL NOTES ARCHITECT. STATE OF FL_ORI®A 406 7 JAM IGNDATE: 08/18/09 SC I�E:1/4"-f-0" SlfEET 03F 24"X24"X12" CONC. PAp W/3 - S BARS E.W. ON CNAIR5 MIN. 3" COVER 401-O" 21' -1111 D1 2'-ro" I, ro'-311 I♦ i. 3 -V � -SC/ 3 -8 I 131411 / I=QII 2/ 11 011 FOUNDATION PLAN I _1 7'/110X41 L --J ' GARAGE ARCHITECTS 144. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV8e TOT TUSKA SOUTH LOT#46 IPR®JECT# - 1703. 00 MODE: "1'55" GARAGE SWIENG: RIGHT 'AGE: F'0 U.INDAr1'10. PLAN ARCHITECT: STATE OF FEORIDA 4110 . i ��C1�9 SHEET ■— — _ -4 1/2° — — °�° — — — — — -7 �- �-�— I , LAV. I XFDT. m I I u ■ AV. = r 1 I SLAB. a '-'-��-- O -3 1/2 _ - F(N. LONG SLAB `Q w \ � m — -211 m 11.811 I y /7f`,'jL,= 10'-11° a'-3" -4 11 2'-211 ■■ ■ ■ ' +1 F--— N'B' ■ 1P� 24"X24"X12" CONC. ^ p 1 PAD W/3-05 51451;15 l ) E.W. ON CHAIRS WG' MIN. 3" COVER I- W/ EXTEND ` SLAP 1 1/2" SHOWER 2X6 I ■ 1 D1 ■ m I � I I 4" CONC. REINFORCED I W/�o"X(o" W1.4 X W1.4 WWM r ■ o� OR FIBERME5N ON ro-MIL. -' I <r _ VAPOR BARRIER ON �I WELL -COMPACTED m ° o � 1 CLEAN TERMITE °`� -A Dl TREATED FILL OR ® I APPROVED 5U135TITUTE, (RECRUIT II 5Y5TEM) ■ f I R/A ■ 1 141_411 \\ \ CA \ DPT I 4 W I CHASE \ \\ _ -1 X OPT I EXTEND \\ \ P 1 L�JL�JJ J = I D SLAB 1 1/2 L - _ — — \ ■ 51NK pW. r \ " =4" =8 13' 2' \ EXTEND I - ` WH. (m \� / Ill SLAB 1 1/2" I J -5 1/2" \ ■ (� �� I �r ■ ■ �� d 2" STEEL I- I l�E ; oND.� - 1 I- -811 3'_41 _g11 I 5OLLARP EXTEND END OF PVC. O I CN145E UP 12' ABOVE I L J I COND. CONC. PAD — c� ■ I 0'-0" ELEV.-17�I ® ■ I O I `r FIN. CONC. SLAB I ' pl � I I I �- ■ Dl ■ -11/2" ` ® N.B. ■ ■ c., ■ I♦ i. 3 -V � -SC/ 3 -8 I 131411 / I=QII 2/ 11 011 FOUNDATION PLAN I _1 7'/110X41 L --J ' GARAGE ARCHITECTS 144. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV8e TOT TUSKA SOUTH LOT#46 IPR®JECT# - 1703. 00 MODE: "1'55" GARAGE SWIENG: RIGHT 'AGE: F'0 U.INDAr1'10. PLAN ARCHITECT: STATE OF FEORIDA 4110 . i ��C1�9 SHEET 241-411 l,al-4° ,31 -all PLAN Fj �OP"f. 3xci (AlR GARA.GE I ARCHITECTS 1 Design Group�nc. 2441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4073 www.abdesigngroup.com AA #:0003325 Su33Dav & LOT: TUS KA SOUTH LOrT#46 IPROJECT# 1"03.00 mOrE11=: "1'55" GARAGE SWING: RIGHT IPAGE: DOWEL P LAN ARCHITECT: 'ATE OF FLORIDA WL 1012079 DATE: 08/18/09 SCAM: 1/4„-1'-0” SHEET IAOIF1 SAFE LOAD TABLES GRAVITY FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U -LINTELS 8" PRECAST & PRESTRESSED U -LINTELS Rm SCHEDULE LINTEL NO_ GRAVITY UPLIFT L 1 LATERAL TYPE Tl PF 8F8-05 BF12-05 16-0 0-0 24- 28-03F32-019 28-1T 8F32 -IT LENGTH 8u8 81=8.15 8F12-0 8F16-iB 8F20-15 8F24-15 BF20-0 BF32-15 12-2T 16-2 3166 4413 6(039 1526 9004 10412 11936 2'-10'(34") PRECAST 2302 4101 5332 6569 1811 9055 SF24-OB/1T 4'-4' (52') PRECAST 2'-10'(34") PRECAST 4'-6" 3166 4413 6039 1526 90004 10412 11936 2021 135-1 3138 3311 46691 6001 1315 8630 9941 3'-(o' (42') PRECAST 2302 11002 2165 2289 3260 4231 5219 6204 1192 3166 4413 6039 1526 9004 10412 11936 5'-8' (68') PRECAST 185 2325 2496 3461 4438 5410 6384 1358 4'-0'(413') PRECAST 2029 1036 2162 4014 6412 1818 1989 2832 3680 4532 2646 4413 6039 1526 9004 10412 11936 4'-6' (54') PRECAST 1651 1181 1913 2651 34(03 4149 4896 5644 1925 215x0 2110 4021 6039 1526 9004 10412 9668 1660 1162 1223 1301 1809 2311 2826 3336 3846 5'-4' (64') PRECAST 1154 1105 2435 3111 3913 4658 5406 6141 896 1665 2889 5051 6096 5400 6424 1450 (90') PRECAST 665 1(00(0 1059 1414 1889 2304 2121 3131 5'-10'(10') PRECAST 912 505 2329 1393 1431 20500 2610 3293 3920 4549 1459 2464 4144 5458 4431 5280 6122 3084 3665 4241 2101 3263 2146 3358 3911 4585 PRECAST 9311255 r1 418 418 1212 1315 1815 2441 255 2101 3396 5260 1134 8995 6890 1200 1133 1029 1615 2385 1994 2439 2886 3333 (90')PRl=CA5T 161 1684 2192 2103 3216 3132 9'-8' (116') PREGA' T 959• 1029 1615 2610 3839 5596 bbl3 5041 9'-4' (112') PRE=CAST 513 632 1049 1469 1210 1482 1154 2021 591 651 168 1212 1818 2544 3469 4(030 3121 10'-6"(126'0 PRECAST 456482 Bmz 1125 915 1122 1328 1535 1852 2144 655 1025 1514 20881 2114 3130 2404 (136') PRECAST 44.5 598 935 1365 1854 2355 1193 2015 10021 1261 595 935 1365 1854 2441 3155 4044 1039 1389 545 864 1254 1689 L 1510 1518 12'-0'(144') PRECAST 4.14 899 1104 1309 1515 11'-4' (136') PRECAST 555 864 1254 1693 2211 2632 3590 I 421 126 1025 1331 1635 1224 1418 13'-4'(1&0') PRECAST 362 6001• 40x,0 631 816 1001 1186 1312 485 148 1016 1435 1855 2343 2920 340 381 648 919 1190 1462 1081 1260 14'-0'(168') PRECAST 338 500• 340 532 686 541 991 455 100 1003 1335 1114 2153 2666 NR NR NR NR NR NR NR 14'-8' (176') PRE5TRE55ED N.R 1361 1631 1891 455• 316 493 465 165 1310 2045 2610 3185 3165 NR NR NR NR NR NR NR I5'-4' (184') PRESTRESSED h1.R 318 629 922 1254 56 1561 1816 420 695 1250 1535 2310 2890 3410 NR NR NR NR NR NR NR Il' -4' (2081) PRESTRESSED N R 357 228 218 430 553 611 801 925 310 530 950 1400 1800 2200 2600 NR NR NR NR NR NR NR 19'-4'(232') PRE5TRE85ED NR 1381 1616 188 236 361 464 240 400 150 1090 1400 1120 2030 21'-4' (256')PRESTRES6l=p NR NR NR NR NR NR NR NR 216 153 330 610 940 1340 1150 2110 l2'-O'C264'JPRESTRE68Ep NR NR NR NI NR NR NR NR (232') PRESTRESSED 160 300 510 810 1250 1660 1 1910 204 NR NR NR NR NR NR NR 24'-OC288") i'R=6TRESSED N.R 145 186 218 35612 590021' 1300 2400 470 120 1030 1350 1610 8" PRECAST & PRESTRESSED U -LINTELS Rm SCHEDULE LINTEL NO_ UPLIFT UPLIFT L 1 LATERAL LATERAL Tl PF 2t& -IT 12 -IT 16-1T 20-1T 24-1 28-1T 8F32 -IT L.ENCYTI-I LENGTH - LENGTH 8-2 12-2T 16-2 20-2 4-2 28-27 8F32-27 8U13 8F13 5904 2121 2818 4101 5332 6569 1811 9055 SF24-OB/1T 4'-4' (52') PRECAST 2'-10'(34") PRECAST 4'-6" 1821 3412 4982 6412 1941 9416 2021 2021 135-1 2121 2184 3981 519P) 6401 163(0 8851 &F24-IB/1T SF16-05/IT 11002 2165 2289 3260 4231 5219 6204 1192 832 (42') PRECAST 1550 2058 2566 30015 3555 5'-8' (68') PRECAST 185 1251 1251 1192 2165 2215 3165 4125 5091 6061 1036 2162 4014 6412 1818 1989 2832 3680 4532 5381 6245 1449 1924 4'-(d' C48') PRECAST 2816 3352 r2'-10'(10') PRECAST 135 501 938 938 924 1818 1925 215x0 3583 4422 5264 611x0 6516 54500 4'-6' (54') PRECAST 1660 1162 2501 3251 4010 4161 5525 121 121 1660 1105 2435 3111 3913 4658 5406 6141 896 1393- 1484 2110 2141 3315 4010 4645 (90') PRECAST 665 5'-4' (64') FRECA5T 882 1513 20042 2513 3101 3642 805 505 2329 1393 1431 20500 2610 3293 3920 4549 834 1253 1011 1212 L._ 1930 2505 3084 3665 4241 1491 2119 5'-lro'C1rD') PRl=GA5T 3595 2815 1810 2280 2153 3221 418 418 1212 1315 1815 2441 30410 3583 4151 941 PRECAST 1141• 1200 1133 2250 2169 3290 3812 1(01 881 533 1141 1182 1684 2192 2103 3216 3132 9'-8' (116') PREGA' T 959• 912 1415 1914 2354 2191 3240 614 1'-6" (90') PRECAST 521 1009 1369 1128 2088 2450 591 651 990 1029 1466 1901 2 351 219"1 324F2 9'-4' (112') PRECAST 612 9880 1269 1560 1852 2144 454 630 155 1192 1550 1910 2211 2634 10'-6"(126') PRECA5T r(.(60 498 193 10021 1261 1496 1131 396 493 611 1039 1389 1111 2034 2358 439 696 899 1104 1309 1515 11'-4' (136') PRECAST 363 556 I 535 905 1295 1595 1896 2198 6001• 40x,0 631 816 1001 1186 1312 1'1'-r0' (144') PRECA5T 340 494 631 486 818 1209 1514 1199 2086 500• 340 532 686 541 991 1153 13'-4' (1(oO') PRECAST 302 398 513 409 652 1004 1361 1631 1891 455• 316 493 635 118 1065 14'-0'(168') PRECAST 286 360 548 318 629 922 1254 56 1561 1816 243 295 459 591 124 851 990 14'-8' (116') PRESTRESSEp 243 352 582 552 1156 1491 1142 N.R. 357 228 218 430 553 611 801 925 15'-4' (184') F'RFSTRE55Ep N.R. 321 228 329 542 191 10012 1381 1616 188 236 361 464 561 610 114 11'-4' (208')PRE5TRE65ED 77 N.R. 255 216 449 649F141 1389 165 2001 313 4015 66l (232') PRESTRESSED 204 165 239 383 5500 1160N.R. 145 186 218 35612 590021' 4' C256')PRESTRESSED 112 142 212 336 4111 993N•R. 1400 1808 268 3433 568N.R. 22'-00'(264')PRE6TRESSEp 161 131 205 322 4511 941 24'-0'(288') PRESTRE55ED 121 165 244 3121515 N.R. 135 124 It* 290 405 533 •REDUGE VALUE BY 25n FOR GRADE 40 FIELD MBAR 8" PRECAST W/ 2" RECESS DOOR IJ -LINTELS 8" PRECAST W/ 2" RECESS DOOR U -LINTELS �. SCHEDULE LINTEL NO_ UPLIFT GRAVITY L 1 LATERAL TYPE else -IT OW10-IT aw14-IT 8W18-iT BIW22-IT BFF26-IT 81 30-I 6" awl 0-00 BIW14-0 FIs -0 8W22 - 8} 26- 8RF30-0B L.ENCYTI-I LENGTH - BRRb-,B Bf 10-I® eF�F14-IB aWlel-18 efW22-1B 8t-26-18 &RW30-IB 8W194T MF224T 1591 3053 2982 3954 4929 5904 6880 4'-4' (52') PRECAST 1489 3260 4112 4961 5825 4'-6" SF24-OB/1T 4'-4' (52') PRECAST L 8 4'-6" 1821 3412 4982 6412 1941 9416 10818 4'-6' (54') PRECA5T 135-1 1449 2182 2114 3600 4461 5315 6264 &F24-IB/1T SF16-05/IT 11002 3412 4982 6412 1941 9416 10818 SF16-0B/IT OPT. 6068 5GD 832 1602 1550 2058 2566 30015 3555 5'-8' (68') PRECAST 185 853 1192 1455 2240 3036 3531 4643 5453 1153 2162 4014 6412 6516 5814 6539 3055 3689 Ili 1500 1449 1924 2400 2816 3352 r2'-10'(10') PRECAST 135 501 5001 924 1132 1141 2351 1103 2051 3811 6412 6516 54500 6411 (80')PRECAST 822 901 1611 2933 2516 3223 3812 4522 Sol 1611 2933 4100 6130 8111 6141 896 161 1311 2252 1958 2451 2944 3439 (90') PRECAST 665 118 882 1513 20042 2513 3101 3642 164 1311 2329 3609 5492 6624 5132 PRECAST 311 420 834 1253 1011 1342 1614 1886 2509 3039 535 928 1491 2119 2618 3595 2815 8" PRECAST W/ 2" RECESS DOOR U -LINTELS �. SCHEDULE LINTEL NO_ UPLIFT YPE ELEVYA� 41II3" ELEV. "C" 4111)" COMMENTS V L 1 LATERAL Tl PE else -IT OW10-IT aw14-IT 8W18-iT BIW22-IT BFF26-IT 81 30-I L 2 4'-6" NCYTi-{ SF16-0E3/iT L 3 SRU 8RF - OFVO-2T 989'1047 6"14-2T 8W194T MF224T &W26-2 8W30-2 8F36-1i3/1T L 5A 9'-4' 1244 1513 2413 3260 4112 4961 5825 4'-6" SF24-OB/1T 4'-4' (52') PRECAST L 8 4'-6" SF24-05/7 SF1ro-0E3/1T L 9 L lO 4'-6" 9'-4' SF24-05/7 SF12-15/IT 932 932 i0'-6" 1244 1519 2339 3110 4008 4850 5696 6'-ro" &F24-IB/1T SF16-05/IT 1192 1501 2311 3121 3931 4156 5511 SF16-0B/IT OPT. 6068 5GD 4'-6' (54') PRECA5T 853 853 1192 1455 2240 3036 3531 4643 5453 924• 1112 1195 2423 3055 3689 4325 5'-8' (6$') PRECAST 501 5001 924 1132 1141 2351 2918 3603 4230 596• 1138 1142 2352 2965 3581 4198 5'-10'(10') PRECAST 469 469 896 1099 1690 2288 2891 3491 41006 118 882 1513 20042 2513 3101 3642 6'-8' (80')PREGAST 830 1100 118 956 1468 1981 2509 3039 3563 688 691 1325 1810 2280 2153 3221 1'-6' (90')PRECA5T 110 941 688 849 1302 1162 2225 2690 3151 533 433 808 1123 1413 11004 1995 9'-8' (116') PREGA' T 516 614 533 521 1009 1369 1128 2088 2450 •REDUCE VALUE F3Y 15% FOR GRAPE 40 FIELp RESAR L - E9 L- B L-10 25 -SH 25 -SH EGRE55 EGRE55 25-5H ELEV. 11,411 1^11 } 11511 26 -SH EL-EV. I1,411 ^II r 1111 1-IATERiALS I_ F'c precast lintels - 3500 pot. 2. F'c prestressed Ilntels - 6000 pat. 3. r'c grout = 3000 pel w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM CSD w/ minimum net area compressive strength - 1900 pal. 5. Rebar provided in precast lintel per ASTM AVE, GR60. Fiesld rebar per A5TM A615 GR40 or CsR60. 6. Preotresoing strand per ASTM A416 grade 210 law relaxation. 1. 1/32 wire per ASTM A510. E5. Mortar per A5TM 6210 type M or 5. Ll TEL SIC LE S'-8" BEARING HEiGHT THROUGH OUT ELEVATION "A" 4 "B" 9'-4" BEARING HEIGHT THROUGH OUT ELEVATION 1101 4 ")1 GENE RAL NOTE 5 1. Provide full mortar head and bed joints. 2. Shore Filled Ilntels as required. 3. installation of lintel must comply with the architectural and/or structural drawings. 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_/3ro0 vertical deflection, except lintels 11'-4' and longer with a nominal height or 5' meet or exceed L/180. 6. i3ottom Field added rebar to be located at the bottom of the lintel cavity_ 1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. S. Safe load ratings based on rational design analysts per AGI 318 and AGI 530 &F]&=05/IT 81'1ro-18/1T 8R1=22 -08/1T 8I=24 -05/1T 81=28-15/17 44^%Tm TT LINTEL SCHEDULE LINTEL NO_ LENGTH YPE ELEVYA� 41II3" ELEV. "C" 4111)" COMMENTS V L 1 4'-6" SF24-OE3/1T SF16 -OB/1T L 2 4'-6" 8F24-OB/1T SF16-0E3/iT L 3 4'-6" ■ ■ 0F16--0E3/1T ■ ■ 4'-6" 8RF22-OBAT SFS-®B/iT L 5 11'-4" SF20-154T 8F36-1i3/1T L 5A 9'-4' 5F28 -15/1T 8F3ro-113/1T L 6 &F]&=05/IT 81'1ro-18/1T 8R1=22 -08/1T 8I=24 -05/1T 81=28-15/17 44^%Tm TT LINTEL SCHEDULE LINTEL NO_ LENGTH YPE ELEVYA� 41II3" ELEV. "C" 4111)" COMMENTS V L 1 4'-6" SF24-OE3/1T SF16 -OB/1T L 2 4'-6" 8F24-OB/1T SF16-0E3/iT L 3 4'-6" &F24-OB/1T 0F16--0E3/1T L 4 4'-6" 8RF22-OBAT SFS-®B/iT L 5 11'-4" SF20-154T 8F36-1i3/1T L 5A 9'-4' 5F28 -15/1T 8F3ro-113/1T L 6 4'-6" 8F24 -05/1T &Flro-05/1T L 1 4'-6" SF24-OB/1T 8F16-05/7 L 8 4'-6" SF24-05/7 SF1ro-0E3/1T L 9 L lO 4'-6" 9'-4' SF24-05/7 SF12-15/IT 93Fi&-05/1T BFir!2-15/IT L 11 i0'-6" 8F12-15AT 8F1ro-113/IT L 12 1'-6" SF24-15AT &F16 -013/1T L 13 6'-ro" &F24-IB/1T SF16-05/IT L 14 6'-6" EF24-1544 SF16-05/IT L 15 1'-&" SF24-15AT SF16-0B/IT OPT. 6068 5GD 3rd CAR GARAGE 8'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" 9'-4" E3EARfNG HEIGHT THROUGH OUT ELEVATION "G" d "D" A R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6073 FAX: 407-774-4073 www.abdesigngroup.com AA #: 0003325 SU'BDTV, & LOT: TU KA SOUTH I : ]PRO JEelf C TIF 1703.00 MODEL.-. 1755" RIGHT PAGE: LINTEL SCHEDULE ARCHITECT: STATE OF FLORIDA DATE: 08/18/09 SCAJ-,E: 1/4„_11-0„ SKEET I 'D0FT� 05 RE13AR AT TOP SAFE LOAD TABLE NOTES """' �Q'D ° 1-1/2' CLEAR I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled T�'F)E DE5IGNATION lintels must be reduced by 2051 if bearing length 10 less than Safe loads for all recessed lintels based on 8' nominal bearing. F = FILLED WITH GROUT / U = UNFILLED 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. =ANTITY OF #5 REE5AR AT � 4. Safe loads based on 40 or 60 field rebar. BOTTOM OF LINTEL CAVITY F t'a' ; gradc grade lj 5. Additional lateral load be by the designer by , _- GROUT capacity can obtained providing addional reinforced masonry above the precast lintel. of 1 _ 15 T Z ' ' 6. One *1 rebar may be substituted for two 45 rabars in 8' lintals only. + 1. The designer may evaluate concentrated loads from the safe load tables by L • • "5 ilEBAR AT M of LINTEL CAVVITYITY calculating the maximum re8loting moment and shear at d -away from the Face of support. NOMINAL WIDTH QUANTITY OF'5 8. For composite lintel helghts not shown, use safe load From next lower height. NOMINAL HEIGHT-]REi3AR AT TOP L30TTOM REINFORCING PROVIDED IN LINTEL 1-FVWACTIJAL� e. All safe loads In units of pounds per linear Foot. 8' NOMINAL WIDTH (VARIES) A R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6073 FAX: 407-774-4073 www.abdesigngroup.com AA #: 0003325 SU'BDTV, & LOT: TU KA SOUTH I : ]PRO JEelf C TIF 1703.00 MODEL.-. 1755" RIGHT PAGE: LINTEL SCHEDULE ARCHITECT: STATE OF FLORIDA DATE: 08/18/09 SCAJ-,E: 1/4„_11-0„ SKEET I 'D0FT� 12 cl-3 25-5H 25-5H EeRE55 EGRE55 �J ELEV. "Au 4 "5" 2A26 -SH ELEV. "A" 4 'I5" MI uo-ALCULATIONS 3rd CAR\, GARIIAGE COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 110 MPH WIND REMARKS 120 MPH WIND 1 1-f 25-5H 5 21.1/ -20.0 25.0/ -33.1 lA 19 26-5H 5 20.9/ -2-1.0 24.8/ -32.6 2 11 25-514 5 21.1/ -28.0 25.0/ -33.1 2A 3 19 1-1 26 -5H 25 -SH 5 5 20.9/ -2-1.0 24.8/ -32.6 18.3/ -22-4 21.8/ -26.7 314 19 26-5H 5 20.9/ -27.0 24.8/ -32.6 4 24 3000 DR 4 21.1 / -22.9 25.1/ -21.3 5 112 16'-0 X 1'-0 63ARAGE DR. 5 21.1 / -22.9 25.1/ -27.3 5A 56 8'-0" X 1'-0" GARAGE DR. 5 19.4/ -24.4 23.1/ -29.0 11 25-5H 4 21.1/ -22.9 25.1/ -21.3 7 11 25-5H 4 21.1/ -22.9 25.1/ -2-1.3 S 11 25-5H 4 2 1.1 / -22.9 25.1/ -21.3 9 1-1 25 -SH 5 21.1 / -22.9 25.1/ 10 40 OPTIONAL 6065 S.C.D. 5 19.9/ -25.5 23.1/ -30.3 11 40 r'-0" X �'-8" 23.-1/ -30.3 12 24 35-5H 4 20.6/ -22.4 24.5/ -26.7 13 24 35-6N 4 20.6/ -22.4 24.5/ -26.7 WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 2004 ALLOWS THE PRESSURES TO 5E AVERAGED WHEN THE OPENING IS PARTIALLY LOCATED IN P30TH ZONE 4 AND ZONE 5 WIND PRE5SURE5 ARE 5ASED ON WIND SPEED=120MPH (3 SECOND GU5T) IMPORTANCE FACTOR= 1.0 EXPOSURE CATEGORY = B MEAN ROOF HEIC-cI-IT=L.ESS THAN 30 FT. FOR AN ENCLOSED BUILDING 1/'1 -n PERCENTAGE OF AREA WITh11N "LONE 4: A:1= LL.33- L6=0.71 fl' PERCENTAGE: OF AREA WITHIN LONE 5: A;=4.66= L6=0.29 f1' AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21.8 (0.9) + 21.8 (0. L 0) = t9,62+2.18 = 21.8 psf AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: p = -21.0 (0.7 L) + - 26.55(0.29) _ -17.05 -P (-7.7) _ -24.75 psi. AVERAGE GARAGE .DOOR PRESSl1RE; p=21.8/-24.8 A R C HI T E C T S Des n Grou�rn�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU13DIv. & LAT: TUSKA SOUTH LOT#40 PROJECT# 1703.00 M®DE14- "1755" GARAGE SWING: RIGHT PACE: WIND LOAD CALCULATIONS ARCHITECT: STATE OF FLORIDA 78 ?009 JAMEaF CANTWELL DATE: 08/18/09 8�1�iT 1/4" SI-lEET 1 c or 1It 0 �. 419811 r'=0" =0" 201-011 I40'_011 FLOOR PLAN V-8" FEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "F" 9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" Nm �uj 1 IN a c� Q) N MODEL SPECIFICATIONS * GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSNED * WINDOW SILLS TO BE OPTIONAL * MASTER AND SECONDARY PATH TO RECEIVE 3G " MIRROR * VANITY MIRRORS TO BE RAISED OFF 5ACKSPLASH * ALL DOORS ARE to' -a" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES TO BE WALL MOUNTED 3-1/2",.> N 9-1/2��21I " I I' DBL. TOP PLATE ILI ILI u 1=LEG_ OUTLET PER ELEC. CODE= (1 BMK D 1'PAIL zo Q c� i— 3 4c4) — ARCH DETAIL OWNER'S SUITE t EXTERIOR MASONRY WALL BRC. HEIGHTS 8'-a" BRG. 91-411 1 - �{ II BRIE. cY,) SQ.FT. CALC.' S LIVING GARAGE ENTRY LANAI 1153 404 35 93 SQ. FT. SQ. FT. SQ. FT. SQ. FT. V 0) _� TOTAL OPT. GARAGE 2285 213 5a. FT, 5Q. FT. A 00 00 Q° _j LAV. V_ V2�- f -LANAI -- 11k I - �t Q - 8 3 _ g'-a" cLG o OWNERS- 0 O SUITE _ 0. BATH 8 a a' -all CLG. 8' - a" CLCD. 0 AC — iMg - 0 (CARPET) (TILE) 9 X O oOCoa S.G.D. -_ - �6 W., I� Q _ u — — ®ACTIVE Q -a,I.C. aCARPLIG cn — all 1 {II IIy'�I ,L 101-011 � =SI 1 -1" a,-411 QI-Q 11 I uwC — -- `n 1R -15H BATH EHOR I 0 2 & 110 ° b a1 _ — 20'-�" (TILE) rn 11" 1'-r ll ' -2" — 0LEij -X O 7 BDRM. 3 GREAT = a' -a" CLG. _ ROOM } (CARPET) — (CARPET) — CA c� 8 _ — N = 2-,o I —-' C,43'=a" 9'-011 — — cv IR -15H = m � cv ■ DINING a ROOM r a' -a" d) (CARPET) f—I — `� — — — r - I (Lj I O_ J LAUN. BDRM. 2 - - - -- - — - - - - `v L b:L F. cq ,- - - j a' -a" CLQ. a' -a" CL -1:2r. (CARPET) J 3 -SN 1 1 I p I C i FOYER'' LOQ ♦8 - a' -a" cLCx. SINK UJ" MT (TILE) 2B� 2P MIN. I I N O 0� �V _� Y z I KITCHEN 010 CL. \_2" STEEL - _ (TILE) BOLLARD — _011 IL — — — — — I I C Oif- I _ 11 II 11 ACCESS 40 X16 XI0 L _ C _—j — TRANS. ABV _ 11'-4" 2'-0"- — (ELEV. C) ® NOOK ENTRY TRANS. ABV a' -a" CLC-. a' -a" CLC. (TILE) - (ELEV. D) 2 -CAR GAR. �S V a _ a' -a" CLC. r —/ 25 -SH "All 1 — 'ELEV. " — _ -, - A" /` cn 4 11 — ' Iro'-0" X 1'-011 O.H. ---------------..._.—_.--- �. 419811 r'=0" =0" 201-011 I40'_011 FLOOR PLAN V-8" FEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "F" 9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" Nm �uj 1 IN a c� Q) N MODEL SPECIFICATIONS * GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSNED * WINDOW SILLS TO BE OPTIONAL * MASTER AND SECONDARY PATH TO RECEIVE 3G " MIRROR * VANITY MIRRORS TO BE RAISED OFF 5ACKSPLASH * ALL DOORS ARE to' -a" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES TO BE WALL MOUNTED 3-1/2",.> N 9-1/2��21I " I I' DBL. TOP PLATE ILI ILI u 1=LEG_ OUTLET PER ELEC. CODE= (1 BMK D 1'PAIL zo Q c� i— 3 4c4) — ARCH DETAIL OWNER'S SUITE t EXTERIOR MASONRY WALL BRC. HEIGHTS 8'-a" BRG. 91-411 1 - �{ II BRIE. 'DETAIL 2 Q KITCHEN v / \ A \ / cY,) SQ.FT. CALC.' S LIVING GARAGE ENTRY LANAI 1153 404 35 93 SQ. FT. SQ. FT. SQ. FT. SQ. FT. V 0) _� TOTAL OPT. GARAGE 2285 213 5a. FT, 5Q. FT. A 'DETAIL 2 Q KITCHEN v / \ A \ / cY,) L]F] \2,f11 DEW. V 0) _� K�T'CH1�N SCALE:'1 �n I ---� D F_ 7- . I LATH 2 OWNER SCALE: 1/4" = 1'- " SCS' C 3'-2" I, ARICH DE rr AIL v DINING ROOM I CHEN SCALE: 1/4" = 1'-0" 'S LATH 0 NIR' BATH LE: I/4" 1'-011 9 SCALE • 1/4" - I' -O" - - BDRM. #2 v(cARPE) 0 1 LAUN. __ L --J r oa I ?m r� L --J 20 MIN. WN. Q _ �2" STEEL PIPE 130LLARDr----- ?_2 "x54" ATTIC L ACCESS j c� I 2 -CAR GAR. 5, - a" CLG. 1 `GOND. ./ 101-011 I, OPTIONAL - t 3RD. CAR GAR. - � ry -} _ Hl3 Q I /J1�I X I'- 0 II O.H. 16'-O" X 7'-0" O.N. — --- --. K—/_.a... — _ ll //jj}} /� �j /� all 11-411, Cl C/ ; 201-0" lo' -011 30'-011 0 P T m 3rd C AIR G ABA Gr L 2&'-5` BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 11PI1 g'-4" FEARING HEIGHT TNROUC.�N OUT ELEVATION "C" � "D" A R C H II T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com ooa3325 S` 13DIV. LOT: TUSKA SOUTH LOT#46 PROJECTM 1703.00 MODETA 1755" GARAGE SWING: RIGHT PAGE: FLOOR PLAN ARCHITECT: STATE OF FLORIDA JAME, AR DATE: 08/18/09 SCALE: 1/4"=1'-0" 193REET 2 019,1 0 cY,) V 0) _� A 00 00 Q° CHEN SCALE: 1/4" = 1'-0" 'S LATH 0 NIR' BATH LE: I/4" 1'-011 9 SCALE • 1/4" - I' -O" - - BDRM. #2 v(cARPE) 0 1 LAUN. __ L --J r oa I ?m r� L --J 20 MIN. WN. Q _ �2" STEEL PIPE 130LLARDr----- ?_2 "x54" ATTIC L ACCESS j c� I 2 -CAR GAR. 5, - a" CLG. 1 `GOND. ./ 101-011 I, OPTIONAL - t 3RD. CAR GAR. - � ry -} _ Hl3 Q I /J1�I X I'- 0 II O.H. 16'-O" X 7'-0" O.N. — --- --. K—/_.a... — _ ll //jj}} /� �j /� all 11-411, Cl C/ ; 201-0" lo' -011 30'-011 0 P T m 3rd C AIR G ABA Gr L 2&'-5` BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 11PI1 g'-4" FEARING HEIGHT TNROUC.�N OUT ELEVATION "C" � "D" A R C H II T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com ooa3325 S` 13DIV. LOT: TUSKA SOUTH LOT#46 PROJECTM 1703.00 MODETA 1755" GARAGE SWING: RIGHT PAGE: FLOOR PLAN ARCHITECT: STATE OF FLORIDA JAME, AR DATE: 08/18/09 SCALE: 1/4"=1'-0" 193REET 2 019,1 0 11'-4 1/2" 13LDG_ HG -r. — 6 " SCORED E3AND CTYP_> O' -D" FIN. FLR I 11 I 1-_ ENTRY -o il SCORE=D SAND TYP. J LJ L -J - STONE VENEER TYF. FRONT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS REAR ELEVATION TEXTURED FIN15H O' -O" FIN. FLR, I I I I I xl�- STONE VENEER TYP. Z-1 F7 3rd CAR GARAGE OPT. FRONT ELEVATION STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS _rc'J�r ELEVATION .C'h1: GARAGE ()1"1'. ARCH ITECTS 144-1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325I- - SUBDIV. & LOT: TUSKA SOUTH LO T# 40 ]PROJECT,F 1'03.00 MODEL: 1x155" GARAGE SWING: RIGHT ]PAGE: ELEVATION lJ 13" FRONT & REAR ARCHITECT: STATE OF FLORIDA JAME CANTWELL A NO 12079 DATE: 08/18/09 SCALE: 1/4"-1'-0" SIKEET 3 B `' 16 ci)3rd CAR GARAGE OPT, R� ELE I HT VATION STONE VENEER TO F3E INSTALLED PER MANUFACTURERS SPECIFICATIONS V-5" 5RG. HGT II -/SII 0'-V FIN, FLR, 0'-0" FIN. FLR. i SCORED LAND TYP. -STONE VENEER TYP. A) 6q 100��oo TEXTURED FINISH STONE VENEER TO 5E INSTALLED PER MANUFACTURERS SPECIFICATIONS LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS Imll —STONE VENEER TYP. m' -m" FIN. FUR. l� am rD'-O" FIN. FLR. A a C H I T 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 S \i BDI V i LOT: : TUSKA SOUTH LOT#46 PROJECTIF 1'03.00 MODIECI.: "1`55" GARAGE SWING: RIGHT ]PAGE: ELEVA.I'1O N )) B )) LEFT & RIGHT ARCHITECT- STATE OF FLORIDA JAMEV�ALL AR DATE: 08/18/09 SCS: 1/4"=1)-0'j STIEET 1413 0 � f - --II II II OPT. II II II �0�811 II II II II II II II II II LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS Imll —STONE VENEER TYP. m' -m" FIN. FUR. l� am rD'-O" FIN. FLR. A a C H I T 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 S \i BDI V i LOT: : TUSKA SOUTH LOT#46 PROJECTIF 1'03.00 MODIECI.: "1`55" GARAGE SWING: RIGHT ]PAGE: ELEVA.I'1O N )) B )) LEFT & RIGHT ARCHITECT- STATE OF FLORIDA JAMEV�ALL AR DATE: 08/18/09 SCS: 1/4"=1)-0'j STIEET 1413 0 HEADER SPAN CHART CONNECTOR SCHEDULE 5'-0" TO SIMPSON 5TOfRY AFFL ICAT I ON DES. UPLIFT GRAVITY FASTNER }- META -16 145/0 x e; x a x 10 x 12 (12) IOd x 1 1/2 I -PLY/ (6) Ibd 2 -PLY w (2) META 1985 (12) l0d x 1 1/2 1 -PLY Z p -16 1900 x ro x a x 10 x 12 (14) 1601 2 -PLY HETA-16 1810 (12) 10d x 1 1/2 I -PLY/ (8) Ibd 2 -PLY Q � HETA-20 1810 (12) loci x 1 1/2 I -FLY/ (a) 1601 2 -PLY (2) HF -TA -20 2035 (12) 10d x 1 1/2 I -PLY 2500 (12) Ibd 2 -PLY MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD HGT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD LTAI 1420 (12) I0d x 1-1/2' yGT 41340 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) 51)51/4' X 3' TO WOOD (2)VGT(2-P[_Y/3-P[.Y) 1185/8890 (2)5/P,' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)6 5 1/4' X 3' TO WOOD MTS -12 1000 (14) 10d x 1 1/2 HTS -Ib 1150 (16) 10d x 1 1/2 HT6-20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 910 (10) 10d LSTA-18 ++ 1235 (14) 10d V) META -18 ++ 1365 (14) 10d MSTA-24 ++ 1640 (18) loci a 0:: M5TA-36 ++ 2050 (26) 10d (l MSTI-36 3915 (36) 10d x 110 M5TI-4a 508(0 (48) 10d x 1 1/1 H6 950 (8) ed TO PLATES, (8) 8d TO STUD5 5P4 160 (6) 10d x 1 1/2' TO STUDS A34 36r. (4) 8d x 1 1/2' TO BEAM (4) 8d x 1 1/2' TO POST. HGP2 605 (12) 10d x 1-I/2' HIO 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. (12) Ibd TO WOOD V) ABU 66 2300 12000 (U 3/a' A.T.R. IN HIGH 5TRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC., (12Aod TO WOOD EX: LTTB +++ 1350 1 (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (8)16d TO WOOD O LTT20B +++ 1150 (U 142' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN GONG, (10)I6d TO WOOD 2 U Z HTT-16 +++ 4115 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC., (18)1601 TO WOOD Q HTT-22 +++ 5260 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC., (32)l6d TO WOOD HHDG7II-5D5 2S+ 11,445 (1) 1' A.T.R. IN HIGH STRENE+TH EPDXY, (MIN. 10' EMBED.) IN GONG., (24)SD5 4' x ' WOOD SCREW H1_-)-1 6 (1)'118'A -S. IN NIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (3) ' STUD BOLTS TO WOOD M5HA 3.56/1125 3415 5330 (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. (0.15' EMBEDMENT) IN G.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (18)10d TO BEAM V) lY W HU5C412 (WOOD) 3240 2510 (FLOG 3140 (ROOF) (10) 16d TO HEADER, (10) 16d TO WOOD 0 HUC410 (CMU) 1810 5085 I8-1/4' x 2-3/4" TITEN ( 9 PER FLANGE) TO CMU (10) led TO WOOD Z aC s HIGH STRENGTH EPDXY SIMPSON 'SET EPDXY-TIE'. CONTACT THE AR-HITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR 51MILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT 18 GREATER THAN 1' DEEP, THE VERTICAL CEL[- IN C.M.U. WALL MUST BE FILLED 801-I1D w/ GROUT. ++ I0d COMMON NAILS CAN BE SUBSTITUTED WITH I0d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. V) W +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' O A.T.R. . A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 15 USED. WHEN USING 5TAINLE55 STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN U31NG ZMAx / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A5TM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUE5 BASED ON 5111P50N 'WOOD CONSTRUCTION CONNECTOR5 C -200-J', 'HIGH WIND-RE515TANT CONSTRUCTION C-HW05-R', T-ANCHOR15PEC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SPAN CFt.) UP TO 5'-0" TO SINGLE 5TOfRY AFFL ICAT I ON 4'- 11 1/2 " -l'- 11 1/2 ° AND UP 51ZE CLEAR SPAN DBL 2 DPL 2 DBL 2 DBL 2 x e; x a x 10 x 12 UP TO 5'-4" 5'-4" TO 1'-0" 7'-0" TO 10"-0" 10'-0" AND OVER TWO STORY A PLICATION DOU1N STAIRS 3 NUMBER OF FULL LENGTH STUDS SIZE CLEAR SPAN DBL 2 Dk3L 2 D131- 2 DBL 2 x ro x a x 10 x 12 UP TO 5'-0" 5'-0" TO &'-4" 6'-4" TO 0"-0" a' -O" AND OVER MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SPAN CFt.) UP TO 5'-0" TO 5'-0" U.N.O. 4'- 11 1/2 " -l'- 11 1/2 ° AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END 05 HEADER 1 3 —2x12 C*2 SYP) i/l6" OSB NAIL (3)12d &"-8" O.C. TYP. 2x12 BM./HDR. FRAMING NOTES: 1. HURRICANE STRAPS TO E3E MANUF=ACTURED PY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYt='ICAL HURRICANE STR'AF'5 ARE A5 FOL.L.OW5, U.N.O: * TRU55 TO MASONRY/CONCRETE SHALL BE META -le * F=LOOR JOIST TO MASONRY/CONCRETE SHALL. 5E "ETA -10 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD F=RAMING SHALL f5E MT5-12 3_TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED 5Y TRUSS MANUF=ACTURER. 4. REFER TO TRUSS MANUF=ACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROF=ILE, AND SIZE OF ROOF/FLOOR TRUSSES. �. HEADER: SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON 1=fi;;�AMINC-; PLAN J1 J3 J5 C_ C_ C- C C- C- . L L L C. C- L C_. c_. L L C L L w ul -A _t � -A -A -1 -1 -A _) -A -A _) � � w w FRAMING -3 PLAN ELEVATION "':f3" �c 8'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" c3'-4" PEAiRING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" ii- �-u-H OPT H15 H13 MT= TA -Ir 3rcJl CAR 4(1 (tl (2) META -16 4;AR!1C;E SOUTHERN TRUSS 05/27/09 A R C H I T E C T S Design Group �nc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i uor3IV. LOT: TUS KA SOUTH LOT#46 PROJECT# 1703.00 MODEL: 1755" GARAGE SWING: RIGHT PAGE: FRAMING PLAN ELEVATION ARCHITECT: STATE CE FLORIDA JAMES PANTWELL AR O 12079 DATE:' 08/18/09 SCA :1/4"-1'-0" SHEET U®F ELECTRICAL LEGEND 5''ME30L DEFINITION NOTES SINK DW IIOV OUTLET CKT WIRE II Lu OUTLET 1 12 110V OUTLET WIRED To E 15/1 2 14 SWITCH D 15HwA5HER 15/1 3 EQUIPPED WITH 1200 D 15POSAL IIOV OUTLET GROUND FAULT 14 GFI I o v INTERRUPTER 5 L_� 1500 _ 4 WIRE 30/2 6 JJ/ 220V OUTLET CONNECTION WF EXTERIOR, GROUND FAULT 8 (D WATERPROOF INTERRUPTER 30/2 OUTLET 10 4500 SWITCH 30/2 12,14 SWITCH 3 -WAY OPER. �4 SWITCH 4 -WAY OPER. 10 WALL SMALL AFFIANCE. CIRUITS 20/1 18,19,20 MOUNTED 4500 1115 5Q. FT. L IGHT CEILING LIGHT LIGHTING/RECEFT� 3 WATTS i 1 VAPOR 14 `QJ PROOF TOTAL Vf LIGHT TOTAL LESS A/C LOADS 38325 RECE55ED 38325 CAN 10000 100% 1 CFM PER REMAINDER PER VENT. FAN SGL FT. 40io VENT. FAN 1 CFM PER 1ro995 W/L IGHT SO. FT. 1104(o 2' LIGHT STRIP TOTAL 4' LIGHT STRIP 28(0(02 00000000 AMPS 41 2-C3ULB WRAP FLUORESCENT LIGHT AROUND — —1 2' FLUORESCENT 4' FLUORESCENT 21500 — 4' TRACK I_lr3HT ® PANEL TOTAL METER 32567 SMOKE BATT, BACK-UP O S D DETECTOR W/ HARDWIRE INTER- ONNECITI!!� WALL BATT. BACK-UP MOUNTED W/ HARDWIRE cJ. SMOKE INTER - DETECTOR CONNECTED GAR50N MONOXIDE/ BATT. BACK-UP W/ HARDWIRE 5/Co SMOKE DETECTOR INTER- CONNECTI D PENDANT LIGHT TELEPHONE ® JACK WATER HEAT. WN DISCONNECT AIR GOND. A/C DISCONNECT TV TELEVISION JACK c G Sox REGZUIRED TO 5E SUPPORTED O J -BOX IN ACCORDANC W/ 5OX MARKED AS SUCH FOR INSPECT ION CEILING CEILING;; BOX FAN/LICsHT REGZUIF2ED TO 51= SUPPORTED IN ACCORDANC W/ 5OX MARKED A5 SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER PU5H- FOR �F.5. BUTTON CHIMES NOTES: * LOCATION OF TV JACKS d PHONE OUTLETS 4 FANS TO BE VERIFIED 1w HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN HABITAE3LE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI 1@ ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2001,RESIDENTIAL CODE TABLE 1-115063) GF I WP T A -TAT GFI GREAT ROOM I I I I 5/GO i PRE - W I RED CLC; FAN i OWNERS sD. SUITE V PRE -WIRED CI -C-4 FAN 1 DINING ROOM \ GFI ® I GI"I I SINK DW II CKT WIRE II Lu 20/1 1 12 1500 REFRIGERATOR 15/1 2 14 1200 D 15HwA5HER 15/1 3 14 1200 D 15POSAL 15/1 �I[ILM _ 14 KITCHEN I o v 15/1 5 L_� 1500 _ DRYFR 30/2 -I,9 10 E (o00 _ RANGE 40/2 8,10 8 (D 12000 WATER HEATER 30/2 11,13 10 NOOK / 0. BATH0= i Fw � U U BDRM. 2 I I 3 \ rN r � � FOYER L _ _ PRE -WIRED CLC; FAN IN WH Gf Q \ 44"A.F.F. 0 - - \ WALL MOUNTED -- \ LIGHT W/SWITCH WP ---" 2" STEEL \ IN ATTIC GFI PIPE \\ I---_._.--- Cqu I �U L - - - - - J I � � KEYLEL-I=CSS 1 - FIXTURE 1 _ OUTLET i i i W.I.C. � --- PRE-WIRED CLG FAN F BDRM. 3 OPT. COACH L ICsHT5 2 -CAR GAR. ELEC"TRICAL PLAN NOTE: ALL BRANCH CIRCUITS IN THE 5EDROOM5 ARE TO BE PROTECTED 5Y AN ARG -FAULT INTERRUPTER LISTED TO PROVIDE PROTECTION OF ENTIRE BRANGH CIRCUIT 13 METER (LSI BDRM.# ICONF- FIELD — j GFI VERIFY L ` _ �L� WP LOC. '- AUN. q I / L@—()— J PANEL WN. GF I L44"A.F.F. \ WALL MOUNTED \ LIGHT W/SWITCH \ IN ATTIC \� L----- KEYLE55 \ FIXTURE CAR GAR. 2—CAR GAR. 8 CLC. OUTLET CLC. OUTLET = I------...,ov----------�OPT. - ------ COACH OPT. 1 ~ _` _ _ - - - - - - OPT. LIGHTS _ COACH COACH L IC;HTS L IGI--ITS (-,--,,OPT. 3rd CAR GARAGE — METER = FIELD VERIFY Loc. OPT. COACH L IGHTS *11-15- LOAD INFORMATION DESCRIPTION CB CKT WIRE VA LAUNDRY/WASHER 20/1 1 12 1500 REFRIGERATOR 15/1 2 14 1200 D 15HwA5HER 15/1 3 14 1200 D 15POSAL 15/1 4 14 1000 MfcROWAVE/NooD 15/1 5 14 1500 _ DRYFR 30/2 -I,9 10 E (o00 _ RANGE 40/2 8,10 8 (D 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 30(01 SMALL AFFIANCE. CIRUITS 20/1 18,19,20 12 4500 1115 5Q. FT. LIGHTING/RECEFT� 3 WATTS 15/1 21 TO 29 14 5325 TOTAL VA 49392 TOTAL LESS A/C LOADS 38325 38325 1ST 10000 10000 100% 10000 REMAINDER PER 28325 40io 11330 NEC -220-30 (E3) A/H UNITS 1ro995 ro5ro 1104(o PER NEC -220-30 (C) (5) TOTAL VA 28(0(02 AMPS 119 CALCULATION IF HEAT PUMP 15 USED TOTAL VA IN PANEL LESS A/C LOAD 21500 HEAT PUMP LOAD PER NEC -220-30-(2) 110ro-1 100% TOTAL VA 32567 AMPS 13e, NOTE: ALL E3REAKER5 SERVING >JEDROOM RECEPTACLES SHALL PE ARG -FAULT TYPE PER NEC 210-12 REQUIREMENTS. (2) # 4/0 XHHW ALUMINUM CONDUCT (1) # 2/0 XHHW ALUMINUM NEUTRAL. (1) # 4 XHHW ALUMINUM EQUIP.GRD POLDER COMPANY NEMA 3R COMBO PEDESTAL DISCONNECT 150 AMP AND 120/240 VOLT M METER CAN 42 CIRCUITS MLO SERVICE 5Y 150 �Qd cJ �GV �a �� OTHERS AMP. (, G e, LECTF�,IICALa RI& F NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICA5LE PROVISIONS OF THE NATIONAL. ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. ol v 91 *4 GND WIRE WITH 5/8" X 8 FT.APPROVED GROUND ROD 8 FT. GROUNDING RODS 8 FT. APART A R C H I T E C T S Desi n Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT, TUSKA SOUTH LOT#46 CTw FR®JE 1'03.00 MODEL: "1755" GARAGE SWING: RIG RT 3PAGE: ELECTRICAL PLAN CARCHITECT STATE OF FLORIDA AU0 / JAMES AR .I IAT 08/18/09 SCALE: 1/4"=1'-0" SHEET (I) 5 REHAB VERTICALLY W/ CONC. TEXTURED FINISH _ TEXTURED FINISH R -Il INSULATION MIN. /_ — R -ll INSULATION MIN. POUR CELL R-42 INSULATION 7 r STUPS I6' O.C. MAX 5TUP6 I6' O.C. MAX 1/2, GYP. WL. BD. 1/2' GYP. WL. BD. TEXTURED FINISH SECURE EST. PLATE TO BLK W/ }' SECURE BT. PLATE TO SLAB W/ }' 6EcURE 13T• PLATE To 61 -AB W/ lod to WOOD BASE uI < WOOD BASE L q8' CMU ANCHOR EiOLT W/ 2' WASHER SET IN ANCHOR BOLT W/ 2' WASHER SET IN o SECURE BT. PLATE TO BLK W/ A { SECURE BT. PLATE TO 5LK W/ 6IMPBON HIGH STR=NGTN EPDXY T' CUT NAILS/ MASONRY NAIL 32' Off. } z E L 61MF'60N HIGH STRENGTH EPDXY T' MAX ANCHOR BOLT W/ 2' WASHER SET IN ANCHOR 60Lt W/ 2' WASHER SET IN 1/2' GYP. WL- BP. EMBED- MIN. e 32' OC MAX. EMBED. MIN. 32' OC MAX. U _ —U1GOD RASE O EM3ED. IN. w 32, Oc M EPDXY 1" U SIMPBON HIGH STRENGTH EPDXY l' EMBED. MIN. 32" OG MAX p EMBED. MIN. 32' OC MAX. orr ` J. r- 00, • ° ' r d 4' CONC., RE INF. W/ 6'x6' 010 UAl M OR E 4V - tV5" 4' GONG., RI=INF. W/ 6'x6' •1fO UAU 1 oR 4' GONG., REINF. W/ b'x6' •l0 U UM OR p q. 4' CONG, REINF. W/ 6'x6' l0 UAIM OR4' GONG., REINF- W/ 6'x6' °l0 WUA 1 OR 4' GONG., REINF. W/ 6'x6' "10 uAIA-I OR FIBERMESH ON 6 -MIL POLY FIHERMESH GN 6 -MIL POLYFIHERME6N ON 6 -MIL POLY EIBERIEBH ON 6 -MIL POLY FIF3ERMESH oN 6 -MIL POLY FIBERMESH ON 6 -MIL POLYETHYLENE VAPOR HARRIER GN z ETHYLENE VAPOR HARRIER ON ] ETHYLENE VAPOR E3ARRIER ON z ETHYLENE VAPOR BARRIER ON ;,'' ° ETHYLENE VAPOR BARRIER ON ETHYLENE VAPOR HARRIER ON EUIELL-COMPACTED GLEAN TERMITE O WELL -COMPACTED CLEAN TERMITE E UJELL-COMPACTED CLEAN 'fErdilTE WELL -COMPACTED GLEAN TERMITE '. ° ° ° WELL -COMPACTED GLEAN TEF3 117E WELL COMPACTED CLEAN TERMITE TREATED FILL q y' 4 U TREATED FILLU TREATED FILL 7REA'rED FILLTREATED FILL 4 I -m 4" (3) "5 REBAR ON CHAIRS (3) 15 REk3AR ON CHAIRS TREATED FILL m U 4' fY (2) 5 REBAR ON CHAIRS I'-4'(2) "5 REHAB GN GHAIRB L 4. g, 4' O 4' 6" 6' 4" 1'_g n U I, 4, (2) 5 REBAR ON CHAIRS U 1'-8' (2) 5 RE5AR ON CHAIRS 1 -STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING 1 -STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING 1 W BLOCK WALL AT L.B.W. W UPLIFT Q AT L. B. W. ArI' L.B.W. W NO -UPLIFT W FRAME WALL 3 A SCALr W FRAME WALL 1/2'=1'-m' SCALE: 1/2'.1'-0' 1 S ;ALF: 1/2'=1'-O' � � S(=ALE: In'•I'_0' scALE: I/2'= -ro m 4' CONC., REINF. W/ 6'x6' � £ CLEAN TERMITE TREATED FILL 010/10 WWM OR FIRERMESH ON 4' 6 R -MIL POLY ETHYLENE VAPOU BARRIER ON WELL -COMPACTED U 8' (1) 15 REBAR ON CHAIRS /� THICKEN EDGE m 4' GONG, REINF. W/ 6'x6' •l0 WWM OR FIBERMESH ON 6 -MIL POLY 4 �4'[ ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP-UP 5 NONaLB1EARING GRADE d , 4 4' GONG, RE INF- W/ 6'x6' 0I0 LUWM OR FIBERMESH ON 6 -MIL POLY / ETHYLENE VAPOR BARRIER ON l" WELL-COMPAC E -P CLEAN TERMITE 8" 4" TREATED FILL 2'-0' 4" 'S REBAR ON CHARS � CON�cRETE mPAD STUDS I6' off. MAX VARIES PER ELEV. 1 - z I II F (1) 5 REBAR VERTICALLY W/ GONG- = POUR CELL 8' Cl 0.J -CURB 5 1/2' a HEAD OF GARAGE 5 I/2' +9 HEAP OF GARAGE � L w `( = VARIES WITH SLOPE VARIES WITH SLOPE - Q FfBERME8H ON 6 -MIL POLY SECURE BT. PLATE TO SLAB W/ }' SECURE FST. PLATE TO SLAB W/ ETHYLENE VAPOR E3ARRIER ON WELL -COMPACTED CLEAN TERMITE I— ° TREATED FILL ANGHoR HOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY l' ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH TH EPDXY 7' EXTENDED SLAB 1 I/2'- CURB HEIGHT VARIES \ -1/2' RECESS FOR SERVICE DR U I CURB HEIGHT VARIE6 EMBED. MIN. W 32' OG MAX EMi3EP. MIN s 32 OG MAX. n EMBED. '/ A S �v ti34 4' GONG.,REINF. W/ 6'x6' •10 Ulm OR UFIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEP FELL (2)'5 REDAR ON CHAIRS GARAGE STEP-UP 6 1 -STORY .L_ B.W. I' -D. TRACK FOR &G-D.TRACK n FINISH FLOOR Q � e - e , O S LAB SCALE: AT S . G. D. • ... '• 4' CONG-, RE INF. W/ 6'x6" 410 WUM OR FlBERMESH ON 6 -MIL POLY z ETHYLENE VAPOR BARRIER ON L > WELL -COMPACTED CLEAN TERMITE n O 4',6' 6"',4",4" TREATED FILL -g (3) 5 REBAR ON CHAIRS GARAGE STEP-UP A 2 -STORY Ll T. W, RECESS FOR GARAGE PSR 4' GONG., REINF. W/ 6'x6' °10 UJA'9 OR FIBERME6H ON 6 -MIL POLY FTHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (U 15 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING 4' GONG, RFINER W/ 6'x6' MO UMI OR j FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL w (2) 15 REBAR ON CHAIRS fi0 U SLAB AT GARAGE � SERVACE -DOOR �� NOT USED _ U > z I r q a ' 4' GONG., REINF. W/ 6'x6' 010 dal OR y FIR£RME6H ON 6 -MIL POLY _ ° s ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL 4 8 4 (2) N5 REBAR ON CHAIRS 1 -STORY FOOTING ArI' GARAGE SCALE: I/2'•I'-0' _ (1) /5 REBAR VERTICALLY W/ GONG. POUR CELL I _ R-42 INSULATION Ti=XTURED FINISH L IL w 8' CMU IR' GYP. WL. BD. V I _ WOOD 5A5E E p 4' CONC., RE INF. W/ 6'x6' 110 JW OR FIHERMF5H ON 6-MfL POLY #a ETHYLENE VAPOR BARRIER ON ` WELL -COMPACTED CLEAN TERMITE L CREATED FILL L (3) 5 REBAR ON CHAIRS U ' 2 -STORY F00`I'ING 1 � W &LLOE�_ClWALL CAULK AND SEAL r_ — ��GAS LINE I }' PVC SLEEVE FOR GAS LINE Q 8" CMU n DRYWALL y WOOD BASF- 0'-0' FIN. FLR TIE VERTICAL REBAR 4 TO =AR REE3AR W/6' HOOK P.) 'r POURED LINTEL CONT. (TT •�,p% ; _•, POURED LINTEL CONT. (TYP-) '� d " GROUTED BONA BEAM CMU FILLED CELL (TYP.) PRE -CAST HDR. •� � ay VARIES PER ELE SIDES: •" 2X6 GARAGE DOOR BUCK W/ (3))VX8' ;� ,; 2X WALL FRAMING ° > 44 J -BOLTS �' EMBEDMENT MIN. W/ 1'X2'XY® (3'X8' ANCHOR BOLTS or (3 j�'X8' n� U 6' PVC CHASE THRU FOOTING C 8' CMU FILLED WASHER AND NUT SPACED EVENLY FROM J -BOLTS MIN 7' EMBEDMENT W/ 2'X2'Xl/8' CELL (TYP.) FLOOR TO GARAGE DOOR HDR IN JOINTfi WASHER AND NUT eF'ACED EVENLY FROM PRIOR TO FILLING. — PRIOR PT BLOCK .CENTER OF DOOR FLOOR TO MOND BEAM. SET IN JOINTS I -STORY 7 HEADER W/(I),YXB' J -1301 -TS 6' PRIOR TO FILLING. (SLEEVED ANCHOR IN (2) 15 REBAR ON CHAIRS a SOLID POUR ACCEPTABLE RETROFIT) 2-5TORY EMBEDMENT W/ 2'X2'Xi%' WASHER AND NUT Yy GAS LINE THRU B 0 GARAGE DOOR INFO EXT. /INT. FRAME �T WALL TO r SCALE: 1".I' (3)'S REBAR ON CHAIRS 15 SCALE: 1/2'-1'-0' q BLOCK WALL C O IV NE C TION n) "5 REBAR VERTICALLY W/ CONC. 1 p SCALE: I/2'.I'-0' POUR CELL R-42 INSULATION - 8' CMU a I v I_ 1/2' GYP. WL, BD. WOOD BASE tL —CLEANOUT Y (Lw I = 4' GONG., REINF- W/ 6'x6' 110 WWM OR i' - FOR INSPECTIONIRED 1=15ERMESH ON 6 -MIL POLY AI, E _ = ETHYLENE VAPOR BARRIER ON z z r J WELL -COMPACTED CLEAN TERMITE Z L I I' I ° O = II TREATED FILL F V (1) 5 REBAR SET IN SIMPSON HIGH' a J 0'-0' FIN. FLK STRENGTH EPDXY T EMBED. MIN- I . (2) *5 REE3AR o 1-6TORY (3) 15 RE5AR w 2-57ORY(1) +'5 VERT. DOWEL y PPEa P TIE VERTICAL REBAR 'd , Q `�- ' - LAP W/ HOND BEAM— �-'-- 6' PVC CHASE THRU FOOTING J TO HORIXATIONAL 3 dOUTRIDE REBAR TO BE Q REF3AR W/ S' HOOK " (U 25 REBAR AT GOR IERS CONTINUOUS • �` ° ' � W/ 25' LAP MIN. a • • j� , ., 4' CONC., REINF. W/ 6'x6' 010 WWM OR a n ] 1 -STORY E FIBERME5H ON 6 -MIL POLY [n� U �° " (2) /5 REBAR ON CHAIRS in ETHYLENE VAPOR BARRIER ON l'ILr.. 2-5TORY WELL-GOMI ACTEP CL , CLEAN TERMITE a . 1'8-4'4" TREATED FILL !31 15 REHAB ON CHAIRS 2'-1" NIN. LAP PIPE THROUGH TYP. RETROFIT FOR TYP. REBAR LAP 1 -STORY FOOTING HORIZ 0NrT'AL/VERTICAL OMITTED DOWELS B REBAR LAP AT FOOTING c AT LINTEL CORNERSW/ BLOCK WALL E REINFORCING SCALE: I/2'•I'-0' SCALE: 1/2'°1'-0' SCALE: 1/2'•I' -0c0 ' SCALE: I/2'.I'-0' SCALE: I/2'•I'-0' A ]L, L,XT' 1E! 7E� T F' O 0 'T iE 7Ez-,A,-i- F' T 7L,,T T s THC s I-, A 13 ' T 0 7B El 1M I �LT. T ' ' L 0 W N D T -PI f?,7� ID0 11, (3) 5 REF3AR ON CHAIRS ° • ` L 4 2 -STORY FOOTING q A AATGARAGE 14 NOT USED GROUTED BOND BEAM VARIES PER ELEV. 1 - (1) 45 REBAR VERTICALLY W/ GONG. POUR CELL 8' CMU -CURB HEIGHT VARIES TIE VERTICAL REBAR `( W I r 4' GONG, RE INF. W/6'x6' 110 WIUM OR REBAR W/ 8' HOOK FfBERME8H ON 6 -MIL POLY VARIES PER ELEV. ETHYLENE VAPOR E3ARRIER ON WELL -COMPACTED CLEAN TERMITE I— ° TREATED FILL (3) 5 REF3AR ON CHAIRS ° • ` L 4 2 -STORY FOOTING q A AATGARAGE 14 NOT USED GROUTED BOND BEAM VARIES PER ELEV. TIE VERTICAL REBAR TO HORIZATIONAL ,s REBAR W/ 8' HOOK VARIES PER ELEV. I— ° -- —GROUTED 15ONP BEAM n 4 CLEANOUT REQUIRED FOR INSPECTION J, 0'-O' FIN FLR s TIE VERTICAL REBAR ' d a ' To HORIXATIONAL , ,, d, REBAR W/ 8' HOOK �W m� HORIZONTAL/VERTICAL REINFORCING- AT T)MAM"WKE A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 3750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 TUSKA SOUTH LO' -I'#46 PROJECT'# 1'03.00 MODEL: "1`55" GARAGE SWING: RIGHrl' PATE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS r -ARCHITECT: ,,,TAT, OF FLORIDA JAME ANTWELI_ AR N 12079 DATE: 08/18/09 SCA —M: 1/4"=1'-0" SHEET II II � or PANEL ANCHOR SEALANT SEALANT 3/a" -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, MA50NRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION LINTEL PLATE — 3/0" EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO 8E MIN. 1/2" DEEP SEE NOTE -EXPANSION STRIP �`- PANEL ANCHOR GLA55 E3LOCK NOTE: TH15 DIMENSION IS DETERMINED 13Y THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMi3ER ABOVE THE GLASS BLOCK. PANEL. REINFORCING a EVERY OTH3=R BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPAN51ON JOINTS GLASS 5LOCK POSITION (2) 1-1/4" 5-4 HEX UJA5HER HEAD WITH ANTI -CORROSIVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE ==� TYPE 5 OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL REINFORCING MORTAR ASPHALT EMULSION l/ 1-3/4" X 20 GAUGE X 24" LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL SECURE 2x6 MIN. TO BLK W/ (2))�' ANCHOR BOLT W/ 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY W EMBED.2X4 SECURED TO GABLE END W/(2)12d1QEA. UPRIGHT -I- - - 2X4 SECURED TO 0 0 GABLE ENG W/(2)124 SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. S f SIDES: /GA15LE BLOCKING BLO n 2X6 GARAGE POOR BUCK W/ (3) TRUSS k"Xa' J -BOLTS 7' EMBEDMENT MIN. I 2x4 BLOCKING ID EA. RAFTER W/ 2'X2'XYa WASHER AND NUT - 5PACED EVENLY FROM FLOOR TO L-30 EA, GARAGE DOOR HDR IN JOINTS L RAFTER PRIOR TO FILLING. H2.5 EA. 1-2X(o I -2X6 PT BLOCK � CENTER OF RAFTER DOOR HEADER W/(1) Yz'XS" J -BOLTS 2x4 RAFTER 6' EMBEDMENT W/ 2'X2"XYa' WASHER a 24' O.G. AND NUT 2x4 FRAMING (TYP) �� Cl GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 1/2' =1' -0" 8 NOT USED 4 FRAMED OVERHANG 2X4 DBL TOP PLATE �- 2x4 METAL STUD 24" D.G. 1/2' DRY WALL 2X4 16' D.G. MAX 2X4 PT. BT. PLATE 1/2' AB W/ :� • MIN. I" EMBEDMENT 2' DIA. WASHER � 32' O.C. MAX 05 REBAR CONT. WOOD FRAME TOBLK. SCALE: 1/2' =1'-0 " SPARK ARREST PER MANUFACTURER 1X2 PT. TOP OF BOX DBL. TOP PLATE — 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON O.S.B. SHEATHING OR �, GDX PLYWOOD PRE. 1=NG. TRU55 g_ELAN VIEW SCALE: SIMPSON H-5 (MIN.) LENGTH 9 2X4 TO TRUSS PRE. ENCS. TRUSS 51`4 OR H -S TOP PLATE TO STUDS 2A CRI "-O' ABV. 10'-0' LEVEL TO ROOF )R 2'-0' ABY. HIGHEST RIDGE WITHIN 10'-0' SIMPSON H-5 (MIN.) A 2X4 TD TRU55 1 CHIMNEY DETAILS SCALE: 1/2"=1'-O' PRE -ENG TRU55E5 W/ TRUSS CONNECTOR VERIFY W/ FRAMING FLAN DOUBLE TOP PLATE CRIPPLE STUDS a 16' O.G. MAX 5IMP50N LSTA-12 e EA. JACK STUD, BOTH 51DE5 OF OPENING. 2x STUDS a 16' O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN �' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY 0 A TIME, USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12" O.C. STAGGERED 51-4 OR H5 tv TOP AND 50TTOM PLATES m 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 TYP. EXTERIOR WINDOW/ 5 DOOR OPENING WD FRAMED SCALE: 1/2' =1' -0" NAII_INQ SQHEDUL.E ROOF DIAPHRAGM USE 1/16' 0.5.5. OR 1/2' CDX PLY WITH 05 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND "a RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS @ 4" D.C. EXTERIOR SHEATHING USE 1/16' o.SB. OR 1/2' PLY WITH wa RING SHANK GUN NAILS AT 6" O.C_ AT PANEL 51DES AND *8 RING SHANK GUN NAILS 4" O.G. TOP 4 50TTOM 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 RE0U1FDE LENTS 51ZE HEAD LENGTH DIA. TENSILE 5TIR ad ROUND,MODIFIED 11/8' .113 110,000 r OR T END AND 10' O.G. MAX SPACING. Imd ROUNIDMODIFIED 2 I/a, .120 110000 OR T TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS TO BE MFG, BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL 4 TOOL A550CIATION 10113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING - 2 RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RING PER INCH 4 0200 INCH FULL ROUND HEAD DIAMETER 5.2 INCH NAIL LENGTH R00P JHf_=AT 41NC:z LA 'CU I AND ENDLUALL f5F,ACING E0R GA13LFz END FF'Alui f NG lm' -01 y SECURE 2x TO BLOCK W/ (2) a" TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 J') PRECAST L r END AND 10' O.G. MAX SPACING. OPENING TO a' -m° 'ROUGH W -1UP Q- Q1 O� CDX PLYWOOD - PRECAST SILL ., y SECURE 2x TO BLOCK W/ (2) a" TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 J') o WITHIN 8' OF EACH END AND 10' O.G. MAX SPACING. l" 0.5.5. SHEATHING; OR CDX PLYWOOD 2x4 BLOCKS CMU WALL ARCH WINDOW FRAME A SECTION SCALE: NOTE; TYP_ EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (0.5.5. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT 9 OPENINGS •S RING SHANK HANGUN NAILS a 4" OC TOP 4 I3OTTGM EDGES PRE -r TRUE MTS - 1/16' 2x4 BTM. PLA' MT5 32" C TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. -1/1611 1/2'A.5. W/ MIN. `1" EMBEDMENT LOCATE" -8" FROM ENDS AND 32" O.C. MAX. TEXTURED FINISH META -16 a' CMU WALL KNEE WALL DETAIL � TO BLOCK SCALE: 1/2' = I' -0" 2X4X4' SECURE TO TRU55 W/ 3-126 6"-a" O.C. MAX TYP. 2X4 SECURE TO 2X4 5LK W/2 -12d - SECURE TO BLK W/ META -16 2'- 0" EXT. SCALE: 112'=I' -O' C # 8 RING; SHANK GUN NAILS (o' O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING C0.5.B. TO BE STRUCTURAL GRADE) 00 2" DECK SCREWS im 6'-0' O.C. MAX g EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND 5EYOND THICKNESS OF SUB -FLOOR_ SHEATHING \ TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS © OPT PRE -ENG;. TRU55 DSL. 2X TOP PLATE F ;t 2X BLOCKING to TOP OF 7/16' 0.5.B. 2X STUDS 16" O -C. MAX. - L 2X BTM. PLATE _ i 3/4" FLOOR DECKING z PRE- ENGINEERED FLOOR TRUSS 2X4 9 TOP 4 BOTTOM CONT. HETA-16 BLK WALL O CONTINUOUS SHEATHING TO BEGIN AT TOP OF E31 -K W/ 1/4' GAP FROM BLK_ TO 0.5.3. 0 HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING- AT PERIMETER OF 0.5.8. TO PROVIDE CONT. NAIL PATTERN 0 REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING -0 TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS CI,EXT. WALL SHEATHING SCALE: 1/2'=1'-O' A R C H I T E C T S 1.441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Si.TIE3DIV. BC I.OT: TUSKA SOUTH LOT#46 IPROJE%, 1703.00 MODEL a. 1755" GARAGE SWING: : RIGHT ]PAGE: misc. DETAILS ARCHITECT= NATE OF FLORIDA SWEET OF FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN 2x4 BLOCKING BETWEEN OVER 015 FELT PAPER ONTRUSSES AT FIRST TWO BAYS FIBERGLASS SHINGLES TRUSSES AT FIRST TWO BAYS 16" O.S.B. SHEATHING OR 4'-0" O.C. (AT SHEATHING OVER #15 FELT PAPER ON 4'-O" O.C. CAT SHEATHING CDX PLYWOOD SECURED 16 O.S.B. SHEATHING OR Z° SEAMS) PER NAILING SCHEDULE SEAMS) CDX PLYWOOD SECURED PRE -ENG GABLE TRUSS PRE=ENG GABLE TRUSS PER NAILING SCHEDULE P.T. 1x2 W/ MFF GE DRIP EGE 2x4 NAILER MTL. DRIF EDGE --CONT- 2x4 RAT RUN SECURED W/ (2) FIBERGLASS SHINGLES 2x4 SUB -BAND - = 12d'5 o EACH TRUSS CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND TO BE INSTALLED MID. POINT OF OVER #15 FELT PAPE: ON ALUM_ SOFFIT W/ (2)12d'5 EACH TRUSS D.S.B. SHEATHING OR �" TO BE INSTALLED MID. ALUM. SOFFIT TRUSS SPAN, OR 10'-0" O.C. MAX. 2 5T IFFBACK AT ALL UPRIGHTS CDX PLYWOOD SECURED OVER 4'-10" HIGH (SEE POINT OF TRU5S SPAN, OR STIFFBACK AT ALL SEE ENERGY CODE FORMS PER NAILING SCHEDULE SEALED ENG. FOR 51ZE 4 10'-0" O.C. MAX. UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES. CONDITIONS �._ HIGH (SEE SEALED ENG. _ 5" C;YP5UM BOARD OR" SEE ENER(;Y CODE FORMS FOR SIZE 4 CONDITION.) = HIGH STRENGTH CLG. PRE -ENG TRUSS - SEE ENERGY CODE FORMS 1� 0.5.8. SHEATHING OR FOR INSULATION R-VALUE5. lO.S.B. SHEATHING OR 2" - BOARD FOR INSULATION R -VALUES. CDX PLYWOOD. ATTACHED 5.. 1.. _ MTL. DRIP EDGE S GYPSUM BOARD OR z CF -)X PLYWOOD. ATTACHED 2x4 NAILER GYPSUM BOAi�'D OR 12„ HIGH PER NAILING SCHEDULE ON - HIGH STRENGTH CLC. PER NAILING SCHEDULE ON a _ STRENGTH CLCD. BOARD SHEET D5 2x4 24" O.C. INTERIOR 2x4 SUB -BAND = _ BOARD SHEET D5 FIT CONC. FILLED LINTEL BLOC 7 C CONC. FILLED LINTEL k3LK KNEE WALL VENTED ALUM. SOF = = W/ (1) #r7 RESAfi� CONTINUOUS �8 THICK, 3 GOAT CEMENT /a THICK, 3 COAT CEMENT GONG. FILLED LINTEL BLOC PLASTER OVER GRADE y__ W/ (1) #5 REBAR CONTINUOUS "D" FELT PAPER' BACK PLASTER OVER GRADE W/ Cl) � REBAR CONTINUOUS ST A VERIFY W/ PRECAST LINTEL "D" FELT PAPER BACK EMBED R P ER METAL LATH OVER R-4-23ATT. INSUL. METAL LATH OVER TRUSS PLAN R-4.2 BATT. IN5UL. AFPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE " WINDOW ATTACHMENT A5 D" FELT OR GRADE "D" FELT WINDOW ATTACHMENT A5 Z I ,APER THICK, 2 COAT CEMENT PER MANUFACTURES PER MANUFACTURES PAPER PER MANUFACTURES PLASTER APPLIED SPECIFICATIONS WEEP SCREED SPECIFICATIONSWEEP SCREED SPECIFICATIONS DIRECTLY TO MASONRDY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) PRECAST SILL SECURE GABLE TO 2x� P.T. SECURE GABLE TO 2x� P.T. (1) #5 REBAR VERTICALLY (1) #5 REBAR' VERTICALLY" f (1) 5 REBAR VERTICALLY W/ CONC. POUR CELL PLATE W/ 12d's 8" O.G. MAX W/ CONC. POUR CELL PLATE W/ ]2d'5 8 O.C. MAX W/ CONC. POUR CELL I° lx2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO Ix2 P -T. FURRING STRIP5 SECURE 2x& PT. PLATE TO I 1x2 P.T. FURRING STRIPS _ - l&" O.C. BLOC W/ 2"x9" ANCHOR BOLT W/ _ _ l� O.G. LK W/ z"xS` ANCHOR BOLT W/ O.G. 8" CMU 2" WASHER SET IN SIMPSON 2" WASHER SET IN SIMPSON 8 CMU L - 8" CMU H I H STRENGTH EPDXY I " _ �- G R _ HIGH STRENGTH EPDXY i ° I _ 1/2 GYP- WL. BD == 1/2 GYP. WL. BD. EMBED. MIN. 32" OC MAX. I/2 C-cYP. WL. 30. EMBED. MIN. 's 32" CC MAX. _ _ -----WOOD PEASE WOOD BASE LUDOID F3A5E _ 2"THICK, 2 COAT CEMENT z"THICK, 2 COAT CEMENT 4 _-_-. :. a N-_- PLASTER APPLIED PLASTER APPLIED It DIRECTLY CT Y TO MASONRT DIRECTLY TO MASONRY v R • 4• 1- STORY GABLE I- STORY 1- STORY GABLE W/ VAULT' CLG. B LO C K -WALLBLOCK WALL BLOCK -WALL SCALE: 3/4`=l'-0" IA SCALE: 3/4`=l'-0` SCALE. 3/4 -1 0 2X4: ® 2X4: ® 2X4. SECURE TO BLOCK W/ 3/fb" SECURE TO BLOCK W/ SECURE TO BLOCK W/Y4' TAPCON5 OR DRIVE PIN TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD 5IZE 300 MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y49 WITHIN S" OF EACH ENID 4 WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. IS' O.C. MAX SPACING. 8' CMU 2X6; ® 2X6: ® 2X6: �' DRYWALL SECURE TO BLOCK W/2-3,fg,' NOTLJ, STRUCTURAL 2X M15T SECURE TO BLOCK W/1-346' SECURE TO BLOCK W/1-1/4' BE BE OUT 51D:4 SECURED 1'X4' OR I'X2' P.T. NAILER TAPCON5 OR DRIVE PIN B1= ON OUT5IDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 5ECURED (MIN. SHANK SIZE .145 1x4 P.T. OR 5/4'X4' MIN. SECURE MIN. HEAD SIZE .300 %,' TAPCON MIN. I -Y4' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE .300 EM EDMENTAFCON MIN. I -Y4' THRU FRAME 4 EXTEND I -Y4" MIN. EMBEDMENT I Y4') EIMBOPMENT INTO BLOCK. MIN. EMBEDMENT I Y4') 3/fb' TAPCON MIN. 1-Y4" MIN. 1=Mf 31=PMENT 1 Y4'J EMBEDMENT INTO FSLocK INTO BLOCK W/ %,' TAPCON5 WITHIN S" OF EACH END 4 WITHIN S" OF EACH END 4 EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 8' CMU S OR 1" GDX OR DRIVE PIN 18' O.G. MAX SPACING. �8 crlU 18 O.G. MAX SPACING. IS O.C. MAX SPACING=. 2 (MIN. SHANK SIZE .145 Y' DRYWALL a' GMU )�' DRYWALL MIN. HEAD SIZE 300 2X8: ® 2XB: ® ' DRYWALL 2X8: ® I"X4' OR I'X2' P.T. NAILER TYVEK t3UILD INC WRAP MIN. EMBEDMENT 1-Y4' SECURE TO BLOCK W/2 -3.f6' I"X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-3i(�' 1'X4' OR 1'X2' P.T. NAILI R SECURE TO BLdGK W/1 -I/4' WITHIN 8' OF EACH END 4 IS' TAPCON6 OR DRIVE PIN 3f6 O.S.B. X 4 MIN. TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN -X,' O.S.B. X 4 MIN. x PAPER F514CiC O.C. MAX SPACING (MIN. SHANK 5IZE .145 --DOOR CASING= (MIN. SHANK 5IZE .145 -DOOR CA51NCs (MIN. SHANK SIZE .145 POOR CA51NG GALV'D MTL. LATH -DOOR CASING MIN. HEAD SIZE .300 -poop, JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 J MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW x -----__ _ ATTACH TO 2X PER ATTACH TO 2X PERATTACH TO 2X Z'77/0` TEXTURED ATTACH JAM 2X , WINDOW WItOC MAX EACHSPACND 4 MANUFACTURES DETAILS. la'O.C.MAX OF EACHSPACGD 4 MANUFACTURES DETAILS. WITOIG MAX EACH ND 4 MANUFACTURES PD� AILS. x FINISH o WOOD MANUFACTURES DETAILS. WOOF -)I. WEEF SCREED NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB CDD NOT EXCEED Y4') NOTE: SHIM AS NEEDI=D TO PLUMB JAMS (DO NOT EXCEED Y49 CONSTRUCTION r. 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 z Q WINDOW TO BLOCK +3/4 OR +5/4 C WINDOW TO BLOCK +1-15/16" WINDUW TO BLOCK +3" G WINDOW TO BLOCK +3-7 16" y -A2x4: 2X4: ® 2X4: CEU 2X4: 8" CMU SECURE TO BLOCK W/ 3,f6' SECURE TO BLOCK W/ 3/f! all SECURE TO BLOCK W/ %6' SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCON6 OR DRIVE PIN TAPCON5 OR DRIVE PIN 1/2" TEXTURED (MIN. SHANK 5IZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK 5IZE .145 (MIN. SHANK 5IZE .1 MIN. HEAD 5IZE .300 MIN. HEAD 5IZE .300 MIN. HEAD 5IZE 300 MIN. HEAD 5IZE 3ID0 FINISH MA50NR1' MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT 1 Y4') WITHIN S" OF EACH END 4 WITHIN 8" OF EACH END 4 WITHIN 8" OF EACH END 4 BE ON OUTSIDE 4 SECURED WITHIN 8 OF EACH END 4 18' O.C. MAX 6PACING. 18' O.G. MAX SPACINGS. 18' O.C. MAX 6PACING. THROUGH NON-STRUCTURAL IS' O.G. MAX SPACING. 2Xro: ®/ 2X6: ®2X6: ® 3,f4" TAPGON MIN, I -Y4" 2X6: SECURE TO BLOCK W/2-3/16" SECURE TO BLOCK W/2-3,fe,' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-34' EMBEDMENT INTO BLOCK SECURE TO BLOCK W/1-1/4' TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAF'CONS OR DRIVE PIN 8' TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145F1 (MIN. SHANK SIZE .145 THROUGHNON-5TRUCTURAL (MIN. SHANK SIZE .145 CMU (MIN. SHANK SIZE .145 BE ON OUT5IDE 4 SECURED a A7 SCREED Y4 -)MIN. HEAD SIZE .300 MIN. HEAD 61ZE .300 W6' TAPCON MIN. 1-Y4' MIN. HEAD 5IZE 30D Y2' DRYWALL MIN. HEAD 5IZE 300 THROUGH NON-STRUCTURAL V!/ MIN. EMBEDMENT I 'J MIN. EMBEDMENT 1y4') EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1,V4') 1'X4' OR 1'X2' P.T. NAILER MIN. Em13EDM1 NT 1 Y4') W&' TAPCON MIN. I -Y4' DETAIL 1 WOOD WITHIN 8" OF EACH END 4 WITHIN 8" OF EACH END 4 8" CMU WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK ALJ T A� L y Y lJ 0 1� T 0 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. 18' O -C. MAX SPACING. 2ND 2X SECURE TO IS' O.C. MAX SPACING. S' CMU �" DRYWALL STRUCTURAL MEMBER W/(2)12d 8' CMU 2X8: ® ` 2X8: ® 2X8: LOCK CONNECTION SECURE TO BLOCK W/2--%' Yt' DRYWALL ' SECURE TO BLOCK W/2 -3,f6' 1'X4' OR I'X2" P.T. NAILER SECURE BLOCK W/2-34' WITHIN 8' 01= EACH END 4 ro' SECURE t0 BLOCK W/1 -I/4' Yz' DRYWALL TAPCON5 OR DRIVE PIN TAPCON5 OR DRIVE PIN t0 8 O.C. MAX I X4 OR I X2 P.T. NAILER 1 X4 OR 1'X2 P.T. NAILER 1' P.T. X 4" MIN. TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145"�-- DOOR CASING (MIN. SHANK 5IZE .145 DOOR CASINGS (MIN. SHANK 5IZE .145 �--DOOR CA6INCY (MIN. SHANK 5IZE .145 �I' P.T. X 4' MIN. SCALE: 1 1/2"=V-01'MIN. HEAD 5IZE 300 - MIN. HEAD 5IZE .30ID � MIN. HEAD 5IZE .300 � MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR CASING MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER ATTACH TO 2X PER � DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN S' OF EACH END 4 ATTACH TO 2X PER 18' O -C. MAX SPACINGS. 18' O.G. MAX SPACINGS. 18' D.C. MAX SPACING. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED A.) NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE. SHIM As NEEDED TO PLUMB JAMB (Do NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/ 34" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3` 3/4" B WINDOW TO BLOCK +1-1 2 D WINDOW TO BLOCK +2 1/41) F WINDOW TO BLOCK +3 H WINDOW TO BLOCK +3 4 SCALE: i 1'-P�° SCALE: 1'=I' -Cd" SCALE: 1'=1' -Cd" SCALE-. I"=1'-0' ARC H I T E C T\5 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & ll=.OT: TUSKA SOUTH LOT#46 IPIR®JECT# 1703.00 MODEL: "1755" GARAGE SWING: RIGHT IPA Ea: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITECT - STATE OF FLORIDA .l -41/o i JAMES ANTWE AR NO 12079 DATE: 08/18/09 SCS: 1/4"-1,_0p, SHEET ID�OF- 0 FIBERGLASS SHIN( -ALES FIBERC:;LASS SHINGLES OVE12 -----_ 2x4 BLOCKING BETWEEN FIFERGLASS SHINGLES # 2x4 FLOCKING BETWEEN #15 FELT PAPER ON 111 TRUSSES AT FIRST TWO B,4YS OVER #15 FELT PAPER ON OVER 15 FELT PAi�ER ON Tfi2USSE5 AT FIRST TWO BAYS D.5.E3. SHEATHING OR 2" COX 4'-D° O.G. CAT SHEATHING O S SN ATH f NG O �� /1 B E � S AMS) " O 5.8. SHEATHING OR 2 4'-0" O.C_ CAT SHEATHINC4 PLYWOOD SECURED PERFro- E COX PLTWOOD SECURED CDX PLYWOOD SEGUR'ED �- PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS) NAILING SCHEDULE PRE -ENG GABLE TRUSS MTL. ORIF EDGE PRE - ENC-; TRUSS MTL. DRIP EDGE PRE -ENG GA5LE TRUSS DONT. 2x4 RAT RUN SECURED CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND ". W/ C2) 12d's EACH TRUSS y SEE ENERGY CODE FORMS 2x4 SUB -BAND - _�_�SEE ENERGY CODE FORMS MTL. DRIP EDGE FOR INSULATION -VA U S. ALUM. SOFFIT W/ (2) 12d's EACH TRUSS ALUM. SOFFIT FOR INSULATION R -VALUES. R L E 2x4 SUk3-FANO �" GYPSUM BOARD OR STIFFBACK AT ALL STIFFBACK AT ALL UPRIGHTS' 2 OVER 4 -10 HfGH (SEE" GYPSUM }BOARD OR 5?1HIGH STRENGTH CLC_ VENTED ALUM. HIGH STRENGTH CLG. UPRIGHTS OVER 4'-1D" SEALED ENG. FOR SIZE SOFFIT BOARD HIGH (SEE SEALED ENG. CONDITION) BOARD VERIFY SIZE 4 CONDITION) TWIST STRAP VERIF2x4 NAILER TOP PLATE SEE ENERGY CODE FORMS 2x4 PLATE TO WALL 1.11 DOUBLE , TRUSS PLAN SECURE 2x4 PLATE TO FOR INSULATION R-VALUES.°x( ° THRU-BOLTS /@ 32" O.G. �, 1 2x4 E 24° O.C_ INTERIOR WINDOW HEADER SIZE 3.. KNEE WALL WALL W/ S x� THRU-BOLTS MAX THEN SECURE GABLE TO DOUBLE TOP PLATE VARIES PER WINDOW 2x4 PLATE W/ 12d 5 8 O.C. MAX OPENING SEE HEADER 32" O.G. MAX THEN �� I SECURE GABLE TO 2x4 GYPSUM BOARD OR 2 � OR 2x� OR 2xa STUDS � lro O.G. SPAN CHART FOR HIGH STRENGTH CLC:;. MAX W/ R-11 BATT. INSUL. MIN. TAILS WINDOW ATTACHMENT AS PLATE W/ 12d's 8" O.C. MAX BOARD SECURE C -SABLE TO DBL TOP DE SIZE I �� PER MANUFACTURES OR PLATE W/ SIMPSON HTC4 Q 24" WINDOW HEADER D.S.B. SHEATHING OR 2 S GI MANUFACTURES SECURE GABLE TO DBL DOUBLE TOP PLATE O.C. MAX VARIES PER WINDOW CDX PLYWOOD. PE TDP PLATE W/ SfMPSON I OPENING SEE HEADER SPAN ATTACHED PER NAILING WINDOW SILL HTC4 a 24" D.C. MAX 2x6 OR 2X8 GABLE WALL CHART FOR DETAILS SCHEDULE ON SHEET D5. .� 2x STUDS l6" D.C. MAX W/ WINDOOW HEADER SIZE WINDOW ATTACHMENT AS s' r R-11 E3ATT_ INSUL_ MIN_ VARIES PER WINDOW PER MANUFACTURER FIE3ERGLA65 SHINGLES �r /a" THICK 3 GOAT CEMENT OPENING SEE HEADER SPAN 5fi ECfFIGATION S OVER #15 FELT PAPER ON _ 2x4 FLOCKING E3ETWEEN PLASTEiz OVER GRADE 4" T G SUPFLOOR GLUED CHART FOR DETAILS WINDOW SELL -1/1�" O_S_C3. SHEATHING OR TRUSSES AT FIRST TWO E3A�'S FELT PAPER 514c<AND NAILED AS PER 4'-0" O.C. CAT SHEATHING O.S.B. SHEATHING OR 2" �" COx PLi'WODD NAILING SCHEDULE I� 2x STUDS 10 O.C. MAX W/ SECURED PER NAILING SEAMS) METAL LATH OVER CDX PLYWOOD. - - _-- _ APPROVED HOUSE WRAP _ ATTACHED PER NAILING R-11 BATT. INSUL. MIN. SCHEDULE _ OR GRADE "D" FELT f SCHEDULE ON SHEET D5 3" S F 00 GLUED `�---PRE-ENG GAFLE TRUSS PAPER 4 T G UB L R NOTE: SHEATHING MUST /a "THICK 3 COAT CEMENT y ANP NAILED AS PER MTL. DRIP EDGE' CONT. 2x4 RAT RUN SECURED PLASTER OVER GRADE NAILING SCHEDULE W/ (2) 12d 5 EACH TRUSS NOT 5REAK 1'-0" MIN. _ - - "D" FELT PAPER BACK '> 2x4 SUB -BAND SEE ENERGY CODE FORMS FROM 2NFLR LINE - METAL LATH OVER PRE -ENG FLOOR TRUSS ALUM_ SOFFIT FOR INSULATION R -VALUES. D 2x4 CONT. @ TOP AND- - (INSTALL PER MFG. SPECS.) APPROVED HOUSE WRAP FT. OF FLR TRUSS (TOP Oil GRADE "D" FELT r, STIFFFACK AT ALL. UPRIGHTS "GYPSUM BOARD DR " 2x4 SUPPORTS BT GYPSUM BOARD OR 2" PAPER r = OVER 4'-10" HIGH (SEE HIGH STRENGTH CLG_ PLATE OF 2ND FLR, PT. HIGH STRENGTH CLC. - SEALED ENG. FOR SIZE BOARD 2x4 IS FOR WALL -- FOARD NOTE: SHEATHING MUST PREF-ENG FLOOR TRUSS CONDITION) CON(. FILLED LINTEL E3LK NOT BREAK 1'-0" MIN_ _ (INSTALL PER MFG- SPECS.) SHEATHING NAILER) FROM 2ND FLR LINE - SECURE GABLE TO DBL 2x4 NAILER W/ C 1) #5 REUAR CONTINUOUS = � C-c1'PSUM BOARD OR � WEEP SCREED HIGH STRENGTH CLC. TOP PLATE W/ SIM1 SON 2x4 � 24" O_C_ � INTERIOR (SEE DETAIL 2A) R-4.2 BATT. INSUL. 2x4 CONT. TOP AND - BT_ OF FLR TRUSS (TOP ° - E30ARD HTC4 � 24" O_C. MAX KNEE WALL EMBED. STRAP VERIFY PRECAST LINTEL 2x4 SUPPORTS 5T CONC. FILLED LINTEL BLK DOUBLE TOP PLATE WINDOW ATTACHMENT AS R PL W/ TRUSS AN WINDOW ATTACHMENT AS PLATE OF 2ND FLR, BT_ W/ (1) 05 REBAR CONTINUOUS PER MANUFACTURES 2x4 IS FOR WALL WINDOW HEADER SIZE PER 1''IANUFACTURER' SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL VARIES PER WINDOW Sj=ECIFIGATIONS �"THICK, 2 COAT CEMENT PRECAST SILL WINDOW ATTACHMENT AS OPENING-; SEE HEADER SPAN PLASTER, APPLIED - (1) #5 REPAR VERTICALLY WEEP SCREED PER MANUFACTURER CHART FOR DETAILS WINDOW SELL DIRECTLY TO MASONRY (SEE DETAIL 2A) SPECIFICATIONS 16 D.S.P. SHEATHING OR 2" 2x STUDS Q lro" O.C_ MAX W/ — W/ CONC. POUR CELL lx2 P.T. FURRING STRIPS PRECAST SELL CDX PLYWOOD.r_ R-11 BATT. INSUL. MIN. STORY - � ' - � l� OC EMBED. STRAP VERIFY �� ATTACHED PER NAILING 11 — (� R Y = _ (1) #5 REBAR VERTICALLY SCHEDULE ON SHEET D5 - 8" CMU W/ TRUSS PLAN �: AND NAILED A5 PERLUED W/ GONG. POUR CELL .�, FIRST FLOOR _! — - - I l' ! _- 1x2 P.T. FURRING -c STRIPS -- U I _- 1/2 GYP. WL. BD. THICK, 2 COAT CEMENT O c /8 THICK, 3 COAT CEMENT NAILING _HEDULE BLOCK SECOND _ — WOOD BASE PLASTER APDL IED = l� PLASTER OVER GRADE FLOOR FRAME DIRECTLY To MASONRY -e (. 8" cMu "D" FELT PAPER BACK - _ - METAL LATH OVER - SCALE: 314"=1'-0` �'"'R' � " 2—STORY -ABLE = 1/2 GYP. WL_ E3D. { UOOD BASE APPROVED HOUSE WRAP O GRADE "D" FELT FIRST FLOOR - > --_.... PRE -ENG FLOOR TRUSS V � V ° i M V - s Q BLOCK SECOND � NOTE: SHEATHING MUST (INSTALL PER MFG. SPECS.) 1A FLOOR FRAME a NOT FREAK 1 —0 MIN. G�'PSUM FOARD OR 2 SCALE: 3/4 ° = I' - 0 ° FROM 2ND FLR LINE _ HIGH STRENGTH CLC. • ' ° •2x4 CONT. s TOP AND BT. BOARD OF FLR TRUSS (TOP 2x4 = _ _ CONC. FILLED LINTEL BLK O.S.B. SHEATHINC4 OR CDX SUPPORTS FT PLATE OF - W/ (l) #5 REE3AR CONTINUOUS 2x STUDS fro" O.G. MAX W/ PLYWOOD. ATTACHED PER 2ND FLR, BT. IS FOR WALL NAILING SCHEDULE ON SHEET 2x STUDS 1(o" O.C. MAX W/ -1/Ie" 0.5.f5_ OR z" cOX SHEATHING NAILER) PRECAST LINTEL 311 R-11 5ATT. INSUL. MIN, J- D5 R -II BATT_ INSUL_ MIN. WINDOW ATTAC Ht-IENT AS T 4 G SUBFLOOR GLUED �< -�� i T1'VEK BUILDIN�� WRA WEEP SCREED PER MANUFACTURER AND NAILED AS PER THICK, 3 COAT CEMENT f T G SUFFLOOR GLUED PAPER BACK (SEE DETAIL 2A) PLASTER APPLIED TO METAL _ AND NAILED AS PER (1)71 #SPECIFICATIONS5RV NAILING SCHEDULE — LATH OVER 2 LAYERS OF '. NAILING SCHEDULE X COALY D MTL. LATH Cl) #5 RE>A>�' VERTICALLY GRADE D BUILDING PAPER 1/0" TEXTURED EMBED. ST�'.AP VERIFY W/ CONC. POUR CELL OR PAPER BACKED LATH FINISH Q WOOD W/ TRUSS PLAN _ _ , PRECAST SILL WOOF-) WEEP SCREED ---1x2 P.T. FURRING STRIPS OVER AN APPROVED HOUSE' 7 CONSTRUCTION 2 THICK, 2 COAT CEMENT I:,_ WRAP `> PLASTER APPLIED 2x4 CONT. TOP AND EST. OF DIRECTLY TO MASoNRY __------- 8" GMU I- - FLR TRUSS (TOP 2x4 _ -1 _ 1/2 GYP. WL. BD. SUPPORTS BT PLATE OF 2ND I PRE -ENG FLOOR TRUSS a" c -mu WEEP SCREED WOOD BASE PRE -ENG FLOOR TRUSS _ FLR, PT. 2x4 IS FOR WALL - (SEE DETAIL 2A) SHEATHING NAILER) 5 i SfMPSON HETA-16 EMBED. 8 G�"PSUM BOARD OR z 1/2" TEXTURED ° k—=Lz WEEP SCREED HIGH STRENGTH GLG. FINISH w MASONRY I STRAP 32 O.G. MAX VERIFY (SEE DETAIL 2A) ` W/ TRUSS PLAN BOARD I EME3ED. STRAP VERIFY _ - FILLED LINTEL BLK CON(. 8" GYPSUM BOARD Off; 2" � � W/ TRUSS PLAN a HIGH STRENGTH CLCD. E30ARD i"THICK, 2 COAT CEMENT W/ (1) #5 REBAR CONTINUOUS • FL.ASTER APDL IED WEEP SCREED 2 —STORY GABLE _W/ VAULT DIRECTLY TO MASONRY DETAIJL, Cb) -WOOD TO FIRST FLOOR BLOCK FLOOR CONNECTION AT PARALLEL/ PERPENDICULAR PRE—ENG FLOOR TRUSS LOCK CONNECTION 1 FLOOR FRAME 2SCALE - : 3/4"'-0" SCALE: 1 1/2"=1'-0" SCALE- 3/4`=I' -0l' A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. do LOT: TUSKA SOUTH LOT#46 PRO iErcol Man fur 1"03.00 MODEI..: "1`55" GARAGE SAYING: RIGHT PAGE: IONOLITHIC 2—STORY WALL SECTIONS ARCHITECT STATE OF FLORIDA /0 eels JAMES I DATE:/ 08/18/09 SCALE: 1/4"=1'-0" SHEET L)AOF �� *NOTE: NAIL SHEATHING TO ALL 2X A5 PER EXT. SHEATHING NAILING, &d 4" O.C. 1"fAX EDGES 4 0"-8" O.C. 1"IAX IN THE FIELD PRECAST HEADER(MIN) 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON ------ OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE .300 - �- MIN EMBEDMENT 1 1/4')- 8' FROM EACH END AND 1a' c: O.C. MAX. MIN 1-1/4' EMBEDMENT., 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON'ljl;= OR DRIVE PIN (MIN SHANK 51ZE.145W_ MIN HEAD SIZE .300 MIN EMBEDMFNT 1 1/4") V FROM EACH END AND l8' O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 5IZE_145 MIN HEAD SIZE 300 2X4 SOLID BLOCKING- MSECURE To SHEATHING W/ IN EMBEDMENT i 1/4') a' FROM EACH END AND la" MIN_ 2-12d PER 13LK EA. END O.G. MAX. MIN 1-1/4' EMBEDMENT 1/16' 05B SHEATHING GMU WALL ARCHWAY DETAIL 16" AND UNDER DBL. TOP PLATE 2X4 16' O -C. MAX. SECURE 2X4 TO WOOD W/2-126 a 6"-5' O.G. STAGGERED SECURE 2X4 W/ 2-3&,' TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD 51ZE .300 MIN. EMBEDMENT 1 Y4' W/IN 8' EA. END NOT TO EXCEEp 18' O.C. MAX 2X4 5OL.ID BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER i5[-f<- EA. LKEA. END 3 E rERI0 ARCHWAY 5CALE: 1/2 "=1'-0" I� Y,b' 0.5.5. OR/,' PLYWOOD SHEATHING 2� 15 BLDG. FELT 0 24' WIDE 26 GA. GALVANIZED METAL FLASHING MUST ADD D19-10, 36' WIDE= AND AND MUST BE A MIN 24' WIDE METAL. FIBERGLASS SHINCxLES P - - B TRUSS 1/2' CLG. BOARD 4 TEXT. 2X4 DBL. TOP PLATE: 1/2' DRYWALL 2X4 WOOD STUDS folro' O.G. 2X4 CONT. STRESS BLOCKING: MID -WALL •2X4 PT. PLATE= 1/2'X9" A.B. 32" O.C. 7' EMBEDMENT ° �CONC. SLAB 2 �'e CONT. I -STORY INT. BEARING WALL SCALE: NOTE: FOR WALLS W/FLOOR LOAD ONLY DO NOT INSTALL CONNECTORS. DBL. TOP PLATE 2X4 16' O.G. MAX. SECURE 2X4 W/ 2-3(6' TAPCON5 OR DRIVE PIN (MIN. SHANK 51ZE .145 MIN. HEAD 51ZE 300 MIN. EMBEDMENT 1 Y4' W/IN 8' EA, END NOT TO EXCEED la' O.C. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITS MIN. 2-12d PER BLK. EA_ END EXTERIOR ARCHWAY WITH WINDOW SCALE: I/2"=1'-0' ARC4WAY DETAIL q 16 AND UP SCALE: I/2"=1'-0' (-�CLOSED VALLEY FLASHING DETAIL N.T.5. PRE -ENG TRUSS DOUBLE: TOP PLATE 2x CONTINOUS STRE55 BLOCKING MID WALL 2x STUDS w 16' O.G. MAX J" T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE 15T FLOOR 5TUD5 TO 2ND FLOOR STUDS SIMPSON MSTA-36 m 32" O.G. MAX PRE -ENG FLOOR TRU55 DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKINGS MID WALL 2x 5TUD5 m Iro' O.C. MAX 1/2' GYP. WL. BD. SECURE EST. PLATE TO SLAB W/ �'xV ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1" EMBED. MIN. S IMP5ON SP4 m 32' O.C. MAX INT. 2 -STORY L.B.W. SCALE: 1/2"=1'-O' DBL.. TOP 1 -1 -ATE SECURE 2 X RIP TO FIT W/2 -12d5 6"-8' O.C. MAX. 7/S" TEXTURED FIN15H 7/16" 085 SHEATHING 2 X 4 16' O.C. MAX. (WHEN OVER 1(o' IN HIEGHT.) 2 X 4 (WHEN OVER 16" IN HIEGHT.) 1/4' TEMPE=RED MA50NITE GLUE 4 NAIL W/Sd'S 8'-12" O.C. IF NEEDED. 2 X 50LIP 5LK'G m ARCH SECURE W/2 -12d EACH END ATTACHMENT PER MANUFACTURI=R'S SPEC'6. MTL WDW FRAME -NOTE: NO GAP to WDW FRAME' TO EXCEED 1/4" ARCHWAY DETAIL A CUTN��Y SCALE2' -O 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVi= PIN (MIN 5NANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/41) 5' FROM EACH END AND 18" EXISTING PLK ARV. PRECAST HEADER(MIN) 1/4' TEXTURED FINISH 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON 71/5" TEXTURED FIN15H OR DRIVE PIN (MIN SHANK 5IZE.145 Fr7(2) 2x4 112 S.Y.P. DIACaONAL BRACE W/ C3) MIN HEAD 51ZE 300 12d'a g EACH TRUSS (DIAGONAL MIN HEAD SIZE 300 - X-5RACING TO COVER 5-TRUSSE5 MIN EMBEDMENT 1 1/491 7/16' OSP SHEATHING MIN EMBEDMENT 1 1/4') 47 H" GYPSUM BOARD OR 2x DOUBLE TOP PLATE 2 X 4 16" O.C. MAX. 8' FROM EACH END AND 15' NOTE- BOARD MTS -12 EVER STUD (WHEN OVER 16' IN HEIGHT.) O.C. MAX. MIN 1-1/4' EM�3EDMENT DIAGONAL 5RACE TO 5E a ANY SPAN 15'-0" OR GRATER REFER TO 2X4 BT. PLATE O.C. MAX_ MIN 1-1/4" EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 0'-O' TO 30'-0" (1) X-5RACE 16' IN HEIGHT.) OR DRIVE PIN (MIN 5NANK 81ZE.145 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 2 X SOLID F31-K'G o ARCH MIN HEAD SIZE .300 SECURE W/2 -12d EACH E=ND MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK 51ZF.145 5' FROM EACH END AND 15' ATTACHMENT PER MIN HEAD SIZE 300 MANUFACTURER'S SPECS, O.C. MAX. MIN 1-1/4' EMBEDMENT MTL WDW FRAME MIN EMBEDMENT 1 I/49 'NOTF; NO GAP V WDW FRAME U 4 NAIL LU/LU/6&5/SS 5' 12' O G TO EXCEED 1/4' 8' FROM EACH END AND IS' O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 7/16' 055 SHEATHING: MM EMBEDMENT 1 1/4') 2X4161 O.C. MAX. 5' FROM EACH END AND 18' (WHEN OVER 16' IN HEk:4HT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING SECURE To SHEATHING W/ MIN. 2-12d PER Bl -K- EA. END ARC4WAY DETAIL q 16 AND UP SCALE: I/2"=1'-0' (-�CLOSED VALLEY FLASHING DETAIL N.T.5. PRE -ENG TRUSS DOUBLE: TOP PLATE 2x CONTINOUS STRE55 BLOCKING MID WALL 2x STUDS w 16' O.G. MAX J" T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE 15T FLOOR 5TUD5 TO 2ND FLOOR STUDS SIMPSON MSTA-36 m 32" O.G. MAX PRE -ENG FLOOR TRU55 DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKINGS MID WALL 2x 5TUD5 m Iro' O.C. MAX 1/2' GYP. WL. BD. SECURE EST. PLATE TO SLAB W/ �'xV ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1" EMBED. MIN. S IMP5ON SP4 m 32' O.C. MAX INT. 2 -STORY L.B.W. SCALE: 1/2"=1'-O' DBL.. TOP 1 -1 -ATE SECURE 2 X RIP TO FIT W/2 -12d5 6"-8' O.C. MAX. 7/S" TEXTURED FIN15H 7/16" 085 SHEATHING 2 X 4 16' O.C. MAX. (WHEN OVER 1(o' IN HIEGHT.) 2 X 4 (WHEN OVER 16" IN HIEGHT.) 1/4' TEMPE=RED MA50NITE GLUE 4 NAIL W/Sd'S 8'-12" O.C. IF NEEDED. 2 X 50LIP 5LK'G m ARCH SECURE W/2 -12d EACH END ATTACHMENT PER MANUFACTURI=R'S SPEC'6. MTL WDW FRAME -NOTE: NO GAP to WDW FRAME' TO EXCEED 1/4" ARCHWAY DETAIL A CUTN��Y SCALE2' -O 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVi= PIN (MIN 5NANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/41) 5' FROM EACH END AND 18" EXISTING PLK ARV. O.C. MAX. MIN 1-1/4' EME3I=DMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 71/5" TEXTURED FIN15H OR PRIVF PIN (MIN SHANK SIZE.145 Fr7(2) 2x4 112 S.Y.P. DIACaONAL BRACE W/ C3) WALL STUDS 5CURE 12d'a g EACH TRUSS (DIAGONAL MIN HEAD SIZE 300 - X-5RACING TO COVER 5-TRUSSE5 (3)12d'5 EACH END 7/16' OSP SHEATHING MIN EMBEDMENT 1 1/4') 47 H" GYPSUM BOARD OR 2x DOUBLE TOP PLATE 2 X 4 16" O.C. MAX. 8' FROM EACH END AND la" NOTE- BOARD MTS -12 EVER STUD (WHEN OVER 16' IN HEIGHT.) O.C. MAX. MIN 1-1/4' EM�3EDMENT DIAGONAL 5RACE TO 5E a ANY SPAN 15'-0" OR GRATER REFER TO 2X4 BT. PLATE 2 X 4 (WHEN OVER 1(o' 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 0'-O' TO 30'-0" (1) X-5RACE 16' IN HEIGHT.) OR DRIVE PIN (MIN 5NANK 81ZE.145 BRACE DIVIDED EGZUALY FROM CENTER TO END 2 X SOLID F31-K'G o ARCH MIN HEAD SIZE .300 SECURE W/2 -12d EACH E=ND MIN EMBEDMENT 1 1/4') 5' FROM EACH END AND 15' ATTACHMENT PER MANUFACTURER'S SPECS, O.C. MAX. MIN 1-1/4' EMBEDMENT MTL WDW FRAME 1/4' TEMPERED MA50NITE 'NOTF; NO GAP V WDW FRAME U 4 NAIL LU/LU/6&5/SS 5' 12' O G TO EXCEED 1/4' GxL E - . IF NEEDED. ARCHWAY DETAIL B CUTAWAY 5CALE: 1/2' =v I' - 0' ASPHALT SHINGLES OVER * 15 FELT ON '1/16" 0.5.8. PRE -ENG TRU55ES OR PRE -ENG GABLE TRUSS CONY. FRAMED RAFTERS 8PFB F 5TIFACK (SEE 5EALD ENG. PACK FOR SIZE 4 CONNECTION) 2x4 5PF BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.G. (AT SHEATHING SEAMS) J' 0.5.B. SHEATHING OR"—' CDX PLYWOOD SECURED PER NAILING SCHEDULE=747-17 - CONT. 2x4 5PF RAT RUN' SECURED W/ (2) 12d'6 m EACH TRUSS 2x4 51-CC-KINGUN 2x RIDGE ONE 51ZE LARGER THAN RAFTE=R SIZE MIN. (3)]2d NAILS OR MIN. (4) 106 GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS lxa NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS o EA. TRU55 RAFTER TO TRUSS MT5-12 CREATE volD FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENCS TRUSSES PRE-E=NG. TRUSS ALTERNATE CO_ CTION M5TA-24 RAFTER TO BLK'G BETWEEN TRUSSES FIBERGLASS SHINGLES OVER " 15 FELT ON -1/16' 0.5.8. 0'-0' TO 30'-0" (1) 'X' BRACE 30'-1' TO 60'-O' (3) 'X' BRACE (I 'X' BRACE m CENTER) (2 'X' BRACE DIVIDED EaUALY FROM CENTER TO END) (2) 2X4 412 SYP DIAG-aONAIL BRACE W/ 3-126 ® EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSE5 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS SPF 5TIFFBACK (SEE 5EALD ENG. PACK FOR SIZE 4 CONNECTION) 7/16' 055 SHEATHING: U5E ad NAILS AT 4' cc. EDGE 4 ro' o.c. FIELD 2X4 W/ 3/8" X 5 LAG 032" O.C. M/ OR SIMPSON M5TA-24 0 32' O.C. M SHEATHING NAILING To BE O.C. IN FIELD 4" O.G lwALL EDGE5 Wad NAILS s -STORY GABLE END SCALE: 1/2'4-0' f:3 >=[1,ll ,l I Q I ^HIDING �D F.F. LANDING FIN15H �@ LANDING - 3/4" PL'1'WOOF-) F.F. TRU55 24' O.G. 1/2" CLGs. BOARD NAIL CONT. RAT RUN TO TRU55 W/ (2) 12d to EA. TRU55 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16O.C. MAX. 11-15 UPLIFT 51MP5OM HT5M20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL x 2350 UPLIFT (2) 51MP50M HT5M20 ONE EA. SIDE OF TRUSS OPPOSITE 51PE OF BLOCK W/10 IOd TO TRUSS AND (4) 1/4' x 2 1/4' TAPCON5 TO CONT -POURED LINTEL PRE -ENG TRU55 CONT INUOU5 BOND BEAM TAP CONS MIN. 2' COVER 2' APART 1 � TRUSS ANCHOR RETROFIT N.T.S. 12" K 7 i 3/4" PL.,I'WOOD WITH 412-F-) COMMONS DETAIL NAILED THRU 3/4" PLYUJOOD INTO ----\-7 STRIN(�;ER i 3-2x12 5YP STRINGER ' DBL 2X12 ---__A REINFORCED W12X4 SPF LO JOIST W/CONT. BEAD OF SUB -FLOOR ADHESIVE PL -400 OR SIMILAR Q EA HORIZONTAL RUN SECURE TREADS TO 5TRINGER W/(3)*Ia 3" SCREWS Q EA 5T�:INGER, UNTHREADED 5HAN< TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING NOTE: STAIRS RI5ER5 TO CONFORM TO FBG 200-1 2R+1T = 24"-2E� 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR GR'055 SECTION DIA. TO BE 13/4 +-1/4" OR PROVIDE EQUIVALENT GRASPAB 1 L 1 Tyr' WINDERS- MIN. (o" WlU :)E @ NARROW END MIN. 11" WIDTH o 12" FROM NARROW END 34" MIN. HANDRAIL NGT. MIN. 1=1NISN WINDER DETAIL 2X12 TREAD CUT TO FIT 11xa RI5ER 101 „ LESS THAN 4" T'I'1=. BETWEEN 5PINDLES lk (3) 10cd CUT NAILS 9 2X4 P.T. SLEEPER INTO SLAB 1/2" DRYW, IXIO T 1" NOSfNC-� STAIR SECTION DETAILS SCALE: 3/4`=l'-0` ARC H I T E C'T S 1.441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIVT. LOT: TUSKA SOUTH LOT#40 PROJEC1'w 1'703.00 MODEL,- 1755" GARAGE SWING: RIGHT PAGE: mISC. DETAILS ARCHITECT: STATE OF FLORIDA 4110 0049 JAMES 7 A ELL AR O 12079 DATE: 08/18/09 SCA idE:1/417=11-03) SHEET D 5or Fr7(2) 2x4 112 S.Y.P. DIACaONAL BRACE W/ C3) WALL STUDS 5CURE 12d'a g EACH TRUSS (DIAGONAL BETWEEN TRU55 BAYS W/ - X-5RACING TO COVER 5-TRUSSE5 (3)12d'5 EACH END 47 H" GYPSUM BOARD OR 2x DOUBLE TOP PLATE HIGH STRENGTH GLCa. STUDS � lro' O.G. NOTE- BOARD MTS -12 EVER STUD DIAGONAL BRACE Q CENTER OF TRU55 SPAN OR HIGHEST RIDGE. DIAGONAL 5RACE TO 5E a ANY SPAN 15'-0" OR GRATER REFER TO 2X4 BT. PLATE TRU55 ENG. FOR ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT. 0'-O' TO 30'-0" (1) X-5RACE 30'-I' TO 60'-O' (3) X -BRACE (1) X -BRACE CENTER AND (2) DORMER BRACE DIVIDED EGZUALY FROM CENTER TO END 8 ATTACHMENT SGALE: 1/2'=1'-O' GABLE X -BRACING SCALE: I/2'=1'-0" 2x RIDGE ONE 51ZE LARGER THAN RAFTE=R SIZE MIN. (3)]2d NAILS OR MIN. (4) 106 GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS lxa NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS o EA. TRU55 RAFTER TO TRUSS MT5-12 CREATE volD FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENCS TRUSSES PRE-E=NG. TRUSS ALTERNATE CO_ CTION M5TA-24 RAFTER TO BLK'G BETWEEN TRUSSES FIBERGLASS SHINGLES OVER " 15 FELT ON -1/16' 0.5.8. 0'-0' TO 30'-0" (1) 'X' BRACE 30'-1' TO 60'-O' (3) 'X' BRACE (I 'X' BRACE m CENTER) (2 'X' BRACE DIVIDED EaUALY FROM CENTER TO END) (2) 2X4 412 SYP DIAG-aONAIL BRACE W/ 3-126 ® EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSE5 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS SPF 5TIFFBACK (SEE 5EALD ENG. PACK FOR SIZE 4 CONNECTION) 7/16' 055 SHEATHING: U5E ad NAILS AT 4' cc. EDGE 4 ro' o.c. FIELD 2X4 W/ 3/8" X 5 LAG 032" O.C. M/ OR SIMPSON M5TA-24 0 32' O.C. M SHEATHING NAILING To BE O.C. IN FIELD 4" O.G lwALL EDGE5 Wad NAILS s -STORY GABLE END SCALE: 1/2'4-0' f:3 >=[1,ll ,l I Q I ^HIDING �D F.F. LANDING FIN15H �@ LANDING - 3/4" PL'1'WOOF-) F.F. TRU55 24' O.G. 1/2" CLGs. BOARD NAIL CONT. RAT RUN TO TRU55 W/ (2) 12d to EA. TRU55 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16O.C. MAX. 11-15 UPLIFT 51MP5OM HT5M20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL x 2350 UPLIFT (2) 51MP50M HT5M20 ONE EA. SIDE OF TRUSS OPPOSITE 51PE OF BLOCK W/10 IOd TO TRUSS AND (4) 1/4' x 2 1/4' TAPCON5 TO CONT -POURED LINTEL PRE -ENG TRU55 CONT INUOU5 BOND BEAM TAP CONS MIN. 2' COVER 2' APART 1 � TRUSS ANCHOR RETROFIT N.T.S. 12" K 7 i 3/4" PL.,I'WOOD WITH 412-F-) COMMONS DETAIL NAILED THRU 3/4" PLYUJOOD INTO ----\-7 STRIN(�;ER i 3-2x12 5YP STRINGER ' DBL 2X12 ---__A REINFORCED W12X4 SPF LO JOIST W/CONT. BEAD OF SUB -FLOOR ADHESIVE PL -400 OR SIMILAR Q EA HORIZONTAL RUN SECURE TREADS TO 5TRINGER W/(3)*Ia 3" SCREWS Q EA 5T�:INGER, UNTHREADED 5HAN< TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING NOTE: STAIRS RI5ER5 TO CONFORM TO FBG 200-1 2R+1T = 24"-2E� 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR GR'055 SECTION DIA. TO BE 13/4 +-1/4" OR PROVIDE EQUIVALENT GRASPAB 1 L 1 Tyr' WINDERS- MIN. (o" WlU :)E @ NARROW END MIN. 11" WIDTH o 12" FROM NARROW END 34" MIN. HANDRAIL NGT. MIN. 1=1NISN WINDER DETAIL 2X12 TREAD CUT TO FIT 11xa RI5ER 101 „ LESS THAN 4" T'I'1=. BETWEEN 5PINDLES lk (3) 10cd CUT NAILS 9 2X4 P.T. SLEEPER INTO SLAB 1/2" DRYW, IXIO T 1" NOSfNC-� STAIR SECTION DETAILS SCALE: 3/4`=l'-0` ARC H I T E C'T S 1.441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIVT. LOT: TUSKA SOUTH LOT#40 PROJEC1'w 1'703.00 MODEL,- 1755" GARAGE SWING: RIGHT PAGE: mISC. DETAILS ARCHITECT: STATE OF FLORIDA 4110 0049 JAMES 7 A ELL AR O 12079 DATE: 08/18/09 SCA idE:1/417=11-03) SHEET D 5or