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2579 Vineyard Cir (a)
OR.D TY O�, t n .�. _ SSP ? 5 2009 CITY OF SANFORD �7 i �- e- BUILDING & FIRE PREVENTION Fuj 1 .._ y~� PERMIT APPLICATION �P C� C (tel Application No: q c Documented Construction Value: .rob Address: �7 (J�� 1 - � -Xl'1F'. Yd1,L ,( Historic District: Yes ❑ No Parcel ID: 5 -LI - QDDO -o ! 0 Zoning: Description of Work: F -i iCA 3 1 Sko'a-\ _-_--V_V._o____ Plan Review Contact Person: D_ )) (-Ike.IYI�i�Title: pe -ml Yd. Phone: Fax: E-filail: Property Owner Information �r Ylor ri Com Name —0 • V— • �-br �Yr) I 1 rxG Phone: L �1�� • � Jd • JZ�� Street: 5503 T.Ql . (- hkVCA. -4 (SO O Resident of property?: City, State Zip: Of karAdo 1p i - sn ZZ Contractor Information Name cute [Z_ L Phone:'AO1- Street: 55a T- �^1. �� iv U00 Fax: City, State Zip: �r �t n r L _ 2 ZZ State License No.: C-(�) 12,`J L- l Z Architect/Engineer Information Naive: n C^1r00Q ,Inc Phone: qU1. 11"- UO -V i Street: 1LIL 1 f1 A IZC�C�in Fax: City, St, Zip: �_ c LSC F � L _ 1 J� E-mail: Wk Bonding Company: n 1 o— Mortgage Lender: I C), Address: ]Building Permit x Square Footage: T- No. of Dwelling Units: Electrical ❑ New Service - No. of AMPS: Address: PERMIT INFORMATION Construction Type: - No. of Stories: Flood Zane: Plumbing ❑ New Construction - No. of Fixtures: Mechanical ❑ (Duct layout required for oew systems) Fire Sprinkler/Alarm ❑ No. of heads.- 0 eads: 0 TRUSJ PLACEMENT PLA N I I APPROVED TRUSS ANCHOR BY BUILDER 20 MINIMUM TOP and BOTTOM CHORDS OPTI `NAL COVED PA LIC PLUMES CUT OVERHANG I' STANDARD HEEL HEIGHT - _r . _ . _ . _ ��3_ .. 47 POUND LOADING I 1 14'-7" 12 3 .I'-0"B'RG. 4 / I UNLESS NOIED- /' I OTHERWISE -- 40•-0-0 TYPICAL_ TRUSS' END DETAIL HANGERS 7' --- 0" IMPS S26 (A) ALL.I, HANGERS USP ORS ON HU D > > -J -`j v •.1 .1 V �l v v --,I(-nW G - C hT� as J1, l O •J3 - --- J� r NOTE. �� ---- � er J� YOUR SIGNATURE WILL ACKNOWLEDGE: z Fi F''+ °9 No a;a F�Sw? . [3 _..... n a .._ ... X i3 r3 ire—a .: -i ._ N is - m is -._ m r�'T;1 &?m r.. FS i3 F3 a �R a in T H7 1) AUTI IORIZATION FOR FABRICATION. !— ---- - H 2) VERIFICATION OF ALL D SE SIONS, CONDITIONS, N ITIONS, I AND TRUSSES.' E IN / STRICT' ACCORDANCE WITH THIS PLACEMENT PLAN. H1 l / 3) RECEIPT AND USE OF "BCSI-B1 Summary Sheet ~ - - - — \ �• / / I11. COMMENTARY and RECOMMENDA11ONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNEC'IED WOOD TRUSSES (TPI). 4 NO BACK CHARGES OR - ) C' r CRANE CHARGES OF ANY j KIND VLLL SE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. ,N � SIGNED { - -- o TITLE DATE 1 B' -U” CEILING j All spacing is 24" O.C., except as noted. All walls shown are bearing,, except as noted. IliaAll valleys calculate with sheathing under. \ - _ _I Number of girder plies to be determined by engineering. DO _ Y-/ 0 NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. o Labeling I I — ~/ -------- --- - - \ -` 'drawns trusses i a service, not a''reyuirement.' Engineered h _ = - --- Hg g p labeling of ,trusses.' It is the responsibility O I of the builder to utilize engineered' drawings when erecting trusses. WARNING N / / I 1 15 I ENORIION BRACING IS NOT THE RESPONSIBILITY PERSONS ERECTING or I ESARE N SDESIGNER, ATE MANUFACTURER, _ , --„,tea-"--� -,,--� \ -,Mj - ar ;;rw..---^-=---r-s---. ..... __. —1 PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO _ / — -2 A PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH 14 _ 2 MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "BCSI-B1 Summary Sheet COMMENTARY O.{� - — I WOOD TRand USSES' (M) RECOMMENDATIONS for TRUSSES ARE TO EUEREC ED AND FASTENENG & BRACING METALD PIATEN A CONNECTED D � 7 = ( ). TENED IN A STRAIGHT A:I �• P fi l T PLUMB POSITION MERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY _ 4- 2A; SHALL 9E DRACED AS SPECIFIED ON THE TRUSS DESIGN. D .AM frill I I TRUSSES SHALL BE HANDLED WITH REASONABLE I CARE DURING ERECTION TO PREVENT ..r. — _ a I DAMAGE. ^1: f - T — I TRUSS COMPANY. SUPPLIES ONLY _ _ --�I-� _ —• GE : � � TRUSS' COMPANY WILL TRUSS TO TRUSS CONNECTIONS. _ _ - - L SUPPLY, ALL TRUSS TO TRUSS HARDWARE CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS "GREATERTHAN 5000 POUNDS, OR SKEWED, NO 11 HANGER IS SUPPLIED. f 12-0-0 CON ACTOR, SHOULD CIIECK ALL REACTIONS FOR PROPER CONNECTIONS: ASCE7-05 WIND and GRAVITY CRITERIA 1, ' I i Ez losure Category G' Bldg” Category 2' Wind Design Velocity : f MPH 19 Y 9 9 Y 9 Y 9 Imp. Factor : 1.00 Wind Load Duration Factor 1.25 Mean Roof Height : ft. / I SIENIEN W. WARIER Slruct Eng #54395 4922 Dyer Blvd WPB, FL' 33407 561-848-6646 --,-1 n-�mR._ ��� _ ar M. re--��,� •1 R r -- REV 04-13-09 CVR PATIO GB „ I i I v Trusses shown on this layout are a component part of the S J 75 -- J`I building and show truss location. I oProper erection, temporary and permanent N brccing design are the responsibility of the building de- S JJ ^°� I signer or his engineer . Lateral Gracing shown on the 'in SOUT�jE (561) 848-6646 _ ,�, ,,d,vldual ,suss drawings muss be placed during the UI `:; , BUI LDfNG PRODUCTS FN �'1�e`IICn procedure. - - 4922 Dyer Boulevard West Palm Beach, FL 33407 w _e , _ . sr, �I .I _ _ ._ cn _ .ter . _ -' -`� V- CUSTOMER:4JOB IVO,' CUSTOMER: LU CD r ( DR.HORTON -< p LOT,._ U LOT/BLK/SUED: Lv UrvAL ,, ADDRESS, MODEL 15 42 ELEV.A & B `A�a6esAa�e1 ,SUBDIVISION: -0" ,,��,lS�'�-- � SCAIF,: '— '. DATE: ''r DRAHN BY; - ', DRAN1Na NUMBER: \J II J! 3/T 6'-1 -0" 03/25/Q9 I G R l- G 11542AB ..1 ® STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 5850 T.G. LEE BLVD. SUITE 600 ORLANDO, FL, 32822 TEL: (407) 850-5200 ALTERNATE AMPERAGE FAX: (407) 850-5300 FLUI"I5-CETT 0Vr=FHANC5, RAISE f5Rr-:;. Hr:;TS. TO 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: Norton. com CBC1252212 -I!& - 4w --m I E a- j 440 1 Tel= ( 7) 850-5200 Fax= (4407) 850-5300 DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. W/2009 SUPPLEMENT A/C DESCRIPTION ADJ. • 2007 FLORIDA FIRE PREVENTION CODE ALT. 5 z BD.P *ALL LOCAL AND STATE CODES CL ALTERNATE AMPERAGE CAB. MANUFACTURER MINIMUM CLG. FLUI"I5-CETT 0Vr=FHANC5, RAISE f5Rr-:;. Hr:;TS. TO CLR. FOR: Norton. com CBC1252212 -I!& - 4w --m I E a- j 440 1 Tel= ( 7) 850-5200 Fax= (4407) 850-5300 DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. W/2009 SUPPLEMENT A/C DESCRIPTION ADJ. • 2007 FLORIDA FIRE PREVENTION CODE ALT. • NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION BD.P *ALL LOCAL AND STATE CODES CL ALTERNATE AMPERAGE CAB. MANUFACTURER MINIMUM CLG. FLUI"I5-CETT 0Vr=FHANC5, RAISE f5Rr-:;. Hr:;TS. TO CLR. M.T. MTD. CONC. FIRST FLOOR PLAN CPT. CABINET MTL. METAL C.T. • OCCUPANCY — RESIDENTIAL, GROUP R3 D. • CONSTRUCTION TYPE — VB DBL. CONCRETE D.G. • MIN. INTERIOR FINISH — CLASS B D1A. • BASIC WIND SPEED — 120 MPH (M/S) DIM. DISP. • 1—STORY RESIDENCE — DP. • 2—STORY RESIDENCE — MAX. HEIGHT AS PER DR. S. LOCAL AND STATE CODES DTL. CERAMIC TILE PH. PHONE D.W. SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 EA. USED FOR DESIGN INCLUDE: ELEV. • CONCRETE MASONRY RESIDENTIAL EQ. ExH. • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-02 F.G./FX. F.G. SQ.FT. CALC. S FIN. RLR. FLUOR. DIAMETER P.T. FR. DR. LIVING 1542 SQ. FT. FTG. DIMENSION GA. ENTRY ELEV. 1 14 SQ. FT. GAR. DISP. GARAGE 392 SQ. FT. G.F.I. RAD. GL. GYP. BD. TOTAL ELEV. "B" 1948 SQ. FT. H.B. RETURN AIR GRILL H.C. HDR. REF. HGT. OR HT PATIO 35 SQ. FT. INSUL. OPT. GOV. PATIO aO SQ. FT. INT. ABBREVIATIONS I REVISIONS ABOVE LAV. LAVATORY DATE DESCRIPTION AIR CONDITIONING ADJUSTABLE MUM. M.C. LUMINOUS MEDICINE CABINET I1/3/08 [D.R.H BASE MOpEL CHANCES 4/20/09 R -L. REVISIONS - REMOVE "E" 4 "F" ELEVATIONS ALTERNATE AMPERAGE MFR. MIN. MANUFACTURER MINIMUM PG FLUI"I5-CETT 0Vr=FHANC5, RAISE f5Rr-:;. Hr:;TS. TO BOARD CENTER LINE M.T. MTD. METAL THRESHOLD MOUNTED FIRST FLOOR PLAN 1A11 $ 11511 a'-511 ON 11,4115° ELEVATIONS CABINET MTL. METAL CEILING CLEAR N.T.S. O.C. NOT TO SCALE ON CENTER/3m/m9 -ELEVATION "B" LEFT & RIGHT REMOVED FRAMING AT A/C CLOSET IN GARAGE PER LOU AVELLI CONCRETE PL PROPERTY LINE 6 -ELECTRICAL PLAN CARPET P.B. PUSH BUTTON PG D2—MISC. DETAILS PG CERAMIC TILE PH. PHONE DRYER PLT. PLATE DETAILS PG D5—MISC. DETAILS DOUBLE PLYWD. PLYWOOD DUAL GLAZED PR. PAIR DIAMETER P.T. PRESSURE TREATED DIMENSION R. RISER DISPOSAL RAD. RADIUS DEEP R.A.G. RETURN AIR GRILL DOOR REF. REFRIGERATOR DOWNSPOUT RM. ROOM DETAIL R.O. ROUGH OPENING DISHWASHER S.C. SOLID CORE EXT DR EACH S.D. SMOKE DETECTOR ELEVATION S.H. SINGLE HUNG EQUAL SHT. SHEET EXHAUST SHTHG. SHEATHING EXTERIOR SHWR. SHOWER FIXED GLASS SIM. SIMILAR FUEL GAS SL. SLIDING FINISH SL. GL. SLIDING GLASS FLOOR STD. STANDARD FLUORESCENT SWS SHEAR WALL FRENCH DOOR SECTION FOOTING TEMP. TEMPERED GLASS GAUGE THK. THICK GARBAGE DISPOSAL T.O.C. TOP OF CURB GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GLASS TYR 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 a ,moi p i LANS REVIFWED F INDL'X OF DPAWING SHEET # DESCRIPTION PG CI—COVER PAGE PG GN— GENERAL NOTES PG 1—FOUNDATION PLAN PG 1A—DOWEL PLAN PG 113— LINTEL SCHEDULE PG 1C—WIND LOAD CALCULATIONS PG 2— FIRST FLOOR PLAN PG 313 -ELEVATION "B" FRONT & REAR PG 413 -ELEVATION "B" LEFT & RIGHT PG 5B- FRAMING PLAN "B" PG 6 -ELECTRICAL PLAN PG D1—FOUNDATION DETAILS PG D2—MISC. DETAILS PG D3-1—STORY WALL SECTIONS PG D4—MISC. DETAILS PG D5—MISC. DETAILS A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUEDIV. & LOT: IIIIIIIIII TUSCKA PLACE ]LOT � 49 MODEL,: "15 42" GARAGE SWING: LEFT PAGE: COVER PAGE ARCHITECT: STATE OF FLORIDA CIES CANTWELL AR NO 12079 DATE: 09/04/09 SCALE: SHEET c I Or 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 25 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 120 MPH IV. POOLROOMS 75 V. BALCONIES 60 B VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) ±0.18 C. ROOF LIVE LOADS ** "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 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y 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 W. 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 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 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" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3'-0".FRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 2511 . 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/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT., TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA - THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, UNO. Fb =1,500 PSI Fv =175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD. 112" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED %" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 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 3/" 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 1/2" GYPSUM BOARD. FBCR 311.2. A R C H I T E C T S - 1 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 r' S'UHDIV. 8e LOT: TUSCKA PLACE ]LOT � 49 MODEL: "1542„ GARAGE SWING: LEFT PAGE: GENERAL NOTES ARCHITECT: STATE OF FLORIDA m 29,79 CANTWELL 10 12079 DATE: 09/04/09 SCALE: 1/4"=1'-0" SHEET GN110 1101 F1173mrZAT FOUNDATION PLAN ELEVATION '-&-1 3 99 99 '-7° 10'-011 24"x2411x12" CONC. 1 PAD W/ 3-05 5,4RS E.W. ON CHAIRS MIN. 3" COVER 1 ■ -4 1/211 ■ I�,al 4 p411 CONC. I 1 N D � o �I (DCOV. PORCH -m" ELEV. i=1N. CONC. SLA5 1 ■ SLAB 111/2"\ D I_ 3-41 8" 1 ■ -3 1/211 j 1 = Ila 1 -41/2 D1 4II 1 4 coNc. D SLAE3 ELEV. 99 C 99 & 99D 99 A R C H IT E C T S D esi n O U l 1nc_ 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: TUS C KA PLACE LOT ;11 49 MODEL: "1542" GARAGE SWING: LEFT PAGE: Fo UND ATIO PLAN ARCHITECT: STATE OF FLORIDA SFA JAMES CANTWELL AR NO 12079 od DATE: 09/04/09 SCALE: 1/4"=1'-0" SHEET I OF I C DOWEL PLAN ELEVATION „A„ & „1399 !I, rl-'�ELEVATION "L" & " D" A R C H I T E C T Design Group �nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: TUSCKA PLACE LOT # 49 MODEL: "1542" GARAGE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA /ESCANTWELL J AR NO 12079 (DATE: 09/04/09 SCALE:1/431=13-011 SHEET 1A ���� t SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U -LINTELS 8" PRECAST & PRESTRESSED U -LINTELS ■ SI;HEDULE 6 GRAVITY "All ELEV.TrPE 11C,114"D"NO. BDRM. 21 LATERAL TYPE 8RFI0-05 OW14- !L8 -0158F12-05 lb -0 0-0 4 28-0 32-0 LENGTH SU8 er=a -113 81`12-15 aFib-15 81720-15 81724-15 6F28 -I15 OF32-15 16-2T 0-2 3166 4413 6039 '1526 9004 10412 11936 2'-10'(34') PRECAST 2302 3166 4413 6039 1526 9004 10412 11936 6412 M216052215, 3138 3311 4689 6001 1315 8630 9941 3'-6' (42') PRECAST 2302 3166 1 4413 6039 1526 9004 10412 11936 9416 10818 2325 2496 3461 4438 5410 6384 1358 4'-0' (48') PRECAST 2029 3'-6' (42') PRECAST 4'-6' (54') PRECAST C 1251 2646 4413 6039 1526 9004 10412 11936 6061 1036 1181 1913 2651 3403 4149 4896 5644 4'-6' (54') PRECAST 1651 6245 4325 4'-0' (48') PRECAST 5'-8' (68') PRECAST 1103 2051 3811 6412 2110 4021 6039 1526 9004 10412 9668 2150 3583 1223 1301 1809 2311 2826 3336 3846 5'-4' (64') PRI=CAST 1184 1665 2889 5051 6096 5400 6424 1450 8111 6,101 1000 1059 1414 1889 2304 2121 3131 5'-10"(10') PRECAST 9-12 1105 2435 3111 3913 4658 5406 4106 164 1459 2464 4144 5458 4431 5280 6122 420 834 1255 2101 3263 2146 3358 3911 4585 PRECAST 93 1 505 1100 1393 1431 2050 2610 3293 3920 4549 1255 2101 3396 5260 1134 8995 6890 3084 3665 1029 1615 2385 1994 2439 2886 3333 714o" (90')PREGAST 161 1029 1615 2610 3839 5596 6613 5041 1815 2441 632 1049 1469 1210 1482 1154 2021 9'-4' (112') PRECAST 513 2250 2169 3290 3812 1995 (W -b'(16") PRECAST (116') PRECA5T 168 1212 1818 2544 3469 4030 3121 614 1141 482 802 1125 915 1122 1328 1535 PRECAST 456 959- 912 1415 1914 2354 2191 3240 658 1025 1514 2081 2114 3130 2404 891 508 935 1365 1854 2355 1193 2015 11'-4' (136') PRECAST 445 (112') PRECAST 801- 612 980 1269 1560 1852 598 935 1365 1854 2441 3155 4044 1550 1910 545 864 1254 1689 2014 1510 1818 12'-0'(144') PRECAST 414 1261 1496 1131 10'-6"(12(o') PRECAST 555 864 1254 1693 2211-2032 493 3590 116 611 421 126 1028 1331 1635 1224 1418 13'-4' (160') PRECAST 362 -'7;71-148 696 899 1104 1309 1515 11'-4' (136') PRECAST 1016 1438 1855 2343 2920 363 556 381 648 919 1190 1462 1081 1260 14'-0"(168') PRECAST 338 601- 400 631 816 1001 1186 1312 455 100 1003 1335 1114 2153 2666 NR NR NR NR NR NR NR PRESTRESSED N.R. 1199 2086 500- 340 532 686 465 165 1310 2045 2610 3185 3165 NR NR NR NR NR NR NR PRESTRESSED N 682 1004 1361 1631 1891 458- 420 695 1250 1855 2310 2890 3410 14'-0"(168') PRECA5T NR NR NR NR NR NR NR 11'-4' 0208")FRl=5tRE5SED N.R 548 318 629 922 1254 1561 1816 310 530 950 1400 1800 2200 2600 851 990 NR NR NR NR NR NR NR ],a'-4'(732') PRESTRESSED N R N.R. 351 243 352 582 852 1156 240 400 150 1090 1400 1120 2030 21'-4' (256 ") PRESTRESSED N R NR NR NR NR NR NR NR 183 1 330 610 940 1340 1180 2110 22'-0'(264')F'RE6TRE68ED NR NR NR NR NR 1616 R NR 188 160 300 510 810 160 114 1910 11'-4' 1208')PRESTRESSED NR NR NR NR 91! R NR 24'-0(288') PRESTRESSED N R 165 201 313 401 490 518 661 130 240 410 120 150 1610 8" PRECAST & PRESTRESSED U -LINTELS ■ SI;HEDULE 6 UPLIFT "All ELEV.TrPE 11C,114"D"NO. BDRM. 21 LATERAL T 8RFI0-05 OW14- IB -0 16 -IT 20-iT 24 -IT 28 -IT OF32-IT 8Fd6-1B SWIO-I5 SW14-I5 8W18 -I15 !!222-I13 &W -26-I5 LEZ,TH L i 6'-0 81`24-015AT 1591 16-2T 0-2 4-2 28-2 DE -3 8U8 8178 F- -1 LAUN. ■ 1244 4101 5332 6569 1811 9055 1821 3412 2'-10'C34'J PRECAST 6412 M216052215, 11,416 10818 4'-6' (54') PRECAST 1351 1449 2162 2021 2021 44131 5315 6264 981 5190 6401 1630 8851 1941 9416 10818 832 260 4231 5219 6204 1192 3585 5'-8' (68") PRECAST 185 3'-6' (42') PRECAST 4'-6' (54') PRECAST C 1251 1251 4014 6412 6516 165 4125 5091 6061 1036 1449 1924 2400 18181989 3352 2832 3680 4532 5381 6245 4325 4'-0' (48') PRECAST 5'-8' (68') PRECAST 1103 2051 3811 6412 6516 5450 938 938 501 1818 IS25 2150 3583 4422 5264 6110 4230 1660 1162 2501 3251 4010 4161 5525 2933 4100 4'-6' (549 PRECAST 8111 6,101 i 161 1311 2252 1958 121 121 3439 1660 1105 2435 3111 3913 4658 5406 4106 164 1393' 1484 2110 2141 3315 4010 4648 420 834 5'-4' (64') PRECAST 1011 1342 1614 1886 9'-8' (11(o') PRECAST 1 311 505 505 1100 1393 1431 2050 2610 3293 3920 4549 2618 3595 2815 1212• 1351 1930 2505 3084 3665 4241 3221 5'-10"(10') PRECAST (90') PRECAST 418 418 941 1212 1315 1815 2441 3010 3583 4151 315-1 1141• 1200 1133 2250 2169 3290 3812 1995 (W -b'(16") PRECAST (116') PRECA5T 101 Bel 614 1141 1182 1684 2192 2103 3216 3132 2450 959- 912 1415 1914 2354 2191 3240 1'-6" (90')PRECAST 891 651 990 1029 1466 1901 2 351 2191 324r2 (112') PRECAST 801- 612 980 1269 1560 1852 2144 454 630 801 155 1192 1550 1910 2211 2634 116- 498 193 1021 1261 1496 1131 10'-6"(12(o') PRECAST 396 493 116 611 1039 1389 1111 2034 2358 666- 439 696 899 1104 1309 1515 11'-4' (136') PRECAST 363 556 666 535 905 1295 1595 036 2198 601- 400 631 816 1001 1186 1312 12'-0'(144') PRECAST 340 494 631 486 818 1209 1514 1199 2086 500- 340 532 686 841 991 1153 13'-4' (1601) PRECAST 302 398 513 409 682 1004 1361 1631 1891 458- 316 493 635 118 922 1065 14'-0"(168') PRECA5T 286 360 548 318 629 922 1254 1561 1816 243 295 459 591 124 851 990 14'-8' (116'1 PRESTRESSEp N.R. 351 243 352 582 852 1156 1491 1142 228 218 430 553 611 801 925 15'-4' 1184') PRESTRESSED N.R. 321 228 329 542 191 1012 1381 1616 188 236 361 464 1 561 610 114 11'-4' 1208')PRESTRESSED 188 216 449 649 814 1121 1389 N•R. 255 165 201 313 401 490 518 661 19'-4' 1232') PRESTRESSED N.R. 204 165 239 383 550 136 940 IIS® 186 218 356 433 512 590 21'-4' (256')PRESTRESSED145 N.R. 112 7-42 212 336 411 635 801 993 140 180 268 343 418 493 568 22'-O'126.1')F'RESTRESSED N.R. 161 131 205 322 451 601 111 941 121 165 244 312 13W 441 515 24'-0'(288') PRESTRESSED N•R. 135 124 1 186 290 408 1 538 1 680 833 'REDUCE VALUE BT 2576 FOR GRADE 4W FIELD REESAK 8" PRECAST W/ 2 RECESS DOOR U -LINTELS 4AW6441val SI;HEDULE 6 GRAVITY "All ELEV.TrPE 11C,114"D"NO. BDRM. 21 LATERA 6- 8RFI0-05 OW14- IB -0 8 22- 6- 81 30-08 L��N,3��TH�TYP�E 8Fd6-1B SWIO-I5 SW14-I5 8W18 -I15 !!222-I13 &W -26-I5 E30 -I5 L i 6'-0 81`24-015AT 1591 3053 2982 3954 4929 5904 6880 4'-4' C52') PRECAST 1489 F- -1 LAUN. ■ 1244 1513 2413 3260 4112 4961 1821 3412 4982 6412 1941 11,416 10818 4'-6' (54') PRECAST 1351 1449 2162 2114 3600 44131 5315 6264 1519 1102 3412 4982 6412 1941 9416 10818 832 1602 1550 2058 2566 3015 3585 5'-8' (68") PRECAST 185 4'-6' (54') PRECAST C 1153 2162 4014 6412 6516 5814 6839 3036 119 1500 1449 1924 2400 2816 3352 5'-10" C10') PRECAST 135 -Jr,11 2423 3055 3689 4325 5'-8' (68') PRECAST 1103 2051 3811 6412 6516 5450 6411 501 501 1611 2933 2516 3223 3812 4522 (80') PRECAST 822 4230 896- 1138 1142 2352 901 1611 2933 4100 6130 8111 6,101 i 161 1311 2252 1958 2451 2944 3439 1'-6' (90') PRECAST 665 896 1099 1690 2288 2891 3491 4106 164 1311 2329 3609 5492 6624 5132 3101 420 834 1253 1011 1342 1614 1886 9'-8' (11(o') PRECAST 1 311 630 1100 118 535 928 1491 2119 2618 3595 2815 8" PRECAST W/ 2" RECESS DOOR U -LINTELS 'KEDUG:E YALUE EST 156 I -VX GKADk 4W N=LD 1-0-1K L- 6 25-5H EGRESS BDRM. • 3 a' -a" C -LG. ---------- BATH ---------BATH 2 V-5"0 CLC I i II II 000 SI;HEDULE 6 UPLIFT "All ELEV.TrPE 11C,114"D"NO. BDRM. 21 LATERA T1 PE Blob -IT 5WIO-IT MW144T 8WI8-IT OW22-IT 8(. 26 -IT OFF -30 -IT L 3 3'40" 81724-ID5/1T &Fi -015AT LENCxTH OF32 -115AT L 5 4'-6' SF24-ID5/1T FT L 6 4'-6" SF24-05AT 8RF L i 6'-0 81`24-015AT 6-27 8171710-2T 8W14 -2T OW18-2T OW22-2T 6-2&W30-21SRU F- -1 LAUN. ■ 1244 1513 2413 3260 4112 4961 5825 0 r---1 4'-4' (52') PRECAST 0 - 932 932 1244 1519 2339 3110 4008 4850 5696 1192 1501 2311 3121 3931 4156 5511 4'-6' (54') PRECAST C 853 853 1192 1455 2240 3036 3831 4643 5453 924' 1112 -Jr,11 2423 3055 3689 4325 5'-8' (68') PRECAST 501 501 924 1132 1141 2351 2918 3603 4230 896- 1138 1142 2352 2965 3581 4198 5'-10" (101) PRECAST i i► 469 469 896 1099 1690 2288 2891 3491 4106 118N43 1513 2042 2513 3101 3642 (50') PRECAST 630 1100 118 1468 1981 2509 3035 3563 688 1325 1810 2280 2153 3221 (90') PRECAST 110 941 bee 1302 1162 2225 26'34 315-1 533- 808 1123 1413 1104 1995 (116') PRECA5T 516 614 5331009 1369 1128 2088 2450 'KEDUG:E YALUE EST 156 I -VX GKADk 4W N=LD 1-0-1K L- 6 25-5H EGRESS BDRM. • 3 a' -a" C -LG. ---------- BATH ---------BATH 2 V-5"0 CLC I i II II 000 GARAGE 8'-8" CLG. PATIO L- 7 ® ----- 5068 S.G.D. KIT( 01-50 FAMILY ROOM 8'-8" CLG. L- 8 25 -SN EGRES5 BRKFST 5'-V CLG. 1H5 -SH L- 3 ------ -�'-O"X7'-®"O.H.D- ----- L- 4 OWNERS SUITE &'-8" CLG. 0. BATH S'-8" CLG- L- 9 25 -SH EGRESS I W.I.C. I 0'-a" CLCx. ------- LIVING ------ LIVING ROOM/ DINING ROOM/ OPT. BEDRROOM #4 0'-V GLG. 35 -SH W/ _ ARCH TOP ri 7777 0 L-1 ELEVATION 0: 0'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "1:" SI;HEDULE 6 COMMENTS "All ELEV.TrPE 11C,114"D"NO. BDRM. 21 81`RF14-ID5/IT _ 0 L 3 3'40" 81724-ID5/1T &Fi -015AT L 4 I-1'-4' 8F24-18 /1T OF32 -115AT L 5 4'-6' SF24-ID5/1T FT L 6 4'-6" SF24-05AT OF -16 -05/1T L i 6'-0 81`24-015AT "W L 8 4'-6" 81724-05AT 81716 -05/IT L 9 4'-6" 8F24-IDB/IT � II L1 F- -1 LAUN. ■ - ----------- i I a' - V'I I I CLCx. 0 r---1 0 - GARAGE 8'-8" CLG. PATIO L- 7 ® ----- 5068 S.G.D. KIT( 01-50 FAMILY ROOM 8'-8" CLG. L- 8 25 -SN EGRES5 BRKFST 5'-V CLG. 1H5 -SH L- 3 ------ -�'-O"X7'-®"O.H.D- ----- L- 4 OWNERS SUITE &'-8" CLG. 0. BATH S'-8" CLG- L- 9 25 -SH EGRESS I W.I.C. I 0'-a" CLCx. ------- LIVING ------ LIVING ROOM/ DINING ROOM/ OPT. BEDRROOM #4 0'-V GLG. 35 -SH W/ _ ARCH TOP ri 7777 0 L-1 ELEVATION 0: 0'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "1:" < ^ST ® LINTEL SI;HEDULE L[NTEL LENGTHELE T COMMENTS "All ELEV.TrPE 11C,114"D"NO. L 1 5'-4" 81RF14-05/1T 81`RF14-ID5/IT L 2 4'-4" SRF22-ID5/iT 5Ri=_32-ID5/iT L 3 3'40" 81724-ID5/1T &Fi -015AT L 4 I-1'-4' 8F24-18 /1T OF32 -115AT L 5 4'-6' SF24-ID5/1T 8FI6 -05/iT L 6 4'-6" SF24-05AT OF -16 -05/1T L i 6'-0 81`24-015AT SF32 -IDB/iT L 8 4'-6" 81724-05AT 81716 -05/IT L 9 4'-6" 8F24-IDB/IT 81710-ID5/iT ■ ■ ■ ■ C ■ ■ ■ ■ ■, ■ i i► < ^ST ® LINTEL SI;HEDULE L[NTEL LENGTHELE T COMMENTS "All ELEV.TrPE 11C,114"D"NO. L 1 5'-4" 81RF14-05/1T 81`RF14-ID5/IT L 2 4'-4" SRF22-ID5/iT 5Ri=_32-ID5/iT L 3 3'40" 81724-ID5/1T &Fi -015AT L 4 I-1'-4' 8F24-18 /1T OF32 -115AT L 5 4'-6' SF24-ID5/1T 8FI6 -05/iT L 6 4'-6" SF24-05AT OF -16 -05/1T L i 6'-0 81`24-015AT SF32 -IDB/iT L 8 4'-6" 81724-05AT 81716 -05/IT L 9 4'-6" 8F24-IDB/IT 81710-ID5/iT FOYER I I 119'-4" CLG. II I I II �� BRKFST _ 9'-4" CLG. - - 1H5 -SH L- 2 ENTRY L-3 9'-4" CLG. LIVING ROOM/ DINING R00M/ OPT. BEDRRO OM #4 9'- 4" CLI'. -SH W/ ;CH TOP r%xxxxxx?u E E"C �7 & 79 D 99 OUT -- LINTEL ELEVATION "C' 4 "D" -S RE5AR AT TOP 5AFE LOAD TABLE NOTESMIN. (i) REQ'D GENERAL NOTES 1-1/2' CLEAR MAi"ERiALS t. All values based on minimum 4' bearing. T Exception: Safe loads for unfilled �(F'E DESIGNATION I. f'c recast lintels = 3500 pal. 1. Provide full mortar head and bed joints. lintels must be reduced by 20% if bearing length is lees than 6-1/2'. 2. Shore Filled lintels as required. Safe loads for all recessed Ifntela based on S' nominal bearing. F = FILLED WITH GROUT / U = UNFILLED 0 FU +: cmu. 2. f'c prestressed lintels = 6000 pal. 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated_ `t ` 3. f'c grout = 3000 pal w/ maximum 3/8' aggregate. 4. Lintels are manufactured with 5-1/2' Ion notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section apecii'led. F FQUANTITY OF "5 RE5AR AT Q "' 4. Concrete masonry units (CMU) per ASTM C90 w/ g BOTTOM OF LINTEL CAVITY X .• ;• minimum net area compressive strength = 1900 psi. vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. `a) E :°. GiROUT 5. Rebar provided to precast lintel per ASTM A615 GR60. 5. All lintels meet or exceed 1-/360 vertical deflection, except lintels Il' -4' and 5. Additional lateral load capacity can be obtained by the designer by providing rn O Field rebar per ASTM A615 GR40 or GR60. longer with a nominal height of 8' meet or exceed L/180. addlonal reinforced masonry above the precast lintel. �,� _,/1 - z j 6. 1/32' m field added rebar are be located at the bottom el the lintel scatty. 6. One "1 rebar may be substituted for two "5 rebara in 8' lintels only. �9 ' *•3 RESAR At BOTTOM 6. Prestressing strand per ASTM A416 grade y y• - a 0 OF LINTEL CAVITY u s are t steel or mechanical anchorage. 1. 1/32 diameter wire stirrups welded to the bottom F g c c a loads from the safe load tables b 1� the deet designer may evaluate on entrat d I fr 210 low relaxation. 1. 1. 1/32 wire per ASTM A510. 8. Caet-in-place concrete may be provided in composite lintel iei lieu of concrete masonry units. calculating the maximum resisting moment and shear at d -away from the face of support. NOMINAL WIDTH QUANTITY OF 05 150TTOM REINFORCING 8. Mortar per ASTM C210 type M or 5. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 8. For composite lintel heights not shown, use safe load from next lower height. NOMINAL HEIGHT-]RE5AR AT TOP -r, ACACTUAL IFROvIDED IN LINTEL S. All safe loads in units of pounds per linear foot- 8' NOMINAL WIDTH (VARIES) A R C H IT E C TS 1.41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV & ]LOT: TUSCKA PLACE LOT # 49 ]PAGE: LINTEL SCHEDULE ARCHITECT- STATE OF FLORIDA JAM CANTWELL AELNO 12079 r.ATE: 09/04/09 SCALE: 1/4'j=1)-0" SKEET ID OF O 25 -SH EGRESS BDRM. 3 ioo mmoil BDRM. 2 O 506 5 S.G.D. 1►iY1[ FAMILY ROOM I i LAUN. -- - - - - -- L__J � BRKFST 01 �--J o 3 O -- -- ------ ----- O E �o0 FOYER II II II OWNERS 0. BATH i i i O W.I.C. � i -_J LIVING ROOM/ DINING ROOM/ OPT. BEDRROOM #4 35 -SH W/ ARCH TOP ELEVATION 99 A39 & 99 B99 5'-5" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" 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 26 35 -SH W/ ARCH TOP 4 20.5/ -22.3 24.4/ -26.6 2 20 3065 DR 4 20.5 , -22.ro 24.1/ -26.9 3 12 1H5 -SH 5 21.6/ -25.1 25:1/ =34.2 4 112 16'-0 X 1'-0 GARAGE DR_ 5 15.3/ -22.4 21.5/ -26.1 5 11 25-8H EGRESS 4 21.1 / -22.9 25.1/ -21.3 6 11 25 -SH EGRESS 4 21.1 / -22.9 25.1/ -21.3 1 34 5068 S.G.D. 4 20.2 / -22.0 24.0/ -26.2 8 11 25 -SH EGRESS 4 21.1 / -22.9 25.1/ -21.3 9 11 EGRESS 5 21.1 / -25.0 25.0/ -33.1 WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA E3UILDING CODE, 2004 ALLOWS THE PRESSURES TO BE AVERAGED WHEN THE OPENING IS PARTIALLY LOCATED IN 150TH ZONE 4 AND ZONE 5 WIND PRESSURES ARE 5A5ED ON WIND SPEED=120MFH (3 SECOND GUST) IMPORTANCE FACTOR=1.0 EXPOSURE CATEGORY = B MEAN ROOF HEIGHT=L/ESS THAN 30 FT. FOR AN ENCLOSED BUILDING 1 I -n11 PERCENTAGE OF AREA WITHIN ZONE 4: A4=11.33_16=0.71ft2 PERCENTAGE OF AREA WITHIN ZONE 5: A5=4.66- 16=0.29 ft' AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21.8 (0.9) + 21.8 (0.10) = t9.62+2.18 = 21.8 psf AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: p = -24.0 (0.71) + - 26.55(0,29) _ -17.05 + (-7.7) _ -24.75 psf. AVERAGE GARAGE DOOR PRESSURE: p=21.8/-24.8 II II I I II I I II � I I II �� BRKFST LIVING ROOM/ CL G --_®_ DINING ROOM/ OPT. BEDRROOM #4 J O 9'-4" CLG. O 35-SHW/ WIND LOAD CALL ULATI O N- S ARCH TOP . � O ELEpV TION 99 c 99 & 99 D 99 9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" A R C H I T E C T S Desi n t O U inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 lw Z mmmoubb a � ; 4 s s i S'UBDIV. & LOT: TUSCKA PLACE LOT � 49 MODEL: "154x„ GARAGE S W KG: LEFT PAGE: WIND -LOAD CALCULATIONS ARCHITECT: STATE OF FLORIDA (pa O // JAMS CANTWELL I L AR NO 12079 J DATE: 09/04/09 SCALE: 1/4"=1'-0" SHEET Ic or a u a OWNER'S DOOR BEYOND ARCH VAR" 3-1/2 9=1/2" 211 ELEG. OUTLET PER ELEC. CODE DBL. PATE m SN 4-9 B.F. 3'-411 Q1_411 I BDRM. 4 a' -a" cLG. I 35 -SH W/ ARCH TOP EGRESS 3'-1/TII (11_211 �r �OPT. L3IllI200M #4 10'-0" I I 9 �l6xro POST I I COV. PORCH I r I I I I I 5068 s.G.D. I OPT® COV. PATIO SEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "S"" 9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D .1 m N 401-011 12'-211 v 1, 13'-8" / 11'-0" \ -l'-8" 4'-4" PATIO 2a" OVER— HANG a SGD 25 -SH EGRESS HB., 25-5H EGRESS 25-5H EGRESS 3 4 BDRM. 3 OWNERS SUITE FAMILY a1_Q11 CLG ROOM CLG. all a'-SGS"3'-2" 1'-10" 21_�II 31_�II 31_Q11 51_111 31II 1_111 31_QII J CiJ CCJJ N 4-o i_o B.F. U ---1R-1SH--- qll I � oo BATH 2 �, V NC 4CC. 'L'V jpA LAV. ~� LAV. Id) oO 0 • (X ■ Wc.(0 _ 01 BATH -a - a' -a" CLG.�Xro `b cv \\ I' -a" t v3'-10" 3'-�" s�ti r IR- l �l-4 1 � /P 01 Lu 0 in4'-011 `^ 11_Q11 BDRM. 2 I z KITCHEN &'-a' CLG. C7 8' - 8" CLG. 1 5 411 411 8' all CLG. `n 1 - = O I- � w ^ - N� o«� uu, 8'=0" 4'=ro I , 11 loW_I �� a LL—JG D ti 4-0 _ � I al SN• _ ii%1 iR=1sH— 10 I CLG. �►_ LIVING ROOM/ L — — _J - BRKFST _ DINING ROOM/ Q \ WH I I �.� a1 -SII CLG - M.T. OPT. BEDRROOM #4 p l �, 8 4'-0" L� —� SG IH5-SH 8'=011 / I-811 4'-0" ri r F 22 "x54" 211 STEEL35-SH W/ _1 PIPE L ATCSSJ Rn1 I 'ARO ARCH TOP m I cIJ GARAGE S'-8" CLG. ,( 3'-10" 31 aI_211 9'=411 121=011 la' -a" 21'-411 go -J, U 7011 11 51) It] KX(Iolffflllj�l 110"IL V -a" BEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "B" on EXTERIOR MA5ONRY WALL 15RG. HEIGHTS 8'-8" BR Z. 9'-4" BRG MODEL SPECIFICATIONS 1 * GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED * WINDOW SILLS TO BE OPTIONAL * MASTER AND SECONDARY BATH TO RECEIVE aro" MIRROR * VANITY MIRRORS TO BE RAISED OFF 5ACK6PLASH * ALL DOORS ARE &'-a" HIGH UNLESS NOTED OTHERWISE. * ALL TUF FIXTURES TO FE WALL MOUNTED r t SQ. FT. CALC.'S LIVING ENTRY ELEV. "A" ENTRY ELEV. "C" GARAGE 4 111511 4 "D" 1542 14 42 392 SQ. FT. 5a. FT. SQ. FT. 5Q. FT. 00 0. TOTAL ELEV. "A" TOTAL ELEV. "C" 4 111511 e "D" 1948 1910 SQ. FT. SQ. FT. BATH PATIO OPT. COV. PATIO 35 80 SQ. FT. SQ. FT. ( 141-011 4x4 ---- 4x4 POST POST COVERED PATIO 14'-0"X12'-0" a' -s" CLG. III o C OVIE1RED PATIO ®*a'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" *9'-4" FEARING HEIGHT THROUGH OUT ELEVATION "C' 4 "D" � l II I I ui i X1� KFST _ _ ® LIVING ROOM/ BR BR cL T _ DINING ROOM/ all 0 M.T. OPT. BEDRROOM #4 4'-0" 1H5 -SH 1 10113' Q 35 -SH W/ m ARCH TOP ELEVATION "C" & "D" 9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D" (1 J1rLAV. 00 0. BATH a' -a" CLG. Q LAV_ U G o° ti W.I.C. -' 411 O CLG. WG. 1R -ISN -J L[ OPT® OWNER'S LATH ARCH ITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVHDIV. & LOT: TUSCKA PLACE _i S'=8" BRC-;. HGT. I I 0'-a" BRG. HGT. 0'-0" FIN. FLR. 11_�II 21-4II 1 3 I G H T TEXTURED FINISH INN011111 lli:�i OFF RIDGE VENT LEFT TEXTURED FINISH OFF RIDGE VENT IRMO ff\.,lUV 12 � �5 IP�2 �( II li_lo'-0" FIN. FLR. lmmmwe'�mo'm 1-9'u ®'-O" PIN. FLR. a. -a" BRG. NGT. I 4Lm'-0" FIN. FLR. 1-�FT SIM. (��C C1V. PORCH A R C H IT EC T 1441 N. RONALD REAGAN B LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.con AA #: 0003325 SUHDIV. 8e LOT: TUSCKA PLACE LOT T � 49 MOVEL: N . 1542" GA3RAGE SWING: LEFT, PAVE: ELEVATION >> B >> LEFT & DIGHT ARCHITECT: STATE OF FLORIDA //NO12079 JAMLL A DATE: 09/04/09 SCALE: 1 /4" = l' — 0" SHEET 4 OF 1l'-1" BUILDING HGT. V -S" BRG. HGT. (o" SCORED 5AND (TYF.) m' -m" FIN. FLR. V -S" BRG. HGT. L—li V -m" FIN. FLR. — — L11 -T FRO -11 ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 5 REAR ELEVATION TEXTURE[) FIN15�4 2 3 " 4D Mrf=.) OL 51-5" 5RG. NGT. ®'-m" FIN. FLR. &" SCORED 5,4ND rmm KEYSTONE DETAIL OP's. COV. PORCH acov. PORCH A R C H IT E C TS 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCKA PLACE LOT7T' 49 MODEL, - 15 4 2') ODEL:1542" GARAGE S WING: LEFT PAGE: ]ELEVATION )) B)) FRONT & REALS ARCHITECT: STATE OF FLORIDA `RA, JAMES CANTWELL L AF( NO 12079 / DATE: 09/04/09 SCALE: 1/4"=1'-0" =' SHEET 31,E-)) O it a:. I HEADER SPAN CHART UFD TO CONNECTOR SCHEDULE S INCL SIMPSON DES. UPLIFT GRAVITY FASTNER >-- META -16 1450 (1) 10d x 1 1/2 1 -PLY/ (6) 16ci 2 -PLY Z (2) META -16 1985 (10) 10d x 1 1/2 I -PLY p 1900 (14) 16d 2 -PLY N a HETA-16 1810 (9) 10d x 1 1/2 ]-FLY/ (8) 166 2 -PLY DBL 2 DBL 2 DBL 2 D5L 2 HETA-20 1810 (9) 10d x 1 1/2 I -PLY/ (a) 166 2 -PLY 2 (2) HETA-20 2035 (10) 10d,x 1 1/2 I -PLY 2500 (12)16'.d 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), (I6) 1001 TO WOOD HGT-3 + 10530 (2) 3/4' A_T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD LTAI 1420 (12) 10d x 1-1/2' VGT 4940 (l) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN_ 12' EMBED), (16) SDS 1/4' X 3' TO WOOD (2) WT (2-FLY/3-PLY) 1185/8890 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12EMBED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) 1001 x 1 1/2 HT5-16 1150 (16) 10d x 11/2 HTS -20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 925 (10) 1001 L5TA-18 ++ 1235 (14) 106 V) MSTA-IS ++ 1315 (14) 106 n MSTA-24 ++ 1640 (18) loci M MSTA-36 ++ 2050 (26) 10d V) MVI -36 3800 (36) 10d x 1 1/2 MSTI-48 5065 (48) 10d x 1 1/2 H6 950 (a) Sd TO PLATES, (8) 8d TO STUDS 5114 885 (6) 10d x 1 1/2' TO STUDS A33 150 (4) 10d TO BEAM, (4) 10d TO POST. HGP2 645 (6) 10d x 1-1/2' H10 995 Ciro) 8d x 1-1/2 ABU 44 2200 6665 (1) 5/8' A.T.R. 1N HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC. (12) 1(v01 TO WOOD V) ABU 66 2300 12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC., (12)1601 TO WOOD fO LT7`19 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED_) IN GONG, (5 10d TO WOOD = LTT205 +++ 1625 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED.) IN CONC. (2) ' BOLT TO WOOD U Z HTT-16 +++ 3955 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC, (18)16d X 2 1/2 TO WOOD Q HTT-22 +++ 4165 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC, (32216d TO WOOD HHDQII-SDS 25+ 11,445 (11) 1''EA.7.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBEDd IN CONC., (24,19DS 4' x ' WOOD HD7 6480 (1) 7/8'AS. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (3)Y' STUD BOLTS TO WOOD MBHA 356/1125 3475 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN Cf -W. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (18)104 TO BEAM V) Ld W HUSC412 (WOOD) 3240 2510 (FLOG (10) 16d TO HEADER, (10) 16d TO WOOD 3140 (ROOF) C7 HUC410 (CMU) 1810 5085 15-1/4'x 2-3/4" TITEN ( 9 PER FLANGE) TO CMU (10) 106 TO WOOD Z Q HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. V) Ld +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5OND5EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' U A.T.R. = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z 5ECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2009', 'HIGH WIND -RESISTANT CONSTRUCTION G-HW05-R', T-ANCHORSPEC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SPAN (ft.) UFD TO 5'-0" TO S INCL STOR�1' APPLICATION SIZE 4'-11 1/2" CLEAR SPAN Dj�2;� 2 [)5 - 2 DY& 2 D6; 2 x 6 x S x 10 x 12 UP TO 5'-4" 5'-4" TO 11-011 -}" 1'-®" TO 1011-011 10'-0" AND OVER TWC STORY APPLICATION DOWN STAIRS SUPPORTING END OF HEADER I 2 ;SIZE NUMBER OF FULL LENGTH 5TUD5 CLEAR SPAN DBL 2 DBL 2 DBL 2 D5L 2 x & x 5 x 10 x 12 UP TO 5'-0" 5'-0" TO 61-411 6'-4" TO 8"-0" S'-0" AND OVER MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SPAN (ft.) UFD TO 5'-0" TO 8'-0" U.N.O. 4'-11 1/2" 1'-11 1/2" AND UP NUMBER OF HEADER 5TUD5 SUPPORTING END OF HEADER I 2 3 NUMBER OF FULL LENGTH 5TUD5 AT EACH END OF HEADER 1 2 3 2 x 12 (#2 5`1'P) 7/16" OSB NAIL (3) 126 6"-S" O.C. YP. 2x12 BM./HDR. FRAI„IING NOTES: 1. HURRICANE STRAPS TO BE r IANUFACTURED B1' 511" IPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRUSS TO MASONRY/CONCfRETE SMALL f5E META -16 * FLOOR JOIST TO 1"IA5ONRY/CONCRETE SHALL BE HETA-fro AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL BE MTS -12 3.TRU55 TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED 5Y TRU55 MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S 51GNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. S. HEADER SPAN CHART $MINIMUM WALL 4 HEADER STUD RECD. ARE STANDARD U.N.O ON FiRAMING PLAN 25" OVER HANG 9 5GD � II II II II � � 1 �� SII II II II I I r I I II II -' d 4 d Q J5 ` II II II II J J5 II II II II �I �I-- II II II = (2) META -Iro (2) META -16 H -I HC _ H13= _ I II ■ 49 = H19 H 1-i H15 H13 HII C3 H-1 B H55 H4 _ F_ T2A T2A TIA FYI_ II II II II kn T2A TlA — — 2XI T2 _ Tl GE2 ® F 22 "x54" T- HUC-410 - I ATTIC I U/ 8-3/16' x 2' - TIACCE551 TAPCON5 -- _ — = (4 PER EA. Lu FLANGE) Tl T1 Hc3A = T I 2XIO 5M TO &X(o POST I (2) M5TA-24 POST TO SLAB HIA _ I ABU -66 J II II II II J5— GE3 2x10 5M J3 J3 = T3 m LnI I r r r m= =1 m T3 _q 0 T3 TSA TRUSS FRAMING PLAN VS HUC410< V4 yti� HUG410 UJ/S-3/f6'X2' _Ap" LU/S-3/f6"X2" (TAPCONS (4 TAPGONS (4 PER FLANGE) PER FLANGE) @ COV® P u," R C H SOUTHERN TRU55 03/20/09 ARCH ITECTS Design GroupInc- 1 nc. 1441 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUS C KA PLACE LOT ,= 49 MODEL: "1542" GARAGE SWING: LEFT PAGE: FRAMING PLAN E LE VATI O N " B" ARCHITECT STATE OF FLORIDA T©�� DAMCANTWELL AE NO 1207L::00) DATE: 09/04/09 SCALE: 1/4"=1'-0" SHEET O� 5 B ELECTRICAL LEGEND 5YM50L DEFINITION NOTES ® IIOV OUTLET 150A, MAIN LUG, 120/240V, 1 PHASE, 3W LOAD INFORMATION V2 OUTLET GB 5 11OY OUTLET WIRED TO LAUNDRY/ WASHER 20/1 SWITCH 12 1500 REFRIGERATOR EQUIPPED WITH 20/1 8GFI 110V OUTLET GROUND FAULT DISHWASHER 20/1 INTERRUPTER 12 220V OUTLET 4 WIRE GONNEGT I ON 20/1 4 WP EXTERIOR GROUND FAULT GFI WATERPROOF INTERRUPTER 12 OUTLET DRYER SWITCH 6:8 10 SWITCH 3 -WAY OPER. IDQ SWITCH 4 -WAY OPER n 1200 WATER HEATER / MOUNTED MOUNTED 10:12 � L IGHT SMALL APPLIANCES CIRCUITS CEILING LIGHT 11,13 12 VAPOR 1538 SQ_ FT. LIGHTNING/ iRECEPT `O P GOOF 14 THRU 22 VP HT A/C AIR HANDLER 1 RECESSED 6 CAN A/C CONDENSER 40/2 1 CFM PER 10 VENT. FAN SQ. FT. TOTAL CONNECTED VA VENT. FAN 1 CFM PER SERVICE LOAD SUMMARY W/LIGHT SQ. FT. 2' LIGHT STRIP 4' LIGHT STRIP 10000 10,00 4,060 5,525 IST 10,000 100.7 REMAINDER PER NEC -220-30 (5) 40% 4' FLUORESCENT 2-13UL15 WRAP LIGHT AROUND VA 29,59 AMPS 123 2' FLUORESCENT - - - - 4' FLUORESCENT 4' TRACK LIGHT Q PANEL g METER SMOKE BATT. BACK-UP OS.D. DETECTOR W1 NTER- E WALL BATT. BACK-UP MOUNTED W/ HARDWIRE S D. SMOKE INTER - DETECTOR CONNECTED tQN !77;M-07— MONOXIDE/ BATT. BACK-UP W/ HARDWIRE S/CO SMOKE DETECTOR INTER- CONNECTED PENDANT L IGHT TELEPHONE ® JACK WATER HEAT. WH D 15CONNECT AIR COND. A/C DISCONNECT Tv. TELEVISION JACK CEILING Box REQUIRED TO BE SUPPORTED J o J -BOX IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEI LING: FANLIGHT CEILING BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER • PUSH- FOR PB. BUTTON CHIMES NOTE. : * LOCATION OF TV JACKS PHONE OUTLETS 4 FANS TO 5E VERIFIED HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN HABITABLE ROOMS TO 5E ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI a ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL * 5ATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2001,RES[DENT IAL CODE TABLE M15063) BDRM. 3 PRE -WIRED � CLG FAN \ I S.D. —\ x/ O \'/v s D. O PATIO IN FAMILY ROOM CLG FAN / \ SUITE CLG FAN J/ i _ /47 AFI I KITCHEN IGF1 j E W.I.C. PRG FIAND I I U -------J BDRM. 2 � II -� ICzFI t� LC I w FOYER F �-1 �\ j (LIVING ROOM/ -� \ I I DINING ROOM - LAUN . FE] /CON \� WH ppll BRKFST \ \ PRE -WIRED l D/ A/C L - WP \ CLG FAN GFI6 PANEL P.5. FOR 42 "A.F.F/ P.5. FOR CH IMES / 2" STEEL GARAGE / METER PIPE / r DOOR / FIELD 5OLLARD VERIFY LOC. ; WALL MOUNTED— \ LIGHT W/SWITCH IN / ATTIC / KEYLESS / F I XTURE / CLG. OUTLET i I ® GARAGE ( - 1 / / S - - - - - - - - - - - - - - - s/CO OPT.-- - , - OPT. CARRIAGE ' - - - - - - - - - - CARRIAGE \ LIGHT 4 LIGHT 4 PRE -WIRED SWITCH SWITCH LG FAN llu ELEC"'TRICAL PLAN BDRM. 4 NOTE: ALL 5RANCH CIRCUITS IN THE 5EDROOMS ARE TO 5E PROTECTED EY AN ARG -FAULT INTERRUPTER L15TED TO PROVIDE IL=O:F- PROTECTION OF ENTIRE BRANCH CIRCUIT \ l SPT® B ED"' R 0 0M #'d T / 1 1/2 / �1 1/2' / 2 ° V.T.R. �-- - 5HWR 11 �1 1/2 ° r2 �� MAIN FIN IM I ill 1 11 � I lwk� 11! "IL, ill im 011 -_2 PANEL= UNIT 1,542 150A, MAIN LUG, 120/240V, 1 PHASE, 3W LOAD INFORMATION GB CKT. WIRE VA LAUNDRY/ WASHER 20/1 1 12 1500 REFRIGERATOR 20/1 2 12 1200 DISHWASHER 20/1 3 12 1200 11500 DISPOSAL 20/1 4 12 500 MICROWAVE/ HOOD 20/1 5 12 DRYER 30/2 6:8 10 500 RANGE 60/2 7;3 6 1200 WATER HEATER 30/2 10:12 10 4500 SMALL APPLIANCES CIRCUITS 20/1 11,13 12 300 1538 SQ_ FT. LIGHTNING/ iRECEPT 3 WATTS 20/1 14 THRU 22 12 4614 A/C AIR HANDLER 50/223:25 6 8500 A/C CONDENSER 40/2 24:26 10 4060 TOTAL CONNECTED VA 41,514 SERVICE LOAD SUMMARY DEMAND VA LESS /C LOAD —35,014 10000 10,00 4,060 5,525 IST 10,000 100.7 REMAINDER PER NEC -220-30 (5) 40% H AT ffui-Ip COMESESSOIS 1005"7 HEAT PUMP SUPPLEMENTAL ELEC NEAT (059.1 TOTAL LOAD VOLT 240 VA 29,59 AMPS 123 NOTE: ALL 5REAKER5 SERVING BEDROOM RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. (2) # 4/0 XHHW ALUMINUM CONDUCTORS (1) 2/0 XHHW ALUMINUM NEUTRAL. (1) 4 XHHW ALUMINUM EQUIP.GRD KF POWER COMPANY NEMA 3R COM50 0 PEDESTALDISCONNECT 150 AMP 0. AND 120/240 VOLT C;FI BATH M METER CAN 42 CIRCUITS MLO Q & of I� oT ERs E3'1' arl�P. 7O t W.I.C. #4 GND WIRE WITH - J 5/0" X 8 FT.APPROVED GROUND ROD S FT. GROUNDING RODS S FT. APART ®PT • OWNEFCS.BATH 7E 7::E ELECTFfCAL Rf� NOTE-. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. A R C H I T E C T S 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCKA PLACE ]LOT � 49 MODIWL: 1542" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA (_4 CANTWELL NO 12079 DATE: 09/04/09 SCALE: 1/4"=1'-0" SHEET Or !U 05 REBAR VERTICALLY W/ CONC. FOUR CELL R-42 INSULATION z TEXTURED FINISH Q= = 8' CMU s, r 1/2' GYP. WL. BD. WOOD BASE O Z I d ° A 4' CONC., REINF. W/ 6'x6' •10 WU-I OR FI5EWE5H ON 6 -MIL POLY ' • ETHYLENE VAPOR BARRIER ON 4 WELL-COMPACTED CLEAN TERMITE TREATED FILL z� F O p[4'[25'[4 -U(2) 05 REBAR ON CHAIRS 1 -STORY FOOTING 1 W BLOCK WALL SCALE: 1/2"=I' -V' CLEAN TERMITE TREATED FILL 4' CONC., REINF. W/ 6'x6' LU+10/I0 WWM OR FIBERMESH ON 4' 6 -MIL POLY ETHYLENE VAPOR O BARRIER ON WELL -COMPACTED (1) 05 REBAR ON CHAIRS � THICKEN EDGE SCALE: in'=1'-0' N m ° d 4' GONG, RE INF. W/ 6'x6' no W.IM OR FIBER'TESH ON 6 -MIL POLY M44' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP-UP 5 NON- BEARING SCALE: 112' = I'-0' GRADE d a 4' CONC, RE INF. W/ 6'x6' 010 WAM OR rIBER"1ESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON > WELL -COMPACTED CLEAN TERMITE 4" TREATED FILL 2'-0" 4' , 05 REBAR ON CHAIRS � CONCRETE mPAD POURED LINTEL CONT. (TYP.) PRE -CAST I OR SIDES: 2X6 GARAGE DOOR BUCK W/ (3) J4'XB' J -BOLTS 1' EMBEDMENT MIN. W/ 2'X2'Xye 8' CMU FILLED WASHER AND NUT SPACED EVENLY FRCM CELL (TYP.) FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK m CENTER OF DOOR HEADER W/(l) h'X8' J -BOLTS 6' EMBEDMENT W/ 2'X2'A' WASHER AND NUT 15 GARAGE DOOR INFO SCALE: In'=1'-0' (U 05 REBAR SET IN SIMP5ON HIGH STRENGTH EPDXY 1' EMBED. MIN. '- 4' CONC, REINF. W/ 6'x6' 010 WUM OR a FI5ERME5H ON 6 -MIL POLY a J°� ETHYLENE VAPOR BARRIER ON WELL -COMPACTED GLEAN ITERMITF TREATED FILL TYP. RETROFIT FOR A OMITTED DOWELS SCALE: In'. I'-0' SECURE BT. PLATE TO BLK W/ J' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY -I' EMBED. MIN. +0 32' OC MAX. b' 6' 110 WllM O 4' CONIC, REIN. W/ x R FIBEWESH ON 6 -MIL POLY z ETHYLENE VAPOR BARRIER ON F> WELL -COMPACTED CLEAN TERMITE O TREATED FILL 1'-4' (2)'°S REBAR ON CHAIRS 1 -STORY FOOTING 2 AT L.B.W. W UPLIFT scALE: In' • r-sa' 8TUPS 16' O.C. MAX 5 1/2' A HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET IN U SIMPSON HIGH STRENGTH EPDXY 1' Q EMBED. MIN. ® 32' OC MAX. / 4' GONC., REINF. W/ 6'x6' 010 WWM OR I FIBER`IESH ON 6 -MIL POLY w ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE 14' 8' 4' 4' TREATED FILL ' 4 (2) S REBAR ON CHAIRS GARAGE STEP-UP 6 1-S 50RY -L®B. W. 6 RECESS FOR 5 .Cs.D. TRACK N FINISH FLOOR 4 towSLAB AT S. G. D. SCALE: POURED LINTEL CONT. (TY"..) °�.; S' CMU FILLED CELL (TYP.) 2X WALL FRAMING (3$4'X8' ANCHOR BOLTS or (3A'XS' J -BOLTS MIN. 1' EMBEDMENT W/ 2'X2'XI/8' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS SECURE BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. im 32' OC MAX. 4' CONC, RE INF. W/ 6"xb' 010 WWM OR FIBER"IESH ON 6 -MIL POLY } ETHYLENE VAPOR BARRIER ON p WELL -COMPACTED GLEAN TERMITE U TREATED FILL 4 I 0 4 (3)'5 REBAR ON CHAIRS 2 -STORY FOOTING � &L T ��P= W. - 5CALE'-P�° SEGURE BT. PLATE 'To SLAB UU loci CUT NAILS/ MASONRY NAIL le 32' O.C. MAX 8 GAS LINE THRU BLOCK _ 4' CONG, RE INF. W/ 6'x6''10 WU.IM OR 4 < EXT. /INT. FRAME WALL TO VARIES WITH SLOPE (3) 05 REBAR ON CHAIRS FIBER`1ESH ON 6 -MIL POLY Z a SECURE BT. PLATE TO SLAB W/ 4 ETHYLENE VAPOR BARRIER ON E > POR CE �R ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' WELL -COMPACTED CLEAN TERMITE O EMBED. MIN. to 32' OC MAX I TREATED FILL 0'-0' FIN. FLR 1/2' GYP. WL. BD. TIE VERTICAL REBAR I,_4" f2J 05 REBAR ON GHAIR6 CLEANOUT REQUIRED 1 -STORY FOOTING AT L.B.W. W NO -UPLIFT 2BSCALE: z _ = - ETHYLENE VAPOR BARRIER ON � E 5 1/1' w HEAD OF GARAGE GAS LINE THRU BLOCK (2)05 REBAR ON CHAIRS 2 -STORY 4 < EXT. /INT. FRAME WALL TO VARIES WITH SLOPE (3) 05 REBAR ON CHAIRS ' BLOCK WALL CONNECTION a SECURE BT. PLATE TO SLAB W/ 4 1� SCALE: I/2'.1'-0' POR CE �R ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EXTENDED SLAG 1112,-\ CURB HEIGHT VARIES R-42 INSULATION EMBED. MIN. to 32' OC MAX 1/2' RECESS FOR SERVICE DR 0'-0' FIN. FLR 1/2' GYP. WL. BD. TIE VERTICAL REBAR z _ WOOD BASE CLEANOUT REQUIRED d < REBAR W/ a' HOOK Q w 4' CONC, RE INF. W1 6'x6" 10 WWII OR 7-1 Q FIBERIIESH ON 6 -MIL POLY q FOR INSPECTION ° �o z _ = - ETHYLENE VAPOR BARRIER ON � E C WELL -COMPACTED CLEAN TERMITE d4' 4' CONC, REIN. W/ 6'x6° 010 WWM OR � :t --r CONC., REINF. W/ 6'x6 010 UALM OR z UL z (3) 5 REBAR ® 2-5TORY 4 FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON � °d° 6' PVC CHASE THRU FOOTING - ° d OUTSIDE REBAR TO BE °® ' a FIBER`fESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON L > CONTINUOUS o , , 4 + • _ �e WELL -COMPACTED CLEAN TERMITE > 1 -STORY �4' > WELL -COMPACTED CLEAN TERMITE 0 4' 6' 6' 4' 4 TREATED FILL 2'-I' MIN. LAP TREATED FILL PIPE THROUGH 11-81 (3) "5 REBAR ON CHAIRS > !2) REBAR ON CHAIRS 1 -STORY FOOTING HORIZONTAL/VERTICAL �O u GARAGE STEP-UP W BLOCK WALL D SCALE= 112'.1'-0' SLAB AT GARAGE 6�NCALP TOYB.W.(fPSERVICE 1/2 =1 -m -DOOR RECESS FOR t CzARAGE POOR CONC, RE INF. W/ b"xb' 010 WWM OR ERMESH ON 6 -MIL POLY HYLENE VAPOR BARRIER ON LL -COMPACTED CLEAN TER ITE EATED FILL (U 05 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING ``� CAULK AND SEAL - '`-GAS LINE I J' PVC SLEEVE FOR GAS LINE 0 8' CMU lDRYWALL W'OOP BASE °. d ° 1� NOT USED TEXTURED FINISH R -I1 INSULATION MIN. STUDS 16' O.C. MAX 1/2' GYP. WL. BD. WOOD BASE t SECURE BT. PLATE TO BLK W/ }' ANCHOR BOLT W/ 2' WASHER SET IN U SIMP60N HIGH STRENGTH EPDXY 1' p EMBED. MIN. ® 32' OC MAX. F q�4 4' CONC., REINF. W/ 6 M 'x6' 010 WUOR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL I'-4° (2) "5 REBAR ON CHAIRS 1 -STORY FOOTING 3 W FRAME WALL SCALE: 1/2'=1'-0' (1) 15 REBAR VERTICALLY W/ CONC. POUR CELL z = - 8' CMU 1: u- . Q ua ' CURB HEIGHT VARIES O 4" CONC., REINF. W1 6'x6' 010 WWM OR FIBERMESH ON 6 -MIL POLY ® ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TER`11TE TREATED FILL W 4" 8" 4° (2) 05 REBAR ON CHAIRS O 1'-4' �u 1 -STORY FOOTING S AT GARAGE (1) •5 REBAR VERTICALLY W/ CONC. _ POUR CELL R 42 INSULATION TEXTURED rINISH Q Q - - 8 GMU r if z � - 1/2' GYP. WL. BD. ' WOOD BASE O o� 4' CONC,, RE INF. W/ 6'x6' +10 UU'1 OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL i > (3) 05 REBAR ON CHAIRS O 4' 6" 6" 4" I._8. 2 -STORY FOOTING Wl BLOCK WALL 'CALF: I/2' = I'-®° TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 8' I TOOK GROUTED BOND BEAM VARIES PER ELEV. ° -7 PRIOR TO FILLING. (SLEEVED ANCHOR IN 50LID POUR ACCEPTABLE RETROFIT) GAS LINE THRU BLOCK (2)05 REBAR ON CHAIRS 2 -STORY 4 < EXT. /INT. FRAME WALL TO 11-y ( �A` E°''='`®' (3) 05 REBAR ON CHAIRS ' BLOCK WALL CONNECTION a VERTICALLY W/ GONG. 4 1� SCALE: I/2'.1'-0' POR CE �R FOR INSPECTION z . R-42 INSULATION F o _ - a, CMU 0'-0' FIN. FLR 1/2' GYP. WL. BD. TIE VERTICAL REBAR z _ WOOD BASE CLEANOUT REQUIRED d < REBAR W/ a' HOOK Q w 4' CONC, RE INF. W1 6'x6" 10 WWII OR 7-1 Q FIBERIIESH ON 6 -MIL POLY q FOR INSPECTION ° �o z _ = - ETHYLENE VAPOR BARRIER ON � E C WELL -COMPACTED CLEAN TERMITE TREATED FILL :t --r 0'-0' FIN. FLR (2) M5 REBAR I -STORY z (3) 5 REBAR ® 2-5TORY 4 05 (i) VERT. DOWEL B LAPPED W/ OND BEAM � °d° 6' PVC CHASE THRU FOOTING ° d ° TIE VERTICAL REBAR °. 'a °. TO HORIZATIONAL °. ° d OUTSIDE REBAR TO BE - (1) 05 REBAR AT CORNERS ° a a REBAR W/ 8' HOOK d CONTINUOUS o , , W/ 25' LAP MIN. 4 + • _ �e > 1 -STORY �4' > 4' 8' (2) 05 REBAR ON CHAIRS c� S 1 4, 2 -STORY (3) 05 REBAR ON CHAIRS 2'-I' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING BSCALE: AT LINTEL CORNERS W BLOCK WALL D SCALE= 112'.1'-0' REINFORCING E SCALE: 1n'•I'-0' ALL F_'O 0 TE]E?S ArU FINIS I -I SLAB'S TO BE MIN. 12 BELO W UNIDIS TUI?,BEID S 0 1L TEXTURED FINISH R -II INSULATION MIN. STUDS 16' O.G. MAX 1/1' GYP. WL. BD. WOOD BASE z Q SECURE BT. PLATE TO BLK W/ ANC-44OR BOLT W/ 2' WASHER SET IN 0 SIMPSON HIGH STRENGTH EPDXY l' p EMBED. MIN_ a 32' OC MAX. _ 4 4' GONG, REINF. W/ 6'x6' +10 W'WM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON '° a • ° • WELL -COMPACTED CLEAN TER'11TE CREATED FILL (3) 05 REBAR ON CHAIRS 0 4' 6 ° 6",4", 2 -STORY FOOTING (3A W FRAME WALL SCALE: 1 (l) "5 REBAR VERTICALLY W/ CONIC. POUR CELL 8' CMU X - CURB HEIGHT VARIES iCL - - ui 4' GONG, REINF, W/ 6'x6' "10 W LM Of FIBERMESH ON 6 -MIL POLY E - ETHYLENE VAPOR BARRIER ON ip -- WELL -COMPACTED CLEAN TERMITE _ I _ TREATED FILL 011 _ (3) 05 REBAR ON CHAIRS l� a 4" 6" 6" 4" 0 2 -STORY FOOTING (8 A ATGARAGE (14 NOT USED GROUTED BOND SEAM z VARIES PER ELEV. TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 8' HOOK VARIES PER ELEV. ° GROUTED BOND BEAM da a 4 CLEANOUT REQUIRED 4 - FOR INSPECTION z . F o 0'-0' FIN. FLR as TIE VERTICAL REBAR TO HORIZATICNAL d < REBAR W/ a' HOOK ° �o HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE SCALE: 1/2' . I'-0' ARCH ITECTS U N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCKA PLACE LOT # 49 MODEL: "1542" GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS mommo ARCHITECT: )TATE OF FLORIDA JAMS CANTWELL A O 12079 DATE: 09/04/09 SCALL: 1/4"=V-0" SKEET OF PANEL ANCHOR SEALANT SEALANT 3/0" -EXPANSION STRIP— FREE OF MORTAR PANEL ANCHOR _ 1/4" EXP. BOLT G TWO PER ANCHOR WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURP05E5 ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND Mq MIN, PANEL ANCHOR STYLE CONSTRUCTION SECURE 2x6 MIN. TO BLK W1 (2) )�' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 6' EMBED. ❑:I T ® f D SECURE 2x4 ON J,--� FLAT TO BLK W/ CUT NAILS. OO SIDES: 2X6 GARAGE DOOR BUCK W/ (3) — �'XV J -BOLTS 7' EMBEDMENT MIN. W/ VXVAs WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK m CENTER OF DOOR HEADER W/(I)1�'XS' J -BOLTS 6' EMBEDMENT W/ 2'X2"XYa' WASHER AND NUT GARAGE DOOR r BUCK ATTACHMENT 8 NOT USED IE FBI L INTEL PLATE — 3/0" EXPANSION STRIP FREE OF MORTAR INTEL 0- 1/ EALANT TO BE MIN. 2" DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR LASS i3LOCK NOTE: THIS DIMENSION IS DETERMINED 3Y THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING tv EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2) 1-1/4' 8-4 HEX WASHER HEAD WITH ANTI - CORRO51 VE 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 �O 1-3/4" X 20 GAUGE X 24" LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END W/(2)12d%vEA. UPRIGHT 2x4 SECURED TO GABLE ENG W/(2)12d O.G. L-30 o GABLE BLOCKING TRUSS I 2x4 BLOCKING tv EA. RAFTER L-30 EA. RAFTER H2.5 EA. RAFTER 2x4 RAFTER 24' O.C. 2x4 FRAMING (TYP) 4 FRAMED OVERHANG N.T.S. 2X4 DBL TOP PLATE 2x4 METAL STUD 24" O.C. 1/2" DRY WALL 2X4 16' O.C. MAX 2X4 PT. BT. PLATE 1/2' A.B W/ MIN. l' EMBEDMENT 2' DIA. WASHER sem: 32' O.C. MAX 05 REBAR CONT. WOOD FRAME TO BLK. SCALE : 1/2"=1' -0' SPARK ARREST PER MANUFACTURER IX2 PT. TOP OF BOX DBL. TOP PLATE — 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON O.S.B. SHEATHING OR �, CDX PLYWOOD PRE. ENG. TRUSS gj�L—A N A EWSCALE: 11'-0" SIMPSON H-5 (MIN.) LENGTH 2X4 TO TRUSS PRE. ENG. TRUSS SP4 OR H-5 TOP PLATE TO STUDS '-0' ABY. 10'-0' LEVEL TO ROOF )R 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0' 2A SIMPSON H-5 (MIN.) m 2X4 TO TRUSS 1 CHIMNEY DETAILS PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS -w 16' O.C. MAX SIMPSON LSTA-12 m EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS 6 16" O -C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN 2" OF WNPOW/ DOOR OPENING AND 6ECURE PER NAILING SCHEDULE KING STUDS (SLIE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY ,o A TIME. USE 126 NAILS, TWO WITHIN 6" FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED 8104 OR H5 a TOP AND BOTTOM PLATES 6 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 FI I IMG TYP. EXTERIOR WINDOW/ i"5DOOR OPENING WD FRAMED NAIL-INQ SCHEIDUL-E= ROOF DIAPHRAGM USE 1/16' O.SB. OR 1/2" CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS a 4' O.C. EXTERIOR SHEATHING USE 1116'0.5-15. OR 1/2" PLY WITH #8 RING SHANK GUN NAILS AT 6' O.C. AT PANEL SIDES AND 418 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 08 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 �'.EO f i�Ei IENT5 51ZE HEAD LENGTH DIA. TENSILE ST Sd ROUNDMODIFIED I -I/a' .113 110,000 ROUGH OPENING ROUzZ UP TO 8'-O' OR T w —F 10d ROUND,NIODIFIED 2 1/8' .128 110,000 0 OR T N�'*0 TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL 4 TOOL ASSOCIATION 1. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2. RING DIAMETER OF 0012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5.2 INCH NAIL LENGTH fROOF 5�4EATHINCS L,4�OUT AND ENDWALL 5RACING FOR C:T,45LE END ER:At-IING r 91 of a� z z p VIII LPRECAST -L a Lj ROUGH OPENING ROUzZ UP TO 8'-O' ZQ 0 w w —F 0 71 ' W Til 0� 0 q N�'*0 zv iv PRECAST 51LL ZWI e r 91 of a� z z p VIII z . . . . . . . . . . . a ZQ 0 w w SECURE 2x To BLOCK W/ (2) &' TAPCON5 OR DRIVE PIN (MIN SHANK SIZE _145) (MIN EMBED. 1 J") WITHIN V OF EACH a END AND 18" O.C. MAX n SPACING. m 01 LL SHEATHING OR' ' Cr -)x PLYWOOD 2x4 BLOCKS --CMU WALL ARCH WINDOW FRAME A SECTION SCALE: v2'=r-m' NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT e OPENINGS "8 RING SHANK GUN NAILS m 4'0.C. TOP 4 BOTTOM EDGES 91 of a� z z p TYP. EXT. SHEATHING ATTACHMENT FOR ROOF z . . . . . . . . . . . a ZQ 0 w w �0 0 q zv iv ZWI e PRE - ENG IP TRUSS MTS -12 2x4 BTM. PLAtE MTS - 32' C PRE TRUSS �J 2X4 DBL. TOP PLATE 2x4 STUD 16' O.C. -1/16' 05.5. 1/2' A.B. W/ MIN. I" EMBEDMENT LOCATE 6"-8" FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 S' CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 1/2' = I' -0" 2X4X4' SECURE_ TO TRUSS W/ 3-126 6"-8" O -C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d - SECURE TO BILK W/ META-ICo 2'-0" EXT_ SCALE: 1/2"=V-0' 8 RING SHANK GUN NAILS 6" O.C. IN FIELD 08 V DECK SCREWS -a O.C. MAX to EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING D. TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS SERVICE D PRE -ENG. TRUSS J DBL. 2X TOP PLATE vx 2X BLOCKING m =N TOP OF 2X STUDS 16" O.C. MAX. z 2X BTM. PLATE a :3/4' FLOOR DECKING i PRE- ENGINEERED e FLOOR TRUSS 2x4 g TOP 4 BOTTOM CONT. HETA-16 BLK. WALL O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK. TO O.S.B. O HORIZONTAL 2X 5-F.F. STRUCTURAL BLOCKING AT PERIMETER OF 0.5_5. TO PROVIDE CONT. NAIL PATTEN O REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING s TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW �5 IN,15TALL ALL SHEETS W/FACE GRAIN PARALLEL TGA STUDS (11 EXT. WALL SHEATHING SCALE: 1/2'=I' -O' D ARCHITECTS LINALD REAGAN BLVD. OOD, FL 32750 7-774-6078 07-774-4078 esigngroup.com : 0003325 SLT3E3DIV. & LOT: TU;3CKA PLACE LO rl' # 4 9 MODEL.: 1542" GA3RAG E SWING; LEFT PAGE: misc. DETAILS ARCHITECT: STATE OF FLORIDA 0 JAM CANTWELL NO 12079 ammummommo DATE: 09/04/09 SCALE: 1/4lj=lf-0j) SHEET OF 10 z p TYP. EXT. SHEATHING ATTACHMENT FOR ROOF z a SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) w �0 0 08 V DECK SCREWS -a O.C. MAX to EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING D. TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS SERVICE D PRE -ENG. TRUSS J DBL. 2X TOP PLATE vx 2X BLOCKING m =N TOP OF 2X STUDS 16" O.C. MAX. z 2X BTM. PLATE a :3/4' FLOOR DECKING i PRE- ENGINEERED e FLOOR TRUSS 2x4 g TOP 4 BOTTOM CONT. HETA-16 BLK. WALL O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK. TO O.S.B. O HORIZONTAL 2X 5-F.F. STRUCTURAL BLOCKING AT PERIMETER OF 0.5_5. TO PROVIDE CONT. NAIL PATTEN O REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING s TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW �5 IN,15TALL ALL SHEETS W/FACE GRAIN PARALLEL TGA STUDS (11 EXT. WALL SHEATHING SCALE: 1/2'=I' -O' D ARCHITECTS LINALD REAGAN BLVD. OOD, FL 32750 7-774-6078 07-774-4078 esigngroup.com : 0003325 SLT3E3DIV. & LOT: TU;3CKA PLACE LO rl' # 4 9 MODEL.: 1542" GA3RAG E SWING; LEFT PAGE: misc. DETAILS ARCHITECT: STATE OF FLORIDA 0 JAM CANTWELL NO 12079 ammummommo DATE: 09/04/09 SCALE: 1/4lj=lf-0j) SHEET OF 10 a �0 0 ZWI 08 V DECK SCREWS -a O.C. MAX to EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING D. TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS SERVICE D PRE -ENG. TRUSS J DBL. 2X TOP PLATE vx 2X BLOCKING m =N TOP OF 2X STUDS 16" O.C. MAX. z 2X BTM. PLATE a :3/4' FLOOR DECKING i PRE- ENGINEERED e FLOOR TRUSS 2x4 g TOP 4 BOTTOM CONT. HETA-16 BLK. WALL O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK. TO O.S.B. O HORIZONTAL 2X 5-F.F. STRUCTURAL BLOCKING AT PERIMETER OF 0.5_5. TO PROVIDE CONT. NAIL PATTEN O REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING s TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW �5 IN,15TALL ALL SHEETS W/FACE GRAIN PARALLEL TGA STUDS (11 EXT. WALL SHEATHING SCALE: 1/2'=I' -O' D ARCHITECTS LINALD REAGAN BLVD. OOD, FL 32750 7-774-6078 07-774-4078 esigngroup.com : 0003325 SLT3E3DIV. & LOT: TU;3CKA PLACE LO rl' # 4 9 MODEL.: 1542" GA3RAG E SWING; LEFT PAGE: misc. DETAILS ARCHITECT: STATE OF FLORIDA 0 JAM CANTWELL NO 12079 ammummommo DATE: 09/04/09 SCALE: 1/4lj=lf-0j) SHEET OF 10 FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN 2x4 BLOCKING BETWEEN OVER # R15 FELT PAPEON FIBERGLASS SHINGLES TRUSSES AT FIRST TWO BAYS -� 1„ TRUSSES AT FIRST TWO BAY5 OVER #15 FELT PAPER ON 4'-0" O.C. CAT SHEATHING 16 O.S.B. SHEATHING OR 2 4'-0" O.C. (AT SHEATHING CDX PLYWOOD SECURED SEAMS) 16 O.S.B. SHEATHING OR 2" SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG GABLE TRUSS PRE -ENG GABLE TRUSS PER NAILING SCHEDULE P -T. Ix2 W/ MTL. DRIP EDGE 2x4 NAILER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2) FIBERGLASS SHINGLES 2x4 SUB -BAND CONT. 2x4 RAT RUN SECURED 12d's Q EACH TRUSS OVER #1� FELT PAPER ON ALUM_ SOFFIT 2x4 SUB -BAND TO BE INSTALLED w MID. POINT OF O.S.B. SHEATHING OR W/ (2) 1201 s EACH TRUSS ALUM. SOFFIT TRUSS SPAN, OR 10 O O.C. MAX. Fb 2° STIFFBACK AT ALL. UPRIGHTS TO BE INSTALLED e MID. - CDX PLYWOOD SECURED OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STfFFBAGK AT ALL SEE ENERGY CODE FORMS PER NAILING SCHEDULE SEALED ENG. FOR SIZE 4 10'-0" O.C. MAX. UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES. CONDITION.) HIGH (SEE SEALED ENG. 8" GYPSUM BOARD oR 2° SEE ENERGY CODE FORMS 1„ SEE ENERGY CODE FORMS FOR SIZE CONDITION.) NIGH STRENGTH CLC. PRE -ENG TRUSS i� O_S_B. SHEATHING OR 2 FOR INSULATION R -VALUES. � O.S.B. SHEATHING OR 2" BOARD FOR INSULATION R -VALUES. CDX PLYWOOD. ATTACHED MTL. DRIP EDGE �" GYPSUM BOARD OR �" CDX PLYWOOD. ATTACHED S" GYPSUM BOARD OR 2" HIGH PER NAILING SCHEDULE ON 2 2x4 NAILER STRENGTH CLG. BOARD SHEET pS HIGH STRENGTH CLC. PER NAILING SCHEDULE ON 2x4 SUB -BAND BOARD SHEET p5 2x4 o 24 O.C. INTERIOR VENTED ALUM. SOFFIT CONC. FILLED LINTEL BLK /8� THICK, 3 GOAT GEMENT GONG. FILLED LINTEL BLK KNEE WALL W/ (1) #5 REBAR CONTINUOUS THICK3 COAT GEMENT PLASTER OVER GRADE W/ (1) #5 REBAR CONTINUOUS /8 , CONC. FILLED LINTEL BLK . PLASTER OVER GRADE EMBED. STRAP VERIFY W/ METAL LATH OVER PRECAST LINTEL "D" FELT PAPER BACK R-4.2 BATT. INSUL. "ID" FELT PAPER BACK W/ (1) #� REBAR CONTINUOUS METAL LATH TRUSS PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAP PRECAST L INTEL APPROVED HOUSE OVER PRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS 2"THICK, 2 COAT CEMENT PER MANUFACTURES PAPER PER MANUFACTURES PAPER PER MANUFACTURES PLASTER APPLIED SPECIFICATIONS WEEP SCREED SPECIFICATIONS WEEP SCREED SPECIFICATIONS DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) PRECAST SILL (1) #5 REBAR VERTICALLY SECURE GAB # LE TO 2x(o P.T. SECURE GABLE TO 2x(o P.T. (1) S REBAR VERTICALLY (1) #5 REBAR VERTICALLY W/ CONC. POUR CELL PLATE W/ 12d's 8" O.C. MAX W/ CONC. POUR CELL PLATE W/ 12ol's 8" O.G. MAX W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO �` Ix2 P.T. FURRING STRIPS SECURE 2x6 PT. PLATE TO 1x2 P.T. FURRING STRIPS 1 1r" O.C. SLK W/ 2"x9" ANCHOR BOLT W/ 1� O_G_ LK W/ 2"x9" ANCHOR BOLT W/ 1� O.G. k 2" WASHER SET IN SIMPSON 2" WASHER SET IN SIMPSON I 8 CMU S CMU 8" CMU HIGH STRENGTH EPDXY 1 a I HIGH STRENGTH EPDXY 1 a 1/2 GYP. WL. BD. EMBED. MIN. e 32" OC MAX. I/2" GYP. WL. BD. EMBED. MIN. e 32" OC MAX_ = 1/2 GYP. WL. BD. WOOD BASE WOOD BASE — WOOD BASE air t R -i�f"TH ICK 2 COAT CEMENT 1 "THICK 2 COAT CEMENT 4 1-ar-N--�1--�F^^--! G I Q 1 d 11 aM aN -M 1 2 I Q for PLASTER APPLIED PLASTER APPLIED a a d .4 d. I d. I DIRECTLY TO MASONRY a a DIRECTLY TO MASONRY a a a � o a a a Q n 1- STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT CLG. BLOCK WALL BLOCK WALL BLOCK WALL SCALE: 3/4`=I'-0` IQ 1 1 ` SCALE: 3/4`=V-0` IB SCALE: 3/4`=I'-0` 2X4: ® 2X4: ® 2X4: CEKI SECURE TO BLOCK W/ 3/(6' SECURE TO BLOCK W/ 3/(6' SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN_ SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN_ HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4") MIN. EM33I=DMENT 1 V4') WITHIN S" OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN S' OF EACH END s IS' O.G. MAX SPACING. 18' O.C. MAX SPACING=. 18' O.C. MAX SPACING=. S' CMU 2X6: ® 2X6: ® 2X6: Y,' DRYWALL SECURE TO BLOCK W/2-3/(6' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-3xb SECURE TO BLOCK W/1-1/4' NOTE: STRUCTURAL C MUST TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH OU OUTSIDE 4 SECURED 1'X4' OR I"X2' P.T. NAILER (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL 7HROUCaH NON-STRUCTURAL —1x4 P.T. OR %'X4' MIN. SECURE 3 (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 3 MIN. HEAD SIZE 300 �6 TAPCON MIN. I -Y4 MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 M EDMENAPCON MIN. I -Y4' THRU FRAME 4 EXTEND 1 -Ya' MIN. EMBEDMENT 1)14') EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1 Y4") 3/(6" TAPCON MIN. I -Y4' MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK INTO BLOCK W/ 3/(&' TAPCONS WITHIN S" OF EACH END 4WITHIN a' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN S' OF EACH END 4 1/1(o" OSB OR 1" CDX OR DRIVE PIN 18' O.C. MAX SPACING. 8' GMU 18' O.G. MAX SPACING. 18' O.C. MAX SPACING. S" CMU Yz' DRYWALL 8" CMU X2' DRYWALL MIN. HEAD SIZE .300 2X8° ® 1"X4' OR 1'X2' P.T. NAILER 2X8` ® )2' DRYWALL 2X8' TYVEK BUILDING WRAP F11 MIN. EMBEDMENT I -Y4' SECURE TO BLOCK W/2-34ro' SECURE TO BLOCK W/2-3,(6' SECURE TO BLOCK W/1-1/4' I'X4' OR I'X2' P.T. NAILER WITHIN 8' OF EACH END 4 18' TAPCON5 OR DRIVE PIN %6' O.S.B. X 4' MIN. TAPCONS OR DRIVE PIN I X4 OR I X2 P.T. NAILER TAPCONS OR DRIVE PIN 3f6' O.S.B. X 4" MIN. f=AI=ER BACK O.C. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING= (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR CASINGS C�ALV'D MTL. LATI®I DOOR CASING DOOR JAMB OR WINDOW „ DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW >< MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Ya J MIN. EMBEDMENT 1 Y4') -1/8" TEXTURED ATTACH DOOR JAMB OR WINDOW 2X PER ATTACH TO 2X PER MANUFACTURES TO 2X PER WITHIN 8 OF EACH END 4 MANUFACTURES DETAILS. WITHIN S OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 ATTACH TO 2X PER FINISH a WOOD MANUFACTURES DETAILS. 1S' O.G. MAX SPACING. la' O.G. MAX SPACING. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. WOOD' WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") CONSTRUCTION DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16 DOOR JAMB TO BLOCK +3 DOOR JAMB TO BLOCK +3-7/16>> ao z &AINDOW����+3/4 OR +5 4 WINDOW TO BLOCK +1-15 16" WINDOW TO BLOCK +3"SCALE: l'=1'-0" 8" CMU 2X4: ® 2X4: ® 2X4: ® 2X4: SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/f6' SECURE TO BLOCK W/ Wb' SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1/2" TEXTURED (MIN. SHANK SIZE _145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 FINISH o MASONRI' MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN_ HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1,V4") NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT 1 Y4') WITHIN S' OF EACH END 4 WITHIN S" OF EACH END 4 WITHIN 8' OF EACH END 4 BE ON OUTSIDE 4 SECURED WITHIN S OF EACH END 4 18' O_C_ MAX SPACING_ 18' O.G. MAX SPACING. 18 O -C. MAX SPACINGS. THROUGH NON-STRUCTURAL 18 O.C. MAX SPACING. 2X6: ® 2X6: ® 2X6: ® 3Xr.�" TAPCON MIN, I -Y4' 2X6: SECURE TO BLOCK W/2 -3/(b' SECURE TO BLOCK W/2-3/16' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -3r{6' EMBEDMENT INTO BLOCK SECURE TO BLOCK W/1-1/4' TAPCONS OR DRIVE PIN TAPGONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST ��% (MIN_ SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE _145 S" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED WEEP P s C 1� E E D MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 W6' TAPCON MIN. I -Y4' MIN. HEAD SIZE 300 Yz' DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN_ EMBEDMENT 1,V4") MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK. MIN_ EMBEDMENT 1 Y4") I'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 1 Y4') 3/16" TAPCON MIN. I -Y4' DETAIL � D WITHIN 8' OF EACH ENP 4 WITHIN 8" of EACH END 4 8' CMU WITHIN 8' of EACH ENP 4 WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK 18' O.C. MAX SPACINGS. ]VO.C. MAX SPACING. l8' O.C. MAX SPACINGS_ 2ND 2X SECURE TO 18' O.G. MAX SPACING. 8' CMU Y2' DRYWALL S" CMU 2X8: ® 2X8: ® 2X8: ® STRUCTURAL MEMBER W/(2)12d )Z' DRYWALL LOCK CONNECTION SECURE TO BLOCK W/2-3� . Y DRYWALL' SECURE TO BLOCK W/2 -%W I"X4' OR I"X2' P.T. NAILER SECURE TO BLOCK W/2-3�(6' WITHIN S' OF EACH END 4 SECURE BLOCK W/1-1/4' , , TAPCONS OR DRIVE PIN 1'X4' OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN 1' P -T. X 4' MIN_ TAPCONS OR DRIVE PIN TO 8' O.G. MAX TAPCONS OR DRIVE PIN I X4 OR 1X2 P.T. NAILER SCALE: 1 1/2"= 1'-0" (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING= (MIN. SHANK SIZE _145 DOOR CASINGS (MIN. SHANK SIZE .145 1' P.T. X 4' MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN_ HEAD SIZE 300 MIN. HEAD SIZE 300 MIN_ EMBEDMENT 1,V4') DOOR JAMB OR WINDOW MIN_ EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW MIN_ EMBEDMENT 1 Y4") DOOR JAMB OR WINDOW MIN. EMBEDMENT 149 POOR CASING ATTACH TO 2X PER ATTACH t0 2X PER ATTACH t0 2X PER DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN S' OF EACH END 4 18' O.C. MAX SPACINGS_ 18' O.C_ MAX SPACING. 18' O.C. MAX SPACING. 18' O.G. MAX SPACINGS. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED,49 NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +1-1/" DOOR JAMB TO BLOCK +2 1/,4" 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 4 0____mm DOW TO BLOCK +3 H WINDOW TO BLOCK +3 3 4 SCALE: I =1 -0 SCALE: 1 =1 -0 SCALE: A R C H I T E C T S Design Grou�rnc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.corri AA #: 0003325 SVBDIV. & LOT: TUSCKA PLACE ]LOT 49 MODEL: "1542" GARAGE SWING: LEFT PAGE: MONOLITHIC 1—STORY WALL SECTIONS & NOTES ARCHITECT STATE OF FLORIDA s�po S CANTWELL I NO 12079 DATE: 09/04/09 SCALE: 1/4"=1'-0" SHEET 1) 3or16 FIBERGLASS SHINGLES FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 2x4 BLOCKING BETWEEN OVER #15 FELT PAPER ON OVER #15 FELT PAPER ON 2x4 BLOCKING BETWEEN #15 FELT PAPER ON 1/1(0" TRUSSES AT FIRST TWO BAYS -1/16" O.S.B. SHEATHING OR '" TRUSSES AT FIRST TWO BAYS O.S.B. SHEATHING OR 2" CDX 4'-0° o.c. CAT SHEATHING 16 O.S.B. SHEATHING OR 2 4'-0" O.C. CAT SHEATHING PLYWOOD SECURED PER SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED CDPER NAILING SCHEDULOD E SEAMS) NAILING SCHEDULE PRE -ENG GABLE TRUSS MTL. DRIP EDGE PRE -ENG TRUSS MTL. DRIP EDGE PRE=ENG GABLE TRUSS CONT_ 2x4 RAT RUN SECURED SEE ENERGY CODE FORMS 2x4 SUB -BAND CONT. 2x4 RAT RUi`! SECURED 2x4 SUB -BAND W/ (2) 126'5 � EACH TRUSS MTL. DRIP EDGE �� W/ (2) 126's EACH -4 TRUSS ALUI„I. SOFFIT SEE ENERGY CODE FORMS 2x4 SUB=BAND FOR INSULATION R -VALUES. ALUM. SOFFIT FOR INSULATION R -VALUES. GYPSUM STIFFBACK AT ALL UPRIGHTS a PSUM BOARD OR 2 STIFFBACK AT ALL 8 GYPSUM BOARD OR 2 VENTED ALUM_ HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" OVER 4'-10" HIGH (SEE HIGH STRENGTH CLG. SOFFIT �'` BOARD HIGH (SEE SEALED ENG. SEALED ENG. FOR SIZE FOR SIZE CONDITION) CONDITION)' BOARD DOUBLE TOP PLATE TWIST STRAP VERIFY W/ 2x4 NAILER SEE ENERGY CODE FORMS SECURE 2x4 PLATE TO WALL TRUSS Pl-A1`1 SECURE 2x4 PLATE TO 2x4 24" O.C. INTERIOR WINDOW HEADER SIZEWALL W/ 3"x&" THRU-BOLTS FOR INSULATION R -VALUES. a"xro" THRU-BOLTS 32" O.C. KNEE WALL VARIES PER WINDOW 8 MAX THEN SECURE GABLE TO 32" O.C. MAX THEN 2x4 PLATE W/ 126'5 8" O.C. MAX DOUBLE TOP PLATE OPENING SEE HEADER 5" GYPSUM BOARD OR I SPAN CHART FOR SECURE GABLE TO 2x4 HIGH STRENGTH CLG. 2 OR 2x(o OR 2x8 STUDS @ 16" O.C. DETAILS WINDOW ATTACHMENT AS PLATE W/ 126'5 8" O.C. MAX SECURE GABLE TO DBL TOP MAX W/ R-11 BATT. INSUL. MIN. 1„ PER MANUFACTURES OR BOARD PLATE W/ SIMPSON HTC4 a 24" WINDOW HEADER SIZE 16 O.S.B. SHEATHING OR 2 SPECIFICATIONS SECURE GABLE TO DBL DOUBLE TOP PLATE O.G. MAX VARIES PER WINDOW CDX PLYWOOD. TOP PLATE W/ SIMPSON OPENING SEE HEADER SPAN ATTACHED PER NAILING WINDOW SILL HTC4 6 24" O.C. MAX CHART FOR DETAILS SCHEDULE ON SHEETD5. 2x STUDS l6" O.C. MAX W/ WINDOOW HEADER SIZE WINDOW ATTACHMENT AS 2x8 0 R 2x8 GABLE WALL R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER FIBERGLASS SHINGLES /8" THICK, 3 COAT GEMENT OPENING SEE HEADER SPAN SPECIFICATIONS OVER #15 FELT PAPER ON 2x4 BLOCKING BETWEEN PLASTER OVER GRADE f; 4 T $ G SUBFLOOR GLUED „ f CHART FOR DETAILS WINDOW SILL -1/16O.S.B. SHEATHING OR TRUSSES AT FIRST TWO BAYS AND NAILED D PER O-S_B. SHEATHING OR - 4 O O.G. CAT SHEATHING "D" FELT PAPER BACK_ 16 2� 2" CDX PLYWOOD �- METAL LATH OVER NAILING SCHEDULE CDX PLYWOOD. 2x STUDS e 16 O.G. MAX W/ SECURED PER NAILING SEAMS) APPROVED HOUSE WRAP ATTACHED PER NAILING R-11 BATT. INSUL. MIN. SCHEDULE OR GRADE "D" FELT PAPER SCHEDULE ON SKEET D5 4" -i $ G SUBFLOOR GLUED PRE -ENG GABLE TRUSS NOTE: SHEATHING MUST /s" THICK, 3 COAT CEMENT AND NAILED AS PER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED NOT BREAK 1'-0" MIN. PLATTER OVER GRADE NAILING SCHEDULE W/ (2) 126'5 e EACH TRUSS D ELT PAPER BACK SEE ENERGY CODE FORMS FROM 2ND FLR LINE METAL LATH OVER 2x4 SUB -BAND 2x4 CONT. e TOP AND PRS =ENG FLOOR TRUSS APPROVED HOUSE WRAP ALUM. SOFFIT FOR INSULATION R -VALUES. (INSTALL PER MFG. SPECS.) BT. OF FLR TRUSS (TOP 5„ i OR GRADE "D" FELT 2x4 SUPPORTS BT -a GYPSUM BOARD OR 2 PAPER STIFFBACK AT ALL UPRIGHTS s" GYPSUM BOARD OR 2" PLATE OF 2ND FOR, BT. HIGH STRENGTH CLG. OVER 4'-10" HIGH (SEE BOARD NOTE: SHEATHING MUST SEALED ENG_ FOR SIZE 4 HIGH STRENGTH CLG. 2x4 IS FOR WALL PSE -ENG FLOOR TRUSS CONDITION) BOARD SHEATHING NAILER) CONI. FILLED LINTEL BLK NOT BREAK 1'-0" MIN (INSTALL PER MFG. SPECS.) FROM 2ND FLR LINE 5i GYPSUM BOARD O SECURE GABLE TO DBL 2x4 NAILER WEEP SCREED W/ (l) #5 REBAR CONTINUOUS AT SIM (SEE DETAIL 2A) R-4.2 BTOATT. INSUL. 2x4 CONT. e TOP AND HIGH STRENGTH CLG. P PLATE W/ SIMPSON 2x4 e 24 O.C. 'a INTERIOR PRECAST LINTEL BT. OF FLR TRUSS (TOP EsOARD HTC4 24" O.C. MAX KNEE WALL EMBED. STRAP VERIFY 2x4 SUPPORTS BT W/ TRUSS PLAN WINDOW ATTACHMENT AS PLATE OF 2ND FLR, BT_F CONC. FILLED LINTEL BLK DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES 2x4 IS FOR WALL W/ (1) #5 REBAR CONTINUOUS WINDOW HEADER SIZE PER MANUFACTURER i � SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL VARIES PER WINDOW SPECIFICATIONS z THICK, 2 COAT CEMENT PRECAST SILL OPENING SEE HEADER SPAN PLASTER APPLIED WEEP SCREED WI -DOW ATTACHMENT AS CHART FOR DETAILS WINDOW SILL DIRECTLY TO MASONRY C1) #5 REBAR VERTICALLY PER MANUFACTURER W/ CONC. POUR CELL (SEE DETAIL 2A) SCfFICATfONS 16 O.S.B. SHEATHING OR 2" 2x STUDS v 16" O.C_ MAX W/ CDX PLYWOOD. 11 BATT. INSUL. MIN. P.T. FURRING STRIPS P'ECAST SILL 1(0 o.C. EMBED. STRAP VERIFY ATTACHED PER NAILING2 STORY W/ TRUSS PLAN (U REBAR VERTICALLY SCHEDULE ON SHEET D5 3 FIRST FLOOR a i 8" GMU W/ GONG_ POUR CELL T 4 G SUBFLOOR GLUED 1/2 GYP. WL. BD. 2"THICK 2 COAT CEMENT I I 1x2 P.T. FUIRRING STRIPS 7 I AND NAILED AS PER BLOCK SECOND WOOD BASE PLASTER APPLIED I l�" O.C. /a THICK, 3 COAT GEMENT NAILING SCHEDULE PLASTER OVER GRADE FLOOR FRAME, DIRECTLY L TO MASONRY I 8 CMU D FELT PAPER BACK SCALE: 3/4"=1'-0" 1/2" GYP. WL. BD. METAL LATH OVER —STORY GABLE APPROVED HOUSE WRAP WOOD BASE OR GRADE "D" FELT a FIRST FLOOR PAPER a BLOCK SECOND ° ((IINSTALL FLOOR LS MRFGT-cs TRUSS NOTE: SHEATHING MUST 1AFLOOR FRAME a NOT BREAK V-0` MIN. 8" GYPSUM BOARD OR 2° SCALE: 3/4"=1'-0" FROM 2ND FLR LINE HIGH STRENGTH CLG. • o • a BOARD 2x4 CONT. a TOP AND BT_ OF FLR TRUSS (TOP 2x4 CONC. FILLED LINTEL BLK 16 O.S.B. SHEATHING OR 2" CDX SUPPORTS BT PLATE OF W/ (1) #5 REBAR CONTINUOUS 2x STUDS fro" O.C. MAX W/ PLYWOOD. ATTACHED PER 2ND FLR, BT. IS FOR WALL R-11 BATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS fro" O.C. MAX W/ i„ SHEATHING NAILER) PRECAST LINTEL �i/lro O.S.B. OR z CDX 3" T 4 G SUBFLOOR GLUED D5 R-11 BATT. INSUL. MIN. WINDOW ATTACHMENT AS AND NAILED AS PER a THICK, 3 COAT CEMENT 4 T G SUBFLOOR GLUED TYVEK BUILDING WRA WEEP SCREED PER MANUFACTURER PLASTER APPLIED TO METAL AND NAILED AS PER PAPER BACK (SEE DETAIL 2A) SPECIFICATIONS NAILING SCHEDULE LATH OVER 2 LAYERS of NAILING SCHEDULE GALv'D MTL• LATH (1) #5 REBAR VERTICALLY GRADE D BUILDING PAPER x 1/8" TEXTURED EMBED. STRAP VERIFY W/ LONG. POUR CELL OR PAPER BACKED LATH FINISH e WOOD W/ TRUSS PLAN PRECAST SILL OVER AN APPROVED HOUSE WOOD WEEP SCREED CONSTRUCTION 2 THICK, 2 COAT CEMENT 1x2 P.T. FURRING STRIPS WRAP PLASTER APPLIED 1�" O.C. 2x4 CONT. TOP AND BT. OF a _ z Q DIRECTLY TO MASONRY 8" CMU ----------------- FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND 1/2 GYP. WL. BD. PRE -ENG FLOOR TRUSS F PRE -ENG FLOOR,TRUSS WEEP SCREED I WOOD BASE LR, BT_ 2x4 IS FOR WALL CMU (SEE DETAIL 2A) SI1" 1PSON HETA-16 EMBED. SHEATHING NAILER) 8" GYPSUM BOARD OR 2" 1/2" TEXTURED a STRAP e 32" O.C. MAX VERIFY WEEP SCREED HIGH STRENGTH CLG. FINISH MASONRY W/ TRUSS PLAN (SEE DETAIL 2A) a BOARD EMBED. STRAP VERIFY ° 5CONC_ FILLED LINTEL BLK a GYPSUM BOARD OR 2 W/ TRUSS PLAN W/ (1) #5 REBAR CONTINUOUS HIGH STRENGTH CLG. BOARD z"THICK, 2 COAT CEMENT PLASTER ADPL IED WEEP SCREED DIRECTLY TO MASONRY 2—STORY GABLE W/ VAULT FLOOR CONNECTION AT PARALLEL/ DETAIL WOOD TO FIRST FLOOR BLOCK PERPENDICULAR PRE—ENG FLOOR TRUSS A LOCK CONNECTION � FLOOR FRAME 2 SCALE: 3/4"=V-0"SCALE: 1 1/2"=V-0" -0 SCALE: 3/4`=I' -o` A R C H I 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 SUHDIV. & LOT: TUSCKA PLACE LOT # 49 MODEL: "1542" GARAGE SWING: LEFT PAGE: O NO LITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA JAMES CANTWELL J AR NO 12079 J DATE: 09/04/09 SCALE: 1/4"=1'-0" SHEET D4 OF�� A R C H I T E C T S Design Grouprn�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUETDIV. & LOT: rl'US C KA 'LACE LOT # 49 MODEL: "1542" GARAGE SWING: LEFT PAGE: Misc. DETAILS ARCHITECT: STATE OF FLORIDA �A JAME CANTWELL A NO 12079 DATE: 09/04/09 SCALE: SHEET 5 1) 5or I�