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HomeMy WebLinkAbout2653 Vineyard Cir (a)8 9 2 FOR; NYSE porton,. com CBC1252212 T4&1: (407) 850-5200 Pax: (407) 50-5300 •STATE OF FLORIDA?_ DESIGN CRI'T'ERIA: DATE ABBREVIATIONS I 03/1&/I1 2011 DISCOVERY REVI5ION5 COMPLETED 2 04/15/11 QUALITY CONTROL REDLINE5 CERTIFIED BUILDING CONTRACTOR: O5/O9/11 • FLORIDA BUILDING CODE (FBG) 2010 RESIDENTIAL ABv. ABOVE LAV. LAVATORY • 2010 FLORIDA FIRE PREVENTION CODE A/C ADJ. AM CONDITIONING ADJUSTABLE LUM. M.C. LUMINOUS MEDICINE CABINET 06/15/11 • NATIONAL ELECTRICAL CODE (NEC.;) - 2008 EDITION ALT. ALTERNATE MFR• MANUFACTURER D.R.AMP. DRHORTON HOMES •ALL LOCAL AND STATE CODES BD. AMPERAGE BOARD MIN. M.T. 1viRgIM[ m METALTHRES'IOLD 5850 T.G. LEE BLVD. SUITE 600 FROk3UILD TRU55 ENC -3. EI -EV. 1D E AB. TI�E CABINET MT MED MOUNTED 1 G r A�T� 1 a' �T r� Q �j t7 D 8 2 2 OORLANDO, AFFLY WALL A55EME,LY DETAIL5 TO FLAN CLO. CEILING N.T.S. NOT TO SCALE .L l L 1 V L t l , PER RYAN MACDONAL.I) GLR. CLEAR Q.C. ON CENTER TEL: (407) 850-5200 CPT", CARPET PB. PROPERTY ONS FAX: (407) 850-5,300 .00CUPANCY - RESIDENTIAL, GROUP R3 C.T. D. CERAMIC TILE DRYER PH. PLT. PHONE PLATE CONSTRUCTION TYPE — VB DISI.. DOUBLE PLYWD. PLYWOOD D,G. DUAL GLAZED PR. PAIR •MIN. INTERIOR FINISH - CLASS B DIA. DIAMETER P.T. PRESSURE TREATED • BASIC WIND SPEED — 140 MPH (M/S) DIM. DISP. DIMENSION DISPOSAL R. RAD. RISER RADIUS *1 -STORY RESIDENCE - DP. DEEP R.A.G. RETURN AIR GRILL • STATE OF' FLORIDA .2 -STORY RESIDENCE - MAX. HEIGHT AS PER DR. D.S. DOOR DOWNSPOUT REF. RM. REFRIGERATOR ROOM PROFESSIONAL ARCHITECT: LOCAL AND STATE CODES DTL. D.W. DETAIL DISHNASHER R.O. S.C. ROUGH OPENING SOLID CORE EXT DR SPECIFIC PARAME'T'ERS FROM FBC 2010 CH. 3 EA EACH S.D. SMOKE DETECTOR JAMES C, A N T E L L USED FOR DESIGN INCLUDE: ELEV. EQ. ELEVATION EQUAL s.H. SHT. MiULE HUNG SHEET Y Y AR NO. 12079 *CONCRETE MASONRY RESIDENTIAL EXH, EXHAUST SHTHG. SIIEATHING • CONSTRUCTION WOOD FRAME CONSTRUCTION ERT. E:1TERIOR SHWR. SHOWER *AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-10 F.G./FX . F.G. FIXED AS FUEL GAS OL,SIM SL. AR 551,1 ING SLIDING A.B. DESIGN GROUP, INC FIN. FINISH SL. GL. SLIDING CLAS S S {� E C A L S . �-�G . 1 . l� . FLR. FLOOR STD. STANDARD 1441 NORTH RONALD RE_A_GAN BLVD. FLUOR. FLUORESCENT SWS )'HEAR WALL LONGWOOD, FLORIDA 32750 F SECTION FTTG.(j. FOOTING NG TEIv1P. TEMPERED GLASS Tel: (4 0 rr) 774-6078 I-- i v INS 1 ago 5Q. FT. GA. GAUGE THK. TfffC'K GARAGE 40g 5Q FT GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB -� �-y - 4 I Fax. { 0 11 774-4078 G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER T.O.P. T.O.S. TOP OF PLATE TOP OF SLAB ENTRY 26 50. FT, GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED TOTAL 232a 50. FT, PATIO 40 5Q. FT. H.B. H.C. HDR, HoNEBIB HOLLOW CORE HEADER V.P. W. OTHERWISE VAPOR PROOF WASHER 7� PLAN REVIEW COV. PATIO I(25 5Q. FT. HGT.ORHT HEIGHT W/ WITH DATE CHECKED BY:OPT. INSUL. INSULATION WD. WOOD INT. INTERIOR WDW. WINDOW W/H W.I. WATER HEATER WROUGHT IRON REVISIONS REV_ DATE DESCRIPTION I 03/1&/I1 2011 DISCOVERY REVI5ION5 COMPLETED 2 04/15/11 QUALITY CONTROL REDLINE5 a O5/O9/11 CONTROL DATE 05/13/11 CONVERT NEW TRU55 LAYOUT FRO" 150UTHERN FOR ELEVATION "A, 5 AND C" 06/06/11 ADDED 5OUTHERN TRUS5 ENCS. 06/15/11 5ALr-iRA55 BAY ELEV4TION5 11D"411E" IU 0(0129/11 APD NEW TRU55 ENCS FROM CCA, EL.EVA. "A,1� 4 C" ® 06/29/11 ADD NEW TRU55 ENG FROM "A" OS/03/11 ADD NEW TRU55 ENC; FROM i�R01✓UI�D, ELEV. "��C" (L ci 08/10/11 FROk3UILD TRU55 ENC -3. EI -EV. 1D E i1 01/18/12 APPEP OFT. LANAI 150UTHERN ENG-iJ 12 01/20/12 AFFLY WALL A55EME,LY DETAIL5 TO FLAN 03/01/12 ADDED STONE TO EL)✓Y. A 4 F,' FOR WINDSONC; PER RYAN MACDONAL.I) 03/15/12 F3C 2010 URDATE TNDEX OF DRAWINGS SHEET # DESCRIPTION PG C1_—COVER • PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PCG 1A—DOWEL PLAN PG 1B—LINTEL SCHEDULE—(CAST—CRETE) PG IBA—LIN`T'EL SCHED"ULE—(WEKIWA) PG 1C—WIND LOAD CALCUr ANIONS PG 2 —FLOOR PLAN PG 3A—FRONT & REAR ELEVATION "A" PG 4A—LEFT & RIGHT ELEVATION "A" PG 4A.1—WALL ASSEMBLY DETAILS "A" PG 5A—FRAMING PLAN ELEVATION "A" PG 6—ELECTRICAL PLAN PG 7—MECHANICAL LAYOUT PG 8—CABINET LAYOUT PG D_—FOUNDATION DETAILS PG D2—MISC. DETAILS PG D3-1—STORY WALL SECTIONS PG D4—MISC. DETAILS PG D5—MISC. DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WAS' -WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PER 6T . __���rr ARCHITj,PCTS Dein roup Inc. L441. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774--6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 10 r{a G za IU LLI Z C) —! (L ci CJ z CA u SUIBDaV & I.r0T: TUSC.A. PLACE SOUTH LCAT #38 02108.005 MODEL.- )) 1892" C;AaE S WINCw: LEFT ]PAGE: COVER PAGE ARCHITECT: STATE OF FLORIDA A'R 3 0012 r CANTWELL NO 12079 Pft][NT DATE: 03/27/12 1 SC LE: 1/4"_1,-0„' SHEET 0 ff' `r UA GENERAL 140TES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2010 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-10. 2. THE N41NIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 11. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 V1. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** I, "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2010 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED (VULT) 140 MPH II. EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. 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, 2010 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 140 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 2010 SECTION R302.5.1: 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 2010, SECTION 8302.5.2: 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 2010 SECTION FRC R302.6 & TABLE 8302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN "V2 -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORT( 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 V2 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 318-08. 2. ALL CONCRETE FORTHE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/" 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF 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'/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2010, SECTION R607.2.1 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, AGI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08. 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 Al 85. 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`,R506.2.5(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. 11 #11 AND SMALLER 34 D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 V2" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. lfl h= t 100 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.) MACHINE GRADED 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 2010 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 2010. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED,AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP 92. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360, DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 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 OTI IERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/IJAIL.S AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.. 2. WATER SUPPLY LINES SHALL BE CPUC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTSc 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 2010 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2010 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 & ASTM -01063 2 -STORY GYPSUM BOARD UNDER STAIR PRO f ECT 10N: 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. FBC R302.7. A R C H I T E C T S Design G1 0up Inc. .441 N. RONALD REAGAN BLVD. L ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.corn kh AA #: 0003325 UIBDIV. & IST: TUSCA PLACE SOUTH LCA1' #38 1PRC,TEC T# 02108-005 moDEb: "1892» GARAGE SWUNG: LEF T PAGE: GENERAL NOTES ARCHITECT. STATE CF FLOBIDA �NTWELL 12079 IPRI T DATE.- 01'3/27 � 2 SCALE: 1/423 -- ��iEET k T N C iR'2 L2 Q to Q a � U m U r O q a) C() Q Q UIBDIV. & IST: TUSCA PLACE SOUTH LCA1' #38 1PRC,TEC T# 02108-005 moDEb: "1892» GARAGE SWUNG: LEF T PAGE: GENERAL NOTES ARCHITECT. STATE CF FLOBIDA �NTWELL 12079 IPRI T DATE.- 01'3/27 � 2 SCALE: 1/423 -- ��iEET k T N C iR'2 ..T.1mro-am -011 —all all 20'-0' 2O' -O' 401-011 5ECURF STRAP TC CONIC. UJ/ (2)-3/1& X� TAI --CON° CONC. 5LA 1PSON WEU -L STRAP EaUAL :CURL= STRAP TO IT W1 (2) #8x1 1/4 5MT MTL 5CREl.US A C CONNECTlur"'N u PAD DETAIL ----------------------- 141-011 -------------------- 1.4'-O" I 24"X24"X12" I CONC.i='AD I W/3#5'5 E.W. ON CHAIRS I 4"MIN.l2) 3"TYP. COVER I I � I I CONC. SLAB tU lu I I I EXTEND 51"413 1 1/2" -, 0P T. C 0VE�ED PATIO ------------------ PAVER5 13'-3" 13'-3" 24"X24"X12" GONG. I, PAL-) 01/3-#5 E3AR5� I CONC. 4 E.W. ON CHAIRS 0 MIN. 3° COVER 1�1 I ®" . . e m 0 e " " 1 — — — — — — — — — �OP`�', LANAI WZ'j"r-AVER FOUNDATION PLAN NOT1 A/C LINES FROM AIR MANGLER UNIT TO CONDENSOR TO BE RAN IN ATTIC. ENTRY 4 PATIO 5LA55 TO BE POURED AT FINAL POUR WITH DRIVEWAY. A R C H 1T EC TS Aroupinc. Design 1441 N. RONALD REAGAN BLV[ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 r��ridrrrrr��" SUBDIV Be laoT TUS C A. PLACE SOUTH LCAT #88 PROJECT# 02108,005 MODEL: "1892" aJAIRACM SWIM;: LETT ]PAC;E: FOUNDATIO PLATT ARCHITECT: NATE CE FLORIDA MAS y� 2072 ,SAMLNO CANTWELL 12079 PRI `I' DATE: 03/27/12 SCALE: 1/4»_1)_Q» SHEET �(I 0F -2 Q � <1 Q U � -A 0 Q 0 u v � LJ � . o h r��ridrrrrr��" SUBDIV Be laoT TUS C A. PLACE SOUTH LCAT #88 PROJECT# 02108,005 MODEL: "1892" aJAIRACM SWIM;: LETT ]PAC;E: FOUNDATIO PLATT ARCHITECT: NATE CE FLORIDA MAS y� 2072 ,SAMLNO CANTWELL 12079 PRI `I' DATE: 03/27/12 SCALE: 1/4»_1)_Q» SHEET �(I 0F -2 DOWEL PLAN 3'-1@" ELEVATION " C" 99 E "- A R C 0 1 T E C T S _441 N. KUNALU f(LHUHIV U Y J. LONGWOOD, FL 32750 PW: 407-774-6078 FAX: 407-774-4078 wvvwr.abdesigngroup.com AA #: 0003325 F � wr Q >: � W 1Ll to Q. �1 U d) 1L `Q {� 1 �I .� JI SUHDIV. & I.OT: TUSC_A_ PLACE SOUTH LOT #88 PIR®aEC a M 02108,005 MODEL.- "1892 DDEL:"1892 GARAGE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA MAR 310 2012 .JAin CANTV ELL No 12-079 T DATE: 03/27/12) SCA.IX.- 1/4"=1'-0" A R C H !T E C TS 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F rGi� J1! 4 z� 1-1-1 -1 M LU k-1 U � Q u � U � SURDIV. & LOT: TUSCA PLACE SOUTH LOT #38 PROJECT# 02108,005 MODEL: ""1892» 0AUA0E S WINa: LEFT RASE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT - STATE OF FLORID MAR 3#101' NO DATE: 03/27/12 SCALE: 1/4"-1,_0>3 SHEET ' LMTFE�� 35 -SN EC-�RE�S � -ELEVATION J & E C U4 WEKIWA LINTEL SCHEDULE 6" LIN I EL UF'LIF I LINTEL SAFE UFLIFT LOADS IFLF) l eigth Typo 2'-1-D" Fracaat 3'•G' Prmcaat -0'-0' Pl'cufet 4'-6` Precast -0-a' Frocaat 5'-4' Preraet Fracaat F'rascaat T-6' Pre"at T-8' Frecaat e'-0' Prarcaot Pracaat Fracaot Prmeaat IP -4' Frecanot 12'-0" Pralcaet Fracabt Pre:eaat Preaaat F4 a- Prmtrem9 IS' -4' FYwireal 19'-4" Prnbirebe 12" LINTEL GRAVITY 831 LINTEL GRAVITY LINTEL .Iwo cCNCRFETE FiRaF-)UCT5, INC. 1`'.07. F30X 219 ZFELI-W00P, F=L 32193 (401) 886-2511 1-8zi�-654-5135 FAX 401-886-0195 LINTEL No. LENGTH TYPE coMMLNTe1 L-1 41-6' TOTAL.8" LEND L-2 4'-b' 8/1Ga-5-lU/�L L-3 5'-8' 8/22-5-IU/0L RECE56ED L-4 IT -4' 8/28-5-IU/IL L-5 4'-6" 0000 0000 0000 F1'a..eet L-7 4'-b" 816-5-1U/L L-8 41-6" F'1`'GAST L-9 9'-4' 8/8-5-IU/1L L-10 4'-611 8/Ib-S-IU/�L L-11 4'-�" 40711 100xX0 10000 10000 10000 10000 L-12 ?a1 -lam" 8/16-S-IU/0L L-13 41-&` 8/Ira-5-IU/0L L-14 5'-10, 8/16-S-IUAL C U4 WEKIWA LINTEL SCHEDULE 6" LIN I EL UF'LIF I LINTEL SAFE UFLIFT LOADS IFLF) l eigth Typo 2'-1-D" Fracaat 3'•G' Prmcaat -0'-0' Pl'cufet 4'-6` Precast -0-a' Frocaat 5'-4' Preraet Fracaat F'rascaat T-6' Pre"at T-8' Frecaat e'-0' Prarcaot Pracaat Fracaot Prmeaat IP -4' Frecanot 12'-0" Pralcaet Fracabt Pre:eaat Preaaat F4 a- Prmtrem9 IS' -4' FYwireal 19'-4" Prnbirebe 12" LINTEL GRAVITY 831 LINTEL GRAVITY LINTEL LINTEL n jth B.SFE GRAVITY LOA05 (f -LF) 44:4:4::•: SAFE GRAVITY LOADS PLF TOTAL.8" LEND 77FE Tato! L 9/8-5-1D 8/12-9-(dL J3/Vb-S-fDL 8/JfD.B-!D P,/24.5 01-- /29-S-rD 8/92-B.IA PLAIN 8/0-8-1L 8/12-8-ILI 8/16 -$-IL I1- 8/24-5••I4 8/18-8-1L 8/32-8•IL 2'-10" FI CAST Iz/1a-H-mL 8< 9 0000 0000 0000 F1'a..eet 0000 10000 6021 8-051 100001002✓1X7 100009 10¢9001 17!¢9002 10000 3'-b' F'1`'GAST 2603 40771 8339 100000 10000 10000 1000010000 5541 40711 100xX0 10000 10000 10000 10000 10000 4'-01 PRECAST mzmm 2 NC4 6123 10©0(9 100100 10000 10P,.110 10Y.Im0 9515 4'-0' R—t 9"-u k1M3po 12Y030 1821 2921 1853 10000 10000 10000 10000 100001 4'-b' r Wr-A5T 1¢10x00 2214 ':0113 1119 9284 10000 10000 10000 1398 2214 5412 10000 10000 10000 10000 7203 4'-0' FIW-CA5T 1001 2111 4660 6588 8620 1000000 10000 10000 1258 Il I 4W9 1pvcv 100001 1POW IPOW 10009 wx1 " F RFcA9T 10¢17+0 1651 9409 4823 6239 1658 9011 10900 1006 1651 9556 6431 10000 100000 10'aw 10000 W-10' PRECAST Llmz0 1461 3001 9111 8888 10000 10a 0 10000 84e, 1461 3001 5111 8888 10000 100" 10000 epee PRECAST 1¢I w 1232 2440 3934 6250 8589 10000 10000 1119 1232 2440 3934 6250 10000 10000 10000 1-6' FI CAO'r 3 T106 10F71 1910 2942 4346 6461 100001 10000 562 1001 1918 1 2942 4346 1,4bl 10000 10000 l'-8' PRECAST t999m 9l5 1849 2819 4131 6010 9248 10000 544 915 1649 28M 4131 6010 9245 10000 q14 PIW-CAST 1W w VOW 1124 602 3151 5(03(4 1955 100000 511)1(, 916 1124 2602 3151 6409 1958Iwpp 41tj 67" FFf-CAST 100w C664 161"✓ 24M :-04-0 4866 6953 IIDf000 4g2 064 1619 2416 3444 49100 41953 1219¢/0 9'-4' PFE�-ICA61' 9141 141 1361 1991 2169 3169 5124 1 19)&1 411 141 1361 1991 2168 3169 6124 1 1061 10'-6' PRECA61' 11.5 1608 6-W' 1146 1649 2231 2967 3 1901 349 636 1148 1649 2231 2962 3889 5094 II' -4' PFGA$T 6704 514 1028 W65 1964 2566 9905 4239 3� 11 514 1028 1165 1964 2966 3305 4289 12'-3' PRECAST 68 533 9500 L943 1189 2316 2951 3134 292 833 960 1343 1189 2316 2961 3134 12'-6' F RECAST 53 ILII 305 8194 1264 1616 2151 2130 3426 211 505 890 1264 1616 2151 2130 3426 19'-4' I'R1 CAST 4654 464 822 151 156 1935 2425 3010 255 4414 822 IFA 1515 1539 2425 3010 14'-0' PR -CAST 4510 436 168 1013 1406 1186 2225 2141 239 436 169 1013 1406 1186 2225 2141 14'-B' PREBTREBOED elm NR NR NR N.R. N.R. NR. NR N.R. 480 511 1234 1421 Ill) 2188 2662 19'-4' PREOTRE@8En 3557 N.R. N.R. N.R. KK N.R. N.R. F4J NR. 454 165 1160 1331 16667 2032 2458 Il' -4' PF�13TRP8.81E=p A4V NR NR N.R. NR N.R. N.R. NR NR. 989 652 982 111-1 1349 1611 M131 19'-4' PIE$TIRE89EU 1474 N 7B 9W 042 11w, 11 via Tj'U N. RK N . 1` g, Klit NR. 399 561 849 1410 111! 1415 1616 20'-0 PRSSTRE88ED N.R. NR NR. N.R. NR. N.R. N.R. NR 329 643 812 911 1122 1346 1990 21'-4' PRE6TREd0EA N.R. NA. NR N.R. N.R. NR. ht17. NR 235 500 l4b 040 10241 1224 1441 22'-0' F RE811¢EBSED N.R NR NR. NR.NR NR. 261 481 In 806 981 1 1111 1316 24'-0' 1'IBTRESSED NR. NR R R NJ?. NR 43F— NJ< - NOL t<OCOWOW&a NTt . rbf R --m d d 8" LATERAL TABLE LINTEL LINTEL REINFORCEMENT SCHEDULE i....t1t11EL IEN07H.....E....5.........i LINTEL n jth tic" 2iliiiF.}:iiF.2:12NCHiiF.:iii:?i?:i"AREWORCEMBi1:::.rt•�*:•-::1"fi'REf60RCEW 44:4:4::•: SAFE GRAVITY LOADS PLF IIQI 5-10" To 8'ti" 5-10' To W' Tato! L n` u' DAP -0-0- WV -6 -ac WIb-6.01. G/fm-S-WL ¢/14 -&ad. Iz/1a-H-mL tr/a2-4-ed. r kwn 2,a -0-L ¢roa-IL aAb•0-IL nnvaa ¢/24-0-L 0/10-1--L Q/92 -0 -IL 2'-W F1'a..eet 174" ie YL.A" - 9574 Pow 1wom 190 9 ITO" 10dw 0000 1420! 10¢190 W.L. r-rawnl Rv6nt 5541 9404 iclo P 100" xuvw mzmm klow NC4 6123 10©0(9 100100 10000 10P,.110 10Y.Im0 IV000 4'-0' R—t 9"-u k1M3po alp" 12022 F9dv+9 k� raw 0000 6ra4m 4'•41' 1¢10x00 2V4 392 2247 4MA Ie~ 1 w Ve v ta� vk keal w 0001 Fr—t 1T2'90 3006 14m 7203 9304 Y'.X'Y{P 1001 10IX;e7 x172 10200 4-e' FYecoet 3642 S.R,n, YDawD wx1 " 19arD0 10¢17+0 Lm= 6906 305 ren loom lexomm %9000 mamm k=00 W-4' Prrraat 4426 8031 2040 346 4821 6iwil 164 Llmz0 1415 t1b9 24:13 023rD Book1low X92 5'-kn' Rs-=ent b 2450 4423 6934 epee KWO 1¢I w =00 W44 7206 442:1 9991 5211 10809 6'-1.' F,--4*t F'recael ;051 FTM 5441 2 5216 3m "m 3 T106 amp 514 063 3569 1-225 10000 !2m 1¢coo K'220 T -b' rr—.t W71 2021 4641 -QD0 9T/l t999m 00149 6M n32 l'•0' Frercaat 3211 5-m 2119 4411 b we 1W w VOW 61:0 {466 21n 4463 4091 WOO Vaw VIP" 0'-!0• F1'K44t w6c 2536 41tj 67" 0476 100w Ipm 67B My 211,64, 40L a u4b3 FYscoei M-4' Ru�•tnt 7480 3233 2315 3023 5946 Ww 9141 10000 593Boa 7115 3003 5146 0421 W" yg" 9'-4' F-taaoet 1 102 2r0I1 3162 '-km 442 5'%' 1025 11.5 1608 994 TON Sa6 I¢4 7010 31&2 4br1 6522 9m MOO 19'•61 Pr—sl 410 1901 1669 2610 3792 5Qb 6704 0631 1711 "15 241n 3w 612f. bW4 �Q4 A'.4' Racoot WU 916 B14 2319 3210 4439 68 291 M ue 054 1514 2919 3210 4439 5016 '1697 Q'-rV Prscaet IWi 24159 e.. LY -4` Ph"t wo 351 715 53 ILII 668 W46 3P9 '24.I 1397 2111 2 41 6 Q' -G' Fi'ar24nt 341 em m:'m .2('x,72 2-f5b 9192 4654 D9aim H -o' I'racao-t ra'•4' R- alt 40 124 Q09 LST1 25n 3341 4510 5495 3H 6'16 Q05 m 2510 3340 4313 5464 W1171 Flr c at 605 0 ml 16 2 40 elm -m9651121 2 656 la H -a' Fr—A 111 V63 1590 2161 2869 3557 4✓ 1 271 2m 56m 41" -r Rsce.t HIM A4V 41 261Km IWLt 494 72168 16'H 4216 10'-4' Rxant 209 CO2 126216'19 2070 1474 7674 7B 9W 042 11w, 11 via Tj'U NTt . rbf R --m d d 8" LATERAL TABLE LINTEL LINTEL REINFORCEMENT SCHEDULE i....t1t11EL IEN07H.....E....5.........i it::............:•i:<iaRBWoRcel�Hrh,,;r.;;q.:u:;:;;;;;;;;g•:•:•:;tii: n jth tic" 2iliiiF.}:iiF.2:12NCHiiF.:iii:?i?:i"AREWORCEMBi1:::.rt•�*:•-::1"fi'REf60RCEW 44:4:4::•: To 5'4 Z -IT m T-6, I IIQI 5-10" To 8'ti" 5-10' To W' 1210 .1E rJ ' TO 121716-6-u Q/14 -9-A1 14" TO 14'0" 9'-7' m 1T4 5 210 14'R' n F -T, FQ (21A 12Ab-6-211 1 1 " F. TRF. 191 N4 174" ie YL.A" - 2 7115' PRESTRESSED ? #5 r+UER f0 WI2�ECIKA KR ABKW4 'EKHT LkMTIGr19 (U'5 GGNTINUCUO 3y L3t3pxwpg' �K�NocKa��rr�Lx.oGK ' <CONCREiEgPLACED IN FIELD) 116 T 1/32' STIR•t' U" AT 4'-0' cc 'V �-'A' SARB_(MAIN REIW) TYPICAL COMPOSITE LINTEL SECTION 12" LINTEL_ UPLIFT NR • Nat lascammndad 8" RECESS DOOR HEADER LATERAL TABLE REGE55 DOOR HEADER LINTEL n jth T— SAFE UPLIFT LOADS PLF e' iep9`f. -n 3-8 Tun!Q/5-0-II 59(9 n-5 Q/Q-o-A1 QAb-D-II 121716-6-u Q/14 -9-A1 vao-o-m 14152-6-A1 th T kA- 12/a-0-21 aA2-0-21 12Ab-6-211 QRO-0-211 Q/24.0-21 I7/1D-0-1U 40 2'-1' M—st N143ImSdm 10dw 0000 Wmw 10¢190 wx= S' -b' Rv6nt 0031 -¢42 abm2 10000 lmpamm 10000 0rL100 IP.tD[['J^W 40660 100m'o 10m" 10000 11_ :S 4'•0' Rsr4ol 362o nog) 6A4 LIT" 9"-u k1M3po alp" 12022 F9dv+9 k� raw 0000 6ra4m 4'•41' Prerfat 2V4 392 4665 6608 0001 1pom 1T2'90 kywoo 4-a' Rx .t 2491 4216 1643 'Jill 10200 1¢X1000 3642 S.R,n, YDawD wx1 " 19arD0 10¢17+0 Lm= 5'-4' f Vacant Wo 2419 312% 5-142 4426 8031 S 10000 lm k%T0 9 0 LmIrm B'•1W' rre"Ot 1415 x533 X92 4650 5109 b zww G' -L' Rxaotub 7971 3a Trb 3&21 4446 5211 10809 6091 r-6' F'recael Ibn 28% 4064 2 5216 3m "m 3 T106 amp 7'-P' Pracao-t d-0 Ft dnt 105 ¢79 n32 2245 7158 3211 8'•{' I'rscsot we 1616 20'46 If 4P 2911 3445 1293 2249 32616 4147 5¢& 6005 1046 9'-t' FYscoei wo 7143 7480 3233 3910 4 4 b'-6' r}oc50-t 3b0 1 201% 11'•4' Rent '-km 442 5'%' 1025 11.5 1608 994 TON 771 25-0 W53 3058 1667 Ll' -9' FYecaot 98g WU 1936 2267 2669 115 ¢'-b' FYeraet 291 M 421 5w 60 am 154 W16 961. 2064 IWi 24159 L%'m 2NO LY -4` Ph"t wo 351 715 53 ILII 668 W46 923 1702 979 2171 1154 2463 YF'•p' Fncaet 391 b92 992 Q93 a1z 2194 H -o' I'racao-t m 40 9 C'!2 16'•4' Precaof 741 357 4b6 016 605 -m ft' -4' Frsceet417 231 40 elm -m9651121 I&W NR • Nat lascammndad 8" RECESS DOOR HEADER LATERAL TABLE REGE55 DOOR HEADER 54E LATERAL- LOAD5 (PLF) n jth T— a' e' iep9`f. -n 3-8 VrWAAt 59(9 n-5 0 R Kaot 520 R—Ast 4w 4'-4' pracau 165 4-0' Pr Rot 40 1740 •D Pr9rad 9501 1 Racaot :40 160 FraCAat 200 610 T -8'I Praca5t 159 490 12" RECESS DOOR HEADER LAItKAL IAdLt REGE55 DOOR HEADER 54E LATERAL 10AD5 (PLF) Llh Tye a' ��9eEv 1?` �c��n el) 0) CONTINUOUS 73000 F81 CONC. FIL.1. (C G I GN 1�£TE PLACFI? IN FBLD) T 8: oP LEG VIAR 11�2't AR CH L p OA -21' S 't LEG )P T 14 L�KiTH 1/'.2' BTIRRUP6 + 4'-0' G/C CCNTINUOU5 .:: (OPTIONAL) DAR5 !MAIN PEW.) SEE OCHEDULE 15ARB - 5EE 5CHEPl1LF TYPICAL LINTEL 81'x8" SECTION --cPTIcr�AL 'ar t.EC. Olvp 10TH5 1132' 81IRfa1P5 w 4'-Q'CIC [110 •''._a: i L.:' IONAL 95 t' 'A' 6AR5 (MAIN REINFJ 91=E 5Ct•11=❑uLl= I . 13' OARS - OFE acHMULI= Il 4 4 n6A TYPICAL LINTEL 12"x8" SECTION 12" LATERAL TABLE LINTEL 5AFE LATERAL LOAD5 IPLF) L Ty a I FII I Fn rl) 5 cONTmGu3 330�000� F'SI CONC. FILL (GCNc T IN I 1 ( � E PLACER F ELD) 11t I /—I�UP TOME.ARAR0. LEG fM OO LENGTHS —(d)CMINUOU5 pq (M IN REII-pJ �[k ��I�:E '�• 1/72' STIRRt1PS AT 4'-3' cc TYPICAL LINTEL 8"x8" RECESSED SECTION TSI FIE DESIrzNATION NOMINAL UIIPTH/HIEIGHT OF LINTEL r i-LAIN oR WLID LINTI L LNv. OF A )PITIONAI. S >1AR3 IN UPPrER OR LOLLER LINTEL CAVITY A R C H I TEC Ts C)ess in Group Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J 8u3E3DIV. L.0'r: TUSCCA� rPLACE S O lJ rl1H LOT X38 JPR®.TH:CT# . 02108.00 a MODEL.: "1892" CwARAC;E SWING: LEFT PAGE: LINI' E ]L_ SCI-IEDU 111 ( -WE KI WA) ARCHITECT- NATE OF FLORIDA MAR 3A ZoI2 NO 12079 DAVE: 03/27/12 SICAT.E: 1/413-1' — 0f3 baI�EEnn 0Irp W N W a { 0 11_ :S –1 (Y ©© � ! V U tL F-, � ►11 a) ni 8u3E3DIV. L.0'r: TUSCCA� rPLACE S O lJ rl1H LOT X38 JPR®.TH:CT# . 02108.00 a MODEL.: "1892" CwARAC;E SWING: LEFT PAGE: LINI' E ]L_ SCI-IEDU 111 ( -WE KI WA) ARCHITECT- NATE OF FLORIDA MAR 3A ZoI2 NO 12079 DAVE: 03/27/12 SICAT.E: 1/413-1' — 0f3 baI�EEnn 0Irp (I � 4 EGRESS FGRE55 (03 12 J WIND LOAD u"__"ALu"_JJLATION,9'_-_- 35 -SH EC -CRESS r�ELEVATRC)N "C99 E". COMPONENT AND CLADDING YNNO LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS SQUARE WINDOW SIZE WIND CAS! l� FOOTAGE AND TYPE ZONE 144 MPH REMARKS 1 20 4 2 112 1&'-0 X 11-0 G'ARACrtE GSR. 3 1� 25-5H EC�RE55 4 4 1� 25-5H ER1=58 4 5 10 23-5H 4 35.3/-38,2 1–f 25 -SN 4 �4 8'-o" 8-011 4 –A � I-1 25 -SH 5 34.1/-h4.9 M 9 17 25 -SH 5 34.1/-44.9 10 24 35 -SH 4 33.3/-30.3 Gq �u 25–SH Il 1� EGRESS 4 34.1/-31.1 12 1-1 25-5H )=C-�RESS 5 34.1/-44.,� C 1317 25–SH ECiRESS 5 34.1/-44.9 14 24 35–SH EC-�RESa' 4 _ BASIC WIND SPEED MPH = 140 INTERNAL PRESSURE COEFFICENT= f 0.18 BLDG CAT=II, EXP=B, MEAN ROOF HT.=15'-0" ANY OPENING LESS THAN 4'-0" FROM CORNER WILL BE A ZONE 5 CATEGORY A R C H I T E C T S / Design roup Inc. 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774 4078 www.abdesigngroup.com AA #: 0003325 J SUBDIV. & LOT TUSCA PLACE SOUTH LO f -F X 8 8 PIROJEC Air 02108.005 MODEL.,: ' "1892„ GARAGE SWI19G: LEFT PAGE: WIND LG AD CALCULATIONS ARCHITECT; STATE OF FLORIDA 0 2012 .JAMS CANTWELL NO 12079 DATE: 0 3/2'7 /1 SCAT :1/42)=11-011 = SliEET 1 c OF2 –A Q) ttl M Gq �u C Q 73 q d? rfi o � � SUBDIV. & LOT TUSCA PLACE SOUTH LO f -F X 8 8 PIROJEC Air 02108.005 MODEL.,: ' "1892„ GARAGE SWI19G: LEFT PAGE: WIND LG AD CALCULATIONS ARCHITECT; STATE OF FLORIDA 0 2012 .JAMS CANTWELL NO 12079 DATE: 0 3/2'7 /1 SCAT :1/42)=11-011 = SliEET 1 c OF2 LO 401-011 11'_2' 2c3'-10" -O-Oil 4'-4' , H8 23 -SH r� - I KITCHEN V QIQ � CLG Z 8(TILE) 0 tz � I �► 1 Q �� --Q 4O L" Low WALL w/ PATIO 101-011x4'-011 25-SH8080a.G.D. ACT I YE NOOK CLG. (TILE) _ I �I �V ^I -41I'-a" ©1Y I m I3' _ g' 14' TOS' CALC.9S L IY1NG GARAGE ENTRY IF- 15H 5O. FT. SO, ET. SQ. FT. TOTAL PATIO OFT. COY. pATIO - "-'. FT. 50. FT. 50. FT. 4-0 wC — J LAV. tai t 5F. N=; / (TILE) 2 -0 �3I~- 1R -ISH ------- 3-5H 3 -SH ROOM 4 - O 13F. r a' -a" CLGF. I � � (CARPET) 7' -4' ., v IR -15H ILI OWNERS SUITE : _ a' -a" CLG. - W.I.C. I , (CARPET) ' S'-8" GLCx. I — o► (CARPET) 101-01 1' - 8" ct) ' 1 OPT II OFT I W. II �• L--JL--J ? LAUN WC. -II --41-01I 1'-11" K/S'-fd" � u � L) 1'-y, �� II 42"-HIGI 1 3' -4" CREAT ROOM a' -a" cLG. (CARNET) BDRM. 3 a' -S" CLCD. (CARFET) 7'-0" KNEE 0. BATH w/G�.AS� AF3Y. a' -a" GLS. �8 (TILE) 0) SHOWER ` ` - i0 -A oom F —T— � II 2" STEEL FOYER W C�)I 1 1 wN. fiIPE a' -a" CLCD. G I I m CONG�� BOLLARD Q (TILE) r 22 "x54' ATTIC — — — — ACCESS — 1°ITL_ — — 1211 S.L. a HB 4'-I1" 2—CAR GAR. a' -a" CLG. 16'-0' x I'-01, O,H. '-0" V -O" 201-011 4'-2 , ENTRY a' -a' CLG. PA -41I'-a" 10'-0° SQoFT. CALC.9S L IY1NG GARAGE ENTRY IF- 15H 5O. FT. SO, ET. SQ. FT. TOTAL PATIO OFT. COY. pATIO 2325 40 16a "-'. FT. 50. FT. 50. FT. OPT. PDRM 14 SHOWN wC LAV. tai t BATH} (TILE) 2 -0 �3I~- 1R -ISH ------- 3-5H II ROOM 4 - O 13F. r a' -a" CLGF. I � � (CARPET) 7' -4' ., BDRM. 3 a' -S" CLCD. (CARFET) 7'-0" KNEE 0. BATH w/G�.AS� AF3Y. a' -a" GLS. �8 (TILE) 0) SHOWER ` ` - i0 -A oom F —T— � II 2" STEEL FOYER W C�)I 1 1 wN. fiIPE a' -a" CLCD. G I I m CONG�� BOLLARD Q (TILE) r 22 "x54' ATTIC — — — — ACCESS — 1°ITL_ — — 1211 S.L. a HB 4'-I1" 2—CAR GAR. a' -a" CLG. 16'-0' x I'-01, O,H. '-0" V -O" 201-011 4'-2 , ENTRY a' -a' CLG. PA 6 3'-10" , 2'-o" -11-01 BDRM. 2 a' -a' CLG. (GARNET) IN 25-5H 25-5H FEGRF55 EGRE55 ,t4 �J c) tO C�! EXTERIOR MASONRY WALL BRG. HEIGHTS 1111111111111111 a' -a" 5RG. NOTES: -DENS ARMOR AT BATHROOMS. -PREFAF5 SHOWFRS/TUk�S TO FBF 5ET IN TYPE 2 FOAM. 14' -0' � I COVERED PATIO a' -a" CLG. 4-o 5F. SQoFT. CALC.9S L IY1NG GARAGE ENTRY IF- 15H 5O. FT. SO, ET. SQ. FT. TOTAL PATIO OFT. COY. pATIO 2325 40 16a "-'. FT. 50. FT. 50. FT. wC LAV. tai t BATH} (TILE) 2 -0 �3I~- 1R -ISH ------- 3-5H 4 - O 13F. r 6 3'-10" , 2'-o" -11-01 BDRM. 2 a' -a' CLG. (GARNET) IN 25-5H 25-5H FEGRF55 EGRE55 ,t4 �J c) tO C�! EXTERIOR MASONRY WALL BRG. HEIGHTS 1111111111111111 a' -a" 5RG. NOTES: -DENS ARMOR AT BATHROOMS. -PREFAF5 SHOWFRS/TUk�S TO FBF 5ET IN TYPE 2 FOAM. 14' -0' � I COVERED PATIO a' -a" CLG. 1 COVERED Y1`I'IO I 15 -SH EGRESS 41-1" a _g ELII_IL 101� c �a &55E a� PATIO 2&'-&lll Xa'-O" Ca PAYERS a� 13'-3" 13'-3" (ox(�p FT &xro FT 6x(o PT P05T POST P05T I___________— -- COVERED I PATIO j 2(o -6 X8 -011 I 1 8'-8" CLG. I 25-5H 8080 S.C.D. 25-5N 1 ACT.eCIA — 76-1 IT !nQY'T. I.-iNAI WZPAVE]RI, F�A'CIO r A R C H! T E C TS 4Groupinc. Design Pq 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w U L" w 4 0 O -4 F11 cv 's� i ;T i 25ju TUSCA PLACE SOUTH LUT' #88 PROJECT# 0210-8.005 MODEL: 1892" GAYCAGE SWUNG: LEFT PAGE: FLOOR PLAN ARCHITECT= -STATE OF FLORIDA MAR 3 V12012 JAMS ,CANTWELL MIDI,NO 12-079 T 03 '7 12E; 1/4)"=1)-0)1 ��EET O�� � SQoFT. CALC.9S L IY1NG GARAGE ENTRY 1890 409 28 5O. FT. SO, ET. SQ. FT. TOTAL PATIO OFT. COY. pATIO 2325 40 16a "-'. FT. 50. FT. 50. FT. 1 COVERED Y1`I'IO I 15 -SH EGRESS 41-1" a _g ELII_IL 101� c �a &55E a� PATIO 2&'-&lll Xa'-O" Ca PAYERS a� 13'-3" 13'-3" (ox(�p FT &xro FT 6x(o PT P05T POST P05T I___________— -- COVERED I PATIO j 2(o -6 X8 -011 I 1 8'-8" CLG. I 25-5H 8080 S.C.D. 25-5N 1 ACT.eCIA — 76-1 IT !nQY'T. I.-iNAI WZPAVE]RI, F�A'CIO r A R C H! T E C TS 4Groupinc. Design Pq 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w U L" w 4 0 O -4 F11 cv 's� i ;T i 25ju TUSCA PLACE SOUTH LUT' #88 PROJECT# 0210-8.005 MODEL: 1892" GAYCAGE SWUNG: LEFT PAGE: FLOOR PLAN ARCHITECT= -STATE OF FLORIDA MAR 3 V12012 JAMS ,CANTWELL MIDI,NO 12-079 T 03 '7 12E; 1/4)"=1)-0)1 ��EET O�� � S'-8" o'-0" FIN_ FLR. AREA OF ATTIC = 25g0 SQ. FT, NET FREEE VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 25r�0/300 a.63 5Q. FT. = 1243.2 50. IN, MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 X 1243.2 621.6 C54L,4NCE TO 5E PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDCiE VENTILATION AREA = 115 SQ. IN, PER VENT TOTAL # OF VENTS REQUIRED = (61) TOTAL # OF VENTS PROVIDED = (0) -� (�;OVP A.T10 14x12 5 OFF RIF -)C -;E VENT OFF RIDCiE: VENT 0 V I -1'-d 1/7" n d !-le-,T L RAISED SAND TTF. iw &,-a, P RC-�. NC O' -O" FIN. FLR. FRONT. ELEVATION TExTURED FIN15H 12 OFF RIDC-cE VENT OFF RIDGiE VENT r r �a r � •�L�1L—U 011LiiI I Ell I �I�i 'u — — — I— � ■ O' -O" FIN. FLR. FRONT. ELEVATION TExTURED FIN15H 12 OFF RIDC-cE VENT OFF RIDGiE VENT r REAR, ELEVATION TFXTUF�EID FINISH —4" RA15ED SAND TYF. L14'><� O" DECORATIVE AFFL IErD 5HUTTER6 —(o" RA15ED BAND TYP. 0'-O" FIN. FLR. ' - URGi. HQT. 0'-0" FIN. FLR. A R C H IT E C TS Design roup 1441 N. HUNALD HLAUAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.corrn AA #: 0003325 F r �a r � i — — — I— _ REAR, ELEVATION TFXTUF�EID FINISH —4" RA15ED SAND TYF. L14'><� O" DECORATIVE AFFL IErD 5HUTTER6 —(o" RA15ED BAND TYP. 0'-O" FIN. FLR. ' - URGi. HQT. 0'-0" FIN. FLR. A R C H IT E C TS Design roup 1441 N. HUNALD HLAUAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.corrn AA #: 0003325 F r �a ua � Q Q � � U z � v M v /I =J euBDIV. 7— LOTz TUSCA PLACE SOUTH LUT X88 IPIRC JE C T# 02108.005 MODIMIL.- ),1892 GAgtAGE SWING: LEFT IPAGE: FRONT & FEAR ELEVATIONS >>A" ARCHITECT= STATE CE- ELCR1DA 0 20.12 12079 -ATS: 03/27/12 SCALE: 1/4"=I'—O" 1 SliEET e__j A ort lro AREA OF ATTIC 25'90 5Q. FT. NET FREEE VENTILATION 1/300 AREA REQUIRED REOUIRED VENTILATION AREA = 2590/300 5a. FT. = 1243.2 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC .5 X 1243.2 «;LANCE TO GE FROVIDED IN SOFFIT OR FAVE VENTS) OFF RIDC;E VENTILATION AREA = 115 5Q. IN. PER VENT TOTAL # OF VENTS REQUIRED = l) TOTAL # OF VENTS PROVIDED = «) _`OV. F LET SIM, PATIO URG. HGT. J 2 8'-5" ISR . HGT. _ C"I o.v P ATI 0 0'-0" FIN. FLR. T. V-8" BRCS. HG rl. Imo% 12 OFF RIDGE VENT OFF RIDGE VENT 5 V' -a" BRC-, HGT. FAI5ED 5AND5 TYP, 77-\ r Q 0'-0' SIN. FLR. LEFT ELEVATION TEXTURED FIN15H R I '4 H T TEXTURED FINISH OFF RIDGE VENT r -- OFF RIDGE VENT ELEVATION I I BRC. HG OL 1�10'-O` FIN. FL.R_ A R C H IT E C TS Des iin Group lnc, 1 N. RONALD REAGAN 3L1 L.ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. dei': TUSCA PLACE SOUTH LST #(�8 PIROJECT# a2108.00� MODEIL: )>1892)) GARIAGE SWIITG: LEFT PAGE: LEFT' & =FIGHT ELEVATIONS >> A" ARCHITECT= STATE OF FLORIDA JAM CA�T"WELL NO 1_�Q79 Wr BATT DA'Z`E: 03/27/12 I—SCALM:1/4"-1)-0" 8liEET A -A 01F2 u) r4 tAk:, v W 0 � w C a Q —1 Q 0 q U cv SUBDIV. dei': TUSCA PLACE SOUTH LST #(�8 PIROJECT# a2108.00� MODEIL: )>1892)) GARIAGE SWIITG: LEFT PAGE: LEFT' & =FIGHT ELEVATIONS >> A" ARCHITECT= STATE OF FLORIDA JAM CA�T"WELL NO 1_�Q79 Wr BATT DA'Z`E: 03/27/12 I—SCALM:1/4"-1)-0" 8liEET A -A 01F2 u) r4 tAk:, T' FRONT ELEVATION TEXTURED FINISH '_]Rl'�,EAR ELEVATIOlN\ll T7—_XTURFlD FINISH r14 a4 q A63 ��A�V I LEFT ELEVATION TEXTURE[:) FIN15H El R(C-1 lu, HT ELEVATION TEXTURED FINISH mi WAS TYY. A R C H! T E C TS ,/Design G roup Inc, I1441 N. RONALD REAGAN BLVC LONGWOOD, FI_ 32750 PH: 407-774-6076 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV, LOT: TUSCA PLACE SOUTH LOT #38 PROJECT# 02108.005 MODEL: ),"1892» 0AWA(:;3M SWINO.- LEFT PAGE: -BALL ASSEMBLY ELEV 77 A79 ARCHITECT= STATE OF FLORIDA MAS CANTWELL NO 12079 PRINT DATE: 03/27/12 SCALE: 1/4)a _ 1, _ 0 )a S HNOT 4 X . I Olr2 F�,, u_1 cn f!_ U E LuQ) ;tL u u SUBDIV, LOT: TUSCA PLACE SOUTH LOT #38 PROJECT# 02108.005 MODEL: ),"1892» 0AWA(:;3M SWINO.- LEFT PAGE: -BALL ASSEMBLY ELEV 77 A79 ARCHITECT= STATE OF FLORIDA MAS CANTWELL NO 12079 PRINT DATE: 03/27/12 SCALE: 1/4)a _ 1, _ 0 )a S HNOT 4 X . I Olr2 F�,, HEADER SPAN CHART S INC�LE - CONNECTOR SCHEDULE 5'-0" TO SIMPSON U.N.O. DES. UPLIFT GRAVITY FASTNER ?- META-lfv 1450 SUPPORTINIi END OF HEADER: (1) loci x 1 V2 I -PLY/ ((p) 16d 2 -PLY 2 517E 1325 CLEAR 5FAN (10) 10d x 1 1/2 I -FLY Z p 0) META -16 1900 (14) 16d 2 -FLY C/] HETA46 010 (9) 10d x 1 1/2 1 -PLY/ (8) 16d 2 -PLY Q HETA-20 1510 l9) lod x 1 1/2 1-111-Y/ (a) 16d 2 -1 -LY 2035 00) loci x 1 112 1 -PLY (2) HETA-20 2500 (12) 16d 2-1,10, MGT + 3965 (1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD HGT-2 + 10960 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBEP), (l6) 10d TO WOOF HGT-3 + 10530 0) 3/4' A.T.R. IN HIGH 3TRENG TH EPDXY 0-11N. 12' EMBEp ), (I6) lod To WOOD LTAI 1420 (la) loci x 1-1/a' VGT 4900 (1) 5/5' AT,R. IN HIGH 6TRENGTH EPDXY (MIN. 12' EMBED), 110 5DB 1/4' X 3' TO WOOD (2)`riTa-FLY/3-FLY) 11g5/8a90 (2)13/0' A.TR. IN HIGH STRENGTH EPDXY (MIN. 12' EI-IHEP), (32) $P6 1/4' X 3' TO WOOD MT5-12 1000 (14) 10d x 1 1/2 HTS -I6 1150 e16) loci x 1 1/2 HTB -20 1450 (24) 10d x I I/a L6TA-12 ++ X25 (10) lod 1-5TA-18 ++ 1237 Q 04) IOd N$TA-IP� ++ 1913 (14) 10d IL M,5TA-24 ++ 1640 0a.) 101A Q L✓ M6tA-30 2050 � (22) loci M3TA-36 ++ 2050 (2`1) lod 115TI-36 3000 (36) loci x 1 1// M5TI-45 5065 (45) loci x 1 la H6 g50 (a) £ad TO PLATES, (a) ad TO 5TUD5 504 835 (6) 10d x 1 0' TO 6TUP5 A33 150 (4) loci TO pEAM (4) lod TO P057. HCP2 645 (6) 10d x 1-1/2' HIO 996 (16) 8d x 1-1/1 ASU 44 2200 6665 (1) 5/a' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMHEDJ IN CONC. (12) 16d TO WOOD V) ASU " 2300 12000 (1) 5/a' A.T.R. IN HIGH 9TRENaTH EPDXY, (MIN. 7' EMHEP.) IN CONC., (12)16d To WOOD Q'- LTT19 +++ 1340 (1) 3/4' A.T.R. IN HIGH 6TRENGTH EPDXY, (MIN. 7' EMBED.) IN CC -"r-., (a)I0d TO WOOD O LTT20M +++ 1625 (1) 1/2' ATRI. 11.1 NIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (2) V VOLT TO WOOD Q 3610 ll) 51'31 A.T.R. IN HIGH STRENGTH EPDXY IMIN. l' EI'1BED> IN CONC. (0) lod x 1 1/2' TO WOOD Z HTT4 4235 el) 5/a' A.T.R. IN HIGH STRENGTH EPDXY, IMIN. 7' EMBED-) IN CONC. (15) 16d x 2 1/a' TO WOOD Q 4350 (1) 5/8' A.T.R. IN HIGH 6TRENGTH EPDXY, (I'11N. 1' F-moEp.) IN GONG. (2(c,) 10cl x I W' TO IY-1OP HTT5 4670 (1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC. (26) 10d TO WOOD DOW (1) 5/a' A.T.R. IN HIGH 5TRENGTH EPDXY, (MIN. 1 E BED.) IN CONC. ry 16d x 2 1/2' TO WOOD � HHPQII-5P5 2.5+ 11,445 1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. lo' EMBED.) IN CONC,, I24)6D6 4' x 2 ' WOOD 6CRE HD-1 64a0 (1) T/8' A.H. IN HIGH 6TRENGTH EPDXY (MIN. -1' EMBED.) IN CGNC. l30/h STUD BOLTS TO WOOD MBHA 3,5/v/II.aS 34-15 5330 (1) 3/4' A.T.R. IN HIGH 6TRENGTH EPDXY, 0-11N. 6.15' El-If3EPMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH 6TRENGTH EPDXY, (NIN. s.15' EMBEDMENT) IN C.M.U. FACE, lIF010ci TO BEAt`1 W NBHA 5.50/1125 3415 5330 (1) 3/4' A.T.R. IN HIGH 6TRENGTH EPDXY, (MIN. 6.15' EMBEPMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' El-15EDMENT) IN C.M.U. FACE, 000d TO BEAM Z HUC210-3 (WOOF 1810 40(FLOOR) la -1/4' x 2-3/4' TITEN ( 9 F'ER 1 LANCaE) TO CMU, (lo) 10d TO iWC)OP d HUC410 (CMU) 1810 5o85 I5-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CITU, (10) 10d TO WOOD HUG 210-3 1810 -1/4' x 2-3/4' TITEN TO CMU (lo) loci TO WOOD _ HIGH STRENGTH EPDXY = 511-1115ON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APFROvAL PRIOR TO 0Uf36TITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EI-15EDMENT 15 GREATER THAN 7' PEEP, THE VERTICAL GF=" IN G.M.U. WALL MU6T f3E FILLED 601 -Ip w/ GROUT. ++ 10d COMMON NAILS CAN BE 5UI55TIlUTED WITH 10d x 1 1/2' R4I1-5 IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAF. WRITTEN AF'iPROVAL FROM THE ARCHITECT IS REGIUIREP FOR TH19 APPLICATION PRIOR TO INSTALLATION. IJ F- +++ MINIMUM EMBEDMENT INTO THE TOP OF A 13CNID15FAM WILL HE 51, MINIMUM EMi3E[)MENT INTO THE FOUNPATION WILL HE T' 0 AT.R. - A-301 ALL THREAD ROI? (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY Cr- MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST 15E RE!3poN9ICdLE FOR MAKING 1 -%RE THAT THE PROPER CORROSION PROTECTION IS UBEP. WHEN USING 5TAINLE66 STEEL CONNECTORS, USE 6TAINLE65 STEEL FA5TENER5. WHEN U61NG ZMAX / HDG GALVANIZED CONNECTOR6, USE FA61ENER5 GALVANIZED PER A5TM-AI53 USE OF EXFAN5IPN ANCHORS WILL f3E EVAL.UATEP GN AN INDIvIPUAL f3AI516 AND MUST HAvE WRITTEN AFI=ROvAL FROM THE ARCHITEGT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES HA6ED ON 51MP5ON 'WOOD CONSTRUCTION CONNECTORS C-2011' , 'HIGH WIND -RESISTANT CONBTRIICTIGiJ C-HW0% AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG G-5AS-2003. HEADER SPAN CHART S INC�LE 5TORY APFL IGAT ION 5'-0" TO &I -Oil U.N.O. SIZE -'-Il 1/2° CLEAR SPAN D 5L 2 DF3L 2 P15L 2 DPL. 2 x x S x 10 x 12 UP TO 5'-4" 5'-4' TO 1'-0' 1'-0" TO 10"-0" 10'-0' AND OVER TWO STORY APDL I GAT I ON DOWN STAIRS SUPPORTINIi END OF HEADER: 1 2 517E NUMPER OF FULL. LENGTH STUDS CLEAR 5FAN PPL 2 DBL 2 DBL 2 DPI- 2 x ! x S x 10 x 12 UP TO 5' -0" 5'-O" TO (o'-4' G '-4" TO 8"-0' b'-0° AND OVER PRACINC-i LEGENP EXTERIOR CABLE TO BE 111 f3F2ACEP W/2X4 5LOCKINC 4'-0" O.G_ (15T 2 E3AY5) 4 2X4 5Yfn *2 X-DRACING. REFER TO TYPICAL. DETAIL. SHTS FOR BRACING REQUIREMENTS FASTEN 2X& SSP 02 OEVEL CUT TO TRUSS TOP CHORD W/106 x 3" NAILS 'w 6" O.C. 5TAC-CaERED Denote tru55 web brad required. Denote Rat Run -0 10' o/c Max. NOTE- TRU55E5 MARKED WAN "*" REQUIRE WEIR STIFFENERS FOR PERMANENT STRUCTURAL. RE5TRAINT OF INDIVIDUAL TRU55 MEMI5ER5. REFER TO TRU55 MFR'S 6IGNED 4 SEALED DRAWING5 FOR LOCATION, SIZE 4 RI=QUIRED FA5TENFR5, FRAMING NOTE5:_ 1, 1--IURRICANE 5TRAi�5 TO 5E MANUFACTURED 5Y SIMPSON STRONG -TIE OR fHOUAL, U.N.O. 2.TYPICAL HURRICANE 5TRAP5 ARE A5 FOLL.OW5, U.N.O: 4 TRU55 TO MA50NRY/CONCRETE SHALL 5E META -I& 4 FLOOR JOIST TO MASONRY/CONCRETE SHALL 5F- HETA-1(o AT EACH END AND 32" ON CENTER ON J015T5 FARALLEL TO WALL. TRU55 TO WOOD FRAMING SHALL 5E MT5-12 :.TRU55 TO TRUSS CONNECTIONS AND HANC4F=R5 SHALL �3E AND 5UF"FLIED P3Y TRUS5 MANUFACTURER. 4.REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, Pfi;;�OFILE, ANID SIZE OF ROOF/FLOOR TRU55E5. 5.HEADER 5FAN CHART 4 MINIMUM WALL 4 HEADER STUD R'E0. ARE STANDARD U.N.O ON FRAMING FLAN (8,. MIN, 2X4 HIF CUT 51-OCKINC; SECUREID W/3 -10d GUN NAILS OR 3-12d HAND DRIVE5 a EA. END. CUT PITCH 4 LEVEL TO FIT TIGHT TO TRUSS AS PER AF'A REOUIR.EMENTS. I I 2X12 BM TO &Xra POST (2) M5TA-2r P05T TO SL HUC2150-3 2 x 12 (#2 5YP) -1/16" 050 NAIL (3) 12d 'D &"-5" O -C, TYP. 2x12 BM. -/HDR. � T1JD REC��CTIRElVIENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO &I -Oil U.N.O. 4' -II 1/2' -'-Il 1/2° AND UP NUMPER OF HEADER STUDS SUPPORTINIi END OF HEADER: 1 2 3 NUMPER OF FULL. LENGTH STUDS 2 AT EACH END OF HEADER I 3 J1 J3 J5 2X12 BM TO POST (2) M5TA-24 POST TO 5LA5 ABU -66 NUC 410 - r- r r (2) 2k12 RM 2X12 5M TO �X6 POST 2) M5TA-24 -05T TO 5L.AP SBU -66 (�-)COVERI%,ED PATIO 2X12 BM TO 6X& POST (2) M5TA-24 POST TO 5LAR Af3U-f (0 COVEIN"TDI PATIO' 2X12 PM TO J3 NUC210-3 I FRAMINU PLAN SOUTHERN TRUSS COMPANY 03/22/12 A R C H I T E C TS Design Group,nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 E~, �1 C/] a U U1 Q � I � dl 00 SUDDIV, & LOT: TUSCA PLACE SOUTH LOT #88 IPRO.TEC T# Or-108.OQ5 MODEL: "'189" GARAGE SWING: LEFT RAGE: FRAMING PLAN ELEVATION )) A') CARCHITECT- STATE OF FLORIDA MAF J/J 2012 ' T11VFl_I_ 12079 PRINT 9 DA'L'E: 03/F2r! /12 1 SCALE: 1/4"-1'-0" 1 SHEET 5 A R C H l i H C T S Desin Gro u� p i nc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wvyw.abdesigngroup.com AA #: 0003325 SUBDIV LOT: TUS C A PLACE SOUTH LOT #38 F►ROJECT# 02108.005 MODEL: "1802" GARAGE SWING: LEFT T ''AGE: MECHANICAL PLAN mmmoole ARCHITECT: STATE OF FLORIDA part 31A 2 011 J PRINT DATE: SCALE: SHEEN'' W o Lu � O Q O u � z U � di LO 6 00 < �� 1 SUBDIV LOT: TUS C A PLACE SOUTH LOT #38 F►ROJECT# 02108.005 MODEL: "1802" GARAGE SWING: LEFT T ''AGE: MECHANICAL PLAN mmmoole ARCHITECT: STATE OF FLORIDA part 31A 2 011 J PRINT DATE: SCALE: SHEEN'' DR HORTON HOMES MODEL: 1892 GARAGE LEFT DR HORTON HOMES MODEL: 1892 GARAGE LEFT DR HORTON HOMES MODEL: 1892 GARAGE LEFT SUBDIVISION: DISCOVERY SERIES MARCH 2011 SUBDIVISION: DISCOVERY SERIES MARCH 2011 SUBDIVISION: DISCOVERY SERIES MARCH 2011 LOT BLOCK: PG _ of _ LOT BLOCK: PG _ of — LOT BLOCK: PG _ of ;u I'll 201110A.11 a AleV bJJ ffi W -MdNS :p M `� i, ,Jla ffi ya�a ffi ffi fa 126 ,!l:" ; d-- _ d — 'If 44" —38" 44" LdALL NUS- li". / l / tN 3.Sb�WB�-0W$WMWM9 W-NNGd iJ����' w��M�e� �," u` LINEN � 'dM >, z3 p a ffi ffi ffi w a w W W m V ffi ffi w W. u3 n ffi a7 s m s; ffi ®� ffi ffi ffi. 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W. :" Jl 'R' '8 8 Wmffimm m w "MWw W "g as ffi»®mffim&mwmmAwmwMwMwMtd WM V il i xe:.ffi»ffimffi-® ffiRffim:BmwMnmwuwuW edi ay B N' ll ffi B 'E' 9 eL7ffimffiRa....... w W V., ffi ffi m=ffi»ffi...a mffimffimw hu L= ,d ,w_a:.�..mmffimffizmm�effii���u�a�wv uu.. u DOORS STYLE: LE: F _ pp; w MWMw u,0a11 W:•ffi�:ffia®affimwmammmWmwmnaitlMWuwulSu�tJ..B..M:. ��effi�®:®ee :ffim8mffimNxwMUruw u� 9�,J1.. 6: 3 9.E..;n..J L = 1 BX PARTS: 1—UF3P 1 — BTK8 PRT 1 — UM8 BLD - +aka:+a a k.r•:I::+ s:k:k:ar-s:k:r•:r• r�:e k r* k:+::k ks:k All dimensions -size designations TIMBERLAKE ��**** °�� r.+. c k:a:rt-*:a r•r� o- a+�� ak.+::+:a--k.o K Desigued: 03/U1/l l All dimensions size designations TlMBER� AKE *� k'k'I=:L'J= k:k:k=k#t#=P p PY PN N a= k:k=k=p7 k=pfYY FM Designed: 03/01/11 A11 dimensions size designations TIMBERLAKL Uasignecl: 03/01/11 given are subject to verification on u�wlN"'+`Y �.s Designer: Y. Nottbolnn Printed: 03/17/11 u d, r' lxorc MR Designer: Y. Nottbahm Yrir�ted: OS/17/11 given are subject to verification on �! Designer: P. Nottbohra Printed: 0;/17/11 g ) "' " § design and must given are Subject to verification on � 4 ,, , gAg g N ,; job site and adjustment to fit job Phis is an original d n job site and adjustment to fit jab M 'm" X18 This is an ori incl design and must job site and adjustment to fit job1x ! ., 'Phis is au original desii and must 1 1 u' b Effigy' " g conditions. �„ not be released or copied unless conditions.m not be released ar copied uriless conditions. y , ar% not be released or copied unless y applicable fee has been paid or job applicable fee has been paid or jab applicable fen has been paid or job order placed. order placed. order placed. c - f a — 1892 Gr, BATHS -OPTS 10-18-10 PLUUKYLt1N hawing #: L Scale : 0 1/2" — 1' 1892 GL tlArHS _oY`1'S (10-I8-10) FLOU1tYLAN Drawing : 1 Scale : 0 1/2" = 1' 18>.:. G:L !til'1'G11EN (0: 28- l l) FLOORPLAN Drawing #: 1 Scale : 0 1/2 — 1' ( ) ""- --- ] IrI'C_N_F'I�T CABINET' L1�YQ Url�'� Q I ERS �ATH� 'ATI # OPT. LAUNDRY DOOM CA�1N]ET LAYOUT' CABINET LAYOUTS — C -..--� �Y gMIV'MINN- 11 :a 3 , dYd ffi 9 3 yy ffi� j: .ffi't M�:NN 1' 1 >rem..�m..a„9sffia'3fm:6 w w i �ffiA53m. z¢.s. nuaaNNWtt� R 1N�A. 1W LIN -71C A R crr I E T 9 W3030 �]V3030 ' a� 3 ,N2:' 1 ! 3Q' WA�H�R 30 -DRYER � n 3 i Z• r s Design r0� p inc . 1 N. RONALD RFAGAN BLVD. LONGVVOOD, FL 32750 PH: 407-774-6078 FAX: 4 07-774-078 www.abdesigngroup.com AA #: 0003325 e� w � o U 111 Lu SUIBDIV. Be I.UU'T': TUB C A P LAC; E SOUTH LOT #38 61 w z 0 � U q 11 02108,005 yyMMpp LE F,f C ABIN IJ7' LAYQ 11'1' ARCHITECT - STATE OF FLORIDA MAR 3 012012 DATA: 03/27/12 SHEET (1) +5 RESAR VERTICALLY W/ CONC. POUR CELL R-4.2 INSULATION z TEXTURED FIN 1514 w _ a' Gl"1U O 1 r, lit' GYP• wL. BD. WOOD f3ASE 74 O f 4' CONC., REINF. W/ 6'x6,' 010 wwM ON 6-1-11L POLY ETHYLENE VAPOR - L BARRIER ON WELL -COMPACTED .� ♦� CLEAN TERMITE TREATMENT SHALL . BE f3OP.A-LARK 41 81 41 Xin Q - (2) "6 REE3AR ON CHAIRS 1—STORY FOOTING /�� Vr( B L c) C K •WALL PALE: vz"=I'-Pa' 7-4 4" GONG'., REIN. W/ "xb' '10 wlU I ON _ 6 -MIL POLY ETHYLENE VAPOR BARRIER ON uELL-COMPACTED in g1 CLEAN TERMITE TREATEMENT SHALL SE BORA-CARE -(1)'5 REBAR ON GHAIR5 THICKEN EDGE 1; m �- 4' GONG., REINF. W/ 6'x6' "10 WUA-1 ON 6 -MIL POLY ETHYLENE VAPOR 4' } BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT °HALL 15E BORA-CARE GARAGE STEP-UP NON-F3EARING' 1 <J SCALE: 1/2'=1'-0' GRADE — 4' GONG., REINF. W/ 6'x6' "10 WWII ON b -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED E �11 CLEAN TERMITE TREATEMENT SHALL 4' 8 g1 4' \ BE BORA-CARE 2'-(D' 4' � .3 RIHE3AR ON CHAIRS 9 CONCRETE PAD °CA E: 1/21,1 _lpr POURED LINTEL CONT. CrTP °o;; /-a" CMU FILLED CELL (T -1-P-) 2X WALL FRAMING (4) Xl' ANCHOR BOLT$ or (4 NXT' U-BPLT$ MIN. B' -MDF DM£NT W/ 2'X2'Xl/8' WASHER AND NUT SPACED EVENLY FROM FLOOR TO i,C D SEAN. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. ;FRAME WALL TO BLOCK SCALE: C�,ONNI�'CTION (l) +5 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY l' EMBEL7. MIN. REINF. W/ 6'x6' ^l(D UM ON ?' 6 -MIL POLY ETHYLENE VAPOR a dA BARRIER ON WELL-GCi"1PACTED GLEAN TERI-11TE TREATEMENT SHALL BF BORA-CARE T Y_F'. R Ff 1I'RO H' Irl' FOR A OMITTED DOWELS SCALE: 1/21=1'-0' SECURE LST. PLATE TO BLK W/ 4' ANCHOR BOLT W/ 2' WASHER SET IN 6IMPSON HIGH STRENGTH EPDXY 'I' EMBED. MIN. a 32' OG MAX. Il G f z ; -4' coNG., REINF. w/ /c'xb ♦lO wUh1 ON 6-I,IIL POLY ETHYLENE VAPOR BARRIER ON WELL-GCMPACT£D O CLEAN TERMITE TREATEMENT $HALL f3E BORA-CARE R-11 INSULATION MIN. 1 (2)'5 RFf3AR ON CHAIRS I -STORY FOOTING AT L.B.W. -W UPLIFT STUDS 16' O MAX _ 5 1/1' 10 HEAD OF GARAGE f VARIES WITH $LOPE SECURE ERT. PLATE TO SLAD W/' CHOR BOLT W/ 2" WASHER SET IN 'amu ! SIMPSON HIGH STRENGTH EPDXY T' EMBED. 1^I IN. to 32' OC MAX. l 4' GONG, REINF. W/ b'x6' "IID WU.M ON 7 4 --MIL POLY ETHYLENE VAPOR F BARRIER CN WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL in 4' &' 4' 4'SE E:ORA-GARE 1'-41 (2) 5 RESAR ON CHAIRS GARAGE STEP-UP (� I -STORY L . B. W. I I E; RECESS FOR Sfa.D. TRACK �-FINISH FLOOR X a: . 1 v .4 SLAB AT S. G. D. -0 �--CAULiG AND REAL '-GAS LINE PVC SLEEVE FOR GA8 LINE a a' CHU la, P rWALL WOOD DA5E a d. a• ' <1 SECURE BT. PLATE TO 51-AI5 W/ J' ANCHOR BOLT W/ 2' WASHER $£T IN BIMPSCN HIGH STRENGTH EPDXY l' EMBED. MIN. 0.32' OC MAX. a' 4 4. 4' CONC., REINF. W/ 4-'x(p' 110 WILM ON 6 -MIL POLY ETHYLENE VAPOR F 15ARRIER ON WELL-CCMPACTED n O CLEAN TERMITE TREATEMENT SHALL 4' 1'-0' 4' BEE BORA-CARE ('�)'✓ REF3AR GN CHAIRS �I_AI 2 -STORY FOOTING �` AT L. B. W. �-,ALE: 1121 ;1' -(D' 5 112' 0 HEAD OF GARAGE VARIES WITH SLOPE SECURE ST. PLATE TO SLAP W/" ANCHOR 50LT W/ 2' WASHER SET IN 51MF50N HIGH STRENGTH EPDXY l' EMBED. MIN. ro 32' OC MAX. 11 . ♦ v+.. —4' GONG., REINF. W/ 6'x6' 190 W.U^1 ON 6 -MIL POLY ETHYLENE VAPOR x 1:5ARRIER ON WELL-CCIPACTEP CLEAN TERMITE TREATEMENT SHALL in OV 41 6' 6' 4' 4' SE 50RA-CARE !'3)'5 RESAR ON CHAIRS GARAGE STEP-UP (� 2 -STORY L.B.W. V A 9GAL.F: 1/2'=I' -ID' RECESS FOR GARAGE POOR 4' CONC., REINF. W/ 6'x6' 010 WIX I ON 6 -MIL POLY ETHYLENE VAPOR BARRIER CN WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE DORA-CARE (1) "9 REBAR ON CHAIRS \1I GARAGE DOOR FOOTING �l SCALE: SECURE DT. PLATE TO 5LA13 W/ I" CUT NAILS/ MASONRY NAIL ,9 32' O.C. MAX 4' GONG, REINF. W/ 4,'x6' 110 ULM ON 6 -MIL POLY ETHYLENE VAPOR X IK DARRIl=R ON Wl LL-CGMPACTED CLEAN TERMITE TREATEMENT SHALL itl 4' 8' 4" f FORA -CARE (2) "5 RESAR ON CHAIRS I -STORY FOOTING *AT L.B.W. W NO -UPLIFT) SCALE: I/V-1'-0' EXTENDED 51 -AD 1 1/2" CURB HEIGHT VARIES �r-1/2' RECESS FOR SERVICE DR T T q. 4' CONC, REIN. W/ 6'x4-' 010 WMI ON ° - 6 -MIL POLY ETHYLENE VAPOR DARRIER ON WELL -CO[ IPACTED CLEAN TERMITE TREATEMENT $HALL E3F f30RA-CARE �- (2) +D REDAR ON CHAIRS EO SLAB AT GARAGE SERVICE DOOR r SCALE: I/2'=1'-0' c\1 2 SHOWER RECESS FOOTER \1 SCALE: L 11 c0 , ° `4' GONG, REIN. W/ /o'xh' �1fD wllt 1 ON (P -1-11L POLY ETHYLEN= VAPOR ♦ DARRIER ON WELL-CCMPACTED CLEAN TERMITE TREATEMENT WALL f3E DORA-GAR.E (2) *5 REDAR ON CHAIRS n u 11'4 I -STORY FOOTING AT GARAGE SCALE: 1/2'= 1'-0' (1) s RESAR VERTICALLY W/ CONC_ FOUR CELL R-4.2 INSULATION z TEXTUR'EG FIN15H +� a" ct-lU 1 —1 WL_ BD. WOOD 15A5E iv 4' GONG., REIN. W/ 6'x6' 010 WUM ON (P -MIL POLY ETHYLENE VAPOR e'er' BARRIER ON WELL -COMPACTED I., •'�' CLEAN TERMITE TREATEMENT SHALL SE ARA -CARE E (3) '5 RESAR ON CHAIRS in4-16- b' 4' 2—STORY FOOTING W BLOCK WALL SCALE: TIE VERTICAL REDAR TO HORIZONTAL REDAR W/ 5' HOOK GROUTED BOND P;EAM V,' 4 'd (2) 05 RF15AR ON CHAIR15 a<1 GAS LINE THRU BL OC,K 2-5TORY !3) 03 REDAR ON CHAIR`S (I) 05 REDAR VF-FTICALLY W/ CONC. POUR CELL �R-4a INBULATION �^iW GNU .� 112' GYP. wL. 13D. 4-1 WOOD DARE a• .,4 111 4' GONG,, REINF. W/ 6'x1' 410 WUJM GTI FOR q. CLEANOUT IO�UIRE47 71 -1 Z Q 6-t`IIL POLY ETHYLFNF VAPOR FOR INSPECTTION GI£R ON TERMD ITE TREATED FILL z B •I., o � 1 V" h 0-0. FIN. FLR. (2) "5 RESAR I-STQRY Ir (3Efl ) Ri3AR 2 -STORY ? I�`i ;• : v ° o LAP VFRT_ DOWEL 4 d 6' PVC CHASE THRU FOOTING a LAPPED W/ BOND SEAI'1 � Ir�.---- � ' , . V , , • 4 Q ° 4 • TO NOTIE VERTICAL ZONTAL£DAR } o: 4 OUTSIDE 5AR TO f3E CONTINUOUS RE(1) w?RESAR AT CORNERS a - —� RESAR W/ S' HOOK. ° W/ 25' LAP MIN.fk +' •� �� �;• ° do d'y;s? �1-$TORY E �! °. O (2) "5 REDO AR ON CHAIR$ ; s O a -STORY (3)'a REf3AR Of -1 CHAIRS 2'-I' MIN. LAP PIPE THROUGH TYP. REBAR LAP !-STORY FOOTING HORIZONTAL/VERTICAL � REBAR LAP AT FOOTING C AT LINTEL CORNERS D W/ BLOCK WALL REINFORCING SCALE: I/)'=1'-0' SCALE: Imo'=I'-a' SCALE: 1/2'=1'-O' $GALE- 1/2'=1'-0' T.L lE' xT E R f 0 jR 7E" c)c)rr ]E R `7C' C� 7E 1�/�C T [`° T o 12 " JET ; JLW[C� IT L� I `�1C' TJ1�' T-:)' 0I Ll TEXTURED FINISH R -I1 INSULATION MIN R-11 INSULATION MIN. 1/2' GYP. WL. BD. �a 5TUD5 16' O.G. MAX 111 1/2' GTP. WL. DD. y1 L} ANCHOR EOLT W/ 2' WASHER 6ET IN �7 WOOp BASE SECURE f3T_ PLATE TO 13LK W/ ~' ANCHOR BOLT W/ V WA5HER SET IN U ' d 4 ' SIMPSON HIGH STRENGTH EPDXY l' U 6 -MIL POLY ETHYLENE VAPOR EMBED. MIN. 0 32' OC MAX. °a CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE E +5 4' GONG., REIN. W/ 6'x6' +10 LLU•M ON O 6 -MIL POLY ETHYLENE VAPOR ♦� i BARRIER. ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE a di 0 4' 4' - (2) +'S RESAR ON CHAIRS r� 1'_4• I -STORY FOOTING W FRAME WALL SCALE= I/2' e l'-fD' el) •5 REPAIR VERTICALLY WI CONC. q POUR CELL ? 8" CMU FY ,,.•-CURB HEIGHT VARIES L 11 c0 , ° `4' GONG, REIN. W/ /o'xh' �1fD wllt 1 ON (P -1-11L POLY ETHYLEN= VAPOR ♦ DARRIER ON WELL-CCMPACTED CLEAN TERMITE TREATEMENT WALL f3E DORA-GAR.E (2) *5 REDAR ON CHAIRS n u 11'4 I -STORY FOOTING AT GARAGE SCALE: 1/2'= 1'-0' (1) s RESAR VERTICALLY W/ CONC_ FOUR CELL R-4.2 INSULATION z TEXTUR'EG FIN15H +� a" ct-lU 1 —1 WL_ BD. WOOD 15A5E iv 4' GONG., REIN. W/ 6'x6' 010 WUM ON (P -MIL POLY ETHYLENE VAPOR e'er' BARRIER ON WELL -COMPACTED I., •'�' CLEAN TERMITE TREATEMENT SHALL SE ARA -CARE E (3) '5 RESAR ON CHAIRS in4-16- b' 4' 2—STORY FOOTING W BLOCK WALL SCALE: TIE VERTICAL REDAR TO HORIZONTAL REDAR W/ 5' HOOK GROUTED BOND P;EAM V,' 4 'd (2) 05 RF15AR ON CHAIR15 a<1 GAS LINE THRU BL OC,K 2-5TORY !3) 03 REDAR ON CHAIR`S (I) 05 REDAR VF-FTICALLY W/ CONC. POUR CELL �R-4a INBULATION �^iW GNU .� 112' GYP. wL. 13D. 4-1 WOOD DARE a• .,4 111 4' GONG,, REINF. W/ 6'x1' 410 WUJM GTI FOR q. CLEANOUT IO�UIRE47 71 -1 Z Q 6-t`IIL POLY ETHYLFNF VAPOR FOR INSPECTTION GI£R ON TERMD ITE TREATED FILL z B •I., o � 1 V" h 0-0. FIN. FLR. (2) "5 RESAR I-STQRY Ir (3Efl ) Ri3AR 2 -STORY ? I�`i ;• : v ° o LAP VFRT_ DOWEL 4 d 6' PVC CHASE THRU FOOTING a LAPPED W/ BOND SEAI'1 � Ir�.---- � ' , . V , , • 4 Q ° 4 • TO NOTIE VERTICAL ZONTAL£DAR } o: 4 OUTSIDE 5AR TO f3E CONTINUOUS RE(1) w?RESAR AT CORNERS a - —� RESAR W/ S' HOOK. ° W/ 25' LAP MIN.fk +' •� �� �;• ° do d'y;s? �1-$TORY E �! °. O (2) "5 REDO AR ON CHAIR$ ; s O a -STORY (3)'a REf3AR Of -1 CHAIRS 2'-I' MIN. LAP PIPE THROUGH TYP. REBAR LAP !-STORY FOOTING HORIZONTAL/VERTICAL � REBAR LAP AT FOOTING C AT LINTEL CORNERS D W/ BLOCK WALL REINFORCING SCALE: I/)'=1'-0' SCALE: Imo'=I'-a' SCALE: 1/2'=1'-O' $GALE- 1/2'=1'-0' T.L lE' xT E R f 0 jR 7E" c)c)rr ]E R `7C' C� 7E 1�/�C T [`° T o 12 " JET ; JLW[C� IT L� I `�1C' TJ1�' T-:)' 0I Ll 2 -STORY FOOTING 4`A_ WZ FRAME WALL SCALE: 1121=11-V I (1) 15 RESAR VERTICALLY W/ GONG, POUR CELL V CMU z CUR13 HEIGHT VARIES T:0 i A wZ Q 4' GONG., RFINF. W/ 6'xb' ll0 WWM ON ry f9 k $-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED ro CLEAN TERMITE TREATEMENT $HALL t BORA-CARE (3) RESAR ON CHAIRS 4' inU 2 -STORY FOOTING AT GARAGE \`' SCALE: 11'2"=l'-0' PNOT �sE3 GROUTED BOND BEAM VARIF6 PER ELEV. TIE VERTICAL REBAR TO HORIZONTAL s. -0.. RESAR W/ &" HOOK 4 1, YARIEa PER ELEV. V I 7, - GROUTED SONO REAM ' v " q v' a a • iL ° CLEANOUT REQUIRED FOR INSPECTION z . i • h ° 0'-0' FIN. FLR. •': ' °' ° TIE VERTICAL RESAR ' ' d ° °� o ". a • TO HORIZONTAL d q' RESAR W/ 8' HOOF' HORIZONTAL/VERTICAL REINFORCING AT ` BEARING CHANGE I A R C H IT E C TS *Design ro u p I no. 1441 N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 WY1 wabdesigngroup.com AA #: 0003325 TEXTURED FINISH R -I1 INSULATION MIN $TUD8 14-' O.G. MAX 1/2' GYP. WL. BD. �a WOOL) EASE 111 �- SECURE BT. PLATE TO f5LK W/ Wv ANCHOR EOLT W/ 2' WASHER 6ET IN �7 5IMP50N HIGH STRENGTH EPDXY 7' EMDED. MIN. s 32' o(,- MAX. ~' 1-=1 i---= ' 4 4 ' d 4 ' FILM ON ° d• 6 -MIL POLY ETHYLENE VAPOR ♦ ° CARRIER ON WELL -COMPACTED °a CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE E +5 l3) REBAR ON CHAIR$ 2 -STORY FOOTING 4`A_ WZ FRAME WALL SCALE: 1121=11-V I (1) 15 RESAR VERTICALLY W/ GONG, POUR CELL V CMU z CUR13 HEIGHT VARIES T:0 i A wZ Q 4' GONG., RFINF. W/ 6'xb' ll0 WWM ON ry f9 k $-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED ro CLEAN TERMITE TREATEMENT $HALL t BORA-CARE (3) RESAR ON CHAIRS 4' inU 2 -STORY FOOTING AT GARAGE \`' SCALE: 11'2"=l'-0' PNOT �sE3 GROUTED BOND BEAM VARIF6 PER ELEV. TIE VERTICAL REBAR TO HORIZONTAL s. -0.. RESAR W/ &" HOOK 4 1, YARIEa PER ELEV. V I 7, - GROUTED SONO REAM ' v " q v' a a • iL ° CLEANOUT REQUIRED FOR INSPECTION z . i • h ° 0'-0' FIN. FLR. •': ' °' ° TIE VERTICAL RESAR ' ' d ° °� o ". a • TO HORIZONTAL d q' RESAR W/ 8' HOOF' HORIZONTAL/VERTICAL REINFORCING AT ` BEARING CHANGE I A R C H IT E C TS *Design ro u p I no. 1441 N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 WY1 wabdesigngroup.com AA #: 0003325 ■i��vII�Y� t3u1133DIV7 & LOT. I- USCA PLACE V S TH LCAT #88 PROJECT'# 02108,045 »� 892» GARAGE SWING: LEFT PAGE-. MONOLITHIC FICAUNDATIOIST DETAILS/ SEC'�_f'_ICC�1'�TS ARCHITECT= STATE OF FLORIDA 0 2012 AR/IVC 12079 PRINT ]DATE: 03/27/12 SCS: 1 /4„-I1 O11 SHEET D I OiF-2 �a O a r� a q FY ■i��vII�Y� t3u1133DIV7 & LOT. I- USCA PLACE V S TH LCAT #88 PROJECT'# 02108,045 »� 892» GARAGE SWING: LEFT PAGE-. MONOLITHIC FICAUNDATIOIST DETAILS/ SEC'�_f'_ICC�1'�TS ARCHITECT= STATE OF FLORIDA 0 2012 AR/IVC 12079 PRINT ]DATE: 03/27/12 SCS: 1 /4„-I1 O11 SHEET D I OiF-2 PANEL ANCHOR SEALANT �J 3/a" -EXPANSION STRIfi FREE OF MORTAR PANEL ANCHOR 1/4" EXP. BOLT TWO PER ANCHOR WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURP05E5 ONLY. FALL FRAMING CAN GE CONCRETE, MASONRY, WOOF-) 5TLLL OR ANY OTHER STRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION ❑ D Fol SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. D SECURE 2xh MIN. TO BLK W/ (2) V ANCHOR E30LT W/ 2' WASHER SET IN 5IMP50N HIGH STRENGTH EPDXY 4" E115ED. 2xh GARAGE DOOR BUCK W/ (3) 1�'XV J-BOLT5 4' EMBEDMENT MIN. W/ 2'X2'XYa WA5HER AND NUT SPACED EVI=NLY FROM FLOOR TO GARAGI; DOOR HDR. IN JOINT$ PRIOR TO FILLING. 1-2Xh PT BLOCK m CENTER OF DOOR HEADER W/(1)1�'X8,' J -BOLTS 4' FMFzsFPMFNT W/ 2'X2 "XYe,' WASHER AND NUT GARAGE DOOR BUCK ATTACHMENT NOT USED O Cl r LINTEL PLATE 3/e," EXPAN&ION STRIP FREE OF MORTAR LINTEL. SEALANT TO BE MIN. 1/2' DEEB' SEE NOTE 7ri I `- EXPANSION STRIP I` PANEL ANCHOR r LASS BLOCK NOTE: TH15 DIMENSION 15 DETERMINED 5Y THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEI" 18ER ABOVE THE GLA5$ BLOCK, PANEL REINFORCING e EVERY OTHER BLD JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPAN5ION JOINTS GLA55 E�LOGK POSITION (2) 1-1/4" S-4 HEX W45HER HEAD WITH ANTI-CORRO51\,1E COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE TYPE S OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL REINFORCING MORTAR HALT EMULSION 1-3/4" X 20 GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END W/0)l2d0FA. UPRIGHT 2X4 SECURED TO GABLE ENG W/(2)12d O.G. GABLE BLOCKING TRUSS 2x4 5LOCKING 0 EA. RAFTER L-30 EA. RAFTER �- H2.5 EA. RAFTER —2x4 RAFTER 24' O.G. 2x4 FRAMING (TYP) FRAMED OVERHANG 2X4 PFEsL TOP PLATE --- -- 2x4 METAL STUD 24' O.G. 1/2" PRY WALL 2X4 16' O.G. MAX -'--2X4 PT. T BT. PLATE 1/2' A.5 W/ MIN. 7' EMBEDMENT 2" DIA. WASHER }% 32' O.C. MAX 5 RE6AR CONT. (� WOOD FRAME TO BLK. eJ 5CALF: SPARK ARREST PER MANUFACTURER IX2 PT. TOP OF BOX PBL_ TOP PLATF — 2X4 STUD TEXTURED FINISH OvER PAPER BACK FX1P. MET, LATH. W/ ON O.S.B. SHEATHING OR �" CDX PLYWOOD PRE. ENG. TRUSS C A PLAN VIEW SCALE: 112'.1,-0, SIMPSON H-5 (MIN.) A 2x4 TO TRU55 PRE. ENG. TRU55 51`4 OR H-5 TOP PLATE TO 5TUD5 2A -0" Al5v. 10'-0' LEvEL TO ROOF �R 2'-0" ABV. HIGHI=6T RIDGE WITHIN 10'-0" 511-IP$ON H -S (NIN.) fo 2X4 TO TRU55 1 CHIMNEY DETAILS SCALE: 1/2'=1'-0' PRE -ENCS TRUSSES W/ TRUES CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS MAX 51MP50N 1-5TA-12 v EA. JACK STUD, BOTH 51PE5 OF OPENING. 2x $TUD5 ,w 1h" O.G. MAX W/ SHEATHING. SHEATHING TO 11E WITHIN �' OF WINDOW/ DOOR OPENING AND 5ECURE P1=R NAILING SCHEDULE KING STUPE (SEE HEADER SPAN CHART FOR DI=TAILS ANP 5FI=GIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD A56EM15LY TO 5E SECURED ONE PLY m A TIME. USE 12d NAILS, TWO WITHIN Fes' FROM EACH END 4 NO MORE THAN 12' O.G. STAGGERED 5P4 OR H5 'D TOP AND BOTTOM PLATE5 lu EA. FULL LENGTH STUD, 60TH 51DE5 OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE TYP. EXTERIOR WINDOW/ \ e DOOR OPENING WD FRAMED NAIUNC.� SCHEC7UL.E ROOF DIAPHRAGM USE 7/I6' O.S.B. OR 1/2" CDX PLY WITH "8 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 0,5 RING SHANK GUN NAILS AT (b'O.C. AT INTERMEPIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GA5: .F ENP FRAME USE $5 GUN NAILS ,s 4" O.G. EXTERIOR SHEATHING USE 1/1h' D.S.P. OR 1/2" PLY WITH +'S RING SHANK GUN NAILS AT (o" O.G. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4" D.C. TOP 4 BOTTOM PANEL AND "S RING SHANK GUN NAILS AT h' O.G. AT INTI=RMEPIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL Sl; PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAL Fr=QU l Rr=Mr=NT,(3 SIZF HEAD LENGTH PIA. TENSILE STR 8d ROUN1DMODIFIFD 17/8' .113 110,000 mmmm OR T lOd ROUND] IODIFIED 2 I/8' .128 I10,000 OR T W TOP CORD FLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH FND. — NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRU55 STAPLE, NAIL 4 TOOL ASSOCIATION I. 0.113 INCH NOMINAL SHANK DIAMET>=R ROOF SHEATHING 2, RING DIAMETI=R OF m.012 OVER SHANK DIAMETI=R 3. lh To 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER Fa. 2 INCH NAIL LENGTH SDI OF SHEATHING; L,4YTOUT ANF,)ENI,)W 4LL 5F,4G INCA FOR C-445LE EN2 Ei;;;�,4MING; SECURE 2x TO 5LOCK �W/ (2) f3j-," TAPCON6 OR DRIVF PIN (MIN SHANK SIZE .145) (MIN EMBED. 14.) o WITHIN 8' OF EACH FEND AND IS' O.G. MAX m PL SPACING.to `-" 0.5.5. SHEATHING OR -11-1 �" GDX PLYWOOD 1-2x4 5LOCK5 CMU WALL ® ARCH WINDOW FRAME SECTION NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR 5+HEAR 4 UPLIFT (0.5.6. TO 6E STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REaUIRED EXCEPT OPENINGS 's RING, SHANK GUN NAILS m 4" O.C. TOP 4 BOTTOM EDGE$ , a a q) A Ito 0 is PRI TRU° MT5- 1/Ih" 2X4 P Ti'1. PLA- MT5- 32" C PRE • �, ,..,,, ,._.._., TRU56 2X4 D5L. TOP PLATE 2X4 STUD Ih" O.C. 1/1(01 1/2' A.P. W/ MIN, 1' EMBEDMENT LOCATE /o'-8' FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META-Iro 8" CMU WALL KNEE WALL DE'__f'AIL TO BLOCK 2X4X4' SECURE TO TRU55 W/ 3-12< (0'-8' O.C. MAX TYP. 2X4 SECURE TO 2X4 SLK W/2 -12d SECURE TO 5LK W/ META -I& 2'— O" EXT: il8 RING SHANK GUN NAILS h' O.G. IN FIELD -� TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.5.5. TO 6E STRUCTURAL GRADE) "a 2" DECK SCREWS 6'-8' \ O.C. MAX EPGE5 4 12' O.G. " MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND 5EYOND' THICKNESS OF SUB -FLOOR SHEATHINGS TYP. 3/4' T4G 5U5 -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRU5$ D5L. 2X TOP PLATE 2x 61-OGKINGN TOP OF 2X STUD`:+ Ih" O.G. MAX. 2X 5TM. PLATE 3/4' FLOOR DECKING---_, - Lu PRE- ENGINEERED FLOOR TRUSS 2X4 a TOP 4 150TTOM CONT.:: HETA-Ih—'��•�_�-- BL-K. WALL CONTINUOUS 5HEAT1-IING TO BEGIN AT TOP OF BLK. W/ I/4' GAP FROM 5LK, TO O.S.B. HORIZONTAL 2X S.P.F. STRUCTURAL 5LOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN O REMAINING AREA TO 5E SHEATHED FROM GBL. TOP PLATE TO HORIZONTAL BLOCKING. 04 ^SHEATHING P TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF Io' FROM SHEET 5ELOW INSTALL ALL 5HEFT5 W/FACE GRAIN PARALLEL TO 5TUD5 EXT. WALL SHEATHING ! I SCALE: I/2' = I'-0' A R C H Ii T E C T S Desi11 roup nc 441 N. RONALD REAGAN BLVC LONGWOOD, FL 32750 PH: 407-774-6073 FAX: 407-774-4073 vvww.abdesigngroup.com AA #: 0003325 E 11 mmm mmm PR carr NTIC mmmm ROUGH OPENING UP TO W-0*-� - Ai U� W 'i T PRECAST SILL 0 W ._ W <[ SECURE 2x TO 5LOCK �W/ (2) f3j-," TAPCON6 OR DRIVF PIN (MIN SHANK SIZE .145) (MIN EMBED. 14.) o WITHIN 8' OF EACH FEND AND IS' O.G. MAX m PL SPACING.to `-" 0.5.5. SHEATHING OR -11-1 �" GDX PLYWOOD 1-2x4 5LOCK5 CMU WALL ® ARCH WINDOW FRAME SECTION NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR 5+HEAR 4 UPLIFT (0.5.6. TO 6E STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REaUIRED EXCEPT OPENINGS 's RING, SHANK GUN NAILS m 4" O.C. TOP 4 BOTTOM EDGE$ , a a q) A Ito 0 is PRI TRU° MT5- 1/Ih" 2X4 P Ti'1. PLA- MT5- 32" C PRE • �, ,..,,, ,._.._., TRU56 2X4 D5L. TOP PLATE 2X4 STUD Ih" O.C. 1/1(01 1/2' A.P. W/ MIN, 1' EMBEDMENT LOCATE /o'-8' FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META-Iro 8" CMU WALL KNEE WALL DE'__f'AIL TO BLOCK 2X4X4' SECURE TO TRU55 W/ 3-12< (0'-8' O.C. MAX TYP. 2X4 SECURE TO 2X4 SLK W/2 -12d SECURE TO 5LK W/ META -I& 2'— O" EXT: il8 RING SHANK GUN NAILS h' O.G. IN FIELD -� TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.5.5. TO 6E STRUCTURAL GRADE) "a 2" DECK SCREWS 6'-8' \ O.C. MAX EPGE5 4 12' O.G. " MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND 5EYOND' THICKNESS OF SUB -FLOOR SHEATHINGS TYP. 3/4' T4G 5U5 -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRU5$ D5L. 2X TOP PLATE 2x 61-OGKINGN TOP OF 2X STUD`:+ Ih" O.G. MAX. 2X 5TM. PLATE 3/4' FLOOR DECKING---_, - Lu PRE- ENGINEERED FLOOR TRUSS 2X4 a TOP 4 150TTOM CONT.:: HETA-Ih—'��•�_�-- BL-K. WALL CONTINUOUS 5HEAT1-IING TO BEGIN AT TOP OF BLK. W/ I/4' GAP FROM 5LK, TO O.S.B. HORIZONTAL 2X S.P.F. STRUCTURAL 5LOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN O REMAINING AREA TO 5E SHEATHED FROM GBL. TOP PLATE TO HORIZONTAL BLOCKING. 04 ^SHEATHING P TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF Io' FROM SHEET 5ELOW INSTALL ALL 5HEFT5 W/FACE GRAIN PARALLEL TO 5TUD5 EXT. WALL SHEATHING ! I SCALE: I/2' = I'-0' A R C H Ii T E C T S Desi11 roup nc 441 N. RONALD REAGAN BLVC LONGWOOD, FL 32750 PH: 407-774-6073 FAX: 407-774-4073 vvww.abdesigngroup.com AA #: 0003325 E 11 mmm mmm mmmm SECURE 2x TO 5LOCK �W/ (2) f3j-," TAPCON6 OR DRIVF PIN (MIN SHANK SIZE .145) (MIN EMBED. 14.) o WITHIN 8' OF EACH FEND AND IS' O.G. MAX m PL SPACING.to `-" 0.5.5. SHEATHING OR -11-1 �" GDX PLYWOOD 1-2x4 5LOCK5 CMU WALL ® ARCH WINDOW FRAME SECTION NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR 5+HEAR 4 UPLIFT (0.5.6. TO 6E STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REaUIRED EXCEPT OPENINGS 's RING, SHANK GUN NAILS m 4" O.C. TOP 4 BOTTOM EDGE$ , a a q) A Ito 0 is PRI TRU° MT5- 1/Ih" 2X4 P Ti'1. PLA- MT5- 32" C PRE • �, ,..,,, ,._.._., TRU56 2X4 D5L. TOP PLATE 2X4 STUD Ih" O.C. 1/1(01 1/2' A.P. W/ MIN, 1' EMBEDMENT LOCATE /o'-8' FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META-Iro 8" CMU WALL KNEE WALL DE'__f'AIL TO BLOCK 2X4X4' SECURE TO TRU55 W/ 3-12< (0'-8' O.C. MAX TYP. 2X4 SECURE TO 2X4 SLK W/2 -12d SECURE TO 5LK W/ META -I& 2'— O" EXT: il8 RING SHANK GUN NAILS h' O.G. IN FIELD -� TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.5.5. TO 6E STRUCTURAL GRADE) "a 2" DECK SCREWS 6'-8' \ O.C. MAX EPGE5 4 12' O.G. " MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND 5EYOND' THICKNESS OF SUB -FLOOR SHEATHINGS TYP. 3/4' T4G 5U5 -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRU5$ D5L. 2X TOP PLATE 2x 61-OGKINGN TOP OF 2X STUD`:+ Ih" O.G. MAX. 2X 5TM. PLATE 3/4' FLOOR DECKING---_, - Lu PRE- ENGINEERED FLOOR TRUSS 2X4 a TOP 4 150TTOM CONT.:: HETA-Ih—'��•�_�-- BL-K. WALL CONTINUOUS 5HEAT1-IING TO BEGIN AT TOP OF BLK. W/ I/4' GAP FROM 5LK, TO O.S.B. HORIZONTAL 2X S.P.F. STRUCTURAL 5LOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN O REMAINING AREA TO 5E SHEATHED FROM GBL. TOP PLATE TO HORIZONTAL BLOCKING. 04 ^SHEATHING P TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF Io' FROM SHEET 5ELOW INSTALL ALL 5HEFT5 W/FACE GRAIN PARALLEL TO 5TUD5 EXT. WALL SHEATHING ! I SCALE: I/2' = I'-0' A R C H Ii T E C T S Desi11 roup nc 441 N. RONALD REAGAN BLVC LONGWOOD, FL 32750 PH: 407-774-6073 FAX: 407-774-4073 vvww.abdesigngroup.com AA #: 0003325 E G.j W 0 W ._ W <[ U � Q � q 0 U h 0 0 SIUTBDIV 1.0 T: USCA PLACE SOUTH LCAT #38 IPRCJECT# 02108.005 MODEL: "1892" GARAGE SWINGS-: LEFT PAGE: misc. c . DE'T'AILS ARCHITECT= STATE OF FLORIDA MAR 2012 .JA MRS FRIrTWI DATE: 03/27/12 SCALE: SHIMET I� 2 F,2 FI8 #RGLA55 51-IINC � S 2x•4 5LOCKIN� 5ETWT=I=N 2x4 F.3LOCKING BETLUEEN OVER IE FELT PAPER ON TRU55ES AT FIRST TWO BAYS F18ERC�L.ASS SHINGLES - TRUSSES AT FIRST TWO 8AY5 O.S.B. SHEATHING OR 2° -- 4'-O" O.G. (AT SHEATHING OVER X15 FELT PAPER ON 4'-0" O.G. (AT S�-IEATHING GDX PL1'LUOOD SECURED i� 0.5.8. 51-IEATHING OR 2° SEAM&) PER NAILING SCHEDULE SEAMS) c�DX F'LYLUOOD SECUREID PRE -ENG GABLE TRUSS PER NAILING 5CHEDULE PRE -ENG GA SLE TRUSS P.T. 1x2 W/ MTL. DRIP EDGE ---CONT. 2x4 RAT RUN SECUFED UJ/ (2) FI15RGLASS 5HINGLE,5 2x4 5U5 -BANS 2x4 NAILER NTL. 1DRIF' EEDGE CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND 126'5 EACH TRUSS OVER 015 FELT PAPER ON ALUM. SOFFIT 111/ (2)126'c, '� EACH TRUSS � TO SE INSTALLED �-f'IID. POINT OF 0.5.8. SHEATHING OR I° AILUM. SOFFIT TRUSS SPAN, OR 1O O O.G. MAX. 16 STIFI ACK AT ALL UPRIGHTS TO 8E INSTALLED MID. CDX PLYWOOD SECURED OVER 4'-1Q�" HIGH (SEE POINT OF TRU55 SPAN, OR STIFFBAGK AT ALL -SEE ENERGY CODE FORMS PER NAILING 5CHEDULESEALED ENG. FOR SIZE 10'-0" O.G. MAX. UPRIG NTS OVER 4'-10" ` �. FOR INSULATION R -`,VALUES. CONDITION.) HIGH (SEE 5EALED ENG. - ' " GYPSUM BOARD 01 " l` --SEE ENERGY CODE FORMS FOR SIZE 4 CONDITION.) HIGH STRENGTH CLC. � PRE -ENG TRU55 ��� SEE ENERGY CODE FORMS �� 0.5.8. 5HEATH(NG OR 2" FOR INSULATION R -VALUES. I 1 � ~��, � NTL. DRIP EDGE - FOR INSULATION R-vALUES. - r6_ O.S.B. SHEATHING OR 80ARD ~- �" SUM aA O �" NI GDX PLYLUOOD. ATTACHED 1° CDX fi LYWOOD. ATTACHED C b RD i2 2 G PER NAILING SCHEDULE ON �- GYPSUM30A1zD OR 2x4 NAILER \ HIGH STRENGTH CL.G. E'ER NAILING SCHEDULE ON �- 2x4 5UB-BAND STRENGTH CLG. 80ARD SHEET D <" ��' _-_ 80ARD SHEET D� 2x4 � 24" O.G. ,lQ INTERIOR ��-GONG. FILLED LINTEL BLK �/� THICK GOAT �` � KNEE WALL vENTED ALUM. SOFFIT 'I' _ _ ��-CONC. FILLED LINTEL 8LK Ila" THICK, 3 COAT �J/ (U #5 REBAR CONTINUOUS PORTLAND CEMENT PLASTER -� uJ/ (1)5 RE13Af CONTINUOUS'Or'TLAND CEMENT PLASTER - CONC. FILLED LINTEL 8LK OVER EXPANDED GALv'D LU/ (1)a RE8A1' CONTINUOUS EMBED. STRAP VERIFY UJ/ F''EGAST LINTEL METAL LATH ON FORTIFIBER __-_` R-4.2 BATT. IN5UL. OVER EXPANDED GALS D TRUSS PLAN �-- R-4.2 BATT. INSUL. JUMBOTEX GRADE "" DMETAL LATH ON F01�'TIFI�3ER - �--_ PAPER OVER TYvEK �- PRECAST LINTEL UMBOTEX GRApE "D" PAPER Pi�'EGAST LINTEL - WINDOW ATTACHMENT AS WINDOW ATTACHMENT AS OVFzR TYvEK BUILDING WRAP � LUINDOW ATTACHMENT AS THICK, BUILDING WRAP (REFER TO 3 COAT � PER MANUFACTURES STUCCO SPECS FOR � PER' MANUFACTURES (REFER TO STUCCO SPECS PER MANUFACTURES PORTLAND CEMENT SCOMPLETE INFORMATION) PECIFICATIONS 5FEGIFIGATIONS OR COMPLETE INFORMATION) SPECIFICATIONS PLASTER AFPL IED WEEP SCREED DIRECTLY TO PRECA5T SILL WEEzF SCREED FRFCAST SILL (SEE DETAIL 2) PRECA5T SILL MASONRY (1) #rp REBAR VERTICALLY (SEE DETAIL 2) (1) Or;, RESAR VERTICALLY SECURE EAGLE TO 2xe, P.T. (1) 115 RE15AR VERTICALLY LU/ CONC, POUR CELL 5ECURE GABLE TO 2x& P.T. _-___--WI CONC. POUR CELL FOLATE W1 126'5 a" O.G. MAX - UJ/ CONC. POUR CELL 1x2 P.T. FURRING 5TRIP5 PLATE LU/ 12d'S 8" O.C. MAX 1x2 P.T. FURRING aTRl1='S SECURE 2x(o PT. PLATE TO II 1X2 PT. FURRING STRIPS V, O.C. K UJ/ 1 "x9" ANCHOR80LT W/ 16" O.C. SECURE 2x& PT. PLATE TO 2" LUA5HF_fi� SET IN 51MP5ON 8" CMU 8" CMU 8" CMU " HIGH 5TRENGTH EPDXY 711 ° ' _.-----1/2" C��I'P. WL. PSD. 8LK 1.U/ �°xg" ANGI-IOi� BOLT LU/ 1/2" C�'1`P. UJL. PD. 1/2" C�1'P. LUL. �3D. UJOOD 8A5E 2" WASHER SET IN 51MP5ON WOOD SASE EMBED. MIN. 32" OC MAX. WOOF-) 8A5E NIC-�I� STRENC�T�I EPDXY �" . q•. _ EMk3F_D. MIN. Q 32" OG MAX. tea. n. - �. wo 9. 4. THICK/ 3 GOAT I ° : " TNICK, 3 COAT .4 d. I C.+ 1 . 4 E/aA 4 4 PORTLAND CEMENT PORTLAND GEMENT PLASTER AFFLIEF-) PLASTER APPLIED d 4 a DIRECTLY TOd DIRECTLY TO • MASONRY MA50NR I" 1 --STORY GABLE I -STORY I -STORY GABLE W/ VAULT CLG, B LO C K WALLB LQ C K WALL BLOCK WALL SCALE. 3/4" =1'-O" 1 A SCALE: 3/4" 1'_O�, 1 SCALE: _'-3/4`=I'-0'i 2X4: ® 2X4: ® 2X4: DKI SECURE TO 51-OCK W/ SECURE to E3LOCK W/ 31fr,' 5ECURE TO 15L.00K Ul/Y4' TAPCON5 OR DRIVE PIN TAPCON5 OR PRIVE PIN TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .14D (MIN. SHANK 51ZE .145 (MIN. SHANK SIZE .145 MIN. HEAD 51ZE .300 MIN. HEAD 51ZE .300 MIN. HEAD SIZE .300 _ MIN. EMEZDMENT I Y49 MIN. FI"IE3FPMENT 1 Y4') MIN. EI-If'EPT-IF_NT 1 Y4') WITHIN S' OF EACH END 4 WITHIN a' OF EACH END 4 WITHIN a' Cr- EACH END 4 �\ IV D.C. MAX 5PAGING. Ia" O.G. MAX SPACING. 18' O.C. MAX SPADING. 8' CMU 2X(o: ® 2x&: ® 2X6: NOTE: STRUCTURAL 2Y, MUST DRYWALL 5ECURE TO BLOCK W/2-3/(6' NOTE: 5TRUGTURAL 2X ML15T SECURE TO BLOCK W/2- {�' SECURE TO GLOGK W/1-1/4 ' 1'X4' OR I'Y,2" P.T. NAILER TAPCONS OR DRIVE PIN SE ON OUT5IDF 4 SECURED TAPCON5 OR DRIVE PIN NOTE: STRUCTURAL. 2X MUST TAPCON5 OR DRIVE PIN E31= ON OUTSIDE 4 SEGUREp (MIN. SHANK SIZE .14D THROUGH NON-5TRUCTURAL (MIN. SHANK SIZE .145 BF ON OUTSIDE 4 SFGURI=D (MIN. SHANK 51ZE .145 THROUGH NON-STRUCTURAL Ix4 P.T. OR 5/4'X4" MIN. SECURE MIN. HEAD SIZE .,P00 3/(6- TAFCON MIN. 1-Y4' MIN. HEAD SIZE .300 THROUGH NON-5TRUGTURAL. MIN. HEAD SIZE 3ME1S FDMENT INTO 00 EM TAPCON MIN. I-5 LOGK. THRU FRAME 4 EXTEND 144' MIN. EMBEDMENT I Y4') EMBFDMENT INTO 13LOGK. MIN. FMt3EPMENT I Y4') W6' TAPCON MIN- 1-Y4' MIN. FMBEPMENT 1 Y4') INTO I5L.OGK W/ 3fb' TAPCON5 WITHIN a' OF EACH END 4 a' GMU WITHIN a' OF EACH END 4 EMBEDMENT INTO E3LOGK. WITHIN a' OF EACH FEND 4 OR DRIVE PIN IS" O.C. MAX 5PAGING. , V O.C. MAX SPAG INCy. ,_ 18' O.C. MAX SPA( MG . � CMU TYvEK E�UILDING WRAP (MIN. SHANK SIZE .145 PR7WALL S GMU 'DRYWALL MIN. HEAD 51ZE 300 2X8: ® 2X8: I 2X5: - 1'X4" OR I"X2' P.T. NAILER DRYWALL 1'X4' OR 1'X2' P.T. NAILER FORTIFIBER SDG PAPER WITHIN EMBEDMENT 1-Y4' SECURE TO BLOCK Wit-3�f6" SECURE TO BLOCK W/2-3{�' SECURE To �LOGK W/I-1/4 WITHIN a' OF EACH END 4 IS' TAPCONS OR PRIME PIN 0.6.5. X 4' MIN. TAPCON5 OR DRIVE PIN �- I'X4' OR I'XV P.T. NAILER TAPCON5 OR DRIVE PIN �'-j(' 0.5.1. X 4' MIN. O.G. MAX SPACING (MIN. SHANK SIZE .145 -DOOR CASING (MIN. SHANK 517F .146 -DOOR CASING (MIN. SHANK SIZE .14D AL v'D NTL. AT i i MIN. MEAD 51XE .300 MIN. HEAD 61ZE .300 _ MIN. HEAD 517E.300 `-DOOR CASING -DOOR CASING --POOR JAMB OR WINDOW -DOOR JAMES OR WINDOW -DOOR JAM15 OR WINDOW MIN. EMB=PMFNT I Y4') MIN. EMSEPT TENT I Y�'J MIN. FMtSEDMENT I Y#'> " � 4 ---POOR JAMB OR WINDOW WITHIN a' OF EACH ENP 4 ATTACH TO 2,c PER WITHIN a' OF EACH END 4 ATTACH TO 2X PER WITHIN a' OF EACH END 4 ATTACH TO 2X PER �/U TEXTURED ATTACH TO 2X PER IS' P.C. MAX SPACING. MANUFACTURES DETAILS. la" O.C. MAX SPACING. MANUFACTURES DETAILS. la' O.C. MAX SPACING. MANUFACTURES DFTAIL5. x FINISH '@ LUOOD MANUFACTURES DETAILS. UJOOD -r/ " 5 " ' CONSTRUCTION � �� TO �� M Ip WALL NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NI+EDED TO PLUMB JAMB !DO NOT EXCEED Y4) NOTE: SHIM A5 NEI=DED TO PLUME )AMU !DO NOT EXCEED Y4) NOTE: SHIM A5 NEEDED TO PLUME JAMB (DO NOT EXCEED Y.#") \ uJEEP S =REED DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-1511_6 " DOOR JAMB TO BLOCK +0" DOOR JAMB TO BLOCK +3-'7/1G" - WINDOW �I'0 BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +1-15 WINDOW TO BLOCK +3" ��_WINDQW��l BLOC;KSCALE: I'=1'-0' aC4LE: I=1-05GALE: I"=1' -0'L1=: 1"=1'-0' j CC 2X4: CEI 2X4: ® 2X4: [E] 2X4: -a" cU SECURE TO BLOCK W/ 3f�' 5ECURE TO BLOCK W/ �,(6° SECURE TO B1 OGK W/ 3f�' SECURE TO BLOCK W/Y4' TAPCON5 OR DRIVE PIN TAPCON5 OR DRIVE PIN TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN TEXTURED(MIN. SHANK SIZE .145 (MIN. SHANK SIZE .14D (MIN. SHANK SIZE .145 (MIN. SHANK 51ZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE 30f0 MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 \ MIN. EMBEDMENT I Y4") MIN. EM5EDMENT 0/4') MIN. EMl✓sEPHENT I Y4') J MIN. EMEsEPMENT I Y4') WITHIN a' OF EACH END 4 WITHIN a' OF EACH ENP 4 WITHIN a' OF EACH END 4 I \ NOTE: STRUCTURAL C MUST WITHIN a' OF EACH END 4 IV O.C. MAX 5PAGING. 15' O.C. MAX SPACING. la" O.G. MAX 5PAGINGTHROUGH NON-STRUCTURAL . BE ON OUTSIDE 4 SFGURIV O.C. MAX 5PAGING. 2Xh: ® 2x&: ® 2X�: 1=1 3fb' TAPCON MIN. 1-Y4' 2X6: SECURE TO E5LOCK W/2-3(6' SECURE TO BLOCK W/2 -%b' NOTE: STRUCTURAL 2X MUST 5ECURE TO 5LOCK W/2-3(�,' EME5EDMENT INTO FLOCK. SECURE TO BLOCK W/1-1/4' TAPCON5 OR DRIVE PIN TAFCON6 OR DRIVE PIN ESE ON OUTSIDE 4 5EGUREP TAPCON5 OR DRIVE PIN TAPCON5 OR DRIVE PIN NOTE. STRUCTURAL 2X MUST (MIN. SHANK 51ZE .145 (MIN. SHANK 51ZE .14D THROUCaH NON-5TRUGTURAL. (MIN. SHANK 51ZE .145 a' GMU (MIN. SHANK 51ZE .145 5E ON OUTSIDE 4 SECURED IN. I DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRCTURALMIN. HEAD 51ZE 300 MIN. HEAD 51ZE.300 3f6' TAPCON 4" MIN. HEAD 517E .300 SCREED MIN. 1=Mk3EDMENT I Y4'J MIN. EMBEDMENT I Y4') EMBEDMENT INTO E5LOCK. MIN. EmoEDMI=NT I Y4') 1"X4' oR I'X2' P.T. NAILER MIN. EMBEDMENT 1 Y4') %'TAPCON MIN. I -Y4" 1 WITHIN S' OP 1`AGH END 4 WITHIN a' OF EACH END 4 - a, GMU WITHIN 5' OF FACH END 4 WITHIN V OF EACH END 4 ENE5EDMENT INTO 15LOCK. DET AIL �" la' O.G. MAX SPACING. la' O.C. MAX 5PAGING. IF,` o.c. MAX SPACING. 2ND 2X SECURE TO la' P.G. MAX 5PAGING. �� _IIJ JL + 1 8' GMU -Ya' DRYWALL STRUCTURAL MI=NEER W/(2)126 8' GMU B LO f i C l� V O �+ Ul f CTI 0 N 5ECURE TO BLOCK W/2-3A_h' �` IIXDRORALL X2' P.T. NAILER SECURE TO BLOCK W/2 -%i ' '-12xa: 2X5:'X4' OR 1'X2 P.T. NAILER SECURE TO BLOCK W/2 -3f5' WITHIN 8' . MAX=ADH END 4 (o' SECURE TOR DRIVE W/1-1/4' DRYWALL TAPCON5 OR DRIVE PIN TAPCON5 OR PRIVY PIN 1' P.T. X 4' MIN. TAPGON5 OR DRIVE PIN TO 8 OC.. MTAI CONS OR DRIVE PIN 1 /4 OR i Y2 P.T. NAILER f--� " i " (MIN. SHANK SIZE .145 '`-DOOR CA51NG (MIN. 5HANK 51ZE .145 -DOOR CA51NG (MIN. SHANK 51ZE .145 --- DOOR CA51NG MIN. SHANK 517E .145 `� \--I' P.T. Y, 4" MIN. SCALE: 1 I/2 = 1 -� MIN. HEAD SIZE 300 MIN. HEAD 51ZE .30(0 MIN. HEAD 517E.300 MIN. HEAD SIZE 300 \_ DOOR JAMB OR WINDOW '-DOOR JAMi� OR WINDOW `-DOOR JAM>5 OR WINDOW DOOR CASINGS MIN. F1"1BFPMFNT 1 Y4') MIN. EMBEDMENT 1 Y4') MIN. FME3EDMENT 1)/41) MIN. EMGEPMENT 1 Y4') ATTACH TO 2X PER ATTACH TO 2X PER ATTACH TO 2X PER � � pooR JAMB OR WINDOW WITHIN S OF EACH END 4 MANUFACTURFS DETAILS. WITHIN a OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8 OF EACH END 4 MANUFACTURE :5 DETAILS. WITHIN a' OF EACH END 4 ATTACH TO 2X PER IS' O.G. MAX SPACING_ la' O.C. MAX 5PAGING. 18 O.G. MAX SPACING, Ial O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM A5 NEEDED TO PLUMB JAMES !DO NOT EXCEED Y4') NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUME JAMS (DO NOT EXCEED Y4') NOTE: SHIM A5 NEEDED TO PLUM15 JAMES (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/2`�" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOORJAMB TO BLOCK_ +3 3/4" WINDOW TO BLOCK +1-1 WINDOW TO BLOCK +2 1/4" cor, WINDOW TO BLOCK +3 WINDOW TO BLOCK +3 ., 4 SCALE: ►'_►'-�' SCALE: I'=I'-O'SCALE: 1"=1'-0' �11 SCALE: 1"=1'-0' A R C H ITEC T S Design roup Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com IL AA #: 0003325 i�rrirr TUSCA PLACE SOUTH LOT #88 ]PROJECT# 02"108.005 mo 11)E I=: "1892" OARAQE SWING: LEFT PAGE: MONOLITHIC I- STORY WALL SECTIONS :l0`1+ES ARCHITECT: STATE OF FLORIDA AR .JAM CANTWELL A NO 12079 PRINT DATE: 03/27/12 SCBE: 1/4�a-1�_0» SHEET G Q, W ILI C z � R, Q � v p i�rrirr TUSCA PLACE SOUTH LOT #88 ]PROJECT# 02"108.005 mo 11)E I=: "1892" OARAQE SWING: LEFT PAGE: MONOLITHIC I- STORY WALL SECTIONS :l0`1+ES ARCHITECT: STATE OF FLORIDA AR .JAM CANTWELL A NO 12079 PRINT DATE: 03/27/12 SCBE: 1/4�a-1�_0» SHEET FIf�5E1RGLA55 SHINGLES F18EP(:�LA55 SHINGLES OVEi� #15 FELT PAPER ON OVER 015 FELT PAPER ON ��. 2x4 BLOCKING BETWEEN SHEATHING OR -1/1(0" O.S.B. SHEATHING OR 211 TRUSSES AT FIRST TUJD BAYS CDX PLYWOOD SECURED CDX PLYWOOD 5ECURED � O O.C. CAT 5I-IE,�T�-IfNC� FER NAILING SGHEDUL.E —� PER NAILING SCHEDULE SEAMS) MTL. DRIP EDGE PRE -ENG GABLE TRUSS MTL. DRIP EDGE - 1 �. 2x 5U 3 -BAND CONT. 2x4 RAT RUN SECURED SEE ENERC-lY CODF FORMS UJ/ (2) 12c1's LACI -1 rtRU55 2x4 5UF'--BAND FOR IN5ULATION R -VALUES. ALUM. SOFFIT a" C11-PSUM BOARD OR 211 STIFFBACK AT ALL. VENTED ALUM. HIGH STRENGTH CI. -G. UPRIGHTS OVER 4'-1011 SOFFIT BOARD HIGH (SEE SEALED ENG. DOUBLE TOP PLATE TUJ15T STRAP VERIFY W1FOR SIZE 4 CONDITION) WINDOW HEADER SIZE TRUSS PLAN SECURE 2x4 PLATE TO —SEE ENERGY CODE FORMS VARIES PER WINDOW FOR INSULATION R -VALUES. OPENING SEE HEADER WALL UJ/ �11x�" THRU-DOLT5 SPAN CHART FOR�32 O.C_ MAX THEN FC•�YPSUM BOAi�D OR 211 1 DETAILS �— SECURE G A3L E TO 2x4 1� 0.5.8. 5HEn/,THING OR2 1,1.1INDOW ATTACHMENT AS PLATE W1 12d'S 8" O.C. MAX BIOAi�ORENGTH GLG. GF -)X PLYWOOD. PER MANUFACTURES OR ATTACHED PER NAILING SPECIFICATIONS SECURE GABLE TO DBL DOUBLE TOP PLATE SCHEDULE ON SHEET D5. -- TDP PLATE W1 SIMPSON OAT WINDOW SILL HTC4 1W 24" O.C. MAX � 71/15THICK, 3 C PORTLAND GEMENT 2x STUDS @ Iro" O.C. MAX llJ/ WINPOOW HEADER SIZE WfNDOUJ ATTACHMENT AS PLA5TER OVER R-11 BATT. INSUL. MIN. VARIES PER WINDOW I— FER MANUFACTURER EXPANDED GALV'DII TSUBFLoOR CLUED OPENING SEE HE ApER SPAN `` SPECIFICATIONS METAL LATH ON AND NAILED AS PER , CHART FOR DETAILS WINDOW SILL FORTIFIBER JUM50TEX O.S.B. SHEATHING OR GRADE IIP" PAPER OVER NAILING SCHEDULE 1� CDX PLY�UOOD. 2x STUDS 1&II O.C. MAX W1 TYvEK BU IL.D INC WRAP ATtAGHE)=7 PER' NAILING - R-11 BATT. INSUL. MIN. (REFER TO STUCCOSCHEDULE ON SHEET D5 -11 Si�EGS FOR COMPLETE r, _ T C SUBFLOOR r LVED / I/a?THICK, 3 GOAT AND NAILED AS PER INFORMATION) PORTLAND CEMENT PLASTER NAILING SCHEDULE NOTE: 51---IEATHING MUST EXPANDEp CzALv'D _ NOT BREAK 11-0" MIN.`—PRE-ENC- FLOOR TRUSS METALLATH ON FORTIFIBER FROM 2ND FLR L INE_ (INSTALL PER MFG. SPECS.) JUM50TEX GRAPE "P" PAPER 2x4 DONT. TOP AND 4vJ — �II r �` �II OVER TYvEK 1�UILDING WRAP BT. OF FLR TRU-55 (TOP l�'PSUM BO, tRD OR 2 (RF-FER TO STUCCO 5FEC5 N(GI-I STRENCTN GLC. FOR COMPLETE INFORMATION) 2x4 SUPPORTS BT BOARD NOTE: SHEATHING MUST - PRE -ENC. FLOOR TRUSS PLATE OF 2ND FLR, �,T, _ `� (1NSiALL PER MFG. SPECS_) —CONC. FILLED LINTEL. BLK NOT BREAK 1'-O" MIN. `�. 2x4 I5 FOR WALL # °, GYPSUM BOARD OR SHE x4 15 NAfLE L W/ (1) 5 REBAR CONTINUOUS FROM 2ND FLR LINE a — R-4.2 BATT. INSUL. 2x4 CONT. a) TOP AND �� NIGH STRENGTH CLC. WEEP SCREED PRECAST LINTEL BT. OF FLR TRUSS (TOP _ BOARD (SEE DETAIL 2A) 2x4 SUPPORTS BT \ �`-GONG. FILLED LINTEL BLK WINDOW ATTACHMENT AS PLATE OF 2ND FLR, BT. EMBED. 5TRAP VERIFY PER MANUFACTURES -� W/ (1) #5 REBAR CONTINUOUS W1 TRUSS PLAN 2x4 15 FOR WALL SPECIFICATIONS SHEATHING NAILER) F='RECAST LINTEL �/a" THICK, 3 GOAT PORTLAND GEMENT PRECAST SELL# TLYWEEP SCREED WINDOW ATTACHMENT AS PLASTER' APfi='LIED (1) 5 REBAR VERTICALLY PER MANUFACTURER DIRE PFL TO W1 CONG. FOUR CELL. (SEE DETAIL 2A) 1� SPECIFICATIONS MASONRY 1x2 P.T. FURRING STRIPS PREcnST SILL iJ' 1�" O.C. EMBED. 5TRAF VERIFY 2 —STORY W1 TRUSS PLAN (1):05 REBAR VERTICALLY FIRST FLOOR ,� �° cMU � „ lU/ CONC. POUR CELL BLOCK SECOND 1/2 G�r'�'. WL. BD. 1�oRTLANp CEMENT - :. l� 2 P.T. FURRING STRIPS WOOD BASE VO.C. F'LC� � R FRAME DIRECTLY APPLIED DIRECTLY TO all CMU SCALE: 3/4`=1'-0` 4 MASONRY 1/211 3 YP. WL. BD. .: �.. • 2—STORY —5 F � R � �ABLE BASE ° FIRST" FLOOR l 4 4BLOCK SECOND 1. :.....:� FLOOR FRAME v A, 1A � ••• . SCALE: 3/4"=l'-0` ♦ ° n♦ ♦ d F 0.5.5, SHEATHING OR 211 CDX 2x 5TWD5 /4�) 16" O.C. MAX W1 PLYWOOD. ATTACHED PER R-11 BATT. IN5UL. MIN,— -. NAILING SCHEDULE ON SHEET 2x STUDS a) loll D.C. MAX W1 0.5.8, OR 2" GDX 311 D5 R-11 BATT. INSUL.. MIN. �TYVEK BUILDING LURA T SUBFLOOfi� GLUED _ �/8" THICK, 3 COAT PORTLAND 311 AND NAILED AS PER CEMENT PLASTER OVER _ T C SUk�FLOOR GLUED FDRTIFfBER NAILING SCNEDUL.E — EXPANDED C-4ALV'D METAL LATH AND NAILED AS PER BLDG F'A�'Li� NAILING SCHEDULE ALv'D NTL. LATH ON FORTIFIE3ER JUMBOTEX GRADE IID" fi AF'EF'. OVER TYVF< I/8" TEXTURED F3UIL. ANG WRAP (REFER TO FINISH Q W001D ' STUCCO SPECS FOR COMPLEWOOD ya" TO 5/al' MID WALL - INFORMATION) TE CoN,5TRUCTION WEEP SCREED — 2x4 CONT. �� TOE' AND BT. OF FLR TRU55 (TOP 2x4 SUPPORTS BT PLATE OF 2ND FRE -ENG FLOOR TRUSS PRE -ENC-; FLOOR TRUSS FL.F'., BT. 2x4 IS FOR WALL • CJ�'I CI IU SHEATHING NAILER) a �—&" GYPSUM E30ARD OR ° SIMPSON HETA-1� EM�3ED. � WEEP SCREED 2 5/8" TEXTURED STRAP 32" O.G. MAX VERIFY HIGH 5TRENGTH GLC. (SEE DETAIL 2A) ' W1 TRUSS F=LAN BOARD FINISH MASONR�r' II ` 0 111 EMBED. STRAP VERIFY' GYP5UM BO; -�RD R W1 TRU55 ELAN � CONC. FILLED LINTEL BLK a W/ (1) #5 REBAR CONTINUOUS NIGH STRENGTH CLG . BOARD —a" THICK, 3 GOAT PORTLAND G EMENT PL.45TER APDL IED WEEP SCREED DIRECTLY TO MASONRY FLUOR CONNECTION Al' PARALLEL/ DETAIL G -FOOD TO PERPENDICULAR PRE, ENG- FLOOR TRUSS Q BLOCK COI°��° EC TIO I� SGAL.E: 3/4"--z 1 SGAL.E: 1 1/2"- I'-0" A II C H I T E C T 3 Design roup G,n�. 1 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ►iv mabdesigngroup.com AA #: 0003325 00 SU131DIV, Sc ]LOT: TUSCA PLACE SOUTH LOT #38 02108.005 m0]1>1EI.: 1892" GARAGE :9W11r9G: LEFT ]PAGE: MONOLITHIC 2— STORY WALL S E C r -r' `lJ' U-1`1 1'T S ARCHITECT - STATE OF FLORIDA MAP '1Z ,.JAMS iC NTWE PRWT T DATE; 03/27/12 SCS: 1/4"-11_077 sHE:ET D A 1 �iv, 19 w G a 1 Wv � o q U �f SU131DIV, Sc ]LOT: TUSCA PLACE SOUTH LOT #38 02108.005 m0]1>1EI.: 1892" GARAGE :9W11r9G: LEFT ]PAGE: MONOLITHIC 2— STORY WALL S E C r -r' `lJ' U-1`1 1'T S ARCHITECT - STATE OF FLORIDA MAP '1Z ,.JAMS iC NTWE PRWT T DATE; 03/27/12 SCS: 1/4"-11_077 sHE:ET D A 1 �iv, .NOTE: NAIL 5NEATNINC-4 TO ALL. 2X AS FEE E; -T. 5NE!TNINCi NAILING, 8d 4" O.C. MAx rzUGE5 4 (o"-8" O.C. t' lA C IN THE FIF=L ) PRECAST HEADER(MIN)-- -_____ __.tea 2 X 4 (MIN 2 X 3) 1-3/1h TAPCON OR PRIvE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') V FROM EACH END AND la',K� - 7 O.G. MAX. MIN 1-1/4' EMBEDMENT�� 2 >, G-, (MIN 2 X 3) 2-3/16 TAPCON�T OR DRIVE PIN (MIN SHANK SI?E.145u;� MIN HEAD 51ZE . 300 MIN EMBEDMENT 1 1/4') S' FROM EACH END ANP 1a' O.C. MAX. MIN 1-1/4' EM5EDMENT 2 X 5 (MIN 2 X 3) 2-3/1(o TAPCON 1 OR DRIVE PIN (MIN 5HANK 517E.145 MIN HEAD 51ZE .300 2X4 SOLID FLOCKING MIN EMBEDMFNT 1 1/4') SECURE TO SHEATHING W/ a' FROM EACH END AND IS' MIN. 2-12d PER i LK. EA. ENG O.C. MAX. MIN 1-1/4' EM15EDMFNT 1/10' OSF SHEATHING CMU WALL ARCHWAY DETAIL 16" AND UNDER 1 SCALE: 112'=V-0' DBL. TOP PLATE 2X4 I�' O.C. MAX. SECURE 2X4 TO WOOD W/2 -12a p 6'-5' P.G. STAGGERED SECURE 2X4 W/ 2-3i ' TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD 51ZE .300 MIN. EMBEDMENT 0/4' UJ/IN V EA. END NOT TO EXCEED 15, O.C. MAX 2X4 SOLID 5LOCKING SECURE TO SHEATHING WITH MIN. 2-12c1 PER E31 -K. EA. ENP EXTERIOR ARCHWAY SCALE: 1/2' = P-0' ( 1� )r,' O.S.B. OR4' PLYWOOD 5HEATHING 015 BLDG. FELT (� 24" WIDE 26 GA. GALVANIZED METAL FLASHING MUST ADD D13-10, 36" WIDE AND AND MUST BE A MIN 24' WIDE METAL. FIBERGLASS SHINGLES PRE- AB TRU55 1/2' GLC. POARD 4 tEXt. SIMPSON 5P4j 2X4 DPL. TOP PLATE a EVERY 1/2' DRYWALL OTHER STUD 2X4 WOOD STUDS o1&' O.G., U.N.O. ON TRU55 PLAN 2X4 CONT. 5TRF-55 BLOCKING MID -WALL 2X4 PT. PLATE 51MP50N $P4 fD 32' O.G. MAX 1/2'X9' A.B. 32' O.G. 7' EMBEDMENT ? CONC. SLAB "�2 CONT. 1—STORY INT. BEARING WALL ( I _f_1 - SCALE: I/2' =1' -0" NOTE: FOR WALLS W/NO UPLIFT OR HA5 FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. DBL. TOP PLATE 2X4 16" O.G. MAX SECURE 2X4 W/ 24fi,' TAPCON5 OR DRIVE PIN (MIN. 5HANK 51ZF .145 MIN. HEAP 51ZE .300 MIN. EMBEDMENT I Y4' W/IN V EA. END NOT TO EXCEED IV O.G. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER BLK. EA. END EXTERIOR ARCHWAY WITH WINDOW SCALE: 1/2"= I'-0' PRECAST HEADER(MIN)--__ EXISTING BLK ABY. 2 X 4 (MIN 2 X TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 1/4' TEXTURED FINISH 2 X �, (MIN 2 X, 3) 2-3/1(o TAPCON/S' TEXTURED FINISH MIN HEAD 51ZE .300 MIN EMBFDMENT 1 1/49 a' FROM EACH END AND la' 7/16' OSk3 SHEATHING O.C. MAX. MIN 1-1/4' EMDEDMENT 2 XC- (MIN 2 X 3) 2-3/1& TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAP SIZE 300 2 X 4 la" O.C. MAX. MIN EMBEDMENT 1 1/4") p' FROM EACH END AND 18' (WHEN OVER Inc' IN HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X& (MIN 2 X 3) 2-3/10 TAPCON 2 X 4 (WHEN OVER I(o' OR DRIVE PIN (MIN 5HANK SIZE.145 MIN HEAD SIZE 300 1/16' 0513 SHEATHING MIN EMBEPMENT 1 1/49 2X4 1b" O.C. MAX. V FROM EACH END AND 18" (WHEN pyER 1(o' IN HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT _ 2 X SOLID PLK'G Q ARCH 2X4 5OLID BLOCKING SECURE TO 5HEATHING W/ V FROM EACH END AND la" MIN. 2-12d PER DLK. EA. END ARCHWAY DETAIL 16 AND UP SCALE: 1/2"=1'-0' r�'�CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRU55 DOU51_E TOP PLATE 2x CONTINOU5 STRES5 5LOGKING MID WALL 2x 5TUD5 v 1(o" O.C. MAX J' T 4 G SUPFLOOR GLUED AND NAILED A5 PER NAILING SCHEDULE 16T FLOOR STUDS TO 2ND FLOOR STUDS 31MI SON MSTA-36 w 32" O.C. MAX PRE -ENG FLOOR TRU55 DOUBLE TOP PLATT= 2x CONTINOU5 5TRE35 BLOCKING MID WALL 2x STUDS a 16" O.C. MAX 1%2' GYP. WL. 5r). SECURE BT- PLATE TO SLAB W/ �'x9' ANCHOR DOLT W/ 2' WA5HER 5ET IN 51MP50N HIGH STRENGTH EPDXY I' EM5EP. MIN. SIMPaON 5P4 m 32' O.G. MAX \ ' ` INT. 2—STORY L.B.W. SCALE: 1/2"=1'-0' PRE -ENG TRU55ES OR CONY. FRAMED RAFTF R5 ' 0.5.5. 5HEATHING OR CDX PLYWOOD 5ECURED PER NAILING 5CHEDULE 2x4 BLOCKING UNDER WALL STUD& SCURE FFTWEEN TRUSS BAY5 W/ (3) 12d's EACH END 2x DOUBLE TOP PLATE 5TUD5 1@ 16' O.G. MT6-12 1w EVER 5TUP 2X4 BT. PLATE DORMER ATTACHMENT SCALE: I/2' =v -0' pf5l_ TOP PLATE SECURE 2 X RIP TO FIT W/2 -12d$ 6"-S' O.C. MAX. "�-- 7/8' TEXTURED FINISH -1/16' 0,615 SHEATHING 2 X 4 1&' O.G. MAX. (WHEN OVER 16' IN HIEGHT.) 2 X 4 (WHEN OVER I&' IN HIEGHT.) —1/4' TEMPERED MA50NITE GLUE 4 NAIL W/ad'5 S"-12' O.C. IF NEEpEP. 2 X SOLID 5[_K'G � ARCH SECURE W/2 -12d EACH ENCS ATTACHMENT PER MANUFAGTURER'5 5PEC'S. MTI__ WDW FRAME *NOTE: NO GAP Q WDW FRAME TO EXCEED 1/4' ARCHWAY DETAIL CUTAWAY (A 2 X 4 (MIN 2 X 3) TAPCON OR DRIVE PIN (MIN SHANK 6IZE.145, MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') S' FROM EACH END AND la' EXISTING BLK ABY. P.C. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X �, (MIN 2 X, 3) 2-3/1(o TAPCON/S' TEXTURED FINISH OR DRIVE PIN (MIN 5HANK SIZE.145 MIN HEAD SIZE .300 7/16' OSk3 SHEATHING MIN EMt3ERMENT 1 1/4') 8' FROM EACH END AND 18 2 X 4 la" O.C. MAX. O.C. MAX. MIN 1-1/4' EMDEDMENT (WHEN OVER Inc' IN HEIGHT.) ~ 2 X 4 (WHEN OVER I(o' 2 X 8 (MIN 2 X 3) 2-3/16. TAPCON Imo" IN HEfGHTJ OR DRIVE PIN (MIN 5HANK 61ZE.145 MIN HEAD 51ZE _ 2 X SOLID PLK'G Q ARCH .300 MIN EMBEDMENT 1 1/41) SECURE W/2 -12d EACH ENP V FROM EACH END AND la" ATTACHMENT PER P.C. MAX. MIN 1-1/4' EMBEPMENT MANUFACTURER'S SPEG'S. — MTL WPW FRAME 1/4' TEMPERED MA50MITE 'NOTE' NO GAP m WDW FRAME GLUE 4 NAIL W/ed'5 a'-12' O.G. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL CUTAWAY SCALE: 1/2'=1'-0" ASPHALT SHINGLES OVER $1 15 FELT ON 1/1&' 0.5.E. PRE -ENG GABLE TRU55 SP1= 5TIFFr✓5ACK (SEE 5EALD ENG. PACK FOR SIZE 4 CONNECTION) 2x4 5PF BLOCKING BETWEEN TRU55E5 AT FIRST TWO BAY5 4'-0' O.C. (AT SHEATHING \ 5ECURED W/ (2) 12d's EACH TRU55 — (2) 2x4 112 S.Y.P. DIAGONAL 5RAGE W/ (3) 12d's Q EACH TRU55 (DIAGONAL \ X -BRACING TO COVER 5-TRU55E5 9' GYPSuM BOARD OR° HIGH 5TRENGTH CLC. NOTE: BOARD PIAGONAL BRACE v CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO E5E � ANY SPAN 15'-0" OR GRATER REFER TO TRU55 ENG. FOR ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT. 0'-0' TO 30'-0' (1) X -BRACE 30'-1' TO 60'-0' (3) X -BRACE (1) X-PRACE w CENTER AND (2) BRACE DIVIDEP EQUALY FROM CENTER TO ENP GABLE X—BRACING SCALE: 1/2 I'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER 51ZE MIN. (3) 12d NAIL5 OR MIN. (4) loci GUN NAIL5 lxro COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAIL5 OR MIN. (4) 10d GUN NAIL5 2x RAFTERS ixa NAILER SECURE to TRU55E5 BELOW LU/ (2) 12d NAIL5 OR (3) IOd GUN NAIL5 fQ EA. TRUSS RAFTER TO TRU55 MTS -12 CREATE VOID FOR 5TRAP PENETRATION ROOF DECKING OVER PRE -ENG TRU55E$- PRE-ENG, TRU55- ALTERNATE CONNECTION MSTA-24 RAFTER TO 5LK'G l-3ETWEEN TRI$5E5 FIBERGLASea 5HINGLE5 OVER 0 15 FELT ON 1/165' 0.5.5. 1 � CONV. FRAMED ROOF 0'-0' TO 30'-0' (1) 'X' f3RACE 30'-1' TO &0'-0' (3) 'X' DRACE N 'X' BRACE �@ CENTER) (2 'X' BRACE PfVIPED 1z=AL-Y FROM CENTE=R TO )=ND) (2) 2X4 02 SYP DIAGONAfL BRACE ---� W/ 3-12d v EA TRU55 ( DIAGONAIL BRACE TO COVER 5-TRU55E5 2X4 BLOCKING FIRST 2 PAYE AT 5HEATHING SEAMS (2) 10d NAIL5 EA END TO TRUSS 5PF STIFF15ACK (5EE 5EALD ENG. PACK FOR SIZE 4 CONNECTION) 7/I(o" 05B SHEATHING USE ad NAILS At 4" o.c. EDGE 4 6" o.c. FIELD 2X4 W/ 3/a' X 5 LAG X32' O.C. Mf OR 51MPSON M5TA-24 A) 32' O.C. M SHEATHING NAILING TO BE &'-a' O.C. IN FIELD 4' O.C.'WALL EDGE5 W/ad NAIL5 GABLE E] SCALE: 1/2"=1'-0' I AN1DINC, F.F_ LANu G FINISH a LANpINr- 3/4" PLYWOOD F.F. TRUSS 24' a.c. 1/2' CLG. k30ARD NAIL CONT. RAT RUN TO TRU55 W/ (2) 12d v EA. TRU55 2X4 SYF RAT ADJACENT TO DIAGONAL BRAGS. DBL TOP PLATE 2X4 STUD 16" O.C. MAX. 12" N 11-15 UPLIFT SIMP50M HT5M20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCON5 TO CONT POURED LINTEL +' 1900 UPLIFT (2) 51MP50M HTSM20 INSTALLED ON OPP05ITE FACE5 OF FLOCK WALL W/10 10d TO TRUSS ,AND (4) 1/4' x 2 1/4' TAPGON5 TO CONT -POURED LINTEL PRE -ENG TRU65 CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2' APART 1��I'RUS ANCHOR RETROFIT N.T.5. 3/4" PLYWOOD UATH DETAIL 4 12-p COMMONS NA14-FD THRU ]3/4 PLYWOOD INTO EACH STRINGER _ 3-2x12 5YP 5TRINCiVR I DL3L 2X)2--- REINFORCED X12 - REINFORCED W12X4 SPF�LOOR JOIST W/CONT, 51HFAp OF 5U5 -FLOOR ADHF51vE - I=L -400 OR SIMILAR /@ EA HORIZONTAL RUN SECURE TREAD5 TO SrtRINGER lU/�31'c5 3" SCREW& � EA STRINC-SER, UNTHREApFID SHANK TO EXTENU �5EYOND THICKNESS OF 5UE3-FLOOR SHEATHING NOTE ; STAIRS RISERS TO CONFORM TO FSC 2001 2R+1T=24"-25" 3/16" MAX. VARIATION IN RISERS/TR AMS ADJACENT TO EACH OTHER 3/a" MAX. VARIATION IN ANY R15FR/TREAp HANDRAIL CIRCULAR CROSS SECTION DIA. TO �3E 13/4" +-1/4" OR PROVIDE EQUIVALENT GRASPA15ILITY WINDERS- MIN. (o" LUID�E NARROW END MIN. II" WlI )TN a 12" FROM NARROW END 34" MIN. HANDRAIL HGT. 3&" MIN. FIN15H WINDER DETAIL 2 X 12 TREAD CUT TO FIT _ IX5 RI SER 10?' LESS THAN 4" TYF. 5ETWEEN Sj�INUL S (3) 10d CUT NAIL5 2X4 P.T. SLEEPER INTO 51 A� �HAN[ 1/2" C>RYUJ IX10 1 I" NOSING STAIR SECTION DETAILS SCALE: 3/4`=I' -o` A R C H IT E C T S en GrDoup sigInc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6073 FAX: 407-774-4078 Ymmabdesigngroup.com AA #: 0003325 do Sv]31)Yv TUCA PLACE SOUTH LOrl' X88 ORO JEC T# 02108.005 MODEL,: "18 2"" GARAGE SWING: LEFT PAGE: MISC;. DETAILS m! I 01i 0111 i ARCHITECT - STATE OF FLORIDA MAR 31j �U12 NO DATE: 03/27/12 SCAT 1/4 1' _ Q,) SMEET W 0 W �{ 0 o -A q z U E� Sv]31)Yv TUCA PLACE SOUTH LOrl' X88 ORO JEC T# 02108.005 MODEL,: "18 2"" GARAGE SWING: LEFT PAGE: MISC;. DETAILS m! I 01i 0111 i ARCHITECT - STATE OF FLORIDA MAR 31j �U12 NO DATE: 03/27/12 SCAT 1/4 1' _ Q,) SMEET 4'x4' SELF -ADHERING MEMBRANE NOTE; FLASHING (GOMPAT15LE W/ HOU51= - WRAP MATERIAL) OVER APPROVED BU1L.pING WRAP "•`"�_ 5HALL DE LAPPED A MINIMUM OF APPROVED HOUSE WRAP. w... (olltD VERTICAL LAP5 (ROLL FLASHING TO EXTEND ONTO PIPIT ;'::. :. ENDS) 4 HORIZONTAL LAPS. :::. " ALI- SEAMS NEED TO GE TAPED 1' OR LE55 PIPE � x6SELF-ADHERING MEMBRANE BACKING SHALL BE LAPPED NOT. ; ::: ;.:'.:::::::..:.•::::. ONE-PIECE VERTICAL "M" WITH PORTIt3ER SHEATNINCx TAPE LESS THAN 2" ON WALLS, THE PENETRATION FLASHING (GOMPAT1i3LE W/ HOUSE TYPE CONTROL JOINT BACKING SHALL BE LAPPED 50 ^` WRAP MATERIAL) OVER "x4" ATTACHED TO WIRE LAIN -- / �� WATER WILL FLOW TO THE �" 6EL1--AOHERINGi MEMBRANE ...... W/WIRE TIE. WIRE TIE LATH EXTERIOR. BACKING SHALL NOT :: V'' FLASHING OVER APPROVED :..`. `:; � HOUSE WRAP. TO OUTSIDE OF THICK, 3 GOAT GEMENT BE PLAGEP BETWEEN PLASTER :::•'::::;'':::::• APPLIANCE FLANGE W/18 PL4aTFR BA5F (LATH) AND FLANGES OF :•':::. "''�' FLASHIN�4 TO EXTEND ONTO Plt'E GAUGE WIRE a) 11 O.C, / \ ACCESSORIES. METAL LATH TO �; ' ;• • ':; - Y`; :;;.:. WRB LAYER "d, FORTIFIBIER METAL FLANGE CONTACT SHALL F3UILDING PAPER / I' MIN. LAP METAL LATH ` BE REQUIRED TO ENSURE THAT LATH SHALL NOT BE METAL LATH FLANGES ARE MECHANICALLY ;. CONTINUOUS THROUGH LOCKED TOGETHER. PER ASTM GUT ANP OVERLAP ONE SIpE OF CONTROL JOINTS BUT WRP LAYER 1, {X X X X—� 1 01063 1.63.1 SELF -ADHERING MFMBRANE GUT ANP OVERLAP ONE SIDE OF SHALL BE STOPPED STUCCO WRAPX X X FLASHING AND TIED AT EACH — — SELF -ADHERING MEMBRANE SIDE. PER ASTM GIOh3 WOOD SHEATHING�— �_ FLASHING 1.10.1.4 METAL LATH ,TEP #1 STEP 4 WRB LA1"ER "I, WRB LAYER 01 " THICK, 3 COAT _FMFNT 3TUGG0 WRAP XL —X x_J. STUCCO WRAP PLASTER METAL LATH IURB LA1 FR 01, FORTIFfSER ` — — �ETAL LATNAPER 1 �' rtlN PAPER LAPe5Euxu ONLr / WRG LAYER 02, FORTIF15FR WRB LAYER 02,JFORTIF1}� BUILDING PAPER 6'x%' SELF -ADHERING MEMBRANE �. BUILDING PAPx -- I FLASHING OVER 4'x4" TO �'..--_ '�_ WRB LAYER I, MIN GAP MIN 3' MIN. �`� STUCCO WRAPSELF-ADHERING MEMBRANE 31 INSTALL FA5TENER5 (CLIPS, FLASHING OvFR APPROvFP \ / STRAPS, STAPLES) A5 HOUSE WRAP. WHERE METAL PLASTER BASE WOOD SHEATI-{INC REQUIRED TO SECURE _ , FLASHING TO EXTEND ONTO PIPE / WITH t3ACKING 15 U5ED, THE PIPE/ WIRE TO FRAMING 4"x4" 'aEL.F-APHI=RINGS MEMDRr-`1�IF VERTICAL AND HORIZONTAL LAP \ JOINTS SHALL 13E BACKING ON 1=LASHINGS OVER APPRovED / BACKING AND METAL ON METAL. :t,:, HOUSE WRAP. ASTM G IO$O� FLA5HING TO EXTEND ONTO PIPE 1' MIN LATH LAP, 4. OYER ` �1 ALL LAP _ APER LAP INSTALL O L APPROvEFp HOUSEWRAP AIR 6CALE: INFILTRATION �sARRIER OVI=R / SHEATHING ELASTOMERIC COATINGS OVER STUCCO/ G.v. FINISH (SEE TYl- WALL SECTION) — VERTICAL LATH & PAPER DETAILTION — WOOD 6TUD5- PER FBC Exterior lathing and plastering ONE VERTICAL—PIECE ` ; r Exterior use of Portland cement plaster " TVI" TYPE CONTROL JOINT shall comply with the application SHEATHING � t requirements of ASTM C 926-11A. Installation of exterior lathing and framing BUILDING shall comply with ASTM C 1063-11A. PAPER 6' MIN. LAP STUCCO V LAP W LATH 3' LAP v PAPER I. FOLD INWARD +1 FT. A ( i I. FOLD INWARD 4 1 T. A` FENET ``AT IO�, I TA2. cREA6F W PT. B ,L �� `� U HORIZONTAL �LAT_Ff 0 �./ & PAPER DETAIL 11_'_1)ETAIL N T J -3- 'E, L1.00TD SHEATHING WF5 LAYrZR "1, I STUCCO WRAF I. FOLD INWARD L I. FOLD INWARD m PT. A PT. A (,—o/—\T OA— T C } I NT -H 2. GREA91H= +9 PT. R 2. GREA5F w PT. F3 3. CFEA5E 0 Fel'. c 3. CREASE A PT. C 4. FOLD PT. C OVER PT. METAL LATH /\ D TILL PT. C TOUCHFI5 I IETAL ATH I✓OTTOM FLANGE%::" (A) TAFOV FF T W LE—d END ROOF/WALL SC5�EEU �j (,FOLD _z 511X51' uLu TI'F'F CONTINUOUSA`s� 1, STUCCO W A ) TT BOTTOM GALV, METAL FLASHINS WATER TIGHT (NAIL TO ROOF IDECK., NOT 5EAL_ FOLD, G2 L141CUT. I.I.JALL SNEATHINC3) W LA''rE 412 (PORMP15ER, CAF 5HINGLE — DO NOT NAIU L INCi 74� __,) g" THICK, 3 COAT GEMENT \ INr..a` TALL. WITH f;�0OF CEMENT PLASTER t T A L LATH XXi x �— WRB LAYER 02, FORTIFIBER BU ILD INC PAPER .� moi'• ��p &WRDTUC LAYER "l, STUCv CO WRAPWOOF CEMENT �`'�/1 ' ' LAN LAYERS OF i3UILUING WRAP �., ZOVER NAIL INS: FI-AN65FE, 5TOP SN(NCSL.E BOOPINGi ' ► �� „ . ' WR13 APPROX. 1,4' ADovF �� . sNINGLFS � \` r CASING REAP WOOD 3HEATPINC-Tz 5x5 MALL FLA-�HINr_j ;n KICK -aur FLASHING (5FF z DETAIL) -� Fi=L7 UNpFi2LAYMFNT �1� WATER TIGHT &EAI_ (RI=ND ON 6 i= 0LDR, PO NOT CUT) le NOTE: IN5TALL KIGKOUT g 2 _ y y 5HINGLE ROOFING �r1Q��� FLAePINCG AT POTTOM OF ROOF 4 - t - - - WALL INTER3EGTION3 G— IIS I { � A S � � �� DRIP EDGF: OVERLAP 2', Q 11 EXTEND Y4' aFLoW SCALE. 1/2 " =1 - 0 ,_44FATHING, MECHANICALLY ` `FASCIA WRAF FASTEN 12' O.C. MAX. A R C H! T E C T S Design Group,nc. 1 N. RONALD RFAGAN BLVD. L ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 �1 r� 0 U Q) t � G � a ry 0) S7 TBDIV. & LOT: TUSCA PLACE SOUTH LOT #38 PROJECT# 02108.005 MO DEL4 "1892" GARAGE SWING- LEFT PAGE: WALL ASSEMBLY DDET'AI]L S ARCHITECT - STATE OF FLORIDA MAR?.01 JAME4 OAUTWELL A NO 12079 JpA': 0'3/27 1 SHEET STUCCO INSTALL 6," SELF -ADHERING FINISH 1{-: MEM15RANE FLASHING OVER ro" 5ELF ADHESIVE I �. TOP, SIDE(S) AND POTTOM OYER TOP 4 SIDES I GAOLE-END TRUSS �0. UJOOP SHEATHING FLANCxES OF NON-MOVAI`3LE I FRAME OF THE E>,HAUST. I TUR I-AYER 1, SEQUENCE o 1 LA WN To ]3F: SELF WOOD &NEATHINC� j STuccO u�RAR I. BOTTOM, 2. SID1=S, 3- TOP 1=L.A5NINC� � I.: � # LURE'S LAYER �, FORTIFIBER X: VENT CAi� IS To 5E SET IN 51=D UNIT LASER I BUILDINC3 PAPER OF SEALANT ;\T toff AND STUCCO UJRAP WOOD X( SIDES ONLY. SEALANT IS TO 5E PREMANUR DRYER I x CONSTRUCTION I . METAL LATH i TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. VENT G,4P (SET IN # FINISH a WOOD y \ CONT. 5FEALANT> UJ�F5 � A E� 2, FORTIFIF'ER II X:. E -Z BEAD ALL AROUND I a CMU VENT -APPLY SEALANT ALL -'a' TO %'N112 -WALL WEEP SCREED IXI JOINTS AND INTERSECTIONS �� 1. - -- �_ � :'I • APPLY SEALANT AT f�ERIMETER OF SEALANT � 13ACKER ROD \ -''— I NON-MOVA>=SLE FRAME AND STUCCO TOP 4 5IDE5 TNIGfC 3 COAT GEMENT _ ON ALL SIDES, Y4GAULKIN{a JOINT PLASrtl� ALL AROUND 1 • .. •... . T� VENT Gam'WIDE 5TRIP SELF BDRYER �/ E�td K � MASONRY 5EFc)RlI ADYPER FBC Exterior lathing and plastering (BLO -• �_' %8° TO �jSu 1�'IID-UJ�4LL ��� _ WEE SCREED. TIE Exterior use of portiand cement plaster TO METAL. L.,4T1-I U.1/18 ~-TEXTUREI� PACKER ROD - _ - shall comply with the application I. FIN15N MASONRY I requirements of ASTM C 926-11 A. I -` G A. W I RE '@ O.G. �� SELF -AD ESIuE HO RIZ O NTAL WEEP SCREED I �C• Installation of exterior lathing and framing y - shall Com I �U ILD INCA PAPER I. FLAS�IIN �� p y with ASTM c 1063-11 A. ---__�.X. OVER °QUICK (FRAME 7 O LO C _ _ WRIT L DYER I, II FL,451�° f I WOOD PFAMED STUCCO WRAP I �' \. WALL HOODED PENT LECT d END THICK,3 GOAT CEMENT HORIZONTAL 'WEEP SCREED LTR PIPE THROUGH / (FRAME TO FRAME METAL LATH WALL L —\ ~\• ,— LURK LAYER 02, FORTIi`I5ER � DRA11�1,��� PL.A�1� CI,Ufi`� 5UiLLDIN� PAPER L-A'I'RI, JTUCCO UJRAP) WOOD SHEATHING — U.JRF5 �_AYFHR *2 (FORTIFI ER — — A DRYER VENT(FRA "QUICK FLASH" FAPFER) GASKET ( INSTALL MANUF. SPECS.) i�'I T L< LATH x x x x all 5UILDING PAPER 5TUCCO UNDER "QUICK FLASH" ' '-� WR5 LAYER #I, - GUT OPENING IN STUCCO UJRAP lJOOD SHEATHING lTil Af PROYFp H0U5EUJRAF1 FOR BOX INSTALLATION STENT PENETRATION SEi F=ADI=lESIVE FL_AS1=11N� FA o CUT °;, INTO SCALE: M.T.S. UJRB LAYER #1, SELF-ADHERINGrt :;`::::: STUCCO WRAP MEMBRANE PLASHINCrt APPLY SELF-AD+-IERING MEMBRANE FLA5HING WOOD 5HEATHING OVER BOX AND OVER APPROVED UJRB LA'T'ER #1 �_J 1 TEF 2 TEF APPROVED _ HOUSEWRAP ::::;.:• UJRE� LAYFR #1, r'ELOUJ STUCCO i.URAP ELEC., METER FIF_L..) ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT '::''`:'' � � APPLY GO MIN SELF-,4DN1=i�IN� VERIFY LOCATION NO MEMBRANE GRADE "D" FELT MEMBRANE FL 45HING ENTERS BOX, OVER APPLY STUCCO SCRATCH COAT ARRL� To FACE SELF -ADHERING t EPG1= FLASHING OVER AND ONE (l) L,4YER OF PAINT AFRO\rED PRIOR TO INSTALL INCA ELEC. HOUSEuJRAP METER WRIT LAYrHR #2, FORTIF15ER ' CAVITY TO �3F_ FILLED BUILDING PAPER , � � � WITH RICgI1D POLYMERIC �_�T — I50CYANOTE-FOLYF3LEND FOAM f�3 \ C "CREAT STUFF" OR' S11u1ILAR� ---- � RSA TO RECEIVE � ( APPL'�' A al L Ie-/-V-,I 1=LASTOM>=RIC STUCCO SCRATCH COAT THAT S��L�4NT AT fi DINT 4 1 COAT OF PAINT W/SACK- THAT ELEG. WIRE PENETr<'ATES AFFLY E -z BEAD ROLL PRIOR TO �;. OVER (CIO MIN ELEC. METER INSTALLATION SRA©E 1 )11 FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS PROVIDE STUCCO SCRATCH COATING OVER 2\ ` STUCCO/ G.V. FINI5H (SEE TYPICAL FALL SECTION) METAL LATH COAT LAR'CER THAN Tl -IE ELEG. . �.,..••,..''...:;.. ":. ._:. METER CAN OR METER CAN COMBO OR METER CAN ANP DISGONNCTTE *S7- 'TEF �- ELECTRICAL CONDUIT PENETRATION ELECTRICAL RECEPTACLE A R C H ITEC TS GrOuDesi n ! p Inc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 • O O O O O O O O O .a o. o. .4 0 .o p. o -o .o w o. O O • O O o• .o .O o. � q z a � .o.00a COATING OVER 2\ ` STUCCO/ G.V. FINI5H (SEE TYPICAL FALL SECTION) METAL LATH COAT LAR'CER THAN Tl -IE ELEG. . �.,..••,..''...:;.. ":. ._:. METER CAN OR METER CAN COMBO OR METER CAN ANP DISGONNCTTE *S7- 'TEF �- ELECTRICAL CONDUIT PENETRATION ELECTRICAL RECEPTACLE A R C H ITEC TS GrOuDesi n ! p Inc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & JET: TUSC A PLACE SOUTH LOT #38 PROJECT# 02108.005 MODEL: "1892" GA CAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA MAR .JAM OA TWELL A NO 1 079 PRINT DA'I'S: 03/27/12 SCAIX: 1/4)1=13-0)) SHEET ,A2 ��\' �a 0 w w LA � q z a � Q SUBDIV. & JET: TUSC A PLACE SOUTH LOT #38 PROJECT# 02108.005 MODEL: "1892" GA CAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA MAR .JAM OA TWELL A NO 1 079 PRINT DA'I'S: 03/27/12 SCAIX: 1/4)1=13-0)) SHEET ,A2 ��\' owmmmm� NEEPEID TO 1�1__T'END WOOD SHEATHING WR5 LAYER 411, REMOVE Ai3 t--jE- r STUCCO WRAP ACCOMMODATE NEW DRIP METAL WOOD DfR,41N,-4CiE FLANE (WF CON5TRUCTION WF15 LAYER Irl, FORTIFIE3ER 5UILDINGF FAFER Ex ING MEII�TRANE LA WR,4F) m CUT EX15TING E,WOOD/ TREX DRIP �F_)GE 5LEEFERS WR5 LAYER, :12 (r-ORTIF-15ER AT CREASE THICK, 3 COAT CEMENT I MEME5RANE PLASTER Pf;;�IF F_dUlLF,)lNC,-T FAFER) EPG E IF MOLD W/ WEEP HOLES WOOD SHE -X-X-x SHEATHING METAL LAT�4 x 5UE3 FLOOR A WEEP HOI-E E, PRYWALL THICK, a COAT CEMENT NEW 4PLA" NKINWOOD/ TREX G -I/0" TEXTURED FINISH PLANER6 TUCCC) ET I 3/5 RIF3F3Ep LATH OVER WOOD SHEATHING A.F. REMOVE ANP REPLACE NEW DRIPEDGE AP'P'ROVED 5UILDINGi WRAP 5TUCCO DRIP SCREED W/C-ONTROL JOINT THICK, 3 COAT CEMENT PLASTER WOOD 5HEATHIN6; WOOF,) &HEATHINC, r//// -Z7// DRIP SCREED W/CONTS0 J INT -W CASING 15E,41D DRIP MOLD DTL. CANT. ' �. NEW 10A SCALE. I 1/211=11-00 NEW TUC BALCONY DRIP 5 'co 6U15 FLOOR OA EDGE REMOVAL WR5 LAYER #2, FORTIF115ER DECK MEMBRANE, WOOD SHEATPINC-3 SCALE: NTS 5UILPING-i PAPER SUB FLOOR EXTEND OVER DRIP WFE3 LAYER fl, STUCCO WRAF wRa LAYER 41, ® EDGE STUCCO WRAP 3' X 3" 20 GA. GALV. WOOF-) WRE3 LAYER '12, FORTIFI15tz-F� -------------- METAL PRlf�' EDGE CONSTRUCTION BUILDING PAPER 5ET IN FULL 5ED OF 2x F.T. OR51MULATEID E5EALANTj/2` MIN. BALCONY DRIP WOOD (TREX) FILLER, SPACE FROM r-)Rlf- CONTINUOU5 7 FACE TO TRIC THICK, D COAT CEMENT EDGE REPLACEMENT Y4" GAP FOR Pl_A5TER SCALE: NT& fE�ACKFR L i NOTr:DHWRAPPI;P 5EALAN ROP WOOP SHEATHING -4 DFIFEDG4E WILL 5FFOLDED UF AROUND Ya" TO ALLOW THF IN&TALLATION OF &TUCCO DRYWALL PLYWOOD FILLER THICK, 3 COAT CE NT THICK, 3 COAT CEMENT THICK, 3 COAT CEMENT AND CA&ING. FOLLOWINGr FAINTINGi, THE PLA5TER PLASTER PLASTER WRE3 LATER 01, F=DCiE WILL �F= E3ENT 5ACX TO IT& METAL LATH STUCCO WRAP O}�lGiINAL LOCATION AND SEALED TO THE DRIP 5CREED W/CONTIROL JOINT STUCCO WOOD SHEATHING CASING BEAD CASING BEAD BALCONY DRIP 10B D'_FL, (5) (_�'ANT. - BALCONY 11C EDGE INSTALLATION 5GALE. 1 I/2"=I'-,0' 11A DRIP EDGE REPAIR SCALE: NTS 6CALIE-- NTS WCCp &Hi=_,ATHINc_i 2x FRAMING MEM5ER clMU WR5 LAYER #1 Tplc<, 3 COAT CEMENT5TUCCC) WRAP V., > PLASTER �x WR5 LAYr=F, #2, F0FTIF15EfR 5UILDING FAFER 411 WF� LAYER #1, STUCCO WFDAp 4 . METAL LATHH y (PA,5TENEF 4 SPACING; I" OC.) FASTENEI�) TO &HEATHINGr 'T. w -ORTIF15F_F:� 7" O.C. MAX THICK, COAT C-FMFNT RF3 L,4YER #2, r X1 PLASTER A 0,Tt=R I WREN LAYER #2, r-O�TIFIF-)Ff;;: 5UlLDIN(__-i FAFER CORNER BEAD C<-�9 FRAME 'NER BEAD BUD)CK- 14A 14B Co -L\' ___'ASING BEAD (��P: WINDOW C ]FRAME, NO BAND) 15_u A R C H !T E C TS 6 I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 vvvvw.abdesigngroup.com AA #: 0003325 1 '5E LF -AD HE R I Nr-iNFTAL L,4TH F A S H I N( ---i WR5 LAYER THICK, 3 COAT CFEMENT �Eu��oR�p STUCCO WRAP > > CLARITY) O DRIP CAF s" > WOOF-) 5HEAT�41NG4 THICK, 3 COAT CF-MENT -Ti FLA&TER AFFLIED r-l"I METAL LATH �)IFECTLY TO MA&ONR'�' P� Q) WINDOW FL.ANCgF WREN LAYER #2, r-O�TIFIF-)Ff;;: 5UlLDIN(__-i FAFER CORNER BEAD C<-�9 FRAME 'NER BEAD BUD)CK- 14A 14B Co -L\' ___'ASING BEAD (��P: WINDOW C ]FRAME, NO BAND) 15_u A R C H !T E C TS 6 I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 vvvvw.abdesigngroup.com AA #: 0003325 1 sulBi>Iv. & TUSCA PLACE S 0 U r-I'H LOT #38 IPIROJECT# 02108.005 MOD]EIL.- )) 1892"� GARAGE SWING: LEFT IPAGIM: -WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA MAR 0 ?012 'CANTWELL NO 12079 PRINT DAT3E: 03/27/12 SCAJ_,E: 1/4p)==:1' -0)p SAFE a' VA3 03F2 O P� Q) 0 sulBi>Iv. & TUSCA PLACE S 0 U r-I'H LOT #38 IPIROJECT# 02108.005 MOD]EIL.- )) 1892"� GARAGE SWING: LEFT IPAGIM: -WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA MAR 0 ?012 'CANTWELL NO 12079 PRINT DAT3E: 03/27/12 SCAJ_,E: 1/4p)==:1' -0)p SAFE a' VA3 03F2 uJoop SHEATHIHG3 'n I,--+ . LEGEND WF5 I_-.AYFR 01, STUCCO WRAF / DRAINAGE F'LANE (WR5 THICK, 3 COAT CEMENT WooD SHEATHING;LAYER 111, STUCCO WFAP) PLA5TER uJRF5 LAYER 412, FoRiIFI5ER W5R5 LA'T'ER #2 (FORTIFI5FER I I k I SEALANT METAL LATH BUILDING FAFER WR5 LAYER 11, 5U ILD INC PAPER> %" I ISTUCCO WFAilMETAL LATH x x x x METAL LATH � I I;; " • .. . a" THICK, 3 COAT CEMENT I I WRQ L.AYER #2/ FORT IFI�FzR STUCCO y ° Id:x'x.' PLASTER I I �UILDfNG PAPER : WOOD SHEATHINC-; WINDOW FRAME "SELF-ADH�RINC� _ I METAL LATIN - WR B LAYER 412 Fo TfFf FLASHING r-�ICi vE FLAB-IIN- - - - - - -- � TI-41(-X/ 3 COAT CEMENT �u ILD INC �'A�'Ei� &ELF-AIE �rINYAL ANGLED (EXPLODED CA5ING BEAD VIEW FOR F'LASTER E-? BEAD VINYL CASING CLARITY) (UJIV PLEX15LE FVC BACKER ROD) :X Y4" GAP Ti P a" TH ICK, 3 COAT CEMENT CA DRIP CAF' TO TRIMAD METAL E ATN �UfizFLAYER #1,WINDOWFLANGE41 STUCCO WRAP 1X TRIM MEM331=R WR5 LAYER 11, � STUCCO TO STUCCO WRAP (CI" SELF Ar )HESIuE FLASHING 51 D INC TRAN51 T ION WOOD 5HEATHING UJo01a SHEATHING 2X FRAMING MEM5ER WRB LAYER 112, FORTIFI5ER BUILDING FAFER CASING BEAD @0, NVINDO CASING BEAD C15 (FRAME, /BAND) '-_ �C�/ SIDING TO STUCCO / �~ AS,ING. BEAD l..IJOOD SHEATH INC Y4" CHAP TYP THICK, 3 COAT CEMENT GAS INC BEAD PLASTER METAL. LATS -I SEALANT TO WINDOW METAL LATH WRE3 L.A�I'�R #l, �--- I�C�OD �� ATH INC l>JI�5 LAYER 01, TUCco IURAP 5TUCOO Wf;;�AF' - WINDOW FRAME WRF5 LAYER #2, FORTIFI5ER �p WOOD 5HEATHINC-; 5U ILD INC F'APER - 1' LA"'rE I, a" THICK, 3 C oAT CEMENTI - I1.�0 IJRAF �..X`.X_4 �q.4 I i-- A� T 1—. 11 - r e p • 1><I I X�rX CAa INCA BE,4D � AY R ORT I � R OVER FEELWRE3 LAYER 12, FORTIF15ER RF3 STIGIC 4 FORTIFY F5uILDING PAPER VINYL ANGLEDI - � I CASING 5EAD ._y FETAL LATH E -z BEAD VINYL CASING VINYL CASING 5EAD (W/3/ ° FLEX15LE FVG 5ACKER ROD) - WINDOW FLANGE a \' TH I � _, 3 CC)AT CEEMfENT (�F'LODD .'> VIEW FOR FL. A STER 6" WC)E PEEL 4 STICK CLARITY) 2X FRAMING R' OYEFLANGE ._�MEMBER *APPLY FULL 5ED OF SEALANT BETWEEN FLANGE 4 k3U IL.D INCA WRAFBUILDING �1RAI� (C% A S I N G BEAD �-) RAISED C) �L ff G'- ,;( -::ALE: 1 1/2"=P=011 A R C H IT E C TS 1441 N. RONALD REAGAN BLVD L ONGWOOD, FL 32750 PH: 407-774-6075 FAX: 407-774-4078 wvyw.abdesigngroup.com AA #: 0003325 LL SUIBDzv, & WT: TUSCA PLACE SOUTH LOT f 38 PROJECT# 0'"108.005 MODEL: "1802" C4A AGE 3W'INQ: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT= STATE OF FLORIDA MAR 3, /,2012 z PRINT ]DATE: 03/27Z!2 :SCALE: 1/4"-1'-0" SHEET WA4 OiF2 0 w w o O o q U '; Q ' 4(- Q LL SUIBDzv, & WT: TUSCA PLACE SOUTH LOT f 38 PROJECT# 0'"108.005 MODEL: "1802" C4A AGE 3W'INQ: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT= STATE OF FLORIDA MAR 3, /,2012 z PRINT ]DATE: 03/27Z!2 :SCALE: 1/4"-1'-0" SHEET WA4 OiF2 CUT HOU5EWRAF AT 45° ANGLE MODIFIED "I" CUl IN HOU51EWRAF' LINE OF WINDOW OPENINCi AFP�F'ROVFP "OL OYER SHEATHIN( WD STUD WALL. INSTALL (o" SELF-ADHF FLASHING ( NAILING FL, JAM55 EXTEND FL I" BELOW 5 FLEXIBLE F DO NOT 5l✓ FIN EMF'ORARILY OLE) -UP d 51=C IOUSEWRAP l01 UCK FLAP UND t HEAD FOLD HOUSEWI IN AT JAMBS 4 SLOPE $ILL R NSTALL 6" SELF-AGHF =LASHING, C --oATED Al -LEAD FLAB 'WITH END I MAILING FL, XTENID SELF-ADHE =1-45H ING 1 BEYOND Jr =LASHING NSTALL ME :AP - JL. JL 1 1 ALIGN FLASHING W/ INT. EDGE OF SILL R.o. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS T�- FLASHING AT THE FOLD HOUSE DOWN # TAF'I DIAGONAL C ACROSS HEIZ WINDOW •1OLES OR SLOTS. JIPE AfDHESIVE - =XISLE FLASHING VER DRIB' GAP 'ECTO-WRAP Eau Iv) WlNDkf__j_"W FLA'-_"_HlN(_'__Tl .CIC : , � T l�][ ,T , "�, rlf' l �::5 � �l II 71J' 1' ,� V l�S. 12 F U L L W T`Rl A P 5CALE: NT5 1 1 1 INSTALL WINDOW PLUMB, LE VEL ANG f; 2=ARE FE MANUFACTURER WRITTEN INSTRUCTIONS —APPLY MEMBRANE FLA5HINC-4 OVER JOINT NOTE: 1. IT 15 THE CONTACTORS RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, SEALANTS 4 5EL.F-ADHERING FLASHING NATERIAL5 USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: 5EALANT5 MAY REACT ADvER5ELY IF NOT GOMF'AT1RI-E. NOTE: CLEAN ,ANU 5E,AL JAMB TO 51LL JOINTS WITH DOW 1199 FOLLOWING, COMf=LETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME 5NOWN BPAI_L k3E IMPLEMENTED AT ALL WINDOW5 WITH EVIDENCE Or- WATER INTRIUSION EBELOW THE WINpOW OFENING-4 NOTE - SFzAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H ITL C TS L441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F 03/2-` 12 SCAT : 1/4»_t 0» SHEET Kt7 WA5 ®g2 Q 1 VF'F'LY Sia' NOM. ... 1 'ONTINUOUS BEAD ' 7F SEALANT AT AM35 AND HEAD �F'PLY TO BACK OF JINDOW NAILING 1: :LAN(fiE IN LINE W/ 'RE - PUNCNEU 1:�:� •1OLES OR SLOTS. JIPE AfDHESIVE - =XISLE FLASHING VER DRIB' GAP 'ECTO-WRAP Eau Iv) WlNDkf__j_"W FLA'-_"_HlN(_'__Tl .CIC : , � T l�][ ,T , "�, rlf' l �::5 � �l II 71J' 1' ,� V l�S. 12 F U L L W T`Rl A P 5CALE: NT5 1 1 1 INSTALL WINDOW PLUMB, LE VEL ANG f; 2=ARE FE MANUFACTURER WRITTEN INSTRUCTIONS —APPLY MEMBRANE FLA5HINC-4 OVER JOINT NOTE: 1. IT 15 THE CONTACTORS RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, SEALANTS 4 5EL.F-ADHERING FLASHING NATERIAL5 USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: 5EALANT5 MAY REACT ADvER5ELY IF NOT GOMF'AT1RI-E. NOTE: CLEAN ,ANU 5E,AL JAMB TO 51LL JOINTS WITH DOW 1199 FOLLOWING, COMf=LETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME 5NOWN BPAI_L k3E IMPLEMENTED AT ALL WINDOW5 WITH EVIDENCE Or- WATER INTRIUSION EBELOW THE WINpOW OFENING-4 NOTE - SFzAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H ITL C TS L441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F 03/2-` 12 SCAT : 1/4»_t 0» SHEET Kt7 WA5 ®g2 61 �a G U Lu <r c � z 0 U Q LL�l suigniv. & LOT -..'l TUSC A PLACE SOUTH LOT #38 PRG►JECT# 02108.005 MAIDEN "1892" Gf E SWING: LEFT' PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING ARCHITECT - STATE OF FLORIDA JAME�JA�VTWEEE AF C� X079 IDATIE4 03/2-` 12 SCAT : 1/4»_t 0» SHEET WA5 ®g2 61