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HomeMy WebLinkAboutBUILDING PLANSz 0 W mw o� „a z� o W Fm J • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 REVIEW BY BUILDER OF CONTRACT DOCUMENTS. ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN IS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER FAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT 9ED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS R THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR 'ORMATION) TO THE ARCHITECT OR ENGINEER FOR AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 13 6 (2 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS - FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 2017 6th EDITION -FLORIDA FIRE PREVENTION CODE 6TH EDITION -NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION -ALL LOCAL AND STATE CODES • OCCUPANCY — RESIDENTIAL, GROUP R3 • CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS B • BASIC WIND SPEED — Vult=160 MPH Vasd-124 MPH • EXPOSURE - C • 1—STORY RESIDENCE — • 2—STORY RESIDENCE —MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C ADJ. ALT. BD. CL CAB. CLG. CLR. CONC. CPT. C.T. D. DBL. D.G. DIN' DIM. DISP. OR DR, D.S. DTL. D.W. EA. ELEV.A. EQ. XH EXT. F.G./FK . F.G. M.FLOOR FLUOR. FR. DR. FIG. GA. GAR. GAR. DISP. G.F.I. GI. GYP. BD. H.B. H.C. BDR. HGT. OR HT INSUL. INT. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL E=OR FISED GLASS FUEL GAS FINISH FLUORESCENT FRENCH DOOR FOOTING GAUGE GARAGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIH HOLLOW CORE READER HEIGHT INSULATION INTERIOR IAV. LUM. M.C. M. MIN. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR. P•T, R. ROD, R.A.G. REF. RM. R.O. S.D. S.H. SHT. SHTHG, S� SL. SL. GL. STD. SWS SC TEMP. THK. T.O.C. T.O.P. T.O.S. TYP. U.N.O. V.P. W. W/ WD. WDW. W/H W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SMOKE DETECTOR SINGLE HUNG SHM SHEATHING SHOWER SLIDING SLIDING GLASS STANDARD SHEARSECTION SOLID CORE TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON REV, DATE DESCRIPTION SHEET # DESCRIPTION -- Ol 31 14 BID SET ISSUED PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG Cl—COVER PAGE GN—GENERAL NOTES 1 —FOUNDATION PLAN IA —DOWEL PLAN 1B—LINTEL SCHEDULE IBA —SAFE LOAD TABLES 2 —FLOOR PLAN 3D—ELEVATIONS "D" 4D—FRAMING PLAN 4.1—CONNECTOR SCHEDULE 5-ELECTRICAL PLAN 6—HVAC PLAN Dl—FOUNDATION DETAILS/SECTIONS D2-1—STORY WALL SECTIONS & DETAILS D3-2—STORY WALL SECTIONS DETAILLS D4—MISC. DETAILS D5—PRODUCT APPROVALS WA1—WALL ASSEMBLY DETAILS WA2—WALL ASSEMBLY DETAILS WA3—WALL ASSEMBLY DETAILS WA4—WALL ASSEMBLY DETAILS WA5—WALL ASSEMBLY DETAILS —WINDOW FLASHING WA6—WALL ASSEMBLY DETAILS —SUB —BAND -- 02 27 14 CONSTRUCTION DOCUMENTS COMPLETE __ 06 02 14 RANEY TRUSS ENG. 160—C ELEVATION C STD. ONLY -- 06 05 14 RANEY TRUSS ENG. 160—C ELEVATION D STD. ONLY -- 07 31 14 RANEY TRUSS ENG. 160—C OPT. LARGE LIV. & LANAI -- 07/01/15 FBCR 5TH EDITION (2014) CODE UPDATE SQ.FT, CALL. S LIVIWB 1612 SQ. FT. GARAGE 432 SQ. FT. ENTRT 35 SQ. FT. LANAI 96 50. FT, TOTAL 2238 SQ. FT. A/C VOLUME 14-113.1 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w co co pq U W Q h Q F ti NUBDIV. ac LOT: CREEKSIDE LOT 53 PROJECT* 04321.000 053R1 MODEU 4EAB "1672—ARIA" GARAGE alg'1IM0: LEFT PAGE: COVER PAGE t60 MPH EXP. C apt; 06/06/18 8CALE: 1/4"=1'-0" 88EET C1 50-' 70 J 0 .L.. W OZ' J Wr . i W H 00 0 Z Q K V)O Z W F a iJi CL (0 u LLJ J P-1 LL 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF C. ROOF LIVE LOADS R301.6 I. *MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 6TH EDITION (2017) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED II. EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VULT=160 MPH, VASD=124 MPH C 0.85 ±0.18 I I 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 WIND BORNE 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, 6TH EDITION (2017). 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 FORALL 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. 10, FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11 THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR 310.2.1. 12 THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR 310.2.1. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD, B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 6TH EDITION (2017) 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 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS PER R302.5.1 OF FBCR (2017). 3. PER FBCR 6TH EDITION (2017) R302.5.2: 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, PER FBCR 6TH EDITION (2017) R302.6 & TABLE R302.6: 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 5 / 9 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF, TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 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 % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS STALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 959/o 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 PR>PERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTNG LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CON-ROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN AFLOOD 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 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/.". 4. PROVIDE 6%o 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/4". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION, MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, 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 C270-082, 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 THANIX INCH AND NOT MORE THAN 3/, INCH, REFER TO FBCR 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R606.2.11. OF THE FBCR 6TH EDITION (2017). E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb=1,100PSI Fv=175PSI E = 1,400,000 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 SOUTHERN YELLOW PINE #2 (SYP #2) 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 FBCR, 6TH EDITION (2017), 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 SECTION R602.6 & R802.7. OF THE FBCR 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" 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 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS, PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED '/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING OR 7/16 ZIP SHEATHING SYSTEM. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO,, OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12.OF THE FBCR 6TH EDITION (2017). 7. FILL CMU CELLS SOLID WI1IH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 3. CONDENSATION LINES SHALL BE MINIMUM '/," PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. REINFORCING STEEL 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 6, NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 6TH EDITION (2017), ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 6TH EDITION (2017). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - WI A X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP EXTERIOR WALL COVERINGS SIDES AND ENDS A MINIMUM OF 12'. LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 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". 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 2 COATS, 1/2" THICK, 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. 2. WHERE APPLIED OVER MASONRY OR CONCRETE, STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 1 a & ASTM-C1063-12a. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" LIMITED TO! ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS B. CONCRETE "POSED TO EARTH OR WEATHER: - 'L" FLASHING HORIZONTAL LATH AND PAPER DETAILS I. #5, W31i C. CONCRETE NOT OR D31 AND SMALLER 2" EXPOSED TO WEATHER OR. IN CONTACT WITH GROUND: - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS I. #11 ANI D. BEAMS, COLUMNS: SMALLER '/," CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS DRIP EDGE DETAILS I. PRIMAF Y REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" - CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS - WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS T DO NOT CUT OR DISPLACEIREINFORCING APPROVAL of THE ARCHITIECT. STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE 4. SHALL BE INSTALLED PER ASTM-Cl 063-11A AND R703.7 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION TIMBER 1. ALL WOODS AND WOOD NSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOR[ `ST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAJ- I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w w w 0 4 U a F a FF i9Li8DIV. de L CREEKSIDE LOT 53 PEiOJECT# 04321.000 053Rl mol)EL• 4EAB 1672- ARIA" GARAGE OWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA It DIXINT ART ., 06/06/18 SCALE: 1 /4"=1' - 0" 81-EMET GN DOWEL LEGEND ■ CONT. VERTICAL DOWEL TO LINTEL COURSE SECURE STRAP TO UNIT W/ (2) 08xl 1/4 BHT MTL SCREWS SIMPSON W5 ROLL STRAP OR EQUAL SECURE STRAP TO GONG. J GONG. W/ (2)-3/16'X2" SLAP TAP -CONS A/C CONNECTION TO ]PAD DETAIL NOTE: MAIN GONE). DRAIN 3/4" DIA. OVER HEAD a 12" FROM STRUCTURE v > KIjrHSN J S W/"al TVENT 2" V.T.R. 2 �I 2 II 1�1I/2' I I/2' j-11/2° 11/2, i� 21 2.4 I I/z ----�I i/2' I 1 2 WC. I WASHER LAV. LAv. S4�1WR I/2" 211 � I � I 11/2��� I �1 1/211 I 1 1/20 � 2 I TUB I LAVI I I w WG. _ I 2° 311 TO MAIN PLUMING RISER DIAGRAM c� N EXTEND END OF PVC 4' CONC. CHASE UP 12' ABOVE SLAP i — CONE). GONG. PAD 5 ; HP TYP. ■ <r N i 0 \\ D I EXTEND \ SLAB 1 1/2" " 411 \\\ o CONC. (L \\ 0'-0' FIN. ELEV. 10 cn SLAP \ \ FIN GONG. SLA5 DI = 3 I/2' I \\ F- D I \ \ 4" PVC cn \\�CIIASE - 24"X241IX12" CONC. — — — — — —' — \\\ PAD W/3-"5 BARS \ E.W. ON CHAIRS \\\ MIN. 3' COVER E DI TYP. \\ Q J 4' CONC., REINP. W/ 6"x6" 010 \\ q WWM ON &,-MIL POLY ETHYLENE \ rah VAPOR BARRIER ON 'l WELL -COMPACTED CLEAN cxv TERMITE TREATEMENT SHALL ■ l \\ N L- I �PE PORA-CARE I F- 1 b \\\ II I" PVC CHASE � lc I t' \\ I I FOR ELEC. TO O w I \\ I ISLAND 2'-21a.-Ell 8 d 36'x60" SHWR PAN W/ENCL. LAv. II\ /II ?? II LAY. r--� ■II XJ�\ II %1e� I �� I � {IB { WH.1-5 1/2 11 ■ 3 - OLLARD AS REQ, PER 5LDG. CODE 3'-2 20' -8" 0 N EXTEND FTG. UNDER WALL ENTRY COLS. L *-7 1/2" 16'-0° 19'-4" EXTEND SLAP 1 1/2" I L ■ r- 10'-7° f ■ 0'-0" FIN. ELEV. FIN, CONC. SLAP LI1. I� I LAV. '2 2X6 EXTEND SLA5 1 1/2" -3 1/2, 3'-4" I� F� '-0° 4"', 3'-4" 3,'-a° FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF R311.3.1 OP THE FBCCR 6th EDITION (2011) 2T9 2'-g' II'-Il i 0'-0" FIN. ELEv. FIN. GONG. SLA5 4' GONG. SLA5 ■ 24"X24"XI2" GONG. PAD W/3-05 PARS E.W. ON CHAIRS MIN. 3" COVER m 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.00m AA #: 0003325 w w a U w 0 4 A F avearv. as roT: CREEKSIDE LOT 53 PptoJECT# 04321.000 053R1 �oDEr� 4EAB 1672- ARIA" GARAGE BVIMG: LEFT PAGE: FOUNDATION PLAN t60 MPH EXP. C DATM 06/06/18 BCALM 1/4$$=1'-0" SHEET 2s'-B' 10'-4' �C�WEL PLAN DOWEL LKxEND ■ CONT. VERTICAL DOWEL TO LINTEL COURSE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Ir W may.. O F U W A h F: SVHDM ac LOT: CREEKSIDE LOT 53 PROJECT# 04321.000 053R1 110DEU 4EAB "1672-ARIA" GARAGE 9TfMQ: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JDA06/06/18 ®CALM: 1/4"=1'-0" 19HEET 0 (2) 3052-5H L-3 EGRESS (2) 3052-SH ■ ■ IA I I I LANAI DIN G L-4 IN I I O ROOM III I OWNER'S 8'-8" cLG. I I SUITE (2) 3052-SH 8'-8" GLG. L— 2ft f— I. I I n I GREAT ROOM I W.I.C. I _ JI I 18'-8" GLCs. I I 8'-8" CLC-�. Eo 010 KITCHEN , I I 8 —8 GLG. I I I II _ I I I I 0. yy.�� 8 SAGLCs. ---�-- @v L-6 8W6-05AT 8FI6-0E3/IT SFI6-IB/IT 8F24-IB/IT 8F28-IB/IT Il I � BDRM•#3 I I II L--J II ° I LAUN. II O° f 8'-8' L--J GL_3. Oo r-----� II BATH— 2--- II L — — — — — J II 8'-8" GLCs. II GARAGE FOYER 8'-8" CLG. BDRM.�#2 L-7 8'-V GLG. ENTRY -------------------- ---- (2) 3052-SH EGRESS L-1 L— 2 LINTEL SCHEDULE NOTE: THE LINTELS MAY 5E 6U56TITUTED LUITI-4 LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE. OF EOUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED �AST��RETE�' LINTEL SCHEDULE LINTEL No. LEI�1Cztl-I t7PE COMMENTS L I I�'-4" SF28-If3/IT L 3 12'-m" SFI6-IB/It L 4 9'-4" SFlro-IB/It L 5 7'-6" SF24-IB/IT L 6 4'-6" SFI6-(dE3/IT L 7 4'-6" SEs�6-0B/IT RECESSEp 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w U w 0 yF K 03 A h A ti suEm V. de LOT: CREEKSIDE LOT 53 PROJNCT# 04321.000 053R1 moluz .� 4EAB "1672- ARIA" GARAGN OTaNG: LEFT PAGN: LINTEL SCHEDULE 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA - • m1 i rTi7gr -i alk ■ i DAT] ` 06/06/18 DATBi: BCALN: 1/4"=1'— 0" BHEI &T SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS <~N4^4" GRAVITY TYPE LENGTH SUS 8F8-OB 8F12-0B 8F16-06 8F20-0B 8F24-OB 8F28-OB 8F32-OB 8F8-113 8F12-1B 8F16-1B 8F20-1B BF24-1B 8F28-1B 8F32-1B 2'-10" (34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 3'-6" (42") PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 4'-0" (48") PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 4'-6" (54") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 5'-4" (64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 5057 6096 5400 6424 7450 5'-10" (70") PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 6'-6" (78") PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 1 8995 6890 T-6" (90") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9'-4" (112") PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 10'-6" (126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 1 V-4" (136") PRECAST 445 98 935 1365 1854 2355 1793 2075 H598 935 1365 1854 2441 3155 4044 (144") PRECAST 414�545 864 1254 1689 2074 1570 181812'-0" 555 864 1254 1693 2211 1 2832 3590 13'-4" (160") PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 14'-0" (168") PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 465 765 1370 2045 2610 3185 3765 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1 1855 2370 2890 3410 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22--0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 160 300 570 870 1250 1660 1970 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 130 1 240 470 720 1030 1350 1610 8" PRECAST & PRESTRESSED U-LINTELS 44OWT-44 UPLIFT LATERAL TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 81-18 8F8 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 81`32-27 2'-10" (34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 T-6" (42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 4'-0" (48") PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 4'-6" (54") PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 5'-4" (64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1 1437 2050 2670 3293 3920 4549 5'-10" (70") PRECAST 1272` 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 6'-6" (78") PRECAST 1141* lzoo 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 7'-6" (90") PRECAST 959* 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 9'-4" (112") PRECAST sot* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 10'-6" (126") PRECAST 716* 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 11'-4" (136") PRECAST 666* 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0" (144") PRECAST 607* 400 631 816 1001 1186 1372 340 494 486 818 1209 1514 1799 2086 13'-4" (160") PRECAST A458* 340 532 686 841 997 1153 302 398 409 682 1004 1367 1637 -771 1897 14'-0" (168") PRECAST 316 493 635 778 922 1065 286 360 548 378 629 1 922 1254 1 1567 1816 14'-8" (176") PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 15'-4" (184") PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 228 329 542 791 1072 1381 1676 17'4" (208") PRESTRESSED 188 236 361 464 567 670 774 N.R. 255 188 276 449 649 874 1121 1389 19'-4" (232") PRESTRESSED 165 207 313 401 490 578 667 N.R. 204 165 239 383 550 736 940 1160 21'-4" (256") PRESTRESSED 145 186 278 356 433 512 590 N.R. 172 142 212 336 477 635 807 993 22'-0" (264") PRESTRESSED 140 180 268 343 418 493 568 N.R. 161 137 205 322 457 607 771 947 24'-0" (288") PRESTRESSED 127 165 244 312 380 447 515 N.R. 135 124 186 290 408 538 680 833 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4^=64M" GRAVITY TYPE LENGTH sRus 8RF6-OB 8RF10-0B 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6-1 B 8RF10-1 B 8RF14-1 B 8RF18-1 B 8RF22-1 B 8RF26-1 B 8RF371 B 4'-4" (5211) PRECAST 1489 1591 1827 3053 3412 2982 4982 3954 6472 4929 7947 5904 9416 6880 10878 4'-6" (54") PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 5'-8" (68") PRECAST 785 832 1602 1550 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 5'-1 Q" (70") PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 6-8" (80") PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1677 2933 4100 6730 8177 6707 T-6" (90") PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609 5492 6624 5132 9'-8" (116") PRECAST 371 420 834 1253 1071 1342 1614 1886 535 928 1497 2179 2618 1 3595 2875 8" PRECAST W/ 2" RECESS DOOR U-LINTELS UPLIFT LATERAL TYPE LENGTH 8RF6-IT 8RF6-2T 1244 8RF10-1T 8RF10-2T 1573 8RF14-IT 8RF14-2T 2413 8RF18-IT 8RF18-2T 3260 8RF22-1T 8RF22-2T 4112 8RF26.1T 8RF26-2T 4967 8RF30-IT 8RF30-2T 5825 8RU6 932 8RF6 932 4'-4" (52") PRECAST 1244 1519 2339 3170 4008 4850 5696 4'-6" (54") PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1455 2240 3036 3837 4643 5453 5'-8" (68"} PRECAST 924* 1172 1795 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 5'-10" (70") PRECAST 896* 1138 1742 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3497 4106 6'-8" (80") PRECAST 778 882 1513 2042 2573 3107 3642 830 1100 778 956 1468 1987 2509 3035 3563 7'-6" (90") PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 849 1302 1762 2225 2690 3157 9'-8" (116") PRECAST 533* 433 808 1123 1413 1704 1995 11 516 614 533 527 1 1009 1369 1728 2088 2450 *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR TYPE DESIGNATION J = •. F = FILLED WITH GROUT / U = UNFILLED U = ... C.M.U. QUANTITY OF #5 REBAR AT Q J FBOTTOM OF LINTEL CAVITY ir�i z GROUT 8F16-1BI1Tzo `- #5 REBAR AT BOTTOM • • OF LINTEL CAVITY NOMINAL WIDTH L QUANTITY OF #5 BOTTOM REINFORCING NOMINAL HEIGHT REBAR AT TOP 7-5/8"ACTUAL PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) SAFE LOAD TABLE NOTES MATERIALS GENERAL NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled 1. f'c precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. lintels must be reduced by 20% if bearing length is less than 6-1/2". 2. fc prestressed lintels = 6000 psi. 2. Shore filled lintels as required. Safe loads for all recessed lintels based on 8" nominal bearing. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated. 4. Concrete masonry units (CMU) per ASTM C90 w/ 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified. minimum net area compressive strength = 1900 psi. vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Rebar provided in precast lintel per ASTM A615 GR60. 5. All lintels meet or exceed L1360 vertical deflection, except lintels 17'-4" and 5. Additional lateral load capacity can be obtained by the designer by providing Field rebar per ASTM A615 GR40 or GR60. longer with a nominal height of 8" meet or exceed L/180. addional reinforced masonry above the precast lintel. 6. Prestressing strand per ASTM A416 grade 6. 7. Bottom field added rebar to be located at the bottom of the lintel cavity. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. Mortar per ASTM C270 type M or S. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W i; W 0 E 4 U W A FE SLJHDIv. a LOT: CREEKSIDE LOT 53 PROJECT* 04321.000 053R1 MODEL: 4EAB "1672- ARIA" GARAGE BWMG -. LEFT PAGIM: SAFE LOAD TABLES t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA JUN mAlw SCALE: 1/4"=1'-0" 8MMET FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING: FINISHES SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.9.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5C R302.10B COAPONEMrAND CLAD = WIND LOADS BASIC WIND WOSIN FOR 3 SECM GUSTS OPBm SWAFE ZONE IM MPH WID Mg) REMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA SGs.D. MIN. 12 5 30/-3'1 CRITERIA 8070 O.H.D. 56 5 30/-38 160-t0 O.H.D. 112 5 21l .SOFFIT N/A 5 31.6/-38.8 -6829/ IF ROOF TILE N/A 3 -$829 APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE B9EN MODIFIED PER FBCR R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. x� F 1 1 ( I ! k i GABLE �y ROOFS O 100 < :s 451, I -or Sly I taut = 304.8 mm, t degree = 0.01'J5 racl. NoW a = 4 feet in all cases. WALLS 1+ I v. GABLE ROOFS 0�s1W - I S —I JA 10°<0<450 I � I♦ ♦s I � I HIP ROOFS 100 < 0 15 300 10°<8:530° FIGURE R301,2(7) COMPONENT AND CLADDING PRESSURE ZONES b a 4'-0' 4° HP (2) 3052 -SH EGRESS (2) 3052-5H ■i fli OWN TE'S CLG. DR I N N a' -a" CLG. III 4 LANAI 8'-8" CLG. I -a" 13'-0' 2 _a g'_4 i (2) 3052-SH ull — c0 I in 6'-6" 3'-10" 3'-4" 5'-10" 15'-2" PROVIDE D5L STUD EA. END OF •�, KNEEWALL C. r IR_ISH -S W.LC. 8'-a" CLG. r I _ _ _ I v 13 III I b36 Cl JI 0 O ab36 z I N a O GREAT ROOM a' -all CLG. I I I I I II IR-ISH C. I b36 b24 II v WC I KITCHEN 8'-8' CLG. > 3' 3' �" 3'-10" 2' 11 I/2 3'-c3" 3'-a" 11 ll a" v 4' 4' 4" I O. BATH 8'-8" CLG. = 36"x60" SHWR. PAN X12r— W NG �LLu� 2X8 BDRM.#3 a' -all cl 3'-S" 2'-8° 6 -4" w 7 5'-4" r LAv. ° LAv. o° r i , NOTE Ll d 6'-a"'L' 13'-a ?a' . I O I IC. i O 3 I A SN. — — 11 -J CLG. QI ti I ry�27 a�6 3-SH IR-I.SH BATH z F -2 (r U> GLG.SOLLARD AV. O5LDCs. ��� 0 WC. I I I t 11 I I t cv a2 x54 I ATTIC I L AGC SS U AS REQ.PER CODE 61 FOYER 8'-8" CLG.-- C. II 1R-ISH �6 u GARAGE 8'-8" CLG.3.8 ZM.T 2,_411 BDRM #2 �u 8'-8" CLGz. ENTRY 8'-8" CLG. -01O.H.D. r (2) 3052-SH EGRESS CO loll* KEE 21_O" 2'-a" 6' -O" 2'-a" 4'-8" 8'-4" 21'-4" 4'-4" 13'-0" 3a'-a" NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. a EXTERIOR MASONRY WALL EKGs. HEIGHTS SQ.FT. CALC. S LIVING: 1612 50. FT. GARAGE 432 $0. FT. ENTRY 38 So. FT. LANAI 9(o SQ. FT. TOTAL 2238 50. FT. A/C VOLUME 14113.1 TOP PLATE Q m nBAR DETAIL SCALE: 1/2' =1' -0" o\ARCH Ftl X ro EQ. " EQ. O VANITY O VANITY 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Z w U 6 F 0. U w A F A x SVHDrv. de LOT: CREEKSIDE LOT 53 PROJECT* 04321.000 053R1 MODErwc 4EAB "1672—ARIA" GARAGE ST#MCi: LEFT PAOIC: FLOOR PLAN t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA JUN li 6 DpRINTT3E:, 06/06/18 SCALE: 1/4"=1'-011 2 0'-0" FIN. FLR ME TEXTURED FINISH l�6 8'-8" $RG;-__N4GT• J 1' -0 0'-0" FIN. FLR. 8'-8' BRCS. i-Kzt. rL OFF RIDGE VENT 4-18'-8" $L=)G. HGT. FYPON $KTIIXI-1 OR EQUIVALENT DECORATIVE 5RAC:KET FYPON LV12X24 OR EQUIVALENT 8'-8' $RCx. I-ICsT. 8'-8' $Rr4. H4GT. 14 ro° RAISED s WA $AND (TYP.) WA2 TYP. OPT. COACH LIGHT s 0'_0° FIN. FLR 0'-0' FIN. FLR OFF RIC)GE VENT LEFT TEXTURED FINISH II OFF RIDCsE VENT RIGHT TEXTURED FINISH ELEVATION OFF RIDGE VENT ELEVATION 12 6 �a. 0 r Fma. m 11311 IIFill FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER F$GR R103.4 1_g _4, 8'-8" BRG. HGT. Y SHINGLE ROOF 8'—a" BRCS. HGT. MWAll ° FYPON BKTIIXIrt OR EQ TYP. 4" RAISED $AND (TYP.) 0'_0" FIN. FLR MODEL 1672-ARIA AREA OF ATTIC = 2334 SQ. FT. NET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 2334 /300 = 7.78 SQ. FT. 7.78 = 1120.32 SQ. IN. MIN. REQUIRED VENTILATION = 4X 1120.32 IN UPPER PORTION OF ATTIC = 448.128 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT (net free area) TOTAL# OF VENTS REQUIRED = 3.90 TOTAL# OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 64.02 �2„ 1 0-2 1 _J 14 (LOUVER DETAIL ri SCALE: 1/2' = 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 9 W U W 0 4 w A F Q stmi)rv. de LOT: CREEKSIDE LOT 53 PROJzCT# 04321.000 053R1 MODZU 4EAB "1672— ARIA" GARAGE BVMG: LEFT PAGE: ELEVATIONS 160 MPH EXP. C ol ARCHITECT: STATE OF FLORIDA JUN 0 6 g -111 D �T 06/06/18 sCALM 1/4"=1'-0" sil3111M Ix4 DIACx. BtM. CHORD BRACING, TYP. Ix4 BIM. CHORD BRACING i2' OZ. MAX, SECUWD Wl (2) IPJd COMMON NAILS • EA CHORD INTERSECTION, Trp. 511 M m Q AS L Al _ 'A6 A5 = ro A4 = t = II II II L—LA 22 X 54 GE 88 AG A3 = I — _ �44 A-D "ASP IX4 DIAL. BTM. CHORD ®RACING, TTP. ff ff II III I II II EJ7 fl II II II DETAL-20 m 2 ma I� I I I G� I I I �'-011 2�_S� 6�-7 01: 6�_0ll I XxS I" f EIGE 3'-0' , 3'-O° , 3'-0" , 3'-O" 3' �" , 3'-01, I' -a 2 FRAMING GABLE END BRACING SEE DtL. '4' SHEEt 02 511 BJ3 BJ5 BJ5 BJ3 BJI 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w U w 0 0. W A A SUBDIV.LOT: CREEKSIDE LOT 53 PROJECT# 04321.000 053R1 monlcu 4EAB "16"72— ARIA" GARAGE BWMWG: LEFT PAGE: FRAMING PLAN t60 MPH EXP. C ARCHITECT STATE OF FLORIDA in 06 RO A A ACRA AR NO 93723 Dp�8 06/06/1 SCALE: 1/4 ov=l)— 0" SI�ET 4-TULi I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W W r v W 0 F 4 V W W A ti A CF stmDrv. de LOT: CREEKSIDE LOT 53 PROJECT# 04321.000 053R1 MODEL• 4EAB "1672—ARIA" GARAGE SMING: LEFT PAGE: CONNECTOR SCHEDULE L160 MPH EXP. C 06/06/18 OCALE:1/4"=1'-0" 1 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP 91NGLE POLE 110V OUTLET 110V OUTLET in OF OUTLET WIRED TO MITCH GFI II®V OUTLET EQUIPED WK+IBND FAUL N-ItRUPTER(TAMPER RE8181"ANT TYPE) E@ 220V OUTLET (4) WIRE CONNECTION srEXr. WATERPROOF 4111110UND FAULT NIVRIQUPrER F OUTLEt SWITCH SWITCH 3-11AY OPER !'4, SWITCH 4-WAY 0MR. u o WALL MOUNTED LIGHT CEILING LIGHT (01) VP PROOF LIAf-OR r `Q\ RECESSED CAN WALL SCONCE PRE -WIPED ® VENT. FAN I CFM PER SO. FT. VENT. FAN WLIGHT 1 0" PER SO. FT. 11 VANITY L13Pr— FIXrURE I� (BPEG'8 TBp BY I R) FLUO�®CENT 2-MUL15 WRAP AROUND Y FLUORESCENT 4'FLUORE6CEN1- pV 4' TRACK L1044T 0 PANEL 11111166111111 METER BAIT. BACK-UP W/ HARDWIRE 811OKE DETECTOR WALL MOUNTED BATT. BACK-UP 8D SMOKE DETECTOR W/HARDWIRE ® 5/co CAR50N MONOXIDE SMOKE DEtECTOR Comw MATT. BACK-UP W/ "All RE INTER-CONNECTEP SHALL 15E A DISTANCE OF NOT LEGS THEN 4' PROM WALL PENDANT LIGHT NATURAL GAS OUTLET ► TELEPI-IONS JACK lU-V WATER HEATER TO 18E ELEVATED DISCONNECT A� AIR. CONDITIONING DISCONNECT Tv. TELEVISION JACK CEILING BOX REQUIWID O TO BE SUPPORTED IN ACCORDANCE W/ BOX J-DOX MARKED AS SUCH FOR CTION CEI ING BOXREQUIREF TO W SUPPORTED IN CEILNG FAN/LIGH't ACCORDANCE W/ BOX MARKED AS SUCH FOR INIMIECTION FLOOD LIGHT aecuRlTr KEYI KEYPAD P.B. PUSH-BUTTON FOR CHIMES Ulm PORT O LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED ® HOMEOWNER PRE -CONSTRUCTION MEETING. s ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TH EDITION (2011). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI o ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL v BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI507.4 FBCR 6TH EDITION (2011). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS v WIRING METHOD SHALL SE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (2017). * ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (201-D. ALL LAMPS SHALL BE SELECTED BY (BUILDER AND "1536 OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.G. ENERCsl' CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 20111, 6th EDITION R404.1 LOG. OWNER'S SUITE �� DINING ROOM I �k \ PRE-WIRE:D�\ CLG FAN \ - HOOD WIRE W/ OUTLET FOR / \ FUTURE MICRO.\ 0. BATH / �J41 I /! 1 0 IRRIGATION OUTLET 6 48' APP. S.D. 1 L GI � KITCHEN IL \ ^�QI LAWN. LL — JY ti QW11 w 4Ld) GFI 0 42b �I' -----, WJ � FOR r GARAGE I. _ / DOOR WALL MOUNTED LIGHT W/sWITCH IN / ATTIC y� i M KEYLESS FIXTURE GFI CLG. OUTLET OHD GARAGE PROVIDE DBL STUD EA. END OF KNEEWALL SWITCH IN CABINET I I FOYER IN W 1 Cori { ENTRY \—A, i OPT. N, COACH LIGHT CEILING MTD. L IGkT TO BE INSTALLED, PROVIDE J-BOX FOR S OPT. FAN GREAT ROOM PRE -WIRED / / CLG FAN I BDRM•#3#3 !/PRE -WIRED CLG FAN r- BATH 12 PRE: -WIRED P.B. FOR LG FAN HIME:S BDRM•#2 ELECTRICAL PLAN WP Panel MAIN - A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 /240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 1 12" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 1 /2" C. Wire Pole Bkr Description Watts I Circuit Circuit Watts I Description Bkr Pole Wire #12 1r2O Exterior Receptacle GFI for TUG 1200 1 2 S ace #12 2Irrigation Pump 1000 3 4 Space 5 6 4680 A/C C.UA 30 2 #10 Space 7 8 PANEL -A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 1 1 /2" C. OR 3- 92/0 AL THWN & 1-#6 Cu (G) in 1 1 /2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 # 12 1 20 Microwa\e / Hood GFI 1800 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 # 12 1 20 Refrigerator GFI 1500 7 8 # 12 1 20 1 Dining Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 1 Bath GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12 #12 1 1 20 Foyer / Hall / Laund AFCI 1200 13 14 5000 Dryer GFI 30 2 #10 #14 1 15 Great Room, Lanai & Dining Lights AFCI 900 15 16 Space 17 18 1500 Washer GFI 20 1 #12 #14 1 15 SD & C/O AFC( 900 19 20 10DO Garage Door Opener GFI 20 1 #12 #12 1 20 Bed #2 & #3 / Bath #2 AFCI 1200 21 22 1200 Garage Lts & Receptacles GFI 0 11 #12 Space 23 24 900 Owner's Suite AFCI 15 1 #14 Space 25 26 900 Owner's Bathroom AFCI 15 1 #14 Space 1 27 28 1000 Exerior Lights and Recpt. GFI 20 1 #12 Space 29 30 1000 Irri anon conirds onl 20 1 #12 Space 31 32 Space Space 33 34 Space Space 35 36 Space Space 37 38 Space #8 2 35 A/C AHU-1 (Heater 5 KVA at 65% 5120 39 40 Space 41 42 Space Load subject to demand factor calculations / line 1 15400 27700 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 43100 ' First 10000 watts at 100% 10000 Remaining watts at 40% 13240 Total A/C load 9800 10% forfuture growth LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 33040 Tota I Am s (watts 1240 wits) 137.7 General Lighting & Receptacle Load Total A/C Square Feet 1672 General Lts & Rec 3 W / Sq. Ft. 5016 Hi -Hats 1 at 65W/Li ht at 100% 65 Total General Lights & Rec (Watts) 5081 Ckts# watts/ckt I Total watts General Lts & Rec Panel A 1 81 6351 5081 1r:)O AMfi=> ELECTRICAL RI5ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH EDITION (201-t LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY -- ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 #2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 3#2/0 CU, THWN + 106 CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO M O PANEL 15OA/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CAIBLE TELEvISION SERVICE ENTRANCE EQUIPMENT 1 #4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6TH EDITION (2011). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w W O F 4 U W Q E q SVHDIV. de LOT: CREEKSIDE LOT 53 P3ROJECT# 04321.000 053R1 MODEL: 4EAB "1672— ARIA" GARAGE 19'IVII�tG: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA It DAB: 06/06/16 9CAI.E: 1 /4"=1' — 0" lsHEET Rk "OF OWNER'S SUITE 12X8 175 GPM 5X4 45 GPM I L----- 8X4 45 GPh1 I 10X6 I �5 CP1"1 I I 11MA DINING 12x12 ROOM 10X6 120 GPM 7 �4" o I ® I 4" KITCHEN 10X6 120 CPM (o" 10X6 120 GPM LANAI GREAT ROOM �J 10X6 6 Z12"Imx6 r--� 42 24 15 GPM a° 1 D I RA � 4 0 CX4 Lcr 45 III BATH XTVT F--� I I I I I L _ _ J MASONITE — — O LOUVER F PLANTATION 1 180-04 TV 4 MAX AIR 584.15 CFM GARAGE 1'1MA110l,', FOYER luau " r j� t 15 GPM ARIA EQUIPMENT SCHEDULE 2.5 TONS BDRM•#2 G� 25145CI530A#030• A.H.U. FX4DN(5,P)031L ENTRY HEAT 5KIu SEER 15 SEER TOTAL GAP 28400 ELECTRIC 208/230/1141`= 5RKR C.U. 30 A.H.U. 35 REP LIME5 3/4" d 3/8" h w v w 0 F w A F A stmDrv. ae LOT: CREEKSIDE LOT 53 PROJECT# 04321.000 053R1 �soa�r:r 4EAB "1672— ARIA" GARAGE ®7rI1N'G: LEFT PAGE: HVAC PLAN t60 MPH EXP. C n � 06/06/18 SCAL&: 1/4 $$=V— 0" 8MMET 0 (1) b REAR VERTICALLY UV CONS POUR CELL ENERGY CODE FORMS FOR INSJLATION R-VALUES TEXfURI= OF yC a, cm r, IA' GYP. WL W. UIOOD BABE S z p STOP •. - < 4' CONC REINFORCED UN 6'Xb' `I ° _ WAXWIA WLF OR FIDEIRMEBH ON 6-MIL VAPOR RETARDER ON p UELL-COMPACTED CLEAN FILL. '-. —° TER'YITE TREATMENT TO BE ^ - BORA-CARE APPLIED AT FRAMING. 2p Lm L 4" 1'- '' 4' (2) b MISAR ON CHAIRS 1-STORY FOOTING 1 W/ BLOCK WALL SCALE. -l-L `4' GONG, RENF. W/ 6'x6' wIRXWL40 UWN oN i 6-MIL POLY ETHYLENE VAPOR RETARDER 1,4"L I TED CLEAN FILL TERMITE 0 8, TREATMENT SHALL BE BORA-CARE (U b W15AR ON CHAIRS 4 THICKEN EDGE SCALE. In'-I'-0' w °J w z � _ Q ) b'xb' WAXWIA ~ ° b-MIL. VAPOR M FIRE COMPACTED CLEA PM FILL TREATMENT TO BE - M APPLIED AT FRAMING. 15 REBAR ON CHAIRS w 4° 4' 4 0 4, 1-STORY FOOTING &T_J�RONT�PPORCHES T -14 NF. W/ b'xi' WUXPOR USM OV6 POLY ETHYLENE VAPOR III R ON UELL-COMPACTED CLEAN F MR'IM TREATMENT WALL DE CARE (2J b RE ON CHAIRS, jGARAGE STEP-UP 1-STORY L.B.W. W/ UPLIFT \ 6D EXTENDED FOOTING SCALER I/2'=1'-0" (1) b REBAR VERTICALLY UI/ GONG POUIEP CELL GEE ENERGY INSULATION R- TEXMURED I b' crru n � IR' �q BTUCCOl w TOP a 4' OONC REINFORCED W/ 6'X6' z_ Q WAMIA USF OR FBERMESH ON L ° 6-MIL VAPOR RETARDER ON L-COMPACTED CLEAN PILL. M TREATMENT TO BE -CARE APPLIED AT FF.AM z p � 4' g, g�� 4" (3) b RE ON O4AIMS 2—STORY FOOTING W/ BLOCK WALL 1 J SCALE: I/2' • I' -0" (V Ta REBAR SET IN SIMPSON HIGH z " STRENGTH EPDXY 6' EMBED. MIN. E 4' CONC, MINK W/ WKS' UAXWA0 a-.- USM ON 6-MIL POLY ETHYLENE ° VAPOR RETARIDER ON " °• UELL-COMPACTED CLEAN FILL IM IM TREATMENT &HALL BE BORA-CARE TYP. RETROFIT FOR amu"W� z�.C.ME 8E PLATE TO SLAB W/ }' WA6FER T' LT W/ 2' WASHER T' IN. • OC MAX. • 32' OC MAX 4 REINFORCED W/ 6'Xb' WIAX UIL4 UAW HISERMESH ON 6-MIL. VAPOR RETA ON WELL -COMPACTED CLEAN E FILL. TE TIE TREATMENT TO DE 4, BORA- APPLIED AT FRAMNG. I' &, (21 b IEBAR CHAIRS 1-STORY FOOTING %ro3'� AT L.B.W. (W/ UPLIFT) a l 4' CONC, IENP. W/ 6'x6' UIUXWAO LLLLM ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON DELL -COMPACTED CLEAN 4° I.4' FILL TERMITE TREATMENT SHALL BE DORA-CARE GARAGE STEP—UP rJ. NON —BEARING 1'_O" � �� C-kN J'v� \ 4 v� 4' AkIUlAO WUM OV a raRAGE STEP-7,71 NON -BEARING EXTENDED STEP EMBED. m �,I w > ON 1 m t=1 ^� ° . O 4' a' 4' O ARAGE STEP-UP 2-STORY L.B.W. EXTENDED FOOTING SCALE: 1/2' a l' -0" 61-Ab I Vt' O)RB I_ in, W/ llil WIAXIIIIAO WUM ETHYLENE VAPOR ELL -COMPACTED CLEAN EAMENT &HALL BE ON CHAIRS c z- E REIPF. W/ 6'xi' WAXWIAO UUM _ ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN TERMITE TREATMENT SHALL BE z W -CARE (2) «& ON C4AIR8 LAB AT GARAGE 7 SERVICE DOOR r GALE. In'=1-0' 14 NOT USED POURED LINTELCONt. IllIb' cm FLLED CELL (TYPE W 2X WALL MRA"MNG 4' IRD /-6°X6' W 4XWA opt O6 MIL VAPOR RETARDER DELL -COMPACTED CLEAN FILL TERMITE TWAIll TO BE BORA-CAM AMBIJED AT FRAMNG (3) b MEAR ON 2-STORY FOOTING �1 AT L. B. W. IS' O.G. MAX HEIGHT GF GARAGE 6EOWE DT O Lill ill VARIES WITH SLOPE �2' R'I' EMBED. MNL • MA w +7vxY FOR EXPANSION r V MINF-01I W/ 6'X6' WL4XWL4 uuP FIDER'MEGH ON 6-MIL VAPOR META R ON WELL -COMPACTED CLEAN FILL. TE TREATMENT TO OE m -01 4' APPLIED AT FRAMINB'. v-8• (2) b M-2 AM IRS GARAGE STEP-UP W . UPLIFT ul In, • BTEMWALL TO BE MN. 3 COURSES 9 MIDAIR VERTICALLY W/ C2%r- POURED CELL b' cm z F a NOTE, OPTIONAL USE OF CONCRETE CURD • GARAGE ry WALLS TO BE DETERMINED BY 5� BUILDER BY DIVISION. STOP CURD HEIGHT VARIES 4. w w a 0 4' GONG. REINFORCED W/BEtl WA R RE UE OR FERMESH i-MIL VAPOR •r•: RETARDER ON LL-C-Cd`IPACTED CLEAN q. FILL. TERMITE TREATMENT TO BE BORA-CARE AMBLED AT FRAMING. L 4' I'-O" 4" (2) b RESAIR ON CHAIRS 8 18. 1-STORY FOOTING 8 AT GARAGE SCALE, THI 2500 PSI * 28 DAYS PLATE TO SLAM UV II • GLAD RERMFORRCED W/ M NAIL 32' O.G. MAX I' Host Imo° 6 x 6 - WL4AIUA UUUM. 0'-0' IN. FLR - 'LONG. REINFORCED W/ 6'X6' WI.4)QUL4 in, RADI = A ap OR FIDER'IESH ON 6-MIL. VAPOR �- OR R y a = w O z_ ER ON YELL -COMPACTED CLE _ m FILL. ITE TREATMENT TO DE a" I'-m" 4" BORA- APPLIED AT FRAMNG. K w (2) IS, M CHAIRS 12. MIN. POREGRouND 1—STORY FOOTING �• -• � � � AT L.B.W. { W/ NO— UPLIFT) 3 STAIR DETAIL 21J SCALE: IllSCALE; STUDS 16' O AX\ SECURE BOTTOM HEAD VARI WI SRIPSON Sill 10 HEIGHT OF GARAGE SECURE bt. A O W/ 1fxS' VARIES WITH SLOPE 2 T' EMBED. AD W/ IOd TO • 37' 04. GLAD MAX MIN. • OC MAX RY 'E D FOR EXPANSION w to w > a ? �p t ' CONS. REENFN7RCED LW 6'X6' MAXIMA CONS IEA'FORC.ED Ulf 6'Xb' W1,409A OR FISER'ESH ON 6-MIL VAPOR FU'#RMESH qti 6-MIL VAPOR z RE ER ON DELL -COMPACTED GLEAN z MET ON UELL-COMPACTEDD CLEA L w FILL. ITE 71EATMENT TO BE L FILL. M TREATI-E TO IE _ 8' 4 .4' SOMA- APPLIED AT FRAMING, I'-0" 4° MORA- APPLIED AT FRAMING. (3) b WEIA CHAIRS I e (2) b REBAR CHAIRS, GARAGE STEP-UP GARAGE STEP-UP 2-STORY L.B.W. W/ UPLIF L.B.W. W/NO UPLIFT SCALE: I/2'=1'-V a GRADE - WLK AND SEAL IS LINE PVC SLEEVE 11� NOT USED R GAB LINE —(1) 9 M TSAR I Y W/ GONG, OEL 6' cm z E � OF = 4, • GARAGE c, ETERMNED BY STUCCO DIVISION. STOB 141-n VAREB w w o- � z s 4 >z y L a 4' CMIl REINFORCED UV 6'X6' WIAXUAA m ° OR rEMW'E&H ON 6-MIL VAPOR RDER ON UELL-COMPACTED CLEAN .. . PILL. TERMITE TREATMENT TO BE DORA- RE AMBLED AT FRAMING z W 4 all e 4 (3) b REBA ON CHAIRS 2'-0 �o 2-STORY FOOTING BA AT GARAGE SCALE: 1/2' = I' -m' WI4X1UIA0 UIIUM b tl 4' V 2'- ,4" 9 MISAR ON CHAIRS 9 C CRETE PAD Sl LOBTRACK ,� FINISH FLOOR 1 O SLAB AT S. G. D. SCALE: TIE VERTICAL WRIAR TO HORIZONTAL II W/ IO' HOOK GROUTED 50NO BEAM V1 4 °a C d (4)Wr' ANCHOR 501-16 a (4),TXV /-'In' DRYWALL ' J-BOLTS MIN. W EI MEDMI W/ 2'X2'XVb' ✓' (2) b REDAR ON CHAIRS WAAND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS WOOD BASE SHER (3) IS REBAR ON O4AIRRS PRIOR TO FELTING. (SLEEVED ANCHOR IN . SOLID ROM ACCEPTABLE RETROFIT) ° EXT. /INT. FRAME WALL TO U15R�BLOCK WALL CONNECTION 4 (FICLA I� VI RTICALLY W/GONC. SCALE: 1/)'=I'-0' 8EE ENEI:xY CODE FORI'IB FOR a'" °' INSULATION R-VALLEB 16 GAs LINE THRU BLOCK b Q rLIENOWREP n' GYP. WL DD. FOR INSPECTION P•P�I' z WOOD BASE L ,. ° NOT USED L q w 4' CONC, IIEINF. W/ 6'xb' U44XIMAO WIM - I"1 N Z ON #-MIL POLY ETHYLENE VAPOR ( I RETARDER ON SELL -COMPACTED CLEAN m'-m' FIN. FLR I °,.• 0 FILL TERMITE TREATMENT SHALL BE BORA-CAM ° as ° a TIE VERTICAL REBAR TO HORIZONTAL (2) b RESIAR • I -STORY °., MOM W/ IO' HOOK (3) b REBAR • 2-STORY OUTSIDE REAR TO BE ro 6' PVC CHASE tNRl FOOTING r7 OONtINUO1S = Ep (1) b VERT. DOWL c LAPPED We BOND BEAM ° (1) b IEBRN AR AT COWERS ::,-STORY ° . W/ 26' LAP MIN. 3 4' 8" 4" (2) b W15AR ON CHAIRS 2-STORY 2'_I" MIN. LAP (3) b M5AR ON CI4AIRS HORIZONTAL/VERTICAL PIPE THROUGH E REINFORCING REBAR LAP AT FOOTING TYP. REBAR LAP 1-STORY FOOTING SCALE. — Bc AT LINTEL CORNERS D W/ BLOCKW,ALL ALL E1XTEETRIOR FOOrr=RS AT 7INISI1 STAB'S TO BE MIW. 12" BTELOW UNJDISTUTFZBETD SOIL ��� OT USED nor 4 a ° ;:,. REINF. UV #'x6' WIAk1111.40 WII'M -MIL POLY ETHYLENE VAPOR TAMPER ON UELL-COMPACTED CLEAN ° FILL TERMITE tIEATMENT SHALL BE CARE w(2) b ON CHAIRS m4' I'114' GARAGE STEP-UP 2-STORY L.B.W. W/NO UPLIFT 6 c EXXTTENDED FOOTING SCALE: in"=1'-0' FECES& FOR GARAGE DOOR m 4' CONC, REINF. Ulf WW WAXWIAO WLM ON 6-MIL POLY ETHYLENE MAYOR IETARDER ON 1-mUELL-COMPACTED CLEAN PILL TERMITE TREATMENT SHALL DE BORRA-CARE (V b M5AR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: V2'.I'-0' SHOWER RECESS FO MINE.':�= 0'-0' FN. FLR �' a E VE1RtIGAL REDAR HORIZONTAL Q _a. R W/ 10' HOOK �0 /HO RIZ 0 NTAL/VERTICAL REINFORCING AT F BEARING CHANGE SCALE: InI.P-OI CONTROL DATE: 07/01/151 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w U w `. ti 0. W p F A F: aveDrv. ae LOT: CREEKSIDE LOT 53 PROJMCT# 04321.000 053R1 MODEMA 4EAB /� 1672— ARIA" GOWING: O INS: LEFT PAGIM MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C JDATIC: 06/06/18 OCALM 1/4'1=1'-0" Oi3��T FIBERGLASS SHINGLE - OVER 030 FELT PAPEf INSTALLED PER F5Cf RR905.1.1 ON a' O.S.E SHEATHING OR }" CD: PLYWOOD SECURE: PER FASTENE1 SCHEDUL PRE-ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN I%" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1— STORY DUCALN3 L/4" B' cm J4' DRYWALL I'X4' OR 1'X2' P.T. NAILER Ix4 Pt. OR %'x4' MIN. SECURE THRU PRAMS 4 ❑ EXTEND 144' INTO BLOCK W/ V,' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENTLyl WITH"8' OFEACD 4 18' OL. MAX SPAOGA81NGOJAMBOROW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 84IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDY4'1 DOOR JAMB TO BLOCK +3/4 OR +6 4 n WD4DOW TO BLOCK ++3 OR +5/ 5EE ENERGY CODE FORMFOR VSULATION R-VALUES 'GYPSUM BOARD OR k HIGH TRENGTH CLG. BOARD :ONC. FILLED LINTEL BLK W/ (1) 5 REBAR CONTINUOUS 'RECAST LINTEL EE ENERGY CODE FORMS FOR ISOLATION R-VALUES JINDOW ATTACHMENT AS PER V MANUFACTURES SPECIFICATIONS PRECAST SILL lU 05 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS 16" O.G. 8" CMU 1/2" GYP. WL. 5D. WOOD SASE 2X4s FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER F$CR RR905.1.1 ON la O.S.B. SHEATHING OR 3" CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREI=D (SEE DETAIL 5/D3) 2X6 P.T. SECURED TO MASONRY w/ 1/2"xS' A.B. w/ 2' DIA. WASHERS, 1' MIN. EMBEDMENT WITHIN 8" OF EA. END, 32' O.G. MAX IN FIELD. GONG. FILLED LINTEL BLK W/ (1) S REBAR CONTINUOUS PRECAST LINTEL 5/6" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (1) 1'9 REBAR VERTICALLY W/ CONC. POURED CELL 8" GMU N 1—STORY �o GABLE BLOCK'_ 2 WALL SCALE: 3/4" =1' -0" SECURE TO BLOCK W/ V*' 2X4v TAPCONS, OR DRIVE PIN SECURE TO BLOCK ILV (MIN. SHANK SIZE .145 TAPCONS OR DRIVE PIN MIN. HEAD SIZE JWV (MN. SHANK SIZE .148 MIN. EMBROMMENT 04") MIN. HEAD SIZE 300 wm4 N w OF EACH END 4 I&' OJ:. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE MIN. EMBEDMENT I Y4') WITHIN B' OF EACH END 4 NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 1 SECURED THROUGH 18' O,C. MAX SPACING. ON OUTSIDE / SECURED 2X6!• SECURE TO BLOCK W/U-%' NON BTf21CTURAL 4(u' TAPCON MIN. IA' EMBEDMENT IN70 2W'= TAPCON-F NON-STRUCTURAL. tAPCON MIN. I-Y4' EMBEDMENT TAPCONS OR DRIVE PIN BLOCK SECURE TO BLOCK INTO BLOCK (MIN. SHANK SIZE J45 W/J-V TAPCONS OR MIN. HEAD SITE 300 GMIU DRIVE PIN MIN. EMBEDMENT I Ys') • DRYWALL (MIN. SHANK SIZE J45 ' CM WITHIN B' OF EACH END 4 18, O.C. MAX SPACING. 'X4' OR I'X2' P.t. NAILER MIN. HEAD SIZE 3®0 MIN. EMBEDhENT IN) 15' DRYWALL 'X4' 2 4� WITHIN V OP EACH END 4 ❑ OR I'X2' P.T. NAILER SECURETO %V OE.B. X 4' MIN. b2X9�MAX SPACING. OR DRIVE PIN%. BIHANK SIZE J45 DOOR CASING SEGwE To BLOCK W/2-%' DOOR GABIN4 MIN, HEAD SIZE 300 DOOR JAMB OR WINDOW tAPCCN6 OR DRIVE PIN MIN. EMBROMENt I YEN ATTACH TO 2X PER (MIN. SHANK SIZE -145 DOOR JAMB OR WINDOW WITHIN 8' OP EAGH END 4 MAINIPAGTURES DETAILS. MIN. HEAD 61ZE 900 AiTAG4 TO 2X PER IB' O.G MAX SPACING. :MILL EMBEDMENT I Y1) MAVUPACtUREB DETAILS. NOTE, SHIM AS NEEDED TO PLUMB WITHIN 8' OP EACH END 1 IB' OG. MAX SPACING. NOTE: SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEwR) JAMB (DO NOT EXCEED V) OR1AU DOOR DAMS TO HIDCK +1-15/IS' DOOR JAMB TO BIDCK +3' (n1 TO BLOCK +1-15 8" > WLNJAN TO BLOCK +: ALE� 2x4 BLOCKING BETWEEN TRUSSES AT FIRST FIVE BAYS 4'-0" O.C. (AT SHEATHING SEAMS) STIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE AND CONDITION) CONT. 2x4 RAT RUN SECURED W/ (2) 12d's g EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 5/8" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD IX2 FIRE -STOP SEE ENERGY CODE FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRE -CAST GONG. SILL -Ix2 P.T. FURRING STRIPS m 24" O.C. I/2" GYP. WL. 5D. WOOD BASE 2X4,w SECURE YO BLOCK WNs' TAPOONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y1) NOTE: STRUCTURAL 2X MUST BE WITHIN B' OP EACH END 4 ON OUTSIDE 4 SECURED 10' O.C. MAX SPACING. THROUGH NON-STRUCTURAL W6' 2X6:= TAPCON MIN. I-Y4' EMBEDMENT SECURE TO BLOCK INTO £LOCK WA-1/4'TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 , QMU MIN. HEAD SIZE 300 •DRYWALL MIN. EMBEDMENT 149 WITHIN 8' OP EACH END 1 •X4' OR 1'X2' P.Y. NAILER IS' O.G. MAX SPACING. Li 2XOm k' OBIL X 4' MIN. SECURE TO BLOCK W/I TAPCONB OR DRIVE PIN DOOR CASING (MIN. SHANK 61XE .145 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 ATTACH t0 2X PER ME'Nt MIN. EMBEDI Y1) MANUPAGTU6 DETAILS. WITHIN 8' OF EACH END 4 Imo: ®HMI AS NEEDED To PLUMB ID' O.C. MAX SPACING. JAMB (DO NOT ExOEED Y4') DOOR JAMB TO H]'ACK +3-4/1B" n WDJDOW TO BIACK +3-7/1S1 3/8 .11 0 4 2X4:s SECURE TO BLOCK W/ %' 2X4: SECURE top BLOCK W/ .%' SECURETO BLOCK W/ %' TAPCONS OR DRIVE ION 2k4a SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN tAPCONS OR DRIVE PIN (MIN. SHANK SIZE J46 MIN. HEAD SIZE 300 TAPCCNB OR DRIVE PIN (MIN. SHANK SIZE (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 (MIN, 6H,� SIZE Ab HEAD 812E 300 MIN. EMBEDMENT 1 Y1) WITHIN .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN MIN. EMBEDMENT I Y1) WITH" mK e• Cl- EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT 111) WITHIN B• OF EACH END 1 NOTE: StRUOTURAL 2X MUst 8. OF EACH END 4 18' O.C. MAX SPACING. 8' OF EAGH END 4 IW O.C. NOTE: STRUCTURAL 2X MUST 2X6/Am BE ON OUTSIDE /SECURED 16' O.G. MAX SPACING. BE CN OUTSIDE 4 6ECURED MAX SPACING. BE ON OUTSIDE 4 SECURED OECURE TO BLOCK THROUGH NON-STRUCTURAL 2k64• THROUGH NON-STRUGIURAL BECUIE TO BLOCK W/U-V' SEOURE TO BLOCK W/J-%' tHlaCIJGl4 NONIN. I-Y GTUIQAL TAPCON MIN. I-Y1 W/U-!(`' TAPCONS OR E I5EP" IT PCON IINTTO B4LOCK SECURE TO BLOCK W/1-1/4' TgPCONB EMBTEADMMENT INTO 13LOCK. TAPGONB OR DRIVE PIN TAPGONS OR DRIYE PIN EMBEDMENT INTO BLOCK DRIVE PM (MIN. SHANK SIZE J43 OR DRIVE PIN (MIN. SHANK SIZE J46 (MIN. 814AWC SIZE .145 MIN. HEAD SIZE 300 (MIN. SHANK SIM J45 MIN. HEAD SUP 300 MIN. HEAD SIZE 300 W C•1U MIN. HEAD MIN. EMBEDMENT I Yi) MIN. EMBEDI"E?!T IY1) WITUiIN 8, C'Ml MIN. EMBEpI"�TtT I Y1) 1S' DRYWALL MIN, EMBED) jo B' GMU WITHIN 8'OP EACH END 4 e' CMU 6' OF EAO+4 END 4 18' OL. 'DRYWALL WITHIN 8' OF EACH END 4 IS' Or- MAX &PACING. IX4'ORI'X2'P.T.NAILER WITHIN 8'CND 418'OL. 0' O&. MAG. K' DRYWALL MAX SPACING. 1S' DRYWALL D MAX SpgCtNG. 2X84® ❑ I'X4. OR I'X2' P.T. NAILER 2XSa NO 2X SECURE TO 2k8m ❑ I'X4' OR I'X2' P.T. NAILER ' 2X8:m ❑ 1' OR I'XJ' P.T. NAILER TO BLOCK W/2-�((,' POORCA81N's SECURE TO BLOCK STRUCTURAL MEMBER 4' PT. X 4' MIN. 9EG1fJE TO BLOC( WR-'I(4' OOR GA61NG SECURE TAPCONB OR DRIVE PIN W/U-' TAPCONS OR W/C2ll7d WITHIN 8' OP EACH,dpCOdB END 1 6' TO 8' OL. MAX DIQ D> PIN OOR TAPCONS OR DRIVE PIN f1„IIN. 81ZE J4B DRIVE PIN (MIN. SHANK SIZE .145 (MIN. 614ANK SIZE .146 MIN. HEAD SIRE 300 DOOR JAMB OR WINDOW MIN. HEAR SIZE ' 0 D0016 JAMB OR WIND011 (MIN. 6HAINK SIZE .145 MIN. HEAD 81ZE 300 OOR CA81NG DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIh1 EMBEDMENT 1 Y1) DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y1) WITHIN ATTACH t0 2X PER MA•IUFActums8 DETAILS. MIN. EMg)ROMENt I Y1) WItHI 8' OP EAGH EI D 4 IS' O.G. ATTACH t0 2X PER MANUFACTURES DETAILS. MIN. EMBEDMENT I Y4') ttAGH TO 2X PER WITHIN 8' OP EACH END 1 ATTACH TO 2X PER ANUPACTWES DETAILS. B' OF EACH END 4 18' O.C. MAX &' WITHIN 8' OP EACH END 4 MANUPACTTURES DETAILS. 18' O.G. MAX 8PAGING. MAX SPACING. : SHIM AS NEEDED TO PLUMB NOTE. 8HC1 A8 NLFPED to PLUMB 16' O.C. MAX SPACING. NOTE, SHIM AB NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT ExcrED 41) JN't6 (DO NOT r>CEED Yi) JM18 (DO NOT EXCEEDYII JA1D (DO NOT EXCEED Yi 1 B• CMU 1S' DRYWALL I'X4' OR I'X2' P.T. NAILER ❑ �/_Ix4 P.T. OR VwxX . MIN. SECURE THRu rFRAME 4 EXPEND I-N INTO BLOCK W/ Va'TAPCONOORPRIVEPIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I -Al WITHIN S' OP EACH E4 18' O.G. MAX SPACING ND CASING JAMB OR WINDOW 4 TO IX PER MANUPACTURES NOTE: 64111 AS NEEDED TO PLUMB JAMB (DO NOT Exmm )w DOOR JAMB TO BLACK +3/4 OR +6/4 O BLACK +3/4 OR 3/4W T +6/4 : 3/8'•1'-0' DOOR JAMB TO BLOCK +1-1 2" DOOR JAMB TO BLACK +2 ��//} DOOR JAMB TO BLACK +3" DOOR JAMB TO BIDCK +9 %1 WDLDOW TO BIACK +1-1�" iy1 WIILDOW TO BLACK +2 1/4 n WINDOW TO BLOCK +3" H WINDOW 1tl BLOCK +3 3 4" e &CAL : 3/8'•I'-0' '�18CALE. 3/B'•P-0' SCALE= 3/B'.I'-0' SCALE: 3/8'.I'-0' m FASTENER SCHEDULEu NAIL. REQUIREMENTS TOP CORD BLOCKING At 4' �LL ROOF DIAPHRAGM USE i/16' O.S.B. OR 1/2' CDX PLY WITH INS RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS At 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE INS GUN NAILS m 4' O.C. SIZEI HEAD LENGTH I DIA. TENSILE STR 8d ROUNDMODIFIED 1 '1/8' .113 170o00 OR T 10d ROUNDI'lODINED 21/8' .128 110,000 OR T EXTERIOR SHEATHING NOTE: NAILS TO BE MFG. EY MEMBER OF INT. USE 1/2, CDX OR 1/16, 065 PLY WITH 08 RING SHANK GUN NAILS AT (p' STAPLE, NAIL 4 TOOL AS OVATION O.C. At PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.G. TOP 4 L 0.113 INCH NOMINAL SHANK DIAMETER BOTTOM PANEL AND "8 RING SHANK GUN NAILS AT 6' O.C. AT 2 RING DIAMETER OF 0.012 OVER SHANK DIAMETER INTERMEDIATE SUPPORTS OR'1/16' ZIP SHEATHING SYSTEM 3,16 TO 20 RINGS PER INCH (INSTALLED PER MANUF. SPECS). SEE DETAIL. 4. 0.280 INCH FULL ROUND HEAD DIAMETER NOTE: -RING SHANK GUN NAILS SHALL EE PERMITTED AS AN 5. 2 INCH NAIL LENGTH ACCEPTABLE FASTENER FROM ANY MANUFACTURER -ROOF DESIGN PRESSURE BASED ON WORST CASE O.C. MAX IN FIRST 2 FRAMING NOTE. TYP. EXT. SHEATHING ATTACHMENT q SPACES AT EACH END. FOR SHEAR 4 UPLIFT (OAJ3. TO EE STRUCTURAL m RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE ROOF SHEATHINGS NOT REQUIRED EXCEPT m OPENINGS v z �ROOF 5�4EATHING LAYOUT AND ENDWALL BRACING FOR GAPLE ENE:)ERAMINCz L SCENARIO FOR ZONE 3 ■���t'♦1 ILL ���IR III mm���. III ■��III '8 RING 514ANK CAN NAILS e 4" O.G. TOP e BOTTOM EDGES FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER F5CR RR905.1.1 ON all 0.8.5. SHEATHING OR J" CDX PLYWOOD SECURED PER FASTENER SCHEDULE 11-011 TYP. o.H. MTL. DRIP EDGE J I 2x4 OR 6 FASCIA PER J ELEVATIONS VENTED A SOFFIT STIFFSA t ALL UPRIGHTS OVER HIGH (SEE SEALED G. FOR SIZE i CONDITIO 0.5.15. SHEATHING OR J" CD PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET 02 OR 1/16" TIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) -1/8' THICK, 3 COAT PORTLAND-/ �� CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFI5ER JUM50TEX GRADE "D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPEG5.) WEEP SCREED (SEE DETAIL '1/LUA2 I SECURE G/MIN32" 2x6 P.T. PLATE W/.G. MAX SECURE 2x6 PT. 5L /'x9' ANCHOR BW =RSET IN SIMPSONGTHEPDXY1" EMB32" OGMAX.V THICK, 3 CTLANDCEMENT PLPPLIED un I DIRE( Y TO MASONRY d. I— ORY GABLE / VAULT CLG. LOCK WALL SCALE: 3/4" =1' -m° 0 2X6 P.T. SECURED TO MASONRY w/ 1/2'xS' A$, w/ 2' DIA. WASHERS, 7' MIN. EMBEDMENT WITHIN 8" OF EA END, 32' O.G. MAX IN FIELD. J "8 V DECK SCREWS m 6'-8' O.C. MAX m EDGES 4 12' O.G. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G SUE -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 2x4 BLOCKING 5ETWIEEN TRUSSES WHERE "X' BRACING 15 PRESENT -PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED (2) 12d's a EACH TRUSS TO BE INSTALLED a MID. IN - OF TRUSS SPAN, OR 10- " O.G. MAX. SEE ENERGY C E FOR'?S FOR INSULATION R- ALUES " GYPSUM OARD OR I" HIGH STRENGT CLG. BOARD ��Nx4 0 24" O.G. a INTERIOR KNEE WALL GONG. FILLED LINTEL BLK W/ (1) 2.� "5 RE5AR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U S REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS s 16" O.C. " CMU 1 " GYP. WL. 50. NOTE; PER 1=5CR ReO5.1.1 - FOR ROOF SLO S 2.12 TO LESS THAN 4:12, A (2) LAYER UNDERLA ENT SYSTEM IS REQUIRED. FOR ROOF SLOPE F 4.12 OR GREATER, (1) LAYER UNDERLAYME 15 PERMITTED 5UT MUST 5E PER ASTM D226 TY II, ASTM D 4869 TYPE IV, OR ASTM D 6-t5-t I] IX4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION PRE-ENG'D WOOD TRUSS (TYP) e 24' O.G. MAX SIMPSON META-16 (TYP) VERIFY 7-W/ TRUSS PLAN GONG. POURED LINTEL COURSE 1X4 SYP LATERAL RE-INFORCING 36" O.C. MAX m TRUSS BTM. CHORD, SECURE w/(3) IOd NAILS m EA. TRUSS CHORD GABLE END BRACING SCALE: 1/2"= I'-011 CV RING SHANK GUN NAILS m 6" O.G. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.SM. TO BE STRUCTURAL GRADE) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w y I U w 0 F N0. U w a F s: m%mDiv. la LOT: CREEKSIDE LOT 53 PROJ'ECT�ji 04321.000 053R1 MODEL: 4EAB /� "�11 6�7�2-aaA�R}: I�A�" GARAGE Q A NG; LEFT PAGE: SHINGLE MONO. SECTIONS & DETAILS t60 MPH Up. C ARCHfTECT: STATE OF FLORIDA JUU /0 6 DATE: 06/06/18 OCALM 1/4"=1'-0" si'�ET �2 1$ER3LA55 SHINGLES VER W FELT PAPER I STALLED PER FBCR 2x4 BLOCKING BET N R905.1.1 ON I." O.S.B. TRUSSES At FIRST l FI RGLASS SHINGLES OVER PROVIDE SAVE SH ATHING OR �" CDX BAYS 4'-0' O.G. (A 030 FELT PAPER (OR BAFFLE OVER THE TOP P YWOOD SECURED LASS SHINGLES OVER SHEATHING SEAMS APP OvED EQUIVALENT) ON OF INSULATION FOR PER FASTENER SCHEDULE EMBED. STRA 030 LT PAPER INSTALLED ° O.S.B. HEATHING OR 2" CDX CLEAR VENTILATION VERIFY W/ T 55 PE FBCR RR905.1.1 ON FL OOD SECURED PER PER FBEC R40223 PRE- NG WD. TRUSS PLAN O.S.B. EATHING OR J" CDX F STENER SCHEDULE 24" O.C. MAX. PLY Op SECURED PER F TENER SCHEDULE PRE-ENCs TRUSS ZIP SI-EATHING srsTEM MTL. RIP EDGE SEE ENERGY CODE ORMS I'-D" MTL. P IF EDGE Tip. PRE-ENG p. TRUSS TL. DRIP EDGE SEE ENERGY COD FORMS !INSTALLED PER MANIA. SPECS.) OR 2X4 OR 2 FASCIA FOR INSULATION R ALUPS 2X4 OR 2X6 ASCIA 24" O.G. X. 2x4 OR x6 SUB -BAND FOR INSULATION -VALUES. WOOD SHEATHINCs PER EL vATIONS 5/8' GYPSUM Bo OR 1/2" HIGH STRENGTH LG. BOARD PER E:LI LIONS PE ELEVATIONS " „ Gyf=BUM BO OR WRIS LAYER W, '-0" DOUBLE TOP P ATE VENTED ALUM. 5 It T. 2x4 RAT N SECURED W/ C2) 12d's s GH TRUSS VENTED UM. SOFFIT HIGH STRENG17 CLG. STUCCO WRAP WRB LAYER ""Z, FORTIFIBER VENTED ALUM. OFFIT WINDOW HEAD R SIZE VARIES SEE ENERGY ODE: FORMS FOR BOARD „+ BUILDING PAPER PER WINDOW PENING SEE I/2" GDX OR 1/16" B SECURE TO WALL R INSULATION -VALUES * 1,000 UPLIFT SIMPSON r' METAL LATH I/2" GDX OR 'I/16" SBJ HEADER SP N CHART FOR FASTENER SGHEDUL 5/8" GYPS BOARD OR ONNEGTOR SPZ E FASTEN to WOOD STRUCTURAL SECURE to WALL R RETAILS ON SHEET D I/2" HIGH RENGTH CLG. 2 SYP #2 2X8 STU 1: MEMBER a 1' O.C. MAX t';'.■ 7/a' TEXTURED FASTENER 5CHEDU WINDOW A AGHMENT AS PER OR -I/16 ZIP BOARD D TOP FINISH s WOOD ON SHEET D MANUFA URES SPECIFICATIONS SHEATHING SYSTEM DOUI TOP PLATE WINDO HEADER SIZE VARIES FL E 'M' TYPE CONTROL JOINT OR 1116" ZI SHEATHING SYSTEM WINDOW ILL (INS PER MANUF. SPECS.) PER NDOW OPENING SEE FRAME to BLOCK CONNECTION SEE DETAIL (INSTALLED PER 2x6 St PS 16' O.G. MAX W/ HEA ER SPAN CHART FOR ZIP SH tl-41NCs 15/DI MANUF. SPECS.) INSUL. SEE ENERGY CODE FO FOR INSULATION DE T ILS" SYSTEM NSTALLED RY WALL 6' METAL LATH STRIP rt/8" THICK, 3 GOAT V UES WI OW ATTACHMENT AS PER UFACTURES SPECIFICATIONS PER MAN SPECS.) DIA ANCHOR BOLT 6' WIDE SCRIP SELF ADHESIVE FLASHING, CLEAN CEMENT PLASTER t G SU15FLOOR GLUED AND 1/8" THICK, 3 COAT CEMENT PLASTER INDOW SILL OR WALL AT 1(o" O.C. MAX WITH EMBEDMENT AND 2 MASONRY BEFORE APPLYING - :: TEXTURED APPLIED TO METAL LATH OVER 2 LAYERS REWED AS PER FASTENER APPLIED TO METAL 2x6 STUDS o 16" O.G. MAX W/ SHEATHING DIA. WASHER °> FINISH ®MASONRY "D" HE'.DULE ON SHEET 02 LATH OVER 2 LAYERS INSUL., SEE ENERGY CODE s CMU OF GRADE BUILDING PAPER OR OF GRADE "D' FOR^15 FOR INSULATION 2X8 SYP 02 SIMPSON SPI PAPER BACKED LATH BUILDING PAPER OR R-VALUES WOOD STUDS � EA. 2X8 OVER AN APPROVED PAPER BACKED LATH GLUED AND � T 4 G suAS " AT 12 O.G. MAX STUD VERTICAL CONTROL HOUSE WRAP OVER AN APPROVED HOUSE WRAP SCREWED AS PER PER FASTENER SCHEDULE ON SHEET D2 ]BETWEEN DISSIMILAR 2x8 P.T. SYP nA ATERIALS o SOLE PLATE (I) COURSE TIE-BEAM(4) •a POURED SOLID WITH �, DETAIL '15AUA2 pRE_ENG FLOOR TRUSS z CONCRETE. (I) �✓ SCALE: N.T.S. (INSTALL PER MFG. SPECS.) W Z O Q REBAR HORIZONTALLY CONC. FILLED LINTEL BLK. W/ (I) wo REBAR ^ ° GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD DETAIL �B/UJA2 lL WEEP SCREED PER PRECAST LINTEL ° T 4 c� SUBFLOOR GLUED ND SCREWED AS PER CONTINUOUS ( 1' :; "`•••/// Ix2 NAILEF'✓DRAFT STOP O " PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) U (k LLI � ASTM F_)Eo-C 106TAIL 2/D3 O !SEEE DE ( WINDOW ATTACHMENT AS FA ENER SCHEDULE ON SHEET D2 GYPSUM BOARD OR 0 W PER MANUFACTURES SPECIFICATIONS SEE: ENERGY CODE FORMS HIGH STRENGTH CLG. BOARD LU U _ FASTEN 2X4 BBON CPS. FOR INSULATION R-VALUES IX2 NAIL(=R/pRAFT STOP CMU) W/ C50 126 N S �N PRECAST LINTEL O T z 05 REBAR 16 PRECAST SILL K11� CONIC. PILLED LINTEL BLK W/ "5 Z O.G. MAX, IN PRE -EN OR SS WI OW ATTACHMENT AS PER (l) 1�EBAR CONTINUOUS ll1 CONCRETE C INSTALL C 5/8' THICK, 3 COAT MA FAGTUP;ES SPECIFICATIONS EE ENERGY CODE: FORMS 2 P.T. FURRING STRIPS PORTLAND CEMENT PRE AST CONCRETE SILL R INSULATION R-VALUES O VERIFY P 6" O.G. CONC. F I EL BLK W/ PLASTER APPLIED P CAST LINTEL 0 0 PLAN" 11 C1 B CONTINUOUS DIRECTLY t0 MASON R lU "5 BAR VERTICALLY W/ CON POURED CELL WIND ATTACHMENT AS PER MANUF GTURES SPECIFICATIONS z 1 Q R_4.1 1/2" YP. WL. BD. IB 13O N 5/8" CHICK, 3 OAT Q U N IN LATION Ix2 P.T. ING PORTLAND MENT PRE-G t CONCRETE SILL (0 *4 NTINUOUS REBAR FASTENING DET StGM S 0" O.C. PLASTER WOOD SE 11 TLYIED O lU s RE R VERTICALLY .Q O v SCALE: 3/4"=1'-0" 1/2' GYP. WL. P. ASONRY W/ GONG. P URE:D CELL m Z Ill *4 REBA 48" LONG Q WOOD BA5E � Ix2 P.T. FURR G ly 4 W/6" HOOK m 24" O.G., Z z 0 -0 STRIPS s 24 C. O 'T_ MIN. 24' INS B Roor SS uPLIFr t FIN.FLR 8" CMU IL _ 0 2'-0" CM IN, CONNS OR NOT i LL] 1/2" GYP. WL. BD. IN 5LAE3) CLARITY ,I. WOOD BASE 17 SHOP Puri a 'u. W LL I a 3 1/2" GONG., REI W/ ro"x61, ij:� a a � a C TIO N l °. 11 4 WI.4XWI.40 WWM ON -MIL EXTERIOR WALL EAtµINµOT — � POLY ETHYLENE V FOR 2—STORY —STORY �,. � ' ° OOD o RETARDER ON ) FAs EACH 3tuD t0 DBL" P PLATE ��V..JJ WELL -COMPACTED CL AN W/uuseP8 -SNAIL WALL WALL FRAME TO > �, TME FILL TERMITE tREATSHALL SECTION SECTION LOCK WALL 2'-0" BE BORA-CARE ECTION AT TOP B C3) 15 REBAR CONTINUO OF EXTERIOR WALL SCALE: 3/4"=1'-0° SCALE: 3/4°=1'-0° ON CHAIRS SCALE: Nts FIBERGLA5S SHINGLES PRE-ENG GABLE TRUSS FIBERGLASS SHINGLES OVER 030 FELT PAPER VER #30 FELT PAPER PRE-ENG GABLE TRU55 NOTE INSTALLED PER FBCR RR905.1.1 ON J" O.S.B. SPF STIFFBAGK (SEE SEALD TRUSS ALLEp PER FBCR RR9 I ON o.S B. SPF STIFFBACK (SEE SE?ALD TRUSS DIAGON ACE: XTERIOR WALL 8TWD6 PLACE STRAPS SPACED WALL SHEATHING AND FASTENED AS ERG. PACK FOR SIZE t CONNECTION) ENG. PACK FOR SIZE E CONNECTION) CENT TRUSS SHOWN WITH ONE SHEATHING OR } Cpx " PLYWOOD SECURED 2x4 5PF BLOCKING BETWEEN SHEATH( } CDx PLYWOOD S RED 2x4 SPF BLOCKING BETWEEN S OR HIGHEST ADDITIONAL S AT FASTEN SruD o ISLOCK WALL EACH WINDOW STUD WITH USP MST STRAP WITH PER FASTENER TRUSSES AT FIRST (5) BAYS 4'-0' PER FASTE TRUSSES At FIRST (5J BAYS 4'-0" IDGE:. DIAGONAL FASTENERS As INSTALL D O.C. (AT SHEATHING SEAMS) SCHEDULE O.G. (AT SHEATHING SEAMS) BRACE TO BE: m ANY STRAP • EA E UN.o) + ( COMMON NAILS NOTE: MTL. DRIP EDGE SPAN 15'-0' OR GREATER RE FER TO SPACE STRAPS AS F -1-10 MPH 'c': 32 OWS" TUD eOJ48 DIA X 1 1/2" ) MTL. DRIP EDGE DIAGONAL BRACE a 110 MPH 'e': 32' o PRE-ENG WD. 2 CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA PER ELEVATIONS - 7 S 24' TRU55 ENG. FOR ADDITIONAL -160 MPH 'G': 32' IB0 MPH 'e': 48' O.G. STRAPS INSTALLED O.C. OVER WALL SHEATHING 2X4 OR 2X6 FASCIA O.C. MAX. HIGHEST RIDGE. DIAGONAL BRACE to BE m ANY SPAN SECURED W/ (3) 12d HORIZONTAL TRUSS -140 MPH 'C' 48' TOP OF STUD WALL o.C. PER ELEVATIONS 15'-0" OR GREATER. REFER NAILS REINFORCEMENT. _ SOLE PLATE SECURED W/ (3) 12d SECURE TO t0 TRUSS ENG. FOR SEE FASTENER SECURE: TO 0'-0' TO 30'-0' (1) FILL ALL REMAMING STRAP HOLES W/ 10d NAILS INTO NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE ON SH)=Et TRUSS W/ X-BRACE: -` WOOD ®ACKIWG I/2" CDX OR 1/16" OSB (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 12d 30'-I' TO 60'-O' (3) SECURE t0 WALL PER NAILS 0'-0" t0 30'-0" ll) FASTENER PATTERN I/2" CDX OR �/16" OS$ AlL' X-$RAGE (1) X-$RACE TOP DO NOT PLACE SCREW IN TOP HOLE NEAREST TO TOP FASTENER SCHEDULE ON SHEET D2 X-BRACE SECURE t0 WALL PER CENTER AND (2) MASONRY WALL OF CM BLOCK WALL ZIP SHEATHING 30'-I" to 60'-0" (3) FASTENER SCHEDULE BRACE DIVIDED EQUALY FROM CENTER a CONNECT eottoM of TEM SYSTEM SYSTEM (INSTALLED PER X-BRACE (1) X-BRACE ON SHEET D2 TO END STRAP To CMU BLOCK WALL W/ rT) s/16' DIA x I CK MANUF. SPECS) 0 CENTER AND (2) OR 1/16" ZIP SHEATHING TAPCON MASONRY WEEP SCREED, SEE BRACE DIVIDED CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER SYSTEM (INSTALLED PER ANUF. SPECS.) CONT. 2x4 5PF RAT RUN SECURED 2—STORY CMU BLOCK WALL u>G DETAIL 1B, SHEET WA2 (2) 12d'a 6 EACH TRUSS TO END 2X4 W/ 3/8' X 5 LAG (2) 12d s a EACH TRUSS ABLE END �� 2X6 P.T. SECURE W/ 1/2'X9" ANCHOR (2) 2x4 "2 S.Y.P. DIAGONAL BRACE W/ GABLE 632" O.G. MAX. O SIMPSON MST (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) 12d's a EACH TRUSS DIAGONAL s BOLT 32" O.G. MAX. (3) I2d's * EACH TRUSS DIAGONAL X-BRACING TO COVER 5-TRUSSES X—BRACING ® 32" MAX. X-BRACING TO COVER 5-TRUSSES BRA XTERIOR STUD WALL CONNECTIO NAIL GABLE to 2x6 5/8 GYfi'SUM BOARD OR I/2 HIGH D oP PLATE 5/8' GYPSUM BOARD OR 1/2" HIGH TO FIRST FLOOR MASONRY WALL W/ 126 NAILS 6" O.C. STRENGTH CLG. BOARD SCALE: 3/4"=I'-m° 2X D 16" O.G. MAX. STRENGTH CLG. BOARD SCALE: 3/4" _ ° 3 SCALE: NTS MAX. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J w U W a 0. w a F A h otmDzv. as LOT: CREEKSIDE LOT 53 PROJZCT# 04321.000 053R1 MODICLA 4EAB "1672— ARIA" GARAGE BWMG: LEFT PAGE: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA '_ I k 06/06/18 BAAXM 1/40j=1"-0'° 1 TOP PLATE is, O.C. MAX. SECURE 2X4 W/ 2-1/4k TAPCONS OR DRIVE PIN IMIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4' U '• EA. END NOT TO E 2X4 SOLID SECURE TOO WITH MIN.1,42c ►NOTE: NAIL 5I-E1EEA1'NING TO ALL 2X AS PER ;!*XT. 6+41=-ATI4ING NAILING, Sd 4" O.C. MAX tD ELDGES 4 6"-S" O.C. MAX IN Tl 4E 1=1ELD — • - . VA mg �s lip i I UNIONS I NEW-" I lkmm I NEEMN I R 0, C_I SECURE 2X4 W/ 2-4L r TAPCONS OR DRIVE PIN (MN_ SHANK SIM .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4' W/IN S' NPLAEA END NOT a oc M A WA r 2X4 SOLID SL 6ECURE t0 SHEA WITH MIN.2-12d PER EA END EXTERIOR ARCHWAY 1 WITH WINDOW 1 SCALE: N.T.5. tCLOSED VALLEY FLASHING DETAIL V 132' O.G. $ 501 a C . Bc 1/2' C -a ARD WOOD 1/2, D A UDB •I6' G' U.ON. 2X4 CONT. 2X4 WOOD STRESS STUDS 0I6, BLOCKING O.C., UDX MID -WALL SECURE Bt. 112 VW A PLATE TO B I/2' DRYWALL 32' O.G. " W/ 10d MA RY EMBE NAIL a 32 O MAX �r� t-CONC. SLAB F DET I 1ST FLOOR INT. BEARING W. (NO UPLIFT) SP4*32' MSTA-36 32' MAX SO4*32' O.G. AX cw .o, b.C. MAX-J /1ST FLOOR INT. BEARI (W/ UPLIF' XTERIOR ARCHWAY 2X4 SECURED TO GABLE ENG W/(2) 611 O.C. L-3ID • BLOCKNG —2x4 BLOCKING • EA. RAFTER EA. P2.5 Ea RAFTER 2x4 RAFTER • 24' O G. 2x4 FRAMING (TYP) �1 FRAMED OVERHANG U NTS. 2X4 TOP PLAT GLG I 1/2, GLG. / 2X4 CONT. 1/2' DRYWALL STRESS BLOCKING MID -WALL SECURE ST.PLAT TO SLAB W/ 10d MASONRY NAIL o 32' O.C. MAX 2X4 PT. PLATE GONG. SLAB PRE-FAB TRUSS GONT. TAL— TRACkS, OP 4 BOTTOM 1/2' DRYWAL 2X4 WOOD CHANNEL SWAP STUDS a24" STUDS 24' O.C. I p� LAYER OF 1/2' TYPE GYPSUM WA ACI-En �1 ATTACWE I SIDE s 12 UPRIGHT v� \ ONC. SLAB 1ST FLOOR 1ST FLOOR TYP.INT. WALL W L TYP. INT. WALL METAL STUDS NON— BRG. f' 8 SCALE:1/Z'.1'-O" SC (NON -11'-0' TRUSS TO WOOD FRAMING SIMPSON MT5-12 ® PRE-EN(s, TRUSS AO TOP LATE 2 T STRESS pBL. 2X TOP PLATE i I ID WALL OS.B, B 5 WOG. MAX, OR IAA ZIP SHEATHING vt Al2x N SYSTEM (INSTALLED PER MANUF. SPECS.) i SUBFLOOR GLUED 2X BLOCKING o CREWED AS PER TOP OF A ER SCHEDULE 1/2' CDX y ? I FLOOR STUDS TO z FLOOR STUDS 2X STUDS 16' O.C. MAX. w SIMPSON MSTA-36 A 32' 2X BTM. PLATE O.G. MAX 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR GIRDER PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE PRE- ENGINEERED FLOOR TRUSS 2x CONTINOUS STRESS LOCKING MID WALL (D CONTINUOUS SHEATHING TO SEGIN AT TOP OF BLK �2 BTUDB • I6' O.G. MAX, W/ 1/4' GAP FROM SLK TO OS.B. UD . �I/2' WL. BD. 2O HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT PERIMETER OF OSB. t0 PROVIDE CONT. NAIL PATTERN SECU ST. PLATE TO SLAB W 'x9' ANCHOR Q3 REMAINING AREA TO SE SHEATHED FROM DEL. TOP BOLT W/ WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMPSON P STRENGTH EPDXY 1' E ED. MIN. ® SHEATHING • TOP OF WOOD FRAMED WALL TO BE �31 STAGGERED MIN. OF 16' FROM SHEET BELOW AX 2'C. O. Q INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 2—STORY L.B. EXT. WALL SHEATHING SCALE:I/2'=I'-0' 4 SCALE:I/2'=1'-ID' SIZE PER DOOR/\ WINDOW OPENING I�. TYP. EXTERIOR WINDOW/ DOOR OPENING WD FRAN L SECURE 2x4 ON� L FLAT TO BLK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) VXS' A -BOLTS 4" EMBEDMENT MIN W/ 2"X2'Xls' WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR PDR IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK a CENTER OF DOOR HEADER WIMA'X8" J-BOLTS 4' EMBEDMENT W/ 2'X2'X1b' WASHER AND NUT. (NOTES: I y C ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT �-� GARAGE DOOR BUCK ATTACHMENT v SCALE:1/2'=I'-C' " CDX PLYWOOD (o'-C" OPENING Pr a— a a 4 a ° PRECAST LINTEL a ° Q d TO SECURE� ED MIN I/Z L THAN q I4 ° d I I ', WIND T E a SE TO L CK o a ° 4 LOCKS ° T BLOCK W/ (2) OR DRIVE PIN A145) - E C MBD.1 1 #°I a T IN 8' OF EACH D AND 1 O C. MAX SPACI ° ° a CMU W L—/- 4 �a 4 _d 4 v a a e 4 o ° a Q °. d °Q a ° 4 ° 4 �.... ARCH WINDOW FRAME SCALE: 3/4" =1'-0" PRE-ENG TRUSSES W/ TR 455 CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE C I_E STUDS o ' O.G. S P50N LST -12 a EA. JACK YPTUD, SOT IDES OF OPENING 2x St 5 • 16' O.G. MAX W/ SH PING. SHEATHING TO BE PIN � OF WINDOW/ POOR ENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME. SE 12d NAILS, TWO WITHIN r EACH END 4 NO MORE TH 12' O.G. STAGGERED SP4 P5 TOP AND BOTT ATES a Eq. FULL LENGTHS D, BOTH SIDES OF OPENI SHEATHING T AP TO BOTTOM OF NG'D TRUSS BELOW_ SH THING MUST NOT BREAK I'- " MIN. FROM 2ND FLR. LINE. -ENG TRUSSES OR FRAMED RAFTERS 14 2x RIDGE ONE SIZ RGER THAN RAFTER41M MIN. (3) 12d NAILS MIN, (4) 10d CAN NAILS 2x4 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS IxS NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 106 GUN NAILS • EA. MUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE-ENG TRUSSES PRE-ENG,TRUSS ALTERNATE CONNECTIDIQ MSTA-24 RAFTER TO 'G HEADER SIZE PER SPAN CHART. o� TYP. INTERIOR 11 DOOR OPENING WD SCALE. 1/2'=1'-O' 5 REBAR VERT. IN 50LID GROUTED CELL S/S' THICK 3 COAT CEMENr PLASTER APPLIED DIRECTLY TO MASONRY 4 CONV. FRAMED ROOF SCALE: 1/2' = I' -0' PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS a 16, O.C. MAX SIMPSON LBTA-@ A. JACK BOTH SI OF PE C 2 Ib' O.G. MAX W/ PING. SHEATHING TO SE PIN }' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN GPART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) CK STUD ASSEMBLY TO BE 8 RED ONE PLY s A TIME. USE NAILS, TWO WITHIN 6' FROM E END t NO MORE THAN 12' 0. . TTAGERED 1/2'x'3' A.B. MIN. i' EMSEDMENMT S" END 4 32' O.G. MAX, SP4 OR H5 ® TOP AND BOTTOM PLATES s EA. FULL LENGTH STUD, BOTP SIDES OF OPENING. LINE OF SLAB CORNER BEAD SEALANT 4 SACKER ROD 8' Cm SEE STRUCTURAL FOR REINFORCEMENT -2x6 P.T. WD ATTACPED TO FILL CELL AS PER PRODUCT SPPROVAL REQ. FROM MIAMI-DADS COUNTY C%ALV,STEEL TRACK BRACKETS FAStENEP TO WOOD JAMS W/ 3/Ib'xl 1/4' LAG GALY. STEEL OVERHEAD DOOR SCIMWS VERTICAL TRACK I MIN, SY OTHERS SY MAUF. SLIDE FASTENED TO TRAROOM RACKETS LLV Iii44''`-20XB I/2' GARAGE DOOR JAMBS CARRIAGE BOLTS 13 SCALE: I/2'=1'-ID" AND LOCK NUTS. PRE-ENCsi� Tf MTS-12 7/Iro" OSB. O.S.B. SPEAT OR }' CDX PLYWOOD, T D PER FASTENER CHE ET 2 MTS-12 OR 1/I6, ZI SPE HI SYSTEM ! R 7'" MANUF. 8 2x4 PER STU $CURE BETWEEN S BAYS W/ PRE -EN (3) 12d' EACH END 2x DOLLS TOP PLATE UDS • 16' O.C. MT -12 o EVER STUD 2x4 ST. PLATE DORMER 16ZKSCNAATTACHMENT@VScALE1/201 WALL DETAIL @ 2X4 DEL. TOP PLATE X4 STUDS fib TEXT. FINISH META-16 VGMU WALL �i m • II15 UPLIFT SIMP80M PTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL " IS00 UPLIFT (2) SIMPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WAV 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO GONT -POUND LINTEL BOND BEAM TAP GONE MIN. 2' CO) 2' APART TRUSS ANCHOR 12 RETROFIT N.T.S. CONTROL DATE: 07/01/15 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F itll, U 0 F 0. U W A F A sysarv. ae LiOT: CREEKSIDE LOT 53 PROJECT# 04321.000 053R1 alsoaELr 4EAB "16"72—ARIA" GARAGE iI YnNG: LEFT PAGIM misc. DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA JDATE: 06/06/18 OCALM 1/4"=1'-O" 8*1EET kiiia- :mj 1)4 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U W ti 0. ti U r F ML)Cti av>aa=v. a� LOT: CREEKSIDE LOT 53 PROJECT# 04321.000 053R1 MODEL: 4EAB "1672- ARIA" GARAGE 8WING: LEFT PAGE: PRODUCT APPROVALS L160 MPH EXP. C ARCHITECT - STATE OF FLORIDA JUN 06/06/18 BCALM 1/4"=1'-0" ups NOTE., NOTE: NOTE: IF ZIP SHEAtHINCz SYSTEM IS APPROVED BUILDING WRAP IF ZIP 514EATHINGx SYSTEM IS INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4" SELF -ADHERING MEMBRANE 6" F" a VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE MANUFACTURERS MANUFACTURERS u, ENDS) t F' a HORIZONTAL LAPS, WRAP MATERIAL) OVER INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH FORTIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE / 1" OR LESS PIPE PREFORMED CONTROL JOINT -� �' THICK 3 COAT CEMENT PENETRATION FLASH FLASHING (C MPATI Cs MEMBRANE FLASHING tGOMPATIBLE W/ HOUSE FLANGE OF CONTROL JOINTS T \ PLASTER / \ WRAP MATERIAL) OVER 4'x4' �, i SELF -ADHERING MEMBRANE ,,µ BE WIRED TIED TO LATH e 9 WRB LAYER 02, FORTFIBER FLASHING OVER APPROVED O.G. MAX (VERT.). NOTE; DO BUILDING PAPER I' MIN. LAP a METAL LATH HOUSE WRAP. NOT FASTEN CONTROL JOINT TO / \ FLASHING TO EXTEND ONTO PIPE WALL EVEN IF STUD EXISTS LI BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH %' LEG MAY BE USED TO TEMP. FASTENED *I' (VERT.) O.G. MAX I" SECURE CONTROL JOINT AT SUPPORTS X X X — DURING INSTALLATION CUT AND OVERLAP ONE SIDE OF FASTENERS TO BE SPACED STUCCO WRAP METAL LATH SELF -ADHERING MEMBRANE _ FLASHING CUT AND OVERLAP Or ELF -ADHERING MEMBRANEE • 1' Or— MAX VERTICALLY STEP 0I0I STEP 02 FLASHING WOOD SHEATHING OR T/IF' TIP SAEATHIM STUCCO LAYER "I, PLASH 3 COAT CEMENT WRIB LAYER w, SYSt1 M'QINSTALLED PER STUCCO WRAP _ MANtP S. CS.) METAL LATH —STUCCO WRAP ' 6" MIN PAPER LAP BELOW ONLY WR8 LAYER 02, FORTIFIBER I WRB LAYER N2, FORTIFIBER BUILDING PAPER FORTIFIBER BUILDING PAPER BUILDING PAPER ' METAL LATH '/ ' \ -'� WRB LATER" FLASHING OVER 4'x4' / �� � /�. � � � / � "�- -�' STUCCO WRAP F"xF' SELF -ADHERING MEMBRANE j' To } INSTALL FASTENERS (CLIPS, FLASHIWs OVER APPROVED LATH SHALL NOT SAP MiN. BE CONTINUOUS 6' To a° r TO e' WOOD SHEATHING STRAPS, STAPLES) AS HOUSE WRAP. OR SYSTEM ZIP SHEATHING REG-/ WIRE TO SECURE FLASHING TO EXTEND ONTO PIPE PIPE/ WIRE t0 FRAMING MIN. n,N. SYSTEM (INSTALLED PER 4 x4 SELF -ADHERING MEMBRANE THROUGH CONTROL r s M F. SPECe� FLASHING OVER APPROVED JOINTS BUT SHALL � ,.� �". r . J .�� $ c � � � � � HOUSE WRAP. BE STOPPED AND TIED AT EACH SIDE. I1 MN,LATH PER ASTM C1063 PROVIDE 2X4 BLOCKING / FLASHING TO EXTEND ONTO PIPE L LAP, oven i.l0.1.4 PLACED FLAT MAX. F' TO 8' ALL LAP CONTROL co�NTROLL JOINT Fads o� APER LAP NOTE: \ /� STRUCTURAL STUD SCALE; 1 1/2'=1'-0' Cow. BEAD OF SEALANT 1. FASTENERS FOR LATH TO ISE NAILS OR i INSTALL APPROVED HOUSEWRAP AIR STAPLES IN COMPLIANCE W/ ASTM CIiI INFILTRATION( BARRIER OVER 2. WIRE TIES TO BE (NO, 18) OZ475' WIRE / ! SHEATHING 3. BLOCKING SHOWN MAY BE IN ADDIT1 \ ELASTOMERIC COATING OVER STUCCO/ TO WALL STUDS REQUIRED PER PLAN / G.V. FINISH (SEE TYP WALL SECTION) VERTICAL LATH PAPER DETAIL \ / WOOD STUDS 1, SECTION PER SECTION R703.7 1 +'� Exterior lathing and plastenng NOTE; SHEATHING Exterior use of portland cement plaster SIDE LAPS OF METAL OR -1/I6' ZIP SHEATHING SYSTEM shall comply with the application PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) ' v requirements of ASTM C 926-12A. BE SECURED TO BUILDING �, MIN NOTE' Installation of exterior lathingand framing LAP IF ZIP SHEATHING SYSTEM IS shall comply with ASTM C 063-12A. O„ FRAMING MEM8ERIES. PAPER A INSTALLED, PLEASE SEE M TYPE CONTROL JOINT THEY SHALL BE TIED M BETWEEN SUPPORTS h' g LATH MANUFACTURERS WITH 0.04'15-IN. (1.21-MM) STUCCO LAP WIRE AT INTERVALS NOT 1 3' LAP - PAPER INSTALLATION PROCEDURES MORE THAN 9' (229-MM). AS F'ER ASTM GI063 �� �NT�A_` ION 1TAIL l�R��l O I. FOLD INIUARD • Pr. A I � I I. iOLD INWARD • Pr. A 1$"I" T / a. CREASS • PT. a TI NOTE: {� Or -OLD ® rA L1�C �� UT FOR REPAIR OF TEARS HORIZONTAL LATH �.�.�. DETAIL M WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR FOLD PEEL a STICK . 4a' ® 111611 ZIP SHEATHING SYSTEM (INSTALLED PER I"IANUF. SPECS.) OR 1. FOLD INWARD • O L FOLD NNWARo a la, A WOOD 5HEATH INCH OR CMU �J Pt.A a. craEAse • Pr. IS IURB LAYER "'I, 7. GREASE • PT. B 3. GREASE • PT. G 3. GREASE. PT. G STUCCO WIRAP (FRAME ONLY) 4. FOLD Pr. C OVER Pr. IS TLL PT. G TOUCHES BOTTOM FLANGE � �' g" THICK, 3 COAT CEMENT ® kk PLASTER (FRAME), 1/211 2 COAT I; CEMENT PLASTER (CMU) LEGEN D ��METAL LATH (FRAME ONLY) ®® ®�LAP WR5 4 TAPE OVER DRAINAGE FLANE C UJR5 ROOF/WALL SCREED LANT HR #1/ 5TUGGO WIRAF) • Th BorrGM W47ER 11G!•4T NOTE: SEAL. FOLD, 02 IF ZIP 5I41HAT4NG SYSTEM IS NM CUT. INSTALLED, PLEASE SEE J' THICK, 3 COAT CEMENT z 51IX5' "L" TYPE CONTINUOUS WRB L ACE R *2 ( FORS` F 18E R PLASTER~19) In' a GOAT GxALV, METAL FLASHING I I MANUFACTURERS CMIMTPLASTEIF(GM) (NAIL TO ROOF DECK, NOT INSTALLATION PROCEDURES Ui5 LAYER •2, FORTIFIBER 51.4 4 4 NG RARER) BUILDINGPAPER(FRAME ONLY) WALL SI-1EATHINCF) ER M. CAP SHINCxLE - DO NOT NAIL, STUCCO WRAPt1`IE TAL L ATT 4 STUCCO r-RArtE ONLY) X X X X LAP LAYERS Cr- SUILDNG WRAP INSTALL WITH ROOT= CEMENT OVER NAILING FLANGE, STOP =LgA CNLY)°'STUCCO FR ITM OR CM � ' .. I _� '� ROOF CEMENT ; = e>swALLFLAsuM RooF PER ELEVATIONS WOOD 5�4 ATI41NG �TT/Tl 0 f OR 1/16 ZIP 5+-IEATNING SYSTEM KICK -CUT FLASHING fBM (INSTALLED PER 1" iANUr, SPECS.) �raiu e NOTE: 5ELr—ADh4 S4VE FLA5in4ING — — — — — IF ZIP SI4EATHING SYSTEM IS NO INSTALLED, PLEASE SEE MANUFACTURERS 1" ETAL LATT . LAT4 TO f5rz f=ER SECTION PELT UNDERLA7 _..'T INSTALLATION PROCEDURES �yp p -- WATER TIGHT SEAL (BETJD OR "gyp' Itl�tINSTNIKICK SOLDERDONorr CUT ) fR103.7.1 / A5il l' G-8�i-09/ 1 1'4N. 2.5 L55. SHINGLE ROOFING"4O IFLASI-IING AT BOTTO'I OF ROOF WALL INTERSECTIONS I= IR S Q. 'r A iRD C l,4 �" I L I Y O I� N 01"1 f N,� DRIP EDGE. OVERLAP 9' EXTEND In' BELOW �,t` }}�� `� /� \J SHEATHING, MECHANICALLY FASCIA WRAP L A T4 D O ♦—• 5 NOT 1IE E 5 F G 4� 4 G A 4 ©N 5/ FASTEN 4' O.G MAX " L" F L A S= I N G •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 I W y U W 4 0 Iti U W A F A ti avBarv. as LOT: CREEKSIDE LOT 53 PROJECT# 04321.000 053R1 MODELt 4EAB "1672- ARIA" GARAGE OMMO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA a Hffl"Ate !SCALE: 1/4"=1"-0" 8I=ET NOTE: IF ZIP SH THING SYSTEM IS INSTALLED, LEASE SEE MANUI=AGTU RS INSTALLATION ROCEDUR=S BAGGER ROD BACKER ROD WR5 LAYER "I, STUCCO WRAP DRYER a" CMu '4I X i VENT INSTALL 6" SELF-ADH MEMBRANE FLASHING TOP, SIDES) AND BO FLANGES OF NON -MO) FRAME OF THE EXHAL YON7A BE SET IN BED r TOP AND SEALANT IS TO BE AS TO DEFLECT FROM JOINTS. L AROUND SEALANT ALL INTERSECTIONS ANT AT PERIMETER OF E FRAME AND STUCCO ON ALL SIDES, Y4" CAULKING 6 JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application \In ments of ASTM C 926-12A. tionof exterior lathing and framing omoly with ASTM C 1063-12A. HOODED VENTT ' THICK, 3 COA MENT ►PLASTER METAL LATH WR5 LAYER "2, FORtIFI R 15UILDINGz PAPER WOOD SHEATHINGS (FRAME), (INSTALLED PER MANUIR S CO-) OR woop SHEATHINGS WR5 LAYER M, STUCCO WRAP WRB LAYER , FORTIFIBER BUI INGS P R LATH - V YL CASING HEAD 6' RAISED BAND roll WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING: Z FLASHING OVER KRATCH COAT W/STONE VENEER (FRAME TO BLOCK) LEGEND DR,4IN,4GE PLANE (WR5 LAYER 1, STUCCO WRAP) WR5 LAYER #2 (FORTIFI5ER — — — — — 51JILDING PAPER) METAL LATI4 x—x—x—x STUCCO - WOOD 5I4EAT4NG 7 7// / / 21 OR 1116" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING — — — — NOTE: METAL LATH: LATE TO 5E PER SECTION iR103.i.1 / ASTM G-541-09, MIN. 2.5 L55. PER 5a. YARD (UTILITY OR 1a101" ANAL LATH DOES NOT MEET SPECIFICATIONS) 6B DRYER VENT BUILDINGS PAPER OVER "QUICK FLASH" F_ — — PIPE THROUGH — — WALL I roll SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDINGS PAPER — UNDER 'QUICK FLASH" ELEC. METEfi VERIFY LO STUCCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT GAP (SET IN GONT. SEALANT) SEALANT TOP E SIDES BLOCK V IF ZIP 5F4EATH41NCx SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ENT PENETRATION tl SCALE: N.T.S. HIGH I CJ I V= STUCCO 5CRATCI4 COAT 4 1 COAT OF PAINT W/SACK- ROLL PRIOR TO ELEC. METER INSTALLATION C. METER FIELD ;IFY LOCATION WOOD CONSTRUCTI 1/16' ZIP SHEATHING: SY EM '1/16" ZIP SHEATHINGS SYSTEM (INSTALLED PER MAN .SPECS.) OR (INSTALLED PER MANUF. SPECS.) OR tI�I Cx WOOD SHEATHING WRB LAYER "I, STUCCO WRAP P WRB LAYER 02, FORTIFIBER BUILDING: PAPER 02, FORTIFIBER METAL LATH P1=R woop CONSTRUCTION—FINI811 PINT tEXTUROD ®WOOp FASTEN TO WOOD STRUCTURAL )/LASTER MEMBER a ill O.C. MAX OAT CEMENT e' CMu V TO �' MID -WALL WEEP SCREED 3 ° TO %" MID -WALL P SGRE� W WIDE STRIP SELF ADHESIVE FLASHING:, GLEAN MASONRY 5EFORE APPLYING: roll SEL DHESIVE FL �S4-IING TEXTURED FINISH a MASONRY WOOD FRA D WALL 75 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) EEP SCR D ]FRAME TO FRAME NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WIT4 4 RIGID POLYMERIC I5OCYANOTE-POLY5LEND FOAM i11 . At cri 1- U .)R SIMILAR) APPLY A SILICON SASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :.O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR5 LAYER 01, STUCCO WRAP WOOD 5I-4EATWING APPROVED HOUSEWRAP BELOW CUT SUCH THA' NO MI=MBRANE ENTERS BOX, APPLY TO FAc EDGE APPLY E-Z BEAD — OVER 60 MIN GRADE "D° FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 5T 4*1 5T E •o•0•0•0 0 .0 0. 0• •o •o o• e• •o •o o. o• •o •o o• o. .0 .o o. 0 .0.0.0 0 .0.0.0.0 NOTE: IF ZIP SHEATHINCs SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WR5 LAYER ■I, STUCCO WRAP CUT "X" INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WR5 LAYER 5 T E F #2 WR5 LAYER "I, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE "D' FELT MEMBRANE FLASHING OVER SELF -ADHERING 01 FLASHING OVER APROVED HOUSEWRAP I"*, WRB LAYER 02, FORTIFIBER BUILDING PAPER #r ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #E� STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w rnz U W 0 a, y a F A 81tmi)m ae LOT: CREEKSIDE LOT 53 PROJECT# 04321.000 053R1 MODELi 4EAB "1672- ARIA" GARAGE 91WJNG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE.- 06/06/18 DATE: 3CALM 1/4"=1'-0" t3HEET L,, WOOD SHEATHING WOOD CONSTRUCTION Y4" HAT CHANNEL W/e/e" TYPE "x' DE WOOD SHEATHING WR5 LAY}=R "I, STUCCO WRAP ' THICK, 3 COAT CEMENT PLASTER WR5 LAYER M, STUCCO WRAP - AMIGO AM66-WFWC-780 CUSTOM CASING BEAD WRE3 LAYER M/F=ORTIF STUCCO WRA WR5 LAYER 0BUILDING PA3 COPLASTER 6' SAP. i TOPEED TO spe%'N�kINGSCREED 6' SELF-ADHEREING FLASHING WRAPPED + TOP OF WEEP SCREED TO SHEATHING: 5ELOW - WR5 LAYER 41, STUCCO WRAP - WRB LAYER 02, FORTIFI5 BUILDINGS PAPER 6' SELF-ADHEREING FLASHING WRAPPED + CORNER OF CANTILEVER (SHOWN CLARIFICATION OF NOTE: SEPARAT ACCESSORIES ONLY) IF ZIP SHEATHIN SYSTEM IS ASING BEAD INSTALLED, PLEA SEE 10A DTL. @) CANT. MANUFActuRERs INSTALLATION PROC URES SCALE: I I/2' = I'-0" NOTE: METAL LA?I4: LATI4 TO B� PER S�GTI R703.7.1 / AS?M G-847-fI9, MIN. 2.5 S. PAR SQ. YARD IUTILIl'Y OR NOM AL L H DOSS NOT MEET S EGIF ATIONS) NOTE: IF ZIP SHEAT ING SY MIS INSTALLED, P EASE E MANUFACTURERS INSTALLATIO PROCE RES 5/9, 3/4 HAT 7 AINTED COAT CEMENT VINYL CORNER BEAD VINYL CASING BEAD 11D DRIP EDGE INSTALLATION NOTE: IF ZIP SHEATHING S EM IS INSTALLED, PLEASE S E MANUFACTURERS INSTALLATION PRO E URES 5/8' TYPE 'X" DRYWALL W/tEXTURED 4 PAINTED FINISH THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD OD CONSTRUCTION WEATHER RESISTIVE 5ARRIER "1 WEATHER RESISTIVE 5ARRIER *2 J" THICK, 3 COAT CEMENT PLASTER METAL LATH SEPARATE ACCESSORIES WOOD CONSTRICITON WEATHER RESISTIVE ':`// —5ARRIER M WEATHER RESISTIVE 5ARRIER 02 THICK, 3 COAT CEMENT PLASTER �METAL cLAATpH�� N[� l3R T/fb' ZIF' 3NEATf- Q4 S.STET I �gr aNu�. sres� VINYL CORP. 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE: ACCESSORIES ONLY) EXT. 0()D FRAMED \ WALL FINISH LAYER l2 LAYER 3' X 3" 2(o GA. GAVV PRE-EN&P SS - `� EEL 4 STICK) METAL DRIP E SET IN FULL B OF WEATHER RESISTI X6' EL 4 _ �`\ SEALANT, ii' 5ARRIER STI +DRIP SPACE FR DRIP WEATHER RESISTIVE EDG O FACE TO x BARRIER "2 THICK, 3 COAT CEMENT V RIErJ DECK ��� PLASTER METAL LATH i Ya" G FOR BACKER WOOD SHEATHING I Y2"XI 3/4" P.T. SIMULATED RO 4 SEALANT WOOD (TREX) LER, I Alk k CONTINUOUS INYL CASING 5EA 4" POSITIVE DRAIN) og; WEEP SCREED N (SHOWN FOR SEPARATE ACC B..ANTILEVER DR 0 EDGE- LEGEND EXTERIOR GRADE DRY WALL THICK, 3 COAT CEME PLASTER VINYL CORNER 5EAD DRAINAC;E PLANE (WRB LAVER #I, STUCCO WRAP) WR5 LA�'EFR #2 C=ORTI�=IBER — — — — — BUILDING PAPER) 1" IETAL LATE x x x x STUCCO _. a WOOD 5I4EATI-41NG OR-r/1ro° ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELr—ADPESIVE FLASH4ING — WATER PROOFING I WEATHER RESISTIVE LAYER (2 LAYER P L 4\, BARRIER 01 STICK) WRAPPED FR WEATHER RESISTIVE 5ALCONY DECK t0 / BARRIER 02 CANTILEVER APAW 4- 6" PEEL 4 STICK + , DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SU5 FLOOR EDGE ®® 3" X 3' 26 GSA. GALV. \ METAL DRIP EDGE l SET IN FULL IBED OF I XXI 314P.t. OR At I� 5EALANT, X' MIN. WOOD (TREX) FI E / SPACE FROM DRIP CONTINUOUS FACE TO TREX Ya" GAP FO INYL CASIN 5 A ROD < SEAL W TER PROOFING fat FINISH LAYER AYER LA R (2 LAYER PEEL 4 PEEL 4 STICK) STIC WRAPPED FROM 3/4 RESILIEN 5ALC Y DECK TO HAT CHAN CANTIL R VINYL CASIN BEADTHICK, COAT CEMENT PLASTER I" METAL LATH 5/S" TYPE DRYWALL WOOD SHEAT W/TEXTURE 4 PAINTED WEATHER RESTS VE FINISH 5ARRIER M WEATHER RESISTI THI 3 COAT CEMENT 5ARRIER 02 PLAS R 4' POSITIVE DRAIN VINYZ CORNER 5EAD WEEP SCREED VZY—L CASING 155ADNO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION COLUMN SHEATHING WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER "2 Fi' SAP. -PEEL 4 S7 \CK I VxV "L' FLASHING FULLY EMBEDDED IN ROOF CEMENT rI V X 3" 26 GA. GALV. METAL DRIP EDGE Y4" GAP FOR BACKER I SET IN FULL BED OF ROD SEALANT I` SEALANT," MJIQ1 SPACE FACE TO 7filrx VINYL CASING BEAD WATER PROOFING let / LAYER (2 LAYER PEEL t 4 STICK) • awwrpm n y PEEL 4 000 ICK SU5 FLO I� I I R SIMULA W (T X) FILLER, US Ya' FOR SEALANT OPT ACKER ROD. — M IFIED w /4 RESILIENT HAT CHANNEL 1 WOOD SHEATHINGS 2x FRAMING MI=MBAR WRB LAYER M,00 — S THICK, 3 COAT CE NT stucco WRAP 7 PLASTER WR5 LAYER "2, O 2 1/2" CDR E BUILDING PAPEE- FA It SHEATHING X _ Ax. METAL LATH \" THICK, 3 COAT c `. 5 LAYER *I, PLASTER STUCCO WRAP 6"SELF-ADHERIr FLASHING OOD SHEATHING eo MET LATH DRIP CAP WR5 LAVE I=ORTIFI5ER 5UILDING PAP WINDOW FLANGE CORNER BEAD FT? E 2 1/2" �)CORN ]E]ER ]BEAD CORNER 5EAD FASTENER 4 SPACING v I" O.C.) GMU V THICK, 3 COAT CI=MENT PLASTER APPLIED DIRECTLY TO MASONRY 0P BLOCK WEATHER RESISTIVE 5ARRIER "1 WEATHER RESISTIVE 5ARRIER "2 EXTERIOR COLUMN -COLUMN SHEATHING ;6" SAP. -1 X2"x3' 'L' FLASHING 'FULLY EMBEDDED IN ROOF CEMENT I Xj' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,,i" MIN. SPACE FROM DRIP 'FACE TO TREX VINYL CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM 5ALCONY DECK TO ANTILEVER ICK, 3 COAT CEMENT PL TER 5/8" TYPE 'X' DRYWALL � METAL ATH W/TEXTURED 4 PAINTED WOODS ATHING FINISH " THICK, 3 COAT CEMENT 4' SITI IN PLASTER SG NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFI TION OF VINYL CASING BEAD SEPARATE ACCESSOR S ONLY BALCONY DRIP 11C EDGE INSTALLATION (P COLUMN ( W/" L" FLAS HINGE SCALE: NTS NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS x INSTALLATION PROCEDURES F WOOD SHEATHING 1 WR5 LAVER *I, STUCCO WRA WR5 LAY *2, FORTIFIBER BUILDIN PAPER META ATH $° T ICK, 3 COAT CEMENT ASTER WRE�LAIYER #I STUCC(? WRAP 1Ir�� WR5 LAY 02, TIF15ER = 5UILD1 f METAL LA ; " THIG GOAT CEMENT PLAST (6"S LF-ADHERING F SHING i . DRIP CAP WINDOW FLANGE CASING BEAD @ WINDOW 15 B I T� tJ A A 4- T71 T /l T-1 A T T-\ 1 N. RONALD REAGAN EIL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w aW v W 0 4 q F A x ti STJHDIV. de LOT: CREEKSIDE LOT 53 PROJECT# 04321.000 053R1 MODEL: 4EAB "1672— ARIA" GAiiAGE 19WMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA PRrKT DATE: 06/06/18 SCALD 1/4"=1'-0" SHEET 11 � � �$��I�eii!!I`►�! WRB LAY "I, STUCCO WR WR5 LAYER "2, IF15ER BUILDING PAPER METAL LATH " THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING VINYL ANGED CASING BEAD DRIP GAP WINDOW FLANGE NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS IN5TALLATION PROCEDURES WOOD 5NEATI 4 WR5 LAYER 5TUCG0 W P /LEl 02, FORTH-15ER APER -4GOAT CEMENT PLASTER t RB LAYER n, FORTIE BUILDING, PAPER METAL �At!-I " THICK, 3 COAT CEMENT PLASTER - h"SELF-ADHERING FLA51-41NGz \. Y4' GAP 7YP CA51NS BEAD TO TRIM IX TRIM M5ER m STUcco SIDING: TRAN ION SIDING WR5 LAYER •I, STUCCO WRAP ^ / ,J " THICK, 3 COAT G NT I PLASTER METAL LATH L ER 02, FORTIF15ER f I INC z PAPER ! "LUOOD SHEATHING 1 I LURE LAYER "I, STUCCO LURAP — 6" SEL DHEREING FLASHING PEEL STICK SIDING TO S TUC O CASING BEAD (CROSS SECTION) t WOOD CONSTRUCTION BEYOND WOOD &4EATI-VING WEATHER RESISTIVE i BARRIER 01 i r � / tPER RESISTIVE BA IER 02 / 7 x i ' LAP SIDING RE L i t j 6' SELF -AD ING 1 J FLASHING / / STARTER STRIP of 1 ' ii DO NOT CAULK O ( ; 5EAL OPENING ' GALV.D METAL — DRIP GAF' WINDOW FLANGE CASING BEAD @) WINDOW 15C (FRAME, W/BAND) 51-4EATI 41NG METAL LAT WR5 LAYER #I, STUCCO WRAP WR5 LAYER 02, F-ORTIFIBE BUILDING PAPER " THICK, 3 GOAT GEMENT PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD I19OD 6r.I NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES will, (EXPLODED VIEW FOR CLARITY) UJOOD S�4rzAT rig rim m • �\ WAO SIDING TO STUCCO @9 BLOCK TO FRAME TRANSITION 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER "1 WEATI-ER RESISTIVE BARRIER "2 of 6' SELF -ADHERING / FLASHING GALV'D METAL "Z' FLASHING, DO NOT CAULK OR SEAL OPENING 6" 91MULATED TRIM MEMBER NOTE: METAL LATI-4: LATN TO 5E PER SECTION R-703.7.1 / 45TI" I G-54-7-m9, MIN. 2.5 L55. PER So. YARD (UTILITY OR NOMINAL LAT44 DOES NOT ME1=T SPECIFICATIONS) GO WIRAf W ATI�eR 7HS / BARRIER "I WEATHER 1QEV RAE LSISTI BARRIER "1PSIDING LAy fR #21 F0IRTIFI5EfR �,6 BUILDING fi Af=EfR 1 HERING �IE TAL L AT�4 STARTER STRIP DO NOT CAULK OR SEAL OPENING 8 T4 C</ 3 GOAT C:Er PENT \ ASTER `Z' rLA 4INGmr=T� \ "z' FLASHING _ W�10D6TRIM MEMMMR CASING BEAD (P RAISED A BAND (FRAME) 5GALE, 1 1/2"=1'-m" � I « � 1 � z � 1 1 l � WEATHER BARRIER SEALANT WINDOW 2X FRAMING ` MEMBER `\ -- ------ 6' -� HER RESISTIVE \ PRIER 01 TO LAP 6' MIN. ABOVE TOP OF 7' FLASHING ' `j WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE / BARRIER 02 / GALV'D METAL T FLASHING _ DO NOT CAULK OR SEAL OPENING 6' MIN. ABOVE TOP I 'T' FLASHING (W/�" FLEXIBLE PVG / i 1 YW�ODTRM M AEMSER BACKER ROD) SELF -ADHERING FLASHILHCs�HERING \ I + i SHING K' THICK 3 GOAT \, SEAL AP W/GAULKI CEMENT PLASTER \ OR AP VED SEA WEATHER RESISTIVE WEATHER 81STIVE BARRIER "I BARRIER m WEATHER RESIST - V BARRIER n CW/36" FLEXIBLE BACKER ROD) SIDING TO STUCCO USA-rWr=RIRESISTIVE BARRIER "2 (L FRAME TO FRAME TRANSITION SEALANT WINDOW FRAME ------------------------------------------ i" TI-LICK, 3 COAT CEMENT PLASTER METAL LATH a a a ,.a E-ZBEAD VINYLCA-Z BEAD VINYLCA / CWA/W FLEXIBLE PVC WRB LAY 02, FORTIFI5ER 5UILDIN PAPER ROD) WR5 LAYER 01, yUCC0 WRAP, WRAPPED AR ND FRAMING MEMBER (o" L A I-4E51VE FLA54NG EATHING I 1 ET ELOW EXPLODED O R CLARITY % ---------- - ----------------------------------------------- ------------------- ------------------------------ T, 15THICK, 3 COAT CEMENT Cz BEAD PLASTER WINDCL METAL LATIH WRB LAYER *2, FORTIFIBER ll UILDING PAPER LU Z) SHEATHING WRB LAYER 01; STUCCO WRAP / (0" WIDE PEEL E 5T1 INDOW FLANGE OVER FLANGE E-Z BEAD VINYL CASING 2X FRAMING CW/3/B" FLEXI5LE PVG 5AC MEMBER *APPLY FULL BED OF SEALANT B BUILDING t— FLANGE E BUILDING WRAP WRAP LEGEND DRAINAGE PLANE (WR5 LAYER #I, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — — 51JILDING PAPER) METAL LAT4-4 x—x—x—x STUCCO WOOD e4 4EATI-41NG OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELF-ADHE51VE FLASHING — — — — ROD) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w CIO U w h 0. p E A BU13Drv. CREEKSIDE LOT 53A PROJECT# 04321.000 053R1 MODELa 4EAB "1672- ARIA" GARAGE INIM O: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA ROLAW A ABOUCHACRA AR NO 93723 ]DA=: 06/06/18 aATE: SCALM 1/4"=1'-0$$ �9HEET llivimol MODIFIED "I' CUT N HOJSr:WRA.P APPROVED HOUSEWRAP OVER SHEATHNG OVER WD STUD WALL STEP 1 INSTALL b' SELF-ADHERNG FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MN P BELOW SILL FLEXIBLE FLASHNG DO NOT SEAL BOTTOM FIN STEP 6 NOTE IF Z I 5�4ATE IN 5�5T 1�'I IS INSTALLE , fL 45E 5EE 1 IANLIFACT�fRVR5 IN5TALLAT ION APPLY J MBRANE LASHING ER JOINT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J F rA h 04 V O rx, CQ W A F A F; ti SVHDIV. ee LOT: CREEKSIDE LOT 53 PROJECT# 04321.000 053R1 MODRLt 4EAB "1672- ARIA" GARAGE 8WMG: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C J)ATZ: 06/06/18 SCAUM 1/4' =1'-0" SHEET 2x(o SUB -BAND W/I"x4" NOTCH om END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1/5" TEXTURED FINISH 6 WOOD 1/2" TEXTURED FINISH 6 CMU I� I� I` II I � I � I METAL FASCIA � WRAP YS" FROM STUCCO, I" FROM �� WOOD WALL � EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 SUB BAND ONLY 10 ( )ELEVATION. METAL FASCIA WRAF° 2x6 SUB SAND Z�t O� � 1/9' TEXTURED FINISH a UUOOD, 1/2' TEXTURED FINISH 0 CMU AL LATH SI-41=ATHING WRB LAYER 01, l STUCCO WRAP (FRAME ONLY) WR5 LAYER 02, FORTIFI5ER BUILDING PAPER IFRAME ONLY) ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BE�T'OND) DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) �— j-I/8" TEXTURED FINISH WOOD, 1/2' TEXTURED FINISH Is CMU �, 2xro SUB -BAND W/1"x4" NOTCH to END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL ROOPING CEMENT DRIP EDGr= METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT tv WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -o, SCABBED TO TRUSS W/126 NAILS roil-8" O.G. MAX. 2x SUB -BAND W/V2"x4" NOTCH 9 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL SUB BAND DETAIL @ WALL W./KICK—OUT- FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V2"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE= 2x SUB -BAND W/V22"x4" NOTCH 6 END, WRAPPED IN PEEL B STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W r4 W ti 4 a U w a F q StM30 . as LrOT: CREEKSIDE LOT 53 PROJECT# 04321.000 053R1 MODEU 4EAB "1672—ARIA" GARAGE SVMG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ool ARCHITECT- STATE OF FLORIDA VJDRild'r06/Q6/18ATE:CALE: 1/4 "=1'— 0"