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Home My WebLink AboutBUILDING PLAN• STATE OF FLORIDA CERTIFIED BUILDING D.R. HORTON HOMES CONTRACTOR: 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 LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 REVIEW BY BUILDER CONTRACT DOCUMENTS. BLVD. ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN S DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER CALLING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT 3ED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS 3 THE BUILDER TO SUBMIT A WRITTEN R.F.T. (REQUEST FOR ORMATION) TO THE ARCHITECT OR ENGINEER FOR LRIFICATION. DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN PTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN UP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF STRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN ERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION ED ON THE DRAWING SET. 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: ABBREVIATIONS -FLORIDA BUILDING CODE RESIDENTIAL AM. ABOVE LAV. LAVATORY (FBCR) 2017, 6th EDITION A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET -FLORIDA FIRE PREVENTION CODE 6TH EDITION ALT. ALTERNATE MFR. MANUFACTURER -NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION AMP. AMPERAGE MIN. MINIMUM -ALL LOCAL AND STATE CODES BD. CL BOARD CENTER LINE MM. MTL MOUNTED METAL *OCCUPANCY — RESIDENTIAL, GROUP R3 CAB. CAMU N.T.S. NOT TO SCALE • CONSTRUCTION TYPE — VB CLG, CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE • MIN. INTERIOR FINISH — CLASS B CONC. CONCRETE P.H. PUSH BUTTON • BASIC WIND SPEED — Vult=160 MPH CPT. CARPET PH. PHONE Vasd--124 MPH C.T. CERAMIC TILE PLT. PLATE D. DRYER PLYWD. PLYWOOD • EXPOSURE - C DBL. DOUBLE PR. PAIR • 1-STORY RESIDENCE - D.G. DUAL GLAZED P.T. PRESSURE TREATED • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL DIM. DIM. DIAMETER DIMENSION R. RAD. RISER RADIUS AND STATE CODES DISP. DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL. DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. EACH SHT. Sm SHEET SHEATHINGHOW SQ.FT. CALC.'S EQ. EEQUALION EXIT. EXHAUST SIM. SDU.AR EXT. EXTERIOR SL SLIDING LIVING 16-12 SQ. FT. F.G./FX . FIXED GLASS SL GL. SLIDING GLASS GARAGE 432 SQ. FT. F.G. FUEL GAS STD. STANDARD ENTRY 38 SQ FT. FIN. FER. FINISH FLOOR SW8 SHEAR WALL SECTION LANAI 96 $Q. FT. FLUOR. FLUORESCENT SC S0I3D CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS TOTAL 2238 SQ. FT. FTG. FOOTING THK. THICK GA. GAUGE T.O.C. TOP OF CURB A/C VOLUME 14113.1 GAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CRCUIT TyP- TYPICAL INTERRUP7R U.N.O. UNLESS NOTED GL GLASS OTHERWISE GYP. BD, GYPSUV BOARD V.P. VAPOR PROOF H.B. HOSE BD W. WASHER B.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGT WOW. WINDOW INSUL IHSLLATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h W U W O A F A F: REVISIONS INDEX OF DRAWINGS aLnmly. ee LOT: CREEKSIDE LOT 5 9 REV. DATE DESCRIPTION SHEET # DESCRIPTION -- 01 31 14 BID SET ISSUED PG CI -COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG IA —DOWEL PLAN PG 1B—LINTEL SCHEDULE PG 1B.1—SAFE LOAD TABLES PG 2 —FLOOR PLAN PG 3D—ELEVATIONS 7T PG 4D—FRAMING PLAN PG 4.1—CONNECTOR SCHEDULE PG 5—ELECTRICAL PLAN' PG 6—HVAC PLAN PG DI —FOUNDATION DETAILS/SECTIONS PG D2-1—STORY WALL SECTIONS & DETAILS PG D3-2—STORY WALL SECTIONS DETAILLS PG D4—MISC. DETAILS PG D5—PRODUCT APPROVALS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS —WINDOW FLASHING PG WA6—WALL ASSEMBLY DETAILS —SUB —BAND -- 02 27 14 CONSTRUCTION DOCUMENTS COMPLETE -- 06 02 14 RANEY TRUSS ENG• 160—C ELEVATION °C" STD. ONLY PRAJECT# 04321.000 059R1 -- 06 05 14 RANEY TRUSS ENG. 160—C ELEVATION "D" STD. ONLY -- 07 31 14 RANEY TRUSS ENG. 160—C OPT. LARGE LIV. & LANAI MODEU 4EAB „ „ 1672—ARIA -- 07/01/15 FBCR 5TH EDITION 2014) CODE UPDATE GARAQ.E STMCC ; LEFT PACE: COVER PAGE 160 MPH EXP. C ARCHITECT, STATE OF FLORIDA _ A / 2MS DATE: 06/06/18 SCALE: 1/4"=V—O" SHEET wl mg0 Zf am 'y Y3 w rn , >m O ~ /� F V z .L r a; V'-m u3 a„ Uj J_ 3t. Lucie county 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 R301.6OF 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 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 FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 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). 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS AND PAVEMENTS SHALL 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 PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO E� A MINIMUM OF 3- 0' BEYOND NEW FOOTING LINE. 10. THE GENERAL MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS N�T DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED F IOOR 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, DOCK, 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'/". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED '/". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL 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 C90-11b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, 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 THAN '/, 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 SECTIO 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 = 1,100 PSI Fv = 175 PSI 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 7116" 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 U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17, THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE 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. N R606.2.11. OF THE FBCR 6TH EDITION (2017). 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12.OF THE FBCR 6TH EDITION (2017). 7. FILL CMU CELLS SOLID WITH 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" - W1.4 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. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 3. PER FBCR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 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 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. 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. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2,1 C. CONCRETE NOT EXPOSED TO WEATHER N CONTACT WITH GROUND: I. #11 AND SMALLER 3/11 D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDSJ FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FORSOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGH�METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2, STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-11a & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1 063-1 1A & R703.7 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS - I' FLASHING HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS - WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7 OF THE FBOR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 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 12' 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) . Il N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.00m AA #: 0003325 h w cl w 4 w a E F 8Li8DIY. ae IAT: CREEKSIDE LOT 59 PROJECT# 04321.000 059R1 MODEL: 4EAB GARAGE GARAGE OWING-. LEFT PAGE: GENERAL NOTES 160 MPH EXP. C AR STATE OF FLORID 0 DATO 06/06/18 SCALE: 1/4 "=1' - 0" SHEET JL V DOWEL LEGEND ■ CONT. VERTICAL DOWEL TO LINTEL COURSE SECURE STRAP TO UNIT W/ (2) 08xl 1/4 BHT MTL SCREWS SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO CONIC. W/ (2)-3/16'X2" 5L` "" TAP -CONS SLAB A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" DIA. OVER HEAD ■ 12" FROM STRUCTURE V I KITCHEN SINK W/ AUTO VENT 21 V.T.R.2L-�I 2 11/2 'I 11/2' . I 1 1/2° 11/211 V 11/2 --- �1 1/2" I2' I WC I WASHER I LAV. LAY. 3° 1 SHWR 2" V.T.Rol� 2 � " � I � I 11/2" �'.-r �I I/2" 2" 11/2'— I TUB I LAVI I I w WG. � 3" TO MAIN EN PLUMBING RISER DIAGRAM 12'-011 3 G r EXTEND END OF PVC 4' CONC. CHASE UP 12' ABOVE SLAB i — COND. CONC. PAD 1 � HP ND I tYP. \ ■ EXTEND �■ 1 p DI \\\ D1 SLAB" 411 CONC. \\ 0'-0' FIN. ELEV. 10 N fl SLAB 4 \ \ FIN. GONG. SLAB DI 3 I/2 I Dl \ DI \ \ 4" PVC \ m — — _ — \CHASE — — 24"X24"XI2" CONC. \\ PAD W/3-05 BARS ■ I \\ E.W. ON CHAIRS v \\\ MIN. 3" COVER E N 19'-8" \ 19'-G" 51 \\ / \ tYP. \\\\ Q 11� 4 ■ L— � " GONG., REINF. W/ 6"x6" 010 \\ q WWM ON ll POLY ETHYLENE \ a VAPOR BARRIER ON X WELL -COMPACTED CLEAN � II \\i Z l_aJ "° TERMITE TREATEMENT SHALL �� \ \ N L J I BE BORA-CARE I \ �a \ \ \ I I PVC CHASE I t2 \\\\ If FOR ELEC. TO I ■ I 0 1 \ \ II�ISLAND 2'-2' 8' b" 8'-b" N 19'-8" 36'x- o I SHWR PAN W/ENCL. LAV. oL0'-0' FIN. ELEV. II \ / II �J%� I O I n FIN. CONC. SLAB LAV;` oil \ I 1 7I EXTEND �J% SLAB 1 1/2" L I D1 HB �N 51/2" 5 3 -011 OLLARD AS REQ. Dl I I ■ PER SLOG. CODE ( I f LAV.31-211 l^� ro o°J/ m q 2X6 WALL`" DI ■ 2ID'-8" I0'-1" 2'-9" 2'-9" EXTEND SLAB 1 1/2" 8 I IL I -31/2' DI I I— O'-O" FIN. ELEV. ■ ■ ■ ■ I FIN. GONG. SLAB •I 3 4" I ■ EXTEND FTCs. ■ ■ DI UNDER WALL -- ALL I ro 4' GONG. ENTRY COLS. � L -t 1/2' SLAB — — — � D1 DI D1 DI 10 -C" 8ll 21C111 414' 21C" 19'-4" 8'-4" 33 -� FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF R3113.1 OF THE FBCR 6th EDITION (2011) 24"X24"X12" GONG. PAD W/3-M5 BARS E.W. ON CHAIRS MIN. 3" COVER I ro 1441 N. RONALD REAGANJBLVD.LONGWOOD, FL 3275PH: 407-774-6078 FAX: 407-774-4078 www.abdesignigroup.c AA #: 0003325 W r y w U w 4 W A F Stmi)XV. Aa LOT: CREEKSIDE LOT 59 PROJ=T* 04321.000 059R1 MODEU 4EAB 1672- ARIA" GARAGE SVMG: LEFT PAGE: FOUNDATION PLAN t60 MPH EXP. C PRINT DATE: 06/06/18 BCAxm: 1/4"-1'-0" mmzmT y. E ■ Y t k 4 �p1 m e ■ r, ro r s BOWEL PLAN i ■ cfJ i 1r- i i V m ■ m ■ M µW V DOLML LEGEND ■ 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 ti w w U W O ti U ti W A F F ti BUDDIV. a0 LOT: CREEKSIDE LOT 59 PROJECT* 04321.000 059R1 MODEL: 4EAB "1672—ARIA" GARAGE BWDCG: LEFT PAGE: DOWEL PLAN t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA 2N:A I 2C - i i BOUCHACRA AR NO 93723 004 DltuqT -I ATE: 06/06/18 SCAIM: 1/4"=1'-0" SHEET I A 01(9 L- 2 (2) I -I iN L-B mw 0m ul ECsRESS L- 2 LINTEL SCHEDULE" NOTE: TIDE LINTELS MAY 5E SU5671TUTED LU1TP LINTELS 3=ROM ANOTHER MANUi=ACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUI=S STATED <^ZTm<*qeTlgLINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 1-1'-4" 81=28-15/IT L 2 7'-6" 8t=I6-15/IT L 3 12'-0" 8:*-IB/IT L 4 9'-4" SFI6-IBlIt L 5 'I'-6" SF24-15/IT L 6 4'-0 SF16-05/IT L 1 4'-6" SRi=6-05/It RECESSED .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F r r U w 4 ti U w A A C: 2 avHarv. ae LOT: CREEKSIDE LOT 59 PRAJECT# 04321.000 059R1 MODE IC 4EAB "1672-ARIA" GARAGE 93WMG: LEFT PAGE: LINTEL SCHEDULE t60 MPH EXP. C ARCHIT7LOTRIDAI STATE OF UN 0 ROMA- CHACRA AR NO 93723 ra ma aATjo: 06/06/18 8CALE: 1 /4"=1' - 0" 8HEET SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS 4^WW44X9M GRAVITY TYPE LENGTH 8U8 8F8-OB 8F12-OB SF16-OB 8F20-0B 8F24-OB 8F28-06 8F32-OB 8F8-1B 8F12-1B 8F16-1B 81F20-1B 8F24-1B 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 1 7526 9004 1 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'-1 Oil (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 8995 6890 7'-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'-T (126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 11'-4" (136") PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 12'-0" (144") PRECAST 414 545 864 1254 1689 2074 1570 1818 555 864 1254 1693 2211 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 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 130 240 470 720 1030 1350 1610 8" PRECAST & PRESTRESSED U-LINTELS UPLIFT LATERAL TYPE LENGTH 8F8-1T 81`12-1T 8F16-1T 8F20-1T 8F24-IT 8F28-IT 8F32-1T 8U8 8F8 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 732-2T 2'-1 Oil (34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 3'-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 1437 2050 2670 3293 3920 4549 5'-1 Oil (70") PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 6'-6" (78") PRECAST 1141* 1200 1733 2250 2769 3290 3812 707 887 1141 1 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 801* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 10'-T (126") PRECAST 716* 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 1 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 340 494 631 486 818 1209 1514 1799 2086 13'-4" (160") PRECAST 500* 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 14'-0" (168") PRECAST 458* 316 493 635 778 922 1065 286 360 548 378 629 922 1254 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 CAiT-CRC GRAVITY TYPE LENGTH 8RU6 1489 8RF6-OB 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6-1 B 1591 1827 8RF10-1 B 3053 3412 8RF14-1 B 2982 4982 8RF18-1 B 3954 6472 8RF22-1 B 4929 7947 8RF26-1 B 5904 9416 8RF30-1 B 6880 10878 4'-4" (52") PRECAST 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'-10" (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 7'-6" (90") PRECAST 665 761 1377 2252 1958 2451 2944 3439 r 764 1377 2329 3609 5492 6624 5132 9'-8" (116") PRECAST 371 420 834 1253 1071 1342 1614 1886 535 928 1497 2179 2618 3595 2875 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4AST641111111"a UPLIFT LATERAL TYPE LENGTH 8RF6-IT 8RF6-2T 8RF10-1T 8RF10-ZT 8RF14-IT 8RF14-2T 8RF18-1T 8RF18-2T 8RF22-IT 8RF22-2T 8RF26-IT 8RF26-2T 8RF30-1T 8RF30-2T 8RU6 8RF6 4'-4" (52") PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 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'-1 Oil (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" (11611) PRECAST 533* 433 808 1123 1413 1704 1995 516 614 533 527 1009 1369 1728 2088 2450 *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR #5 R E BAR AT TOP MIN. (1) REQ'D ° 1-1/2" CLEAR TYPE DESIGNATION J = •. F =FILLED WITH GROUT / U =UNFILLED v = ♦; C.M.U. QUANTITY OF #5 REBAR AT ¢ J BOTTOM OF LINTEL CAVITY C zF r O ° GROUT 8F16-1 B/1T #5 REBAR AT BOTTOM I • • OF LINTEL CAVITY NOMINAL WIDTH J QUANTITY OF #5 BOTTOM REINFORCING NOMINAL HEIGHT REBAR AT TOP 7-5/8"ACTUAL PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) GENERAL NOTES SAFE LOAD TABLE NOTES MATERIALS 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. f'c 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 wl 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 (CM U) 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 L/360 vertical deflection, except lintels 17'-4" and 5. Additional lateral load capacity can be obtained by the designer by providing longer with a nominal height of 8" meet or exceed L/180Y p. addional reinforced masonry above the recast lintel. Field rebar per ASTM A615 GR40 or GR60. b t b Bot tom 6. oom field added rear o e located at the bottom of the lintel cavity. 6. Prestressing strand per ASTM A416 grade 6. One #7 rebar maybe substituted for two #5 rebars in 8" lintels only. 270 low relaxation. 7. 7/32 diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 7. The designer may evaluate concentrated loads from the safe load tables by 7. 7/32 wire per ASTM A510. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 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 h W U W 0 a C3 F Q ti I LJ SVHDiV. de LOT: CREEKSIDE LOT 59 PFtOJZCT# 04321.000 059R1 MODEU 4EAB 1672- ARIA" GARAGE BVIING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C DRINT ATE:: 06/06/18 ISCALR: 1 /4"=1' - 0" SHEET GROUND SNOW LOAD WIND DESIGN SPEEDd TOPOGRAPHIC (MPH) EFFECTSk SEISMIC DESIGN CATAGORY� SUBJECT t0 DAMAGE FROM WINTER DESIGN TEMP° ICE BARRIER UNDERTLAYMENT REQUIRED" FLOOD HAZARDS a AIR FREEZING INDEX ` MEAN ANUAL TEMPl WEATHERING° FROST LINE DEPTH° TERMITE NA 160 C NA NEGLIGABLE NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.105 CMFOW = 01-0 110 WW LOADS MC WO MMM FOR 3 9ECOrD MM 099m Soxf Zm %0 MPH WW mm) ffim KS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA S.G.D. MIN. 12 5 30/-3"1 CRITERIA 80-t0 O.H.D. 56 5 30/-36 160-t0 O.H.D. 112 5 29/-35 SOFFIT N/A 5 316/-3s8 -68.29/ IF ROOF TILE N/A 3 -582g APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. IIALLS ;;-:5- SFr yi GABLE ROOFS 100 < :5, 45" For SI: I foot -- 304.8 mm, l degrc = 0,0175 Taal. Note- a, = 41'cck in all cases. 10*<O:s45a I GABLE ROOFS sIU dl I I 8 71 � -41 HIP ROOFS FIGURE R301. (7) COMPONENT AND CLADDING PRESSURE ZONES d I/ 38'-81 2l0'-8" 12'-0" 4'-0" 13'-4" e'-4" 10'-811 1'- HP (2) 3052-SH EGRESS (2) 3052-SW = NOTE: -2-5 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 ORHONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. EXTERIOR MASONRY] WALL 5R3. HEIGHTS I SQ.FT. CALL. S LIVING 1612 50, FT. GARAGE 432 50. FT. ENTRY 38 SQ. Ft. LANAI 96 SQ. FT. TOTAL 2238 SQ. FT. A/C VOLUME 14'113.1 N 1' 4" TOP PLATE Q I MBAR DETAIL SCALE: I/2"=I'-0" ARCH c�cx ml fa , r ARCH[ EQ. EQ. g VANITY VANITY d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F U w y. R F 0. U w a ti A F; BUDDIV. & LOT: CREEKSIDE LOT 59 PROJECT# 04321.000 059R1 MODEL 4EAB "1672—ARIA" GARAG IC OWING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA n,; 06/06/18 ®CAL.E: 1/4$,=1'-0" 51 12 6� 11-0 R IF hAR ELEVATION TEXTURED FINISH I�6 8'-8" 5RCs. HCxt. 0-0" FIN. PLR 8'-8' 2'-4 0'-0' PIN. FLR OFF RIDGE VENT PYPON 5KTIIXI'l OR EQUIVALENT DECORATIVE 5RAGKET FYPON LV12X24 OR EQUIVALENT 8'-8" 5RG. HGT. 14H 6" RAISED — WA 5AND (TYP.) TYP. OPT. GOAGH— L ICsH7 0'-0" FIN. FLR 0'-0' FIN. PLR OPF RIDC%E VENT ILIE T T ELEVATION TEXTURED PINISH OPP RIDGE VENT TEXTURED FINISH OPF RIDCsE VENT ELEVATION € Q. 1'=0 `� co Wliki1l \ ii E Q. PE LIEVATI O N TEXTURED PINISH NOTE: WALL FENESTRATION FLASHING AS PER F5GR R103.4 0'-0" FIN. FLR. SHINGLE ROOF 8'-8°RCz 5. HGT. 1'-0. Y FYPON SKTIIXI� DR 14 EQUIVALENT WA Trn. 4" RAISED 5AND (TYP.) 0-0" FIN. FLIP, 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 = AX 1120.32 IN UPPER PORTION OF ATTIC = 448.128 SQ. IN. (BALANCETO 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 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 oo h W U W I. 0 F U W A h A x stnmIV. de LOT: CREEKSIDE LOT 59 F'ROJECTyJ: 04321,000 059R1 MODEU 4EAB "1672-ARIA" GARAGE 8TrM . LEFT PAGE: ELEVATIONS 160 MPH EXP. C �- ISCALE: 1/4 01=11— 0" �9HEET 3 U Ix4 DIACs. 51'M. CHORD BRACING, TYP. Ix4 5tM. CHORD BRACING i2' O.G. MAX, SECURED W1 (2) 10d COMMON NAILS • EA. CHORD INTERSECTION, 1'YP. K1 ill m ai In 5J I 5J5 = II k II AS L A— A I y% A& = = a5 A4 = A3 _ A2 I--r— 22 X r74 — — ACCESS A3 — � _ — AID — ASD IX4 DIAL. STM. CHORD BRACING, TYR 2' 8" — F' �° 6' D�� _ �� 0° — I E IGE 3'-o' I, 3'-01' I, 3'-fI" I, 3'-Ol I, A3'-0' I, 3'-0, I'-8" GA5LE END BRACING SEE DI-L. '4' SHEET 02 FRAMING PLAN D tQ ni 5J5 5J5 m 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 04 r w Cl Cl w 0 0. w ALv strimm de CREEKSIDE LOT 59 PROJECT# 04321.000 059R :1IAT MODE7s 4EAB "1672-ARIA" GARAGE 39RIING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA rERnNr06/06/1ATE:CA .M: 1/4"=1'-0" CONNECTOR SCHEDULE II CONTROL DATE: 01-05-17 MITek USP SIMPSON I MITek USP SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 16-18 1625 META-16 1450 (8) 10d X 11/2" 1-PLY, (7) 16d 2-PLY, EMBED 4" (8) 10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4" (2) HTA 16-18 2430 (2) META-16 1985 (12) 10d x 11/2" 1-PLY, EMBED 4" (10)10d x 11/2" 1-PLY, EMBED 4" 1900 (10) 16d 2-PLY, EMBED 4" (14) 16d 2-PLY, EMBED 4" HTA 16 1870 HETA-16 1810 (10) 10d X 11/2", (8)16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" HTA 20 1870 HETA-20 1810 (10) 10d x 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" > z (2) HTA-20 2430 (2) HETA-20 2035 112) 10d x 11/2", 1-PLY, EMBED 4" (1 d x 11J2" 1-PLY, EMBED 4" 2500 (10) 16d 2-PLY, EMBED 4" 2) 16 (12) 16d 2-PLY, EMBED 4' 0 LUGT-2 2260 LGT-2 2150 BLK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 10d (7) - 1/4" x 21/4" TITEN, WOOD (16) 16d Q DHTA-20 2430 DETAL-20 2480 (16) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE (18) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE MUGT15+ 4175 MGT+ 3965 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD) (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD HUGT2+ 9790 HGT-2+ 10980 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD HUGT3 + 9860 HGT-3+ 10530 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD LUGT-3 3525 LGT3-SDS2.5 3285 CONC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) WS25 (12) SDS 1J4"x3" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL LPTA 1510 PARALLEL TO WALL 1470PERPENDICULAR TO WALL LTA2 1210 PARALLELTO WALL 1210 PERPENDICULAR TO WALL - (10) 10d x 11/2" (10) 10d x 1-1/2" MUGT15 4175 VGT 4940 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d TOP/(6) 10d FACE/(12) 10d BACK OF TRUSS (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SDS 1/4"x3" HUGT 7185 (2) VGT 7185 (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8) 10d (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SDS 1/4"0' MTW 12 1195 MTS-12 1000 (14) 10d x 11/2", (14) 10d (14)10d X 11/2" HTW 16 1260 HTS-16 1150 (16) 10d X 11/2", (16)10d (16)10d X 11/2" HTW 20 1530 HTS-20 1450 (24) 10d X 11/2", (20)10d (24) 10d X 11/2" HTW 24 1530 HTS-24 1450 (24) 10d X 11/2", (20)10d (10) 10d (24) 10d x 11/2" LSTA 12++ 930 LSTA-12++ 925 (10)10d LSTA 18++ 1235 LSTA-18 ++ 1235 (14)10d (14)10d MSTA-18++ 1310 MSTA-18++ 1315 (14)10d (14)10d MSTA-24++ 1640 MSTA-24++ 1640 (18)10d (18)10d Ln a MSTA-30++ 2065 MSTA-30++ 2050 (22) 10d (22) 10d Qoc MSTA-36++ 2065 MSTA-36++ 2050 (26)10d (26) 10d KSTI236 3890 MSTI-36 3800 (36) 10d X 11/2 (36) 10d X 11/2" KTSI248 5140 MSTI-48 5065 (48) 10d X 11/2" (48) 10d X 11/2" LFTA6 1210 H6 950 (16) 8d x 11/2", (16) 8d) (8) Sd TO PLATES, (8) Sd TO STUDS SPT24 1030 SP4 885 (6) 10d TO STUDS (6) 10d TO PLATE (6) 10d x 11/2" TO STUDS (4) Sd x 11/2" TO BEAM, (4) Sd x 11/2" TO POST. MP34 525 IN F1 @ 160% A34 5151N Fl (al 160% (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. HHCP2 800 HCP2 645 (10) 10d x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE (12) 10d X 11/2" RT16A 1380 H10A 1140 (9) 10d x 11/2" TO TRUSS, (8) 10d X 11/2" TO PLATE (18) 10d X 11/2" MUGT15 & PHD4A 4175 VGT & HDU4 4565 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (10)-SDS 1/4"x2 1/2" W/ THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15 & PHD4A 4175 VGT & HD7B 4940 128) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"0" TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY PAU44 2535 6775 ABU 44Z 2200 6665 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12) 16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12) 16d TO WOOD PAU66 2380 16005 ABU 66Z 2300 12000 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12)16d TO WOOD LTS19 +++ 1205 LTT19+++ 1340 11) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (8)10d TO WOOD (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)10d TO WOOD = LTS20B+++ 1100 LTT20B +++ 1500 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (10)10d x 1-1/2 TO WOOD (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (10) 10d TO WOOD 0 x HTT45 4160 HTT4 4235 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (18) 16d X 2 1/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONE., (26) 16d X 2 1/2" Z HTT45 5005 HTT5 5090 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (26) 16d X 21/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 2 1/2" UPHDll+ 14395 HHDQ11-SDS 2.5+ 11810 (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONE., (24) WS3 WOOD SCREWS + �� (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONIC., (24} SDS 1L" x 2/z WOOD SCREWS PHD5A TDX8 6525 7870 HD7B 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) WS3 WOOD SCREWS (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOLTSTO WOOD (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC. (3) 7/8"STUD BOLTS TO WOOD NFM35X12U 2580 7130 MBHA 3.56/11.25 3475 5330 (1) 1/2"' 1-BOLT W MIN 6" EMBED & NOT LESS THAN 4" FROM EDGE OF CONC W/ 3/4" DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ W/MIN 5"EMBED INSTALLED IN FACE. (14)10d AT JOIST (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM V7 HU54121F 3060 2710(100%) HUSC412 (WOOD) 3635 2660(100%) (10) 16d TO HEADER, (10) 16d TO WOOD (10) 16d TO HEADER, (10) 16d TO WOOD 3325 (125%) 3265 (125%) LLJ HD4101F (CMU] 1950 50W HUC410 (CMU) 1800 4500 (18) 1/4"" x 3"" WS3 SCREWS, (10)10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD (18)1/4 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: Q = HD210-21F (CMU) 1950 5000 HUC210-2 (CMU) 1800 4500 (18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD 118) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: HD210-31F (CMU) 1450 5000 HUC210-3 (CMU) 1800 4500 (18) 1/4"" x 3"" WS3 SCREWS, (10)10dTO WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD (18) 1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: LGUM26-2 2125 6065 LGUM26-2-SD5 1430 5595 (4) 3/8" X 4" Wedge-Bolt+Anchors, WOOD (4) WS3 WOOD SCREWS (4) 3/8 x4 TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1J4 X 2-1/2 SDS SCREWS TO WOOD HIGH STRENGTH EPDXY = USP CIA -GEL 7000-C. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 7" DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/GROUT. ++10d COMMON NAI L5 CAN BE SUBSTITUTED WITH 10d x 11/2" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. N Lu +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7" F- A.T.R. = A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING TZ/ HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE, ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING & FASTENING SYSTEMS FOR CONCRETE & MASONRY CATALOG C-SAS-2012 & USP STRUCTURAL CONNECTORS 2015-2016. SOFFIT SHALL COMPLY WITH FBC R703.1.2.1 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MITEK-USP OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * FOR OPEN WEB TRUSSES -TRUSS TO MASONRY /CONCRETE SHALL BE HTA16 (INCLUDING FLOORTRUSSES). * FOR FLOOR JOISTS (I -JOISTS) - STRUCTURAL RIM BOARD TO MASONRY /CONCRETE SHALL BE HTA16 AT 32" ON CENTER MAX. STRUCTURAL RIM BOARD W/ PERPENDICULAR I -JOIST STRAP TO MASONRY/CONCRETE SHALL BE HTA16-18 AT 24"ON CENTER MAX. * TRUSS TO WOOD FRAMING SHALL BE MTW12 (INCLUDING FLOOR TRUSSES). 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. S. HEADER SPAN CHART & MINIMUM WALL & HEADER STUD REC, ARE STANDARD U.N.O ON FRAMING PLAN 6. MI N. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES dal EA. END. CUT PITCH & BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 7. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. 8. PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 2017 FBC RESIDENTIAL -SECTION R302.12. 9. REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS & DETAILS. HEADER SPAN CHART SINGLE 5TORY APPLICATION SIZE CLEAR SPAN D5L 2 D5L 2 D5L 2 D5L 2 x 6 x 8 x 10 x 12 UP TO 5'-4' 5'-4' TO 1'-0' 1'-0" TO 10'-0' I0-0' AND OVER TLUO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN D5L 2 05L 2 DSL 2 D5L 2 x 6 x 8 x 10 x 12 UP TO 5'-0" 5'-0' TO 6'-4" 6'-4' TO 0"-0' 8'-O' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-O" TO U.N.O. 4'-I1 I/2" -1'-II 1/21, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENOTH STUDS AT EACH END OF HEADER I 2 3 2x 12 A SYP) 1/16' OS5 NAIL (3) 126 '1 6'-W O.C. TYP. 2x12 BM./HDR. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W U W O a W q h A E) SUBDrV- & IAOT.il CREEKSIDE LOT 59 P3MOJZCT# 04321.000 059R1 XODRM, 4EAB "1672-ARIA" GARAGE SMMO: �w LEFT PAGM CONNECTOR SCHEDULE L160 MPH EXP. C ARCHITECT STATE OF FLORIDA 0 AN CRA O DATE: 06/06/18 SCALM: 1 /4"=1' - 0" 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET 1/2 OF OUTLET WIRED TO SWITCH GFI I)0V OUTLET EOUIPED WKsRdD PAUL INTERJF-" !TAMPER RESISTANT TYPE) Ep 220V OUTLET RE (4) WICONNECTION GROUNP INTERRUPTER rAULt GFI OUTLET�� SWITCH SWITCH 3-WAY OF'ER IV4 SWITCH 4-WAY OMR. WALL MOUNTED LIGHT CEILING LIGHT (01) VP PROOK VAPOR r `Q\ RECESSED CAN �- WALL SCONCE PRE -WIRED VENT. PAN I CPM PER SO. PT. VENT. PAN W/LIGHT I C1fi1 PER Sa PT. IrT�j- VANITY FIXTURE (SPEG'S TBD BY IL ) FLUOREVENtT .11I.1 AROUL�B�.�.uRAP AROUND _ 2' FLUORESCENT r� _ _ _ � d'PLUORESCENT 4' TRACK LIGHT © PANEL METER OSMOKE S.D. DETECTOR BAIT. B W W! HARDWIREIRE WALL MOUNTED BATT. BACK-UP 5D SMOKE DETECTOR W/ HARDWIRE CAwASM MOI4OXlMj SMOKE DMIECYOR COr'1190 BAIT. BACK-UP uU HARDWIRE INTER -CONNECTED SHALL I°SE A DISTANCE OP NOT LESS THEN 4' PENDANT LIGHT L� NATURAL GAS OUTLET ` TELEPHONE JACK WATER HEATER TO BE ELEVATED DISCONNECT la, A/G AIR CONDITIONING DISCONNECT TV. TELEVISION JACK TO BE SUPPORTED IN O J-BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR CEILING PAVILIGaT IAGGORDANCE W/ BOX MARKED AS SUCH FOR FLOOD LIGHT OPT. SECURITY KEYPAD �--� P.B. PJSH-auirON PM CHIMES •--� USB PORT NOTES: • LOCATION OF Tv JACKS E PHONE OUTLETS FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING:. r ALL RECEPTACLES IN ALL HABITABLE ROOMS TO 8E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6T14 EDITION (2011). v 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI * ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL r BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY of 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI501.4 FBCR &TH EDITION (2011). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6T14 ED (2011). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE PSCR 6TH ED (2011). EFFICIENCY) 2011. 6th EDITION R404.1 METER FIELD VERIFY LOC. OWNER'S SUITE CLG FAN - HOOD WIRE w/ OUTLET FOR / \FUTURE MICRO.\ aa I--- \\ W.I.C. I \ IRRIGATION OUTLET a 48' APP. OPT. COACH LIGHT � 0. S'-4° k DINING ROOM Wall r_ra i r KITCHEN /4/ I LAUN. O� 0 I L J GFI GFI w 42" Gr-1 0 42" M_—�tlJl L - -- WALL MOUNTED LICxHT W/SIUITCH IN / ATTIC !"KEYLESS FIXTURE GFI CLG- OUTLET OUTLET OHD GARAGE A/C P.B. FOR GsARAC E DOOR D5L STUD EA. END OF KNEEWALL SWITCH IN CABINET I I If FOYER —1— / + L• I I WP 1 WP Gri ENTRY CEILING _ �MTD. LIGHT TO BE INSTALLED, /r PROVIDE J-BOX FOR Ull OPT. FAN GREAT ROOM / i � PRE -WIRED / CLG FAN /� I I ••� /PRE -WIRED CLG FAN i` ��xBATH2 \ PRE -WIRED P.B. FOR CLG FAN CHIMES BDRM.#2 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 1/2" C. OR 3- #2/0 AL THWN & 1-#6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit I 1 I Circuit I Watts I Description Bkr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 1 1 2 1 Ispace #12 2 20 Inigation Pump 1000 3 4 Space 5 6 4680 A/C C.U.-1 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- #2/0 AL THWN & 1- #6 Cu (G) i n 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 Microwave / Hood GFI_ _ 1800 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 # 12 1 20 Refigerator GFI 1500 7 6 # 12 1 20 Dni ng Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath GFI Receptacles 1200 1 11 12 1500 Dishwasher GFI 20 1 #12 #12 1 20 Foyer / Hall / Laundry AFCI 1200 13 14 5000 Dryer GFI 30 2 #10 #14 1 15 Great Room, Lanai & DInmq Lights AFCI 90D 15 16 Space 17 18 1 1500 Washer GFI 20 1 #12 #14 1 15 SD & C/O AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 Bed #2 & #31 Bath #2 AFCI 1200 21 22 1200 Garage Lts & Receptacles GFI 20 1 #12 Space 23 24 900 Owners Suite AFCI 15 1 #14 #14 Space 25 26 900 Owners Bathroom AFCI 15 1 Space 27 28 1000 Exterior Lights and Recpt. GFI 20 1 #12 Space 29 30 1000 Im anon controls only 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 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 AIC NON -COINCIDENT LOAD Total Connected Load Watts 33040 Total Amps (watts / 240 volts) 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 Mat 100% 65 Total General Lights & Rec (Watts) 5081 Ckts# watts/ckt Total watts General Us & Rec Panel A 1 81 6351 5081 1F50 Ah'(fi=' ELECTIRICAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 6TH EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDAR'G ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 51D. PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT * OVERHANG.) 0 00MBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 15OA/2P MISS TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 5ONDING TERMINAL AT LOW VOLTAG r= CONNECTIONS CCALE TELEvISION SERVICE ENTRANCE EQUIPMENT 1 "4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTi=R STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 6TH EDITION (2017). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com ililliva AA #: 0003325 oo ti w W U W O F 4 U W A F 8lLMDIV. dC LOT: CREEKSIDE LOT 59 04321.000 059R1 MODEI.o 4EAB "1672-ARIA" GARAGE BVWG: LEFT PAR'i'E: ELECTRICAL PLAN 160 MPH EV. C ARCHITECT - STATE OF FLORIDA 06/06/18 8CAI.E: 1 /4"=1A SHEET 11 ARIA EQUIPMENT SCHEDULE 2.5 TONS MFCG CARRIER G.U. 25P5C530A#030, A.P.U. FX4DN(5P)031L HEAT 5KU SEER 15 SEER TOTAL GAP 28400 ELECTRIC 208/230/II-P BR<R G.U. 30 A.P.U. 35 REF LINES 3/4" 4 3/w ti w w w F 4 U W q F A F 8v8azv. dC =10T: CREEKSIDE LOT 59 PROJECT# 04321.000 059R1 MODEMA 4EAB "1672- ARIA" GARAGE 91 MG-. LEFT PAGE: HVAC PLAN 160 MPH EXP. C PRINT DATE: 06/a6/18 SCALE: 1 /4"=1' — 0" (V R VERTICALLY W/ GONG, Y POUR CELLMu_ STUDS SEE ENERGY CODE FORMS FOR MSIJLATION R-VALUES ATE STUD W/ z 8P • Or-MAA X Z2:1�W F'61 • 28 DAYSTEXTURED FINISH SE T. SLAB W/ }' FLATS TO SLAB W/ 10d SLAREa:FOIRCED W/ QS' G Y .PLATE TW SLAB I ' }' WASFJE'Fa T NAIL • 32' OC. MAX ' 10,6x - WU/IWA WWM. c. In' GYP. UL. BP. T W/ 2' WASHER tU D. ay. • CC MAX. WOOD BASE . MIN. w 92' OG MAX ®'_®' FML PLR dL z S O a - 1U z p STOP 4' GCNC. RENFORCED W/ 60156' • •4 REBAR RrJ 4 ' a .o .a� W,dJNAR WlF OR FIBERMESFi ON ° 4 REINFORCED W/ III WIAXWIA 4' INFORCED W/ 6'X6' W1,0l °• ' CONC• I�INFORCED W) lill WIA�XWU _ In' PAP c0 L 6-MIL VAPOR RETARDER ON WlF FIBER`ESH ON 6-MIL. VAPOR WLLF OR FI R9ESH ON 6-MIL VAPOR OR FIBEIIII ON *_MIL. VAPOR W OR a L O O WELL -COMPACTED CLEAN FILL, Rti T C N WELL -COMPACTED CLEAN w RETARDER DELL COMPACTED CLEAN z_ L' CN LLELL-Gq•iPAGTED CLE "' • w Y • , _ TERMITE TREATMENT TO BE - 2-- �i 4 FILL TERMITE AIED A H BE FILL. TWEATMINT TO BE _cr _ a. a e3 L W .: BORA-CARE APPLIED AT FRAMaVG. m BORA-CARE A IED AT FiFANTING. 0' APPL_Bp AT FRAMING. w FILL. TE TE TI�ATMETlT TO BE BORA- APPLIED At FRAMING. z u' 9 W (215 REBAR CHAIRS 1815 MBAR ON IRS - a -51 m i o 4 m 4 I._s� -o' (2) 5 CHAIRS 12' MK - > <215 MBAR ON CHAIRS FOREGROUND 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING L W/ BLOCK WALL 2 AT L.B.W. (W/ UPLIFT) �n1 AT L. B. W. /(� 1 AT L.B.W. (W/ NO —UPLIFT) STAIR DETAIL NOT USED t BGA,L.E:In'.r-o' eGALE,1n'=r-m' �• SCALE:I/2'•I'-0" caLE=r.r-o' C 4' GONC, REIrF. W/ ww WIAxMo WWM ON `r4iL 64-I L POLY ETHYLENE VAPOR RET'AIw-RON WELL -COMPACTED CLEAN FILL TERRMrrr ONG, Il W/ 6'x6'WAXWIAO LLLLM T}NEATFIENr SHALL RE 80RA-CAI 6-MIL POLY ETHYLENE VAPOR SPUDS IS. O.C. MAX 811JD8 16' O AXARDER ON DELL -COMPACTED CLEAN (U 5 MBAR CN CHAIRS TERMITE TREATMENT SHALL BE SECURE BOTTOM O W/ SECURE BOTTOM HEAD SECURE P. T PLATE AD W/ BOR4-CARE SIMPe67F4 O SECUREff"Ill OT •VARI WI M 3 MAX4THICKEN EDGE GARAGE STEP-UP HEIGHT OFGARA E SECUO uv;'w 6EaMBT. A o UVd'xo' SCALE, In'.I'-C' VARIES WITH SLOPE VARIES WI H SLOPENON— BEARING 2' R'' EMBED. 2 R T' EMBED.TO SLAB w/ IOd MN• MIN, • OC MAX • 37' O.C. MAX ALE: Iml'-®°w FOR EXPANSION 'E FOR EXPANSION w 4 N 4 W w w ?-MIL POLY ETHYLENE VAPOR UL M q °�� - ... p _O : @ ,. -. • TARDER ON HELL_-GOMPAGYED CLEAN Qa FILL TERMIY6 111MATMENT SHALL BE 6'Xi'WAXWA °•, '' aa= m O RET L COill MP VAFOR OLEAN w r REINFORCED W( 6'X6' WUXWU ' CONC. REINFORCED W/ 6'X6' WUXW.4 CONG RENFOR�D W/ 6h(6' UAXWIA -�M FI.L. 7REAIMENT TO BE > a 6-htlA PO YET U/ VAPOR RETARDER z ,a'A- FIpRE24 RAMEWELLE-COMPEMI m K ... a a a M OR ER ON WELL NCOMPIAGTED GLEAN f .. IY 4' W PIBERMESH Qi 6-MIL. VAPOR RET ER ON U 54 ON liM YAF CLEAN z �' RE APPLIED AT FRAMING, CLEAN FILL TERMITE FILL. TREATMENT TO BE L FILL. ITE TREATMENT TO BE > FILL ITS TREATMENT t0 BE f2) 5 ON CHAIRS L RE BORA-CARE m -©' BORA- APPLIED AT FRAMING. MORI APPLIED AT FRAMING. 5 REBAR ON CFdAINB z (2) 5 NE' BAIR AIRS rD (3) 5 MDA CHAIRS 1 8 [2) 5 MBAR CI -FAIRS GARAGE STEP—UP 1—STORY FOOTING s RAGE STEP— GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W. NON —BEARING _2—STORY L.B.W. W UPLIF L. B. W. W NO UPLIFT W/NO UPLIFT 4A AT FRONT PORCHES 5 EXTENDED STEP @)_�L.TB_tjU.I.�PLIFT CK3 SCALE: 1/2'4-m' / B SCALE:1/ -o' bC EXTENDED FOOTING v n . - 'S'rnUALL 70 BE MIN. 3 COURSES Ev ITA'•I'-0' SCALE: IR"=1'-®' GRACE RECESS FOR v _, I�(D" GARACIS DOOR SEDUM P.T. CIT. 8L W/ __ ' a a �° . In'XE' T �� EMtpED. MN. 7' OC M (V 5 REBAR VERTICALLY W/ Cow- (V 5 REBAR Y a 'x6, WUXWAO UL M SECURE P.T. TE O W/ POURED CELL W/ GONG, CEL MIL ETHYLENE VAPOR e' GMU J UELL-COMPACTED a' CLE F L TERMITE TREATMENT SHALL 4' GONG, REINF. W/ b'xb' WAXWUO UUM ON I/e'X9' L 6HER T S' C.T11) -CARE ° ° 6-ttIL POLY EtFFYLENE VAPOR RETARDER QN EMBED. 32' WELL -COMPACTED GLEAN MILL TER IPM , NOOPTIONAL N 4 - A" - 5 REBAR QN CHAIRS TREATMENT SHALL BE BORA-CARE W a 4 . W/ 6'xb' AXWAO WUM CONCRETE CURB 0 OARAGE O ETERMINED BY > a °'n ON -M Y ETHYLENE VAPOR - BUILWALDER Il DIVISION S TO BE BY STUCCO DIVISION. (V 5 REBAR ON CHAINS R ON WELL-GCMPACTED CLEAN S W ° sTa• CL CRETE PAD n . ° FI RMITE TTNEATMENt SHALL BE STOP IGH7 VARIES — 4 4. RF. w/ 6'x6' unAXWAm uuM m Al,_G,AI� 9 AL : I ' GARAGE DOOR FOOTING > > I: 6 �MTREATMMT SHALL BEGLEMI - w a (31 5 ON CHAIRS Q - z O)INB HEIGHT VARIES q Z w a 4' LONG REIPFOR!`.ED W/ 6'Xb' WUXWA SCALE: In'•I'_m' MR w w W a z K Q. O a° b° IF L ? ? z L 8" VARIES f2) 5 RE ON CHAIRS m O a e 0 °' ° a. RIDER ON WELR PISERMIES14L NCOMPIL_ VAPOR AG'IEO CLEAN SaD. TRACK FLOOR ip O RMCMSS FOR 4' COR ISM"64 O W/ MILS' WAXWI,4 aILL LLaIF OR FIBERriESH ON 6-MIL. VAPOR • • FILL R 41TE TREATMENT TO BE w (IJ 5- m O o q�� ,� FIILLL� TTE TREATMENT TO BE GLErYN - • '•" BORA- M APPLIED AT FRAI'flNG• W _ a : v ARAGE STEP—UP BORRA-CARE APR=LIED AT FRAMNG. LL 2—STORY L.B.W. �o a m a e, a, v v "' (2)5 REBAR ON CHAIRS (335 ON CHAIRS GARAGE STEP—UP 6 E EXTENDED FOOTING 1—STORY L.B.W. SCALE:41 1—STORY FOOTING 2—STORY FOOTING W/ UPLIFT SLAB 1 In' CURS HE A IES AGE AT GARAGEEXTENDED FOOTING @)__A�A SLAB AT S. G. D.D SCALE= I/2'=1'-!D" In' 6s - SCALE: 1/2'=1'-[a' 10 ecALE ®' 2 SHOWER RECESS FOOTER SCALE: I'=I'-0' c' z- (V 5 MBAR VERTICALLY W/ CONC, E POURED CELL _°? ON 6-MIL POLY ETHYLENEE VAPOR � SEE ENERGY Il RETARDER ON I -COMPACTED CLEAN INSULATION R- ti ° TERMITE TREATMENT SHALL BE TEXTURMO I APO GARS b' CJM i z Ir 0) 5 CN CHAIRS in. m LAB AT GARAGE GROUTED BOND BEAM VARIES ELEV. 7 SERVICE DOOR TOEORVIO�LNTALRE VERTICAL �'J, 0'-0' FN. FM MBAR W/ 10' HOCK P t0 HOIRUYONt o a GROUTED BOND BEAM _ ° a REPAIR W/ 10, STUCCO NOT USED CAULK AND SEAL ° VARIES PER ELEV. �,^, \ EB PER ELEV. TOP & 4' CONG REINFORCED W/ 6'X6' r ' /' , ° ° a � � a a q ° g E z_ O . WAXWA UaIF OR FIBERMESH ON 1 o, ?_ 6-MIL VAPOR RETARDER ON GAS LINE m a L-COMPAC,ED GLEAN RILL 1'`J NOT USED _� t 7ED BOND BEAM ITE TREATIMENY TO BE F'GUMD LINTEL CON7. l7YPJ - I }' PUG SLEEVE 1 / C r • • CARE APPLIED AT ( b' CMU FILLED CELL (TYPJLINE E _ FRAM ,w•. FOR GAS LII m b' PV'G CHASE THRU FOOr1R•Y• z (3) 5 ON CHAIRS y ., IX WAIL FRAMNG CM I -STORY (-MO-Y' ANCHOR BOLTS or. 1M' In' DRLL YWA(2) 5 REBAR ON CHAIRS - p )'-C" J-BOLTS MN. S' EIMDEDMENtLV 2t W/ 'X2'XVB' 2-STORY WASHER AND NUT SPACED EVENLY FROM WOOD BABE (3) 5 REBAR ON CHAIRS r FLOOR TO 11I BERET. SET IN JOINTS 2—STORY FOOTING PRIOR TO FILLING (SLEEVEp ANCHOR IN SOLID POUR ACCEPTABLE Ill IT) IBLOCK WALL EXT. /INT. FRAME WALL TO 13 W/ Gn (V 5 REBAR VERTICALLY W/ CCNG (1) 5 MBAR SET IN SIMPSON HIGH z `v STRENGTH EPDXY 6' EMBED. MIN 9 4' 1111 W/ b'xb' WLi%WA0 a - WLLM ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON • °� WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE TYP. RETROFIT FOR A OMITTED DOWELS 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 Imo.. O F4 w q F A ti BUBDIV. R,sa 076 CREEKSIDE LOT 59 PROJECT 04321.000 059R1 MODEL; 4EAB "1672— ARIA" GARAGE S rMG: LEFT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C 1 ;!� BLOCK WALL CONNECTION FICUR OEM YcoPE FOR 11 r,J 1 SCALE, In'.r-0'.,.' INSULATION R-VALUES ° ARCHITECTS -/ a' Gras FOR t ON d � �r REQUIRED 16 STATE OF FLORIDA GAs LINE THRU BLOCK IA' GYP. WL eo. - WOOD BASE F °� ° T�f NOT USED N 4 w 4' CANG, REINR W/ 6'xb' WIAXUL40 ULM _ - I . ( z L ON 6-MIL POLY ETHYLENE VAPOR.. RETARDER ON HELL -COMPACTED CLEAN ', a-o' FN. FLIR. L 01-0' rK FLR. FILL TERMITE TREATMENT SHALL BE a�. Ie 10� BDRA-CARE a '.°o ° -o-� a 70 i10 SIO�LNtALMBAR °- ° a. IE ER REBAR ONTAL (2) REBAR • I -STORY -' I - - e' REBAR W/ 10' HOOC R W/ 10' HOOK 5 (3)5 REBAR • 24TORT' n6PVC CHASE THRU FOOTNNG1 i � u a OUtSIDE MBAR TO BE' ?% CONTINUOUS a E P d 1 Q y - (1) 5 VERY. n LAPPED W/ BOND BEAM ce RO A. ABOUCHACRA a (1) 5 REBAR AT CORN M }_o I -STORY L I UV 2W LAP MIN. in U 4' 8" 4" f2) 5 REBAR ON CHAIRS AR ivO 93723 2.6TORY HORIZONTAL/VERTICAL 2'-1°MIN- LAP (3) S REBAR ON CHAIRS HORIZONTAL/VERTICAL REINFORCING AT PRINT PIPE THROUGH REINFORCING BEARING CHANGE06/06/18 DATM REBAR LAP AT FOOTING TYP. REBAR LAP 1—STORY FOOTING E c n'=1' F E: -1_m. OSCALM /4 =I' O" LINTEL CORNERS D W BLOCK WALL AI.1, EXTB]FRIOR FOOTE]EZS AT F'117',TISH SI.A]B'S 70 BE MITE_. 12" B]Ef_l,OW UNDISTU]EZBED S011, CONTROL DATE: 07/01/15 FIBERGLASS SHINGLEc OVER 050 FELT PAPEi INSTALLED PER P50 RRW5.1.1 ON a' OS.E SHEATHING OR 1" CD; PLYWOOD 5ECUREI PER FASTENEI 5GHEDUL PRE-ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/TRUSS PLAN THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Lw z� Ty roQ3 1—STORY 1 BLOCK WALL I'X4' OR 1XV P.T. NAILER ❑ Ix4 P.T. OR °/IX4' MIN. SECURE THRU FRAME 4 ❑ EXTEND I-W INTO BLOCK W/ %' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SITE -ACV MIN. EMBEDMENT I -A' WITHIN e' OF EACH END 4 IV O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: BRIM AS NEEDED YO FLUMB JAMB mo NOT EXCEED Y4) DOOR JAMB TO BLOCK +3 4 OR +5/4 A WDIDOR TO BLOCK +3/ OR +6/4 3/B .-47 2X4 0 SECURE TO BLOCK W/' TAPCONS OR DRIVE PN (MIN. SHANK SIZE J45 MIN. HEAD SIM 300 MIN. EMBEDMENT I Ya') WITHIN B' OF EACH END 4 IB' OL, MAX SPACING. 2X6:= SECURE TO BLOCK W/2-V*' TAPCONS OR DRIVE PN (MIN. SHANK SIZE .I415 MIN. HEAD SIZE 300 mm EMBEDMENT 141) WITHIN S' OF EACH END 4 18' OL. MAX SPACINGx 2X8:® SECURE TO BLOCK W/J-' TAPOONS OR DRIVE PIN (MIN. SHANK 61YE .145 MIN. HEAD SIM 300 MIN. EMBEDMENT I Y4) WITHIN S' OF EACH END 4 18' O.C. iEE ENERGY CODE FORMS FOR qSULATION R-VALUES GYPSUM BOARD OR k HIGH TRENGTH CLG. 5OARD �ONC. FILLED LINTEL BLK W/ (U i REBAR CONTINUOUS RECAST LINTEL =E ENE:R:iY CODE FORMS FOR SULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U 05 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIP5 ® 16" O.C. 8" CMU 1/2' GYP. WL. ED. WOOD EASE FI5ERGLA55 SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RR905.1.1 ON 16 0.5 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 SCREED (SEE DETAIL 5/D3) 2X6 P.T. SECURED TO MASONRY w/ 1/2"xS' A.B. y w/ 2' DIA. WASHERS, I' MIN. EMBEDMENT WITHIN 6" OF EA. END, 32' O.C. MAX IN FIELD. CONC. FILLED LINTEL BLK. W/ (1) *5 REBAR CONTINUOUS PRECAST LINTEL. 5/5" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (1) +5 RE5AR- VERTICALLY W/ CONC. POURED CELL 8" CMU zq 1—STORY �o GABLE BLOCK � WALL SCALE: 3/4" =1' -0" 2x4 BLOCKING BETWEEN TRUSSES AT FIRST FIVE SAYS 4'-0' O.G. (AT SHEATHING SEAMS) STIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE AND CONDITION) PRE-ENG WD. TRUSS 24" O.G. MAX. CONT. 2x4 RAT RUN SECURED W/ (2) 12d's 4s 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 -.-CAST CONC. SILL P.T. FURRING STRIPS to 24" O.G. 1/2" GYP. WL. 5D. WOOD BASE FIEERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED R FSCR RRW5.1.1 ON J' O.S.B. SHEATHING OR J" CDX \ PLYWOOD SECURED PER FASTENER SCHEDULE Tl'P. MTL. DRIP EDGE - 2x4 OR 6 FASCIA PER — ELEVATIONS VENTED A M. SOFFIT — STIFFBAC t ALL — UPRIGHTS OVER '-10" HIGH (SEE SEALED G. FOR SIZE 4 CONDITIO O.SB. SHEATHING OR ;" GD PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D2 OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 1/8' THICK, 3 COAT PORTLAND— CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE "D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) WEEP SCREED (SEE DETAIL 7/WA2 SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 8" O.G. MAX SECURE 2x6 PT. PLATE TO BL / }"xv ANCHOR BOLT W/ 2" W ER SET IN 6IMP5ON HIGH ST NGTH EPDXY l" EMBED. MIN 32" OC MAX. V THICK, 3 CO PORTLAND CEMENT PL TER APPLIED DIRT=C Y t0 MASONRY F� W 1— ORY GABLE / VAULT CLG. LOCK WALL SCALE: 3/4" =1' -0" 2X4a SECUIR TO CLOCK W0W 2x4= 2X6 P.T. SECURED TO OR DRIVE PIN T IN. CNSSHANK (MIN. SHANK SITE W/ SECURE TORBLOCKDRIVE GU t0 BLOCK wN4 TAPCONB OR DRIVE PIN MASONRY w/ 1/2'x9' A$. w/ .140S0 MIN. HEAD SITE 34xm TAPCOPA OR DRIVE PIN IN (MIN. SHANK STYE (MIN. SHANK SITE .148 2' DIA. WASHERS, i' MIN. MIN. EMBEDMENT I Y4) .10 MIN, HEAD STYE 300 MIN. HEAD SIM 300 S' CMU " EMBEDMENT WITHIN 8 OF WITHIN II EACH END 4 NOTE: STRUCTURAL 2X MUST BE II MAX SPACING. MIN. EMBEDMENT 1,1649 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL. 2X MUST BE WITHIN EMBEDMENT' 0= ACµYtEND 4 NOTE:STRUCTURALSIDESEC 2X MUST BE ON OUTSIDE 4 SECURED ' DRYWALL I'X4' OR I'X2' P.T. NAILER EA. END, 32' O.C. MAX IN 2X6m NO OUTSIDE 4 SE(z11�D -CONTHROICsFf NON-STRUCTURAL TAPCON 18' O.C. MAX SPACING. TH OUTSIDE 4 NONSEC-STRREDUCTURAL THROUC4-I NON-STfdICTURAL �(�S' 18' O.G. MAX SPACING. 2xbm THROUGH NON-STRUCTURAL W6' Ix4 P.T. OR °/4'X4' MIN. SECURE THRU FIELD. SACLIKE TO BLOCK W,2-i(.' MILL I-Y4 EMBevMENT INTO 2X6m tAPCGN MILL I-Y4 EMBEDMENT SECWip TO BLOCK tAPCON MM. I -A' EMBEDMENT INTO BLOGIC ��K TAPCONS OR DRIVE PIN BLOCC SECURE TO BLOCK NTO BLOCK LVI-I/4' TAPCGNS OR )1L, TAEPGONB OR DRIVEPIN (MIN. SHANK SITE • , WR- TAPCONS OR DRIVE PIN (MILL SHANK 8127= MIN. HEAD STYE CI'1U DRi PM (MIN. SHANK SITE J4S MIN. HEAD SIZE 908 0 MIN. EMBEDMENT i Y4') D -L (MIN. SHANK BITE .Id5 � CMU MIN' HEAP SITE 'CMU MIN. EMBEDMENT WITHIN 8' OF EACH END 4 IB' O.C. MAX SPACING. 'x4' OR Do' P.T. NAILER MIN. HEAD SIZE 30® MIN. EMBEDMENT I Y4') 'DRYWALL MIN. EMBEDMENT I Y4) 14 'DRYWALL 'Xd' WITHIN 8' OF EACH END / 18' O.C. MAX M SPACING 2s� ❑ WITHIN 8' OF EACH END, 1 'X4' OR Dol P.T. NAILER El WITHIN 8' C♦= EACH END 4 IB' O.C. MAX SPACING. OR 1'X2' P.T. NAILER SECURE TO BLOCK wa-v* 714' 09D. X 4' MIN. Is, 0G. MAX SPACING. TAPGONS OR DRIV7= PM (MIK SH/.INlC 817E J45 DOOR CASING 2X8.m SECURE TO BLOCK W/J- ' DOOR CASING 2X8mv SECURE TO BLOCK WA-1/4' Y&' 0A.B. X 4' MIN. DOOR CASING q MIN. HEAD SIZE 300 DOORJAMB OR �� MM. EMBEDMENT 1 Y4) TAPCONS OR DRIVE PIN (MIN SHANK SIZE J4S DOOR JAMB OR WINDOW TAPCONS OR DRIVE PIN (MIN. SHANK SITE .145 DOOR CASING: DOOR JAMB OR WINDOW ATTACHJ JAMS PER MANUFACTURES U ATTACH TO 2X PER wm4N e' OF EACH END 4 MANUFACTURES DETAILS4. MN.MIN. HEAD SIZE 30® ATTACH TO 2X PER MIN. HEAP SIZE 34747 ATTACHTO 2X PER DETAILS. IB' OL. MAX SPACING. EMBEDMENT MANUFACTUI S DETAILS. MUL EMSEDMETIt I Y4) MANUFACTURES DETAILS. NOfE: SHIM AS NEEDED TO PLUMB WITHIEAAFFY�END / ��' SHIM AS NEEDED TO PLUMB WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: BRIM AS NEEDED t0 PLUMB SWIM ASNEEPED G P1AMB JAMB (00 NOT W CF_ED H') IS' O.C.MAX SPACING:. JAM® mo NOT EXCEED V) JAMB (DO NOT EXCEED Yi) JAMB' (DO NOT EXCEED 4 DOOR JAMB TO BIDCK +1-16//1p' yDIDON TO RLDCK +1-15/18 DOOR IAMB TO BLOCK +3' IIWDOIP DOOR JAMB 7b BLACK +�7/18" DOOR JAMB i0 BLACK +3/4 OR +6/4 TO BLOCK +3' �l Wamw TO BLOCK +3-7/18" /'� IWDOM TO BLOCK +3/4 OR +B/4 7•LEi JV- -0 u : 9/8'=1'-4D' v :3/87-Ol :3/8'•I'-®' 2X4s1 2X4,w SECURE TO BLOCK 11.11 ' 2X4a SECURE TO BLOCK W/)4' TAPCCNb DRIVE PIN SEA BLOCK 114, OR DRIVE PM MI SIN. ANOR OR JOIN (MIN. SHANK SITE •146 MIN. HEAD SITE 3W (MIN. SHANK SIZE .145 MIN. HEAD SITE .300 MIN. EMBEDMENT 1 Y49 WITHIN MIN. HEAD SIZE 300 MIK EMBEDMENT i Y49 UT14N 8' OF EACH END 4 18' OL 8' OF EACH END 4 18' O.G. MAX SPACILKs. NOTE, 2X MUST MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END / NOTE: STRUCTURAL 2X MUST MAX SPACING:. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE/ SECURED MAX SPACING.OUTSIDE 2X6m BE ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL 2X6= ROUGH NON STI"TUURAL SEG111E To BLOCK W!1- THROUGH NON-STRUCTURAL .' TAPGON6 OR ifs' TAPCON MIN. IA' SECURE TO BLOCK W/I-I/4''-M TAPGGN MIN. I-B TAgf% OR DRIVE P1N 3 TAPGON MIN. 144 DRIV DRIVE PN EMBEDMENT INTO BLOCK TAPCONS OR DRIVE PIN EMBEDMENT INTO BLOCK MIN. SF{,4NK SIZE J48 EMBEDMENT INTO MOCK. (MIN. SHANK SIZE J48 (MIN. SHANK STYE .14b MIN. HEAD SITE 300 MIN. HEAD SIZE 3490 S, CMU MIN. HEAD STYE 300 0 MIN. EMBEDMENT I Y4) WM41M 8: C`111 MIN. EMBEDMENT I Y4) )S' DRYWALL MIN. EMBEDMENT I Yw) B' CMU '8' cm )Y DRYWALL 8' OF EACH END 1 IS' O.C. MAX SPACING 'DRYWALL WITHIN OG. MAX SPACING. I'X4' OR I'X2' P.T. NAILER pITOI.C. MAX SPACING. N S' Or EACH END / ❑ K' DRYWALL I'X4' OR 1'k2' P.T. NAILER ❑ I'X4' OR I'X2' P.T. NAILER R "X' 2XBme 2X SECURE TO 2X8mo I'X4' OR I'X2' P.T. NAILER DOOR CASING 2X8� SECURE t0 BLOCK W/2- OOR SECURE 70 CLOCK STRUCTURAL MEMBER SECURE TO BLOCK W/I-114' ' P.T. X 4' MIN. ,' TAPC.ONS OR DRIVE PM WJ2-,' TAPCONS OR W/C2II2d WITHIN 8' OF EACH TAPCONS OR DRIVE PIN OOR CASING (MIN. SHANK SIZE J45 DRIVE PIN END 4 6' TO B' O.G. MAX (MIN. 8HAW SIZE .145 DOOR JAMB OR WINDOW TO 2k PER MIN. HEAD SIZE 3400 MIN. EMBEDMENT 1 Y4) WItHI DOOR JAMB OR WINDOW ttACH YO 2X PER (MILL SHANK SIZE J45 MILL HEAD 817E 3m0 OOR CASING DOOR JAMB OR WINDOW MIN. HEAD SIZE 3047 MIN. EMBEDMENT I Y4) DOOR JAMB OR WWpOUI .ATTACH MANUFACTURES DETAILS. 8' OF EACH END 4 18' O.C. MANUFACTURES DETAILS. MIN. EMBEDMENT I Y4) TTAC 4 TO 2X PER WITHIN 8' OF EACH ELIp / ATTACH TO 2X PER WITHIN 8' OF EACH END 1 MANUFACTURES DETAILS. I8' O.G. MAX SPACING. ANUFAGTLIREB DETAILS. MAX SPACING. :SHIM AS NEEDED TO PLUMB I To MAX SPACING. NOS, BHl•I AS NEEDED TO PLS2MB HI TO 18' O.G. MAX SPACING. NOTE, SHIM A8 NEEDEp TO FLUME NOTE: BRIM AS NEEDED YO PLUMB JAMS NOT EXCEED JAMB ! NOT EXCEED JAMB (DO NOT EXCEED 49 JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +1-1J2" DOOR JAMB TO BLOCK +2 11A DOOR JAMB TO BLOCK +3" DOOR JAMB TO SLOCK +3 3/4- 4 /n>1 'ND7D011 TO BLACK +1-1�/22" " �n1 llRipOW TO BIDCK +2 1 4 " iu�1 T1INDOlr TO BLOCK +S" `� %rrl VWDOW TO BLOCK +9 9/4' SCAL6 3/8'.I'-0. SCALE: 3/B'=I'-47' SCALE: 3/B'=1'-0' `: SCALE: 3/8'=I'-0' N FASTENER SCHEDULE ROOF DIAPHRAGM USE 1/16' O.S.B. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4" O.G. 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 08 GUN NAILS r 4' O.G. EXTERIOR SHEATHING USE 1/2' CDX OR 1/16' OSB PLY WITH 08 RING SHANK GUN NAILS AT 6' O.C. AT PANEL SIDES AND •8 RING SHANK GUN NAILS 4' O.C, TOP 4 BOTTOM PANEL AND % RING SPANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS OR't W ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS). SEE DETAIL. NOTE: _RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. -ROOF DESIGN PRESSURE BASED ON WORST CASE NAIL REQUIREI" IENTB SIZE HEAD LENGTH DIATENSILE STR 8d ROUNDJMODIFIED 1 1/8, J13 room om OR T 10d ROUT DJMODFIED 2 I/V _128 N0000 OR NOTE: NAILS TO BE MFG. BY MEMBER orINT. STAPLE, NAIL 4 TOOL ASSSOCIATION I. 0,113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3.16 TO 20 RINGS PER INGP 4- 0280 INCP RILL ROUND HEAD DIAMETER 5.2 INCP NAIL LENGTH TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING: SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING .-�mmmmIIIIIIII�' 11 1 YLL *� �lO It E - TYP. EXi. SHEATHING: ATTACHMENT �LL Q u FOR SHEAR 4 UPLIFT (OSJ3. TO BE STRUCTURAL N o GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT r OPENINGS IY •5 RING SHANK GUN NAILS e 4" OC, TOP 8 BOTTOM EDGES 0 N8 2' DECK SCREWS r W-8' O.G. MAX r EDGES 4 12' O.G. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP- 3/4' 7`43 SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 2x4 BLOCKING EETWEEN TRUSSES WHERE: "X' BRACING IS PRESENT •PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED (2) 12d's a EACH TRUSS TO EE INSTALLED MID. OIN- OF TRU56 SPAN, OR 10'- 'O.C. MAX. SEE ENERGY G E FORMS FOR INSULATION R- ALUE5 GYPSUM OARp OR }" HIGH 5TRENGt CLG. BOARD x4 B 24" O.C. a INTERIOR KNEE ALL rwoc ONG. FILLED LINTEL 5LK W/ (1) REBAR CONTINUOUS RECAST LINTEL L WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS \ _ PRECAST SILL lU "5 REBAR VERTICALLY W/ CONIC. POURED CELL Ix2 P.T. FURRING STRI108 a 16" O.C. " GMU I "GYP. WL. BD. WOO SASE NOTE: PER 1=5CR R905.1.1 - FOR RR001= SLO S 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLA ENT SYSTEM IS REQUIRED. FOR ROOF SLOPE 4:12 OR GREATER, (1) LAYER UNIDERLAYME IS PERMITTED 5UT MUST 5E PER ASTM D22r TY 11, ASTM D 4869 TYPE IV, OR ASTM D 6l51 IX4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION fPRE-ENG'D WOOD TRUSS (TYP) s 24" O.G. MAX SIMPSON HETA-16 (TYP) VERIFY �\ T-W/ TRUSS PLAN GONG. POURED LINTEL COURSE v— IX4 SYP LATERAL RE-INFORCING 36" O.C. MAX ® TRUSS BTM. CHORD, SECURE WK3) 10d NAILS to EA. TRUSS CHORD GABLE END BRACING �48 RING SHANK GUN NAILS r 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SPEATPING (OSJ5. 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 N w `. ti 0. U w A E A atmDrv. as LOT: CREEKSIDE LOT 59 P3m0jzcT�ji 04321.000 059R1 MODIEU 4EAB "16"72-ARIA" GARAGIC STaNG: LEFT PAGIC: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA U NI RO . AR NCRA O g3723 DATA: 06/06/18 mcAL1/4"=1'-0" � !. E== D 2 IBERaLASS SHINGLES VER 030 FELT PAPER I STALLED PER FBCR 2x4 BLOCKING BE N RS05.1.1 ON �" O.S. TRUSSES At FIRST l PI RGLASS SHINGLES OVER PROVIDE EAVE 5H ATHINGS OR J" CDX BAYS 4'-0' O.C. (A 030 FELT PAPER (OR BAFFLE OVER THE TOP P YWOOD SECURED FIRE LASS SHINGLES OVER SHEATHINGS SEAMS APP OVED EQUIVALENT) ON OF INSULATION FOR PER FASTENER SCHEDULE EMBED. STRA °30 LT PAPER INSTALLED O.S.B. 1 I-IEATI-IINCs OR � CDX CLEAR VENTILATION VERIFY W/ t SS PE EBCR RR905.1.1 ON PL COD SECURED PER PER FBEC R402.2.3 PRE- WD. TRUSS PLAN O.S.B. EATHINGx OR "CDX F STENER SCHEDULE 24" O.C. MAX. PLY Op SECURED PER F TENER SCHEDULE /C-OH"(INSTALLED PRE-ENG TRUSS ZIP SHEATHINGS SYSTEM MTL. RIP EDGE SEE ENERGSY CODE S MTL. D IP EDGSE PRE-ENCz D. TRUSS2x4 TL. DRIP EDGE " SEE ENERCs"t' GOD FORMS PER MANUF. SPECS.) OR OR 2 FASCIA FOR INSULATION R ALUES ° 2x4 OR 2X6 ASCIA24 O.C. X. 2x4 OR x(o SUB-BAND—/� FOR INSULATION -VALUES. WOOD sHEaTHIN� PER EL VAtIONS 5/8 GSYPSUM BO OR 1/2 HIGH stRENCSTH LCS. BOARD PER ELEV LIONS PE ELEVATIONS " GYPSUM BO D OR wRs LAYER •1, DOUBLE TOP P AtE VENTED ALUM. S It T. 2x4 RAT SECURED W/ (2) IZd's CH TRUSS VENTED UM. SOFFIT HIGH STRENCxT GLCx. STUCCO WRAP WRB LAYER 02, FORTINIBER VENTED ALUM. It �" Try. WINDOW HEAD R SIZE VARIES 1/2' CDX OR 7/16" SB SEE ENERGY ODE FORMS FOR BOARD BUILDING; PAPER o.H. PER WINDOW pENINGS SEE SECURE t0 WALL R INSULATION -VALUES p 1,000 UPLIFT 51MPSON METAL LATH '! I/2" GpX OR �/16" SB DEADER SP N CHART FOR FASTENER SCHEDUL 5/8" GYPS BOARD OR ONNECTOR SP2 a E FASTEN t0 WOOD STRUCTURAL -I' SECURE to WALL R DETAILS ON SHEET D I/2" NIGs{ 1 RENCztI I GLCs. 2 SYP "2 2X8 STU s _MEMBER a O.C. MAX 7/8TEXTURED FASTENER SCHEDU WINDOW A ACHMENT AS PER OR 1/16' ZIP BOARD D TOP I.,•.; FINISH • WOOD ON SHEET p MANUFA URES SPECIFICATIONS SHEATHINGS SYSTEM DOUBL TOP PLATE WINDO HEADER SIZE VARIES PLA E M' TYPE CONTROL JOINT OR ZI SHEATHINGS SYSTEM WINDOW ILL (INSTALLED PER MANUF. SPECS) PER NDOW OPENINGS SEE FRAME to BLOCK CONNECTION SEE DETAIL (INSTALLED PER 2x6 �u'T DS a 16' O.G. MAX W/ HEA ER SPAN CHART FOR ZIP SH THINGS 15/DI MANUP. SPECS.) INSUL. SEE ENERCSY CODE FO FOR INSULATION DET IL5 SYSTEM NSTALLEZ) " � RY WALL ro' METAL LATH STRIP CHICK 3 GOAT V CUES WI OW ATTACHMENT AS PER NUFACTURES SPECIFICATIONS PER MAN SPECS.) 1 DIA ANGI-40R BOLT 6' WIDE STRIP SELF ADHESIVE FLASHING:, CLEAN CEMENT PLASTER 4 GS SUBPLOOR GLUED AND f/8' THICK, 3 GOAT CEMENT PLASTER INDOW SILL OR WALL At 16" O.C. MAX WfTI-I �° 11 EMBEDMENT AND 2 " MASONRY BEFORE APPLYING ;;;.: TEXTURED APPLIED TO METAL LATH OVER 2 LAYERS REWED A5 PER FASTENER HEDULE ON SHEET D2 APPLIED TO METAL 2x6 STUDS + 16" O.G. MAX W/ SHEATHINGS DIA. WASHER FINISH ® MASONRY OF GRADE "D" LATH OVER 2 LAYERS INSUL., SEE ENERGSY CODE S' CMU BUILDINGS PAPER OR OP GRADE "D' FORMS FOR INSULATION 2x8 SYP *2 SIMPSON SPI PAPER BACKED LATH BUILDINGS PAPER OR R-VALUES WOOD STUDS EA. 2X8 OVER AN APPROVED PAPER BACKED LATH � T t CS SUBFLOOR GLUED AND , AT 12 O.G. MAX S VERTICAL CONTROL HOUSE WRAP OVER AN APPROVED SCREWED AS PER FASTENER HOUSE WRAP SCHEDULE ON SHEET D2 BETWEEN DISSIMILAR 2x8 P.T. SYP *2 TERIALS Iz SOLE PLATE (1) COURSE TIE -BEAM SOLID WITHCALE: TL DETAIL -tB/WA2 PRE-ENGS FLOOR TRUSS zPOURED CONCRETE. Ci) ✓ N.T.S. (INSTALL PER MFG. SPECS.) >u Z Q REBAR HORIZONTALLY CONC. PILLED LINTEL BLK W/ CI) "5 REBAR " GYPSUM BOARD OR }" HIGH STRENGTH CLGS. BOARD DETAIL �B/WA2 4O � 11 WEEP SCREED PER PRECAST LINTEL " T k CS SUBFLOOR GLUED —'�- ND SCREWED AS PER GONTINuouS Q IX2 NAILER/DRAFT stop O PRE -ENDS FLOOR TRUSS (INSTALL PER MFG. SPECS.) Qr z Iu � JL ASTM 926-G k 1063-G (SEE DETAIL 2/D3 0 WINDOW ATTACHMENT AS FA ENER SCHEDULE ON SKEET D2 ' I" GYPSUM BOARD OR i" Z lLl PER MANUFACTURES SEE ENERGY CODE FORMS FOR INSULATION R-VALUES HIGH STRENGTH CLGS. BOARD 1U U -AO SPECIFICATIONS FASTEN 2X4 BBON CP... GMU) W/ ($) 12d N S �N� IX2 NAILER/DRAFT STOP PRECAST LINTEL Z "S REBAR a 1(o PRECAST SILL CONC. FILLED LINTEL BLK W/ z O.C. MAX, IN PRE EN OR 55 WI OW ATTACHMENT AS PER (1) S REBAR CONTINUOUS lll CONCRETE (INSTALL EC 5/8' THICK, 3 COAT MA FACTURES SPECIFICATIONS EE ENERGY CODE FORMS (x Z POURED C j_,, 2 P.T. FURRING SCRIPS PORTLAND CEMENT PRE AST CONCRETE SILL R INSULATION R-VALUES O VERIFY 1(o" O.G. CONC. F I EL BLK W/ PLASTER APPLIED P CAST LINTEL Q � PLAN. 8° MU (1 B CONTINUOUS DIRECTLY TO MA50NR (0 "5 BAR VERRTICALLY W/ CON POURED CELL WIND ATTACHMENT A5 PER MANUF GtURES SPECIFICATIONS z O R-4.1 1/2 ° P. WL. BD. I B B O N 5/8' THICK, 3 OAT Q U INS CATION Ix2 P.T. 'U RINGS PORTLAND NT PRE-C TCONCRETE SILL (I) 4 NTINUOUS REBAR FASTENING DET STRIPS g " O.G. PLASTER PLIED � WOOD SE (� s GMU DI TLY to (1) +5 REB R VERTICALLY O " SCALE: 3/4°=1'-0° 1/2" GYP. WL. P. ASONRY W/ CON(. P RED CELL 73 M L 04 REBA 48" LONGS WOOD BASE r Ix2 P.T. PURR CS �r -4 C) W/6" HOOK 24" O.G., Z „ ID'-0' STRIPS a 24" G. Z) O - MIN. 24 IN 5 B ROO- 68 UP'LIFT FIN. FLR. 8" GMU _ 21 -011 CM IN. OR NOT O 4 W 1/2" GYP. W P. L. BD. ® I : N SLAB) SHE FOR CLARITY E SHOP 0W3 WOOD BASE o PLR W LL I , a 3 1/2' GONG., REI W/ (o°x(o° $ � C TI L � WL4XW1.40 WWM ON -MIL ExteRloR WALL SHEATHINGS (SE . oa O N — POLY ETHYLENE v FOR , 2—STORY 2—STORY — p ' OOD tl° RETARDER ON FAS EACH STUD \ ) TO DBL. P PLATE �J NAIL WELL -COMPACTED GL AN PERMAN� WALL WALL ra FRAME TO �� FILL TERMITE TREATME T f� SECTION SECTION LOCK WALL ° 2'—r�" SHALL BE BORA-CARE ECTION AT TOP B (3) "5 REBAR CONTINUO OF EXTERIOR WALL SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" ON CHAIRS SCALE: Nts FIBER3LASS SHINGLES PRE-ENCS (SABLE TRUSS FIBERCsLASS SHINGLES OVER 030 FELT PAPER VER 030 FELT PAPER PRE-ENGS (SABLE TRUSS NOTE - INSTALLED PER PBCR INSTALLED RR905.1.1 ON " O.S.B. SPF STIFFFAACK (SEE SEALD TRUSS LLED PER FBCR RRS I ON " O.SB. SPF STIFFBACK (SEE SEALD TRUSS DIAGSONA ACE s XTERIOR WALL STUDS 4 PLACE STRAPS SPACED WALL 64EAT1-4NG AND FASTENEAS ENGS. PACK FOR SIZE 4 CONNECTION) ENDS. PACK FOR SIZE e CONNECTION) CENT OF TRUSS SHOWN WITH CONE SHEATHINGS OR " GpX } 2X4 5PF E3LOGKINGs BETWEEN SHEAtHIN } GDX ax4 5PF BLOCKING BETWEEN S OR HIGHEST FASTEN STUD O BLOCK ADDITIONAL s At WALL EACH WINDOW SCUD PLYWOOD SECURED PER FASTENER TRUSSES AT FIRST (5) BAYS 4'-0' PLYWOOD S RED PER FASTE TRUSSES At FIRST (5) BAYS 4'-0" IDGSE. DIAGONAL WITH LISP MST STRAP WITH FASTENERS ASS NSTALL SCHEDULE O.G. (AT SHEATHINGS SEAMS) SCHEDULE O.G. (AT SHEATHINGS SEAMS) BRACE TO BE a ANY STRAP • EA E UNA) � � and COMMON NAILS NOTE:tuD MTL DRIP EDGE I SPAN 15 -0 OR GREATER. REFER TO SPACE STRAPS As _r7m MPH'C'. 32 al>6 cm.I48 D1a x I Ina � MTL. DRIP EDG�E DIAGsONAL BRACE a -nm MP4 ,e': 32' o P - GS TRUSS 24' CENTER OF TRUSS SPAN OR 2X4 OR 2X b FASCIA 2 TRUSS ENCS. FOR ism MPH 'c': 3r 'e': oc. STRAPS INSTALLED O.C. MAX. . HIGHEST RIDGE. DIAGSONAL PER ELEVATIONS - ADDITIONAL ->5m MPH 48' -140 MPH 'C' 48' o.C. OVER WALL SHEATHINGS O�. 2X4 OR 2x6 FASCIA BRACE to BE m ANY SPAN SECURED W/ C3J 12d HORIZONTAL TRUSS TOP OF STUD WALL PER ELEVATIONS 15'-0" OR GSREATER. REFER NAILS REINFORCEMENT. _ SOLE Pt Are SECURED W/ (3) 12d SECURE TO t0 TRUSS ENGS. FOR SEE FASTENER SECURE TO ��\ 0'-C' TO 30'-0' (1) PILL ALL REMAINING: STRAP HOLES w/ REMAINING NAILS STRAP NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE - WOOD BACKING 1/2' CDX OR '7/16" OSB (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHINGS (2) 12d 30'-1" TO 60'-0° (3) '� C O PER NAILS 0'-0" TO 30'-0" (1) FASTENER PATTERN 1/2' COX OR 1/16" OSB AI X-BRACE (U X-BRACETOP -SORRY DO NOT PLACE SCREW IN HOLE NEAREST o TOP FASTENER SCHEDULE ON SHEET D2 X-BRACE SECURE TO WALL PER a CENTER AND (2) BRACE DIVIDED MA WALL CMa BLOCK WALL �' ZIP SHEATHINGS 30'-I" t0 60'-0° l3) X-BRACE (1) X-BRACE FASTENER SCHEDULE ON SHEET D2 EQUALY FROM CENTER CONNECT eorroM of CONNE T 01 BLOCK WALL TEM SYSTEM SYSTEM (INSTALLED PER SPECS) s CENTER AND (2) R 1/I6" ZIP SHEATHINGS TO END WSTRAPI/ CP ins' DIA X 1-1/4' bQNG TAPcoN MASONRYMANUF. WEEP SCREED, SEE BRACE DIVIDED CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER SYSTEM (INSTALLED PER ANUR SPECS.) N. 2x4 sPP RAT RUN SECURED 2—STORY �B-�WALL WS DETAIL 75, SHEET WA2 (2) 12d's a EACH TRUSS *° END 2X4 W/ 3/8 X 5 LAGS (2) 12d s o EACH TRUSS ABLE END 2)<b P.T. SECURE W/ 1/2'X9" ANCHOR (2) 2x4 wZ S.Y.P. DIAGONAL BRACE W/ GABLE 632' O.G. MAX, O (2) 2x4 "2 S.Y.P. DIAGONAL BRACE W/ (3) 12d's s EACH TRUSS DIAGONAL C S BOLT 32" O.G. MAX. NAIL TO 2X6 (3) 12d's a EACH TRUSS DIAGONAL X-BRACINGS t0 COVER 5-TRUSSE5 —BRACING SIMPSON MST m 32" . - MAX. X-BRACINGS To COVER 5-TRUSSES BRA XTERIOR STUD WALL CONNECTIO GABLE 5/8" GSYPSUMI BOARD OR 1/2" HIGH °- , , D OF PLATE 5/8' GYPSUM BOARD OR 1/2' HIGH TO FIRST FLOOR MASONRY WALL W/ I2d NAILS 6 O.G. STRENGTH CLGS. BOARD SCALE: 3/4 -1 -0 2X D 16" O.C. MAX, STRENGTH CLGS. BOARD L81 „— SCALE: 3/4 = - e3 SCALE; NTS MAX. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w r7 w U w ti 4 w a F q x 19LTnDIV. da LOT: CREEKSIDE LOT 59 P1iOJECT# 04321.000 059R1 MODEL: 4EAB "1672— ARIA" GARAGE gTaNG: LEFT PAGE: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 0C r a m S. DATE: 06/06/18 BCALE: 1/4"=1'-0" 1 TOP PLATE '1)LOjC. MAX SECURE 2X4 W/ 2-1/4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4' W1111 ,' EA. END NOT TO E *NOTE.- NAIL 5I-4I=ATI-41NCx TO ALL 2X AS PER EXT. 5I-4=AT4NCx NAILINCx, 56 4" O.C. MAX a EDGES 4 (o"-S" O.G. MAX IN TI-4E 1=I=LD BT. SECURE I ID ATHNG ��X WITH MIN. d PER BLK EA. END EXTERIOR ARCHWAY WITH WINDOW 1 SCAB K: 1/211.1'-0' CLOSED VALLEY FLASHING DETAIL N.TS, 132' O.C. 4 BOTT( 12' G .BOAR 1/2' CLG. ARD WOOD 1/2' D ALL - (00 UDS 016, .C., U.Ox zX4 CONT. 2X4 WOOD STRESS STUDS •16' BLOCKING: oz., UAx MID -WALL SECURE Bt. 12'X9' A PLATE TO 5 B W/ 10d MA RY 12' DRYWALL 32' O.C. " EMBE NAIL 32A MAX K SE ATII /00"\ r—GONG. SLAB F DET ILSY ATION ILS SP 32' C. MAX ST FLOOR 1ST FLOOR WAL NO UPLIT. FT) A �W� UPL FI SP4.32' M5TA-36 32' MAX SP4032' O.C. ryf 4X- SECURE TO WOOD W/2-12d s 6 'I O.C. STAGGl=RE SECURE 2X4 W/ 2-W6 - TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .I45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys' W/IN 8' EA. END NOT TO EXCEED 18' O.G. MAXI 2X4 SOLID BL i SECURE t0 BHEA WITH MIN. 2-12d PER 1/2' CLG. 1/2' DRYWALL—, 2fX4 CONT. STRESS BLOCKING: MID -WALL SECURE BT.PLAT TO SLAB W/ 10d MASONRY NAIL 32' O.C. MAX 2X4 PT. PLATE CONC.SLAB EXTERIOR ARCHWAY 2X4 SECURED TO GABLE ENG W/(2)I 6"-B" O.G. UPRIGHT TRUSS CONT. TAL TRACKS, OP 4 BOTTOM 1/2' DRYWAL 2X4 WOOD CHANNEL SHA STUDS ®24" STUDS 24' 0.- pA LAYER OF 1/2' TYPE GYPSUM WALLBOARD-" ATTACHE EAC SIDE a 12 7 GONG. SLA CONC. SLAB 1ST FLOOR 1ST FLOOR TYP. INT. WALL W TYP.INT. WALL METAL STUDS Q (NON-BRG.) NON-BRG. 2' V S 7A 12'=I'-0" — 8C SCALE: 1/2'-1'-0' TRUSS TO WOOD FRAMING: SIMPSON 1`175-12 PRE-£Nls. TRUSS DqTOP LATE 2Ei4 t STRESS DBL. 2X TOP PLATE ID WALLT/I6' OS.B.OR'IA6' SHEATHINGSx 16' OG. MAX, ZIP SYSTEM (INSTALLED PER =N MANUF. SPECS-) VN < SUSFLOOR GLUED 2X BLOCKING: v CREWED AS PER TOP OF A ER SCHEDULE 12' CDX I FLOOR STUDS TO s FLOOR STUDS 2X STUDS IS' O.G. MAX. a w 51MP50N M5TA-36 • 32' 2X BTM. PLATE O.C. MAX 3/4' FLOOR DECKING: PRE-ENGINEERED FLOOR GIRDER PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE PRE- ENGINEERED FLOOR TRUSS 2x CONTINOUS STRESS LOOKING MID WALL Q1 CONTINUOUS SHEATHINGS TO BEGIN AT TOP OF BLK 2 STUDS s 16' O.G. MAX, W/ I/4' GAP FROM BLK TO OS$. UA . �12' . WL. BD. O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT �SECU BT. PLATE TO PERIMETER OF O.S.B. t0 PROVIDE CONT. NAIL PATTERN SLAB W 'xS' ANCHOR Q REMAINING AREA TO SE SHEATHED FROM DBL. TOP BOLT W/ WASHER SET IN PLATE TO HORIZONTAL SLOCKINC% SIMPSON STRENGTH EPDXY 7' ED. MIN. ® SHEATHING • TOP OF WOOD FRAMED WALL TO BE �32IMp� STAGGERED MIN. OF 16' FROM SHEET BELOW SIMPSON ® INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 2-STORY LB. EXT. WALL SHEATHING SCALE:12'=I'-C' 4 SCALE:12'=1'-O' SIZE PER DOOR//\ WINDOW OPENINGS A ©❑�M'--L'aj mar ° SECURE 2x4 ONJ FLAT TO SLK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) K'XS' A -BOLTS 4" EMBEDMENT MIN. W/ 2"X2'XJ6 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X(p PT BLOCK a CENTER Or - DOOR HEADER W/ll))J'X8" J-BOLTS O 4" EMBEDMENT W/ 2'X2'XY•' WASHER AND NUT. m INOTES: J C ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 1/2'.I'-0' " CDX PLYWOOD fo'-O" OPENINCa a T BLOCK W/ (2)J 3" ON OR DRIVE PIN 4 V ANK SIZ 145) MBED. I k) IN 8' OP EACH D AND OC MAX SPAGIN Qa. 4 GMU W L tl !' Qsq— Q4pa /41 s Q q a I a °4 a 9 a �..�� ------ TYP. EXTERIOR WINDOW 4 DOOR OPENING WD FRS SCALE: 12"=1'-0' rr ARCH WINDOW FRAME PRE-ENG TRUSSES W! TRUSS CONNECTOR VERIFY W! FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS • " O.G. SPIPSON LStf(-12 a EA. JACK '�TUD, BOT IDES OF OPENING 2x 5T S A 16' O.G. MAX W/ SH THINGS. SHEATHINGS TO BE HIN }' OP WINDOW/ DOOR OPENING AND SECURE PER NAILING: SCHEDULE KINGS 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 6" EACH END t NO MORE TH 12' O.G. STAGGERED SP4 H5 • TOP AND BOTT ATES • EA. FULL LENGTHS D, BOTH 51DES OF OPENI SHEATHING T AP TO BOTTOM OF 'D TRUSS BELOW THING MUST NOT BREAK 1'- " MIN. PROM 2ND PLR LINE. -ENG TRUSSES OR FRAMED RAFTERS j OS.B. SPEATjftOR }' COX PLYWOOD. Aq 'AV4WIED PER FASTENER pu Et 2 OR 1/16, ZI SHE HI SYSTEM l R MANUR 2x4 DER Stu $CURE BETWEEN BAYS WJ (3) 12d' 2x DOUB TOP ACH END PLATE 6•16'DC. 2 o EVER STUD 2x4 BT. PLATE DORMER ATTACHMENT 15 SCALE:12"=1'-0' — 2x RIDGE ONE sl RGER THAN RARE IZE MIN. (3) 12d NAIL8 MIN. (4) 106 GUN NAILS 2x4 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS zx RAFTERS Ix8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS s EA. TRUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING: OVER PRE-ENG TRUSSES PRE-ENG.TRUSS HEADER SIZE PER SPAN CHART. o� TYP. INTERIOR DOOR OPENING WD "5 REBAR VERT. IN SOLID GROUTED CELL 5/8' THICK 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/*'xl V4' LAGS GALV. STEEL- VERTICAL TRACK BY MAUF. FASTENED TO TRACK BRACKETS W/ 1/4'-20XI/2' CARRIAGE BOLTS AND LOCK NUTS. ORE -ENCs) MTS-12 -ti16° oS.B. MTS-12 PRE - 4 CONV. FRAMED ROOF SCALE: 12':I'-C' PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN {DOUBLE TOP PLATE CRIPPLE STUDS 0116 ZAJACK MAX SIMPSON LSTA-12; MM% BOTH 81 NG. Fp1NHv6Nof= 16' OC. MAX W/ D. SHEATHINGS TO BE WINDOW/ DOOR OPENINGS AND SECURE PER NAILING SCHEDULE KINGS STUDS (SEE HEADER I SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) K STUD ASSEMBLY t0 BE 8 RED ONE PLY s A TIME. USE NAILS, TWO WITHIN 6' FROM E END < NO MORE THAN 12' O. 'r REP 1/2'xV A.S. MIN. -I' EMBEDMENMT 8" CH END E 32' O G. MAX. SP4 OR H5 ® top AND 0il-I5 UPLIFT SIMPSOM PTOM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL " IS00 UPLIFT (2) SIMPSOM HT&-120 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS BOTTOM PLATES s EA FULL TRUSS ANCHOR LENGTH STUD, BOTH SIDES G. 1 RETROFIT N.TS. LINE OF SLAB CORNER BEAD SEALANT t BACKER ROD S' GMU SEE STWCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT SPPROVAL EO. FROM MIAMI-DADS COUNTY UEATHER STRIP MOULDINGS ALL AROUND (BY DOOR MANUF.) OVERHEAD DOOR BY OTHERS 13 GARAGE DOOR JAMBS WALL DETAIL 2X4 DBL. TOP PLATE: IX4 STUDS 16' viv O8.B. TEXT. PINISH META-16 'CMU UTALL CONTROL DATE: 07/01/15 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 lia W 0 U A F A ti aysarv. ae LOT: CREEKSIDE LOT 59 PROJ CCT# 04321.000 059R1 MODEIA 4EAB "16"72-ARIA" GAE2AGIC SVMG: LEFT PAGIC: MISC. DETAILS t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA as DATA: I)A=: 06/06/18 OCAL"H: 1 /4" =1' — 0" ;;(„ ,,•iPu�m, 1 Planning & Development Services Department • Building & Regulations Division Product Review Affidavit Building Permit # Owners Name Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Desi n Pressure Number 1/4" concrete screw 6" edge distance @head, 4" edge Swing door (+36) J (-47) (+67) / (-67) Therma-Tru Smooth Star FL20461.17 N/A distance @jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @head and jamb. Min, embedment of all anchors to be 1 1/4" Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c atjamb, 16" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon SH Window (+38) / (-48) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R9 Non Impact anchor. 6" max. from comers, 7 1/4" o/c atjamb, 10 1/4" @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type l: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. SH Window (Integral {+38} / (-48) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-R6 Non Impact from corners, 8 1/2" o/c atjamb, 6" @ head. 1 1/4" Mulled) embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge Sliding Glass Door (+33) / (-41) (+50) / (-50) Ply Gem Builders Series FL14634.2-R3 Non Impact distance. 6" max o/c from corners and 20 3/4" max o/c 4780 elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening tap and Opaque single door (+36) / (-47) (+47) / (-47) Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. Top and bottom centerline of each door slab get with transom tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Double Garage Door (+29) / (-35) (+46) / (-42) Clopay 16.2x7 73 W6 FL16546.6-R9 N/A Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4"into boards. Use 4 nails per Roof IKO Cambridge FL7006.1-R10 shingle placed 6-1/8"above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 Underlayment Interwrap RhinoRoof U20 FL15216.1-R3 gauge 1 1/4" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows (+157) / (-46.1) fastened 12" o.c. in the field of the roll Soffit +31.6, -38.8 PlyGem Variform Soffits FL24161.1 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels Hurricane Storm embedment @ 1 3/4" in concrete /masonry, 2 1/2" min. Less than 6' span (+47) / (-53) panel MFG. 24 GAGE FL16293-R2 edge distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels 6' Hurricane Storm embedment @ 1 3/4" in concrete /masonry, 2 1/2" min. span or more (+45) / (-50) panel MFG. 24 GAGE FL16293-R2 edge distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. Zip System Install per manufacturers recommended requirements. Sheathing Huber Wall Sheathing 17147-R2 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6i078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 w U w 0 F U W A F Cti I EuBnrv.1EuBnrv. da LAT: CREEKSIDE LOT 59 Pltoiz # 04321.000 059R1 MODELt 4EAB "16'72- ARIA" GARAGE !9!1'] 4G.- LEFT PAGE: PRODUCT APPROVALS t60 MPH EXP. C ARCHITECT - STATE OF FLORIDA PFUNT 06/06/18 DATE: 19CALM 1/4"=1'-0" �JHEET D 5 NOTE: NOTE: IF ZIP SHEATHING SYSTEM IS APPROVED BUILDING WRAP IF ZIP 84•41HATWNCs SYSTEM IS INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4" SELF -ADHERING MEMBRANE b" • VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE MANUFACTURERS MANUFACTURERS 40 ENDS) t b' ®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 X" b'xb' SELF -ADHERING MEMBRANE PENETRATION FLASHING (COMPATIBLE W/ HOUSE PREFORMED CONTROL JOINT THICK, 3 GOAT CEMENT WRAP MATERIAL) OVER 4'x4' FLANGE OF CONTROL JOINTS t PLASTER / \ ti SELF -ADHERING MEMBRANE BE WIRED TIED TO LATH 411 9' \ LL1Q45 LAYER 02, FORTIFIBER FLASHING OVER APPROVED O.G. MAX (VERT.). NOTE; DO BUILDING PAPER V MIN. LAP METAL LATH HOUSE WRAP. NOT FASTEN CONTROL JOINT TO / \ FLASHING To EXTFNC> ONTO PIPE STUD I WALL EVEN IF D EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH ~ V LEG MAY BE USED TO TEMP. FASTENED 01' (VERT.) O.G. MAX X X X I SECURE CONTROL JOINT AT SUPPORTS X X X DURING INSTALLATION WRB LATER 'I, 1 GUT AND OVERLAP ONE SIDE OF / FASTENERS TO BE SPACED STUCCO WRAP METAL LATH FLASHINGSELF-ADIING MEMBRANE \ CUT AND OVERLAP ONE SIDE OF FLASHING SELF -ADHERING MEMBRANE • i' O.G. MAX VERTIGALLT STEP � FLASHING WOOD SHEATHINGOR 'ZISHETHING WRB LAYER "I, 1, THICK 3 GOAT CEMENT STEP �I s T SYSTEM INSTALLED PER i STUCCO WRAP PLASTER ll LAYER "I, I STUCCO WRAP MCrWF 5. G5.) / METAL LATH w ONLY WRB LAYER 2, FORTIFIBER 6° MIN PAPEe R LAP ELoI WR5 LAYER 102, FORTIFIBER BUILDING PAPER WRB LAYER "2, FORTIFI5ER \BUILDING PAPER BUILDING PAPER METAL LATH \ / ( WRB LAYER M, b"xb' SELF -ADHERING MEMBRANE �i STUCCO WRAP FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE To 4' I INSTALL FASTENED (CLIPS, LATH SHALL NOT GAP MIN, FLASHING OVER APPROVED 6° To 6^ Toe WOOD SHEATHING REQUIREDTTO SECURE AS HOUSE WRAP. BE CONTINUOUS OR 7/Ib' ZIP SHEAtHINCs FLASHING TO EXTEND ONTO PIPE SYSTEM (INSTALLED PER PIPE/ WIRE 70 FRAMING 4'x4' SELF -ADHERING MEMBRANE THROUGH CONTROL MIN. MN Iry t v szt „- # x {M SPECS) FLASHING OVER APPROVED JOINTS BUT SHALL � �� fi T' a �-a� BE STOPPED AND HOUSE WRAP. LIED AT EACH SIDE. PROVIDE ZX4 BLOCKING I' MIN LATH FLASHING TO EXTEND ONTO PIPE PER A5TM G1063 PLACED FLAT MAX. 6' TO 8' / LAALL LAP R T.10.1.4 FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON 2 APER LAP V CONT. BEAD OF SEALANT N07E: \ BtRUGIURAL STUD 5CALE: I I. FASTENERS FOR LATH TO BE NAILS OR INSTALL APPROVED HOUSEWRAP AIR STAPLES IN COMPLIANCE W/ ASTM CI09,3 INFILTRATION BARRIER OVER 2. WIRE TIES TO BE (NO. 18) 00415' WIRE / 17, SHEATHING 3. BLOCKING SHOWN MAYBE IN ADDITI4yr \ IELAF OM R(C COATING WALL OVER STUCCO/ / C.VTO WALL STUDS REQUIRED PER PLAN / VERTICAL LATH & PAPER DETAIL WOOD STUDS \ / ` SECTION EPER xterior and p qlastering NOTE: SHEATHING Exterior use of portland cement plaster SIDE LAPS OF METAL OR't/Ii TIP SHEATHING SYSTEM ? shall comply with the application PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) X: requirements of ASTM C 926-12A. BE SECURep TO BUILDING NOTE: 6 MiN. Installation of exterior lathingand framing „ FRAMING MEMBER_ PAPER LAP IF ZIP SHEATHINCs SYSTEM IS shall comply with ASTM C 063-12A. O M TYPE CONTROL JOINT THEY SHALL BE TIED INSTALLED, PLEASE SEE BETWEEN SUPPORTS MANUFACTURERS WITH 0.04i5-IN. (111-MM) STUCCO LAP 9 LATH WIRE AT INTERVALS NOT e s° LAP PAPe INSTALLATION PROCEDURES MORE THAN V (22S-MM). AS PER A51'M C1063 //�\I*`L FOLDINWARD • Pr. A ' } I. FOLD INWARD • PT. A (/y�Ipr� t.51 8�1=ITFE j" Y T � A T f O `I I)T A f L ® 2 CREASE • Pr. IS 4 K I C K O U JL N� FOLD FOR REPAIR OF TEARS HORIZONTAL LATH N,..�. IN WR5 LAYERS, DETAIL MAY 5EPATC-eDAI & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR FOLD PEEL 6 STICK • a9• ® 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR OI. FOLD INWARD • O I. FOLD INWARD • PT. A WOOD SHEATHING OR CMU FT.a III • Pr. B 2. cReA9E • PT. B I URB LAYER #I, 2. CREAM 3. CREASE • Pr. G STUCCO WRAP (FRAME ONLY) 3. GREA9E • PT. C t. FOLD Pr. G OVER Pr. 5 TILL Pr. C T0/J0-IE9 ® 8" TRICK, 3 COAT CEMENT ® k PLASTER(FRAME), 1/2" 2 COAT I CEMENT PLASTER (CMU) LEGEND METAL LATH (FRAME ONLY) ® LAP WRB 4 TAPE OVER ® ®FOB �R lN,�t 1=k�,�1� iu�R TT• � ROOF/WALL SCREED FLAN WATER TIG It L A1 E 1R #1 / STUCCO Wf;RAF= NOTE: SEAL. FOLD, 22 IF ZIP 51•4EATHING SYSTEM 15 SQtcur. INSTALLED, PLEASE SEE J'THICK 3COATCEMENT 511X5" "L" TYPE CONTINUOUS WRB LATER #2 (FORT1F15EfR PLASTER(-ffi).'a'2COAT GALV. METAL FLASHING MANUFACTURERS CEMENT PLASTER (CMu) Z INSTALLATION PROCEDURES WR LAYER "2, FORrIFIBER (NAIL TO ROOF DECK, NOT 8U I L D I1�lC P,�� R) BUILDING PAPL'R (FRAME CNLY) WALL SHEATHINGS) WRBLAYER M, GAP SHINGLE - DO NOT NAIL, j" jTAL LATT 4 X X X X STUCCO WRAP(FRA ME GNLY) • w LAP LAYERS of duILPMG WRAP INSTALL WITH ROOF CEMENT OVER NAILNc, FLANGE, STOP CINLY) STUCCO FR" OR GMLL EXTER9OR N�GP/WALL 1i \ .,� ROOF CEM}=NT Z " SxSWALL FLAM41INIG ��. ROOF PER ELEVATIONS W00� 5i 4EATi-41NG- '° 40 % OR 111ro" ZIP SHEATHING 5YSTE1"f n KIGK.FNNGM FLA9(SEE ��. (INSTALLED PER ANU1=. 5PEGSJ DETAIL)q 5F L F— 7'•"t D 1 4 E S 1 F= < � � IF��IP SHEATHINGS SYSTEM IS NOTE.,— — — — — = INSTALLED, PLEASE SEE MANUFACTURERS 1"1ErtAL l_ATI4: LATE 4 TO 5E FrziR SECTION FELTLNDERLATMENT WATER SEAL (MEND OR INSTALLATION PROCEDURES TIGHT ypp SOLDIER DO NOT CUT) 12iQ}3.-t.l / \ "�G`� � INSTALL KIQCOLLT SFHNCsLE ROOFING S FLAIll AT BOTTOM OF ROOF t }� /'� 1r%� 'f �E''1� �E * I /� WALL INTERSECTIONS rzR 5 �..9{. A R� ( U I I L I I I O fR I �4 O I 11 I� A L DRIP EDGE. OVERLAP 9' EMEND I/2' BELOW FASTEN 4' MECHANICALLY Fa9GIA WRAP " L'' FLASH N G �- TDOES NOT > 5 i� C I I C, T I ol�l5 FASTEN 4' OL. MAX N.T.S. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 I W r7 v 0 4 W A E h 14VBDM de IAT: CREEKSIDE LOT 59 PROJECT# 04321.000 059R1 MODIOU 4EAB "1672- ARIA" GARA03C OWMG: LEFT PAGE: WALL ASSEMBLY DETAILS %J60 MPH EXP. C 06/06/18 i scAum 1/4"=1'-0" E814 WAIL NOTE: IF zIP SH THING SYSt1=M IS INSTALLED, LEASE SEE MAANUFACTUR RS INSTALLATION ROCEDURES PACKER ROD BACKER ROD WRB LAYER "I, STUCCO WRAP 0 DRYER VENT a" CMU INSTALL 6" SELF -ADP MEMBRANE FLASHING TOP, SIDES) AND BO FLANGES OP NON -MO FRAME OF THE EXHAL VENT IS BE SET IN BED OF AL T T TOP AND SI SEALANT IS TO BE T L AS TO DEFLECT AT PROM JOINTS. %-E OAD ALL AROUND N APPLY SEALANT ALL tS AND INTERSECTIONS qjoj LY SEALANT AT PERIMETER OF ON -MOVABLE FRAME AND STUCCO AON LL AROUNDDES 4 CAULKING a JOINT PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application \In uirements of ASTM C 926-12A. Ilation of exterior lathing and framing shal mply with ASTM C 1063-12A. HOODED vE t $' THICK, 3 COA PLASTER METAL LATH WRB LAYER e2, FOF BUILDIhIGG PAPER WOOD SHEATHING ( FRAME (INSTALLED PER MANUF. WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRR LAYER , FOR BUI ING P R LATH v YL CA51NG BEAD W RAISED BAND 14' TOX" MID -WALL WEEP SCREED 6" WIDE STRIP SELF ADHESIVE FLASHING, GLEAN MASONRY BEFOFr= APPLYING Z FLASPING OVER dr.RATCH COAT W/STONE VENEER (FRAME TO BLOCK)_ ION LEGEND DRAINAGrz PLANE (WRB LA1'r=R #1, STUCCO WRAP) WRB LA%rER 1*2 0=ORTIFI5ER - - - - - 5UIL7.)ING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING =� %� OR 1116" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) SELI=-ADHESIVE 1=LA5HING - — — - NOTE: 1" FETAL LATH: LATH TO BE PER 5ECTION R103.1.1 / ASTM C-54rt-09, MIN, 2.rp L55. FER 5Q. %rARD (UTILIT`r' OR NOMINAL LATH DOES NOT MEEET 5PECI1gIcATION6) ELEC. M1=TI=F VERIFY LO 6B DRYER VENT BUILDING PAPER OVER "QUICK FLASH" F — — PIPE THROUGH - WALL I 6" SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK PLASH" STUCCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP E SIDES W9 WOOD CONSTRUCTI 7116' ZIP SHEATHING 5. EM (INSTALLED PER MAN4K. SPECS.) OR WOOD SHEATI-+I WR5 L R STUC w P :R "2, FO1;zTIFI5ER I PAPER WOOD CONSTRUCTION ICK, 3 COAT CEMENT 8' cMu TO Ya" MID -WALL EP SCREED VE �— WOOD FRAI4 WALL 7A HO IZONTAL WEEP SC (FRAME TO FRAME NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION ri SCALE: N.T.S. HMMAA I LJ NI=Lw= I Y>= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC I5OCYANOTE-POLY5LEND FOAM t �t1 IYYIt ')R SIMILAR) APPLY A SILICON 5A5E SEALANT AT POINT THAT ELEC. WIRE PENETRATES .. �..,.0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 41, STUCCO WRAP WOOD SHEATHIr APPROVED HOUSEWRAP BELOW CUT SUCH THAT - No MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z 5EAD— OVER 60 MIN GRADE "D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS i/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING -WRB LAYER el, STUCCO WRAP •WRB LAYER e2, PORTIFI5ER BUILDING PAPER METAL LATH -1/0" TEXTURED FINISH a WOOD -FASTEN TO WOOD STRUCTURAL MEMBER 9 T O.C. MAX -7S' TOY2' MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE PLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH a MASONRY 71 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) •o.o•o•e o .o.e.e o .e o. o. .o •o o• e. .o .e e. o• •o .o o. o. .o .o e• .o•o•o.o0 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP CUT "X" INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER 5OX AND OVER APPROVED WRB LAYER NI APPLY 60 MIN - GRADE "D" FELT OVER SELF -ADHERING PLASHING OVER APROVED HOUSEWRAP 5TEF WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING L.I WRB LAYER 02, FORTIFI5ER 5UILDING PAPER 5 T f= #./4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH eTEf= 5T f= #ro ELECTRICAL RECEPTACLE .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w 94 W a F U W A h 4 h BuBlor r. ae LOT: CREEKSIDE LOT 59 PROJECT# 04321.000 059R1 MODMI A 4EAB 1672- ARIA" GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA DAI�TE 06/06/18 ®CAI. 1/4$$=1'-0" SHEET 1 N Lo a WOOD SHEATHING WOOD CONSTRUCTION 3/4" HAT CHANNEL WAls" TYPE "X' DI WOOD SHEATHING WRB LAYER 0I, STUCCO WRAP ' THICK, 3 COAT CEMENT PLASTER `.. . A L WRB TER "1,yy/WRMSTULA WRAPAMICO AM66-WFC-780W� CUSTOM CASING BEAD `. SHHOWN FO CLARIFICATION OF SEPARAt ACCESSORIES ONLY) ASING BEAD 10A DTL. ® CANT. SCALE: 1 1/2"=1'-0' WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF ER BUILDING PAPER j° THICK, 3 COAT MENT PLASTER 6' SAP. a TOP WEEP SCREED TO SIHYISNING EH WEEP SCREED 12 cYl 6' SELF-ADHEREING FLASHING WRAPPED 0 TOP OF WEEP SCREED TO SHEATHING BELOW _ WRB LAYER M, STUCCO WRAP — WRB LAYER 02, FORTIFIES BUILDING PAPER W SELF-ADHEREING FLASHING WRAPPED a CORNER OF CANTILEVER NOTE: IF ZIP SI-IEATI IIN SYSTEM IS INSTALLED, PLEA SEE MANUFACTURERS INSTALLATION PROC URES NOTE: METAL LATH: LAT�4 70 BE PER SEG?I R703.7.1 / AS?M C-847-09, MfN. 2.5 S. PER SQ. YARD (U71L1?Y OR MOM AL L�H DOSS NOT MEET SCECIF AtIONS) NOTE' 7 OD CONSTRUCTION IF ZIP SHEAT ING SY IS INSTALLED, EASE E P S MANUFACTURE.RS WEATHER RESISTIVE INSTALLATIONPROCE RE5 BARRIER 01 3/4 RESILI t WEATHER RESISTIVE HAT CHANNEL BARRIER °2 VINY GAS A i° CHICK, 3 COAT CEMENT PLASTER 5/8' tY�E WALL METAL LATH COAT CEMENT VINYL CORNER BEAD VINYL CASING BEAD 11D DRIP EDGE INSTALLATION IF ZIP SHE THINGS S S MIS INSTALLED, PLEASES E MANUFACTU RS INSTALLATION PRO E URES 5/8" TYPE 'X" DRYWALL W/TEXTURED E PAINTED FINISH THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD 11 EbRIP NO GA(' IN FIELD (SHOWN FOR CLAR(FICATI OF SEPARATE ACCESSORIES O Y) WOOD CONSTRUCITON WEATHER RESISTIVE BAKER el WEATHER RES15TIVEE OARRIER "2 " THICK, 3 COAT CEMENT PLASTER �MEETTApL gLATH �,g�� N� t��'i��Rsg*T*/lAfbLLL�.��ZIpp0��3HRRE.�QrriTiA SYSTEM HEADER/BEAI" IANu�. st>9 cs� VINYL CORP. 4' POSITIVE DRAIN EP SCREED NO GAP EN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) �TATLATION EXT. WALL PRE-ENG'D WEATHER RE515TI BARRIER WEATHER RESISTIVE BARRIER "2 THICK, 3 COAT CEMEN' PLASTER METAL LATH WOOD SHEATHING 4" POSITIVE DRAIN WEEP SCREED L (SHOWN FOR SEPARATE A 0 A FIELD I ATION OF IES ONLY) EXTERIOR GRADE DRY WALL ja THICK, 3 COAT CEME PLASTER VINYL CORNER BEAD i7i f►`i71s�7•F7f`►�=IZ� 0 CANTI]LEVER DR EDGE DRAINAGE PLANE (IURB LA'rER #1, STUCCO UJRAP) UJRB LAB-EfR *2 ...... — — BUILDING PAPEfR) 1" IETAL LATH x x x x STUCCO a LOOD 5HEAT4NG OR 7116" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) SELF—ADHESIVE �=LASI-41NG — FINISH LAYER (2 LAYER 3' X 3" 26 GA. GKV A EEL E STICK) METAL DRIP E — SET IN FULOur, OF SEALANT, 6' EL E SPACE FIP STI o DRIP FAGS r- ED O DECK Ya" 3#16 FOR BACKER I Y2"X1 9/an PT. SIMULATED ;R/OE SEALANT WOOD (TREX) LER, INY CASING CONTINUOUS l' WATER PROOFING I \ WEATHER RESISTIVE LAYER (2 LAYER P L E\ BARRIER wl SLICK) WRAPPED F WEATHER RESISTIVE BALCONY DECK TO 1 BARRIER 02 CANTILEVER APAW u- t 6" PEEL E STICK a DRIP EDGE TO DECK DECK MEMBRANE, EXTEND OVER DRIP SUB FLOOR EDGE ®® 3" X 3' 26 GA. GALV, METAL DRIP EDGE ---------------------------- - --- - - - ------ - ------- SET IN FULL BED OF I i4"XI 3/a" P.T. OR I At )SEALANT, J2" MIN. WOOD (TREX) FI E SPACE FROM DRIP CONTINUOUS FACE t0 TREX /a" GAP PO I " — _ INYL CASING BEAD ROD E SEAL W TER PROOFING let FINISH LAYER AYER LA R (2 LAYER PEEL E PEEL E STICK) &TIC WRAPPED FROM 3/4 RE51LIEN ' 1 15ALC Y DECK TO HAT CHANN CANTIL R VINYLCASIN AD f ` J' THICK, COAT CEMENT PLASTER METAL LATH 5/8" TYPE " DRYWALL WOOD SHEAT W/tE XTURE t PAINTED WEATHER RESIS VE BARRIER 01FINISH WEATHER RE5ISTI 8" THIC 3 COAT CEMENT E3ARRIER 02 PLA5 R 4POSITI�D�INPOSITI�D�IN VINY CORNER BEAD WEEP SCREED VL)(YL CASING 5EAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION or - SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION 2x FRAI"l MEMBER $" TI—SICK, 3 GOAT CEO PLASTER 2 1 /2 FA SI-4EATI-�INCs AX. . x _ LAVER 01, STUCCO WRAP OOD SHEATHING ILL a MET LATI 4 WRB LAVE FORTIFIBER BUILDING PAP /4" GAP FOR BACKER ILA ROD E SEALANT VINYL CASING BEAD ; is WATER PROOFING let LAYER (2 LAYER PEEL E STICK) eP Fm ~' \PEEL E WOOD 8I-4EATHINCz WRB LAYER "I, — STUCCO WRAP WRB LAYER "2,� BUILDING PAPEP METAL LATH — g" THICK, 3 COAT PLASTER (O"SELF—ADHEF FLASHING DRIP GAP WINDOW FLANGE CORNER BEAD @) FR E 2 1/2" Ilk CORNER BEAD (FASTENER 4 SPACING 6 T O.G.) Will! 5/w THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MA50NRY 0P BLOCK 15B)cA %OLUMN SHEATHING WEATHER RESISTIVE BARRIER "1 WI=AtHER RESISTIVE BARRIER "2 W SAP. \� —PEEL E STICK 1 Xi x3° "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT . 1 V X 3" 26 GA. GALV METAL DRIP EDGE SET IN FULL BED OF SEALANT," SPACE FR TO tIXO RI /�) FACE y4-FOR R SIMULe FILLER, EALANT ROD. — T HAT CHANNEL WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER "2 EXTERIOR COLUMN COLUMN SHEATHING 6" I Xil 'L' FLASHING FULLY EMBEDDED IN Rol CEMENT 19 X 3' 26 GA. GAL V. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y" MIN. SPACE FROM DRIP FACE TO TREX ✓INYL CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL E STICK) WRAPPED FROM BALCONY DECK TO (541 EVER J" ICK, 3 COAT CEMENT 5/8" TYPE 'X' DRYWALL iC �— METAL ATH W/iEXtURED E PAINTEDwoo5 ATHING FINISH $" THICK, 3 GOAT CEMENT 4" POSITI DRAIN PLASTER WEEP SCRE O GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFI LION OF VINYL CASING BEAD SEPARATEACCESSOR I. S ONLY BALCONY DRIP 11C EDGE INSTALLATION (P COLUMN (WrL" FLASHING) SCALE: NTS NOTE: IF Z110 SHEATHING SYSTEM IS INSTALLED, PLEASE SEE s i MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATHING IF15ER WRB LAVER #I, STUCCO WRA WRB LAY 02, FORTIFIBER BUILDIN PAPER META ATI-4 $" T ICK, 3 COAT CEMENT ASTER a; (FIBER i r = � 1 � t DRIP CAP WINDOW FLANGE — ING BEAD Cap FRAME. NO WR3' LAYER " I, StUCG WRAPP� WR3 LA'll 02,E T BUILDIN METAL LA g' t141G GOAL GEi PLAAT 6'5ELF—ADHERING WINDOW Vol 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.00m AA #: 0003325 W W V w 0 k A h A BLTHDI'V. Se LOT: CREEKSIDE LOT 59 PROJECT# 04321.000 059R1 MODEL: 4EAB "1672— ARIA" GA UZE BTIMG: LEFT PARi�E: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 0 n D � 06/06/18 SCALE: 1/4"=1'-0" SHEET WOO SHEATHING WRB LAY 01, — STUCCO W WRB LAYER 02, FZ BUILDING PAPER METAL LATH " THICK, 3 COAT CEMENT PLASTER ro"SELF-ADHERING FLASHING VINYL ANGLED / CASING BEAD DRIP CAP WINDOW FLANGE NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATH WRB LAVER enof STUCCO W P WRB L ER #2, PORTIP15ER BUIL G PAPER ✓ AL LATH s✓" THICK, 3 COAT CEMENT PLASTER STUC RA VI Y ANGLE ING AD ' RB LAYER °2, FORTIF ER BUILDINGS PAPER ! ; METAL LATH J" THICK, 3 COAT CEMENT /'� !� ; PLASTER ro"SELF-ADHERING FLASHING 1 1 DRIP CAP WINDOW FLANGE CASING BEAD C> WINDOW C ( FRAME, W/BAND) SHEATHING METAL LAT WRB LAYER #1, STUCCO WRAP WRB LAYER #2, FORTIF15E BUILDING PAPER " THICK, 3 COAT CEMENT PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD NOT;=: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES UJOOD SI��,4�" y4 GAP T f F CA51NCs BEAD TO TRIM IX TRIM MBER STUCCO SIDING TRAM ION SIDING WRS LAYER "I, STUCCO WRAP O " THICK, 3 COAT PLASTER METAL LATH / WEER "2, FORTIFIBER 4G PAPER SHEATHING WRB LAYER "I, STUCCO WRAP roll SEL DHEREING FLASHING PEEL 4 STICK SIDING TO S TUC O CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER '1 TI4ER RESISTIVE- 3ARRIER 02 SIDI 6' SELF -AD ING, FLASHING STARTER STRIP -- DO NOT CAULK OR GALV'D METAL-- Ilz' FLASHING 6' SIMULATEC W$OD TRIM MEME9EI— d \� SIDING TO STUCCO BLOCK TO FRAME TRANSITION X 6" SIMULATED >p TRIM MEMBER .L GAP W/CAULKING APPROVED SEALANT NOTE- METAL LATH: LATH TO BE PER SECTION R703.7.1 / ASTM C-847-09, MIN. 2.5 L55. PER 6a, WARD (UTILITY OR NOMINAL LATH DOES NOT. MEET SPEC11=1CAT1ON5) ' � 1 � R #i' EfEY CH STRUGTI,WOOD THING - GO WRAP WEATHER STIVE BARRIER "I ! WEATHER RESIST[ i I' II IIp BARRIER "2 X WI\5 L>4Y R 112, fORT1�1B R IRE AL II 5UILD INCH PAPER W SSADHERING rLA1010 ' HING �IE AL L AT�4 STARTER STRIP— ell I I �/ /� �,rl� L70 NOt GAULK OR II T� 1 C 3 COAT G I I ANT SEAL OPENING (EXPLODED 8 GALV'D METAL — VIEW 1=OR AJ' TER "Z'FLASHING I a' X 6' SIMULATEC CLARITY) OOD TRIM MEMBE=1 CASING BEAD C� RAISED BAND (]FRAME) SCALE. 1 1/2 " =1' -O" (W/%" FLEXIBLE PVC BACKER ROD) b' SELF -ADHERING FLASHING THICK, 3 COAT— EMENT PLASTER WEATHER RESISTIVE - BARRIER "1 WEATHER RESIST - BARRIER "2 SEALANT WINDOW 2X FRAMING MEMBER 0 HER RESISTIVE RRIEIR M TO LAID 6' MMitL ABOVE TOP OF "Z' FLASHING / IL Ile / 1 o WEATHER RESISTIVE BARRIER M z - WEATHER RESISTIVE / BARRIER "2 i GALV'D METAL I I ' Z' FLASHING � DO NOT CAULK OR / l SEAL OPENING WEATHER RESISTIVE BARRIER *1 TO LAP 6' MIN. ABOVE TOP 'Z' FLASHING IW�ODbRIIM MEMBER \ / � " SELF -ADHERING i I SHING ' \1 SEAL AP W/CAULKING OR AP VED SEALANT WEATHER SISTIVE BARRIER "1 'SIDING TO STUCCO `-IIeATHERRESISTIvE: G9) FRAME TO FRAME BARRIER 02 q TRANSITION SEALANT WINDOW FRAME INDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP " THICK, 3 COAT CEMENT ` PLASTER METAL LATH ri of a m TI E-Z BEAD VINYL CA (WA/8" FLEXIBLE PVC. WRB LAYpk "2, FORTIFIBER 5UILDINO PAPER R ROD) WRB LAYER *I, UCCO WRAP, WRAPPED AR ND FRAMING MEMBER ro" L A HESIVE FLASHING / EATH ING \ET ELOW EXPLODED O R CLARITY ---------------i-- A T'-f= THICK, 3 COAT CEMENT II G BE 4D PLASTER WINDOW METAL LATH WRB LAYER 02, FORTIFIBER UILDING PAPER W D SHEATHING WRB LAYER 0111, STUCCO WRAP roll WIDE PEEL 4 STIC OVER FLANGE E-Z BEAD VINYL CASING (W/V FLEXIBLE PVC BAC APPLY FULL BED OF SEALANT B FLANGE 4 BUILDING WRAP ROD) -------- --- � EZ BEAD WINDOW CASING DRAINAGE PLANE (WRB LAYER 011, STUCCO WRAP) WRB LAYER *2 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH X—X—X—x STUCCO WOOD SHEATHING OR -r/ib' ZIP Si-1EA44NG SYSTE=M (INSTALLED PER MANUF. SPi=GS.) SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w y Q U w 0 U w a F q ti evea=v: as r�oT: CREEKSIDE LOT 59 PROJECT# 04321.000 059R1 imDEit 4EAB 1672— ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATM 06/06/18 BCAIJL- 1/4"=1'-0" �_jtisA iffil will MOpIFIEp "I' GUT IN HOUSEWRAP APPROVEP POUSEWRAP OVER SPEATNING OVER WO STUD WALL STEP I INSTALL 6' SELF-Ap+4ERING FLA61-4ING OVER NAILING FLANGE AT JAMBS EXTSNP FLAS14ING MIN I' ®SLOW SILL FLEXIBLE FLAS44NG p0 NOT SEAL BOTTOM FN STEP 6 NOTE: IF Z( 5�4ATE f N &*rST 1l le INeTAL L , f=LEA5Ez & E 1 IANL�FAGT1�fREfR5 f N6TALLAT f ON APPLY MEMBRANE FLASPING OVER JOINT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 oo r w U W 4 0 0. a U O F A F; stml) . as L'OT: CREEKSIDE LOT 59 PROJECT# 04321.000 059R1 MODELA 4EAB 1672- ARIA" GARAGE 9VMG: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C ARCHITECT STATE OF FLORIDA PRUNT DATE. 06/06/18 DATE. 8CALE: 1/4"=V-0" N ET 1 1 I I 11 1 2xro 5U5-5ANb W/1 "x4" NOTCH -w END, WRAPPED IN PEEL 4 5TICK DRIP EDGE 1/5" TEXTURED FINISH -8 WOOD 1/2" TEXTURED FIN15H 6 CMU METAL FA II I1 II II I I � 2X6 SUB i t � METAL 1=A5CIA � O WRAP Ye" FROM STUCCO, 1" PROM WOOD WALL \� EXTERIOR WALL 1 (r-RAr"IE OR CMU) \� NOTE: NOTCH i=OR 2X6 SUB BAND ONLY' \ 1 ROOF KICK OUT REMOVED 1` FOR CLARITY ROOF DECK (BEYOND) ` DRIP EDGE, 1" OFF WALL "lT ' VNOT INTO STUCCO) - F/V TEXTURED FIN15H 1 WOOD, 1 /2 " TEXTURED �i FINISH a CMU 2xro 5U5 -BAND W/1"x4" NOTCH a \ J END, WRAPPED IN PEEL t 5TICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 211 :` OFF WOOD WALL 1/8, TE>(TURED FINISH * WOOD, 1/2" TEXTURED FINISH m CMU METAL LATH UJOOD SHEATHING OR CMu UJRB LAYER "I, STUCCO UJRAP (FRAME ONLY) LURB LAYER 02, FORTIF15ER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING 5Y5TEI`l 15 INSTALLED, PLEA5E BEE MANUFACTURERS IN5TALLATION PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -Sall SCABBED TO TRU55 W/12d NAILS 6"-8" O.G. MAX. 2x SUB -BAND W/V2"x4" NOTCH 6 END METAL PA5C I A WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (Ri) WALL SUB BAND DETAIL @) WAL W./KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OPP SET OF COMPONENTS) METAL PLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUS -BAND WIV22"x4" NOTCH m END, WRAPPED IN PEEL E 5TICK *ROOF CEMENT a ROOF EDGE OMITTED POR CLARITY FRAME OR CMU WALL KICK -OUT PLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, POR WALL OFF 5ET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" A50VE BOTTOM OP DRIP EDGE 2x SUB -BAND W/I�Hx4" NOTCH Q END, WRAPPED IN PEEL 4 5TICK *ROOF CEMENT a ROOF EDGE OMITTED POR CLARITY .1 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w U w ti E 0. A a OtmDiv. as LOT: CREEKSIDE LOT 59 PROJZCT# 04321.000 059R1 MODIErs 4EAB 1672— ARIA" GARAG3C OWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ARCHITECT STATE OF FL.ORlDA Y - _ i� ROLAN(D A ACRA AR NO 23 DATE: 06/06/18 ISCALIk 1/4"=1$_0" NJ I ru