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Home My WebLink AboutBUILDING PLAN• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 REVIEW BY BUILDER THE CONTRACT DOCUMENTS, IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. 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: -FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 2017, 6th EDITION -FLORIDA FIRE PREVENTION CODE 6TH EDITION -NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION -ALL LOCAL AND STATE CODES • OCCUPANCY - RESIDENTIAL, GROUP R3 • CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B • BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH • EXPOSURE - C •1-STORY RESIDENCE • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALC.'S LIAW4 1612 sQ. FT. GARAGE 432 60. FT. ENTRY 38 so. FT. LANAI 96 50. FT. TOTAL 2238 50. FT. A/C VOLUME 14113.1 ABBREVIATIONS ABV. ABOVE LAY. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS mi. ADJUSTABLE M.C. MEDICINE CABINET ALT, ALTERNATE M. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD KID. MOUNTED CL CENTER LINE M% METAL CAB. CABINET N.T.S. NOT TO SCALE CLG. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH, PHONE C.T. CERAMIC THE PLT. PLATE D. DRYER PLYWD. PLYWOOD DBL. DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DIA. DIAMETER R. RISER DIM. DIMENSION RAD. RADIUS 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. SHEET ELEV.A. ELEVATION SHTHG. SHEATHING EQ. EQUAL SHWR. SHOWER EXH. EXHAUST SDL. SIMILAR EXT. EXTERIOR SL. SLIDING F.G./FX . FDIND GLASS SL. GI. SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH SWS SHEAR WALL FLR. FLOOR SECTION FLUOR. FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS FTG. FOOTING THK. THICK GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR, DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP. TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL GLASS OTHERWISE GYP. HD. GYPSUM BOARD V.P. VAPOR PROOF H.H. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD BUT. OR HT HEIGHT WOW. WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REVISIONS INDEX OF DRAWINGS REV. DATE DESCRIPTION SHEET # DESCRIPTION -- Ol 31 14 BID SET ISSUED PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG Cl-COVER PAGE GN-GENERAL NOTES 1 -FOUNDATION PLAN IA -DOWEL PLAN 1B-1INTEL SCHEDULE 1B.1-SAFE LOAD TABLES 2 -FLOOR PLAN 3D-ELEVATIONS "D" 4D-FRAMING PLAN 4.1-CONNECTOR SCHEDULE 5-ELECTRICAL PLAN 6-HVAC PLAN Dl-FOUNDATION DETAILS/SECTIONS D2-1-STORY WALL SECTIONS & DETAILS D3-2-STORY WALL SECTIONS DETAILLS D4-MISC. DETAILS WA1-WALL ASSEMBLY DETAILS WA2-WALL ASSEMBLY DETAILS WA3-WALL ASSEMBLY DETAILS WA4-WALL ASSEMBLY DETAILS WA5-WALL ASSEMBLY DETAILS -WINDOW FLASHING WA6-WA1L ASSEMBLY DETAILS -SUB -BAND - - 02 27 14 CONSTRUCTION DOCUMENTS COMPLETE -- 06 02 14 RANEY TRUSS ENG. 160-C ELEVATION "C" STD. ONLY -- 06 05 14 RANEY TRUSS ENG. 160-C ELEVATION "D" STD. ONLY -- 07 31 14 RANEY TRUSS ENG. 160-C OPT. LARGE LIV. & LANAI -- 07 Ol 15 FBCR 5TH EDITION 2014) CODE UPDATE d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U W O Fy~i W A F Q OU13DIV. & I.oT: CREEKSIDE LOT 65 PROJECT# 04321.000 065R1 MODEL4 4EAB 1672— ARIA" GARAGE BWDCG: LEFT PAGE: COVER PAGE 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 1r� `�91u � l A ABOUACRA AR NO 937,23 DATA: 05/25/18 ®CALE: 1/4"=1'-0" 811LWT CI Wg S se h H zo �D f� 8'4w� 00z w?wWzw 11--ajw~a g�. V1Ka Oa- W x r_ • a o 0 l= � � � s C m o z a ri s Y.- W Q W U UA ZC-3 Q V W N1--1 5 cc W�a�s 0o cc U N Z . Z O w v }} I ZUm V I.- g w W = WW 6� W y,C3m w Q Q f E°d�¢7E� SCANNED St Lucie O U LU H LL. 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS II. ATTICS W/ STORAGE III. ATTICS W/OUT STORAGE IV. POOLROOMS V. BALCONIES AND DECKS VI. STAIRS VII. ALL OTHER ROOMS B. FLOOR DEAD LOADS R301.4 15 (PSF) 30 20 10 75 40 40 40 C. ROOF LIVE LOADS R301.6 ** I. **MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 6TH EDITION (2017) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VULT=160 MPH, VASD=124 MPH II. EXPOSURE CATEGORY C III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS ±0.18 V. RISK CATEGORY II 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. I6. 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). 3. PER FBCR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 6TH EDITION (2017) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 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. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9 EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE, 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11, 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/a" 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/" 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE 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. UAQnwov 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 402 /ACI 530 / ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN '/ INCH AND NOT MORE THAN '/ 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 L. 111 !l- I I IL LIVVIIVLLI\LV vvVVu �VVVVlnj IVIV . I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3, LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS, 6, ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 & R802.7. OF THE FBCR 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS, PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING OR 7/16 ZIP SHEATHING SYSTEM. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 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. ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION 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/ORVERTICAL 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 3/" PVC (SCHEDULE 40), INSULATED WITH '/" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, 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 31811. 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. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL EXTERIOR FINISHES SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/11 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, I/" 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-C926-1la & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1 063-1 1A & R703.7OF THE FBCR, 6TH EDITION (2017). ALL STUCCOAPPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS - 1"FLASHING HORZONTAL 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 FBCR, 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 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774AO78 www.abdesigngroup.com AA #: 0003325 h w y chi w 0 4 on on q otrBnm as IAT: CREEKSIDE LOT 65 PiZOJECT# 04321.000 065R1 3d®DEL• 4EAB 16'72- ARIA" CiAEiACFE 3971'INCF: LEFT PAGIM GENERA, NOTES 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA nATEL. 05/25/18 SCALE: 1 /4"= V - 0" 39I�ET DOWEL LEGEND ■ CONT. VERTICAL DOWEL TO LINTEL COURSE SECURE STRAP TO UNIT W/ (2) *Oxl 1/4 SPT MTL SCREWS SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO CONIC. J CONC. W/ (2)-3/16'X2" SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD 6 12' FROM STRUCTURE > KITCHEN SINK W/ AUTO VENT 211 V.T.R. I 2" 2 I 1/2' �-1 1/2" i* 2 2�d I I/2 ---- _l 1/2" I " r I w I TO MAIN PLUMBING RISER DIAGRAM 2C-8" EXTEND END OF PVC 4" GONG. 47 CHASE UP 12' ABOVE SLAB — \ COND. CONC. PAD ■ ■\\ ■ ■ F-------- \\ I ■ \ Lo-O' FIN. ELEV. ! \ \ YFIN. CONC. SLAB I \\\ 4" PVC m \ —CHASE I \\ tY • \\ I \\ N 121-011 4 SLAB 1 /2" 4" �o GONG. �i j fL SLAB 10 — DI �-31/2' I � DI ■ 24'X24"XI2" CONC. — — — — — — FAD W/3-"5 BARS E.W. ON CHAIRS MIN. 3" COVER \\\ 3 1 ■ \\\ I Q —A 4" CONC., REINF. W/ 6"x(o" 010�� L_ _J WWM ON (o-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE a) LCJJ I`" BE50RA-CCAREMENt SHALL I WC 1" PVC CHASE v I \\ II FOR ELEC. TO 0 \\ ISLAND II 81-E," � 8' 3(owoo" N\i2l „y SHWR. PAN W/ENCL. IIA.H} LAv. Fv+ o0'-0" FIN. ELEV. CONC. SLAB I I LAV. 7 — 1 •II ,�\ II / �� I —EXTEND I 0 I = SLAB I I/2° � __: 1 �-5 1/2" LLARD AS REQ. PER BLDG. CODE 20'-8 � @ N N I S DI o � EXTEND FTC%. UNDER WALL ENTRY COL5. L -7 1/2' ' L ■■ MR 3'-4•" -Ou 4'_4 tYP. ■ 24"X24"XI2" CONIC. PAD W/3-"5 BARS E.W. ON CHAIRS MIN. 3" COVER ar I• I (AV. WC. 2X6 WALL 2XI 2`-9` EXTEND • SLAB 1 1/2" 3 1/2" OL0'-O" PIN. ELEV. 1■ I PIN. CONC. SLAB � n � !,,I CONC. SLAB -0 FOUNDATION PLAN NOTES: - VERIFY CONDENSI=R PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS At REQUIRED EGRESS DOOR SPALL MEET PROVISION OF R3113.1 OF THE F15CR 6th EDITION (2011) 11'=0" @ m 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 00 F W w a U W 0 F 4 U w Q F A OtTHDTV. de LOT: CREEKSIDE LOT 65 PROJECT# 04321.000 065R1 wODELe 4EAB "1672—ARIA" GARAGE 9TrII%G: LEFT PAGE: FOUNDATION PLAN to 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 5 A ABOUtHACRA NO 93723 E)A�TE: 05/25/18 ®CAUM 1/4"=1'-0" SHEET 25'-5' 23'-8" 17'-D° 3 1 - a DOWEL Lr=GEND ■ CONT. VERTICAL DOWEL TO LINTEL COUR5E 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W V W 0 a U A F C� ®vsaiv. ae LOT: CREEKSIDE LOT 65 PROJECT# 04321.000 065R1 �coaEi� 4EAB "1672- ARIA" GARAGE SWING: LEFT PAGE: DOWEL PLAN t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA ATE: Drp-05/25/18 DATE: SCALE: 1/4$$=1'-0" SHEET IALi L-2 L-2 (2) 3052-SI-I a CAST-4cRETE' LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENT5 L 1 1-1'-4" 8F28-15/IT L 2 1'-6" SFI6-15/IT L 3 12'-0" SP16-I5/IT L 4 9'-4" SF16-15AT L 8-6" SF24-15/IT L 6 4'-6" SFI6-05/IT L i 4'-6" 1 SRP6-05/1T 1 RECESSI=D QJ1 EGRESS L- 2 LINTEL SCHEDULE NOTE: TkE LINTELS MAY 5E SU56TITUTED IUIT+4 LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THr= LINTELS ARE OP EOUIVALENT OR GREATER CAPACITY THAN THr= VALUES STATED .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h N w G w a 4 U wa F FF aysarv. ae LOT: CREEKSIDE LOT 65 PEtOJECT# 04321.000 065R1 moaErl 4EAB "1672- ARIA" GARAGE 95WEN . LEFT PAGBl: LINTEL SCHEDULE 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAY 215 pptllqT -I DATIL. 05/25/18 8CALM: 1 /4"=1' — 0" BBEET I� SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS <AZT-IC4160111111W GRAVITY TYPE LENGTH 8 U 8 8F8-OB 8F12-0B 8F16-0B 8F20-08 8F24-OB 8F28-OB 8F32-OB 8F8-1B 8F12-1B 8F16-1B 81`20-1B 8F24-1B 8F28-1B 8F32-1B 2'-10" (34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 1 10472 11936 T-6" (4211) PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 4'-0" (48") PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 4'-6" (54") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 5'-4" (64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 5057 6096 5400 6424 7450 5'-10" (70") PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 6'-6" (78") PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 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'-6" (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 4^3T64m" UPLIFT LATERAL TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8U8 81`8 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 81F32-27 2'-10" (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'-10" (70") PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 6-6" (78") PRECAST 114V 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 7'-6" (90") PRECAST 959* 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 9'-4" (112") PRECAST 801* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 10'-6" (126") PRECAST 716* 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 11'4" (136") PRECAST 666* 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0" (144") PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 486 818 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 5387 680 833 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS CAC." GRAVITY TYPE LENGTH 8RU6 8RF6-OB 8RF10-OB 8RF14-013 8RF18-OB 8RF22-06 8RF26-OB 8RF30-OB 8RF6-1 B 8RF10-1 B 8RF14-1 B 8RF18-1 B 8RF22-1 B 8RF26-1 B 8RF30-1 B 4'-4" (52") PRECAST 1489 1591 1827 3053 3412 2982 4982 3954 6472 4929 7947 5904 9416 6880 10878 4'-6" (54") PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 5'-8" (68") PRECAST 785 832 1602 1550 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 5'-10" (70") PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 1 6516 5450 6411 6'-8" (80") PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1677 2933 4100 6730 8177 6707 T-6" (90") PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609 5492 6624 5132 9'-8" (11611) PRECAST 371 420 834 1253 1071 1342 1614 1886 535 1 928 1 1497 1 2179 1 2618 1 3595 2875 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4^=04011110" UPLIFT LATERAL TYPE LENGTH 8RF6-IT 8RF6-2T 1244 8RF10-1T 8RF10-2T 1573 8RF14-IT 8RF14-2T 2413 8RF18-IT 8RF18-2T 3260 8RF22-IT 8RF22-2T 4112 8RF26-IT 8RF26-2T 4967 8RF30-IT 8RF30-2T 5825 8RU6 932 8RF6 932 4'-4" (52") PRECAST 1244 1519 2339 3170 4008 4850 5696 4'-6" (54") PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1455 2240 1 3036 3837 4643 5453 5'-8" {68") PRECAST 924* 1172 1795 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 5'-10" (70") PRECAST 896* 1138 1742 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3497 4106 6'-8" (80") PRECAST 778 882 1513 2042 2573 3107 3642 830 1100 778 956 1468 1987 2509 3035 3563 T-6" (90") PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 849 1302 1762 2225 2690 3157 9'-8" (116") PRECAST 533* 433 808 1123 1413 1704 1995 516 614 533 527 1009 1369 1728 2088 2450 *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR #5 REBAR AT TOP MIN. (1) REQ'D ° 1-1/2" CLEAR TYPE DESIGNATION J = 1. D C.M.U. F = FILLED WITH GROUT / U = UNFILLED U = ,: A. QUANTITY OF #5 REBAR AT ¢ J BOTTOM OF LINTEL CAVITY u�`� z ° A GROUT 8F16-1B/1T #5 REBAR AT BOTTOM } • • 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. fc prestressed lintels = 6000 psi. 2. Shore filled lintels as required. Safe loads for all recessed lintels based on 8" nominal bearing. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated. 4. Concrete masonry units (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/180. addional reinforced masonry Field rebar per ASTM A615 GR40 or GR60. y above the precast lintel. 6. Prestressingstrand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. P g 6. One #7 rebar may be 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 BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w U W 0 F U A F A aysarv. ae r'oT: CREEKSIDE LOT 65 04321.000 065R1 MOaELe 4EAB "1672- ARIA" GFARA0E I VrMGF: LEFT PAG IC: SAFE LOAD TABLES 160 MPH EXP, C DATE: 05/25/18 8CAL1 /4"=1' �: - 0' E:F7�4 O FLAME SPREAD AND SMOKE INDI=X FOR WALL AND CEILING FINISHES SHALL BI= IN ACCORDANCE WITH SECTION P5C R302.9.1 THROUGH F5C R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH P5C R302.10.5 COAPON EIV AND CLADDING WIND LOADS BASIC WIND E)Mff FOR 3 SECOND GUSTS OPE NI GS SOUARE ZONE 160 MPH WID (VW) REMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR MIN. CRITERIA SCm.D. MIN. 12 5 30/-3i CRITERIA 8010 O.H.D. 56 5 30/-38 160,10 O.H.D. 112 5 29/-35 SOFFIT N/A 5 31b/-38.8 -68-2 IF ROOF TILE N/A 3 -5829 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. WALLS Via_ rya A 100 < 0 s 450 } Y �..p kIi I J GABLE ROOFS fl",r Sl. t foot = 304.8 man. 1, ctcg;me = (tbl'75 Taal. Nsat(:. ar 4 fmr in all a as es. HIP ROOFS 100 < €I 5 30" 106,4 0 :5 30". FIGURE R301.3(7) COMPONENT AND CLADDING PRESSURE ZONES b a 38' -8" 12'-011 �'-O" I31-4" 9'-4" 10'-8" -4" HP (2) 3052-SH FLOOR PLAN NOTE: -2-8 LOUV. DOOR W/ AIR HANDLI=R ON METAL STAND OR 2-8 SOLID DOOR W/ RETUR14 PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENING:$ 5ETWEEN THE GAR4GE AND RESIDENCE SHALL 58 EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" (35 MM) IN THICKNESS, SOLID ORHONEYCOM5-CORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. IEXTERIOR MASONRY WALL 5RC:. HEIGHTS SQ.FT. CALC. S LIvlWs 16-72 SCa. FT. GARAGE 432 SQ. FT. ENTRY 38 50. PT. LANAI 96 So. PT. TOTAL 2238 50. FT. A/C VOLUME 14113.1 CV � 1i nu DSL. TOP PLATE MBAR DETAIL SCALE: 1/2'ml'-0' k Mm r=(0 r=eo O VANITY O VANITY .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F N W U w 4 4 0. w A F A NVHDri% T: CREEKSIDE LOT 65 PROJECT* 04321.000 065R1 DdODEfa 4EAB "1672-ARIA" GARAGE STaNG: LEFT PAGE: FLOOR PLAN L160 MPH EXP. C ARCHITECT - STATE OF FLORIDA 5 DATA: 05/25/18 l9CA=: 1/4"=1'-0" l9HEET 0'-0" FIN. FLR 1'-0 12 6� 14B WA TYP. El 171 jLjr TEXTURED FINISH I�6 6-8" 5RG. HGT. - — - 1'-Q 01-011 FIN. FLR 0'-0' FIN. FLR. OFF RIDGE VENT \J 5R3. HGT. 0'-0" FIN. FLR OFF RIDGr= VENT 4-0-8" DLDG. HGT. , Q. FYPON 51GTIIXI-t OR EQUIVALENT DECORATIVE 5RACKET FYf=ON LVI2X24 OR EQUIVALENT 12 6 JI 7B 6-8' 51;?jCs. HGT. TYP. 6 RAISED SAND (TYP.) 9 WA2 OPT. COACH LIGHT 0'-0' FIN. FLR. " — - —71 Lh P E LE ATI uJlN TEXTURED FINISH OFF RIDGI= VENT OFF RIDc-z VENT RIGHT ELEVATION TEXTURED FINISH 12 6 1'-0 1'-0, IIIII!INIII EQ. SHINGLE ROOF 1 ml all - LFYI=ON • - I I rEQUIVALIEENT TEXTURED FINISH NOTE: WALL FENE5TRATION FLASHING AS PER F5CR R103.4 0 -0" FIN. FLR. MODEL 1672-ARIA AREA OF ATTIC = 2334 SQ. FT. NET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 2334 /300 = 7.78 SQ. FT. 7.78 = 1120.32 SQ. IN. MIN. REQUIRED VENTILATION = AX 1120.32 IN UPPER PORTION OF ATTIC = 448.128 SQ. IN. (BALANCETO BE PROVIDED IN SOFFIT VENTS) 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 1 A I lV ( V I 4 LOUVER DETAIL kri Ar'Al = V2" = II-0' 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 0 F Q U A F A l4tmDrv. de LOT: CREEKSIDE LOT 65 PRDJECT# 04321.000 065R1 MODEU 4EAB "1672—ARIA" GAP.AGE 39VMG: LEFT PAGE: ELEVATIONS 16a MPH EXP. C ARCHITECT: STATE OF FLORIDA DPA� 05/25/18 8CAIM: 1 /4"=1' — 0" Dr 3 U Ix4 DIAL. BTM. CHORD SRACINCs, TYP. IX4 STM. CHORD 15RACIN4 12' O.C. MAX„ SECURED W1 (2) Ildd COMMON NAILS • EA. CHORD INTERSECTION, TYP. IX4 DIAL. STM. CHORD BRACING, TYP. FRAMING C- ABLE END SRACING SEE DTL. '4' SHEET D2 LI) CA m m 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W w U W O F V A F A F CREEKSIDE LOT 65 PROJmCT# 04321.000 065R1 MODBiL: 4EAB "1672- ARIA" GARAGE ®'1IMG: LEFT PAGE: FRAMING PLAN t60 MPH EXP. C ARCHITECT STATE OF FLORIDA MAY i �" DATA. 05/25/18 OCALM: 1/4 11-1 1-0" 8I-MRT 4' CONNECTOR SCHEDULE II CONTROL DATE: 01-05-17 MiTek USP SIMPSON 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" I (8)10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4" 12) 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 1 1/2" 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" >. cC Z (2) HTA-20 2430 (2) HETA-20 2035 (12) 10d x 11/2", 1-PLY, EMBED 4" (10) 10d x 11/2" 1-PLY, EMBED 4" 2500 (10) 16d 2-PLY, EMBED 4' (12) 16d 2-PLY, EMBED 4" O vi 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 < 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 1/4"x3" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL LPTA 1 510 PARALLEL TO WALL 147PERPENDICULAR WALL LTA2 1210 PARALLEL TO 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/W 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"x3" 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 (24) 10d x 11/2" LSTA 12 ++ 930 LSTA-12 ++ 925 (10)10d (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. en MSTA-30++ 2065 MSTA-30++ 2050 (22) 10d (22) 10d MSTA-36++ 2065 MSTA-36++ 2050 (26)10d (26) 10d N KSTI236 3890 MSTI-36 3800 (36) lod X 11/2" (36) 10d X 11/2 " ' KTS1248 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) 8d TO STUDS SPT24 1030 SP4 885 (6) 10d TO STUDS (6) 10d TO PLATE (6) 10d x 11/2" TO STUDS MP34 5251N F1 @ 160% A34 5151N o1 @ 160.G (4) Sd x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. (4) Sd x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. HHCP2 800 HCP2 645 (10) 10d x 11/2" TO TRUSS, (10) lod 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 & PH 134A 4175 VGT & HDU4 4565 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/5/8" THREADED ROD (16)-SDS 1/4"0" TO WOOD, (10)-SDS 1/4"x21/2" W/THREADED ROD, (2) NUTS/WASH MUGT15 & PHD4A 4175 VGT & HD78 4940 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (3)-3/4" STUD BOLTS W/THREADED. ROD, (2) NUTS/WASH 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 WO PAU66 2380 16005 ABU 66Z 2300 12000 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MI N.7" EMBED) IN CONC., (12)16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MI N.7" EMBED.) IN CONC., (12)16dTO WO! LTS19 +++ 1205 LTT19+++ 1340 (1) 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 WOO 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 WO HT145 4160 HTT4 4235 11) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (18) 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" Z HTT45 5005 HTT5 5090 Ill) 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" Q UPHD11 + 14395 HHDQ11-SDS 2 5+ 11810 (1)1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONC., (24) WS3 WOOD SCREWS (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) SDS %" x 2'h' PHD5A 6525 HD7B 1 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 BOI TDX8 7870 (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTS TO WOOD NFM35X12U 2580 7130 MBHA 3.56/11.25 3475 5330 (1) 1/2"' J-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 ATJOIST (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1J EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM HUS4121F 3060 2710(100°%) HUSC412 (WOOD) 3635 2660(100%J (10) 16d TO HEADER, (10) 16d TO WOOD (10) 16d TO HEADER, (10) 16d TO WOOD 3325 (125°%) 3265 (125%) w Lu HD4101F (CMU) 1950 5000 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: Z = 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 (18) 1/4" x 2-3}4" TITEN (9 PER FLANGE) TO CMU, (10) lOd TO WOOD: HD210-31F (CMU) 1950 5000 HUC210-3 (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 23/4"TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: LGUM26-2 2125 6065 LGUM26-2-SD 1430 5595 (4) 3/8" X 4" Wedge-Bolt+Anchors, WOOD (4) WS3 WOOD SCREWS (4) 3/8 x 4 TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4 X 2-1/2 SDS SCREWS TI 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 NAILS CAN BE SUBSTITUTED WITH 10dx 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 +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7" Lu 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/ HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING & FASTENING SYSTEMS FOR CONCRETE & MASONRY CATALOG C-SAS-2012 & USP STRUCTURALCONNECTORS 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 FLOOR TRUSSES). • 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 REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10dGUN NAILS OR 3-12d HAND DRIVES @ 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 SINGI.rz STORY APPLICATION SIZE CLEAR SPAN D5L 2 D51- 2 D5L 2 D5L 2 x 6 x 8 x 10 x 12 UP TO 5'-4" 5'-4' TO -'-0' 1'-0' TO 10'-0' 10'-0' AND OVER TWO STORY APPLICATION DOU1N STAIRS SIZE CLEAR SPAN D15L 2 D5L 2 D5L 2 D5L 2 x 6 x s x 10 x 12 UP TO 5'-0' 5'-0' TO V-4' 6'-4' TO 8"-0' 8'-0" AND OVER MINIMUM WALL AND HEADER STUD REMUIREMENTS MAXIMUM HEADER SPAR( (Pt.J UP TO 5'-0' TO 8'-0" U.N.O. 4'-II I/2" -f'-II I/2" AND UP NUM5ER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUM5ER OF FULL LENGTH STUDS AT EACH END OF HEADER 1 2 3 2 x 12 (w2 SYP) �/16" 055 NAIL (3) 12d 6 ro"-8" O.C. TYP. 2x12 BM./HDR. F W W U W O F 0. U w A A a SUBD d0 LOT: CREEKSIDE LOT 65 PROJECT# 04321.000 065R1 4EAB 1672- ARIA" s AP.4 'a' OWING: LEFT PAGE: CONNECTOR SCHEDULE 160 MPH EXP. C ARCHITE STATE OF FLORID Y- 2 5 2018 ROLAND A ABC AR NO SX DATE: 05/25/18 DATE: ®CALF: 1/4 $1-1 — 0" z ty;' �' % 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —0 126V OUTLET 20 AMP SMILE POLE 110v OUTLET 11®v OUTLET IA OF G/1TLET wIRED TO ewITCH GFI III OUTLET EOUIPED W/6R0 FAUL NTERUPIER (TAMPER RESISTANT 17PE) @ 220V OUTLET (4) WIRE CONNECTION --CI— NMRRUPMR T GFI OUTLET SWITCH SWITCH 3-WAY OPER 04 SWITCH 4-WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT VAt-OR PROOF l0N CO) RECESSED CAN U14LL SCGTNM �- PRE -WIRED VENT. FAN I CFM PER SQ Ft. VENT, FAN W4.IGI+T I CFM PER SOL Ft. 1 VAR" LIC44T FIM I� (SPEG'S T5 T6D 13Y ISUILMJR) FLUORESCENT WRAP L� LIGHT AROUND AROUND, _ T FLUORESCENT 4'FLUORESCENT *TRACK LIGHT --n--�— x PANEL METER BATT, SACK -UP W/ HARDWIRE SMOKE DETECTOR WALL MOUNTED BAtt. BACK-UP SJ7 SMOKE DETECTOR W/ HARDWIRE ® S/GO CARIBON MO'k2XIDB BROKE 0MCrOR COMA MATT. BACK-UP W) HARDWIRE INTER -CONNECTED SHALL W A DISTANCE OF NOT LESS THEN 4' I:i�r7_@GiAF'!!Gi L� IL^� NATURAL GAS OUTLET . TEI-11 NE WATER HEALER TO WT—IGELEVATED DISCONNECT Tv. I I TFa.EVISICN JACK TO BE SUPPORTED IN O J-15= AGCOI®ANCE V DOX MARKED AS SUCH FOR CEILNG FAWLIGHT IACCORDANCZ W/ SOX MARKED AS SUCH FOR FLOOD LIGHT OPr. BEc mrrr KEYPAD --Q P.B. PUSH-BUTTON FOR cF.ims a--� Use FORT LOCATION OF TV JACKS 4 PHONE OUTLETS 1 FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 6TH EDITION (2011). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI is ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL 5ATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI501.4 FBCR 6TH EDITION (2011). LAUNDRY ROOM RECEPTACLE SHALL Be GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL 5E NON METALLIC CAALE PER ELECTRICAL PROVISIONS OF F5CR 6TH ED (2017). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE SCR 6T�L:) (2011). OWNER'S SUITE PRE -WIRED � CLG FAN - HOOD WIRE W/ \ OUTLET FOR \ FUTURE MICRO. W.I.C. \I l )� 0—� BATH 0 (� DINING s ROOM ll LAUN. 6o O Ell V L — — Gil I� cW 4 cxFl 42" CtiFI m 42° WH -"ta , L -- / / WALL MOUNTED LIGHT W/SWITCH IN / ATTIC KEYLESS FIXTURE METER FIELD --I/ERIFY0:qz� CzFI LOC. CLG. OUTLET IRRIGATION OHO OUTLET A [vtj 48" APP. GARAGE A/C P.B. FOR GARAGE DOOR i OPT. COACH LIGHT PROVIDE DBL STUD EA. END OF KNEEWALL -CH IN 31NE:T CEILING MTD. L IGHT �--` TO BE INSTALLED, PROVIDE �p J-BOX FOR GFI OPT. FAN GREAT ROOM i PRE -WIRED / CLG FAN / / BDRM.#3 PRE -WIRED CLG CLG FAN BATH - 3 -#2 � PRE -WIRED P.B. FOR I, CLG FAN CHIMES jy`�..({ BDRM.#2 ELECTRICAL PLAN WP Panel MAIN - A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 1 1/2" C. OR 3- #2/0 AL THWN & 1-#6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Irrigation Pump 1000 3 4 Space 1-2 5 6 4680 MCGUA 30 #10 Space 7 8 PANEL -A PANEL: 42 crt. breaker VOLTAGE: 1201240 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 & 146 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit 1 Circuit Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 # 12 1 20 Microwaee / 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 8 # 12 1 20 Dni ng Receptacles AFC( 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath GFI Receptacles 1200 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 & Dining Lights AFCI 900 15 16 Space 17 18 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 & #3 / Bath #2 AFCI 1200 21 22 1200 Garage Us & Receptacles GFI 20 1 #12 Space 23 24 900 Owner's Suite AFCI 15 1 1 #14 #14 Space 25 26 900 Owner's Bathroom AFCI 15 Space 27 28 1000 EMerior Lights and Recpt. GFI 20 1 #12 Space 29 30 1000 Irrigation controls only 20 1 #12 Space 31 32 Space Space 33 34 Space Space 35 36 Space Space 113 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% for future growth LOAD CALCULATION IS BASED ON ANC NON -COINCIDENT LOAD Total Connected Load Watts 3W40 Total Amps (watts / 240 wits) 137.7 General Lighting & Receptacle Load Total A/C Square Feet 1672 General Lts & Rec 3 W / Sq. Ft. 5016 Hi -Hats 1 at 65W/Li ht at 100% 65 Total General Lights & Rec (Watts) 5081 Ckts# watts/ckt Total watts General Lts & Rec Panel A 1 81 6351 5081 1E�O Al" fly ELECTRICAL Rf 5;=R NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH EDITION (201-t LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 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 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 30210 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT m OVERHANG:.) 0 00MBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CAALE TELEvISION SERVICE ENTRANCE EQUIPMENT 1 w4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 6TH EDITION (2011). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w V W 0 F Q U W A F ti stm v. ae LOT: CREEKSIDE LOT 65 PR.OJRCT* 04321.000 065R1 MODEU 4EAB "1672- ARIA" GARAGIC OWMG-. LEFT PAGIC: ELECTRICAL PLAN 160 MPH EXP. C ARCMTECT. STATE OF FLORIDA R ATjT D: 05/25/18 DATA 8CALR: 1/4 11=1$— 0" SHZET 1 ARIA EQUIPMENT SCHEDULE 25 TONS mf CG CARRIER G.U. 25I 45C530A•030# A.H.U. FX4DNl5,EJ031L HEAT 5<1 SEER 15 SEER TOTAL GAP 28400 ELECTRIC 208/230/114P 5RKR G.U. 30 A.H.U. 35 REP LINES 3/4" t 3/8" h W W U O F Q U w O F A F: BVHDIV. dC LO'i': CREEKSIDE LOT 65 PROJECT# 04321.000 065R1 MODEL: 4EAB "1672- ARIA" GARAGE gVnNG: LEFT PAGE: HVAC PLAN 160 MPH EXP. C PRINT 05/25/16 DATE: SCALE: 1 /4"= i' - 0" SHEET !V 5 INEBAR VERTICALLY W/ CONC. POUR CELL SEE ENERGY CODE FORMS FOR ADULATION R-VALUES z TEXtURED PNISH Lw vQ S'cm 14, GYP• M. BD. WOOD BASE p STOP 4'Car- RE61FY)IRGED W/ 6'X6' L � L _ W.4XWLV P OR FTARDIE O ON 6-MIL VAPOR RETARDER ON 0 WELL -COMPACTED CLEAN ELL. TERMITE TIEATMIENT TO BE BORA-CARE APPLIED AT FRAMM9s ?O ZW E m L 4" (215 IW15AR ON CHAIRS 1—STORY FOOTING �1 W/ BLOCK WALL -L SCALE, V2'=I'_0' ° 4' GOK'NG, REMF. W/ 6'x6' wIAMULHO WJr1 ON 6-MIL POLY ETHYLENE VAPOR RETARDER L j 4" ON INELL-COMPACTED CLEAN FILL TERMITE 0 8, TREATMENT SHALL ME BORA-CARE (U 5 IEBAR CN CHAIRS 4 THICKEN EDGE SCALE, wW zp4 L a d� 6'X6' WAXWI,4 6-MIL. VAPOR ~ NET FBE LL-COMPACTEP CLEA FILL. TREATMENT TO BE q - , RE APPLIED AT FRAM TWA 45 REPAIR ON CHAIRS 1—STORY FOOTING 4A AT FRONT PORCHES T w MP. W/ 6'x&' WIAXWAO WWM > - ON 6 POLY ETHYLENE VAPOR ER ON WELL -COMPACTED CLEAN d P tER'MITE TREATMENt SHALL BE 6 -CARE (2) 5 IE ON CHAIRS GARAGE STEP—UP 1—STORY L.B.W. W/ UPLIFT ff�w NDED FOOTINGALE: 0° ASEE lV 5 REBAR VERTICALLY W/ CONC, PO1PND DELL ENERGY INSULATION R- TExrumo I 6' al u >= 4 z w TOP a 4' CONG. REINFORCED W/ 6'X6' _z 4 WAXWI<4 WLF OR FIBERMESH ON a L 6-MIL VAPOR RETARDER ON L-COMPACTED CLEAN FILL. o ITS TREATMENT TO BE -CARE APPLIED AT FRN'I Z Q y a' 8' a• 4^ (3) 5 RE ON CHAIRS 2—STORY FOOTING W/ BLOCK WALL t� vj SCALE: I (V 5 RE13AR SET M SRMPSON HIGH STRENGTH EPDXY 6' EMBED. MIN 4' CONC, REINK W/ 6'xb' WW WA0 d. , WWM ON 6-MIL POLY ET4YL9E VAPOR RETARDER ON WELL -COMPACTED CLEAN PILL TERMITE TREATMENT SHALL BE BORA-CANE TYP. RETROFIT FOR &qmwxmiLS_ TE TO STUD W/ O.C. MAX ®LATE TO SLAB UY }' _T W/ 2' WASHER T' • 32' OC MAX . 4 NC. REIPFOROPA W/ 6'X6' WAXWA W WLF FB@RMEBH ON 6-MIL. VAPOR RETA ON LLELL-COMPACTED GLEAN FILL. TE TE TREAtMENT TO BE BORA- APPLIED At FRAMING: I.-V (215 WEAR CHAIRS 1—STORY FOOTING AT L. B. W. (W/ UPLIFT) �.°. Pldl FF IR'.I'-O' m. 4' GONG, REAP. w/ 6'x6' uwavO WLM ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON 11E1.I -COMPACTED CLEAN 4 4' FILL TERMITE TREATNIENr SHALL BE BORN -GAZE GARAGE STEP—UP 5 NON —BEARING -m m" m a 4' AXWIAO WUIM ON POLY VAPOR RETARDER GLEAN FILL TERMITE L BE BORN -CARE rARAGE STEP— NON— BEARING EXTENDED STEP SCALE, IR'•I'-0' _.—SECURE P.T. BT. PL TARS O SL5.6 W/ W W/ 61X61 4 ON -M Y ETHYL VAPOR ' R ON HELL -COMPACTED CLEAN m F RIFE TREATMENT SHALL BE -CARE z w (3) 5 ON CHAIRS NNN �> 0 4^ I'll' 4, U -m' ARAGE STEP—UP 2—STORY L.B.W. 6 EXTENDED FOOTING SCALE: SLAB 1 1/2' p4'l 4' CX7N NFORCED W/ 6'X6'WIA;UUF OR FI R'MESH ON 6-MIL VAPC RETARDER LLELL-COMPACTED C FILLERMITE ATMENt t0 BE 4" BORA-CARE A REDAT FRAMING. (3) •5 REBAR ON RS 2—STORY FOOTING AT L. B. W. SCALE: 1/2' v 1' -0" HEIGHT OF GARAGE VARIES WITH SLOPE 8TUD8 I6' O - MAX SECURE BOTTOM O WI 81MP8GN SP4 ' O as BT O W/ }-e8' 2' R 7' E)MBEP. MIN • MA EEP�xY FOR EXPANSION REIM'ORGED W/ 6'X6' WL4XW A W INWER'IESH ON 6-MIL VAPOR L- ACTED CLEA FILL TE TREATMENT TO BE BORA-CA APPLIED AT FRAMING. 6 (215 REBAR AIRS GARAGE STEP—UP L.B.W. W/ UPLIFT LE, '=1 -0�— 'STEMWALL TO BE MIN 3 COURSES (I)5 REBAR VERTICALLY W/ CONQ POURED CELL 8' CMIU F 4 NOTE, OPTIONAL USE OF CONCRETE CURB • GARAGE WALLS TO BE DEIERMU4ED BY STUCCO BUILDER BY DIV101OTL 6rGP CLIRB HEIGHT VARIES w az L m O , 4' CONC. REINFORaMD w/ 6'X6' WAXWA -_ WIF OR PIBERME614 ON 6-MIL. VAPOR �- RETARDER ON WELL -COMPACTED CLEAN g. FILL TERMITE TREATMENT TO BE BORA-CARP APPLIED AT FRNMING, u z W I'-C" 4" (2) 5 REBAR ON CHAIRS iv 0 U 1—STORY FOOTING 8 AT GARAGE . PLATE TO SLAB W/ 10d NAIL • 32' OF, MAX 0'-0' FIN. F_R d 14 ' GGNC. IEIPFOROEP W/ 6'X6' WIAMA FI �'_ OR C OR BERME6-MIL. VAPOR z fV ER ON DELL -COMPACTED CLEA FILL. IYE TRATMENT TO BE SOMA- APPLIED AT FMRAPMAG. I. 8' (2) 5 PE CHAIRS 1—STORY FOOTING )AT L.B.W. (W/ NO —UPLIFT) HEIGHT OF GARAGE VARIES WtH SLOPE AE BOTTOM 'SON 6-4 • JIE BT. A • OG MA l&R- T. }'x8' R T. EMBED. FOR EXPANSION ' CONG REINrOpGED W/ 6'X6' WL4XUA OR FIBERME6H ON 6-MIL VAPOR 7GARAGE RE ER O4 WELL -COMPACTED CLEA FILL. ITS 1'IEATMEµT TO BE a' .4 4^ MORA- APPLIED AT FRAMING.(3)'5 REBA CHAIRS STEP—UP 2—STORY L.B.W. W/ UPLIF J 6, cmCF 1 z L d A _ • GARAGE ry O WINED, SY STUCCO DIVISION. Drop WWT VARIES a w w a L ip J 4' CONG RENORCED W/ 6'%6' WL4 o? < OR FI5ER1ESH ON 6-MIL VAPC d ° RDER ON WELL -COMPACTED< r . FILL. RMITS TREATMENT TO BE MORA- IE APPLIED At FRAMMG. (3) 5 RESA ON CHAIRS 2'-B 2—STORY FOOTING lV A' AT GARAGE SCALE:I/2'=1'-0' (rDISTAIR DETAIL STUDS 16, / � PM • 25 DAYS SLAB RERd-01ECED W/ S x 6 - W 4AUIA WHIM. ,z F a w M TO SLAB W/ had • 32' D.C. MAX °0 d.a= r C:ONG REMxOROED WJ 6'X6' WIAXWIA iy or 1I10E4'IE814 ON 6-MIL. VAPOR RET ER ON UIELL-CCJ_EAt BE FILL. ITS TREATMENTNT 'rO TO SE BORA- APPLIED AT PRAIMIN& @Byj. GARAGE B. W. Wf SCALE: 1/2'-P-O' (2) 5 RMSAR CHAIRS STEP—UP NO UPLIFT GRADE N J �9 Mkt xi' WI.4%WA0 WWM REBAR ON CHAIRS PAD I' 0506 �p. TRACK 8q � FINISH FLOOR w a F=1iF 4 du 4 10 SLAB AT S. G. D. SCALE: I'=I'-0' Z- E NCIL!PIPE. W/ HYMEN U)Il'1 ° E VA? OR POLY ETHYLENE VAPOR RE ARD RETARDER ON WF1L-COMPACTED GLEN! TERMITE TREA'IMENt SHALL BE ARE z (2) 5 CN CHAIRS LAB AT GARAGE SERVICE DOOR INISMAR TO Ry HORIZONTAL SCALE: VI ='-0 0'-0' FN. RR ZE I W/ W' HOOK 4 GROUTED BOND SEAM rr 14 NOT USED CAULK AND SEAL d n L ` GAB LINE W. }, P„PVC6LEEOT g�NI USED c POURED LINTEL CONT_ (TYP.) 6' OMu FLLEp CELL lT7PJ FOR G.46 LINE 0 `^ U 6' PVC CHASE THRJ FOOTING 1% WALL FRAMING 0 S' alu °a (-50- T' ANCHOR BOLA N lUV 2'XT' J-BOLTS MIN. S' EIMBEDME'1T Wf 7'X2'%NSF �IR' PRTWALL -STORY (215 INEBAR ON CHAIRS WASHER AND NUT SPACED EVENLY FROM WOOD SASE 2-STORY REBAR ON CHAIRS FLOOR TO BOND BEAM. SET M JOINTS PRIOR TO FILLM [SLEEVED ANCHOR IN - , . d- SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO BLOCK WALL CONNECTION n FOURS cG VERTICALLY uuNc 15 6CALIF, V2'.I'-0' . °" EE ENEMY CODE FORMS POR INSULATION Ill -VALUES 6' OMU D CLEANOJT REGWRED GAS LINE THRU BLOCK V, GYP.IUL W. z FOR INSPECTION z WOOD BASE L ,. NOT USED L w 4' CONC, REINK W/ 6'x6' WIAWL40 ULM ETHYLENE VAPOR RETARDER ON IWELL-COMPACTED CLEAN FILL TERMITE TREATMENT 84ALL BE d 1 m 0 MORA-CAINE ,d d (2) 5 TO I.REBAR • I -STORY z .� e' o ea RED rr (3) 5 REBAR 0 2-STORY r -n OUTSIDE REBAR TO BE 6' PVC CHASE TWRU FOOTING �� -�•. 1 CONTINUOUS = pp (U 5 VERT. DOIUML m U d LAPPED W/ BOND BEAM IE ` ; !U 5 FEBAR AT CORNERS L I -STORY W/ 25' LAP M6L m 0 4• g" 4 (2) 51PBAR ON CPA1R8 °2'-1' MIN. LAP (3)5 RESAR ON CHAIIRB HORIZONTAL/VERTICAL PIPE THROUGH E REINFORCING 1—STORY FOOTING SCALE, B REBAR LAP AT FOOTING TYP. REBAR LAP SCALE,�'_'' m C AT LINTEL CORNERS D W/ BLOCK WALL AL.L, EXTElRIOR FOOTSR•S AT ]FINISH SI,AE'S TO BE MIN. 12 13EL.OW UN:DISTUlRl3EID SOIL. NOT USED nD 4 ° -MIL W/ 6'x6' WAMUL40 UIUM " -MIL POLY ETHYLENE VAPOR TARDER ON UELL-COMPACTED CLEAN 4 FILL TERMITE TREATMETIT SHALL BE CAKE (2) 5 ON CHAIRS 4' I _8" GARAGE STEP—UP 2—STORY L.B.W. W NO UPLIFT 6C EXTENDED FOOTING SCALE: 1/2"=I'-0' RECESS FOR 1'-D" GARAGE DOOR m 'I 4' CONC. REEF. W/ 6'xH' WAXWIAO U)LrT Oµ 6-MIL POLY t1UYLENE VAPOR RETARDER ON I'-lp WELL -COMPACTED CLEAN PILL TERMITE TREATMENT SHALL W BORA-CARE !U 5 IPBAR OV G-IAIRS 11 GARAGE DOOR FOOTING SCALE. IO2'.1'-O' _ ro SHOWER RECESS FOOTEF BOND BEAM - FLR 0'-0' PM. PLR. RESAR < IE VERTICAL REBAR HOC/ , 1 - HORIZONTAL H°41 R w/ 10' HOOK m0 /HO RIZ 0 NTAL/VERTICAL REINFORCING AT F BEARING CHANGE CONTROL DATE: 07/01/151 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com kllk AA #: 0003325 w V w ti- O 0. O wI C F "Ze h otmDrv. dg LOT: CREEKSIDE LOT 65 PROJECT# 04321, 000 065R1 MODMILA 4EAB "1672- ARIA" GARAGE 8VrU4G: LEFT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA l61 DrRmT A05/25/18 ®CALK: 1/4$$=I'—OF' i IMET FIBERGLASS SHINGLE" OVER 030 FELT PAPEI INSTALLED PER F5CI RRCJ05.1.1 ON a' 0.5.E SHEATHING OR J" CD PLYWOOD SECURE PER PASTENEI SCHEDUL 1113 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 1-STORY TjEC3LOM��AL B' CMU hl DRYWALL I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR III SECURE F TI-RU RAME 4 ❑ EXTEND IA, INTO BLOCK W/ %- TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 144' WITHIN 8' OF EAGH END 4 18' OG. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED t0 PLUMS JAMB (DO NOT EXCEED Y1) DOOR JAMB TO BLACK +9/4 OR +5 4 n FINDOF TO BLACK +8/4 OR +5/ " e 3/B'�1' IEE ENERGY CODE FORMS FOR "ISULATION R-VALUES GYPSUM 50ARD OR J" HIGH TR=NGTH CLG. 5OARD ONC. FILLED LINTEL 5LK W/ (1) l REBAR CONTINUOUS RECAST LINTEL H--E ENERGY CODE FORMS FOR SULATION R-VALUES wINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) #5 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS a 16" O.C. 8" CMU 1/2" GYP. WL. 5D. WOOD SASE FI5ER3LASS SHINGLES OVER 030 FELT PAPER INSTALLED PER F5CR RR905.1.1 ON �' O.S B. SHEATHING OR 1" 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/ I/2"xS' A.B. w/ 2' DIA. WASHERS, -t' MIN. EM5EDMENT WITHIN 8" OF EA. END, 32' O.C. MAX IN FIELD. GONG. FILLED LINTEL BLK. W/ (1) 45 RESAR CONTINUOUS PRECAST LINTEL 5/8' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (I) N5 RE5AR' VERTICALLY W/ GONG. POI CELL 8" CMU u 1-STORY GABLE BLOCK � WALL SCALE: 3/4" =1' -0" 2X4m SECURE TO BLOCK W/ 31(4' 2X4= TAPGOJS OR DRIVE PIN SECURE TO BLOCK W/ W6' (MIN. SHAW SITE Job TAPCONS OR DRIVE PIN MIN. HEAD SITE 300 (MIN. SHANK 612E .Idb MIN. EMBEDMENT IY1) MIN. HEAD SITE 300 WITHIN B' EACH END 4 NOTE= STRUCTURAL 2X MUST BE 18 O.G. MAX SPACING,CK MIN EMBEDMENT I149 WITHIN e' OF EACH END 4 NOTE, STRUCTURAL 2X MUST BE OUTSIDE 4 SECURED THROUGH 2X6! 18 O.C. MAX SPACING, ON OUTSIDE 4 SECURED NON I-y4' CTI1RAL R1' INTO SECURE t0 BLOCK W/J-9(s' IMIy I-Y1 EMBEDMENT INTO 2X6= THROUGH NON-STRUCTURAL TAPOON MIN. I-Y41 EMBEDMENT TAPCONS OR DRIVE PIN BLOCK SECURE YO BLOCK INTO BLOCK (MIN. SHANK SITE J45 W/J-i(4' TAPGONS OR MIN. HEAD SITE 300 CMU DRIVE PIN MIN. EMBEDMENT I Y1) DRYWALL (MN. SHANK SITE .145 . C.nW WITHIN w of EACH END 4 'k4' OR 1'X2' PT. NAILER MN. HEAD SIZE 300 Yj' DRYWALL IB' OG. MAX SPACING. 2XS,m ❑ MIN EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 ❑F4'OR I'X2' P.T. NAILER SECURE TO W 7(OJSb. X 4' MIN. 7XBmMAX SPACNG. OR DRIVIE: PINr' DOOR GASNG (MIN. SHANK SIZE .149 SECU}t TO BLOCK W/J-%1 DOOR CASING MIN. HEAD SITE 300 DOOR JAMB WINDOW TAPCONS OR DRIVE PIN MIN, EMBEDMENT 1 Y49 X P ATTACH TO 2X PER (MIN. SHANK SIZE J43 DOOR JAMB OR WINDOW WITHIN 8' OF" EACH END 4 MANUPA=WS DETAILS. MIN HEAD SIZE 300 ATTACH TO 2X PER IS'Or_ MAX SPACING. MIN EMBEDMENT 1 Y1) MANUKACTURES DETAILS. NOTE= SHIM AS NEEDED TO PLUMS WITHN V Or EACH END 4 Is, O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 JAMB (DO NOT EXCEED Y1) DOOR IAMB TO BLACK +1-1g�1¢' DOOR JAMB TO BLACK +9' WD4DOF TO BLOCK +1-18/18 WINDOW TO BLOCK +9' '"' 3/8��' SCALE: 3/S'=1'-®, 2X4_ 2x4 5LOCKING BETWEEN TRUSSES AT FIRST FIVE SAYS 4'-0' O.G. (AT SHEATHING SEAtI STIF-5ACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE AND CONDITION) si011111 11111111111 -Mild LA' CONT. 2x4 RAT RUN SECURED W/ (2) 12d's o EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 5/8" GYPSUM 50ARP OR 1/2" HIGH STRENGTH CLG. BOARD IX2 FIRE -STOP SEE ENERGY CODE FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRE -CAST GONG. SILL -Ix2 P.T. FURRING STRIPS a 24' O.G. 1/2' GYP. WL. 50. WOOD BASE 2X44w SECLLRE TO BLOCK WNs' TAPI ONS OR DRIVE PIN (MIN. SHANK SITE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE, STRUCTURAL 2X MUST BE WITHIN B' OF EACH END 4 ON OUTSIDE 4 SECURED IS' O.C. MAX SPACING. THROUGH NON-STRUCTURAL 1(s' 2X6,= tAPCON MIN. IA' EMBEDMENT st=IW To BLOCK INTO BLOCK WA-1/4' TAPCONS OR DRIVE PIN (MN. SHANK $ITE J4b CMU MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) ' DRYWALL WITHM 8' OF EACH END 4 'x4' OR 1'XJ' P.T. NAILER b' or- MAX SPACING. 2xs4 76' 0I X 4' MIN. SECURE TO BLOCK W/1-1/4'TAPCONS 41'MANUrACTURES OR DRIVE PIN R CASING(MIN. S WANK SIZE .14b DOOR JAMB OR WINDOWMIN. HEAD SIZE 300 ATTACHTO 2X PER MIN. EMBEDMENT I Y49 DETAILS. WITHIN 8' OF EACH END 4 NOTE: SHIM AS NEEDED TO PLUMB 10' O.C. MAX SPACING. JAMB (DO NOT EXCEED Y') HIACK +9-7/18" DOOR JAMB TOgd /1 FINDOW TO BLACK +3-7/18' v 3/B._ 0 2X4=� LLVN 4� tO RIVE STAPCCNS SE4CLI E TO BLOCK W/ W SECURE / OR DCURE PI SECURE TO BLOCK WN1 TAPGONS OR DRIVE PIN C R PRIVEOCK PIN OR IN TIN. (MIN. SHANK SIZE .145 TAPCOI•l8 OR DRIVE PIN (MI MIN.SHANK SIZE .10 SHAONS f=J (MIN. SHANK 812E Job MIN. HEAD SIZE 300 (TTPL SHANK SITE J4b HEAD 812E 300 MIN HEAD SIZE 300 4 MN. HEAD SIZE 900 MIN. EMBEDMENT I Y4') WITHIN V O= EACH END 4 18' O.C. MIN EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 15' O.C- W O; EMIK ACH END 1 O:C.N MAX SPACING. NOTE: STRUCTURAL 2X MUST MIN, EMBEDMENT 149 WITHIN B' OF EACH END 4 NOTE. STRUCTURAL 2X MUST MAX SPACING. MAX erACI OI NOTE: STRUCTURAL 2X MUST 2X6,= BE ON OUTSIDE 4 SECURED IB O:C. MAX SPACNG. BE ON OUTSIDE 4 SECLLRED 2X6,= 2X6= BE ON OUTSIDE 4 SECURED SECURE TO BLOCK TFWIQOUCsH NON-BTRUC111RAL 2XSr THRCXJC# NON-STRUCTURAL SECURE TO BLOCK W/J-%' SECURE TO BLOCK WR-�1(4' THRO.04 NON-STRUCTURAL W2- ,' TAPGONS OR %' TAPCON MIN. 1-)4' SECURE TO BLOCK Wfl-I/4' ' TA�GON MIN. I-Y4' rAPCONSSPA OR DRIVE PIN tAPGONB OR DRIVE PIN N MIN. DRIVE PIN EMBEDMENT INTO BLOCK TAP'GONS OR DRIVE PIN EMBEDMENT INTO BLOCK (MIN. SHANK STYE .149 (MIN. SHANK SIZE Job B EMBEDMENT INTO BLOCK E EDME (MIN SHANK SIZE Wb (MIN. SHANK SIZE 149 MIN. HEAD SIZE 300 MIN. HEAD SIZE -100 MIN. HEAD SIZE 300 W CM MIN. HEAD BITE 300 MIN. EMBEDMENT I Y1) MIN. EMBEDMENT I Y..J WITHN B, CMU MIN. EMBEDMENT I Y1) Y4. DRYWALL MIN. EMBEDMENT I Y1) V cm WITHIN 8' OF EACH END 4 g. C•pW 8' OF EACH END 4 18' OG. 15 DRYWALL WITHIN B' OF EACH END i'X4' OR I'X2' P.t. NAILER WITHIN 8' CF EACH END 4 K' DRYWALL 18' O.C. MAX SPACING. Y/ DRYWALL MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 4 IB' OG. MAX SPACNG. 2XBa= Li iMD 2X SEC:UIg TO >G�MAX SPACING. ❑ 1'X4' OR PX2' P.Y. NAILER 2X8=m SECURE TO BLOCK W/2-i(.' ❑ PX4' OR I'X2' P.T. NAILER OOR cA61NG 2X8s= SECURE t0 IxoGK W/2-�(,, OOR CASING SECURE TO BLOCK 7URAI.. MEMBER WITHIN B' CP EACH SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONB OR DRIVE PIN TAPCONS OR DRIVE PN W/2-i(s' 7APGONB OR DRIVE PIN i''..(MIN. tAPGCNB oR DRIVE PIN SHANK SIZE ooR CASING SHANK SIZE .14b HEAD SIRE 900 POOR JAMB OR WINDOW (MIN. SHANK SIZE.148 MIN. HEAD 812E 300 DOOR JAMB OR WINDOW (MN. SHANK BITE Jtb Mrt1�91YE 300 to=2�1 CASNG .149(MN. MIN. HEAD SIZE 90MIN. DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') WITHIN ATTACH TO 2X PER MANUFACTURES DETAILS. MIN. EMBEDMENT 1 Y1) WITH( 8' OF EACH END 4 18' O.C. ATTACH TO 2X PER MANUFACTURc`S DETAILS. MN. EMBEDMENT I Y4) JAMB OR WINDOW TTAGH TO 2X PER MIN, EMBEDMENT I Y1) WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 8' OF EACH END 4 18' O.C. MAX SPACING, MAX SPACNG. WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. ANIACTURES BEWAILS. SHIM AS NEEDED TO PLUMB NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y1) 18' O.C. MAX SPACNG. NOTE, 541M AS NEEDED TO PLUMB NOTE, SHIM AS NEEDED TO PLUMS JAM (DO NOT EXCEED 49 JAI (DO NOT EXCEED 49 JN'IB (DO NOT EXCEED Y') B' CMu Y4' DRYWALL I'X4' OR PX2' P.T. NAILER ❑0/_Ix4 P.T. OR %'x4' MIN. SECURE tHRU FRAME 4 EXTEND 1-)4' INTO BLOCK W/ i(•' TAPGONS OR DRIVE PIN ❑ (MN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y1 WITHIN 8' OP EACH END 4 18' O.C. MAX 6PACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO IX PER MANLPACtUREB DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Yw DOOR JAMB TO BLACK +9/4 OR +5 4 (� FLNDOF TO BLOCK +3/4 OR +5/ SCALE= 3/8'•I'-0' DOOR JAMB TO BLACK +1-i 2 DOOR JAM® TO BLOCK +2 } DOOR JAMB TO BLACK'+9 DOOR JAMB TO BLACK +3 B/4 v ri W2MOW TO BLACK +1-1 `✓ ( FDiDOW TO BLOCK +2 1 4 W B " r' Wamw To BLACK +9 3 4" SCALE= 9/8'•I'-0' SCALE= 3/8'=I'-0' SCALE. 3/8'=1'-0' _ SCALE: FASTENER SCHEDULE NAIL REQUIREMENTS z TOP CORD BLOCKING A7 4' ROOF DIAPHRAGM USE 1/16' O.S.B. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF 5HEATHING TO GABLE END FRAME USE 08 GUN NAILS • 4' O.C. SIZEI HEAD I LENGTH I DIA. TENSILE STR 8d ROUNDJMODIFIED 11/8' 1 .113 r0000 OR T 10d R06NDP'IODIFIED 21/6' 1 .128 110000 O.C. MAX IN FIRST 2 FRAMING NOTE. TYP. ExT. SHEATHING ATTACHMENT q SPACES AT EAC I END. FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL N RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE ROOF SHEATHNG NOT REQUIRED EXCEPT * OPENINGS EXTERIOR SHEATHING NOTE: NAILS TO BE MFG_ BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION USE I/2' COX OR i/16' OSB PLY WITH +Ie RING SHANK GUN NAILS AT 6' 08 I. 0.113 INCH NOMINAL SHANK DIAMETER z O.G. AT PANEL SIDES AND RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND 4'8 RING SHANK CAN NAILS AT 6' O.G. AT 2. RING DIAMETER OF 0�12 OVER SHANK DIAMETER ® p INTERMEDIATE SUPPORTS OR 1/16' TIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS). 5EE DETAIL. 3. 16 TO 20 RINGS PER INCH 4. 0280 INCH FULL ROUND HEAD ER DIAMET -3 3 10 ROOF 5# 4EATI4ING LAYOUT NOTE: -RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER -ROOF DESIGN PRE55UIWE BASED ON WORST CASE 5. 2 INCH NAIL LEI CIG AND NDUTALL BRACINCx FOR C AE3L� END RAI INC'i BUILDING LENGTH Af'CIJAolen rnw 7/4JC 3 •8 RING SHANK GUN NAILS e 4" OC. TOP e BOTTOM EDGES F15ERC:LASS SHINGLES OVER 030 FELT PAPER INSTALLED PER F5CR RR905.1.1 ON �f," O.S.S. SHEATHING OR }" CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE J 2x4 OR 6 FASCIA PER — ELEVATIONS VENTED A M. SOFFIT — STIFFBAG T ALL — UPRIGHTS OVER-10" HIGH (SEE SEALED G. FOR SIZE 4 GONDITIO O.SB. SHEATHING OR ;" CD PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D2 OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) -1/8' THICK, 3 GOAT PORTLAND— CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER 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 '1/WA2 SECURE GABLE TO 2x6 P.T. PLATE W/ 126's 8" O.G. MAX SECURE 2x6 PT. PLATE TO 5L / i"x'3' ANCHOR BOLT W/ 2" W ER SET IN 5IM105ON HIGH St NGTH EPDXY I" EM5ED. MIN 32" OC MAX. 9/s' THICK, 3 CO PORTLAND CEMENT PL TER APPLIED 1-O° T rP. 0.H. DIREC Y TO MASONRY z Q I- ORY GABLE VAULT CLG. LOCK WALL SCALE: 3/4' =1' -0" w 2x4 5LOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT 'PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED (2) 12d's w EACH TRUSS TO 5E INSTALLED MID. IN- TO TRUSS SPAN, OR 10'- " O.C. MAX. SEE ENERGY CE FORMS FOR INSULATION R- ALUES 40ARD OR }" HIGH CLG.50ARD x4 ® 24" O.G. + INTERIOR KNEE WALL CONC. FILLED LINTEL 5LK W/ (1) RE5AR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER -- '� MANUFACTURES SPECIFICATIONS PRECAST SILL (U +5 RE5AR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS ® 16" O.C. " CMU 1 " GYP. WL. 5D. NOTE: PER 1=5GR R905.1.1 - FOR ROOF SLO 5 2.12 TO LE55 THAN 4:12, A (2) LAYERR UNDERLA ENT SYSTEM 18 REQUIRED. FOR ROOF SLOPE 4:12 OR GREATER, (1) LAYER UNDERLAYME 15 PERMITTED BUT MUST 5E PER ASTM D226 T 11, ASTM D 4869 TYPE IV, OR ASTM D III 2X6 P.T. SECURED TO IX4 DIAGONAL BTM. MASONRY w/ 1/2'x9" A$. w/ CHORD 15RACING. 2' DIA. WASHERS, 7' MIN. SEE PLAN FOR EMBEDMENT WITHIN 8" OF LOCATION EA. END, 32' O.G. MAX IN PRE-ENG'D WOOD FIELD. TRUSS (TYP) a 24° O.G. MAX SIMPSON ® HETA- I6 (TYP) VERIFY W/ TRUSS PLAN 0 "8 2' DECK SCREWS ® 6'-8' O.C. MAX m EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 314' T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 31 1, MAIN IX4 SYP LATERAL RE-INFORCING 36" O.G. MAX a TRUSS BTM. CHORD, SECURE W/(3) 10d NAILS 0 EA. TRUSS CHORD GABLE END BRACING m a0 zw �o w �a P `08 RING SHANK GUN NAILS • 6" Ot. IN FIELD TYP. EXT. SHEATHING 4TTACHMENT FOR ROOF SHEATHING (O.S.S. TO BE STRJJCTURAL GRADE) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J F w U 0 0. w A 46 A BtmDIY. de LOT: CREEKSIDE LOT 65 PROJECT# 04321.000 065R1 �0n8ir IC 4EAB "1672- ARIA" GARAGE ®'(KING: LEFT PAGE: SHINGLE MONO. SECTIONS & DETAILS t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA 25 DATE: 05/25/18 SCALE: 1/4" =1' - 0" SHEET D 2 IBEF2CsLASS SHINGLES VER 030 FELT PAPER I STALLED PER FBGR 2x4 BLOCKING BET N 05.0 ON a" Os.B. TRUSSES AT FIRST ( FI RGLASS SHINGLES OVER PROVIDE EAVE SH ATHING OR 4" CDX BAYS 4'-0' O.G. (A #30 FELT PAPER (OR BAFFLE OVER THE TOP P YWOOD SECURED FIRE LASS SHINGLES OVER SHEATHING SEAMS APP OVED EQUIVALENT) ON OF INSULATION FOR PER FASTENER SCHEDULE EhiBED. STRA *30 LT PAPER INSTALLED o.S.B. 1 HEATHING OR CDX CLEAR VENTILATION VERIFY W/ T ss PE FBGR RR905.1.1 ON PL COD SECURED PER PER FBEC R402.2.3 PRE- NG WD. TRUSS PLAN O.S.B. EATHING OR 4" CDX F STENER SCHEDULE 24' O.G. MAX. PLY OD SECURED PER F tENER SCHEDULE/TOT PRE-ENCx TRUSS ZIP SHEATHINGS srsrEM MTL. RIP EDGE SEE ENERGY CODE RMS „ MTL. D IP EDGE . P-ENG D. TRUSS TL. DRIP EDGE SEE ENERGY COD FORMS (INSTALLED PER MANUF. SPECS.) OR FOR INSULATION R ALUES . 2X4 OR 2X6 ASGIA 24" O.G. X. 2x4 OR x6 SUB -BAND FOR INSULATION -VALUES. WOOD SHEATHING 2X4 OR 2 FASCIA PER EL VATIONS 5/8" GYPSUM BO OR I/2° HIGH STFZENGtH LG. BOARD PER ELEV LIONS PE ELEVATIONS GYPSUM BO D OR WRB LAYER "I, DOUBLE TOP P ATE VENTED ALUM. S It CONT. 2x4 RAT N SECURED W/ (2) 12d's a CH TRUSS VENTED UM. SOFFIT I-4ICsl-4 STRENGT GLG. STUCCO WRAP WRB LAYER 02, FORTIFIBER VENTED ALUM. OFFIT o" TYP. WINDOW HEAD R SIZE VARIES SEE ENERGY ODE FORMS FOR BOARD E _< BUILDING PAPER o- - PER WINDOW PENING SEE 1/2' CDX OR -t11ro" 55 SECURE TO WALL R INSULATION -VALUES I,000" UPLIFT SIMPSON METAL LATH HEADER SP N CHART FOR FASTENER SCHEDUL 5/8" GYPS BOARD OR ONNECTOR 5P2 a E FASTEN to WOOD STRUGtt1RAL 1/2" CDX OR 1/16" 5B SECURE TO WALL R DETAILS ON SHEET D I/2" HICsF I RENistH GLCs. 2 SYP *2 2X5 STU :• MEMBER a 7' O.G. MAX 7/s' textUREp FASTENER SCHEDU AC WINDOW A AGHMENt As PER OR 1/16 ZIP BOARD DOUBL TOP PLATE D TOP FINISH • WOOD ON SHEET p MANUFA SPECIFICATIONS SHEATHING SYSTEM (INSTALLED PER WINDO HEADER SIZE VARIES PLA E 'M' TYPE CONTROL JOINT OR 7/16" ZI SHEATHING SYSTEM WINDOW ILL MANUF. SPECS.) PER NDOW OPENINGS SEE FRAME TO BLOCK CONNECTION WE DETAIL (INSTALLED PER 2x6 5t p5 a 16' O.C. MAX W/ INSUL. SEE ENERGY CODE HEA ER SPAN CHART FOR DE T ILS" ZIP SHI THINGI51DI RY WALL METAL MANUF. SPECS.) FO FOR INSULATION WI ATTACHMENT PER SYSTI=M NSTALLED 6' LATH STRIP 6' WIDE SCRIP SELF "1/8" THICK, 3 GOAT V UES FA UFACTUF@ES SPECIFICATIONS PE FI PER MAN SPECS.) DIA ANCHOR BOLT FLASHING, CLEAN CEMENT PLASTER t G SUBFIrOOR GLUED AND We' THICK, 3 GOAT CEMENT PLASTER INDOW SILL OR WALL AT 16" O.G. MAX WITH T' EMBEDMENT AND 2" 'ADHESIVE MASONRY BEFORE APPLYING TEXTURED APPLIED TO METAL T REWED AS PER FASTENER S APPLIED t0 METAL 2x6 STUDS a 16" O.G. MAX W/ SHEATHING DIA. WASHER FINISH a MASONRY LATH OVER 2 LAYERS REDUCE SHEET LATH OVER 2 LAYERS INSUL, SEE ENERGY CODE OF GRADE "p" � GRADE "D' FORMS FOR INSULATION 2x8 5YP 02 I a' GMu BUILDING PAPER OR BUILDING PAPER OR R-VALUES WOOD STUDS a EAASO1 65P1 PAPER BACKED LATH OVER AN APPROVED PAPER BACKED LATH ' T 4 G SUBFLOOR GLUED AND AT 12" O.C. MAX STUD VERTICAL CONTROL HOUSE WRAP OVER AN APPROVED HOUSE WRAP SCREWED AS PER FASTENER 5CHEDULE ON SHEET D2 BETWEEN DISSIMILAR \ ` o SOLE PLATE A (1) COURSE TIE -BEAM ATE RIALS •a POURED SOLID WITH DETAIL �B/WA2 p�-ENG FLOOR TRUSS Z CONCRETE. (1) �5 SCALE: N.T.S. (INSTALL PER MFG. SPECS.) j" GYPSUM BOARD OR i" HIGH w Z Q O REBAR HORIZONTALLY SUBFLOOR GONG. FILLED LINTEL BLK W/ (I) "5 REBAR STFZENGtH GLG. BOARD DETAIL "1B/WA2 ( WEEP SCREED PER /"� PRECAST LINTEL GLUED SCREWED AS PER coNtlNuousIX2 Q PF2E-ENG FLooR TRss ASTM 92ro-C 1063-G l 1 *rANER `1�,,,,••// NAILER/PRAFT STOP (INSTALL PER MFG. SPECS.) (SEE DETAIL 2/D3 �•J WINDOW ATTACHMENT AS SCHEDULE ON SHEET 1_-)2 0 MANUFACTURES " GYPSUM BOARD OR w PER SEE ENERCs'Y CODE FORMS HIGH STRENGTH CLG. BOARD Hi 0 SPECIFICATIONS FASTEN 2X4 BBON FOR INSULATION R-VALUES IX2 NAILER/PRAFT STOP O GMU) W/ (5) 12d N S PRECAST LINTEL z REBAR 1�o PRECAST SILL GONG. FILLED LINTEL BLK W/ "5 LLILB� O.G. MAX, IN PRE -EN OR SS WI OW ATTACHMENT AS PER !I) REBAR CONTINUOUS W IK CONCRETE (INSTALL EG 5/8' THICK, 3 GOAT M FACTURES SPECIFICATIONS EE ENERGY CODE FORMS � Z POURED G L, 2 P.T. FURRING STRIPS PORTLAND CEMENT PIKE AST CONCRETE SILL R INSULATION R-VALUES O VERIFY P Ih" O.G. GONG. F I EL BLK W/ PLASTER APPLIED GA$t LINTEL o Q PLAN. 8" MU C1 B CONTINUOUS DIRECTLY TO MASONR VERTICALLY` lU'"5 BAR �R LL W/ CON POURED CELL WIND ATTACHMENT A5 PER MANUF GTURES SPECIFICATIONS Z O R-4.1 1/2 ° YP. WL. BD. IB B O N Ix2 P.T.FU ING 5/8" THICK, 3 OAT PRE-C T CONCRETE SILL O N IN LATION (0 "4 NTINUOUS REBAR FASTENING " PORTLAND MENT DET STRIPS O.G. PLASTER LIED WOOD 5E lb 8" GMU DI TLY TO a (1) 05 REB R VERTICALLY Q O SCALE: 3/4"=1'-0° 1/2" GYP. WL. D. ASONRY W/ GONG. RED CELL � (a Z #4 RE5 WOOD BASE (� Ix2 P.T. PURR HOOK 2LONG q Z MIN. 24° IN 5 z Q I 0 -0 STRIPS a 24" C. O ( B RooF SS UPLIFT FIN. FLR 8" GMU _ 2' -0" c M IN. CONK OR Not o 1/2-GYP WL. BD. p IN SLAB) ci ARrrY Foe z WOOD BASE SHOP Pm _ • #a� FLR W LL ( 3 1/2" cc: REI W/ 6"xro" 8 aa � a q d C TIO N — WI.4XWI.40 WWM ON -MIL ETHYLENE EXTERIOR WALL aHEAtHIrµ ( POLY V POR ) 2—STORY 2—STORY _4 -a OOD °o RETARDER ON FAS eacH stub ro DBL. PLATE W/ uSP S NAIL �'a; WELL -COMPACTED CC: L AN PER MANUF. S WALL • WALL -, .d FRAME TO } �„ �„ �„ FILL TERMITE TREATI"IE T SECTION SECTION LOCK WALL ® 2 — SHALL BE BORA-CARE ECTION AT TOP B C3) "S REBAR CONTINUO OF EXTERIOR WALL SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" ON CHAIRS SCALE: NTS FI5Ef;a3LAS5 SHINGLES PRE-ENG GABLE TRUSS FIBERGLASS SHINGLES OVER 030 FELT PAPER VER 030 FELT PAPER PRE-ENG GABLE TRUSS NOTE % INSTALLED PER FBGR RR905.1.1 ON a' O.S.B. SPF STIFFBACK (SEE SEALD TRUSS ALLEp PER FBGR RR9 ON O.SB. SPF STIFFBAGK (SEE SEALD TRUSS DIAGON ACE a XTERIOR WALL STUDS WALL SHEATHINGS 4 PLACE STRAPS 6PACED AND FASTENED AS n SHEATHING OR } CpX ENG. PACK FOR SIZE r CONNECTION) .1 �� SHEATHIN } GDX ENG. PACK FOR SIZE: 8 CONNECTION) CENT OF TRUSS FASTEN STUD WALL SHOWN WITH ONE ADDITIONAL S At PLYWOOD SECURED 2x4 5F"F BLOCKING BETWEEN PLYWOOD 5 D 2x4 aF'F BLOCKING BETWEEN S OR HIGHEST O BLOCK WITH UsP MST "!'Z5 EACH WINDOW Stub wITH PER FASTENER TRUSSES At FIRST (5) BAYS 4'-0' I�ER FASTE TRUSSES At FIRST (5) BAYS 4'-0" IDLE. DIAGONAL FASTENERS AS 8 NSTALL SCHEDULE O.G. (AT SHEATHING SEAMS) � tt O E NOTE: SCHEDULE O.G. (At SHEATHING SEAMS) BRACE TO BE ANY SPAN 15'-0' OR SCRAP s Ea E uNo) ( Old COMMON NAILS SPADE 6TR wa AS F ows: CUD (0.148 DIA X 1 1/2" ! MTL DRIP EDGE 1 V % DIAGONAL BRACE � MTL. DRIP EDGE GREATER. REFER TO 410 MPH 'C': 32 -no MPH 'e': 32' o ) PRE-ENG Wp. tRU S 24' CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA PER ELEVATIONS - TRU S 2 TRUSS ENG. FOR AppITIONAL -160 MPH 'c': 32' 190 MPH 'e': 48' O.G. STRAPS INSTALLED oc ovER wALL SHEATHINGS 2X4 OR 2X6 FASCIABRACE O.C.MAX. HIGHEST RIDGE. DIAGONAL TO BE a ANY SPAN SECURED W/ (3)12d HORIZONTAL TRUSS -140 MPH 'c as' TOP of STUD WALL oc. Ilk PER ELEVATIONS 15'-0" OR GREATER REFER NAILS REINFORCEMENT. SOLE PLATE SECURED W/ (3) 12d SECURE TO 70 TRUSS ENG. FOR SEE FASTENER SECURE TO 0'-0' t0 30'-0" (I) FILL ALL REMAINING STRAP HOLES W/ 10d NAILS INTO 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 SHEATHING (2) 12d 30'-1" TO 60'-0" (3) 0 _ SECURE t0 WALL PER NAILS 0'-0" t0 30'-0" (I) FASTENER PATTERN I/2" CDX OR 7/16" OS$ AI X-0 BRACE (1) X-BRACE CR DO NOT PLACE SCREW IN TOP HOLE NEAREST TO TOP FASTENER SCHEDULE ON SHEET D2 X-BRACE SECURE TO WALL PER CENTER AND (2) BRACE DIVIDED M Y WALL OF CM BLOCK WALL OR 1/16" ZIP SHEATHING 30'-I" TO 60'-0" (3) X-BRACE (1) X-BRACE FASTENER SCHEDULE ON SHEET D2 EGtUALY FROM CENTER CONNECT Bo1?OM OF STRAP to cMu ®LocK WALL SYSTEM (INSTALLED PER MANUF. SPECS.) /J a CENTER AND (2) OR 1/16" ZIP SHEATHING t0 END bQ-raW/ (t) raPcoraMasoi�RY WEEP SCREED, SEE BRACE DIVIDED CONT. 2x4• SPF RAT RUN SECURED W/ EQUALY FROM CENTER SYSTEM (INSTALLED PER ANUF. SPECS.) CONT. 2x4 SPF RAT RUN SECURED `2 —STORY cMUBLocKwALL ws DETAIL iB, SHEET WA2 (2) 12d's • EACH TRUSS TO END 2X4 W/ 3/8" X 5 LAG (2) 12d's a EACH TRUSS ABLE END 2X6 P.T. SECURE W/ 1/2'X9' ANCHOR (2) 2x4 + S.Y.P. DIAGONAL BRACE W/ GABLE 632" O.C. MAX. O (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) 12d's a EACH TRUSS DIAGONAL C S BOLT 32" O.G. MAX. NAIL GABLE TO 2X6 (3) 12d's a EACH TRUSS DIAGONAL X-BRAC(NG t0 COVER 5-TRUSSES '^1 X— BRACING SIMPSON Mst a 32" .MAX. X-BRACING TO COVER 5-TRUSSES BRA XTERIOR STUD WALL CONNECTIO 5/8 CsYPSUM BOARD OR I/2 HIGH " D OP PLATE 5/8' GYPSUM BOARD OR 1/2" HIGH TO FIRST FLOOR MASONRY WALL W/ 12d NAILS 6" O.G. S1'RENGTdH GLG. BOARD SCALE: 3/4"=I'-0" 1 2X D 16 OC. MAX. STRENGTH GLG. BOARD SCALE: 3/4"= - ° q e) SCALE: Nth MAX. d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 I W U w 4 0 F A F A suiEIY. de LOT: CREEKSIDE LOT 65 PROJECT# 04321.000 065R1 MODELS 4EAB "1672— ARIA" GARAGE gTaNGF: LEFT PAGE: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA Ell dM D TE 05/25/18 8CALM 1/4"=1'-0" 81I�ET PLATE . E 2X4 OTC. MAX. SECURE 2X4 W/ 2-1/4' TAPCONS OR DRIVE PIN (MIN. SHANK SITE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ya' W/JIp&P EA. END NOT TO EXFEEA 2X4 SOLID ING SECLL P T ACHING WITH MIN 2d PER BLK EA. END *NOTE: NAIL 5HEATHING TO ALL 2X AS PER EXT. SHEATHING NAILING, 86 4" O.G. MAX EDGES B 6"-8" O.G. MAX IN THE 1=1ELD BT. EXTERIOR ARCHWAY WITH WINDOW 1 SCALE: I/2"=I'-0' CLOSED VALLEY FLASHING DETAIL N.TS. 132' O.G. t BOTTC I/1' C . BC 1/2' CLG. ARD 1/2, D A, OOD 616, F/26x;�cu' .Ox ONT.2x4 WOOD- S STUDS 016, BLOCKING O.C., UDX MID -WALL SECURE Br. 112'XS' A PLATE TO S B I/2' DRYWALL 3Z' OEMEE.G. " W/ 10d MA RY NAIL r 32 O MAX SE ^ �CONG. SLAB DET I. N AtION—� ILS SP 32' .C_ MAX 1ST FLOOR 1ST FLOOR INT. BEARING WAL INT. BEARD (NO UPLIFT) (W/ UPLIFT SP4032' MSTA-36 32' MAX SP4w32' O.C. X- I himi - -�♦ o r pill him AIIIIIIIIIIIEImN 11101ri I WOOD W/2-I2d + 6 O.G 9TAGGERE SECURE 2X4 W/ 2-Wo' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIPL HEAD SIZE 300 MIN. EMBEDMENT I Ys' W/IN S' EA. END NOT TO EXCEED 10' O.G. MA 2X4 SOLID BL SECURE TO SHEA WITH MIN, 2-12d PER NO r_ EXTERIOR ARCHWAY 2X4 SECURED TO GABLE ENG W/(2)I 6"-8" O.C. i oil I / '\ - 2X4 TOP PLAT I\,2: GLG. BOARD—,,, 1/2' GLG. 2x4 CONT. 1/2' DRYWALL-- STRESS BLOCKING MID -WALL SECURE BT.FLAT TO SLAB W/ 10d MASONRY NAIL 32' O.G. MAX 2X4 PT. PLATE GONG.5LAMI TRUSS GONT. TAL TRACKS, OP t BOTTOM I/2' 'R WAL 2X4 WOOD CHANNEL SHA STUDS +24" STUDS 24' O.C. W O.C. LAYER OF 1/2' TYPE GYPSUM WALLB0 ATTACHE EAG SIDE a 12 CONC 9LA CONC.SLAB 1ST FLOOR 1ST FLOOR TYP. INT. WALL ALWTYP. INT. WALL METAL STUDNON— BRG.Q NON—BRG. v SGALE:Il1'.r_0" 8C SCALE: 1/2'=T-O' UPRIGHT TRUSS TO WOOD FRAMING SIMPSON ITS-12 PRE-ENG. TRUSS DO TOP LATE 2 O STRESS DBL. 2X TOP PLATE i I ID WALL T/I6' OSe, OR 1/16' ZIP SHEATHING a N 2x 5 5 16' OG, MAX, JN SYSTEM (INSTALLED PER MANUF. SPECS.) i SUMIFLOOR GLUED 2X BLOCKING a REWED AS PER TOP OF A ER SCHEDULE I/1' CDX ? I FLOOR STUDS O 2X STUDS 16' O.C. MAX. w FLOORSTUDS SIMPSON META-36 A 32' 2X BTM. PLATE O.G. MAX 3/4' FLOOR DECKING iDOUISLE'rOP PRE- ENGINEERED FLOOR GIRDER Pik-ENG FLOOR TRUSS PLATE PRE- ENGINEERED FLOOR TRUSS 2x CONTINOUS STRESS LOCKING MID WALL (D CONTINUOUS SHEATHING TO BEGIN AT TOP OF MILK s2 STUDS O 16' O.G. MAX, W/ 114' GAP FROM BLK. TO O.S.B. U.O . —I/Z' WL. BD. Q2 HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT S PERIMETER OF OB. TO PROVIDE CONT. NAIL PATTERN —SECU BT. PLATE t0 SLAB W 'x9' ANCHOR (5 REMAINING AREA TO BE SHEATHED FROM DBL. TOP BOLT W/ WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMPSON H STRENGTH EPDXY T' E D. MIN ® a TOP or WOOD FRAMED LO BE STEATHING AGGERED MIN Or 16 FROM SHEET BELOW SIMPSON SP4 32' O G. MAX 5 INSTALL ALL SHEETS W/FACE GRAN PARALLEL O TO STUDS 1. 2—STORY L.B. EXT. WALL SHEATHING SCALE:1/2'=I'-O' 4 SCALE:I/2'=1'-0' HEADIER SIZE PER SPAN 1MHART. DOOR/\ WINDOW OPENfNG� TYP. EXTERIOR WINDOW/ 4 DOOR OPENING WD FRAMED Ar-Al F. 1/9"-1'_OY © J/ C SECURE 2x4 ON FLAT TO MILK W/ CUT NAILS. 51DES: 2X6 GARAGE DOOR BUCK W/ (5) O Y2'XS' A -BOLTS 4" EMBEDMENT MIN W/ 2"X2'XU6 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK a CENTER OF DOOR HEADER W/(VA'X8" J-BOLTS 4" EMBEDMENT W/ 2'X2'X1b' WASHER AND NUT. ° INOisa: 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' =1' -0' G'-O" OPENING r a L T BLOCK W/ (2) "x3" ON OR DRIVE PIN e ( N AN SIZ 145) ( Mi3ED. I") e IN 8' OF EACH D ANp Il'I O.G. MAX SPACI °1 ac 4 CMU W L a. 141 ° e d 4 'O d ° 4. a a ° Q d a . °6 I-r ARCH WINDOW FRAME PRE-ENG TRLL55E5 W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE ZA LE STUDS • " O.G. LST -I2 a EA. JACK YpTUD, 50T IDES OF //OPENING 2x ST S e 161 O.G. MAX W/ SH THING. SHEATHING TO BE PIN J' OF WINDOW/ DOOR ENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY ® A TIME. 6E 12d NAILS, TWO WITHIN 6" EACH END < NO MORE tH 12' O.G. STAGGERED SP4 H5 • TOP AND BOTT LATES • EA. FULL LENGTHS D, BOTH SIDES OF OPEN SHEATHING T AP TO BOTTOM OF NG'D TRUSS BELOW- SH THING MUST NOT BREAK 1'- " MIN FROM 2ND FLR. LINE. -ENG TRUSSES OR FRAMED RAFTERS 2x RIDGE ONE SI RGER THAN RAFT'E IZE MIN. !3) 12d NAILB MIN. (4) 106 GUN NAILS 2x4 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) t0d GUN NAILS 2x RAFTERS Ix8 NAILER SECURE TO TR 55ES BELOW W/ (2) 12d NAILS OR (3) 106 GUN NAILS ® EA. TRUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE-EPUCs TRUSSES PRE-ENG.TRUSS ALTERNATE CONNECT104f M5TA-24 RAFTER TOJICK'G HEADER SIZE PER SPAN CHART. o� TYP. INTERIOR *5 REBAR VERT. IN SOLID GROUTED CELL 5/8' THICK 3 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 CONV. FRAMED ROOF SCALE: PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE -CRIPPLE STUDS Y 16' O G. MAX SIMPSON LSTA-12 a A. JACK BOTH 51 OF PE NG. a e 16' O.C. MAX W/ HIND. SHEATHING TO BE PIN }' WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE I -FADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) CK STUD ASSEMBLY TO BE 8 REP ONE PLY ® A TIME. USE NAILS, TWO WITHIN 6' FROM E END < NO MORE THAN 12' O TTGGERED I/2'x9' A.B. MIN. EMEEDMENMT S" F CH END 4 32' O.G. MAX 8104 OR 145 a TOP AND BOTTOM PLATES r EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. LINE OF SLAB GORIER BEAD SEALANT t BACKER ROD 8' CMU SEE STRUCTURAL FOR W INFORCEMENT -2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT SPPROVAL REa FROM MIAMI-DADS COUNTY WEATHER STRIP MOULDING* ALL AROUND (BT DOOR MANUF) GALY. STrEEL " TRACK ORACKETS FASTENED TO WOOD JAMB W1 uwxl 1/4' LAG CsALV. BTEEL VERtICAL TRACK OVERHEAp DOOR SCREWS BY MAUF. 1' MIN. BY OTHERS FASTENED TO SLIDE TRACK BRACKETS SLIDE Ill/ 1/4'-20XI/2' GARAGE DOOR JAMBS CARRIAGE BOLTS 13 SCALE: AND LOCK NUTS. PRE -EN('z MTS-12 O.S.B. SHEA OR CDX PLYWOOD. T D PER FASTENER cHE EET 2 MT5-12 OR 1/16, ZI SHE HI SYSTEM ! R MANUF. 9 2" ST ST SCURE BETWEEN S BAYS W1 PRE-Ef` (3) 12d' EACH END 2x DOUB TOP PLATE UDS a 16' O.G. Mt -12 o EVER STUD 2X4 BT. PLATE DORMER 16KN ATTACHMENT 15 SCALE: In"=1'-0' WALL DETAIL @ 2X4 DBL. TOP PLATE X4 STUDS I6' /16' OS.R. TEXT. PIN1514 META-16 VMU UTALL " 11i5 UPLIFT SIMPSOM HTSM20 W/10 10d TO TRA85 AND (4) 1/4' x 2 1/4' TAPCON5 TO CONT POURED LINTEL • Moo UPLIFT (2) SIMPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCON8 TO GONT -POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TRUSS ANCHOR 1 � RETROFIT N.T.B. CONTROL DATE: 07/01/15 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1a1 W 0 F y A F A ti 01017. de LOT: CREEKSIDE LOT 65 PROJRCT# 04321.000 065R1 MODE1.4 4EAB 1672- ARIA" GARAGE SYnNG: LEFT PAGE: MISC. DETAILS 160 MPH EXP. C DA05/25/18 MICALM 1/4 t9IIEET D4 .W�6 <<s �;�x . • 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 Design Pressure Number 1/4" concrete screw 6" edge distance @head, 4" edge Swing door +36 ( ) / (-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 It: 3j16" 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 corners, 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 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max, from corners, 14" o/c atjamb, 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) J (-55) Ply Gem Ply Gem 1500 FL16100.1-R6 Non Impact from comers, 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 comers. Tapcon required 3" each side of center of opening top 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. I" 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'/<<" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll Soffit +31.6, -38.8 (+157) / (-46.1) PlyGem Variform Soffits FL24161.1 1/4" x ZO 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 distaste, 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 6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 I w W 0 F U w q h Q Cti ti stmnr . & LOT: CREEKSIDE LOT 65 PROJECT# 04321.000 065R1 MODEL: 4EAB "16"72-ARIA" GARAGE BW MG: LEFT PAGE: PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT - STATE OF FLORDA 25 n05/25/18 A IBCALE: 1/4"=1'-0" D BHEET NOTE: No NOTE: IF ZIP SHEATHING SYSTEM IS APPROVED BUILDING WRAP IF ZIP SI�EATI-IINCs SYSTEM 15 � \\„ SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4" SELF -ADHERING MEMBRANE INSTALLED, PLEASE 5EELASHING: (COMPATIBLE W/ HOUSE Co"" .VERTICAL LAPS (ROLL MANUFACTURERS MANUFACTURERS ENDS) t 6' 0 HORIZONTAL LAPS. WRAP MATERIAL) OVER INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE 1' INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH FORTIBER SHEATHING TAPE FI ASHI TO EXTEND ONTO PIPE y \ y I" OR LESS PIPE 6'xb' SELF -ADHERING MEMBRANE PREFORMED CONTROL JOINT THICK, 3 COAT CEMENT PENETRATION FLASHING (COMPATIBLE W/ HOUSE PLASTER WRAP MATERIAL) OVER ANE FLANGE OF CONTROL JOINTS T / \ \ SELF -ADHERING MEMBRANE FLASHING OVER APPROVED BE WIRED TIED TO LATH O V WRB LAYER 02, FORTIFIBER `, HOUSE WRAP. O.G. MAX (VERT.). NOTE: DO BUILDING PAPER / MiN. LAP METAL aTH \ FLASHING TO EXTEND ONTO PIPE NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH X X X W LEG MAY BE USED TO TEMP. FFAS��DD�S (VERT.) O.G. MAX I•• X X X — SECURE CONTROL JOINT AT DURING INSTALLATION WRB LAYER "I, �— CUT AND OVERLAP ONE SIDE OF CUT AND OVERLAP ONE SIDE OF FASTENERS TO BE SPACED METAL LATH FLASHING MEMBRANE \ STUCCO WRAP FLASHING • T' O,C. MAX VERTICALLY STEP *I STEP 02 FL PING OR "t/Ib' TIP SHEATHING ING MEMBRANE WOOD SHEATHING WRE, LAYER "I, a}' THICK, 3 COAT DEMENT WRB LAYER "I, I SYSTEM INSTALLED PER STUCCO WRAP F/— PLASTER STUCCO WRAP i - M, NT- :�CS.) 6" MIN PAPER LAP BELGW ONLY METAL LATH WRB LAYER 02, FORTINEER WRB LAYER "2, FORTIFIBER BUILDING PAPER WRB LAYER 02, FOR BUILDING PAPER METAL LATH " BUILDING PAPER / i I STUCCOYWRAP ASHINCs OVER 4RXh1Cs MEMBRANE SELF -ADHERING MEMBRANE \ o } I INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED GAP MIN. WOOD SHEATHING STRAPS, STAPLES) AS HOUSE O FLASHING TO EXTEND ONTO PIPE LATH SHALL NOT 6" To e° 6 To a° SYSTEM (INSTALLED ING PER REQUIRED TO SECURE BE CONTINUOUS 4'x4' SELF -ADHERING MEMBRANE THROUGH CONTROL MIN, MIX \ M F. (INSTA PIPE/ WIRE TO FRAMING ° �.. ;._ 3,, a,.' FLASHING OVER APPROVED JOINTS BUT SHALL HOUSE WRAP. BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING LAP a° o EFLASHING TO EXTEND ONTO PIPE R PER ASTM CI063 PLACED FLAT MAX. 6' TO S' ALL LAP i.10.14 FROM CONTROL JOINT WHEN 2 APER LAP j %- CONT. BEAD OF SEALANT CONTROL JOINT FALLS ON NOTE: STRUCTURAL STUD SCALE: 1 1/2'=I'-0' I. FASTENERS FOR LATH TO BE NAILS OR -� -� INSTALL APPROVED HOUSEWRAP AIR STAPLES IN COMPLIANCE W/ ASTM C1063 SHE INFILTRATION BARRIER OVER 2. WIRE TIES TO BE NO. ID) 00415' WIRE / � SHEATHING 3. BLOCKING SHOWN MAY BE IN ADDITION \ ELASTOMERIC COATING OVER STUCCO! TO WALL STUDS REQUIRED PER PLAN / G.V. FINISH (SEE TYP WALL SECTION) r,. VERTICAL LATH & PAPER DETAIL WOOD STUDS SECTION PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland NOTE. SHEATHING shall comply with theliment plaster ' SIDE LAPS OF METAL OR1/16 ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) : requirements of ASTM C 92E-12A. PLASTER 5A6E8 SHALL ry. NOTE; BE SECURED TO BUILDING Installation of exterior lathingand framing 1= ZIP SHEATHING SYSTEM 15 FRAMING MEMBERS. PAPER 6�Ap" shall comply with ASTM C 063-12A. "M" TYPE CONTROL JOINT THEY SHALL BE TIED = INSTALLED, PLEASE SEE 1 BETWEEN SUPPORTS WITH 0.04'15-IN. (1,21-MM) STUCCO h" LAP . LAT MANUFACTURERS WIRE AT INTERVALS NOT 3 LAP V PAPER INSTALLATION PROCEDURES MORE THAN 9' (229-MM). AS PER ASTM C1063 F N TRAT I ON � TA I C R�1� I j I I. FOLD INWARD � PT. A � 2.�GIEASE • PT B A r�- NOTE: 1. 871TI='E®K�C ��UT FOR REPAIR OF TEARS HORIZONTAL LATH-�- 5 LAYERS, DETAIL MAYBE PATCCHED AIeB & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR FOLD PEEL : STICK ® 1116" ZIP SHEATHINC4 SYSTEM (INSTALLED PER MANUF. SPI=GS.) OR OFOLD NWNiD • L FOLD MWARD • Pr. A WOOD SHEATHING OR CMU L Pr. A (�Q�� z. CFW-4W • Pr. D LJR5 LAYER 014 a. CREASE • Pr. D 3. CWASE . PT. C STUCCO WRAP (FRAME ONLY ) 3. CREASE • PT. C 4. FOLD Pr. C 0Y82 Pr. D TILL Pr. C TOUGHE$ pOrrOM ® I 8° THICK, 3 COAT CEMENT ® % PLASTER (FRAME), 1/2" 2 COAT I l t CEMENT PLASTER (CMU) LEGEND METAL LATH (FRAME ONLY) 1- LAP WI E TAPE OVER DRAINAGE FLANE (UJRB ® ® ® ROOFAUALL SCREED :°� DDTTCM LA,rR #1/ STlXCCO UJRAF ) FLANGE WATER'rWI NG NOTE: SEAL. FOLD, 2Q IF ZIP SHEATHING SYSTEM 15 J' THICK, 3 COAT CEMENT NOT CUTz 5"X5" "L" TYPE CONTINUOUS WR5 f ANTE R *2 (FORT F 18E R INSTALLED, PLEASE SEE PLASTER (HRAME), 112' a COAT GALV. METAL FLASHING MANUFACTURERS CEMENTPLASTER(CMU) 7 (NAIL TO ROOF DECK, NOT 5LI ILD INCH INSTALLATION PROCEDURES WR5 LAYER »2, FOFCTIFIBER WALL SHEATHING) BUILDING PAPER (MRArtE ONLY) AILAYER w, CAP SHINGLE - DO NOT NAIL, t''IETAL LATE I X X X X STUCCO WRAP(FRArrE ONLY) INSTALL WITH ROOF CEMENT • �' . LAP LAYERS OF DUILDMG WRAP OVER NAILMG FLANGE, $TOP 10 WIONSM4 v' \ FRAME OR Ci'Ill ROOF CEMENT � " r, ROOF PER ELEVATIONS WOOF) DZDWALL FLASHNG s� OR 111ro" ZIP 5HEATHING -SYSTEM 1 n ( IN5TALLED PER MANUF. SPEG5.) KICK -OUT P ASIAI (SEE DETAIL) \f, eELF-ADHE51VE FLA&HING NOTE: ' IF ZIP 5I-4EATHING SYSTEM IS NOTE: INSTALLED, PLEASE SEE MANUFACTURERS 1`IETAL LATH: LAT�4 TO E3E E'ER SECTf ON FELT UNDER-AYMENT c — Iue,TER Tl�ur 813AL (MI ae INSTALLATION PROCEDURES _ WLDER,DONOTOUT) R103.i.1 / A5T1"f C-041-0e/ 1"IIN. 2.5 L55, SHMGLE ROOFING O/ FF ING AT B01T01 I OF ROOF 3 f� R 5 VC. R� (U T I L (� r O l\ N Ol� I N f i L= WALL INTERbECTIONS DRIP EDGE: OVERLAP 3' ExraI31/)111 LATE 120E5 NOT r-IEET 5PECIFIC TIONS &-IEAhLING, MECHANICALLY FASCIA WRAP 7 9 7 7 FASTEN 4' OC MAX, r� L FLASH N - N.T.S. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U W `. 0 F 0. U W A F A ti BUBDIY. as LOT: CREEKSIDE LOT 65 PIROJBCT# 04321.000 065R1 MODEL: 4EAB "1672-ARIA" GAP.AG'E 81rn9G: LEFT PACT•&: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA DA��,. 05/25/18 scALE: 1/4"=1'-0" BiTrEET WAS. NOTE: INSTALL b" SELF-ADI-I IF ZIP SH THING SYSTEM IS MEI" t5RANE FLASHING INSTA LED, LEASE SEE TOP, SIDE(S) AND 50 MAN U ACTUR S FLANGES OF NON -MO) INSTA LATION ROCEDURES FRAME OF THE EXHAL VENT IS ESE SET IN BED OF AL T T TOP AND x 51 SEALANT 15 TO 5E : T L AS TO DEFLECT AY FROM JOINTS. i E- AD ALL AROUND } N APPLY SEALANT ALL ' T5 AND INTERSECTIONS y PLY SEALANT AT PERIMETER OF HACKER ROD ON -MOVABLE FRAME AND STUCCO ' ON ALL SIpES, Y4' CAULKING, 6 JOINT ALL AROUND 1 PER SECTION R703.7 Exterior lathing and plastering BACKER ROD Exterior use of portland cement plaster shall comply with the application X requirements of ASTM C 926-12A. I In Ilation of exterior lathing and framing X shall omply with ASTM C 1063-12A. U)RB LAYER "I, �! X STUCCO WRAP i �'; ', „ HOODED VE T x X; 8' THICK, 3 COA EMENT PLASTER METAL LATH WR5 LAYER "2, FORTIFI R BUILDING, PAPER WOOD SHEATHING, A DRYER VENT (FRAME)., a° CMU (INSTALLED PER MANUF. CSJ OR WOOD SHEATHING WR5 LAYER "I, STUCCO WRAP WR5 LAYER , FORTIPI5ER 5U[.LQING P R LATH Y YL CASING BEAD b' RAISED 5AND b" WIDE STRIP SELF ADHESIVE FLAJ APING, GLEAN MASONRY BEFORE APPLYING Z FLASHING OVER SCRATCH COAT ( H IZONTAL WEEP SCIt W/STONE VENEER ( FRAME TO BLOCK), LEGEND DRAINAGE PLANrz (WR5 LAYER 01, STUCCO UJRAP) UWR5 LAYER 1*2 0=ORTF15ER - -- - - - 5UILDING PAFER) 1 IETAL LATH x-x-x-x STUCCO WOOD SHEATHING OR 7/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. 5PEC5.) 5EL1=-ADHE5IVE FLASHING - - - - - NOTE: 1"1ETAL LATH: LATH TO 5E FER SECTION R103.1.1 / ASTM C-54-1-09, MIN. 2.�7 L55. PER 5Q. YARD (UTILITY OR NOlIINAL LATH DOE5 NOT 1" 1EET 5PEGFICATIONS) ELEC. MI=t3=F VERIFY LO STUCCO RN I SI--I 6" SEEP ADHESIVE WOOD CONSTRUCTI OVER TOP t SIDES -1/I6' ZIP SHEATHING, 5Y EM (INSTALLED PER MAN . SPECS.) OR SELF WOOD SI-IEATI-•11 Cs PLASHING WRB UNIT STUC W P PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) ER *i, PORtIPIBER wooD ,, G PAPER CONSTRUCTION SEA ANT TOPL4 SIDES I I �s r LASGC=R3 COAT CEMENT I a' CMU DRYER VENT BUILDING PAPER OVER "QUICK FLASH" PIPE THROUGH WALL 1 b" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) 5UILDING PAPER — UNDER 'QUICK FLASH" TO 7a" MID -WALL �P SCREED 0. (o" SEL DHESIVE FLASHING WOOD PRA D WALL ZONTAL WEEP SCR D ]FRAME TO FRAME) NOTE; F ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES NOTE: IP ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. /i rC=H I V 1�>=LO I Y� STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR t0 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 ISOCYANOTE-POLYBLEND FOAM i11 .e-,r AY- r_t, i,—r-" •)R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES i a ° Ir,— I.. LO 5CRATCI4 COAT LARGER TIHAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AN::) p 15CONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR5 LAYER *1, STUCCO WRAP WOOD SI-4EATI-4ING APPROVED HOUSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS BOX, APPLY TO FAc EDGE: APPLY E—Z 5EAD OVER &C MIN GRADE "D" FELT —PROVIDE: SEALANT AT ALL JOINTS AND INTERSECTIONS 1/I6" ZIP SHEATHING, SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING, WRB LAYER "I, STUCCO WRAP WR5 LAYER "2, FORTIFISER 5UILDING PAPER METAL LATH -1/a" TEXTURI=D FINISH • WOOD -FASTEN TO WOOD STRUCTURAL MEMBER ® 'T' O.G. MAX 7b' TON MID -WALL WEEP SCREED b' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING, FINISH MASONRY B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) ST #1 5TF #3 •o•o•o•0 o •o.o•o 0 •o o• o• .o •o o• O• •O •o o• o• •o .o o• o. .o •O O• o .e.o.e u .o•o•o•o NOTE: IF ZIP SHEATHING, SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURE:5 WR5 LAYER *I, STUCCO WRAP CUT "X" INTO SELF —ADHERING X MEMBRANE FLASHING > APPLY SELF —ADHERING MEMBRANE FLASHING OVER SOX AND OVER APPROVED WR5 LAYER +I eT #2 WR5 LAYER *I, STUCCO WRAP APPLY 60 MIN "-SELF-ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER 6ELF-ADSI4ERING FLASHING OVER APROVE:D HOUSEWRAP �- WR5 LAYER 02, PORTIFI5ER BUILDING PAPER ST F #4 ELASTOME:RIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 57EP #5 SfiEP #/o OELEC'g'RICAL RECEPTACLE 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 M 0. 4 F Q M BVHDIV. & LOT: CREEKSIDE LOT 65 PROJzICT# 04321.000 065R1 MODICL: 4EAB "1672- ARIA" GA6RAGE 81 D9G: LEFT PAGIC: WALL ASSEMBLY DETAILS t60 MPH EXP. C IF ARCHITECT: STATE OF FLORIDA MAY �15 Dp�; 05/25/18 BCAXM 1/4"=1'-0" BIZZT WOOD SHEATHING WOOD CONSTRUCTION 3/4" HAT CHANNEL W/%" TYPE "X' DI WOOD SHEATHING WR5 LAYER 01, STUCCO WRAP ' THICK, 3 COAT CEMENT PLASTER WR5 LAYER , STUCCO WRAP AMICO AM66-WFWC-780 CUSTOM CASING BEAD `. WRB LAYER M, STUCCO WRAP WR5 LAYER 02, FORTIF R 5UILDING PAPER i" THICK, 3 COAT MENT PLASTER 6' SAF, w TOP WEEP SCREED TO ING EHIND WEEP SCREED A I WAIN 12 u 0) 6' SELF-ADHEREING FLASHING WRAPPED w TOP OF WEEP SCREED TO SHEATHING 5ELOW _ WRB LAYER "I, STUCCO WRAP — WR5 LAYER 02, FORTIFI5 BUILDINGS PAPER 6' 5ELF-ADHEREINGa FLASHING: WRAPPED w CORNER OF CANTILEVER (SHOWN POP/CLARIFICATION OF NOTE: SEPARAT ACCESSORIES ONLY) IF ZIP SHEATHIN SYSTEM IS ASING BEAD INSTALLED, PLEA SEE DTL. @ CANT. MANUFACTURERS 10 A INSTALLATION PROC UREA SCALE: 1 1/2"=1'-0' NOTE - METAL LAiI4: LATN TO BE PER SEG?I R703.7.1 / AS?M C-847-09, MIN. 2.8 5. PER SQ, YARD 1U71L1?Y OR NOM AL L11�*H FOES NOT MEET SF=EGF AtIONS) NOTE: Y OD CONSTRUCTION IF ZIP 5HEAT INGS SY IS11 INSTALLED, EASE E MANUFACTU AS WEATHER RESISTIVE INSTALLATIONPROCEDURE 5ARRIER 01 3/4 RESILI T WEATHER RESISTIVE HAT CHANNEL 5ARRIER *2 VINYL CAS BEA ,y J' THICK, 3 COAT CEMENT PLASTER 5/8' TYXE " JVWALL METAL LATH COAT CEMENT VINYL CASING: BEAD 11D DRIP EDGE INSTALLATION NOTE - IF ZIP SHEATHING SYSTEM IS INSTALLED, PL.EASE SHE MANUFACTURERS INSTALLATION PROCEDURES 5/8" TYPE 'X" DRYWALL W/TEXTURED < PAINTED FINISH J" THICK, 3 COAT CEMENT PLASTER VINYL CASINGS 5EAD ancW (SHOWN FOR CLARIFICATf OF SEPARATE ACCESSORIES Y) WOOD CONSTRUCITON -WEATHER RESISTIVE BARRIER M -WEATHER RESISTIVE 5ARRIER "2 f i' THICK, 3 COAT CEMENT PLASTER �MEETTApLgLµATH �I�{� (��99*T*/fbL,LL�ZpPp.+F�+RRAIA>�� ir�'s 8r5TEM HEADEEp PEA! TANLF. BFECSJ VINYL CORP. 4' POSITIVE DRAIN WEEP SCREED NO GA P IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXT. OD FRAMED WALL SUB-FLOO ECKINCz gV GA. GA PRE-ET1GS'D 5S FINISH LAYER l2 LAYER METAL DRIP ED EEL C STICK) SET IN FULL 5 OF WEATHER RESIST( 6' EL < ' 5ARRIER PACE FRO DRIP WEATHER RESISTIVE Stl Go RIP FACE TO t X 5ARRIER 02 EDGS O P THICK, 3 GOAT GEMEN �` 7 DECK PLASTER Y RIES METAL LATH Y4 11Cs FOR BACKER WOOD SHEATHINGS I �"XI 314" PT SIMULATED R E SEALANT WOOD (TREX) LER, INYL CASING 5EAD CONTINUOUS } EXTERIOR GRADE DRY WALL 4" POSITIVE DRAIN $" THICK, 3 COAT CEME WEEP SCREED Q PLASTER VINYL CORNIER BEAD N AP FIE VINYL CASING: BEAD (SHOWN FOR I ATION OF SEPARATE ACCE IE5 ONLY) EDC-E DR4INACzE PLANE (ORB LA" -ER #1, STUCCO UJRA1=) UJRB LA*T'ER #2 (r-ORTIFIBER - - - - - BUILDINC; PAPER) METAL I LATH x x x x STUCCO UJOOD SHEATHING OR 11fro" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) SELF: -ADI4ESIYE FLAS14ING min WATER PROOFING I WEATHER RESISTIVE LAYER (2 LAYER L E\- 5ARRIER 01 STICK) WRAPPED F WEATHER RESISTIVE BALCONY DECK t0 5ARRIER 02 CANTILEVER ARAM a 6" PEEL t STICK w p1=CK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SU5 FLOOR EDGE ®® 3" X 3' 26 GA. GSALV. METAL DRIP EDGE SET IN FULL 5ED OF I XI 3/a P.T. OR I At SEALANT, Y2" MIN. WOOD ITREX) FI E PAGE FROM DRIP CONTINUOUS FACE TO TREX INY CASINIn B A Y4" GAP FO ROD 4 SEAL W TER PROOFING: let FINISH LAYER AYER LA R (2 LAYER PEEL i PEEL t STICK) STIC WRAPPED FROM 3/4 RESILIEN 5ALC Y DECK TO HAT CHANN CANTiL R VINYL CASIN A in THICK, COAT CEMENT PLASTER METAL LATH 5/8" TYPE " .., DRYWALL WOOD SHEAT Cs WEATHER RE51S VE WlCEXTURE < PAINTED FARRIER 01 FINISH WEATHER RESISTI i" THIC 3 COAT CEMENT 5ARRIER 02 PLAS R 4' POSITIVE DRAIN VINY CORNER FnPAP WEEP SCREED VL)(YL CASING 5EAPNO OAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION 2x FRA" IING MEMBER $" THICK, 3 GOAT CEf, PLASTER 2 1/2" FA SHEATHING It AX. 71 j B LAYER 01, STUCCO WRAP OOD SHEATHING MET LATH WR5 LAVE FORTIFIBER 0 Ya GAP FOR SACKER I u ROD E SEALANT Il i VINYL CASING BEAD WATER PROOFING IatYER LAl2 LAYER PEELt STICK)raa ron' " PEEL t WOOD SHEATHINGS WR5 LAYER *I, — STUCCO WRAP :OLUMN SHEATHING: WEATHER RESISTIVE BARRIER +M WEATHER yswrIvE BARRIER 02 W SAP. \'\ —PEEL 4 STICK .--I Vx3" "L" FLASHING: FULLY EMBEDDED IN ROOF CEMENT ,I V X 3" 26 GSA, GSALV. METAL DRIP EDGE SET IN FULL 5ED OF SEALANT," M SPACE FR RI FACE TO T9§iiX I ' I R SIMULA W (T X) FILLER, us ,4' FOR SEALANT OPT ACKER ROD. J M PlED 90 /4 RESILIENT HAT CHANNEL WEATHER RESISTIVE 5ARRIER "1 WEATHER RESISTIVE BARRIER "2 EXTERIOR COLUMN -COLUMN SHEATHING �6' SAP. -1 VxV 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 15' X 3' 26 GA. GALV. METAL DRIP EDGSE SET IN FULL 5ED OF SEALANTA" MIN. SPACE FROM DRIP 'FACE TO TREX VINYL CASING: BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM \ANTILEVER ALCONY DECK t0 K, 3 COAT CEMENT ER 5/6" TYPE 'X' DRYWALL \ `METAL ATH RED E PAINTED FINISH WOOD 5 ATHING FINISH " THICK, 3 COAT CEMENT 4" POSIT11 PRAIN PLASTER WEEP SCRE NO CsAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARPI TION OF VINYL CASING: BEAD SEPARATE ACCESSOR 5 ONLY BALCONY DRIP 11C EDGE INSTALLATION @ COLUMN ( W/" L" FLASHING) SCALE: NTS NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ,n /— WOOD 5HEATHING WR5 LAYER I'2, ORTIFISER 5UILDINCa PAPS \ METAL LATH J' THICK, 3 COAT CEME PLASTER Ea"SELF-ADI-4ERINCx FLASHING: DRIP GAP r 5UILDING PAP WINDOW FLANGE ORNER BEAD FR E CORNER BEAD (FASTENER E 5PAGING m -I" O.G.) 1 A ]g1C®RN_ER BEAD -. 11 JI_A' 'www, ' V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MA50NR'y' (?P B ]LO C KK WR5 LAYER #I, STUCCO WRA WR5 LAY *2, FORTIRBER BUILDIN PAP(=R META ATIH $° T ICK, 3 COAT CEMENT ASTER WR5 LAYER "I, STUCGQ� WRAP }I} WR5 LAY 02, TIN R = BUILDIN METAL LA i" THICK COAT CEMENT ' PLESST 6'S LF-ADHERING: F 5PING i t DRIP CAP WINDOW FLANGE \CASING BEAD � WINDOW 15B) (FRAME. NO BAND) 1441 N. RONALD REAGAN BLVD. LONGWOOD', FL 32750 PH: 407-774 6078 FAX: 407-774-4078 www.a bdesigrngrou p.com AA #: 0003325 ti w w r w 0 F q F A ti euBDIY. & LOOT: CREEKSIDE LOT 65 PROJECT# 04321.000 065R1 MODEL: 4EAB "1672- ARIA" GARAGE EWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA E PRINT DATE: 05/25/18 8CALE: 1/4"=1'-0" SHEET W0013L SHEATHING WRB LAY "I, STUCCO WR WRB LAYER "2, IFIBE BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER ro'SELF -ADHERING FLASHING V INY�ANGLED CASING CASINGBEAD DRIP CAP WINDOW FLANGE NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD 5HE,4TH1 WRB �OAI'IER4 STUCW P /TAL R 02, FORTIFIBER APER H COAT CEMENT PLASTER 01, CURB LAYER 02, FORTIFNE BUILDING PAPER METAL LATH " THICK, 3 COAT CEMENT PLASTER — ro 'SELF-AD+-IERING� FLASHING — \\ DRIP CAP WINDOW FLANGE CASING READ @ WINDOW C (]FRAME, W/B AND) 15 SHEATHING METAL LA WRB LAYER #1, STUCCO WRAP WRB LAYER #2, FORTIFIBE BUILDING PAPER �" THICK, 3 COAT CEMENT PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD MOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES UJOOD e�4EAT Y4" GAP TT-F J" tl-IIGK, 3 COAT G Nt C_45NS BEAD PLASTER TO TRIM METAL LATH X -L ER 02, FORTIFIi3ER I ING PAPER OOD SHEATHING a —WRB LAYER 01, WRB LAYER "I, StUGGo WRAP STUCCO WRAP 0 CASING BEAD roll SEL DHERE ING FLASHING PEEL d STICK SIDING TO S TUC CASINO- BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER "1 TPER RESISTIVE 9A IER 02 §46x� ' L1- SIDING / / Wes% FL.ASµING DHERINCs 6' SELF -AD ING - FLASHING ,G _ ` I AT ER RESISTIVE 5ARRSTARTER STRIP— / \ WEATHER RESISTIVE BARRIER 02 DO NOT CAULK OR I S/ 6' SELF -ADHERING SEAL OPENING / PLASHING \ ' GALV'D METAL GALV'D METAL �' I "Z' PLASHING "Z' FLASHING DO NOT CAULK OR I Y' X 6' SIMULATED SEAL OPENING W(�OD TRIM MEMBER ` STUCCO GASI 6" SIMULATED I W�OD TRIM MEMBER \ SEAL GAP W/CAULKING / OR APPROVED SEALANT S CO CASI SIDING TO STUCCO @) BLOCK TO FRAME 1 G A TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R-703.7.1 / ASTM C-5-47-09, MIN. 25 L55. PER SQ. WARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ------------------ / SEALANT WINDOW 2X FRAMING MEMBER R $kl WOO CONSTRUCTION BEY 6' SELF- HERING ! I ` FLASNI ! CO UJRAF WOOD SH THING WEATHER STIYE I HER RESISTIVE - BARRIER w // \ BRIER M TO LAP i i WEATHER RESIST[ 02 / / / \ 6' MIN. ABOVE TOP OP 7' FLASHING i )C ' III p WRB L,��R #2, �ORTIFIB R b54R15R� %/ REYEALPSIDINCs vE }� I 5 1 L D 1 N.Cz PAPER DHERING WEATHER �SISTW \ U FL SPIW4 PLASHING WEATHER RESISTIVE r �r AL L A I STARTER STRIP / \\ \� / ; i GALV'D METAL I D(7� NOT CAULK OR I i W FLASHING - - I I Jam/ * q� II Ti 4 1 CK 3 COAT C 1" f I �l I 6AL OPENING \ DO NOT CAULK OR / � SEAL OPENING (EXPLODED 8 /'' VIEW FOR S R GALV'D METAL 'Z' PLASHING WEATHER RESISTIVE BARRIER $1 TO LAP CLARITY) I Y4' x 6' SIMULATED WOOD TRIM MEMBER 1 6' MIN. ABOVE TOP Z FLASHING E-Z BEAD VINYL CASINfs I Y4' X (P' SIMULATED (Wl%o FLEXIBLE PYG / I i UIOOD TRIM MEMBER BACKER ROD) \ / " SELF -ADHERING HERING I I i I SHING FLASHING \ \` lfi' THICK, 3 COAT SEAL AP W/CAULKING CEMENT PLASTER OR AP VED SEALANT � u�etu�r� Alatly� WEATHER RESISTIVE — BARRIER m CASING BEAD Ca) RAISED WEATHER RESIST BARRIER "2 RAND (FRAME) SIDING TO STUCCO 1 7 SCALE. 1/2"=1' c9) FRAME TO FRAME In TRANSITION ROD) 'N RESISTIVE :02 SEALANT WINDOW FRAME FLANGE 2X FRAMING MEMBER BUILDING WRAP s ----------------------------- ill TRICK, 3 COAT CEMENT PL ASTE R METAL LATH d� E-Z BEAD VINYL CAI (W/3/s' FLEXIBLE PVC WRB LAY 02, FORTIFIBER 5UILDINOF PAPER ROD) WRB LAYER *I, UCCO WRAP, WRAPPED AR ND FRAMING VeR HE51VE FLASHING ATHING W EXPLODED LARITY ------------- --------------------------------------- " THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER SucD UILDING PAPER SHEATHING WRB LAYER #I, STUCCO WRAP roll WIDE PEEL 4 STIC OVER FLANGE E-Z BEAD VINYL CASING CW/-3/a" FLEXIBLE PVC 8AC APPLY FULL BED OF SEALANT FLANGE 4 BUILDING WRAP ROD) , , , I i . L,,Iffill.I I1 `` AN I,, I IIIM _ lO WIN DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING OR 1/I6' ZIP SHEATI-HNG SYSTEM (INSTALLED PER MANUP. SPECS.) SELF-ADHESIVE FLASHING — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroup.com AA #: 0003325 J [Ica �w `. 0 F 0. U w q F A suBDrv. de LOT: CREEKSIDE LOT 65 PROJECT# 04321.000 065R1 adODEIc 4EAB "1672- ARIA" GARAGE BVfMG: LEFT PAGE: WALL ASSEMBLY ]DETAILS 160 MPH EXP. C DA 05/25/18 8CALE: 1/4"=1'-0" SHEET CUT HC At 4W MODIFIED "I' CUT N HOUSEWRAP LINE OF WINDOW- OPENNG APPROVED HOUSEWRAP OVER SHEATWNG OVER WD STUD WALL STEP I INSTALL 6' SELF -ADHERING FLASHING OVER NAILIW3 FLANGE At JAMBS EMEND FLASHING MN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP 6 NOTE: IF Z f f 5H ATH f N 5�ST �l 15 fNeTALL ID, FOCI a APPLY jr LASHING ER JOINT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 N y U W O W U y A h A Cti ti MGM & LOT: CREEKSIDE LOT 65 PROJECT# 04321.000 065R1 adODELa 4EAB "1672-ARIA" GARAG IC ®W'MG: LEFT PAGE: WALL ASSEMBLY LDETAILS: WINDOW FLASHING 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE: 05/25/18 OCALM 1/4 ®I�ET A5 \ 2x(o SUB -BAND W/I°x4" NOTCH e END, WRAPPED IN i=1=1=1 E STICK DRIP EDGE 7/8" TEXTURED FINISH 6 WOOD 1/2" TEXTURED FINISH 's CMU METAL F2 I� I` I� II I ` 2x6 sue META(_ FASCIA � O WRAP Ya" FROM STUCCO, I" FROM WOOD WALL EXTERIOR WALL ` (FRAME OR CMU) \\\ NOTE: NOTCH FOR 2Xro \\ SU5 BAND ONLY \\ 1 DEL�v�rt�oN ROOF KICK OUT REMOVED FOR CLARITY ` ROOF DECK (BEYOND) \ ` DRIP EDGE, 1" OFF WALL I- NOT INTO STUCCO) ``1-1/8" TEXTURED FINISH WOOD, 1/2" TEXTURED �i FINISH a CMU 2x& SUB -BAND W/1"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTUREP FINISH 0 WOOD, I/2" TEXTUREP FINISH B CMU MI=TAL LATH LUCOD SHEATHING OR CMU UJR5 LAr1=R 01, STUCCO IURAP (FRAME ONLr) WRB LATER 02, FORTIP15ER BUILDING PAPER (FRAME ONLY) ROOFING CI=MENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP 5HEATHING 5`rSTEI 115 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION SUB BAND DETAIL C WALL x x x x x x x x x' x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x - PRE-ENG'D TRUSS TO 5E CUT IV x x x x x x x x x x x x x WALL LINE TO AvOI% CONTACT x x x x x w--w,- x x x x x x W/TEXTURED FINISH x x x x x x x x x x 2 "x4"x4' -0" x x x x x x x x x x ' 6CA55ED t0 TRUSS x x x x x x x x W/12d NAILS oil-allx x x x x O.C. MAX. x ,--'- -w w 2x SUB -BAND W/1Y"x4" NOTCH 6 END --' ' ' METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL Cap WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" 45OVE 50TTOM OF DRIP EDGE 2x SUB -BAND W/I2"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING LT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" A50VE 50TTOM OF DRIP EDGE 2x SUB -BAND W/t! "x4" NOTCH m END, WRAPPED IN PEEL E STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 rq w y c U W 0 F U w A >9vsa=v. a� LOT: CREEKSIDE LOT 65 PROJECT# 04321.000 065R1 MODEL: 4EAB "1672— ARIA" GARAGE ®WMC;: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA v np�: 05/25/18 BCAXM 1/ EMMET MINN*,