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Home My WebLink AboutBUILDING PLANSA R C H I T E C T S • STATE OF FLORIDA CERTIFIED BUILDING D.R. HORTON HOMES CONTRACTOR: 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 11040W1KIMwaym0011 Nwrk? CONTRACT DOCUMENTS. BLVD. 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. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 2017, 6th EDITION -FLORIDA FIRE PREVENTION CODE 6TH EDITION -NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION -ALL LOCAL AND STATE CODES • OCCUPANCY — RESIDENTIAL, GROUP R3 • CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS B • BASIC WIND SPEED — Vult,=160 MPH Vasd=124 MPH • EXPOSURE — C • 1—STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES BY. A/C ADJ. ALT, A'• BD. CL CAB. CLG. CLR. CONC. CPT. C.T. D. DBL. D.G. DIM DDd. DISP. DP. DR. D.S. DTL. D.W. EA. ELEV.A. EQ. Err. F.G./FX . F.G. na FLUOR. FR. DR. FTG. GA. GAR. GAR. DISP. G.F.I. GL. GYP. BD. H.H. H.C. HDR. HGT. OR HT INSUL. INT. ABOVE AIR CONDMONING ADNSTABLE ALTERNATE AMPERAGE BOARD CENTER LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC THE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DLSHWAM EACH ELEVATION EQUAL EXTERIOR FIXED GLASS FUEL GAS FOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARAGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. LUM. M.C. MFR. MIN. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR. P.T. R. ROD. R.A.G. REF. RM, R.O. sm. S.H. SHT. SHTHG. sm. sue •. SL GL, SID. sWs SC TEMP. TEL T.O.C. T.O.P. T.O.S. TYP• U.N.O. V.P. W. W/ WD. WDT. W/H W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING GLASS STANDARDPG �sI�N All SOLID CORE TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON REV, DATE DESCRIPTION SHEET # DESCRIPTION -- Ol 31 14 BID SET ISSUED PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG Cl—COVER PAGE GN—GENERAL NOTES 1 —FOUNDATION PLAN IA —DOWEL PLAN 13—LINTEL SCHEDULE 13.1—SAFE LOAD TABLES 2 —FLOOR PLAN 3D—ELEVATIONS "D" 4D—FRAMING PLAN 4.1—CONNECTOR SCHEDULE 5—ELECTRICAL PLAN 6—HVAC PLAN D1--FOUNDATION DETAILS/SECTIONS D2-1—STORY WALL SECTIONS & DETAILS D3-2—STORY WALL SECTIONS DETAILLS D4—MISC. DETAILS D5—PRODUCT APPROVALS WA1—WALL ASSEMBLY DETAILS WA2—WALL ASSEMBLY DETAILS WA3—WALL ASSEMBLY DETAILS WA4—WALL ASSEMBLY DETAILS WA5—WALL ASSEMBLY DETAILS —WINDOW FLASHING WA6—WALL ASSEMBLY DETAILS —SUB —HAND -- 02 27 14 CONSTRUCTION DOCUMENTS COMPLETE -- 06 02 14 RANEY TRUSS ENG. 160—C ELEVATION C STD. ONLY -- 06 05 14 RANEY TRUSS ENG. 160—C ELEVATION "D" STD. ONLY -- 07 31 14 RANEY TRUSS ENG. 160—C OPT. LARGE LIV. & LANAI -- 07/01/15 FBCR 5TH EDITION (2014) CODE UPDATE SQ.FT. CALC. S LIVINGS 1612 SQ. FT. GAGE 4332 Sa. PT. ENTRY 38 SCa. FT. LANAI 96 SCa. FT. TOTAL 2238 SQ. FT. A/C, VOLUME 14713.1 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W W Chi W 0 F Q V W A h A Cti SVHDIV. ee LOT: CREEKSIDE LOT 34 04321.000 034R1 �sODEU 4EAB "1672— ARIA" GAitAGIC SVMG: RIGHT PAGBM COVER PAGE 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA 29 DAT]i 05/24/18 SCALJC:1/4"=1' 0" Fzit.:H:4a CI 5T. Lu E ur REVIEWED FOR 11 PLANS ANU SITE OR NO DIVISION "eE—EPT ON ]OB (S) WILL BE MADE FILE COPY 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS, A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 II, ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VI I. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF C. ROOF LIVE LOADS R301.6 I. *`MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6OF THE FBCR6TH 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 L BASIC WIND SPEED II. EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VULT=160 MPH, VASD=124 MPH C 0.85 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 12301.2.1.2 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 THP SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL- PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11, THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR 310.2.1. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR 310.2.1. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 6TH EDITION (2017) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR20-MINUTE FIRE -RATED DOORS PERR302.5.1 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/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2-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. COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/". 4. PROVIDE 69/o AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS, LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-11b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF 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 3/ INCH, REFER TO FBCR 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R606.2.11. OF THE FBCR 6TH EDITION (2017) E. APA - THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb=1,100PSI Fv=175PSI E=1,400,000PSI 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/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING OR 7/16 ZIP SHEATHING SYSTEM. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL.PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL, UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 6TH EDITION (2017). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH 1/,' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, REINFORCING STEEL 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 6TH EDITION (2017). ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION 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" G. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: i I. #11 AND SMALLER 3/" 6. BEAMS, COLUMNS i I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1%" 7. DO NOT CUT OR DISPLACE REINFORCING STETOACCOMMODATE 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, %" 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-C926-11 a & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1 063-1 1A & R703.7 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 - 1 1A 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), A R C H IT E C Ti 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a b d e s i gn g ro u p. c o m AA #: 0003325 h w w U w O h a w a F q 2 8 TSDIV. de LOT: CREEKSIDE LOT 34 PROJECT* 04321.000 034R1 MODEL: 4EAB "1672-ARIA" GARAGE 871ING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE: 05/24/18 SCALE: 1/4"=V-0" 0: I I A R C H IT E C T S DOWEL LECzEND ■ CONT. VERTICAL DOWEL TO LINTEL COURSE SECURE STRAP TO UNIT W/ (2) •Sx1 1/4 A/C SHT P"ITL SCREWS UNIT SIMPSON WE, ROLL STRAP OR EQUAL SECURE STRAP TO CONC. CONC. W/ (2)-3/Ih'X2" SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD a 12" PROM STRUCTURE -111 2" V.T.R. r<I 1/2" I2 I \ 1/2" 2' I r11/2' TU5 I IILAV KITCHEN SINK W/ AUTO VENT 2 " V.T.R. '� 11/2" I I/2'� ��I 1/2' 2 11/2" �� I I I/2°----—T 2„ 11/2" 2 IWASHER WC.� . I LAV. LAVsHWR 1 � I � 0 PLUMBING RISER DIAGRAM 24'x241IX12" CONIC. PAD W/3-05 BARS E.W. ON CHAIRS MIN. 3" COVER 351-01 12'-0" 26'-3" 31_�I� EXTEND END OF: PVC _ CHASE UP 12" ABOVE S COND. CONIC. PAp ; HP DI DI/2" 41 uL SLAB I SONI O i O'-0" PIN. ELEV. 10 FIN. GONG. SLAB ■ I / PI 3 I/2" �D / / r = 411 — 24"X24"XIV Cl CHASE�/ PAD W/3-S BARS E.W. ON CHAIRS // ■ MIN. 3" COVER 19 -01, / F_ N � / =3 N \ 10 I / n I 4' GONG., REINF. W/ fc'x6" *10� q r // ■ WWII ON 6-MIL POLY ETHYLENE Z3 VAPOR BARRIER ON • WELL -COMPACTED CLEAN n TERMITE TREATEMENT SHALL BE BORA-CARE '0 // 1" PVC CHASE �� ■ FOR ELEC. TO // Ln `J ISLAND // 0 II L -J LAV. SHWR PAN — — r \ W/ENCL h 0'-0' FIN. ELEV. PIN. co1Nc. SLAB 0 1 / I ■ EXTEND SLAB 1 1/2" I I ICI (�) LAY. C2-j `1-43 XI-0 2X6 WA—LL'�- -9 g 10'-7 I EXTEND SLA5 1 1/2" -31/2" 40'-0" PIN. ELEV. F — — Q I FIN. CONC. SLAB I ■ ■ ■ ■ L--j II II r--� iAv.- }/ 51/2" -, <u �� 1 HB Luk 5 cJ r DI 501 AS REQ. 0 PER 5LDCs. CODE 5 201 6l a 0 DI I rj I DI ■ g ■ EXTEND FTG. UNDER WALL 4' GONG. i' ENTRY COLS. SLAB I I ----� I -(I/a" J pl FOUNDATION PLAN NOTES- - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEvATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF R3113.1 OF THE P5CR ii EDITION (2011) 4" CONC. SLAB IN GDesin rou Inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w U W 0 F 4 U W A F C ti �VHDI`T. de LOT: CREEKSIDE LOT 34 PROJECT# 04321.000 034R1 MODEL 4EAB "1672- ARIA" GARAGE SWMG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE: 05/24/18 SCALE: 1 /4'p —1' — 0" SHEET I 25 _a, 23'-8" PI'-o" e. DO WEE L PLAN 3'-51 DOWEL LEGEND ■ CONT. VERTICAL DOWEL TO LINTEL COUR6E A R C H I T E C T S 71 61 Design 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 0 F U W A F A C: 39VHDI`T. dt iAT: CREEKSIDE LOT 34 PROJECT* 04321.000 034R1 ldODEU 4EAB 1672- ARIA" GARAGE BVMG: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA Y 2 Dr,itiNT -I A05/24/18 SICALE: 1 /4"=1' - 0" 811MET ko 1A IKA — L— 2 L— 2 L 3 (2) 3052-SH (2) 3052-5H EGRE55 -ECxRESS L-1 L- 2 LINTEL SCHEDULE NOTE: THE LINTELS MAY 5E SU55TITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG; AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED <4F4ZTm<4n'GT't LINTEL SCHEDULE — L— 2 L— 2 L 3 (2) 3052-SH (2) 3052-5H EGRE55 -ECxRESS L-1 L- 2 LINTEL SCHEDULE NOTE: THE LINTELS MAY 5E SU55TITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG; AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED <4F4ZTm<4n'GT't LINTEL SCHEDULE LINTEL NO. LENGTI4 TYPE COMMENTS L I I-'-4" 8F28-15/IT L 2 "I'-6" SFI6-15/IT L 3 12'-0" 8F16-I5/IT L 4 9'-4" SF16-15/IT L 5 7'-6" SP24-15/1T L 6 4'-6" SF16-054T L 1 4'-6" SRFro-05/IT I RECESSED I Imim"m l000m EWA UV lmiuw I ARCHITECTS 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-77, 4078 www.a bdesigngrou pxom AA #: 0003325 W w U y. 0 h w q F F; fl steno a7 CREEKSIDE LOT 34 PROJECT# 04321.000 034R1 MODEL: 4EAB "16`72-ARIA" GA %AGZ 8'WnKQ: RIGHT PAGE: ]LINTEL SCHEDULE 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 2,9 DATE: 05/24/18 BCAL L- 1/4"=1'-0" SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS 4^"4494" GRAVITY TYPE LENGTH 8U8 8F8-OB 8F12-0B 8F16-0B 8F20-OB 8F24-OB 8F28-OB 8F32-OB 8F8-1B 8F12-1B 81`16-1B 8F20-1B 8F24-1B 8F28-1B 8F32-1B 2'-10" (34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 3'-6" (42") PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 6039 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 1 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 T-6" (90") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 1 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. 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 NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4" (232") PRESTRESSED N NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'-4" (256") PRESTRESSED N.R.NR NR NR NR NRMNR NR 183 330 610 940 13402110 22'-0" (264") PRESTRESSED N NR NR NR NR NRNR 160 300 570 870 12501970 24'-0" (288") PRESTRESSED N.R.13 NR NR NR NRNR 130 240 470 720 1030 1350 1610 8" PRECAST & PRESTRESSED U-LINTELS Csss 1111 UPLIFT LATERAL TYPE LENGTH 8F8-1 T 8F12-1 T 8F16-1 T 81`20-1 T 8F24-1 T 81`28-1 T 8F32-1 T 8U8 81`8 8F8-2T 8F12-2T 8F16-2T 81`20-2T 8F24-2T 81`28-2T 8F32-2T 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 1141* 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 sot* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 10'-6" (126") PRECAST 716* 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 11'-4" (136") PRECAST 666* 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0" (144") PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 486 818 1209 1514 1799 2086 13'-4" (160") PRECAST 500* 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 14'-0" (168") PRECAST 458* 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 14'-8" (176") PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 15'-4" (184") PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 228 329 542 791 1072 1381 1676 17'-4" (208") PRESTRESSED 188 236 361 464 567 670 774 N.R. 255 188 276 449 649 874 1121 1389 19'-4" (232") PRESTRESSED 165 207 313 401 490 578 667 N.R. 204 165 239 383 550 736 940 1160 21'4' (256") PRESTRESSED 145 186 278 356 433 512 590 N.R. 172 142 212 336 477 635 807 993 22'-0" (264") PRESTRESSED 140 180 268 343 418 493 568 N.R. 161 137 205 322 457 607 771 947 24'-0" (288") PRESTRESSED 127 165 244 312 380 447 515 N.R. 135 124 186 290 408 538 680 833 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS `'AW-CaMI GRAVITY TYPE LENGTH 8RU6 8RF6-OB 8RF10-0B 8RF14-0B 8RF18-0B 8RF22-OB 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 3053 2982 3954 4929 5904 6880 1827 3412 4982 6472 7947 9416 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 6516 5450 6411 6'-8" (80") PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1677 1 2933 4100 6730 8177 6707 T-6" (90") PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609 5492 6624 5132 9'-8" (116") PRECAST 371 420 834 1253 1071 1342 1614 1886 535 928 1497 2179 2618 3595 2875 8" PRECAST W/ 2" RECESS DOOR U-LINTELS <^Wr1*M UPLIFT LATERAL TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-IT 8RF22-IT 8RF26-IT 8RF30-'T 8RU6 8RF6 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (5211) PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 1244 1519 2339 3170 4008 4850 5696 4'-6" (54") PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1455 2240 3036 3837 4643 5453 5'-8" (68") PRECAST 924* 1172 1795 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 5'-10" (70") PRECAST 896* 1138 -1742 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3497 4106 6'-8" (80") PRECAST 778 882 1513 2042 2573 3107 3642 830 1100 778 956 1468 1987 2509 3035 3563 7'-6" (90") PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 849 1302 1762 2225 1 2690 1 3157 9'-8" (116") PRECAST 533* 1 433 808 1123 1413 1 1704 1995 516 614 533 1 527 1009 1369 1728 1 2088 2450 TYPE DESIGNATION 8F16- NOMINAL WIDTH J NOMINAL HEIGHT F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 1 B/1 T L QUANTITY OF #5 REBAR AT TOP *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR J Q U a 00 LO '2 V w 2 J cz_ C O z #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR Y ° C.M.U. ee a a l 6 °. GROUT I 7-5/8"ACTUAL 8" NOMINAL WIDTH #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) SAFE LOAD TABLE NOTES MATERIALS GENERAL NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled 1. f'c precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. lintels must be reduced by 20% if bearing length is less than 6-1/2". 2. f'c prestressed lintels = 6000 psi. 2. Shore filled lintels as required. Safe loads far all recessed lintels based on 8" nominal bearing. g• 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated. 4. Concrete masonry units (CMU) per ASTM C90 wi 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 U360 vertical deflection, except lintels 17'-4" and 5. Additional lateral load capacity can be obtained by the designer by providing Field rebar per ASTM A615 GR40 or GR60. longer with a nominal height of 8" meet or exceed L/180. addional reinforced masonry y above the precast lintel. 6. Prestressingstrand per ASTM A416 grade p g 6. 7. Bottom field added rebar to be located at the bottom of the lintel cavity. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 6. One rebar may be substituted for two #5 rebars in 8" lintels only. 270 low relaxation. 7. 7/32 wire per ASTM A510. p 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. Mortar per ASTM C270 type M or S. 9. Safe load ratings based on rational design analysis ACI 318 and ACI 530 per g g y p 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. A R C H IT E C T Design p 10U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i 9 N I W U W 0 F a i; A F ti BVHDIV. de LOT: CREEKSIDE LOT 34 PROJECT* 04321.000 034R1 MODEL: 4EAB "1672-ARIA" GARAGE 81 MG: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C DPLUqT ATE:: 05/24/18 SCALE: 1/4"=1'-0" SHEET GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CAtAGORY° SU15JECT TO DAMAGE FROM WINTER DESIGN TEMP' ICE BARRIER UNDERTLAYMENT REQUIREDh FLOOD HAZARDB g AIR FREEZING INDEX ` MEAN ANUAL TEMP' SPEED (MPH) TOPOGRAPHIC E= FE:CT5' WEATI 4ERINCs° FROST LINE DEPtI Ib tERMftE NA 160 C NA NEGLIGA15LE I NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH F15C R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5C R302.10.5 C OWONENT AND CXADDNC WIND LOADS WO WIND E7PMW FOR 3 SECOND OUSTS OPEOW SOUAFE ZONE 16D MPH WO NO REMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA S.G.D. MIN. T2 5 30/-3-t CRITERIA 8010 O.H.D. 56 5 30/-38 160-t0 O.H.D. 112 5 25/-35 SOFFIT N/A 5 31A0/-38.8 -6829/ IF ROOF TILE N/A 3 -5829 APPLICA5LE 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 R302.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. WALLS k t ' ed i I ILr " GABLE ROOF$ Pet S), 3 Axx � :304.8 trim, I degree w, 0_0 17 5 ram, a,-- 4:feet in all cases.. GABLE ROOF$ 0 :S 1.00 k � 304 HIP RCS 100 < % 30d FIGURE A301,2(7) COMPONENT AND CLADOM PRESSURE ZONES 12'-011 2ro1_811 1'-4 (2) 3052-SH HP (2) 3052-81-; EGRESS I � fill LANAI DINING OWNER'S 8'-8" cLG. ROOM SUITE a'-8a'-allcLG. 8'-8' CLG. I � II (B_4 21-� 3 _ 131-Pil (2) 3052-SH I r� 9'-2" 5'-I0" 3'-4" 31T10" 61-6" PROVIDE p5L STUD N EA. END OF KNEEWALL ry' V. -S IR-ISH I II q I b36 1 � GREAT ROOM I IL _ I ! I-sII s CLG. I I II ab36 z � I a,� W.I.C. I I I e N z I c1�811L I II A — -- II 1024 b36 I C IR-ISH KITCHEN 8'-8" CLG. 8 WC AI-4u 4 •Y " -0 E! -- ✓ d ICJ _ 45" 4 }- BDRM #3 2X8 1 ,v 17 ARCH � 8'-8' CLG. 3-614 0. LAV. BATH � 8'-8" CLG. r I ��o I O � a LAV. G .y-�' ?•8 `� 411 LAUN. I O 36'x60" SHWR. PAN 3-SH L CLG. — — C IR-ISH WH. BATH `' 2 I I I I F 22 x54 j S -all > Ili I I L ACcess BOLLARD (` /J < AS REQ. PER 5LDG. CODE WC. I I II_ I ------ N V. FOYER 3s 68 8'-a° CLG. GARAGE 8'-8' CLG. 6'-E" 2'-4" 3'- v Lit ENTRY BDRM.#2 Mt' 8'-8" CLG. I r (2) 3052-SH EGRESS I6'-011X11-011O.H.D. ■ ails 2�_0�11 &'-4" 2'-S" 2'-0" 3'-1011 8', �' �� 21_3111 13'-0' 4'-4" 111_011 81_4�� 19'-411 35'-all FLOOR 'PLAN NOTE: -2-8 LOUV. DOOR W/ AIR L-ANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE: GARAGE: AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/5" (35 MM) IN THICKNESS, SOLID ORHONEYCOM5-CORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. EXTERIOR MASONRY WALL 5RG. HEIGHTS W14WAIIIII11— Z. SQ.FT. CALC.'S LIVING 1612 50. Ft. GARAGE 432 SQ. FT. ENTRY 38 80. Ft. LANAI 96 5Q. FT. TOTAL 2238 SQ. PT. A/C VOLUME 14113.1 D5L=� TOP PLATE AR DETAIL ` %SCALE:: 1/2"0'-0" COARCH m I r E0. EG. Q VANITY O VANITY A R C H I T E C T S .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w y w w a U w A F A SLTBDIV: CREEKSIDE LOT 34 PROJffiCT# 04321.000 034R1 �ODE� 4EAB 1672— ARIA" GARAGE L411ING-. RIGHT PAGM- FLOOR ]PLAN 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA MAY- J 01 RO A A N A( AR NO 93723 05/24/18 SCALE: 1/4"=1'-0" 1 ON ARCH I T E C T S 8'-8" BRCS. PGT. L4111 ""wxk"a� TYP. 0'-0' FIN. F-R. REAR TEXTURED FINISH No N 0'-0" FIN. FLR - 01 ELEVATION v r � 12 <16 I OFF RIDGE VENT 8'-8" BRCS_ HCst. 8'-8' BRCS. HCmT. I1-oll 0" FYPON BKTIIXIi OR EQUIVALENT 14B wAs 4" RAISED TYP. BAND (TYP.) y. r � 0'-0' FIN. FLR 0-0" FIN. FLR I� OFF RIDGE VENT 12 �6 RIGHT ELEVATION TEXTURED FINI514 OFF RIDGE VENT ■ r LEFT E TEXTURED FINISH OFF RIDGE VENT LE d ATION EG. Eza 12 6 WA TYP.1 WA 7B W} TYP. I4 m II �� -II a FRONT ELEVATION TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER FBCR R103.4 8'-8" BRCx. HCst. T__� 0'-O' FIN. FLIP, -HGT, -4" - - 0'-0' FIN. FLR BLDG. HGT. FYPON BKTIIXI-t OR EQUIVALENT DECORATIVE BRACKET FYPON LVI2X24 OR EQUIVALENT W-8" BRCS. HGT. 61 RA15ED BAND (TYP.) APT. COACH LIGHT 0'-0" FIN. FLR MODEL 1672-ARIA AREA OF ATTIC = 2334 SQ, FT. NET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 2334 /300 = 7.78 SQ. FT. 7.78 = 1120.32 SQ. IN. MIN. REQUIRED VENTILATION = .4X 1120.32 N UPPER PORTION OF ATTIC = 448.128 SQ. IN. (BALANCETO BEPROVIDEDIN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT (net free area) TOTAL#OF VENTS REQUIRED = 3.90 TOTAL#OFVENTSPROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT(netfreel area) LINEAR FEET OF SOFFIT REQUIRI 64.02 N N I-4 (LOUVER DETAIL ri SCALE: In" = I'-0" Design YOU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 W U W a y A F ti SUDDIV. & LOT: CREEKSIDE LOT 34 P1iOJzCT* 04321.000 034R1 MODEL: 4EAB "1672-ARIA" GARAGE S11Rr G: RIGHT PAGE: ELEVATION 77 T 160 MPH EXP. C SCALE: 1 /4"=1' — 0" SHEET D c" > � � dl (fl lil ffl (��• BJI II II IJI � i II I I II II II 5J3 I II III EJ i I �J3 5J5 i = I I I - = BJ5 DETAL-20 ', AS III Aro A5 �-011 ,_oil r -0" �'g�� 61-011 &1-0 01a011 fL A4 =�—I = _ -o O A_3 �� C A2 =1 =�_ =1 1= _ Y<1 O� LU FL- JU LU z _Q N • 6 = AIA_ 22X5—_.4 — O0 ATTIC 3 Q y, YE o� z� A5 = = = vv�-C — m >r Q AbD A- 148D — GL >- 3J5 = II 4 5J3— F�UG410 i3JI q = _ II i II EICsE 2 8 B 1'-011 3 '-0" 3'-011 a'o" a,'-0" 3'-emu 31 -emu '1_011 3'-emu Q GABLE AND IX IAG �p w i j l3RAGINCs BTM. GHOIRD SEE DTL. 14' 5IRACINCs, SHEET 02 11•P FRAMING PLAN A R C H I T E C T S 6 1 Design Grouin�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 lu w a F U W A h A ti RUSUM ae LOT': CREEKSIDE LOT 34 PROJECT# 04321.000 034R1 MODELa 4EAB "1672-ARIA" GARAGE 93WDM: RIGHT PAGE: FRAMING PLAN tt 160 MPH EXP. C Dp�; 05/24/18 9CAr ,- 1/4"=1'-0" BiiEET 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" (8) 10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4" (2) HTA 16-18 2430 (2) META-16 1985 (12)10d x 11/2" 1-PLY, EMBED 4" (10) 10d x 11/2" 1-PLY, EMBED 4" 1900 (10) 16d 2-PLY, EMBED 4" (14) 16d 2-PLY, EMBED 4" HTA 16 1870 HETA-16 1810 (10) 10d X 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" HTA 20 1870 HETA-20 1810 (10) 10d x 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4' Z (2) HTA-20 2430 {2) HETA-20 2035 (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 LUGT-2 2260 LGT-2 2150 ELK (5) 1/4"x 3" Wedge -Bolt+ Anchors, WOOD (16)10d (7) -1/4" x 21/4" TITEN, WOOD (16)16d Q DHTA-20 2430 DETAL-20 2480 (16) -10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE (18) -10d x 11/2,1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE MUGT15+ 4175 MGT+ 3965 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD) (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD HUGT2+ 9790 HGT-2+ 10980 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD HUGT3+ 9860 HGT-3 + 10530 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD LUGT-3 3525 LGT3-SDS2.5 3285 CONIC (4) 3/8" X 5" Wedge -Bolt+ Anchors, WOOD (12) WS25 (12) SDS 1/4"x3" TO GIRDER, (4) 3/8" x S" TITEN HD TO WALL LPTA 1510 PARALLEL TO WALL 1470 PERPENDICULAR TO 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) 5J8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SDS 1/4"0" HUGT 7185 (2) VGT 7185 (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8) 10d (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SDS 1/4"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 j (16) 10dX 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" LSTA12++ 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 I (14) 10d MSTA-24++ 1640 MSTA-24++ 1640 (18)10d (18)10d a < MSTA-30++ 2065 MSTA-30++ 2050 (22)10d (26) 10d (22)10d MSTA-36++ 2065 MSTA-36++ 2050 (26)10d KSTI236 3890 MSTI-36 3800 (36) 10d X 11/2" (36)10d X 11/2" KTSI248 5140 MSTI-48 5065 (48) 10d X 11/2" (48)10d X 11/2" LFTA6 1210 H6 950 (16) 8d x 11/2", (16) Ed) (8) 8d 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 525 IN F1 @ 160% A34 515 IN F1 @ 160%" (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. HHCP2 800 HCP2 645 (10) 10d x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE (12) 10d X 11/2" RT16A 1380 H10A 1140 (9) 10d x 11/2" TO TRUSS, (8) 10d X 11/2" TO PLATE (18)10d X 11/2" MUGT15 & PHD4A 4175 VGT & HDU4 4565 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (10)-SDS 1/4"x21/2" W/ THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15 & PHD4A 4175 VGT & HD7B 4940 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"0" TO WOOD, (3)-3J4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY PAU44 2535 6775 ABU 44Z 2200 6665 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC., (12)16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (12)16d TO WOOD PAU66 2380 16005 ABU 66Z 2300 12000 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC., (12)16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (12)16d TO WOOD LTS19+++ 1205 LTT19+++ 1340 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED) IN CONIC., (8)10d TO WOOD (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (8)10d TO WOOD LTS20B+++ 1100 LTT20B+++ 1500 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC., (10)10d x 1-1/2 TO WOOD (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (10) 10d TO WOOD = H745 4160 HTT4 4235 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONIC., (18)16d X 21/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONIC., (26) 16d X 2 1/2" Z HTT45 5005 HTT5 5090 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONIC., (26)16d X 21/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONIC., (26) 16d X 2 1/2" UPHD11+ 14395 HHDQ11-SD5 2 5+ 11810 (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONIC., (24) WS3 WOOD SCREWS . (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONIC., (24) SDS / x 2W WOOD SCREWS PHDSA 6525 HD7B 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONIC. (14) WS3 WOOD SCREWS (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (3) 3/4" STUD BOLTS TO WOOD TDX8 7870 (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC. (3) 7/8" STUD BOLTS TO WOOD NFM35X12U 2580 7130 MBHA 3.56/11.25 3475 5330 (1) 1/2"' 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 AT JOIST (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH EPDXY, (MIN.6.75" EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM HUS4121F 3060 2710(100%) HUSC412 (WOOD) 3635 2660(100%) (10) 16d TO HEADER, (10) 16d TO WOOD (10)16d TO HEADER, (10) 16d TO WOOD 3325 (125%) 3265 (125%) UJ HD4101F (CMU) 1950 5000 HUC410 1800 4500 (18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO "" TAPPER+, (10)10d TO WOOD (18) 1/4 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU, (10)10d TO WOOD: Q = HD210-21F (CMU) 1950 5000 HUC210-2 {CMU) 1800 4500 (18)1/4"" x 3"" WS3 SCREWS, (10)10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD (18) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d 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 2-3/4" 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) 3J8 x 4 TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4)1/4 X 2=1/2 SDS SCREWS TO WOOD HIGH STRENGTH EPDXY = USP CIA -GEL 7000-C. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS, + WHERE ANCHOR EMBEDMENT IS GREATER THAN 7" DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/GROUT. ++10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. N Lu +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE S", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE T' ~O 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 STRUCTURAL CONNECTORS 2015-2016. SOFFIT SHALL COMPLY WITH FBC R703.1.2.1 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MITEK-USP OR EQUAL, U.N.O, 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * FOR OPEN WEB TRUSSES - TRUSS TO MASONRY/CONCRETE SHALL BE HTA16 (INCLUDING 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 -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. 5. HEADER SPAN CHART & MINIMUM WALL & HEADER STUD REC, ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN 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 MAX1000 SF. COMPARTMENT PER 2017 FBC RESIDENTIAL -SECTION R302.12. 9. REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS & DETAILS. HEADER SPAN CHART SINGLE STOR'r APPLICATION SIZE CLEAR SPAN DBL 2 D131- 2 D5L 2 D5L 2 x 6 x 8 x 10 x 12 UP TO 5'-4' V -4' TO 'T -0' 1'-0' TO 10"-0" 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR Sf=AN D5L 2 D51- 2 DBL 2 D5L 2 x 6 x 8 x 10 x 12 UP TO 5'-0' 5'-0" TO ro'-4' ro'-4" TO W -O' V-0" AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS F AXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO " N.O. 4'-11 1/2" rt'-11 I/2" AND UP NUMMIER OP HEADER STUDS SUPPORTING END OP HEADER I 2 3 NUMBER OP PULL LENGTH STUDS AT EACH END OF HEADER I 2 3 2 x 12 (02 SYP) 1/16' 058 NAIL (3) 12d m roll-8" O.G. TYP. 2x12 BM./HDR. A R C H I T E C T Design r®up"Inc. 11 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w � II w 0 F a U w A F A BTJBDrv. dC LOT: CREEKSIDE LOT 34 FIWJZCT# 04321.000 034R1 a[ODzL 4EAB "1672-ARIA" GAAACTi 8'i 11111WE O: RIGHT PAI I CONNECTOR SCHEDULE 160 MPH EXP. C aaT;�: 05/24/18 OCALM 1/4"=1' - 0" 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —(—� 125V CUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET In OF OUTLET WIRED TO SWITCH GFI 110V OUTLET EQUIPED WrARNP FAUL INTERIPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION CxFI UTLE OUTLET A`lt'EI�611�rERT SWITCH SWITCH 3-WAY OPER u/4 SWITCH 4-WAY OPER I WALL MOUNTED LIGHT CEILING LIGHT \Ol Vp PROOF VAPORGHT RECESSED GAN WALL SCONCE �. PRE -WILD VENT. PAN I a" PER SQ. Fr. VENT. PAN W/LIGHt I Cl PER SQ. FT. V FIX UNIE CSF'EG'8 TBD BY 1 2-15U1-15 WRAP AR7UND _ T FLUGRIE CENT 4'FLUORESCENT 4' TRACK LIGHT F-Q--ram—n-t PANEL METER O S.D. BA4A BACK-UP gp LyARpy� SMDKE DETEGtoR WALL MOUNTED BAT". SACK -UP SD. SMOKE DETECTOR W/ 14AF DWM ® $/CO CAROM MONOXIDE SMOIlz DETECTOR COMA BATT. BACK-UP W/ I-4AI®WIRE INTERCONNECTED SHALL BE A DISTANCE OF N07 LESS THEN 4' PROM WALL PENDANT LIGHT NATURAL GAS CUTLET ► TELEPHONE JACK WP WATER HEATER TOWEL�tEpEL�VATE DISCONNECT MINLIS. AFF A� AIR CONDITIONING DISCONNECT �—� TV. I TELEWSION JACK CEILING BOX REQUIIlilm TO ISE SUPPORTED IN O J-BOX A000110 ANCE W/ BOX MARKED AS SUCH FOR CEILING FAN/LIGPT (ACCORDANCE W/ BOX MARKED AS IXJCH FOR FLOOD LIG4 4T OPT. SECURITY KETPAD P.B. PUSH-BUTTON FOR CHIMES . �• UGB PORT • LOCATION OF TV JACKS E PHONE OUTLETS FANS TO BE VERIFIED ® HOMEOWNER PRE -CONSTRUCTION MEETINGS. • ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TH EDITION (2011). • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GF:1 a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5014 FBCR 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRINGS METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCRFBCR 6TP EP (2011)(2011). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR6THED(201-0. 5MCIENCY) 201'i 6th EDITION R404.1201'i eth EDITION R404.1 W CEILING MTD. LIGHT TO BE \ INSTALLED, PROVIDE \ J-BOX FOR J� Of=T PAN CIILI GREAT ROOM I•� PRE -WIRED \�, CLG FAN \ \ \ E BDRM. #3 M \ PRE -WIRED \ CLG FAN \ I BDRM.#2 PRE -WIRED CLG FAN SWITCH IN CABINET DINING ROOM i z n RO ►•:. OWNER'S SUITE / ' PRE -WIRED / CLG FAN HOOD WIRE W OUTLET FOR ,'FUTURE MICRO. --� / � W.I.C. 7 lu-� iR \� L- — J 0. BATH GFI Vvv LAUN. r / Q \ C1 �['I y�( 0 �GF1 L FI - Cxl=1 g 42 GxFI 4a 4"d Lyjp�, \ 141 c> WALL MOUNTED \\ LIGHT W/SWITCH \\ IN ATTIC KEYLESS JU FIXTURE s=16 Z METER CLGa.OUTLET q FIELD \ OHD !L VERIFY IRRIGATION LOG. P.5- - - GARAGE OUTLET in CHIMES \ \) 48" A.F.F. I � CSFI 'ENTRY ------ -----— 10110 OPT. COACH \ i LIGHT A/ � II CsARACsE I DOOR I \ I I \\ II II II � i r, !FOYER 1H] LIF]CTRUCAL IPLAN WP Panel MAIN -A PANEL: 8/16 vvp 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 Space#12Irrigation Blur Pole Wire #12 Exterior Receptacle GFl for'R1G 1200 1 2 JrO Pump 1000 3 4 Space 5 6 4680 A/C C.U.-1 30 2 #10 Space 7 8 PANEL -A PANEL: 42 crI breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 1 1/2" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C. Wire Pole Blur Description Watts Circuit Circuit Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 # 12 1 20 Microwave / Hood GFI 1800 _ 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 # 12 1 20 Refrigerator GFI 1500 7 8 # 12 1 20 Dining Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath GFI Receptacles 1200 11 12 1500 Dishwasher GPl 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 Lts & Receptacles GFI 20 1 #12 Space 23 24 900 Owners_ Suite AFCI 15 1 #14 Space 25 26 900 Owners Bathroom AFCI 15 1 #14 Space 2i 28 1000 Exterior Lights and Rec .GFI 20 1 #12 Space 29 30 1000 Irigation controls only 20 1 #12 Space 31 32 Space Space 33 34 Space Space 35 36 Space Space 37 38 Space #8 2 35 A/C AHU-1 (Heater 5 KVA at 65 h 5120 39 40 Space 41 42 Space Load subject to demand factor calculations / line 1 15400 27700 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 43100 First 10000 watts at 100% 10000 Remaining watts at 40% 13240 Total A/C load 9800 10% for future growth LOAD CALCULATION IS BASED ON NC NON -COINCIDENT LOAD Total Connected Load Watts 33040 Total Amps (watts / 240 volts) 137.7 General Lighting & Receptacle Load Total A/C Square Feet 1672 General Lts & Rec 3 W / Sq. Ft. $016 Hi -Hats 1 at65W/Li htat100% 65 Total General Lights & Rec (Watts) 1 5081 Ckts#1 watts/ckt Total watts General Lts & Rec Panel A 81 635 5081 lam A'"?P ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH EDITION (201-T LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 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 IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 3"2/0 CU, THWN + 1% CU IN 2" CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG:.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO OM O PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT - 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6TH EDITION (201'1)(2011). 5/8'' DIA X 8 FT LONGS COPPER CLAD GROUND ROD A R C H IT E C T; 1441 N. KUNALU KtAUAIN tSLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w 1 1 W U `. 0 F a U rr Q F h BVHDZV. & LOT: CREEKSIDE LOT 34 PltOJMCT# 04321.000 034R1 MODEL• 4EAB "1672—ARIA" CA %ACE 811INC: RIGHT PACE: ELECTRICAL PLAN 160 MPH EP. C DATE: 05/24/18 SCALE: 1/4"=1'-0" SHEET 5 1 I LANAI I � I GREAT ROOM BDRM._#3 I IOX6 75 GFM IOX6 120 GFM 9' DINING L-- i II— i ROOM 12X12 12X12 10X6 120 CFM II 1 77" 1 IL_ — 1 -77 IOX6 120 Crmv KITCHEN t Y:__ I IOX6 12' I � I I I— I II I IOX6 15 CAM �- II 11 FOYER ENTRY OWNER'S SUITE 12x8 115 CFI" I 5' �5 CFM �Oo 0.RA BATHoL 00 24 IIII 4 r,45 J MASONITE LOUVER _ PLANTATION 41 150-04 2'6 I MAX AIR ` — — —� 584.15 GFM HVAC PLAN GARAGE 0 ARIA EQUIPMENT 5GI-4EDULE 2.5 TONS MFCs CARRIER G.U. 25H13G530A,030* A.H.U. FX4DN(5,F)031L HEAT 5KLU SEER 15 SEER TOTAL GAP 28400 ELECTRIC 208/230/IHP 5RKR G.U. 30 A.H.U. 35 REF LINES 3/4" t 3/8" ti w w U w a F a U W A F SVBDIV. de LOT: CREEKSIDE LOT 34 PROJECT* 04321.0001 034R1 MODEL: 4EAB "1672-ARIA" GARAGE BVMWO.- RIGHT PAGE: HVAC FLAN t60 MPH UP. C DATE: 05/24/18 SCALE: 1/4" =1' — 0" (U 5 REBAR VERTICALLY W/ CONC. POUR CELL BEE ENERGY CODE FORMS FOR INSULATION R-VALUES TEXTURED FINISH a &• CALL c, I I,2' GYP. W.- BD. WOOD BABE S 4' XIU4 I LED W/ 6'XL' W1,4XWA U)LF OR OR PIBERMEd4 ON 6-MIL. VAPOR RETARDER ON p WELL -COMPACTED CLEAN FILL. • , TERMITE TREATMENT TO BE BORA-CARE APPLIED AT FRAMING. z IQ w E L 4' . m" 4' (2) 5 RIWAIR ON CHAIRS 1—STORY FOOTING W/ BLOCK WALL 1 SCALE, I/1'.P_(L• -,Gl `4' CONC, REV_ W/ i'xb' WI.4XWIAO LLLLM ON �1 W' i-MIL POLY ETHYLENE VMOR I'TARDER E 4" GN DELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CAPE !U 5 REBAR ON CWAI" 4 THICKEN EDGE SCALE: In'.I'-0' ww f z ro a 4 6'X6' WL4XWA IL rol U AE. F TEAL-CCOMPAC EEA PPCLEAN 5 REBAR ON O4AIR& w 4' 4', 1—STORY FOOTING 4A AT FRONT PORCHES T' w � l a °>5]b WlM . ON 6 POLY ETHYLENE VAPOR ER ON WELL -COMPACTED CLEAN TERMITE TREATMENT &HALL BECARE) . a ON CHAIRS 0. 4', GARAGE STEP—UP • RL.B.W. • 1LIFT �■� •• Sc LE j w TOP 9 4' CONC. REINFORCED W/6'X6' ° WL4XWI.4 WLP OR FI91ERME814 ON £ a 6-MIL. VAPOR RETARDER ON LL70 -cOMNAGTEp CLEAN PILL. �� RYE TI�ATMENT To BB -CARE APPLIED AT FRAMI z Q L 4„ �. a, 4' !3) 5 RE ON C 4AIR& 9 2—STORY FOOTING 13 W/ BLOCK WALL SCALE: In"=1'-0' (U 5 MBAR SET IN SIMPSON HIGH STR1014TH EPDXY 6' EMBED. MIN. t 4' CONC. WINF. W/ b'xb' WIAXWL 0 a - WLM ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON • • WELL -COMPACTED CLEAN PILL TERMITE TI11EATTMIENT SHALL BE BORA-CARE TYP. RETROFIT FOR A OMITTED DOWELS ATE &tuD W/ + O.C.MAA X �� Z h+1 2&00 PSI + 28 DAYS BLAB REINFORC♦=D W/ 'LATE TO SLAB W/ J' D. t WASHER �' PLATE TO SLAB W/ li&d _. _... _. _. _7 W/ 2' WASHER T' D. II L + OC MAX. NAIL • 32' O.C. MAX I" Nc=+l Imo" r 6 X 6 - W1.4AVA IUWM. • 32' OC MAX I 4 . FEINFORCED W/ 6'X6' WIAXWIA (� WU.F FIBERMESH ON 6-MIL. VAPOR RET R ON UEL.L-COMPACTED CLEA FILL. TE TE TREATMENT TO W 4° I'-m' 4' BORA-CA APPLIED AT FRAMING. B•Ct)'S REAR CHAIRS 1—STORY FOOTING %1 AT L.B.W. (W/ UPLIFT) (v SCALE: I!/'•I'_m: C s 4' CCNC. REINF. W/ 6'x6' WL4XWL40 UJIM ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN 4' -' FILL TERMITE TREATMENT SHALL Me HORA-CA GARAGE STEP—UP 5 NON —BEARING 4' AXWiI irARD Mr POLY EY VAPORER CLEANFLLMITE A ALL BE BORA-CARE ARAGE STEP— NON— BEARING EXTENDED STEP SCALE, In'.I'.0' //—SECURE P.T. BT, PPJJ�� TO W/ / 1n'XM' AJGFIOT ED. MIN.11�922;; OC ETMBM , ' . W/ 6'x6' WL4XWAR UWM ON -M LY ETHYLENE VAPOR R ON WELL -COMPACTED CLEAN KI It6 TREATMENT 8HALL BE i a CAM '/ (3) 5 R ON CHAIRS r _C ARAGE STEP— UP 2—STORY L.B.W. 6 EXTENDED FOOTING SCALE: 1 n' - I' -0' E bLAB I In' CURB HE 8 I/2' &6 z= r IEIrf=. W/ 4,'x6' WIAXWL40 WWM ON b-MIL POLY ETHYLENE VAPOR - FIETARDER2 ON UELL-COMPACTED CLEAN TERMITE TREATMMENT SHALL BE i( B CANE (2) 5 RE ON G-IAII" LAB AT GARAGE 7 SERVICE DOOR E= I '.I -0 NOT USED • POURED LINTEL CONT. lTYPJ IU46WM 6' CMU FILLED CELL (TYP.) 2X WALL FRAMING(4)X'Xt' AW-44OR BOLT6 a (4)IYXY' J-BOLT& MM.S'EMBEDMENT W/ 2'X2'XVe' AND NUT SPACED EVENLY PRO FLOOR TO BOND BEAM. MET IN JONT6 PRIOR TO PILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE REtRCPIT) EXT. /INT. FRAME WALL TO r�1 BLOCK WALL CONNECTION \1rJ I SCALE, In'-F-C' 1 4' RFORCED W/ 6'X6' WIAXWL4 WLLF OR FI SH ON 6-MIL VAPOR RETARDER WELL -COMPACTED CLEAT FILL. TERMITE lVATmMNTTo BE BORA-CAR= A ID AT FRAMING:. (3) 5 REBAR ON C44IMS 2—STORY FOOTING �1 AT L. B. W. SCALE: I12"=I'-0' HE014T OF GARAGE VARIES WITH SLOPE 16' O.C. MAX PRE MIT L O W/ }'xM' 2' Y' EMBED. • IM !XY D FOR EXPANSION aai ° :ONO REINFORCED W/ 6'X6' WIAXWIA :106 ESH ON 6-MIL. VAPOR w BETA ON WELL -COMPACTED CLEAI PILL. 1E TIE: TREATMENT TO BE APPLIED AT PRA•UNG. (2) 5 MBAR IRS GARAGE STEP—UP 6 L. B. W. W/ UPLIFT SCALE, •STBMWALL TO BE MIN. 3 COURSE& REBAR VERTICALLY W/ C24Q POWNREP CELL e' cm z L 0- NOTE, OPTIONAL USE OF CONCRETE CJAW + GARAGE WALL& TO Be DETERMINED BY &E BUILDER BY DIVISION. STOP w CURB HEIGHT VARIED I w }Z ip 0 a 4' CONG REINFORCED W/ 6'X6' WL4XW.4 WIF OR PIBERMEBH ON 6-MIL VAPOR RETARDER ON WELL -COMPACTED CLEAN a. FILL. TERMITE TREATMENT TO BE MORA-CARIE APPLIED AT FRAMNG. z 4 -0 ,4 (2) 5 REBAR ON CHAIRS, m li np 1—STORY FOOTING 8 AT GARAGE .r��' lk� GONG REINFORCED W/ 6'X6' WAXWIA l OR FIBERMES 4 ON 6-MIL. VAPOR z w' RE ER ON WELL COMPACTED CLEA FILL. ITE 11REATMENT TO BE 4" q, BORA- APPLIED AT PRAMING 6�� (2) S IREBA CHAIRS 1—STORY FOOTING �1AT L B.W. (W/ NO —UPLIFT) 61MP80N 8P4 • ' O A) HEIGHT CP GARAGE 6E!-UI� BT. LA O W/ }'x9' VARIES WITH SLOPE '�O' 2' •R T' EMBED. MIN • OC MAX. 'EPDXY D FOR EXPANSION REINFORRCED W/ 6'X6' WIAXWIA OR FIBERMEBH ON 6-MIL. VAPOR z K ER ON WELL -COMPACTED 0-EA L FILL. ITE TR=ATMENT TO BE APPLIED At MRAMING 2 C (3) 5 REBA CHAIR& GARAGE STEP—UP 6A 2—STORY L.B.W. W/ UPLIF l SCALD: 1/2"=1'-0' (V 5 14EEIAM I Y W/ CONG. CEL 8' cmu L Q OF • GARAGE VI TERMMED BY STUCCO DIVISION. STOP VARIES N w w s > z F d L ro 4' CONC. REINFORCED W/ •'X6' WIAXWIA w + y�F OR KIBERME8H ON 6-MIL. VAPOR a IRL= IRDER ON WELL -COMPACTED CLEAN r• FILL. RMITE TREATMENT TO BE BORA- APPLIED AT FRAMING z 4 8 _ 8 4 (3) 5 R= CHAIRS 2 _©. roo 2—STORY FOOTING � At AT GARAGE SCALE: 1 n' = I'-0' CAULK AND SEAL GAB LINE 'y tNOT USED I i' PVC SLEEVE 1 FOR GAB LINE 0 U a, cMu �In' DRYWALL WOOD BABE 4 a GAS LINE THRU BLOCK �i V In' RADI OR E 2 z wp Wa " 4 N ® ® > 12' MPL i • • I FOR L L 3 STAIR DETAIL STUDS 16. i I`E TO SLAB W/ 10d • 32. CC, MAX 7/"O�L.B.W. (2) 5 REBAR CHAIRS GARAGE STEP—UP B W/NO UPLIFT SCALE: 1 /1' - I' -0' GRADE 'xi' WIAXWIAO WIN -MIL ETHYLENE VAPOR .y/ ME WELL -COMPACTED w� CLE F TERMITE TREATMENT SHALL ;r O 4' , 8' s' ,4" -CAC£ 2'- 4" 5 REBAR ON CHAIR& 9 C CRETE PAD E_ 6' 8 .DaTRACK N .-FINISH FLOOR w Q a. d d a II 1 O SLAB AT S. G. D. SCALEt FIN. FLR (2),93 MBAR ON CHAIRS 2-STORY (3)5 REBAIR ON CHAIRS (1) 5 MBAR VERTICALLY W/ C INC. POUR CELL SEE ENERGY CODE FORMS FOR INSULATION R-VALUES &' cm 1/2' GYP. LLl. BD �1 NOT USED IR➢ '� REINF. W/ 6'x6' WAXWIAO WWM ? 6-MIL POLY ETHYLENE VAPOR TARDER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT &HALL BE -CARE iW (2) 5 R ON CHAIR& L O4" I' 1• ^' u I-B GARAGE STEP—UP 2—STORY L.B.W. W/NO UPLIFT @E�UENDED FOOTING 'cALE: In'=r-0' RECESS TOT¢ v GARAGE DOOR e, 4' CONC. REINF. W/ 6'xb' WL4X UL40 WLM CN 6-MIL POLY ETHYLENE VAPOR RETARDER ON -ID" WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE (I) 5 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING RECESS GALE. 1'=1'-0' TIE VERTICAL RESAR TO HORIZONTAL REBAR W/ le. HOOK TIE VERTI( GROUTED BOND BEAM t0 NORIZG C I MBAR W/ . VARIES PER ELEv. - as A a Q" I .. ' z WOOD BASE >_ < NOT USED L Q ul 4' C 1%r REALW/ P. 6'xb' WIAXWIAO WUM c w ON 6-MIL POLYETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN 0'-0' FIN.R 0FL L FILL TERMITE TREATMENT &HALL BE BORA-LAIR: TIE VERTICAL Rt R aM TO HORIZONTAL (3) i a REBAR W/ 10' HOOK (2) 5 DEBAR + 1-STORY 5 IREBAR + 2-STORY a o OUTSIDE RMARTO ISE Z' 6' PVC CHASE THRU FOOTING CONTINUOUS - L r U - e (1) 5 VEItT. DOUEL -q q LAPPED W/ BOND BEAM (U RE®AR N. (3 (2) Ob CORNERS L W2/ 8' LAP MIN. _ ,�. m U (2) 5 MBAR ON CHAIRS .' I' TTIN. A 4 !3) 2-STORY ON CHAIRS L P REBAR HORIZONTAL/VERTICAL PIPE THROUGH Ky1 REINFORCING REBAR LAP AT FOOTING TYP. REBAR LAP 1—STORY FOOTING B C AT LINTEL CORNERS W/ BLOCK WALL_ D SCALE: IR'=1-0' ` 122'.r-0' ALL ]EX'rERIOR FOOrI'ERS AT FIIL;ISI-j SLAB'S TO 13E MIN. 12" BELOW U3�ZIDISTUR]BEI] SOIL PER ELEV. BOND BEAM NNOUT REOUIIRED INSPECTION 0'-0' FIN. PLR /HORIZONTAL/VERTICAL REINFORCING AT qr_p_)LBEARING CHANGE SCALE: In'=I'-0' CONTROL DATE: 07/01/151 A R C H I T E C T S Design Grou lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774M4078 www.abdesigngroup.com AA #: 0003325 siili w cnl r U w 9 F 0. U W Q F Q h stmDIV. ale LOT: CREEKSIDE LOT 34 PROJECT# 04321.000 034R1 MODEL: 4EAB GARAGE G'ARAG•E 8 W11� V: RIGHT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C rRngT DA 05/24/18 DCALE: 1 /4"= l' — O" SIIMET D 1 FIBERGLASS SHINGLE- OVER 030 FELT PAPM INSTALLED PER F5C1 RR905.1.1 ON 1" O.S.E SHEATHING OR }" CD: PLYWOOD SECURE! PER FASTENEI SCHEDUL PRE-ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT 1=M15ED. STRAP VERIFY W/ TRUSS PLAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY w zn ry ro� O I —STORY ICaLALE: iEE ENERGY CODE FORMS FOR JSULATION R-VALUES GYPSUM BOARD OR J" HIGH TRENGTH CLG. 5OARP 0NC. FILLED LINTEL 5LK W/ lU REBAR CONTINUOUS 'RECAST LINTEL -E ENERGY CODE FORMS FOR SULATION R-VALUES JINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REIBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS o 16" O.G. 8' GMU 1/2' GYP. WL. 5D. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER F5CR RR905.1.1 ON J" 0.5.5. SHEATHING OR J' 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 MA50NRY w/ 1/2"x9" A.B w/ 2" DIA. WASHERS, -t" MIN. EMBEDMENT WITHIN 8' OF EA. END, 32" O.G. MAX IN FIELD. GONG. FILLED LINTEL 5LK. W/ (1) 05 RE5AR CONTINUOUS PRECAST LINTEL 5/8" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY t0 MASONRY (1) S RE5AR VERTICALLY W/ GONG. POURED CELL 8" CMU 1—STORY �o GABLE BLOCK~ � WALL SCALE: 3/4" = I' -0" 2x4 BLOCKING BETWEEN TRUSSES At FIRST FIVE BAYS 4'-0" O.C. (AT SHEATHING SEAMS) STIPPBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE AND CONDITION) PRE-ENG WD. TRUSS 24" O.C. MAX. CONT. 2x4 RAT RUN SECURED W/ (2) 12d'e m EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. 50ARD IX2 FIRE -STOP SEE ENERGY CODE FORMS FOR INSULATION R-VALUE5 WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS .-CAST GONG. SILL P.T. FURRING STRIPS w 24" O.C. 1/2" GYP. WL. 5D. WOOD SASE ZX4m SEGUR= TO BLOCK W/ 2X4= SECURE 70 BLOCK TAPCONS OR DRIVE PIN SECURE TO BLOCK W/ V TAFIC PIN OR DRIVE PIN (MIN. SHANK 617E .10 OR DRIVE PIN TARCOSSSHANK (MIN. SHANK SIZE MIN. HEAD SIZE (IN. SHANK .145 .145 MIN. HEAP 61YE 300 r I V MIN. EMBEPMENT I Y1) WITHIN a' of EACH END 4 MIN. HEAD SIZE 300 - MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1)4,) NOTE: STRUCTURAL 2X MUST BE e' CMU NOTE: STRUCTURAL 2X MUST BE to' Or SPACWu WTHIN W OF EACH END < NOTE: STRUCTURAL 2X MUST BE WITHIN 8' OF EAGH END 1 ON OUTSIDE 1 SECURED 'DRYWALL -MAX ON OUTSIDE 1 8ECURM THROUGH 10' O.C. MAX SPACING. OUTSIDE < SECURED 8' Or- MAX SPACINCs TI-IR000 H NON-STRUCTURAL I'X4' OR I'X2' P.T. NAILER 2X6m NON-STRUCTURAL %' TAPCCN SECURE TO BLOCK WR-%' MIN 1-4' S I DMEX-r INTO 2X6 TW THROGG9-I NON-STRUCTURAL i6,' TAPCON MIT I-Ys' ENbEph�Nt SECURE *EC1R`c t0 BLOCK T CK I-Y<' EMBEDMENT INTO BLOCK INTO BLOCK ❑ Ix4 P.T. OR °ls X4' MIN. H SECURE R Ole FRAME 1 TAPCONS OR DRIVE PIN BLOCK SECURE TO BLOCK INTO BLOCK W/1-114' TAPCONS OR EXTEND 1 INTO BLOCK (MIN. SHANK SIZE .145 MIK HEAD SIZE 300 , CMU W!!-%' TAFGONS OR DRIVE PIN DRIVE PIN (MIN. SHANK SIZE J4G ❑ W/ %' TAPGONS OR DRIVE MIN. EMBEDMENT I YEN K' DRYWALL (MIK SHANK SITE .145 8' CMU MIK HEAD 61YE 300 e' CMU ' PIN (MIN. SHANK SIZE .145 WITHIN S' GP EACH END 1 18' O.C. MAX BPACIY4C+. 'X4' OR I'XJ' P.T. NAILER MIN. HEAD 812E 900 MIK EMBEDMENT I Y4') 'DRYWALL MIK EMBEDMENT 1 Y4'> DRYWALL I'X4' DIQ I'X2' P.T. NAILER MIN. HEAD SIZE 300 2Xbm ❑ WITHIN S' OF EACH END 4 ❑ 'X4' OR I'X2' P.T. NAILER WITHIN 6' OF EACH END 1 IVOr- MAX SPACINCxEl MIN. EMBEDMENT 1-Y4 SECURE TO BLOCK UM'J-i(.' 7(r' OsB. X 4' MIN. 18' OC. MAX SPAGIWSo ZXem 70, CAM. X 4' MIN. WITHIN a' OF EACH END 1 IV O.C. MAX SPACING TAPGONb OR DRIVE PN (MIK SHANK 81YE VE (MI DOOR �'W' 2XSm SECURE 6EGIUR`c t0 BLOCK WR-11fc' DOOR CA61NCs SECURE TO BLOCK W/1-1/4' DOOR CASING 0 HEAD SIZE 9®0 MINDOOR DOOR JW'IB OR WINDOW OR DRIVE PIN TAPC0* OR DRIVE PIN !MIN. SHANK SITE DOOR CA81NG DOOR JAMB OR WINDOW JAMB OR WINDOW MIN. EMBEDMENT I ATTACH TO 2X PER !MIN. SHANK 912E .145 DOOR JAMB OR WINDOW .145 MIN. HEAD 817E 309 ATTACH TO 2X PER ATTACH TO 2X PER MMIUFACTUREB DETAILS. WITHIN V OF EACH END 1 MMWFACTUR-ES DETAILS. B' OL. I'1Ax SPACNCx MIT HEAD SIZE 300 MIN. EMBEDMENT I A') ATTACH t0 2X PER MANUFACTUR-ES DETAILS. MIN. EMBrDMENT I Ya') MANUFACTURE6 DETAILS. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB WITHIN 8' OF 6PACEACH END / 18' O.C. MAX BPACINCs. NOTE: SHIM AS NEEDED TO PLWI9 WITHIN W OF EACH END 1 18' O.C. MAX *PACING. NOT)=' SHIM A8 NEEDED V PLUMB JAMB [DO NOT EXCEED Ya ) JAMB (DO NOT EXCEED Y4,) JAMB (DO NOT EXCEED Ys') JAMB !p0 NOT EXCEED 41) DOOR JAMB TO HIAC11 +3 4 OR +5/4 DOOR JAMB TO BLOCK +1-16/11 TO BLOCK DOOR JAMB TO BLACK +3" WINDOW TO BLOCK +9" DOOR JAMB TO 1M CK +9-7/18" WINDOW TO HIACK +9-7/1*' �\ WDJDOW TO BLOCK +9/_ 4 +1-IS/10 '^` WINDOW — �. 3J8'=r_0: rn� �JSCALE: 3/8 •I 0 l"'JfiGAi- : 3/0 SC E: 3/S'=1'-0� ZSEECURE 2X4,. SECURE TO BLOCK W/ SECURE TO BLOCK W/ ib' wCu TO BLOCK W/ si(`' DRIVE PIN 2X4a SECURE TO BLOCK Wd4' TAPCONS OR DRIVE PIN TAPO" OR DRIVIB PIN IMIIKSSHAW SIZE TAPCONS OR DRIVE PIN (MIK SHANK SIZE .146 (MIN. SHANK SIZE MIN. HEAD BI2E 300 SHANK SITE .10 MIN. HEAD SIZE "0 .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN MIN. MIN. HEAD 617E 300 MIK EMBEDMENT 149 WITHIN 8' OF EACH END 1 18' O.G.AX MIK EMBEDMENT I Y4') WrTI-4IN V OF EACH END 4 18' OjC. SPACINCx. NOTE, STRUCTURAL 2X MUST MIN' EMBEDMENT 1 Y.i) WITHIN 8' OF EACH END 1 NOTE, BTIe,IGTURAL ZX MUST MAX SPACING. 8' OF EACH END 1 I*' O.C.O NOTE, STRUCTURAL 2X MUST 7)(6� BE ON OUTSIDE 1 9ECUt4MD IS' O.G. MAX STAGING. BE ON OUTSIDE / SECUR`=D MAX SPACING. BE ON OUTSIDE 1 SECURED SECURE t0 BLOCK THRD1Xs+4 NCH-6TRLIGTURAL 2X6m THROUGH NON-STRUCTURAL ZXB:m SECURE TO BLOCK W/J-%' 2X6 SECURE TO BLOCK W/2-%' tHROUCsH NON-bTf�K7URAL )6' TAPCON MIN. I-Y4' W/2- ' TAPCONS OR ' TAPCON MIN. I-Ya' EMBEDMENT INTO BLOCK SECURE TO BLOCK W/1-1/4' TAPCONS W TAPCON MIN. 144' EMBEDMENT INTO BLOCK TAPCONB OR DRIVE PIN TAPO" OR DRIVE PIN EMBEDMENT INTO MOCK DRIVE PIN (MIN. SHAW, SIZE J48 OR DRIVE PIN (MIN. SHANK *IZE (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 (MIN. SFIANK SIZE .145 MIN. HEAD 612E 300 MIN. HEAD 81YE 300 a, GMU .145 MIK HEAD 612E 300 MIK EMBEDMENT 1 Y4') MIN. EMBEDMENT I YV WITHIN a' CMU MIN. EMBEDMENT 1 X') �X MIN. EMBEDMENT I Y49 8' CMU WITHIN V OF EACH END 1 18' O.G. MAX 9PAGING- W CMU K' s' OF EACH END / 60' OG. MAX OPACINCs 14' DRYWALL WITHIN 8' OF EACH END 4 18' OC. MAX SPACING. 41 OR ILL I'X4' OR 1'X2' P.T, NAILER WITHIN W Cle EACH END 1 18' O.C. MAX SPACING. %S' DRYWALL ❑ I'X4' OR I'X2' P.T. NAILER DRYWALL 2X8� I'X4' OR I'X2' P.T. NAILER ❑ 2X8:�4 2ND 2X SECURE TO 2X8m ' 2xe:m I'X4' OR I'kN P.T. NAILER SECURE TO W/Z-�)iu R CASING: SECURE TO BLOCK bT MEMBER SECURE TO BLOCK W/1-I/4' PT. X 4' MIN. SECURE TO BLOCtC WQ-i(i' OOR CASING BLOCK t OR PIN oNsSHANK W/J-%' TAPCONS OR 20RAL W!!2)kd WITHIN 8' OF EACH END 4 6' TO V O.G. MAX TAPCONS OR DRIVE PIN OCR CASING TAPCONS OR DRIVE PN IN. SIZE JA (MIN. SHANK SIZE DRIVE PIN (MIN. SHANK 817E .145 (MIK SHANK BIYE .I45 MIK HEAD SITE 300 DOOR JAMB OR WINDOW .148 MIT HEAD 817E 300 DOOR JAMB OR WINDOW MIN. ``K 61YE .145 MIK HEAD SIZE 300 GOR GAGING DOOR JAMB OR WINDOW MIK HEAD 612E 300 MIK EMBEDI'1ETiT I YS) DOOR JAMB OR WINDOW MIN. EMBEDMENT t Y4 l WITH, AT-TAGH TO 2X PER MANUFACTURES DETAILS. MIK EMBEDMENT I Ys') WITHIN 8' OF EACH END ! 98' O.C. TTACH TO 2X PER MANUFAGN�9 DETAILS. MIT EMBEDMENT I Y4') 1Y,4GFf TO 2X PER WITHIN *' OF EACH END 1 ATTACH 2X MR DETAILS. S' OF EACH END < 18' O.C. MAX SPACING. WITHIN 8' OF EACH END 1 MANUFACTURES DETAILS. 18' O.G MAX STAGING. MAX SPACING. 641M AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB 18' O.G. MAX 6PACIWf NOTE, SHIM A6 NEEDED TO PLUMB NOTi=, 8441M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') JAMB !DO NOT EXCI=ED Y19 JAMB (DO Nor EXCEED Yt) JM1lS (DO Not EXCEED V) 8' cm 1S' DRYWALL I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR Ys'X4' MIN. SECURE THRILL FRAME / EMEND I & INTO BLOCK W/ %' TAPGONS OR DRIVE PIN ❑ (MIK SHANK SITE J45 MIN. HEAD SIZE 300 MIK EMBEDMENT I -A' WITHIN 8' Cr- EACH END 4 IS' O.G. MAX SPACING \DOOR CASING DOOR JAMB OR WINDOW ATTACH TO IX PER MANUFACTUR-ES DETAILS. NOTE: 514II1 As NEEDED TO PLUMB JAMB (DO NOT EXCEED )4') DOOR JAMBS TO BLACK +0/4 OR +5/4 (T\ WINDOW TO BLOCK +3/4 OR +5/4 SCALE: 3/8'-U-0' DOOR JAMB TO BLACK +1-1/2" DOOR JAMB TO HLOCK +2 �' DOOR JAMB TO BLACK +3" DOOR JAMB TO BLOCK +3 3/4' v r>1 WINDOW TO HLOCK +1-1 /"n>1 WINDOW TO HIACK +2 1 4 �+ W TO BLOC WINDOW TO BLOCK +B 3/4" e '-' SCALE: 3/S'•I'-0'3/B'=I'-0' SCALE: 3/8'=I'-0' a zu FASTENER SCHEEDULE NAIL REQUIRE(" TENTS TOP CORD BLOCKING AT 4' �u ROOF DIAPHRAGM USE 7/IS" OS.B. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.G. AT SUPPORTED PANEL EDGES AND 00 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL, ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS a 4' OG SIZE HEAD LENGTH DIA. TENSILE STR 8d ROUND)MODIFIED 17/8" .113 1-10000 OR T 10d ROUTDMODIFIED 21/8' 128 170/d00 OR O.G. MAX. IN FIRST 2 FRAMING NOTE . TYP. EXT. SHEATHING ATTACHMENT SPACES AT EACH END. FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL m `' RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE ROOF SHEATHING NOT REQUIRED EXCEPT a OPENINGS EXTERIOR SHEATHING NS7APLE,S TO NAILIOOL ASSOGIATIOOr INT. USE 1/2, CDX OR i/16' OSB PLY WITH 08 RING SHANK GUN NAILS AT W 1.0.113 INCH NOMINAL SHANK DIAMETER 7 O.G. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4 P.G. TOP t 2 RING DIAd'IETER OF 0012 OVER4ANIG DIAMETER I p BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT 6 O.G. AT INTERMEDIATE SUPPORTS OR -1/16' ZIP SHEATHING SYSTEM 3,16 TO 20 RINGS PER INCH ROOF Si��ATimiINC2oL^A OUT — (INSTALLED PER MANUF. SPECS). SEE DETAIL. 4. 0280 INCH FULL ROUND WEAR DIAMETER NOTE: -RING SHANK GUN NAILS SHALL BE PERMITTED AS AN 5. 2 INCH NAIL LENGTW AND ENDWALL BRAG ING -ROOF EASIGN FP�eSuRE BASED ROM off WORST CASE R BUILDING LENGTH � FOR GABLE END fRAMINrz SCENARIO FOR ZONE 3 "b RING 5H—NK GUN NAILS m 4' 0C f�iR t 30TT✓"'I EDG� FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER F5CR RR905.1.1 ON lie" O.S.B. SHEATHING OR i" CDX PLYWOOD SECURED PER FASTENER SCHEDULE-011 fc! MTL. DRIP EDGE 2x4 OR 6 FASCIA PER ELEVATIONS VENTED A M. SOFFIT STIFF5AC T ALL - UPRIGHTS OVER-10" HIGH (SEE SEALED G. FOR SIZE E CONDITIO O.S.B. SHEATHING OR J' CD PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET P2 OR w16 TIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 2x4 5LOCKING BETWEEN TRUSSES WHERE "X" BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED (2) 12d's a" EACH TRUSS TO 5E INSTALLED a S. OIN- OF TRUSS SPAN, OR 10' - " O.C. MAX. SEE ENERG/OARP E FORMS FOR INSULATIONUES " GYPSUM OR }" HIGH STRENGT CLG. BOARD 2x AILER x4 9 24" O.C. ® INTERIOR KNEE WALL GONG. FILLED LINTEL 5LK W/ (1)a� "5 REFILLED CONTINUOUS 1/8 THICK, 3 COAT PORTLAND—J CEMENT PLASTER OVER PRECAST LINTEL EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM5OTEX GRADE WINDOW ATTACHMENT AS PER D PAPER OVER TYVEK MANUFACTURES SPECIFICATIONS BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) PRECAST SILL OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) WEEP SCREED (1) 05 RE5AR VERTICALLY W/ (SEE DETAIL -t/WA2 I CONC. POURED CELL Ix2 P.T. FURRING STRIPS a 16" O.C. SECURE GABLE TO 2x6 P.T. PLATE W/ 126's 8' O.G. MAX — " CMU SECURE 2x6 PT. PLATE t ' 5L / I "GYP. WL. BD. "x9" ANCHOR BOLT W/ 2' W ER WOO SASE SET IN SIMPSON HIGH St NGTH } MIN 32" OC EPDXY �" EMBED//"�IEMENKT MAX. RTLAND j APPLIED ASONRY z GABLE NOTE: CLG. PER I=BGR RR905.1.1 - r-OR ROo1= SLO S 2:12 TO LESS THAN 4:12, A (2) LAYER UND1=RLA ENT LL SYSTEM 15 REQUIRED. F=CR ROOF SLOPE 4:12 OR GREATER, (1) LAYER UNDERLAYt""1E IS SCALE: 3/4"=1'-0" PERMITTED BUT MUST BE PER ASTM D226 T II, ASTM D 4869 TYPE IV, OR ASTM D 675l 0 2X6 P.T. SECURED TO MASONRY W/ 1/2"x9' A.B. w/ 2" DIA. WASHERS, 7" MIN, EMBEDMENT WITHIN 8' OF EA. END, 32" O.G. MAX IN FIELD. 08 2' DECK SCREWS a W-8' O.C. MAX A EDGES 4 12' O.G. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND' THICKNE55 OF SUB -FLOOR SHEATHING TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS IX4 DIAGONAL 5TM. CHORD 5RACING. SEE PLAN FOR LOCATION PRE-ENG'D WOOD ///�O.C. MAX (TYP) a 24' SIMPSON HETA-lb (TYP) VERIFY 7-W/ TRUSS PLAN CONC. POURED LINTEL COURSE IX4 SYP LATERAL RE-INPORCING 36, OC. MAX ® TRU55 5TM. CHORD, SECURE W/(3) loci NAILS 6 EA. TRUSS CHORD GABLE END BRACING SCALE: 1/2"= I' -0" �08 RING SHANK GUN NAILS ® 6' OG. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (OS.B. TO BE STRUCTURAL GRADE) A R C H IT E C T S ,sign Up (Inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w h U w 0 F 0. U W A [E-4 OUBDIV. de LOT: CREEKSIDE LOT 34 PROJECT# 04321.000 034R1 MODEL: 4EAB "1672—ARIA" Gi'ABAGE 871INGi: RIGHT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 2 DATE:05/24/18 SCALE: 1 /4" =1' - 0" SHEBiT I5ERGLAS5 SHINGLES VER 030 FELT PAPER I STALLED PER FBCR 2x4 BLOCKING BET N RS05.1.1 ON IS" O.S.B. TRUSSES AT FIRST ( FI RGLASS SHINGLES OVER PROVIDE SAVE SH ATHING OR J" COX BAYS 4'-0" O.G. lA 030 E=ELT PAPER (OR BAFFLE OVER THE TOP P YWOOD 5EGURED FIRE LASS SHINGLES OVER SHEATHING SEAMS APP OVER EQUIVALENT) ON OF INSULATION FOR PER FASTENER SCHEDULE EMBEp, $TRA 030 LT PAPER INSTALLED O.5.B. HEATHING OR " CDX CLEAR VENTILATION VERIFY W/ t SS PE FBCR RR905.1.1 ON �" PLY OD SECURED PER PER FBEC R402.2.3 PRE- NG WD. TRUSS PLAN 0.55. EAtHfNG OR i" CDX F 5TENER SCHEDULE 24' O.C. MAX. PL OD SECURED PER F 75NER SCHEDULE PRE-ENG TRUSS PRE-ENG ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. MtL. RIP EDGE SEE ENERGY GORE RMS MTL. D IP EDGE T a PRE-ENG TRUSS TL. DRIP EDGE SEE ENERGY COD FORMS SPECS.) OR FOR INSULATION R ALUES 2X4 OR 2X6 A5CIA "H" -- 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 1/2" HIGH STRENGTH LG. BOARD PER ELEV LIONS PE ELEVATIONS Sg GYPSUM BO OR " " LURE, LAYER "I, DOUBLE TOP P ATE VENTED ALW*t. IT CONT. 2x4 RAT N SECURED W/ (2) 12d's ® CI-4 TRL4SS VENTED UM. SOFFIT HIG�I-I STRENCsT GLCs. STUCCO WRAP WR5 LAYER n, FORTIFIeER VENTED ALUM. OFFIT C" WINDOW HEAD R SIZE VARIES -1/161 SEE ENERGY DE FORMS FOR BOARD BUILDING PAPER o.H. PER WINDOW ING SEE 1/2" COX OR SECURE TO WALL � INSULATION -VALUES * 1000 UPLIFT 51MPSON " <, METAL LATH 'I/16" HEADER SP CHART FOR FASTENER $CI-i1�pk�L 5/S" CsYPS BOARD OR ONNECTOR 5P2 e E FASTEN TO WOOD STRUCTURAL I/2" COX OR B SECURE TO WALL R DETAILS ON SHEET D 1/2" HIGH RENGTH CLG. 2 5YP *2 2X8 STU I MEMBER o 7° O.C. MAX FASTENER 5CHEDU WINDOW A ACHMENT AS PER OR �// 6" IF, BOARD D TOP P NI5H 0 WOOD ON SHEET p MANUF RES SPECIFICATIONS SHEATHING SYSTEM _ DOUBL TOP PLATE WINDO HEADER SIZE VARIES F'LA E "M" TYPE CONTROL JOINT kk OR 1/16, ZI SHEATHING SYSTEM WINDOW ILL (INSTALLED PER MANUF. SPECS.) NG SEE µEA FRAME TO BLOCK 7 CONNECTION SEE DETAIL (INSTALLED PER 2x6 ST S ®16" O.G. MAX W/ INSUL. SEE ENERGY CODE ER SPA CHAT RT FOR DET IL5 ZIP SH THING 1 RY WALL 6' METAL LATH STRIP MANUF. SPECS.) FO FOR INSULATION WI OW ATTACHMENT A5 PER SYSTI=M NSTALLED z I" ® 6' WIDE STRIP SELF 718 THICK, 3 GOAT V CUES NUF4GtURE $ SPECIFICATIONS PER MAN . 5PEC5.) DIA ANCHOR BOLL :" ADHESIVE FLASHING, CLEAN 1/8" THICK, 3 C04t OR At 16" O.G. MAX WITH i" MASONRY BEFORE APPLYING CEMENT PLASTER t G SUE3FLOOR GLUED AND CEMENT PLASTER INDOW SILL WALL EMBEDMENT AND 2" TExtuRED APPLIED t0 METAL LATH OVER 2 LAYERS REWED AS PER FASTENER HEDULE ON SHEET D2 APPLIED t0 METAL 2X6 STUDS a 16" O.G. MAX W/ SHEATHING DIA. WASHER FINISH a MASONRY "D" � LATH OVER 2 LAYERS INSUL., SEE ENEt�sY GORE a' cMu OF GRAPE BUILDING PAPER OR OF GRADE 'D" FORMS FOR INSULATION 2x5 SYP #12 SIMPSON SPI PAPER BACKED LATH � BUILDING PAPER OR R-VALUE5 WOOD STUDS �+ EA. 2X8 OVER AN APPROVED l PAPER BACKED LATH f , " t E G $UBFLOOR GLUED AND AT 12 O.G. MAX STUD VERTICAL CONTROL HOUSE WRAP OVER AN APPROVED HOUSE WRAP SCREWED AS PER FASTENER SCHEDULE ON SHEET D2 BETWEEN DISSIMILAR \" © SOLE PLATE A",(1) COURSE TIE -BEAM ERIALS POURED SOLID WITH: (PM—TE , DETAIL-I5/WA2 p -ENCx FLOOR TFais'S Z 1 i CONCRETE. (1) *5 N.t.S. (INSTALL PER MFG. 5PECS.) Il Z 4 REBAR HORIZONTALLY GONG. FILLED LINTEL" CsYP�M BOARD OR I' HIGH rH A DETAIL -tB/WA2 _ OL -A WEEP SCREED PER T G SUBFLOOR GLUED BLK. W/ (1) "5 REBAR CONTINUOUS O c �. STREWS L BO RO IX2 NAILER/DRAFT STOP PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPEC5.) O wr ASTM B26-C 8 1063-G (SEE DETAIL 2/D3 PRECAST LINTEL WINDOW ATTACHMENT AS ND SCREWED AS PER FA EVER SCHEDULE ON SHEET D2 GYPSUM BOARD OR }' Z inPER MANUFACTURES SEE ENERGY CODE FORMS FOR INSULATION R-VALUES HIGH STRENGTH GLG. BOARD IX2 NAILER/DRAFT 1u U w IV SPECIFICATIONS FASTEN 2X4 BBON CP. . CMU) W/ C5) 12d N S A STOP 0 PREGA5t LINTEL 1L � Z *$ REBAR '� 16 PRECAST SILL S CONC. FILLED LINTEL BLK W/ I— W O:C. MAX, IN PRE -EN OR 5S WI OW ATTACHMENT AS PER (1) "5 REBAR CONTINUOUS Z lll CONCRETE (INSTALL EC 5/8" THICK, 3 COAT MA FACTURES SPECIFICATIONS E ENER3Y CODE FORMS W Z POURED C L, 2 P.T. FURRING STRIPS PORTLAND CEMENT PRE AST CONCRETE SILL R INSULATION R-VALUES op VERIFY P 6 16" O.C. GONG. F I EL BLK W/ PLASTER APPLIED P CAST LINTEL n Ca PLAN. 8" MU (1 B CONTINUOUS DIRECTLY to MASON � A tICA Y (I) "5 B R VER LL W/ CON POURED CELL WIND ATTACHMENT A5 PER MANUF CTURES SPECIFICATIONS � Z O R-4.1 I/2" YP. WL. BD. I ]B B O N 5/e" THICK, 3 AT IN CATION IwG PDRTLANp MENt PRE-G t CONCRETE SILL (1)4 NTINUOUS REBAR FASTENING DET STRIPS r O PLASTER LIED WOOD 5E 8 GMU DI TLY TO (1) "5 REB R VERTICALLY 4 O4 SCALE: " 3/4"=1'-0 1/2IGYP. WL. D. ASONRY W/ GONG. URED CELL Z u1 REBA 48" LONG lei U WOOD BASE. t 1x2 P.T. FURR G 4 �g W/6" HOOK 24" O.G., Z MIN. 24" z a STRIPS o 24" C. O _ „ IN B ROOF SS UPLIFT FIN. FLR 8' CMU IL - 0 �." �} 2'-0" (MIN. CONN OR NOT ' 1/2' GYP. WL. BD. I N �� ; SH CLARITY R WOOD BASE SHOP I \ _ Z Q W LL I r a 3 I/2" GONG.i RE W/ 6 °x6 • s - � a C TIO N a W1.4XWI.40 WWM ON -MIL a EXTERIOR WALL SHEATUING (SE — - 4 POLY ETHYLENE v POR N ) 2—STORY FF 2 —STORY l� � :�: O O D a RETARDER ON W -C AN ELL OMPACTED CL FAST EACH STUD W/ DBL. PLATE ►►►//J w/ USP NAIL PER MANUF. Co. WALL WALL , FRAME TO > "� FILL TERMITE tR ME T SECTION SECTION LOCK WALL r� ° _C 21-011 SHALL BE BORA-CARE (3) "5 REBAR CONTINUO ECTION AT TOP 1 OF EXTERIOR WALL SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" ON CHAIRS SCALE: NTS F15ERGLA55 SHINGLES PRE-ENG GABLE TRUSS FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR VER 030 FELT PAPER I ALLIED PER FBCR PRE-ENG GABLE TRUSS NOTE: XTERIOR WALL stubs PLACE STRAPS SPACED RRS05.1.1 ON i O.S.B. SP'F StIFFBAGK (SEE SEALp TRUSS R 1 ON �y" O.S.B. 5PF StIFFBAGK IEEE SEALp TRUSS DIAGONA AGE WALL SHEATHING AND FASTENED A5 ENED SHOWN wrrH ONE SHEATHING OR i" CDX ENG. PACK FOR SIZE < CONNECTION) SHEATW COX ENG. PACK FOR SIZE t CONNECTION) CENT OF TRUSS ADDITIONAL st AT FASTEN STUD o BLOCK WALL PLYWOOD SECURED 2x4 SPF BLOCKING BETWEEN PLYWOOD S D 2x4 SPF BLOCKING BETWEEN S OR HIGHEST WITH uSP MST STRAP EACH WINDOW STUD WITH PER FASTENER TRUSSES AT FIRST (5) BAYS 4'-0" PER FASTE TRUSSES AT FIRST (5) BAYS 4'-0' IDLE. DIAGONAL FASTENERS AS SH INSTALL SCHEDULE OG. CAT SHEATHING SEAMS) SCHEDULET O.C. CAT SHEATHING SEAMS) BRACE t0 BE m ANY STRAP . Ea. EN SPACE STRAPS0M' uxO) (1 Od COMMON NAILS oWs: N07E : MTL. DRIP EDGE SPAN 15'-0" OR GREATER. REFER TO -1T0 MPH C: 32 G. ) tub (0.14e DIA x I Imo' 'B': MTL. DRIP EDGE DIAGONAL BRACE o CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA TRUSS ENG. FOR -ttm MPH 32'0. -160 MPH'C': 32'O.C. STRAPS INSTALLED PRE -ENG O.C. MAX. SS 24 HIGHEST RIDGE. DIAGONAL PER ELEVATIONS - TRUSS 2 ADDITIONAL 90 MPH B': 4s' O.G. OVER WALL SHEATHING 40 MPH 'c' 4e' o.c. 2X4 OR 2X6 FASCIA BRACE t0 BE a ANY SPAN SECURED W/ (3) 12d HORIZONTAL TRUSS TOP of STUD WALL _ PER ELEVATIONS 15'-0' OR GREATER REFER NAILS SEES FASTENER REINFORCEMENT. SOLE PLATE FILL ALL REMAINING STRAP SECURED W/ (3) 12d SECURE TO TO TRUSS ENG. FOR SECURE TO SCHEDULE ON SHEET 0'-0" TO 30'-0' (I) Ir HOLES W110d NAILS INTO NAILS TRUSS W/ 7ADDITIONAL HORIZONTAL TRUSS W/ X-BRACE = WOOD BACKING 1/2" COX OR 1/16" 055 (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 12d 30'-1" TO 60'-0" (3) p SECURE t0 WALL PER NAILS 0'-0" TO 30'-0' (U FASTENER PATTERN i/2' COX OR -1/16" 055 AI X-BRACE (l) X-BRACE TOP of T O NOT PLACE SCREW IN TOP HOLE NEAREST To TOP FASTENER SCHEDULE X-BRACE SECURE TO WALL PER CENTER AND C2) MASONRY wALL Or OF CMU BLOCK WALL SHEET D2 OR �/16" TIP SHEATHING 30'-I' TO 60'-0' (3J FASTENER SCHEDULE BRACE DIVIDED EQUALY FROM CENTER CONNECT BOTTOM OF = STRAP TO CMU BLOCK WALL SYSTEM (INSTALLED PER X-BRACE (I) X-BRACE BLS X a CENTER AND (2) ON SHEET D2 R 1/16, ZIP SHEATWNCS stir' x` V TO END Wi (T) 3/16' D14. X 1-114' TAPCON MASONRY MANUF. SPECS.) WEEP SCREED, SEE DETAIL 15, SHEET WA2 BRACE DIVIDED COST. 2x4 SPF RAT RUN SECURED W/ E6rilALY FROM CENTER (2) 12d'S 6 EACH TRUSS TO END SYSTEM (INSTALLED PER MANUF. SPECS.) 2X4 W/ 3/8' X 5 LAG CONT. 2x4 SPF RAT RUN SECURED (2) 12d S a EACH TRUSS 2 —STORY ABLE END CMU BLOCK WALL s WS 2X6 P.T. SECURE W/ (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ GABLE 632" O.C. MAX. O (2) 2x4 »2 S.Y.P. DIAGONAL BRACE (3) 12d's 0 EACH TRUSS DIAGONAL W/ SXTERIOR 1/2"X9' ANCHOR BOLT 32" O.C. MAX. O OG (3) 12d's a EACH TRUSS DIAGONAL X-BRACING TO COVER 5-TRU55ES "'r X—BRACING 5/8, GYPSUM BOARD OR 1/2" HIGH SIMPSON MST g 32' . . MAX. P PLATE pD X-BRACING TO COVER 5-TRU5SE5 87REGNYCs7SU BOA HIGH )BRA " TO FIRST 3 STUD WALL CONNECTIO FLOOR MASONRY WALL WAIL NAILS STR9NGTH CLG. BOARD SCALE: 3/4"=1'-0"2X 16OO.C. MAX. RODRI/2 SCALE: 3/4"= - scALE: NTS MAX. A R C H IT E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w a W 0 F w A h a oulmrV. a LOT: CREEKSIDE LOT 34 FROZMCT# 04321.000 034R1 MODErju 4EAB 1672— ARIA" GARAGE f9VMG: RIGHT PAGE: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C DATE 05/24/18 BCALE: 1 /4" =1' — 0" ISLET A R C H I T TOP PLATE IS%LOL. MAX SECURE 2X4 W/ 2-1/4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. 2X4 SOLID G<ING SECLLRE t EATHING WITH MIN. d PER BLK EA END *NOT NAIL 5I4=AT4NG TO ALL. 2X AS PI=R 1EXT. SNEATNING NAILING, Sd 4' O.G. MAX 10 EDGES 4 t "-8" O.G. MAX IN THE i=1�LD 5T. XTERIOR ARCHWAY 1 WITH WINDOW 1 SCALE: 1/2'=1'-0' CLOSED VALLEY FLASHING DETAIL N.T.S. 132' O.C. i BOTT( 1/1' C . Bt 1/2" CLG. OARD 1/2' DR A WOOD UPS +16, .C, UAN. 2X4 CONT. 2X4 WOOD 87RE89 STUDS +16" BLCCKIw3 O.C, UAN. MID -WALL SECURE 5T. 1/2'X9' A PLATE TO S 1/2' DRYWALL 32' OL. ' W/ M2 EMBE NAIL + 32 O. IL. MAX /1 / �CONC. SLAB SE FO DE7 I rATION LS 1ST FLOOR INT. BEARING W. (NO UPLIFT) SP4+32' MSTA-36 32' MAX SECURE TO WOOD W/3-12d + 6 ' O.C. STAGGERE SECURE 2X4 W/ 2-Wb'. TAPCONS OR DRIVE PIN (MIN. SHANK SITE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ya' WAN 8' EA. END NOT TO EXCEE91 le' oL. '4 2X4 SOLID:5VE SECURETOINCy WITH MIN. 2-12d PER pJL'� 1/2" CLG. - _ • MNL � _ R 2 EXTERIOR ARCHWAY SCALE: I/2"=1'-0' 2X4 SECURED TO GABLE ENG W/(2)I 6'-8' D.C. i UPRIGHT 2X4 TOP PLATE) I'V2" cLG. 50ARD---N, 2X4 CONT. 1/2" DRYWALL—\ STRESS BLOCKING MID -WALL SECURE BT. PLAT TO SLAB W/ 10d MASONRY NAIL + 32' O.C. MAX 2X4 PT_ PLATE�ONC.SLA5 MAX-7o ' 1ST FLOOR INT. BEARING (W/ UPLIFT) TRUSS CONT. TAL TRACKS, OF 4 BOTTOM 1/2" DRYWAL 2X4 WOOD CH'N� SH STUDS 624' STUDS 24' OL- O.0 LAYER OF 1/2' TYPE GYPSUM WALLBO ATTACHE EA t EA SIDE + 12 C NC. SLAB r(NON—BRG.) 1ST FLOOR TYP.INT. WALL 8 (NON—BRG.)LE-0' SIMPSON M75-12 NG PRE-E.TRUSS DOTOP LATE � 2 T DBL. 2X TOP PLATE F WALL ID WALL T/16' O.S.B. - ? 2x U 16' OZ. MAX, OR't/16' ZIP SHEATHING " SYSTEM (INSTALLED PER MANUF. SPECS.) t SUBFLOOR GLUED 2X BLOCKING + REWED AS PER TOP OF R SCHEDULE I/2' GDX I FLOOR STUDS TO 2X STUDS 16' O.C. MAX w D FLOOR SCUDS SIMPSON MSTA-36 + 32' 2X STM. PLATE OL. MAX 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR GIRDER PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE PRE- ENGINEERED FLOOR RUSE 2x CONTINOUS STRESS LOCKING MID WALL (D CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK � 2 tUDB + 16' OZ. MAX, W/ I/4" GAP FROM BLK t0 OSB. U.O . 1/2' P. WL. 50. U2 HORIZONTAL 2X S.PP. STRUCTURAL BLOCKING AT PERIMETER OF OS,5. t0 PROVIDE CONT. NAIL PATTERN SEGU BT. PLATE TO 6LAB W 'x9" ANCHOR �3 REMAINING AREA TO 5E SHEATHED FROM DBL. TOP BOLT W/ WASHER SET IN PLATE 70 HORIZONTAL BLOCKING. SIMPSON STRENGTHEPDXY ®SHEATHING a TOP OF WOOD FRAMED WALL TO 5E 7" D. MIN. �SIMPSON STAGGERED MIN. OF I6' FROM SHEET BELOW SP4 32' OZ. MAX O5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 2—STORY L.B. EXT. WALL SHEATHING SCALE:1/2'=I'-0' 4 50ALE:I/2'=I'-0' A) SIZE PER DOOR/ WINDOW OPENING A ® o sEcuRE2x4 oNJ/ FLAT TO 51-K W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) 0 )j'XV A -BOLTS 4' EMBEDMENT MIN. 0 U1/ 2'X2'X4b WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING:. 1-2X6 PT BLOCK + CENTER OP DOOR HEADER WKI) A'X8' J-BOLTS 4' EMBEDMENT W/ 2"X2'4' WASHER AND NUT. INOTES: ALL ANCHORS SHALL 6E IN ACCORDANCE TO MANUPACTURER'5 INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR UATTABUCK CHMENT 3 SCALE: COX PLYWOOD Cf=ENINC ° ° d a a a J d 4 <1 PRECAST LINTEL a d a IQ I TO SECUIRE M ED MIN k1I , L THAN I I ', WIND T E SE TO L CK d �a 4 LOCKS d T BLOCK W1 (2) 'x3' N DRIVE PIN C IN ANK SI 145) C MBED. I)q") IN S" OF EACH AND 1 O.G. MAX SPACIN CMU W L a G ° a ° — 4 U �—�----- �7— a a ARCH WINDOW FRAME �TYP. EXTERIOR WINDOW/ 4 ,� DOOR OPENING WD FRAMED SCALE: 1/2'=1'-0' SCALE: 3/4" = I' -m" PRE-ENCs TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMIW% PLAN DOUBLE TOP PLATE PA� E STUDS + 'OLST -12 + EA JACK ,50T IDES OFNING 2x ST S a 16" O.C. MAX W/ SH THING. SHEATHING TO BE HIN }' OF WINDOW/ DOOR OPENING 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 5E SECURED ONE PLY + A TIME. 12d NAILS, TWO WITHIN 6' EACH END < NO MORE TH 12' O.G. STAGGERED 91=4 H5 + TOP AND BOTT LATES + EA FULL LENGTH S , BOTH SIDES OF OPEN[ SHEATHING T AP TO BOTTOM OF NG'D TRUSS BELOW.. THING MUST NOT BREAK I'- MIN. FROM 2ND FLR LINE. -ENG TRUSSES OR FRAMED RAFTERS 2x RIDGE ONE SIZR THAN RAFTS IZE MIN. (3) 12d NAILS MIN. (4) 106 GUN NAILS 2x4 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS IxS NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS is EA TRUSS RAFTER t0 TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE-ENG TRU66ES PRE-ENG. TRUSS ALTERNATE CON Ct META-24 RAFTER TO DCKG HEADER SIZE PER SPAN G4ART. 05 TYP. INTERIOR 11 S REBAR VERT. IN SOLID GROUTED CELL 5/8' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRT 4 CONV. FRAMED ROOF SCALE: PRE-ENG TRUSSES W1 TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS a 16' O.C. MAX SIMPSON LOTA-12 + A. JACK BOTH SI OF PE NG. 2 + 16' O.C. MAX W/ cy HING. SHEATHING TO BE HIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) -JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) CK STUD ASSEMBLY TO BE RED ONE PLY a A TIME. USE NAILS, TtUU WITHIN 6' FROM E END i NO MORE THAN 12' O TAGGERED 1/2"x9' A$. MIN. 1' EM15EDMENMT S' F CH -END E 32' O.C. MAX. SP4 OR H5 + TOP AND BOTTOM PLATES + EA. FULL LENGTH STUD, BOTH SIDES -OF OPENING. -LINE OF SLAB CORNER BEAD _ SEALANTS BACKER ROD _ 8' CMU SEE STRUCTURAL FOR REINFORCEMENT —2X6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT SPPROVAL REa FROM MIAMI-DADE COUNTY WEATHER STRIP MOULDING ALL AROUND(BY DOOR MANUF.) GALv.STEEL - TRACK DRACKETS �,. FASTENED TO WOOD JAMB W/ 3/I6'xl I/4" LAC: GALV. STEEL-OvERHEAD DOOR scwws VERTICAL TRACK 1' MIN BY OTHERS BY MAUF. SLIDE " FASTENED TO TRACK BRACKETS ROOM W11/4'-20XI/2' GARAGE DOOR JAMBS CARRIAGE 13 SCALE: 1/2"=I'-0' AND LOGE NBUOLTS PRE-ENCTRSED MTS-12 �- 111605.5. I} OA5. SHEET OR }" —� COX PLYWOOD. T D PER FASTENER ET 2 MTS-12 OR 1/16' ZI SHE A SYSTEM ( R Af MAhtlaF. 2x4 ER STU SCURE BETWEEN BAYS W/(3)12d' ACH END 2x DOU5 TOP PLATE DS + 16, O.G. MT -12 + EVER STUD 7KNEE 2x4 5T. PLATE DORMER ATTACHMENT 15 SCALE:1/2'=1'-0' AIL 2x4 05L. TOP PLATE X4 STUDS 16" TEXT. FINISH META-16 CI" IU WALL » IIT5 UPLIFT SIMPSOM 14751'120 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4" TAPCONS TO CONT POURED LINTEL » Moo UPLIFT (2) SIMPSOM PTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WAO 10d TO TRUSS AND (4) 1/4' x 2 1/4" TAPCONS TO CONT -POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM CONS TRUSS ANCHOR gmt�� 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 Ems. N h W 0 U W 0 0. U w A F A sstmDIV. de LOT: CREEKSIDE LOT 34 PROJECT# 04321.000 034R1 MODEL: 4EAB 1672— ARIA" GARAGE 19WWG: RIGHT PAGE: MISC. DETAILS 160 MPH EXP. C op DATA: 05/24/18 SCALE: 1/4 =1' — 0" SHEET D 4 A R C H IT EC T S Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit 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 distance @ jamb, 4" each side of transom centerline to Swing door +36 47 { ) / { ) +67 67 ( ) / { ) Therma-Tru Smooth Star FL20461.17 N A / bucking. Fastenerspacing @ 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 at jamb, 16" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" SH Window (+38) / (-48) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R9 Non Impact @ 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 at jamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. SH Window (Integral (+38) / (-48) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-R6 Non Impact from corners, 8 1/2" o/c at jamb, 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 Builders Series distance. 6" max o/c from corners and 20 3/4" max o/c Sliding Glass Door (+33) / (-41) (+50) / (-50) Ply Gem 4780 FL14634.2-R3 Non Impact elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening 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. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1 %" annular ring -shank nails, Underlayment Interwrap RhinoRoof U20 FL15216.1-R3 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 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels Hurricane Storm embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. Less than 6 span (+47) / (53) panel MFG. 24 GAGE FL16293-R2 edge distance 12o c max. spacing. g � " / p g. 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 g orall thread but with wing nuts. Zip System Install per manufacturers recommended requirements. Huber Wall Sheathing 17147-R2 Sheathing 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 go w h U w 0 F 0. v W A h ti 'suss V. de LOT: CREEKSIDE LOT 34 PROd87CT# 04321.000 034R1 MODEL: 4EAB "1672- ARIA" GARAGE 1917rIMG: RIGHT PACE: PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DA E: 05/24/18 SCALM: 1/4"=1'-0" 1 NOTE: NOTE: IF ZIP SHEATHING SYSTEM 15 AAPPROVED 1UILDING WRAP IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE SHALL ee LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMBRANE—, 6' • VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE MANUFACTURERS ENDS) < 6' • HORIZONTAL LAPS. MANUFACTURERS WRAP MATERIAL) OVER INSTALLATION PROCEDURES ALL SEAMS NEED ro BE TAPEp LATH VERTICAL LAP TO BE 1" INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH FORTIBER SHEATHINGS TAPE � FLASHING TO EXTEND ONTO PIPE \ PREFORMED CONTROL JOINT / }' THICK 3 COAL CEMENT / \ 1' OR LESS PIPE 6'x6' SELF -ADHERING MEMBRANE / \ PENETRATION � ` FLASHING (GOI'1PATzLE W/ HOUSE WRAP MATERIAL) OVER 4"x4" FLANGE OF CONTROL JOINTS t PLASTER / \ III SELF -ADHERING MEMBRANE BE WIRED TIED TO LATH • 9" \ WRB LAYER "2, FORTIFIBER / FLASHING OVER APPROVED OG. MAX (VERT.). NOTE: E DO BUILDINGS PAPER r MIN. LAP a METOL LATH \ / APPROVED METAL LATH NOT FASTEN CONTROL JOINT TO �� FLASHINGs to ExTEND ONTO PIPE WALL EVEN IF StUp EXISTS HOUSE WRAP. BEYOND EXCEPT STAPLES I 3." LEG MAY BE USED TO TEMP. FASTENED 07' (VERT.) OG. MAX X X X. SECURE CONTROL JOINT AT SUPPORTS X X X DURING INSTALLATION WRB LAYER "I, �— CUT AND OVERLERINGAP ONE SIDE OF / FASTENERS t0 BE SPACED STUCCO WRAP METAL LATH SELr-AFLASHING GUT AND OVERLAP ONE SIDE OF • �' OG. MAX VERTICALLY SELF -ADHERING MEMBRANE WOOD SHEATHING STEP *1 STEP 02 FLASHING 1 OR TEM INSTALLED SHEATHING MR j' / / i %// STUCCO WRAP PLASTER STUCCO GOAT CEMENT -. fPIE 5J LAYER R MANUF. ,p C \ i f `. MIN PaPeR aP eELow oNLY _ IFf5� METAL LATH f � WRB LAYER •1, FORTIFIBER T — --- FOB ` STUCCO WRAP WRB LAYER 02, FORTWIBER U BUILDING PAPER BUILDING PAPER B ILADI I APFAPER WRB LAYER "I, 6'x6' SELF -ADHERING MEMBRANE STUCCO WRAP FLASHING OVER 4'x4' To FLASHING OVER APPROVED GAP MINI. SELF -ADHERING MEMBRANE LATH SHALL NOT INSTALL FASTENERS (CLIPS, BE CONTINUOUS 61 Tc e° 6° To a' WOOD SHEATHING HOUSE WRAP. STRAPS, STAPLES) AS G>Fi T/16' ZIP SHEATHING REQUIRED 70 SECURE FLASHING TO EXTEND ONTO PIPE MiN. N. I M Ur. r SYSTEM(INSTALLEDLED PER PIPE/ WIRE TO FRAMING 4"x4" SELF -ADHERING MEMBRANE THROUGH CONTROL \ /// JOINTS BUT SHALL 7LAT"f, BE SLOPPED AND FLASHING OVER APPROVED LIED At EACH 91DE.PROVIDE 2X4 BLOCKING WRAP FLASHING tO EXTENDPER ASTM C1063 PLACED FLAT MAX. 6' TO 8' L7I0.1.4 FROM CONTROL JOINT WHEN 1 NOTE: \ / CONTROL JOINT FALLS ON 2 APER LAP �y' CONT. BEAD OF SEALANT \ STRUCTURAL STUD SCALE: 1 1/2'=1'-0" I. FASTENERS FOR LATH TO BE NAILS OR --� INSTALL APPROVED HOUSEWRAP AIR STAPLES IN COMPLIANCE W/ ASTM CI063 INFILTRATION BARRIER OVER 2, WIRE TIES TO BE (NO. 18) 0.0475" WIRE / J �J SHEATHING 3. BLOCKING SHOLLN MAY BE IN ADDIPLAN ory \ �` FLAFINISH ER(C COATING WALL OVER STUCCO/ O/ C-V70 WALL STUDS REQUIRED PER PLAN / i ✓/ rF.aw , , „ 1, . VERTICAL LATH v & PAPER DETAIL — — WOOD STUDS4 SECTION PERSECTION R703.7 ql Exterior lathing and plastering NOTE: SHEATHING Exterior use of portland cement plaster SIDE LAPS OF METAL OR 1/16' TIP SHEATHINGS SYSTEM y shall comply with the application PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) requirements of ASTM C 926-12A. BE SECURED TO BUILDING g — NOTE: 6 M" i. Installation of exterior lathing and framing „ FRAMING MEMBERS. PAPER ;; LAP 1F ,z1P S�EAT�-LING SYSTEM 15 shall comply with ASTM C 1063-12A. M TYPE CONTROL JOINT THEY SHALL BE LIED MANUFACTURERS 1 BETWEEN SUPPORTS INSTALLED, PLEASE SEE WITH 0.04'15-IN. (121-MIN) STUCCO LAP LATE-i WIRE AT INTERVALS NOT ?= 3. LAP a PAPER INSTALLATION PROCEDURES MORE THAN 5' (22ci-MM). AS PER ASTM �1FE f N TRATICN DETAIL CFRXI I ) O I. FOLD NWARP • PT. A O I. FOLD INWARD • Pr. A � T T T.S.I. e 2. CREASE • PT. B �u I C K O U 1 NOTE, LLD ® O �1 FOR REPAIR OF TEARSIN HORIZONTAL LATH N..�.�. DETAIL MAWY 5E PATCHED TEARSR5 LAYERS, & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR �p PEEL 4 STICK • 4& ® 1/Ir " ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR OL FOLD INWARD • (\ a, ,j I. FOLD INWARD • Pr. A - WOOD SHEATHING OR CMU Pr. A �--/ 2. CREASE • PT. 15 UJRB LAYERI, 2. CREASE * Pr. ® STUCCO WRAF= (FRAME ONLY) 3. CREASE • PT. C > '.:. 9. CREASE . PT. G 4. FOLD PT. C OVER Pr. B TILL Pr. C TCUCHe6 / 150"�� OIDE THICK, 3 COAT CEMENT s k PLASTER (FRAME), 1/2" 2 COAT �--y II CEMENT PLASTER (GMU) E��--) . N 1) �-�I a *=W�WAI METAL LATH (FRAMEONLY) LAP wRB TAPE o1/ER E)RAINAG FLAN iUA5 LLD ROOF/I.UALL SCREED/' �% qI II I I /�NOTE: TIGHT = L A� I R */ 5 T 1.A C C O W 1R,4 f SEAL FOLD, QQ IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE i' THICK, 3 COAT CEMENT 511X5" "L" TYPE CONTINUOUS �R�j �,�, #2 «OR` I I �� — — — — — — PLASTER (FRAME), IR' 2 COAT GALV. METAL FLASHING MANUFACTURERS CEMENT PLASTER(CMU) z (NAIL TO ROOF DECK, NOT i�UI DINS � � � INSTALLATION PROCEDURES WRB LAYER »2, FORTIFIBER LCl BUILDING PAPER(FRAME ONLY) WALL SHEATHING) WRB LAYER "I, CAP SHINGLE - DO NOT NAIL, FETAL LATE x x x x STUCCO WRAP(FRAME ONLY, INSTALL WITH ROOF CEMENT LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP E ( 'x � ' = FRAME OR CAN EXTERIOR :. _ ROOFapnLL sc� ROOF CEMENT II WALL FLASHING 7 ROOF PER ELEVATIONS LJCCD e44EAT41NC •�'�/ /� / �`— THINCa7 FLASHING [SEE OR T/16ZIP SHEAxcYSt=M PETAL�(INSTALLED PER rIANUF. SPECS.) NOTE: SELF=AIDD IEeIVE FLA544ING — — �� IF ZIP SHEATHING SYSTEM 15 NOTE: INSTALLED, PLEASE SEE MANUFACTURERS METAL LAT44: LAT- 4 TO 5E i=ER SrECTION FELT UNDERLAYMENT� INSTALLATION PROCEDURES — � � WATER TIGHT SEAL !BEND OR SOLDEIR DO NOT CUT) R703.i.1 / A5T° l' C 847-P�J/ r-1'IN. 23 LE35. �O NOTE: INSTALL KICKOl17 /,{\ f��/ // I I` SHINGLE ROOFING / FLASI-NT AT CTII OF ROOF 1 �E fR eQ. �ARIB ` UT I L I T� OR NO� INAL WALL INTERSECTIONS DRIP EDGE, OVERLAP 3', EXTEND I/2' BELOW /A� 1'� r,^� /,t� \1 SHEATHING, MECHANICALLY FASCIA WRAP 'I��I C `/^y.,,. L- A T� �...+� O E V NOT 1� E T S R E C I� I C A T I ON S/ FASTEN 4' O.C. MAX ! ! L ! ! JL L A S H I N �.-il 5 N.T.S. A R C H I T E C T S 6 -1 Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 rn14 W V W ti 0. Cq W A h A MOM CREEKSIDE LOT 34 PROXMCT# 04321.000 034R1 MODRU 4EAB "1672-ARIA" GARAGE SWMG: RIGHT PAG & WALL ASSEMBLY DETAILS 160 MPH EXPR C 05/24/18 3CALM: 1/4"=1'-0" j 81MET WAI NOTE: IF ZIP 51-4 TI-41NG SYSTEM IS INSTALLED, LEASE SEE T-IANUFACTURNQRS INSTALLATION ROGEpURES BACKER ROD BACKER ROD WRB LAYER *I, STUCCO WRAP �H 8' CMu INSTALL 6' SELF-ADH MEMBRANE FLASHING TOP, SIOE(S) AND BO FLANGES OF NON -MO) FRAME OF THE EXHX YVEN BE SET IN BEp T TOP AND SEALANT IS 70 BE AS TO DEFLECT FROM JOINTS. L AROUND SEALANT ALLjo 20 INTERSECTIONS ANT AT PERIMETER OF E FRAME AND STUCCO ON ALLLL DES, Yi CAULKING + JOINT PER SND ECTION R703.7 Exterior lathing and plastering Exterior use of Portland cement plaster shall comply with the application \In ments of ASTM C 926-12A. tion of exterior lathing and framing omply with ASTM C 1063-12A. HOODED t " THICK, 3 GOA PLASTER METAL LATH WRB LATER 02, FOF BUILDINCx PAPER WOOD S-IEATHING (FRAME (INSTALLED PER MANUF. C8.) OR WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WR3 LAYER , FORTIFIBER BUI ING P ER LATH - V YL CASING MEAD 6" RAISED BAND .V TO ,Y MID-WAI-� WEEP SCREED 6' wDE STRIP geLF ADHESIVE FLASHING, CLEAN MASONRY SEPOPIS APPLYING Z FLASHING OVER JGRATCH COAT W/STONE VENEER (FRAME TO BLOCK) LEGEND � DRAINAGE PLANE (LURE LAYER #I, STUCCO LURAP) I.URB LATER #2 (F-ORTII=IBEIR — — — — — BUILDING FADER) 1 IETAL LATH X—X—X—X STUCCO LUOOD 5HEATHINCx �i OR 7/Iro" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELI=-ADHESIVE 1=LASHING - -- — — - NOTE: I" IETAL LATH: LATH TO SE PER 5FECTION R-1031.1 / ASTM C-B47-0'3/ 111N. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6" SELF ADHESIVE OVER TOP d SIDE'S SELF 1=LASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT m TOP E SIpES 6B DRYER VENT BLOCK BUILDING PAPER OVER 'QUICK FLASH" — I— — — — PIPE THROUGH / WALL 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER — UNDER "QUICK FLASH" HO IZ O NTAL ( FRAME uOOD CONSTRUCT[ 1/16" ZIP SHEATHING SY EM (INSTALLED PER MAN .SPECS-) OR WOOD SHEATHI G LUR5 L R STUC W P FORTIFIBER I PAPER WOOD CONSTRUCTION THICK, 3 COAT CEMENT I a, CMu ASTER TO Ye" MID-WALLH, sP SCREED 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPEGSJ OR WOOD SHEATHING f WR15 LAYER 01, �STUCCO WRAP WRE, LAYER 02, FORTIFIBER BUILDING PAPER LATH ��—METAL '1/8' TEXTURED FINISH a WOOD FASTEN TO WOOD STRUCTURAL MEMBER 0 1' O.G. MAX Ye' TO V MID -WALL WEEP SCREED 10 zQ �-6" WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFOFM APPLYING 9>" SEL DI-4ESIVE rexruRED FLAW-41NC FIwsH m MASONRY WOOD FRA D 7B HORIZONTAL WEEP SCREED WALL O (FRAME TO BLOCK) EEP SCR D NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES NOTE: IF ZIP 5I-4EAtl-41NCx SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A )VENT PENETRATION ti SCALE: N.T.S. ELEC. METER VERIFY LOG fdl�C,y STUCCO SCRATCH COAT 8 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION C. METER FIELD 2IFY LOCATION 'LY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE PILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM 11, At LTI1rr11 .)R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O E]LECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR SOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD 5HEATI-41NG APPROVE0 HOUSEWRAP BELOW GUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z BEAD — OVER 6e MIN GRADE= V" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS eTf 1 STEP 3 .o o. o. .a .o o. o. .o .0 0. o. .o .0 C. o. •o .o o. o .0.0.0 0 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFAGTUR =RS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP CUT "X" INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAY[=R "1 APPLY 60 MIN - GRADE 'D" FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 5T f #2 WRB LAYER "I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER eT F 1*4 ELA570MERIC COATING OVER STUCCO/ C.V. 1=1NISH (SEE TYPICAL WALL SECTION) METAL LATH 5T I #�5 eT �= ro ELECTRICAL RECEPTACLE A R C H I T E C T S Il IN. RVIVMLV RLMWMIV DLV V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w 174 U W may.. a a F A 2 h CREEKSIDLo LOT 34 PROJZCT# 04321.000 034R1 aroaEIu 4EAB "1F72-ARIA" C�ARACi83 SS71IN'Cia RIGHT PAG : WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 2 DATE: 05/24/18 aAT�. SCA M: 1/4 SIENT 01 WOOD SHEATHING WOOD CONSTRUCTION -Y4' HAT CHANN4 WAls" TYPE 'X' WOOD SHEATHfNCs WRB LAYER M, STUCCO WRAP i" THICK, 3 GOAT CEMENT PLASTER WRB LAYER M, STUCCO WRAP WRB LAYER "2,;=0RTIF ER BUILDING PAPER " THICK, 3 COAT MENT PLASTER 6" SAP. m TOP WEEP SCREED TO SHf�1%INGs HIND WEEP SCREED WRB LAYER M, STUCCO WRAP AMfCO AM66-11FWG-180 CUSTOM CASINGS BEAD (SHOWN -0 CLARIFICATION OF SEPARAt ACCESSORIES ONLY) ASING BEAD 10A DTL. C) CANT. SCALE: 1 1/2' =1' -0" 6" 5ELP-ADHEREINGS FLASHING WRAPPED a TOP OF WEEP 501REED TO SHEATHINGS BELOW _ WRB LAYER 01, STUCCO WRAP — WRB LAYER 02, FORTfFIB BUILDINGS PAPER 6" SELF-ADHEREING FLASHING WRAPPED m CORNER OF CANTILEVER NOTE: IF ZIP 514EATI-4 INSTALLED, PLE< MANUFACTURERS INSTALLATION PF EXT. WALL PRE-ENGS'D SS WEATHER RESISRI K� BARRIER WEATHER RESISTIVE BARRIER "2 THICK 3 GOAT GEMEN P y RIES PLASTER METAL LATH WOOD SHEATHINGS EXTERIOR GRADE DRY WALL 4" POSITIVE DRAIN THICK, 3 COAT CEME WEEP SCREED O PLASTER VINYL CORNER BEAD N AP PI D VINYL CASINGS BEAD (SHOWN FOR I ATION of SEPARATE IES ONLY) 10 CANTILEVER DR STEM Is EDGE SEE _ uREs LEGEND NOTE: 1„I ,4L LATH: LATH TO 8 i= � S CSI R103.1.1 / AST1" 1 C - a4l = 09, 1 I IN. 2.� S. PER SCQ• �I'ARD (UT I L I TNI' OR N01"I AL L DO S NOT 1"I >= S CI I ,4tI01�5) NOTE: IF TIP SHEATHING SY IS INSTALLED, PLEASE 8E MANUFACTURERS INSTALLATION'PROLE RES DOD CONSTRUCTION WEATHER RESISTIVE BARRIER M 3/4 RESILI t WEATHER RESISTIVE HAT CHANNELBARRIER #2 VINYL CA5 BEAD11 THICK, 3 COAT CEMENT PLASTER 5/8" Ty E WALL METAL LATH W/Tr U AINtED WOOD SH ATHINCx FIN( c5e 7n6� ZIPp�Al +- r ere c� j r xA 2 ol- MANLF. Ica.) " THIC COAT CEMENT VINYL CORNER BEAD W 5C VINYL CASINGS BEAD NO (SAP IN FIELD (SHOWN FOR CLARIFIGATI OF SEPARATE ACCESSORIES ) DRIP EDGE 11D INSTALLATION NOTE: IF ZIP SHEATHING S`S EM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATIONPROCEDURES VINYL CASINGS BEAD Vj ITT 5/8' TYPE "X' DRYWALL W/TEXTURED < PAINTED FINISH THICK, 3 COAT CEMENT PLASTER VINYL CASINGS BEAD WOOD CONSTRUCTTON j. I WEATI4ER RESISTIVE BARMIER M 4 WEATHER RESISTIVE BARRIER "2 THICK, 3 COAT CEMENT PLASTER METAL c�LATH 7� {��([� t � -*f/fib', ZIpP">3F�RE.4rtTHR z 6YSTEM I-+ESADER/�ArfaNUF. sPEcs� VINYL CORP. 4' .`": �Pt7SITIVE DRAIN WEEP t7C:Pqurt-LJ NO (SAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) DRAINAGE PLANE (UJRB LAYER 01, 5TUGC0 UJRAP) 5UILpINC-4 PAPER) DIET AL LA77 4 x x x x S�'UGGO . ° LJ00D 5I4EATI 41NC; OR l/16" ZIP SHEATHINGS SYSTEM (INSTALLED PER MANUF. 5PEGSJ SELF-AZ->4ESIVE PLASI41NG FINISH LAYER (2 LAYER \r5D=TErCKr STI4DR I 1 "XI 3/4" P.T. SIMULATED WOOD (TREX)XL\ CONTINUOUS WATER PROOF LAYER l2 LAYSTICK) WRAPPBALCONY DEC CANTILEVER 6 PEEL 4 STICK m DRIP EDGE TO DECK—\ , I )5'XI V4' P.T. OR AT WOOD (TREX) FI I E CONTINUOU5 Y4" GAP FO ROD t SEAL FINISH LAYER r PEEL < STICK) 3/4 RESILIEN HAT CHAN 5/8' TYPE '>yF DRYWALL W/TEXTURV a PAINTED FINISI e" THIC , 3 GOAT CEMENT 3" X 3' 26 GA. CxA gV METAL DRIP ED SET IN FULL B OF SEALANT," SPACE FRO DRIP FACE TO T X Y4" Got' FOR BACKER ROW t SEALANT WEATHER RESISTIVE BARRIER M WEARIER RESISTIVE BARRIER "2 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3" 26 GSA. GAL-V. METAL DRIP EDGE SET IN FULL BED OF )SEALANT, ,�' MIN. SPACE FROM DRIP FACE TO RREX INYL CASINGS BEAD W TER PROOFING 1st LA R (2 LAYER PEEL t STIC WRAPPED FROM BALC Y DECK TO CANTIL R " THICK, COAT CEMENT PLASTER METAL LATH WOOD SHEAT G WEATHER RE515 VE BARRIER "I VINY CORNER BEAD / WEEP SCREED V4yL CASINGS IBEAPNO CsAP ININ FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION 2x 1=RA1 IING MEMBER $" THICK, 3 COAT CE NT P!_A5TER 2 1/2" I=A SHEATH INCH Ax. �j p �� B LAYER 01, STUCCO WRAP OOF-) SHEATHING /000 1IET LATH WRB LAYE I=ORTII=IEPER COLUMN SHEATHING WEATHER RESISTIVE BARRIER "I / WEATHER RESISTIVE BARRIER "2 ro" SA,F. % PEEL 4 STICK 1 N2"x3" 'L' FLASHING i FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GSA. GSALV. METAL DRIP EDGE Y4" (SAP FOR BACKER SET IN FULL BED OF ROD < SEALANT SEALANT, i4" MylttRI • SPACE FRONLi�2\RI7P/) FACE TO T VINYL CASINGS BEAD WATER PROOFING Ist LAYER (2 LAYER PEEL E STICK) APAar PM AN PEEL t ICKlt SUB FLO ', / - ' 0 . WOOD SI4EAT1 ING WRB LAYER *, — 57UCCO WRAP WRB LAYER *2, ORTIFIBER BUILDINGS PAPE METAL LATH 31 THICK, 3 COAT CEME PLASTER 6"SELi=-ADHERINCs� ELA5L41NG DRIP CAP BUILDING PAP WINDOW FLANGE CORNER BEAD OP ER E CORNER BEAD (FA5TENER 4 SPACING a -1 O.G.) 14B1CORNER ]BEAD �rifl %11 THICK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MA50NRY C BLOCK I .I N!,5kt R 51MULA W (T X) FILLER, US Y4" FOR SEALANT OPT ACKER ROD. J M IFIEp 90 /4 RESILIENT HAT CHANNEL WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER "2 EXTERIOR COLUMN COLUMN SHEATHINGS I X2"x3' "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT It I Jlj" X 3" 2Fi GSA. GSALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, ,t' MIN. SPACE FROM DRIP FACE TO TREX vlIN'f L CASING: BEAD WATER PROOFING let LAYER (2 LAYER PEEL e STICK) WRAPPED FROM BALCONY DECK TO \POSITI OAT CEMENT /8" TYPE "X" DRYWALL W/REXTURED < PAINTED THINGSFINISH -h THICK, 3 COAT CEMENT RAIN PLASTER W SC NO (SAP IN FIELD VINYL COMER BEAD (SHOWN FOR CLARIFI TION OF VINYL CASING SEPARATE ACCESSOR 5 ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/" L" FLASHING) SCALE: NTS NOTE: IF ZIP SHEATHING SYSTEM I$ INSTALLED, PLEASE SEE MANUFACTURERS X INSTALLATION PROCEDURES WOOD 5HEATHINC WRB'LAYER 41, STUGGp WRAP 1\` WRB LAYS 02, T BUILDIN 1 1 METAL LA 1 g' THIC COAT GE PLAST ro"S LE -ADHERING F 51-41NCs DRIP CAP WINDOW FLANGE �5B CA ING BEAD Ca) ( FRAME, NO B WRB LAYER 01, STUCCO WRA WRB LAY 02, FORTIRBER BUILDIN PAPER META LATH ICK 3 COAT CEMENT ASTER WINDOW ARCHITECTS %� VDesiOn VIr DU lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w h W v W 0 F r a F q 2 19L7BDIV. de LOT: CREEKSIDE LOT 34 PROJECT 04321.000 034Rl MODEIa 4EAB "1672—ARIA" GARAGE 871I G: RIGHT PAGE: WALL ASSEMBLY DETAILS t60 MPH EXP. C DRilAIC.• 05/24/18 I BCALE:1/4"=1'-0" 1 � ' woo SHEATHINGS WRB LAY °I, STUCCO W WRB LAYER 1i2, F TIP15ER 5UILDINr PAPER METAL LATH " THICK, 3 COAT CEMENT PLASTER ro"SELF-ADHERING { FLASHING � VINYL CASING BEAD DRIP CAP WINDOW FLANGE VIE 01, NOTE: IF ZIP SHEATHING 5Y5TEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURE5 I� WOOD 5I4EATI4I LATER STUCCO P WRB L ER #2, F-ORTIFIBER BUIL G PAPER 'jE AL LATI-I ✓✓" TH1CK, 3 COAT CEMENT PLASTER 'Y B LAYER 02, FORTIF R BUILDINGS PAPER METAL LATI-* % j 1 " tl-IICK, 3 GOAT CEMENT PLASTER ro"SELF-ADHERINCS `\ f� ,1 FLASHING — DRIP CAF' WINDOW FLANGE CASING BEAD C WINDOW 5 ( FRAME, W/]BAND) SHEATHING METAL LAT WRB LATER #I, STUCCO WRAP WRB LAYER 02, FORTIR BUILDING PAPER 8" THICK, 3 COAT CEl" 1E FLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES (EXPLODED VIEW FOR CLARITY) UJ007D 5N4EAT Y.�" CmAP TY� c4elNG SEAR TO TPIP'I 1X TRIM MBER im STUCCO SIDING TRAN ION / SIDING WRB LAYER 01, STUCCO WRAP 0/ " THICK, 3 COAT C NT PLASTER METAL LATH L ER n, FORTH=IPER1/1 I I ING PAPER OOD SHEATHING WRB LAYER "I, STUCCO WRAP � roll SEL DHEREING FLA5HING PEEL E STICK SIDING TO S TuC O WOOD CONSTRUCTION BEroxD WOOD SHEATHING — WEATHER RESISTIVE BARRIER "1 TI-IER RESISTIVE — 3A ER °2 5(rg x 0" LAP SIDING SELF-ADH ING — FLASHING STARTER STRP DO NOT CAULK OR — SEAL OPENING GALV'D METAL Z' FLASHING 6' SIMULATED— WCOD TRIM MEMBER J\\/ \ SIDING TO STUCCO Ca? BLOCK TO FRAME TRANSITION CASING BEAD (CROSS SECTION) j 7 li 1 �` �,dl� �, •• A Iit mo09 ' �I .• • •- D TRIM SIMULATE L GAP W/CAULKING APPROVED SEALANT NOTE: METAL LATI4: LATI4 TO BE PER SECTION R103.1.1 / A5T1"i C-847-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECII= CAT IONS) SEALANT WINE:�OW I 2X FRAMING MEMBER SEALANT I I I I WINDOW FRAME INDOW FLANGE 2X FRAMING —� MEMBER BUILDING WRAP b' SELF- HERING WEATHER THI FLASHER RESISTIVE BARRIER " \ ARRIER 01 TO LAP E WEATHER RR ER RESISTI / r / 6' MIN ABOVE TOP II II /� pp p ; 02 OF 'Z' FLASHING WfR5 LA�EIR �, F0F Ir-IBER W%6IRS ALPSIDIM1ICs L 5U I L D I NG; f=A PE � WEATHER RESISTIVE 16 6' SELF -ADHERING - BARRIER "I FLASHING z 6 ATTHERR RESISTIVE RRIE02 r*�E AL L A l i4 STARTER STRIP GALV'D METAL DO NOT CAULK OR I 1 'Z" FLASHING DEAL OPENING DO NOT CAULK OR g" T�4ICK 3 COAT C;F IENT \ SEAL OPENING �I h S R GALVD METAL /' I1JEATHER RESISTIVE # Z' FLASHING BARRIER "I TO LAP �\ I Ya' x 6' SIMULATED 6" MIN. ABOVE TOP WOOp TRIM MEMBER 7" FLASHING CASING BEAD C RAISED 17 ]BAND (]FRAME) SCALE: 1 1/2" =1' -m" E-Z BEAD VINYL CASING I Y' X 6' SIMULATED (W/%' FLEXIBLE TRIM MEMBER BACKER ROD) \ / 'SELF -ADHERING 6' SELF -ADHERING I ... 1 i 1 SI-41tk^s FLASHING \ AT EMTH ENT PLA>�TER OR P VED SEALANT WEATHER RESISTIVE WEATHER SISTIVE BARRIER "I BARRIER *I WEATHER RESIST -Z 5EAD VIN CASING BARRIER 02 (W/%' FLEXIBLE Nc BACKER ROD) SIDING TO STUCCO WEATHER RESISTIVE ® FRAME TO FRAME BARRIER "2 TRANSITION 8" THICK, 3 COAT CEMENT PLASTER METAL LATH ------•--------•--------------------------------- -- WRB LAY *2, FORtIFIBER BUILDIN PAPER E-Z BEAD VINYL CASING (WA/a" FLEXIBLE PVC B KER ROD) T 4" tYF� G 5Enr- WIN WRB LAYER 01, VUCCO WRAP, WRAPPED AR ND FRAMING MEMBER ro" L A 4-4E51VE FLASHING EATHING I I I I ELOW EXPLODED O R CLARITY -- g" THICK, 3 COAT CEMENT PLASTER METAL LAT1-4 \` 1 WRB LAYER *2, FORTIFIBER UILDING PAPER W OD SHEATHING \. WRB LAYER *1, STUCCO WRAP \ ro" WIDE PEEL 5TIC OVER FLANGE \ E-Z BEAD VINYL CASING (WA/8" FLEXIBLE PVC BACK ROD) #APPLY FULL BED OF SEALANT BETWEE FLANGE E 5UI1_DING WRAP LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *°2 (FORTIFIBER — — — — BUILDING PAPER) I" ZEAL LATH x—x—x—x STUCCO WOOD SHEATHING OR 1/16" ZIP SHEATHINGS SYSTEM (INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING — A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J F W C w r U w 0 0. U w q F A sysa=v ae LOT: CREEKSIDE LOT 34 PIROJECT# 04321.000 034R1 MODEra 4EAB "1672- ARIA" GARAGE 911IN'G: RIGHT PAGE: WALL ASSEMBLY DETAILS t60 MPH EXP. C DATE.- 05/24/18 SCALE: 1 /4"=1' - 0" �I;EET WA4 CUT HOUSEM AT 45' ANGLE TEMPORARILY — FOLD -UP 4 SECURE HOUSEWRAP (OR TUCK FLAP UNDER) at HEAD MODIFIED 11, CUT IN HOUSEWRAP ALIGN FLASHING Wl INT. EDGE OF / SILL R.O. LINE OF L OPENING APPROVED HOUSEWQAP OVER SHEATHING OVER WD STUD WALL STEP 1 INSTALL b' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMIS" EXTEND FLASHING MIN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN FOLD HOUSP IN AT JAMBS SLOPE SILL R.O. TO EXTERIOR INSTALL 6' SELF -ADHERING FLASHING OVER VINYL HEAD FLASHING (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP STEP NO MECHANICALLY FASTEN FANNSr> EDGES.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXURAP AS TE FLASHING AT THE 4 WINDOW APPLY 34' NOM. 'ONTINUOUS BEAD 7F SEALANT AT A'156 AND HEAD of %PPLY TO BACK OF 11NDOW NAILING 'LANGE IN LINE W/ 9;m-PUNCHED SOLES OR SLOTS. INSTALL &' WIDE ADHESIVE - BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20)KL or EQUIV) STEP 4- INSTALL WNDC PLUMB, LEVEL AND SQUARE f MANUFACTUREJ WRITTEN —APPLY MEMBRANE FLASHING OVER JOINT STEP 5 NOTE, I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY P NOT COMPATIBI F_ NOTIE: I �\ GLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF /V �� `.. / EXTERIOR RETROFIT WORK A NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH STEP STEP STEP 8 STEP VIpENCE OF WATER INTRUSION BELOW THE W OW OPENING WINDOW FLASHING INSTALLATION DETAILS FULL W]RZ AP 5GALE: NT5 NOTE IF Z f F SHEATHING 5�ST 1 l 15 f NSTALL , F:::'LEASE 3 ANUFA TL�& f N5TAL L AT I CN OCED Ue INTERIOR PE TER OF WINDOW WITH 1NT A R C H IT E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W U W �o E 0. U W Q h Q ti stmDm de LOT: CREEKSIDE LOT 34 PROJRCT# 04321.000 034R1 MODIclu 4EAB "1672-ARIA" GARAGE 811MG: RIGHT PAGB:: WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP, C DAT�� 05/24/18 SCALD: 1 /4" =1' — 0" S WA5 2x6 SUB -BAND W/I"x4" NOTCH -s END, WRAPPED IN PI=Ff_ A STICK DRIP EDGE -1/5' TEXTURED FINISH Is WOOD 1/2' TEXTURED F1NI5H 9 GMU I\ I\ I\ I\ 1 \ METAL FASCIA \ WRAP Ya" FROM \ STUCCO, I" FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ ~� NOTE- NOTCH FOR 2X6 SUB BAND ONLY 1 DELEVAiION i METAL FASCIA WRAP 2X6 SUB BAND —ROOF KICK OUT REMOVED \\ FOR CLARITY \ROOF DECK (BEYOND) \ \ DRIP EDGE, I" OFF WALL 1 (NOT INTO STUCCO) - I-T/5" TEXTURED FINISH / WOOD, 1/2" TEXTURED �i FINISH a GMU 2x6 SUB -BAND W/I"x4" NOTCH END, WRAPPED IN PEEL E 5TICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8" TEXTURED 1=IN15H a WOOD, 1/2' TEXTURED FINISH * GMU METAL LATH WOOD 6HEATHINGz OR GMU WRB LAYER 01, 6TUCCO WRAF' (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING: PALER (FRAME ONLY) ROOFING: CEMENT DRIP EDc%E METAL KICK OUT NOTE= IF ZIP SHEATHING PLEASE SEE 1" IAP PROGEDURES PRE-ENG'D TRU55 TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m" SCABBED TO TRUSS W/126 NAILS ro"-8" O.C. MAX. 2x SUB -BAND W/lY"x4" NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR GMU) SUB _ BAND DETAIL C WALL SUB BAND DETAIL 0P WALL W/KICK-OUT FRAME OR GMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. /4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/ly"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT Q ROOF EDGE OMITTED FOR CLARITY FRAME OR CIMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COI" IPONENT5) METAL FLASHING, WRAPPED MIN. Y411 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Iy"x4" NOTCH s END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY A R C H IT E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w h U w 0 0. U w a lE-4 >sVHDN de LOT: CREEKSIDE LOT 34 PROJECT# 04321.000 034R1 MODEL: 4EAB "1672-ARIA" GARAGE SVMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA r f...+. i DATE: 05/24/18 BCALE: 1 /4" =1' - 0"