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Home My WebLink AboutBUILDING PLANS1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS • FLORIDA BUILDING CODE, RESIDENTIAL, ARV. ABOVE LAV. LAVATORY CERTIFIED BUILDING CONTRACTOR: 5TH EDITION (2014) A/C AIR CONDITIONING LUM. LUMINOUS •ALL LOCAL AND STATE CODES AM. ALT, ADIUSTABLE ALTERNATE M.C. M. MEDICINE CABINET MANUFACTURER D.R. HORTON HOMES .00CUPANCY -RESIDENTIAL, GROUP R3 'D B➢. AMPERAGE HOARD MDv" MTD. MINIMUM MOUNTED 1430 CULVER DRIVE NE •CONSTRUCTION TYPE - VB CL CAB, CENTER LINE CABINET N,T. N.T.S. METAL NOT TO SCALE PALM BAY, FL 32907 • MIN. INTERIOR FINISH - CLASS B CLG. CEILING CLEARPROPERTY O.C. ON CENTER R •BASIC WIND SPEED - Vult=160 MPH TEL: (321) 733-7092 Vasd=124 MPH CONC. CPT, CONCRETE CARPET P.B.B. PH. PH BUTTON PHONE FAX: (3 21) 7 3 3 — 7 9 7 2 • EXPOSURE - C C.T. CERAMIC TILE PLT. PLYWD. PLATE PLYWOOD • 1-STORY RESIDENCE - D. DRYER • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES DBL. D.G. DIA. DOUBLE DUAL GLAZED DIAMETER PR. P.T. R. PAIR PRESSURE TREATED RISER DIM. DIMENSION RAD. RADIUS DISP. DDIPOSAL R.A.G. RETURN AIR GRILL • STATE OF FLORIDA DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM PROFESSIONAL ARCHITECT: D.S. DOWNSPOUT R.O. ROUGH OPENING � DETAIL S.D. SMOKE DETECTOR ROLAND A. ABOUCHACRA D.W. DISHWASHER S.H. SINGLE HUNG EACH MT. SET AR N0, 93723 M. SHEATHING SQ.FT. CALC.'S EQ. EQUAL�ON M. EXHAUST SDI, SIMILAR A.B. DESIGN GROUP, INC. W. EXTERIOR SL. SLIDING F.G./F% • FIXED sL GL SDGLASS 1441 NORTH RONALD REAGAN BLVD. F.G. FUEL GAS AS STANDARDsm. LONGWOOD, FLORIDA 32750 LIVING 16'12 SG. FT. M. FLOOR � SHEAR WALL GARAGE 432 60. FT. FLUOR. FLUORESCENT SC SOLID CORE Tel: (4 0 7) 7 74 — 6 0 7 8 ENTRY 38 SG. FT. FR. DR FRENCH DOOR TEMP. TEMPERED GLASS Fax: (407) 774-4078 LANAI 96 SG. FT. FAG. GA. GAUGEFOOTING GAUGE THE T.O.C. THICK TOP OF CURB TOTAL 2238 SG. PT. GAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB A/C VOLUME 14113.1 G.F.I. GL GROUND -FAULT CIRCUIT LASS TER TYR U.N.O. TYPICAL UNLESS 140M PLAN REVIEW GYP. BD. H.B. H.C. GYPSUM BOARD HOSE BD3 HOLLOW CORE V.P. W. W/ VAPOR PROOF WASHER WITH DATE CHECKED BY: HDR. HGT. OR HT HEADER HEIGHT WD. WOW. WOOD WINDOW INSUL. INSULATION W/H WATER BEATER INT. INTERIOR W.I. WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION SCAN 490 BY &T LUrie COUWV ST. I i1Cf71(?L TOX tB T nrv-c PMgT:)'v kEVIEWED FC NCE BEVIEIi W saTE PLA\3. Rb PERN IT NIUST RE KEPT ON JOB OR NO MPECTION WILL DENUDE. DE. INDEX OF DRAWINGS SHEET # PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN PG 1B-LINTEL SCHEDULE PG 1B.1-SAFE LOAD TABLES PG 2 -FLOOR PLAN PG 3C-ELEVATIONS PG 4C-FRAMING PLAN ELEVATION PG 4.2-CONNECTOR SCHEDULE PG 5-ELECTRICAL PLAN PG DI -FOUNDATION DETAILS/SECTIONS PG D2-1-STORY WALL SECTIONS & NOTES PG D3-2-STORY WALL SECTIONS PG D4-MISC. DETAILS PG D5-PRODUCT APPROVALS PG WA1-WALL ASSEMBLY DETAILS PG WA2-WAIL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA44ALL ASSEMBLY DETAILS PG WA54ALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS DESCRIPTION CONCEALED FASTENERS OR ATTACHMENTS ARE THE `. FON )IQ?!!'TY OF THE CON', r' A;POR OF RECORD ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON AL. DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODER, Tnr,ATMENT 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 h W U W `- 0 F ti U W A F A oulmzv. Z LroT: CREEKSIDE LOT #4 PROJECT# 04321.000 MODEU 4EAB "1672— ARIA" G�ARAGIC 19'I MGt•: RIGHT PAG M COVER PAGE 160 MPH EXR C ARCHITECT - STATE OF FLORIDA 11, Z',' DA; 10/27/17 OCALE: 1 /4"=1' - 0" c p1,1c_COPV 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) 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 R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED II. EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VULT=160 MPH, VASD=124 MPH C 0.86 ±0.18 II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS: THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECT/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 FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3. 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 5TH EDITION (2014) 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 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ASELF-CLOSING DEVICE PER R302.5.1 OF FBCR(2014). 3. PER FBCR 5TH EDITION (2014) 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 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN '/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 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. 7. COMPACTION BY FLOOD 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/.". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/<". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. RAAQnuQV L. PHT- I I1C VYVVV /Aook_li V'V IVIV . I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO, Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), 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 R602.2.3 & R802.1.8.OF THE FBCR 5TH EDITION (2014). 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 CENTERAT 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. 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-11b, STANDARD SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN '/ INCH AND NOT MORE THAN'/ INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES, 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 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 PERTHE 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 LY360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO IJ240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH ACORROSION 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. 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 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION 2014 ( ) HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). PLUMBING REINFORCING STEEL 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 3. CONDENSATION LINES SHALL BE MINIMUM '/" PVC (SCHEDULE 40), INSULATED WITH'%" AMAFLEX ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 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 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 10. DRILLING &NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL EXTERIOR WALL COVERINGS SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 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 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND EXTERIOR FINISHES HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE, 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, 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: WHERE APPLIED OVER MASONRY OR CONCRETE. A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3" 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTMI la & B. CONCRETE EXPOSED TO EARTH OR WEATHER: ASTM-C1063-12a. I. #5, W31 OR D31 AND SMALLER 2" 3. LATH & ACCESORIES PERASTM-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: LIMITED T0: I. #11 AND SMALLER 3/." ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS D. BEAMS, COLUMNS: 'L" FLASHING HORIZONTAL LATH AND PAPER DETAILS I PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE CASING BEAD DETAILS DRIP EDGE DETAILS APPROVAL OF THE ARCHITECT. CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS TIMBER WINDOW FLASHING DETAILS 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) 2-STORY GYPSUM BOARD B. NATIONAL FOREST PRODUCTS ASSOCIATION: UNDER STAIR PROTECTION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FORWOOD CONSTRUCTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE C. SOUTHERN PINE INSPECTION BUREAU: ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER EXTERIOR CEILINGS D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 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 T S d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w w U w 0 w a F a stmDIR de LOT: CREEKSIDE LOT #4 PROJECT# 04321.000 MO DEL 4EAB "1672-ARIA" GARAGE 811rtNG: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C ARCHrTECT: STATE OF FLORIDA 0 DATE: 10 /27 /17 1 SCALE: 1/4"=V-O" 1 n 24"X24"XIV GONG. PAD W/3-05 BARS E.W. ON CHAIRS MIN. 3' COVER BI mm 15'-01 4" GONG. SLAB EXTEND END OF 1 _ ' (GONp CHASE UP 12' ABOVE B COND. GONG. PAD t1'P. EEN SLAB 1 1/2" DI DI Adk 0'-v 1=LEV. /// ■ I I FIN GONG. SLAB — q 24"X24'XI2" GONG. PAD W/3-+'S BARS cp // E.W. ON CHAIRS _ /1 I MIN. 3" COVER ■ /// I _ / I 4" GONG., REINF. W/ Vx6" I / W1.4XWI.4 WWM ON 6-MIL POLY- p I 4' PVC E1-14' LENE VAPOR RETARDER r / CHASE I ■ ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SMALL • Bi= BORA-CARE---,--, J I I / II • 1" PVC CHASE II I W FOR ELEC. TO I r — — ■ ISLAND III /// n I4- I I I Lo I -2 _2 11 5 ■ I I - r--r LA;. I 4-- Aj L---1 N ibLAV II \y II • SLAB/2 — 10 it (<r \ 36"x60" / I I SHWR. PAN 31_211 17-/,, 1 CjHj H5 *51/2" • I I I DI 3' O" ■ p7 LAV. � I n BOLLARD (�} AS I PER WG `� Jl DI 0- BLDCa. CODE �[� a 0 2X10 2X6 WALL I N 101-1" 201-all I ■ ■ -3 I/%F— EXTEND I SLAB 1 1/2' ■■66"3'-411 EXTEND FT3. • DI s I UNDER WALL F�. CONC. SLAB I V. • ■ I ENTRY COLS. 1 1/2, 4' GONG. L — — — SLAB 8 DI � F- ■ ■ ■ ■ ■ ■■ ■■ ■ 11 _ 01 !3 _011 _4" PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REaUIRED EGRESS DOOR SHALL MEET PROVISION OF R3113.1 OF THE FBCR 5tH EDITION (2014) 2'-V � � v o 2" V.7.R. � yl\ VVV I1211 I � 1 1/2' 2" I �I I/2' I tuB I I I ILAV WC. 211 311 3' KITCHEN SINK W/ AUTO VENT 2" V.T.R. r cI I/2' 2 �2' I I/2'� ` 11\�� 1/2' II 11/2" 2 1-----�—�� 2" I 211 I I I/2' I WASHER I WC.I LAV. LAV. TO MAIN 4, 311 3 PLUMBING RISER DIAGRAM SECURE STRAP TO UNIT W/ (2) #Bxl 1/4 SHT MTL SCREWS SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO CONC. W/ l2)-3/16 " "X2 _..... SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" DIA. OVER HEAD a 12" FROM STRUCTURE 4 R I H I T E I T S 6 Desi n Grouon�. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w 0 F 4 W A F BU33DIV. as LOT: CREEKIDE LOT #4 PR.OJMCT# 04321.000 MODEL: 4EAB "1672—ARIA" GARAGE S WWQ: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA a DA Tjo 10/27/17 8CA1JI: 1/4"=1'-0" A S IMET 1 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.a bdesigngroup.00m AA #: 0003325 F W W W 0 F Q U A F A FF Iattonm Se Zola CREEKSIDE LOT #4 PROJECT* 04321.000 asODMU 4EAB "1672— ARIA" GARAGE 3 VfDCG: RIGHT PAGE± DOWEL PLAN 160 MPH EXP. C �j ARCHITECT STATE OF FLORIDA V DATE: 10/27/17 8CALE: 1 /4"=1' - 0" SHEET IA L— 2 L— 2 L— 3 0 (2) 3052-SN C2EGRESS H ---------------- QI I I I I L— 4 8'-8" CLG. 41 I I L— 5 o I I I DINING I I I OWNER'S 1 (2) 3052-SH SUITE 8'-8" CLG. L— 2 GREAT ROOM a' -a" CLG. I IL_ I W.I.C. I I a -8 CLG. II� O I II e I I II 0 I II A II LjKITCHEN o 8'-8" CLG. r--_1 � I f I I ui a - _ Lill mug BDRM..#3 0• BATH r — — 8' -8' GLG, I I II r---t a II UN. I ,o r------ o o• II II FOYER GARAGE 8'-a" cLG. a 3065 W/ 36'XIO" TRANS. BDRM.#2 L— 7 ENTRY L— 2 (2) 3052-SH EGRESS L-1 ]LINTEL SCHEDULE NOTE: T�4E LINt1=LS MAY BE SU5STITUt1=D WITH LINTELS FROM ANOTHER MANUF=ACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED CAST- RFT� LINTEL SCHEDULE LINTEL N©. LENCstI-4 TYPE COMMENTS L I I'1'-4" 8F28-IB/It L 2 BFIh-IB/It L 3 12'-0" SFIb-IB/It L 4 9'-4' SF16-1B/it L 5 1'-6' SF24-IB/It L 6 4'-6" 8�16-08/It L "I 4'-t�" SRF6-0B/It ABV. POOR ASSEMBLY, BTM. ®8'-0 ARCHITECT S •1 N. RONALD REAGAN BLVD. LONGVI/OOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F w U W 0 h U A F eveD=v. ae LOT: CREEKSIDE LOT #4 PR.OJECT# 04321.000 MODEL: 4EAB "1672-ARIA" c°wRwGE aw=xG: RIGHT PAGE: LINTEL SCHEDULE 160 MPH EXP. C ARCHITECT STATE OF FLORIDA e 10 /27 /17 _ �cQy �4FE LOAD T4 L 3 FOR GRAVITY", UPLIFT 4 LATERAL LOADS 8" PREGAST 4 PRE5TRE55ED U-LINTELS C��-CRm AVIT'- TY'PE 1-EN�T� SUS BFD-05 OFi2-05 16-0 20-0 24- 28-0 32-0 SFS-15 8FI2-115 8FI6-15 OF20-15 OF24-15 OF25-15 8F32-15 2'-10"C34") PRECAST 2302 31(o6 4413 6039 7526 9004 10412 11936 3166 4413 6039 152(o 9004 10412 1193(o 3'-ro" (42") PREGAST 2302 3136 337-t 4689 6001 1315 8630 e941 3166 4413 6039 1526 9004 10412 11936 4'-0" C48") PRECAST 2029 2325 24g6 3461 4435 5410 6384 1358 2646 4413 6039 1526 9004 10412 11936 PREGAST 1651 1181 1913 2651 3403 4149 4896 5644 2110 4027 6039 1526 9004 10412 9668 5'-4" (64") PREGAST 1184 1223 1301 1809 2311 282(o 3336 3646 1665 2889 5051 6096 5400 6424 1450 5'-10"C70") PRECAST 972 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5458 4431 5280 6122 (o'-6" (78") PREGAST 93.1 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396? 5260 1134 8995 6890 -i'-(o" (90") PREGAST 16-1 1029 1615 2385 1994 2439 2886 3333 1029 16-t5 2610 3539 559(o (o613 5047 9'-4" (112") PRECAST 573 632 1049 1469 1210 1482 1154 2021 168 1212 I818 2544 3469 4030 3121 10'-(o'Y126") PRECAST 4.56 482 602 1125 915 1122 1325 1535 658 1025 1514 2081 2-t74 3130 2404 ll'-4" (13(o") PRECAST 445 598 S35 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-0" (144") PRECAST 414 545 864 1254 1689 2014 1510 1815 555 864 1254 1693 2211 2832 3590 13'-4" (160") PREGAST 362 421 126 1028 1331 1635 1224 1418 455 148 1016 1438 1855 2343 2920 14'-0"(168") PRECAST 338 361 648 919 1190 1462 1081 1260 455 -too 1003 1335 1114 2153 2666 14'-8" C176") PRESTRESSED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 15'-4" C184") PRESTRESSED NR NR NR NR NR NR NR 420 695 1250 1855 2310 2890 3410 I1'-4° (208")PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 S50 1400 1800 2200 2600 19'-4" (232") PRESTRESSED N.R NR NR NR NR NR NR NR 240 400 1 150 1090 1400 1120 2030 21'-4" (25(0") PRESTRESSED NR NR NR NR NR NR NR 183 330 610 e40 1340 1180 2110 22'-0"(264")PRESTRI=SSED NR NR NR NR NR NR NR 300 570 810 1250 16ro0 1970 24'-0(288") PRESti•ESSED N.R. tlNi NR NR NR NR NR NR 240 470 120 1030 1350 I(o10 0" PRECAST E PRE5TRE55ED U-LINTELS C1o/=T■CRF" U f =L I FT LATERAL T'T'PE 8F8-lt 12-it 8Fi6-It SF20-It 24-IT SF26-IT 8F32-It SU8 SF8 8-2 12-2T 16-2t 20-2 24-2 28-2 EF32-27 2'-10°C34") PREGAST 2121 2818 4101 5332 6569 -t811 9055 2021 2021 2121 2-t54 3981 5190 6407 1630 5851 3'-(o° (42") PRECAST 2165 228E 3260 4237 5219 6204 7192 125-t 1251 2165 T 2215 3165 4125 5091 1 60ro1 1036 4'-0" (46") PRECAST 15-t5 i989 2832 3680 4532 14010 5381 6245 938 938 18-t8 1925 2150 3583 4422 5264 6110 4'-(o" (54") PRECAST 16(oO 1162 250-t 3257 4-Tro-t 5525 727 721 1660 1105 2435 31-tl 3913 4658 5406 5'-4" ((o411) PRECAST 1393# 1464 2110 2141 33-t5 4010 4648 505 505 1393 1437 2050 26-t0 3293 3920 4549 5'-10"(70") PRECAST 1212# 1357 1930 2505 3084 3(0(o5 424-t 418 418 12-12 1315 1615 2441 3010 3583 4151 6'-(o" (78") PRECAST 1141# 1200 1133 2250 2169 3290 3812 101 887 1141 1182 1684 2192 2103 3216 3132 7'-(0" (90") PRECAST 959# 912 1415 le14 2354 2-t91 3240 591 657 990 1029 14(o6 1907 2351 2-t91 3245 PRECAST 801# 612 980 1269 1560 1852 2144 454 630 801 155 1192 1550 N310 2211 2634 10'-6"(126") PRECAST 716# 495 193 1021 1261 1496 1131 396 493 -tiro 611 1039 1359 1-111 2034 2358 PRECAST 666# 439 696 899 1104 130E 1515 363 5 6 666 535 905 1295 1595 1896 2198 12'-�0" (144") PRECAST 601# 400 631 516 1001 1156 13-t2 340 494 631 486 818 1209 1514 I-t99 2086 PRECAST 500# 340 532 ros6 841 C39-t 1153 302 398 513 40S 682 1004 1361 1631 1891 14'-0"(168") PRECAST 458E 316 493 635 118 922 1065 286 360 0 548 318 629 922 1254 1561 1816 14'-8' Cllro") PRESTRESSED 243 295 455 591 124 557 990 N R' 357 243 352 562 852 115(o 1491 1742 (164") PRESTRESSED 228 2-t8 430 553 617 801 925 N.R. 32rt 228 329 542 151 1072 1381 161ro I7'-4" (208")PRESTRESSED 158 236 361 464 56-t (o-t0 -t74 N.R. 255 I88 2-t6 449 649 8-t4 1121 1389 19'-4" (232") PRESTRESSED 165 20-t 313 401 490 518 661 N.R. 204 165 239 383 550 -t3(c 940 1160 21'-4" (256")PRESTRE55ED 145 186 218 35(0 1 433 512 590 N.R. 172 142 212 33(o 4-17 635 60-t 993 22'-0"(2ro4")PRESTRES5ED 140 180 268 343 418 493 568 N.R 161 131 205 322 457 601 711 94-t F (26811) PRESTRESSED 12-1 165 244 312 350 447 515 N.R. 135 124 186 290 408 538 680 833 #REDUCE VALUE 5Y 25% FOR GRADE 40 FIELD RESAR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS CAW-C A V 17*r 1 Y�PE 6-0 8RFI0-05 8RF14-05 8RFi8-0 SW22-0 8RF26- SRF30-05 LENCxTI-I SRU6 8RF6-15 SR--10-15 8PaF14-15 8RFI8-15 SR--22-15 8RF26-15 SRF30-0 4'-4" (529 PRECAST 1489 1591 3053 2982 3954 4929 5SO4 6880 1821 3412 4982 6472 1941 9416 108-t8 4'-6" (54") PRECAST 1351 144E 2182 2114 3600 4491 5315 6264 1702 3412 4982 6412 7941 9416 10818 832 1602 1550 2058 256(o 3015 3585 5'-8" (68") PRECAST 185 1153 2162 4014 6412 6516 5814 6839 5'-10" C109 PRECAST 135 719 1500 1449 1924 2400 2816 3352 1103 2051 3811 6412 6516 5450 6411 (o'-8" (809PRECAST 822 901 1611 2933 25-t(o 3223 3012 4522 901 1611 2933 4100 (o-t30 81-t7 6101 161 131-t 2252 1958 2451 2944 343E -i'-6" (90") PRECAST 6(o5 164 1371 2329 3609 5492 6624 5132 9'-8" (116 ") PREGAST 311 420 834 1253 1011 1342 1614 1886 535 S28 1491 21-t9 2618 1 3595 2815 8" PRECAST W1 2" REGE55 DOOR U-LINTELS L� L f T LATERAL TYPE LENGTH 8RF6-17 81-�F6-at 8RFI0-IT SRFIO-2T 8RFI4-It 8�14-2'r SWO-IT 8RFI8-2T 8RF22-17 Si=22-27 8RF26-IT 8RF26-2 OW30-It SRF30-2 8RU SRF 4'-4" (52") PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 1244 1519 2339 3110 4006 4850 5696 4'-6" l54") PRECAST 1192 1501 2311 3121 3931 4156 5511 853 853 1192 1455 2240 3036 383-t 4643 5453 (68") PRECAST 924# 1112 1195 2423 3055 3689 4325 501 501 g24 1132 1-t41 235-t 2918 3603 4230 5'-10" (70") PRECAST 596" 1138 1742 2352 2965 3581 4198 469 469 Serb 1099 1690 2288 2891 3491 4106 6'-8" (60")PRECAST 118 882 1513 2042 2513 3101 3(o42 830 1100 118 956 1468 198-t 2509 3035 35(03 �'-6" (90") PRECAST 688 697 1325 1610 2280 2153 3221 110 941 688 849 1302 1162 2225 2(o90 315-1 9'-8" (116") PRECAST 533# 433 808 1123 1413 1104 1995 516[ro14 533 52-t 1009 1369 1128 2088 2450 #rtr�?uct vAL-Utz eT I27- rvF< CzIWADE 40 FIELD RE5AR *5 REBAR AT TOP MIN. (1) REQ'D 1-1/2CLEAR Ti'fi=E DESiGzNATION a F = FILLED WITP GROUT / U = UNFILLED Q C.M.U. QUANTITY OF 05 RE5AR AT " FBOTTOM OF LINTEL CAVITY z O ' GROUT � 05 REBAR AT BOTTOM • • OF LINTEL CAVITY NOMINAL LUiDT�4 i QUANTITY OF SBOTTOM REINFORCING NOMINAL NEIGPT- RE5AR At TOP 7-5is'ActUAL PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) 5AE-E LOAD TABLE NOTES 1 IATEfRIALS � � �'�'L SOT S I. 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 2051. if bearing length is less than (o-1/2" 2. f'c prestressed lintels = 6000 psi. 2. shore filled lintels as required. Safe loap y with the architectural and/or structural c1rawingds for all recessed lintels based on 8" nominal bearing. 3. f'c grout = 3000 psi w/ maximum 3/5" aggregate. 3. installation of lint•l must com I l s. 2. N.R. = Not Rated. 4. Concrete masonry units (CMU) per ASTM C90 w/ 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified. minimum net area compressive strength = 1900 psi. vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Rebar provided in precast lintel per ASTM A615 CxR60. 5• All lintels meet or exceed L/360 vertical deflection, except lintels 11'-4" and 5. Additional lateral load capacity can be obtained by the designer by providing longer with a nominal height of 8 meet or exceed L/180. addional reinforced masonry above the precast lintel. Field rebar per ASTM A615 CxR40 or CxR60, 6. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar are be located h the bottom of the lintel lcvlta 6. One *1 rebar may be substituted for two *5 rebars in S" lintels only. 210 low relaxation. 7. �/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. -1. The designer may evaluate concentrated loads From the safe load tables by -I. T/32 wire per ASTM A510. 6. Gast-ln-place concrete may be provided in composite lintel in lieu of ccncrete masonry units. calculating the maximum resisting moment and shear at d-away from the face of support. 8. Mortar per ASTM C2-t0 type M or S. 9. Safe load ratings based on rational design analysis per AGI 316 and AC1530 8. For composite lintel heights not shown, use safe load from next lower height. g. All safe loads in units of pounds per linear foot. A R C H I T E C T S 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y U w 4 0 F 0. W A F 9LTHDM de LOT: CREEKSIDE LOT #4 PROJZCT# 04321.000 MODEU 4EAB "1672-ARIA" GARAGE BWDCG: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA A A. ASOUCHACRA NO 93723 J DATA: 10 /27 /17 OCALIC: 1 /4"=1' - 0" BHZICT 1113.1 COMPONENT AND CLADDING WIND LOADS BASIC NAND EAO.il' W FOR 3 SECOND GUSTS OFEW409 SQUARE ZOPE 10D WH WIND (WAt) REMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA SiG.D. MIN. -12 5 30/-3i CRITERIA 8070 O.H.D. 56 5 30/-38 160-t0 O.H.D. 112 5 29/-35 SOFFIT N/A 5 31.6/-392 - IF ROOF TILE N/A 3 -55.29829 APPLIGASLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=11, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR R612.2 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. a �kR'_R,, 71 12'-0" 26'-8" , 3052-5I4 coriD_ ' (2) 3052-SP EGRESS vLANAI I I DOOM 8 -8 CLG. OWSNUER'S 8'-8" CLG. 2'-8" (2) 3052-514 14 tlJ i s w tF N ry"4J as _ PROVIDE D5L STUD GREAT ROOM EA ENODF 8'-8" GLG. KNEEWALL r G. — V. — III o I b36 III-- I I I w 0I`� I I o N sb36 z I II A O -5 IR-1514_ W.I.C. 8'-8' CLG. `'b' I — ---I r II b24 I C. IR-15N b36 I KITCHEN ul> W-8' CLGx. -- 3 -8° 3'-9"1, - I/2'0, Ne No�lls 3 O m 4„4,4" e Ln BDRM.3, S'-8" CLG. `L XS 0. A 3-Su N BATH A/ CIA �,_4,� 21_g„ 31_3ll � r r — — � � - '-8" GLCx. NOTE D 0 3,_4„ C.I . ti. _all %86l-8�lI 0 a I U C r---1 LAV. LAUN. I (L CLCs. � O fl I � 36 °x60" iSPUP, PAN 3-5H m BATH #2 "� :ti 2' -a. F AV. `'�// W-II KII • i � II I I I I S 50LLARD A5 REQ. _ IR-Isle — — — — — — m i I C. ` r PER 5LDG. — GODS FOYER -S" 2'-4" 3'-8" GARAGE 8� c. 3068 W/ 36'XIO" TRANS. - " BDRM .#2 8'-8' CLG. h1-; ,, c0 ENTRY (2) 3052-514 8'-8" CLG. '-0 _o„ 4'-8" I/v'-2>" 13,-0" 4'-4" 21'-4" Ell NOTE: -2-8 LOUV. DOOR W/ AIR PANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITP SITE PLAN. - FRONT DOOR ASSEMBLY TO 5E TPERMA-TRU F15EIsLA55 DOOR W/ TRANSOM (SINGLE A55EMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO 5E EQUIPPED W/ SELF -CLOSING DEVICE (R302.5.1) F5CR 5TP CD. (2014). SQ.FT. CAM'S LIVING 16"12 5Q. FT. GARAGE 432 SQ.FT. ENTRY 38 50. FT. LANAI 96 50. FT. TOTAL 2238 $Q. FT. A/C VOLUME 14'113.1 IEXTERIOR MASONRY WALL 5RG. 14EIGHT5 1121■■■■1111I �S _ 1' 4" TOP PLATE PROvIDE D5L STUD EA. END OF t1VAR DETAIL SCALE: 1/2"=1'-0" - ME I COARCH m VARO (g)VANITY Q VANITY A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.00m AA #: 0003325 1a�11 g U a F a x ti BVHDIV. de LOT: CREEKSIDE LOT #4 PROJECT# 04321.000 MODE 4EAB "1672- ARIA" GARAGE s9WMWG-. RIGHT PAGE: FLOOR PLAN t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA Rov - ` 0 A A CHACRA AR NO 93723 mmommmommlow DATBM 10/27/17 SCALE: 1 /4"=1' — 0" SHEET 8'-8' BRCS. HCst. 14B WA3 TYP. 0-0' FIN. FLR m 0'-0" FIN. FLR rl V-8" BRCS. HCst. L. 0'-0' FIN. FLR r � I OFF RIDGE VENT REAR ELEVATION TEXTURED FINISH I�6 12 �6 OFF RIDGE? VENT SHINGLE ROOF 7 FOAM DRAIN TILES — — 12 4" RAISED BAND 4" RAISED 1 BAND 7i� WAII 4 WA TYP. WA — TYP. _ 8'-8" BRCS. HGT. 8'-V BRCS. HGT.�. �� S'-8" 51;P HCsT. — 7B 16 X62 DECORATIVE: TYP. tI— I 3 5NU7Tl=R 11 TYP. WA - P1'. COAGH W 4' RAISED r A' LIGA-IT BAND (TYP.) �? cv (� OL 0'-0" FIN. FLR 0'-0" FIN. FLR,_ 0'-0" FIN. FLR OFF RIDGE: VENT I RIGHT ELEVATION TEXTURED FINISH OFF RIDGE VENT I OFF RIDGE VENT ■ r- N n N LEFT ELEVATION TEXTURED FINISH FRONT ELEVATION TEXTURED FINISH NOTE:: WALL FENESTRATION FLASHING AS PER FBCR R103.8.1 S'-8" BRCS. HC�xt. 0'-0" FIN. FLR �Y 8'-8' BRG HGI DIY 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 = .5X 1120.32 IN UPPER PORTION OF ATTIC = 560.16 SQ. IN. (BALANCETO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT(netfree area) TOTAL# OFVENTS REQUIRED = 4.87 TOTAL#OFVENTSPROVIDED = 5 SOFFIT VENTI LATI ON AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 80.02 4" nD]ECO. DE'TA L SCALE: 1/2' = 1'-0" A R C H I T E C T S Desi!n p 1 od Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W W U W a a to to a h NUDDIV. a LOT: CREEKSIDE LOT #4 PROJECT# 04321.000 MODEU 4EAB "1672-ARIA" GARAGE 911117KG: RIGHT PAGM: ELEVATION 160 MPH EXP. C D A> 10/27/17 OCALE: 1 /4" =1' — 0" mHEET 3C A R C H I T E C A4 A3 A2 LU A Ll, 4 ----- 7� z F = A2 —2-2 _x5_47 —I A3 0 ATTIC A4 A5 0 Al Z_ rL _TlTl_F J.3 52Gr= f- 31-0.1 31-01, 31-0 3'-oll C%AIBLr= END W DIAL. BRACING STIM. CHORD SEE OTL. W 5RACIWs, SHEET 02 Tylo. YRAMING PLAN RANr=Y 06102114 5il OU l_)6 IL Z Q < ou IL Z Qm JU 5JI I 4 Design Group-inc .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 N Q Q O EN, SLTBDiV. de T* CREEKSDE IDE LOT #4 P PRitOJZCT# 104321.000 MODEL: 4EAB 1672-ARIA GARAGE DWMG: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C./ ARCHITECT STATE OF FLORIDA UOV X-JC%U6KV A J)A7M 10/27/17 I SCALE: 1/4"=11-0lp 1 Simi" 4C CONNECTOR HEDULE CONTROL DATE: 01-05-I1 ONNECTOR SCHEDULE SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-I6 1450 PTA 16-18 1625 (S) 10d x 1 1/2' I -PLY, (6) 16d 2-PLY, (USP: (10) 10d X 1 1/2' - NO Ibd OPTION) (2) META-16 1985 (2) PTA 16-I8 2800 (10) 10d x 1 1/2" I -PLY, (USP: (10) 10d x 1 1/2') 26-t5 (14) 16d 2-PLY CUSP: NO 1(pci OPTION) µETA-16 1810 PTA 16 18-10 (S) 10d x 1 1/2' I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 1/2', NO 16d OPTION HETA-20 ISO PTA 20 1870 (S) 106 x 1 1/2' I -PLY, (8) 166 2-PLY USP: (10) 10d x 1 1/2", NO 16d OPTION � (2) µETA-20 2035 (2) PTA-20 3230 (10) 10d x 1 1/2" I -PLY USP: (10) lod x 1 1/2" 2500 (12) l(od 2-PLY (USP: NO I(pd OPTION) 0 LGT-2 2150 LUGT-2 1550 (7) - 114" x 2 114" TITEN, 2 (USP: BLK (5) 1/4' W5, WOOD (16) 10d 0 DETAL-20 2480 DHTA-20 2430 (18) - 10d x 1 1/2, 1 PLY MGT + 3w5 MUGT 41'I5 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' F-M5ED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD) HGT-2 + lo980 HUGT-2 s1w (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) 10d TO WOOD (USP: WOOD (8) lOd) HGT-3 + 10530 HUGT-3 9860 (2) 3/4' A.T.R. IN HIGµ STRENGTH EPDXY (MIN. 12' EMBED), Orb) 106 TO WOOD (U5P: WOOD (8) 10d) LGT3-SDS2.5 32M LUGT-3 3525 (12) SDS I/4'x3' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8" X 5' WEDGE BOLT, WOOD (12) W525) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) 106 x 1-1/2' (USP: (10) 10d x 1 1/2' VGT 4TI40 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EM15ED), (Irv)-SDS 1/4'X3" TO WOOD (2) VGT '1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32)-SD5 1/4"X3' / 2 PLY MT6-12 1000 MTW 12 1IS6 (14) 10d x 1 1/2' (USP: (14) 10d x 1 1/2", (14) 10d) HTS-1(p 1150 HTW 16 1260 Oro) 10d x 1 1/2' (USP: (16) 10d x 1 1/2', (I6) 106) HTS-20 1450 HTW 20 1530 (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2", (20) 10d) HTS-24 1450 HTW 24 1530 (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2", (20) 10d) LSTA-12 ++ 525 LSTA 12 '530 (10) loci USP: (10) 10d LSTA-18 ++ 1235 LSTA IS 1235 (14) 10d USP: (14) 10d MSTA-IS ++ 1315 MSTA-18 1310 (14) 10d USp: (14) 10d V) MSTA-24 ++ 1640 MSTA-24 1640 (18) 10d U5P: (15) 10d 0- MSTA-30 ++ 2050 M5TA-30 2065 (22) 10d USp: (22) 10d < MSTA-36 ++ 2050 MSTA-36 2065 (26) 106 USP: (26) 10d 1— MSTI-36 30M KSTI 236 3ew (36) 10d x 1 1/2" USp: (36) 10d x 1 1/2" V) MStI-48 5065 KTS1 240 5140 (48) 10d x 1 1/2" USP: (40) 10d x 1 1/2" µ6 950 LFTA 6 1210 (8) 8d t0 PLATES, (8) 8d TO STUDS (USp: (16) Sd x 1 1/2', (16) 8d) 61=4 885 SPT 4 945 (6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS A34 3w MP 34 380 (4) Sd x 1 1/2' TO BEAM, (4) Sd x 1 1/2' TO POST. USP: (4) 8d x 1 1/2" t0 BEAM, (4) Sd x 1 1/2' t0 POST. µCP2 645 HHCP 2 800 (12) 10d x 1 1/2' USP: (10) 106 x 1 1/2' TO TRUSS, (10) 10d X 1 1/2" TO PLATE P10A 1140 RT 16A 1380 (18) Iod x 1 1/2' USP: (S) 10d x 1 1/2" TO TRUSS, (8) 10d X 1 1/2' TO PLATE VGT t HDU4 4CJ40 PHD 4A 5215 (Iro)-SDS 1/4"x3' TO WOOD, (10)-SDS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8" ATR MIN. -I' EMBED SET IN HIGH STRENGTH EPDXY, (10) W63 WOOD SCREWS VGT 4 HDT5 4940 TDX 10 10140 (I(b)-SD5 1/4"x3' TO WOOD, (W-3/4" STUD BOLTS W/ THREADED ROD, (2) NUT5AUASHER/2PLY USP: 7/0' ATR MIN. T' EMBED SET IN HIGH STRENGTH EPDXY, (4) -1/0" TPRU-BOLTS A5U 44Z 2200 6665 PAU 44 2535 6'175 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC., (12) 16d TO WOOD USP: SAME AS SIMPSON AM 66Z 2300 12000 PAU 66 2380 16005 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. -t' EMBED.) IN GONG, (12nbd TO WOOD USP: SAME AS SIMPSON N LTTIS +++ 1340 LTS IS 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. '1" EMBED.) IN CONC., (S)10d TO WOOD USP: SAME AS SIMPSON CK 0 LTT205 +++ 1500 LTS 20B 1105 (I) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. "1" EMBED.) IN GONG, (10)106 TO WOOD USP: 3/4' ATR MIN T" EMBED SET IN HIGH STRENGTH EPDXY, (10) loci, (10) loci x 1 I/2" 2-1/2" _ () 71 Q HTT4 4455 HTT45 4160 (1) 5/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. i' EMBED,) IN CONC, (18) SD"10 X 1 1/2" (USP: (20) Ibd X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-1/2', (20) Ibd x 2 1/2' µ 5 5090 HTT45 5005 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. -I' EMBED,) IN GONG, (26) 16d X 2 1/2' CUSP: (20) 16d X 2-I/2") USP HAS MORE NAIL OPTIONS: (28) 109A, (28) 10d x 1-1/2', (20) 166 x 2 1/2' HHDQII-SDS 2.5+ 11,810 UPHD II 14395 (U 1' A.T.R IN HIGH STRENGTH EPDXY, (MIN, 10' EMBED.) IN GONG., (24) SDS y4' x A' WOOD SCREWS (USP: (24) W53 WOOD SCREWS) HD15 6645 TDX 10 10140 (I) 1/8' A.S. IN HIGH STRENGTH EPDXY, (MIN. i' EMBED.) IN GONG, (3) 3/4' STUD BOLTS TO WOOD (USP- (4) 7/0' 50LTS) N M514A 3475 5330 NFM35Xl2U 2580 1130 SIMPSON: (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN CM.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.715' EMBEDMENT) IN CP1U. FACE, (18A06 TO SEAM USP: (U 1/2" J-DOLT W/ MINIMUM 6: EMBED. e NOT LESS THAN 4" FROM EDGE OF CONC W/ 3/4' PIA ITW R4MSET/RDHEAD DYNA MOLT SLEEVE ANCHOR OR Ea W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. (14) 10d ATJOIST Of W 0 HUSG412 (WOOD) 3635 2660 (FLR) 3265 (ROOF) HU84121F 3060 2110 (FLR) (10) 16d TO HEADER, (10) Ibd TO WOOD USP: SAME AS SIMPSON 3325 (ROOF) z Q HUG410 (CMU) 1800 4920 HD410 IF 1305 woo I/4" x 2-3/4' TITEN (t PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (I8) 1/4' x 3" WS3 SCREWS, (10) 10d TO WOOD. USP USP (20) 3/l6 TAPPER+, (10) 10d TO WOOD _ PUC210-2 (CMU) 1800 5085 HD210-21F 1305 5m00 (18) 114' x 2-3/4" TITEN (S PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (18) 1/4' x 3" W63 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) 10d TO WOOD HUG210-3 (CMU) 1800 5085 5595 HD210-31F 1305 5000 (15) 114' x 2-3/4" TITEN (S PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (18) 1/4' x 3" W63 SOWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) 10d t0 WOOD LGUM26-2-SD5 1430 LGUM26-2 2125 6065 (4) 3/8' x 4" TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SDS SCREWS TO WOOD, USP t4) 3/8" X 4' WEDGE 501-T+t W63 WOODSCRWS HIGH STRENGTH EPDXY = SIMPSON "SET EPDXY-T1E'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GRATER THAN 7" DEEP, THE VERTICAL CELL IN C1-1U. WALL MUST 5E FILLED SOLID w/ GROUT. ++ 106 COMMON NAILS CAN 5E SUBSTITUTED WITH I0d x 1 1/2" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. MITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL 5E 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL 5E T' LLI I— O A.T.R. = A-30"I ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE or THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST ISE RSPON8I5LE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER O= RECORD PRIOR TO USE. ALL CONNECTOR VALUES 5ASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C201T' , "HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-5A6-2012 t USP STRUCTURAL CONNECTORS 20115-2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN D5L 2 DSL 2 D5L 2 DSL 2 x 6 x 8 x 10 x 12 UP TO 5'-4" 5'-4" TO 1'-0" T -0" TO 10"-0' 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN D5L 2 D5L 2 D5L 2 D5L 2 x 6 x 8 x 10 x 12 UP TO 5'-0" 5'-0' TO 6'-4" 6'-4' TO 8"-0" 8'-0' AND OVER GAMING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP t0 5'-0" TO 8' 0' U.N.O. 4'-II I/2" -t'-II I/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER 1 2 3 2 x 12 (02 SYP) 'I/16" 055 NAIL (3) 126 s 6'-8" O.G. TYP. 2x12 BM./HDR. I. HURRICANE STRAPS TO 5E MANUFACTURED 5Y SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O. o TRUSS TO MASONRY/CONCRETE SHALL 5E META-16 r FLOOR JOIST TO MASONRY/CONCRETE SMALL 5E HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. s TRUS5 TO WOOD FRAMING SHALL 5E MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED 5Y 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 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT 5LOCIGING SECURED W/3-106 GUN NAILS OR 3-12d HAND DRIVES sm EA. END. CUT PITCH 0 5EVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 7. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. &PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 F5C RESIDENTIAL -SECTION R302.12. 9.REFER TO DETAIL 8 SHEET D4 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS E DETAILS. A R C H I T E C T S 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774- 078 www.abdesigngroup.com AA #: 0003325 F W v W 0 a U W A r4 Q BLTBDIV. de IAT: CREEKSIDE LOT #4 PROJECT# 04321.000 MODELa 4EAB "16`72-ARIA" GARAGE BWDtG: RIGHT PAGE: CONNECTOR SCHEDULE 160 MPH EXP. C ARCHITECT STATE OF FLORIDA u y$ PRINT DATE: 10/27/17 SCALE: 1/4"=1'-0" SHEE�/-�{T�j�— II e 2 .10 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET llov OUTLET in OF OUTLET WIRED TO SUItG4 CFI 110V OUTLET ISWIPM W/GRND FAUL INTEIOUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE GOIWEGTION UL llm"R Y GFI OUTLET ING SWITC4 SWITCH 3-WAY OPER 4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT COLING LIC4T �Ol VP VAPOR PROOF LIGHT CO` RECESSED CAN WALL SCONCE �- PRE -WIRED (� VENT. FAN I GFM PER SQ FT. VENT. FAN W/LrA-rr I GFM PER ea. Fr. 11 FIXI (SPEG'S TBp DY a BUILDER) FLUOREST ENT 2-BULB WRAP AROUND 2'FLUORIESCEW 4' FLUORET SCEN Q 4'TRACK LIGHT ®II PANEL METER OSMOKE S.D. BAIT. BACK-UP W/ HARDWIRE DETECTOR WALL MOUNTED BATr- BACK-UP 8D. eMOKE DETECTOR W/ HARDWIRE ® S/CO CARBON MONOXIDE WOKE DETECTOR cLtW Barr, BACK-UP W/ HARDWIRE NTER-CONNEGTED SHALL BE A DISTANCE OF NOT LESe THEN 4' MROM WALL PENDANT LIGHT II� H> NATURAL GAS OUTLET ` TELEPHONE JACK WATER HEATER IGNITION SOUROZ t0 BE ELEVATED DISCONNEGY IS' AM A/G AIR CONDITIONING pl$GONNECt ❑N. TELEVISION JACK CEILING BOX WGUIRM OJ-SOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SJCH FOR GTION IM BOX Feamm to BE SUPPORTED IN CEILING FANA.IGWT ACCORDANCE W/ BOX MARLED AS S104 FOR INSPECTION FLOOD LIGHT OFT. SECURITY KEYPAD I--Q P.B. P1,184-BUT1ON FOR CHIMES �--4�; USS PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED ® HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF P5CR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. o GFI G 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 MI50i3 F5CR 5TH EDITION (2014). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS P WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). ALL LAMPS SHALL BE SELECTED 5Y BUILDER AND 75% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.G. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2014. 5th EDITION R404.1 i OPT. COACH LIGHT ELECTRICAL PLAN WP Panel MAIN -A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3- #2/0 Cu THWN & 1- #6 Cu (G) in 2" C. OR 3- #4/0 AL THWN & 1- #6 Cu (G) IN 2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #8 2 35 A/C C. U. - 1 5664 1 2 Space N.0 3 4 Space #12 1 20 Exterior Receptacle GFI 1200 5 6 Space Space 7 8 Space PANEL - A PANEL: 40 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O FEEDER: 3- #2/0 Cu THWN & 146 Cu (G) in 2" C. OR 3-#4/0 AL THWN & 1- #6 Cu (G) IN 2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #6 2 60 AHU-1 (Heater 10 KVA at 65%) 4750 1 2 Space 3 4 Space #6 1 50 Range 4500 5 6 2250 Water Heater GFI 25 1 #10 #6 1 50 Range 4500 7 8 2250 Water Heater GFI 25 1 #10 #10 1 30 Dryer GFI 2500 9 10 1200 Washer GFI 20 1 #12 #10 1 30 Dryer GFI 2500 11 12 1500 Laundry AFCI 20 1 #12 #12 1 20 Garage Lights and Recepticleas/ GFI 900 13 14 1200 Dishwasher GFI 20 1 #12 #12 1 20 Disposal GFI 500 15 16 1200 Refrigerator 20 1 #12 #12 1 20 Smoke Carbon Monox./AFCI 900 17 18 1500 Exhaust Hood Micro 20 1 #12 #12 1 20 Kitchen Recp/ GFI 900 19 20 900 Kitchen Recp/ AFCI 20 1 #12 #12 1 20 Breakfast Room/AFCI 900 21 22 900 Toilet Room Recepricles / GFI 20 1 #12 #12 1 20 Dining Room /AFCI 900 23 24 900 Owners Suite Lights and Recept./' AFCI 15--T 1 #12 #12 1 20 Toilet Room Recepricles / GF1 900 25 26 900 BDRM#3 Lights and Recpt/AFCI 15 1 #14 #14 1 15 BDRM #2/Lofts Lights and Recpt/AFCI 900 27 28 2640 Irrigation Controls 15 1 #14 #14 1 15 General Lights and Recpt/AFCI 900 29 30 900 General Ligths and Recpt./AFCI 15 1 #14 #14 1 Space 31 32 Space Spare 33 34 Space Space 35 36 Space Space 37 38 Space Space 39 40 Space Load subject to demand factor calculations / line 1 27650 18240 1 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 45890 ' First 10000 watts at 100% 10000 Remaining watts at 40% 14356 Total A/C load 4750 Future Growth = 10% 2910.6 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 29106 Total Amps (watts / 240 volts) 121.3 General Lighting & Receptacle Load Total A/C Square Feet 1672 General Lts & Rec 3 W / Sq. Ft. 5016 Hi -Hats 0 at 65W/Li ht at 100% p Total General Lights & Rec (Watts) 5016 Ckts# I watts/ckt Total watts General Lts & Rec Panel A 121 4181 5016 1r50 Arolf= ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS, OF THE 95CR 5TH EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THWN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRAPE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY- ' ELECTRICAL SERVICE. PROVIDE 3 m COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 0210 ALUMINUM (AL) IN 2'' DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PIRIOR TO BID. PROVIDE 302/0 CU, THWN + 106 CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE A50VE SOFFIT a OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO M O PANEL 15OA/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BOND ING TERMINAL AT LOW VOLTAGE CONNECTIONS CCALE TELEVISION SERVICE ENTRANCE EQUIPMENT �- 1 "4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 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 04 W xi W W 4 0 0. a U W A h mid BUDDrv: ee LOT: CREEKSIDE LOT #4 Pl?AJECT# 04321.000 MODET A 4EAB "16"72—ARIA" GARAGE E BWMG': RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C DATffi- 10/27/17 WCALM: 1 /4"= V — 0" SHEET ■ 1 9". I � DINIONM 12 12 IOx(0 120 GPM l % 5Fwi 12x12 OWNER'S SUITE 12XO 7" IL _ I ¢ GREAT ROOM IOx& I TCHEN 120 CPM C' I 411 I 10X6 I 'll�arer.�ll"1 0. IV BATH L -I BDRM #3 L------ 5" 10Xro �5 r-- 24 411 > X4 L --J r CP01 1 II 8 -- s '0T� I ------- — MASONItE LOUVER BATH PLANTATION F - 8X 4 180-04 2W 6„ MAX AIR - — 10X6 584.15 CPM GPM 12X8 ------- Ass TI-IRU FOYER 10X6 i5 GPM BDRM. 2 18X4 ARIA EQUIPMENT 5CPEPULE 2.5 TONS MPCm CARRIER GU 251-I5C530A AHU PV4CNC5pJ005 HEAT 5Kw GARAGE SEER 16 sEER TOTAL CAP 29000 ELECTRIC 208/230/IHP 51;eKR CU 30 A-1U 35 ENTRY REP LINES 3/4' E 3/5' -- ---- HVAC LAYOUT PLAN F W U W 4 0 a a U Q 41 A stmDIV. de LOT: CREEKSIDE LOT #4 PitoxmcT# 04321.000 MODEU4EAB "1672-ARIA " GARAGE OWMG: RIGHT PAGE: HVAC PLAN 160 MPH EXP. C DATA: 10/27/17 SCALE: 1/4 10=11—0" SHEET CU S REBAR VERTICALLY W/ CONIC, POUR L STUDS 1!r' OL. MAX EE \ 6 SENEE RGY COPE FORME FOR INSULATION R-vALUE6 SSE ro ACM Bt�.Li/ Y ? TE1ct11REU FNI&J T THI 2 PSI 0 26 DAYS L Q E' CMU BT TE T SL T 6ECUIE Br TO WSd — v SE 6 . A T AB W/ }' IAALgACED W/ -�fCH\vOpgY WASHER 7' MM. 32' OG AX M NA AX i i - WIANAA WWM. ''_U2' GYP. Wl. BD. I" NO61NCs ID" WOOD BABE IN ' OC MAX. 0'-0' FIN. PLR L z O GONG. REINPORCED W16'X6' m L Q a ,a: WAXWA WWP OR PIBERTEBH ON 4' CANC. REINFORCED W/ b'Xi' WAXWIA 4' CONIC. IERSORCED W' 6'X6' WIAXWL4 4' LONG RETNFORC.ED UI/ 6'X6' WAXWIA 6-MIL. VAPOR RETARDER ON WIF OR FIBER'7ESH ON 6-MIL. VAPOR WWF OR MISER'. SH ON 6-MIL. VAPOR WLP OR FIBERMESH ON 6-MIL. VAPOR W r e WELL -COMPACTED GLEAN FILL. z RETARDER ON WELL -COMPACTED CLEAN - RETARDER ON WELL -COMPACTED CLEAN RETARDER ON WELL -COMPACTED AXE "` • _ �7 LE 4 .. - TERMITE TREATMENT TO BE PILL TERMITE TREATMENT TO BE PILL. TERMITE TREATMENT TO BE FILL. TERMITE TREATMENT TO BE BORA-CARE APPLIED At FRAMING. - m m BOR4-CARE APPLIED AT FI¢MTING U BORA-GARS APPLIED AT FRMING ;� 0 BOR4-CAM APPLIED AT FRAMING. 4" I'-m' 4' 4 - 1'--0° 4' U 4" I'-e' 4' w u' z w (2) 5 MBAR ON CHAIRS (3) 9 FEBAR ON CHAIRS (2) 9 MBAR ON CHAIRS 4 ^ Q w m O I'-e" z'-v" I'-e" 12' MIN. OW GRADE > IN FOREGROI 1 t2) 9 REDAR ON CHAIRS �.-----� 1-STORY FOOTING 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING L 1 W BLOCK WALL AT (W/ UPLIFT)L. L.B.W.B. W. (W/ UPLIFT) �1 AT L. B. W.L. B. W. AT L.B.W. (W/ NO -UPLIFT) 3 STAIR DETAIL NOT USED SCALE: ilP.1'-0' SCALE. I!J'.I'-0' SCALE: I/2°=l'-0' SCALE= I/)'.I'-0' BCALEA I'=I'-0' 3 C o - --- 6 4' CONIC, R`eTNF. W/ 6'x6' W ,>%IAV WWM ON r 6-MIL POLY ETHYLENE VAPOR RETARDER{' GONG„ REINF. W/ 6'xi' WL4kWU0 WW'T 4° ON WELL -COMPACTED CLEAN PILL TERMITE e„ TREATMENT SHALL I E BORA-CARE ON 6-MIL POLY ETHYLENE VAPOR 6=41, I6' O.C. MAX STUDS W OC. MAX RETARDER ON WELL -COMPACTED CLEAN HEAD OF GARAGE SECURE P.T. BT. PLATE !U b MBAR ON CHAIRS 4' ,4' PILL TERMITE TREATMENT SHALL BE SECURE BOTTOM PLATE t0 STUD UU SECURE BOTTOM RATE TO STUD VARIES WITµ SLOPE MASONRY NAIL • 32' Oy� AXE 1 BORA-GARS 8RMP80N SP4 *32' OG. MAX SIMPSON 6P4 632' OG. MAX 4 THICKEN EDGE GARAGE STEP—UP HEIGHT OF GARAGE SECURE BT. PLATE TO SLAB x0' HEIGHT a= GARAGE 6ECIP& BT. PLATE TO S -1 6CALM 1/2'.I'-0' VARIES WITH SLOPE ANCHOR BOLT W/ 2' VARIES WITH SLOPE ANCHOR BOLT W/ 2' R Y ' SECURE S T. O 10d NON -BEARING N MIN..32' oG MA,X MIN • 32' OT MAX w M2. 5 1�� w EPDXY NOT REOU FOR 'EPDXY NOT ION w 4 BOLTS N BOLTS K w 4 ww > °a: d '� a ° a"., 4' W/ 6'x6' WAXIIIAO WLM qq Q I'-¢'' a 0 a - a OV ILL �LY ETHYLENE VAPOR .. .. - RE R ON WETHYLEN PACTED CLEAN 15> .. - < 0 ' ° FILL TERMITE TREATMENT SHALL BE N O W/ 6'X6' WL4XUA,4 e • '' '.. a• _ • ° 1 °a a BORA-CARE _ F. IBE SH ON 6-MIL VAPOR w 4' LONG REIi�FORCEP W/ 6'X6' WIAkWIA 4' CGNG, R`cIFFORCED UI/ i'X6' WAXWIA 4' LONG REINFORCED UV b'X6' WI.4XWA - RET WELL -COMPACTED CLEAN a °. -q 4 � P .AN PILL TERM O q• _m" .!^ " PILL. APPLIED M ACTE Ca. L 0 a" ° g�� 8 RE OR FIR ONUEH -C 6-MIL. EP CLEAN �u O WIF OR FIBEP6ME6H ON b-MIL VAPOR 0 -iy �> LV PRAMI ' S A 614 E BORA-CARE z U _ FILL. ITE TREATMENT TO BE Q 6-MIL H POR RETARDER w RETARDER ON UEATMEN `I TO BED GENT z RETAILER ON LLEATMENT TO ME CLE ? RETARDER ON WELL -COMPACTED CLEAN �' z l2)'S MBAR ON CHAIRS, > FILL. TERMITE TREATMENT TO BE ,^ FILL TEI®"IITE TREATMENT YO BE 'a . -CARE APPLIED AT FRAMNG. m q' q" BORA-GAR`e APPLIED AT PRAMMG �V` 4. I'_ q" BORA-CARE APPLIED AT PReMING m q w (2) 9 REIMAR ON CHAIRS ° ... 3" MIN. 2 w (2) b REBAR ON CHAIRS z O (3) • REBAR ON CHAIRS 6 (2) Ob REBAR ON CHAIRS 2w 4' q' COVER �> m 4� �0 GARAGE STEP-UP 1-STORY FOOTING AGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP 2-STORY L.B.W. 6AATLfFRW0NTLgP0qRC�HES N-BEARING 6 L.B.W. W UPLIFT 6A2-STORY L.B.W. W/ UPLIFT L.B.W. W/NO UPLIFT W/NO UPLIFT EXTENDED STEP SCALE: v2"=1'-m' SCALE: 1/2'=1'-V'6C EXTENDED FOOTING sT a L ro BE nIN 3 cGUR6Es SCALE: D ®I' _O GRADE Mcrae POR I'�O GARAGE DOOR SECURE P-T. BT. PLATE TO2114a a , IR'X8' AMg. 0 BOLL W/ '1' ;e m EMBED. MM. 32' \YJ (U 5 REBAR VERTICALLY W/ CGT1G (U 5 REBAR VERTICALLY qJ 'xi' WIAXWIAO WIN POURED DELL W/CONG POURED CELL O -MIL ETHYLENE VAPOR SECURE PT. MT. PLATE TO BLAB W/ 6' cm �w CLE F TERMITE TREATMEWE NT SHALL m ° � 4' CONIC, REINF. W/ 6'x6' UIL4XW.40 WSM ON 1!J'X9' ANCHOR BOLT W/ 2' a' Cm T EMBED. MIN. 37' OC MAX. \ z > \Y� z L (I- NOTE, OPTIONAL m O q' 8' 8" -C' 6-MIL POLY ETHYLENE VAPOR RETARDER ON 4-' °' a Q 'I . CONCRETE CURBNOTE, OPTIONAL aGARAGE e[ WN-LB CIONCOE • U m TREATMENT 8HAI-4 MEESIORA-CARE AN PILL I ITE UV 6'xi' UA,4XWA0 UAM1 , 2 - q" - Ta Rc`HAR ON CHAIRS > 6-MI POLY ETHYLENE VAPOR " BUILWALLS TO ME pER BYDN DIVISION. BY STUCCO BUILDER 1 810N. (I1'6 RE87AR ON CHAIN w ER ONUELL-COMPACTED CLEAN 6 STOP C CRETE PAD U// 'xb' WIAXW1.40 uauM - a PILL TERMITE TREATMENT SHALL BE 6roP — r S 9 A GARAGE > -MIL YLENE VAPOR ... a BO1¢°- CURB HEIGHT VARIES 11 E DOOR FOOTING ON WELL -COMPACTED CLEAN w w - a SCALE: IR'.1'-0' n PILL t1�AtMEMT SHALL BE z y - w r, BORA-CAM !3) 9 REBAR ON CHAIRS Q z ° p > E ° 8' VARIES N e. 4. - ro GONG REINFORCED W/ 6'X6' WIAXWL4 6 RECESS S' - . ° a' ° a 0 e IWF OR ER ON 11=1 ON 6-MIL VAPOR GD 3' K 'e-_O, O 4' LONG REIK-0RGED W/ 6'X6' WLLXWA - ACTED z w <2) �6 REBAR ON CHAAQB _ WIF OR FIBER'1ESH ON 6-MIL VAPOR - RETARDER ON LLEAT COMP EAN N PMIBH FLOOR FILL. 1'Ela'TITE TREATMENT TO BE !11'b- T. L > - • �: RETARDER ON UELL-COMPAGTEP CLEAN BORA-CARE APPLIED At FRAMING w e a e a. FILL. TERMITE TREAMENT TO BE GARAGE STEP-UP BORA-CAPE APPLIED AT FRAMING zl$) re REBAR ON CHAIRS > 2-STORY L.B.W. z� q q - w 8' 4' L l2) 5 REBAR ON CHAIRS FOOTING �4 GARAGE STEP-UP @E�X=NDED SCALE:I/2=I'-m' ro 1—STORY L.B.W. 1—STORY FOOTING 2—STORY FOOTING'' ' W/ UPLIFT SLAB AT S.G.D. > &EMT,'EENDED FOOTING EXaNDEDeLAB" GURBHEI 6 8 AT GARAGE �A AT GARAGE 0 2 SHOWER RECESS FOOTER IR'A fi3a�' SCALE: 1/2'=1'-V' SCALE. I'=I'-0' CALE: I/2'=I'-®' 6CALE: r.r-®' IV • REBAR VERTICALLY W/ CONC. L, POURED CELL - CONC„ RiEINK UR/ 6'xb' WIAXW.40 WWM ON 6-MIL POLY ETHYLENE VAPOR R- GODFORMS FOR - '.� ° RETARDER ON WELL -COMPACTED CLEAN FILL 1'ER IT-E TREATMENT SHALL BE ttxnmD PINIBH I BORA-CARE 6' cm z (2) b M064M ON CHAIRS z W, GYP. WI_ BD- AB AT GARAGE ' GROUTED) BOND REAM N 4 Y WOOD BABE ,�'�`� U I VARIES PER ELEv. SERVICE DOOR Ta,� ON L yy 6C : I!!'=I -0 fEM AR IW I0' HOOK r TIE VERTICAL REBAR O'-0' FIN FLR a GRCUTW BOND BEAM _ TO HORIXIJNTAL ,,,GOD 14 G4ULK a VARfE6 PER ELEV - REBAR UU 10 HOGTC VAR" PER ELEV. z w TOP a' EINroRCEP uu i'xb' NOT USED aQ e I L z O W A WIF OR HIMERMESH ON � z a q °� ' 6-MIL. VAPOR RETARDER ON WELL -COMPACTED CLEAN PILL. 1� NOT USED TERMITE TREATMENT TO BE POURED L �, VE i GROUTED BOND BEAM BORA-CARE APPLIED AT :�6., & CMU D L LINE 0 '. FRAMING U Z up�iV (3) 4b REBAR ON CHAIRS 2X WALL I Cy Cm 6' PVC CHASE TI N81 FOOTING : -_ij 8 g' of (4))S'Xt' ANCHOR BOLTS m (4))4'XT' In' DRYWALL (2) mbRY e, >• "Yt 11 J-BOLTS MM. S' EMBEDMENt W/ 2'M'XI/6' !2) �1D REDAR ON CHAIRS ' r WASHER AND NUT SPACED EVENLY FROM 'UJOOD BASE 2-STORY LOOK TO BOND BEAM. SET IN JOINTS (3) 00 W15AR ON CHAIR6 o 2-STORY FOOTING PRIOR TOPILLING(SLEEVED ANCFIORIN SOLID POUR ACCEPi'ABLE IETROFIT) e. 13 W BLOCK WALL QT./INT. FRAME WALL TO SCALE: 1/2'-1'-0' 15 BLOCK WALL CONNECTION q lPCL%1 I� LR VERTICALLY W/CONC. 6G4LE. I/1'.1'-0' am CNERdY CODE FORME FOR a INSULATION R-VALMS ° 4 , 8' a-lU C olEeANOUr �I IRED OLEANOLLT REQUIRED 16 GAS LINE THRU BLOCK 1/2' GYP UJIL* W. FOR INSPECTION WOOD BASE L< E e ° NOT USED Q w 4' CONC, REINF. W/ 6'x6' W4XWIA0 WWIM - - z 4 ON 6-MIL POLY ETHYLENE VAPOR z L, L l RETARDER ON WELL -COMPACTED CLEAN - 0'-0' FIN. RR 0'-0' PIN. PLR PILL TERMITE TREATMENT SHALL BE - 111 +S REBAR SET M SRMPSdN HKaH °:l ,� O BORA-CARE �' "4 ° 10 HORIZONTAL R ' YIE �V��E�R�TyIC�A�L REBAR °e ° TO WOV jONrAL 6T1EMGtH EPDXY 6' EMBED. MM. , I (2) • 1G1=8AR 1-STORY a MMAR W/ I& HOOK RE,CIAR W/ W' HOOK (3) 5 IEBAR A 2-STORY OUTSIDE Rr`DAR TO BE PVC CHASE T14ft P001TNG . ��. ' •+ CONTINU 18 = L Q E 4' CONIC, REM W/ b'xb' WIAXWL40 a ° !U b YEW. DOWEL ° � " O a. a WLM ON 6-MIL POLY ETHYLENE _� a LAPPED W/ 50NO BEAM VAPOR RETARDER ON !U Ti RADAR AT COIBNER6 L I -STORY WELL-CCMI•AGTED GLEAN FILL �" . � W/ 26' LAP MIN. ;,1 WEI 4�" 8" 4�" (2)06 WEAR ON CHAIRS I - TE ' lt8"A" ° �'-I'MN LAP S q (35t'��GNCHAIRS HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL AL TYP. RETROFIT FOR PIPE THROUGH RIN�FORo ING BEARING CHANGE �OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP 1-STORY FOOTING OMIT ET�i:r C AT LINTEL CORNERS D W/ BLOALL_ A =r-01 ALL EXrrERIOR F'OOrrE]]ERS Arr F'I]NISI-I SLAB'S TO BE MIN. 12" BELOW UT%TIDISTUR1E3E1D SOIL CONTROL DATE: 07/01/1- A R C H I T E C T S 6 Design Group ��. 1 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w W a W O F 0. v W Q h Q ti stmi)rV. da LOT: CREEKSIDE LOT #4 PROJECT# 04321.000 monleL: 4EAB "1672-ARIA" GARAGE D'1 MG: RIGHT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C AT ` JATE: 10/27/17 D SCALE: 1 /4" =1' — 0" 2x4 BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES OVER illWHERE "X" BRACING IS PRESENT ISO FELT PAPER INSTALLED PER FBCR R9052.7 ON a" O.S.B. r FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR In CDX PRE-ENG GABLE TRUSS OVER 030 FELT PAPER AT FIRST FIVE BAYS 4'-0' O.G. PLYWOOD SECURED PER OVER 030 FELT SHINGLES INSTALLED PER FBCR (AT SHEATHING SEAMS) o OVER w30 FELT PAPER R9052.� ON �" O.S.B. FASTENER SCHEDULE TYP (2� 2d'sxS+ EACH TRUSS UREA W/ INSTALLED PER FBCR R90521 ON J' O.S.B. SHEATHING OR 2" CDX o.H. TO BE INSTALLED ® MID. POINT OF TRUSS SPAN, OR 10'-0" O.C. PLYWOOD SECURED PER MTL. DRIP EDGE ' SHEATHING OR �" GDX " PLYWOOD SECURED FASTENER SCHEDULE STIFFBACK At ALL UPRIGHTS MAX. PER FASTENER OVER 410" HIGH (SEE SEALED 2x4 OR 2x(o FASCIA PER ELEVATIONS SEE ENERGY CODE FORMS FOR SCHEDULE ENG. FOR SIZE AND CONDITION) INSULATION R-VALUES F Oil VENTED ALUM. SOFFIT "GYPSUM BOARD OR }" HIGH MTL. DRIP EDGE TYF. PRE-ENG WD. TRUSS 24' O.G. STIFFBACK At ALL STRENGTH Cl BOARD SEE ENERGY CODE FORMS FOR o.H. MAX. UPRIGHTS OVER 4'-10° PRE-ENG TRUSS INSULATION R-VALUES 2x4 OR 2x6 FASCIA PER HIGH (SEE SEALED ENG. r „"C GYPSUM BOARD OR " HIGH ELEVATIONS FOR SIZE 4 CONDITION.) 2x4 NAILER " CONT. 2x4 RAT RUN SECURED W/ MTL DRIP EDGE STRENGTH CLG. BOARD VENTED ALUM. SOFFIT (2) 12d'B a EACH TRUSS O.S.B. SHEATHING: OR }' CDX 2x4 s 24" O.C. -a INTERIOR KNEE 2x4 OR 2x6 FASCIA PER PRE-ENG. GABLE TRUSS PLYWOOD. ATTACHED PER WALL ELEVATIONS CONC. FILLED LINTEL BLK W/ (1) WEEP SCREED SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE ON SHEET D2 5 REBAR CONTINUOUS (SEE DETAIL 5/D3) INSULATION R-VALUES OR -1/16' ZIP SHEATHING SYSTEM GONG. FILLED LINTEL BLK W/ (1)VENTED ALUM. SOFFIT (INSTALLED PER MANUF. SPECS.)S REBAR CONTINUOUS -o" PRECAST LINTEL 2X6 P.T. SECURED TO 5/8" GYPSUM BOARD OR 1/2' EMBED. STRAP VERIFY TYf'. MASONRY w/ I/2"x9" A.5. HIGH STRENGTH CLG. BOARD -1/6" THICK, 3 COAT PORTLAND W/ TRUSS PLAN o.H. SEE ENERGY CODE FORMS FOR w/ 2 DIA. WASHERS, 111 CEMENT PLASTER OVER PRECAST LINTEL INSULATION R-VALUES MIN. EMBEDMENT WITHIN IX2 FIRE -STOP EXPANDED GALV'p METAL LATH WINDOW ATTACHMENT AS PER 8' OF EA, END" 3V O.C. ENDOW ATTACHMENT AS PER SEE ENERGY CODE FORMS FOR ON FORTIFIBER JUMBOTEX GRADE THICK, 3 COAT MANUFACTURES SPECIFICATIONS MAX IN FIELD. INSULATION R-VALUES D" PAPER OVER tYVEK ANUFAGTURES SPECIFICATIONS PORTLAND CEMENT BUILDING WRAP (REFER TO PLASTER APPLIED STUCCO SPECS FOR COMPLETE DIRECTLY TO MASONRY GONG. FILLED LINTEL WINDOW ATRES SPECIFICATIONS FI PER PRECAST SILL BLK. W/ (1) i15 REBAR MANUFACTURES SPECIFfCAtIONS INFORMSYSTE PRECAST SILL CONTINUOUS OR "1/16" ZIP SHEATHING SYSTEM (1) I'5 REBAR VERTICALLY W/ (INSTALLED PER MANUF. SPECS.) GONG. POURED CELL PRECAST LINTEL PRE -CAST GONG. SILL WEEP SCREED (1) 05 REBAR VERTICALLY W/ (SEE DETAIL 5/D3) CONIC. POURED CELL 5/8" THICK, 3 GOAT � Ix2 P.T. FURRING: SCRIPS b 24" O.C. P/8' THICK, D CEMENT Ix2 P.T. FURRING STRIPS m 16" O.C. Ix2 P.T. FURRING STRIPS �1 16" O.C. SECURE GABLE TO 2x6 P.T PLASTER APPLIEp 1/2' GYP. WL. BD. _ PLATE W/ 126'B 8' O.G. MAX 8" CMU 8' CMU DIRECTLY TO MASONRY WOOD BASE I/2" GYP. Ill BD. SECURE 2x6 PT. PLATE TO BLK W/ 1/2' GYP. WL. BD. (1) 05 REBAR j"x9" ANCHOR BOLT W/ 2' WASHER j WOOD BASE: WOOD BASE VERTICALLY W/ CONC. } ,,, • , GET IN SIMPSON HIGH STRENGTH ? Q POURED CELL 4 4 8llU °�j`, EPDXY �" EMBED. MIN. 6 32" OG I( MAX. THICK, 3 COAT PORTLAND w CEMENT PLASTER APPLIED w Z DIRECTLY TO MASONRY z 1-STORY GABLE BLOCK 1- STORY GABLE NOTE: 1—STORY PER 1=5CR 9(d5.2.� - FOR ROO1= SLOPES 2:12 TO BLOCK WALL WALL W/ VAULT CLG. LESS THAN 4:12, A (2) LAYER UNDERLA?"MENT SGAL1=: 3/4" = I'-m" SCALE: 3/4" = I' -+a" 3 BLOCK WALL SYSTEM IS REQUIRED. 1=0R Rol SLOPES OF 4:I2 OR GREATER, (1) LAYER UNDERLAYMENT IS SCALE: PERMITTED BUT MUST 5E PER ASTM D22ro TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6-15-1 2X4mw 2x4a. IX4 DIAGONAL $TM. BEGUN to BLOCK W+')4' ro SECURE Yo BLOCK wN4 MASONRYw/ x9A.$.Tt° SEE PLAN FOR TAPCONB OR DRIVE PIN TAPCONS OR DRIVE PIN CHORD $RACING. (MIN. SPANK sur .145 TAPCONS OR DRIVE PM (MIN. SPANK 612E .145 2" DIA. WASHERS, 7" MIN. MIN. HEAD 612E 300 (MIN. SHANK SIZE .145 MIN. EMBEDMENY I YE MIN. HEAD SIM 100 MIN. EMBEDMENT STYE 300 a' crilJ EMBEDMENT WITHIN W OF LOCATION WITHIN 8' GF EACH END + MIN EMBEDMENT I Y4) MIN. EMBEDMENT EN NOTE: STRUCTURAL 2x MuBr BE >S' DRYWALL EA. END, 32" O.G. MAX IN PRE-ENG'D WOOD 8' CMU 18' O.C. MAX SIOACMG. ��' STRUCTURAL 2X MUST BE WITHIN 8' OF EACH END ! 'STRUCTURAL 2X MUST BE WITHIN 8' aP EACH END 1 ON OUTBIDS t SECURED i'X4' OR 1'X2' P.T. NAILER TRUSS (TYP) ®24' K' DRYWALL 2x6m ON OUTSIDE 4 SECURED THROUGH W O.C. MAX SPACING. ON OUTSIDE 1 SECURED 18' O.C. MAX SPACING. THROUGH NON-STRUCTURAL Vo'�rb:4 P.T. OR y'X4' MIN. wool THRU FIELD. I-X4' OR Dal P.T. NAILER NON-STRUCTURAL Wo' TAPCCN THROUGH NON-STRUCTURAL 36' 2X6 TAPOON MIN. I-V EMBEDMENT O.C. MAX ❑ Ixd P.t. OR 4'4X4' MIN. SECU t0 �' Wrz-� MM. I-Y4 EMBEDMENT INTO 2'� TAPCON MIN. I-Y4 EMDMENT SECURE t0 BLOCK INTO BLOCK F1ZAfTE •EXTEND I-Y4 INTO BLOCK W/ TAPCONB OR DIXIVE PM SECIl 7015LOCK � �' TAPCGNS OR DRIVE PIN /' SIMPSON BEGUN 7HRU FRAME 1 (MIN. SPANK SIZE .145 BLOCK W!J-�(�,' TAPCONS OR INTO BLOCK WA-U4' YAPGONS OR HETA-16 ❑ EXTEND I-Y4 INTO BLOCK DRIVE PIN (MIN. BH.4hIIK SIB 0 W/ 11b' TAPCONS OR DRIVE MIN. HEAD SIZE 900 , Q'N DRIVE PIN (MIN. SPANK SIZE .146 MIN. HEAD SIZE 300 O (TYP) VERIFY PIN MIN. (71BEDMENT I YEN�rh, DRY-WA,LL (MIN. SHANK SIZE J46 e' CMU MIN. HEAD SIZE 300 'CMU WIT EMBEDMENT I-Y4 WITHIN B' aF EACH END 1MIN. HEAD SIZE 300 'DRYWALL MIN. EMBEDMENT I Y4') 'DRYWALL WITHIN 8' oP EACH END 1 IV O.C. MAX W/ TRUSS PLAN fMIN. SHANK SIZE .145 18' OL. MAX SPACING. 4' OR I'X2' P.T. NAILER MIN. EMBEDMENT I Y4')'X4' OR I'k2' P.T. NAILER SPACING MIN. HEAP 612E 300 ❑ WITHIN 8' OP EACH END t 'X4. OR I'X2' P.T. NAILER WITHIN 8' Cl-OP EACH END 1 ❑ Medlin ❑ IB' O.C. MAX SPACING. MIN. EMBEDMENT I-Y4B' O.G MAX SPACING: WITHIN V OF EACH END 1 SECURE 70 BLOCK W/J-Il(w' 7b' Ob.B. X 4' MIN. 2X8rs� TAPCONS OR DRVE PIN 2X6 Vol 0.8.B. X 4' MIN. D O.C. MAX SPACING (MIN. SHANK STY€ Jd5 CASING SECURE TO BLOCK W/2-I14' SECURE 70 BLOCK II/I-I/4' DOOR J A61Nfa DOOR CASING MIN. HEAD SIZE ?� tAPCONS OR DRIVE PIN DOOR CASING TAPCCNB OR DRIVE PIN DOOR CASING DOOR JAMB OR WINDOW O MIN. EMBC3DMENT I Y<') DOOR JAMB OR WINDOW (MIN. SHANK STYE .145 DOOR JAMB OR WINDOW ATTACH t0 IX PER MANUPAGT1URc`6 DOOR JAMB OR WINDOW (MIN. SHANK SIZE U45 DOOR JAMB OR WINDOW AttAC4 TO 2X PER AttAG-I TO 2X PER MIN. HEAP SIZE 300 ATTACH TO 2X PER DETAILS. WITHIN 8' OP EACH END 1 MANUPACTIURES DETAILS. MIN. HEAD SIZE 300 ATTACH t0 7k PER MIN. EMBEDMENT I Y4) MANUFACTURES DETAILS. MANUFACTURER DETAILS. I8' oz, MAX 6FACMG. MIN. EMBEDMENT I Y4) MANUPACIURES DETAILS. WITHIN W OF EACH ENDII NOTE, SHIM AS NEEDED 70 PLUMB NOTE: BRIM AS NEEDED TO PLUMB IS' o B' OP EACH END 1 NOTE: BRIM AS NEEDED TO PLUMB IB' OeC. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y") JAMB [DO NOT EXCEED Y4') B' or. MAX SPACING. JAMB (DO NOT EXCEED Y41 JAMB (DO NOT EXCEED Y41 JAMB (DO NOT EXCEED 4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/JiB" DOOR JAMB TO BLACK +3" DOOR JAMB TO BLACK +3-7/18" DOOR JAMB TO BLACK +3/4 OR +5/4 /'1 FINDOW TO BLACK +3/4 OR +S/4 XiHDOW TO HIDOK +1-15 1iB 1lDiDOX TO BLACK +3" /'1 WIIiDOW TO BLACK +3-7/1B" (1 XINDOW TO HIACK +3/4 OR +6/4 ")BGALE: - :1�-0�— C' ' - '�' r 3/8'�-0 UESC , 3/B . _®, 2X4m 2X4,M 2X4,- SEGUIlilE TO BLOCK W/ Y&I 2X4s SECURE TO BLOCK W/ Il(�' TAPCONB OR DRIVE PIN SECURE TO BLOCK Wb4' TAI'll OR DRIVE PIN SECURE YO BLOCK W('Na' (MIN, SHANK SIZE .146 TAPCONS OR DRIVE PIN TAPCONB OR 1M DRIVE FIN (MIN. 81+NVK STYE .145 MM. HEAD SITE 300 CMM. SHANK STYE .145 CONK. POURED [MIN. SHANK SITS J� MIN, HEAD STYE 300 MIN. HEAD SIZE 300 MM. EMBEDMENT I Y4') WITHIN MIN. HEAD 812E 300 O LINTEL COURSE MIN. EMBEDMENT 149 WITHIN MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t 01 O.C. MIN. EMBEDMENT I Y4') 8' CF EACH END t IS' O.C. MAX SPACING. NOTE= STRUCTURAL 2X MUST WITHIN S' OP EACH END 4 NOTE' STRUCTURAL 2X MUST S' OF EACH END 1 B' Ol NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE t SECURED BE ON OUTSIDE t SECURED MAX SPACING. 2X6d� IS O.C. MAX SPACING. MAX SPACING. BE ON OUTSIDE 1 SECURED SECURE TO BLOCK %' TAPI.4 NON-STRUCTURAL 2X6: THROUGH NON- . I-Y4- URAL SECU2X41} RE TO BLOCK W/J-%' SECURE r0 BLOCK W!J-'14' THROUGH NON-STRUCTURAL W)2-V TAPCONS OR EM 1EPI- ON M T i�L4 SECURE TO BLOCK WA-I/4' 'N`' TAPCON MIN. I-Y4 TAPCONS OR DRIVE PIN T�yoCCNS ORyE PIN TA}°CCV MIN. I-Ya' pRIVE PIN EMBEDMENT INTO BLOCK TAPGONS OR DRIVE PIN EMBEDMENT INTO BLOCK "a talN� SHANK GUN NAILS m a' o.c_ (MIN. SHANK 81TE .145 (MIN, SHANK SIM 146 EMBEDMENT INTO BLOCK (MIN. SPANK SIZE .145 (MIN. SHANK SITE .145 TOP < eorron Ea�Es MIN. HEAD SIZE 300 MIN. HEAD BITE 300 IX4 GYP LATERAL MIN. HEAD SIZE 300 MM. HEAD BIXE 300 8' GMU MIN. EMBEDMENT I Al') MIN, M."MMENT I Y4) WITHIN B, CMU MIN. EMBEDMENT 1 A9 �, DRTW4l.L MIN. EMBEDMENT I Y4') 8' CMU - INFORCING 36 O.G. WITHIN 8' OP EACH END / g, CM 8' aK EACH END 1 W OD• WITHIN 8' Cl- EACH END , , , WITHIN 8' OP EACH END 1 I'X4 OR 1 J(7 P.T.NAILER 1S' DRYWALLMAX S TRUSS $TM. 18' OG MAX SPACING, K' DRYWALL MAX SPACING. ❑ A, DRYWALL 4 18' O.C. MAX SPACNG. IB' O.C. MAX SPACING. ❑ I'X4' OR I'X2' P.r. NAILER . . . . . . . . . CHORD SECURE Willi 106 2X8,m ❑ 1'X4' OR I'X2' P.t. NAILER TXB� I'X4' OR I'X2' P.T. NAILER 2X8:® ND 2X SECURE TO 2�� SECURE TO BLOCK W/J-'N%' OOR CASING SECURE to BLOCK Wn-%. OOR CASING SECURE TO BLOCK STRUCTURAL MEMBER SECURE To BLOCK W/1-I/4' ' P.T. X 4' MIN. NAILS ®EA. TRUSS TAPCCN9 OR DRIVE PIN TAPC:ON6 OR COVE PIN W!J-%' TAIll OR WK2A2d WITHIN 8' OP EAC4 TAPOM6 OR DRIVE PIN COR CASING (MIN. SHANK SITE DRIVE .14b (MIN. SHANK C E DRVE PM END 4 6' TO 8' O.C. MAX (MIN, 641AN1C SIZE J45 CHORD MIN. HEAD SIZE 300 CAP OOR JAMB OR WINDOW MIN. HEAD SIZE O DOOR JAMB X WINDOW M1N. HEAD 91TE 3300 DOOR JAMB OR WINDOW MIN. EMBEDMENT Ys'l 0 (MrK SHAW 61M J46 COR CASING MIN. HEAD SIZE DOOR JAMB OR WINDOW GABLE END BRACING MIN. EMBEDMENT I Y4') WITH( T'TAGH t0 ZX PER MM. EMBEDMENT I Y4') WITHIN ttAGa t0 2X PER MIN. EMBEDMENT I Y4) TTACH TO 2X PER WITHIN 8' CP EACH END 1 AttA0 TO 2X PER -1 S' OF EACH END t 18' O.C. MANUFACTURES DETAILS. 8' OP EACH END t IS' O.C. MANUFAGNI�B DETAILS. WITHIN 8' OF EACH END t MAWJPAC7URE6 DETAILS. 18' O.G. MAX SPACING. AIWFAC7URE8 DETAILS. SCALE: I/2' = I' - �" MAX SPACING. : SHIM AS NEEDED TO PLUMB MAX SPACING. NOTE: WA'I AS NEEDED TO PLUMB 18' O.C. MAX SPACMCx (DO JAMB (DO NOT EXCEED 49 NO1E, roo ED Y4A6 NEEDED Al PLUMB NOT$: BRIM AB NEEDED PLLP16 JAMB [DO NOT EXCEED Y4) JAMS NOT EXCE) JAMB (DO NOi EXCEED V 4') DOOR JAMB TO BLOCK +1-1//2" DOOR JAMB 1'O BLOCK +8 ��4�} DOOR JAMB TO BLACK +3" DOOR JAMB TO HLOCK +3 3/4' v 7V ini XINDOW TO BLACK +1-1/2" _ WINDOW 1V BLOCK +2 1!4 F W TO XINDOX TO BLOCK +3 3/4" P BGALE= 9/8'•I'-0' `",/ SCALE: 3/8'=I'-0' SCALE. 3/6, wr-0' Q zw U FASTENER SCHECDULE NAIL REQUIRE(" (E1�1TS TOP CORD BLOCKING AT 4' LL z � ✓iAir"v l I USE 1/16" O.S.B. OR 1/2' CDX PLY WITH % RING SHANK GUN NAILS At 4' OZ. AT SUPPORTED PANEL EDGES AND "8 RING SHANK. GUN NAILS AT b' OC. At INTERMEDIATE SUPPORTS. SEE DETAIL. SIZE HEAD LENGTH DIA ENSILE STR O.G. MAX. IN FIRST 2 FR"AMINGCTF . TYP. EXT. SHEATHING ATTACHMENT SPACES AT EACH END. Fpl@ SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL N ° RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE o Ip O w I'8 2' DECK SCREWS + 6'-8' z w Sd IAtDMOpIFIED OR T I i/B" 113 170fd0ID 10d ROUND MODIFIED OR T 2 I/8' 128 170td00 wfrt AUWATLAINr. TA r AMI F MN17 1=RAMF 119E MA Gd1N NAZI 9 A A' OL ROOF SHEATHING NOT REQUIRED EXCEPT + OPENINGS J Wf) U O.C. MAX B EDGES t 12' OC. wr A mi tics r•. i iwi+i iec nr",C� 3o ,n �l C y ✓3 KINC2 SHANK GUN NAILS EXTERIOR SHEATHING NOTE: NAILS LE BE L 4 BY MEMBER OF TNT. u ® SHANK TO EXTEND BEYOND' ° • 6' O.G. IN FIELD USE 1/2 CPX OR 1/16 OSB PLY WITH 08 RING SHANK GUN NAILS AT 6 STAPLE, NAIL t TOOL ASSOCIATION Q 7 w THICKNESS OF SUB -FLOOR i uI I. 0.113 INCH NOMINAL SHANK DIAMETER z p o o O.C. AT PANEL SIDES AND "8 RING SHANK GUN NAILS 4' O.C. TOP t $ . - SHEATHING BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT 6' O.C. AT 2. RING DIAMETER OF "12 OVER SHANK DIAMETER p P INTERMEDIATE SUPPORTS OR'1/IFi' ZIP SHEATHING SYSTEM 3, 16 TO 20 RINGS PER INCH (INSTALLED PER MANUR SPECS). SEE DETAIL. 4. 02W INCH FULL ROUND HEAD DIAMETER m Ri 5I 4EATWNG LAYOUT NOTE, -RING SHANK GUN NAILS SHALL BE PERMIttED AS AN 5.2 INCH NAIL LENGTH AND �NDWALI IJ— I�RAG�NC ACCEPTABLE FASTENER PROM ANY MANUFACTURER TYP. 3/4' TtG SUB -FLOOR DECKING GLUED TO TYP. EXT. SHEATHING AT;�C THMROOF ENT FOR -ROOF DESIGN PRESSURE BASED ON WORST CASE F BUILDING LENGTH EQR G,45L� rzNp PFX IING ALL EXPOSED MEMBERS SHEATHING (O,S.B. TO BE STRUCTURAL GRADE) SCENARIO FOR ZONE 3 A R C H IT E C T S d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w y w r U w 1 ti 0. a A BUBDIV. dC LOT: CREEKSIDE LOT #4 PROJECT# 04321.000 MODEL: 4EAB "1672- ARIA" RIGHT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 91 10/27/17 8CAl 1/4"=1'-0" 1 r�:N' FIBERGLASS SHINGLES OVER "30 FELT PAPER INSTALLED PER FBGR 2x4 BLOCKING BETWEEN Ill ON I." O.S.B. TRUSSES AT FIRST (5) FIBERGLASS SHINGLES OVER PROVIDE EAVE SHEATHING OR }' CDX BAYS 4'-0" O.G. (AT 030 FELT PAPER (OR BAFFLE OVER THE TOP PLYWOOD SECURED SHEATHING SEAMS) PER FASTENER FIBERGLASS SHINGLES OVER APPROVED EQUIVALENT) ON OF INSULATION FOR SCHEDULE EMBED. STRAP 030 FELT PAPER INSTALLED O.S.B. SI IEATHING OR "" CDX CLEAR VENTILATION VERIFY W/ TRUSS PER FBGR R9052.1 ON �" PLYWOOD SECURED PER PER FBEC R402.23 PRE-ENG WD. TRUSS r PLAN O.S.B. SHEATHING OR i" CDX FASTENER SCHEDULE 24' O.C. MAX. PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE: SEE ENERGY CODE FORMS MTL. DRIP EpGE TYP. MTL. DRIP EDGE SEE ENERGY GORE FORMS FOR INSULATION R-VALUES o.H. PRE-ENG WD. TRUSS WOOD SHEATHING: 2X4 OR ZX6 FASCIA 5/8" GYPSUM BOARD OR I/2° 2X4 OR 2X6 FASCIA 24 O.G. MAX. 2x4 OR 2x& SUB -BAND FOR INSULATION R-VALUES. PER ELEVATIONS HIGH STRENGTH CLG. BOARD PER ELEVATIONS PER ELEVATIONS GYPSUM BOARD OR WR 5" CONT. 2x4 RAT RUN SECURED S B LAYER �I, DOUBLE TOP PLATE W/ (2) 12d's ® EACH TRUSS VENTED ALUM. SOFFIT I-IICxl-4 STRENGTH G1-Cx. STUCCO WRAP WRB LAYER 02, FORTIFIBER VENTED ALUM. SOFFIT '' BUILDING PAPER VENTED ALUM. SOFFIT I'-�° SEE ENERGY CODE: FOR`1S FOR BOARD TYFi WINDOW HEADER SIZE VARIES 1/2" CDX OR 1/16" OSB INSULATION R-VALUES # METAL LATHo.H. PER WINDOW OPENING SEE SECURE TO WALL PER 1,000 UPLIFT SIMPSON HEADER SPAN CHART FOR FASTENER SCHEDULE 5/8" GYPSUM BOARD OR CONNECTOR 51=2 a EA r, FASTEN TO WOOD STRUCTURAL I/2" GpX OR "t/16° 05B MEMBER • 1" O.G. MAX DETAILS ON SHEET D2 I/2 HIGH STRENGTH CLG. I/S' TEXtuRED SECURE t0 WALL PER BOARD 2x8 SYP "2 2X8 STUD FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR 1/16, ZIP DBL TOP FINISH ® WOOD ON SHEET D2 MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM DOUBLE TOP PLATE "M" TYPE CONTROL JOINT OR rt/I6' ZIP WINDOW SILL WINDOW HEADER SITE VARIES PLATE (INSTALLED PER FRAME To BLOCK PER WINDOW OPENING SEE SHEATHING SYSTEM 2x6 STUDS ® 16' O.G. MAX W/ MANUF. SPEGSJ HEADER SPAN CHART FOR ZIP SHEATHING SYSTEM (INSTALLED CONNECTION SEE DETAIL (INSTALLED PER INSUL., SEE ENERGY CODE DETAILS MANUF. SPECS.) PER MANUF. SPECS) OR 1 ;® 2 PRY WALL , 6' METAL LATH STRIP FoF.4 F5 FOR INSULA WINDOW ATTACHMENT AS PER �,' WIDE STRIP SELF 1/8" THICK, 3 COAT R-VALUES MANUFACTURES SPECIFICATIONS DIA ANCHOR BOLT ADHESIVE FLASHING, CLEAN CEMENT PLASTER 1/8 THICK, 3 COAT AT la"O.G. MAX WITH 7 MASONRY BEFORE APPLYING G S SL E LED A CEMENT PLASTER WINDOW SILL WALL EMBEDMENT AND 2' TEXTURED APPLIED t0 METALSCRE LATH OVER 2 LAYERS SC E S ET P2 APPLIED t0 METAL 2x6 STUDS a 16" O.C. MAX W/ SHEATHING DIA. WASHER FINISH r MASONRY OF GRADE "D" LATH OVER 2 LAYERS INSUL., SEE RGY CODE BUILDING PAPER OR OF GRADE 'D" FORMS F IN ATION 2x8 SYP �'2 ON PI a CMU BUILDING PAPER OR R-V E5 WOOD STUDS PAPER BACKED LATH PAPER BACKED LATH e 5U OR GLUED AND AT 12" O.G. MAX A. X OVER AN APPROVED OVER AN APPROVED A PER FASTENER u VERTICAL CONTROL HOUSE WRAP HOUSE WRAP GH ON SHEET 02 2x8 P.T. SYP *2 BETWEEN DISSIMILAR I o SOLE PLATE I (1) COURSE TIE -BEAM T ATERIALS pETAI .:° POURED SOLID WITH PRE: -END FLOOR TRUS5 z CALE: N.T.S. (INSTALL PER MFG. SPECS.) W z CONCRETE. C1) +✓ CL 4 REBAR HORIZONTALLY 3/4" T e G SUBFLOOR GLUED GONG. FILLS L L° GYPSUM BOARD OR }' HIGH �' O DETAIL 5 WEEP SCREE PRECAST LINTEL AND SCREWED AS PER BLK W/ tSTRENGTH CLG. BOARD CON t OUS O y ASTM e26-C E 63 G FASTENER SCHEDULE ON IX2 NAILER/DRAFT STOP PRE-ENG FLOOR TRUSS 1u (SEE I 2/D ) 0 (INSTALL PER MFG. SPECS) (L WINDOW ATTACHMENT AS SHEET D2 " GYPSUM BOARD OR }' Z I_LI PER MANUFACTURES SEE ENERGY CODE FORMS HIGH STRENGTH CLG. BOARD JU 0 SPECIFICATIONS FASTEN 2X4 RIBBON (P.T. -m FOR INSULATION R-vALUES IX2 NAILER/DRAFT SLOP O GMU) W/ C50 I26 NAILS a EAG u PRECAST SILL T SS PRECAST LINTEL z ii REBAR s' Iro' CONC. FILLED LINTEL BLK W/ I—— O.C. MAX, IN PRE -END FLOOR TRU (I) REBAR CONTINUOUS z (� (INSTALL PE G. SPECS.) WINDOW ATTACHMENT AS PER lll CONCRETE 5/8" THICK, 3 COAT MANUFACTURES SPECIFICATIONS SEE ENERGY CODE: FORMS (K z POURED CELL, Ix2 P.T. FURRING: STRIPS PORTLAND CEMENT PRE: -CAST CONCRETE SILL FOR INSULATION R-VALUES O 0 VERIFY PER 161 O.G. GONG. FI LI T L BLK 6W/ PLASTER APPLIED PRECAST LINTEL PLAN. C RE AR CONTINUOUS DIRECTLY TOVERTICALLY p n 8 CMU CIJ M5 REBAR on ATTACHMENT AS PER — Z MASONRY W/ Coll POURED CELL d 1/2" GYP. WL, BD. 5/8' THICK, 3 GOAT MANUFACTURES SPECIFICATIONS O O R-4.1 JLB B O N Ix2 P.*•FURRING PORTLAND CEMENT PRE: -CAST CONCRETE SILL INSULATION (1)04 CONtlNuous REBAR FASTENING DETAIL SCRIPS a 24' O.G. -� WOOD BASE PLASTER APPLIED STRIPS 8' GMU DIRECTLY To -d SCALE: 3/4"=1'-0" 1/2" GYP. WL. Bp. MASONRY (1) "5 REBAR VERTICALLY q Z W/ GONG. POURED CELL °4 REBAR 48" LONG uu (K 4 IL c W/roll HOOK a 24" O.C., n ,� WOOD BASE Ix2 P.T. FURRING MIN, 24" IN SLAB ? .4 0'" STRIPS a 24" OFIX.C. O - ROOF Ti UPLIFT FIN. FLR 8' GMU CL y�j 2'-O" 0-11N. CONNECTOR Fo O uI/2' GYP. WL. BD. IN SLA5) CLARITY (SEE SHOP DWSS.) � l z WOOD BASE: 0'-0. . . ro 0 Fk FIN. FLR. a r I WALL i 3 I/2" GONG., REINF. W/ 6 x6 WI.4XWI.40 WWM ON 6-1-TIL EXTERIOR WALL SECTION - - - POLY ETSHEATHING ISEEHYLENE VAPOR NOTES) FASTEN EACH STUD r RETARDER ON TO DBL TOP PLATE 2—STORY 2—STORY pp WOOD W/LISPSPiNAIL 1..� a WELL -COMPACTED CLEAN PERMANISPEGs. '; ,' :,:` �' FILL TERMITE TREATMENT WALL WALL FRAME TO > SHALL BE BORA-CARE SECTION SECTION 1 LOCK WALL ° 2'-c (3) i, REBAR CONTINUOUS QTION AT TOP 1 SCALE: 3/4'=1'-0" SCALE: 3/4"=1' ON CHAIRS OF EXTERIOR WALL SCALE: NTS FIBERGLASS SHINGLES FIBERGLASS SHINGLES Pt+'�-ENG GABLE TRUSS OVER 030 FELT PAPER OVER #30 FELT PAPER PRE _ENG GABLE TRUSS NOTE - INSTALLED PER FBGR INSTALLED PER FBGR ExtERIOR WALL etUDs PLACE STRAPS SPACED Sl StIFFBACK (SEE SEALD TRUSS SPF STIFFBAGK (SEE SEALD TRUSS DIAGONAL BRACE: a (WALL SHEATHING NOT AND FASTENED AS R905.21 ON J' OS.B, E:NG. PACK FOR SIZE E CONNECTION) R90521 ON 10.5.5. ENG. PACK FOR SIZE E CONNECTION) CENTER OF TRUSS SHOWN FOR CLARITY) SHOWN WITH ONE SHEATHING OR ill GpX SHEATHING OR }" CDX FASTEN STUDS TO BLOCK WALL ADDITIONAL AT 2x4 SPF BLOCKING BETWEEN 2x4 Si BLOCKING BETWEEN SPAN OR HIGHEST EACH WIND KI TUD PLYWOOD SECURED TRUSSES At FIRS* (5) BAYS 4'-0' PLYWOOD SECURED TRUSSES AT FIRST (5) BAYS 4'- RIDGE. DIAGONAL FAS-�NERS AS �0TR S WITH PER FASTENER PER FASTENER O.C. CAT SHEATHING SEAMS) O.G. (AT SHEATHING SEAMS) BRACE t0 BE: �' ANY STRAP 4 EA. END (UN.0) < 10 IOU NAILS SCHEDULESCHEDULE SPAN IV-0" OR SPADE STRAPS AS FOLLOWS NOTE • MTL. DRIP EDGE GREATER. REFER To -110 MPH 'C': 32' O.C. IN t l .i DIA X I 1/2'MTL DRIP EDGE: DIAGONAL BRACE 2X4 OR 2k6 FASCIA TRUSS END. FOR -l16 MPH 'Bb 32' O.C.. PRE-END TRUSS 249 CENTER OF TRUSS SPAN OR PER ELEVATIONS P - G 5 2 ADDITIONAL -140 MPH 'C' 48' O.C. 1E 2X4 OR 2X6 FASCIA O.G. MAX. HIGHEST RIDGE. DIAGONAL SECURED W/ (3) 12d HORIZONTAL TRUSS TOP OF STUD WALL BRACE t0 BE � ANY SPAN PER ELEVATIONS 15'-0' OR GREATER. REFER NAILS REINFORCEMENT. SOLE PLATE FILL ALL RENAMING STRAP SECURED W/ (3) I2d SECURE TO TO TRUSS ENG. FOR SEE FASTENER SECURE TO 0-0" TO 30'-0' (1) -r HOLES W/ 10d NAILS INTO NAILS TRUSS W/ ZADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE - WOOD 5ACKIWs 1/2" CDX OR 1/16' 0513 (2)12d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 12d 304TO 60'-0" l3) DO NOT PLACE SCREW IN FASTENER PATTERN NAILS x-BRACE (I) X-BRACE TOP of TOP HOLE NEAREST TO TOP SECURE TO WALL PER NAILS 0'-0' t0 30'-0' ll) I/2' CDX OR/I6" OSB a CENTER AND (2) MASONRY WALL of CMU BLOCK WALL FASTENER SCHEDULE X-BRACE SECURE t0 WALL PER BRAGS: DIVIDED CONNECT eOtta•I ON SHEET D2 30'-I' to 60'-0' 13) FASTENER SCHEDULE EQUALY FROM CENTER = STRAPTO CMU BLOCK WALL OR 7/16" ZIP SHEAt� 41NG X-BRAGE (I) X-BRACE ON SHEET P2 SYSTEM (INSTALLED PER a CENTER AND (2) OR 7/16' ZIP SHEATHING TOEND W/ G TAP DIA. X I-va' MAN IF. SPECS.) Mu 5LOCK SCREWS LONG TAP MASONRY WEEP SCREED, SEE BRACE DIVIDED SYSTEM (INSTALLED PER GONT. 2x4 SPF RAT RUN SECURED Wf 2-STORY c CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER ANUF, SPECS.) DETAIL 5, SHEET D3 (2) 12d's a EACH TRUSS TO END 2X4 W/ 3/8' X 5 LAG (2) I2d, s a EACH TRUSS GABLE END ( 2X6 P.T. SECURE W/ (2) 2x4 02 S.Y.P. DIAGONAL BRAGS W/ 032' O.C. MAX. OR (2) 2x4 02 5.Y.P. DIAGONAL BRACE W/ 1/2"X9' ANCHOR (3) 12d's 0 EACH TRUSS DIAGONAL GABLE SIMPSON MSTA-24 a (3) 12d's ® EACH TRUSS DIAGONAL CROSS BOLT 32" O.G. MAX. x_BtAGING t0 COVER 5-TRUSSES 32' O.C. MAX. X-BRACING TO COVER 5-TRUSSES EXTERIOR STUD WALL CONNECTION X- BRACING BRACING NAIL GABLE TO 2X6 5/8, GYPSUM BOARD OR 1/2' HIGH DBL TOP PLATE 5/3" GYPSUM BOARD OR 1/2" HIGH � „- TO FIRST FLOOR MASONRY WALL W/ 12d NAILS 6 O.C. STRENGTH CLG. BOARD SCALE. 3/4 -1 -0 2X STUD I6' O.G. MAX. STRENGTH CLG. BOARD SCALE: 3/4 - I -0 3 SCALE: N 1 MAX A R C H I T E Design YOU lnc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W w a w 0 F 0. w A F Q BLJHDIV. de LOT: CREEKSIDE LOT #4 PROJECT# 04321.000 XODEra 4EAB "1672— ARIA" GARAGE 8WMG: RIGHT PAGE: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 08P11 DATj& 10/27/17 F.ICALeM 1/4"=1'-0" SHEET *NOTE: NAIL SHEATHING TO ALL 2X AS PER EXT. 5HEATHING NAILING, 86 4" O.C. MAX EDGI=5 4 roll-8" O.G. MAX IN THE 1=11=LD 2x RIDGE ONE SIZE LARGER SECURE 2x6 MIN. TO BLK W/ (2) "XS' A -BOLTS 4' EMBEDMENT MIN. THAN RAFTER SIZE A, W/ 2'X2"XYB WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) 12d NAILS OR GARAGE DOOR H IN JOINTS PRIOR TO FILL[ !G MIN. (4) IOd GUN NAILS DBL. TOP PLATE ® 2x4 COLLAR TIE AT EVERT OTHER DBL. TOP PLATE 2X4 16" OC. MAX RAFTER W/ 2X4 IS, O.C. MAX SECURE 2x4 TO ICE O MIN. (3) 12d NAILS OR WOOL) O W g�12 STAGGERED MIN. (4) IOd GUN NAILS 2x RAFTERS � o SECURE 2x4 W/ 2-W6' SECURE 2X4 W/ PIN TAPCONS OR DRIVE PIN IxS NAILER SECURE t0 TRUSSES tAPGWANONS, SIZE DRIVE PINI L (MIN. SHANK SIZE .145 MIN. 0 0 BELOW w/ 111111 (MIN. SWANK IM00J45 MIN. HEAD SIZE -100 MIN. SECURE 2x4 ON (2) 12d NAILS OR HEAD 812P ' W/MIN EMBEDMENT I Ya' W/IN S' FLAT TO BLK (3) IOd GUN NAILS s EA. TRUSS EMBEDMENT NOT I Y! C EA. END NOT TO EXCEED W/ CUT NAILS. EA END Not IV EXG IS, BIT. PLA IS' O.C. MAX ARGI-4UJA'I' SIDES: 2X6 GARAGE DOOR BUCK W/ (5) RAFTER TO TRUSS MTS-12 2X4 SOLID SLOGKING BT• 4 O WX 'X2''>BOWAS14ETS R A PNUT DMENT MIN. 0 CREATE VOIDTRATION SECURETO SHEATHING In" COx SPACED EVENLY FROM FLOOR TO 2 BLOGGNG 112' COX WITH MIN. 2-12d PER BLK GARAGE DOOR HDR IN JOINTS ROOF DECKING OVER SE t HEAtHING EA. END PRIOR t0 FILLING. PRE-ENG TRUSSES WITH M 2-12d PER BLK 1-2X6 PT BLOCK ® CENTER OF EA END EXTERIOR ARCHWAY EXTERIOR ARCHWAY © DOOR HEADER LIA'Xs' J-BOLTS o ALTERNATE CONNNETCTTIION WITH WINDOW �' SCALE: 1/2"=I'-0' ANFDNUNUT° NT W/ 2 x2 XY. WASHER MSTA-24 RAFTER TO BLK'G 1 SCALE: In' -®' BETWEEN TRUSSES 4 COS FRAMED ROOF SCALE: I/2' = I' -0' 2X4 SECURED TO • IYT5 UPLIFT GAB NG W/(2)12d 0 NOTES: R PRE-ENG TRUSSES W/ TRUSS 6' , O CONNECTOR VERIFY W/ SIMPSOM HTSM20 j ALL ANCHORS SHALL BE IN ACCORDANCE TO FRAMING PLAN W/10 10d TO TRUSS 2X CU D TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE OI TOP PLATE AND (4) 1/4' x 2 I/4" GAB SUCH INSTRUCTIONS ARE MORE STRINGENT TAPCONS TO GONT w 2n EA. UPRIGHT GARAGE DOOR MAX A PPLE STUDS • I6' O.C. POURED LINTEL " 1900 UPLIFT b BUCK ATTACHMENT HEADER SIZE PER :. SIMI LSTA-I2 + EA. JACK C2) a UPLIF HTSM20 \ 3 SCALE: I/4'=I'-0" SPAN CHART. STUD, BOTH SIDES OF OPENING. INSTALLED ON OPPOSITE L-30 • ' CDX PLYWOOD 2x STUDS 4p 16' O.C. MAX W/ FACES OF BLOCK WALL GABLE BLOCKING SHEATHING. SHEATHING TO BE W/10 10d TO TRUSS TRUSS AND (4) I/4' x 2 I/4" \ 2x4 . RAFTER BLOCKING DOOR WITHIN }' OF WINDOW/ DOOR TAPCOVS TO GONT V6 . EA. RAFTER &'-0" OPENING OPENING OPENING AND SECURE PER POURED LINTEL L-3a EA RAFTER � NAILING SCHEDULE W2bKING STUDS (SEE HEADER RAF ER ,�. ,� / SPAN CHART FOR DETAILS PRE-ENG TRUSS V RAFTER / AND SPECIFICATION) 2x4 RAFTER ` ° e 24' O.C. ACKS (SEE HEADER SPAN CONTINUOUS 2x4 PRECAST LINTEL a ° CHART FOR DETAILS AND FRAMING ° BOND BEAM SPECIFICATION) 7 7° ° JACK STUD ASSEMBLY TO BE CLOSED VALLEY FLASHING DETAIL �� FRAMED OVERHANG USE 12 N ONE PLY I A TIME- �j USE 12d NAILS, TWO WITHIN 6' NI S. V N TS. 4 THAN 1EACH O.C. S D4 No AGGERED RE 2X4 DBL. SP4s32' O.C. MAX 2X4 DBL 2X4 TOP PLATE I , TOP PLATE TOP ! BOTt TOP PLATE 1/2 CLG. BOARD I/2 x9 A.B. MIN. i TAP CONS TO SECURE TO FRAMING, EMBEDMENMT V FROM EACH MIN 2' COVER ° NEED MIN I I/2', LESS tE 1 N TYP. INTERIOR END ! 32, O.C. MAX. 2' APART 1 1/2', WINDOW MUST 5 SP4 OR H5 s TOP AND TRUSS AB 1a' CLG- BOARD TRUSS V2" CLG. BOARD TRUSS AB TRUSS FAB a s>=CURED TO 5L a 11 DOOR OP ENING 0WD FRA BOTTOM PLATES ® EA. FULL TRUSS ANCHOR I/2" GLG BOARD CONT. METAL LENGTH STUD, BvtH SIDES 12 RETROFIT I/2' DRYWALL TRACKS. TOP ! a OF OPENING. STUD�66, \ ) BOTTOM ° ° 2x4 OC ° LINE OF SLAB NITS. O-G„ N. Y 1/2" DRYWALL In" DRYWALL 2X4 WOOD 1T. URE 2x TO BLOCK W/ (2) ° �'S REBAR VERT. IN CORNER BEAD T. STUDS ml6" a'° CHANNEL SNAPPED IN TAPCONS OR DRIVE PIN SOLID GROUTED CELL SEALANT ! INCs O.C, U.O.N. OGKING 2X4 WOOD IN SHANK SIZE .145) ID -WALL SECURE BT. PLATE STUDS 24' O S/e tµICK 3 COAT SACKER ROD MID -WALL STUD6 a24' „ : SECURE 95 1/2'X0' 70 SLAB W/ 10d O.G. TAPER P WITWIN S$OF EACH END AND °° CEMENT PLASTER BIRUGTURAL FOR PLATE TO S 1/2' DRYWALL 32, T MASONRY NAIL • a, Cmu SEE APPLIED 32" O.C.MAX ° IS' OC. MAX SPACING. DIRECTLY TO REINFORCEMENT W/ IL. E TBID D TO EACH 0 a MASONRY 2x6 P.T. LLU NAIL g C 2X4 PT. BID a 12' OC- MAx o\ , SEE FOUNDATION PLATE CELL AED R FILL CONIC. SLAB FOR DETAILS GONG. SLAB GMU WALL ° CELL UC PER PRODUCT GONG. SLAB SPPROVAL REO. ° ° ° ° ° a =� FROM MIAMI-DADS �— -g ° -- Q .r`° COLNTT ._.o..m °:.o C.SLAB ° °- 4 ° G °. °° °. `° I ° .,. �WEATµERSTRIP SEE FOUNDATION ° ° FOR DETAILS SP4032' OL. MAX I a ° i MAROLND (BY OULDING ALL 1—STORY a ° ° - ° ° GALv.st!EI DOORMANUR) 1—STORY 1—STORY 1—STORY TYP.INT. WALL ° a ° FATRACKBBRACKETS —�--- INT. BEARING WALL INT. BEARING WALL TYP.INT. WALL METAL STUDS _ a e WOOD JAMS W/ GALv. arEEL (NO UPLIFT) ��SCAI_E: UPLIFT) R (NON—BRG.) (NON—BRG.)ALE: I/2'=I'_0" " v SCALE: I/2°=I'-0' �c SCALE: I/2'=I _0" sawsl I/4'LAG BY MAUF. VERµEAD DOOR I/2 =1 0 ARCH WINDOW FRAME BY MA AL TRACK p MIN BY OTHERS PASTENED TO SLIDE r ii_ ii TRACK BRACKETS ROOM 5CAL.E. 3/4 - I -0 W/ 1/4'-20XI/2' 13 GARAGE DOOR JAMBS CARRIAGE BOLTS SCALE: I/2"=1'-0' AND LOCK NUTS. TRUSS TO WOOD FRAMING SIMPSON MTS-12 PRE-ENG TRUSS PRE-ENG. TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS DBL. 2X TOP PLATE z SP4*32' OZ. MI MID WALL SPd932' OZ. MA 1/16' OS$. a 2x STUDS • 16' O.G. MAX, OR 7/16' ZIP SHEATHING vN U.ON. 6YSTEM (INSTALLED PER rIANUF. SPECS-) q' T ! G SUBFLOOR GLUED 2X BLOCKING a AND SCR=UED AS PER TOP OF FASTNER SCHEDULE 1/2' CDX z 1ST FLOO TUDS TO Q 2ND F TUDS 2X STUDS I6' OL. MAX w 51 A-36 a 32' 2X BTM. PLATE 3/4' FLOOR DECKING MStA-36 32' O.G. MAX PRE- ENGINEERED FLOOR GIRDER PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE Pw_ ENGINEERED FLOOR TRUSS 2x CONTINOUS STRESS BLOCKING MID WALL Uj CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK 2x STUDS • 16' O.G. MAX, W/ 114" GAP FROM BLK TO OS$. U.ON. 1/2' GYP. WL. BD. HORIZONTAL 2X S!-P. STRUCTURAL BLOCKING AT PE141METER OF OS$. TO PROVIDE COAT. NAIL PATTERN SECURE BT. PLATE TO 6104.32' O.G. MAX SLAB W/ j'x9" ANCHOR O3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMPSON HIGH STRENGTH a EPDXY I' EMBED. MIN. ®SHEATHING 0 TOP OF WOOD FRAMED WALL TO BE a STAGGERED MIN. OF 16' FROM SHEET BELOW • :. _ SIMPSON SP4 Is 32' O.G. MAX ® INSTALL ALL SHEETS WA -ACE GRAIN PARALLEL TO STUDS I��I t II■��I' Illy 4 �� emu► ;\\\ "RS G II�I■I.II I ��I PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE PRE-ENG TRUSSES OR CONV.FRAMED RAFTERS CRIPPLE STUDS ® 16' O.C. MAX SI UI LST a EA. JACK TRUSS 571UD, BO 51D OF OPEN . MTS-12 T DS ® 1 MAX W/ I ATHING TO BE WIT IWINDOW/ DOOR PE AND SECURE PER 2X IL NG SCHEDULE IF O PLATE KING STUDS (SEE HEADER I/16' OS.B. SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN r} OS OR 2X4 X4 STUDS 16° O.0 CHART FOR DETAILS AND CDX PLY ATTACHED SPECIFICATION) PER FAS ER SCHEDULE PLATE JACK STUD ASSEMBLY TO BE ON SHEET D2 ns- o �/16° OSB. SECURED ONE PLY a A TIME. OR t/16' ZIP SHEATHING USE 12d NAILS, TWO WITHIN 6' SYSTEM (INSTALLED PER TEXT. i=1NISW MANUF. SPECS) FROM EACH END ! NO MORE 2x4 BLOCKING UNDER THAN 12' O.G. STAGGERED WALL STUDS SCURE SP4 OR H5 m TOP AND BETWEEN TRUSS BAYS W/ PRE—ENIINME ED ETA-16 TI BOTTOM PLATES • EA. FULL (3) 12d'e EACH END LENGTH STUD, BOTH SIDES 2x DOUBLE TOP PLATE " Gf 1U WALL OF OPENING. SHEATHING TO LAP TO STUDS ® 16, O.C. _7 BOTTOM OF PRE-ENG'D MTS-12 le EVER STUD TRUSS BELOW- 54-EATHING MUST NOT BREAK I'-4' MIN. 2X4 BT. PLATE INT. 2—STORY L.B.W. 9 scALE: In'-r-m' EXT. WALL SHEATHING SCALE; 1/2"=1'-O' FROM 2ND PLR LINE. TYP. EXTERIOR WINDOW/ 14 DOOR OPENING WD FRAMED SCLE DORMER ATTACHMENT 15 SCALE:1/2'=1'-O' g_R� KNEE WALL DETAIL ® ENTRY CONTROL, DATE: 07/01/15 SCALE: 3/4'=1'-0' A R C H I T E C T S )esip n 1 oU lne. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h 93 W I 0 F 01 Q F ti ®U'BDIV. a LOT: CREEKSIDE LOT #4 PROJECT# 04321.000 3LODEL: 4EAB "1672— ARIA" GARAGE 13TOING: RIGHT PAGE: MISC. DETAILS to 160 MPH EXP. C 4. ARCHTECT STATE OF FLORIDA IArA® PRINT A 10/27/17 BCALM: 1/4 p$=1 $— 0" SHMET 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 Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Swing door (+36) / (-47) (+67) / (-67) Therma-Tru Smooth Star FL5891.2-R5 N/A right and left corners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. 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 SH Window (+38) / (-48) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R8 Non Impact anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c 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-R5 Non Impact from corners, 8 1/2" o/c atjamb, 6" @ head. 1 1/4" Mulled) embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 16" @ head / sill. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon Picture Window (+38) / (-48) (+55) / (-55) Ply Gem Ply Gem 1500 FL16104.2-R3 Non Impact anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1/2" @ head / sill. 1 1/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge Sliding Glass Door (+33) / (-41) (+25) / (-50) Ply Gem Builders Series FL14634.1-R2 Non Impact distance. 6" max o/c from corners and 20 3/4" max o/c 4780 elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Vertical o/c 14" max. Top and bottom get a tapcon in center of opening. 1 1/4" embedment. Opaque slab with or Single door with sidelite. 1/4" concrete tapcon anchor. 3" without impact (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15037.1-R2 N/A max o/c for corners as well as each side of sidelite. sidelights (1 or 2) Tapcon needed at top and bottom middle of opening for door panel and sidelite. 14" vertical max o/c elsewhere. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for comers. Tapcon required 3" each side of center of opening top and Opaque double door (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15225.5-R3 N/A bottom. Top and bottom centerline of each door slab get without sidelights tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" 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 16.20 73 W6 FL16546.6 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-R9 shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 Underlayment Intenvrap Rhino U10/20 FL17801 gauge 1'/e" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll Soffit +31.6, -38.8 (+157) / (-46.1) Veriform Triple 4 FL17673.1 R-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-R1 edge distance, 12" o/c max. spacing. Can be headed screw orall 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-RI edge distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. Zip System Install per manufacturers recommended requirements. Sheathing Huber Wall Sheathing 17147-R1 ARC H I T E C T S 6 Design Grou lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1:nQZa; 0. a F A F: stmDly. de LOT: CREEKSIDE LOT #4 PROJECT# 04321.000 MODEL& 4EAB 1072— ARIA" GARAGE 8WWGF: RIGHT PAGE: PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 0 DATE: 10/27/17 sCAme: 1 /4" =1' - 0" E_} r v H 'it a NOTE: NOTE' NOTE: IF ZIP SPEATPING SYSTEM IS APPROVED BUILDINCs WRAP IF ZIP SI-4EATPING SYSTEM IS INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING: MEMBRANE 6 ° 6' ® VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE MANUFACTURERS ENDS) < 6' • HORIZONTAL LAPS. MANUFACTURERS WRAP MATERIAL) OVER 4" INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I" INSTALLATION PROCEDURES APPROVED HOUSE WRAP. i WITH FORTIBER SHEATHING TAPE 1 FLASHING TO EXTEND ON PIPE / P OR LESS PIPE 6'xb' SELF -ADHERING MEMBRANE FREFOFd 1ED CONTROL JOINT THICK, 3 COAT CEMENT PENETRATION I FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4"x4" FLANGE OF CONTROL JOINT'S t / \ PLASTER / \ SELF -ADHERING MEMBRANE BE WIRED LIED t0 LATH • 9" WRB LAYER 02, FORTIFIBER FLASHING: OVER APPROVED O.G. MAX (VERT.). NOTE: DO BUILDING PAPER MIN. LAP METAL LATH HOUSE WRAP. NOT FASTEN CONTROL JOINT t0 FLASHING TO EXTEND ONTO PIPE E =-YOND EXCEPT STAPLES W/ WALL EVEN IF STUD EXISTS APPROVED METAL LATH %a LEG MAY BE USED TO TEMP. FASTENED •T' (VERT-) O.C. MAX SECURE CONTROL JOINT AT SUPPORTS CUT AND OVERLAP ONE SIDE OF DURING INSTALLATION WRB LATER "I, � � y METAL LATH � BELF-ADHERING MEMBRANE � FASTENERS TO BE SPACED STUCCO WRAP FLASHING CUT AND OVERLAP ONE SIDE OF I" O.C.MAX VERTICALLY SELF -ADHERING MEMBRANE •WOOD SHEATHING `STEP M STEP 02 FLASHING ' OR't/lb' ZIP SHEATHING WRB LAYER M, THICK, 3 COAT CEMENT PLASTER WTU LATER P SYSTEM INSTALLED PER ; � / � � STUCCO WRAP METAL LATH STUCCO WRAP MANUF ,SlPEG®.) C ' MIN PAPER LAP BELOW ONLY / UJRB LAYER wl, FORT IFIBER WRB LATER M2, FORTIFIBER WRB LATER, FORTIFIBER BUILDING PAPER BUILDING PAPER ! METAL LATH BUILDING PAPER 1 WSRBCO WRAP I LAYER M. 6'xb' SELF -ADHERING MEMI:3RANE I FLASHING: OVER 4'x4' SELF -ADHERING MEMBRANE INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED LATH SHALL NOT r,AP MIN. WOOD SHEATHINGS STRAPS, STAPLES) AS HOUSE WRAP. 6° ro e° W TO a, OR 1/16' TIP SHEATHING REQUIRED TO SECURE FLASHING: TO EXTENDONTO PIPE THROUGH CONTINUOUS MIN MIN_ SYSTEM (INSTALLED PER PIPE/ WIRE TO FRAMING 4"x4 SELF -ADHERING MEMBRANE THROUGH CONTROL \ r „ n-_ . M lam. SPECS-) FLASHING OVER APPROVED HOUSJOINTS BUt SHALL BE STOPPED lWp TIED AT EACH SIDE. 1' MIN LATH ELAS WRAP. PER ASTM C1063 PROVIDE 2X4 BLOCKING FLASHING: t0 EXTEND t0 PIPE LAP, 4" OVER T.10.1.4 PLACED FLAT MAX 6' TO 8" ALL LAP FROM CONTROL JOINT WHEN \ / CONTROL JOINT FALLS ON 2 APER LAP' CoNT. BEAD CF SEALANT I. FASTENERS FOR LATH TO ESE NAILS OR STRUCTURAL STUD SCALE: I 1/2 1'-0- INSTALL APPROVED HOUSEWRAP AIR STAPLES IN COMPLIANCE W/ ASTM C1063 INFILTRATION BARRIER OVER 2. WIRE TIES TO BE (NO. 18) "4'1$' WIRE / SHEATHING 3. BLOCKING SHOWN MAY BE IN ADDITI I ELASTOMERIC COATING OVER STUCCO/ TO WALL STUDS REQUIRED PER P I CV. FINISH (SEE TYP WALL SECTION) t>;r�:m VERTICAL LATH ! & PAPER DETAIL WOOD STUDS � SECTION PER FBC R703.6.1 Exterior lathing and plastering NOTE: SHEATHING Exterior use of portland cement plaster SIDE LAPS OF METAL OR 7/l6' TIP SHEATHING: SYSTEM 1 shall comply with the application PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) requirements of ASTM C 926-12A. ISE SECURED TO BUILDING NOTE: 1 "M" TYPE CONTROL JOINT FRAMING MEMBERS. PAPER 6 MIN_ IF ZIP SI-4EATHING SYSTEM IS e 9 '-� Installation of exterior lathing and framing O THEY SHALL BE TIED LAP INSTALLED, PLEASE SEE shall comply with ASTM C 1063-12A. BETWEEN SUPPORTS ` MANUFACTURERS WITH 01d4i5-IN. (lZl-MM) STUCCO >z° LAP a LATH 3" LAP a PAPER WIRE AT INTERVALS Not �� INSTALLATION PROCEDURES MORE THAN S' (229-MM). AS PER ASTM C1063' ( j } 1. FOLD AWARD • PT. A L FOLD MWARP • PT. A 7B.L ® 2. CREASE • PT. 13 ®]K I C O U T FOLD ® FOR REPAIR OF TEARS HORIZONTAL LATH DETAIL MA'Y5E_PATCCHEDA�' & PAPER DETAIL �f � FN T�AT f ®N DETAIL W/WOI18E WRAP TAPE PER MANUF. SPEC. OR �I IOj FOLD PEEL 4 STICK I `� • 4S ® 1116" ZIP 5I4EAT+41NG SYSTEM (INSTALLED PIER I"1ANUF. SPECS.) OR LFOLDINWARD. LwLDINuaaD•PcA WOOD SHEATHING OR CMU Pr. A J 2. 0111EAee • Pr. a WRB LAYER #I, 2. CRIEASE • PT. D 3. CREASE • PT. D STUCCO WRAP (FRAME ONLY) 3. CREASE • Pr. C 4. FOLD Pr. C OVER PT. p TILL Pr. C TOUCHES BOTTOM FLAMaE 1' THICK, 3 COAT CEMENT kk PLASTER (FRAME),1/21, COAT s f CEMENT PLASTER (CMU) LEGEND METAL LATH (FRAME ONLY) — ®® ® LAP WRB 4 TAPS OVER DF`,AINAG 1=LANE NA5 uwT>:RrIGHr ROOF/WALL SCREED • T1 eOTra, FLMI6E NOTE: SEAL. FOLP, aQ IF ZIP 5I-4EATI-41NG SYSTEM IS bli:nG'T' 5°X5" "L" TYPE CONTINUOUS INSTALLED, PLEASE SEE ' twlcK 3 Coat CEMENT z W IR5 Lr��ER � (FOlRT I F I F � — — — — — — PLAbTERMIIW-�), ve' 2 COAT GALV. METAL FLASHING MANUFACTURERS T PLAsTER (CM) z I I INSTALLATION PROCEDURES I� LAYER 02, FORTIFIBER (NAIL TO ROOF DECK, NOT �t�F I L D INCH }�,�� l'3UILDING PAPER (FRAM ONLY) WALL SHEATHING) tT LAYER P � CAP SHINGLE - DO NOT NAIL, � TAL L A71 4 X X X X sTu�co wRAPCFRaM °"L7' INSTALL WITH ROOF CEMENT LAP I_Ar R Or 6UILDMG WRAF° OVER NAILING FLANGE, STOPABOVE rnoL (FReY¢ a �-FRAhE OR CMU -• • EXrEMOi \� :: r�aoFwaLlsca� �� ROOF CEMENT I p- I /� S,0 WALL FLASHMG ip / ROOF PER )ELEVATIONS �OOD ao f OR 1116" ZIP SHEATHING SYSTEM LU is � -0UT FLASHMG (SEE S �RL �� C INSTALLED iPER MANUF. SPECS.) — —� � NOTE: SELF-AD44EeIV FL,4SI IN IF ZIP S!-4EATI4ING SYSTEM 15 NOTE: INSTALLED, PLEASE SEE MANUFACTURERS 1" ITAL LATT 4: LA77 4 TO 8E j=EfR 15C FELT UNDERLAYrIENT INSTALLATION PROCEDURES \ ✓ WATER TIGHT SEAL (BEND OR NOTE.- INSTALL MICK= /y SOLDER DO NOT CUT SHINGLE ROOFING a,�0 FLASHM6 AT 1501TOM OF ROOF 4 WALL DRIP EDGE OVERLAP 9' MTEfaSECTIOVB PER SQ. �rAfRD (UTILITY CfiR NO"I'1NAL .....�� EXTEND l/a' aELow L A T 4 DOES O T 1 I E E 7 5 E C 1� 1 C A T (ON 5 MECHANICALLY FASCIA I AP FAST13d 4' Or— MAX r� L FLAS HIN N.T.s. A R C H I T E C T S •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W y i; W 4 0 4 U W Q F A 9tmDrv. de LOT: CREEKSIDE LOT #4 PROJECT# 04321.000 MODEM 4EAB 1672- ARIA" GARAGE > VrJ NG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXPR C aaTjj: 10/27/17 19CAIAM 1/4"=1'-0" TC 7 l 1 47 NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALL 6' PLASHINGSELP-ADHOVER Cs INSTALLED, PLEASE SEE MEMBRANE) AND 5 OVER STUCCO MANUFACTURERS TOP, OF NON-Mo ABLE TOM FINISH INSTALLATION PROCEDURES FRAME of THE EXHAUST. 6" SELF ADHESIVE WOOD CONSTRUCTION 4 SEQUENCE OF FLASHINCs t0 BE: OVER TOP +f SIDES 'I/16" ZIP SHEATHING SYSTEM i/16' ZIP SHEATHING: SYSTEM I. BOTTOM, 2. SIDES. 3. TOP (IN5TALLED PER MANUF. 5PEC5.) OR (INSTALLED PER MANUF. SPECS) OR X: VENT CAP 15 TO BE SET IN BED SELF WOOD SHEATHING WOOD SHEATHINGS OF SEALANT At TOP AND FLASHING WRB LAYER "I, X SIDES ONLY. SEALANT IS TO BE — UNIT WRI-3 LAYER *1, STUCCO WRAP TOOLED 50 AS t0 DEFLECT I ' STUCCO WRAP WRB LAYER'"2, FORTIFIBER WATER AWAY FR OINTS. . X E-T BEAD At RO D PREMANUR DRYER BUILDINGS PAPER VENT-aP S A ALL VENT CAP (SET IN y W Y ORTII=TREKD 8txTUReD x JOINT N IN TIONS CONT. SEALANT) Y AL t At PERIMETER OF �� U ER CONSTRUCTION ^FMISW s wooD BACKER ROD 5 OV E FRAME AND STUCCO ' ON A SIDES, Ya" CAULKING: w JOINT FASTEN To WOOD STRUCTURAL ROUND SEALANT m '. , 8' CMU MEMBER IP -TO.C. MAX TOP SIDES H10<, 3 COAT CEMENT I PER FBC R703.6.1 PLASTI=R WEEP SCRE£D MID -WALL � Exterior lathing and plastering tr BACKER ROD Exterior use of portland cement plaster 6 B DRYER VENT (BLOCK) 'ye" TO -Ye" MID -WALL �4 shall comply with the application WE SCREED TX requirements of ASTM C 926-12A. 6" WIDE STRIP SELF CLEAN X Installation of exterior lathing and framing ADPESIVE MA50NRY FB OW APP rW-% �r' X shall comply with ASTM C 1063-12A. pv 6" SELF-ADHESIVE FLASHING WRB LAYER *I, it I FIN SH�DMASONRY STUCCO WRAP " X` oul WOOD FRAMED I X HOODED VENT OVER QUICK ER ?HICK, 3 COAT CEMENT FLA514" F— — — — WALL HORIZONTAL WEEP SCREED � B PLASTER — (FRAME TO BLOCK) METAL LATH PIPE THROUGH HORIZONTAL WEEP SCREED WRB LAYER 02, FORTIN15ER / BUILDINGS PAPER WALL (FRAME TO FRAME) NOTE: WOOD SHEATHING � NOTE: IF TIP SHEATHING SYSTEM IS IF ZIP SHEATHING SYSTEM IS INSTALLED, INSTALLED, PLEASE SEE 6 PLEASE SEE MANUFACTURERS MANUFACTURERS DRYER VENT (FRAME) SELF ADHESIVE INSTALLATION PROCEDURES INSTALLATION PROCEDURES FLA514INGx (INSTALL PER MANUF. SPECS.) ; oR-w zr SI-IEATPING SYSTEM �� (INSTALLED PER MANUF. SPECS.) $UILDINGx PAPER 10 WOOD SHEATHINGS UNDER "QUICK FLASH" RB LAYER M, NOTE: WRB LAYER 01, STUCCO WRAP IF TIP SHEAtI-LING SYSTEM 15 CUT OPENING: IN STUCCO WRAP APPROVED HOUSEWRAPAt WRB LAYER 02, FORtIFIBER INSTALLED, PLEASE SEE FOR Box INSTALLATION BUILDINGS PAPER MANUFACTURERS WOOD uct1ON INSTALLATION PROCEDURES t ,; CUT Xu INTO VENT PENETRATION WRB LAYER 01, SELF-AD"1=R1N rXV METAL H A STUCCO WRAP MEMBRANE FLASHING SCALE: N.T.S. a' cMu V L Asl B APPLY SELF -ADHERING 6 Is AND I WOOD SI-lEAT4-I(NCs NG OVER BOX AND OVER ° 1�' MID -WALL APPROVi=D WRB LAYER EEr scleEes wl 5TP #I STEP 6' WIDE STRIP SELF ADHESIVE FLASHING:, CLEAN MASONRY BEFORE APPLYING: APPROVED — T FLASHING: HOUSI=WRAP BELOW WRB LAYER 01, STUCCO WRAP ELEC. METER FIELD i STONE VENEER VERIFY LOCATIONELEC. METER FIELD OVER SCRATCH COAT VERIFY LOCATION CUT SUCH THAT APPLY 60 MIN SEM5RANE FLASHING NO MEMBRANE GsRADE "D" FELT MEMBRANE LASHINCS ENTERS BOX, OVER APPLY STUCCO SCRATCH COAT APPPLY TO FACE �ELr-l-ADHERING C�7CSHING OVER HORIZONTAL WEEP SCREED AND ONE (1) LAYER OF PAINT APROVED W STONE VENEER i PRIOR TO INSTALLING ELEC. HOUSEWRAP METER ( FRAME TO BLOCK) WRB LAYER "2, FORTIRBER CAVITY D = FILLED BUILDING PAPER WITH RIGID POLYMERIC STEF LEGEND- ISOCYANOTE-POLYBLEND FOAM ("GREAT STUFF" OR SIMILAR) APPLY A SILICON ELoG OVER R DAt DRAINAGE PLANE (WRB BASE SEALANT AT POINT stucco)Cl FINISH LATER #I, STUCCO WRAP) THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD •o.o.o.0 (SEE: TYPICAL WALL OVERUJRB LATER 02 (1=0RT11=1BER - — — — -GRAD MIN SECTION) 5UILDING PAPER) AREA TO RECEIVEFELT-PROVIDE METAL LATH STUCCO SCRATCH COAT SEALANT AT ALL o o ° o METAL LATH X—X—X—X 1 COAT OF PAINT W/5ACK- JOINTS AND ROLL PRIOR TO INTERSECTIONS STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD 5NEATN41NG METER CAN OR METER CAN OR -1/16" TIP SHEATHING SYSTEM COMBO OR METER CAN AND SELF-ADHESIVE FLASSIINCs) — — — — — DISCONNECT STEP STEP ;1l NOTE- ELECTRICAL RECEPTACLE I" IETAL LATH: LATH iJ SE PER 1=5C ELECTRICAL CONDUIT R103.6,1 / ,ASTM t-1 2.5 L55. 8 PENETRATION PER 5Q. 1' ) (UTIL TY OR NOMINAL LATH DOES NOT MEET 5PEC15-ICATION5) A R C H I 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 h w e; W 0 F 4 U w Q F A BVHDTV. da LOT: CREEK7 LOT #4 PROJECT# 04321.000 BWDEZA 4EAB "1672- ARIA" GARAGE 8WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA nA�TE10/27/17 OCAlaM 1/4' =1'-0" SHEET WA2 EXT. WOOD FRAMED COLUMN 51 IEATI IINCs WOOD SHEATHING WALL WRB LAYER *I, WEATHER RESISTIVE SUB -FLOOR DECKING STUCCO WRAP z BARRIER 01 WOOD WRB LAYER "2, FORtIFIBER 3" X 3' 26 GA. GALV. WEATHER RESISTIVE CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS FINISH # S7GK)(2 LAYER METAL DRIP EDGE BARRIER *2 g" THICK, 3 GOA EMENT ---- _ SET IN FULL BED OF = " 3/4 PAT CHANNEL WEATHER RESISTIVE 6" PEEL < SEALANTA" MIN. SAF. WIC" TYPE 'X' DRYWALL PLASTER BARRIER *I SPACE FROM DRIP �� PEEL : STICK ulj�A"2 EDGE TO % FULLY EMBEDDED (o" SAP. P SCREED WEATHER RESISTIVE STICK DRIP P FACE TO TREX U t0 S T ING H WEEP SCREED BRRIER /'� DECK i ' ``IN OSI IN ' THICK, 3 GOAT CEMENT) y RIES .................. IN ROOF CEMENT WOOD SHEATHING S PLASTER I }�' X 3' 26 GA GALV. WRB LAYER *I, , �`� \ METAL LATH I Y4GAP FOR L DRIP EDGE ROD 4 SEALANTGKER SET METAIN FULL 5ED OF STUCCO WRAP WOOD S HEATI ING I VXI % P.T. OR SIMULATED WOOD (TREX) FILLER, Ys GAP FOR BACKER " THICK, 3 GOAT CEMENT / \ \ CONTINUOUS ROD t SEALANT SPACE t=RoM DRIP VINYL CASING BEAD PLASTER ` ` FACE TO TREX WEATHER RESISTIVE �� 6" SELF-ADHEREING WATER PROOFING lot \ WEA R SISTIVE VINYL CASING BEAD BARRIER *I AM66-WFWG- I80 GUSTO 51 I' FLASHING WRAPPED EXTERIOR GRAPE \ W RESISTIVE LAYER l2 LAYER PEEL 4 R "I i , \ ®TOP OF WEEP SCREED_ ATHE SISTIVE WATER PROOF( \t DRY WALL STICK) WRAPPED FROM �- _ r ` IE *2 TO SHEATHING BELOW BALCONY DECK TO R 1 *2 LAYER (2 LAYER PEEL X I COLUMN WRB LAYER *1, THICK, 3 COAT CEMENTCANTILEVER APAR OLAMrr 4 STICK) era"=FagNm \ SHEATHING 0/' "x: ` STUCCO WRAP 4" POSITIVE DRAIN PLASTER " WEEP SCREED 6 PEEL E STICK a VINYL CORNER BEAD DRIP EDGE TO PECK E MEMBRANE, , FEND OVER DRIP PEEL t 5tlG �+ SAP. - WRB LAYER *2ORTIFE IBR NO GAP IN FIELD VINY CASING BEAD SUB FLOOR ,; EDGE I N2"x3' "L" FLASHING BUILDING PAPER (SHOWN FOR CLARIFICATION ®® 3' X 3" 26 GA. GALV. SUB FLOOR FULLY EMBEDDED IN --- -- -- i SEPARATE ACCESSORIES ONLY) CEMENT SELF-ADHEREING -- ----------------- ---- - --- __ _-__ ,1 �A� DRIP FULL P�D EDGE� ROOF3" 2k, GA. GALV. T. R SI ACED FFORSEALANT ......._ . �� FLASHING WRAPPED �O'Xl Y( RE. R 51 R� SPACE FROM DRIP METAL DRIP EDGE WRB LAYER *1, _ a CORNER OF CANTILEVER SET IN FULL BED or - STUCCO WRAP FACE TO TREX T. OR SIMULATED SPACE FROM DRIP 4' POSITIVE DRAIN ON N S } tREX) FILLER, SEALANT,' MIN. / VINYL CASING BEAD AMIGO AM66-WFwC-'f50 `.\ 1 � ,� WEEP SCREED ° FOR BACKER OUS CUSTOM CASING BEAD `� D 4 SEALANT WATER PROOFING let /FACE TO TREX LAYER (2 LAYER PEEL ! VINYL CASING BEAD N SH LAYER (2 LAYER - PEEL d STICK) STICK) WRAPPED FROM CKER ROD"WATER PROOFING let CANTILEVER DRIP ED 90NO GAP IN FIELD 3/4 RESILIENT BALCONY DECK TO LAYER (2 LAYER PEEL < HAT CHANNEL ILIENT STICK) WRAPPED FROM EDGE- VINYL CASING BEAD �" THICK, 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO !SHOWN FOR CLARIFICATION OF NOTE: 1 O PLASTER VINYL CASING BEAD I" CANTILEVER SEPARATE ACCESSORIES ONLY) IF- ZIP SHEATHING SYSTEM 15 CASING BEAD INSTALLED, PLEASE SEE METAL LATH J' THICK 3 COAT CEMENT MANUFACTURERS PE "X" DRYWALL WOOD SHEATHING 5/8TY PLASTER 10 A DTL. ® CANT. INSTALLATION PROCEDURES WJTEXtURED 4 PAINTED WEATHER RESISTIVE g/g" TYPE "X" DRYWALL METAL LATH LEGEND BARRIER *I SCALE: 1 I/2'=1'-0' FINISH WEATHER RESISTIVE W/TEXTURED < PAINTED WOOD SHEATHING " THICK, 3 COAT CEMENT BARRIER "2 FINISH PLASTER 4" POSITIVE DRAIN" THICK, 3 COAT CEMENT 4' POSITIVE DRAIN NOTE- DRAINAGE PLANE (UJRB VINYL CORNER BEAD WEEP SCREED PLASTER WEEP SCREED LXrER #1, 5TUCCO LJRAP) VINYL CASING BEAD NO GAP IN FIELD (SHOWN GAP IN FIECLARIFICATION LD 1ETAL��tl I; �tl t� ��C VIN7L GORIER BEAD SEPARATE ACCESSORIES ONLY I 11-'f 11� I 1�t (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD A5TM C-B4i ®D9, IN. 2-5 L55. LJRB L,4�ER #2 CFORTI 15r=R — — — — — SEPARATE ACCESSORIES ONLY) PEfi` eO. YARD (UTILIT"`' OR NOt-11NAL 5UILDING PAPER) BALCONY DRIP BALCONY DRIP LATH DOES NOT 1 IEET 5PECI ICATION5) 1 IETAL LAT+4 x x x x 11A EDGE INSTALLATION 11C EDGE INSTALLATION C COLUMN (W J"L" FLASHING) SCALE: NTS NOTE` WooD cTl�l STUCCO WOOD SHEATHING NOTE: IF ZIP SHEAt ING SY E IS OR'TA&' YIP SHEATHING SYSTEM INSTALLED, P EASE E (INeTALLED PER MANUK. W-rzC6J IF ZIP SHEATHING SYSTEM IS MANUFACTU RS tH R tSTIVE INSTALLED, PLEASE SEE INSTALLATION PROLE RE I LJOOD CJi-�ATNINC 2x FRAMING MEl115ER WR$ LAYER *1, i MANUFACTURERS 3/4 RESILIENT HER RESISTIVE STUCCO WRAP iI INSTALLATION PROCEDURES HAT CHANNEL BARRIER *2 " THICK, 3 COAT CEMENT '>1 UJOOp SHr:ATHING VINYL CASING BEAD 5ELI=—AD+4E5IVE 1=LA5d41NGx — — — — PLASTER WRB LAYER *2, FORtIF(BER ' rwCK, 3 COAT CEMENT CORNE PLASTER 2 R BEAD BUILDING PAPERS i UJRB LAYER1 I /2 5/S" TYPE 'X" ALL METAL LATH FASTENED TO SHEATHING ::, W/TEXTU PAI WOOD SHEATHIN�z O.C. MAX. METAL LATH + STUCCO WRAP FIN( OR 1/16' ZIPp%eATH+NS reTEM x X. ---x 9_1X_ j, /-C2)2x�12oHEADER�a \ PLASTER HI At CEMENT $ THICK, 3 COAT CEMENT UJRB LAYER 02, I=ORTIFIBER / BUILDING PAPER WRB LAYER *11 6"SELF-ApI-{ERINCs M VINYL CORNER BEAD WEEP POSITIVE DRAIN STUCCO WRAF FLASHINGI I ETAL LATH WEEP SCREED _T" THICK, 3 COAT CEMENT VINYL CASING BGAP IN NO GAIN FIELD LUOOD SHEATHING ; (EXPLODED $ (SHOWN FOR CLARIFICATION OF ti1Ew FOR PLASTER SEPARATE ACCESSORIES ONLY) METAL LATH DRIP CAP y CLARITY) DRIP EDGE >e? 11D INSTALLATION WRB LAYER 02, FORTIFIBER BUILDING PAPER WINDOW FLANGE ,{ Lu L YER *1, NOTE: �� CORNER BEAD FRAME IF ZIP SHE HINDS S EM IS WOOD CONSTRUCITON STUGC WRAP INSTALLED, PLEA 5 E MANUFACTU R5 WEATHER RESISTIVE 2 1/2 \ ; INSTALLATI P E UREs BARRIER #1 �� CORNER BEAD WRB LAYER *2, FORTIFIBER WEATHER RESISTIVE (FASTENER 4 SPACING "T" O.G.) BUILDING PAPER BARRIER *2 _ METAL LATH VINYL CASING BEAD THICK, 3 COAT CEMENT f n PLASTER J' THICK, 3 COAT CEMENT ! ; n 5/8' TYPE "X' DRYWALL METAL LATH PLASTER W/TEXTURED t PAINTED F- FINISH r�' POWA4 +3 SYSTE6" M 1�lCs ' SELADI--IERI }( avuF. SPECS. CMU FLASHING ' Ir ' THICK, 3 COAT CEMENT 4`�7 PLASTER ' � 5/s" THICK, 3 COAT CEi"MENT VINYL CORNER BEAD VINYL CORP. 4° DRIP CAP POSITIVE DRAIN PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIELD (SHOWNCLARIFIGESONLY) SEPARATETE ACCESSORIES 14B CORNER BEAD BLOCK CASING BEAD Ca)WINDOW FRAME, NO BAND 11E RIP EDGE INSTALLATION A R C H I T E C T S Design Group—inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W h w U w 0 0. a U w A h A NUMIV. 1!e LOT: CREEKSIDE LOT #4 PROJECT# 04321.000 MODEL: 4EAB "1672—ARIA" GARAGE 331rDCG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 10/27/17 ' 33CALE: 1/4"=1'-0" 1 SHEET - ------------------------------------------ IF ZIP SHEATHING SYSTEM IS ' INSTALLED, PLEASE SEE A ING TYP " THICK, 3 COAT CEMENT i" THICK, 3 COAT CEMENT SEALANT PLASTER WOOD SHEATHING MANUFACTURERS CASIGNGsRSMAD P AL LATH I j INSTALLATION PROCEDURES IX TRIM MEMBER i METAL LATH TO WRB LAYER 11, STUCCO i STUCCO WRAF` SIDING TRANSITION LAYER 02, FORT F1BER ; �I WOOD SHEATHING UILDINCs PAPI=R a a SIDING WOOD SHEATHING WRB LAYER 02, FORTIFIBER d - ° BUILDING PAPER ' ._.--._-- I � WRB LATER #I, WINDOW FRAME a I STUCCO WRAP --------- ---- - ----- METAL LATH WRB LAYER 02, FORTIFIBER --------------- BUILDING PAPER ' LAYER 01, THICK, 3 COAT CEMI=Nt X' � � WRB LAVER #2, FORTIF1BER ate c � \\ STUC GO WRAP I PLASTER i BUILDING PAPER - BEAD VINYL CASING WSELF-ADHERING ,'�� `� METAL LATH CASING BEAD j �...........-,.....,.....,.,... ...... (WA/5" FLEXIBLE PVC BACKER ROD) FLASHING III THICK 3 GOAT CEMENT 6" SELF-ADHEREING I VINYL ANGLED EXPLODED $ FLASHING OR PEEL 4 STICK CASING BEAD 1 VIELU OR LASTER SIDING 'I'O STUCCO WRB LAYER 01, STUCCO WRAP WRAPPED AROUND FRAMING CASING BEAD — MEMBER DRIP CAP (CROSS SECTION) / 6" SELF ADHESIVE FLASHING WINDOW FLANGE B L '�' ' �� WOOD SHEATHING I S C WRAP ; 2X FRAMING VINYL ANGAED e a CONSTRUCTION � MEMBER DETAIL BELOW EXPLODED ,i� YOND CASING PE D it WOOD SHEATHING ; WRB LAYER 02, FORTIFIBER ' ' , 5ARRIER RESISTIVE FOR CLARITY BUILDI�f�ICs PAPER i LEATNERI�''ESISTIVE q�'`----------------------------------------------- ---- V BARRIER #2 METAL LATE+ i Jar° X iYa" LAP SIDING ,� / \ b" SELF -ADHERING REVEAL/ ( 1 FLASLt=- �l -------------------------------------------------------------------------------------------------� i" THICK, 3 COAT CEMENT �■ I LA°�-IINCs ro' SELFDF�ERINCs Q ,� �� $�� TTICK, 3 COAT CEMENT u ATa IER RESISTIVE Y4 CZAP TYP PLASTER , / 5ARRIER *t ; GAa INCH BEAD ■ PLASTER \ -' ' STARTER STRIP \ BARB ER RESISTIVE 6°SELF-ADHERING \ J / \ SEALANT TO WINDOW METAL LATH �■ oA NOT cauK o I ' DEIGFLASHING O 1 FABUI � _— I DRIP GAP Gz'� Ix AL Z' rL SHIING i LA ER "2, FORTIFIBI=R �- DO NOT CAULK OR UIL G PAPER �-- I MULATEDSEAL OPENING ; WINDOW FRAME WINDOW FLANGE w$ T MEMBER SHEATHING I CASING BEAD C WINDOW BEAD 5I �/ \ �p t, SIMULATED ° ( W/BAND} �I FRAME, , \ \ SEAL GAP APPROVED SEALANT i{�-•/, KSTUCCO OR APPROVED SEALANT CASING$ j / 5EAD x / SIDING TO STUCCO I wRB LAYER #I, Ca? BLOCK TO FRAME STUCCO WRAP WOOD SHEATHING F ZIP SHEATHING SYSTEM IS TRANSITION I 19 (NSTALLED, PLEASE SEE / 6" WIDE PEEL 4 STICK MANUFACTURERS OVER FLANGE INSTALLATION PROCEDURES WINDOW FLANGE METAL LATH NOTE, E-Z BEAD VINYL CASING METAL LATH: LATH TO BE PER FBC s R703.6.I / ASTI'l C-84-l-013, MIN. 2.5 LBS. I 2X FRAMING CW//8 FLEXIBLE PVG BACKER ROD) I WRB LAYER #I, 1,000D 5 ,�T ZINC PER SQ. `I'ARD (UTILITY' OR NOMINAL MEMBER APPLY FULL BED OF SEALANT 53=TWEEN STUCCO WRAP LATH DOES NOT MEET SPECIFICATIONS) FLANGE E BUILDING WRAP BUILDING WRB LAYER #2, EORTIEIBER �`., WRAP BUILDING PAPER/ ------------------------------------ _ ---------------------------------------- ----WOOD CONSTRUCTION SERINsBEONDIWR5 LAyIER 1*1i PLAINC ATHINrx THICK, 3 GOAT CEMENT TUCCO UJRAF WEAERERESISTIVE $ , BARRIER "I WEATHER RESISTIVE PLASTER - _ _ �i \ BARRIER h TO LAP WINDOW T� T CASING III p $�j p 6, ATHER RESISTIVE \ b ABOVE TOP EZ IIIN 1' t, /f \FI, ®®JI x X UJR 3 L �`r I� ` f FORT IF I5 I\ W/6 REv LAP SIDING Z ASHIN�s �j /a a I' �IIIIL / WE IER RESISTIVE VINYL ANGLED P l.�P,�RR b' SELF -ADHERING ! FLASHING: ? WEATHER RESISTIVE CASING BEAD 1�T� �� \\ \ ` FARRIER"2 VINYL CASING BEAD STARTER STRIP 7"FLA METAL DO NOT CAULK OR FLASHING SEAL OPENING: DO NOT CAULK OR THICK, 3 COAT GEt%� ENT \ SEAL OPENING (EXPLODED 8 GALV'D METAL �J MATWER RESISTIVE VIEW FOR PLASTER 'Z' FLASHING BARRIER w TO LAP LE G E JL r�T D I Ya' X 6' SIMULATED b" MIN. A50VE TOP CLARITY') woo > TRIM MEMBER Or Z" FLASHING ' i E-Z HEAD VINY IY<' X b' SIMULATED DRAINAGE PLANE (WRB (W/%' FLEXIBLE WOOD TRIM MEMFER SACKER ROD) \ i i SELF_ �R LAYER #1, STUCCO WRAP) f b' SELF -ADHERING: I I i I FLASHING WRB LAY'ER "2 (FORTIEIBER FLASHING \ _ Y s' THIS, 3 COAT \1 � SEAL GAP W/CAULKING — — — CEMENT PLASTER \ OR APPROVED SEALANT BUILDINCx PAPER) WEATHIEER RESISTIVE' WE RESISTIVE CASING BEAD A I S �j FARRR "I BARRIER h METAL LATH WEATHER RESISTIVE E-Z FEAD VINYL CASING X—X—X—X BARRIER 02 (W/W FLEXIBLE PVC BACKER ROD) STUCCO BAND (F-JFL-%).AME) SIDING TO STUCCO WEATHER RESISTIVE C FRAME TO FRAME FARRIER n WOOD SHEATHING SGAL1s: 1 1/2"=1'-011 TRANSITION OR tnb' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) 19 - SELF-ADHESIVE FLASHING — — — — ARCHITECTS /Design GroU171nG. 11441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w U w F G, w Q F BLTHDIV. ea LOT: CREEKSIDE LOT #4 1p3moZ CT# 04321.000 MODETA 4EAB "1672—ARIA" GABAGE awMG: RIGHT PAGIM WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA I DATA: 10/27/17 SCALE: 1 /4" =1' — 0" 8HERIT IM MoVAIII CUT HC AT 45' MODIFIED 11, CUT IN HCUSEWRAP LINE OF I. OPENING APPROVED POUSEWRAP OVER SHEATHING OVER LLD STUD WALL STEP 1 INSTALL b' SELF -ADP# FLASHING C NAILING FL, JAMS EXTEND FL I' BELOW 6 FLEXIBLEF DO NOT 6E FM 'k TEMPORARILY FOLD -UP 4 SEC HOUSED R06P CO TUCK FLAP UNC at HEAD FOLD HOUSEWI IN AT JAMBS 4 SLOPE SILL R. ALIGN FLASHING W/ INT. EDGE OF 611-L F O. MECHANICALLY FASTEN FANNED EDGES.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS Ti.- FLASHING AT THE LID XJN AGC :RO JDC JIDE ADHESIVE -XIBLE FLASPINI VER DRIP CAP 'ECTO-WRAP EQUI V) WINDOW FLASHING INSTALLATION DETAILS FULL WRAP 5C ALE: NT5 NOTE IF Zlf= 'OGEDUe Y 4NE NG TINT T IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING WOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS EMI CN �. SEALANTS MAY FACT ADVERSELY IF NOT N AND SEAL JAMB TO SILL JOINTS WITH 1155 FOLLOWING COMPLETION OF RIOR FMTROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENINQ NOTE: SEAL INTERIOR PERIMEtER OF WINDOW WITH SEALANT 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 Kam, W h W U W 0 F U y W A F A h ti avBDrv: ae LrOT: CREEKSIDE LOT #4 PROJECT# 04321.000 MODEZA 4EAB "1672- ARIA" RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE: 10 /27/17 BCALM: 1/4"=1'—C 1 4 METAL FASCIA WRAP 2X6 SUB 2x�o 5U5-5AND W/1 "x4" NOTCH e END, WRAPPED IN PEEL 8 STICK DRIP EDGE -1/5" TEXTURED FINISH -m WOOD 1/2" TEXTURED FIN15H 9 CMU I\ I\ I` I \ I \ I \ METAL FASCIA `\ WRAP Ye" FROM \ STUCCO, 1" FROM WOOD WALL \ EXTERIOR WALL \ \ (FRAI" IE OR CMU) \ \. NOTE: NOTCH FOR 2X(o �)t -t/&" TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH o CMU AL LATH I WOOD SHEATHINGS OR CMU t s WR5 LAYER 01, " STUCCO WRAF' (FRAME ONLY) WRB LAYER 02, FORTIFSER y� a BUILDINGS PAPER (FRAME ONLY) ROOFING CEMENT REMOVED EYOND) OFF WALL CO) I FINISH :TURED W/1"x4" NOTCH a IN PEEL 4 STICK WRAP 1" OFF B BAND 2 " DRIP EDGE METAL KICK OUT NOTE: IF ZIP SNEATI41NG SYSTEM 15 INSTALLED, PLEASE SEE MIANUFACTURERS INSTALLATION 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 61 -8" O.C. MAX. 2x SUB -BAND W/lY"x4" NOTCH -s END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0P WALL x x x x x x x x x \ x. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH w END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU J WALL KICK -OUT FLASHING x x x x x x x x x x x - x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ,= - x SUB BAND DETAIL Cap WALL W/KICK—OUT T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF 5ET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1y"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY ARCHITECTS d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w W 0 U w a F A sugm v. ae LOT: CREEKSIDE LOT #4 PROJECT# 04321.000 MODEL: 4EAB "1672— ARIA" GARAGE SWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ARCHITECT STATE OF FLORIDA Nov t 8 ' DATE: 10/27/17 !SCALE: 1 /4"=1'— 0" WA6