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Home My WebLink AboutBUILDING PLANAA1"��i�-�, 99 1430 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, 5TH EDITION (2014) •ALL LOCAL AND STATE CODES ABV. A/C ADM. ALT. ABOVE AIR CONDITIONING ADNISTABLE ALTERNATE LAV. LUM, M.C. MFR. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER CERTIFIED BUILDING CONTRACTOR; D.R. HORTON HOMES 1430 CULVER DRIVE NE •OCCUPANCY -RESIDENTIAL, •CONSTRUCTION TYPE - GROUP R3 VB HAD CL CAB. BOARD GE CENTER LINE CABINET � N.T. N.T.S. MINIMUM MOUNTED METAL NOT TO SCALE PALM BAY, FL 32907 TEL: (321) 733-7092 • MIN. INTERIOR FINISH - *BASIC WIND SPEED - CLASS B Vult=160 MPH Vasd=124 MPH CLG. c � CPT. CEHINNG CONCRETEP.B.PUSH CARPET O.C. PL PH. ON CENTER OPE BUTT� PHONE FAX: (3 21) 7 3 3 — 7 9 7 2 • EXPOSURE - • 1-STORY RESIDENCE - • 2-STORY RESIDENCE - C MAX. HEIGHT AS PER LOCAL AND STATE CODES C.T. D. DBL. D.G. DIA. CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER PLT. PLYWD. PR. P.T. R. PLATE PLYWOOD PAIR PRESSURE TREATED RISER DIM. DIMENSION RAD. RADIUS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: DISP. DP. DR. D.S. DISPOSAL DEEP DOOR DOWNSPOUT R.A.G. REF. RM. R.O. RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING JAMES J. CANTWELL DTI D.W. DETAIL DISHWASHER S.D. S.H. SINGE DETECTOR SINGLE HUNG AR NO. 12079 EQ. A EACH EQUAL MT. SG. SHEET SHEATHING SQ.FT. CALC.'S M. MUST SIM. sane A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 LIVING CxARACxE ENTRY LANAI TOTAL 1612 60. FT. 432 80. FT. 38 sa. FT. e6 S0. FT, 2238 50. FT. MDIT. F.G,/FX • F.G. �. FLUOR, FR. DR. FIG. GA. GAR. GAR. DISP. ExTEr;;IOR MED G FUEL GAS �° FLUORESCENT FRENCH DOOR FOOTING GAUGE GARAGE GARBAGE DISPOSAL SL. s1� GL. sm. � SC TEMP. THg T.O.C. T.O.P. T.O.S. SLIDING SLIDING GLASS STANDARD �NALL SOLID CORE TEMPERED GLASS CK MTOP OF CURB P TOP OF PLATE TOP OF SLAB A/C VOLUME 14113.1 G.F.I. GL. GROUND -FAULT CIRCUIT GGass" TYP. U.N.G.OTHERIM TYPICAL UNM NOTED PLAN REVIEW GYP. BD. H.B. H.C. GYPSUM( BOARD HOSE BLB HOLLOW CORE V.P. W. W/ VAPOR PROOF WASHER WITH DATE CHECKED BY: HDR. HEADER WD. WOOD HGT. OR HT HEIGHT WDW. WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl-COVER PAGE PG GN-GENERAL NOTES PG PG 1 -FOUNDATION IA -DOWEL PLAN PLAN TERMITE TREATMENT REQUIRED PG 13-LINTEL SCHEDULE PG 1B.1-SAFE LOAD TABLES THESE PLANS AND ALL PROPOSED WORK PG 2 _FLOOR PLAN ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT PG 3C-ELEVATIONS MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. PG 4C-FRAMING PLAN PG 4.2-CONNECTOR SCHEDULE PG 5-ELECTRICAL PLAN PG Di -MONOLITHIC FOUNDATION DETAILS/SECTIONS PG D2-SHINGLE MONO. SECTIONS & DETAILS PG D3-SHINGLE MONO. 2-STORY WALL SECTIONLSOSTENEAS PG D4-MISC. DETAILS OR ATTACHMENTS PG D5-PRODUCT APPROVALS ARE THE RESPONSIBILITY OF THE F PG WA1-WALL ASSEMBLY DETAILS CTHERACTORIBIUTY OF PG WA2-WALL ASSEMBLY DETAILS PG WA34ALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PC WA6-WALL ASSEMBLY DETAILS ALL MANUFACTURESLAEILESSHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTMS ARE APPROVED SCANNED BY ST LUCIE COUNT, `'l ?/ZOks'a ST, Luc? COL'N"IY B1 u1pT_VG Pr%,1QTO REVIFR'ED FOR CO IA REVIEIVE BY DATE / PLANS, . PER�IIT�ILSTBEKEPT ONJOB OR MVO INSPECTION WILL BE INIADE. A R C H IT E C T S Design rou Inc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y W U W ti v W A F A F: BtTBIaI'v. & LOT: CREEKSIDE LOT #129 PFto.TmCT# 04321.000 moan: 4EAB 1672— ARIA" GAP.AGE 8VWG: RIGHT PAGM COVER PAGE 160 MPH EXR C ARCHITECT - STATE OF FLORIDA AUG 4 V17 RE 0'8/08/17 BiblAIM: 1 /4"=1' — O" CI I T@-;p�iFT'"T,+ OPC272017 1 BY: ....... 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 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF) C. ROOF LIVE LOADS R301.6 *" I. "*MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) 11. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VULT=160 MPH, VASD=124 MPH II. EXPOSURE CATEGORY C III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS ±0.18 V. RISK CATEGORY II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 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 ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES 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 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -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 V 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'/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 'A THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. G 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2, ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/,". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/4" 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, LINO. 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 50' 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'/a" 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, 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 42. MASONRY 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW, ALL CALCULATIONS PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 PSI. 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. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 1_/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR VARY BUT IT SHALL NOT BE LESS THAN'/a INCH AND NOT MORE THAN '/. INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES, PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA 1& ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). 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 PLUMBING HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. REINFORCING STEEL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 3. CONDENSATION LINES SHALL BE MINIMUM/4" PVC (SCHEDULE 40), INSULATED WITH '/" AMAFLEX. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X WI A AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 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 HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" WHERE APPLIED OVER MASONRY OR CONCRETE. B. CONCRETE EXPOSED TO EARTH OR WEATHER: 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la & I. #5, W31 OR D31 AND SMALLER 2" ASTM-C1063.12a. C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.6.1 OF THE FBCR 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT I. #11 AND SMALLER '/" LIMITED TO: D. BEAMS, COLUMNS: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/z" 'L' FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS APPROVAL OF THE ARCHITECT. CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS TIMBER WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: WINDOW FLASHING DETAILS A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) 4. SHALL BE INSTALLED PER ASTM-C1063 - 1 1A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2-STORY GYPSUM BOARD I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION UNDER STAIR PROTECTION: C. SOUTHERN PINE INSPECTION BUREAU: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE I. STANDARD GRADING RULES FORSOUTHERN PINE LUMBER ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) CONTROL DATE: 02/08/17 R. A R C H I T E C T S OF %AIVWNInc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 w y 0 a q N%73DiV. III LOT: CREEKSIDE LOT #129 PEton=T# 04321.000 MODEU 4EAB "1672-ARIA" GARAGE 9'1n14M RIGHT PAGE: GENERAL NOTES 160 MPH EXP.J ARCHITECT: STATE OF FLORIDA AUG 18 DA : 08/08/17 scAxm1/4$$=V-0" A R C H I T E C T S 24'X24"XI2" CONC. PAD W/3-"5 5AR6 E.W. ON CHAIRS MIN. 3" COVER J TYP. F a 4( \ 4, DI ro -' SLA5 > ° _ 13 IY Ll EXTEND END OF PVC. 3 -� CHASE UP 12' ABOVE 4' CONC. COND. CONC. PAD SLA5 �GONp.� 5 pl TYP. --- -- --I-- -- -� SLABND I /22" DI 0'-01 ELEV. /// ■ r� PIN. CoNC. SLA5 4" PVC 0 N 24"X24'XIV CONC. CHASE// // PAD W/3-"5 BARS 0 E.W. ON CHAIRS T / MIN. 3" COVER // ■ 4" GONG., REINF. W/ 6'x6" �i - WI.4XWI.4 WWhl ON 6-MIL POLY- ETHYLENE VAPOR RETARDER L - rf ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL ■ 5E 50RA-CARE` "sJ I ■I 4� I 'I I ■I � r�1 tll I r 1 LA_V. L Jol 2xlo 2><& W-ALC 1111" i 21-9" i 2'-9" I 1" PVC CHASE II FOR ELEC. TO I ISLAND III II -3 I/2' I- < ■ SLAB 1 IND/2" 91 ■ I 1 Di+ Alk 0'-O' ELEV. • �, co PIN. CONIC. SLA5 I o r 4" CONIC a3 L DI II'-0° m 4'-4" / I 19/8" / N ')r�� / / I / i We _�I■ t� 4- jQ 2 -2' _ LAV. I. 10 3 I r — — LAY. uwxC60' II r l a I ,(� SHWR. PAN I II I■ W/ ENCL. EXTEND AAA SLASI I/2' -8" EXTEND FTCz. UNDER WALL ENTRY COLS. 17'-6' 50LLARP AS REEL PER 5LDG. CODE FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE P-AN - FLOOR ELEVATIONS At REQUIRED EGRESS POOR SHALL MEET PROVISION OF R3I13.1 OF THE FSCR 6TH EDi-ION (204) 0) m " Q N �- 2' Y.T.R �•I� ' r2 I � ' �,,cI1/2' I I/2'� I 1 I I r2 1I I/2° ITU5 I I ILAV 2' I Ir V fG' KITCHEN SINK W/ AUTO VENT 2' Y.T.R. I rcl In" 2, 211 I I/2" 11/2 I/2" -� 2" I1/2`------T 21 I I I/221 WASHER< I WG.I LAV. LAV. SHWR I t0 3 . ✓ �3" 3" MAIN 4" 3° ]PLUMBING R'1S R DIAGRAM SLA5 SECURE STRAP TO UNIT W/ (2) *Sxl 1/4 SHT MTL SCREWS SIMPSON W5 ROLL STRAP OR EQUAL SECURE STRAP t0 GONG. W/ (2)-3/1611XV TAP -CONS A/C CONNECTION TO ]PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" DIA. OVER HEAD • 12" FROM STRUCTURE Design GYOU 12 LONGWOOD, FL 32 PH: 407-77Lj FAX: 407-7www.abdesignAA #: 000 w W ti 4 Q F A IStmDIV. as LOT: CREEKSIDE LOT #129 PROJECT# 04321.000 iiODEL: 4EAB "1672- ARIA" GARAGE BVMG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AUG 18 `• ' : 08/08/17 D TE. BdALE: 1/4' �9HEET a b ate; 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 E W V W 0 F 4 U A F F: MUBD . ae zoT: CREEKSIDE LOT #129 PROJECT# 04321.000 a�soa�z: 4EAB "1672— ARIA" GARAGE BVnNCt: RIGHT PACK: DOWEL PLAN t60 MPH EXP, C ARCHITECT STATE OF FLORIDA AUG 18 2n11, ATj`/ 08/08/17 1 BCAXM: 1/4"=l'-0" 1 Lo G (2) 3052-514 (2) 30E32-5H EGRESS II I 4 I I I Ln4 I a'-a'GLLG. cA I I L-5 DINING �I I OWNER'S (2) 3052-SH I I SUITE 8'-a" CLG. L— 2 GREAT ROOM a' -a" CLG. I I�_ I W.I.C. I I e -a CLG. I II� O I II e I I II 0 I II A I I I -- I KITCHEN — I I I NH A� I BDRM.#3 0. I BATH I I TN, I I ,� II CLG. L--� �------1 O L ----- J _,L,� Rv II FOYER GARAGE 8'-8" CLG. a'� 306a W/ 36'XI0" TRANS. BDRM•#2 a' -a" CLG. L-7 ENTRY 8'-8' CLG. ji 10 Oil L— 2 — — — — — — — — — (2) 3052-SH EGRESS L-1 LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SUi36TITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED �AST� RETE' LINTEL SCHEDULE LINTEL NO. LENC�tI-4 tYi� COMMENTS L I li'-4" 8F28-18/It L 2 7'-6' 8F16-IB/It L 3 12'-0" 8FI6-IB/17 L 4 9'-4' SFI6-IB/IT L 5 7'-6' SF24-IB/IT L 6 4'-6" SFI6-0B/IT L rt 4'-6" SRF6-IB/IT A$V. DOOR ASSBM$LY, $TM. 0 6'-0 ARCHITECTS Design YOU Ilnc. d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W 4 O a U W A F IBUBDM ea LOT: CREEKSIDE LOT #129 PROJmCT* 04321.000 acoD� 4EAB "16`72-ARIA" GARAGIC a'1wIN'ti�: RIGHT PAQZ: LINTEL SCHEDULE t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA AIIG IS LDA'�'iE 08/08/17 8CAIM: 1/4 "=1' — 0" F4" q 011 &APE LOAD TAL& FOR GRAViTY, UPLIFT E LATERAL LOADS 8" PREGAST 4 PRESTRESSED U-LINTELS TYPE LENGTH BUS 8FO-05 SFI2-0B 16-0 20-0 24-0 28-0 32-0 SF8-I5 8FI2-I5 SFI6-I5 8F20-I15 8F24-I5 OF25-I5 8F32-I5 2'-10"(34") PRECAST 2302 3166 4413 6039 1526 9004 10412 11936 3166 4413 6039 1526 9004 10412 ii936 3'-6" (42") PRECAST 2302 3138 3311 4689 6001 1315 8630 9941 3166 4413 6039 1526 9004 10412 1N936 4'-0" C48") PRECAST 2029 2325 24g6 3461 4438 5410 6384 1358 2646 4413 6039 1526 9004 10412 11936 4'-6" (54") PREGAST 1651 1151 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 9004 10412 96fo8 5'-4" (64") PRECAST 1184 1223 1301 180g 2311 262fo 3336 3846 1665 2889 5051 6096 5400 6424 1450 5'-10"(10") PRECAST 1512 1000 1059 1414 1889 2304 2121 1 3131 1459 2464 4144 5458 4431 5250 6122 6'-6"lib"J PRECAST art 1255 2101 3263 2146 3356 3911 4585 1255 2101 3396 5260 1134 8995 6890 -i'-6" l90")PREGAST -�6-1 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5041 9'-4" (112") PRECAST 5-13 632 1049 1469 1210 1482 I154 2021 168 1212 1818 2544 34ro9 4030 3121 I0'-6"112(o") PRECAST 456 482 502 1125 915 1122 1328 1535 658 1025 1514 2081 2114 3130 2404 II'-4" (136") PRECAST 445 598 935 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-0" 1144") PREGAST 414 545 864 1254 1689 2014 1510 1618 555 864 1254 1693 2211 2632 3590 13'-4" ll6®") PRECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1016 1438 1855 2343 2920 14'-0"1168") PRECAST 33S 351 646 919 1190 1462 1061 1260 455 100 1003 1335 1114 2153 2666 14'-S" C116") PRESTRESSED N.R. NR NR NR NR NR NR NR 465 765 1310 2045 2610 3155 3165 I5'-4' (184') PRESTRESSED N.R NR NR NR NR NR NR NR 420 695 1250 1855 2310 2890 3410 I1'-4" C208")PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1600 2200 2600 19'-4" (232") PRESTRESSED 1 .R" NR NR NR NR NR NR NR 240 400 150 1090 1400 1720 2030 21'-4" C256") PRESTRESSED NR NR NR NR NR NR NR 183 330 610 940 1340 1180 2110 22'-0"(264")PRESTRE55ED N.R. NR NR NR NR NR NR NR 160 300 510 810 1250 1660 1910 24'-O'C288") PRESTRESSED �'R" NR NR NR NR NR NR NR 130 240 470 720 1030 1350 1610 S" PRECAST 4 PRESTRESSED U-LINTELS 4~11%4ite1''® u,f=L FT LATERAL I,t"PEBFD-it LENC�TI-1 8-2 12-IT 12-2T 8FIro-it Iro-2T 51--20-It 20-2 24-ITOF28-It 24-2 28-2 OF32-It SF32-27 SUS OF" 2'-10" l34") PREGAST 2121 2815 4101 5332 6569 1811 9055 2021 2021 2121 2184 3981 5190 640rt 1630 8851 3'-6" l42") PRECAST 2165 2289 3260 4231 521E 6204 1192 1251 1251 2165 2215 3165 4125 5091 6061 1036 4'-0" (48") PRECAST 1878 1989 2832 3680 4532 5381 6245 938 938 1818 1925 2150 3583 4422 5264 6110 4'-6" (5411) PREGAST 1660 1162 2501 3251 4010 41rol 5525 '12rt 121 1660 1105 2435 3111 3913 4658 5406 5'-4" (64") PRECAST 1393* 1484 2110 1 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3920 4549 5'-10"Crt0") PREGAST 1212* 1351 1530 2505 3054 3665 4241 418 418 1212 1315 1815 2441 3010 3583 4151 6'-(o' CT8") PREGAST 1141* 1200 1133 2250 2169 3290 3012 101 eel 1141 1182 1684 2192 2103 1 3216 3132 -i'-6" l90") PRECAST .359* 912 1415 1914 2354 2191 3240 591 65-i 990 1029 1466 K301 2351 2191 3245 9'-4" (11211) PRECAST 801* 612 980 1269 1560 1862 2144 454 630 501 155 1192 1550 1910 2211 2634 10'-6"(126") PRECAST 116* 498 l93 1021 1261 1496 1131 396 493 ll6 (O11 1039 1389 1111 2034 2359 11'-4" (13611) PRECAST 666* 43S 696 899 1104 130E 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0" 1144") PRECAST 601* 400 631 816 1001 Hero 1312 340 494 631 486 818 1209 1514 I199 2086 13'-4" (160") PRECAST 500* 340 532 (086 641 991 1153 302 398 513 40c3 682 1004 13rol 1631 1891 141-01111(o8") PRECAST 458* 316 493 635 1l8 922 1065 206 360 548 318 629 922 M2 4 1561 1516 14'-8' (116") PRESTRESSED 243 295 459 591 124 851 99O N-R. 35l 243 352 582 852 1156 149I I142 15'-4' (184°J PRESTRESSED 228 218 430 553 611 801 925 N R 32� 228 329 542 'IS] 1012 1381 1616 I1'-4" (208")PRESTRESSED 188 150 236 216 361 449 464 649 561 814 610 1121 114 1389 N.R. 255 19'-4" (232") PRESTRESSED 165 201 313 401 490 518 661 N.R. 204 Iro5 239 383 550 136 S40 1160 21'-4" (256")PRESTRE55ED 145 186 218 356 433 512 590 N.R. 112 142 212 336 4l1 635 507 993 22'-0"C264")PRESTRESSEp 140 150 268 343 418 493 568 N R. 16l131 0 134-1 2441-011(288") PRESTRESSED 12l 124 165 186 244 290 312 1 408 1 360 538 1 441 680 515 833 N.R. 135 *REDUCE VALUE 8Y 2596 FOR GRADE 40 FIELD REBAR 8" PREGAST W/ 2" REGESS DOOR U-LINTELS TYPE LENCsTI-I 6-0 SWIC-05 OW14-05 OW18-08 OW22-0 OW26- 8RF30-0E5 8�6 SRF6-I5 SW10-15 8RF14-IB SWIS-15 SRF22-16 SIR=26-I5 SW30-15 4'-4" (52") PRECAST 1489 1591 1821 3053 3412 2982 4982 3954 64-12 4929 1941 5904 9416 6880 108-18 4'-ro" (54") PRECAST 1351 1449 2162 2114 3600 4481 53-15 6264 1102 3412 4982 6412 1941 9416 10518 5'-8" (68") PRECAST 185 832 1153 1602 2162 1550 4074 2058 6412 2566 6516 3015 5514 3585 6839 5'-10" C109 PRECAST 135 119 1500 1449 1924 2400 2816 3352 1103 2051 1 3611 6412 6516 5450 6411 r0'-S' C809PRECAST 822 1501 1611 2933 2516 3223 3812 4522 90l 1611 2933 4100 6130 Sill 6101 T-6" C(30')PRECA5T 665 l61 1311 2252 1g55 2451 2944 343E 164 1311 232E 3609 5492 6624 5132 C116"J PRECAST 311 420 834 1253 1011 1342 1614 1886 535 928 1 1491 1 2119 1 2618 3595 2815 S" PRECAST W/ 2" RECESS DOOR U-LINTELS 4~11`64an- UL= (FT LATERAL TYPE LENC TH 8RF6-IT Si0F64T 8W10-IT 8RFI0-2T 8R=14-IT SRF14-2T 8RFI8-It SRFI8-2T SRF22-rr 8RF22-2T em=26-IT SRF26-2 SRF30-IT &R=30-2T 8R1 8RF rb 4'-4' (52") PRECAST 1244 1513 2413 3260 4112 4961 5825 S32 932 1244 1519 2339 3110 4008 4850 5696 4'-6" (54") PRECAST 1192 1501 2311 3121 3931 4156 5511 853 853 1192 1455 2240 3036 3831 4643 5453 5'-8" (68") PRECAST 924* 1172 M45 2423 3055 3689 4325 501 501 924 1132 1141 2351 2518 3603 4Y30 5'-10" (10") PRECAST 896* 1138 1142 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3491 4106 6'-8" l80")PRECASTW��33 552 1513 2042 2513 3101 3642 830 1100 956 1468 1981 2509 3035 3563 -I'-6" (90") PRECASTfoel 1325 1610 2260 2153 3221 110 941 849 1302 1162 2225 2690 3151 9'-8" (llro") PRECAST433 808 1123 1413 1104 1995 516 614 521 1009 1369 1128 2088 2450 *r�DUGE VALUE BT 15% FOR GRADE 40 FIELD REBAR S RE5AR AT TOP �-�— MIN. (1) REQ'D r. ° 1-1/2" CLEAR T*r FE DESiGNATiON 4 �pk F = FILLED WITH GROUT / U = UNFILLED Q W CM.U. - QUANTITY OF 05 RE15AR AT 50TTOM OF LINTEL CAVITY � z ° . GROUT �p 05 REBAR At BOTTOM • • OF LINTEL CAVITY NOMINAL WIDTH L QUANTITY OF +� BOTTOM REINFORCINCz NOMINAL HEIa;I4 J REBAR AT TOP 1-5/0-ACTUAL PROVIDED IN LINTEL S" NOMINAL WIDTH (VARIES) G; NESAL NOTrzS SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads For unfilled 1. F'c precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. lintels must be reduced by 2051, if bearing length is less than 6-1/2". 2. Shore Filled lintels as required. Safe loads for all recessed lintels based on S" nominal bearing- 3. . 2. f'c prestressed lintels = 6000 psi. 9 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.PP. = 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 = IWO psi. vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Rebar provided in precast lintel per ASTM A615 GR60. 5 All lintels meet or exceed L/360 vertical deflection, except lintels i1'-4" and 5. Additional lateral load capacity can be obtained by the designer by providing Field rebar per ASTM A615 GR40 or GR60. longer with a nominal height of 8' meet or exceed L/180. addional reinforced masonry above the precast lintel. 6. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 6. One r rebar may be substituted for two *5 rebars in 8" lintels only. 210 low relaxation. 1. -1/32" 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 -T. 1/32 wire per ASTM A510. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. calculating the maximum resisting moment and shear at 6-away from the Face of support. 8. Mortar per ASTM C210 type M or S. 9. Safe load ratings based on rational design analysts per ACI 315 and ACI 530 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w Q U W ti 4 a W A E h stmDIV. & LOT: CREEKSIDE LOT #129 PRAJzCT* 04321.000 MODEL: 4EAB "1672-ARIA" GAPLAG IC 8W'tI*1G: RIGHT PAG IM SAFE LOAD FABLES 160 MPH EXP. C ARCHITECT-. STATE Cr- FLORIDA AUG 18 aA 08%08/17 11 SC :1/4"=1'-0 1 B . �L o�� FLAME: SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION F5G R302.9.1 THROUGH F5C R302-S-4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5G R302.10.5 COWONEW AM CLADDNC WIN) LOADS BANG WIND EVOS E FOR 3 SECOND GUSTS OPENNOS SQUARE ZONE 1W WH WND (WO REMARKS AID TYPE FOOTAGE MIN. WINDOW 10 5 33.4/-44.6 CRITERIA EXTERIOR SWING IS 5 322/-423 DR. MIN. CRITERIA 1 SiG.D. MIN. 41 5 30.4/-38.7 CRITERIA 160'i0 O.H.D. 112 5 28.2/-343 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 612.2 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COWROL DATE 071WO �::n �n (E)VANITY VANITY Imm rCONp- (2) 3052-SH (2) 3052-SP I EGRESS --------------- FI I LANAI Ns'-8" cLG. DINING OWNER'S 1 p I I SUITE j I I 8'-8' cLC:. 8'-8" CLG. 1 (2) 3052-5H d! 19'-2' 5'-I0" 3'-4" 3'-10" r' -h" al i N PROVIDE C D5L STUD — —V — -S IR-ISP END Or GREAT ROOM Ey III I b36 I ----1 CLG. I IL_ I W.I.C. I I Q W-W CLG. j u I I o eb36 z I o -1 / O — --J� II b24 C. IR-ISH b36 Y. KITCHEN 5� ul> 8'-8" cL�. u N 12'-0" " 4'-4" 3'-8" 3'-9" 2'-11 1/ 3'-10" 3'-ID" 3'- - -- 2X8 = I� BDRM.;# 3-5H LAV. �• = BATH NOTE I I .8 -8" GLCz. rc $ ? ° T 2 5"_4 CI • 8 'e6 =8 1 0 _ L- �a �rt I Ify G �. I — i LAY. o 36"x60" I I CLG-I p r SHWR. PAN v 3-SP v T%I I W/ ENCL. --IR-ISH — `� r H5 \ BATH r— 22°x54" G. • �I I I ATTIC I oil L AG91�SS J AV. QI II BOLLARD 11 AS REQ, IR-ISH I I PER 5LDG. ------ cn = -- G• CODE cn V. FOYER GARAGE e 3066 W/ 36'XI0' TRANS. BDRM #2 M CLG. ENTRY (2) 3052-SH 8'-8° CLG- EGRESSA — — I 1 10 — — — — — — — — — — — — — — — — — 13'-0" FLOOR PLAN 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 WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO 5E THER* IA-TRU F15ERCsLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE To RESIDENCE TO 5E EQUIPPED W/ SELF -CLOSING DEVICE (R302Z%I) F5CR 5TH ED. (2014). SQ.FT. CALC.'S LIVING 16-12 SQ. FT. GARAGE 432 50. FT. ENTRY 38 SQ. FT. LANAI 96 SQ. FT. TOTAL 2238 $0. FT. A/C YOLUME 14113.1 IEXTERIOR MASONRY' WALL 5RG. HEIGHTS PLATE II R DETAIL SCALE: 1/2"=I'-O" - w r 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.a bdesigngroup.00m AA #: 0003325 w w a U w R F q, U W A F 0 stmDrv. ac LOT: CREEKSIDE LOT #129 PROJECT# 04321.000 asoaEz: 4EAB "1672— ARIA" GARAGE 39V NG: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA a aAT 08/08/17 9C, E:1/4"=1'—O" I 8'-8' BRCx. HCst. 14B WA3 TYP. 0'-0' FIN. FLR 1'-01 0'-0" FIN. PLR_ 8'-8" BRCS. HGT., 0'-0" FIN. FLR TEXTURED FINISH OFF RIDGE VENT ELEVATION 1� 12 <—l6 OF,= RIDGE VENT SHINGLE Ec2. Ec�. ROOF - FOAM DRAIN - TILES 12 9 4" RAISED BAND 4' RAISED 1 - — BAND 7B Wn 4 - Q WA TYP. WA — - — TYP. _ 8'-8" BRCs. HGT. 8'-8' BRCS. HGT.� — _ — _S ® 8'-8" BRG. HGT. 11 v 7B O 16"X62' wA3 -O" DI=CORATIVE TYP. 1 14B SHUTTER WA3 11 �- TYP. 4' RAISED v WA = wA; LIPCs{T4 coacH BAND (TYP.) Q IL S O 0'-0' FIN. FLR 0'-0" FIN. FLR _ _ _ IN 0'-9), FIN. FLR. _1 1 OFF RIDGE VENT RIGHT ELEVATION ION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS f0ER FBC R103.8.1 OFF RIDGE? VENT OFF RIDG;= VENT LEFT ELEVATION TEXTURED FINISH FRONT T ELEVATION ATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103B.1 8'-8" BRCs. HGT. _oll -m" 0'-0" FIN. FLR AREA OF ATTIC = 2235 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUI RED VENTI LATION AREA = 2235/300 = 7.45 VENTILATION AREA XSQ. INCHES PER FT. (144) = 1072.8 SQ. IN. MIN. REQUIRED VENTILATION = .5X 1072.8 IN UPPER PORTION OF ATTIC = 536.4 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 536.4 /115 TOTAL#OF VENTS REQUIRED = 4.66435 TOTAL# OF VENTS PROVIDED = 5 *AREA OF ATTIC IS THE PERI MITER OFTHE HOUSE, LESS THE OVERHANG ( EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) Can =� 4�e8e8 n�ECO. PDETAILSCALE: 1/2' 1'- A R C H I T E C T S 4Design Grouprinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 H W y w W 0 hF W U W A F F: 9tmDIV. ao LOT: CREEKSIDE LOT #129 PiiOJECT# 04321.000 MODEL: 4EAB "1672-ARIA" GARAGE 9WMG: RIGHT PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DAW.. 08 /08 /17 SCALE: 1/4 Pp=lp— 0" SHEET 3 C �lf@ �`w DI=NOtE RAT RUN 10' O/C MAX. _ • • = DENOTE 2X6 STi gZeACK a 100t MAX BRACING LEGEND EXTERIOR GABLE TO 15E ® BRACED W/2X4 BLOCKINCs 9 4'-0" O.G. BETWEEN TOP CHORD t 2X4 SYP 02 X-BRACING. REFER TO DETAIL'B/D5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP 02 OR SPF BEVEL CUT TO TRUSS TOP CHORD W/10d x 3" NAILS a 6" O.C. STAGGERED NOTE. - REFER TO TRUSS MFR'S SIGNED E SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE t REQUIRED FASTENERS. GA5LE SNO BRACING SEE DTL. '4' SHEET 02 IX4 DIAL. BTM. C 4OFFD BRACING, TVP. FRAMING PLAN RANEY 06/02/14 A R C H IT E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W w ti a w a E i.: 2 ot7nn V. ae LOT: CREEKSIDE LOT #129 PltojlcCT* 04321.000 MODEu 4EAB "1672—ARIA" GARAGZ BTrMG: RIGHT PAG IC: FRAMING PLAN 160 MPH EXP. C ARCHrrECT: STATE OF FLORDA 8 /17 8CIAlM: 1/4"=1'-0" CONTROL PATE: 01-05-1 CONNECTOR RSjHEDJLE SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-I5 1625 (5) 10d x 1 1/2' I -PLY, (6) 16d 2-PLY, (USP: (10) 10d X 1 1/2" - NO 16d OPTION) (2) META-16 1sft C2J HTA 16-I8 2800 (10) 10d x 1 1/2" I -PLY, (USP: (10) 10d x 1 1/2') 25'15 (14) 16d 2-PLY (USP: NO 16d OPTION) HETA-16 1810 HTA 16 18i0 (9) 10d x 1 1/2' I -PLY, (0) 16d 2-PLY USP: (10) 10d x 1 1/2', NO 16d OPTION HETA-20 1810 HTA 20 1870 (S) 10d x 1 1/2' I -PLY, (0) 16d 2-PLY USP: (10) loci x 1 1/2", NO 16d OPTION � (2) HETA-20 2035 C2J HTA-20 3230 (10) 106 x 1 1/2' I -PLY USP: (10) 10d x 1 1/2' Zoo (12) 16d 2-PLY (USP: NO I6d OPTION) z LGT-2 2150 LUGT-2 1550 CiJ - I/4" x 2 I/4" TITEN, 2 (USP: BLK (5)1/4' WB, WOOD 116J loci Ln PETAL-20 2480 DHTA-20 2430 (18) - 10d x 1 1/2, 1 PLY MGT + 3S65 MUGT 4115 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 106 TO WOOD) µCST-2 + losm µUGT-2 SIC30 (2)3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (1(v) 10d TO WOOD (USP: WOOD (8) 10d) HGT-3 + 10530 HUGT-3 9860 (2)3/4' A.T.R. IN µIGH STRENGTH EPDXY (MIN. 12' EM5ED), (16) 10d TO WOOD (USP: WOOD (8) l0d) LGT3-SDS2.5 3285 LUGT-3 3525 (12) SDS 1/4'x3' TO GIRDER, (4) 3/6' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8" X 5" WEDGE BOLT, WOOD (12) W625) 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 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6)-SpS 1/4'X3" TO WOOD (2) VGT i185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32)-SDS 1/4"X3' / 2 PLY MTS-12 1000 MTW 12 ft (14) 106 x 1 1/2' (USP: (14) 10d x 1 1/2", (14) 10d) HTS-l6 1150 HTW 16 1260 Oro) 10d x 1 1/2' (USP: CI6) 106 x 1 1/2', (16) 10d) µTS-20 1450 µTW 20 1530 (24) 106 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) loci x 1 1/2', (20) 10d) LSTA-12 ++ 925 LSTA 12 wo (10) 10d USP: (10) loci LSTA-18 ++ 1235 LSTA 18 1235 (14) 10d USP: (14) 10d MSTA-IS ++ 1315 MSTA-18 1310 (14) 10d U51m: (14) 10d V) MSTA-24 ++ 1640 MSTA-24 1640 (18) loci USP: (15) lod CL M5TA-30 ++ 2050 MSTA-30 2065 (22) 10d USP: (22) 10d < MSTA-36 ++ 2050 M5TA-36 2065 (26) 10d USP: (26) 10d I— MSTI-36 3800 KSTI 236 3890 (36) 10d x 1 1/2' USP= (36) 10d x 1 1/2" (A MSTI-48 5065 KTSI 246 5140 (48) loci x 1 1/2' USP: (48) 10d x 1 I/2" 146 B50 LFTA 6 1210 (8) 8d TO PLATES, (8) Sd TO STUDS (USP: (16) Sd x 1 1/2', (16) Sd) 5104 885 SPT 4 945 (6) lod x 1 1/2' TO STUDS USP: (6) 10d x 11/2' TO STUDS A34 3135 MP 34 380 (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2" TO POST. USP: (4) 8d x 1 1/2" TO BEAM, (4) Sd x 1 1/2' TO POST. µCP2 645 µµGP 2 Boo (12) 10d x 1 1/2' USP: (I0) 10d x 1 1/2" TO TRUSS, (10) 10d X 1 1/2" TO PLATE µ10A 1140 RT 16A 1380 (18) lod x 1 I/2" USP: (S) 106 x 1 1/2" TO TRUSS, (8) 10d X 1 1/2' TO PLATE VCsT 4 HDU4 4540 PHD 4A 5215 (16)-SIDS 1/4"x3' TO WOOD, (10)-SDS I/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 µD"IB 4940 TDX 10 10140 (I(p)-SDS I/4"x3' TO WOOD, (W-3/4" STUD 501-TB W/ THREADED ROD, (2) NUT5/WASHER/2PLY USP: -1/0' ATR MIN. 'I' EMBED SET IN HIGH STRENGTH EPDXY, (4) 7/8" THRU-BOLTS ABU 44Z 2200 6665 PAU 44 2535 6'115 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC, (I2) Ibd TO WOOD USP: SAME AS SIMPSON ABU 66Z 2300 12000 PAU 66 2380 16005 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. i' EMBED.) IN GONG., (12)Ibd TO WOOD USP: SAME AS SIMPSON N LTTIS +++ 1340 LTS IS 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. i' EMBED.) IN CONC., (8)10d TO WOOD USP: SAME AS SIMPSON ry O LTT205 +++ 1500 LTS 205 Ilo5 (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN.'1' EMBED.) IN GONG., (10)10d TO WOOD USP: 3/4' ATR MIN 7" EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 I/2" 2-I/2" _ HTT4 4455 HTT45 4160 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. T' EMBED,) IN CONC, (18) SD*lo X 1 1/2" (USP: (20) 16d X 2-1/2'J USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-1/2', (20) Ibd x 2 1/2' Z Q HTT5 5090 HTT45 5005 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. "I' EMBED) IN GONG., (26) Ibd X 2 1/2' CUSP: (20) Ibd X 2-1/2") USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/2', (20) 166 x 2 1/2' HHDQII-SDS 2.5+ 11010 UPHD II 143% (U I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG., (24) SDS Y4' x A' WOOD SCREWS (USP: (24) W63 WOOD SCREWS) 14015 6645 TDX 10 10140 (01/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 'I' EMBED.) IN GONG, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 7/8' BOLTS) cn MBHA 3.56/1125 3415 5330 NFM3SX12U 25W 1130 SIMPSON: (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN C.M.U. TOP, (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75' EMBEDMENT) IN C. I.U. FACE, (18n0d TO BEAM USP: (1) 1/2" J-DOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4" FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REOHEAD OYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. C 4 106 AT JOIST cn W � HUSC412 (WOOD) 3635 2660 (FLR) HUS4121F 3060 2710 (FLR) (10) 16d TO HEADER, (10) 16d TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 3325 (ROOF) L( HUG410 (CMU) 1800 4920 HD410 IF 1305 5000 (15) 1/4' x 2-3/4" TITEN (15 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (I8) I/4' x 3" W83 SCREWS, (10) 10d TO WOOD. USP (20) 3/16 TAPPER+, (10) 10d TO WOOD = HUC210-2 (CMU) Iwo 5085 HpZ10-21F 1305 5000 (18) 114" x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 106 TO WOOD: CUSP: (10) 1/4' x 3" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/I6' TAPPER+, (10) 10d TO WOOD µUG210-3 (CMU) ISIDID 5085 HD210-3IF 1305 5ID00 (18) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (I8) 1/4' x 3" W53 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) 10d TO WOOD LGUM26-2-SD5 1430 5595 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 SOWS TO WOOD, USP (4) wa" X 4' WEDGE BOLT+t W63 WOODSCREWS HIGH STRENGTH EPDXY = SIMPSON "SET EPDXY -TIE'. 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 GREATER THAN 7" DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. cn +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5CNDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE i' Ld I-- O A.T.R = A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 1s USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 SION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ECONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2017' , "HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGl6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY AS-2012 4 USP STRUCTURAL CONNECTORS 20115-Z016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-4" 5'-4" TO 1'-011 1'-0" TO 10"-0' 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x ro x 8 x 10 x 12 UP TO 5'-0" 5'-0' TO 6'-4" 6'-4' TO 8'-0' 8'-0' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD REC UIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8'-0' UN.O. -11-AND UP II I/2 NUMBER OF HEADER STUDS SUPPORTING END OF HEADER I 2 3 NUMBER OP FULL LENGTH STUDS 1 2 AT EACH END OF HEADER 3 2 x 12 (w2 SYP) 1/16" OSB NAIL (3) 12d a 6'-8" O.C. TYP. 2x12 BM./HDR. I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: * TRUSS TO MASONRY/CONCRETE SHALL BE META-16 * FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-I& AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN �o. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-12d HAND DRIVES a EA. END. CUT PITCH 4 BEVEL 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 5F. COMPARTMENT PER 5TH ED. 2014 FBG RESIDENTIAL-SECTfON R302.12. 9.REFER TO DETAIL S SHEET D4 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. ARC H I T E C T S 6 Design you2.Gr 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 04 W W v W `. 0 E U W q ti s tmiDry ale r,OT: CREEKSIDE LOT #129 PROJECT# 04321.000 MODELe 4EAB "1672—ARIA" GARAGE BV MG: RIGHT PAGE: CONNECTOR SCHEDULE t60 MPH EXP. C ARCH11TECT: STATE OF FLORIDA Al is M 81 .` ;, DA N. 08/08/17 SC 1/4"=1'-0" 4.2 ELECTRICAL LEGrEND SYMBOL DEFINITION NOTES 12B,V OUTLET 20 AMP BMGLE POLE 110v OUTLET IIOV OUTLET 1/2 OF CUTLET WIRED TO SWITCH GFI 110V OUTLET EWUIPED W)cxRND FAUL INTERIUPTER (TAMPER RESISTANT TYPE) Elo 220V OUTLET (4) WIRE CONNECTION dROUND CAI CUTLET IN IN PMRT SWITCH SWITCH 3-WAY OPER. $4 SWITCH 4-WAY OPER WALL MOUNTED 1-10HT CEILING LICiPT \11 VP VAPOR PROOF LIGHT CO) RECESSED CAN �- WALL SCONNCE PRE -WILD VENT. FAN I GPM PER Sa FT. VENT. FAN W/LIGHt I Orm PER Sa FT. l FIXTIUE (BPEC'S TBD BY u FLUOY TENT WRAP AROUND AROUND �( 2'FLUOFESGENT FLUOIiEBCENT 4' TRACK LIGHT --n—�—rr-I ©1S PANEL similim METER (��7 \/ S.D. BATT. BACK-UP W/ HARDWIRE 5M pETE�� SD. WALL MOUNTED SMOKE DETECTOR 5Al't BACK-UP W! H.4RDUM j 6/GO EMOKE DTECTOR INYER-caNEcrED C42.W SHALL W A 018TA OF NOT LESS THEN I I\ NATURAL_ GAS fV CUTLET ► TELEPHONE JACK WATER HEATER TO BE ELEVATED DISCONNECT MI A/ AIR CONDITIONING DISCC•LNECT I TV. I TELEVISION JACK O I J-BOk (ACCORDANCE W/ BOX MARKED AS SUCH FOR CEILING FAN/LIGHt E>r�!I_-,.a FLOOD LIGHT OPT. SECURITY KEYPAD �--� PU5. PUSH-BUTTON FOR CHIMES U&S PORT y0 LOCATION OF TV JACKS 4 PHONE OUTLETS 1 FANS TO 5E VERIFIED a POMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HA51TA5LE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. CsFI a ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL 5ATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 F5CR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL 5E NON METALLIC CAALE PER ELECTRICAL PROVISIONS OF F5CR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH ED (2014). ALL LAMPS SHALL 5E SELECTED 5Y 5UILDER AND -1596 OF LIGHTING MUST 5E ENERGY EFFICIENT TYPE PER F.B.G. ENERGY CONSERVATION (RESIDENTIAL ENEF;nY EFFICIENCY) 2014. 5th EDITION R404.1 I CEILING 23 I MTD. LIGHT To 5E INSTALLED, PROVIDE 30 \ J-BOX FOR 29 OPT. FAN 13 CsFI /� / DINING ROOM 29 19 PRE -WIRED PROVIDE 30 CLG FAN DBL STUD C EA, END \� III —or- - 30 KNEEWALL GREAT ROOM \ SWITCH IN 1 CABINET I I KITCHEN 29 CsFI I9 HOOD WIRE W/ OUTLET FOR 26 FUTURE MICRO. BDRM.#3 26� � PRE -WIRED � "�! A/ CLG FAN �3 29 / 0 \\II / SD. / f 30 I II M i 26 BDRM. 2 / P.B. FOR 21 yk CHIMES PRE -WWI -CORED 21€ CLCs FAN 10. FOR I GARAGE I DOOR 29 3 IFOYER I 29 / li 1� \ 29 l 11 Wp cw COND. A�ir� I 24— OWNER'S SUITE PRE -WIRED CLG FAN -3:�24 / i 24 !4 / •'C1 — — — / W.I.C. 24 / / "�24 / 22 CsFI is 4211 13 \ \ — ZJ \\ WALL MOUNTED LIGHT W/SWITCH IN ATTIC �13 KEYLESS FIXTURE � CsFI CLGs. 13 OUTLET —L — OHO UN -I 6,8 0WH /5OLLARD AS REQ. PER 5LDGs. CODE IRRIGATION OUTLET a J I 48" AFC. I 28 j 13 GARAGE GFl 4 � I I\ENTROTT10 -- — \OT — — / 3 OPT. \ / / COACH LIGHT METER FIELD VERIFY ELECTRICAL PCLAN PROVIDE SO—D "QO" PANEL LOAD CENTER OR EQUAL SERVICE 120/240V, IPH, 3w MINIMUM BREAKER AIC 10K BUS RATING:200 AMP SURFACE LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MOUNTING CKTS LOAD DESCRIPTION BKR HARE SZE CKTJ NO. WIRE SIZE BKR TRIP I TRIP AIR HANDLING UNIT 60 6 1 2 8 35 CONDENSER AIR HANDLING UNIT 60 6 3 4 8 M CONDENSER RANGE 50 6 5 6 10 25 WATER HEATER RANGE 50 6 7 8 10 25 WATER HEATER CLOTHES DRYER 30 10 9 10 12 20 CLOTHES WASHER CLOTHES DRYER 30 10 11 12 12 20 LAUNDRY RECEPTACLE GARAGE LIGHTS AND RECEPTACLES 20 GFCI 12 1314 12 20 DISH WASHER DISPOSAL 20 12 15 16 12 20 REFRIGERATOR SMOKE / CARBON MONOX. DETECTORS 20 AFCI 12 17 18 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES 20 GFCI 12 19 20 12 20 GFCI KITCHEN APPLIANCE RECEPTACLES BREAKFAST ROOM 20 AFCI 12 21 22 12 20 TOILET ROOM RECEPTACLE(S) DINING ROOM RECEPTACLE(S) 20 AFCI 12 23 24 12 15 AFCI MASTR SUITE LIGHTS AND RECEPTACLES TOILET ROOM RECEPTACLE(S) 20 AFCI 12 25 26 14 15 AFCI BDRM. /3 UGHTS AND RECEPTACLES BDRM. #2 UGHTS AND RECEPTACLES 15 AFCI 14 27.28. 14 15 IRRIGATION CONTROLS GENERAL LIGHTS AND RECEPTACLES 15 AFCI 14 29 301 14 15 AFCI GENERAL LIGHTS AND RECEPTACLES SPARE 31 32 SPARE SPARE 33 34 SPARE SPARE 35 36 SPARE SPARE 3738 SPARE SPARE 39 40 SPARE NOTE$: A. CONFIRM BREAKER AND WIRE SIZES WITH EQUIPMENT PROVIDED, B. WRE SHALL BE TYPE "NM" CABLE EXPECT FOR THE AIR HANDLER UNIT WHICH WILL BE TYPE U STYLE SE ROMEX CABLE WHICH IS RATED IN THE 75' COLUMN. C. EACH MULTTWIRE BRANCH CIRCUIT SHALL BE PRONOED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. D. PHONE & DATA WIRE TO BE CAT 5 E. CABLE N WIRE TO BE RG 6 F. MAIN BREAKER TO HOUSE TO BE 22 K AIC. G. MAIN TO ALWAYS BE LOCATED NEXT TO METER. 1r:)D Al"Mi= ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (204d LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/T'HWN UNLESS NOTED OTHERWISE, POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY — ELECTRICAL SERVICE. PROVIDE 3 "I COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPAWr PRIOR TO 51D. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC C42DE'D2) HOUSE PLAN: MODEL "ARIA" LOAD INFORMATION VA 1872 SQ FT GENERAL LIGHTING X S VA PER SQ FT 6018 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT 15M 1 RANGE AT NAME PLATE RATING OR COOXTOP/OVEN 12000 45M 1 WATER HEATER 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 1 MICROWAVE 1500 1 REFRIGERATOR 1200 1 IRRIGATION PUMP 2040 BVBTOTAL OF GENERAL LOAD 38068 FIRST 10 XVA OF GENERAL LOAD AT IOO'X 10000 REMAINDER OF GENERAL LOAD AT 40'X 28056 VA x .4 11222 TOTAL NET GENERAL LOAD 21222 3.5 TON HEAT PUMP (W/ 5XW EMERGENCY HEAT STRIP) 21 AMP x 240 VA— S.5 TON COOLING SYSTEM 40 AMP x 240 VA + 9600 NET GENERAL LOAD 21222 9800 30822 NET TOTAL HVAC TOTAL LOAD CALCULATED LOAD FOR SERVICE 3OS22 VA/240 V— 128 AMP 150 AMP SERVICE *WORST CASE SCENARIO - HIGHEST HVAC LOAD USED FOR CALCULATIONS.• NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA a 100%, REMAINDER a 3B q% NET LOAD: 6,949 VA RANGE: 12,000 a 70% 8,400 VA DRYER: 5,000 a -Tod 3500 VA TOTAL 18049 VA NEUTRAL AMPACITY: 18,489 / 240 = i8 A 02 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3*210 CU, THU1N + 1% CU IN 2' CONDUIT OR 3 414/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE A50VE SOFFIT a OVERHANG.) COM51NATIIDN SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MI-0 PANEL 15OA/2P MC5 TELEPHONE SERvIGE ENTRANCE r==IPMEINT INTERSYSTEM 5OND ING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION S=RVICE ENTRANCE EG7UIf=MEINT - 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C H I T E C T S Design YOU P Inc. 144:1 N. KUNALU KtAUAN DLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngrou p.com AA #: 0003325 IPq,c W O h A F otmDIV. dC LOT: CREEKSIDE LOT #129 PROJECT# 04321.000 MODEL: 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA AUG 1 g 5 7 "A + 1 to aj- ARIA EQUIPMENT SCHEDULE 2.5 TONS MFG CARRIER Cu 25HBC530A AHU FV4CNlBr-J005 HEAT 5Kw SEER Ifo SEER TOTAL CAP 29000 ELECTRIC 208/230/114P 5RKR CU 30 AHU 35 REF LINES 3/4' E 3/8" VA. C LAYOUT PLAN h W y W G W 4 O hE W U y W A F F ti BUBDM ae LOT: CREEKSIDE LOT #129 PROJECT# 04321.000 MoDEra 4EAB "1672—ARIA" GARAGE B'Wr NG: RIGHT PAGE: H VAC PLAN 160 MPH EXP. C DATE / 08/08/1'7 t+iHEET tD x :dry ?4k (I)5 IEBAR VERTICALLY UI/ C04C. POUR CELL STUDS 16' OTt MAX SEE ENERGY CODE FORMS FOR INSULATION R-VALUES SECURE BOTTOM TO S z SIMPSON OF 7' TEXTURED FINISI-I E,� T1-VI 2 PSI • 28 DAYS a S' GMU SE 15 . A T AO UV i' 6)=CURE St- tE T SL rCURE TO W, Wd ANCFIOR T 1' INKORCED W/ n I/)' GYP. Ul. BD. T WASP-IER'I' EM9E MITL 32, OC AX. M O MAX I' N061N ©° i b - WI.4N11,4 W.WM. IN CC MAX. 0�_®: p�,y p� WOOD RAGE T _ w S 0 iJ' q2r mOTOP - 4' CO�C. REINFORCED w/ 6'X6' = 9 = _ w`I 4WL4XWAUU7=ORFIBERMIE6HON4' CONC. REINFORCED W/ b'X6' WAXWIA ONC. REU`1FORCED UI/ 6'Xi' wIAXW1A 4'CONCIEMOIR�D W/b'X6'WIAJKWIAb-MIL. VAPOR RETARDER ON UUP OR FIBER eSI-1 ON 6-MIL. VAPOR OR NISERMESH ON 6-MIL. VAPORUIUF OR FI9ER'IESI-V ON 6-MIL. VAPOR a % O LDELL-GOI'1PACTED CLEMI FILL. z RETARDER GN IIIELL-COMPACTED CLEAN - ARDER ON WELL -COMPACTED CLEAN //L RETARDER ON WELL -COMPACTED CLIEw'ERMITE TREATMENT TO DE E > 4I 4 SORA-GAFOE APPLIED AT FRAMING. -I'-¢�' 4' 4( , FILL.TERMITE TREATMENTTO MI^PILL TERMITE TREATMENT TO CE . TER'UTE TIEATMENTTO W EBORA-CARE APPLIED AT FRAMING. U RA -CARE APPLIED AT FRM1INC•. ;� P�' 4'BORA-CARE AR°PLIEP AT iiR/UMUJ('•i z K (2) 5 REBAR ON CHAIR° 5 ERSAR Oi'I CHAIRS (2) 5 REBAR ON CHAIRS am p° _e�� 12' MIN. OW GRADE o u I_W r - (2) 5 IREBAR ON CHAIN • • IN FOREQROIJND 1-STORY FOOTING 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING L -- W/ BLOCK WALL � AT L.B.W. (W/ UPLIFT) AT L. B. W. �1 AT L.B.W. (W/ NO -UPLIFT) 3 STAIR DETAIL_ NOT USED 1 SCALE, 112'=1'-C' (.. SCALE: V2'=I'-0' �• SCALE: 1/2'.P-0' (.. 1J SCALE: I/2'=1'-0' SCALE: I'=I'-®' C �M ° * 4' CONC, RENF- W/ 6'x6' WAXIIAO U,UM ON . 6-MIL POLY ETHYLENE VAPOR RETARDER �4' CGNC, REINF. W/ i'xi' WL4XW40 UIU)'1 4" TREATMENT ATMENUIELL-CSHALL ED CLEAN FILL TERMITE ON 6-MIL POLY ETHYLENE VAPOR STUDS 16' OC. MAX STUDS 16' OG MAX O ® TREATMENT SHALL BE 90RA-CARE RETARDER ON DELL -COMPACTED CLEAN !V 5 REBAR ON CHAIRS 4' 4" FILL TERMITE TREATMENT SHALL BE 6ECUlE BOTTOM Pl-AYE TO STUD W/ SECURE 50. 10"1 PLATE TO STUD ' �'A SECURE P.T. DT. PLATE TO S W/ BORA-CARE 61MPSON SP4 •32' O.G. MAX �(\/�� SIMPSON SP4 •92' O.C. MAX VARIES WITH SL MASONRY NAIL • 32' O 4 THICKEN EDGE GARAGE STEP-UP HEIGHT OF GARAGE SECu� BT. PLATE TO °LAB xs' Y WEM44T OF GARAGE SECWE BT. PLATE TO SCALE: I/)'-I'-C' VARIES WITH SLOPE ANCHOR BOLT W/ 2' VARIES WITH SLOPE ANCHOR OCLT UV 2' R T SECURE B . In O led rJ NON- BEARING N MIN.. 32' OG MAX MIN . 32' OC MAX M IL MAX gOLPDXY NOT IEOUI E BOiTB EPDXYNOT ION a w . w w > °°: } 4 �' .q 4' . w/ 6'xb' WIAXWAO WUM LZ-& VAPOR z y w I'-(D' _ ° RETA ON I R ON IIELLYCCMPACTED CLEAN Z L Q "� . ° °� a FILL TERMITE TREATMENT SHALL BE ro E I W/ b'Xb' UAAXWL4 9 . - • ,, "• _ .. • - a..'.. BORA-CARE IRE SN GN i-MIL VAPOR w 4' OONC REINFORCED W/ 6'X6' UNAXUIL4 4' coNG REINFORCED UV b'X6' WIAMUTA 4' GONG. WI FORCED W/ 6'X6' WAXWA as ° ° a 'a AV o UWF OR FIBER"ESH ON 6-MIL. VAPOR UAIF OR FIBER"IESFV ON b-MIL. VAPOR U WIF OR FIBERMESH ON b-MIL VAPOR ROT UELL-COMPACTED, CLEAN W 4' COdG, E ARfi� m q, .a" +�� PARA-CARE APPLIED AT FRAMING. - O a° ° n^ s' 4 BORA-CARE APPLIED At FRAMNd 4" I'-/O" 4" BORA-CAIIT APPLIED AT FRAMING. FILL. ITS TREATMENT TO Me 4 6-MIL POR RETARDER w RETARDER ON DELL-COMPACTEP CLEAN z W RETARDER ON HELL -COMPACTED CLEM z E RETARDER ON UELL-COMPACTED CLEAN z IY (2) 5 REBAR ON CHAIRS CARE APPLIED At FRAN'ffUJG UFL AN FILL TERMITE FILL. TERMITE TREATMENT TO MI L FILL. TERMITE TREATMENT TO MI FILL TERMITE TREATMENT A TO BE !2) 5 REBAR ON CHAIRS z R !2/ 5 MBAR ON CHAIRS !3) 5 REBAR ON CHAIRS !2) 5 REBAR ON CHAIRS 8 ff 31 zw 'OVER4 ° GARAGE STEP-UP 1-STORY FOOTING AGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP 2-STORY L.B.W. AT FRONT PORCHES N-BEARING L. B. W. W/ UPLIFT lv/2-STORY L.B.W. W/ UPLIFT L. B. W. W/NO UPLIFT W/NO UPLIFT L�A EXTENDED STEP �� `I�`MIN.3, ��/ SCALE: I/2".I'-®' vL scALE: 1/2'=r-m' @T�UENDED FOOTING 'bTETMIW,I_L TO'W MIN. 3, COURSES SCALE: I/2'xl'-0' E, I '•I' - GRADE RECESS FOR —SECURE P.T. BT° PLATE TO I�0' GARNiE DOOR I/)'XS' ANCHOR BOLT w, 2{�@BI(jT' FYMBED. MIN, • 32' \ !V 5 REBAR VERTICALLY w/ CONC. (V 5 REISAR VERTICALLY - 'x6' WAXWUO UUM Y POURED CELL W/ CONC. POURED CELL -MIL ETHYLENE VAPOR SECURE P.T. BT. PLATE TO SLAB W/ 61 GMU RE UELL-CGMPACISD 1/U'XS' ANCHOR BOLT W/ 2' S' OMIT EMBED. MINL • 32' 0C MAX z > FLE A CAINM TREATMENT SHALL 6-MIL POLY 4' CONC, FEPF. UV eNE VAPOR RE AR ON m z L 4 NOTE: OPTIONAL OF U 4' 8' 8" 4" I-m^ ° WALL-COMPACTEDCLAN FPOR ILLCARDER ON w ITe E U. NOTE, OPTIONAL USE OF CONCRETE i - a 'I , CONCRETE CURB • GARAGE �, WALLS T TS BY 2'- " d" 5 REBAR O1 CHAIRS TREATMENT SHALL BE BORA-CARE .° UV 6 x6' WAXWIAO WARM WALLS TO BE DETERMINED BY BULL N 6-MI POLY ETHYLENE VAPOR 'b ER ON UELL-COMPACTED CLEAN S BUILDER B7 DIVISION. sTo'�COP �� 9 C CRETE PAD ru 5 REBAR ON cl-La1R6 Q ` UV 'xb' UILQUI.40 �RII)M <. FICA � rIREAttMEMT SFH4.L BE STOP � GARAGE DOOR FOOTING GH RIES > 6;. CURB HEIGHT VARES -MIL L I -CONE VAPOR i' w w w - .. .. a SCALE ON UF1L-COMPACTED GLEAM 1 J a Z . ° FILL TREATMENT SHALL BE z i/ (3) 5 REBAR ON CHAIRS 4 z ' I{ > z E ° . b' BORA-CAR L > > z L 8' vARIE9 E U ro e 4' COVC. REINFORCED W/ 6'X6' WAXWIA 6' 1' RECESS FOR a ° " ., a = W O ° ' ° USF OR FIBERMESH ON 6-MIL- VAPOR 3' 3' z W (2) 5 1 ON CHAIRS 2'-0° a 0 4' CONG REINFORCED W, b'X6' WL4XWA = ° RETARDER ON UELL-COMPACTED CLEAN SOD. TRACK w - = WIF OR rMM-MESH ON 6-MIL VAPOR • : FILL. TERMITE TREATMENT TO BE m F�6H R-OOR £ O • *,�.. RETARDER ON UELL-COMPACTED CLEAN 4 BORA-CAR£ APPLIED AT FRAMING, > _° _ m 4' a. " FILL. TERMITE TREATMENT TO BE V GARAGE STEP-UP BORA-CARE APPLIED AT FRAMING° z ° 2—STORY L.B.W, z o E ° D" 4' ro 0 4�� e O" a $ /2) 5 fEBAR ON CHAIRS _ (315 WEAR ON CHAIRS GARAGE STEP-UP ffEX�TENDED FOOTING1-STORY L.B.W. ALE: 1�'=1' m' as �,y��y�� W UPLIFT 1-STORY FOOTING 2-STORY FOOTING w SLAB AT S.G.D. m=> EMEINDED SLABIIR' aqua HE 6 AT GARAGE 8A AT GARAGE 10 SHOWER RECESS FOOTER @E�S LADED FOOTING ��,n, z�u€r .ram scALe: in' -m' SCALE,,.=,._e' 2 CALE: 1/2' = �' -m' SCALE: (V 5 REBAR VERTICALLY W/ CCNC. L " POURED CSLL - CONC, WINK UV 65W WIAMNAC ULM SEE ENER3Y LADE FORMS FOR = ,a ° ON 6-MIL POLY ETHYLENE VAPOR INSULATION R-VALUES RETARDER ON WELL-CC11PAGTED CLEAN FILL TERMITE TREATMENT SHALL ISE TEXTURE FINI6H �A_GAE S' c3Y z (2) 5 REBAR ON CHAIRS z ux GYP. WL W. AB AT GARAGE -GROUTED BOND BEAM n Q M1 WOOD BASE U VARIES PER ELEv. ��, SERVICE DOOR TOIL L' — Y z TIE VERT r REBAR =I -O ° 0'-0' FIN. FLR IEBAFR W/ 10' HOOK E t0 HORIYANTAL e a GROUTED BOND BEAM C e ' REBA¢ W/ b' HOOK. z w TOP ".la 9 REINFORCED W/ 6'N6' 14 NOT USED CAULK ,, a o -:- VARIES PER ELEV - VARIE6 PER ELEV. L z IA>w�UTA UAIF OR F19ERMESH ON � z io 6-MIL VAPOR RETARCeR ON x— L ° ° A GROUTED BONA BEAM I'M I -COMPACTED CLEAN FILL. POUR D L NOT USED c TREATMENT TO BE _ BOIRA-CARE APPLIED AT �; & cm ED L R;, LINE pp PRATING. `� U (3) 5 REBAR ON CHAIRS 2X WALL FR CT111 b' PVC CHASE THRi FOOTING .a 04 Q U 4 a S (4))S'X1' ANCHOR BOLTS a (4)19XV /�1/)' DRYWALL p-01 J-BOLTS MIN. 5' EMBEDMENT W/ 2'X2'XI/S' 2- TORY ° WASHER AND NUT SPACED EVENLY FROM (2) N1 REBAR ON CHAIRS ✓' U,� BASE 2-STORY °° a LOOR TO BOND BEAT. SET IN JOINTS (3)06 REBAR ON CHAIRS ° 2-STORY FOOTING a./INT. S D OUOFtRL�EPT� �A "W BLOCK WALL FRAME WALL TO 13 cdLl=, In°.r-,a 15 BLOCK WALL CONNECTION ° /OACELL T1�ALLYW/GavG BGALE: U2'.I'-O' . n. SEE ENERGY CODE FORMS FOR a�'" INSULATION R-VALUES ' 4 _< ®� CMU a ° POR TCLzANOUT I4EoN a POR INSPECTION REQUIRED 16 GAS LINE THRU BLOCK 112'G�-�°OP. z WOOD BASE F e�° i r�J NOT USED ry Q w 4' C4KC, FEINF. w/ 6'xb' WAbuAO WUT - z ( O ON 6-MIL POLY ETHYLENE VAPOR E RETARDER ON HELL -COMPACTED GLJ=AN 0'-0' FIN. FLR D'-0' FIN. FLR EI `U FILL TERMITE TREATMENT SHALL BE O BORA-CAIE ° -.°a q TIE VERTICAL IEBAR z e e a q TIE VERTICAL REBAR lU 5 REBAIR SET IN SIMPSON HOP <� I ° TO HORIYONtAL ° - TO HORIZONTAL STRENGTH EPDXY 6' EMBED. MIN. , I . (2) 5 R MAR • I -STORY - ° ° WEAR W/ 10' HOOK REBAR W/ 10' HOOK (3) 5 REBAR • 2-STORY' O1t61DE REBAR To BE m � 6' PVC CHASE T}dRl FOOtIN4 4' GONG. REINF. W/ 6'x6' WIA)GIIAe :. !V 5 VEIR'T. DOWEL UUr OV 6-MIL POLY ETHYLENE ° .° a LAPPED UY BOND BEAMcy VAPOR RETARDER ON (U 5 REBAR AT CORNER" L �i I -STORY • e°• UELL-COMPACTED CLEAN FILL a" .'... ^'. W, 26' LAP MIN. m g 4" 5" 4• (2) 5 WEAR ON CHAIRS HORIZONTAL/VERTICAL TERMITE TREATMENT SHALL BE I'-W 2-STORY JV BORA-CARE z'_r MIN. LAP (3) to RER3AR ON CHAIRS HORIZONTAL/VERTICAL REINFORCING AT TIP. RETROFIT FOR PIPE THROUGH REINFORCING _BEARING CHANGE OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP 1-STORY FOOTING '-' GAL ' 1 °f-o` SCALE: 1lY=1' -01 B6�ALE,I�'.1'-e' W BLOCK= WALL �--� C AT LINTEL CORNERS D ALL EX`T`7E1;,'I0R F0007EIEZS Arr FINISI-I SL:AB'S 70 B]E MIN. 12" B=.0W TJ]%T]DISTURB]EID SOIL CONTROL DATE: 07/01/15 A R C H I 1 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W W W 0 0. U W A h 4 h Stnmrv. de RAT: CREEKSIDE LOT #129 PROJECT# 04321.000 MODEIe 4EAB "1672-ARIA" GARAGE RIGHT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH I C ARCHITECT: STATE OF FLORIDA AUG 18 08/08/17 SCALE: 1/4"=1`-0" 1 SHEET 2x4 BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES OVER '�—WHERE "X" BRACING; IS PRESENT I"30 FELT PAPER INSTALLED PER FBCR R9052.'i ON a" O.S.B. FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR }" CDX PRE-ENG GABLE TRUSS OVER 030 FELT PAPER AT FIRST FIVE BAYS 4'-0" O.C.PLYWOOD SECURED PER 1 F-15ERGLASS SHINGLES INSTALLED PER FBCR (AT SHEATHING SEAMS) FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ OVER 030 FELT PAPER R90521 ON T" 0.5.B. T T F . (2) 12d'6 a EACH TRUSS INSTALLED PER FBCR o.H. TO BE INSTALLED e MID. POINT R9052.T ON" O.S.B. SHEATHING OR } CDX OF TRUSS SPAN, OR 10'-0" O.C. PLYWOOD SECURED PER MTL. DRIP EDGE PLYWOOD SECURED FASTENER SCHEDULE STIFFBACK At ALL UPRIGHTS MAX. SHEATHING OR GDX PER FASTENER OVER 4'-10" HIGH (SEE SEALED 2x4 OR 2xb FASCIA PER ELEVATIONS SEE ENERGY CODE FORMS FOR SCHEDULE ENG. FOR SIZE AND CONDITION) INSULATION R-VALUES VENTED ALUM. SOFFIT �" GYPSUM BOARD OR }" HIGHMTL. DRIP EDGE TYP. PRE-ENG WD. TRUSS 24" O.G. STIFFBACK At ALL STRENGTH GLG. BOARD SEE ENERGY CODE FORMS FOR o� MAX. UPRIGHTS OVER 4'-10" PRE-ENG TRUSS INSULATION R-VALUES 2x4 OR 2xb FASCIA PER J 9 HIGH ISEE SEALED ENG. ELEVATIONS FOR SIZE < CONDITION) MTL. DRIP EDGE S" GYPSUM BOARD OR }" 1-41Gs14 VENTED ALUM. SOFFIT (2) 12 2x4 EACH RUN SECURED W/ O.S.B. SHEATHING OR 1' CDX 2x4 NAILER StRENGt1-4 GLG. BOARD (2J 12d'B ®EACH TRUSS 2x4 OR 2xb FASCIA PER PRE-EN3. GABLE TRUSS Is PLYWOOD. ATTACHED PER 2x4 + 24' O.C. a INTERIOR KNEE FASTENER 5GNEDULI= ON SHEET P2 WALL ELEVATIONS GONG. FILLED LINTEL BLK W/ (1) WEEP SCREED SEE ENERGY CODE FORMS FOR OR 1/16" ZIP SHEATHING SYSTEM *5 REBAR CONTINUOUS (SEE DETAIL 5/D3) INSULATION R-VALUES (INSTALLED PER MANUF. SPECS.) CONC. FILLED LINTEL BLK W/ (1) VENTED ALUM. SOFFIT "5 REBAR CONTINUOUS PRECAST LINTEL 2X6 P.T. SECURED TO 5/8" GYPSUM BOARD OR I/2" EMBED. STRAP VERIFY TYF. MASONRY w/ 1/2xxS" A.B- HIGH STRENGTH CLG. BOARD l/8' THICK, 3 COAT PORTLAND W/ TRUSS PLAN o.H. SEE ENERGY CODE FORMS FOR w/ 2 DIA. WASHERS,'i IX2 FIRE -STOP CEMENT PLASTER OVER PRECAST LINTEL INSULATION R-VALUES MIN. EMBEDMENT WITHIN EXPANDED GALV'P METAL LATH WINDOW ATTACHMENT AS PER INDOW ATTACHMENT A5 PER 8' OF EA. END, 32" O.C. SEE ENERGY CODE FORMS FOR ON FORTIFIBER JUM50TEX GRADE THICK, 3 GOAT MANUFACTURESAC SPECIFICATIONS MAX IN FIELD. INSULATION R-VALUES 'D" PAPER OVER TYVEK ANUFACTURES SPECIFICATIONS PORTLAND CEMENT BUILDING WRAP (REFER TO PLASTER APPLIED GONG. FILLED LINTEL WINDOW ATTACHMENT AS PER STUCCO SPECS FOR COMPLETE INFORMATION) DIRECTLY t0 MASONRY PRECAST SILL BLK W/ (1) "5 REBAR MANUFACTURES SPECIFICATIONS OR 'I/Ib" ZIP SHEATHING SYSTEM PRECAST SILL CONTINUOUS (INSTALLED PER MANUF. SPECS.) (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL PRECAST LINTEL PRE -CAST GONG. SILL WEEP SCREED CONC. POURED CELL W/ (SEE DETAIL 5/C73) Ix2 P.T. FURRING SCRIPS a 24" O.C. -- Ix2 P.T. FURRING SCRIPS a Ib" O.C. I 5/8" THICK, 3 GOAT Ix2 P.T. FURRING STRIPS a Ib" O.C.PORTLAND CEMENT SECURE GABLE TO 2xb P.T PLASTER APPLIED I/2" GYP. WL. Bp. PLATE W/ 12d'S 8' O.C. MAX 8° CMU 8' CMU DIRECTLY t0 MASONRY WOOD BASE SECURE 2xb Pt. PLATE TO BLK W/ — --�— 1/2' GYP' WL. BD. I/2' GYP. WL. BD. (I) REBAR"x9" ANCHOR BOLT W/ 2' WASHER WOOD BASE w WOOD BASE VERTICALLY W/ GONG. SET IN SIMPSON HIGH STRENGTH _7 Q POURED CELL F ' EPDXY 1" EMBED. MIN. e 32' OC E IV ° Sll CMU MAX. W THICK, 3 COAT PORTLAND a CEMENT PLASTER APPLIED w ., Q �. DIRECTLY TO MASONRY � w -STORY �0 GABLE BLOCK~ 1-STORY GABLE-- NOTE: I -STORY PER 1=8CR Wrp.2.1 - FOR R001= SLOPES 2:12 TO BLOCK WALL WALL W/ VAULT C LG. LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SCALE: 3/4"=1'-0" SCALE: 314"=I'-(d" @)�SSCALE.C3 LOK WALL SYSTEM IS REQUIRED.I=OR ROOF SLOPES Or-4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 /4"=I'-fd" PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, A5TM D 48615 TYPE IV, OR ASTM D 6151 2X4s 2X4a 2X6 P.T. SECURED TO £CURE to BLOCK W/ W 2X4m SECURE To BLOCK Wb4' X4 DIAGONAL BIM. TAPCO'IS OR DRIVE PIN SECURE To BLOCK W/ Vo' MASONRY w/ I/2"x9' A.B. w/ CHORD BRAGINGs. (MIN. SHANK SIZE J4B TAPGON5 OR DRIVE PIN TAPCONS OR DRIVE PIN SEE PLAN FOR rM1N SHANK SIZE .t4B 2" DIA. WASHERS, 7" MIN. LOCATION MIN. HEAD 512E 300 IMIN SHANK SIZE .14$ MIN. HEAD SIZE 300 8' CMU EMBEDMENT WITHIN V OF MIN. EMBEDMENT I Y4') MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 NOTE: STRUCTURAL 2X MUST BE K' DRYWALL PRE-ENG'D WOOD WITHIN 6' GF EACH END < NOTE: STRUCTURAL 2X MUST BE MIN. EMBEDMENT I Ya') NOTE, STRUCTURAL 2X MUST BE WITHIN V OF EACH END t ON OUTSIDE 4 SECURED 1'X4' OR 1'X2' P.T. NAILER EA. END, 32" O.G. MQx IN TRUSS (TYP) a 24' 8' Q'1U IS' O.G. MAX SPAGMG. WITHIN V OF EACH END < FIELD. ON OUTRIDE t SECURED THROUGH TH OUTSIDE < SECURED 18' OG. MAX SPACNG. THROUGH NON-STRUCTURAL �(o' �rII P.T. OR IfI'X4' 44, INTOSECUREBLOCK tC L O.C. MAX K' DRYWALL SX4+s 18 O.C. MAX SPACING. I'X4' OR DO' P.T. NAILER t0 � _ NON-STRUCTURAL i4' TAPGCN 2X6zs THRouGH NON-9TRJCTURAL af.' 2X6, tAPCON MIN. I-Ys' EMBEDMENT ❑ FRAI-rE t EMEND I�1 INTO BLOCK W/ SIMPSON ❑ bc4 P.T. OR 4'4'X4' MIN. TAPCONS OR DRIVE PIN MIN I-Y1 EMBEDMENY t•!TO SECURE TO BLOCK YAPGON MIN. I-Y1 EMBEDMENT SECURE t0 BLOCK INTO EILCGK' TAPCONS OR DRIVE pMI SECURE tHRU FRAME t BLOCK INTO BLOCK W/I-I/4• TAPCONB OR (MIN 8HANK SIYE .MSS BETA-I6 EXTEND I Y1 INTO BLOCK (MIN. SHANK SIZE J45 W!J-i4' TAPCONS oR ❑ MIN. HEAD SIZE Me DRIVE PIN DRIB fAN 11 MIN. HEAD SIZE 300 (TYP) VERIFY W/ W TAPCONS OR DRIVE CMU (MIK SPANK SIZE .145 (MIN. 9HANIC 817E .148 •CMU MIN. EMBEDMENT I -A' MIN. EMBEDMENT 1 Yl) • pRYU14LL 6' CMU MIN. HEAD SIZE 300 W/ TRUSS PLAN PIN WITHIN S' OF EACH END t MIN. HEAD SIZE 300 ' DRYWALL MIN. EMBEDMENT 1 Y4') ' DRYWALL SPACING a= EACH END t IS' O.G. MAX (MIN. SHANK SIZE .145 IV O.C. MAX SPACNG. 'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 1 Y11 ❑ 'X4. OR 1'X2' P.T. NAILER MIN. FAp SIZE 300 ❑ WITHIN 8' GP EACH END t ❑ 'X4' OR 1'X2' P.T. NAILER WITHIN 6' OF EACH END t 2X6:® 18' O.C. MAX SPACINCa. Vwn�W . EMBEDMENT I-Y4' SECURE TO BLOCK UI/2 .' 7{r' ObB. X 4' MIN. 18' O.C. MAX SPACING. 2X8m Ob.B. X 4' MIN. IN 8'OF EACH END t 2X8m VA'' O.G. MAX SPACNG TAPCONO OR DRIVE PIN pOpR CASING , SECURE TO BLOCK W/1-1/4' DOOR CASING (MIN. SHANK SIZE .145 6ECURE TO BLOCK WR- DOOR CASING TAPCONS OR DRIVE PIN DOOR CASING POOR JAMB OR WINDOW POOR CASING MIN HEAD SIZE 300 YAPGGNB OR DRIVE PIN MIN. EMBEDMENT 141) DOOR JAMB OR WINDOW (MIN. SHANK SIZE .148 DOOR JAMB OR WINDOW ATTACH TO 1X PER MANUFAGTIIREB DOOR JAMB OR WINDOIU (MIN. SHANK SIZE .148 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END i ATTACH TO 2X PER MIN. HEAD SIRE 300 ATTACH TO 2X PER DETAILS. ATTACH TO 2X PER MIN. HEAD SIZE i 1 ATTACH t0 7X PER MMIUFAGTUREB DETAILS. MANUFACTURES DETAILS. MIN. EMBEDMENT I Y1) MMAIFAGTUREB DETAILS, IS' O.G. MAX BPAGIOTE MIN. EMBEDMENT I Y11 MANUFACTURES DETAILS. WITHN V OF EACH END t NOTE: SHIM AS NEEDED TO PLUMB NOTE, 8141M AS NEEDED TO PLUMB WITHIN 8' OF EACH END t : Bt,IIT't AS NEEDED TO PLUMB NOTE: BRIM AB NEEDED A PLUMB NOTE, SHAY AS NEEDED Y4 PLUMB JAMB [DO NOT EXCEED 0 JAMB (DO NOT EXCEED Y4'7 IV OL. MAX BPACMG. JAMB (Do Not rxe EDY4') 16' O.C. MAX BPACNG. JAMB (DO NOT EXCEEDYl1 JAMB !DO NOt EXCEEDYI7 DOOR JAMB TO BLACK +3/4 OR +5/4 DOOR JAMB TO BLOCK +i-15 lA" DOOR JAMB TO BLACK +3" DOOR JAMB TO BLOCK +3-7/I6" DOOR JAMB TO BLACK +9/4 OR +5/4 /nl WDYimW TO BLACK +3/4. OR +S 4 G WINDOW TO HIACK +1-15 e E WDiDOW^ BLOCK +3" in�l WIIiD-W TO BLOCK +3-7/IB' /� WINDOW TO HIACK +3/1 OR +B/4 " 8G • 9/6'" -®' : / _ - "SIB'=I -0 O : 3/8 =1 0 E. 3/8 - 0 X 2X4:m 2M4,w 2SEGIIRE t0 BLOCK W/'1(`' 9EOJRE t0 BLOCK W/ 44 SECURE SECURE TO BLOCK W/ %' TAPCONS OR DRIVE PIN SECURE TO BLOCK WN4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .14B TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J46 TAPCONS K DRIVE PIN GONG. POURED (MIN. SHANK SIZE .145 MM. HEAD SIZE 300 (MIN. SHANK SIZE .148 MIN. HEAD 817E 300 MIN. HEAD SUE 300 MIN. EMBEDMENT I Y11 WITHIN MIN. HEAD SIZE 300 ® LINTEL COURSE MIK EMBEDMENT 1 Y11 WITHIN MIN. EMBEDMENT I Y1) WITHIN e' OF EACH END t 18' OZ. NOTE, STRUCTURAL 2X MUST MUy EMBEDMENT I Y1) NO, STRUCTURAL 2X MUST W Cr- EACH END t 1V O.G. MAX SPACING. WITHIN V OF EACH END 4 V OF EACH END 4 18' OZ. NOTE, STRUCTURAL 2X MUST THROUGH ON OUTSIDE < SECURED Be ON OUTSIDE t SECURED MAX SPACING. MAX SPACINGS. 2X6 2X O.G MAX SPACING. BE ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NONI STRUCTURAL DXe.m THROUGH NON- , I -A' IiRAL 2XS:m 2X6 THROUGH NON-6TRUIMRAL E' EDM.ON MIN. B ' ' "g RING 5HANK GUN NAILS a 4' roc_ SECURE TO BLOCK W/2-ow SBGJRE TO BLOCK Wd- • tAPCON MIN. I -A' DRIVE TAPGONS OR EMBEDMENT INTO BLOCK SECURE 70 BLOCK W/I-I/d' EMBEDMENT INT01-YBLOdK TAPCONS OR DRIVE PIN TAPCO-TOR DRIVE PIN EMBEDMENT INTO BLOCK DRIVE PIN TAPGON9 OR DRIVE PIN TOP a 50TTorl EOGES (MIN. SHANK S(YE i48 /MJ'L SHANK RITE .148 (MIK SHANK SIZE .148 (MIN. SHANK SIYE .145 _'� IX4 SYP LATERAL MIN. HEAD SIZE 300 MIN HEAD SIZE 300 RE-INFORGINCs 36' O.G. MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 S' CMU M84, EMBEDMENT I Y1> MIN. EMBEDMENT 149 WITHIN MIN. EMBEDMENT I Ya') K' DRYWALL MIN. EMBEDMENT I Y4') V Chu MAX ®TRUSS BIM. WITHIN B' OF EACH END t W CMU 6' GF EACH END s R' O.C. 6 CMU WITHIN V OF EACH END 1'X4' OR I'XV P.T. NAILER WITHIN a' or EACH END t K' DRYWALL 18' O.C. MAX SPACNG. MAX SPACNG. K' DRYWALL 4 18' OZ. MAX SPACING. 18 O.G. MAX SPAGINI ❑ I'X4' OR I'X2' P.t. NAILER CHORD, SECURE W/(3) loci K' DRYWALL ❑ NO 2X SECURE ro 2X8,m I'X4' OR I'X2' P.T. NAILER 2X6® I'X4' OR i'XZ' P.T. NAILER 2X8:� STRUCTURAL MEMBER 2XBm ' P.T. X 4' MIN. OOR CASING SECURE TO BLOCK SECURE TO BLOCK wn-v4' NAILS e EA. TRUSS SECURE TO BLOCK W!J-%' room CASING T 6 DR PINS Wn-%' TAPCONS OR W/(2)12d WITHIN V OF EA.C14 TAPCONS OR DRIVE PIN OOR CASING CHORD TAPCONS OR DRIVE PIN (MIN. SHANK 517E .143 DRIVE PIN END t b' TO V OG. MAX (MINHEA0tlCSIZE .145 GABLE END BRACING (MIN SPANK SIYE .IdB (MN. 5HANK SIYE .145 OCR GABMCs MIN. HEAD SIZE 900 MIN. HEAD SIRE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 900 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW rDOOR A pj X �RND� J MIN. EMBEDMENT I Yi !WITH YTAOH TO 2X PER MIN. EMBEDMENT I Y1) WITHIN TTACH TO 2X PER MIN. EMBEDMENT I Y4') 6' OF EACH EN t V O.C. MANUFACTURES DETAILS. 8' OF EACH END t IB' OL. MANUFACTURES DETAILS. MIN. EMBEDMENT I Y1) TTACH TO 2X PER WITHIN V OF EACH END < WITHIN a' OF EACH END 4 MANUFAGTUIES DETAILS. 18' O.G. MAX SPACMCs. MIUFAGYUR•ES DETAILS. 4 SCALE: Ii.0 x = 1' -0" MAX SPACING. MAX 9PACINCS. NOTE, SHIM AB NEEDED TO PLUMB 16' O.C. MAX SPACING. Z BRIM AS IJEFAED 1'O PLUhIB NOTE: 6HR7 +48 NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB JAI'115 (00 NOT EXCEED 49 JAMB (DO NOT EXCEED Y4') JAMB (Do NOT EXCEED Yi) JAMB (DO NOT EXCEED Yw 7� DOOR JAMB TO BLOCK +1-1/2' DOOR JAMB TO HIACK +2 �" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +9 3/4' a TV n NDIDOW m BLACK +1-1 D WINOOR TO BLOCK +2 1 4 F• W C H NDiDOW TO BLOCK +9 3/4" m SCALES 3/6'-1'-0' SCALE: 3/8'=I'-0' SCALE: 9/8'•I'-0' SCALES 3/8' FASTENER SCHQULEw w E MAIL REQUIREMENT-5 TOP coRD �LocKING AT 4' aW " ROOF DIAPHRAGM USE 1/16" O.S.B. OR 1/2' CDX PLY WITH Ma RING SHANK GUN NAILS AT 4' OG. AT SUPPORTED PANEL ELX+ES AND MB RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. SIZE HEAD LENGTH DIA. ENSILE STR O.C. MAX. IN 955T 2 FRAMING NOTE: TYP. EX'T. "AT ING AttACI-IMENT SPACES AT EACH END. FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL N° RAFTER OR TRUSS GRADE) CONNI=CTOR6 FROM STUD TO PLATE ARE v O w W w8 2' DECK SCREWS a III C z w 8d ROUNpMODIFIEp OR T I I/8" 113 17@(d@@ 1@d ROUND MODIFIED 2 I/8' 128 17@�@@ z ROOF SHEATHING NOT REQUIRED EXCEPT +OPENINGS o O.C. MAX ® EDGES < 12' OG. Q M., CI IC Arl uwi� rr nni a eun can le iLae OD �"w nnn a 6' OL_ OR T m ® Nw MAX IN FIELD. UNTHREADED w NR uzlnr. 4L1ANK [:INN NAZI F EXTERIOR SHEATHING USE 1/2' CDX OR 1/I6' OSB PLY WITH 08 RING SHANK GUN NAILS AT 6' O.G. AT PANEL SIDES AND »8 RING SHANK GUN NAILS 4' O)C. TOP 4 BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT 6' O.G- AT INTERMEDIATE SUPPORTS OR -mw YIP SHEATHING SYSTEIK (INSTALLED PER MANUF. SPECS). SEE DETAIL. NOTE: NAILS TO BE MI BY MEMBER OF INT. STAPLE, NAIL < TOOL ASSOCIATION 1 0,113 INCH NOMINAL SHANK DIAMETER 2 RING DIAMETER OF 002 OVER SHANK DIAMETER 3. I6 TO 20 RINGS PER INCI 4 4.0280 INCH FULL ROUND HEAD DIAMETER Q z 3 m R001= 5�4EAT�1INCx LAYOUT u a 'SWANK TO EXTEND BEYOND' o o THICKNESS of suB-FLOOR n SHEATHING \ z ° c u 0 6' O.G. IN FIELD /) NOT Ij�e l 4mmy P�i$'I�IUIF• SPECS) ACCEPTABLE FASTENER FROM ANY MANUF TURER -ROOF DESIGN PRESSURE BASED ON WORST CASE 5.2 INCH NAIL LENGTH k AND ENDWALL BRAGINC FOR CzAP LE END 1=RAM INCH TYP. 3/4" TJG SUB -DOOR DECKING GLUED TO ALL EXPOSED MEMBERS TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.6.8. TO BE 6TRUCTURAL GRADE) BUILDING LENCxTH SCENARIO FOR ZONE 3 A R C H I T 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 lazi w 0 F 0. w a ti a ti �IVHarv: as LOT: CREEKSIDE LOT #129 PROJECT# 04321.000 '[ODEis 4EAB "1672- ARIA" GARAGE E 9111111M " : RIGHT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AUG 1 7 aC;IIAILm: 1 /4" =1"— 0" FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR 2x4 BLOCKING BETWEEN R9052.1 ON �&" O.S.B. TRUSSES AT FIRST (5) FIBERGLASS SHINGLES OVER PROVIDE EAVE SHEATHING OR �" GDX BAYS 4'-0' O.G. (AT 030FELT PAPER (OR BAFFLE OVER THE TOP PLYWOOD SECURED FIEERGLASS SHINGLES OVER SHEATHING SEAMS) APPROVED EQUIVALENT) ON OF INSULATION FOR PER FASTENER SCHEDULE EMBED. STRAP � 30 FELT PAPER INSTALLED 0.5.8. SHEATHING OR " CDX CLEAR VENTILATION VERIFY W/ TRUSS PER FBCR R9052.1 ON PLYWOOD SECURED PER PER FBEG R402.23 PRE-ENG WD. TRUSS PLAN O.S.B. SHEATHING OR J" CDX FASTENER SCHEDULE 24' O.C. MAX. PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE SEE ENERGY CODE FORMS MTL. DRIP EDGE TYP. I PRE-ENG WD. TRUSS MTL. DRIP EDGE SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 2X4 OR 2x6 FASCIA °"H' 24" O.G. MAX. 2x4 OR 2x6 SUB -BAND FOR INSULATION R-VALUES. WOOD SHEATHING 2X4 OR 2X6 FASCIA PER ELEVATIONS 5/5" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD PER ELEVATIONS PER ELEVATIONS p � GYPSUM BOARD OR � WRB LAYER *I, DOUBLE TOP PLATE VENTED ALUM. SOFFIT CONT. 2x4 RAT RUN SECURED W/ C2) 12d's a EACH TRUSS VENTED ALUM. 501=1=1T HIGH STRENGTH CLG. STUCCO WRAP WRB LAYER "2, FORtiFIBER VENTED ALUM. SOFFIT 1-01 TYP. WINDOW HEADER SIZE VARIES SEE ENERGY GODS FORMS FOR BOARD BUILDING PAPER o.H. PER WINDOW OPENING SEE 1/2' GDX OR 1/16" OSB SECURE TO WALL PER INSULATION R-VALUES 1,000 UPLIFT SIMPSON METAL LATH .. HEADER SPAN CHART FOR FASTENER SCHEDULE 5/8" GYPSUM BOARD OR CONNECTOR 5P2 -8 EA. 1 FASTEN TO WOOD STtRUCTURAL 1/2" GDX OR 1116' OSB SECURE t0 WALL PER DETAILS ON SHEET p2 1/2" HIGH STRENGTH CLG. 2x8 SYP �'2 2X8 SCUD MEMBER 1" O.C. MAX s'., `-�—'I/8' TEXTURED FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR 1I16 ZIP BOARD DBL TOP FINISH a WOOD ON SHEET D2 MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PLATE "M" TYPE CONTROL JOINT OR 1/16' ZIP SHEATHING SYSTEM WINDOW SILL (INSTALLED PER MANUF. SPECS.) PER WINDOW OPENING SEE FRAME to BLocK CONNECTION SEE DETAIL (INSTALLED PER 2x6 STUDS �+ 16" O.G. MAX W/ HEADER SPAN CHART FOR ZIP SHEATHING 1 MANUF. SPECS.) INSUL., SEE ENERGY CODE DETAILS SYSTEM (INSTALLED 2 DRY WALL 6' METAL LATH STRIP pOizMg FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER PER MANUR SPECS.) DIA ANCHOR BOLL b' WIDE STRIP SELF ADHESIVE FLASHING, GLEAN 1/8" THICK, 3 GOAT 1/8" THICK, 3 COAT MANUFACTURES SPECIFICATIONS OR, AT Iro" O.G. MAX WITH -l" MASONRY BEFORE APPLYING r.;. CEMENT PLASTER T 4 Cs SUBFLOOR GLUED AND CEMENT PLASTER WINDOW SILL WALL EMBEDMENT AND 2" ;,. TEXTURED APPLIED t0 METAL SCREWED AS PER FASTENER APPLIED TO METAL 2x6 STUDS O.G. MAX W/ SHEATHING DIA. WASHER FINISH .MASONRY LATH OVER 2 LAYERS "D„ SCHEDULE ON SHEET D2 LATH OVER 2 LAYERS INSUL., SEE ENERCsY CODE NE g: cMu OF GRADE OF GRADE 'D" FORMS FOR INSULATION 2x8 SYP 02 ON PI BUILDING PAPER OR IBUILDINGPAPER OR R-VALUE5 WOOD STUDS A. X PAPER BACKED LATH PAPER BACKED LATH T 4 G SUBFLOOR GLUED AND AT 12 O.G. MAX U VERTICAL CONTROL OVER AN APPROVED HOUSE WRAP OVER AN APPROVED SCREWED AS PER FASTENER HOUSE WRAP SCHEDULE ON SHEET D2 BETWEEN DISSIMILAR stO 2x8 P.T. SYP *2 SOLE PLATE (1) COURSE TIE -BEAM ATERIALS �.a POURED SOLID WITH 4 DETAIL 5 P=ENG FLOOR TRUSS z CONCRETE. C1) SCALE: N.t.S. CONC. FILLED LINTEL (INSTALL PER MFG. SPECS.) " GYPSUM BOARD OR }' HIGH I�1 DETAIL 5 LLl Z 0-1 4 SCREE REBAR HORIZONTALLY 3/4" t 4 G SUBFLOOR GLUED BLK W/ (1) +'5 REBAR STRENGTH CLG. BOARD `WEEP p-- Z ASTM 926-C 4 (03 PRECAST LINTEL AND SCREWED AS PER CONTINUOUS IX2 NAILER/DRAFT STOP PRE-ENG FLOOR TRUSS Q/ flj (SEE I 2/D ) FASTENER SCHEDULE ON INSTALL PER MFG. SPECS.) WINDOW ATTACHMENT AS SHEET D2 GYPSUM BOARD OR lll PER MANUFACTURES SEE ENERGY CODE FORMS HIGH STRENGTH CLG. BOARD JU SPECIFICATIONS FASTEN 2X4 RIBBON (P.T. FOR INSULATION R-VALUES IX2 NAILER/DRAFT STOP Q GMU) W/ (5) 12d NAILS a E H PRECAST LINTEL u z SREBAR '� 1(a° PRECAST SILL TR 5 LONG. FILLED LINTEL BLK W/ (I) S R1=BAR CONTINUOUS Z O.C. MAX, IN PRE-ENG 5diROR TRUSS WINDOW ATTACHMENT AS PER u I CONCRETE (INSTALL PEf PG. SPECS.) 5/8' THICK, 3 GOAT MANUFACTURES SPECIFICATIONS SEE ENEMY CODE FORMS (L/ 0 POURED CELL, Ix2 P.T. FURRING STRIPS PORTLAND CEMENT PRE -CAST CONCRETE SILL FOR INSULATION R-VALUES opIL VERIFY PER 16" O.G. CONC. EI LE LBLK W/ PLASTER APPLIED PRECAST LINTEL PLAN. 'CMU (✓ EB R CONTINUOUS DIRECTLY TO MASONRY (1) + REBAR VERTICALLY W/ GONG. POURED CELL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 0 O R-4.1 1/2" GYP. WL. BD. RI]B B O N Ix2 P.T. FURRING BtRGIMu 24" O.C. 5I8" THICK 3 COAT PORTLAND CEMENT PLASTER APPLIED PRE -CAST CONCRETE SILL Q INSULATION (1) #4 CONTINUOUS REBAR WOOD BASE 6 FASTENING DETAIL 1/2' GTP- WL. BD. DIRECTLY t0 MASONRY (1) S REBAR VERTICALLY 4 O [Q 04 REBAR 48' LONG SCALE: 3/4"=1'-0" W/ GONG, POURED CELL 4 ul W/(o" HOOK 24" O.G., n r WOOL) BASE . Ix2 P.T. FURRING MIN. 24" IN SLAB STRIPS a 24" O.G. Q (V ROOF TRUSS UPLIFT \ FIN. FLR 8' GMU {) 11 2'- (MIN. OR NOT csuTowRFoie ' GYPWLBD 1/2. . . � ` IN 51-45) CLARITY lSEE 77jj r q f WOOD BASEoP Dw3sa FIN. FL-R. "x(o" WALL I' . a 3 1/2" GONG., REINF. W/ fo .. $ �p4.° ° SECTION — l._ WI.4XWI.40 WUJM ON 6-MIL POLY ETHYLENE VAPOR EXTERIOR WALL SPEATHING (SEE — NOTES) FA EACH STUD 2—STORY 2—STORY pp -a °a WOOD r ° 1 RETARDER ON TO DEL. TOP PLATE W/USPSPT24NAIL WALL �t�. WALL _.: a : FRAME', TO j' U1ELL P ED GLEAN WELL -COMPACTED FILL TERMITE TREATMENT PER MANUF. SPECS. SECTION 1 SECTION 2 �� LOCK WALL° 21-011 SHALL BE BORA-CARE (3) S REBAR CONTINUOUS TION AT TOP „— SCALE: 3/4 -I -0 SCALE: 3/4 =1 -0 " ff ON CHAIRS EXTERIOR WALL SCALE: NTS FIBERGLASS SHINGLES PRE-ENG GABLE TRUSS FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR OVER 030 FELT PAPER INSTALLED PER FBCR PRE-ENG GABLE TRUSS NOTE: EXTERIOR WALL STUDS PLACE STRAPS SPACED R905.2.1 ON O$B. SPF STIFFBACK (SEE SEALD TRUSS R9052.1 ON OSB. SPF STIFFBACK (SEE SEALD TRUSS DIAGONAL BRACE a (WALL SHEATHING NOT AND FASTENED AS SHOWN FOR CLARITY) SHOWN WITH ONE SHEATHING OR i" GDX ENG. PACK FOR SIZE 4 CONNECTION) SHEATHING OR J" CDX ENG. PACK FOR SIZE 4 CONNECTION) CENTER OF TRUSS FASTEN STUDS TO BLOCK WALL ADDITIONAL STRAP AT PLYWOOD SECURED 2x4 SPF BLOCKING BETWEEN PLYWOOD SECURED 2x4 SPF BLOCKING BETWEEN SPAN OR HIGHEST WITH WITH USP MSTA40 STRAP EACH WINDOW KING STUD WITH PER FASTENER TRUSSES AT FIRST (5) BAYS 4'-0" PER FASTENER TRUSSES AT FIRST (5) BAYS 4'-0' RIDGE. DIAGONAL AS SHOWN. INSTALL SCHEDULE O.G. CAT SHEATHING SEAMS) NOTE: SCHEDULE O.C. CAT SHEATHING SEAMS) BRACE TO BE a ANY SPAN 15'-0" OR STRAP • EA. END (UN.0) 4 IN ( ) 10d oN NAILS SPACE STRAPS AS FOLLOWS: I O S C 49 DIA X 1 1/2' MTL DRIP EDGE �� I DIAGONAL BRACE a MTL. DRIP EDGE GREATER. REFER t0 -110 MPH 'C': 32' O.C. �) MP44'C' PRE-ENG Wp. TRUSS 2 CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA PER ELEVATIONS P T S 2 TRUSS ENG. FOR ADDITIONAL -ism 42' oc. -140 MIDI 'C' 4S' O.c. 2X4 OR 2X6 FASCIA O.G. MAX. HIGHEST RIDGE. DIAGONAL BRACE t0 BE � ANY SPAN SECURED W/ l3) 12d HORIZONTAL TRUSS TOP OF STUD WALL _ PER ELEVATIONS 15'-0' OR GREATER. REFER NAILS SEE FASTENER REINFORCEMENT. SOLE PLATE FILL ALL REMAINING STRAP SECURED W/ (3) 12d SECURE TO To TRUSS ENG. FOR SECURE TO 0'-0" TO 30'-01 (1) v HOLES W/ 10d NAILS INTO NAILS TRUSS W/ 7ADDITIONAL HORIZONTAL SCHEDULE ON 514=ET TRUSS W/ X-BRACE WOOD BACKING I/2" CDX OR 1/16' OSB l2) 12d TRUSS REINFORCEMENT. p2 FOR SHEATHING (2) 12d " - II 30 -I TO 60 0 (3) SECURE TO WALL PER NAILS 30'-0' (U 0-15 FASTENER PATTERN CDX OR OSB NAILS X-BRACE el) X-BRACE TOP OF DO NOT PLACE SCREW IN TOP HOLE NEAREST TO TOP FASTENER SCHEDULE X-BRACE C SE SECURE t0 WALL PER ALL av CENTER AND (2) MASONRY WALL - OF CM BLOCK WALL ON SHEET D2 OR 1/I6° ZIP SHEATHING 30'-I' to 60'-0' (3) FASTENER SCHEDULE BRACE DIVIDED EQUALY FROM CENTER � CONNECT ISOttoM of STRAP TO CMJ BLOCK WALL SYSTEM (INSTALLED PER MANUF. SPECS.) ix' ' X-BRACE (I) X-BRACE a CENTER AND (2) BRACE DIVIDED ON SHEET D2 OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER TO END w/ r v 3ne' D4a x I-v4' LONG TAPCON MASONRY cMu B cK LL scREws WEEP SCREED, SEE CONT. 2x4 SPF RAT RUN SECURED W/ EaUALY FROM CENTER MANUF. SPECS.) CONT. 2x4 SPF RAT RUN SECURED W/ 2 —STORY DETAIL 5, SHEET D3 (2) 12d's is EACH TRUSS TO END 2X4 W/ 3/8' X 5 LAG (2) 12d s 0 EACH TRUSS GABLE END �I 2X(v P.T. SECURE W/ (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ GABLE 032" O.C. MAX. OR 12) 2x4 02 5.Y.P. DIAGONAL BRACE W/ (3) l2d's a EACH TRUSS DIAGONAL CROSS 1/2'X9' ANCHOR BOLT 32" O.C. MAX. (3) 12d's a EACH TRUSS DIAGONAL X-BRACING TO COVER 5-TRUSSE5 I'r X- BRACING SIMPSON MSTA-24 a 32' O.G. MAX. X-BRACING TO COVER 5-TRUSSE6 BRACING EXTERIOR STUD WALL CONNECTION NAIL GABLE t0 2X6 GYPSUM OR 1I2" HIGH DBL TOP PLATE 5/8" GYPSUM BOARD OR I/2" HIGH 8 TO FIRST FLOOR MASONRY WALL 5/a' BOARD „- "— 3 W/ 12d NAILS 6 O.G. STRENGTH CLG. BOARD SCALE: 3/4 -1 -0 2X STUD I(o' O.C. MAX. STRENGTH CLG. BOARD SCALE: 3/4 - I -0 SCALE, NTS MAX. ARC Design r )L Inc. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 .4 1U w 0 0. U W A ti A su'9DIV. da LOT: CREEKSIDE LOT #129 PROJECT# 04321.000 MODE & 4EAB 1672— ARIA" GARAGE BVnNG: RIGHT PAGE: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA .AUG 1 DA : 08/08/17 sC :1/4>:=1,_0,> F_jr-� :� *NOTE: NAIL 5HEATHINS TO ALL 2X AS PER EXT. SNEATNING NAILING, Sd 4' O.C. 1"IAX EDGES 4 6"-8" O.C. MAX IN TI41= =1ELP 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"XIG WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) 12d NAILS OR GARAGE DOOR H IN JOINT$ PRIOR TO FILL iG MIN. (4) 10d GUN NAILS DEL. TOP PLATE 2x4 COLLAR TIE AT EVERY OTHER DEL. TOP PLATE 2X4 16" O.C. MAX RAFTER W/ 2x4 16' O.C. MAX SECURE 2x4 to 0 ® 0 MIN. (3) 12d NAILS OR M - I HWOOD W/2-I2d ® 6'-0' MIN. (4) 10d GUN NAILS O.C. STAGGERED 2x RAFTERS o SECURE 2X4 W/ 2-1/4'E4 SECURE 2X4 W/ 2-' TAPCONS E 2 DRIVE DIN Ix8 NAILER SECURE TO TRUSSES TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. 0 (2) I2d NAIL OR ELOW W1 (MIN. SHANK 517E .145 MIN. HEAD SITE 300 MfN SECURE 2x4 ON HEAD SIZE 300 MIN. EMBEDMENT I Ya' WAN 8' FLAT TO BLK (3) 1Pld GUN NAILS EA TRUSS EMBEDMENT I ?4 W/IN EA. END NOT TO EXCEED W/ GUT NAILS. EA END Not to Exc BT. PLA 18' OC. MAX ARCI-4W 4i' SIDES: 18' 2X6 GARAGE DOOR SUCK W/ (5) RAFTER t0 TRUSS MtS-12 BT. PLATE Ye'X8" A -BOLTS 4' EMBEDMENT MIN. CREATE VOID FOR STRAP 2X4 SOLID BLOCKING W/ 21X21XV& WASHER AND NUT PENETRATION SECURE to SHEAtI-41NG 1/2' C=0 SPACED EVENLY FROM FLOOR TO 2jBLOCKING 1/2, COX WITH MIN. 2-I2d PER BLK GARAGE DOOR HDR IN JOINTS -- ROOF DECKING OVER 9E LOCKING EA END PRIOR TO FILLING.PRE-ENG TRUB$E8 WITH PER BLK 1-2X6 Pt BLOCK o CENTER OF PRE-ENG. TRUSS ER END DOOR HEADER WKI) h'X8' J-BOLTS EXTERIOR ARCHWAY 2 EXTERIOR ARCHWAY © 4' EMBEDMENT W/ 2"X2'XIe' WASHER ® ALTERNATE CONNECTION 4 CONV. FRAMED ROOF 1 WITH WINDOW SCALE= 1/2"=1'-0' AND NUT. M5TA-24 RAFTER TO SLK'G SCALE: 1/2'-1'-0' BETWEEN TRUSSES SCALE: I/2'=1'-0' 2X4 SECURED TO e II-I5 UPLIFT GAB NG W/(2)12d 0 NOTES: O CONNECTOR TRYERI W/ TRUSS SIMPSOM HTSM20 CONNECTOR VERIFY W/ / 6' ' O. ALL ANCHORS SHALL BE IN ACCORDANCE TO 2X CU D TO MANUPAGTURER'S INSTALLATION INSTRUCTIONS WHEREFRAMING PLAN AND 10d TO x 21/4 ---DOUBLE TOP PLATE AND (4) T x 2 NT SUCH INSTRUCTIONS ARE MORE STRINGENT � --- TAPCONS 70 GONT GA2)1 EA. UPRIGHT GARAGE DOOR RIPPLE STUDS o I6' O.C. 0 Moo DPLLIFT L MAX BUCK ATTACHMENT HEADER SIZE PER :. 51MFISON LSTA-12 6 EA. JACK (2) SIMPSOM HTSM20 \ 3 SCALE: 1/2'=I'-O" SPAN CHART. STUD, BOTH SIDES OF OPENING. INSTALLED ON OPPOSITE L-30 a CDX PLYWOOD FACES OF BLOCK WALL TGABLE RUSS_ BLOCKING SHEATHING SHEATHING TO BE A/ND 10 104a 1 x 22 TRUSS TO /4" DOOR WITHIN;' OF WINDow/ DOOR TAPCONS To GONT 2x4 BLOCKING \ • EA. RAFTER C�111111_ AN SECURE PE POURED LINTEL L-30 EA \ RAFTER H2.5 EA RAFTER \2x4 RAFTER I • 24' O.G. 2x4 FRAMING (TYP) 5 CLOSED VALLEY FLASHING DETAIL 6 FRAMED OVERHANG N.T.S. 2X4 DEL. 5P4o32' OL. MAX 2X4 DEL. 2X4 TOP PLATE 1/2" CLG. BOARD TOP PLATE TOP ! 50TT TOP PL 7E 11 PRE-FAS PRE-FAE PREFAB -FaB I/2 CLG. BOARD TRUSS TRUSS 1/2' CLG. BOARD TRUSS O TRUSS 1/2' CLG. BOARD7 COAT. METAL 2X4 WOOD IR DRYWALL ^ TRACKS, TOP t STUDS •16' 1y) BOTTOM O N. 1/2' DRYWALL 1/2" DRYWALL 4 T. 2X4 WOOD T. STUDS 016° SS S O.C, U.O.N.00KING 2X4 WOOD CHANNEL SHApPED OCKING STU 8 24' OAO Vl/ MID -WALL SECURE BT. PLATE STUDS e24' N2\s MID -WALL O.C. LAYER SECURE ST. I/2'XV M00 SLAB W/ IL. TY P M PLATE TO I/2' DRYWALL 32' T' MASONRY NAIL s W W/ IL 4 E T 32" O.C. MAX BATTID , TO EACH NAIL .C. 2X4 PT. BID • IZ' O.G. -- M SEE FOUNDATION PLATE 01 CONC. SLAM FOR DETAILS CONIC. SLAB CONIC. SLAB a, o. C. SLAB SEE FOUNDATION FOR DETAILS SP4'32' Oc_ MA x 1-STORY 1-STORY 1-STORY 1-STORY TYP. INT. WALL INT. BEARING WALL TNT. BEARING WALL TYP. INT. WALL METAL STUDS S (NO UPLIFT) S (W/ UPLIFT) (NON- NON-BRG. SCALE:I/2'=I'-®" SCALE:I/2'=1'-0" 0�=CALr= 1/2"=1'-0' 8� SCALE:I/2'=1'-0" OPENING a a a ° PRECAST LINTEL SEGUE TO FRA NCs, NEED MIN I I/2' S ITO I ° 4 1 1/2', WINDO MU BE SECURED BLO K a 2x4 BLOCKS CURE 2x TO BLOCK W/ (2) 3' TAPCONS OR DRIVE PIN 4 (MIN SHANK SIZE .145) (MIN EMBED. I �') a WITHIN 8" OF EACH END AND ° ° IS' O.C. MAX SPACING. d a CMU WALL ° 4 41 a a I a 4 e 4 -° Q° °.e I a -aa ° a° o '1 4 .. ARCH WINDOW FRAME � OPENING P R NAILING SCHEDULE NAILING KING STUDS (SEE HEADER 51DAN CHART FOR DETAILS PRE-ENG TRUSS AND SPECIFICATION) JACKS (SEE HEADER SPAN CONTINUOUS CHART FOR DETAILS AND BOND BEAM SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY +a A TIME. USE I2d NAILS, TWO WITHIN 6' FROM EACH END i NO MORE THAN 12' O.G. STAGGERED 1/2'x9' A.S. MIN. 1' TAPCONS EMSEDMENMT 8' FROM EACH MIN 2' COVER TYP. INTERIOR END a 32' O.G. MAX OPENING WD FRAT SP4 OR H5 • TOP AND BOTTOM PLATES ® EA. FULL TRUSS ANCHOR gj_j�DOORSCALE: I/2"=I'-0 LENGTH STUD, BOTH SIDES RETROFIT OF OPENING. 1 NT$. LINE OF SLAB 05 REBAR VERT. IN — CO►QIER BEAD SOLID GROUTED CELL _SEALANT < \ / BACKER ROD 5/8' THICK 3 COAT CEMENT PLASTER 8' GI"ILL SEE APPLIED DIRECTLY TO \ / �� / STRUCTURAL FOR REINFORCEMENT MASONRY // 2x6 P.T. WD / Al-I'ACHED TO FILL CELL AS PER PRODUCT SPPROVAL IEO. PROM MIAMI-DADS ;'�• ,! COUNTY UEATHER SCRIP MOULDING ALL AROUND (BY GALV. S'tEEL DOOR MANUF.) TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/16'xl 1/4' LAG GALV. STEEL OVERHEAD DOOR sc�WS VERTICAL TRACK I' MIN BY OTHERS BY MAUF. GLIDE FASTENED 1'O TRACK BRACKETS ROOM SCALE: 3/4'4_0" W/1/4'-20XI/2' UGARAGE DOOR JAMBS CARRIAGE SOLTS SCALE: 1/2"=1'-0' AND LOCK NUTS. TRUSS TO WOOD FRAMING SIMPSON MTS-12 PRE-ENG TRU55ES W/ TRUSS CONNECTOR VERIFY W/ PRE-ENG TRUSS PRI=-ENG. TRUSS FRAMING PLAN PRE-ENG TRUSSES OR DOUBLE TOP PLATE DOUBLE TOP PLATE RS ? GONV.FRAMED RAFTERS 2x CONTINOUS STRESS DEL. 2X TOP PLATE z CRIPPLE SCUPS a 16' O.C. SP4+32' OC. MAX FLOCKING MID WALL 1/16' OSB. w MAX 2x STUDS a 16' O.G. MAX, OR 1/16' ZIP SHEATHING PRE-ENGINEERED UAN. SYSTEM (INSTALLED PER v0 HEADER SIZE PER SIMPSON - EA JACK TRUSS MANUF. SPECS.) SPAN CHART. STUD, O IDES }' T < G SUEFLOOR GLUEp 2X BLOCKING f MT5-12 AND SCREWED AS PER FASTNER SCHEDULE 1/2' ? x t S Ib G. MAX W/ 15t FLOOR STUDS t0 = SH T 1 5 EATHING TO BE 2ND 9tUD8 2X STUDS I6' O.C. MAX w DOOR/ ItH WINDOW/ DOOR �I MI5TA-36 a 32' 2X BTM. PLATE WINDOW AND SECURE PER 2X 3/4' FLOOR DECKING m OPENINGG LING SCHEDULE O PLATE KING STUDS (SEE HEADER MSTA-36 32' OG. / 5PAN CHART FOR DETAILS MAX AND SPECIFICATION) PRE- ENGINEERED FLOOR GIRDER - � 2X4 X4 STUDS 16" O.0 PRE-ENG FLOOR TRJS$ JACKS [SEE HEADER SPAN O S� OR �" ' E5TM. 0 DOUBLE TOP PLATE PRE- ENGINEERED CHART FOR DETAILS AND CDX PLY ATTACHED PLATE FLOOR TRUSS SPECIFICATION) PER FAS ER SCHEDULE 1Arp, 08.5. 2x CONTINOUS STRESS ON SHEET D2 BLOCKING MID WALL I CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK JACK STUD ON TO BE OR T/I6' ZIP SHEATHING TS 2x STUDS 16' OC. MAX, O W/ I/4" GAP FROM BLK TO 058. SECURED ONE PLY • A TIME. SYSTEM [INSTALLED PER T. FINISH USE I2d NAILS, TWO WITHIN 6' MANUR SPECS.) U.O.N. FROM EACH END < NO MORE MD. 2 HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT 2x4 BLOCKING UNDER 1/2' GYP. WL. Q THAN 1Z' O.G. STAGGERED WALL STUDS SCURF ETA-16 SECURE BT. PLATE TO PERIMETER OF OSB. t0 PROVIDE CONT. NAIL PATTERN BETWEEN TRUSS BAYS W/ PRE-ENG D 5P4 OR H5 m TOP AND 5104+32' OGMA SLAB W/ }x9ANCHOR '" 3 REMAINING AREA TO BE SHEATHED FROM DEL. TOP /! BOTTOM PLATES o EA FULL (3) 12d'e EACH END . 0 BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. LENGTH STUD, BOTH SIDES GMU WALL SIMP'SON HIGH STRENGTH OF OPENING.2x DOUBLE TOP PLATE 4 SHEATHING s TOP OF WOOD FRAMED WALL TO BEILSTUDS 6 16, O.G. EPDXY 7 EMBED. MIN. SHEATHING TO LAP TO STAGGERED MIN. OF I6' FROM SHEET BELOW BOTTOM OF PRE-ENG'D MT$-12 o EVER STUD SIMPSON MSAPX4 a (�5 INSTALL ALL SHEETS W/FACE GRAM PARALLEL TRUSS BELOW- SHEATHING TO STUDS MUST NOT BREAK P-4' MIN. 2X4 Bt. PLATE FROM 2NO PLR LINE. KNEE WALL DETAIL @ ENTRY 9 INT. 2-STORY L.B. W. EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER 16 SCALE: 3/a'=1'-0' SCALE:1/z'=r-0' 4 SCALE:1/2'=1'-0' 14 DOOR OPENING WD FRAMED 1rJ ATTACHMENT SCALE; In'=1'-V' SCALE' 1R'=1'-O' CONTROL DATE: 07/01/15 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 F W V W ti 0. W q F A SVHDIY. de LOT: CREEKSIDE LOT #129 FiiOJECT# 04321.000 MODEL; 4EAB "1672-ARIA" GARAGE 8'r MO: RIGHT PAGE; MISC. DETAILS 160 MPH EXP. C ARCHTECT: STATE OF FLORIDA AUG 18 08/08/17 1/4"=1'-0' 4 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-RS 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 atjamb, 16" @ head. 1 1/4" embedment. Type ll: 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 comers, 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 comers, 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 forcomers 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 corners. 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) J (-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 Interwrap Rhino U10/20 FL17801 gauge 1'/<" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll Soffit +31.6, -38.8 (+50) / (-50) ALSIDE T2 FL15282.1 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-Rl edge distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels 6' Hurricane Storm embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. span or more (+45) / (-50) panel MFG. 24 GAGE FL16293-R1 edge distance 12o c max. spacing. g " / p g• Can be headed screw or all thread but with wing nuts. Zip System Install per manufacturers recommended requirements. Sheathing Huber Wall Sheathing 17147-R1 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 rA W y W U W 0 F t� cq A F q t~ h BVHDM de LOT: CREEKSIDE LOT #129 PROJECT# 04321.000 MODEL: 4EAB "1672- ARIA" GARAGE OVMG: RIGHT PAGE: PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA AUG 18 DATA ! 08/08/17 SCALJC: 1/4 t1=1' — 0" 8HEET D5 0 NOTE: NOTE: IF ZIP SHEATHING SYSTEM IS APPROVED BUILDINGS WRAP IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF-ADI-IERING MEMBRANE 6 " b' •VERTICAL LAPS (ROLL W A A (COMPATIBLE W/ HOUSE MANUFACTURERS ENDS) 4 6' • HORIZONTAL LAPS. MANUFACTURERS MATERIAL) OVER INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE 1" INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH FORTIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE / 1' OR LESS PIPE 6'x6' SELF -ADHERING MEMBRANE PREPOR*M0 CONTROL JOINT i �' THICK, 3 COAT CEMENT PENETRATION 1 W A P INGMA (COMPATIBLE W/ HOUSE FLANGE OF CONTROL JOINTS T PLASTER SE FL PA )HERING MEMBRANE II BE WIRED TIED t0 LATH • 39 WRB LAYER 02, PORTIFOER / \ / I PLASHING OVER APPROVED O.G. MAX (VERT.). NOTE: DO BUILDING PAPER / I° MIN. LAP METAL LATH \ ; HOUSE WRAP. NOT FASTEN CONTROL JOINT TO FLASHING TO EXTEND ONTO PIPE WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH 3ra LEG MAY ®E USED TO TEMP. FASTENED 01' (VERT.) O.G. MAX Ex— X X I SECURE CONTROL JOINT AT SUPPORTS X X X — DURING INSTALLATION I�� CUT AND OVERLAP ONE SIDE OF O BSPACED STUCCO WRAP WRB LAYER M, i METAL LATH SELF -ADHERING MEMBRANE �- GUT AND OVERLAP ONE SIDE OF PLASHING I STEP *I STEP 02 FLASHING • I" OG. MAX VERTICALLY SELF -ADHERING MEMBRANE WOOD SHEATHING OR T/Ib' TIP ALLIED NG / _ WRB LAYER M, P THICK, 3 GOAT CEMENT WRB LAYER "I, SYSTEM QMStALLED PER �% STUCCO WRAP PLASTER STUCCO WRAP METAL LATH {� 6 MIN FAFER LAP BELOW ONLY WRB LATER °2, FORTIFIBER ( WRB LAYER M2, PORTIPIBER ' / t11�3 L »2, IP R — BUILDING PAPER BUILDIt�s PAPER HAPE /7/ STUCCO WRAP x6' LP- HERING MEMBRANE SHI VER 4'x4' SE - HERING MEMBRANE k To }° I INSTALL FASTENERS (CLIPS, F SHING OVER APPROVED WOOD SHEATHING STRAPS, STAPLES) AS SE WRAP. LATH SHALL NOT To a GAP MIN. a ro e' I OR 7/I6' TIP SHEATHING �gUIRED TO SECURE PLASHING TO EXTEND ONTO PIPE /.,1 SYSTEM (INSTALLED PER PIPE/ WIRE TO FRAMING THROUGH OUG NU NT 6 M UP. SPECS.) 4"x4" SELF -ADHERING MEMBRANE THROUGH CONTROL MIN w. FLASHING OVER APPROVED JOINTS BUT SHALL � t= saT� w ..��« eu�..: a�� , >5 ��, ,,;� � 3 °.,, a, , a,v^Tra BE STOPPED AND \ HOUSE WRAP. TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING I^ MIN LAT14 PLASHING TO EXTEND ONTO PIPE PER ASTM CI063 i.10.I.4 LAP, 4' OVER / PLACED PLAT MAX. 6' TO S' AP E R LAP ALL LAP' GONT. BEAD aF SEALANT PROM CONTROL JOINT WHEN I ' CONTROL JOINT PALLS ON NOTE: RS \ % STRUCTURAL SCUD SCALE: I I/2'=1'-®" INFILTRATION BARRIER OVER I. FASTENEFOR LATH TO BE NAILS OR INSTALL APPROVED HOUSEWRAP AIR '�. --� STAPLES IN COMPLIANCE W/ ASTM C1063 I 2. WIRE TIES TO BE (NO. IS) 0.0415' WIRE / SHEATHING` 3. BLOCKING SHOWN MAY BE IN ADDITI�4 \ TO WALL STUDS REQUIRED PER PLAN / I EL - NNISH (S COATING OVER STUCCO/ G.V. FINISH (SEE TT'P WALL SECTION) i VERTICAL LATH � & PAPER DETAIL r WOOD STUDS SECTION PER FBC R703.6.1 Ix� Exterior lathing and plastering NOTE;SHEATHING Exterior use of portland cement plaster OR TA6' TIP SHEATHING SYSTEM "y shall comply with the application SIDE LAPS OF METAL (INSTALLED PER MANUK SPECS.) requirements of ASTM C 926-12A, PLASTER BASES SHALL r NOTE: BE SECURED TO BUILDING 6° MIN.Installation of exte or lathing and framing „ „ FRAMING MEMBERS. PAPER LAP IF ZIP 51-4EATI-41NCs SYSTEM IS shall comply with ASTM C 106312A. j� M TYPE CONTROL JOINT THETWEENY SHALL 5EESUPPO�S INSTALLED, PLEASE SEE MANUFACTURERS WITH 021475-IN (ICI-MMJ STUCCO ' LAP e ! A IF WIRE At INTERVALS NOT LAP PAPER INSTALLATION PROCEDURES MORE THAN 3' (223-MM). AS PER ASTM GI063 O 1. FOLD NWAIRP • PT. A 2 1. FOLD INWARD . PT. A Tall. O a GREASE . Pr. B NOTE: �� FOR REPAIR S TEARS (D��'ITF':"E N ATfO1�1 D TAIL ® KICKOUT IN RS LAYERF TEARS HORIZONTAL LATH DETAIL, MAY BE PATCHED & PAPER DETAIL W/PPER M E WRAP TAPE ^ ' PER MANUP. SPEC. OR FOLD PEEL 4 STICK 77 ® 1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR OL FOLD INWARD . ® 1. FOLD NUIARD • PT. A WOOD SHEATH INCH Pr. A 2.01MAW • PT. B WRB LAYER 01, . GREASE • Pr.13 3. CREA6E • Pi. C 9. CREAM• Pr. G STUCCO WRAP 3 4. FOLD PT. G OVER PT. B TILL PT. C TOUG466 BorrOM FLANGE ® 8" THICK, 3 COAT CEMENT PLASTER *P=WATtw'R lie METAL LATH LEGEND LAP WRB 4 TAPE OVER ROOF/WALL SCREED DRAINAGE FLAN CUJ 5MOTTCM TIGHTJ�11, V4fGG0 UJ��`1�� NOTE: SEAL. FOLD, DQ IF ZIP SHEATHING SYSTEM 15 N�cuT. Z 511X5" "L" TYPE CONTINUOUS INSTALLED, PLEASE SEE Y: GALV. METAL FLASHING U 5 LANT� fR 2 (FOfRT IF I B 1R — — — — — — MANUFACTURERS z (NAIL TO R001= DECK, NOT 5 U I L) I NG INSTALLATION PROCEDURES P *HICK 3 COAT c�1MENT PLASTER WALL SHEATHING) WRB LAYER N2, FORTIRIBER = Bt11LDNG PAPER CAP SHINGLE - DO NOT NAIL, M TAL L ATI4 X X X X WRB LAYER M, INSTALL WITH ROOF CEMENT • STUCCO WRAP LAP LAYI=R$ OF WILDNG WRAP STUCCO OVER ING NAILFLANGE, $TOP 'wr wRBts 114° ABOVE q, 81a1 :: ROOr CEMENT " SHINGLE ROOFING WOOD Ji4 ATHIN� 6wwaLr�A$uING E OR �/10" ZIP 5HEATHING SYSTEM K1GI�TM-464NGr$EE �� (IN5TAl_l_ED PER I"tANUI=. SPEC5.) [DETAIL) - SELFADS SIV FL,A5HING NOTE: ------ ;; \ IF ZIP SHEATHING SYSTEM 15 NOTE: =` INSTALLED, PLEASE SEE } MANUFACTURERS r-'f TAL L,4T�4: T1-� TO i= EfR FELL WDERLAYMENT — WATk-R tKsFl7 SEAL (REND OR INSTALLATION PROCEDURES t44 "TALL KIGKOJT ALDER DO NOT / $HNGLE ROOFNG Q1�O FLABNG AT BOTTOM OF ROOF 1 AALL NTER$ECTION6 ICE IR 5Q. ~r',�i�D C UT I I T Oil NOl"I INA1� DRIP EDCaE' OVERLAP 3' EXTEND 141 BELOW f D $4lEAT14NG, MECHANICALLY FASCIA WRAP 1 4 OE 5 NOT 1„I E T 5 F E G I F I G 7'°,/� �, T I ON 5 FASTEN 4' O.G. MAX ! ! L)) FLASHING - ARCHITECTS .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 N h W U W S. 0 F 4 [E,4 IStmnrv. as LOT: CREEKSIDE LOT #129 PROJECT# 04321.000 MODE14 4EAB "1672-ARIA" 1 GARAGE 81ING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AUG 18 (n� 08/08/17) 334Z/A=: 1/4"=1'-0" 1 NOTE` INSTALL ro' SELF -ADHERING IF ZIP SHEATHING SYSTEM IS MEMBRANE FLASHING OVER STUCCO INSTALLED, PLEASE SEE TOP, SIDE(S) AND BOTTOM FINISH MANUFACTURERS FLANGES OF NON -MOVABLE INSTALLATION PROCEDURES FRAME OF THE EXHAUST.ff\"F 6" SELF ADHESIVE WOOD CONSTRUCTION SEQUENCE OF FLASHING TO BE: OVER TOP E SIDES T/Ih" ZIP SHEATHING SYSTEM 1/16' ZIP SHEATHING SYSTEM I. BOTTOM, 2. SIDES, 3. TOP (INSTALLED PER MANUF. SPECS.) OR (INSTALLED PER MANUF. SPECS.) OR X VENT CAP IS TO BE SET IN BED SELF WOOD SHEATHINGWOOD SHEATHING OF SEALANT At TOP AND FLASHING LAYER STUCCOX SIDES ONLY. SEALANT IS TO BE UNIT WRP� LAYER #I, TOOLED SO AS TO DEFLECT STUCCO WRAP WATER AWAY FRO INtS. BUILDING PAPER WRB LAYER 02, FORTIP15ER E-Z BEAD ALL OUN PREMANUF. DRYER V1=Nt-APP A Nt LL VENT GAP (SET IN METAL LATH ' x l JOINTS TV oNS CONT. SEALANT) W Y ORTIFIBER WOOD -I/8. TEXTURED r�" U ER^FINISµ ® WOOD AP SE N AT PERIMETER OF CONSTRUCTION, FASTEN To WOOD STRUCTURAL BACKER ROD ? N - A FRAME AND STUCCO ON ALL IDES, Y¢" CAULKING a JOINT SEALANT m ` MEMBER a i' O.G. MAX LL uND TOP E SIDES ; ! T" HICK, 3 COAT CEMENT S' a�rU S R FBC R703.6.1 I PLASTER WE 'EP 5CREEMIDDALL Exterior lathing and plastering BACKER ROD I Exterior use of portland cement plaster T " �Q shall comply with the application DRYER VENT (BLOCK) /8 TO ys MID -WALL _ � 1 - E , WEEP SCREED � I requirements of ASTM C 926-12A. 6" WIDE SCRIP SELF Installation of exterior lathing and framing ADHESIVE FLASHING, CLEAN MASONRY BEFORIE APPLYING X shall comply with ASTM C 1063-12A. 6° SELF-ADHESIVE FLASH(NCz X OVERTExtuiD WRB LAYER 01, i i FINISµ m MASONRY - STUCCO WRAP ; X WHOODED VENT T QUICK ER OOD FRAMED J" THICK, 3 COAT CEMENT FLASH" I— — — —1 WALL HORIZONTAL WEEP SCREED PLASTER — - (FRAME TO BLOCK) METAL LATH _ __ HORIZONTAL WEEP SCREED WRB LAYER 02, FORTIF15ER PALL THROUGH ' FRAME TO FRAME)NOTE: BUILDING PAPER NOTE: IF ZIP SHEATHING SYSTEM IS Woop SHEATHING IF ZIP SHEATHING SYSTEM IS INSTALLED, INSTALLED, PLEASE SEE PLEASE SEE MANUFACTURERS MANUFACTURERS (� DRYER VENT ( FRAME) INSTALLATION PROCEDURES INSTALLATION PROCEDURES V got SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) all OR IAV ZIP SNEATPING SYSTEM / � (WALLED PER MANUF. SPECS.) BUILDING PAPER WOOD SHEATHING UNDER "QUICK FLASH" — RB LAYER "I, NOTE: WR5 LAYER 01, GUT OPENING IN STUCCO WRAP STUCCO WRAP Ifi ZIP SHEATHING SYSTEM IS APPROVED HOUSEWRAP AC WRB LAYER 02, FORTIFIBER INSTALLED, PLEASE SEE FOR BOX INSTALLATION BUILDING PAPER MANUFACTURERS WOOD INSTALLATION PROCEDURES GONSTUCTION „' 1 GUT IIXII INTO A VENT PENETRATION WRB LAYER 01, � SELF -ADHERING YX� STUCCO WRAP MEMBRANE FLASHING ME FAL H SCALE: N.T.S. e' cMu v L AS B APPLY SELF -ADHERING 6 Is AND — 1 WOOD SHEATHING OVER MEM5RBAOX AND OIVENG R Xe' MID -WALL APPROVED WRB LAYER P SCREED wl 5T f '*1 5T E F2 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYIWa APPROVED HOUSEWRA z tILASHING PBELOW WRB LAYER wl, STUCCO WRAP ELEC. METER FIELD 1 STONE VENEER VERIFY LOCATION ELEC. METER FIELD N_ OVER SCRATCH GOAT VERIFY LOCATION CUT SUCH THAT APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE "D' FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING APPLY STUCCO SCRATCH COAT to EDGE FLASHING OVER 7C HORIZONTAL WEEP SCREED AND ONE (1) LAYER OF PAINT W/STONE VENEER PRIOR TO INSTALLING ELEC. HOUSERAP (FRAME TO BLOCK) METER WRE3 LAYER 02, FORTIFIBER wi�IRiGi© PoL�rMERIc �T �T� ING PAPER LEGENLEGEND ISOCYANOTE-POLYBLEND FOAM D ("GREAT STUFF" OR SIMILAR) DRAINAGE PLANE (WRB APPLY A SILICON BASE SEALANT AT POINT LAYER #I, STUCCO WRAP) THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD WR5 LAYER #2 (FORTIPIBER - - - - - OVER GRADE II " MIN {111 SUILDINC; PAPER) AREA TO RECEIVE FELL-PRO/VIDE STUCCO SCRATCH COAT SEALANT At ALL METAL LATH x—x—x—x E 1 COAT OF PAINT W/BAGIG- JOINTS AND ROLL PRIOR TO INTERSECTIONS STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. •o-o-o-o O .O.O.O O .o o• O• •o O O• •O O• 4- •O •O O• O• •O •O q. O .o•o•o•o WOOD 5HEATHIN6; 11111141111ZIIIA METER CAN OR METER CAN OR rt/IFa" ZIP SHEATHING SYSTEM COMBO OR METER CAN AND (INSTALLED PER MANUF. SPECS.) DISCONNECT SELF-ADHESIVE FLASI-IIN6; — — — — — &TE F 5T F ro NOTE: METAL LATH: LATH TO SE PER 1=8� ELECTRICAL CONDUIT � ELECTRICAL RECEPTACLE R103.6.1 / ASTM C-841-09, MIN. 2.F5LBS. 8 PENETRATION PER SCQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPF-CIFICATONS) ARC 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 w W 0 F 0. v w Q q Maw evsa=v. as LOT: CREEKSIDE LOT #129 PROJECT# 04321.000 MODELr 4EAB 1672— ARIA" GARAGE OVaNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AUG 1 08/08/17 8C :1/4"=1'-0" 8IEET EXT. WOOD FRAMED COLUMN SHEATHING WOOD SHEATHING WALL WRB LAYER 01, ;WEATHER RESISTIVE STUCCO WRAP SUB -FLOOR DECKING BARRIER +h WRB LAYER "2, FORTIFIBER FINISH LAYER !2 LAYER 3" X 3' 26 GA GALV. WEATHER RESISTIVE WOOD BUILDING PAPER PRE-ENG'D TRUSS PEEL < STICK) METAL DRIP EDGE BARRIER �"2 CONSTRUCTION BU ___ SET IN FULL BED OF TRICK, 3 COAT CEMENT WEATHER RESISTIVE _ 5EALAIIIIi MIN. / 6" SAP. I%' HAT CHANNEL PLASTER BARRIER M S" PEEL < W/$/e° TYPE 'X' DRYWALL STICK DRIP SPACE FROM DRIP jr PEEL < St �GK 6" SAP. P P SCREED WEATHER RESISTIVE EDGE t0 FACE to tREX / I Ns°x3" 'L' FLASHINGz TO S T ING H WEEP SCREED BARRIER 02 DECK FULLY EMBEDDED ' THICK, 3 COAT CEMENT V RIES I IN ROOF CEMENT 061 IN PLASTER •• WOOD SHEATHING 5 ME, AL DRIP EDGE V. Ya GAP FOR BACKER WRB LAYER wl, ; �`� / �\ METAL LATH I i ROD SEALANT ya" GAP FOR BACKER SET IN FULL BED OF STUCCO WRAP ' `� WOOD SHEATHING WOOD (TREX)FRILLER, MULACED SEALANi MIN. SPACE FROM DRIP VINYL CASING BEAD ROD e SEALANT THICK, 3 GOAT CEMENT CONTINUOUS FACE TO TREX WEATHER RESISTIVE t PLASTER �� 6' SELF-ADHEREING WATER PROOFING let ,\\ WEA R SISTIVE VINYL CASING BEAD ' BARRIER wl AM66-WFWC-78P CUST SING -A _ �� ` FLASHING WRAPPED LAYER (2 LAYER PEEL 4 R "I W RESISTIVE I , `�.� m TOP OF WEEP SCREED —EXTERIOR GRADE I.. DRY WALL SLICK) WRAPPED FROM �,.�- ATH 51STIVE WATER PROOFING let ' r RIE "2 TO SHEATHING BELOW BALCONY DECK to ! XT I COLUMN WRB LAYER "I, "THICK 3 GOAT CEMENT AO° '»^'IT R I "2 4 STICK) (2 LAYER PEEL 0/4° POSITIVE DRAIN CANTILEVER , °r'^`rT 4 $TICK) aa� N SHEATHING Ix:. �� STUCCO WRAP WEEP SCREED PLASTER ro" PEEL 4 STICK 6 E MEMBRANE VINYL CORNER BEAD DRIP EDGE T, DECK 6' Si END OVER DRIP PEEL 4 STIG WRB LAYER M2, FORTIFIBER NO GAP IN FIELD VINYL CASING BEAD SUB FLOOR t EDGE I Ni'x3' "L" FLASHING BUILDING PAPER ° ;I FULLY EMBEDDED IN i (SHOWN FOR CLARIFICATION OF ®® 3 X 3 26 GA. GALV. SUB FLOOR -- -- --- 1 SEPARATE ACCESSORIES ONLY) METAL DRIP EDGE ROOF CEMENT ------------- -1 -- _ j SET IN FULL BED OF O 6° SELF-ADHEREING ISEALANT,X, MIN. METAL2 DRIP EDG(=LV. i FLASHING WRAPPED I kt X1 -/a .T. R SI ATEDSPACE FROM DRIP SET IN FULL BED OF / WO ! REX) ILL R °XI T. OR SIMULATED WRB LAYER "1, i a CORNER OF CANTILEVER It17- FACE TO TREX ON N 5 SEALANT,' MIN. STUCCO WRAP ' 4' POSITIVE DRAIN VINYL CASING BEAD OD IR3:X)FILLER, AMIGO AM6fo-WFWC-780 ��.� 1 : WEEP SCREED FOR BACKER NTINUOUS SPACE FROM DRIP CUSTOM CASING BEAD D 4 SEALANT WATER PROOFING let /FACE t0 TREX LAYER (2 LAYER PEEL 4 Yi GAP FOR BE VINYL CASING BEAD FI SH LAYER (2 LAYER SLICK) WRAPPED FROM OPT• BACKER ROD. PEEL 4 STICK) MODIFIED 90 6 WATER PROOFING let 3/4 RESILIENT T BALCONY DECK t0 LATER !2 LAYER PEEL 4 STICK) i NO GAP IN FIELD 1 O HAT CHANNEL CANTILEVER 3/4 RESILIENT BALGONWRADECK O FROM (SHOWN FOR CLARIFICATION OF NOTE: VINYL SI CANG BEAD s THICK, 3 GOAT CEMENT HAT CHANNEL SEPARATE ACCESSORIES ONLY) IF ZIP 51-41=ATHING SYSTEM 15 E D PLASTER VINYL CASING BEAD I S CANTILEVER INSTALLED, PLEASE SEE METAL LATH _ �' THICK, 3 COAT CEMENT CASING BEAD MANUI=ACTURER5 5/6' TYPE "x° DRYWALL WOOD SHEATHING lUltEX7 PLASTER 10A DTL. ® CANT. INSTALLATION PROCEDURES ��{ E N W/IEXtURED < PAINTED WEATHER RESISTIVE 5/8" TYPE "X" DRYWALL METAL LATH SCALE: I I/2'=I'-0" II II �L �1 FINISH BARRIER el URED 4 PAINTED WEATHER RESISTIVE FINISH WOOD SHEATHING J" THICK, 3 COAT CEMENT 4B"ARRIE #2 DRAIN 4' POSITIVE DRAIN PLASTER THICK, 3 COAT CEMENT WEEP SCREED DRAINAGE PLANE (WRB VINYL CORNER BEAD WEEP SCREED PLASTER 0 GAP IN ELD �lOTF-- # VINYL CORNER BEAD (SHOWN FOR IG ARINCATION OF /� LAYER 1/ 5TUGG0 LURAP) VINYL CASING BEAD NO GAP IN HELD 1 IETAL LAT+4: LATH TO 5E 1F�tE IR r-5Ci (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY ASTM C:-84-1-09/ 1N. 2.E� L55. LURE LA -I #2 (FORTIFIBER — — — — — SEPARATE ACCESSORIES ONLY) PER SQ. YAfi�D CUTILIT`t' OR NOl"II1�lAL 5UILDINC� PAPER) BALCONY DRIP BALCONY DRIP 0 EDGE INSTALLATION 11C EDGE INSTALLATION Ca)COLUMN LATH DOES NOT 1" IEET 5PEC IFICATIONS) 1 IETAL LAT+ 4 x x x x (WJ"L" FLASHING) SCALE: NITS WooD ctION STUCCO WOOD SIHEATHING NOTE: NOTE- IF ZIP SHEAt ING SY E 15 as ne ZIP SHEATHIN[d ereTEM I (INSTALLED PER MANIIk. SPEGSJ IF ZIP SHEATHING SYSTEM IS INSTALLED, P EASE INSTALLED, PLEASE SEE MANUFACTU RS tH R ISTIVE 2x FRAMING MEMBER WRB LAYER el, MANUFACTURERS INSTALLATION PROLE RES I UJOOD 54EAT+INC STUCCO WRAP x;I 3/4 RESILIENT HER RESISTIVE INSTALLATION PROCEDURES HAT CHANNEL BARRIER "2" THICK, 3 COAT CEMENT WOOD SHEATHINCz 5ELF-ADi14E5IVE FLASik+ING - - - - PLASTER WRB LAYER 02, FORTIFIBER VINYL CASING BEAD = T: ° THICK, 3 COAT CEMENT CORNER BEAp BUILDINGx PAPER PLASTER 2 /2 " '>1' R P 1=ASTENED TO SHEATHING WRB !-AYE 5/S" TYPE 'X" ALL METAL LATH METAL LATHH ; , STUCCO WRA a 1" O.C. MAX. W!1 EXtU PAI WOO SH AT14ING ac- x. x X�x--x-- FIN[ aRi ziP n-uN�ereTt l ' THICK, 3 COAT CEMENT [ x I WRB LAYER 02, ORTIFIBER ( ) 2x1�2 HE R \ PLASTER BUILDING PAPER HI AT CEMENT I • ' � si ' I: WRB LAYER 01, 6"SELI=-ADHERINCz METAL LATH 4' POSITIVE DRAIN VINYL GOf2f�l3=R BEAD WEEP SCREED I a STUCCO WRAP FLASHING ; \y L � x WOOD SHE =I ''•� JEXPLODED THICK, 3 COAT CEMENT VINYL CASING BEAD NO GAP IN FIELD i' CLAVimwRITY) FOR PLAST (SHOWN FOR CLARIFICATION OF I ' 'I CLARITY) SEPARATE ACCESSORIES ONLY) METAL LATH DRIP CAP e� * RIP EDGE DWRB LAYER 2, FORTIFIBER ..�? 11 D INSTALLATION BUILDING PAPER WINDOW FLANGE NOTE: CORNER JL7 E A D A M E WRB L ER "1, IF ZIP SHE HIND S 5 EM IS WOOD GONSTRJCITON i¶ STUGC W P ' L INSTALLED, PLEA S E MANUFAGTU RERS 21/211 / q ' INSTALLATION PRO URES wEA' ER RESISTIVE " BARRIER E CORNER BEAD AYE FORTIFIBER , wEA- ER RESISTIVE (FASTENER t SPACING I" O.G.) U)ILNG PAPER ! a%<' BARiIER "2 _ ETAL LATH` , VINYL CASING BEAD: THICK, 3 GOAT CEMENT cv THICK, 3 GOAT CEMENT , PLASTER PLASTER 5/9, TYPE "X' DRYWALL METAI LATH W/TEXTURED 4 PAINTED erstEM (o"SELI=-ADHERING ' ' I FINISH ' THICK, 3 GOAT CEMENT I sdA* r- . $� GMU FLASHING f PLASTER THICK, 3 GOAT CEMENT DRIP CAP VINYL :ORP. 4' VINYL CORNER BEAD POSITIVE DRAIN PLASTER APPLIED WEEP $:REED DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIEJ (SHOWN FOR CARIFICATION OF OEPARATE AC(ESSORIES ONLY) 14 B CORNER BEAD Cab B LO C ][ 15 B CASING BEAD CO) WINDOW 11EDRIP EDGE IN`STALLAIION (]FRAME, NO BAN ARCHITECTS OF %A1 VUI.J 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 ti. 0 F 0. U W Q h q SU'8DM de LOT: CREEKSIDE LOT #129 PROJECT i 04321.000 MODS 4EAB "1672-ARIA" GARAGE 9111ING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AUG 1 D 08/08/17 f3 ALE:1/4"=1'-0" BKEET NOTE: IF ZIPSHEATHING SYSTEM IS `_--------------------------------------------------- INSTALLED, PLEASE SEE Y4 GaP TYP " tHfCK, 3 GOAT CEMENT "' HICK, 3 COAT CEMENT WOOD 5HEATHINC: casiNG BEAD P R MANUFACTURERS To TRIM TAL ATH SEALANT PLASTER ; I INSTALLATION PROCEDURES 1X TRIM MEMBER ; METAL LATH \�\ WRB LAYER 11, > a STUCCO TO i STUCCO WRAP WOOD S51DING TRANSITION LAYER 02, r-ORTrIBERSHEATHINGUILDING PAPER ' ' I SIDING WOOD SHEATHING WRB LAYER "2, I=ORTIP BER BUILDING PAPER; ' WRB LATER #I I m 91inuAwwmml,Yufiwipg lwmnnmll n' ,uN:M.AuYmw.mni WINDOW FRAME ♦_/ STUCCOWRAP ................................................... --------------------- ------------- ---- WRB LAYER 02, FORTIFIBER METAL LATH ' I BUILDING PAPER ' " THICK, 3 COAT CEMENT WRB LATER #2, FORTF15ER s�c WRB LAYER *I, 1000, / PLASTER BUILDING PAPER stucco WRAP_ A VINYL CASING .. ! (W/3/8" FLEXIBLE PVC BACKER ROD) KI , — CASING BEAD .... ....................... ..... _ 6 SELF -ADHERING _ \ 1 METAL LATH FLASHING 5 -� THI 3 COAT CEMENT roSELF-ADHEREING I s FLASHING OR PEEL STICK VINYL ANGLED 'JEXPLODED , CASING BEAD I ; . CLARITY)) VIEW FOR P E SIDING TO STUCCO I — WRB LAYER *1, STUCCO WRAP, WRAPPED AROUND FRAMING 1 CASING BEAD — MEMBER ".I `�- I 6" SELF ADHESIVE FLASHING DRIP GAP - ^� (CROSS SECTION) WINDOW FLANGE WR5 LAYS 2X FRAMING WOOD SHEATHING 1 5 UCCO WRA a NYL ANGLE WOOD CONSTRUCTION 1 BEYONp ` MEMBER DETAIL ]BELOW EXPLODED G ING AD '` FOR CLARITY ir ' WOOD SHEATHING I \\ WRB LAYER #2, I=ORTIFIBER ' ' WEATHER RESISTrVE I _ i HARRIER M BUILDING PAPER ! } 6A IERRRESISTIVE ./ \ METAL LATP LAP SIDING I �// \ FLASHING DHERING r„__^------------------------------------------------------------------------------------------------., " tl-41CK, GOAT CEM�Nt �i i FLAGS IiHGSDI�ERING ! I a WEATHER RESISTIVE y4" �A� TYP $ tI-41CK, 3 COAT CEMENT PLASTER ; � r BARRIER M CASING BEAC7 PLASTER WEATHER RESISTIVE 6 "SELF-API-IERING` ;a ,; ,J i STARTER STRIP / �\ HARRIER n ; SEALANT TO UJIND�UJ METAL LATH FLA5HINCs DO NOt CAULK O I I \ o/ 6" SELF -ADHERING i� AL O NIN — 1 / FLASHING , I 1 ;\ ' ZALA AL T'�FL SHIINGTAL LA ER "2, FORTIFIBER DRIP CIF' ��. DO NOT CAULK OR UIL G PAPER -' I MULATED SEAL OPENING WINDOW FRAME WINDOW FLANGE u MEMHER OOD SHEATHING CASINGOT CASING ]BEAD WINDOW 5EA6 \ ; / Iuv'oo ' SIMULATEDIM I ° ^ ( FRAME W/BAND) 1 r SEAL GAP W/GAULKING m0l- s E< J� / OR APPROVED SEALANT ' \ STUCCO CASING I / SIDING TO STUCCO WRB LAYER 01, Ca) BLOCK TO FRAME stucco WRAP FOZIP SHEATHING SYSTEM IS TRANSITION WOOD SHEATHING 19 I INSTALLED, PLEASE SEE (o" WIDE PEEL E STICK MANUFACTURERS OVER FLANGE INSTALLATION PROCE VURES WINDOW FLANGE \ METAL LATH NOTE: E-Z BEAD VINYL CASING METAL LATH: LATH TO BE PER 1=5G I (W/3/5" FLEXIBLE PVC BACKER ROD) I R-1m3.6.1 / ASTI" I C-847-Oc3 MIN. 2.S LBS. I 2X FRAMING WRB LAYER #1, MEMBER PER SQ. YARD (UTILIT •APPLY FULL BED OF SEALANT BETWEEN STUCCO WRAP 1.000D S�I�AT�IfNC� Y OR NOMINAL LAtI-I DOES NOT MEET SPEC 11=1CAtfONS) BUILDING FLANGE 4 BUILDING WRAP % WRB LAYER #2, FORTIF1BER • WRAP BUILDING PAPER I WOOD CONSTRUCTION J III------------------------------------------------------------------------------------------------ ! 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ABOVE TOP goTRIM MEMHER OF 7' FLASHING VINY I - IY<' X 6' SIMULATED DRAINAGE PLANE (WRB (W/%' FLEXIBLE P \ / , WOOD TRIM MEMBER LAYER #I, STUCCO WRAP) HACKER ROD) \ / - SELF -ADHERING FLASHING DHERING \ I I FLASHING WRB LAYER 02 (FORTIF15ER Ye' THICK 3 COAT \, SEAL GAP W/CAULKING — — CEMENT PLASTER \ OR APPROVED SEALANT BUILDING PAPER) WEATHER RESISTIVE WEATHER RESISTIVE HARRIER HARRIER v METAL LATH X—X—X—X U;EATHER RESISTIVE E-Z BEAD VINYL CASING CASING BEAD � RAISED BARRIER #2 (W/%' FLEXIBLE PVC HACKER ROD) STUCCO ]BAND (FRAME) SIDING TO STUCCO WEATHER RESISTIVE 17 fl HARRIER 02 x SCALE: 1 1/2'=1'-m' 0 FRAME TO FRAME WOOD SHEATHING OR 7/16" ZIP SHEATHING SYSTEM TRANSITION (INSTALLED PER MANUE. SPECS.) 19 SELF-ADHESIVE FLASHING — — — A R C H IT EC T S d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 I r w w U w 0 0. y q F A ti ®VHDI'V. a LOT: CREEKSIDE LOT #129 PROxmCT# 04321.000 MODElu 4EAB "1672- ARIA" GARAGE gVrMWG.- RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C CUT HOUSEURZ AT 45' ANGLE MODIFIED -I- CUT IN HOUSEWRAP LINE OF L OPENIN6; APPROVED HOU6EUIRAP OVER 614EATL NG OVER WD STUD WALL STEP 1 INSTALL 6' SELF-ADHI FLASHING NAILING FL JAMBS EXTEND FL i' BELOW f FLEXIBLE DO NOT SI FM TEMPORARILY FOLD -UP : SEC FIOUSEWRAP' (OI TUCK FLAP UND at HEAD FOLD HOUSEUR IN AT JAM56 t SLOPE SILL R 1= ALIGN FLASHING W/ INT. EDGE CF 81LL R.O. MECHANICALLY FASTEN FANNED EDGES.(GAP NAILS, STAPLES) INSTALL DUPONT FLEXWR.AP AS TI- FLASHING AT THE 'PLY %- NOM.— KTIN1OUS BEAD SEALANT AT `1B6 AND HEAD of 'PLY TO BACK OF IDOW NAILING MIGE IN LINE W/ IE-PUNCHED ILES OR SLOTS. S T E V 4 FOLD DOWN DIAGC ACRO WINDC JIDE ADHESIVE :XIBLE FLASHIN VER DRIP CAP 'ECTO-MAP EQUI V) WINDOW FLASHING INSTALLATION DETAILS 2 (FULL WRAP) NOTE: F LF eHEATHING; &SST le INSTALL / FfROGEDL�fREe INf PL An MI WR INf Y AN5 NG DN't NOTEs L IT IS THE CONTACTORS RE6PONSIOILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING I-IOUSEWRAP, SEALANTS < SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS MITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. N AND SEAL JAMS TO SILL JOINTS WITH IlSS FOLLOWING: COMPLETION OF RIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL SE IMPLEM£NTI=D AT ALL WINDOWS WITH 1=VIDENCE OP WATER INTRUSION BELOW THE WINDOW OPENING: NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H IT EC T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 WCaq U W �o F D3 W A F A C: IStJHDIV. de LOT: CREEKSIDE LOT #129 PROJECT# 04321.000 MODEL: 4EAB "1672—ARIA" GARAGE 91ri G: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C ARCHITECT STATE OF FLORIDA AUG 18 'ra ` 08/08/17 :_ 33 ALE:1/4"=ls-0" silmET 2x& SUB-BANt) W/1 "x4" NOTCH a END, WRAPPED IN izFEL 4 STICK DRIP EDGE 7/8$" TEXTURED FINISH a WOOD %' TEXTURED FINISH a CMU I\ I\ I\ A \ I \ 1 \ METAL FASCIA \ WRAP Ys" FROM \ STUCCO, 1" FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRRAME OR CMU) \ NOTE: NOTCH FOR 2X6 SUB BAND ONLY � ELEVAiION \ METAL FASCIA WRAP 2X6 SUS BAND \ 1/8" TEXTURED FINISH o WOOD METAL LATH SHEATHING WRB LAYER 01, l STUCCO WRAF' WRB LAYER 02, FORTIFIBER 15UILDING PAPER c�)t ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) \ DRIP EDGE, I" OFF WALL 7 NOT INTO STUCCO) 3-GOAT PLASTER i 2x6 SUB -BAND W/I"x4" NOTCH a 'ft� END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROGEDURES PRE-ENG'D TRUSS TO BE GUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -o0 SCABBED TO TRUSS W/126 NAILS oil -a" O.G. MAX. 2x SUB -BAND W/ly"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL Ca) WALL SUB BAND DETAIL @ WALL W/KICK—OUT FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y/." ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I�"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK 'ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. /V4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I�"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY ARCHITECT I 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w U W 0 F 0 w a h a otmDIV. a LOT: CREEKSIDE LOT #129 PROJECT# 04321.000 MODE=e 4EAB 1672— ARIA" GARAGE SWMG: RIGHT PAGE: WALL ASSEMBLY ]DETAILS: SUB —BAND 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AUG 1 aA • 08/08/17 SG ..1/4"=1'-0" i va