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HomeMy WebLinkAbout6712 Wagon Trail St• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 1_ PLAN REVIEW 99 1672-ARIA99 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS • FLORIDA BUILDING CODE, RESIDENTIAL, AB' ABOVE LAY LAVATORY 5TH EDITION (2014) A/C AIR CONDITIONING LUM. LUMINOUS • ALL LOCAL AND STATE CODES ABLY. ATE M.C.BLE MMAN �ACTUW AMP. AMPERAGE MIN. MINIMUM . - RESIDENTIAL, GROUP R3 HD. BOARD Mm. MOUNTED :CONSTRUCTION TYPE - VB CAB CAB. CENTER tE+E CABINET N.rs. .T . NOTMETT NOT m SCALE • MIN. INTERIOR FINISH - CLASS B cLG. CEIILNG D.C. ON CENTER •BASIC WIND SPEED - Vuit=150 MPH MR CLEAR PL PROPERTY LINE Vasd=116 MPH CONc. CPT. CONCRETE CARPET P.B PH. PUSH BUTTON PHONE • EXPOSURE - B C.T. CERAMIC THE PLY. PLATE •1-STORY RESIDENCE - D. DRYER PLYWD. PLYWOOD -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL DILL D.G. DOUBLE DUAL CIATdiD PR P.Y. PAIL PR63TOR6 TREATED AND STATE CODES DIA DIAMETER R RISER DIN. DnMON BAD. RABBIS DLSP DLQPOBQ RA.G. RETURN AIR GRID. DP. DEEP REP. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL DETAIL 31. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. ELEYA. EACH ELEVATION sm. SIRING. SIM SHUrMG SQ.FT. CALC.'S EQ. KSH. EQUAL ERHAUST seen. SOT. SHOVE MAR W. ERERIOR SL, SLIDING LIVING CR 1612 S. FT. F.G./F% . FETED GLASS HL GL SUDING Gum GARAGE 432 SQ. FT. F.G. FILE, GAS sm. STANDARD FIN. FINISH SWS SHEAR WALL ENTRY 38 SQ. FT. FIR. FLUOR SECTION LANAI S6 SQ. FT, FLUOR.FLUORESCENTENY SC SOLID CON TOTAL 2238 SQ. FT, FR. DR FRENCH DOOR TELL. THE. TEMPER GL.AM THICK PTO CA FOOTING GAUGE T.O.C. TOP OF CURB GAR GAUGE LO.P. TOP OF PLATE GAR DIV. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F1. GROUND -FAULT CIRCUIT TYP• TYPICAL INTERRUPTER UJI.O. DRUM NOTED GL GLASS OTHOMM GYP. BD. GYPSUM BOARD VP. VAPOR PROOF H.B. ROSE RIB 1. WASHER H.C. HOLLOW CORE W/ WITH HDR HEADER VD. WOOD HOT. OR BY HEM Ale. WINDOW Rm INSULATION W/H WATER HEATER INT. DITERIOR 11. THOUGHT am REVISIONS REV. I DATE DESCRIPTION ALL VvORI< SHALL +%C11V1 CODES FLOR10A BUILDING VVI TH NATIONAL EC CODES RILING AND THE C1TF OFCO®Er ORDINANCES''I�HILLS SHEET # REVIEW DATE CITY OF ZEPHYRHJ�LS PLAN EXAMINER IIi �z3e� 90 T-44, 2-40 INDEX OF DRA DESCRIPTION PG CI -COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN PG IB-LINTEL SCHEDULE PG IB.l-LINTEL LOADS PG 2 -FLOOR PLAN PG 3D-ELEVATION "D" PG 4D-FRAMING PLAN ELEVATION "D" PG 4.1-CONNECTOR SCHEDULE PG 5-ELECTRICAL PLAN PG 6-MECHANICAL PLAN PG Dl-FOUNDATION DETAILS/SECTIONS PG D2-MISC. DETAILS PG D3-1-STORY WALL SECTIONS & NOTES PG D4-2-STORY WALL SECTIONS PG D5-MISC. DETAILS PG D6-PRODUCT APPROVAL LISTING PG VA1-VALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WAIL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG 11A5-WALL ASSEMBLY DETAILS PG VA6-WALL ASSEMBLY DETAILS A R C N I T R C T E 6 GrouSL. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngroup.corn AA 4'. 0003325 F w y U 0 a y 0 x elu=rv. at L wr SILVERADO LOT 2 BLK 6 Fmom " 04128.000-00261 MODMU 4EAB "1672—ARIA" GARAGM S11TaQPJ: LEFT PALM: COVER PAGE 150 MPH Fff. B DATM r-pnngT 10/19/17 9CA1.W. 1/4"=1'-O" 2*1mw C1 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 ARE AS FOLLOWS; A FLOOR LIVE LOADS R3D1.5 fPSF1 I. SLEEPING ROOMS 30 11. ATTICS W/ STORAGE 20 BL ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 A. STAIRS 40 VIA. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301 A 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) IL CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH II. EXPOSURE CATEGORY B 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 ARCHITECTIENGINEER 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 ARCHITECTIENGINEER. 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 150 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 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 2D- INUTE FIRE -RATED DOORS AND MUST BE EQUIPPED Wl A SELF -CLOSING DEVICE PER R3025.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NOWMETALUC 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 R3026: 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 518 -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 M 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. S. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF Y- 0' BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12 SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AG 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 R4022. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 40. 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''/.'. 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 =1,100 PSI Fv =175 PSI E=1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 7 SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT NTH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R8021A OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSUREA OR 1/7 COX 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 518"CDX PLYWOOD. 618' 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 -CUPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10, FLOOR SHEATHING SHALL BE APA RATED 1i' 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 1l2 CDX PLYWOOD SHEATHING. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS4)NP_3ROU ND WHERE INDICATED ON 12 MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH b STRUCTURAL LUMBER SYP #2. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL MASONRY POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR RENEW. ALL CALCULATIONS 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED PROVISIONS OF TMS 4021 ACI 530 / ASCE 5. CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADPIT TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-11 b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF FYn =15DO PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-MZ STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/. INCH AND NOT MORE THAN'/. INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2 OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 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 HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16' ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 31841. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6' X 6"- W1 A X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 17. LOCATE WWF 7 FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3' B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER '/., D. BEAMS, COLUMNS: 1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 3' 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-M 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982 16, PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TP11-2D07 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 1 B ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON' STRONGTIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. T 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). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 1, WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,112' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la & ASTM-C106312a 3. LATH & ACCESORIES PER ASTM-G106311A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS ®� - CASING BEAD DETAILS -- DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTML1063 -I IA AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 117 GYPSUM BOARD. FBCR R3027. CONTROL DATE: 02/08117 A R C N I T E C T i Design GrouP-Ia 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774130T8 FAX: 407-7744078 www.abdeslgngroep.00m AA S: 0003325 w y w 0 0 mUDDIV. Sac LOT. SILVERADO LOT 2 BLK 6 PIiOJmCT#1 04128.000-00261 MOD=, 4EAB 1672- ARIA" GARGGm OWMG: LEFT PAGm: GENERAL NOTES 150 MPH EXP. B • a - K •p,■. m DPr?"UT 10/19/17 SCAUM 1/4"=1'-0" slc m r GN IJ KITCHEN 51WC W/ AUTO VENT 2' VJR. 2'�I� 2, I "t�r j I \ 11' I I2 11/2i / �I 1/2' 1 - 2 —1 1 A" I J n I WASHF 2' V TRk 2 —1 I I/2 11 cif 1 �I I/2' 2• I TUB I I I e LQ'Y V� I I �D/ TYP. O 3• 3' MA1N 4' PLUMBING RISER DIAGRAM v u 24'X24'XI2' CONC. PAD W/3-"5 BARB EAll. ON CHAIRS MIN. 3' COVER 4 14' DI SLABNIDIR' - g rSLAB 10 DI m � � I 4 1 ■ 0'-O' ELEv. I -3 1/2' I Dl FIN. CONC. SLAB pl DI I I .;p I I�� III --- — •I I E DI ■ TYP n r 4' GONG, RE IW. W/ Wxb' ■ WIAXWIA UWM ON 6-MIL POLY- 0 I ETHYLENE VAPOR RETARDER 7,0 (�`-� rat ON WELL -COMPACTED CLEAN I FILL TERMITE TREATMENT SHALL I v I e BE BORA-CARE ■ NLJI �� L I ■I I�1 WC 1 11 I' t�lJ r 1 CHASE II FORR E ELEC. TO e I u I v aa L o�J II ISLAND ■ II I II m 2'-2 I I .n m I ■ c0 / I I 0 jAV F _ ,l � I io 1 -!4 I I � 4' PVC II - - �i CHASE I 0 p { II LAY. r-��- EXTEND I LL1=3ft'It 9HUA2 PAN _ -_- _ i DI 4' GONC. * SLAB _ ii 51/2' • i—� ■ •o / 1 �' BOLLARD REQ. PER g I LAY. BLDG. CODE1��-�,,�I�� Le-- IkCONDAS EXTEND END CW J OF PVC. CCHAS LIPIC. PABOVE CONE 4 ■ I 2m,_82�_g�, 1 _11. all e I I EMEND SLAB 1 1/2' -3 1/2' B DI ■■ ■■� I a � ■ I I 3 4 6" I ■ �n EXTEND FTG. 1 UNDER WALL I I DI I T 1R• ENTRY COLS. ■ r ■ 0'-0• ELEV. (TrIN.CONC. SLAB 4' CONC. LSLAB L B DI � ■ ■ ■ ■ o ■ ■■ ■■ ■ ■ ■ — ■ ■ II I2 pl DI DI FOUNDATION PLAN NOTES. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF R3113J OF THE FESCR 57H EDITION (20H) SECURE STRAP TO UNIT W/ (2) -BxI 1/4 A/C SHT MTL SCREWS UNIT SIMPBON WB ROLL STRAP OR EQUAL SECURE STRAP TO CONC CONC. W/ (2)-3AWX2' SLAB TAP -CONS A/C CONNECTION. TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE Ao72Des*l9n PH: 407-774.6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003326 F cam, 0 a y O U. a UMM. as LOT. SILVERADO LOT 2 BLK 6 PROZMT# 04128.000-00261 3w 4EAB "1672— ARIA" OARAOL' B'WMG: LEFT PACM: FOUNDATION PLAN 150 MPH EXP. B ROL A M l7o:a 10/19/17 1/4"=1'-0" 1 Imo'-4` 3'_8• DOWEL PLAN 0 rARCN IT CCT8 Grow 1 Mn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 J 9 rq o� U O a y C O F Ri F- `summ AQ Le 74 SILVERADO LOT 2 BLK 6 F%t0jwT# 04128.000-00261 MODS 4EAB 1672- ARIA" GARAGIC B'WMG: LEFT PAGIM DOWEL PLAN 150 MPH EXP. B ARCHnE T: STATE OF FLORDA rpnnm DM 10/19/17 SCALE: 1/4"=1'-0" B*EMW IA 8L-2 L-2 (2) 3052-SH L— 3 EGRESS (2) 3052-SH ---------------- I Q I 1 LANAI DI I ROOM I I OWNER'S 1 SUITE 1 (2) 3052-SH I 8'-a• CLG. L— 2 GREAT ROOM I W.I.C. CLG. I I I 0 �t l I 1 e 11 1 O I II —_ II I O I 8KITCHEN F—F I I I I I� I 1 mw DB RM,#3 1 BATH O I I I I II L I I I 1 O I I '-8UN. I I CLG. I I Oo r---- ii Ate- 2--- L ----- J II 11 It 0 11 O no u � it II u GARAGE FOYER 8'-8' CLG. 306a W/ 36-XI0• TRANS. BDRMJ2 L-7 8'-a' CLG. ENTRY - L-2 --- L-1-------- O It (2) H S EGRESS LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED A=,-4RET4 LINTEL SCHEDULE 4c LINTEL NO. LENGTH TYPE COMMENTS L 1 Il'-4' MS-454T L 2 l'-6' 8Fl6-IB/IT L 3 12'-0' SF16-115/R L 4 W-4- 6F16-I15/IT L 5 17-6' 8F24-64T L 6 4'-6' 8FI6-OB/IT L l 4'-6' 8F6-115AT ASV. DOOR AS6EMBLT, A R C N I T E C T! 6 Gam oisn nc 141 N. RONALD REAGAN BLVD.'. LONGWOOD, FL 327W PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA$:0003325. __ J w C w 0 a U y 0 3 euzmrv. at s os SILVERADO LOT 2 BLK 6 PROJECT 04128.000-00261 >1[ODEIt 4EAB "1672— ARIA" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE 150 MPH EXP. B jJ P � D10/19/17 SCALE: 1/4"=1'-0" sHmm I 5,4FE LOAD T,45LES FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8' PRECAST 4 PRESTRESSED U-LINTELS C. GRAVITY' LENGTH TYP SUS 8F8- 8F12-0B V6- 20- 24- 28-0 32- �8-iB 8F12-IB SF16-I5 SP20-15 EF24-I5 8F28-IB 8F32-18 2'-10'(34') PRECAST 2302 3166 4413 6039 1526 5004 10412 11836 3166 4413 6035 1526 5004 10412 11936 3'-6` (42') PRECAST 2302 3138 3311 4689 6001 1315 8630 9941 3166 4413 6039 1526 50" 10412 11936 4'-0' (48') PRECAST 20213 2325 2496 3461 4438 5410 6384 1358 2646 4413 6039 1526 50" 10472 11936 4'-6' (54') PRECAST 1651 1181 IS13 2651 3403 41411 48% 5644 2110 4021 6039 1526 5004 10412 5668 5'-4' (64') PRECAST 1184 1223 1301 IS09 23M 2829, 333roK1333 1665 2889 5051 6096 5400 6424 5'-10'Cl0') PRECAST c�12 low 1059 1414 leee 2304 2121 14511 2464 4144 545e 4431 5280 6'-6" (l8') PRECAST 93l 1255 2101 3263 2146 3358 3911 1255 2101 3356 5260 1134 8995 l'-6' C9O'JPRECAST 16l 102E 1615 2385 1994 2439 2006 1029 1615 2610 383E 5596 6613 5041 V-4' (112') PRECAST 513 632 104E 1469 1210 1482 1154 2021 168 1212 1818 2544 3469 4030 3121 10'-6'C126'J PRECAST 450 462 802 1125 S15 1122 1326 1535 658 1025 1514 20SI 2114 3130 2404 ll'-4' (136') PRECAST 445 Bse 935 1365 1854 2355 11W 2015 598 935 1365 1854 2441 3155 4044 12'-0'(144') PRECAST 414 545 864 1254 1689 2014 1510 Isle 555 864 1254 1693 2211 2832 3590 13'-4' lI60')PRECAST 362 421 l26 1026 1331 1635 1224 1418 485 148 1016 1430 1855 2343 2920 14'-O'C168') PRECAST 338 391 648 9t9 1190 1462 I081 1260 455 100 1003 1335 1114 2153 2666 14'-8'(ilb') PRESTRES`�ED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 15'-4'(184') PRESTRESSED NR. NR NR NR NR NR NR RR 420 695 1250 1e55 1 2310 2890 3410 Il'-4'(208')FRESTRES5ED NR NR NR NR NR NR NR NR 310 530 950 1400 1S00 2200 2600 19'-4' (23Z'J PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4' (256')PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 610 S40 1340 1 1100 1 2110 22'-0'(264')PRESTRESSE0 N.R. NR NR NR NR NR NR NR 160 300 5l0 810 1250 1660 1910 24'-0C288')PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 4l0 120 1030 1350 1610 MATERIALS I. f'c precast lintels . 3500 psi. 2. F'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8, aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 CsRoO. Field rebar per ASTM A615 GR40 or GR&O. Co. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. l/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. 8' PRECAST 4 PRESTRESSED U-LINTELS 4AMP-4~M UPL IFT LATERAL TYPE LENGTH 8-1 12-IT 16-IT 20-IT 24-1 28-IT OF32-IT SUS SFS 8-2 12-2T 16-2T 20-2 24-2 28-2 0F32-2T 2'-10'(34') PRECAST 8le 4101 5332 6569 1811 9055 2021 202t 184 3981 5190 6401 1630 8851 3'-(o' C42') PRECAST qirbS 289 3260 4231 52I 6204 1192 1251 1251 215 3165 4125 5051 6061 1036 4'-0'(48') PRECAST 989 2832 3680 4532 5381 6245 938 938 1018 1925 2150 3583 4422 5264 6110 4'-6' C54°) PRECAST 1660 I162 2501 3251 4010 4161 5525 121 -12-1 1660 1105 2435 3111 3913 4658 5406 5'-4' (64') PRECAST 1393• 1484 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3920 4549 5'-10'(10') PRECAST 1212• 1351 ITIM 25M 3064 3665 4241 415 418 1212 1 1315 1815 2441 3010 3583 1 4151 6'-ro" (l8') PRECAST 1141• 1200 1133 2250 2169 32W 3812 101 �1 1141 1182 1684 21S2 2103 3216 3132 l'-6' (SO') PRECAST 955• 912 1415 1514 2354 2191 3240 651 SW 1029 1466 1901 2351 2191 3245 5131 9'-4' (112') PRECAST 801• 612 SW 1269 1560 1852 2144 454 ro3O 801 155 1192 1550 1910 2211 2634 10'-6'(126') PRECAST 116• 498 153 1021 1261 1496 1131 493 llb 611 1035 Met I111 2034 2358 396 iI'-4' (136') PRECAST 666• 435 696 see 1104 1309 1515 556 666 535 905 1295 1595 IS%RIW363 12'-O'(144') PRECAST 601• 400 631 816 1001 118634O 494 631 486 BID 1209 1514 I199 13'-4'(160') PRECAST 500• 340 532 686 S41 Sel302 3W 5l3 409 6S2 1004 1361 1631d58316 14'-0'(1roV) PRECAST 493 635 118 S22 286 360 54s 315 629 922 1254 Br.1 1816 14'-8' (11( ') PRESTRESSED 243 295 459 591 124 S51 SW N.R. 35l 243 352 592 S52 1156 1491 1142 (184') PRESTRESSED 228 218 430 553 bil 001 925 N.R. 321 228 329 542 l91 1012 Mel 1616 Il'-4' C208')PRESTRESSED 188 236 361 464 561 610 114 N-R 255 ISS 2-16K268 649 e14 1121 1389 19'-4' (232') PRESTRESSED 165 201 401 490 518 661 N.R. 204 165 239 550 136 940 1160 21'-4' 1256'JPRESTRESSED 145 186 356 433 512 590 N.R Ill 142 212 411 635 80l SW 22'-O'(2649FRESTRESSED 140 180 343 419 493 568 N.R. 161 131 205 322 451 601 111 941 24'-O'(288') PRESTRESSED 12l 1" 244 1 312 380 441 5i5 N.R. 135 124 06 290 408 538 680 633 GENERAL NOTES -SEDUCE VALUE BY 25% FOR CsRADE 40 FIELD REBAR 6' PRECAST W/ 2' RECESS DOOR U-LINTELS GRAVIT'i' 7YF'E LENGTH e1aFw- a El�2z- e- 81�30 mB swo-� 8i�I4-16 s1�is-10 OW22-NB 8RF26-IB OW30-15 4'-4' (52') PRECAST 1489 R144J 3053 3412 2982 4982 3554 6412 4929 1941 5904 9416 bow 10818 4'-6' (54') PRECAST 1351 2162 2114 3600 4481 5315 6264 3412 4982 6412 1941 9416 10818 5'-8' C68')PRECAST 1602 1550 2058 2566 3015 3585 185 2162 4014 6412 6516 5614 6839 5'-10' WOO') PRECAST 135 119 15M 144E 1924 2400 2816 3352 1103 2051 3811 6412 6516 5450 6411 6'-8' l80')PREGAST 822 WI Irbil 2933 2516 3223 3S12 4522 90l 1611 2933 4100 6130 Slll 6101 1'-6' (90')PRECAST 161 1311 2252 1958 2451 2944 3439 665 3609 5492 6624 5132 9'-8' lll6') PRECAST 3834 �1113112329 125331886 928 1491 2119 261e 3595 2815 8' PRECAST W1 2' RECESS DOOR U-LINTELS ICAMN<ffm U I L IFT ATERAL TYPE LENGTH aw%e rr 9 wie-ITR2240 awis-rc OW22-IT aRF26-rc OW30-I 2T 9FE10-2T ERFIS-2T ERF22-2T OW26-2 30-2 8RI1 8RF 4'-4' C52') PRECAST 1244 1513 3260 4112 4561 5825 932 1244 ISIS 3110 4008 4850 56% 932 4'-fo' (54') PRECAST 1192 1501 3121 3931 4156 5511 853 IIS2 1455 3036 3831 4643 54535'-8' 853 (68') PRECAST 924• 1112 2423 3055 3689 4325 501 924 1132 1141 2351 2918 3603 4230 Bel 5'-10' CiO') PRECAST e'• 1138 I142 2352 2%5 3581 41W 469 469 896 1099 1690 22W 2891 3491 4106 6'-8' (80') PRECAST lie 882 1513 2042 2513 3101 3642 830 1100 lie 956 1468 1981 2505 3035 3563 (90')F'RECAST roes 69l 1325 1810 2280 2153 3221 110 941 roes 849 1302 1162 2225 2690 3151 9'-8' (116') PRECAST 533•1 433 808 1123 1413 1 1104 1995 614 533 1 521 100SI 1369 1 1128 1 2088 2450 Sib -REDUCE VALUE BY 15% FOR C=RADE 40 FIELD REBAR 65 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR TYPE DE51GNATION F . FILLED WITH CsROUT / U - UNFILLED Q = F rQUANTITY OF "5 REBAR AT BOTTOM OF LINTEL CAVITY ` GROUT OF&-15/1T -Z O �p 05 REBAR AT BOTTOM ♦ • OF LINTEL CAVITY NOMINAL WIDTH NOMINAL HEIGHT QUANTITY OF 15 P REBAR AT TO 1-5/8'ACTUAL BOTTOM REINFORCING PROVIDED IN LINTEL 8' NOMINAL WIDTH (VARIES) SAFE LOAD TABLE NOTES I. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels Il'-4' and longer with a nominal height of 8' meet or exceed L/160. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 6. Cast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units. 5. Safe load ratings based on rational design analysis per ACI 31B and ACI 530 1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2'. Safe loads for all recessed lintels based on 8' nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One r rebar may be substituted for two 45 rebars in 8' lintels only. I. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the Face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. 1 R C N I T L C T f6 Design Grou ���. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 0 a y 0 F 0 2 � r-suimm ae LOT. SILVERADO LOT 2 BLK 6 PROJWT# 04128.000- 00261 HOD♦ U 4EAB "1672—ARIA" GARAGN 8r1/IIQ01 LEFT PAODI SAFE LOAD TABLES 150 MPH EXP. B 2 DPMMT 10/ 17 BCAIM 1/4"=1'-0" SI+�1oT 1B.1 CO POW MU CLADDING roLOAD!l BAW wro EIPOAUE FOR 3 SEC010 Q= OPBl18I AICTRE sum FWAGE ZM I9e WH UD Ma FEMW MIN• WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA 5GD. MIN. 41 5 23/-2S CRITERIA 16010 OAD. 112 5 20A/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, 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. Cp11ROL DATE Olms C2E � I REBS (2) 3052-SH -� -- ------------- I q - I I CAI OWNER'S DUU�U6 G m I 'b m 8'-8' CLG. j �o SUITE .I 001�'1 I t Q I 8'-a' CLG. (2) 3052-SH I 6'-6'11 3'-10' 3'-4' IR-L'SI.1 v � r b36 0— GREAT ROOM a jW.I.C. a'-8' CLG. 8'-8' CLG. — ;- Of q eb36 In 'n f O Z I----- � II IR-15H 'o C,A f b24 11 / I b36 ro CCU ro WC % __ 8'-8' GLG. j1U B O 3'-10" 2'-II 1/2 3'-9' 3'-S" 1 4'-4" 4' 1T-S' i BATH V 3-5H ^ BDRM.!!3 8'-8' CLG _ 8'-8' CLG. 0 r NOTE 0 ID I ? 2' L -J � LAv. 1 a I LA N. ail 0 36'x60' O L O 3J CLG- SHWR PAN `v 3-SH "v HB O5 v IR-15H-- WH. 2FZs 1 i I 1?ATH AG55 j 9 '-8' CLG. m v U D U > f GOND. � p,11 Av. O BOLLARD all O B AS REQ. PER BLDG. v it R_I CODE - -- C' ------ 0 FOYER 8'-8' CLG. e GARAGE 3068 W/ 3'-8" 2'-4' 36'XIC' TRANS. T' BDRM 92 6. S'-8' CLG. 3' -10' ENT m CLG. - l2) 3052-SH 16'-0'Xl'-O'OHD. EGRESS Q-------------------- --- 0' -0' 2 - 16'-0' 2'-8' 4'-a' 4'-4' FLOOR PLAN NOTE: -2-8 LCUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRJ FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING DEVICE (R3025.1) FBCR 5TH ED. (2014). SQ.FT. CAM'S LIVING 1612 SQ. FT. GARAGE 432 80. FT, ENTRY 38 50. FT. LANAI %6 5Q. FT. TOTAL 2238 S0. FT. EXTERIOR MASONRY WALL BF;r- HEIGHTS DBL. TOP PLATE 0 BAR DETAIL A SCALE: 1/2'•1'-0' zo C« A It C N I T E C T 5 Groin 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003328 W y w 0 0 r e 8TJ>oDIV. At IAT. SILVERADO LOT 2 BLK 6 PROJMT* 04128.000-00261 1[OD>Qic 4EAB "1672- ARIA" GARAOR NTM40: LEFT PALM FLOOR PLAN 150 MPH EXP. B ARCHRECT'- STATE OF FLOMA c Xa1 DATM 10/19/17 IWJL 1/4"=1'-0" ■liowT 0'-0' FIN. FLR , FYPON BKTIIXII OR EQUIVALENT DECORATIVE OFF RIDG£ VENT BRACKET I� FYPON 6 LVI2X24 OR EQUIVALENT S'-8' BRG. HGT. 8'-S' BRG. W.T. k� MIN REAR ELEVATION TEXTURED FINISH S'-8' BRG. 1- 0'-O' FIN. 6' RAISED BAND (TYP.) COACH LIGHT 9 0'-0' FIN. FLR 0'-0' FIN. FLR V OFF RIDGE VENT OFF RIDGE VENT - —�- - - - -- - - - - - - - LEFT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 6 TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103B.1 7 - - - - - - - - - - - - - - — 2 4 t1 WA a TYP. r 0'-0' FIN. FLR .l _ _ - _ _ _ _ - RIGHT ELEVATION TEXTURED FINISH S' No AREA OF ATTIC = 2235 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIREDVENTILATION AREA = 2235/30D = 7.45 VENTILATION AREA XSQ. INCHES PER Fr.(144) = 1072-8 SO. IN. MIN. REQUIREDVENTILATION = .5X 1072.8 IN UPPER PORTION OF ATTIC - 536.4 SO, 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 ISTHE PERIMITER OF THE HOUSE, LESSTHE OVERHANG IEXTERIOROF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) A R C N I T! C T a FW� 1441 N. RONALD REAGAN BLVD. LONGV400D, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com AAA: OOD3326 ti U 0 a h A F Q sVSDIV /6 LOT: SILVERADO LOT 2 BLK 6 PROJ)QCT/ 04128.000- 00261 mol" c 4EAB "1672—ARIA" GARAOZ ewsxo: LEFT RE AR,FRONT LEFT & RIGHT ELEV. "D" 150 MPH EXP. B ARCHmcT.- STATE OF FLOFMA 2 � 1 AM ROL R NO 93723 CRA -DATIM 10/19/17 OCALM 1/4"=1'-0" slamw 3D CTE —:: = DEHorE RAr la►+ • m' o�c nAx — � = oe+olE nw smarexx � m o,� nax BRACING. LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING • 4'-0' O.C. BETWEEN TOP CHORD t 2X4 SYP -2 X-BRACING. REFER TO DETAIL WD5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP "2 OR SPF BEVEL CUT TO TRUSS TOP CHORD 111/10d x 3' NAILS • 6. O.G. STAGGERED NOTE: REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE REQUIRED FASTENERS. CJI II II II II EJI II it 11 11 II I II II I CJ3 II I IJ5 = II II II N 11 11 III111 II III II II II III I II II IIII = A10G y/A LJ—L L II I��I I —I A6 A4 A3 A2 I a I AIA ------ II Q II I I t A3 I ACCESS 1 II — A5 _ V4 Al c _ _ = Its Ilm 4UC410 can UII 3 5 2GE GIC.E II x8 S U HUC410 FRAMING PLAN CCA 01/14/14 1�1 CJ5 CJI Deggn PH: 407-7748078 FAX 407-77440,78 www.abdesigngroup.com AA B: 0003328 w y 2 Al 0 y O F J e 9TJSDIV. de L m' SILVERADO LOT 2 BLK 6 PRDJR CW 04128.000- 00261 WoDmu 4EAB 1672- ARIA" OARAOZ O'WWQ' LEFT PAdM: FRAMING PLAN ELEVATION "D" 150 MPH EXP. B Dunm ATM 1■0/19/17 SCRUM 1/4"=1'-0" slEc P 4D CONNECTOR CONTROL DATE: 01-06-" SCHEDULE I SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 I~ HTA I6-18 1625 (8) 10d x 1 1/2' ]-PLY, (6) Ibd 2-PLY, (USP: (10) 10d X 1 1/2' - NO Y cl OPTION) (2) META-* 1S55 (2) HTA 16-10 28M (10) Od x 1 1/2' I -PLY, (USP: (10) 10d x 1 1//') 2515 (14) Ibd 2-PLY (USP: NO 16d OPTION) HETA-16 1810 HTA 16 1610 (W 10d x 1 1/2' I -PLY, (8) Ibd 2-PLY USP: (10) 101d x 1 1/2', NO Ibd OPTION HETA-20 1840 HTA 20 1810 (9) 10d x 1 1/2' I -PLY, (0) 16d 2-PLY USP: (10) 10d x 1 1/2% NO 16d OPTION } d' (2) HETA-20 2035 (2) MA•20 3230 (10) Wd x 11/2' I -PLY USP: (10) 10d x 1 1/2' 2° • (12) 16d 2-PLY (USP: NO 16d OPTION) Z 0 LGT-2 2150 LUGT-2 I%0 (1) - 1/4' x 2 I/4' TITEN, 2 (USP: MILK (5) 1/4' LLB, WOOD (16) 101d 0 DETAL-20 2400 OWTA-20 2430 (18) - 10d x 1 1/2, 1 PLY MGT 3965 MUGT 4115 (1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) Wd TO WOOD (USP: (26) 10d TO WOOD) HGT-2 10980 HUGT-2 9190 (2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) Wd) HGT-3 . 1053c HUGT-3 50" eV 3/4' ATR IN HK�H STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (6) IOd) LGT3-SDS25 3285 LUGT-3 3525 (12) SDS 1/4'x3' TO WRIDER (4) 3/8' x W TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) WS25) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) 10d x 1-12' (USP: (I0) 10d x 1 1/2' VGT 4S40 NO USP CONVERSION FOR SIMPSCN VGT (1) 5/8' A.TR M HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SD8 1/450' TO WOOD (2) V.T 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MN. 12' EMBED), (32)-SDS 1/4'XV / 2 PLY MTS-12 loco MTW 12 II% 04) 10d x 1 1/2' (USP: (14) 10d x 1 1/2', (14) Wd) HTS-I6 1150 HTW 16 1260 (I6) 10d x 1 1/2' (USP: (16) 10d a 1 I/2', (I6) 10d) HTS-20 I~ HTW 20 1530 (24) 10d x 1 I/2' (USP: (24) 10d x 1 1/2', (20) 10d) HTS-24 14W HTW 24 1530 (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 10d) LSTA-12 .. W5 LSTA 12 S30 (10) 1001 USP: (10) lod LSTA-18 •. 1235 LSTA IB 1235 <H) IOd USP: (14) 10d META-IB « 136 MSTA-IS 1310 <W) 10d USP: (14) 10d N MSTA-24 .. 1640 MSTA-24 1640 (IS) 10d U5p: (18) 10d CL MSTA-30 « 2050 MSTA-30 2065 <22)10d USP: (22)WW MSTA-36 . 2050 MSTA-36 2065 (26) Od USP: (26) Wd F- MSTI-36 38" KSTI 236 3890 (36) 10d x 1 1/2' USP: (36) 10d x 1 1/2' N MSTI-46 5065 KTSI 24S 5140 (48) 10d x 1 1/2' USP: (48) 10d x 1 1/2' H6 S50 LFTA 6 1210 (8) 8d TO PLATES, (8) ad TO STUDS (USP: (16) ad x 1 1/2', (I6) 8d) SP4 885 SPT 4 945 (6) 10d x 1 1/1' TO STUDS USP: (6110d x 1 1/2' TO STUDS A34 395 MP 34 ' • (4) Od x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) 8d x 1 12' TO BEAM, (4) 8d x 1 IR' TO POST. HCP2 645 HHCP 2 Boo (12) 10d x 1 12' USP: (10) I0d x 1 12' TO TRUSS, (10) 10d X 1 12' TO PLATE HIOA 1140 RT 16A 1380 (18) 10d x 1 12' USP: (9) 10d x 1 12' TO TRUSS, (8) IOd X 1 12' TO PLATE v.i NDU4 4940 PI -ID 4A 5215 (16)-SDS 1/4'x3' TO WOOD, (10)-8D8 1/4'x2 12' W/ THREADED ROD, (2) NUTSAIIASHER2 PLY USP: 5/5' ATR MIK 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WS3 WOOD SCREWS VGT 4 1_I015 4940 TDX 10 10140 OW -SIDS 1/4'xX TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, <2) NUTOAIJASWER21-LY USP: 1/8' ATR MIN. 1' EMBED SET IN NIGH STRENGTH EPDXY (4) 1/8' TFIRU-BOLTS ABU 44Z 2200 6665 PAU 44 2535 6115 (1) 5/8' A.TR N HKsH STRENGTH EPDXY, MIN 1' EMBEDJ IN CONC, (12) 16d TO WOOD USP: SAME AS SIMPSON ABU 66Z 2300 12000 PAU 66 23W 16005 (1) 5/8' A.TR IN HKsH STRENGTH EPDXY, (MIN 1' EMBED.) IN C)NC, <I2)16d TO WOOD USP: SAME AS SIMPSON LTTN9 .. •... 1340 LTS 19 1205 (I) 3/4, ATR IN HKsH STRENGTH EPDXY, (MIK 1' EMBEDJ IN CONC, (8A0d TO woor> USP: SAME AS SIMPSON 0 LTT206 15M LTS 206 1105 () 1/2' A,TR IN HIGH STRENGTH EPDXY, (MIK 1' EMBED.) IN CONC„ (IOAOd TO WOOD USP: 3/4' ATR MN 1' EMBED SET M HIGH STRENGTH EPDXY, (10) Icd, (10) 10d x 1 1/2', 2-12' 0 Z HTT4 4455 WTT45 4" (U 5/0' ATR 1N HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONC, (10) Some X 1 12' (USP: (20) ibd X 2-129 USP HAS MORE NAIL OPTIONS: (20) Wd, (20) IOd x 1-12', (20) i6d x 2 12' Q HTT5 bow WTT45 500r (1) 5/8' A.TR HIGH IN STRENGTH EPDXY (MIK 1' EMBED) IN CONC„ (26) Ibd X 2 12Ib ' (USP: (20) d X 2-129 USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-12', (20) Ibd x 2 1/2 H14DOII-SDS 25. 11,810 UPHD 11 14395 <U I' ATR IN HIGH STItNGTH EPDXY, (MN 10' EMBEDJ M CONC„ (24) SDS V z 2K' WOOD SCREWS (USP: (24) W53 WOOD SCREWS) 14016 6645 TDX 10 10140 (U 1/8' AJB. IN HIGH STRENGTH EPDXY, (MIK 1' EMBEDJ IN (ONC, <3) 3/4' STUD BOLTS TO WOOD (USP: (4)1/8' BOLTS) (n MBHA 356A125 3415 5330 NFM35X12U 25W 1w SIMPSON% (U 3/4' A.TR N HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM11 TOP, (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) N CMU. FACE, (18AOd TO BEAM USP: (1)12' J-BOLT W/ MINIMLIM 6: EMBED. N NOT LESS THAW 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSETAQEDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MN. 5' EMBED DEPTH INSTALLED IN THE FACE. W 0 HUSC412 (WOOD) 3635 2660 (FLR) HU941IIF 3060 2110 (FLR) (10) 16d TO HEADER (10) 16d TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 3325 (ROOF) Z Q FAC410 (CM) 1800 4920 N0410 IF 1305 5000 (18) 1/4' x 2-3/4' TITEN (9 GE PER FLAN) TO CMU, (10) Od TO WOOD: <USP: (IS) 114' x 3' WS3 SCREIUS, (10) Od TO WOOD. USP (20) 3/16' TAPPER.. (10) 10d TO WOOD = RUC-20-2 (CM) 1800 5085 HD210-21F 1305 5000 (IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CM, (10) 10d TO WOOD: (USP: (10)1/4' x 3' WS3 SCREWS, (w)10d TO WOOD. USP (20) 3/16' TAPPER•, (10) 10d TO WOOD HUC210-3 (CMU) low S085 H0210-31F 1309 5000 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10)10d TO WOOD: (USP: (IB) I/4' x 3' W53 SCREWS, 00) Wd TO WOOD. USP (20) 3/16' TAPPER., (10) 10d TO WOOD LGUM26-2-SDS 1430 55S5 ---22125 6065 (4) 3/8' x 4' TITEN HO ANCHORS (2 PER PLANGE) TO CMU, (4) 1/4' X 2 1/1' $DS SCREWS TO WOOD, USP (4) 3/8' X 4' UEDGE T.i WS3 WOODSCREWS NIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECOrM> FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMU. WALL MUST BE FILLED SOLID m/ GROUT. .. 101d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 112' NAILS IN COKANCTICN WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REClUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. 0 MINIMfM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' W F- 0 ATR • A-301 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 MAKIN. SURE THAT THE PROPER CORROSION PROTECTION IS USED, WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USN. ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARC41TECT/ENGNEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED Chi SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-mon, , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HIURCAGI6, AND ANCHORN. N FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016, SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x h UP TO 5'-4' DBL 2 x 8 W-4' TO 1'-0' DBL 2 x 10 1'-0' TO IV-& DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO W-4' DBL 2 x 10 W-4' TO W-O' DBL 2 x 12 8'-0' AND OVER MINIMUM WALL AND HEADER STUD RE UIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO V-0' TO 8'_0' U.N.O. 4'-II 1/2' l'_ II 12' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER I 3 V(2, x 12 SYP) /16' OSB NAIL (3) 12d s 6'-8' O.G. FRAMING NOTES: I TYP. 2x12 BM./HDR. I 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 TRUSS TO MASONRY/CONCRETE SHALL BE HETA-I(o 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 5E 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 UN.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W13-106 GUN NAILS OR 3-12d HAND DRIVES a EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. -1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. &PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED, 2014 FBC RESIDENTIAL -SECTION R302.I2. S.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. A R C N IT E C T S 6 Gm i gn 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA A. 0003325 w h U 0 y A F H OUBDIV. de LOT. SILVERADO LOT 2 BLK 6 PROJWT# 04128.000- 00261 U0Dffis 4EAB "1672-ARIA" GAP_tQR 81rING: LEFT PAGE CONNECTOR SCHEDULE 150 MPH EXP. B In TMi: 10/19/17 CAi1/4"=1'-0" IEL'BT 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES .-e nsV OUTLET 2e AHP &true POLL I— CUTLET IIOV OITRET 0 Q an"r' WOO TO &YPf01 =QCFI IWV CUTLET �r���' MERIIPfER (TAMPER � NEN&T4 TYPE) M@ 220V OUTLET WUARE COME " =} �s �1- � gR WTl1G411OGP dRLE'f f m".APALLT INLEIwEPTEI! zv i SUT0+ SWITCH S-WAY CPER SUNTCH 4-WAY OFER ' V^W4 ' UW.L HOWIED LK/G CELLMG LKaHT �0/0VP LGPwOOF 0 mcnew CdN WOLL BCCNCE PRE -LINED eVRHT. FIN 1 CR1 PER GO. R. VENT. PAN EILKiNT I OH PER &O. FT. V FOGUIE i rl� I�.FT [M°EC'e TOD CT FLUO�� 2-eLLD uAFP n19CUD rPWONE&mw — — — 4- PLUOPMAMM 4- TRAL%LG 0 PAlEL hETER mlolx D2m=lt eA U4GLL FAMED eATr. e4oc-Ir &D. &FIOIG? OEIEGTOR 111LJiGsdl� eATY e4oe.uP ® gKO CARDON M1C>Q oEleerae C� NULL W A DI&TYKw Q ,l LlGG lflN 4' PObdNT LI011T I v N � C." ► IELEPNOIE JAOC 1 O 1— L I ROCD LICIG ElOPf. eEa2ertT Iam-AD Pa PUGH•NTTW POR CNFEB wee Pr;T9T LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED R HOMEOLLNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (20u). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI R ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). Ec- METEr FIELD VERIF' LOC, COACH LIGHT ELECTRICAL PLAN LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP OEC CODE -02) HOUSE PLAN: MODEL "ARIA" LOAD INFORMATION VA IM 8p 2Y G�I2GIIL41G E 8 VA PER OQ rT Dole 2 20 AYP APPLUNCE COLCUIT AT IDOO VA P.A. 5000 1 -UND— CDiCVrf 1500 I RANGE AT NAYS PLATR RATMG OR COOETOP/OVEN I2000 I WATER LIEATQI 4600 1 DIBNTTAGI®t I2ao 1 CID'TI@9 DRTiR WOO I DI>iPO8AL GOO I YLCROweVE 1600 I REPRIOI -R I200 3UEIOTAL or GENERN. WAD & 1e Fpiff! 10 EVA Or GQiERAL LOAD AT 100% 10000 ffi= D R or GLGIQUL LOAD AT 40i 2ea1e VA : M" TOTAL NET G®TERAL IOAD =Olen as TON m T PUMP (w/ 5Nw LDRRGQICT LSAT eTRiP) 21 AYP 1 240 VM --- ae TON cOOL010 8Y8fEY 40 AYP : 240 V • 9e00 NET GENFAAL LOAD =Glee NET TOTAL LTVAC moo TOTAL LOAD 2— CALCULATED LOAD FOR SERVICE 49Tee VA/24O V tE4 A1@ 1 O LfP c .RVI �PORBT CA= a AWO - WQG NVAC LOAD -D FOR CATCUUmm- NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 30" VA a 100%, REMAINDER 0 35 % NET LOAD: 6,945 VA RANGE: 12ADOO a 10% 8,400 VA DRYER: 5000 • 10% 3500 VA TOTAL 18p4S VA NEUTRAL AAPACITY: 18,489 / 240 - 18 A e2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3e2/0 CU, TH-ILLN . 1% CU IN 2' CONDUIT OR 3 e4/0 AL, THUN + ft CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATICN SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT GENERAL NOTES: M ELECTRIC METER IN I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH PANEL EDITION C20142 LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. C�BP B. ALL CONDUCTORS SHALL BE TYPE THHN/THUIN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE SO AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 1 COPPER (CU) IN 1-I/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 e2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. A R C N I T E C T 8 Growl n L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com 46 AA 8: 0003326 W ur V W O a Ca OI O stn3DIV. LRE LOT. SILVERADO LOT 2 BLK 6 PROJmCT/ 04128.000-00261 MODffie 4EAB "1672—ARIA" GAP.AGs MIWMWG- LEFT PAGl: ELECTRICAL PLAN 150 MPH EXP. B 00 ARCHITECT= TEEPHSERVICE CABLETEENTRASERVICEIL.j :JINTELRSYFSTEM EOIIIPIMEQUIPMENT BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS BOU 9372 1 e4 CU SERVICE GROUND CONNECTED TO DP) TM 10/19/17 CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (20144 1lCAL�: i 4"=1'—O" 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 5 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAIS 4 MASTIC. AND INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 1SI CLASS I AIR DUCT AS PER NFPA SOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION (2014) MECHANICAL CODE 60W 1. BATHROOMS CONTAINING BATHTUBS, SHOUlER5, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED, 5. ALL FIRE RATED CEILINGS AND WALLS ,'HALL, HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II, DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC `-"""" O O EXTERIOR WALL PLENUM T y AIR RETURN ON AND LIQUID AIR SUPPLYGERANT LINES AIR HANDLERRIOR WALL VC CONDENSATE DRAIN LINE EVAP. TRAYLEEVE XMECHANICAL TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFORMCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 5TH EDITION (2014) BLDG. CODE SECTION 3012.1.1 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG I I INSIDE I I CAULK J y III i FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 0240-K JOSAM 56WO SERIES NICKEL BRA65 TOP P.V.0 OPTI/SPEC Iv. SEE aITE PLAN FLOOR SLAB CLEAN —OUT (TYP NiT LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK '-- BROKEN LINE= RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ED PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TA UNIT SIMPSON WE,ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 'SXI I/4' SHT. MTL. SOWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN CONO. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG SEE SPEC. - ?---------- FIN. GRAD OR PAVING FITTING OR I I EXTENSION TO SOIL OR WASTE AS — REQUIRED 1 I y I I —--------v I.INy. SEE SITE PLAN NEXT. GROUND CLEAN —OUT (TYP. ) Ec MECHANICAL PLAN PROGRESSIVE AIR SYSTEMS 05/20/14 A R C N I T E C T E 6 Design Grou I . 141 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngmup.com AA B: 0003325 W h 0 W 0 c, y 0 F a 2 aT.T:lDz<►. ee :.oT: SILVERADO LOT 2 BLK 6 FUOAMT/ 04128.000-00261 MODEM& 4EAB 1672— ARIA" GAAAAGM filIMMO: LEFT PALM: MECHANICAL PLAN 150 MPH EXP. B ARCFETECT= STATE OF FLOMA DAM 10/19/17 SCAM: 1 �4'•=1'— 0" aE�>�Eo�r V ru s RTDAR vsencrturW talc. Paw ®.L E@ [MbT CODE rORM FOR NEIE.ATbN R-VALUE 4• CO1C.lEK.W r`Ab' lLOWM WJ•r 01 1Df111®tND1 t j y � Y CMI L ao YDLODAEE GUE P.T. DT. PLAT[ r0 C?IG W B!®.MEL.!]'OL MAX ir Ee0]! P.T. DT. PLAIE TO BLMW l'BEm.MN.. !]•OO M6X. frl� MAEQRY NLLE.!]'OL 1' TBCK 9Z00 PN . L! DATE C01C, ELM RlEFOIClD W rNoO im•-'•"'"'"'"a` O'-O• FN RR _ r•ML POLY eT111'L9E vIRl1 RETAIOlR T(�T REtaMI diGWR/ -`J� THICKEN EDGE 4 ecALe: VY•I'-O' ti Imae rrnJ g °1 m " ° 1' LOHr• IQM. W r'sr' W.{MIIM • 4. OONO. RLM. W E41' aLIMII.M WIM OWTAIM:dftN b-r14 MLY ETHTL@E VAFCR ••• ° 4• CQC. RCIM. W rMb' IUAJOnAO YY1 d r-ML POLY ETNrLp� ViPY.R RErWIR 9 • /' OOXC.IIEN. 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W i'.r' W.twaAO YEM M r4VL POLT ETMT " VAPOR a ,' a+ r-ML POLY ETHYLENE VAPOR - IdT<ImER On TELL-OOrF'44T® fllal • ° FILL TE M TIEARENT SHALL DE ON r-M1L POLY ETMYLBE vAFVR - rVTMDlR OR YILL-ORTAOTED 0.Eal FLLL lEl•']1E TREAIrENT E11N.L DOR4-CAIff rL! REDAR m LIu1N n b DORA•Cai (.U.e RLDAR W CHAwE B' a DOb1.O.4E: (]) s REDa! ON OIAlI1B RETARDER ON Ylll-COrfeAC1ED 0.E41 £ i FLL TlIE`Ei! TREATT@1T SMALL ee n U M."-CAM DORA-OME a Q r]) T REDM ON 01aRe DE DCRA•CAIR a m B' f]) •e REDAR ON ou1pB A 4 f!)'E 1lDAR Ol OMIIN m U GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP 2-STORY LB.W. SLAB AT GARAGE 1-STORY FOOTING LB.W. W UPLIFT �� 2-STORY LB.W. W/ UPLIFT 68 LB.W. w NO UPLIFT W NO UPLIFT 7 SERVICE DOOR AT GARAGE rlr� vri SCALE: I/['.I'-0' SCALE: IR'.I'-0' 6C SCALE: 1/1'.I'-0' �/ n) s REDAR vlRrlOa.Lr W CQ1C. FOIw C6L Y CMl a]ID 1Ew]+r vaexe rU'E RlDAR VERTICALLY W CONC. Paw 41L ea eeRar cope PORm POR Neaanarl R-vALIEe =Q p 1'LONC. 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I•.I••a 11 GARAGE DOOR FOOTING ECXL, vJ'•r-a �1 SHOWER RECESS FOOTER 1(.. acxE, 1'•1'-m• BLOCK WALL �1W/ SC 1 J —CJILK Atp EE.1L OrtlIR® DOrb DI.M LNE TR �� R y- vale PER ELEv. Y i�- L TBr VIRIICa. REDAR TO W)I•SONTAL 1 ¢ PVL ELE!`.E Fqt 6Ae LNE 6 •Cru C-O' FRL RR TO 1g1•]OHTAL T W 1bCR Pa]!D LNIEL CONT. (rnJ tl Gr4 FILLlD C[L, rTTPJ N• DRillNLL DABS OICIITCD DO'S) eEAM VARRe I'ER LLly. ° C - REDAR W b' WXK VARE9 PER ELEv. bf uWLL FRAI.16 ({) IP%1' ANClgt 00.1E a </)1fX1' J-DCLM rDl e• B•!lDrEHT W ]•)O')ErE' 1 �� L C '� 6RdT1® DOND DEa4 WNIaR AND M!T SPACED a>LLY � BOOR TO DOND DEAM 8FT N JCMe PRO! TO FLLNfi (ELEE�ID .IIIOYw N EOLb 1"OR ACCCRAaLE REtICPr) ° '" r' PYL o,... 11{U FOOr11r i•eTORr (x) s R®HI Oi OTIA]le ]-EroRr o» REDa101 CJIAEY EXT. /INT. FRAME WALL TO �1 NOT USED 15 BLOCK WALL CONNECTION euLe, uJ•.r�• 16 GAS LINE THRU BLOCK msRee.RvelbauYWcoNc raw ceLL aff BE1rsT cWe FLI•s roR N•l.ATN)N pvAL1e6 E' au N• 6TT. LLL. W. a aEalaa REauReo roR NEPecrN)r1 a 0.EAAlan IeaE1® Fole PgPlCTbN UIOOD OAEE L L •.� r-M PO.Y WETNYLPJ! VM u1uY _ L � ON aF1L� �4CAM O'-O' FN FLR O-O' FM FLR _ I FMT • DORA-CA1E ry fU 4IESV {! EET N!lPEON IE311 .� T! VplTICAL R[DAR TO NORQCMAL TE YTlBTICAL R•-0.AR TO MCREOMAL eTRe1EAH !POOR r' ereeD. r•L i .IA (]I T RDs4R . I•ST— r� s RIDAR • ]-ercRT OTIEbe R•Jl.N! TO C! ��• ITT CartNKTD W DOD DlaY "I ATCORERS i - b' 1•1C CMAEe tiEW POOTNE RTar1R W ID• I1ocTc IEO.Yt W w Haa1c 3 f� 1 � �RED.N • 1• GONC. REN. W rss• u1A)aRAO � WlY 01 b-r1L PCLT EINTLENi '' '• — 3 ONC1u'e HORIZONTAL/VERTICAL pO10.4-CAFS HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH �REINFOR�CING F BEARING CHANGE 1-STORYFOOTING OMITTED DOWELS A REBAR LAP AT FOOTING B.0•.I•.O CAT LINTEL CORNERS W LO BCK WALL D ALL EXTERIOR FOOTERS AT FINISH SLAB'S 70 BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 A 2 C N I T E C T 8 6 R0 i In Wl N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77446078 FAX 407-774-4078 www.abdesigngroup.corn AA #- O003325 w y o�o C� W O y O F 4 Z �VJo•/i -• �r W•1 SILVERADO LOT 2 BLK 6 raoize" 04128.000-00261 MODEM, 4EAB "1672—ARIA"] GAP —%ON awsxG: LEFT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPH EXP. B ]f DrumT w10/19/17 10CAIM 1/4"=1'-0" aHEET D1 PRE-ENGINffERED TRUSS 4'-m' MIK MTS-12 DOfrOM Pl 1/16' OSM 12) Od NAILS AT EA STUD. 2X4 BTM. PLATE 2X4 DEL. TOP PLATE 2X4 STUD W' O.C. lA6' ORB. IR' AS. W/ MM. 1'EMBEOf-ENT LOCATE 6'-8' FROM ENDS AMC) V. O.G. MAX. TEXTURED FINISH 7 MT8-12 META-16 32' OC. MAX. 8• C MU MALL (2) 12d NAILS WITHIN 4' OF EA. P�_Ew:.:.D END 1 (2) 12d NAILS • 12' O.C. TRUSS MAX IN FIELD. rT1 STICK BUILT WALL DETAIL KNEE WALL DETAIL TO BO 2 SCALE: I12'•I'-ID•CK 2x0 MIN. i0 BLK W/ (2115' eECURE ANCHOR BOLT W/ 2' WU4SER SET M SIMPSON HIGH STRENGTH EPDXY 4' EMBED. 2X4 SECURED TO GABLE EIS WK27Qd.EA UPRK HT GA2X4BLESE DU2d 6'-8. OC. PRE-ENG TRUSSES W/ TRU88 CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS . W' OC. MAX SSIMPSON TUD,, BOTH SIDES OF JACK OPENING. 2x STUDS • W' OC. MAX W/ UAITHM }I OF WINDOW/ DOOR SP8 • EA STUD TOP ( BOTTOM PRE-ENG TRUSSES WRRU$S CONNEUPLIFTCTOR UP TO •Ifdmm DOUBLE TOP PLATE SIFIP90N META-24 . EA JACK 2x8 STUDS . W' OC. MAX W/ SHEATHING. SHEATHING TO BE WITHIN }• OF WINDOW DOOR OPENING AND SECURE PER FASTENER SCHEDULE A SECURE 2x TO FLOCK W/ 22) a' TAPCCNS oR DRIVE PM (MIN SHANK SIZE J45) (MIN i?NEED. I ;•) g WITHIN 8' OF EACH END AND 18' OZ. MAX M a �� '' ' O$B. SHEATHING OR HEADER m— �. O SPA�NI£CHART, PER nEueT R p FLACT TSO BUC DOOR/ _ W/ CUT NAILS. R SIDES, 2X6 GARAGE DOOR BUCK W/ (3) )$'XS' J-BOLTS 4• EMBEDMENT MIN. W/ 2•X25dj WASHER AND NUT SPACED EVENLY FROM FLOOR TO O• L-3m • GABLE BLOCKING TRUSS 2x4 BLOCKING • EA RAFTER L-30 EA RAFTER WINDOW OPENING —TI — I7— OPENING AND SECURE PER FASTENER SCHEDULE KING STUDS (SEE HEADER SPAN CHARt FOUR DETAILS .MID SPECIFICATION) JACKS ($E£ HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME. SIDE r (E JACKS . EA SIDE OF OF'ENMIC+ JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END . NO MORE THAN 12' OC. STAGGERED WIDOW SILL W/CRPF'LES W' OC. BOLT uP ro }• COX PLYWOOD 2.4 BLOCKS CMU WALL �. m 0 L GARAGE DOOR HDR M JOINTS PRIOR TO FILLING I-2X& Pr BLOCK • CENTER OF DOOR HEADER W/[I1 )j'XB' J-SOLI$ 4' EMBEDMENT W/ 2'X2'Sdb' WARNER AND NUT IN H2b EA RAFTER 2x4 RAFTER • 24' OC. 22x4 (TYP) USE 12d NAILS, 7U10 WITHIN b' FROM EACH END ( NO MORE THAN 12' OCSTAGGERED . SP4 OR H9 • TOP AND BOTTOM PLATES • £A FULL LENGTH STUD, BOTH SIDES OF OPENING. OF ATHMA80NRY WALL. TO TOP ATDW O� MAX I• EMBEDMENT AND 2' DIA WASHER SIMIPSON MSTAM-24 . EA JACK, SECURED W/ SPECIFIED ANCHORS 2X8 P.T. BOTTOM PLATE ^W� U NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WERE SHEATHING MUST NOT SUCH INSTRUCTIONS ARE MOM STRINGENT BREAK 1'-4' MIN. FROM 2ND GARAGE DOOR 3 BUCK ATTA HM'NT 9CALti+IR'•I'-m' %�IFRAMED OVERHANG `+ KT$. TYP. EXTERIOR WINDOW DOOR / %ti10PENING WD FRAMED (W/FLOOR FLR LINE. TRUSS WINDOW ® 2—STORY OPENING WALL F SECTION A INDOW ARCH WRAME 6 SCALE: I!!'•I'-ID' V SCALE: V/'•I'-m' FASTENER SCHEDULE NOTE ;TYP. EXT. SSEATHMK ATTACHMENT ROOF DIAPHRAGM re auavx caav w,iLs . or. FOR $HEAR ( UPLIFT (O$B. TO BE STRUCTURAL USE T/16' O$B. OR I/2' CDX PLY WITH •8 RING SHANK GUN NAILS AT 4' OC, AT GRADE) CONNECTORS FROM STUD TO PLATE ARE SUPPORTED PANEL EDGES AND 'S RING SHANK GW NAILS AT 6' OC. AT NOT RECUIREp EXCEPT . OPENINGS PRE-Ew. TRUSS INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING GA BLE ABLE END FRAME USE d GW NAILS • 4' OC. . . . . . . . .. . DBL. 2X TOP PLATE T/16. O$B. EXTERIOR SHEATHING USE 1/16' O.A.M. OR f/I' PLY WITH •8 RING SHANK GUN NAILS AT 6' O.G. A7 PANEL SIDES AND 9 RING WITH GW NAILS 4. OC. TOP 4 BOTTOM PANEL AND •8 RING SHANK GUN NAILS AT b' OC. AT m < ' •8 2X BLOCKING TOP m 1/I6. O$13. 2X STUDS W OC. MAX a MTER'EDIATE SUPPORTS. SEE DETAIL. NOTE: RNG SHANK GUN NAILS $HALL BE PERMITTED AS ACCEPTABLE FASTENER FROM ANY MIANFACTIITER AN QQ RING SF/,4NIC GUN NAILS Z • • 6' 04. N FIELD 0 2X 5TM. PLATE w 3/4' FLOOR DECKING i 'lill — NAIL REQUIREMENTS SIZE HE LENGTH DIA ?ENSILE 9 Bd RCWDMODPI 2 3/8' JI3 Mm)emm NOTE; HAILS TO BE MFG. BY MEMBER OF INT. STAPLE, NAIL U TOOL ASSOCIATION I. ID.113 WGH NOMINAL SHANK DIAMETER 2. RING DIAMETER ar 0IDI2 OVER SHANK DIAMETER TOP CORD BLOCKING AT 4' 3�3 OL. HAX M FIRST 2 FRAMING 3 SPACES AT EACH END. �{ RAFTER OR ROOF SHEATNMK. tt F �' Lu F TYP. EXT. SHEATHING ATTACHMENT FOR ROOF 95EATHING (O$8. TO BE STRUCTURAL GRADE) iP O PRE- ENGINEERED a FLOOR TRUSS 2X4 • TOP 4 BOTTOOM CONT. HETA-Ib DLK. WALL O CONTINUOUS SHEATHING. TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK TO OAS. 2X4X4' SECURE TO TRU98 W/ 3-12d 6'-8' OC. MAX 7YP. - 2X4 SECURE TO 2X4 BLK W/J-12d SECURE TO BLK W/ META -TA- W 9. W TO 20 RNC$ PER INCH 4. 0280 INC1L FULL ROUND HEAD DIAMETER S. 2 INCH NAIL LE NGTH z O O UT m m •8 2' DECK SCREW$ . 6'-8' MAXMU4FIELD. UNTHREADED o SHATO EXTEND BEYOND. THICKNESS OF SUB -FLOOR BLOCKING A 2 NORI4CTER C 2X SFF. O PROVIDE PERMETER OF O$13. TO PRONDE CANT. NAIL PATTEFN O3MATOP TEMING AREA TO BE SHEATHED FROM DEL. SHEATHED'NK PLATE TO HORZONTAL BLOCKING. Q SHEATHING • TOP OF WOOD FRAMED WALL TO BE ROOF SHEATHING LAYOUT AND ENDIUALL BRACINCs I. BUILDING LENGTH TYP. SHEATHING p m EXT. SHEATHING ATTACWtIENT STAGGERED MIN. OF: 16' FROM SHEET BELOW O To STALL 9 L SHEETS W#ACE GRAIN PARALLEL �71 2'-0" EXTENSION Oa OPT SERVICE DR. i�NOT USED FOR CzABLE END FRAMING FOR STRUCTURAL WALL SHEATHN) (065TO BE GRADE) SMEMSOOR DECKING GLUED TO EXT. WALL SHEATHING 9 SCALE: 1/2'•I'-mI/2'•I'-m' SCALE: I/2'•I'-m' ALL XP;74 SE ALL E14°08ED MEMBERS rARCNITECT6-1 6 Desgn Grou Ana 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744076 wwwAbdesigngrouPom .o L AA M 0003325 h 4 W �M O y G F A oumzv. ie LOT: SILVERADO LOT 2 BLK 6 PROinc" 04128.000-00261 MODEM- 4EAB "1672—ARIA" GARA0IC ewata2 LEFT PAGE: MISC. DETAILS 150 MPH EXP. B M1 -.• I A%M 10/19/17 MAIM 1/4"=1'-0" ezIENT D 2 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON ,a' 0.5.5. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN % THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY �4 a 2 1,_m. TYR o N. I FI SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' GYPSUM BOARD OR J' HIG STRENGTH CLG. BOARD CONC. FILLED LINTEL ELK W/ (U 05 REBAR CONTINUOUS PRECAST LINTEL SEE ENERGY CODE FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 6 I6' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1—STORY 1 BLOCK WALL SCALE: 3/4' = l -0' 1/16' OS$. OR }' CDX TYVEK BUILDING WRAP FORTIFIBER BLDG PAP GALv'D MTL. LATH 1/6' TEXTURED FINISH * WOOD Ye' TO W MID WALL WEEP SCREED Zq 1_ J -S' CMU -5/S' TEXTURED FINISH a MASONRY WEEP SCREED DETAIL Cab WOOD TO SCALE: 1 1/2' = I'-O' �Q�NOT USED 8' cm K' DRrUALL rincTc L.F.oD vrcic 030 FELT PAPER INSTALLED 2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN PER FBCR R9052.1 ON TRUSSES WHERE 'X' BRACI OVER •30 FELT PAPER INSTALLED PER FBCR TRUSSES WHERE 'X' BRACING O.S.B. SHEATHING OR }' CDX 1S PRESENT R90521 ON a' O.S.B.IS PRESENT PLYWOOD SECURED PER SHEATHING OR GDX FASTENER SCHEDULE PRE-ENG GABLE TRUSS PLYWOOD SECURED PER PRE-ENG GABLE TRUSS P.T. Ix2 W/ MTL. DRIP EDGE 2x4 NAILER FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ (2) 2x4 OR 2x6 SUB -BAND GONT, 2x4 RAT RUN SECURE P.T. Ix2 W/ MTL. DRIP EDGE 12d's a EACH TRUSS PER ELEVATIONS m W/ (2) 12d's ® EACH TRUSS 2x4 OR 2x6 SUB -BAND 0, TO BE INSTALLED 0 MID. POINT Or TYP. VENTED ALUM. SOFFIT O.H. TO BE INSTALLED 6 MID. PER ELEVATIONS TYP. TRUSS SPAN, OR 10'-0' O.C. MAX. POINT OF TRUSS SPAN, OR VENTED ALUM. SOFFIT °H SEE ENERGY CODE FORMS STIFFBACK (SEE SEALED 10'-0' O.C. MAX. FOR INSULATION R-VALUES TRUSS ENG. FOR SIZE I! ,s4 SEE ENERGY CODE FORMS STIFFBACK (SEE SEALED J' GYPSUM BOARD OR I' CONDITION.) FOR INSULATION R-VALUES TRUSS ENG. FOR SIZE 4 HIGH STRENGTH CLG. O.S.B. SHEATHING OR }' ' GYPSUM BOARD OR CONDITION.) BOARD GDX PLYWOOD. ATTACHED HIGH STRENGTH CLG. O.S.B. SHEATHING OR ' 2x4 NAILER PER FASTENER SCHEDULE BOARD COX PLYWOOD. ATTACHED 2x4 g 24' O.C. ®INTERIOR ON SHEET D5 PER FASTENER SCHEDULE DS, KNEE WALL 1/8' THICK, 3 COAT GONG. FILLED LINTEL BLK W/ PORTLAND CEMENT PLASTER (1) 15 REBAR CONTINUOUS 1/8' THICK, 3 GOAT CONC. FILLED LINTEL BLK W/ OVER EXPANDED GALV'D SEE ENERGY CODE FORMS PORTLAND CEMENT PLASTER (I) 15 REBAR CONTINUOUS METAL LATH ON FORTIF15ER I FOR INSULATION R-VALUES OVER EXPANDED GALv'D JUM50TEX GRADE 'D' PAPER PRECAST LINTEL METAL LATH ON FORTIFIBER PRECAST LINTEL OVER TYVEK BUILDING WRAP WINDOW ATTACHMENT AS JUMBOTEX GRADE 'D' WINDOW ATTACHMENT AS (REFER TO STUCCO SPECS PER MANUFACTURES PAPER OVER TYVEK PER MANUFACTURES FOR COMPLETE INFORMATION) SPECIFICATIONS BUILDING WRAP (REFER TO SPECIFICATIONS STUCCO SPECS FOR I WEEP SCREED PRECAST SILL COMPLETE INFORMATION) PRECAST SILL (SEE DETAIL 2) (1) 05 REBAR VERTICALLY WEEP SCREED (1) 115 REBAR VERTICALLY SECURE GABLE TO 2x6 P.T. W/ CONC. POURED CELL (SEE DETAIL 2) W/ CONC. POURED CELL PLATE W/ 12d's S' O.G. MAX Ix2 P.T. FURRING STRIPS SECURE GABLE TO 2x6 P.T. Ix2 P.T. FURRING STRIPS G Iro' O.C. PLATE W/ 126's S' O.C. MAX s 16' O.G. SECURE 2x6 PT. PLATE TO $, CMU SECURE 2x6 PT_ PLATE TO BLK W/ J'x9' ANCHOR BOLT W/ J BLK W/ J'x9ANCHOR BOLT 8' CMU' 2' WASHER SET IN SIMPSON I/2' GYP. WL. BD. W/ 2' WASHER SET IN SIMPSON I/2' GYP. WL. BD. HIGH STRENGTH EPDXY 1' WOOD BASE HIGH STRENGTH EPDXY 1' WOOD BASE EMBED. MIN. A 32' OC MAX. EMBED. MIN. A 32' OC MAX. 5/s' THICK, 3 COAT j � %' THICK, 3 COAT PORTLAND CEMENT I' < a CEMENT a PLASTER APPLIED w PLASTER APPLIED I ^ o DIRECTLY TO MASONRY L `� DIRECTLY TO MASONRY Z o NOTE: 1—STORY GABLE 1—STORY GABLE PER FBCR 9052.1 - FOR ROOF SLOPES 2:12 TO BLOCK WALL 111 SCALE: 3/4'=I'-O' W/ VAULT CLG. BLOCK WALL LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS UB SCALE: 3/4'.I'-O' PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4865 TYPE IV, OR ASTM D 6151 I'X4' OR 00' P.T. NAILER Ix4 P.T. OR %'X4' MIN. SEOJIRE THRU FRAME 4 EXTEND I -Al INTO BLOCK W/ %' TAPCONS OR DRIVE PIN MIN. AIDS SIZE 10 MIN. HEAD SIZE E 34 ❑ MIN. EMBEDMENT 1-A' WITHIN e• OF EACH END 4 WOC. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MIANFACTIIES DETAILS. NOTE, SHIM AS NEEDED TO MU115 JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3/4 OR +5/4 UA WINDOW TO BLOCK +3 4 OR +5 4 SCALE: I'•I'-0' 2X4: SECURE TO BLOCK W/• TAPCON8 OR DRVE PIN (MRL SHANK, 912E J48 MIN. HEAD SIZE 300 MK EMBEDMENT I Ys') WITHIN 8' OF EACH END 4 B' OC. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/JIN SECURETAFr,CTO DRIVE PM MK SHANK SIZE J43 ❑ MIN. HEAD SIZE 300 MR EMBEDMENT Ow) WITHIN 8' OF EACH END 4 WOC. MAX ePACNG, b, CFAI 2X8, ® Yi' DRYWALL SECURE TO BLOCK W,2-%. TAPOONS OR DRIVE PM i'X4. OR I')O' P.T. NAILER MIN. SHAW SIZE W5 DOOR CASING MIN. MEAD SIZE 300 DOOR JAMB OR WINDOW MIN EMBEDMENT 1 A') ATTACH TO 2X PER WITHIN 8� CF EACH END / MAMFACTI11�8 DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK WINDOW+1"-1/ 2" TO BLOCK +1-1/2" SCALE, I'•I'-0• 2X4, ® 2X4, ® 2x4: tW SECURE TO BLOCK W/ li(.' SECURE TO BLOCK W/ SECURE TO BLOCK WNi TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PM TAIYANH OR DRIVE PIN (MIN. SHANK SIZE J45 (MIN. SHANK SIZE J45 (MIN. SHANK SIZE JK MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MK HEAD SIZE 300 MK EMBEDMENT I A') MR EMBEDMENT I A') MR EMBEDMENT I Yi ) WITHIN WOF EACH END / IS' OC. MAX 8PACMG, WTHM 8' OF EACH END 1 18' O.C. MAX SPACING, WTNN e' OF EACH / WM' Or-MAXMAX epANG. 2x6: ® SECUM TO BLOCK WVN-% RIV TAF'GO48 OR DE PM NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED 2X6. ® SECURE To BLOCK UlQ-jl.' ❑ TAPOCNS OR DRIVE FIN N OTE: STR)CTURAL 2X MUST 2X6, CEO SECURE TO BLOCK WA-114• TAPCONS OR DRYS PIN ❑ NOTE: STRUCTURAL 2X MIST BE ON OUTSIDE 4 SEdIIED (MR SHANK SIZE J45 THROUGH NON-STRUCTURAL (MIN. SHAW SIZE 145 BE ON OUTSIDE 4 SECURED (MN. SHAW SIZE J45 THROUGH NON-STRICTURA.L MIN. HEAD SIZE °N lif.' tAPCCN MIN. I -A, MIN. LEAD SIZE 300 THROUGH NON-STR)CTURAL MIN. MAD SIZE 300 4W TAPCON MIN. 1-Y' MIN, W-WEDMENT 1 Y49 EMBEDMENT INTO BLOCK MR EMBEDMENT 1 A') 9( , TAPCCN MIN. I -A' MR EMBEDMENT I A') MBEDMENT INTO BLOCK WITMM S' OF EACHEND 1 a. CM WITHIN & OF EACH END 4 EMBEDMENT RT'O BLOCK WITHIN S' OF EACH END 4 Is, DC. MAX aPACRITa xoRruwL1W OC. MAX SPACWC am IV OG MAX SPACING. S' cm 2X8i ® PX4. OR PX2' P.t. NAILER 2Xa: ® x. DRYWALL 2X6, ® A' DRYWALL SECUREI BLOCK W/J-i(.' TAPCONB OR DRIVE FIN )W 068. X 4' mK sEanaETO BLoacW/J-'N.' TAFCOM OR DRIVE PIN VX4' OR I'JU' P.T. NAILER sEa)I� TO BLOCK UVI-V4'4�h TAFCONB OR DRIVE PIN I'X4' OR 1'x2' P.T. NAILER 7(' OJ3B. X 4' MN. (MN BLANK SIZE 145 DOOR CASING (MIN. SHANK SIZE ME, DOOR CASING (MIN SHANK SIZE 143 DOOR CASW. MR MEAD SIZE 300 DOOR JAMB OR WINDOW MIN MEAD SIZE 300 DOOR JAMB OR WINDOW MRL HEAD 812E 300 MIN. EMBEDMENT I A•) 4ttACH TO 2)c PER MIN. EMBEDMENT 1 A •) ATTACH TO 7X PER MIN. EMBEDMENT I Y1) DOOR JAMB OR WMDOU WATNIN 8. OF EACH END / b' Or- MAX SPACIMY nANFAC:f1IRE8 DETAILS. WITHIN 8' OF EACH END 4 B' OC. MAX SPACMCs MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 18. O.C. MAX SPACING. ATTACH TO 2X PER MANFACT RES DETAILS. NOTE, 9141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15/16" v SCALE: I'A., 2X4: CM SECURE TO BLOCK W/ W Ole R DRIVE PM (MIN. SWAM SIZE J43 MR 1EAD SIZE 300 MRL EMBEDMENT I A') WITHIN a' OF EACH END 4 B' OG MAX SPACING, ZX6: SECURE TO BLOCK WPiN 7X MUST NOTE: STRI_OUTSIDE S OR DRIVE PM ❑ I 15ETH CK OUTSIDE 4 BECU (MR S'I (MR8i4MK SIZE J43 AL THROlYal4 NON-8TRlGnARAI. Mn MEAD SIZE 300 1(M• TAPCON MR I -A' MR EMBEDMENT I)..) EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 a. cm IV OC. MAX SPArWI )f LL DUN ® i'X4' OOR R I'X2' P.T. NAILER SECURE TO BLOCK WR-11W TAPCONS OR DRIVE FIN 1• P.T. X 4' MK (MIL $RA K SIZE MS DOOR CASING MR HEAD SIZE 300 DOJAMB OR WINDOW M IR EMBEDMENT 1 V ATTACOR H TO 21 PER WITHIN ItOF EACH END 1 MANUFACTURES DETAILS. NOTE, SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED JV) DOOR JAMB TO BLOCK +2 1/4" �n1 WINDOW TO BLOCK +2 1/4" SCALE. I'•I'-0' NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDW) DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T 2X4: CM SECURE TO BLOCK W/ 4/L' TAPCCMLS OR DRYS PM MIN GNAW, 912E Job MIN. HEAD SIZE 300 MR EMBEDMENT I Y WITENND 1 WITHIN B' OF EACH END WY Or- MAX SPACING. NOTE, 8TRIOTRMUST 2X UST BE ON OUTSIDE 1 SECURED THROUGH NON47RJC7IRAL T D' ® %! TAPCCN MIN I-& SECURE TO BLOCK W12Ci ' EMBEDMENT INTO BLOCK TAFY.ONS OR DRIVE PIN MRL SHANK SIZE J46 8' C'TIl MR LEAD SUE 300 K' DRYWALL MEN. EMBEDMENT I A') WTHIN e' OF EACH END 1 1'X4' OR DO' P.T. NAILER b' OC. MAX SPACHC 2ND 2X SIECUIRE TO 2X8. ® STRUCTURAL MEMBER WK2A2d SECURE TO BLOCK WO-%. WITHIN 8. OF EACH END 4 6' TAPCONS OR DRIVE PIN TO e' OG MAX MK SHANK SIZE J45 DOOR CASING MM. MEAD SIZE °Oa DOOR JAM OR WM4DOW MIN. EMBEDMENT 1 A') ATTACH TO 2X PER WITHIN 8' X EACH END 4 B' Or MAX SPACING. M~ACTUREa DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T 1' SCALE, i••1'-0' NOTE, eNM AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED A•) DOOR JAMB TO BLOCK +3-7/16" Cr WINDOW TO BLOCK +3-7 16" SCALE: 1'•I'-0' 2X4 CEO SECURE TO BLOCK W?14 TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 MK HEAD SIZE 300 MK EMBEDMENT 1 A') WITHIN S• OF EACH END 4 IB' Of- MAX SPACING. 2x6: CEO SECURE TO BLOCK WA-1/4' TAPCONB OR DRYS PIN NOTE, BiRKTURAL 2X MUST MIN. SHANK SIZE J45 BE ON OUTSIDE 4 SECURED MIN HEAD SIZE 300 TNR l NON-STRUCTURAL MIN. EMBEDMENT I Yi) %' TAPCON MIN. I -A' WTHM 8' OF EACH END 4 EMBEDMENT INTO BLOCK B' OC. MAX SPACIN_ a' cm 2X8: ® IV DRYWALL BEE TO BLOCK WA-1/4' TAPC/JNS OR DRYS PIN PX4. Olt PX2' P.T. NAILER (MR SHAW, SUE 343 1' P.T. X 4'MIN. MIN. HEAD SIZE 300 MR EMBEDMENT 1 Y4') DOOR CABMCa WI THIN e' OF EACH 4 le. OC. MAX SPACING, DOOR JAMOR WINDOW JAMB OR ATTACi TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +3 3/4" H WINDOW TO BLOCK +3 3 4" SCALE: I'•I'-0' ♦ a 4. u 4 r a e *• 6 Design Grou ,nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407.774.6078 FAX 407-7744078 www.abdesigngmup.eom AA B: 0003325 1zW w z 0 h 0 a21 risrsD:v. a L0T. SILVERADO LOT 2 BLK 6 PROM=" 04128.000-00261 MODEie 4EAB "1672—ARIA" GARAGE d7►MG: LEFT MONOLITHIC 1—STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCFr1ECT: STATE OF FLOI�DA r 10%9/17 LE: 1/4=1-0= 3 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON a' OS,B. SHEATHING OR 1' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR I' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5. 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. ® TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 IS FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) I2d NAILS a EACH TRUSS. BTM. RIBBON TO BE P.T. — WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY FIRST FLOOR BLOCK SECOND 1 FLOOR FRAME SCALE: 3/4'=1'-O' \_SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR J- HIGH STRENGTH CLG. BOARD TWIST STRAP VERIFY W/ TRUSS PLAN WINDOW ATTACHMENT AS PER MANUFACTURES SPECIF ICAT IONS WINDOW SILL 2x STUDS 0 IV O.C. MAX W/ INTAL., SEE ENERGY CODE FORMS FOR INSULATION R-vALUES J' T t G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) I' GYPSUM BOARD OR J- HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1)05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 0 Iro' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON a' O.S.B. SHEATHING OR #' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK (SEE SEALED TRUSS ENG. FOR SIZE t CONDITION) SECURE 2x4 PLATE TO WALL W/ 8'xb' THRU-BOLTS a 32' O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 8' O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON I-ITC4 ® 24' O.C. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR #• CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET 05 1/6' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALv'D METAL LATH ON FORTIRBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. 's TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 IS FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS e EACH TRUSS. BTM. RIBBON TO BE P.T. WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/TRUSS PLAN THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY GABLE FIRST FLOOR BLOCK SECOND 1A FLOOR FRAME SCALE: 3/4' = I' -0' 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's * EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 1' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS IS I6' O.C. MAX W/ INTAL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' T t G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) 1' GYPSUM BOARD OR NIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) 15 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS O 16' O.G. 8' CMU 1/2, GYP. WL. BD. WOOD BASE 2x STUDS a 16' O.G. MAX W/ fNSUL., SEE ENE�sY CODE FORMS FOR INSULATION R-VALUES ' T t G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE rb O.S.B. SHEATHING OR }• CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET IDS 116' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO 2x STUDS ® I6' O.C. MAX W/ INSUL, SEE ENERGY CODE FORMS FOR INSULATION R-VALUES T t G SUBFLDOR GLUED AND SCREWED AS PER FASTENER SCHEDULE NOTE: PER FBCR 9052.1 -FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REOUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 3/4' T 4 G SU6FLOOR GLUED STUCCO SPECS FOR COMPLETE AND SCREWED AS PER INFORMATION) FASTENER SCHEDULE ON 2x4 CONT. 9 TOP AND BT. OF SHEET D2 FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 PRE-ENG FLOOR TRUSS 18 FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) PRE-ENG FLOOR TRUSS FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS® EACH TRUSS. SIMPSON HETA-Iro EMBED. 126 NAILS o EACH TRUSS. BTM. `' GYPSUM BOARD OR BTM. RIBBON TO BE P.T. STRAP 0 32' O.G. MAX VERIFY RIBBON TO BE P.T. HIGH STRENGTH CLG. W/ TRUSS PLAN WEEP SCREED BOARD PRE-ENG FLOOR TRUSS (SEE DETAIL 2/D3) (INSTALL PER MFG. SPECS.) J' GYPSUM BOARD OR J' EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK W/ HIGH STRENGTH CLG. BOARD W/ TRUSS PLAN (1) 05 REBAR CONTINUOUS GONG. FILLED LINTEL BLK W/ W THICK, 3 COAT PORTLAND (1) 05 REBAR CONTINUOUS CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RIBBON FLOOR CONNECTION AT PARALLEL/ FASTENING DETAIL 2 PERPENDICULAR PRE—ENG FLOOR TRUSS SCALE: 0' SCALE: 3/4'= I'-0' FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON J' O.S.B. SHEATHING OR #' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT 1,0000 UPLIFT — CONNECTOR 2x8 SYP •2 — DBL TOP PLATE WALL SHEATHING 2x8 SYP 02 — WOOD STUDS AT 12' O.G. MAX 2x8 P.T. SYP 02 SOLE PLATE "5 REBAR s 16' O.G. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN. SEE ENERGY CODE FORMS FOR INSULATION R-vALUES z w rQ ZQ N WALL Z . SECTION — WOOD FRAME TO 1B LOCK WALL FASTEN 97UD8 TO BLOCK WALL WITH USP MBTA48 STRAP WITH NE FASTERS AS GWOUNt INSTAL. STRAP • EA. END (UNO) 4 SPACE STRAPS AS FOLLOWS: -n MPH'C':92'O.G. -IS: MPH 'C, 32' O.C. -W MPH 'B', 48' Or- -" I" 'c' 48' or — TOP OF STUD WALL I ZOLE PLACE - TOP OF _ M.490NRY W4L CMU BLOCK WALL SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR I' HIGH STRENGTH CLG, BOARD SIMPSON SP2 ® EA. 2X8 STUD J' DRY WALL }' DIA ANCHOR BOLT AT I6' O.C. MAX WITH 1' EMBEDMENT AND 2' DIA. WASHER SIMPSON SPI A EA. 2X8 STUD (1) COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (1) 05 REBAR HORIZONTALLY PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS SILL Ix2 P.T. FURRING STRIPS Is I(o' O.C. 8' CMU 1/2' GYP. WL. BD. (1) 04 CONTINUOUS REBAR WOOD BASE 04 REBAR 48' LONG W/6' HOOK IS 24'O.C., MIN. 24' IN SLAB 2'-0" (MIN. I 4' CONC., REINF. W/ 6'x6' WIAXWIA0 WWM ON 6-MIL POLY • ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE (3) r5 REBAR ON CHAIRS 2 -0 PLACE STRAPS SPACED AND FASTENED AS SN01N WITH ONE ADDITIONAL STRAP AT EACH WINDOW KW. STI10 MIN (10) 10d COMMON NAILS INTO STUD (0146 DIA X 1 1/2' LONG) :]=FILL ALL REMANING STRAP HOLES W/ Wfd NAILS INTO WOOD BACKING. DO NOT PLACE SCREW IN TOP HOLE NEAREST TO TOP OF CM BLOCK WALL CONNECT BOTTOM OF STRAP TO CM BLOCK WALL W/ W, 3/AS' DIA. X I-V4' LONG TASON MASONRY acrEWO EXTERIOR STUD WALL CONNECTION 3 TO NFIRST FLOOR MASONRY WALL A R C B I T E C T S Design Grou ��e. 1441 N. RONALD REAGAN BLVD.. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com L AA P. 0003325 w h 0 a y 0 i sIIBDm as LOT. SILVERADO LOT 2 BLK 6 PnO041128�.00 —00261 3WDXM- 4EAB 1672— ARIA" GAPLAOD 9WMWG: LEFT MONOLITHIC 2—STORY WALL SECTIONS & NOTES 150 MPH EXP. B Dp 7 10/19/17 SCAL@ 1/4"=l'-0" sr�mma' D 4 PRECAST 1EADEFVMW 2 X 4 (MN 2 X 3) 1-3/16 TAPCONI OR DRIVE PIN MN BHAJC SIZE MN HEAD SIZE 900 MN EMBEDMENT I I14'1 B' FROM EACH ETD AND W oG MAX MN I•v4 eMBEDMSNr 2 X 6 MN 2 X 3) 2-3/I6 TAPCCN jT OR DRIVE PIN (MIN SHAW SIZEJ45 MN LEAD SIZE 900 MN EMBEDMENT I V4') B' FROM EACH END AND W OL. MAX MN 1-1/4' EFOEDMBNT 2 X S MN 2 X 317.3A6 TAFKON OR DRIVE PIN (MN SMANIC SIZEJ45 MN HEAD SIZE 300 2X4 SOLD BLOCKING MN EFOROMENT 1 V4'/ SECURE TO SHEATHING W/ D• FROM EACH END AND b' MN. 2-12d PER BILK EA END OL. MAX. MN 1-1/4' EMBEDMENT 1/I6' OSB SHEATHING C MU WALL ARCHWAY DETAIL 1 16" AND UNDER SCALE: VU'•I'-0' DBL. TOP PLATE 2X4 16' OG MA)c SECURE 2X4 W/ EMBEDMENT I V WAN 6' EA END NOT To Rf ARCHWAY EXCEED ISOG MAX 2X4 9O.D BT. PLATE BLOCKING SECURE 144, PLYWOOD - TO SHEATHING WITH OR 1A6' OSB, MN 2-12d PER BLK EA END EXTERIOR ARCHWAY U SCALE: 1/4'4'-®• lO. 1,W OAS, OR IV FLYWOOD SHEATHING 2O 90 6LDG FELT Q 24' WIDE 26 GA GALVANIZED METAL FLASHING O MUST ADD CIS10, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. ® FISEWSLASS SHINGLES iR188 I/2' CLG. BOARD 4 TENT. 91MPSON SP4 2X4 COL. TOP PLATE • 32' OL. 1/2' DRYWALL 2X4 WOOD STUDS -16' OIL., UNO. ON TRU98 PLAN 2X4 CONT. STRESS �BLOCKING MID -WALL 3X4 PT. PLATE SIMPSON SP4 32' OG MAX I/2'X9' A.M. 32' Or - SLAB 2 9'6 CONT. 1—STORY INT. BEARING WALL 7 scALE.In'.R-m. NOTE: FOR WALLS UNIo U•LFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. SIMPSON SP4 • 32' OG COL. TOP PLATE 2X4 16. Or- MAX SECURE 2X4 W/ 2-V TAFCONS OR DRIVE PIN (MN. SHARK SIZE J4S MN LEAD SIZE 300 MN EMBEDMENT I W MIN B' EA END NOT TO EXCEED S' OG MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING UT14 MN 2-12d PER MILK EA END EXTERIOR ARCHWAY PRECAST NEADEWMN) 2% 4 (MIN 2 X 3) 1-9A6 TAPCON OR DRIVE PIN MN 804AW SIZEJ49 MN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FR01-I EACH END AND 18' OG MAX MINI-I/1' 131'11 I -ENT 2 X 6 MN 2 X 3) 2-.'W/16 TA•CON OR DRIVE PM (MN SHAW SIZEJ45 MN HEAD 912E 300 MIN E'BEDI'7ENT 1 114')8' FROM EACH END AND 18' OG MAX MN 1-1/4' EMBEDMENT 2 X S (MN 2 X 3) 2.3/16 TAPOON OR DRIVE PIN MN SHAW, 512EJ45 Mill HEAD SIZE 300 lA6' 080 SHEATHING MN EMBEDMENT 1 1/4') 2X4 16' Or- MAX 6' FROM EACH ND AND S' (WHEN OVER IS' INHEW.04TJ Or- MAX M1-1/4' EMBEDMENT 2X4 SOLD BLOCKING — SECURE TO SHEATHING W/ MN 242d PER 13LK EA END ARCHWAY DETAIL 4 16 AND UP SCALE, IA'•F-0' 5 CLOSED VALLEY FLASHING DETAIL N.TS. DOUBLE TOP PLATE 2x4 CONTINOUS STRESS BLOCKING MID WALL 2.4 STUDS - 16' OZ. MAX, USN. j' T 4 G BUBFLOOR GILLED AND SCREWED AS PER FASTENER SCHEDULE ST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 • 32' OL. MAX LHiGH FLOOR TRUSS DOUBLE TOP PLATEN 2x4 CONTOUS STRESSBLOCKING MID WALL 2x4 STUDS • 16' or_MAX, UON. V2'GYP. WL. ]BID.SECUREST. PLATE TO SLAM WV I'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON STRENGTH EPDXY T' EMBED. MN - S4MP80N SP4 • 32' Or- MA S INT. 2—STORY LB.W. SCALE: i!U'•P_0• PRE -END TRUSSES OR CONY. FRAMED RAFTERS j' O.S.B. BREATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 2x4 BLOCKING UNDER WALL STUDS SCUM£ BETWEEN TRUSS SAYS W/ (3) 12d'6 EACH END 2x DOUBLE TOP PLATE STUDS • 16, OL. MTS-12 • EVER STUD 2X4 ST. PLATE DORMER 9 ATTACHMENT BCALe,rn••r_® DBL. TOP RATE SECURE 2 X RIP TO FIT W12-12d8 6'-8' OG MAX TAY TEXTURED FINISH 1A6- OaB SHEATNN6 2 X 4 16. OL. MAX. (WHEN OVER Kr' N HEW 2 X 4 (WHEN OVER 16' IN HIEGHTJ 114' TEMPERED MASONITE GLUE 4 NAIL W1Sd'S B'-12' Or - IF NEEDED. 2 X SOLID OLK'G 6 ARCH SECURE Wa-12d EACH ETD —MTL U.DW FRAME 'MIOTE• NO GAP • IIDU FRAME TO EXCEED V4' AIL 2 X 4 (MN 2 X 3) 1-3A6 TAPCON OR DRIVE PIN MN SHAW, SIZEJ45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') 6• PROM EACH END AND 18' EXISTING BLK ASV. Or- MAX MIN I-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2.3/16 TAPCCN 1/6' TEXTURED FINISH OR DRIVE PIN MN 54AW SMJ45 MN SIZE 300 SHEATHING lA6. 050 SHEATHG MN EMBEDMENT 1 1/4'1 6' FROM EACH END AND W(WHEN 7 X 4 W- OG M6AX OG MAX. MIN 1-1/4' EMBEDMENT OVER IS- N HEIGHT.) 2 X 4 (WEN OVER IS' 2 X 8 MN 2 X 3) 2-3116 TAPCON 16' IN HEIGHT.) OR DRIVE PH MN SHAW WMJ45 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 2 X SOLID BLK% . ARCH SECURE 02-12d EACH END S' PROM EACH END AND S' ATTACHMENT PER CC. MAX MN 1-114'EMBEDMENT MAIFACTURER'S SPEC'e. MTL WDW FRAME 114' TEMPERED MASCNTE 'NOTE, NO GAP WDW FRAME GLUE 4 NAIL W/6d'S 6'-12' OL. TO EXCEED V4' F NEEDED. ARCHWAY DETAIL r1 CUTAWAY J.J SCALE: I/l'•I'-0' ROOF TRUSS UPLIFT CONNECTOR NOT 84-0 FOR CLARITY (SEE SHOP DWGS.) EXTERIOR WALL SHEATHING (SEE NOTES) FASTEN EACH STUD TO DEL. TOP PLATE W/ USP SPT24 NAIL PER MANUF. SPECS. SECTION AT TOP 6OF EXTERIOR WALL SCALE:NTS ASPHALT SHINGLES OVER 90 FELT CN 1A6' OSB. PRE -END GABLE TRUSS SFF STFFBACK (SEE SEALD ENG PACK FOR SIZE 4 CONNECTION) 2.4 SPF BLOCKING BETWEEN TRUSSES WHEERE 'X' BRACING IS PRESENT �- CON. 2,4 SPF RAT RN ' SECURED W/ (2) 124'.. EAC44 TRUSS (2) 2x4 02 S.YP. DIAGONAL BRACE W/ (3) 12d'6 • EACH TRUSS (DIAGONA- X-GRACING TO LAVER 5-TRUSSES $' GYPBU'I BOARD OR I' HIGH STRENGTH CLG. NOTE: BOARD DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE • ANY SPAN 5'-0' OR GRATER REFER TO TRUSS ENS. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-0' (1)X-BRACE 30'-1' TO 60'-0' (3) X-GRACE (U X-GRACE • CENTER AND (2) BRACE DIVIDED EOUALY FROM CENTER TO END 10 GABLE X—BRACING SCALE: V2'•1'-0' 2x RIDGE ONE. SIZE LARGER THAN RAFTER SIZE MIN, (3) 12d NAILS OR MIN. (4) Old CAN NAILS I1,6 COLLAR TIE AT EVERY OTHER RAFTER V MN. (3) Ud NAILS OR MIN. (4) 10d CAN NAILS Ile NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GtN NAILS • EA TRUSS' RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP ROOF DEQCINYs OVER PRE-ENG TR119LR PRE-ENG. TRUSS CONV. FRAMED ROOF META-24 RAFTER TO BLKY• SCALE: IR'•1'-0' BETWEEN TRUSSES 0'-V TO 30'-0' (U'X' BRACE 30'-1' TO 60'-0' (3) 'X' BRACE (I 'X' BRACE • CENTER) (2 'X' BRACE DIVIDED ECLIALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER -� 90 FELT ON 1A6' 0.615. (2) 2X4 n SYP DIAGONAIL BRACE W 3-12d • EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUBSEB 2X4 BLOCKING WHERE 'X' BRACING IS PRESENT TRUSS NAILS EA END TO TO TRUw OFF STFFBACK (SEE SEALD END. PACK FOR / SIZE 4 CONNECTION) lA6' OM SHEATHING - USE ed NAILS AT 4- oc. EDGE 4 6' o- FIELD TRUW 24' — 10' CLG. BOARD 2X4 W/ 3/e' X 9 LAG .12' orM NAIL CON. RAT RN TO OR 81MIP8O4 META-24 • 32' OL. MAX TRUSS UV (2) 12d • EA. TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. b OG IN FIELDING TO BE DDL TOP PLATE 4. O.C!ALL�EDGES W/8d NAILS 2X4 STUD S' OL. MAX (1112—STORY GABLE END CROSS BRACING SCALE: V2'•I'-0' • I115 UPLIFT SIMPSOM HTamo W/10 Wd TO TRUSS AND (4)1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL •2350 UPLIFT (2) SIMPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WA0 10d TO TRUSS AND (4) 1/4' x 2 1/4. PRE -END TRISS CONTINUOUS BOND BEAM T-- MIN. 2' COVER 2' APART 12 S R ' TR KTJ. 12' Z FINISH s LANDING 3/4' PLYWOOD FF. - z DBL 2XS � 3(o' MIN. FINISH 3/4' PLYWOOD WITH LANDING DETAIL 4 12-0 COMMONS WINDER DETAIL NAILED THRU 3/4' FINISI I LANDING PLYWOOD INTO 3/4' PLYWOOD FF, EACH STRINGER LESS THAN 4' TYP. 3-2x12 SYP STRINGER DBL 2XI2 2XI2 TREAD ETWEEN SPINDLES REINFORCED W/2X4 SPFOR CUT TO FIT JOIST D W/CONT. BEAOF IXS RISER SUB -FLOOR ADHESIVE 0 PL-400 OR SIMILAR m z HAND RAIL EA HORIZONTAL RUN F SECURE TREADS TO STRINGER W/(3)'8 3' SCREWS 9 EA v STRINGER, UNTHREADED SHANK • 1/2' DRYWALL TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING IXIO TRIM NOTE: 1' NOSING TYP. STAIRS RISERS TO CONFOR 1 TO FBCR 5TH EDITION (2014) (3) 10d CUT NAILS -1-3/4' MIN. TREAD 10% MAX. RISER 3/16' MAX. VARIATION IN RISERS/TREADS SLEEPER INTO m Q ADJACENT TO EACH OTHER SLAB 3/8' MAX. VARIATION IN ANY RISERIfREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPABILITY 3 STAIR SECTION DETAILS WINDERS- MIN. 6' WIDE 0 NARROW END MIN. II' WIDTH o 12' FROM NARROW END SCALE: 3/4'.1'-0' 34' MIN. HANDRAIL HGT. A R C R I T E C T f 6 Design Grou .n6. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-7744078 www.abdesigngroap.com AA 8: 0003325 (.tW y O V (�V Vy.. O �4 y W O F O ti t 6 SIJSDIV. 4Ia LOT. SILVERADO LOT 2 BLK 6 PROinc" 04128.000— 00261 MODEIs 4EAB "1672-ARIA" GAP -AGE 8MMG: LEFT PAGE: MISC. DETAILS 150 MPH EXP. B ARCH '- STATE OF FLOWA PDA-M 10/1 //171/4"=1'—O"\J'rl_/ 5 PRODUCT APPROVAL LISTING-SHINGLESSTANDARD PRODUCT APPROVAL LISTING EXPIRATION DATE FL 10446-R4 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10447-R3 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10456-R3 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 17236-R2 LISP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244-R1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17243 FL 17241 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244 FL 6223-112 FL 17236 LISP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 7473-R6 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR 12/31/2018 FL 12019-R5 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR 3/2/2020 FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR 7/31/2019 FL 14039-R2 PLYGEM SINGLE HUNG - 2014 FBCR 7/31/2019 FL 14634-R2 PLYGEM SLIDING GLASS DOOR - 2014 FBCR 7/31/2019 FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR 7/31/2019 FL 14253-R3 PLYGEM FIXED GLASS 2014 FBCR 7/31/2019 FL 15217-114 MI WINDOWS & DOORS SINGLE HUNG 2014 FBCR 12/31/2017 FL 13349-R4 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2014 FBCR 12/31/2017 Fl 15333-R2 MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR 12/31/2017 FL 15076-113 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR 12/31/2017 FL 5678-R3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5684-R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 15279-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5891-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR 12/31/2018 FL 10758-R6 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR 04/13/2018 FL 10477-R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13192-R4 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13223-R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13265-R2 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 4103-R8 TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR 12/31/2018 FL 7006-R9 IKO SHINGLES 30 YEAR 2014 FBCR 9/6/2021 FL 158-R8 CASTCRETE STRUCTURAL LINTELS 2014 FBCR 9/11/20U THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 09/26/201 A R C R I T E C T 8 1 Design GrouFOAa 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA #k 0003325 J R d h e a W 0 R O >sRJOR aLOT: SILVERADO LOT 2 BLK 6 PROJ>QCT# 04128.000-0026 HODZLc 4EAB "1672—ARIA" GARAGM SWENG: LEFT PAGM: PRODUCT APPROVAL LISTING 150 MPH EXP. B m 9/17=1'—O" PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS T BE WIRED TIED TO LATH 9' OL. MAX (VERT.). NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE C0NTRSOL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • T' O.C. MAX VERTICALLY I .ATM SHALL MOT 5E CONTINUOUS 'HI�WH SMALL 2L \ JOINTB BUT T SHALL BE STOPPED AND 0 AT EACH SIDE i' THICK, 3 COAT CEMENT \ PLASTER L LAYER 4, FORTIFIBER BUILDING+ PAPER APPROVED METAL LATH FASTENED -T' (VERT.) OL. MAX AT SUPPORTS URB LAYER M, STUCCO URAP U000 SHEATHING A.�e. cR ASTM CI063 PROVIDE 2X4 BLOCKING 0JA PLACED FLAT MAX 6' TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON -ASTENERS FOR LATH TO BE NAILS O -� / STRUCTURAL 9'ND 'AMES IN COMPLIANCE W/ ASTM CW63 WIRE TIES TO BE (NO. 18) 00415' WIRE / BLOCKING SHOIW MAY BE IN ADOITI UTAONy \ LL STUDS REOWRED PER PLAN p I� IFS O"M" TYPE CONTROL JOINT OL FOLD nuI•RD • F?, A a� OI— Pa✓RD FR. A 1 CRENe • FT. e 3.�•MC fT- OWNS) E RO DISK EDW EMBD W. L-- • -A z aa<Aec • n. e 9. C{iEA9E • A.O 4 FOLD PT. C 01TR t7. e TI1 rt. c Taurxs IOOrra'1 rL.NaE amT� PL"'� IwTER TIf�R SEAL POLD.� UOS art. 3 COAT CEMENT I ( 1114 W' T COAT OUILDMG PAPER ~HII, OILY) UAW LAYER 9, STUCCO URAP(PRANE p T) LA LAYMS OP WLDNO e OVER NARM6 PLANW. STOP OKT •� MUM M BOERIOa �) PASCIA I~ Sib YLALL iiA.N11/L` KICK -OW PLASHING (SEE MTALI APPROVED BUILDING URAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) N 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO ISE TAPED LATH VERTICAL LAP TO BE I' WITH FORTIBER SHEATHING. TAPE / 1—et LAP • tfrTAL LATH \ X X X METAL LATH IT UI RB LAYER -1. ASTUCCO WRAP 6' MM PAPER LAP BELOW OrILY / UARB LATER -2. FORTIFIBER BUILDING PAPER i M LATH LAP 4' OyER ALL LAP 2 APER LAP. SCALE, I I/2'•1'-0' 0) KICKOUT DETAIL G�qy 9�a n INQSL MsrAu tclacour RASIa1G AT BOTTOM O 1sOOF 1 ,.. MEMECfIONB <w DR VERTICAL LATH & PAPER DETAIL NOTE, SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 004154N. (121-MM) WIRE AT INTERVALS NOT MORE THAN S' (22S-MM). AS PER ASTM CI063 lB.l. FOR REPAIR OF TEARS IN WIZB LAYERS, TEARS MAY BE PATCHED WA40USE MRAP TAPE PER MANIF. SPEC, OR PEEL N STICK J' THICK, 3 COAT CEMENT PLASTER METAL LATH UIRB LAYER -2, FORTIFIBER BUILDING PAPER U1RB LAYER •I, STUCCO WRAP WOOD SHEATHING WOOD SHEATI BUILDI PAFEF STUCG HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) I' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB a TAPE OVER ROOF/WALL SCREED 3'X5' 'L' TYPE CONTINUOUS GALv. METAL FLASHING. (NAIL TO ROOF DECK, NOT WALL SHEATHING.) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4'x4' SELF -ADHERING MUSS' SRAM FLASHING (CO'PATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE FLASHING WEP 01 6'x6'SELF-ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP, fiASHING TO EMEND ONTO PIPE CUT MID OVERLAP ONE SIDE OF STEP 02 SELF -ADHERING MEMBRANE `� FLASHING UPS LAYER'), STUCCO URAP WRS LAYER -2. FORTIFIBER BUILDING, PAPER METAL LATH 6'x6' SELF -ADHERING r16M ISMA E LASHING OVER 4'x4' SELF -ADHERING MEMI5R.ANE INSTALL FASTENERS (CLIPS.FLASHING OVER APPTL)VED STRAPS, STAPLES) ASHOUSE UlRAPRECUIIREDTOSECUREPLASHING TO EXTEND ONTO PIPE PIPE/ WIRE TO PRAMMG4'x4' SELF -ADHERING, MEMBRANE INGOVER APPROVED NOOSEU NAP.G TO EXTEND ONTO PIPE T/.V. CONT. BEAD OFSEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION B,ARRER OVER SHEATHINGELASTOMERIC COATNG OVER STUCCO/ FINISH (SEE TYP WALL SECTION/ SECTION PER FBC R703.81 EWrlor Uwin am 111esYrIrII E.t.dor use of porOwd cerrwrl patter shall —pty wdh U. appc dm mWlr menu of ASTM C 92612A shall rmp of th ASTM C 1 end Ue1N'B shell comp with ASTM C 111/3-12A. 3�- F' E FENETfRATION DETA KITc, I 10 ,J DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIF15ER — —'—'— —'— BUILDING PAPER) METAL LATH x—x—x—x STUCCO 5ELF—ADHE51VE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER F5G R103.6.1 / ASTM C-841-09, MIN. 2-5 LBS- PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATION5) A N C N I T E C T• GIDesign oXu . . 41 N. RONALD REAGAN BLVD. LONGWOOD, A.32750 PH: 407-774,6078 FAK 407-7744078 www.abdesigngroup.com AA S: 0003328 W N V W O y A F ti BLTHDIV. AI LOT. SILVERADO LOT 2 BLK 6 PRO To 04128.000-00261 MODRLs 4EAB "1672—ARIA" GARAGL' LTG: LEFT PAGM: WALL ASSEMBLY DETAILS 150 MPH EXP. B I TA ] 10/19/17 sCAL1R 1/4"=1'-0" silo= WA1 BACKER ROD BACKER ROD WRB LAYER -1, STUCCO WRAP INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECUENCE OF FLASHING TO ISE� I. BOTTOM, 2. SIDES. 3: TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDE8.15' CAULKING • JOINT ALL AROUND PER FBC R703.6.1 Exterior lathing and plasterft Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT '., J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER r2, FORTF15ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER'(, STUCCO WRAP WRB LAYER -2, FORTIRBER BUILDWG PAPER WOOD CCNSTUCTION METAL LATH cm8' CVINYAsh L CASRJG BEAD ?'^ b' RAISED BAND )6' TOW MID -WALL IIFFP VfXFII b' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRI5 LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTfFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO •�� I SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER F5C R103.6.1 / ASTM C-641-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LO STUCCO FINISH Co' SELF ADHESIVE OVER TOP ri SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT Is TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' F----7 F_-1 VENT PENETRATION SCALE: N.T.S. A rKMA ICJ I'C7=L.t l VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION �ELEG. METER FIELD VERIFY LOCATION 1 APPLY STUCCO SCRATCH COAT AND ONE lU LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM / " — —1— R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTINIBER MILDING PAPER j' THICK, 3 COAT CEMENT PLASTER Ye' TO Ya' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED ` WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR5 LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z OVER 60 MI GRADE '0' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC _ I r 12111 A WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH 1/8, TEXTURED FINISH s WOOD -FASTEN TO WOOD STRUCTURAL MEMBER • l' O.C. MAX V TO )4' MID -WALL WEEP SCREED b' WIDE STRIP SELF ADHESIVE FLASHMG, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #1 STEP #3 8' WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING X MEMBRANE FLASHING -1 � APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STE WRB LAYER 11, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WR 5 LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC. COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) n_ .METAL LATH STET= #ram STEF #0 (�) ELECTRICAL RECEPTACLE 771 A R C N I T R C T S 6 Gw-a- 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA is 000332, m y W cam, ww 0 4 y 0 N 4 2 lslumrv. a LOT. SILVERADO LOT 2 BLK 6 PROJww 04128.000— 00261 ]I[OD�Is 4EAB "1672—ARIA" OAIL"M 91WW is LEFT PAGIM WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCFRTECT- STATE OF FLOFlDA Q 11 r 10/19/17M 1/4"=1'-0"T AS CASRJG BEAD ?'^ b' RAISED BAND )6' TOW MID -WALL IIFFP VfXFII b' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRI5 LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTfFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO •�� I SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER F5C R103.6.1 / ASTM C-641-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LO STUCCO FINISH Co' SELF ADHESIVE OVER TOP ri SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT Is TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' F----7 F_-1 VENT PENETRATION SCALE: N.T.S. A rKMA ICJ I'C7=L.t l VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION �ELEG. METER FIELD VERIFY LOCATION 1 APPLY STUCCO SCRATCH COAT AND ONE lU LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM / " — —1— R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTINIBER MILDING PAPER j' THICK, 3 COAT CEMENT PLASTER Ye' TO Ya' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED ` WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR5 LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z OVER 60 MI GRADE '0' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC _ I r 12111 A WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH 1/8, TEXTURED FINISH s WOOD -FASTEN TO WOOD STRUCTURAL MEMBER • l' O.C. MAX V TO )4' MID -WALL WEEP SCREED b' WIDE STRIP SELF ADHESIVE FLASHMG, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #1 STEP #3 8' WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING X MEMBRANE FLASHING -1 � APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STE WRB LAYER 11, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WR 5 LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC. COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) n_ .METAL LATH STET= #ram STEF #0 (�) ELECTRICAL RECEPTACLE 771 A R C N I T R C T S 6 Gw-a- 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA is 000332, m y W cam, ww 0 4 y 0 N 4 2 lslumrv. a LOT. SILVERADO LOT 2 BLK 6 PROJww 04128.000— 00261 ]I[OD�Is 4EAB "1672—ARIA" OAIL"M 91WW is LEFT PAGIM WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCFRTECT- STATE OF FLOFlDA Q 11 r 10/19/17M 1/4"=1'-0"T AS lslumrv. a LOT. SILVERADO LOT 2 BLK 6 PROJww 04128.000— 00261 ]I[OD�Is 4EAB "1672—ARIA" OAIL"M 91WW is LEFT PAGIM WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCFRTECT- STATE OF FLOFlDA Q 11 r 10/19/17M 1/4"=1'-0"T AS WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WOOD WRB LAYER -2, FORTIFIBER CONSTRUCTION BUILDING PAPER V HAT CHANNEL J' THICK, 3 COAT CEMENT W/%' TYPE 'X' DRYWALL PLASTER 6' SAP. s TOP OF WEEP SCREED - TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN WOOD SHEATHING , WEEP SCREED WRB LAYER 91 STUCCO WRAP - ]' THICK, 3 COAT CEMENT PLASTER _ W SELF-ADHEREING AM66-WF WC-T80 CUSTOM CASING BEAD i FLASHING WRAPPED i TOP Or WEEP SCREED i TO SHEATHING BELOW ```� T r . i WRB LAYER 9, i ?4' STUCCO WRAP r WRB LAYER r2, FORTIFIB -- --_-- ' m I BUILDING PAPER T i 6'SELF-ADHEREING ` FLASHING WRAPPED WRB LAYER 9, STUCCO WRAP o COFFER OF CANTILEVER 4' POSITIVE DRAIN AMICO AM66-UFW1G-l8® 1 WEEP SCREED CUSTOM CASING BEAD NO GAP IN FIELD --/ (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD lOA DTL.0 CANT. SCALE: 1 1/2'-V-0' NOTE: METAL LATH: LATH TO BE PER FBC R103.6.1 / ASTM C-84-1-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION HEATHER RESISTIVE BARRIER 9 3/ I RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER -2 VINYL CASING BEAD }' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH 1' THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CASING BEAD L NO GAP IN FIELD (SHIOLI.N FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON -WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER r2 VIfVTL (..MDINC. i' THICK, 3 COAT CEMENT Li PLASTER 5/8' TYPE 'X' DRYWALLMETAL LATH W/TEXTURED 4 PAINTEDr t WOOD SHEATHING THICK, 3 COAT CEMENTHEADER/BEAM PLASTER VINYL CORDER BEAD _ VINYL CORP. 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMEG WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS (LEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER -2 ;' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL i' THICK, 3 COAT C LNO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @PAINUTIEVER DRIP DGE LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO FINISH LAYER (2 LAYER PEEL 4 STICK)- 6' PEEL 4 STICK • DRIP EDGE TO DECK I VXI 3's' P.T. OR SIMULA WOOD (TREX) FfLLER, CONTINUOUS WATER PROOFING let I \ LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL 4 STICK s DRIP EDGE TO DECK—,, SUB FLOOR CONTINUOUS Yi GAP FOR BACKS ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD -� COLUMN SHEATHING .,WEATHER RESISTIVE H ! � BARRIER 9 3' X 3' 26 GA GALV. / WEATHER RESISTIVE METAL DRIP EDGE '• BARRIER •1 SET IN FULL BED OF )J, MII __ \ /I 6' SAP. •. SPACE FROM DRIP PEEL 4 STICK FACE TO TREX 1 I V.3' 'L' FLASHING \ FULLY EMBEDDED 1 I IN ROOF CEMENT I K' X 3' 26 GA GALV. Ys' GAP FOR BACKER METAL DRIP EDGE ROD 4 SEALANT Y1 GAP FOR BACKER SET IN FULL BED OF ROD 4 SEALANT SEALANT, 15' MIN. VINYL CASING BEAD 1-' SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE ' WEATHER RESI5TIVE VINYL CASING BEAD BARRIER 9 1 BARRIER 9 j WEATHER RESISTIVE '2 WEATHER RESISTIVE WATER PROOFING Ist / , BARRIER BARRIER -2 LAYER (2 LAYER PEEL EXTERIOR COLUMN 4 STICK) •`\ 'aru' nm COLUMN SHEATHING DECK MEMBRANE, EXTEND OVER DRIP \PEEL 4 STICK 6' SAP. •I EDGE 1(4'x3' 'L' FLASHING 3' X 3' 26 GA GALV. SUB FLOOR / ' 'FULLY EMBEDDED IN METAL DRIP EDGE - ®� I ROOF CEMENT - 'SET IN FULL BED OF 1 cp MIN. I I $' X 3' 26 GA. GALV. /SEALANT,Yi' / SPACE FROM DRIP METAL DRIP EDGE SET IN FULL BED OF • FACE TO TREX I Yi'XI V P.T. OR SIMULATED SEALANT, MIN. IN VYL CASING BEAD WOOD (TREX) R )FILLE SPACE FROM DRIP WATER PROOFING Ist I CONTINUOUS./FACE TO TREX LAYER (2 LAYER PEEL 4 Y. GAP FOR SEALANT VINYL CASING BEAD STICK) WRAPPED FROM OPT. BACKER ROD. WATER PROOFING lat BALCONY DECK TO MODIFIED ]0 LAYER (2 LAYER PEEL 4 CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM ill THICK, 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO PLASTER VINYL CASING BEAD CANTILEVER METAL LATH J' THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WEATHER RESISTIVE HARRIER 9 5/8' TYPE 'X' DRYWALL METAL LATH WEATHER RESISTIVE W/TEXTURED 4 PAINTED A FINISH WOOD SHEATHING BARRIER -2 - 4' POSITIVE DRAIN THICK, 3 COAT CEMENT 4' POSITIVE DRAIN IIFFP 4 !'QFFr7 WEEP SCREED P PLASTER -- - --- (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A x-x-x-X EDGE INSTALLATION -ADHESIVE FLASHING - WOOD SHEATHING 2x FRAMING MEMBER LAYER w, STUCCO STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTINBER CORNER BEAD BUILDING PAPER FASTENED TO SHEATHING o �' O.C. MAX. METAL LATH ---� I' THICK, 3 COAT CEMENT PLASTER WRB LAYER "I, 6'SELF-ADHERING STUCCO WRAP FLASHING WOOD SHEATHING i METAL LATH DRIP CAP ---�—� WRB LAYER -2, FORTIF15ER BUILDING PAPER WINDOW FLANGE (14 A CORNER BEAD C FRAME k 2 1/2" 1, CORNER BEAD (FASTENER 4 SPACING si '1' O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD � BLOCK VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CA51NG BEAD J SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (Wf"L" FLASHING) SCALE: NTS WRB'LAYER 9, STUCCO WRAP WOOD SHEATHING r WRB LAYER •I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER "2, FORTIFIBER BUILDING PAPER( - METAL LATH }— 1 1 THICK, 3 COAT CET PLASTER !o'SELF-ADHERING FLASHING DRIP CAP ` WINDOW FLANGE 15B CASING BEAD @ WINDOW FRAME, NO BAND) A R C N I T E C T S esI n G2 Inc. 41 N. RONALD REAGAN %VD. LONG WOOD, FL 327W PH: 407-7746078 FAX 407-7744078 wwwabdesigngroupAmm AA #: 0003325 c w y 0 O zs FBLK .Ae LOTRADO T 2 6 Pnoj=T# 04128.000-00261 A[ODSLs 4EAB "1672-ARIA" OARAOL' grWMO: LEFT PAOE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHTECT- DP=NT 10/19/17 MAIM 1/4"=V-0" Bi�RIT WA3 WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER —� METAL LATH THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED / CASING BEAD DRIP CAP WINDOW FLANGE WOOD SHEATHING x ; f WRB LAYER *1, STUCCO WRAP 1 ' WRB LAYER *2, FORTIFIBER I BUILDING PAPER ' METAL LATH i (EXPLODED 9' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER ry, — STUCCO WRAP VINYL ANGLED WRB LAYER 02, R BUILDIIWG PAPER \ METAL LATH — ' THICK, 3 COAT PLASTER —� 6'5ELF-ADHER FLASHING — DRIP CAP \, WINDOW FLANGE CASING BEAD C WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER *I, STUCCO WRAP WRB LAYER *2, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASINGS BEAD Yi GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER A STUCCO TO — SIDING TRANSITION SIDING WOOD 5HEATHING J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIRBER BUILDING PAPER WOOD SI-IEATHIWS —WRB LAYER P WRB LAYER'S, STUCCO WRAP STUCCO WRAP CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL t STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BETOND WOOD SHAATHING BARRIER RESISTIVE BARRIER'I i WEATHER RESISTIVE BARRIER -2 y� X 1 Yi LAP SIDING / \ IIGb' REVEAL / 6' SELF -ADHERING FLASHING. 6' SELF -ADHERING I d FLASHW. 6 \ 1 MABA HERR RESISTIVE 01 / STARTER \ \ MATHER RESISTIVE STRIP \ \ BARRIER -2 DO NOT CAULK OR I I \� y W SELF -ADHERING ocnl nc�uw I _ FLASHWG GAL V'D METAL GALYD METAL FLASHING 'Z' FLASHING SOD TRIM MEMBER / — ee¢ / ��Y��� alooD TRIM IIMBER I \,\ SEAL GAP WCALLKING OR APPROVED SEALANT cr,92 _ — SIDING TO STUCCO BLOCK TO FRAME 1� TRANSITION NOTE: METAL LATH: LATH TO BE PER FBC R103.6.1 / ASTM C-841-09, MIN. 2.8 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER #I, B�° TRUCTION i i STUCCO WRAP WOOD BARRIER RESISTIVE RESISTIVE----_ BARRIER - ! ! I MATHER RESISTIVE BARRIER - WRB LAYER #2, FORTIFIBER 56RE AL 61DING BUILDING PAPER R��F-ADHAIRING —� ' I . METAL LATH STARTER STRIP/ •\ THICK, 3 COAT CEMENT OR (EXPLODED` VIEW FOR PLASTER GALvV METAL — 'Z'FLASHING CLARITY) uYooXD TRIM," LEMBE°R CASING BEAD ®0 RAISED s17A BAND (FRAME) SCALE: 11/2'=I'-O' 6' SELF -ADHERING FLASHING: OF 'Z' uAa1HAR RESIST \ _:...� uEaTHER RESISTIVE BARRIER 9 SARRIER -1 MATHER RESISTIVE E-2 BEAD —CASING BARRIER 4 llllfV FLEXIBLE PVC — SACKER RODI SIDING TO STUCCO �IJIEATMERMSISTIVE ® FRAME TO FRAME BARRIER � n�r� TRANSITION 1✓ THICK, 3 COAT CEMENT SEALANT PLASTER ///= METAL LATH —7777 `a WINDOW FRAME 2X FRAMING MEMBER 6' SELF -ADHERING FLASHING MATHER RESISTIVE BARRIER 9 TO LAP \ b' MIN. ABOVE TOP \ OF 'Z' FLASHING WEATHER RESISTIVE BARRIER 9 `L. MATHER RESISTIVE / BARRIER 4 WRB LAYER 02, FORTIFIBER BUILDING PAPER / E-Z BEAD VINYL CASING (W/3/s' FLEXIBLE PVC BACKER ROD) WRB LAYER sl, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY --------------------------------------------------------------------------------------------------- Ya" SAP TYP THICK, 3 COAT CEMENT GASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02, FORTIFIBER WIND BUILDING PAPER OW FRAME / F//-- WOOD SHEATHING II II I I I I I I I i •_ 1 WRB LAYER 01, STUCCO WRAP I 6WIDE PEEL t STICK I OVER FLANGE WINDOW FLANGE I E-Z BEAD VINYL CASING 2X FRAMING (W/3/e' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE t BUILDING WRAP WRAP --------------------------------------------------------------------------------------------- 1EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING: — — — — Pr A I B B IT I C T I 6 Ggn rou i .. . ate.'. LONG WOOD, FL 32760 �r PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA is 0003326 w y 8 0 y A O 2 M :v an LOT: O SILVERADO LOT 2 BLK 6 [Pnoa=T# 04128.000- 00261 MOD7xs 4EAB "1672—ARIA" GAP—t0s BlrJNG: LEFT PAOffi: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT: STATE OF FLORA I � DPATM 10/19/17 ECAUM 1/4"=1'-O" stmsT WA4 CUT HOUSEWRAP AT 45' ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LANE OF WINDOW - OPENING I APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I INSTALL 6' SELF-ADHE FLASHING t NAILING FL, JAMBS EXTEND FL I' BELOW S FLEXIBLE F DO NOT BE FIN TEMPO FOLD-1 HOUSEI TUCK FI at HEA FOLD IN AT SLOPI NSTALL W SELF-ADPE FLASHING C VI NYL HEAT LASHING ( DAMS) NAIL FLANGE EXTEND BELF-ADHE FLASHING I' BEYOND J. FLASHING INSTALL VIP CAP ALIGN FLASHING W/ INT. EDGE OF SILL RO. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXUIRAP AS TF FLASHING AT THE FOLD HOUSEWRAP DOWN 4 TAPE DIAGONAL CUT ACROS5 HEAD OF WINDOW STEP 8 V'PLY Ab' NOM.— :ONTIN000S BEAD )F SEALANT AT AMISS AND HEAD or 1-PLY TO BACK OF ANDOW NAILING LANGE IN LINE W/ 'RE -PUNCHED 40LES OR SLOTS. INSTALL W WIDE ADHESIVE — BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT(PROTECTO-WRAP BT-20XL or EQUIVI WINDOW FLASHING INSTALLATION DETAILS 1� O (FULL WRAP) SG,4LE: NTS STEP 4 STEP 9 INSTALL WIND( PLUMB, LEVEL AND SQUARE MANUFACTURE WRITTEN INSTRUCTIONS i APPLY MEMBRANNT E FLASHING OVER JON NOTE: 1. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING NOUSEWAN RAP, SEALANTS A SELF-ADHERW. FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING: COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH A R C N I T E C T• 6 2V0. 144I N. RONALD REAGAN BLVD. LONGWOOD, R. 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesign9foup.com AA#:0003325 F y W 0 U W 0 �0. v rn w NF: I.--d J 1lvnDzv. ae I.oT. SILVERADO LOT 2 BLK 6 PROJRCT#F 04128.000-00261 IWDM- 4EAB "1672-ARIA" GARAGR 1117RNG: LEFT "'WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING ARCFifECT: STATE OF FLORDA TIOR PERIMETER OF WINDOW WITH SE�ALANTER r 10/19/17 w C A5 w 2x6 SUB -BAN} W/I'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK DRIP EDGE I\ I\ I/S' TEXTURED I \ FINISH is WOOD / \\ 1/2' TEXTURED \ FINISH a CMU / \ METAL FASCIA \\ WRAP Y8 FROM \ STUCCO, I' FROM \ 1 WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY i ®PLAN A 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTUSIED FINISH a CMU --a METAL LATH METAL FASCIA WRAP .�f U1OOD SHEATHING OR CMU 1 U)RB LAYER -1, ' STUCCO U1RAP(FRAME ONLY) WRB LAYER °2, FORTIF15ER f £BUILDING PAPER - (FRAME ONLY) 2X6 SUB BAND crl ROOFING CEMENT DRIP EDGE ©FLAN B METAL KICK OUT —ROOF KICK OUT REMOVED \\ FOR CLARITY -ROOF DECK (BEYOND) EDGE, I' OFF WALL INTO STUCCO) j-1/8' TEXTURED FINISH ID �\\\ /WOOD, 1/2' TEXTURED FINISH 9 CMU 3�",-_-L2x6 SUB -BAND W/I'x4' NOTCH Q END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-6' O.C. MAX. 2x SUB -BAND W/lli'x4' NOTCH g END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL x x x x x x x x x x x x x x x x x x x x x x x J x x x x x x x x x x - x x x x x x x x x x x x x x x x x x x x x x x x I 17� SUB BAND DETAIL (9) WALL W/KICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY'x4' NOTCH g END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V22'x4' NOTCH -m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY A R C N I T E C T• 6 Wl n 141 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.a bd eslgngroup.com AA k. 0003325 w 0 y 0 aumxv. ae LOT SILVERADO LOT 2 BLK 6 PROJDCT* 04128.000-00261 IWDM- 4EAB "1672-ARIA" GARAGIC s WMWG* LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B STATE OF FLOMA DP � 10/19/17 SCALD 1/4"=1'-0" s A 6