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HomeMy WebLinkAbout6501 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 95 2432-OUALEN99 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS • FLORIDA BUILDING CODE, RESIDENTIAL, ABv. ABOVE LAY. LAVATORY 5TH EDITION (2014) A/C AN CONDITIONING CUM. LUMINOUS • ALL LOCAL AND STATE CODES AW ALT. ADJUSTABLE ALTERNATE M.C. Mm MEDICINE CABINET MANUFACTURER AMP. AMPERAGE MN. MINIMUM •OCCUPANCY - RESIDENTIAL, GROUP R3 BD. BOARD im. MOUNTED CONSTRUCTION TYPE - VB CL CAB, CEN• cal IaNE CABINET MTT N.. T. METAL T NOTTo scaRE • MIN. INTERIOR FINISH - CLASS B CLG. cElnNc o.C. ON CENTER • BASIC WIND SPEED - Vult=150 MPH a CLEAR PL PROPERTY LINE Vasd=116 MPH CONC. CPT. CONCRETE CARPET P.B. PH. PUSH BUTTON PHONE • EXPOSURE - B C.T. CERAMIC THE PLT. PLATE •1-STORY RESIDENCE - D. DRYER PLYWD. PLYWOOD • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL D66 D.G. DOUBLE DUAL. GLAZED PR. P.T. PAIR PRESSURE 97tEA77D) AND STATE CODES DLL DIAMETER R. RISER DIM. DIMENSION RAD. RADIUS DISP, DISPOSAL R.A.C. RETURN AIR GRU DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. BOUGH OPENING DTL DETAIL, S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SNGIE HUNG EA. ELEVA. EACH ELEVATION SHT. MG. SHEET SHEATHINGSQ.FT. CALC.'S EQ. HMI. EQUAL EXHAUST SHWR. Sol SHOWER SIMILAR EXT. EXTERIOR SL. SIDING P.G./FX . I= GLASS SL GL SLIDING GLASS F.G. FUEL GAS STD. STANDARD FINISH ALL 19T FLIT LIVING 1015 . . � F ON SECTION NO FLR LIVING 1413 50. FT. FLUOR. FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR 'TEM. TEMPERED GUM TOTAL LIVING 2432 50. FT. FTG. FOOTING TAK. TRICK GARAGE 432 80. FT. GA. GAUGE T.O.C. T.O.P. TOP OF CURB TOP OF PLATE PORCH 81 60. FT. GAR GAR. DISP. GARAGE GARBAGE DISPOSAL T.O.S. TOP OF STAB TOTAL 24351 50' FT. G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER TY U.N.O. TYPICAL UNLESS NOTED 107c8' PATIO 80 SQ. FT. GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER N.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD BGT. OR HT HEIGHT IDW. WINDOW NSUL INSULATION W/H WATER HEATER NT. INTERIOR W.I. WROUGHT NON REVISIONS REV. I DATE DESCRIPTION INDEX OF DRAWINGS SHEET H DESCRIPTION PG CI -COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL, PLAN PG IB-LINTEL SCHEDULE (CAST-CRETE) PG IB.1-LINTEL SAFE LOADS PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 4D-FRONT & REAR ELEVATION "D" PG 5D-LEFT & RIGHT ELEVATION "D" PG 4D.1-WALL ASSEMBLY ELEVATION "D" PG 5D.1-WALL ASSEMBLY ELEVATION 'D" PG 6-FLOOR FRAMING PLAN ELEVATION "D" PG 7-ROOF FRAMING PLAN ELEVATION "D" PG 7.1-CONNECTOR SCHEDULE PG 8- FIRST FLOOR ELECTRICAL PLAN PG 9- SECOND FLOOR ELECTRICAL PLAN PG 10-FIRST FLOOR MECHANICAL PLAN PG 11-SECOND FLOOR MECHANICAL PLAN PG DI -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 WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS A R C N I T I C T a 5 Design Grou Ia 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAIL 407-7744078 www.a bdaslgngroup.can AA #: 0G03325 m 0 a 0 F O G evaniv. as Lor SILVERADO LOT #19 BLK #6 PROJW 04128.7%-01961 mODELs 4EGB "GALEN" GARAOR BIFFING: LEFT PALM COVER PAGE 150 MPH EXP. B P � D11/8/17 8CALM 1/4"=1'-0" exENr C1 GENERAL NOTES 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 R301.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF) C. ROOF LIVE LOADS R301.6 1. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED MILT=150 MPH, VASD=116 MPH II. EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS t0.18 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 ARCHITECT/ENGINEER. 9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.I. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES 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 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-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 HEREIMSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb =1,100 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. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING OTHERWISE). JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 12 SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS, CONCRETE 6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.11. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2' COX PLYWOOD SHEATHING. STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE%". 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" COX PLYWOOD. 5/8" COX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 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'/.'. 10. FLOOR SHEATHING SHALL BE APA RATED %" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2' COX PLYWOOD SHEATHING. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND 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 61NCHES AND SEALED WITH ADHESIVE TAPE. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x 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 REVIEW. 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 402 / ACI 5301 ASCE 5. CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "W TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-11b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR SIN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 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 318.11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6"- WIA X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM Al85. LAP SIDES AND ENDS A MINIMUM OF 12'. LOCATE WWF 2" 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 3W D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/:' 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: (.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.1-07) 15, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 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. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL, UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF 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. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 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 cvreorno ciuweuee 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 7/s" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.11a & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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 ASTM-C1063 - 1 to 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 1/2' GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02IM17 L441 N. KUNALU KLAUAN tlLVU. LONG WOOD, FL 32750 PH: 407-77"078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F y 0 h 0 0 z V BUDDIV. & L01`. SILVERADO LOT #19 BLKa�,� # 6 04128 00-01961 MODSIa 4EGB "GALEN" GARAGE SlrMG- LEFT PAGE: GENERAL NOTES 150 MPH EXP. B DPRDM 11/8/17 SCALD 1/4"=1'-O" SHEET G A R C R I T R C T R ,� -- 18'-4' 1'_2, 14 -2 —— -- e SLABB. @ I Q1� I c0 13 m~p 3I/2' i DI— — _ TYP. 01 SLAB I I/2' �p I ■ 1 0'-0' ELEv. 4' CCNC., REINR W/ 6'xb' FIN. CONC. SLAB n I WI.4XWI.4 WU.M ON 6-MIL POLY- �, I ETHYLENE VAPOR RETARDER _I ON WELL -COMPACTED CLEAN ICI 1 / yam'` I■ FILL TERMITE TREATMENT SHALL a J y BE 5OR,4-CARE a11'*A Il'-10' n N STUB UP ;-'i II i LL i■ ■ 24'X48'XI2' CONC. TO 2ND ml II dw 13 I Ct CL FLR III —I' PVC IOW I DI I PAD W/3-5 BARS 4'-0' II 2x6 CHASE L-4J ONE WAY 4 5-5 �`-- _ 11 WALL TO BARS OPP. WAY y, ON CHAIRS MIN. 3' _ ISLAND ■ COVER 0L �pEp.V(� I 5 2B SINK '$f'' y J �n DI 4' PVC `^ / / DI 9. SLAB CONIC. — — CHASE 26'-10' = = 2 9 _ 8 4 -- - + -- EXTEND �I II BOLLARD SLAB 1 1/2' o,I AS REQ. Q I DI PER BLDG. O BI D1 0'-0' ELEV. 4" / 3'-0" CODE m I FIN. CONIC. SLAB ■ EXTEND I ■ 3OIX30IX12' CONC, m I 3 1/2, SLAB I In' ro Q*l1 I PAD W/3-5 BARS �- 0 wU $ E.W. ON CHAIRS n pUQQ I MIN. 3' COVER I W �' eZkn —J S w� �U� ■ �24'X24'XI2' CONC, ■ — — — — ■ v ■ CL PAD W/3-5 BARS E.W. ON CHAIRS III 3 -4" MIN. 3' COVER— - 4 � 4- I II4' SGLOAB DI DI @ eI f �Z � ■ F P @i II DI GONC. PAD DI DI W/3-5 BARS - ---- _L d' --- —- -�` E.W. ON CHAIRS MIN. 31 COVER (2 (2 TYP.) FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH EDITION (2014) ro Q v 2' VTR 11/2' r'�r'- 1j � �1 I 2' R i 2'-� WASHER yl 1/2' � Y 2-Y ILAV 2' 1 LAV 3 WG 11JR,l LAV I ���-1 i/2' 3' SHWR. 1r 2' I WG 3' 2' V 1 1/2' Y 3' 3 TUB 2 I 2' 'TR A KItCHEN .� I RINKr 1/2' �2 AUTO VENT 11 11 v TO MAIN PLUMBING RISER DIAGRAM SECURE STRAP TO UNIT W/ (2) "Sxl 1/4 A/C BHT MTL SCREWS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO CONC. CONC. W/ (2)-3/16'X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD b I2' FROM STRUCTURE ICI PH: 407.77"078 FAX: 407-7744075 www.abdesigngroup.com AA #: 0003325 h m 0 4 O F 0 BUBDTV. as LOT SILVERADO LOT #19 BLK #6 PROJmC 04128.00 -01961 MODmLa 4EGB "GALEN" GARAom awaao: LEFT PAOM FOUNDATION PLAN 150 .MPH EXP. B AHCHrrECT: STATE OF FiOHIDA Icillfilli, DAm 11/8/17 RCAUM 1/4"=1'-0" 8*1zw 1 DOWEL PLANT A R C N f T! C T! 6 Design Group"l.. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 F W y 0 V y 0 c, y 0 F O U aumorv. as LOT. SILVERADO LOT #19 BLK #6 PROJW 04128.00 - 01961 MODS 4EGB "GALEN" GARAGE MMIG: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B DP AT= 11/8/17 8CALE 1/4"=1'—O" BIECW A K V 8'-8• CL G. PATIO ------------ L-2 60683052-54 ------- I I i I I II O II I DI IOON � RMG I I K TI CHE II a'-8 cLG. I a'-8• cLG. I I I I Ir- I If I F--- �I I I I I I I I I I STOR. O PAN. I I I I I I I PWDR e'-e CLG. 5v-6- CLG. II FLEX I I 8�-8• cLG. II GARAGE FOYER II V-8' CLG. I I II 3065 W/ L-4 36'XI0° TRANS. L— 5 PORCH --------- L-9 L-8 L-1 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 4^z.r-<*RvwLINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L I IT'-4' 8F28-I5/IT L 2 4'-6' 8FI6-05/IT L 3 1'-6' 8F24-IB/IT L 4 l'-b' 8FI6-IB/IT L 5 4'-6' 1 8F6-I15/I7 L5 VTt W° L l 5'-4' 6F12-05AT L 8 V-4• 8F12-15/IT L 9 5'-I0' 1 6F12-15AT A R C N I T E C T E 6 Desou .. .ign Gr 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774*40711 www.a bdealgn group .com AA #: 0003328 F W h v O C F I T - y 0 N a� Y a 0 0 > tTSDIV. de LOT. SILVERADO LOT #19 BLK #6 PROJmC 04128.00 -01961 MODE 11- 4EGB "GALEN" 0AAA0Z ®WING: LEFT PADS: LINTEL SCHEDULE 150 MPH EXP. B I DRMT w11/8/17 SCATS: 1 /4"=1' - O" axe= B 5/4FE LOAD T,45L ES FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8' PRECAST 4 PRESTRESSED U-LINTELS C ""r QRAV1T'T' LENGTH TYP SUg SF8-05 SFI2-05 W- 0- 24- 28-W32-OB 8F6-IB OF12-IB 8FI6-I8 SP20-I5 OF24-I5 DP20-IB OF32-IS 2'-10'(34') PRECAST 2302 Nee. 4413 6033 1526 W04 10412 11936 3166 4413 6035 1526 9004 10412 IIS36 3'-6' l42') PRECAST 2302 3138 3311 468E 6001 1315 8630 S941 3166 4413 6039 1526 S004 10412 IIS36 4'-QJ' C48') PRECAST 2id29 2325 2496 3461 4438 $410 6384 1358 2e46 4413 6039 1526 e004 10412 11936 4'-6' (54') PRECAST 1651 IlSl 1913 2651 3403 4149 4896 5644 2110 4021 6039 152ro W04 10412 9668 5'-4° (64')PREGAS7 1184 1223 1301 1809 2311 2826 3336 3846 1665 2889 5051 6096 5400 6424 1450 5'-10'(10') PRECAST o�12 1000 1053 1414 1889 2304 2121 3131 1459 2464 4144 5458 4431 5280 6122 (-W) PRECAST 931 1255 2101 3263 2146 3352, 3911 4585 1255 2101 3396 5260 1134 8995 6890 �'-6' l90')PREGAST 161 1025 1615 2385 1994 243E 2886 3333 102E 1615 2610 383E 5596 6613 5041 9'-4' (112'J PRECAST S13 632 104E 1469 1210 141B2 1154 2021 168 1212 I818 2544 3469 4030 3121 10'-6"C126°) PRECAST 456 482 8m2 1125 S15 1122 1325 1535 658 1025 1514 2081 2114 3130 2404 II'-4' (136') PRECAST 445 598 935 1365 1854 2355 1193 2015 598 935 1365 1554 2441 31SS 4044 12'-O'(144") PRECAST 414 545 864 1254 1689 2014 1510 ISIS 555 864 1254 lew 2211 2832 35SO 13'-4'(160')PRECAST 362 421 126 1028 1331 1635 1224 1418 485 1 148 1016 1436 1855 2343 2920 14'-O'(168') PRECAST 338 381 648 919 1190 14e2 1081 1260 455 100 1003 1335 1114 2153 2666 14'-8'l116') PRESTRESSED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1865 2310 2890 3410 Il'-4'(208°)PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4' (232') PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4' (25,6')PRESTRESSED N.R. NR NR NR NR NR NR NR IS3 330 610 S40 1340 1180 2110 22'-O'(264')PRESTRESSED N.R. NR NR NR NR NR NR NR 160 300 510 810 1250 1660 1910 24'-011`286') PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 410 120 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 3/5' 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 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 210 low relaxation, 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. V PRECAST d PRESTRESSED U-LINTELS 41111119M UFL IFT LATERAL TYPE8-I LENGTH 12-IT BPI(. -IT 20-IT 24-IT 28-IT eF32-IT 8U8 eF8 8-2 12-2T 16-2T 20-2 24-2 28-2 8F32-27 2'-10"(34') PRECAST 2121 2818 4101 5332 6569 1811 9055 2m21 2121 2184 3981 5190 6401 1630 8851 2(d21 3'-6' (42') PRECAST 2165 2289 3260 4231 521E 6204 1192 1251 1251 2165 2215 3165 4125 SOV 6061 7,36 4'-O' (48') PRECAST ISIS 1989 2832 3680 4532 5381 6245 "938 938 IBi5 IS25 2150 3583 4422 5264 6110 4'-6" (54") PRECAST I660 1162 2501 3251 4010 4161 5525 121 121 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 PRECAST 1212• 1351 1930 2505 3084 3665 4241 418 418 1212 1315 1815 2441 3010 3583 415i PRECAST 141• 12m0 133 2250 2169 3290 3812 101 681 1141 1182 1684 2192 2103 3216 732 (90')PRECAST 959• S12 1415 1914 2354 2191 3240 551 651 990 1025 1466 190i 2351 2191 3245 9'-4' (112°) PRECAST Sol- 612 em 1269 15eo 1852 2144 454 30 801 155 II92 1550 1910 2211 2634 10'-6'(126') PRECAST -193 1021 1261 1496 1131 396 493 103E 1389 1111 2034 2358 ll'-4' (136') PRECAST 696 899 104 3O9 1515 363 556 905 1295 1595 1896 2198 12'-O'C144') PRECAST T513 631 el6 1001 1186 1312 340 494 018 1209 1514 1199 2086 i3'-4" (160') PRECAST 532 SOS 841 99i 1153 302 398 682 1004 1361 1631 IB9i 14'-O'(168') PRECAST 458• 316 493 635 lie 922 1065 286 360 548 318 62S S22 1254 15el IS* 14'-8' (Ile') PRESTRESSED 243 295 459 591 124 851 990 N.R. 351 243 352 552 852 1156 1491 1142 (184')PRESTRESSED 228 218 430 553 611 WI 935 N.R. 32l 228 329 542 191 1012 1381 1616 Il'-4' (208')PRESTRESSED 188 236 361 464 561 610 -114 N.R. 255 1S8 216 449 649 814 1121 I389 19'-4' (232') PRESTRESSED 165 201 313 401 490 518 Gel N.R. 204 165 23S 383 550 -136 940 1160 21'-4' (256')PRESTRESSED 145 IS& 218 356 433 512 59O N.R. 112 142 212 336 411 635 801 993 22'-0'(264')PRESTRESSE0 140 180 2es 343 418 493 56S N.R. 161 131 205 322 451 601 1l1 94l 24'-O'(288') PRESTRESSED 121 165 244 312 380 441 515 N.R. 135 124 186 290 408 538 680 833 GENERAL NOTES -REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS TYPE LENGTH - OWIC-08 OW14- OW*- SMF22- 6- 8W30-m6 9IW6-IB SWIG-18 OW14-0 1W18-16 SM22.0 SRF26-I15 $W30-I5 4'-4' (52') PRECAST 14SS i591 1821 3053 3412 2982 4982 3954 6412 4525 1941 5904 S416 6880 1081e 4'-6' (54') PRECAST 1351 144E 2182 2114 3600 4481 53i5 6264 1102 3412 49B2 6412 1941 9416 10818 5'-8' l68'J PRECAST 532 1602 1550 2058 2566 3015 3585 185 1153 2162 4014 6412 6516 5S14 6839 PRECAST i35 119 1500 1449 1924 2400 2816 3352 1103 2051 3BII 6412 65le 5450 6411 6'-8' (80')PRECA5T 822 Sol I6il 2933 2516 3223 3812 4522 Sol 1611 2533 4100 6130 Bill 6101 1'-6' (SO')PRECAST 161 1311 2252 IS55 2451 2544 3439 665 164 1311 2329 3609 5492 6624]815 5132 9'-8' (116') PRECAST 311 420 e34 1253 1011 1342 1614 886 535 we 14el 2119 2618 3595 8" PRECAST W/ 2' RECESS DOOR U-LINTELS 4M UPLIFT LATERAL TYPE LENGTH TYPE OF -IT 81 IVAT 8RF14-IT 81WI8-IT 8RF22-IT 8RF26-IT 8RF30-I INWW-2T 8W14-2T OWIS-2T OW22-2T 01W26-2 OW30-2 8RU 8RF 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 1244 ISIS 233E 3110 4008 4B50 5696 4'-6' l54'J PRECAST 1192 1501 2311 3121 3931 4156 5511 853 1192 1455 2240 3036 383i 4643 5453 853 5'-8' (66') PRECAST 924• 1112 11% 2423 3055 3689 4325 501 924 1132 1141 2351 2916 3603 4230 501 5'-10° (l0') PRECAST 896• 1138 1142 2352 2965 3581 41W 469 896 im99 1690 22W 2891 349i d106 469 (80')PRECAST 118 882 1513 2042 2513 3101 3642 830 1100 'lie 956 1468 198i 2509 3035 3563 (SO') PRECAST bee 69i 1325 1810 22W 2153 322-1 ilm 541 ew 849 1302 1162 2225 2690 3151 Nib') PRECAST 533• 433 we 1123 413 1iO4 995 614 533 521 1009 Bee 1 1128 2088 2450 516 -REDUCE VALUE BY15`6 FOR GRADE 40 FIELD MBAR "5 REBAR AT TOP MIN. (1) REQ'D j1-1/2 CLEAR TYPE DESIGNATION a F - FILLED WITH GROUT / U = UNFILLED _ :' G.M.U. QUANTITY OF -5 REBAR AT BOTTOM OF LINTEL CAVITY J ' E —GROUT Z ;q 15 REBAR AT BOTTOM L • • OF LINTEL CAVITY NOMINAL WIDTH NOMINAL HEIGHT QUANTITY OF +'S REBAR AT TOP I 1-5/8-ACTUAL BOTTOM REINFORCING PROVIDED IN LINTEL 8' NOMINAL WIDTH (VARIES) 54FE LOAD TABLE NOTES 1. 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/180. 6. Bottom field added rebar to be located at the bottom or the lintel cavity. 1, 1/32' diameter wire stirrups are welded to the bottom steel For mechanical anchorage. 8. Cast -In -place concrete may be provided In composite lintel in lieu of concrete masonry units. S. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled lintels must be reduced by 209. 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 addlonal reinforced masonry above the precast lintel. 6. One 01 rebar may be substituted for two "S rebars in 8' lintels only. 1. 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. S. All safe loads In units of pounds per linear foot. A R c x 1 T e c T a 6 Design GrouP, 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W m ti 0 y w G 0 ui0xV. to LO'l* SILVERADO LOT #19 BLK #6 0412?-01961 MODSZa 4EGB "GALEN" GARAGE aWWQ: LEFT PAGE: LINTEL LOAD TABLES 150 MPH EXP. B ro FIRST FLOOR PLAN NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE, VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU 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). COLUMNS TO 8'-8' AFF. (2 TYP.) EXTERIOR MASONRY WALL BRIG. HEIGHTS 0 LOAD ERG. WALL UN.O. ON PLANS SQ.FT. CALC. S IST FLR LIVING 1019 SQ. FT. 2ND FLR LIVING 1413 SQ. FT. TOTAL LIVING 2432 SQ. FT. GARAGE 432 $0. FT. PORCH 81 S6L FT. TOTAL 2951 SQ. FT. 10'XS' PATIO 80 SQ. FT. TOP TOP PLATE B II —'k BAR DETAIL A SCALE; 1/2'•I'-C' 00 COAPOIBII AND CLADDING WIND LOAD$ BASIC WIND BMW Fd1$ SECOND OM Olemm SUAME ZONE 50 WIN WIND M RB#M AND TYPE FOOTAGE MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 18 5 23/-31 DR. MIN, CRITERIA SGD. MIN, 41 5 22/-25 CRITERIA 1"10 O.HD, 112 5 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 5TH ED. (2014) 612.2 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 071005 A R C N I T 11 C T 8 Design Grou N.. IN i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 W W W.Sbdeslgngroup.com AA 8: 0003325 F j V O F V h O F. O V BBJmm AZ LOT. SILVERADO LOT #19 BLK #6 0 12 000- 01961 MODM- 4EGB "GALEN" aAP.Aaa BwuRa: LEFT PAO& FIRST FLOOR PLAN 150 MPH EXP. B ARCHI7E-CT STATE OF FLO M t' ROLAND A. CPA AR NO 93723 00 itum DP 11/8/17 BCALffi: 1/4"=1'-O" BilmsT 12'-0" 2'_4^ 4X4 DBL STUD I POST I I 3052-SW I 3052-SH 3052-SW EGRESS I EGRESS EGRESS TEMP. " I BDRM #2 ry0 ` I BDRM.4 ' CL BDRM.�3 v �I CHASE m 2'-4' 9'-B" 4'-0" 2 -4' 6'-4" STAIR DATA A� it 16 RISERS o -154' NI ti 15 .READS s 10' LI I' N051NG j � I B BATH #2 v CHAS -4' CLG. II'-10" "' 8-0 !I''I0" I I IR-1SN-- — C. V. o> _ �6 ATTIC I 2'-4' S 2 c0 0 ry 0 V a o 0N. ro i>8 6' e O GLG. S II WALL WALF I B ro CHASE GAP I� "� I �O F 3 -6 - °? EK I LvI W.I.0 8'-0' GLG. 8IAI R,, AI I- s 0. — BATH ct 36'x60' LAV. LAv. $HWR PAN m 5 4 8,_8. 4._0, ,_ 6�_4, 5'_2" �01 I I U> 4x4 POST 4x6 POST DBL STUD v_ OWNER'S SUITE B 204E0MP 2040— — CLG. I I 3052-SH 3052-SH EGRESS EGRESS I 0 21' - 4'. l=4" SECOND FLOOR PLAN NOTE: 2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE SPACE BETWEEN THE 40 THE WALL SHALL BE 2 1/4' [ 36' HANDRAIL • 36' W/ 2X4 RE-INFORCII NOTE: 1, HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMTETER OF 1 3p't 2' OR A NONCIRCULER CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGN TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 16018.1 / F.B.C. 2014 SCALE: 3/4' =1'-O' 10'-0 3/4' 2ND FIN. FLR. 8'-a' BRG. HGT. NOTE: STAIRS RISERS TO CONFORM TO FBCR STH EDITION (2014). MIN. TREAD•10' MAX. RISER • 42' H. I/2 3/4' 3/16, MAX. VARIATION IN WALL W/ CAP RISER&MRE D6 ADJACENT TO EACH OTHER 3/8' MAX. VARIATICN IN ANY CONT. -. RISER/TREAD HANDRAIL HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' .-114. OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. 6- WIDE s NARROW END MIN. If. — WIDTH o 12' FROM NARROW END 34' MIN. HANDRAIL HGT. �V�I O O 0 r Q v S m 0'-0' FIN. FLR (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE TREADS TO STRINGER- W/(3P8 3' SCREWS a EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICIQNESS OF SUB -FLOOR SHEATHING FLR I � I 3/4' KICK I" MAX.- PLATE NOSING 10, STAIR DATA: 16R m T54' MIN. 15 TREADS 10•• r uoSING STOR. Q TO I u Z � / 'n 4 0 U-'I. / 3-2a12 SYP STRINGER REINFORCED PF W/2X4 S WD /CONT. BEAD OF 8118-FLOOR ADHESIVE PL-400 OR SIMILARE 2 X 4 RE-INF'ORCING • EA. 2 X 12 STRINGER EA HORIZONTAL RUN SECURE W/12d W-8' O.C. MASONRY MASONRY NAILS e 2X4 P.T. STAIR SECTION SLEEPER MTO BLAB WITHIN e' CqL[. v1•.r-o' A OF EACH END, 32' O.G. MAX. 3/4' T4G SUB FLOOR GLUED 4 SCREWED PER FASTENER SCHEDULE A R C N I T R C T S GasODesign nc° 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.a bde[Igngroup.00m AA #: 0003325 E w 0 O F c., V 0 d 0 eI <v aLOT SILVERADO LOT #19 BLKa+ # 6 0 1 8 OUO-01961 �D�EGB "GALEN" GARAGZ BWMG. LEFT PAGI: SECOND FLOOR PLAN 150 MPH M. B DA 11/8/17 =A,L 1/4"=1'-O" e�m'r 3 'D. CALCS - OFF -RIDGE VENTS ONL AREAOFATTIC = 14865Q. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA 1486/300 = 4.95 VENTILATION AREA 50, INCHESPER FT.(144) = 713.28 SQ, IN. MIN. REQUIRED VENTILATION = .5x 713.28 IN UPPER PORTION OF ATTIC = 355.64 SQ. IN. OFF RIDGE VENTILATION AREA = 1155Q. IN. PER VENT 356.64 /115 TOTAL#OF VENTS REQUIRED = 3.10122 TOTAL#OFVENTSPROVIDED = 4 'AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) goo tA' ������� ��������� SHUTTER r. ..EllIIII IIII IIII IIII �.. 101-0 3/1v 2ND FIN - MIN rullml 1�6 W-0 3/4' 2ND FLR. BRG, HGT. FRONT ELEVATION TEXTURED FINISH OFF RIDGE VENT SHINGLE ROOF 3/4' 2ND FLR BRG. HGT. VS' THICK, 3 COAT CEMENT PLASTER OVER GRADE 'D' FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' FELT PAPER 4'x4' GALV. 'L'-TYPE - FLASNMG SET IN ROOFING CEMENT FIBERGLASS SHMC.LES OVER 2xb LEDGER 9ECUIMD 3/4'_2ND FIN. FLR FELT PAPER ON T/Ib' ObB. SHEAT14W. OR la' CDx W/ 1/4' x 4' LAG BOLT �10'-0 PLYWOOD SECURED PER W/ 2' O.C.WASHER 24' .C. MAX NAILING SCHEDULE tL 2xb RAFTERS W-A' BRG HGT W /AND 4' RAISED TO LEDGER !2J t0', :1 BAND (TYP.) To 2x6 JOIST 2X& LEDGER W/ 1/2'x8' THREADED ROD 24. OL. MAX. SET IN SRNPSON 2'-0' FIN_FLR. _ HIGH STRENGTH EXPDXY b' MIN EMBED. — 112-THICK, 2 COAT CEMENT - PLASTER APPLIED DIRECTLY TO MASONRY nR00F @ S.G.D. t'1 SCALE: 1/2' V-0' 2ND FLR.__ BRG. HGT. e 10'-0 3/4' 2ND FIN. FL _ _ _ _ 10'-0 3/4' 2ND FIN. FLR 8 8' BRG. HGT. — _ --- -_ -- _ _ 8'-8' B@'s,_WGT IF] d �I. �� EIE V-0' FIN. FLR - _ _ _ _ _ _ _ _. _ _ _ _ _ 0'-0' FIN. FLR. REAR ELEVATION TEXTURED FINISH A R C R I T E C T 3-1 6 GrDu i In 1441 N. RONALD REAGAN BLVD. LONGYJOOD, FL 32760 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA #: 0003325 PQ PQ ti m h 0 1 O F 0 � Lr r SLTnDIV. Aa Lo SILVERADO LOT #19 BLK #6 0 128 00-01961 MODMA 4EGB "GALEN" GARAGE OWING: LEFT PAGE: FRONT & REAR ELEV. "D" 150 MPH EXP. B OFF RI�NT b IS'-0 3/4' 2ND FLRh____ BRG. HGT. Y OFF RIDGE VENT 10'-0 3/4' 2ND FIN. FL. R� Y IZ 8'-8' 5R4. HGT. --- 6� — — - — -— — -- — — — --- — — — — 0'-0' FIN. FLR. .— — — — ---- — - — -- — — — — ---- — -- LEFT ELEVATION TEXTURED FINISH 18'-0 3/4_2ND FL_. R. _. BRG. HGT. Y 10'-0 3/4' 2ND FIN. FLR 8'-8' BRG_HGT._ 0'-0' FIN. FLR _ RIGHT ELEVATION TEXTURED FINISH 18'-0 3/4' 2ND FLR _ BRG. HGT. 10'-0 3/4' 2ND FIN. FLR. BRG. HGT. J 180 3/4' 2ND FLR ��f�BRG. HGT. �'�1gg0'-0 3/4' 2ND FIN_FLR 0'-0' FIN, FLR A R C N I T E C T S 6 Design Grou .. . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.a bdesigngroup.com AA M: 0003325 W y t F 4 C�a h O ti O U F. ti y sT.lwiv. Aa LOT. SILVERADO LOT #19 BLK"#6 F-R12 ODU-Q1961 uolomm.9 4EGB "GALEN" GAIRAGZ NTfMG: LEFT PAGE: ELEVATION „D" 150 MPH EXP. B A R C N I T E C T! SHEATHING TO L FRAME TO GABL CONNECTION 12' FRONT ELEVATION W-b' BUTTERFLY METAL LATH o WINDOW CORNERS 1 Iz I I wA 15 4_ wA I6A wA L 5 4 78 WA TYP. E ElEl REAR ELEVATION mom' BUTTEWLY METAL LATH • WINDOW COMERS Design Grou l2.. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7744078 FAX 407-774-4078 www.abdesigngroup.Com AA#'. 0003325 F W h V W O V O F O C evsnly ae LOT: SILVERADO LOT #19 BLK #6 12T# mc01961 MODM*- 4EGB "GALEN" GARA01101 8WMG: LEFT "WALL ASSEMBLY ELEV. "D" 150 MPH EXP. B ARCHITECT- —411 STATE OF FLONDA CI � •, a I� RaarD A CRA AR NO 93723 DATJM 11/8/17 8CAIa» 1/4"=1'-O" BFIL'TaT 4D.1 LEFT ELEVATION RIGHT ELEVATION rAItCN I T 1 C T 8-1 Design Grou0. . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA 8: 0003325 J E; y w a y O F O ti V acTnerv. a. LOT: SILVERADO LOT #19 BLK #6 PROJmCT 04128.000-01961 MODEMA 4EGB "GALEN" CAPMON awarc: LEFT ""kALL ASSEMBLY ELEV. "D" 150 MPH EXP. B 1" Dw 11/B/17 aCALM: 1 /4"=1'- 0" allow 5 D. r-------- FIRE � DRAFT STOP � g L--------J FLOOR 2X4 NAILER PRE-ENG. FOR DRAFT FLR TRU58 STOP ELEV. VIEW ,II PR - RE-REFLTRUSS--, 3/4' PLYUJOOD I DRAFT STOP �I 1 1 PRE-ENG. FLR TRUSS 2X4 NAILER FOR DRAFT STOP 3/4' PLYUIOOD DRAFT STOP PLAN VIEW DRAFT STOP 2J META-16 -- TRUSSI TO 4X6 POST (2) MTS-12 TRUSS TO 4X6 POST TO SLAB PO5T (2) MM-12 —HTTTT 4 — — • SLABf- HTT-4 FT4 _ FT& =:4D5L STUD �p ::r-iDBLSTUD __-- HU-26 s EA. 'MI' — — — — — ENTRY ROOF TRUSS TO LEDGER �2J 2XX6 LEDGER ATTACHED TO— L. TRUSS WB / 5/S'X6' LAG OLT Ll/ 2' DIA. WASHER s INI 24' O.C.MAX, IN Bp I� 'NI INI MI p„ FT3 DRAFT STOP FRAMING PLAN CCA 06101/15 Design Grou ,2. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-774-4078 www.abdealgngrou p.coro AA is 0003325 F w y 0 4 L IN _ H aURDiv & LOa': SILVERADO LOT #19 BLK #6 PROJEC 04128.60 —01961 1[ODlu 4EGB "GALEN" GARAGE B'WMG: LEFT PAOR; FRAMING PLAN ELEVATION "D" 150 MPH EXP. B DA 11/8/17 DCAZM 1/4"=1'-0" alEawr 6 TRUSS TO 4X4 POST W! (2) MTS-12 POST TO BLK ✓-ITT-4 m ui CJI .— TRUSS TO DBL STUD W) WTS-20 DBL STUD TO TRUSS MSTA-3ro l� U U apm n n II L II II IIII II II CJI II � II � CJ3 II II II II II II II II ii II 011 _II CJ3 a al CJ5 = I—J II II (I -jr, ii = I IP �i ii II II II i ' II II II II II II II —II— II II I� _ = II II II II II II II II II II _ _ —.. i=44 II II II II II II�glu x Lu r I II nQ�ll N I� _ — II N II II I I II II II II I � - I f II II TRUSS TO 4X4 P05T II I I II 1„Ib II �l�I I II (2) MT5-12 _ _ _ II II II II II POST TO BLK HTT-441 II II II II II = B2 m = = m � B4GE TRUSS TO 4X6 1-05T (2) MT5-12 POST TO BLK HTT-4 ROOF FRAMING PLAN CCA "/01/15 CJ5 CJ3 CJI 0 TRUSS TO DBL STUD W/ WTS-20 DBL STUD TO TRUSS META-36 AItCN IT9CTS 6 Grow i In c. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.a bdeaigngroup.com AA M: 0003326 F w h v 0 y 0 F 0 2 sLJ3lDiv. da LAM SILVERADO LOT #19 BLK #6 3PROJw" 04128.000-01961 3LODSLt 4EGB ' GALEN" GARAGE OWING: LEFT "tOOF FRAMING PLAN ELEVATION „D„ 150 MPH EXP. B DA 11/8/17 8*1XIM 7 CONNECTOR SCHEDULE ICONTROL DATE: 01_05-I1 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-I8 1625 (0) 10d x 1 1/2' I -PLY, (6) Ibd 2-PLY, (USP: (10) 10d X 1 1/2' - NO 16d OPTION) (2) META-16 1985 (V PTA 16-18 2800 (10) 10d x 1 1/2' I -PLY, (USP: (10) Iod x 1 1/2') 2515 (14) Ibd 2-PLY (USP: NO I6d OPTION) HETA-16 IWO HTA 16 I810 (9) 10d x 1 1/2' I -PLY, (0) I6d 2-PLY USP: (10) 10d x 1 1/2', NO I6d OPTION HETA-20 1810 HTA 20 1S10 (9) I0d x 1 IQ' I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 1/2', NO I6d OPTION >- Qi Z (2) HETA-20 2035 (V HTA-20 3230 (10) 10d x 1 1/2' I -PLY USP: (10) 10d x 1 1/2' 25" (12) 166 2-1-LY (USP: NO I6d OPTION) O LGT-2 215C LUGT-2 1550 (1) - 1/4' x 2 1/4' TITEN, 2 (USP: BLK (5) 1/4' WB, WOOD (I6) 10d V) DETAL-20 24M DHTA-20 24M (19) - 106 x 1 1/2, 1 PLY MGt 3965 MUGT 4115 (U 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD) HGT-2 • 10960 HUGT-2 9190 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (WISP: WOOD (8) 10d) HGT-3 • 10530 HU5;T-3 9860 (2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. W EMBED), (WO 10d TOWOOD (USP: WOOD (S) loci) LGT3-SDS2S 3285 LUGT-3 3525 (12) SDS 1/4'x3' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W525) LTA2 12I0 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 ' (10) 10d x 1-1/2' (USP: (10) IOd x 1 1/2' VGT 4540 NO USP CONVERSION FOR SIMP94N VGT (U 5/8' AT,R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6)-905 1/4'X3' TO WOOD (2) VGT 1155 NO U6P CONVERSION FOR SIMPSON (2) VGT) (2) S/8' AT.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY MTS-12 1000 MTW 12 1155 (14) 10d x 11/2' (USP: (14) 10d x 1 1/2', (I4) 10d) HTS-16 1150 14TW 16 1260 (IS) Iod x 1 1/2' (USP, (16) 101d x 1 1/2', (16) 10d) WTS-20 1450 WTW 20 1530 (24) I06 x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 10d) WS-24 1450 HTW 24 1530 (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 10d) LSTA-Yl .+ W5 LSTA 12 S30 (10) loci USP: (10) Old LSTA-18 + 1235 LSTA IS 1235 (14) Iod USP: (14)10.1 MSTA-18 ++ 135 MSTA-18 1310 (14) 10d USP: (14) 10d N MSTA-24 + 1640 MSTA-24 1640 (18) IOd Ugp: (18) IOd d MSTA-30 ++ 2050 MSTA-30 2065 (22) 10d USP: (22) 10d MSTA-36 . 2050 M5TA-36 2065 (26)lod USP: (26)1Cd F— MSTI-36 380C KSTI 236 3890 (36) 10d x 1 1/2USP: (36) Oct x 11/2' V) 1`16TI-46 5065 KTSI 248 5140 (48) IOd x 1 1/2' USP: (48) IOd x 1 1/2' H6 950 LFTA 6 1210 (8) Sd TO PLATES, (8) ad TO STUDS (USP, (16) 8d x 1 1/2', (16) Bci) SP4 885 SPT 4 S45 (6) 10d x I IR' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS A34 395 MP 34 380 (4) 8d x 1 1/2' TO BEAM, (4) ed x 1 1/2' TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) 8ci x 1 1/2' TO POST. HCP2 645 WHOP 2 800 (12) 10d x 1 1/2' USP: (10) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 I/2' TO PLATE HIOA I" RT I6A 1380 (18) 10d x 1 1/2' USP: (9) I0d x 1 1/2' TO TRUSS, (8) 10d X 1 1/2' TO PLATE VGT t HDU4 4540 PHD 4A 521S (160-909 1/4'xV TO WOOD, (l0)-SDS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASNERQ PLY USP: 5/8' ATR MIN. V EMBED SET IN NIGH STRENGTH EPDXY, (10) W63 WOOD SCREWS VGT 2 HD1B 4940 TDX 10 10140 (I6)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT8N1ASI,-E"PLY USP: 1/V ATR MIN. 1' EMBED SET IN WIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS ABU 44Z 2200 6665 PAU 44 2535 6115 (V 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12) I6d TO WOOD USP: SAME AS SIMPSON ABU 66Z 2300 12000 PAU 66 23M 16005 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12)I6d TO WOOD USP: SAME AS SIMPSON v% LTT19 .. 1340 LTS 19 1205 (1) 3/4' AT.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (8)0d TO WOOD USP: SAME AS SIMPSON T_ LTT206 ... 1500 LTS 20B 1105 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC, (10)IOd TO WOOD USP; 3/4' ATR MIN 1' EMBED SET IN NIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 1/2% 2-1/2' („) Z NTT4 4455 HTT45 4I60 (U 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONC, (18) 9D'I0 X I 1/2'(USP; (20) I6d X 2-I/27 USP HAS MORE NAIL OPTIONS. (20) 10d, (20) ICd x 1-1/2', (20) I6d x 2 I/2' Q HTT5 Flow HTT45 5005 lU 5/8' AT.R IN WIGW STRENGTH EPDXY (MIN. 1' EMBED,) IN CCNC., (26) Ibd X 2 1/2' (USP: (20) Ibd X 2-1/2')USP WAS MORE NAIL OPTIONS: (20) 10d, (28) 10d x 1-1/2, (20) Ibd x 2 1/2' HHDQII-SDS 2.5+ 11,510 UPWD II 14395 (1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 10- EMBED.) IN CONC, (24) So$ Y4' x A' WOOD SCREWS (USP: (24l WS3 WOOD SCREWS) HD15 6645 TDX 10 10140 (1) 1/8' As, IN HIGH STRENGTH EPDXY, (MIN 1- EMBED.) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/0' BOLTS) Vn MBHA 356/1125 3415 5330 NiM35X12U 2580 1130 SIMPSON, (U 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.10' EMBEDMENT) 1N C)MA. TOP, (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT)N CML. FACE, (18r0d TO BEAM USP: (1) I/2' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LE66 THAN W FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN 5' EMBED DEPTH INSTALLED IN THE FACE, 1Y LJ HU9C412 (WOOD) 3635 2660 (FLR HU94121F 306C 2110 (FLR) (0) I66 TO HEADER (10) I6d TO WOOD USP: SAME A9 SIMPSON 3265 (ROOF) 3325 (ROOF) Z Q HUC410 (CMU) two 4920 HD41O IF 1305 5000 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD: (USP: (18) 1/4' x 3' W63 SCREWS, (10) 10d TO WOOD. USP (20) 3/I6' TAPPER-, (10) 10d TO WOOD = HUC210-2 (CMU) Iwo 5085 H0210-2IF 1305 5000 (10) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP, fl8) I/4' x 3' W63 bCIEWS, (10/ ICd TO WOOD. USP (20) 3/16' TAPPER+, (10) 10d TO WOOD HUC210-3 (CMU) 1800 5085 HD2I0-31F 13oS 5000 (10) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (I8)1/4' x 3' W53 9CREUIS, (IC) IOd TO WOOD. USP (20) 3/16' TAPPER+, (10) 10d TO WOOD LC-0l1'126.2-SDS 1430 5595 1.64"6-2 2125 6065 !4) 3/8' x 4' TITEN HD ANCHORS (2 F'ER FLANGE) TO Cm (41 114- X 2 1/2' SD8 SCREWS TO WOOD, USP !4) 3/B' X d' WE LT+a W63 bC HIGH S. GTH EPDXY . 6IMPOC14 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN Cl-W. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d. 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. N + MINIMUM EMBEDMENT INTO THE TOP OF A SONDBEAM WILL BE S', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' W F— O A.T.R • 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 MAKING SURE THAT THE PROPER CORROSION PROTECTION 19 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS, 04EN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AIS3 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'NIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCA6I6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 1 MASONRY CATALOG C-SAS-2012 i USP STRUCTURAL CONNECTORS 20115-20M . SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO W-0' DBL 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO W-0' DBL 2 x 12 8'-0' AND OVER MINIMUM WALL AND HEADER STUD RE UIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 81_0. UND. 4'_II I/Z' I 1'_11I/2' 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 2 x 12 1 2 SYP) 1/I( ' OSB NAIL (3) I2d 0 6'-8' O.C. 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-1(o AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. + TRUSS TO WOOD FRAMING SHALL BE MT5-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT 15LOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES 0 EA. END. CUT PITCH a BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. -I. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. B.PROvIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED, 2014 FBC RESIDENTIAL -SECTION R302.12. S.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. A R C N I T E C T E Design Grou .- . 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA X: 0003325 F W ti cam, may.. 0 a h O c 9UnDrv. as LOT. SILVERADO LOT #19 BLK #6 PROJMT 04128.00-01961 MODAL: 4EGB "GALEN" OARAOR 81TD70: LEFT PAOR: CONNECTOR SCHEDULE 150 MPH EXP. B D . 11/8/17 DCALft 1/4"=1'-0" nice= 7 .1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e 125V OUTLET w A SWAM POLE IEOV OUTLET IIOV OUTLET We® t0 eaTCN GFI IIOV OUTLET fiW* p'"'No PAA INTERIPIER (TAMPER MVSTAM TTPE) noV OUTLET I T4)WWE CO"CTION ��q}_ IWUpp -ty- C-0I EXT. WATEN-ROOP OIALETI OMMM PAULT NTERIaE m WTCH PATIO 1 GF _ &WTCN 5-WAY OPER �,y SWItCN 4•WAY OPER ' V WALL MOINIED ALL W CEILING LK+1-It VP 10, B i _' `14G� �1;Ylp / RECEEe® CAN -Q_ WALL BCPICs PRE•WITBD VENT. PAN I CPM PER 8GL VENT. FAN WA.IGHT I rnl PER ao. PT. PRE-WIRED- Z CLG FAN- \ Y rePece � eT 22'-8' F CIC"ENt RE9c zaM.e uRAP _ \ ARC FD \ \ \ \ \� \ \ 1 2'19LUOREe 4- MUD WWNT R 4- TRACK LOW ® PANEL v 17 / Iiiiiiam METER 9D. eno� DneeTORIIIATT�-C T —r S OR. WALL MCNTED MAn. eaac-Irr BD. EMOICE DETECTOR WL}1Ba�BG U,FI ® g/CO N1oKE t PD ROR la.00 -CONBGTED $WALL aE A DIeTANCE WH / OP NOT LEe9 INEN A• �1 Cam'/ BOLLARD AS REQ. / P$. F I lli N nAsnLme \ _ PER BLDG. ! GARAGE CODE / DOOR / \ ►TeLaI jAc< pplaco CT Te l RLEVA= AIR CONDRIONW A/ D18CC4acT METER FIELD VERIFT LOC. FOY R \ ill of KEYLESS \ it a FIXTURE TeLcvieloN �Acx. JPPORtED N _pox Al ~ GFI .A'Re�euc+s0°`oR IRRIGATION OUTLET o DOOR GARAGE 48' AF.F. PREWIRE PB. FOR x x,. xs� eox to EE euPPMo•RrtD N C PLOOD LKJtT KeITAD Pa. PueN-euTTON FOR eumlEe .-`�• ue® PORT LOCATION OF TV JACKS 4 PHONE OUTLETS ' FANS TO BE VERIFIED • HOMEOWNER PRE-CONSTRfUCTIOJ MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS O° FBCR 5TH EDITION 12014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI • ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY O° 50 CFIM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION 11I5013 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 12014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS O° THE FBGR 5TH ED (2014). ITCH IN' GFI CABINET w iI I II19uiIIl"`...Il1 i'altll'`-- I ll � I11 � GFI /OUTLET ( -I. / FOR OW OPT KITCHEN REF \ L — `�J JPAN PWDR. PRE -WIRED CLG FAN FLEX ! PORCH i COACH , LIGHT FIRST FLOOR ELECTRICAL PLAN W/ LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE "I HOUSE PLAN: MODEL "'GALEN" LOAD INFORMATION VA E4 9p FT GENERAL LESHTINO E 3 VA PER Ep FT 1-6 2 EO AYP APPLIANCE CUU U AT IWO VA )ILA. WOO I LAUNDRY cmIW 1600 I RANGE AT NANE PL TE RATING OR COORTOP/O-N LT000 I NAT NEATER 4e00 1 DIENNAeH88 Iwo I CLOTI E DRYER WOO / DI8P09AL wo 1 NICROTIAVE Se00 I �GERATOR I200 eURTOTAL OF GENERAL LOAD .9TODe —IT 10 "A OF GENERAL LOAD AT 100E 10000 REMAINDER OF GENERAL LOAD AT 40N E8" VA x .s 11-4 TOTAL NET GENERAL LOAD ElOTe.4 8.6 TON HEAT PUMP (N/ 61I11 EHRtOENCY NEAT ETR@) EI A x 240 VM 3e TON COO— 8YETEN 40 A x 240 VA- • 6e00 NET OEN@GL LOAD EI07e.4 NET TOTAL NVAC WO TOT.u. LOAD soaTe.s CALCULATED LOAD FOR SERVICE 9087e.4 VA/2"' V� 12e ALP 150 AMP SERVICE --=T CASE eCENARIO - IIp T NVAC ]GAD USED FOR CALCULATIONS.• NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 1428.1 VA 3000 VA o 100%, REMAINDER • 35% NET LOAD: 6,S45 VA RANGE: 12,000 0 '10% 8,400 VA DRYER: 5)0m ID 10% 3550VA TOTAL 18,84E VA NEUTRAL AAPACITY: 18,489 / 240 x 18 A R AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3F2/0 CU, THWN 4 1% CU IN 2' CONDUIT OR 3 1410 AL, THILN . 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT o OVERHANG.) 150 AMP ELECTRICAL R15ER NOT TO SCALE. COMBINATION SERVICE DISCONNECT SWITCH AND GENERAL NOTES: e ELECTRIC METER IN A, ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 150A/2P B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS MCB NOTED OTHERWISE. TELEPHONE SERVICE ENTRANCE EQUIPMENT, POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 12/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP '7/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C N I T E C T I Design Grou Inc. L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.a bdesigngroup.00m AA $: 0003325 V Fo 4 6�1 Ka F O ti BUJIDIV. da IrOT SILVERADO LOT #19 BLK #6 0p128 OAS 4-01961 Isoaz� 4EGB "GALEN" GANAGa SWING: LEFT pAGFIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B ARCHITECT: I Id DA� 11/8/17 KCAL 1/4"=1'-0" sign= B ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e t2W OUTLET WA 1Rd9L! POL! n0V CUTLET U0✓ OUTLET W aP'CN uRaD OUT TO EI GFI U0V CUTLET EOUIPED W,49RID FAtL NTEICIPTER Ra,PER RElNlTANT TTPE2 220V OUTLET 142 WIRE CONNECTION Wp W. WATUE� GROND Pant OUTLET WEleft"R SUNTCH Its9URTCN S-WAY OPER !�4 SU1TCM 4-WAY OPER WALL MOWTED LOW CEILING LK+14T VP PRM LIONT "O\ REcleeeD CAN WALL BCGNCE PRE-W KNT. FAN I CM P!R 80 FT. KNi. PAN uuLlaarT I CR1 P!R 80. FT. V FIXTURE es".* Tw ®T FL 4 ENT MAP ARaw AROUND 2. FLUOMACEW W FLUOREICENt Il®d 4' TRACK L1YR PANEL METER O'J'.D. BFIOI� DETECTOR UTALL MgMED GATT --UP eD. N'IOK! D!TlCtOR YK1lAl$MIlBF. caneoa MONDXID! ® S/CO M1ola• D�Oat Cn IBO WALL a A DI6TANC! Or NOT LE96 THEN W PlNDANT LY.HT � � ,ELlPHOIE JACK � U14T@R NEATER D19CCNECT A/ ARC CONDMONW DIBCCNECT M.—ON JACK CB .SDK O J•p0X TO e! SUPPORTwo N ACCORDANCE V e0X MARKED AS BUGH POR T CEWM6 FAVrLKNT TOHE CO8dlDM ACCORDANCE UV BOX MARUQD As &1CN FOR FLOOD LK KP GECUIlITT' KETTAD KW P. P -d1TTM POR CNMEe9 U. PORT LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED • HOMEOUINER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION 12014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI a ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 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 l20I4). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). ALL LAMPS 9HALL BE SELECTED BY ENJILbER AND �5% OF LIGHTING MUBT BE ENERGY EFFICIENT TYPE PER P.B.C. ENERGY CONSERVATION CRESIDENTIAL ENERGY EFFICIENCY) 2014. Sth EDITION R404.1 BDRM.#2 PRE -WIRED CLG FAN I I � I � � I \ S I 19 BDRM.#3 PRE -WIRED PRE -WIRED CLG FAN I CLG FAN BDRM.4 I � I � g I WALL MOUNTED r — -- LIGHT W/SWITCH IN ATTIC Xp OBATH2 i W.LC \\(Q� ALL— Jl--L —T7 W1 � / PRE -WIRED CLG FAN OWNER'S SUITE L -wJL W J R A'[ 0. BATH v SECOND FLOOR ELECTRICAL PLAN A N B N I T! C T S 6 Grousi ,n 1441 N. RONALD REAGAJIBLVD. LONGWOOD, FL 32PH: 407-774-607FAX: 407-77440www.abdesigngroup AA M: 0003326 W y m O 8 V y O F 0 V 9LTJMIV. Ae LOT. SILVERADO LOT #19 BLK #6 P" 04128.00 -01961 Moazu 4EGB "GALEN" GAP—►QZ BVFM s: LEFT HJ13» SECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B HVAC NOTES L � 6=SR W AIL" SIR PROAM WIN PNOPM CLEAItMICD, MR SERVICIft MR 2. ALL DUCT SYSTIIMS NSTALLRD N NON -CO DRIAID AIIIAS &MLL = GON6TRIIC= CP A VALIIN OF NO LUG TWINNI R-S NATNA ALL SRAMS SWILL M MALUD RIITN GLASS AND A MASTIC. AND NSTALLRD AS FUR POCK 6714 RDITION 12014) PNX344 CAL DLD& CODU GOMM 6019, I ALL PLRX DUCTS SWILL M APPPCVUD UL 10 CLASS 1 AIR DUCT AS FM NPPA SOA 2-AJ 4. PIWM Alt MAIM Wu L NryT DR LOCATUD CLOMR TWW W PT. PROM ANY 044M r OR MW OUTCRY, Ot MNRAPP SUSRR VOW OIITLUT w ALL RJC"IST NID OUISID! AIR NLRT DUCM AN" DR CON6TIWGTRD CP SMOOTN GAIN. MAL. OR anent MATS"A AS FM PDCR STN RDRION (M14) M 1010IMCAIL CORN SUCTION &M S. INCLOSRD SIrPOItI PLATtGN'IS SWU.L M CONS7I=1W N ACC0110* U TO PICK STN RDITION CIOIu MEEGiMrICAL CODR SOS) "L DATNROOI S CONTANNS DAT{AUMS, SHOYDb SR4S AND 614LAR DATNNO PDCPJPM SNALL DR P ICF WALLY VRNIUD N ACCCI ICIOM ON POCK STN UDIV04 (2014) MECHANICAL COOR SUCTION SOS. w ALL 0444ISTUD SAT14 NOOPIR SWILL HAVU 1IMIEW- JT DOORS PON MAI 24P AIR TO RIU IIU11NOOD TO 50JAL AIR UkNNOTRD. s ALL FM NATRD CRILSIOS AND SJAI.LS MULL. MAW M APPROVIM PM OR 1911R04M DRIN M LOCATID AT CKLNS OR WALL PRUDIPAYM AND M SLMND SITM AOCUSS DOOM TO NRMT DAMPOL ALL DAMINS SWILL DU 114STALL10TO MP& IIROOPM OAT1010 AND PDCR OTN UDRION (20 4) CODU SECTICN SO'I. W OWLS& AND PONS1 M SWILL DU PNOVDRD W N OAA-4NCN0 009"O , LEGEND ® SUPPLY AM 0MOM 0 Ni11RM1 AN GIIp L ® SDR-SMLL OR I WAY offu R SOLD LSRJ- SUPPLY TN100C --- 11111110m LIPS. Nllum 7mm 1 OALANCM DAMPM OR ODD 0 CIR LIN 10044 T PANI CIRLNS V44"T PA4 A LOW OVA CUTSDU AIR m T{NIVIOSTAT m PASS-TNIIU AM GRN.L NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC GEILING� O 00 EXTERIOR WALL / PLENUM m y AIR RETURN !1� L SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES � y H AIR ANDLER r. EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO GONG. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB OR EQUAL :��" ? REFRIGERANT LINES TO PLATFORM RETURN CONDEN5ING UNIT TRAP DRAIN LINE AND TERMINATE 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) '8XI I/4' SHY. MTL. SCREWS IN AN APROVED DRAIN, AS PER FBCR 5TH EDITION COD MECHANICAL BLDG.. CODE CONDENSER UNIT SECTION 3012.1.1 HVAC DRAINS CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD m 12' FROM STRUCTURE SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG I I INSIDE CAULK J I FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE A5 REQUIRED WADE 5240-K JOSAM 56000 SERIES NICKEL BRASS TOP P.V.0 OPTI/SPEC IV. SEE aiTE PLAN FLOOR SLAB CLEAN —OUT (TYPN COUNTERSUNK C.O. PLUG SEE SPEC. --k ILL- -------- FIN. GRADE OR PAVING FITTING OR I I EXTENSION TO SOIL _ s OR WASTE AS REQUIRED I i I NEXT. GROUND CLEAN —OUT (TYP. N S FIRST FLOOR MECHANICAL PLAN PROGRESSIVE AIR 08/15/14 A R C N I T I C T S' Grou inn Al N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FA)C407-774-4078 www.abdosigngroup.com AA N: 0003325 w 0 y it 0 0 -17 SV23DIV. Aa Lo SILVERADO LOT #19 BLK #6 PROJECT 04128.00t-01961 MODMs 4EGB "GALEN" GARAGE BWING- LEFT "A IRST FLOOR MECHANICAL PLAN 150 MPH EXP. B DA 11/8/17 SCALE: 1 /4"=1' - O" Si3>6>S'1' 1O HVAC NOTES L � L' MLL i.Ms P11110"M IIIITN PRPER OCLEARANOK FOR SeRVIClft M _. ALL DUCT b"Mi S INSTALLED N NOM-COIDIf IONSD ARIM dIJAL,L, M C"7101CM OF A VALLK OP NO LESS TI#N III -A RATNS. ALL 0111" SMALL ED SW.ED WTN OLA" FAd N MASTIC, AND INSTALLED AS PM POOR DIU EDITION (204) MSCFNNICAL OLO& CODE SECTION SOS. L ALL FLDC OUCTS, SMALL ED APPWAV UL 10 CLASS I Alt DUCT AS Pot NPPA WA 2-1.1 J. PINION AIR NTAI®S NJKLMa ONE LOCATED CLOSER THAN W FT. FI11101M ANY CNN'bKY OR VENT OUTLET, OR "WARY 000110t VENT OUTLET 0 ALL Ei6"W AND OUIMWE AIR MET DUOS W&L OE CONIPTINICTED OF SMOOTM GAL.V. METAL OR OTHM MAT®tlALS AS FM Pb= STW EDITION (2014) MMA►SCAL CODE SECTION &M * 04C OND SUPPORT M ATFO" SMALL ED CONSTRICTED N AOOOIIDAMCE TO FOCR STH EDITION CIOMJ PIRCMANICAL COOE SS1N,1 * OAIM11001'M CONTAINS NATHTIDS SM092 br SPAS AND SIMILAR OATMIMS PDCRI ES SMALL EE wAL��LY V TRIED INACCOPOANCE WITN FOCR NITH EDITION (2014) MMS EGiCAL CODE SECTIONw ALL OXNAUSTED MAIN ROOMI6 SMALL WWt IMOR-CUT DOOM MM "AWN-IJ10 Alt TO EE PETIVI ED TO NAIAL AIR NXK4NTED TL ALL FILE RATED CEILWM AND UALLS SMALL WAVE AN APPROVED PM OR IgI1t/SN'IOIa DAP"M LOCATED AT CWLNS OR !TALL PENETRATION AND 1NE SLEEVED IITM ACCESS DOOIM TO 111110lET CIAMPM ALL 001rERS $M AU THE INSTALLED TO Mft II 1COPPE DATION6 AND POOR STM EDITION (29")ISIOiWICAL CODE SECTION "M TO. WELL" AND DPRJN M SMALL ED PMDYV D E ITM OALANCMS DAPrWft LEGEND ® AMTLY AN DI"IISER m ommxlJ AIR afaLL ® an -a" OR I WAY omisi t — SOLD LSNN• SUPPLY 1TEMSC — E 120IN LMEI- RETINl1 TISMNC 1 BALA40M DAMPER OR OW 0 CELNS EX"MIT FAN RCEI.INS ND6WJMT PAN 4 LISWT OVA OUTSIDE AIR m TW W#4L-STAT ® PASS-TNIW AN GWLL BDRM,j I2xa 0IVI"o 'I',, c Z I I ! BDRM. I 10' SUPPLY TO y IST FLOOR W,I.0 SX4 iI II DB RM.933 12XS I2' SUPPLY TO 1ST FLOOR ax4 I.AUN. �- - OPT II OPT LLD II W -� -1] 4' DRYER V.T.R. -- 16XI6 f 0 I2xa 12X8 I_- 0 6BAT I2xa Ocr 1 OWNERS SUITE SECOND FLOOR MECHANICAL PLAN PROGRESSIVE AIR 08/15/14 A N C N I T N C T S 74 6 2 egVgn W. 407-7748078 FAX: 407-7744 178 www.a bdesigngmuP.com AA S: 0003325 w 0 y C ((o V OUbDIV. &. LOT SILVERADO LOT #19 BLK #6 ps0iRC 04128.00 —01961 MODEIL: 4EGB "GALEN" OARAONI OWING* LEFT p ECOND FLOOR MECHANICAL PLAN 150 MPH EXP. B ru s Rl ClLLLI KRrICALLY wr taut. rcue 6EE MIYT LODE PCR'D FL1! NgIATILN R-VNJEe m� <• 4• CGIL. RENT, WI WWOIMO WJN LN 1E)f1URDlMIKI L G !• C!D _ � � y elLWR P.T. T, RAT@ 20 CL IG W V]'XID' ANCNCR DOLT LL1' ]' WMF.IP �' !I'IBlp. MM • 9]• OG MAX eLClllC?P.T. DT. PLAI! t0 BEAD YV V]'Xb' ANLMCR DOLL W/ ]' WAeMlR l• R1DnD. MM • eT' Oc MAX MLIIgn P.T. DT. RAre TO NAD W/ re) Ib rNeONRT wLLb • e]' OG. 4' TWIX ENOD Pel • m Dare CCNC. GLAD REeLIL11ClD W. .MIL POET v.OPOR RLrAIm®t ETNTLD! M WILL-Gq"II°ALTBD 4lAN TILL T@11MHE TREAT'Rrt WALL ![ DCRA-LAIR rU s RADAR ON CN4R• v]' OYP. UL OD. `� IOODDAeB m� °. MAX NDEI �• O'•p• lM RR � THICKEN EDGE 4 eLKl+V]'•Y•D' o n • CONC., Kier. LLV b16' WAXWM W W G b-HLL r LY ETMh@H • - 4' LORE. REN. W/ bYb' WUMNAO WD'I --- LM b-MIL DOLT ITNTLINE VAPOR -,� '• • 4' CPC. REel. eV bkb' WAICIR.4O YIII'1 CM b•MIL rOLY LTUTLl1i VAK.R RCTp,IpIR _ __ • ' 4• CCNC. 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P FILL reRMre TRLAT�OR BwLL D[ L _�"0 OcvA-CARD / rffi vlRTILAL RADAR 3 rIQD+1_RW/�ID"AIIDOIC • ` ° OI1TeER RADAR i0 m l LAPPED W/ DRD DEAH 'ILk/- = b' PVC cuAee TMRu PODTMO $ a F� LONTNIOID 1 - rV 9 RADAR AT LOIDAIR W, ]n•LAr MM ,° -_m' L • 'F Ms ms VA RI b-MLL POET ETLTLLIIE ° Ar RIT CN 4CLL-CR1rAGTlD � R L -C TEV LEE""' PILL Tdfe'tlTE TReATneNr WALL DE (-etORY m s vs ReeAR oN cMARe HORIZONTAL/VERTICAL ]-eroRr _s• + rs, s RADAR wI L " HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH %EZ REINFORCING BEARING CHANGE �1 OMITTED DOWELS --s�usmaz REBAR LAP AT FOOTING B ecll n•.I'-m• �r1AT LINTEL CORNERS 'a-ar 1—STORY FOOTING W/ BLOCKcrWALL �n �— D ALL EXTERIOR FOOTERS AT FINISH SCAB'S TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 A R C B I T E C T S 6 Design Grou I! Ai N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX 407-7744078 www,a bdesigngroup.com AA M: 0003325 w y 0 VI w 0 [4.r y 1 UDDIV. & LOT. SILVERADO LOT #19 BLK #6 PROJRCT 04128.00 -01961 MODIU 4EGB "GALEN" GARAGE NTaN0: LEFT Pik MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPJi EXP. B DA11/8/17 SCAIM 1/4"=1'-0" axrzT SECURE 2x6 MIN. TO SLK W/ (2))5' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. SECURE 2.4 C FLAT TO BLK W/ CUT NAILS. �—SIDES, 2X6 GARAGE DOOR BUCK W1 (3) Aw, J-BOLTS 4' EMBEDMENT MIN. UU 2'X2.)di WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK • CENTER OF DOOR HEADER W/(U K'XS' J-BOLTS 4' EMBEDMENT W/ 2'X2')4- WASHER AND NUT Ic NOTES: G __ ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WFERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR (BUCK ATTACHMENT SCALE: I/2'.I'_O• H � I - 11 11 2X4X4' SECURE TO TR1198 W/ 9-12d MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-12d SECURE TO BLK W/ META-I6 7 ;2 —0" EXTE SION OPT SERVICE DR. SCALE: I!2'.I'_O• 2X4 SECURED TO GABLE END WI(2)12d-EA UPRIGHT 2X4 SECURED TO L-2X4 BLOCKING EA RAFTER RAFTER H2S EA RAFTER 2x4 RAFTER • 24, OC. ( FRAMED OVERHANG N.75. �L�1NOT USED v PRE-ENG TRUSSES W/TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS • 16. O.C. MAX HEADER SIZE PER SIMPWN LSTA-12 • EA JACK SPAN CHART. STUD, BOTH SIDES OF OPENING. 2. STUDS • 16' O.C. MAX W/ SHEATHING. SHEATHING TO BE DOOR/ WITHIN I' CF WINDOW/ DOOR WINDOW OPENING AND SECURE PER OPEMNGFASTENER SCHEDULE `` KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK$(SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME, USE 121 NAILS, TWO WITHIN 6' - FROM EACH END 1 NO MORE �) THAN 12' O.C. STAGGERED SP4 OR H5 • TOP AND BOTTOM PLATES • EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP J OF MASONRY WALL, SHEATHING MIDST NOT BREAK I'-4' MIN. FROM 2ND TYP. EXTERIOR WINDOW/ DOOR FLR LINE. OPENING WD FRAMED (W/FLOOR TRUSS) BGALE. • FASTENER SCHEIDULLE ROOF DIAPHRAGM USE IAW O.SB. OR 1/2' CDX PLY WITH d RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 'S RING SWANK CAN NAILS AT W O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE d GUN NAILS • 4' O.C. EXTERIOR SHEATHING USE 1/16- O.S.B. OR I!1' PLY WITH % RING SHANK CAN NAILS AT b' O.C. AT PANEL SIDES AND d RING SHANK GUN NAILS 4' O.C. TOP 1 BOTTOM PANEL AND 'S RNG SWANK GUN NAILS AT WOO. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS 912E OR HEAD LENGTH DIA. TENSILE STR TOP CORD BLOCKING AT 4' ad ORROUNDYlODFIE 2 3/8' 3I3 ITOP'm0 O.C. MAX. IN FIRST 2 FRAMING T NOTE; NAILS TO BE MFG. BY MEMBER OF INT. STAPLE, NAIL 1 TOOL ASSOCIATION 2 RING, I. 0.113 INCH NOMINAL SHANK DIAMETER 9�T0�0�I��R I�H 4�2�INCL4FUDIA��R S. IL LILLE�INd TH2 IN��NdIL L�ITy ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING SPACES AT EACH END. RAFTER OR ROOF SHEATHING-' Ifr_ BUILDING LENGTH �T1 STICK BUILT WALL DETAIL SPS • EA. STUD TOP 1 BOTTOM PRE-ENG TRUSSES W/TRUSS CONNECTOR UP TO MOOD UPLIFT DOUBLE TOP PLATE SIMPSON META-24 • EA JACK 2X8 STUDS • I6' O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER FASTENER SCHEDULE (2) STUDS, (2) JACKS • EA SIDE OF OPENING JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 1 NO MORE THAN 12' O.C. STAGGERED WINDOW SILL W/CRIPPLES 16. O.C. I' DIA ANCHOR BOLT AT W O.C. MAX WITH 1' EMBEDMENT AND 2' DIA. WASHER SIMPSON MWAM-24 o EA. JACK SECURED W/ SPECIFIED ANCHORS 2XS P.T. BOTTOM PLATE 5 WINDOW OPENING ® 2—STORY WALL � sNawx ow wars . aoc. ate— . BOTTq-i EDGES TTP. EXT. SHEATHING ATTACHMENT FOR WALL SHEATHING (OSB TO BE STRUCTURAL GRADE) NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 1 UPLIFT (OSB. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT • OPENINGS t 1/I6' Cos.— 2X4 67M2X4 PLATE DBL, TOP PLATE 2X4 STUD W' OO. 1/I6, OS$. 1/2' A.B. W/ MIN. T' EMBEDMENT LOCATE W-S' FROM ENDS AND 32, O.C. MAX. TEXTURED FINISH MTS-12META-lb 32' O. CMU WALL KNEE WALL DETAIL 2 TO BLOCK SCALE: A SECURE 2. TO BLOCK W/ (2) 1' TAPCONS OR DRIVE PIN (MIN SHANK SIZE '145) F1KC4•t L (MIN EMBED. 11') WITHIN S' OF EACH p END AND IS' O.C. MAX SPACING. i' OSB. SHEATHING OR I' COX PLYWOOD salon o�wr� .—I. 2.4 BLOCKS I CMU WALL i RING SWANK GUN NAILS • b' O.O. IN FIELD ATTAGWMFNTF SHEATHING (O.SB. TO BE STRUCTURAL GRADE) b 2' DECK 9CREW8 • 6'-S' O-.MAX •EDGES 1 12' O.C. MAX IN FIELD, UNTHREADED SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' TIG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS ARCH WINDOW FRAME A SECTION SCALE: 1/2'• I'-0' PRE -Ewa TRUSS DBL. 2X TOP PLATE l/W' OAS. 2X BLOCKING - TOP OF T/Ib' OSB. 2X STUDS W' O.C. MAX. 2X BTM.PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2x4 • TOP 1 BOTTOM CONT. W/ (5) 12d NAILS SLK WALL I/ Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. W/ 1/4' GAP FROM BLK TO O SB. HORIZONTAL 2X OAT PERIMETER OF O.S.B. O PROVIDE CONT. NA. STRUCTURALIL PATTERN Q3 REMAINING AREA TO BE SHEATHED FROM DSL, TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHNG • TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF WFROM SWEET BELOW ® INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 9 EXT. WALL SHEATHING SCALE: A R C N IT E C T R 6 Design GrouP.2. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesign9roup.com AA lh. 0003325 h y U W FO y V M �a C F O Eitimiv. da Lfl1` SILVERADO LOT #19 BLK #6 1pa0i " 04128.000-01961 molol ie 4EGB "GALEN" GANAGM 9WING: LEFT PAGIM MISC. DETAILS 150 MPH EXP. B r /17CAL>Ik 1/4=1'—O"*EM= D 2 FIBERGLASS SHINGLES OVER *30 FELT PAPER INSTALLED PER FBCR R9052.1 ON Ij' O.S.B. SHEATHING OR �, CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS I.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN 5/B' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY WOOD CONSTTRRUC�TIOT I rl SEE ENERGY CODE FORMS ;OR INSULATION R-VALUES ' GYPSUM BOARD OR %' HIG TRENGTH CLG. BOARD :ONC, FILLED LINTEL BLK W/ U 4'5 REBAR CONTINUOUS 'RECAST LINTEL EE ENERGY CODE FORMS OR INSULATION R-vALUES IINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) •5 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS a 16' O.C. 8' CMU 1/2, GYP. WL. BD. WOOD BASE 1—STORY 1 BLOCK WALL SCALE: 3/4' = P-O' 1/16' O.S.B. OR j' CDX TYVEK BUILDING WRAP FORTIFIBER BLDG PAP GALV'D MTL. LATH 1/8' TEXTURED FINISH 0 WOOD Ye' TO %' MID WALL WEEP SCREED z(L F J -8' CMU -5/8' TEXTURED FINISH m MASONRY WEEP SCREED DETAIL @) WOOD TO BLOCK CONNECTION SCALE: I 1/2'=1'-0' ���NOT USED FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.'1 ON il' 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 d CONDITION.) O.S.B. SHEATHING OR I' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/V THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED (SEE DETAIL 2) SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 8' O.G. MAX 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' 5R,4 IS PRESENT I PRE-ENG GABLE TRUSS 2x4 NAILER CONT. 2x4 RAT RUN SECURE m" W/ (2) 12d's ® EACH TRUSS TYP. TO BE INSTALLED 0 MID- O.". POINT OF TRUSS SPAN, OR 10'-0' O.C. MAX. SECURE 2x6 PT. PLATE TO 4I, BLK W/ j'xV ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. 0 32' Or- MAX- 5/8' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED w DIRECTLY TO MASONRY z < L 0 8' CMU K' DRYWALL I'X4' OR I'X2' P.T. NAILER N4 PT, OR VX4' MIN SECURE ❑ THRU FRAME 4 EXTEND I-V INTO BLOCK W/ %, TAPCONS OR DRIVE PIN (MIN SHANK 812E.149, MIN HEAD 912E 3049 0 ❑ MM EMBEDMENT I -A' WITHIN 8' OF EACH END 4 b' OZ. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )" ) DOOR JAMB TO BLOCK +3/4 OR +5/4 A WINDOW TO BLOCK +3 4 OR +5 4 SCALE: V-F-0' 2X4. CM SECURE TO BLOCK UV�U(. ' tAPCONB OR DR V£ P1 (MIN SHANK SIZE .10 MIN HEAD 913E "0 MIN. EMBEDMENT OW) WITHIN 8' OF EACH END 4 IS- OL. MAX 8PACMG. 2X6: CEO SECURE TO SECURE TO BLOCK WPIN TAPCONS DRIVE PM (MIN SHANK SIZE .145 ❑ MIN, HEAD SIZE 300 MIN, EMBEDMENT I Y') WITHIN 8' OF EACH END 4 b' OL. MAX SPACING, e, CMUJ 2X8: CEO 1$' DRYWALL SECURE TO BL TAPCONS OR DRIVE PIN 1'X4' OR I'X2' P.T. NAILER (MIN SHANK SIZE U45 DOOR CASING MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIL EMBEDMENT I V) ATTACH TO 2X PER WITHIN S' OF EACH END 4 18' OL, MAX SPACING. MANUFACTURES DETAILS. NOTE, SHM AS NEEDED TO PLU-16 JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" %n1 WINDOW TO BLOCK +1-1/2" SCALE: I'.1'-0' 1—STORY GABLE 11A- BLOCK WALL U SCALE: 3/4'=1'-0' SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 1' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK I (1) 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U 115 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS m I6' O.C. 8' CMU I/2' GYP. WL. BD. WOOD BASE 2X4, SECURE TO BLOCK W/' TAPCONS OR DRIVE PM (MIN, 8 4AW 912E J45 MIN. HEAD SIZE S00 MIN. EMBEDMENT IY') WITHIN 8' OF EACH END 4 b' O.C. MAX SPACING. 2x6, OW SECURE TO BLOCK W/4-',(�' NOTE, STRUCTURAL 2X MUST TAPCOIS OR DRIVE PIN BE ON OUTSIDE 4 SECURED (MIN, SHANK 912E .145 THROUC=H NON-9TR)CTURAL MIN, HEAD s12P 300 N4' TAPCON MIN 1-V MIN EMBEDMENT I Y.') EMBEDMENT INTO BLOCK WITHIN S'OF EACH END 4 8. CN11J b' OL. MAX SPACING. Y4' DRYWALL 2X8: ® SECURE TO BLOCK W/U-%' I'X4' OR 170' PT, NAILER TAPCONS OR DRIVE PIN )6' OSAS. X 4' MIL MIN. SH(041K SIZE .145 DOOR CASING MIN HEAD 912E 300 DOOR JAMB OR WINDOW MIN, EMBEDMENT IV) ATTACH TO 2X PER WITHIN S' OF EACH END 4 IS' OL. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +1-15 16" %1 WINDOW TO BLOCK +1-15/ 6' SCALE, 2X4: SECURE TO BLOCK W/ TAPCONS OR DRVE PIN (MIN SHANK SIZE .145 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y') WITHIN 8' OF EACH END 4 IS'O.C. MAX SPACING. 2X6: CID SECURE TO BLOCK W/2-I(' NOTE: 9TRJOTURAL 2X 1101 TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED (MIN SWAN< SIZE J45 TH OUGN NON-STRUCTURAL MIN. HEAD SIZE 300 3(' TAPCON MIL i-V MK EMBEDMENT IY') EMBEDMENT INTO BLOCK WITHIN e' O: EACH END 4 a, cm b' OL. MAX SPACING. Y' DRYWALL 2X8, CSJ SECURE t0 BLOCK WR-i(i I`X4' OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN i' P.T. X 4' MIN. (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I W) ATTACH TO 2X PER WITHIN V OF EACH END 4 MAX SPACING. MANUFACTURE. DETAILS. NOTE, SWIM AS NEEDED TO PLLMB JAMB (DO NOT EXCEED Ys9 DOOR JAMB TO BLOCK +2 1/4" �r11 WINDOW TO BLOCK +2 1/4" SCALE: FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RS05.2.1 ON J' 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 4 CONDITION.)- O.S.B. SHEATHING OR I' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET 05 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) WEEP SCREED (SEE DETAIL 2) SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 8' O.G. MAX SECURE 2x6 PT- PLATE TO BLK W/ i'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 7' EMBED. MIN. * 32' OC MAX. %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT I PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's 0 EACH TRUSS o, TO BE INSTALLED ® MID. POINT OF TYP. TRUSS SPAN, OR 10'-0' O.C- MAX. o." SEE ENERGY CODE FORMS FOR INSULATION R-VALUES j' GYPSUM BOARD OR %' HIGH STRENGTH CLG. BOARD 2x4 NAILER 2x4 0 24' O.G. a INTERIOR KNEE WALL CONC. FILLED LINTEL BLK W/ (1) S REBAR CONTINUOUS DIRECTLY TO MASONRY — \ w l , z� �o 1—STORY GABLE W/ VAULT CLG. BLOCK WALL 1 L SCALE: 314'-1'-0' 2X4, cm SECURE TO BLOCK W( U.' TAPCONS OR DRIVE PIN (MIN. SWAN_ SIZE .145 MIN HEAD SIZE 300 MIN EMBEDMENT I ') WITHM 8. OF EACH END 4 18' OL. MAX SPACING, 2X6, CID SECURE TO BLOCK W/2-4v TAPOONS OR DRVE PIN NOTE: STRUCTURAL 2x MUST(MIN. SHANK SIZE .W5 BE ON OUTSIDE 4 SECURED MN. HEAD SIZE 900 THROUGH NON-STRUCTURAL MIN, EMBEDMENT I Y.') %' TAPCON MIR I-W WITHIN e' OF EACH END 4 MBEDMENT INTO BLOCK ISOZ. MAX 8PACMG, '2X8, F ® ' DRYWALL SECURE TO BLOCK W/t•'iG' TAPCONS OR DRIVE PIN I'X4' OR I'XV P.T, NAILER (MIN. SHANK SIZE DOOR CASING 0 MIR HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y') ATTACH TO 2X PER WITHIN e' MAXEACH END 4 b' O.C. x BPACMCx MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" J--I SCALE, 2X4, cm SECURE TO BLOCK W/ 54 TAPCONS OR DRIVE PIN (MIN. SHANK SIZE U45 MIN HEAD SIZE 300 MIN EMBEDMENT I EN D b' O.C.18. e' OF EACH ENMAX SPACING. NOTE. STRUCTURAL 2X MUST BE ON OUTSIDE A SECURED THROUGH NON- 7URAL 2X6: CEOEM MIN I. J',' SECURE TO BLOCK W/2-56' EMBEDMENT INTBO BLOCK TAPCONS OR DRIVE PM (MIN SHANK SIZE .H5 B, CMU MIN HEAD SIZE 900 K' DRYWALL MR EMBEDMENT I Y.') WITHIN B' OF EACH END 4 I'X4' OR I'X2' PT. NAILER 18' OL, MAX SPACNG. ZX SECURE TO 2X8, C2m TRUCTURAL MEMBER W/(2U2d SECURE TO BLOCK W/2.%' ITHM 8'OF EACH END 4TAPCONS OR DRIVE PIN UND O 6' OL. MAX (MIN SHANK 812E .145 OOR CASING MM. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN EMBEDMENT I V) ATTACH TO 2X PER WITHIN S' OF EACH END 4 W. OL. MAX SPACING. HAJLPAC7URE8 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3" is1 WINDOW TO BLOCK +3" 1SCALE: I'.I'-0' PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 5 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 0 16' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE NOTE: PER FBCR S05.21 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4865 TYPE Iv, OR ASTM D 6151 2X4: SECURE TO BLOCK WNi TAPCONS OR DRIVE PIN (MIN. SWANK SIZE .145 MIN 14EAD SIZE 300 MIN EMBEDMENT I Y'1 WITHIN 8' OF EACH END 4 IB' 04. MAX SPACING. 2x6, CEONOTE: SECURE TO BLOCK W/I-V4' STRUCTURAL 2X MU9t TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE J45 THROUGU NON-STRUCTURAL MIL HEAD SIZE 300 IY' 7APCON NUJ. I•Y.' MIN EMBEDMENT I )1,') EMBEDMENT INTO BLOCK WITHIN 8. OF EACH END 4 18' OL. MAX SPACING. 8' - 2X8, CM )v DRYWALL SECURE TO BLOCK W/I-V4' 1514' OR 1'XS' P.T. NAILER TAPCONS OR DRIVE PIN V CAB. X 4' MIN, (MIN, SHANK SIZE .145 MIN HEAD 812E 300 DOOR CASING MIN EMBEDMENT I Y.') WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW ATTACH TO 2X PER IS' OL. MAX SPACING, MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3-7/16" G WINDOW TO BLOCK +3-7 16" SCALE: I'.1'-0' 2X4: CEO SECURE TO BLOCK WH' TAPCON9 OR DRIVE PIN (MIN SHANK SIZE .145 MIN HEAD SIZE 300 MIN EMBEDMENT 1)W) LA WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING, 2X6: SECURE TO BLOM W/1-1/4' TAPCCNB OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN SHANK SIZE J45 BE ON OUTSIDE 4 SECURED MIL HEAD SIZE JIM THROUGH NON-STRUCTURAL MIN, EMBEDMENT I),4) %' TAPCOd MIN I ' WITHIN 0' OF EACH END 4 EMBEDMENT INTO BLOCK IB' OC. MAX SPACING. 8, GMIU 2X8, CEM 1S DRYWALL SECURE TO BLOCK 9/I-114' TAPCONS OR DRIVE PIN lw I'X4' OR I-' PT. NAILER (MIN. SHANK 812E .145 I' P.T. X 4• MIN MIN. HEAD SIZE 300 DOOR CAGING MIN EMBEDMENT I Y.') WITHIN e' OF EACH END 8 DOOR JAMB OR WINDOW b' OL. MAX 8PACING. ATTACH TO 2X PER NU MAFACTURES DETAILS. NOTE, BRIM A9 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +3 3/4" �u1 WINDOW TO BLOCK +3 3/4" SCALE, A R C N I T E C T 3 6 Design Grou l�e. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.com AA 14: 0003325 w y b 0 0 IN m N E t� F 0 A oulmm ea LOT. SILVERADO LOT #19 BLK #6 0412 0000-01961 HODELa 4EGB "GALEN" GARAGE E VVfG: LEFT PAGE: MONOLITHIC 1—STORY WALL SECTIONS & NOTES 150MPH EXP. B rpnmNT Dwli/8/17 9CAL,1 /4"= l'- 0" eHEW D 3 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 030 FELT PAPER OVER 030 FELT PAPER 2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES INSTALLED PER FBCR INSTALLED PER FBCR TRUSSES WHERE 'X' BRACING OVER 030 FELT PAPER R9052.1 ON a' O.S,B. 7 R905.2.1 ON a' O.S.B. IS PRESENT INSTALLED PER FBCR SHEATHING OR J' CDX SHEATHING OR #' CDX RW52,1 ON -l' O.S.B. PLYWOOD SECURED PER PLYWOOD SECURED PER SHEATHING OR }' CDX FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG GABLE TRUSS PLYWOOD SECURED PER PRE-ENG TRUSS SEE ENERGY CODE FORMS P.T. IX2 W/ MTL, DRIP EDGE CON7. 2x4 RAT RUN SECURED FASTENER SCHEDULE SEE ENERGY CODE FORMS P.T. IX2 W/ MTL. DRIP EDGE FOR INSULATION R-vALUES 2x4 OR 2x6 SUB -BAND PER W/ (2) I2d's m EACH TRUSS PRE-ENG TRUSS FOR INSULATION R VALUES 2x4 OR 2x6 SUB -BAND H' GYPSUM BOARD OR �' ELEVATIONS P.T. IX2 W/ MTL. DRIP EDGE GYPSUM BOARD OR }' PER ELEVATIONS HIGH STRENGTH CLG. VENTED ALUM. SOFFIT 2x4 OR 2x6 SUB -SAND HIGH STRENGTH CLG. BOARD VENTED ALUM. SOFFIT BpgRp PER ELEVATIONS DOUBLE TOP PLATE TWIST STRAP VERIFY W/ STIFFBACK (SEE SEALED VENTED ALUM. SOFFIT SIMPSON WINDOW HEADER SIZE TRUSS PLAN TRUSS ENG, FOR SIZE 4 SEE ENERGY CODE FORMS 1,000" UPLIFT SP2 m EA. 2X8 STUD VARIES PER WINDOW CONDITION) FOR INSULATION R-VALUES CONNECTOR OPENING SEE HEADER WINDOW ATTACHMENT AS SPAN CHART FOR PER MANUFACTURES SECURE 2x4 PLATE TO WALL W/ BOARD OR ' 2x8 SYP "2GYPSUM DETAILS SPECIFICATIONS THRU-BOLTS m 32' O.G. HIGH STRENGTH DBL TOP O.S.B. SHEATHING OR }' WINDOW SILL MAX THEN SECURE GABLE TO CLG. BOARD PLATE }' DRY WALL CDX PLYWOOD. 2x4 PLATE W/ 126's 8' O.C. MAX WALL }' DIA ANCHOR BOLT ATTACHED PER FASTENER 2x STUDS m I(o' O.C. MAX W/ OR DOUBLE TOP PLATE SHEATHING AT 16' O.G. MAX WITH 1' SCHEDULE ON SHEET D5. INSUL., SEE ENERGY CODE SECURE GABLE TO DBL TOP WINDOW ATTACHMENT AS 2x8 SYP •2 EMBEDMENT AND 2' 1/8' THICK, 3 COAT FORMS FOR INSULATION PLATE W/ SIMP50N I-ITC4 m 24' PER MANUFACTURES WOOD STUDS DIA, WASHER PORTLAND CEMENT R-VALUES O.C, MAX SPECIFICATIONS AT 12' O.G. MAX PLASTER OVER WINDOW HEADER SIZE VARIES WINDOW SILL N SPI EXPANDED GALV'D GLUED ' T d G SUWED PER WINDOW OPENING SEE S EA. 2X8 o EA, 2 STUD METAL LATH ON AS AND SCREWED AS PER HEADER SPAN CHART FOR 2x STUDS m 16' O.C. MAX W/ FORTIFIER JUM50TEX GRADE 'D' PAPER OVER FASTENER SCHEDULE DETAILS INSUL., SEE ENERGY CODE FORMS FOR INSULATION 2x8 P.T. SYP 02 TYVEK BUILDING WRAP O.S.B. SHEATHING OR J' COX R-VALUES O SOLE PLATE (1) COURSE TIE -BEAM PLYWOOD. ATTACHED PER POURED SOLID WITH (REFER TO STUCCO FASTENER SCHEDULE ON SHEET T d G SUBFLOOR GLUED w - CONCRETE. (1) "5 SPECS FOR COMPLETE D5 AND SCREWED AS PER (L REBAR HORIZONTALLY INFORMATION) 1/8' THICK, 3 GOAT PORTLAND FASTENER SCHEDULE NOTE: SHEATHING MUST CEMENT PLASTER OVER C PRECAST LINTEL N07 BREAK I'-4' MIN. PRE-ENG FLOOR TRUSS EXPANDEDMETAL ON FORT FIBERJUMBOTEX :r w FROM 2ND FLR LINE (INSTALL PER MFG. SPECS.) GRADE 'D° PAPER OVER TYVEK (L RRR U WINDOW ATTACHMENT AS PER MANUFACTUREST. 2x4 CONT. isTOP AND B I' GYPSUM BOARD OR BUILDING WRAP (REFER TO w L) V SPECIFICATIONS OF FLR TRUSS (TOP 2x4 HIGH STRENGTH CLG. STUCCO SPECS FOR COMPLETE SUPPORTS BT PLATE OF BOARD INFORMATION) PRE-ENG FLOOR TRUSS w � 2ND FLR, 2x4 IS FOR CON(. FILLED LINTEL BLK W/ NOTE: SHEATHING MUST NOT (INSTALL PER MFG. SPECS.) a 2 "5 REBAR m I&' PRECAST SILL ATHI WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON (l) S REBAR CONTINUOUS BREAK 1'-4' MIN. FROM 2ND FLR LINE GYPSUM BOARD OR �° �° t-w O.G. MAX, IN Z � W/ (5) 12d NAILS m EACH TRUSS. $TM. RI$$ON TO BE SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 2x4 CONT. m TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS HIGH STRENGTH CLG. BOARD w CONCRETE POURED CELL, PER Ix2 P.T. FURRING STRIPS P.T. PRECAST LINTEL VERIFY m 16' O.G. $T PLATE OF 2ND FLR, BTM. 2x4 CONIC. FILLED LINTEL BLK W/ u- PLAN. WEEP SCREED WINDOW ATTACHMENT AS IS FOR WALL SHEATHING (1)"5 REAR CONTINUOUS C, 0 8' CMU (SEE DETAIL 2/D3) PER MANUFACTURES NAILER) FASTEN EACH 2X4 SEE ENERGY I/2' GYP. WL. $D. EMBED. STRAP VERIFY j SPECIFICATIONS RIBBON W/ (5) 12d NAILS m EACH TRUSS. BTM. RIBBON TO PRECAST LINTEL U CODE FORMS (ll "4 CONTINUOUS REBAR W/ TRUSS PLAN PRECAST SILL BE P.T. WINDOW ATTACHMENT AS -j w FOR - WOOD BASE 5/e' THICK, 3 COAT (1) +5 REBAR VERTICALLY WEEP SCREED PER MANUFACTURER SPECIFICATIONS Q > INSULATION B R-vALUES "4 REBAR 48' LONG PORTLAND CEMENT W/ CONIC. POURED CELL (SEE DETAIL 2/03) PRECAST SILL z w -4t> Q W/6' HOOK m 24' D.G., PLASTER APPLIED Ix2 P.T. FURRING STRIPS EMBED. STRAP VERIFY . QI Z Q MIN. 24' IN SLAB DIRECTLY TO MASONRY m 16' O.C. W/ TRUSS PLAN (1) 05 REBAR VERTICALLY n J 2(MIN. 2—STORY 8' CMU W/ GONG. POURED CELL FIRST FLOOR GYP. WL. BD. s/a' THICK, 3 COAT Ix2 P.T. FURRING STRIPS O N SLAB) ]I/2' WOOD BASE PORTLAND CEMENT 0 I6' O.G, BLOCK SECOND PLASTER APPLIED I 7-j e, DIRECTLY TO MASONRY 8' CMU e I FLOOR FRAME vz' GYP. wL. $D. WALL 4' CONc., REINF. W/ 6'x6' 1 SCALE: 3/4'=1'-O' 9 ° 2—STORY GABLE WOOD BASE SECTION — L� W1.4XW1.40 WWM ON 6-MIL POLY , FIRST FLOOR •' a • ° WOOD X ETHYLENE VAPOR RETARDER ON a, WELL -COMPACTED CLEAN FILL ° BLOCK SECOND a 9 FRAME TO �` ID TERMITE TREATMENT SHALL BE 1 A FLOOR FRAME L� `° 6" 1 B LOCK WALL ° 2, O„ BORA-CARE (3) "5 REBAR ON CHAIRS SCALE: 3/4'zV-0' a 2x STUDS m 16' O.C. MAX W/ O.S.B. SHEATHING OR }' CDX 2x STUDS m 16' O.C. MAX W/ NOTE: INSUL., SEE ENERGY CODE PLYWOOD. ATTACHED PER INSUL., SEE ENERGY CODE PER FBCR 9052.1 -FOR ROOF SLOPES 2:12 70 FORMS FOR INSULATION FASTENER SCHEDULE ON SHEET D5 FORMS FOR INSULATION LESS THAN 4:12, A (2) LATER UNDERLAYMENT R-VALUES 1/8' THICK, 3 COAT PORTLAND R-VALUES SYSTEM IS REQUIRED. FOR ROOF SLOPES OF EXTERIOR WALL SIMS (WALL SHEATHNG NOT PLACE STRAPS SPACED AND FASTENED AS ' T 4 G SUBFLOOR GLUED CEMENT PLASTER OVER J' T 4 G SUBFLOOR GLUED 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS SHOWN FOR CLARITY) SHOW WITH CNE AND SCREWED AS PER EXPANDED GALV'D METAL LATH AND SCREWED AS PER PERMITTED BUT MUST BE PER ASTM D226 TYPE FASTEN STUDS To BLOCK WALL ADDITIONAL STRAP At EACH WINDOW KING STUD FASTENER SCHEDULE ON FORTIF15ER JUMBOTEX FASTENER SCHEDULE II, ASTM D 4869 TYPE Iv, OR ASTM D 6151 WITH USP MSTA48 STRAP WITH FASTENERS AS SHOW+. INSTALL GRADE 'D' PAPER OVER TY VEK BUILDING WRAP (REFER TO STRAP END FOLLOWS, SPACE STRAPS ' FOLLOWS. -I10 MPH 'C': 92' O.G MN (Io) 0d COMMON NAILS INTO STUD (0.I48 CIA X 1 12' 3/4' T 4 G SUBFLOOR GLUED STUCCO SPECS FOR COMPLETE AND SCREWED AS PER -S®MPH'c:37'o- LOW.? INFORMATION) FASTENER SCHEDULE ON -140 MPH 'C' s488' Or- 2x4 CONT. m TOP AND BT. OF SHEET D2 TOP OF STUD WALL FLR TRUSS (TOP 2x4 SUPPORTS SOLE SATE 8T PLATE OF 2ND FLR, BTM. 2x4 FILL ALL REMAINING STRAP HOLES W/ Wd NAILS INTO PRE-ENG FLOOR TRUSS IS FOR WALL SHEATHING NAILER) PRE-ENG FLOOR TRUSS FASTEN EACH 2X4 RIBBON W/ di WaoDeACKING FASTEN EACH 2X4 RIBBON W/ (5) (5) 12d NAILS m EACH TRUSS. mj Do NOT PLACE SCREW IN SIMPSON NE7A-I6 EMBED. 12d NAILS m EACH TRUSS. $TM. i#' GYPSUM BOARD OR %' BTM. RIBBON TO BE P.T. roQ a: THOLE NEAREST TO TOP OP STRAP m 32' O.G. MAX VERIFY RIBBON TO BE P.T. HIGH STRENGTH C _ crw of BLocK WALLLG. W/ TRUSS PLAN WEEP SCREED BOARD PRE-ENG FLOOR TRUSS a CaagCT BOTTOM of (SEE DETAIL 2/D3) l INSTALL PER MFG. SPECS.) J4=1 _ STRAP TO CMU BLOCK WALL II WLu� ' GYPSUM BOARD OR EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK W/ r'APCON MASONRY HIGH STRENGTH CLG. BOARD W/ TRUSS PLAN (1) •5 REBAR CONTINUOUS CONIC. FILLED LINTEL BLK W/ CMU BLOCK WALL SCREWS THICK, 3 GOAT PORTLAND (1) 05 REBAR CONTINUOUS CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RIBBON EXTERIOR STUD WALL CONNECTION FLOOR CONNECTION AT PARALLEL/ FASTENING DETAIL TO FIRST FLOOR MASONRY WALL 2 PERPENDICULAR PRE—ENG FLOOR TRUSS 2� SCALE: 3/4'- 1'-0' SCALE: 3/4' =1'-O' A R C R I T E C T 8 6 Design Grou .n�. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 w y 2 0 z 0 ti 0 0 0 e s77 0IV. as LOT: SILVERADO LOT #19 BLK #6 PROJECT# 04128.000-01961 MoDmu 4EGB "GALEN" GARAGE sMWO: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS & NJB 150 MPH EXP. r 11/8/17 : 1/4"=1'-O" T D 4 PRECAST HEADER(MIW 2 X 4 (MN 2 X 3) 1-3/I6 TAPCON OR DRIVE PM (MIN SHANK SIZE.145 MINHEAD SIZE 300 MIN EMBEDMENT 1 I/41) B' FROM EACH END AND B' O.C. MAX MIN 1-I/4' EMBEDMENT?_ 2 X 6 MN 2 X 3) 2-VI6 TAPCCN �? OR DRIVE PIN (MIN SHANK SIZE.I65 w� MIN HEAD SIZE 300, MIN EMBEDMENT I V4') 8' FROM EACH END AND IS' O.C. MAX MIN 1-V4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-aft TAPCON CR DRIVE PIN (MN SHANK SIZE.145 MIN HEAD SIZE 300 2X4 SOLID DLOCIKMG MIN EMBEDMEN7 1 1/4') SECURE TO SHEATHING W/ V1/16' S.PROM EACH END AND 18' MIN 2-12d PER ELK EA END OZ. MAX. MIN 1-114' EMBEDMENT OBE SHEATHING CMU WALL ARCHWAY DETAIL r_l116" AND UNDER 1 SCALE, I/1'•I'-0' DBL. TOP PLATE 2X4 *'O.C. MAN SECURE 2X4 W/ 2-V.' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .W5 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4' UVIN 8' EA. END NOT TO EXCEED B' OL. MAX 2X4 BOLR DLOCKING SECUIRi TO SHEATHING UM MIN. 2-12d PER ELK EA. END EXTERIOR ARCHWAY PRECAST HEADEWMN) 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 DBL. TOP PLATE MN EMBEDMENT I V4') 2X4 16' OC. MAX. 8' FROM EACH END AND W SECURE 2X4 TO WOOD WQ-12d . 6'-8' O.C. MAX. MN 1.1/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON O.C. STAGGERED OR DRIVE PM (MIN SHANK SIZE.HS MIN HEAD SIZE "I MI MAND SECURE 2X4 W/ 2.%' 8' FROM EACH END 18' TAPCCNB OR DRI VE D.C. MAX MIN 1-164' EMBEDMENT PN (MIN. SHANK SIZE 2 X e (MIN 2 X 3) 2.3/W 7APCCN .149 MIN. HEAD SIZE 300 MIN OR DRIVE PM (MIN SHANK SIZE.F4B EMBEDMENT IN i t0 V40J _ OC. FEND ARCHUJAY' MIN EMBEDMENT I 2X4 16 MAAX� EXCEED IB'MO� e' FROM EACH END MID 15' (WEN OVER IS, IN NE Kd4TJ DT. PLATE _MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING — 2X4 SOLID SECURE t0 SHEATHING W/ BLOCKING SECURE TO SHEATHING WITH W, PLl'WGOD OR 1/I6' OS.B. MIN. 2-12d PER OLK EA END MIN 2-12d PER BLK. EA. END �-1EXTERIOR ARCHWAY 0 1,W OSa. OR 1(Z' PLYWOOD SHEATHING C2� 90 BLDG FELT ® 24. WIDE 26 GA. GALVANIZED METAL FLASHING MUST ADD DI510, 36' WIDE AND AND MST BE A MN 24'WIDE METAL. O5 FIBERGLASS SHINGLES 1 ARCHWAY DETAIL AND UP U SCALE: I/2'.I'_®• /-=1CLOSED VALLEY FLASHING DETAIL 77 7TRUE N 91MP6OJ N V2' CLG. BOARD 4 TEXT. SP4 • 32, SIMMCIN SP4 2X4 DEL. TOP PLATE O.C. • 32' O.C. 1/2- DRYWALL 2X4 WOOD STUDS -16' O.C., UA0 ON TRUSS PLAN 2X4 CONT. STRESS BLOCKING MID -WALL 2X4 PT. PLATE 9R-IMOJ SP4 32' O.G. MAX 1/2"' A9. 32, O.G. 1- EMBEDMENt CONC. BLAB 2 w. CONT. 1-STORY .7 INT. BEARING WALL SCALE, IQ'•I'-0' NOTE, FOR WILLS WINO UF'L III OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. • I6. O.G. MAX, 9' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 • 32' O.C. MAX PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE 2.4 CONTINOUS STRESS BLOCKING MID WALL 2.4 STUDS • IS, 0a MAX, U.ON. 1/2, GYP. WL. SD. SECURE ST. PLATE TO SLA! W/ }'xe' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. HIN. SIMMCN SPA • 32' CC, MA; id1 JNT. 2-STORY LB.W. SCALE, 1/2'•i'-0' PRE-ENG TRUSSES OR CONY. FRAMED RAFTERS a' OSa, SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE 2.4 BLOCKING UNDER WALL STUDS 801RE BETWEEN TRUSS BAYS W/ (3) 12d'. EACH END 2x DOUBLE TOP PLATE STUDS s I6' O.C. MTS-12 • EVER STUD 2X4 BY. PLATE DORMER 9 ATTACHMENT SCALE, DBL. TOP PLATE SECURE 2 X RIP TO FIT W/2.12dS 6'-8' OF. MAX. 1/8' TEXTURED FINISH V16' OSS SHEATHING 2 X 4 IS' CO. MAX (WEN OVER 16' M HEEGHT.) 2 X 4 (W4EN OVER IS' IN HIEGHTJ 1/4' TEMMMRED MA80WTE GLUE A NAIL W/8d'8 8'-12, O.C. IF NEEDED. 2 X SOLID DLK'G • ARCH SECURE W/2-12d EACH END \—MIANIFAGTURER'8 SPECS, MTL U.OIU FRAME MOTE NO GAP • WDW FRAME TO EXCEED 1/4' ARCHWAY DETAIL 2 X 4 (MIN 2 X 3) 1-3/16 TAP'CON OR DRIVE PIN (MIN SWAN, SIZE.145 MIN HEAD SIZE 3" MIN EMBEDMENT I V4') 8' FROM EACH END AND 18' EXISTING BLK ASV. O.C. MAX MIN I-V4' EMBEDMENT V4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/8' TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.I45 MIN HEAD SIZE 300 1/16, 068 SHEATHING MIN EMNSEDMEM 1 1/4') 8' PROM EACH END AND B' 2 X 4 IS' O.C. MAX. OVER16' IN HEIGHT.) D.C. MAX. MINI-I/4' EMBEDMENT(WHEN 2 X 4 (WHEN OVER IS' 2 X 8 (MIN 2 X 3) 2-3/16 TAF CON 16' M HEIGHT.) OR DRIVE PM (MIN SHANK SIZE.149 MIN HEAD SIZE 00 3 MIN EMBEDMENT 1 1/49 2 X SOLID BLK'G • ARCH SECURE W/)-12d EACH END S' FROM EACH END AND B' ATTACHMENT PER O.C. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURERS SPEC'S. MTL UDW FRAME 1/4' TEMPERED MASONITE '+TOTE: No GAP • WDW FRAME: GLUE 4 NAIL W/Od'e 6'-12' 00. TO EXCEED I/4' F NEEDED. ARCHWAY DETAIL CUTAWAY SCALE I/2'.1'-0' ROOF TRUSS UPLIFT CONNECTOR NOT SHOW) FOR CLARITY (SEE SHOP Duns.) EXTERIOR WALL SHEATHING (SEE NOTES) FASTEN EACH STUD TO DBL. TOP PLATE W/ USP 5PT24 NAIL PER MANUR SPECS. SECTION AT TOP OF EXTERIOR WALL 6 SCALE: NTS ASPHALT SHINGLES OVER -WFELT ON VI6' O.Sa. PRE-ENG GAME TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE A CONNECTION) 2.4 SPF BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING 18 PRESENT COW. 2.4 8PF RAT RUN SECURED W/ (2) Rd'. EACH TRUSS (2) 2.4 7 S.YP. DIAGONAL BRACE W/ (3) 12d'. • EACH TRUSS L O (DLNAL X-BRACING TO COVER 5-TRUSSES I' GYPSUM BOARD OR }' HIGH' SiRENGTW 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'-I' TO 60'-0' (3) X-BRACE (U X-BRACE • CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END �n� GABLE X-BRACING 1 v SCALE: V2'.I'-O' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) Rd NAIL MIN. OR MIN. (4) 10d G@d NAILS Ixb COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3)12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1xS NAILER SECURE TO TRUSSES BELOW W/ (2)12d NAILS OR (3) 10d GUN NAILS • EA TRUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE-ENG TRJSSES- PRE-ENG TRUSS. al TEFLHnTE rra_n_�G71ti! MIBTA-24 RAFTER TO ISLKY BETWEEN TRUSSES' FIBERGLASS SHINGLES OVER '-40 PELT ON 1/I6' OSa. 10 CONV. FRAMED ROOF SCALE: V2'.I'-C' 0'-0' TO 30'-C' (1) 'X' BRACE 30'-1' TO 60'-O' (3) W BRACE (1 W BRACE • CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) (2) 2X4 -2 SYP DIAGONAIL BRACE W/ 3-12d r EA TRUSS l DIAGCNAIL BRACE TO COVER 5-TRU86ES ZX4 BLOCKING (WERE 'X' BRACING IS PRESENT (2) Wd NAILS EA END TO TRUSS SPF STFFBACK (SEE SEALD ENO. PACK FOR SIZE 4 CONNECTION) 1/16' OSB SHEATHING — USE Sd NAILS AT 4' oc. EDGE A 6' — FIELD 81MP80Nx'19tA-Z4 SHEATHING NAILING TO BE W O.G. IN FIELD 4' OL.OALL EDGES W/8d NAILS TRUSS 24' o.e. 1/2' CLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) 12d • EA. TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD IS' O.C. MAX. n2-STORY GABLE END CROSS BRACING 8CALE, IR'•I'-0' • 1115 UPLIFT 81MPSOM HTSM20 Wn0 Wd TO TRUSS AND (4) 114- x 2 1/4. TAPCCNS TO CONT POURED LINTEL • 2350 UPLIFT (2) SIM1PSOPM 14TOM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4. TAPCONS TO CONT 9TR SS ANCHOR RETROFIT N TS. 12' Z FINISH lo LANDING 3/4' PLYWOOD F.F. = I j �I CL DBL 2X6 - 36" MIN. FINIS+- I 3/4' PLYWOOD WITH �� LANDING DETAIL 4 12-D COMMONS WINDER DETAIL NAILED TPRU 3/4' FINIIN1 SH ®LANDING PLYWOOD INTO PLYWOOD FF. EACR H STRINGER LESS THAN 4' TYP. 3-2x12 SYP STRINGER 1 DBL 2XI2 2XI2 TRF�AD ETWEEN SPINDLES REINFORCED W/2X4 SPFOR CUT TO IT W/CONT. BEAD OF FLOOR JOIST IXS RISER SUB -FLOOR ADHESIVE NAND OR SIMILAR 9 RAIL z �/ EAFIL-400POR EA HORIZONTAL RUN � \w SECURE TREADS TO STRINGER u II W/(3)'S 3' SCREWS A EA 1� m STRINGER, UNTHREADED SHANK 1/2' DRYWALL TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING IXIO TRIM NOTE: 1' NOSING TYP. STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) (3) 10d GUT NAILS MIN. TREAD 10', MAX. RISER 1-3/4' 3/I6' MAX. VARIATION IN RISERS/TREADS SLEEPER INTO mQ ADJACENT TO EACH OTHER SLAB 3/8' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA, 70 8E i 3/4' +-I/4' OR PROVIDE EQUIVALENT GRASPABILITY __�3STAIR SECTION DETAILS WINDERS- MIN. IS' WIDE 0 NARROW END MIN. ll' WIDTH o 12' FROM NARROW END 34' MIN. HANDRAIL HGT. A R C N I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 w y W Chi O uy. U W 0 F CF Z RiVHDIV de LOT: SILVERADO LOT #19 BLK #6 PROJffiC 04128.00 —01961 MODZX,c 4EGB "GALEN" GARAGIC 8117NO: LEFT PAGR: MISC. DETAILS 150 MPH EXP. B ARCHITECT.'. , STATE.OKFL �1 ROLAtAD NO 93723 CRA DpawT 11/8/17 OCALM 1/4"=l'-0" EIliza'P D 5 Of PRODUCT APPROVAL LISTING -SHINGLES -STANDARD 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 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244-Rl 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-R2 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 7473-116 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR 12/31/2018 FL 12019-RS 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 14634-112 PLYGEM SLIDING GLASS DOOR 2014 FBCR 7/31/2019 FL 1S264 PLYGEM WINDOWS MULLIONS 2014 FBCR 7/31/2019 FL 14253-113 PLYGEM FIXED GLASS 2014 FBCR 7/31/2019 FL 15217-R4 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-R3 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 15279-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5891-RS 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 10477-113 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 13223-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13265-112 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 4103-118 TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR 12/31/2018 FL 7006-119 IKO SHINGLES 30 YEAR 2014 FBCR 9/6/2021 FL 158-R8 CASTCRETE STRUCTURAL LINTELS 2014 FBCR 9/11/2018 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 (Sth EDITION) BUILDING CODE INFORMATION SYSTEM @ WW W.FLORIDABUILDING.ORG CONTROL DATE: 09/26/201 A It C R I T 6 C T S 6 Design Grou :�.. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003311 E y 0 a d sysDiv ae Loz: SILVERADO LOT #19 BLKa�,� #6 0 128.0100-01961 ][ODZMc 4EGB "GALEN" GARAam BMWO: LEFT PAOm: PRODUCT APPROVAL LISTING 50.MPH EXP. A 1� 11/8/17 aCALID: 1/4"=l'-0" sHmmT D 6 PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH a S' O.C. MAX (VIERTI. NOTE, DO Nat FASTEN CONTROL JOINT TO WAIL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %' LEG MAY BE USED TO TEMP. SECURE CCNTROL JOINT DURING INSTALLATION —� FASTENERS TO BE SPACED ♦ 1' O.G. MAX VERTICALLY j' THICK, 3 COAT CEMENT PLASTER U1RS LAYER -2. FORTIPISER BUILDING PAPER APPROVED METAL LATN FASTENED 01' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER'(, STUCCO WRAP WOOD SHEATHING !' TO }•\ TN BNALL NOTMX SAP nx 11�\ CONTINUOUS a• TO B' a nµa NRCUGN CONTROL 01116BUT SHALL STOPPED AND ' IED AT EACH SIDE. PROVIDE 2X4 BLOCKING R ASTM CI063 PLACED FLAT MAX. 6' TO 8' IA \ FROM CONTROL JOINT WHEN FASTENERS FOR LATH TO BE NAILS OR CONTROL JOINT FALLS ON _ / STRUCTURAL STUD TAPLE9 M COMPLIANCE W/ ASTM C7063 . WIRE TIES TO BE lNO. 18) 004T8- WIRE / . BLOCKING BNOLLN MAY BE IN ADDIT17 \ ill rilf;� Cl�IfMP d D WALL STUDS REOUIRED PER PLANVN ' \ / "M" TYPE CONTROL JOINT Yl FOLD WYIrID . PR. 4 ®rGLD I Yt FOLD aawRD a FT. A .. cRe48e a PT. e a. CREASE . R. C DRw EDBEi OrERL4P ej_ ExrEHID l,?' teELdU 8AS4TNaYa, FlCHANIGALLT FASTEN A' OL FOLD NWAAIm a R. 4 2 GREASE . R. D FOLD O1—. Mt1.A.D a PT. A ]. GREASE . R. D !. GREASE a P•T. C A FOLD P'r. C OVER tR. e TWL Ri. G TCUC/!8 BOITOM FL�YlbE I r° r BOTTOM PLANOE WATER TIOHT BELL. FOLD, p2 Na CVT. ;• THICK, 3 COAT CEMENT PLASTER IP 1.. N' 2 COAT Ca,CFEASTER (cm, UPS LAYER -2, FORTIFISER BUILDING PAPER ~R! p Y, WRB LAYER -1, STUCCO WRAP~g par) PASCIA ~ NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' VERTICAL LAPS (ROLL EX 1 6- a HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / n!L LAP a —AL LATH \ LATH VERTICAL LAP TO BE I' METAL LATH WR6 LAYER -1, STUCCO WRAP a' nth PAPER LAP WRB LAYER -2, FORTIFIBER BUILDING PAPER ; PA AP SCALE: I IR'� 1'-0' ® KICKOUT DETAIL AWdt STCP AmD paY/ a.h EORG M RIOR WALL PLADNNS (-BUT PLAIWIM AIL) WATER To,,T SEAL (BEND OR BOLDER W NOT Qn fit NBT4LL KIL1rOUT RAC11aCa AT BOTTOM CP ROCP 1 WALL INTERBEGTlp VERTICAL LATH & PAPER DETAIL NOTE, SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0418-IN. (11I-MM) WIRE AT INTERVALS NOT MORE THAN 9' (228-MM7. AS PER ASTM C1063 1.01. FOR REPAIR OF TEARS IN WRe LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MAN-F. SPEC. OR PEEL 1 STICK ROOF ,' THICK, 3 COAT CEMENT PLASTER METAL LATH W48 LAYER 4, FORTIMBER BUILDING PAPER WIRB LAYER 'I, 87UCC0 WRAP WOOD SHEATHING WOOD STUC SHEATHING STUCCO LAP • LATH AP . PAPER HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU WR5 LAYER al, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP! ! TAPE OVER ROOF/WALL SCREED 5'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 "L" FLASHING 4'x4' SELF -ADHERING MEMBRANE FLASHING lCOhiPAT113LE W/ HOUSE WRAP MATERIAL) OVER 4' APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE / I' OR LESS PIPE CUT AND OVERLAP ONE SIDE OF -/ SELF -ADHERING MEMBRANE -- FLASHING 6TEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIREDTO SECURE PIPE/ WIRE TO FRAMING 6'x6'SELP-ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLABHEJG TO EXTEND ONTO PIPE `— CUT AND OVERLAP ONE SIDE OF STEP 02 SELF -ADHERING MEMBRANE YJrJ� FLASHING WRB LAYER'(. STUCCO WRAP ___-- WRB LAYER 4, FORTIP19WR BUILDING PAPER METAL LATH 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'a4- SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CONT, BEAD OF SEALANT AIR SHEATHING AEr —TION PER FBC R7098.7 Exterlor I.Mina and Plasbfrw E,hft, asa of PoV" —I plaster shall comply with the app(Katlon equirenrents of ASTM C M-12A. lmtal onofwtsdorleWrgandframirg .hell comply with ASTM C 1063.12A. PIPE PENETRATION DETAIL (FRAI"f 3A N.T,S. DRAINAGE FLANE (WR15 LAYER #l, STUCCO WR,4P) WRB LAYER #2 (FORTIFIBER — — — —'— — BUILDING PAPER) METAL LATH x—x—x—x STUCCO �' T WOOD SHE,4THING EYz7-z - ,/= SELF-ADHESIVE FL,45HING — — — — — NOTE - METAL LATH: LATH TO BE PER FBC R103.6.1 / ASTM C-S4-1-0S, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C B I T E C T —31 Design Grou l�D. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.ab(Jesi8n8roup.com AA #: 0003325 F Lei W 0 y O F C BVHDIV. AT LOT SILVERADO LOT #19 BLK #6 PROART 04128.000-01961 U0aaX,c 4EGB "GALEN" GARAGE B'WMC;. LEFT PAGE: WALL ASSEMBLY DETAILS 11111,. 150 MPH EXP. B ARCHITECT. A F FLORI' A r yak ; R0U D A ABOUCHAc ► AR NO 93723 u/a/i7 SCALE¢ 1/4"=1'-0" B AI INSTALL a' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, 1. BOTTOM, 2. SIDES, 3. TOP X; VENT CAP 1$ TO BE SET IN BED _.�. OF SEALANT AT TOP AND ,:'.... SIDES ONLY, SEALANT 1$ TO BE II, TOOLED SO AS TO DEFLECT u...._:: WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL 1 X JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ALL SIDJDES, YW CAULKING o JOINT ON PER FBC R703.6.1 --� Exterior lathing and plastering I BACKER ROD Exterior use of portland cement plaster — - shall comply with the application X requirements of ASTM C 926.12A. X' Installation of exterior lathing and framing .x shall comply with ASTM, C 1063- I2A. L—— __ WIRE, LAYER w, STUCCO WRAP HOODED VENT x X; a' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER •2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD $HEATHING WRB LAYER N, STUCCO WRAP 'WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD — CONSTUCTION METAL LATH s- 8' CMU ' VINYL CASING BEAD b' RAISED BAND _ V TO h' MID -WALL WEEP SCREED W 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 (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD 5HEATHINGl/T/7lT/T� SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER FBC R-103.ro.1 / ASTM C-&4i-sag, MIN, 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT w TOP a SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' ELEC. METE? VERIFY LO PIPE THROUGH / WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' ROOD CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT Ya' TO Ye' M�-WALL WEEP SCREED —ro' SELF-ADHESIVE FLASHING WOOD FRAMED r — — — WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) EVENT PENETRATION SCALE: N.T.S. f+l�cf+ Iv I�cL..clvc STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION — 1 APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC 15OCYANOTE-POLY5LEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT IT T7 THAT ELEC. WIRE PENETRATES PROVIDE STUCCO 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 WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAf EDGE APPLY E-Z OVER 9,0 MI GRADE 'D, FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD $NEATHIING WRB LATER -1, STUCCO WRAP WIRE, LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • T' O.C. MAX V TO h' MID -WALL WEEP SCREED W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER P STEP #1 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 8" ' X STEF #2 WRB LAYER "I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 42, FORTIFIBER BUILDING PAPER STEW #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STET= #S STEF #(o (:�) ELECTRICAL RECEPTACLE A R C H I T E C T S 6 Design Grou ln�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA R: 0003325 n rn m a w 0 a 0 F evsa:v. a L07 SILVERADO LOT #19 BLK #6 0412 00O-01961 3wDz4EGB "GALEN" GARAGM 9�IIIJG: LEFT PAGIM WALL ASSEMBLY DETAILS 150 MPH EXP. B bwa� 11/e/17 SCALD 1/4"=1'-0" WOOD SHEATHING WRB LAYER M, STUCCO WRAP WOOD WRB LAYER -2, FORTIFIB£R CONSTRUCTION BUILDING PAPER % HAT CHANNEL i' THICK, 3 COAT CEMENT W/%®' TYPE 'x, DRYWALL PLASTER 6' SAP. • TOP OF WEEP SCREED �- TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN WOOD SHEATHING WEEP MCCFID WRB LAYER •I, STUCCO WRAP / - �' THICK, 3 COAT CEMENT PLASTER _ 1 W SELF-ADHEREING - -1 t i -:r- FLASHING WRAPPED i . i • TOP OF WEEP SCREED TO SHEATHING BELOW i WRB LAYER -1, STUCCO WRAP A,4`yy.w 1 i � WRB LAYER -1, FOR7IFIB m { BUILDING PAPER ---' 6' SELF-ADHEREING _ WRB LAYER -1, �_ FLASHING WRAPPED STUCCO WRAP �v • CORNER OF CANTILEVER AMICO AM66-WRWC-180 4' POSITIVE DRAIN I DEEP SCREED CUSTOM CASING BEAD _ , NO GAP IN FIELD — (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL. ® CANT. SCALE: 1 1/2' • I'-0' NOTE: METAL LATH: LATH TO BE PER FBC R—I03.0.1 / ASTM C-84l-09, MIN. 2.5 LBS. PER SC. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION I WEATHER RESISTIVE BARRIER "1 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER •2 VINYL CASING BEAD `\\ VU `>}' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED I WOOD 54-EATHING FINISH J' THICK, 3 COAT CEMENT �< I (2) 2x12 HEADER PLASTER r 4' POSITIVE DRAIN VINYL CORNER BEAD aEP SCREED VINYL CASING BEAD ND GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CON5TRUCITON RESISTIVE '1 RESISTIVE e2 i' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALLMETAL LATHW/TEXTURED 4 PAINTEDFINISH WOOD SHEATHINGTHICK 3 COAT CEMENTHEADER/BEAM INO PLASTER VINYL CORNER BEADVINYL CORP. 4' POSITIVE DRAIN SCREED WEEP VINYL CASING BEAD IN FIELD - (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE BARRIER 'I (LEATHER RESISTIVE BARRIER -2 J' THICK 3 GOAT CEMENT PLASTER METAL LATH WOOD SHEATHING SiSI EXTERIOR GRADE DRY WALL J' THICK, 3 COAT CEME PLASTER VINYL CORNER BEAD LL NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @,�ANTILEVER DRIP EDGE DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER *2 (FORTIFI5ER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO -- SELF-ADHESIVE FLASHING — — FINISH LAYER (2 LAYER LAYER 3' X 3' 26 GA. GALV. METAL DRIP EDGE PEEL SET IN FULL BED OF 6' PEEL 4 SEALANT, X)' MIN. STICK • DRIP \- SPACE FROM DRIP ` EDGE TO i FACE TO TREX DECK - i Y4' GAP FOR BACKER ROD 4 SEALANT I J4'XI %4' P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING let I WEATHER RE515TIVE LAYER (2 LAYER PEEL BARRIER N STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER e2 CANTILEVER 6' PEEL 4 STICK s DECK MEMBRANE, DRIP EDGE TO DECK t EXTEND OVER DRIP 9U6 FLOOR EDGE ®® 3' X 3' 26 GA. GALV. METAL DRIP EDGE POET IN FULL BED OF I Y2'Xl %4 P.T. OR SIMULATE SEALANT, h' MIN. WOOD (TREX) FILLER, )SPACE FROM DRIP CONTINUOUS ,/ FACE TO TREX Ya GAP FOR BACKE VINYL CASING BEAD ROD 4 SEALANT I WATER PROOFING Ist FIN15H LAYER (2 LAYER I LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL I CANTILEVER VINYL CASING BEAD �' THICK 3 COAT CEMENT PLASTER METAL LATH 5/8TYPE 'X' DRYWALL �. WOOD SHEATHING W/TEXTURED 4 PAINTED i WEATHER RESISTIVE FINISH BARRIER "1 WEATHER RESISTIVE 9' THICK, 3 COAT CEMENT BARRIER -2 PLASTER 4' POSITIVE DRAIN VINYL CORNER BEAD WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING S -I" O.C. MAX. WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER "2, FORTIFIBER BUILDING PAPER (14 A CORNER BEAD C FRAME 2 1/2 — CORNER BEAD (FASTENER 4 SPACING ID l' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C> BLOCK I Y4' GAP FOR BACKER ROD 4 SEALANT r' VINYL CASING BEAD . Xc WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) \PEEL 4 WOOD SHEATHING N-UMN SHEATHING FATHER RESISTIVE 4RRIER '1 ATHER RESISTIVE ARRIER -2 SAP. \\ -EEL 4 STICK I N2'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I )J' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Yt' MIN, SPACE FROM DRIP FACE TO WEATHER RESISTIVE BARRIER'MWEATHER RESISTIVE YEXTERIOR BARRIER -2 COLUMN COLUMN SHEATHING I yl'XI ,f' P.T. OR 5IMUL4 WOOD (TREX) FILLER, CONTINUOUS V GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED SO 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PAINTED FINISH d' THICK, 3 COAT CEMENT PLASTER • 6' SAP, I Vx3' 'L' FLASHING y: FULLY EMBEDDED IN i ROOF CEMENT �• I Y�' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y�' MIN. SPACE FROM DRIP FACE TO TREX ' VINYL CASING BEAD WATER PROOFING Ist LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 'THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN WEEP SCREED VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"'T7 PT_4QT-TTT�TC_1 WRB LAYER el, J; STUCCO WRAP y > <f WOOD SHEATHING WRB LAYER 12, FORTIFIBER BUILDING PAPER icy I WRB LAYER "I, METAL LATH � j STUCCO WRAP THICK, 3 COAT CEMENT 'a.� _ i WRB LAYER "2, FORTIF15ER PLASTER a BUILDING PAPER & "SELF -ADHERING I I I ( METAL LATH I FLASHING ? �I `•I_ll _ _) �" THICK, 3 COAT CEMENT I , (EXPLODED "VIEW FOR PLASTER CLARITY) DRIP CAP WINDOW FLANGE WRB LAYER e2, FORT BUILDING PAPER — METAL LATH \ I THICK, 3 COAT CEt PLASTER &'SELF -ADHERING FLASHING DRIP GAP WINDOW FLANGE — 1`JB CASING BEAD CC WINDOW ( FRAME, NO BAND) AItCNITECT! Des, Gr u Ino. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA B: 0003328 ti 0 4 C F a BunDIV. at LOT: SILVERADO LOT #19 BLK #6 PROJZCT/1 04128.000-01961 MODRIt 4EGB "GALEN" GARAGR awIIdG: LEFT PAGE WALL ASSEMBLY DETAILS 156 MPH EXP. ` B op ARCHITECT D. m' 11/8/17 MICAM 1/4"=1'—O" 9*9z T WA3 WOOD SHEATHING —� WRB LAYER •I, STUCCO WRAP WRB LAYER 12, FORTIFIBER BUILDING PAPER — METAL LATH J' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING VINYL ANGLED / CASING BEAD DRIP CAP — WINDOW FLANGE WRB LA' STUCCO VINYL WRB LA' BUILDINI METAL L J' THICK PLASTEI 6'SELF FL ASH II DRIP f WINDOL . CASING BEAD C� WINDOW 15 C C FRAME, W/BAND) WOOD SHEATHINGS kl WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED J" THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WOOD SHEATHINGS --------------- R' IsAP TYP -- THICK 3 COAT CEMENT CASING BEAD PLASTER IX TRIM MEMBER TO TRIM —METAL LATH SEALANT o STUCCO TO ; SIDING TRANSITION , WRB LAYER `2, FORTIFIBER I BUILDING PAPER SIDING 7 WOOD SHEATHING -WRB LAYER �-- WRB LAYE'F STUCCO WRAPP STUCCO WRAP CASING BEAD 6' SELF -ADHERE ING FLASHING OR PEEL e STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD 644EATHING WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER 9 /6' XREVEAL T Y.• LAP SIDING W G 6ELF-ADHERMSELF- s STARTER STRIP�7/ DO NOT C OR \ SEAL OPENW, GALV'D METAL Z' FLASHMG I V X S' SIMULATED \ W SEL - DHERW. WEATHER RESISTIVE BARRIER 1WEATHERBARRIER 1_py%g�ff RESISTIVE 6'SELF-ADHERINGFLA6HRJGALV'D METAL Z'FLABHMG WOOD TRIM MEMBER STUCCO CASING �� l IY' X b' SIMULATED WOOD TRIM MEMBER \ SEAL GAP W/CAULKMG / OR APPROVED SEALANT 6TUCCA CASING SIDING TO STUCCO BLOCK TO FRAME �� TRANSITION WINDOW FRAME 1 1 I I I i I I I i i I 2X FRAMING MEMBER ------------ ------------------------------------- ---------------------------------- _ THICK, 3 COAT CEMENT PLASTER METAL LATH .a ... .............. __.... ... ._.......... _...... WRB LAYER 02, FORTIFIBER BUILDING PAPER --E-Z BEAD VINYL CASING (W/Ns' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY ----------------------------------------------------------------------------------- Y4" GAP TYP THICK, 3 COAT CEMENT CASiNCs BEAD PLASTER SEALANT TO LUINDCW /- METAL LATH / --- WRB LAYER 02, FORTIFIBER WINDOW FRAME BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP (o' WIDE PEEL 4 STICK OVER FLANGE METAL LATH WINDOW FLANGE - NOTE: E-Z BEAD VINYL CASING METAL LATH: LATH TO BE PER FBC I aul%' FLEXIBLE PVC BACKER ROD) I WRB LAYER "I, Rl(D3.6.1 / ASTM C-84'I-09, MIN. 2.5 2X FRAMING LBS. I, MEMBER ' STUCCO WRAP I WOOD SHEATHINGS PER SQ. YARD (UTILITY OR NOMINAL APPLY FULL BED OF SEALANT BETWEEN LATH DOES NOT MEET SPECIFICATIONS) FLANGE a BUILDING WRAP BUILDING - WRB LAYER "2, FORTIFIBER ;,i_-�. 1 WRAP BUILDING PAPER ( r�l ' WOOD CEN6TRWUCTION ------------- A DWSELF .ADHERMWRB LIER I, FLAsuIG THICK, 3 COAT CEMENT STUCCO WRAP WEATWER818tvE PLASTER BARRIER 1 STIVE ARER-1 TO LAP • I I.i WEATHER RESISTIVE / 6' MIN. ABOVE TOP I BARRIER / / \ OF 'Z' FLASHING 1 ! j WR8 LATER *2, FORTIFIBER6ALP9IDMG a CASING BEAD _y WEATHER RESISTIVE VINYL ANGLED ; BUILDINCx PAPER F--ADHERNG z \ BARRIER( I WEATHER RESISTIVE \ / BARRIER -2 VINYL CASING BEAD I t'IETAL LATH STARTER STRIP / \\ `\ / E [ I I ZAFLASHING METAL OR (EXPLODED all THICK, 3 COAT CEMENT \ ; SEALS � OR GALVVIEW FOR PLASTER 'Z'FLA METAL WEATHER-1 TO LAP LEGEND 2' FLASHING BARRIER 1 RESISTIVE LAP 1 Y.' X 6' SIMULATED 6' MIN. ABOVE TOP CLARITY) WOOD TRM MEMBER �� OF'Z' FLASHING X E-Z BEAD VIN7L CASING .1'. (W/%,FLEXIBLE PVC \ / I 'WOO RM'MME ER DRAINAGE PLANE (WRB . BACKER ROD) \ / i 'SELF -ADHERING LAYER 01, STUCCO WRAP) SELF -ADHERING FLASHING FLASHING WRB LAYER "2 (FORTIFIBER C�".EMEM PLASTER \,� , I SEAL R LA GAP PPRRO ECD SEALAW. NT BUILDINGS PAPER) WEATHER RESISTIVE \ti1 WEATHER RESISTIVE CASING BEAD 0-3) RAISED BARRIERBARRIER( METAL LATH X-X-X—X WEATHER RESISTIVE E-Z BEAD VINTL CASItY BARRIER -2 ("'FLEXIBLE PVC BAND ( FRAME) SIDING TO STUCCO BOQKEstucco e U,EATHERRESISTIVE 1 7 1L(\�1 ® FRAME TO FRAME BARRIER 4 WOOD SHEATHINGS EYT� /i SCALE: 1 1/2'=1'-O" TRANSITION �✓�` SELF-ADHESIVE FLASHING A R C H I T E C T 6 Design GrM .2. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 w x y 8 w 0 a w 0 F O [PROJMT vz3Dzv as LOT:SILVERADO LOT #19 BLK #6 04128.00-01961 MODRU "GALEN" GAPLAOM BWMG: LEFT PAGIE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT- STATE OF FLORIDOA � a Dw11/8/17 EICALM 1/4"=1'-0" sz1mw WAS A R C R I T E C T 8 CUT HOUSEWRAP AT 45' ANGLE MODIFIED 'I'CUT IN HOUSEWRAP LINE OF WINDOW - OPENING I APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 IINSTALL SELF -AC FLASHING NAILING JAMBS EXTEND I• BELOU FLEXIBLI DO NOT FIN TEMPORARILY FOLD -UP 4 SEC HOUSEWRAP (OI TUCK FLAP UND at HEAD FOLD HOUSEW IN AT JAMBS 1 SLOPE SILL R. NSTALL W SELF -ADHERING FLASHING OVER VINYL HEAD FLASHING (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP STEP 7 MIN ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TF FLASHING AT THE FOLD DOWN DIAGC ACRO WINDC APPLY V NOM,- X)NTIN000S BEAD )F SEALANT AT AMBS AND HEAD a. APPLY TO BACK OF JINDOW NAILING 'LANGE IN LINE W/ °RE -PUNCHED SOLES OR SLOTS. 11DE ADHESIVE - EXIBLE FLASHING VER DRIP CAP 'ECTO-WRAP EQUIV) WINDOW FLASHING INSTALLATION DETAILS O1 (FULL WRAP) SCALE: NTS STEP 4 STEP J INSTALL PLUMB, L AND SQL MANUFAC WRITTEN INSTRUCT APPLY MEMBRANE FLASHING -`- OVER JOINT NOTE: I. IT IS THE CONTACTORS RESPONSIBILTY TO vER" THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS A SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 12. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS (WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. 1 ('NOTE ------_-- l CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW II55 FOLLOWING COMPLETION OF iEXTERIOR RETROFIT WORK Nam_ REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THIE� WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH (SEALANT _ j Design GaS nc. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 N y 0 2 0 U h a 0 SUBDM at LOT: SILVERADO LOT #19 BLK #6 PROJOCT 04128.00-01961 MODIM& 4EGB "GALEN" GAAAGX SwMG- LEFT PADW. WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B ARCHITECT STATE OF OIIQA P CRA DAN 11/8/17 SCALS: 1/4"=1'-0•' glizaT WA5 ., R r r/ ----' - --- \ --- --- -- -- --- 2x6 SUB -BANS W/I'x4' NOTCH o / -------------------------- - END, WRAPPED IN PEEL 4 STICK I !" � DRIP EDGE I I� -1/8' �� TEXTURED I I FINISH o WOOD \� 1/2' TEXTURED FINISH m CMU / \� METAL FASCIA \\ WRAP YB' FROM \ STUCCO, I' FROM ��------- -- ---''a WOOD WALL �o \ EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X(o \ SUB BAND ONLY ®ELEVATION METAL FASCIA WRAP 2X6 SUB BAND-1 - t m ©FLAN B /-t--ROOF KICK OUT REMOVED FOR CLARITY ROOF DEC<(BEYOND) ��DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) �— 11/8' TEXTURED FINISH ID / WOOD, 1/2' TEXTURED i / FINISH m CMU ,, i 2x6 SUB -BAND W/I"x4" NOTCH g 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 m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W4/2'x4' NOTCH 9 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) T/B' TEXTURED FINISH • 11000, 1/2' TEXTURED FINISH • CMIJ METAL LATH WOOD SHEATHING OR CMU WRB LAYER -1, STUCCO WRAP(FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT SUB BAND DETAIL ® WALL x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x >\ x x x x x x x x x x x x x x SUB BAND DETAIL @� 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/tY'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT w 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/0/2"x4" NOTCH 9 END, WRAPPED# PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.a bdeslgngrouP•eom AA 8: 0003325 E s y w 0 a 0 a eTlHDiv Aa LOT. SILVERADO LOT #19 BLK #6 PA0n=T#,p 04128.000-01961 MOIDZU 4EGB "GALEN" GARAGZ OWWO: LEFT PAGI: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B ARCHITECT. 8T FLQMA DA11/8/17 $CAI 1 /4"= l'- 0" Vd A6 A� -9 0