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HomeMy WebLinkAbout6685 Wagon Trail St• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 1 PLAN REVIEW 99 2605-HAYDEN99 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: •FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) -ALL LOCAL AND STATE CODES • OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH •EXPOSURE - B •1-STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES .FT. CALC.'S SQ.FT. CALC.S IST FLR LIVING 1104 50. FT. 2ND FLR LIVING 1501 50. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 431 54.FT. PORCH 43 SQ.FT. TOTAL 3085 50. FT. PATIO 80 5Q. FT. ABBREVIATIONS ABV. ABOVE LAY. LAVATORY A/C AM CONDITIONING LUM. LUMINOUS AN. ADTUSTABIE M.C. MEDICINE CABINET ALT. ALTERNATE M. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD VID. MOUNTED CL CENTER LINE MTL METAL CAB. CABINET N.T.S. NOT TO SCALE CLG, CEILING O.C. ON CENTER CIE. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BOTTOM CPT. CARPET PH. PHONE C.T. CERAMIC TIE PIT. PLATE D. DRYER PLYWD. PLYWOOD DBL DOUBLE PR PAIR D.C. DUAL GLAZED P.T. TREATED PRESSURE TREAT DU. DIAMETER R. RISEN DIM. DDINNEON BAD, RADIUS DISP. DISPOSAL RAG. RETURN AIR GRID. DP. DEEP REF. REFRIGERATOR DR. DOOR RIL ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL DERAIL S.D. SMOKE DETECTOR D.N. DISHWASHER S.H. SINGLE HUNG RA. EACH SLIT. SHEEP EW A. ELEVATION SHTHC. SHEATHING BQ. EQUAL SHWR SHOWER KIM. EXHAUST SDI, SUA AR ENT. EXTERIOR SL SLIDING R.G./FK . I= GLASS SL GL SLIDING GLASS P.G. FUEL GAS STD, STANDARD IN. FINISH SWS SHEAR WALL FHA FLOOR SECTION FLUOR. FLUORRSCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS FTG. FOOTING TAIL THICK GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP- TYPICAL INTERRUPTER U.N.O. UNLESS NOTE) GL GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB 1. WARNER H.C. HOLLOW CORE W/ WITH HDR HEADER WD. WOOD HOT. OR HT HEIGHT WDW. WINDOW INSUL INSULATION W/H WATER BEATER WT. INTERIOR W.I. WROUGHT IRON REVISIONS REV. I DATE DESCRIPTION REVIEW DATE_, -// CITY OF ZEPYRHI LS PLAN EXAMINER : P .L. Vv:, RK SHA1�:'a7h°g ''A 'AILIIVC BODES FLORIDA rjU"f_.L � �It Cat. c 1 �'ATIay4AL ELECTP F A AND THE CITY OF jEpr'''YRS�ILI„S ORDINANCES 1 �05 3P1-1� �P�D SHEET # INDEX OF DRA DESCRIPTION PG CI -COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN FIRST FLOOR PG 1B-LINTEL SCHEDULE FIRST FLOOR PG 1B.1-LINTEL LOADS PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 4C-FRONT & REAR ELEVATION "C" PG 5C-LEFT & RIGHT ELEVATION "C" PG 6-FRAMING PLAN ELEVATION "C" PG 7C-ROOF FRAMING PLAN ELEVATION "C" PG 7.1-CONNECTOR SCHEDULE PG B- FIRST FLOOR ELECTRICAL PLAN PG 9- SECOND FLOOR ELECTRICAL PLAN PG 10-FIRST FLOOR MECHANICAL PLAN PG 11-SECOND FLOOR MECHANICAL PLAN PG ➢1-MONOLOTHIC FOUNDATION DETAILS/SECTIONS PG D2-MISC. DETAILS PG D3-MONOLOTHIC 1-STORY WALL SECTIONS & NOTES PG D4-MONOLOTHIC 2-STORY WALL SECTIONS & NOTES PG D5-MISC. DETAINS 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 : WINDOW FIASHING PG WA6-WALL ASSEMBLY DETAILS : SUB BAND A 11 C N I T E C T 3 6 Ga .a Desil�n 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA ®: 0003325 J s: m m 0 c, y O 0 Q1 Q IltMD11R Ax L070. SILVERADO LOT 41 BLK 6 PROJECT# 04128.000-04161 1MODIM 4EHB "2605-HAYDEN" GIARAGE SWING: LEFT PAGM COVER PAGE 150 MPH EXP. B ARCHITECT. STATE OF FLORIDA rT2a I P 7M D10/19/17 DCALIQM 1/4"=1'-0" ammo= C1 • O 1! Y I T O f� T• 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 IL ATTICS W/ STORAGE 20 III. ATTICS WIOUT STORAGE 10 1V. 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 R3Dl.6 I. "'MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES W (TCDL 7 & BCDL 10) Il. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VOLT--150 MPH, VASD=116 MPH II. EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS :0.18 V. RISK CATEGORY II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 18 -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 HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 10, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12 SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. /`AWt`RCTC 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/.'. 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER, 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/.'. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 402 / ACI 5301 ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-11 b, 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 S IN ACCORDANCE WITH ASTM 0270-OBZ 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 2600 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, AOI 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"- W1.4 X WlA AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185, LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WINE 7 FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.24 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 '/0 D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1%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: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 1. 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. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 7 SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/7 COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 6/8 CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CUPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED '%." SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . So. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSIlTPI 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' STRONGTIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 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 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, ill THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la & ASTM.01g6.T12s. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDI I IUN 12014). ALL STUCCO APPLICATION DETAILS, !NCLUD!Nr RI IT 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 -11A 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: 021=17 6 Gr De on L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA k 0003325 w s m 0 w 0 F 0 2 Stnmxv. at LOT: SILVERADO LO T 41 BLK 6 PROJJmCT# 04128.000-04161 MOD= 4EHB "2605-HAYDEN" GARAGE SANG: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B ARCHITECT STATE OF FLOWA T4317 DAM 10/19/17 SCALE: 1/4"=1'- 0 " SKEET G i`-14'X24'XU' GONG. D41 PAD W/3-"5 BARS E.W. ON CHAIRS MIN. 3' 20�_4. 8,_O._ COVER (2 TYP.) III-4, � FOUNDATION PLAN NOTE& - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FBGR 5TH EDITION (2014) 2' VTR WASWIR I I 2' VTR I LAV 2' VTRA 2' TO MAIN PLUMBING RISER NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE. W TYPE ARE PROHIBITED. SECURE STRAP TO UNIT W/ (2) -8.1 1/4 A/C SHT MTL SCREWS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO CONC. GONG. W/ (2)-3/I6'X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD a 12' FROM STRUCTURE A R C N I T 8 C T 8 6 Gr I In 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774.6078 FAX:407-7744078 www.abdeslgngroup.com AA N: 0003326 J F W Chi y a 0 N y O F O F U 8L7mm a6 LOT: SILVERADO LOT 41 BLK 6 Nwaoj=T# 04128.000-04161 MODOIs 4EHB "2605-HAYDEN" GARAGO OWING: LEFT PAGE FOUNDATION PLAN 150 MPH EXP. B ARCHITECT. - STATE OF FLORIDA DATM 10/19/17 OCAI H: 1 /4"=1' — 0" OlazmT DOWEL PLAN A R C H I T F. C T$ Grei�n 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 A x m y t 0 K ci y C F O, 0 I reumm ae LOT SILVERADO LOT 41 BLK 6 PROJWT* 04128.000- 04161 ]AODmIs 4EHB "2605-HAYDEN" GARAGZ DInNO. LEFT PAGIM DOWEL PLAN 150 MPH EXP. B ARCHRECTk STATE OF FLORIDA P TM D10/19/17 sCALM 1/4"=1'-0" sIizDT IA A R C H I T E C T BEDROOM #2 8'-8' CLG. O 0 A H 2 II I !- r OI! I I I I I GARAGE B'-B' CLG. LIRO M 8'-8' CLG. II FOYER II 8'-e' CLG. I I II n T PATIO 6068 9.CsD. DINING ROOM 8'-8' CLG. II II II II II • II Ir— II KITCHEN 8'-8' CLG. F r--, ---� I I II FLEX 8'-B' CLG. l2I 3052-SN 68 W/ rTRANS. 1---------------------2 1 L-i ------ PORCH 8'•8' CLG. L- 6 LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS PROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED 4^=-�4094W LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L I IT4' 8F28-113/IT L 2 4'-6' 78-IB/IT ' L 3 77 8FI6-IB/R L 4 l'-6' SP24-15AT L 5 4'-6' BFI6-054T L b 6'-6' 8FI6-IS/IT L 1 5'-10' 8FI6-06/IT : ::: G%oousin 1441 N. RONALD REAG�AN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngtoup.com AA #: 0003325 w s r7 0 y C F O sumly. A. LOT: SILVERADO LOT 41 BLK 6 PROJRCT# 04128.000-04161 1[ODRU 4EHB "2605—HAYDEN" GAtAOR MIFMG: LEFT PAWL LINTEL SCHEDULE 150 MPH EXP. B ARCHITECT STATE OF FLORIDA PD TM 10/19/17 DCALM 1/4"=1'-0" 9I3m1mT I SAFE LOAD T,45LE& FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8' PRECAST 4 PRESTRESSED U-LINTELS C GRAVIT'T' TYP LEI`Z �$ eF12-15 eF16-IB eF2m-IB eF24-IB 8F28-IB 8F32-IB2'-10'l34') PRECASt 2302 4413 603E 1526 W04 10412 11936 P31n 4413 6039 1526 W04 10412 11936 3'-6' (42') PRECAST 2302 3311 46S9 6001 1315 8630 SS41 4413 6039 1526 W04 10412 11536 4'-0'C48') PRECAST 202c� 2456 3461 4438 5410 6384 1358 2646 4413 6039 1526 W04 10412 11936 4'-6' (54') PRECAST 1651 1181 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 9004 10412 9668 5'-4` (64') PRECAST Il$4 1223 WI 1809 2311 282e, 3336 3846 1665 288E 5051 6096 5400 6424 1450 5'-10'(10'J PRECAST 912 I000 1059 1414 1889 2304 2-121 3131 1459 2464 4144 5458 4431 5280 6122 PRECAST 931 1255 2101 3263 2146 3358 3911 45S5 1255 2101 3356 5260 1134 8995 68W (90')PRECAST 1(�� 1029 1615 2385 1994 2439 2886 3333 102S 1615 2610 3839 5596 6613 5041 9'-4' lll2') PRECAST g13 632 1049 1469 12le 1482 1154 2021 168 1212 1818 2544 3469 4030 3121 10'-6'(126") PRECAST 456 482 802 1125 S15 1122 1328 1535 658 1025 1514 2081 2114 3130 2404 II'-4' (136'J PRECAST 445 598 535 1365 1654 2355 1193 2015 59S 935 1365 1854 2441 3155 4044 12'-O'(I44') PRECAST q14 545 664 1254 1689 2014 1510 1818 555 864 1254 1693 2211 2832 3590 PRECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1 1016 1438 1855 2343 2920 14'-O'(168') PRECAST 33B 381 64a 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 14'-8'l116') PRESTRESSED N.R. MR MR MR MR MR MR MR 465 165 1310 2045 2610 3185 3165 15'-4'(184') PRESTRESSED N.R. MR MR MR MR MR MR MR 420 695 1250 1855 2310 2890 3410 Il'-4' (208') PRESTRESSED N.R. MR MR MR MR MR MR MR 310 530 S50 1400 IWO 2200 2600 19'-4' (232') PRESTRESSED N,R.240 MR MR MR MR MR MR —MR 400 150 1090 1400 1120 2030 21'-4' (25e,')PRESTRESSEDMR N.R.NR MR MR NR NR MR MR 153 330 bio $40 1340 1180 2110 22'-0'(264')PRE5TRE6SED N.R. MR MR MR MR MR MR MR 160 300 510 810 1250 16.0 IS10 24'-OC288') PRESTRESSED N.R. MR MR MR NR MR MR MR 130 240 410 120 1030 1350 1610 MATERIALS I, f'c precast Ilntela = 3500 psi. 2. f'c prestressed lintels = 6000 pal. 3. f'c grout = 3000 psi w/ maximum 316' aggregate. 4. Concrete masonry units (CMU) per ASTM CW w/ minimum net area compressive strength - 1900 pal. S. 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. 8' PRECAST 4 PRESTRESSED U-LINTELS C C UFL iFT LATERAL TYP LENC=TH SFS-1 12-IT I6-IT 20-IT 24-I 2e-IT SP32-IT au8 ape B-2 12-2T I6-2T 20-2 24-2 28-2 SF32-21 2'-10'(34') PRECAST 2121 281E 4101 5332 6569 1811 9055 2021 2021 2121 2184 3981 5190 6401 1630 8851 3'-fo' (42') PRECAST 2165 22B9 3260 4231 521E 6204 1192 1251 1251 2165 2215 3165 4125 5091 6061 1036 4'-0' (48') PRECAST tale 1989 2832 3680 4532 5381 6245 1330 93B tale I 1925 2150 3563 4422 5264 6110 4'-6' (54') PRECAST 1660 1162 2501 3251 4010 4161 5525 121 1660 1105 2435 3111 3913 4658 5406 "121 5'-4' (64') PRECAST 1393• 1484 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3920 4549 5'-IO'C10') PRECAST 1212, 1351 1330 2505 3084 3665 4241 418 418 1212 1315 1515 2441 3010 3583 4151 C6'-6' (18') PRECAST 1141• 1200 I133 2250 2169 32W 3812 101 � 1141 1182 1684 2192 2103 3216 3132 'i'-6' (90')PRECA6T 959, 912 1415 IS14 2354 2191 3240 591 651 990 102S 1466 1901 2351 2191 3245 9'-4' (112') PRECAST Sol, 612 980 1269 1560 1852 2144 454 &3o Sol 155 1192 1550 I91m 2211 2634 I0'-6"(126') PRECAST 116• 498 193 1021 1261 1496 1131 396 493 116 611 103E 1389 1111 2034 2358 ll'-4' (136') PRECAST 666• 439 696 899 1104 1309 1515 363 556 666 535 SOS 1295 1595 1896 21W 12'-O'C144') PRECAST 601• 400 63i 816 1001 1186 1312 340 494 631 486 BIB 120E 1514 1199 2086 13'-4" (160') PRECAST 500• 340 532 686 841 991 1153 302 39$ 513 409 682 1004 1361 1631 Is91 14'-O'CI68') PRECAST 458• 316 493 635 118 1 922 1065 2B6 360 546 318 629 922 1254 1561 18I6 14'-8' (116') PRESTRESSED 243 295 459 591 124 851 990 N.R. 351 243 352 562 852 1156 14el 1142 15'-4' (1849 PRESTRESSED 228 218 430 553 611 801 S25 N.R. 321 228 329 542 l91 1012 1381 I616 Il'-4' 1208')PRESTRESSED 188 236 361 464 561 610 114 N.R. 255 180 216 44S 649 814 1121 13813 19'-4' (2329 PRESTRESSED 165 201 313 401 490 518 661 N.R. 204 165 233 363 550 136 S40 llbm 21'-4' (25(o')PRE5TRESSED 145 1e6 218 356 433 512 590 N.R. 112 142 212 336 411 635 Sol SW 22'-0'(264')PRESTRESSED 140 180 268 343 415 493 568 N.R. 161 131 205 322 451 601 111 941 24'-O'(288') PRESTRESSED 121 1 165 1 244 312 380 441 515 N.R. 135 124 1 186 1 290 408 1 538 690 833 GENERAL NOTES -REDUCE VALUE BY 25% FOR GRADE 40 FIELD RE8AR 8' PRECAST W1 2' RECESS DOOR U-LINTELS A CiiRAVITT' TYPE El�lm-mB OW14- B- 8RF22- 26- &W-30-08 LENGTH OW6-15 SWIO-15 OW14-I13 01cF16-IB aF F22-IB 9FFz6-IB 81�3m-IB 4'-4' (52') PRECAST 1485 1591 3053 2982 3554 452E 5904 6860 1821 3412 4982 6412 1941 9416 10818 4'-ro' (54') PRECAST 1351 144E 2182 2114 3600 4401 5315 6264 1102 3412 4982 6412 1941 9416 10518 832 1602 1550 2058 2566 3015 3585 185 5'-$' l68') PRECAST 1153 2162 4014 6412 6516 5814 6839 119 1500 1 1445 1524 2400 1 2816 3352 5'-i0' (10') PRECAST 135 1103 2051 3811 6412 6516 5450 6411 6'-$' (60') PRECAST 822 Sol tell 2933 2516 3223 3812 4522 Sol I(oll 2933 4100 6130 5111 6101 161 1311 2252 195e 2451 2944 3439 (90'JPREGAST 665 l64 1311 2329 3609 5492 6624 5132 9'-$' (116') PRECAST 311 420 834 1253 1011 1342 1614 1806 535 928 1491 2115 2618 3595 2615 8' PRECAST W1 2" RECESS DOOR U-LINTELS UFL IFT LATERAL TYPE LENCsTH ��6-n ewio.rr aRF14-r,P3260 ORP22-IT 8RF26-IT BRF3O- e1f'F6-2T VW10-2 er-14.2T 6RF22.V SFW26-2 MW30-2 6RU 4'-4' (52') PRECAST 1244 1513 2413 4112 4961 5825 932 932 1244 15IS 233E 4008 4850 5696I192 4'-6' (54') PRECAST 1501 23113531 4156 5511 1192 1455 2240 3831 4643545385.35'-8' (6$')PRECAST S244 1112 MISS 3055 3689 4325 Sol S24 1132 1141 2357 2918 3603 4230 501 5'-10° (10') PRECAST S96. 1138 1142 2352 2965 3581 419 8 469 469 896 1033 1690 2286 2891 3491 4106 6'-8' (80')PRECAST ll8 882 1513 2042 2513 3101 3642 830 1100 116 956 1468 1981 2509 3035 3563 1'-6' (90') PRECAST 688 691 1325 1810 22W 2153 3221 110 941 688 S49 1302 1162 2225 2690 3151 9'-8' (116') PRECAST 533• 433 80S 1123 1413 1104 1995 614 533 1 521 1 1009 1369 1125 2088 2450 516 -REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 5 REBAR AT TOP MIN. (1)REQ'D 1-1/2' CLEAR T)'PE DESIGNATION4. a F - FILLED WITH GROUT / U = UNFILLED Q QUANTITY OF "5 REBAR AT BOTTOM OF LINTEL CAVITY J Z• ,a. ` GROUT /iT - Z �p • '5 REBAR AT BOTTOM L • • OF LINTEL CAVITY NOMINAL WIDTH NOMINAL HEIGHT QUANTITY OF 5 REBAR AT TOP 1-5/6'ACTUAL BOVID REINFORCING PRROVIDED IN LINTEL 8' NOMINAL WIDTH (VARIES) SAFE LOAD TABLE NOTES I. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 1'1'-4' and longer with a nominal height of 8' meet or exceed L/180. rc. Bottom field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel For mechanical anchorage. B. Cast -In -place concrete may be provided in composite lintel In lieu of concrete masonry units. 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 1. All values based on minimum 4' bearing. Exception: Safe loads For unfilled lintels must be reduced by 20% if bearing length is less than ro-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 05 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. 9, All safe loads in units of pounds per linear foot. A 11 C H I T E C T 11 Design GrouP"h�. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774b078 FAX 407-774-4078 www.abdesigngroup.com AA k: 0003325 J w Pq y i; 0 a y W C ti O I sysDiv. a: La SILVERADO LOT 41 BLK 6 PItOJwTillit 04128.000-04161 MOIDZZ- 4EHB "2605—HAYDEN" OAPLAGIN 1I!II d: LEFT PAG81: SAFE LOAD TABLES 150 MPH EXP. B Of ARCHRECT-- STATE OF FLORA rl P IM D10/19/17 sCALM 1/4"=1'-0" IlIll 1 B" 1 Or A It C N I T E C 7 S 39'-8' I. 2T-l' L 10'-0' „2'-1` I, v BEDROOM #2 'Tt --- -- IR-ISH rom ry SII �1 1 al I L.B.I —21) - I a m BATH 2 8'-8' CLG V.I.C. LAV. � HB STOR. SLOPED CLG, STAIR DATA Ir. RISERS • 154' GOND 15 'READS m 10' I' NOSING BOLLARD AS REQ. PER BLDG. CODE GARAGE OVERHANG PATIO OF ROOF ABOVE __—__® 11'-2" I0'-2'2' m 6068 8lsD (2) 3052-SH I I ROOM = ROOM 8GLG. I I II I Il r I I O e Ei II o sl (n I UP 9 1 KITCHEN � L- 2 42' H. HALF ,LL W/ CAP 0 V. ARCF` E8'0. cv A 8' ,i3_0. -- �J II • FOYER el FLEX N 8'-8' CLG.`n" I I 8'-8' GLG. 3068 W/ e I I 10' tRANB. 3 V. IC. m - II C�T� MT = (2) 3-Sp -01 18'-0' Ib'-0'XT'-O'OND.®--�- PORCH -------- ---------------------- — fi ---- ----- --- — — 1 4 , I, 5'-4" Al4 20'-4' 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 TO BE EQUIPPED W/ SELF -CLOSING DEVICE PER SECTION R3025.1 OF THE FBCR 5TH EDITION (2014) EXTERIOR MASONRY WALL BRG. HEIGHTS 8'-8' BAG. LOAD BRG.WALL UN.O. ON PLANS SQ.FT. CAM'S 157 FLR LIVING 1104 SQ. FT. 2ND FLR LVING 1501 SQ. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 43-1 SQ. FT. FOICH 43 80. FT, TOTAL 3085 8Q. FT, PATIO 80 SQ. FT. DBL. TOP PLATE a m BAR DETAIL A SCALE: 1/2'-1'-0' COIFOW AND CLADDIW WID LOADS SAW WADS I11EFOR38EOWOusts OPI S WdE ZONE 160IFH WIND Mil IBMS AND TYK FOOTAGE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR. MIN. CRITERIA SIGD. MIN. 41 5 23/-29 CRITERIA II O.H.D. 112 5 21/-25 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BIOG. CAT.=II, EXP.=B, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE FBCR 5th EDITION (2014) TO MEET 7MM ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMWOL DATE 07I01 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA k: 0003325 y 2 0 m 0 0 e F mumm a= Loan SILVERADO LOT 41 BLK 6 PROJECTI ; 04128, 000-04161 MODZU 4EHB "2605-HAYDEN" GARAGE S'WMG: LEFT PAGE; FIRST FLOOR PLAN 150 MPH EXP. B ARCF#TECT.- STATE OF FLORIDA 0 2 117 DATE:10/19/17 SCALM 1/4"=1'-0" SIi7�T 2 A R C H I T L C T E 1 1/2 MIN HANDRAIL o 36'-- W/ 2X4 RE-INFORCING THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.� S2 NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTIC DIAMETER OF 14't 2' OR A NONCIRCULAR CROSS SECTION WITH PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN E A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 114' SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 5 FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN AN DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 19i0-1.8.1 / F.B.G. 2014 @B HANDRAIL DETAIL SCALE: 3/4'.I'-0' 42' H. HALF WALL —� \ W/ CAP (2) LAYERS OF 3/4' PLYWOOD -SECIRS TREAD$ TO STRINGER 3/4' TAG SUB FLOOR -� OR (2) LAYER$ OF 3/4' SUB W/(3)-8 3' SCREWS • EA AH U GLUED 4 SCREWED FLOOR MATERIAL RIPS FOR STRNGER UNTHREADED SHANK PER FASTENER 1 SOLID NAILING TO EXTEND BEYOND THICKNESS SCHEDULE 1 OF SUB -FLOOR SHEATHNG 10'-0 3/4' 2ND FIN. FLR. FLR TRUSSES \ STAIRS RISERS 70 CONFORM TO FBCR 5TH /4' KICK 42' HL 1/2 W/ EDITION (2014) STAIR DATA: PLATE WALL CAP MN. TREAD.10' MAX R1SER•T 3/4' 3/I6` MAX. VARIATION N RISER$/MAD$ I6R Is T&W 10, NOSING ADJACENT TO EACH OTHER 3/8' MAX 10 T NOSING MIN. VARIATION IN ANY RISER/TREAD HANDRAIL 1�' CIRCULAR CROSS SECTION DIA TO BE I _1/4&RA OR PROVIDE WINDERS. IN, WNDERS- MN. ' WIDE S T NARROW ENDY NARROW END MN. II' WIDTH 12' FRO'1 NARROW END 34' MIN. HANDRAIL W.T. lu U 3-2.12 SYP STRINGER — REINFORCED W12X4 SPF NOTE, W/CONT. BEAD OF E w ENCLOSED ACCESSIBLE SPACE WIDER SUB -FLOOR ADHESIVE \ U STAIRS SHALL HAVE WALL$, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON PL-400 OR SIMILARE • EA HORIZONTAL RUN ro� � Q THE ENCLOSED SIDE WITH I/2' GYPSUI'1 K O BOARDS. FBCR. 302b. 2 4 OR = m o E U 2 X I2 STRINGER E 2 X 12 IW.E SECURE W/12d b'-B' O.C. 0'-0' FIN. FLR 2x4 ATTACHED W/ 10d-- STAIR DETAIL SLEEPER INTO SLAB WITHIN 8' A OF EACH END, 32' O.C. MAX BDRM. �, 8'-0' CLG. DBL STUD 2'- 5'-10" (2) 3052-SW e UPSTAIRS v LIVING ro �� Il'_4• Ni ry � � s 42' W. HAL LAWN_• 0 WALL W/ CAP 8'0-p YI CLG. r--ir--� I OPT. 11 OPT, I I D. II W. I L--JL--J m w —I L STAIR DATA 1 VfO' CLG. 16 RISERS 01,54 k 15 TREADS o 10' W NOSING 3-0� — �— 22X36 ATTIC V 2 ACCESS 4X4 POST BAT 8 0'� CLG' OWNER'S SUIT 8'-0' CLG. (D Q J zz Q Co v klr BDRM "HASE W-0C. DBL STUD, 31_1. 61_0. BATH ,43 CLG. 3-sw CI V� 0 4'- 4'-- 'C 4X4 POST BDRMBDRM- #3 8'-0' CLG. (2) 3052-5I4 EGRESS CID 9 1 v —_I� 6 ��� 4" .._ 6 8 _ __. of 21-B" --------_— 392__—.. SECOND FLOOR PLANK NOTE: 2-8 LOUV. DOOR W/ AIR 14ANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE Design Grou 1R�. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y 0 h 0 F 0 F F STJSDIV. aLOT. SILVERADO LO T 41 BLK 6 PROJRCT#I 04128.000-04161 MODS.: 4EHB "2605-HAYDEN" GARAOR M'W MG: LEFT PAGR: SECOND FLOOR PLAN 150 MPH EXP. B P TM D10/19/17 BCALR: 1/4"=1' — 0" s*Ecwr 3 A R C 11 1 T! C T S STD. CALLS - OFF -RIDGE VENTS ONL' AREA OF ATTIC - 1585 SQ. FT, NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1585/300 5.2E VENTILATION AREA X SQ. INCHES PER FT.(244) 760.8 SQ. IN. MIN. REQUIRED VENTILATION = .SX 760.E IN UPPER PORTION Of ATTC 380.4 SQ, IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 380.4 /115 TOTAL B OF VENTS REQUIRED = 3,30783 TOTAL M OF VENTS PROVIDED = 4 'AREA Of ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL NO OVERHANGS INCLUDED) (DECO. DETAIL ri SCALE: 1/2' • I'-& 1/8' TI41CK, 3 COAT CEMENT PLASTER OVER GRADE 'D'� FELT PAPER BACK METAL LATH OVER APPROVED HOUSE URAP OR GRADE 'D' FELT PAPER 4'x4' GALV. 'L'-TYPE- FLASHING SET IN ROOFING CEMENT FIBERGLASS 6F11NGLE5 OVER 2x6 LEDGER SECURED FELT PAPER ON 1/I6. ObB. I LLV 1/4' x 4' LAG BOLT SHEATHING OR I/2' CDX U/ V DIA. WASHER PLYWOOD SECURED PER 14' O.C. MAX NAILING SCHEDULE LSU-26 tL 2xb RAFTERS - `I R3 H. W.T.A� W/ M1 TO LE D I ND X 70 LEDGER !27 I0d's TO 2x6 JOIST MAX.LEDGER W/ I THREADED ROD 32' L O. MASET IN BIMPSONSON 2-0 NIGH STRENGTH EXPDXY 6' MIN EMBED. 1/2THICIC, 2 COAT CEMENT - PLASTER APPLIED DIRECTLY TO MASONRY ROOF C S.G.D. SCALE: 1/2' • I'-O' N-2l'-1 I/4' BRG. W.T. --� -- — DECORATIVE - FOAM DRAIN TILES 6' RAISED BAND BRG. HGT. Y "[ FYPON DECORATIVE SHUTTER OR tz 5 BA EQUIVALENT lns WAY WA4 4' RAISED--_ BAND 10'-0 3/4' 2ND FIN. FLR BRG. lw T 6' RAISED ---� BAND WA2 COACH LIGHT---- V-0' FIN. FLR FRONT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT SHINGLE ROOF �- FYPON 18'X48' DECORATIVE &.1UTTER OR EQUIVALENT 18_'-0 3/1 IND FLR__ YBRG. HGT. 4A WA3 TYP. '-0 3/4' 2ND FIN. FLR W.T. ---- �6' RAISED 14 BAND (TYP.) WA TYP4' RAISED BAND (TYP.) i I 18'-0 3/4' 2ND FLR IS'-0 3/4' 2IN FLR.._- BRG. HGT. - - -- — -- - - - --- - - - --- - - - - --- -- BRG. NGT. 12 � U WA5 U i gA0„ TYP. �a B 4j 10'-0 3/4' 2ND FIN. FLR WA1 - - I{- �_ - '-0 3/4' 2ND FIN. FLR L ay WA. ri- ITYP. 0'-0' FIN. FLR _ `" �' 0'-0' FIN. FLR REAR ELEVATION TEXTURED FINISH -PH: 407-774307E FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 F w y 8 0 a O F 0 F J u AIM 8unDiv. So LOT¢ SILVERADO LOT 41 BLK 6 PROJECT* 04128.000— 04161 MODEL: 4EHB "2605—HAYDEN" GARAGE 811111VINM LEFT PAGE: FRONT & REAR ELEV. "C" 11%.150 MPH EXP. B ARCHITECT- STATE OF FLORIDA DATjo: 10/19/17 SCALE: 1 /4"=1'— 0" 8143CUT 4 ❑ LEFT ELEVATION TEXTURED FINISH RIGHT ELEVATION TEXTURED FIN15H A R C N I T E C T 8 6 Des' n Grous�. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA k.. 0003326 y w 0 z O OF v SILVERADO LOT 41 BLK 6 PROn=T# 04128.000-04161 MOIRE IC 4EHB "2605-HAYDEN" GARAGE BIWMG: LEFT PAGE: LEFT & RIGHT ELEV. "C" 150 MPH EXP. B ARCHrrECT- STATE Of FL A iJCT , 01% Dw10/19/17 8CALE: 1 /4"=1' - 0" 8*13wr 5 C .. _ DENOTE RAT RIN • 10' 0/C MAX. = DWTE 2X6 STRXtACK • V O/C MAk BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING m 4'-0' O.C. BETWEEN TOP CHORD 4 2X4 SYP 02 X-BRACINS, REFER TO DETAIL S/D5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP 02 OR 5" BEVEL CUT TO TRUSS TOP CHORD W/10d x 3' NAILS o W O.C. STAGGERED NOTE: REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE 4 REQUIRED FASTENERS. FT W LL II II II II II H H H H H I I II II II II � ; Il I I III I FTI FTI T SS TO 4X& T (2) HTS-2� U TT P TO $L""I T—• 9(2� ——XI2 HDR W(2) JACK � J_ STUDS EA. SIDE LL O a- -� II ® II =T= ==d) � II at --- = FTGE2 LL HUC-410 -----————————— —-- — — F. _ W �1—•�-�L�.� �- _ (2) 2X6 LEDGER ■ SECURED W/ 1/4'X(.' LAG BOLT W/2' DIA. EGE WASHER m 24' O.C. FRAMING PLAN CCA 0'7/22/16 A N C N I T E C T S GrD eS'1g11 LONGWOOD, FL 32750 PH: 407-7146078 FAX: 407-7744078 www.abdesigngroup.com AA#:0003325 a w 0 O F IL av$Dly es LOT. SILVERADO LOT 41 BLK 6 P2ROJWT/ 04128.000-04161 MODMIt 4EHB "2605-HAYDEN" GARAGE IswING: LEFT PAGIM FRAMING PLAN ELEVATION "c„ 150 MPH EXP. B ARCHITECT STATE OF FLORID )171 P TM D10/19/17 SCALE: 1 /4"=1'— 0" 9llawr /? U DENOTE RAT RN • 10' O/C MAX . DDM 7* STR7IYAa 110 or HAX BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCIGING • 4'-0' O.G. BETWEEN TOP CHORD 4 2X4 SYP 02 X-BRACING. REFER TO DETAIL S/D5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP'2 OR SF'F BEVEL CUT TO TRUSS TOP CHORD W/10d x 3' NAILS 6' O.C. 57AGGERED NOTE: REFER TO TMJ65 MFR'S SIGNED 4 SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE 4 REQUIRED FASTENERS. TRUSS TO 4X4 POST (2) MTS- III POST TO BLK HTT-4 'u u ROOF FRAMING PLAN CCA 01/22/16 TRUSS TO 4X4 POST (2) MTS-12 POST TO BLK NTT-4 TRU55 TO 4X4 POST (2) MTS-12 POST TO BLK HTT-4 6 Gr Design L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA 8: 0003325 E N 0 ti 0 4 Ilk, oujwrv. & LOT SILVERADO LO T 41 BLK 6 PRO TO 04128.000-04161 MODMA 4EHB "2605-HAYDEN" GFARAam BW MO: LEFT PALM ROOF FRAMING PLAN ELEVATION 11 C" 150 MPH EXP. B ARCHfTECT. STATE OF FLORIDA D TM 10/19/17 SCA - 1/4"=1'-0" B8llffiT 7r V CONNECTOR SCHEDULE CONTROL DATE, 01-OS-11 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA V6 18 1625 (e) 10d x 1 12' I -PLY, (b) Ibd 2-PLY, (USP: (10) IOd X 11/2' - NO Ibd OPTION) (2) META-16 IwS (2/ HTA 16-I8 2900 (10) 10d x 1 1/2' I -PLY, (USP, (10) Od x 1 1/2') 2515 (14) 16d 2-PLY CUSP: NO I6d OPTION) HETA-I6 BIC HTA 16 181m (5) 10d x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (10) I0d x 1 I2', NO Ibd OPTION HETA-20 1810 HTA 20 1810 (8) 10d x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (10) 10d x 1 12', NO Ibd OPTION >- Qi (2) PIETA-20 2035 (2) HTA-20 3230 (10) 10d x 1 12' 1-PLY USP, (10) IOd x 1 1/2' 2500 (12) Ibd 2-PLY (USP: NO Ibd OPTION) Z O LGT-2 2150 LUST-2 ISSO (1) - 1/4' x 2 1/4' TITEN, 2 WSP: BLK (5) 1/4' WB, WOOD (16) 10d V) DETAL-20 24SO OWTA-20 2430 (18) - 10d x 1 I/2, 1 PLY MGT 3565 MUGT 4115 (U 5/8' A.TR IN NIGH STRENGTH EPDXY (MIN 12' EMBED), (22) 10d TO WOOD (USP: (28) 1041 TO WOOD) 1­16:T-2 . ISO HUST-2 S1S0 (2) 3/4' ATR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD HGT-3 10530 HUGT-3 W60 (2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (6) Nod) LGT3-SDS25 3285 LUST-3 (12) SDS 1/4'x3'TO GIRDER, (4) 3/e'x 5' TITEN HD TO WALL (USP, CONC, (4)3/6' X 5'WEDGE BOLT, WOOD (12)WS25) LTA2 1210 PARALLEL TO WALL @10 PERPENDICULARTO WALL LPtA t�525 o (10) 10d x 1-1/2' (1USP, (10) 10d x 1 1/2' VGT 4540 NO USP CONVERSION FOR SIMF'SON VGT (1) 9/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. IV EMBED), OW -SOS V4'X3' TO WOOD (2) VGT lies NO USP CONVERSION FOR SIMP90N (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY MTS-12 1000 MTW 12 1195 (14) loci x 1 12' (USP: (14) 10d x 1 12', (14) 10d) HTS-16 1150 NTW 16 1260 (16) 10d x 1 12' (USP: (ib) 10d x 1 12', (16) 10d) HTS-20 1450 NTW 20 1530 (24) 1" x 1 12' (USP: (24) I0d x 1 12', (20) 10d) 14TS-24 4450 NTW 24 1530 (24) 10d x 1 12' (USP: (24) 1Cd x 1 12', (20) 10d) LSTA-12 • $25 LSTA 12 S30 (10) IOd USP: (10)10.1 LSTA-18 . 1235 LSTA 16 1235 (14) 10d USP: (14) IOd MSTA-18 + 1315 MSTA-18 1310 (14) 10d USP: (14) 106 N MSTA-24 •. 1640 MSTA-24 1640 (I8) ICd USP, (18) lod CL MSTA-30 .• 2050 MSTA-30 2065 (22) 10d USP:. (22) 10d < MSTA-36 •. 2050 MSTA-36 2065 (2( ) Wd USP: (26) 106 F— MSTI-36 38" KSTI 236 3890 (36) 10d x 112' USP: (36) 10d x 1 12' MSTI-48 5065 KTSI 249 5140 (48) 10d x 1 12' USP, (40) 10d x 1 12' 146 950 LFTA b i2IC (6) 8d TO PLATES, (8) Sol TO STUDS (USP, (16) 8d x 1 12', (I6) Sd) SP4 885 SPT 4 S45 (( ) 10d x 112' TO STUDS USP: (6) I0d x 1 12' TO STUDS A34 355 MP 34 380 (4) 6d x 1 12' TO BEAM, (4) 8d x 1 12' TO POST. USP: (4) 8d x 1 12' TO BEAM, (4) Sal x 1 12' TO POST. HCP2 643 HHCP 2 SO0 (12) 10d x 1 12. USP: (10) 10d x 1 12' TO TRUSS, (10) 10d X 1 12' TO PLATE NIOA 1140 RT 16A 13W (18) 101d x 1 12' USP: (S) IOd x 1 12' TO TRUSS, (e) loci X 1 12' TO PLATE VGT 4 HDU4 4940 PHD 4A 5215 (16)-SDS I/WxV TO WOOD, (10)-SD6 1/4'x2 12' W/ THREADED ROD, (2) NUT5AUASHER2 PLY USP: 5/8' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) W53 WOOD SCREWS VGT 4 1-10115 4540 TDX IO 10140 OW -SIDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHE"PLY USP: 1/8' ATR MIN. 1' EMBED SET-IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS AM 44Z 2200 6665 PAU 44 2535 6115 (1) 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12) I6d TO WOOD USP: SAME AS SIMPSON ABU 66Z 2300 1 12000 PAU 66 23W W005 (U 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12)I6d TO WOOD USP, SAME AS SIMPSON LTTIS . 1340 LTS B 1205 (U 3/4' ATR IN NIGH STRENGTH EPDXY, (MIN T EMBED.) IN CONC., (8)10d TO WOOD USP: SAME AS SIMPSON LtT206 +++ 1500 Lib 20B 1105 (1)I2' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC, 110ACd TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2.12' = i) HTT4 4455 HTT45 4160 W s/8' A.T.R IN NIGH STRENGTHN EPDXY (MIN 1' EMBED,) IN CONC, (18) SD90 X 1 12' (USP: (20) I6d x 2-1/2*)Z USP WAS MORE NAIL OPTIONS: (20) 10d, (20) 10 1 x 1-1/2', (20) I6d x 2 12' Q HTTS 5090 HTT45 S005 (1) S/S' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONC, (26) I6d X 2 12' (USP: (20) Ibd X 2-12') USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-12', (20) I6d x 2 12' HHDQII-SDS 25• 11,810 UPHD 11 14355 (U 1' ATR IN WIG H STRENGTH EPDXY, (MIN. to' EMBED.) IN CONC, 124) SDS YW x A' WOOD SCREWS (USP: (24) W53 WOOD SOWS) HD1B 6645 TDX 10 0140 (1) 1/S' A.B. IN HIGH STRENGTH EPDXY, (MIN. T EMBEDJ IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) V) M6HA 3.56/1125 3415 5330 NFM35X12U 25W 1130 SIMPSON, (U 3/4' A.TR IN HIGH STRENGTH EPDXY, (MN. 6.15' EMBEDMENT) IN CMU. TOP, (U 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU- FACE, (IBACd TO BEAM USP: (I) 1/2' J-BOLT W/ MINIMUM 6: EMBED, 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. LI.I 0 WUSC412 (WOOD) 3635 2660 (FLR) WUS4121F 3060 2110 (FLR) (10) Ibd TO FADER, (10) Ibd TO WOOD USP, SAME AS SIMPSON 3265 (ROOF) 3325 (ROOF) Z Q 14UC410 (CMU) 1600 4520 HD410 IF 13M 5000 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD, (USP: (18)1/4' x V W93 SCREWS, (10) led TO WOOD. USP (20) 3AW TAPPER•, (10) 10d TO WOOD = HUC210-2 (CMU) 1600 SOBS WD210-21F 130s 5000 (le) V4' x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 1" TO WOOD: (USP: (IB) 1/4' x 3' WS3 SCREWS, fIC) loci TO tU00D. USP (20) 3/16' TAPPER-, (10) IOd TO WOOD WUC210-3 (CHU) I80C 5065 W0210-31F 1305 5000 (I0) 1/4' x 2.3/4' TITEN (S PER FLANGE) TO CM, 00) 10d TO WOOD: (USP: (18) V4' x 3' WS3 SCREWS, (10) 106 t0 WOOD. USP (20) 3/16' TAPPER,, (IO) IOd TO WOOD LGUM26.2-SDS 1430 55% LCd1M26-2 212s 6065 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SDS SCREWS TO WOOD, (4) /8' X 4' DGE T+4 WS3 WOODSCREWS HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER O= 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, T14E VERTICAL CELL IN CM.IU. WALL MUST BE FILLED SOLID W/ GROUT. ++ loci COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR T1416 APPLICATION PRIOR TO INSTALLATION .• MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' Ld H 0 A.T.R. . A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY or MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-Als3 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-201b. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-4' TO l'-& DBL 2 x 10 '1'-0' TO DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR $PAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-O' TO 6'-4' DBL 2 x 10 6'-4' TO W-0' DBL 2 x 12 W-O' AND OVER FRAMING NOTES: STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO 8'-0' UN.O. 4'-II 1/2' -I'-It 1/2, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 X 12 (2 SYP) 11­1/16' 055 NAIL (3) 12d o 6'-V O.G. TYP. 2x12 BM./HDR. I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: ' TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-16 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 UN.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES Q EA. END, CUT PITCH 4 BEvEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12, 9.REFER TO DETAIL 6 SHEET D5 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. A R C N 1 T F C T 8 1 6 Design GrouP"12. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdesigngroup.com AA It 0003325 F y U h k Fo 4 v O F O FIOUSDLOTDO 1 * 04128.000-04161 A[ODmu 4EHB "2605-HAYDEN" GARAOM OTaNG: LEFT PAGR: CONNECTOR SCHEDULE 150 MPH EXP. B ARCHITECT- STATE OF FLORIDA ® 01, 41./ DwTM 10/19/17 DC.% 1/4"=1'-0" SIi>c�'1 7.1 ELECTRICAL LEGEND SYMM��50L DEFINITION NOTES y--� 126v CUTLET W aw eINDe.e POLE ILTV CUTLET IiVV CUTLET OUTLET W6RD TO 8W1TCN GFI IIbV CUTLET ROUE4°D WIGM0 FALL R Rl61BNT6TANT TAW TT TEl—ft 229DV OUTLET 64) WIRE CQR Tk)N I I, TEI�ROOP 016�ND FAULT N,,RRRIPTER '� I SWITCH SWITCH 3-WAY Of -ER SWITCH 4-UAY OPER ^�4 ' WALL NTOIMED V LIGHT CEILM LISNT \O� R[CE88ED CAN �- WALL 6CCNM FRE-.RED VEM. F4N I CT11 FAR 8Q PT. FAN mwL I CM PER 8O. PT. V PDINR! (ePecro TDD tN ^ I I 4MyreuT PLUORE ,F_... 2AI6�lR08RAF � _ � r PLuoRF-SceNT 4• PLUOMSC2M r�--m--�� 4• TRACK LIDWT � PANEL P'ITER 6TIOI1 D MCTOR MAM YI III 8D. WALL HPNTED 6M01R DETECTOR I "TT. eACK-- WV-HA�dl■li It:��y�:_•r_:iR�^rR I > I �TIFAL 4AS LAT low mi.EpAme JACK WATER HEATER DIBCCNNECT A/ AM CONDITIONIY D16CQNECT TELev181W JOCK ROOD LIGHT 0 OFT. IQTPAt)D Pn n-aGITGN FDR cH6 E6 4--�� Wen FDRT LOCATION OF TV JACKS 4 PHONE OUTLETS I FANS TO BE VERIFIED R HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. WI R ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5019 FBCR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE 81HALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD $HALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (20I4). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). PRE -WIRED CLG FAN BEDROOM #2 \\\ \ I C/ONE, BOLLARD AS REQ. PER BLOC. -- CODE METER FIELD VERIFY LOC. IRRIGATION OUTLET o 44' AFF. GFI PATTO I DRI�G RO M PRE -WIRED CLG FAN \ SWITCH IN \\ CABINET I \ OUTLET TO 2NFL. FOR DW / SWITCH \\ I � I II• � y W GFI / PAN. / DOOR E �l /® rOPT.- Og[/�GFI� REF li I — 1 KEYLESS FIXTURE GFI GARAGE DOOR PREWIRE GARAGE ■ ��-------------------- \Coacu LIGHT =_-7� - /�----- 1 I \ 1 II \ II \\ PRE -WIRED CLG FAN 3� II \ II FLEX FOYER \ II 111 � lil / I P.B. FOR � � CHIMES PORCH FIRST FLOOR ELECTRICAL PLAN FOR VENT OR MICRO 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION t2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 I12/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 1 UNIT - NEW C14,41RT LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODe'D21 HOUSE PLAN:4EHB HAYDEN MODEL LOAD INFORMATION VA 2806 RG FT OENRRAL LNGHTTNG X 3 VA PER RG FT 1915 2 20 ALP APP—CR CRCT2IT' AT 1600 VA RA woo 1 LAUNDRY CIRCUIT 1800 1 RANOR AT NAIIS FLATS RATING OR COOICOP/OVEN 12000 1 WATER HEATER 45W 1 Dwe WARHRR 1e- 1 CLOTRIa DRTRR 6000 1 DRI'03AL 800 1 LNCROWAVR 1600 1 REFNIOERATOR 1e00 6UI1fOTA1 OF GENERAL LOAD 36R16 PIRST 10 XVA OF OENEvi 1OAD AT 100% ]0000 RRHAIND®t OF GENRRAL LDAD AT 40% 26215 VA z .4 DY66 TOTAL RrT GRNRRAL LOAD 212" 3.6 TON ]RAT P- (W/ ERW RLRRGRRCY HEAT 3TRlF) 21 ALP z RAO v - 3.6 TON CODUNG BYRTEY 40 ALP % 240 - • "DO NET CzNERAt LOAD M. RRT TOTAL HVAC "DO TOTAL LJAD 30666 CALCULATED LOAD FOR SERVICE 3oeee v�/z.o v- 1ze ArP 150 AMP SERVICE •WORST CARS ec AR10 - eaGRReT RVAC IOAD I9ED FOR CAIOGIATpNB.• NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA Q 100%, REMAINDER ® 35% NET LOAD: 6,045 VA RANGE: 12,000 R 10% S,400 vA DRYER: 5,000 0 10% 35vA TOTAL IS,849 VA NEUTRAL AAPACITY: 18,4$5 / 240 • 18 A 62 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3-2/0 CU, THWN . 1% CU IN 2' CONDUIT OR 3 P4/0 AL. THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT R OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MC15 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 9/240 VOLT I PHASE MLO PANEL CABLE TELEVISION' SERVICE ENTRANCE EQUIPMENT 1 P4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F$CR 5TH EDITION (2014). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C N I T E C T S 6 Grows' IIr n Ate. LONG WOOD, FL 32750 LY PH: 407-774-6078 FAX: 407-7744078 www.a bdos igngroup.corn AA S: 0003325 W r; O Q W 0 F-summm as LOT SILVERADO LOT 41 BLK 6 P1COJwT# 04128.000-04161 MODS 4EHB "2605-HAYDEN" GAPL&GR 811na : LEFT PALM FIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B ARCHRECTI STATE OF FLORIDA P T& D10/19/17 8CALIM 1/4"=1'—O" aII7� 8 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -may 125Y CUTLET WA SMSLE POLR IIOV CUTLET IIOV CUTLET N CUTLET UTLET URED TO SUNTCH CFI 110V CUTLET HA➢ LPT * f AM FALL fTAFIPER MR616TA T IaEasTANr TrPEJ 220V CUTLET (U WIRE 00MEC74N ILp EXT. WATERPROCP 4ROWD PAULT CFI OUTLET INTERPLOnER W SWITCH SURCN 9-WAY OPER $4 SWITCH A -WAY OPER WALL MCUJTED V LI6NT CEILING L6WT VP PROOF LI6Mt `� ` RECESSED CAN L UWLL SCONCE PRE -WIRED Mllf. FAN I QM PER SO. PT. VENT. PAN W/LWHt I aw PER SO. FT. If�/TTT�T V PI%T1RE OPEC'! iBp Br FLUORE NT LIG 2-BULB URW ARCUD N.UOREsaw — — — A' PLUOIBBCEPA 4' TRACK LHAR 0 PANEL I'E!TER O S.D. awKa DeTEcroR ISAtt. natle-uP WtbA� WALL MOIMED B<n. SAfJc-I} 5D. SMOKE DETECTOR W/ NARDYARE sloxg anVOR WALL CONA 016T BE A DISTANCE O NOT LHSS THEN 4' PRJDANT LI T GAS OURET . TELEPHONE JACK WH IEAIER TO EE tLlVATlD DISCCTHEOT 14 CCNDRION DRCOWECT A- SOMMMIMM JO J-BpX TO W a1PPORTED IN ACCORDANG! WI 50X AS SUCH FOR 'BOX L ORILM9 PAWLIOHT TO I% w"FORTED M ALGOI®AHCE YV BOX MAIIIKED A5 SUDH FOR PLOW LIGHT OPi, aecuwTT KErPAo PJ5 ftb Sw TON FOR CLIR'�S US5 Peer LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION C2014). 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 OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBGR 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 FBGR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (20I4). ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CON-9ERVATION (RESIDENTIAL ENEA.'iY EFFICIENCY) 2014. 5ih EDITION R404J SECOND FLOOR ELECTRICAL PLAN A R C R I T E C T $ I 6 GrZODesign .! 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 , O 4 rV O 0 F r 1, MR.MR. IE SILVERADO LOT 41 BLK 6 PROJECT# 04128.000- 04161 MOD21, 4EHB "2605-HAYDEN" GARAGE OWD;G: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN V. 150 MPH EXP. B ARCHITECT STATE OF FLORIDA D � 10/19/17 sCAM 1/4"=1'-0" arkmm T • s e u l•• e a HVAC NOTES I, ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. I 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE PATIO OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603, 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603 I 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION DINING (2014) MECHANICAL CODE 603.1 LIOING 8' $/A OM R �OjyMi 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE ABOVE MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 403. BEDROOM #2 S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. C'I 12X8 S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO 1 II RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBCR 5TH - } EDITION (2014) MECHANICAL CODE SECTION 601. __ � II I i X 3 I 14X6 12X12 I ; _ a . GRILLES AND RS 11. DRYER BOOSTER TO BE AHPA TECH DBF PROVIDED BOOSTER BALANCING NOR EQUA DAMPERS. -----BATH C — PH SS RU j — — — — — — — — —1== — — — — — — — �� ®-1 � c+ ��I FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. 5 X�---- - O 1— — — l 5TI I KITCHENOE ALLNVAC TO HAVE PROPER * O _ PANS W/ DRAINS 7I PAN. ATTIC I CEILING EXTERIOR WALL CONDJ 0 ` ! �/ 8X4 j 12X8 PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY J REFRIGERANT LINES FROM / ABOVE AIR HANDLER _ EXTERIOR WALL _ y 3/4' PVC CONDENSATE DRAIN LINE_ 'I FLEX FOYER EVAP. TRAY y PVC SLEEVE 70 LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE GARAGE - - IN AN APROVED DRAIN, AS PER - -- - - LZ _ —� T FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 3012.1.1 E PORCH HVAC DRAINS ------------------- SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL -- — BRASS PLUG-- --~ i FITTING OR EXTENSION TO I I SOIL OR WASTE AS REQUIRED I WADE 8240-K J05AM 56000 I INSIDE SERIES NICKEL BRASS TOP CAULK J I P.V.G OPT(/SPEC — ——v�SI E PLAN FLOOR SLAB CLEAN —OUT (TYPN ) 75 FIRST FLOOR MECHANICAL PLAN COUNTERSUNK C.O. PLUG 16 SEE SPEC. r--------- `\\\ ro 1'-81X8' CONC. FIN. GRADE -' I =—� OR PAVING FITTING OR I I EXTENSION TO SOIL ,1 _ _ OR WASTE AS - REQUIRED I I y_ -- -- III—y INV. SEE_- `I'SITE PLAN zEXT. GROUND CLEAN —OUT (TYP.) N SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) ABXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK - BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ED PASS-THRU AIR GRILL L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA is 0003326 h w y 0 0 h C ti E 8UDDZV. & LOT. SILVERADO LOT 41 BLK 6 PIiOJBCT 04128.001-04161 MOD=, 4EHB "2605-HAYDEN" GAxAGZ BVIMG: LEFT PAG30- FIRST FLOOR ECHANICAL PLAN 150 MPH EXP. B ARCHITECT _ DATJC: 10/19/17 BCALM 1/4"=1'-0" BIi�T 10 SECOND FLOOR MECHANICAL PLAN A R C N I T E C T 8 1 6 Grob i In 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX 407.7744078 www.abdesigngroup.com AA g: 0003325 rq 0 U O G h F O F suan:v. ae T SILVERADO LOT 41 BLK 6 IPROJWT# 04128.000- 04161 MOaAM& 4EHB "2605-HAYDEN" GARAGE 8WING. LEFT "'?tCOND FLOOR ECHANICA PLAN 150 MPH EXP. 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' rz,+B neEAle aN cuAne6 TERHIre TIE'.ATFEM SHALL ex � U ]-aTORY HORIZONTAL/VERTICAL eoilA.-cnRE 1'-r HIN LAP -` rs„PEeAR Ga cu4lRs HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH E REINFORCING r BEARING CHANGE %n1 OMITTED DOWELS n r�EBAR LAP AT FOOTING SCALE, w'.r.m• i�AT LINTEL CORNERS 1-STORY FOOTING D w BLocx wALL LLB y---��:>�- ALL EXTERIOR FOOTERS AT FINISH SLAB'S TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 A R C H I T E C T S 1 6 D@So11 Group.. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A w r7 14 O V O y 0 F O Q E. oumxV. a X101% SILVERADO LOT 41 BLK 6 "'T' 04128.000-04161 MODS 4EHB °2605-HAYDEN" GARAGE OWING - LEFT TEAGM MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPH EXP. B DR �A10/19/17 SCALM 1/4"=1'-O" gim=T ///---SECURE 2x6 MIN. TO BLK W/ (2)K' F/ ANCHOR BOLT W/ 2' WASHER SET / w n,IMcanu uvu wTOFr,r,Tu EPDXY 4' EMBED. •O SECURE 2x4 ON G I FLAT TO BLK W/ CUT NAILS. 0• SIDES: I 2x6 GARAGE DOOR BUCK W/ (3) ,S'XS' J-BOLTS 4' EMBEDMENT MIN, W/ 2'X2'A WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. I-2x6 PT BLOCK • CENTER OF DOOR HEADER W/(I)h'XB' J-BOLTS 4' EMBEDMENT W/ 2'XY'X)WASHER AND NUT G NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT UANAUL vvvx 3 BUCK ATTACHMENT SCALE 1/2'•t'-0' H q 2X4X4' SECURE TO TRU59 W/ 3-12d 6'41' OC. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-12d SECURE TO BLK W/ META-16 7 2'-0" XTENSION O 0 T S VICE DR. SCALE: I/2'•I'-0' n FRAMED OVERHANG (4 ! N.TS. �Q1NOT USED V 1 STICK BUILT WALL DETAIL N.TS. I�I�I ,I.I�I■ 1 II■II.I' III. �. . • - L ;OAF I III �y �" E RIVER'; `7��y�// F:=�Y PRE-ENG TRUSSES Ul/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN r- DOUBLE TOP PLATE CRIPPLE STUDS • 16, CC. MAX SIMPSON LOTA-12 • EA JACK STUD, BOTH SIDES OF OPENING. 2x STUDS • 16' OC. MAX W/ SHEATHING. SHEATHING TO BE WITHIN }' OF WINDOW/ DOOR OPENING AND SECURE PER fAS7ENE'NR SCHEDULE KING SD9 (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 1 NO MORE THAN 12' OC. STAGGERED SP4 OR H5 • TOP AND BOTTOM PLATES • EA FULL LENGTH STUD, BOTH SIDES OF OPENING, SHEATHING TO LAP 70 TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND TYP. EXTERIOR WINDOW/ DOOR FLR LINE. �510P WING WD FRAMED (W/FLOOR TRUSS SCALE: FASTENER SCHEDULE ROOF DIAPHRAGM USE lA6' OSB. OR 1/2' CDX PLY WITH •8 RING SWANK GUN NAILS AT 4' OC. AT SUPPORTED PANEL EDGES AND •B RING SHAWL CAN NAILS AT 6' OZ. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING i0 GABLE END FRAME USE •8 GUN NAILS • 4' OZ. EXTERIOR SHEATHING USE 1/16' OSB. OR 1/2' PLY WITH .6 RING SHANK CAN NAILS AT 6' O.C. AT PANEL SIDES AND •S RING SHANK GW NAILS 4' OL. TOP 1 BOTTOM PANEL AND'S RING SHANK GUN NAILS AT 6' OC. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHAWL GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS SIZE HEAD LENGTH DIA TENSILE STM Bd RCUND)MODIFIE 2 3/8' .113 1T0,000 TOP CORD BLOCKING AT 4' OR T O.C. MAX. N FIRST 2 FRAMNG SPACES AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRJ STAPLE, NAIL I TOOL ASSOCIATION 1. 0.113 INCH NOMINAL 9HJANIC DIAMETER ROOF SHEATHING _ p p $. I6 TO 20 RINGS PER INCH 4. 02M INCH FULL ROUND HEAD DIAMETER 9. 2 INCH NAIL LENGTH �3 ROOF SPEATPING LAYOUT BUILDING LENGTH AND ENDWALL BRACING FOR 3,45LE END FRAMING SPS • EA. STUD TOP I BOTTOM PRE-ENG TRUSSES W/TRJSS CONNECTOR UP TO gp00 UPLIFT DOUBLE TOP PLATE SIMPSON MSTA-24 • EA JACK 2xe STUDS • 16' OC. MAX W/ SWEATWWr- SHEATHING TO BE WITHIN }' 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' OC. STAGGERED WINDOW SILL W/CRIPPLES 16, O.G. VDIA ANCHOR BOLT 16, O.C. MAX WITH 1' EMBEDMENT AND 2' DIA WASHER SIMPSON M9IAM-24 • EA. JACK, SECURED W/ SPECIFIED ANCHORS 2" P.T. BOTTOM PLATE F WINDOW OPENING ® 2—STORY WALL NG SHANK GUN NAILS . 6. OL. 9 RI � BOTiOn GE6 _.� TYP. EXT. SHEATHING ATTACHMENT FOR WALL SHEATHING (Oft TO BE STRUCTURAL GRADE) NOTE: Ty , EXT. SHEATHING ATTACHMENT FOR SHEAR I UPLIFT (OSB. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REOUIED EXCEPT • OPENINGS P � o � m PI PIE 1/Ib'4MAX. 2X4 BM PLA2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. 1/16' OBB. U2' AB. W/ MIN. 7' EMBEDMENT LOCATE 6'-8' FROM ENDS AND 32' OC. MAX. TEXTURED FINISH MTS-META-16 32' OS' CMU WALL KNEE WALL DETAIL 2 0 BLOCK SCALE: V2'•1'-0' A SECURE 2. TO BLOCK W/ (2) J' TAPCONS OR DRIVE PIN (MIN SHAW SIZE .148) MIN EMBED. 1 1') ff WITHN 8' OF EACH p'p END AND 18' OC. SPACING. OSB. SHEATHING OR }' COX PLYWOOD 2x4 BLOCKS CMU WALL R¢cmr L ROUGH OPENING e-m• _ -- --- %1 ARCH WINDOW FRAME A SECTION SCALE: IR'•I'-0' C. RING BHAWC GUN NAILS • 6' O.t. N FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (OSB. TO BE STRUCTURAL GRADE) •B 2' DECK SCREWS • 6'-e' D.C. MAX • EDGES J 12' O.C. MAX IN FIELD. UNTIJREADED 'SHANK TO EXTEND BEYOND" THICKNESS OF 81J5-FLOOR SHEATHING TYP. 3/4' TKa SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE-ENG. TRUSS DBL. 2X TOP PLATE 1/16. O.SB. 2X BLOCKING • _± TOP OF 1/Ib' OSB. 2X STUDS 16' O.C. MAX. 2X BM PLATE 3/4' FLOOR DECKING PRE- ENGINEERED s FLOOR TRUSS 2X4 • TOP BOTTOM CONT. W/ (5) 12d NAILS META-16 BLK WALL 0 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK TO OSB. O HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT PERIMETER OF OS$ TO PROVIDE CCNT, NAIL PATTERN O3 REMAINING AREA TO BE SHEATHED FROM DBL TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING • TOP OF UKYiD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SWEET BELOW QS INSTALL ALL SHEETS WFACE GRAIN PARALLEL TO STUDS 9 EXT. WALL SHEATHING SCALE: IlY.I'-0' A R C N I T E C T 6 Design GrourO. . 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.com AA R: 0003326 E: d y 0 V O V y O A Stnmrv. de MI SILVERADO LOT 41 BLK 6 PROJECT# 04128.000- 04161 HQDELc 4EHB "2605-HAYDEN" GARAGE 9WMG: LEFT PAGE: MISC. DETAILS 150 MPH EXP. B ARCHITECT STATE OF FLONDA 17 F10/19/17: 1/4"=1'-0" D 2 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON a' OS.B. SHEATHING OR �' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS '.T. IX2 W/ MTL, DRIP EDGE 2x4 OR 2x(o 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 - CONSTRUCT SEE ENERGY CODE FORMS :OR INSULATION R-VALUES ' GYPSUM BOARD OR J' HIS )TRENGTN CLG. BOARD :ONC. FILLED LINTEL BLK W/ 1) "5 REBAR CONTINUOUS 'RECAST LINTEL iEE ENERGY CODE FORMS OR INSULATION R-VALUES )INDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) "5 REBAR VERTICALLY W/ CONIC, POURED CELL Ix2 P.T. FURRING STRIPS m 16' O.G. S' CMU 1/2' GYP. WL. BD. WOOD BASE 1—STORY 1 BLOCK WALL SCALE: 3/4' = I'-O' 1/1( ' O.S.B. OR f CDX TYVEK BUILDING WRAP FORTIP15ER BLDG PAP GALv'D MTL. LATH 1/8' TEXTURED FINISH e WOOD YB' TO %, MID WALL WEEP SCREED zQ J -8" CMU -5/8' TEXTURED FINISH m MASONRY WEEP SCREED -� DETAIL C) WOOD TO BLOCK CONNECTION f SCALE: 11/2'=I'-O' 8 NOT USED IBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R905.2.1 ON 2' 0.5.B. SHEATHING OR J' 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 ENS. FOR SIZE 4 CONDITION.) O.S.B. SHEATHING OR j' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER 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.C. MAX 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRL IS PRESENT I PRE-ENG GABLE TRUSS 2x4 NAILER CONT. 2x4 RAT RUN SECURE m' W/ (2) 12d's a EACH TRUSS TYP. TO BE INSTALLED 9 MID. o. a. POINT OF TRUSS SPAN, OR 10'-0' O.C. MAX. SECURE 2x6 PT. PLATE TO BLK W/ j'xV ANCHOR BOLT W/ 2" WASHER SET IN SIMPSON IF HIGH STRENGTH EPDXY -I' EMBED. MIN. Q 32' CC MAX. %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED w DIRECTLY TO MASONRY f a- �o 8' CMU H' DRYWALL 1'X4' OR V>12' P.T. NAILER OR MIN. SECURE 1,4 PJ cu ❑ FRAME TWRAME 4 4 EXTEND I INTO BLOCK W/ V TAPCONS OR DRIVE PIN (MI K WANK .145 LEAD SIZE _300 ❑ MIN EMBEDMENT 1-Y' WITHIN S' OF EACH END 4 IS' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +3/4 OR +5/4 A WINDOW TO BLOCK +3 4 OR +5 4 SCALE: I'.I'•0' 2X4 IZI SECURE TO BLOCK W. U.' TAPCONS OR DRIVE PIN MIN SWANK SIZE .We MM. HEAD SIZE 300 MR EMBEDMENT OVA') WITHIN S' CF EACH END 4 IS' O.C. MAX SPACING. 2X6: CEM SECURE i0 BLOCK W!1•i(.' SECURES OR DRIVE PM (MIN SHANK SIZE J45 ❑ MIN HEAD SIZE 300 MIR EMBEDMENT IY') WITHIN B' OF EACH END 4 ID ' O.C. MAX SPACING. 8' OMU 2X8, ® M' DRYWALL SECURE TO BLOCK =-i{' TAPCONS OR DRIVE PIN 1'x4. OR I'x2' P.T. NAILER (MIN. SHANK SIZE JO DOOR CASING MIR HEAD 616 Jk70 DOOR JAMB OR WINDOW MIR EM3EDFENi I Y.') ATTACH TO 2X PER 0 1 e' O: EACH END WOO. MAX SPACING. 4 1"IANUPACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-1/2" B WINDOW TO BLOCK +1-1 2" SCALE: P.P.. 1—STORY GABLE 1A BLOCK WALL SCALE: 3/4' =1' - 0' SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 1' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD GONG. FILLED LINTEL BLK I (1) "5 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U "5 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS ® 16' O.C. 8' CMU I/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN OVER 030 FELT PAPER TRUSSES WHERE 'X' BRACING INSTALLED PER FBCR / IS PRESENT RS05.2.1 ON SHEATHING OR I' CDX PRE-ENG GABLE TRUSS PLYWOOD SECURED PER FASTENER SCHEDULE ij12d's CONT. 2x4 RAT RUN SECURED W/ (2) P.T. Ix2 W/ MTL. DRIP EDGE * EACH TRUSS 2x4 OR 2x6 SUB-BAND-J TO BE INSTALLED 6 MID. POINT OF PER ELEVATIONS TYP. TRUSS SPAN, OR 10'-0' O.C. MAX. VENTED ALUM. SOFFIT °H SEE ENERGY CODE FORMS FOR INSULATION R-VALUES STIFFBACK (SEE SEALED j' GYPSUM BOARD OR J' TRUSS ENS. FOR SIZE 4 HIGH STRENGTH CLG. CONDITION.) __ BOARD 0.5.5. SHEATHING OR }' 2x4 NAILER CDX PLYWOOD. ATTACHED 2x4 s 24' D.G. s INTERIOR PER FASTENER SCHEDULE KNEE WALL ON SHEET D5 1/8' THICK, 3 COAT - CONC. FILLED LINTEL BLK W/ PORTLAND CEMENT PLASTER (1) "5 REBAR CONTINUOUS OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER PRECAST LINTEL JUMBOTEX GRADE 'D' WINDOW ATTACHMENT AS PAPER OVER TYVEK PER MANUFACTURES BUILDING WRAP (REFER TO SPECIFICATIONS STUCCO SPECS FOR COMPLETE INFORMATION) PRECAST SILL WEEP SCREED (1) +B REBAR VERTICALLY (SEE DETAIL 2) W/ CONIC. POURED CELL SECURE GABLE TO 2x6 P.T. Ix2 P.T. FURRING STRIPS PLATE W/ 12d's 8' O.C. MAX 0 1&' O.G. SECURE 2x6 PT. PLATE TO BLK W/ %'x9' ANCHOR BOLT 8' CMU W/ 2' WASHER SET IN SIMPSON I/2' GYP. WL. BD. HIGH STRENGTH EPDXY 1' WOOD BASE EMBED. MIN. ® 32' OC MAX. 5THICK, 3 GOAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY w �o 1—STORY GABLE W/ VAULT CLG. Uj_Bp_� BLOCK WALL SCALE: 3/4' =1'-0' NOTE: PER FBCR 905.2.1 - 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 D22ro TYPE II, ASTM D 48Fi9 TYPE Iv, OR ASTM D ro151 2X4: CM 2X4: ® 2X4: CEO SECURE TO BLOCK W' SECURE TO BLOCK W/ V.- SECURE TO BLOCK W//4'TAPC245 OR DRIVE PM TAF'CONS OR DRIVE PM TAPCONS OR DRIVE PIN (MIR SHANK SIZE .145 (MIN. SHANK 812.E .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y.') WITHIN 8' OF EACH END MIN. EMBEDMENT I Y.'1 WITHIN B' OF EACH END 4 MIN EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 le, O.C. MAX SPACING, B' Or— MAX SPACING. IS' O.C. MAX SPACING. 2X6: ® SECURE TO BLOCK W/JrN OR DRIVE PM NOTE: STRUCTURAL 1 2X MUSTREO RE OUTSIDE SECURED 2X6:CEO SECURE TO BLOCK WR-j(.' DRIVE PM ❑ NOTE: RAL 2X MUST 2x6: ® SECURE TO BLOCK LLVI-V4' OR DRIVE PIN ❑ (MRTAPOONS (MIN. SHANK SIZE .145 THROUGH TFtlRTAPC NON-STRUCTURAL (MIN. SHANK SIZE K (MR SWANK OUTSIDE OUTSIDE 4 SECURED (MIN. WANK SHANK SIZE .145 MIN. HEAD SIZE 300 ij.' TAPCON MIN. I-Y.' MIN HEAD SIZE 'q 0 TEffHROUGH OU THRCUGN NON-STRUCTURAL MIR MRL HEAD SIZE 300 MIN. EMBEDMENT I W) EMBEDMENT INTO BLOCK MIN EMBEDMENT I Y.') i(.' TAPCON MIN I-V MR EMBEDMENT I Y,') WITHIN S' OF EACH END ( e. R111 WITHIN e' OF EACH END 4 EMBEDMENT INTO BLOCK WITHIN B' CF EACH END 4 0. O.C. MAX SPACING. A* DRYWALL W O.C. MAX SPACING. e, CI'41 IB' O.C. MAX SPACING. 2XS. ® 1'X4. OR I'X2' P.T. NAILER 2X8: ® DRYWALL 2XS: ® TSAPCONS OR DCURE TO R VE PM X.' CAB. x 4' MIN. TTAAPc" CR DRIVE PCURE TO BLOCK M 1'X4' OR 1'X2' P.T. NAILER I' BLOCKCURE TO TAPCONS OR DRIVE PIN 4• (MIN. SHAW SIZE J45 DOOR CASING (MIN SHANK SIZE .140 DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE me DOOR JAMB OR WINDRW MIN HSIZE 300 DOOR JAMB OR WINDOWEAD MIN HEAD SIZE 3I 0 EMBEDMENT I EN ATTACH TO IX PER MR. EMBEDMENT I Y.') ATTACH TO 2X PER MIN. EMBEDMENT I Y.') WIT WITHIN 8' OF EACH END IB' O.C. MAX SPACING. MANUFACTURES DETAILS. N w OF is O e' OF EACH END IB' O.G. MAX BPACRJG. ATDETAILS. WITHIN 8' OF EACH END 4 B' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +1-15/16" 6. WINDOW TO BLOCK +1-15/16' SCALE: 2X4: cm SECURE TO BLOCK W( %' TAPCONS OR DRIVE PM (MIN. SHANK SIZE 30 MIN HEAD SIZE 300 MIN. EMBEDMENT I V) WITHIN S' OF EACH END 4 IS, O.C. MAX SPACING. 2X6: CEIM SECURE TO NOTE: MUST TAPCOL4 OR DRI VE PM OUTBIDSTRUCTURAL7X RED Be ON OUTSIDE 4 SECURED MIN SHANK SIZE AS THROUGH NON-STRUCTURAL MIN HEAD SIZE 300 %' TAPCON MIN 1-Y.' MIN EMBEDMENT IV) EMBEDMENT INTO BLOCK WITHIN 8' CF EACH END 4 8: cm IB' O.C. MAX SPACING, Y' DRYWALL ® SECURE TO BLOCK W2-N(.' I'X4' OR I'X2' P.T. NAILER iAPCONS OR DRIVE PM I' P.T. X 4' MIN. MIR SWANK SIZE Ab DOOR CASING 3 MM. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y.') ATTACH TO 2X PER WITHIN S' OF EACH END 4 18' O.C. MAX SPACING, MANUFACTURES DETAILS, NOTE: OHM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +2 1/4" D WINDOW TO BLOCK +2 1 4" SCALE, NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED)',') DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" SCALE, 2X4: CO SECURE TO BLOCK W/ TAPCONS R DRIVE PM O (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT OW) N WITHIN e' CF EACH END 1 B' D.G. MAX SPACING. NOTE. STRUCTURAL 2X MUST BE ON OUTSIDE (OECURAD TW THROUC HNON-STRUCTURAL 2X6: ® �(.' TAPGON MIN. Imo• SECURE TO BLOCK W/2-%' EMBEDMENT INTO BLOCK TAPCONS OR DRIVE PIN (MIN SHANK SIZE .We ❑ S' CN'lJ MIN. HEAD SIZE 300 Y' DRYWALL MIN. EMBEDMENT I Y.'1 WITHIN S' OF EACH END 4 1'X4' OR OW P.T. NAILER W O.C. MAX SPACING. 2ND 2x SECURE TO 2X8: ® STRUCTURAL MEMBER W/(2A: SECURE TO BLOCK W/2 4%' WITHIN S' CF EACH END 4 6' TARCONS OR DRIVE PIN TO 8' OL. MAX (MIN. SHANK SIZE J45 DOOR CASING MIR HEAD SIZE 300 DOOR JAMB OR WINDOW MIR EMBEDMENT IV) ATTACH TO 2X PER WITHIN It OF EACH END 4 MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4' ) DOOR JAMB TO BLOCK +3" ri,1 WINDOW TO BLOCK +3" 1SCALE: I'.I'_0• NOTE: STRUCTURAL 2X MIST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 1/6' TAPOON MIN. I-V EMBEDMENT INTO BLOCK 8• CMU )5' DRYWALL I'X4' OR %O' P.T. NAILER x.' O.Sa X 4' MIN. DOOR CASING DOOR JAMB OR WIND ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4' ) DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" v % SCALE: V.F-0' 2X4: CM SECURE TO BLOCK WA'i TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 IB' O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/I-V4' TAPCONS OR DRIVE PIN NOTE, STRUCTURAL 2. MUST (MIN. SHANK SIZE J45 BE ON OUTSIDE 4 SECURED MIN HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN EMBEDMENT I )'4') il.' TAPCON MIN I-Y' WITHIN 8. OF EACH END 4 EMBEDMENT INTO BLOCK IS' O.G. MAX SPACING. S' CMN 2X8, ® 4 )Y DRYWALL SECURE TO BLOCK tUA-1/4' TAPCONS OR DRIVE PIN I'X4' OR 150' P.T. NAILER (MIR SHANK SIZE J45 I' P.T. X 4' MIN MIR HEAD SIZE 300 DOOR CASINGMREMBEDMENT I), WITHIN e' OF EACH END 4 DOOR JAMB OR WINDOW IN 10' O.C. MAX SPACG. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" H WINDOW TO BLOCK +3 3 4" SCALE, A R C N IT E C T t 6 sign Grou IR.. L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA HY: 0003325 w y 8 N x 0 0 N 0 e L8UBDIrv. e. r .01 rVERADO OT 41 LK 6 P3od=T/ 04128.000-04161 "DDSU 4EHB "2605—HAYDEN" GA1tA03C 8WDFG: LEFT PALM MONOLITHIC 1—STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCHITECT: DA� 10/19/17 BCALlk 1 /4"=1'- 0" N*EIMT 3 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R90521 ON �.' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS — O.S.B. SHEATHING OR I' — CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5. -I/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFISER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. 'D TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 IS FOR WALL SHEATHING NAILER) FASTEN EACH 2x4 RIBBON W/ (5) 12d NAILS -@ EACH TRUSS. BTM. RIBBON TO BE P.T. - WEEP SCREED (SEE DETAIL 2/D3) EMBED, STRAP VERIFY W/ TRUSS PLAN 5/e' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY FIRST FLOOR BLOCK SECOND 1 FLOOR FRAME SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM 50ARD OR HIGH STRENGTH CLG. BOARD TWIST STRAP VERIFY W/ TRU65 PLAN WINDOW ATTACHMENT AS PER MANUFACTURES — SPECIFICATIONS WINDOW SILL 2x STUDS * 16' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' T t G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) 9' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) "5 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS Is 16' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON 2' O.S.B. SHEATHING OR #• CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUS -SAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK (SEE SEALED TRUSS ENG, FOR SIZE 6 CONDITION) — SECURE 2x4 PLATE TO WALL W1 i'x6' THRU-BOLTS 0 32' O.G. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 8' O.G. MAX OR SECURE GABLE TO DBL TOP PLATE W/ 5IMP50N HTC4 10 24' O.G. MAX — WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS — O.S.B. SHEATHING OR J' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 — 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. * TOP AND BT. OF- FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 IS FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS 0 EACH TRUSS. BTM. RIBBON TO BE P.T.— WEEP SCREED (SEE DETAIL 2/D3) — EMBED. STRAP VERIFY W/ TRU56 PLAN— Na' THICK, 3 GOAT PORTLAND CEMENT PLASTER APPLIED — DIRECTLY TO MASONRY 2-STORY GABLE FIRST FLOOR BLOCK SECOND� FLOOR FRAME 1 ri SCALE: 3/4'.I'-O' 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d'e w EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 1' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS 6 16' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-vALUES J' T 4 G SUBFLODR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG, SPECS) J' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) S REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL CU S REBAR VERTICALLY W/ CONC. POURED CELL k Ix2 P.T. FURRING STRIPS A 16, D.C. I 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R905.21 ON J' D.S.B. SHEATHING OR s' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT 1,0000 UPLIFT — CONNECTOR 2x8 SYP 02 — DEL TOP PLATE WALL SHEATHING 2x8 SYP 02 — WOOD STUDS AT 12' D.G. MAX 2x8 P.T. SYP *2 SOLE PLATE 05 REBAR m 16' O.C. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN. SEE ENERGY CODE FORMS FOR INSULATION R-vALUES z w SQ z� _j N V � WALL SECTION — �I WOOD FRAME TO j_ LOCK WALL SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD SIMPSON SP2 ® EA. 2X8 STUD J' DRY WALL I' DIA ANCHOR BOLT AT I6' O.C. MAX WITH -I' EMBEDMENT AND 2' DIA. WASHER SIMPSON SPI ® EA. 2X8 STUD (1) COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (1) «5 REBAR HORIZONTALLY PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES Fll SPECIFICATIONS FTX /—PRECAST SILL 9// lx2 P.T. FURRING STRIPS 0 16' O.G. 8' CMU 1/2' GYP. WL. BD. (1) 04 CONTINUOUS REBAR WOOD BASE 04 REBAR 46' LONG MIN. 24' IN SLAB OC I4r,6 4' CONC., REINF. W/ ro v6 WI.4XWI.40 WWM ON -MIL POLY vETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE (3) S REBAR ON CHAIRS 2x STUDS 0 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ' T 4 G 5U5FLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE to O.S.B. SHEATHING OR ¢' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET OS 1/6' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER ON FORT FIBER JUMBOEXL LATH GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO 2x STUDS A 16' O.C. MAX W/ INSUL., SEE ENERGY GODS FORMS FOR INSULATION R-VALUES J' T E G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE NOTE: PER FBCR 9052.'I -FOR ROOF SLOPES 2:12 70 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 4869 TYPE IV, OR ASTM D 615� EXTERIOR WALL STUDS (WALL SwEATNING NOT 6WOUN FOR CLARITY) FASTEN STUDS TO BLOCK WALL F ST.�R AASSSW NTRINSTALL STRAP • EA- ENO (URO) A SPACE e� ASMPW LLO - PLACE STENED SPACED AND FASTENED A8 SHOWN WITH ONE ADDITIONAL STRAP AT EACH wINDow KING SruD MIN (W) Ind COMMON NAILS MTO STLID 1. DIA X I W LONG) 3/4' T 4 G 5U5FLOOR GLUED STUCCO SPECS FOR COMPLETE AND SCREWED A5 PER -ISH n 0 MP'° 32. Oc INFORMATION) FASTENER SCHEDULE ON k -ISO MPN 8', 4a' O.C. -i40 MPH 'C' 4e• oa. 2x4 CONT. a TOP AND BT. OF SHEET D2 TOP OF STUD WALL FOR TRUSS (TOP 2x4 SUPPORTS _ SOLE PLATE BT PLATE OF 2ND FLR, BTM. 2x4 FILL ALL REMAINING STRAP HOLES W) Wd NAILS INTO PRE -ENG FLOOR TRUSS 15 FOR WALL SHEATHING NAILER) PRE FLOOR TRUSS FASTEN EACH 2X4 RIBBON W/ '�D BACKING FASTEN EACH 2X4 RIBBON W/ (5I (5) 12d NAILS 0 EACH TRU55. DO NOT PLACE SCREW IN SIMPSON HETA-fro EMBED. TM 12d NAILS . EACH TRUSSB. ' GYPSUM BOARD OR }' BTM. RIBBON TO BE P.T. TOP OF T HOLE NEAREST TO TOP TOP STRAP � 32' D.G. MAX VERIFY RIBBON TO BE P.T. HIGH STRENGTH CLG. _ _ �A_66RR WALE � CMU BLOCK WALL W/ TRUSS PLAN WEEP SCREED BOARD PRE-ENG FLOOR TRUSS STRAP roc�MTuTOMOFu-cwAu 14T, (SEE DETAIL 2/D3) (INSTALL PER MFG. SPECS.) - - IO DIA.xOC 1) ' GYPSUM BOARD OR }' EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK W/ CMU BLOCK WALL LOW, TAPCON MASONRY SOPMUS HIGH STRENGTH CLG. BOARD W/ TRUSS PLAN (1) 05 REBAR CONTINUOUS GONG. FILLED LINTEL BLK W/ %' THICK, 3 COAT 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 2A SCALE: 3/4'=I'-0' 3 SCALEINrb SCALE: 3/4'= I'-0' • s e u i r e e r e 6 Design Group" L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.00m AA #: 0003325 w y w x a c F 0 2I I am,m ae Lotil SILVERADO LOT 41 BLK 6 PROJMT# 04128.000-04161 MODZl.c 4EHB "2605— HAYDEN" OA %AOI7 DITMO: LEFT PAOM MONOLITHIC 2—STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCHITECT: STATE OF FLORIDA 6 % ' , .- DAM 10/19/17 SCALM 1/4"=l'-0" Bila.'R'1' D 4- PRECAST MADEWMIN) 2 X 4 (MIN 2 X 3) I-3/16 TAPCON OR DRIVE PIN (MIN SHANK SUB.HS MN HEAD SIZE MW MN EMBEDMENT 11/4') S' FROM EACH END AND IS' Q' OC. MAX MIN 1-1/4'EMBEDMENT .2 2 X 6 (MIN3 X 3) 2-3/16 TAPCON mi OR DRIVE PIN (MIN SHANK SIZE.146 w- MIN BEAD SIZE 900 MIN EMBEDMENT I VIA') FROMEAC44 END AND IS. O.C. MAX MN 1-1/4' EMBEDMENT 2 X 8 MN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MN SHANK SIZE,149 MIN HEAD SIZE 300 2x4 SOLID DLOGKNO MIN EMBEDMENT 1 1/4') SECURE TO 9NEATHNG W/ S' FR71-I EACH END AND b' MIN. 2-Qd PER DLK EA END OC. MAX. MIN 1-1/4' EMBEDMENT 1/16' 065 SHEATHING CMNU WALL ARCHWAY DETAIL DBL. TOP PLATE 2X4 16' OC, MAX SECURE 2X4 TO WOOD W2-12d a 6'-8' O.C. STAGGERED PIN (MIN SHANK SIZE op J45 MIN. HEAD SIZE 3" MIN E BDEDME T IV UVINN ARCHWAY EXCEED IS' OC. MAX 2X4 SOLID DT. PLATE BLOCKING SECURE 1/2' PLYWOOD. TO 9HEATWM WITH OR 1/16' 09B MIN2-Ud PER ELK eA END 3 EXTERIOR ARCHWAY SCALE: IR'•1'-®• lO. 14,; OSB, OR Ij PLYWOOD SHEATHING 0 W SLOG. FELT O3 24' WIDE 26 GA, GALVANIZED METAL FLASHING O MUST ADD D610, 36' WIDE AND AND MUST BE A MN 24' WIDE METAL. ® FIBERGLASS SHINGLES TRJBS I/2' CLB G. OARD 4 TEXT. SIMPSON SP4 2X4 DBL. TOP PLATE • 92' OL. j[12'DRYWALL 2X4 WOOD STUDS •16' OC„ UND. ON TRUSS PLAN 2X4 CONT. STRESS BLOCKING MID -WALL 2X4 PT. PLATE SIMPSON SPA 32' OC. MAX /1'X9' AB. 32' Cr. LONG. SLAB 2 4'N CONi. 1-STORY rryy INT, BEARING WALL r SCALE l/2'.I'-0I/2'.I'-0' NOTE, FOR WALLS WINO UPLFT OR WAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. 91MPBON - eP4 a 32' OL. DBL. TOP PLATE 2X4 I6'OC. MAX. SECURE 2X4 W/ 2-%' vili TAPOONS OR DRIVE PIN (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MN EMBEDMENT I, W/N B' EA. END NOT TO EXCEED BT Is, OC. MAX BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d ERA END EXTERIOR ARCHWAY PRECAST HEADEWMIW 2 X 4 (MN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') S.FROM EACH b END AND ' O.C. MAX. MM 1-1/4' EMBEDMENT 2 X 6 MN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 61ZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT I V4') 8' FROM EACH END AND B' MAX MIN I-V4' EMBEDMENT X 0 2 8 MIN 2 X 3) 2.3/I6 TAPCON OR DRIVE PIN (MN SHANK SIZE.145 MIN HEAD SIZE 300 1/16' OSB SHEATHING - MIN EMBEDMENT 11/4') 2X4 b' OC. MAX S' FROM EACH END AND W (WHEN OVER Ya' N HEIGHT) O.C. MAX. MN I-1/4' EMBEDMENT 2X4 SOLID BLOCKING - SECURE TO SHEATHING W/ MN. 2-12d PER ELK EA END DOUBLE TOP PLATE 2.4 CONTINOUS STRESS ELOCKNG MID WALL 2x4 STUDS a *'OC. MAX, U.ON. 9' T 1 G SUBPLOOR GLUEC AND 6CPMUED AS PER FASTENER SCHEDULE 1ST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 a 32' O.C. MAX PRE -ENO FLOOR TRUSS DOUBLE TOP PLATE 2x4 CCNTINOUS STRESS BLOCKING MID WALL 2x4 STUDS a 16' OL, MAX, UON. V2' GYP. WL. BD. SECURE BT. PLATE TO SLAB W/ }'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY1' EMBED. MIN. SIMPSON SPA a 32' OL. MAX 8 INT. 2-STORY LB.W. SCALE: IR'.I'-0' ARCIJWAY DETAIL 4 16 AND UP SCALE. 1/2'•I'-0' PRE-ENG TRUSSES OR CONV. FRAMED RAFTERS 1}' O.S.S. SHEATHING OR }' CDX PLIYUIOOD SECURED PER FASTENER SCHEDULE 2.4 BLOCKING UNDER WALL STUDS SCURE BETWEEN TRUSS BAYS W/ (3) 12d'e EACH END 2x DOUBLE TOP PLATE STUDS a 16, oz. MTS-12 a EVER STUD 2X4 ST. PLATE DORMER 9 ATTACHMENT SCALE: I/2'•I'-0' DBL. TOP PLATE BEaIIYE 2 X RIP TO FIT W/2-12da 6'-a. O.C. MAX. T/8' TEXTURED FINISH 1/16- Dee SHEATHING 2 X 4 16. OL. MAX (WHEN OVER 16' IN NIEGHT) 2 X 4 (WHEN OVER 16' IN WIEGHT) 1/4'TEMPERED MASONITE GLUE 4 NAIL W/Sd'$ S'-12' OC. IF NEEDED. 2 X SOLID BLK'G a ARCH SECURE W/2-12d EACH END ATTACHMENT PER MAKFACTURER'8 SPECS. MTL YAW FRAME -NOTE, NO GAP a YAW FRAME TO EXCEED 1/4' ARCHWAY DETAIL A CUTAWAY SCALE: V2'•I'-0' 2 X 4 (MIN 2 X 3) 1.3/16 TAPCON OR DRIVE PIN (MN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT I V4') S' FROM EACH END AND IS' EXISTINGBLK ADV. OrMAX MINE-1/4' EMBEDMENT 1/4' TEXTURFD FINISH 2 X 6 (MIN 2 X 3) 2.3/16 TAPCON 1/W TEXTURED FINISH OR DRIVE PIN MIN SHANK SIZE.HS MN HEAD SIZE 300 1/16, OSB SHEATHING MIN EMBEDMENT 1 1/A') W FROM EACH END AND 18' 2 X 4 16' MAX. O.C. MAX MIN 1-1/4' EMBEDMENT (WHEN OVEERR' IN MIGHT.) x 4 (WHEN OVER ER 16' 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON I6' IN HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.145 2 X SOLID BLKG a ARCH MIN HEAD 917E 300 MIN EMBEDMENT 1 1/4') SECURE W/2-12d EACH END $'FROM EACH END AND B' ATTACHMENT PER OC. MAX MIN 1-1/4' EMBEDMENT MAN FACiURERS SPECS. MTL U.DU FRAME 1/4' TEMPERED MA,SONITE 'NOTE: NO GAP a UAW FRAME GLUE 4 NAIL W/9d'S W-IV OC. TO EXCEED 1/4' P NEEDED. ARCHWAY DETAIL �1 CUTAWAY ROOF TRUSS UPLIFT CONNECTOR NOT SHOWN FOR CLARITY (SEE SHOP 011Xs5.) EXTERIOR WALL SHEATHING (SEE NOTES) FASTEN EACH STUD TO DBL. TOP PLATE UP USP 5PT24 NAIL PER MANUF. SPECS. SECTION AT TOP OF EXTERIOR WALL 6 SCALE: NT5 ASPHALT SHNGLES OVER 30 FELT ON 1/16' O.SB. PRE-ENG GABLE TRUSS $PF STIFFBAC4K (SEE SEALD ENO. PACK FOR SIZE 4 CONNECTION) 2.4 SPF BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING 18 PRESENT CONT, 2x4 RAT W1 (2)12d. RUN ' SECURED W/ a a EACH TRUSS (2) 2x4 4 S.Y.P. DIAGONAL BRACE W/ (3) 12d'4 • EACH TRUSS (DIAGONAL X-BRACING TO COVER 5-TRUSSE6 A' GYPSUM BOARD OR }• NIGH STRENGTH CLG. NOTE: BOARD DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE a ANY $PAN D'-0' OR GRATER REPER TO TRUSS ENG FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-0' (1) X-BRACE 30'-1' TO 60'-0' (3) X-BRACE (U X-BRACE a CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END 10 GABLE X-BRACING SCALE: I/2' • I'-0' 2. RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3)1241 NAILS OR MIN (4) 10d GUN NAILS 1.6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4)10d GUN NAILS 2x RAFTERS NS NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3110d GUJ NAILS a EA TRUSS RAFTER TO Tn8U88 MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE-ENG TRUSSES PRE -ENO. TRU98 o CONV. FRAMED ROOF 1 V SCALE: V2'.I'.0' 0'-0' TO 30'-0' (1)'X' BRACE 30'-1' TO 60'-0' (3)'X' BRACE 0 'X' BRACE a CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER 30 FELT ON 1/16' O.SB. (2) 2X4 -1 SYP DIAGONAL BRACE -� W/ 3-12d a EA TMJ58 ( DIAGCNAIL BRACE TO COVER 5-TRUSSES 2x4 BLOCKING WHERE 'X'BRACING IS PRESENT (2) 10d NAILS EA END TO TRUSS 5" STFFBACK (SEE SEALD ENO. PACK FOR SIZE 4 CONNECTION) 1/16' 036 SHEATHING USE ed NAILS AT 4' oc. EDGE 4 6' 04:. FIELD OR SI / 3/8' XM85TA•24 �332'OOLI SHEATHING NAILING TO BE I 6' O.C. IN FIELD 4' OC,eALL EDGES W/Sd NAILS TRUSS 24' oc. 1/2' CLG. BOARD NAIL CONT. RAT RUN 70 TRUSS W/ (2) 12d a EA TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD W' OC. MAX. n2-STORY GABLE END CROSS BRACING SCALE: 1/2'•I'-O' • IYI5 UPLIFT SIMP50M 14TSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCO48 TO CCNT POURED LINTEL • 2350 UPLIFT (2) SIMIPSOM NT&'120 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WAV 10d TO TRU98 AND (4) 1/4' x 2 1/4' TAPCONS TO CCNT -POURED LINTEL PRE -ENO TRUSS CONTINUOUS BOND BEAM T; TAP CONS MIN. 2' COVER 2' APART g4RUSS ANCHOR RETROFIT N.T. 12 _Z FINISH a LANDING 3/4' PLYWOOD FF. = z:r I — � y: —� DBL 2X6 1 3/4' PLYWOOD WITH LANDING DETAIL 4 COMMONS NAILELED 7HRU 3/4' PLYWOOD INTO FINISH m LANDINGS 3/4- PLYWOOD F.F. , \ EACH STRINGER 3-2x12 SYP STRINGER I DBL 2XI2 REINFORCED W/2X4 SPFOR JOIST W/CONT. BEAD OF SUB -FLOOR ADHESIVE FL-400 OR SIMILAR o EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3)08 3' SCREWS A EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING NOTE: STAIRS RISERS TO CONFORM TO FBCR 5THI EDITION (2014) MIN. TREAD 10', MAX. RISER 1-3/4' 3/I6' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/6' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' H-1/4' OR PROVIDE EQUIVALENT GRASPAB I L I TY WINDERS- MIN. h' WIDE o NARROW END MIN. II' WIDTH 9 12' FROM NARROW END 34' MIN. HANDRAIL HGT. I 3r0" MIN, FINISH 7�—._ WINDER DETAIL LSS THAN 4' 1\�Wel ETWEEN SPIA r To F1T IXS RISER (3) 10d CUT NAILS m 2X4 P.T. SLEEPER INTO SLAB — HAND RAIL 1/2' DRYWALL IXIO TRIM -I' NOSING TYP. v X M Q 3 STAIR SECTION DETAILS SCALE: 3/4' e I'-O' • a r u N r e e r a Design Group" 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-774 4078 www.abdesigngroup.00m AA X: 0003325 W i a V O y O F O -FF"- enuumv. ae 7407 SILVERADO LO T 41 BLK 6 PROMCT* 04128.000-04161 3WDlle 4EHB "2605— HAYDEN" GARAGM OWNING. LEFT PAGl2 MISC. DETAILS 150 MPH EXP. B ,001 ARCHITECT: f 2 p mm 10/19/17 SCAXJb 1/4"=l'-O" 8*13m T JLl 5 PRODUCT APPROVAL LISTING -SHINGLES -STANDARD I PRODUCT APPROVAL LISTING I - EXPIRATION DATE FL 10446-114 SIMPSON STRONG -TIE CO STRUC' COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 30447-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 30456-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 17236-112 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244-R3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17243 FL 17241 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244 FL 6223-112 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 7473-R6 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR 12/31/2018 FL 12019-R5 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR 3/2/2020 FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR 7/31/2019 FL 14039-112 PLYGEM SINGLE HUNG 2014 FBCR 7/31/2019 FL 14634-112 PLYGEM SLIDING GLASS DOOR 2014 FBCR 7/31/2019 FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR 7/31/2019 FL 14253-113 PLYGEM FIXED GLASS 2014 FBCR 7/31/2019 FL 15217-114 MI WINDOWS & DOORS SINGLE HUNG 2014 FBCR 12/31/2017 FL 13349-R4 MI WINDOWS & DOORS SLIDING GLASS DOOR 2014 FBCR 12/31/2017 FL 15333-112 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 5678-113 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5684-R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 15279-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5891-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR 12/31/2018 FL 10758-R6 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR 04/13/2018 FL 10477-R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13192-R4 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13223-R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13265-112 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 4103-RB TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR 12/31/2018 FL 7006 R9 IKO SHINGLES 30 YEAR 2014 FBCR 9/6/2021 FL 158-R8 CASTCRETE STRUCTURAL LINTELS 2014 FBCR 9/11/2018 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 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORI DABUILDING.ORG CONTROL DATE: 09/26/201 AIICN IT6CTs-I 6 Design Grou .n. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003325 F y a c 0 FJ sLTsniv ae LiOT. SILVERADO LOT 41 BLK 6 PROJECT 04128.001-04161 xoaEL. 4EHB "2605-HAYDEN" GARAGE 8WWQ: LEFT PARSE: PRODUCT APPROVAL LISTING 150 MPH EXP. B Dw 10/19/17 8CALJC 1/4"=1'-O" >lsEem D 6 REFORMED CONTROL JONT- .ANGE OF CONTROL JOINTS TCJ E WIRED TIED TO LATH • S' C. MAX (VERT.). NOTE, DO )T FASTEN CONTROL JOINT TO 4LL EVEN IF STUD EXISTS EYONID EXCEPT STAPLES W/ LEG MAY BE USED TO TEMP. .CURE CONTROL JOINT JRNG INSTALLATION —� I.4TENERS TO BE SPACED 1' O.C. MAX VERTICALL77 I H SHALL NOT CONTINUOUS / roe• IG le -TO Is' I j' THICK 3 COAT CEMENT PLASTER UIRB LAYER Fl, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED -l' (VERY.) O.C. MAX AT SUPPORTS U1R6 LAYER 01, STUCCO WRAP WOOD SHEATHING ?D AT EACH SIDE. PROVIDE 2X4 BLOCKING .R ASTM CI063 PLACED FLAT MAX. W TO S' D.IA c \ FIOM CONTROL JOINT WHEN CONTROL JOINT FALLS ON O 9TRICTURAL STUD 'AWENERS FOR LATH TO BE NAILS OR APLES N COMPLIANCE W/ ASTM C1063 — WIRE TIES TO BE (NO. IS) 0ID415' WIRE / BLOCKING SHOWN MAY BE IN ADDITIa/ \ WALL STUDS REQUIRED PER PLAN / "M" TYPE CONTROL JOINT OL BOLD RAll41tD • Pt. A gpow O I— PDMI® e PC. A Z CREASE . PT. e 3 CREASE . Pr. C DRP EDGES OVERLAP S', EXTEND Al- CELOW — 6 EATHlYa. F CHANICAL.LT FASTEN 4' OC. MAX OL BOLD SAILARD a R. A 1 crsEAeE • Pr. e FOLD ® A- OLFOLD — — PT.A 2. CREASE a PT, e s. CREASE . PT. C 4. FOLD PT. C ID vt M. e TILL PT. C TCWDlS eOTTQM FLANGE eOTTQ® FLANGE WATER TIGHT SEAL FOLD. QQ a' THICK, 3 COAT CEMENT PLASTER (RVJE), 112' 2 CDAT cerew PL"TER (011) URPS LAYER -2, FORTFF15ER BUILDING PAPER (IR41E aaY) WRB LAYER 4, STUCCO WRAP (FRME ONLr) NOTE, APPROVED BUILDW. WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) a 6- • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE nET {X X X X� I LATH VERTICAL LAP TO BE I' METAL LATH WRB LAYER STUCCO WRAP .• nw FaPeR LAP rsElow or.L��. / WRIB LAYER -2, \BUILDING PAPE�TIFIBER/ ,III 2TAPER DSCALE: I V2'.I'-0' ® KIC KO UT DETAIL VERTICAL LATH & PAPER DETAIL SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 00415-IN. 021-MM) WIRE AT INTERVALS NOT MORE THAN S' (22S-MM).. AS PER ASTM CI063 1)3.L FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/4IOUSE WRAP TAPE PER MANLIF. SPEC. OR PEEL A STICK J FLANGE, STOP Or ACOVE RAZE ONLY) E. OR lxTYRIOR \ Arsaen ROOF -e„S WALL RAINING L . KKX-OIR R.ABNIIIG IEEE DlTAW2 ' e \ a. i \ WATER TIGHT SEAL (OEND M Fp SOLDER � NOT tLT QE WALL KKXOHT aY-Q FLAB AT e01TOM WALL aRERaECTip1a rASCIA WRM J, THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER n, FORTIFIBER BUILDING PAPER WARS LAYER 9, STUCCO WRAP WOOD SHEATHING WOOD STUDS SHEATHING BUILDING — PAPER LaP STUCCO i A' LAP—`LkATH s• LAP a PAPeR HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) j' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP UJR11 ! TAPE OvER ROOF/UJALL 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 N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W1 HOUSE WRAP MATERIAL) OVER 4' APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE P OR LESS PIPE PENETRATION ty�, CUT AND OVERLAP ONE SIDE OP SELF -ADHERING MEMBRANE FLASHI Ya STEP 0 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS — REQUIRED TO SECURE PIPE/ WIRE TO FRAMING WxW SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE WL HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE -, {.....� 'i FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EMEND ONTO PIPE —CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE STEP 02 FLASHING WRB LAYER R2, FORTIFIBER BUILDING PAPER METAL LATH 67c6' SELF -ADHERING MEMBRANE FLASHING OVER 4'a4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHIM'.a TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPEEX��O PIS W CONT. BEAD OF SEALANT INSTALL APPfE:IEO HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATIT1W.e ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER Rlo,U Marx!—� � EberWwn �roa r.unrg Extedor use ofportlend cert,ait pester shell comply with ft appIcOw requlm—is of ASTM C W6.12A. IOsWWlatlon of exterior Ish Ig end Gamkg L shall comply with ASTM C 1063.12A \i=lfi=E PENETRATION DETAIL (FRA1-1 3�Ir.lTc, LEGEND DRAINAGE PLANE (WRB LAVER #l, STUCCO WRAP) WRB LATER #2 (FORTIFIBER BUILDING PAPER) METAL LATH x—x—x—x STUCCO =-- WOOD SHEATHING 6ELF-AD+-IE511/E FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER FBC R-103./0.1 / ASTM C-&471-0S, MIN- 2.5 LBS. PER 5a. `I'ARD CUTILITI' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A E C X I T E C T S 6 Design E.. 1441 N. RONALD REAGAN FALVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA X: 0003325 V 0 4 Chi y C C mm F I eoM17 e. i oar SILVERADO LOT 41 BLK 6 PA03=T# 04128.000-04161 MoDElu 4EHB "2605-HAYDEN" OAltAGS 9FWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 02/ DATM 10/19/17 SCALE: 1 /4"=1'- 0" e11mET WA1 BACKER ROD BACKER ROD WRB LAYER -1, ATuncn H RAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, I. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES34' CAULKING • JOINT ALL AROUND PER FBC R703.6.1 Exterlor IethInp and plastet Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926.12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT X' 9' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING 6 A DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER •I, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD — CONSTUCTION —METAL LATH e' CMU VINYL CASING BEAD 6' RAISED BAND %' TOY!' MID -WALL WEEP SCREED 6' 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 SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER FBC R'103.6.1 / ASTM C-84l-OS, 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 PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT o TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING ONSTALI PER MANUF, SPEC: BUILDING PAPER UNDER 'QUICK FLL A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO R Nr<cH Iv Fc�.civ= STUCCO SCATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 1 APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER ELEC METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ya' TO Ye' MID -WALL WEEP SCREED 1 �6' SELF-ADHESIVE I FLASHING I WOOD FRAMED WALL ONTAL HORIZWEEP SCREED ( FRAME TO FRAMEZ CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *1, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT_ NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAt OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING WRB LAYER -1. STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1/8' TEXTURED CONSTRUCTION _;� -.. f _FINISH • WOOD FASTEN TO WOOD STRUCTURAL MEMBER • T' O.C. MAX B' GMU k' TO I"P MID -WALL IICF5C E� . � I 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN ,�. MASONRY BEFORE APPLYING t FINISH • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCKi STEP *'I STEP #3 a• CURB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEP *2 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER "I, STUCCO WRAP MEMBRANE FLASHING 1 WRB LAYER 12, FORTIFIBER BUILDING PAPER STEP *14 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #ro OELECTRICAL RECEPTACLE A R C N I T E C T 3 6 Des, Grou Irvo. a . rtvnnw rtrr�uHry aarar, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 9: 0003325 m ti 2 0 y 0 ti 0 s F E ea LOTRADO 41 K 6 PROJWT#1 04128, 000-04161 MODR1s 4EHB "2605—HAYDEN" GARAGE 8WINO: LEFT PAGI: WALL ASSEMBLY DETAILS 150 MPH EXP. B Mw 10/19/17 8CALR: 1/4"=1'-0" a VV A2 WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WOOD WRB LAYER -2, FORTIFIBER CONSTRUCTION BUILDING PAPER HAT CHANNEL THICK, 3 COAT CEMENT W/%' TYPE 'X' DRYWALL PLASTER VSAF. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN WOOD SHE, Iic .. � EP S_-occn WRB LAYER'(, _ STUCCO WRAP THICK, 3 COAT CEMENT PLASTER -'1 T A 1 - 6' SELF-ADHEREING r` FLASHING WRAPPED r i s TOP OF WEEP SCREED i TO SHEATHING BELOW i WRB LAYER *1, X: STUCCO WRAP - WRB LAYER -2, FORTIFIB i I BUILDING PAPER _ ------------------- 6'SELF-ADNEREING WRB LAYER -1 FLASHING WRAPPED STUCCO WRAP �v s CORNER OF CANTILEVER 4' POSITIVE DRAIN AMICO AMbb-WFWC-1W I'. Yn; WEEP SCREED CUSTOM CASING BEAD NO GAP INFIELD —/ (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL. ® CANT. SCALE: 1 I/2' • I'- O' NOTE: METAL LATH: LATH TO BE PER 1=5C R103.ro.1 / ,4STM C-54-1-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I� �I 3/4 RESILIENT HAT CHANNEL 5/6' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CASING BEAD 11 D DRIP EDGE INSTALLATION 5/8' TYPE 'x' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER f7N©�'7�7G?f7�T7 WOOD CONSTRICTION RESISTIVE RESISTIVE n i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER -2 J'THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11EDRIP EDGE INSTALLATION EXT. WOOD WALL SUB -FLOOR PRE-ENG'D TWS5 HEATHER RESISTIVE BARRIER -1 HEATHER RESISTIVE. BARRIER -2 }' THICK 3 COAT CEMENT PLASTER METAL LATH — WOOD SHEATHING EXTERIOR GRADE DRY WALL }' THICK, 3 COAT CEME PLASTER VINYL CORNER BEAD L_NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 10 CANTILEVER DRIP EDGE DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING �/TIIT SELF-ADHESIVE FLASHING - - FINISH LAYER (2 LATER PEEL 4 STICK) 6' PEEL 4 STICK • DRIP EDGE TO DECK I )5'XI % P.T. OR SIMULATED WOOD (TREX) FILLE� CONTINUOUS WATER PROOFING lat 1 �\ LAYER (2 LAYER PEEL 4', STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK • I DRIP EDGE TO DECK—( I Y2'XI % P.T, OR SIMULAT WOOD (TREX) FILLER CONTINUOUS Y4' GAP FOR BA Cn5 ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH THICK 3 COAT CEMENT PLASTER 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y' MIN. SPACE FROM DRIP FACE TO TREX Ya' GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD WEATHER RESISTIVE r BARRIER "1 WEATHER RESISTIVE •ra,naaNra�u�m 1 BARRIER'2 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA, GALV METAL DRIP EDGE SET IN FULL BED OF 'SEALANT,,f' MIN. SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING )at LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE BARRIER V W POSITIVE DRAIN 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 ID '1' O.C. MAX. WRB LAYER "I, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER (14A CORNER BEAD (4)FRAME 2 v2° CORNER BEAD (FASTENER 4 SPACING g '1' O.C.) CMU THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14-B CORNER BEAD @ BLOCK Y4' GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD 4 LATER PROOF( \t � LAYER (2 LAYER PEEL 1 STICK) \, PEEL 4 WOOD SHEATHING WRB LAYER 11, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER\ METAL LATH —� THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE :ILUMN SHEATHING EATHER RESISTIVE ARRIER -1 FATHER RESISTIVE ARRIER -2 SAP. 'EEL 4 STICK I V.3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I )$' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,i4' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE / BARRIER el j HEATHER RESISTIVE ,s' I BARRIER-2 EXTERIOR COLUMN COLUMN SHEATHING 112'XI V P.T. OR SIMUL, WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED S0 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH d'THICK, 3 COAT CEMENT PLASTER b' S.AF. 1 Yt'x3' 'L' FLASHING 'FULLY EMBEDDED IN ROOF CEMENT I Y,' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,Y2' MIN. SPACE FROM DRIP /FACE TO TREX VINYL CASING BEAD i WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH i! WOOD SHEATHING 4' POSITIVE DRAIN WEEP SCREED VINYL CORNER BEAD J / (SHOWN! FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION C) COLUMN (W/"L" FLASHING) SCALE: NTS WOOD SHEATHING( WRB LAYER "I, STUCCO WRAP LEWRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 02, FORTIFIBEIR BUILDING PAPER =X' METAL LATI4 J' THICK, 3 GOAT GEt PLASTER —\ C6 "SELF -ADHERING: FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD @ WINDOW (FRAME, NO BAND) A R C N I T E C T 3 Design Group":.. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.ebdesigngrou p.com AA $: 0003325 y 14 Lq cam, 0 �4 y O F 0 F 7BLK as LOT: RADO 41 6 PROJWT* 04128.000-04161 MODE .: 4EHB "2605-HAYDEN" 0A %A0Z ✓ IM90: LEFT PAOIM WALL ASSEMBLY DETAILS %150 MPH EXP. B Ipm 10/19/17 DCA M 1/4"=1'-0" 87Ci�T WA3 WOOD SHEATHING —\ WRB LAYER "I, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF- ADHERING � FLASHING VINYL ANGLED CASING BEAD --(� DRIP CAP — WINDOW FLANGE WRB LAY STUCCO I WRB LAY BUILDING METAL L, J' THICK, PLASTER &'SELF- FLASHIN -�dp WINDOLL . CASING BEAD C WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIFIBER I BUILDING PAPER ' METAL LATH L ' J SEXPLODED J" THICK, 3 COAT CEMENT vIEW FOR PLASTER CLARITY) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER ' BUILDING PAPER ' j 3 COAT CEMENT PLAS ERI ' i VINYL ANGLED CASING BEAD VINYL CASING BEAD (EXPLODED VIEW FOR CLARITY) Y,' GAP TYP J' THICK 3 COAT CEMENT r-A&ING SEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER tv STUCCO TO — SIDING TRANSITION WRB LAYER 12, FORTIFISER BUILDING PAPER SIDING WOOD SHEATHING U)OOD SHEATHING WRB LAYER "I, \ \ WRB LAYER ry, STUCCO WRAP STUCCO WRAP \— CASING BEAD - 6' SELF - ADHERE ING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD SHEATHING- UEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER 02 T i:' LAP SIDING / / XX REVEAL / / W SELF-ADI HER' FLASHING W SELF-ADHERI II I I FLASHING L \ UEATHER RESISTIVE BARRIER •I / STARTER STRIP \ \ WEA THER RESISTIVE \ \ DO NOT CAULK OR I I \ \ y 6' SELF-ADHERI SEAL n_wc_uING / FLASHING _ - GALVO METAL GALV'D METAL 'Z' FLASHING 'Z' FLASHING — DOAL NO7 ULK CAOR SE OPENING Y' X W SIMULATED WaOD TRIM MEMBER STUCCO CASING 't BEAD / ' I Yi X 6' 91MULATEO WOOD TRIM MEMBER \,1 SEAL GAP W/CAULKI OR APPROVED SEALANT I,. giro CASING SIDING TO STUCCO �g�Q ® BLOCK TO FRAME �� TRANSITION 1J NOTE: METAL LATH: LATH TO BE PER FBC R103.6.1 / ASTM C-84-1-015, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) IURB LAYER #1, � � s*+TI« STUCCO WRAF WOOD R VRESIMG RESISTIVE—� BARRIER BARRIER '1 UEATHER RESISTIVE B�yyA,, RRIER 7 U)RB LAYER #2, FORTIF1BER UT6 RE ALA L PSIDI-� BUILDING PAPER � F- IERING METAL LATH STARTER STRIP/ 8 " THICK, 3 COAT CEMENT DO NOT CAULK OR uAi OPcup.r. -- PLASTER GALV'O META 'Z' FLASHING CASING BEAD @b RAISED S17A—:�i6CALE: BAND (FRAME) 1 1/2' -1'-0' ----------------------------------------------------------- - - - ----------------------- " THICK 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME ,( _/__......--.-_....-.-.-_..- _...-.-._.._..... _ WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING BEAD VINYL CASING (W/3/e' FLEXIBLE PVC BACKER ROD) -ADHERING FLASHI FLASHING UEAT14ER RESISTIVE BARRIER 4 TO LAP 6' MIN. ABOVE TOP 'Z' / OF FLASHING UJE95 A RESISTIVE RIER BARRIER •I TWER RESISTIVE / BAARRIER \ \ GALVV METAL I W FLASHING DO NOT CAULK OR WEATHER RESISTIVE --- - - ' BARRIER -1 TO LAP ` 6' MIN. ABOVE TOP OF 'Z' FLASHMIG E•2 BEAD VINYLj IY X WSIMULATED (W/' FLEXIBLE / I WOOD TRIM MEMBER SELFASHI�HERING1's' TH.10K 3 COAT\1`IISEAL GAP UUCAULKICEMENTPLASTER(:.,':OR APPROVED SEALANT UEAT14ER RESISTIVE BARRIER '1 WEATHER RESISTIE-2 BEAD VMYL CASING BARRIER '1 (W/T,t' PLEXIBLE PVC BACKER ROD) SIDING TO STUCCO WEATHER RESISTIVE ® FRAME TO FRAME BARRIER2 �� TRANSITION 1 D SEALANT WINDOW FRAME WINDOW FLANGE LAYER "I, STUCCO WRAP, PPED AROUND FRAMING BER ELF ADHESIVE FLASHING ID SHEATHING 3ELOW EXPLODED R CLARITY --------------------------------------- i J/4" GAP TYP CASING BEAD TO WINDOW ----------------------------------- ' THICK, 3 COAT CEMENT PLASTER METAL LATH 'a1 I I WRB LAYER 02, FORTIFIBER BUILDING PAPER 1 WOOD SHEATHING WRB LAYER 1'I, STUCCO WRAP 6' WIDE PEEL t STICK OVER FLANGE E-Z BEAD CASING 2X FRAMING — 1� //�\\yl� (W/3/5' FLEXIBLEIBLE PVC BACKER ROD) MEMBER APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP miw ew LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO—` WOOD SHEATHINGS SELF-ADHESIVE FLASHING — — — A R C N I T F C T 8 6 Desig roun Gone. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774-6078 FAX 407-7744078 www.abdesigngroup.com AA #'. 0003326 m U 0 m 0 O aulmm a. LOT SILVERADO LOT 41 BLK 6 PRDJWT 04128.001-04161 MOD31Ic 4EHB "2605— HAYDEN" GARAGM BWMG- LEFT PAGIM WALL ASSEMBLY DETAILS 150 MPH EXP. B P DA mCRA AR NO 93723 DA 10/19/17 OCAIM 1/4"=1'-0 a�aT WA4 CUT HO USEWRAP AT 45' ANGLE MODIFIED 'I' CUT IN WOUSEWRAP LINE OF WINDOW - OPENING I APPROVED HOUSEWRAP OVER SHEATHING OVER WO STUD WALL STEP I IINSTALL 6' SELF-ADHE FLASHING C NAILING FLU JAMBS EXTEND FL P BELOW S FLEXIBLE IDO NOT BE FIN TEMPORARILY FOLD -UP 4 SEC HOUSEWRAP(0 TUCK FLAP UND at HEAD FOLD HOUSEW IN AT JAMBS SLOPE SILL R INSTALL S' SELF-ADHE FLASHING C VINYL HEAT FLASHING ( DAMS) NAIL FLANGE EXTEND SELF-ADHE FLASHING I' BEYOND Jo FLASHING INSTALL VP CAP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI- FLASHING AT THE FOLD DOWN DIAGC ACRO WINDC 1PPLY 4b' NOM.— .ONTIN000S ISEAD SEALANT AT AMISS AND HEAD of SPPLY TO BACK OF 11NDOW NAILING LANCE IN LINE W/ 4QE-PUNCHED IDLES OR SLOTS. UIDE ADHESIVE — :XIBLE FLASHING VER DRIP CAP "ECTO-WRAP EQUIV) WINDOW FLASHING INSTALLATION DETAILS 1� O (FULL WRAP) SCALE: NTS STEP 4 STEP J INSTALL PLUMB,L AND SCX, MANLPAC WRITTEN INSTRUCT APPLY >MEMBRANE FLASHING OVER JOINT 1 IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY (I, THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTICNJ, j 2. INSTALL ALL MATERIALS PER MANUFACTURERS } WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE CLEAN AND SEAL JAMB TO SILL JOINTS WITH �DOW / 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK `\ - NOTE: REPAIR SCHEME SHOUll SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING i NOTE: 1 SEAL INTERIOR PERIMETER OF WINDOW WITH) SEALANT A R C N I T E C T R _ Design PH: 407.7748078 FAX: 407-774-0078 www.abdesigngroup.com AA #: 0003325 4. 0 0 c> y 0 O c F J omm sumxv. ae LOT SILVERADO LOT 41 BLK 6 PROJMT#F 04128,000-04161 A[ODZZLe 4EHB "2605-HAYDEN" GARAGE 8WINO LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B ARCHITECT- 8TATE OF FL.ORMA /-, A r 10/19/17 : 1/4"=l'-0" A5 i 2x6 SUB -BAND f W/I'x4' NOTCH 6 Y END, WRAPPED IN PEEL 4 STICK " DRIP EDGE I\ I\\ METAL FASCIA WRAP ---_-- - -___- /a '1/8' TEXTURED i v FINISH 9 WOOD I \ /8 1/2' TEXTURED \\ FINISH a CMU r \ V \ r \ 2X6 SUB BAND ' METAL FASCIA \ "� f WRAP YB' FROM \ STUCCO, I' FROM \ - --- a WOOD WALL \\ `.\ �—EXTERIORWALL 1\\ ®FLAN (FRAME OR CMU) \ m NOTE: NOTCH FOR 2X(o 1 SUB BAND ONLY ROOF KICK OUT REMOVED S\\ FOR CLARITY ` 1 ROOF DECK (BEYOND) EDGE, I° OFF WALL 1 I IZ 4 L Z VNOT INTO STUCCO) ®ELEVATION PLAN A — 111V TEXTURED FINISH tv r WOOD, 1/2' TEXTURED i i FINISH o CMU —2x6 SUB -BAND W/I'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP V OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT 9 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/126 NAILS &'-V O.G. MAX. 2x SUB -BAND W/1Y'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) 1/8' TEXTURED FINISH s 10000, 1/2' TEXTURED FINISH s CMU METAL LATH x x x x x WOOD SHEATHING OR CMU x x x x x WRB LAYER -1, x x x x x x STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER x x x x x x BUILDING PAPER x x x x x x x x x x x x (FRAME ONLY) x x x x x x x x x x x x x ROOF INCs CEMENT x x x x x x x x x x x x x x x x x x DRIP EDGE x x x x x x x x x x METAL KICK OUT 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 SUB BAND BAND DETAIL (6) 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/04'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY AME OR CMU ALL KICK -OUT FLASHING LT 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/IY"x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY A R C N IT EC T GZOU in�. Design L9 l K. KVKALU ILIUM tlLVU. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com 116 AA N: 0003325 E h w 0 0 F O i 0-mumm a. LOT SILVERADO LOT 41 BLK 6 PROJECT# 04128.000-04161 MODEIe 4EHB "2605-HAYDEN" GARAGE 81fMG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B F_ -ARCHITECT: STATE A 7' 9 L I DATA 10/19/17 SCALE: 1 /4"=1'- 0" a WA6