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Home My WebLink About6779 Eza Loft Ple • 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 DATE f 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 •I -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES CALC.'S SQ.FT. CALC.S IST FLR LIVING 1SQ SQ. FT. 2ND FLR LIvw. I501 SFT. TOTAL LIVM 2605 SQ. FT. GARAGE 431 SO. FT. POSH III 50, FT, TOTAL 3153 SQ. FT. PATIO 80 SO. FT. ABBREVIATIONS MY. ABOVE LAY. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS AEU. ALAUSTABIE Y.C. MEDICINE CABINET ALT. ALTERNATE In MANUFACTURER AMP. AMPERAGE YIN, MINIMUM BD. BOARD YID. MOUNTED CL CENTER LINE MTL METAL CAB. CABIEP N.T.S. NOT TO SCALE CLG. CELHNG O.C. ON CENTER CUR CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC THE PIT. PLATE D. DRYER PLYWD. PLYWOOD DBL DOUBLE PR PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED INA. DIAMETER R. IBM DIN. DIMENSION RA& RADIUS DISP. DISPOSAL RA.G. RETURN AIR GRILL OR DEEP REF. REFRIGERATOR DR DOOR RM. ROOM D.S. DOWNSPOUT R.O. LOUGH OPINING DTL. DETAIL S.D. SMOKE DETECTOR U.N. DISHWASHER SB. SINGLE HUNG EA. EACH SHT. SHEET E$VA. ELEVATION SHTHG. SHEATHING EQ. EQUAL SHIR. SHOWER M. EXHAUST Sim SI RAR EXT. EXTERIOR SL SLIDING F.G./FX . FU® GLASS SL GL SWING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH SWS SHEAR WALL FILL FLOOR SON FLUOR. FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS FTG. FOOTING THE. THICK GA. GAUGE T.O.C. TOP OF CURB GAµ, GARAGE T.OP. TOP OF PLATE GAR. D1SP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.J. GROUND -FAULT CRCUR TYP• TYPICAL INTERRUPTER U.N.O. UNLESS NOTE! CL GLASS UrHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF HHOLLOW V. WASHER N C. CORE W/ WITH HDR. HEADER VD. WOOD LOOT. OR RT HEIGHT 101. WINDOW INSUL. INSULATION W/H LATER HEATER HIT. INTERIOR 11. WROUGHT PION REVISIONS REV. I DATE DESCRIPTION ALL WORK SHALL COMPLY CODES FLORIDA gU1LDING WIT► PREVA141NG NATIONAL ELECTRIC COD@ AND THE CITY �F aHYRtj�t j4 ' ORDINANCE REVIEW DK(dE�� CITY OF ZEPHY.RHILLS PLATES EXAAM USER Jj� SHEET If INDEX OF DRAWINGS DESCRIPTION PG CI -COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN FIRST FLOOR PG IB-LINTEL SCHEDULE PG IB.1-LINTEL LOADS PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 4D-FRONT & REAR ELEVATION "D" PG 5D-LEFT & RIGHT ELEVATION "D" PG 6-FRAMING PLAN ELEVATION 'b" PG 7D-ROOF FRAMING PLAN ELEVATION 'D' PG 7.1-CONNECTOR SCHEDULE PG 8- FIRST FLOOR ELECTRICAL PLAN PG 9- SECOND FLOOR ELECTRICAL PLAN PG 10-FIRST FLOOR MECHANICAL PLAN PG II -SECOND FLOOR MECHANICAL PLAN PG DI-MONOLOTHIC FOUNDATION DETAILS/SECTIONS PG D2-MISC. DETAILS PG D3-MONOLOTHIC 1-STORY MALL SECTIONS & NOTES PG D4-MONOLOTHIC 2-STORY MALL SECTIONS & NOTES PG D5-MISC. DETAILS PG D6-PRODUCT APPROVAL LISTING PG WA1-MALL ASSEMBLY DETAILS PG WA2-MALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS : WINDOW FLASHING PG WA6-WALL ASSEMBLY DETAILS : SUB BAND A R C H I T I C T E 6 Grousi Mn I4i N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngro+P•corn AA r. 0003325 h 0 a h W O F eUDDIV. S. LOT: SILVERADO LOT 47 BLK 6 1 8 000-04761 HODZU 4EHB "2605-HAYDEN" GA3iAGM OMMO: LEFT PAGE COVER PAGE 150 MPH EXP. B DP TT 10/20/17 DCAXJb 1/4"=1'-0" IN INIZIT C1 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), STH EDITION (2M4) AND IN CONJUNCTION WITH ASCE 7-10. I 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A FLOOR LIVE LOADS R301.5 O'SFl I. SLEEPING ROOMS 30 1 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 V. POOLROOMS 75 V. BALCONIES AND DECKS 40 M. STAIRS 40 MI. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF) C. ROOF LIVE LOADS R301.6 I. '"MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRTITAA I. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH IL EXPOSURE CATEGORY 8 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 R31Ill. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES PER FBCR310A.2. 12 THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR 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 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUFE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID NO4•METALUC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL FIVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SFIALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5l 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'f 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 Y- 0' BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/.'. 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED''/.'. I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER UNO. Fb =1,100 PSI Fv =175 PSI E=1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 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 1/2' 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 SB"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 AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116' OSB EXPOSURE-1 OR ill CDX PLYWOOD SHEATHING. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-ON44MND WHERE INDICATED ON 12 MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2z STRUCTURAL LUMBER SYP #2. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL MASONRY POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED PROVISIONS OF TMS 4021 ACI 5301 ASCE 5. CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE'N' TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-11 b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF FM =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-WZ STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION 11607.21 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2 OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16' ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6' X 6"- WIA X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 17. LOCATE WWF 2' 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: 1. #5, W31 OR D31 AND SMALLER 7 C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1%' 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 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: /.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 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'SIMPSOIT STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12 OF THE FBCR 5TH EDITION (2014). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM Y..' PVC (SCHEDULE 40), INSULATED WITH %' 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 TIRE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 7/" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la & ASTM-C1063.12a 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS -- 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -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 R3027. CONTROL DATE: 02M17 i44i N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 I w ti 0 ti 0 a w 0 R JR i 9lJSDIV. Ae TA SILVERADO LOT 47 BLK 6 PROJL' w T. 04128.000-04761 maDzu 4EHB "2605-HAYDEN" GARAG& OWMG: LEFT PAG)R GENERAL NOTES 150 MPH EXP. B Al DP TT 10/20/17 ECAIM 1/4"=1'-O" 8*10= GN 2• VTR 2l'-7' I0'-0' �2'-I' �\ � GONG. � x VTR LAV LA Ir2' SLAB x 29'-b' 6'-2" 4' 0° I 3 TUB 3• I �p O WABH" I 3 2' IrR` O I,fV�t. x 3 2'"l; ��-Ia• DI DI KITCHEN 3. I ,I 1/2 TYP. - sw W/ r-`---� ■/ ■ ■ ■ ■ ■ . 7EXTEND ■ ■ AUTO VENT WG -1/2. Lp xr— — — — — — — - ------ LA LAV2 4' CONC., RtINF. W/ b'xb' — — — 0 DI 2 2' VTR WIAXWIA WWM ON b-MIL POLY- I 2 ETHYLENE VAPOR RETARDER 0'-0• ELEV. ■ I ON WELL -COMPACTED CLEAN OL - FIN. GONG. SLAB I 3' �-Y FILL TERMITE 5OA-ARE SHALL a� ■ �`ILA 2'-9' 2'-9' 22'-10' 3'-II" —_— 5 6 TUB ' I 3' CO 0 m n 4' x' 2 m I 13 TO DI I I p 8,_6, s ,'_�' rr,�Y ,�■ PLUMBING RISER r-lo, _I NOTE: ALL PVC PLUMBED TRAPS AIRE TO BE 'P' TYPE. 13 I b r nl LL�JJ S' TYPE ARE PROHIBITED. ■ImlI DI L — — — --J f 3-1tJ■ ro e ICI m ( 1 Lql gXTEND I OI m 1 1 LAB 1 1/2' 4' CONC. L�J ''//�-------- \ SLAB 2XI2 c0 ■ \\\ `� � ■ 0 HB. W.H. I 2, To2NDFLR r F I' PVC CHASE I ■ BOLLARD FOR ELEC. TO ■ AS REQ. PER 30'X30'X12• CONC. I ISLAND I BLDG. CODE PAD W/3-15 BARS 24'X24'XI2• CONC. I E.W. ON CHAIRS I PAD W/3-'5 BARS i s 4' PVC I CHASE MIN. 3' COVER b EWU. ON CHAIRS a�u0 I I I - MIN.3' COVER e ��a I I � I ■ Oyu - wIL I I EXTEND 0'-C'ELEV. O S I SLAB 1 1/1' FIN. CONC. SLAB I a lw{U . DI J) J ,----------J wUU 8 P-0. {3 31/2' 4 y_10 I DI 2'-I0° 3'-4' DI c0 13,_6 . DI GONG. SECURE STRAP TO ■ ■ ■ ■ ■ ■ ■ v SLAB rI 4 F J A/C SWT MTL SCREWS 0 II ■ — I L — — — — — DI ■-� ■ UNIT SINE°SON WEB ROLL ■ ■ ■■ STRAP OR EQUAL DI ■ I T- 4' 12'-0° SECURE STRAP TO 20'-4' 19'-4' CONC. CONC. W/ (2)-3/Ib'X2' — SLAB TAP -CONS FOUNDATION PLAN 24I2'GONG. A/C CONNECTION PADDW/3W/3-5 BARS E.W. ON CHAIRS TO PAD DETAIL NOTES: MIN. 3' COVER - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN (3 TYP.) NOTE: MAIN COD. DRAIN 3/4' DIA. - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL OVER HEAD • 12' FROM STRUCTURE MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH EDITION (2014) A R C N I T E C T E 6 „De n �„67-- PH: 40-4W8 FAX: 407-7744078 www.a bdeslgngrou p.com AA B: 0003325 W w 0 c, W O y C l umty. aLOT:SILVERADO LOT 47 BLK 6 p2toj=To 04128.000-04761 1[ODEL: 4EHB "2605—HAYDEN" GARAGE OWMG: LEFT PAOE: OUNDATION PLAN 150 MPH EXP. B MCFRTECT- 8TATE OF FLOIINDA u P � D10/20/17 SCALE: 1 /4"=1 '- 0" $BEET 1 DOWEL PLAN A R C N IT E C T E 5 Design GrouP"Ia 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 F h O V h O i� m c JR Bumrv. as LOT. SILVERADO LOT 47 BLK 6 PMJMT* 04128.000-04761 MODBic 4EHB "2605-HAYDEN" GARAGE 81IA40. LEFT PAOLM DOWEL PLAN 150 MPH EXP. B r- ARctirrr=C 7 P M D10/20/17 SCAM 1/4"=1'-0" 8ImmT I m� 9 BEDROOM # 8'-8' CLG. LIVING ROOM 6'-a' CLG. II BAD I I O� I I I I I I I I r—1 lvl GA GE 8'-a' CLG. PATIO 6068 5.lsD. DINING ROOM 8'-8' CLG. FLEX W-51 CLG. (2) 3052-SH 3ma W/ Im' TRANS. OL— 3 — PORCH � L-7 ----------------- L-1 W-8' CLG. I — — — — — — — — — — — — — — — — — — L— 6 L— 9 LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR CsREATER CAPACITY THAN THE VALUES STATED 4^ST-44#R~ LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 IT-4' SF28-15AT L 2 4'-6' 8F8-5/R ' L 3 1'-6' SFI6-IBAT L 4 l'-6' SF24-15/IT L 5 4'-6' SF16-05AT L 6 6'-6' SFI6-IB/IT L l 5'-I0' SF16-06AT Lb - - (NOT USED) L 5 II'-4' SFI6-IBAT AItCN I T E C T 8 f Design PH: 407-774.6076 FAX: 407-7744076 www.abdesigngroup.. AA N: 0003325 w y m 0 w 0 U Ell au=ly as LOT. SILVERADO LOT 47 BLK 6 PROJMCT# 04128.000-04761 MOnZII, 4EHB "2605- HAYDEN" GARAOR grWMG: LEFT PAOIM LINTEL SCHEDULE 150 MPH EXP. B � I 10/20/17 BCALIM 1/4"=1'-0" Wmew B 6AFE LOAD T)45LES FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8' PRECAST 4 PRESTRESSED U-LINTELS GRAVE T1' TYPEBUS LENGTH SF8-05 SF12-OB 16- 0- 4- 28- 32- 8F8-I15 a-12-16 8FI6-115 OF20-I5 SF24-I8 8F26-I15 SF32-I5 2'-I0'(34') PRECAST 2302 3166 4413 6039 1526 W04 10412 11936 3166 4413 6039 1526 9004 10412 IM36 3'-6' (42') PRECAST 2302 3138 3311 4689 6001 1315 8630 9941 3106 4413 6039 1526 9004 10412 1193b 4'-0' (48') PRECAST 2029 2325 2496 3461 4438 5410 6384 1358 2646 4413 6039 1526 S004 10412 119.36 4'-6' (54') PRECAST 1651 nal 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 S004 10412 9668 5'-4' l64') PRECAST 1184 1223 1301 1809 2311 2826 3336 3846 1665 2889 5051 6096 5400 6424 1450 5'-10'C I0') PRECAST 912 1000 10" 1414 1885 2304 2121 3131 145E 2464 4144 5458 4431 5280 6122 PRECAST 931 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 8995 689m (150') PRECAST l61 1029 1615 2385 1994 243E 2886 3333 1029 1615 2610 3839 5596 1 6613 5041 9'-4' C1127 PRECAST 513 632 1049 146E 1210 1462 1154 2021 l68 1212 1818 2544 3469 4030 3121 10'-6'(126') PRECAST 456 482 8m2 1125 15S 1122 1328 1535 658 1025 i514 2081 2114 3130 2404 II'-4' (13ro') PRECAST 445 598 935 1365 1854 2355 1193 2015 598 935 1365 1S54 2441 3155 4044 12'-O'C144') PRECAST 414 545 864 1254 1689 2014 1510 1618 555 864 1254 1693 2211 2832 3590 13'-4" 1160') PRECAST 3ro2 421 126 1028 1331 1635 1224 140 486 148 1016 1438 1855 2343 2920 14'-O'Orba') PRECAST 3315 361 648 919 1190 1462 1081 1260 455 100 1003 1335 1-114 2153 2666 14'-8'Cn6') FRESTRE9SEp N.R NR NR NR NR NR NR NR 465 165 1310 2045 2610 1 3186 3165 l r�'_4'(Ig4•) PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1055 2310 289m 3410 n'-4'(208')PRESTRESSED N,R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4' (232') PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 150 Im90 1400 1120 2030 21'-4' (256')PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 610 S40 1340 1-180 2110 22'-O'(264')FRESTRESSED N.R, NR NR NR NR NR NR NR 160 300 510 8l0 1250 I660 1910 24'-OT288') PRESTRESSED N.R. NR NR NR NR NR NR NR 130 1 240 410 120 1030 135m 1610 MATERIALS I. f'c precast lintels - 3500 psi. 2. f'c prestressed lintels = ro000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength - 1900 psi. B. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or 5. 8' PRECAST 4 PRESTRESSED U-LINTELS C^wr_*Rm UPL IFT LATERAL TYP 8-I 12-IT I6-IT 20-IT 24-I 28-ITkOF32-ITLENGTH 8U8 spa 16-2T 20-2 24-2 28-2 2'-10'(34') PRECAST 4101 5332 6569 -fail 2021 2021 Z21652215 3981 51W 6401 163m3'-6' C42') PRECAST 260 4231 5219 62041251 1251165 4125 5091 6061 4'-0' (46') PRECAST 832 3680 4532 5381 6245 g38 938 1818 1525 2150 3583 4422 5264 6110 4'-6' (54') PRECAST "'a 1162 2501 3251 4010 4161 5525 12-1 121 1660 1105 2435 3111 3913 4658 5406 5'-4' (64') PRECAST 1393• 1484 2110 2141 3315 4010 4648 1505 505 13W 1431 2050 2610 32W 3920 4549 5'-10'Cl0') PRECAST 1212• 1351 1930 2505 3OS4 3665 4241 416 416 1212 1315 1815 2441 3010 3583 4151 6'-6' (l8'I PRECAST 1141• 1200 1133 2250 216E 32W 3812 101 681 1141 lIe2 1684 2192 2103 3216 3132 �'-6' (90')PRECAST 959• 912 14-f5 1914 2354 2191 3240 651 990 102E 1466 19m1 2351 2191 3245 591 9'-4' (112') PRECAST Sol. 612 98m 1269 1560 1852 2144 454 30 WI 155 1192 1550 191m 2211 2634 10'-6'(126') PRECAST 116• 498 193 1021 1261 1456 nil 493 lie 611 1039 1389 nil 2034 2359 396 II'-4' (136') PRECAST 666• 439 696 899 1104 130E 1515 363 556 666 535 S05 1295 15SS 18% 219E 12'-O'(144') PRECAST 400 631 air.1001 1156 13-f2 340 340 494 631 496 ale 12M 1514 1 Ilse 2086 13'-4'(160')PREGAST 500• 340 532 686 841 "1 1153 302 398 513 40-3682 1004 1361 1631 I891 14'-O'C168') PRECAST 458• 316 493 635 -f18 922 1065 286 360 548 318 629 922 1254 1561 1816 (nb') F'12ESTR£SSED 243 295 45S Bel 124 851 law14'-8' N.R. 35l 243 352 582 852 1156 1491 1142 15'-4-(184')PRESTRESSED 228 218 430 553 611 WI 925 N.R 321 228 32S 542 191 1012 13el 1616 Il'-4' (208')F'RESTRE55ED Ise 236 361 464 561 610 114 N.R. 255 188 216 449 649 814 1121 1389 19'-4' (232') PRESTRESSED 165 201 313 401 490 5l8 bbl N.R. 204 165 239 383 550 136 540 1160 21'-4' (256')PRESTRESSED 145 IS6 216 356 433 512 590 N.R.Ill 142 212 336 411 635 801 993 22'-0'(264')F'Fa=STRESSED 140 180 268 343 418 493 568 N.R. I61 131 2m5 322 45-f 601 111 941 24'-0'(288') PRESTRESSED 121 165 244 312 38m 441 515 N-R 135 124 I86 290 408 538 680 833 GENERAL NOTES -REDUCE VALUE BY 25% FOR GRADE 40 FIELD MBAR 8' PRECAST W1 2' RECESS DOOR U-LINTELS 4C~P_4M GRAV f TY TYPE LENGTH I - ORF10-08 ORF14- IB- SM22- 26- 8RF30-mB 8RF6-99 8RFIO-15 BFF14-15 BFFID-15 DW22-18 arQF26-18 8RF30-e3 4'-4' (52') PRECAST 1489 1591 1021 3053 3412 2982 4982 3954 6412 4929 IS41 59m4 9416 6S80 tobla 4'-ro' (54') PRECAST 1351 144E 2182 2114 3600 4461 5315 6264 1102 3412 4982 6412 1941 9416 108-f8 5'-8' (687PREGAST 832 1602 1550 2058 56 26 30-15 35S5 185 1153 2162 4014 6412 6516 5S14 6839 5'-10' (10') PRECAST 135 lie 1500 1445 IS24 2400 2816 3352 1103 2051 3811 6412 6516 5450 6411 (80') PRECAST 022 90l 1611 2933 2516 3223 3612 4522 90l 1611 2933 4100 6130 6111 6101 1'-6' (150') PRECAST 161 1311 2252 1958 2451 2944 3439 665 164 1311 2329 3609 5492 6624 5132 96 420 834 1253 1011 1342 1614 1886 535 I S28 14SI 1 21113 1 2618 3595 2815 8' PRECAST W/ 2' RECESS DOOR U-LINTELS 4ffr UFL IFT LATERAL LENCsTN TYPE-2T 8RF6-IT OW104T OW14-IT 81�18-IT Mi F22-IT OW26-IT 8RF30- 81F10-2T 81a=14-2T 8Ff18-27 8RF22-2T DFF26-2 30-2 8RF 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 1244 MIS 2339 3110 4008 4850 5696 4'-6' (54') PRECAST 1192 1501 2311 3121 BS31 4156 5511 853 1192 1455 2240 3036 3831 4643 5453 853 5'-8' (68')PREGAST S24• n2 n95 2423 3055 3689 4325 501 924 1132 1141 2351 2918 3603 4230 5m1 5'-10' (10') PRECAST S96• 1138 n42 2352 2965 35SI 4116 469 896 OSS 1690 2290 2891 349-f 4106 469 6'-8' (80')PRECAST lie 882 1513 2042 2513 3101 3642 1100 lie 956 146S 1981 250E 3035 3563 830 �'-6' !90') PRECAST 688 69l 1325 1810 2250 2153 3221 110 941 688 849 1302 1162 2225 2690 3151 Nlro') PRECAST 533• 433 OW1123 141-1 1104 1995 614 533 521 1009 1369 1128 1 2- 1 2450 516 -REDUCE VALUE BY 15% FOR i3RADE 40 FIELD REBAR 05 REBAR AT TOP MIN. (1)REQ'D 1-1/2, CLEAR T`i'PE DESIGNATION Q F - FILLED WITH GROUT / U = UNFILLED 4' FQUANTITY OF 5 REBAR AT BOTTOM OF LINTEL CAVITY J ? .' ` �: e GROUT di O OF]& - Z =15/7 5 REBAR AT BOTTOM L • • OF LINTEL CAVITY NOMINAL WIDTH NOMINAL HEIGHT-1 QUANTITY OF 5 DEBAR AT TOP I 1-I.'ACTUAL BOTTOM REINFORCING PROVIDED IN LINTEL 8' NOMINAL WIDTH (VARIES) SAFE LOAD TABLE NOTES I. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must compiy with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-I2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except Ilntels 11'-4' and longer with a nominal height of 8' meet or exceed 1_/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Gast -In -place concrete may be provided In composite lintel In Ileu of concrete masonry units. S. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-I2'. 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 bg providing addlonal reinforced masonry above the precast lintel. 6. One r rebar may be substituted for two 5 rebars in 6' lintels only. 1. The designer may evaluate concentrated loads from the safe load tables bg 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. 5. All safe loads in units of pounds per linear foot. A R C N IT IC T s 6 Des! n Gr uo,�a�. 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA#,.. 0003325 F N y w 0 u h 0 a y 0 0 E, SVSDIV. a LOT. SILVERADO LOT 47 BLK 6 FMOJL'CT*# 04128.000-04761 MODsn, 4EHB "2605-HAYDEN" GARAOM S111111 : LEFT PAGW. SAFE LOAD TABLES 150 MPH EXP. B APA>f =CT -- STATE OF FLO(iIDA DP TT 10/20/17 IdCAIi: 1/4"=1'-O" >l23�iQP 1 B.1 l' v EXTERIOR MASONRY WALL 5RG. HEIGHTS LOAD L U.N.O. ON PLANS I. 21 -T 11 Im'-m' .,2'-1' I, SQ.FT. CAM'S IST RR LIVING 1104 SO. FT. 2ND FLR LIVNG I5m1 SQ. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 431 SQ. FT. FORCH III SQ. FT. TOTAL 3153 SQ. FT. PATIO 8m SQ. FT. PATIO - OVERHANG: OF ROOF e A50VE m 2' —. - - - - - 2' Im'- bm68 SGD` m EGRES$ (2) 3052-SH I I DBL. LIVING j DINING PLATE B BEDROOM #2 ROOM ROOM 8'-8' CLG. 0 8'-8' CLG. e 1 8'-8' CLG. 1 I j BAR DETAIL A � - SCALE: I/2'=I'-m' e iR ISH f�� I II O L$w.� II�N Q r aii 8'-8' CLG V.IC. f I r OC O LAV. .? 11 0 0I O 4' UP cq J we I I I" i I KITCHEN 42' H. HALF -8 HISO STOR. LL Uu CAP -Im° n 2'-8' 3' m SLOPED CLG. f i0 IT I STAIR DATA � b36— I F v I M COND. 16 RISERS a T54' 3-SH 15 ,DADS a 10. V. ARCH I' NOSINGVe BOLLARD 7Q( AS REa 21'-4' L 8'4'_m• c' 8' 13,_0• CPER ODE LDG. III GARAGE e III FLEX B'-8' CLG. • III FOYE A a' -a• cLG'" a III 111 m 3068 Lu/ `" III Im' TRANS.El T I6'-m'Xl'-m'OHD. m e PORCH I v e v 8'-8' CLG. - - - - - - - - - - - - - - - - - - - - COMPONENT AND aam■DIND ------wwr ------------ SAW VNDEPOMFEFM3SECOND GM O1390 SOIWE ZONE SID NFH IIlD MO FBUaM MOTIVE FOOTAGE MIN. WINDOW Im 5 25/-33 CRITERIA 1'-4' I_4a !m'-m' -4 DR MNEXTERIOR O SWIWG la 5 24/-31 20'-4' 8'-O" 11' -4" SGD. MIN. 41 5 23/-29 CRITERIA FIRST FLOOR PLAN 16010OHD. 1 112 1 5 21/-25 NOTE' BASIC WIND SPEED MPH = 150 (Vult) INTERNAL -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. EXI'.=B, MEAN ROOF HT. = 23'-0" - FRONT DOOR ASSEMBLY TO BE THERMA-TRJ FI5ERGLA55 DOOR W/ TRANSOM (SINGLE ASSEMBLY) PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF -20 MIN. FIRE RATED DOOR TO BE EQUIPPED W/ SELF -CLOSING DEVICE THE F'BCR 5th EDTT'TON (2014) TO MEET' TESTED ALLOWABLE PER SECTION R3025.1 OF THE F ECR 5TH EDITION (2014) OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMRDI.DATE ONOIfS A R C R IT E C T E 5 Design GrZ .. 14" N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 F W y W rq 0 h O F 0 JR J sysDn►. ac r o�r SILVERADO LOT 47 BLK 6 1i 00-04761 ][ODiQIt 4EHB "2605-HAYDEN" OAP-&G I: nlllMO: LEFT PAO]& FIRST FLOOR PLAN 150 MPH EXP. B ARCHITECT- STATE OF FLORMA r_pRD9T DDATM 10/20/17 Eti�T 2 HANDRAIL ® 36 W1 2X4 RE -IN Of THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' 0 AS PER FBCR R3111Z2 NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTIC DIAMETER OF Ii'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 1/4' SHALL HAVE A MINIMUM RADIUS OF 1/6'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 5 FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN At, DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATIOr SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM 39'-a" 3052-SH =e- =Ik4 (2) 3052-SW I ECsIiE$S I CHASE I UPSTAIRS i IJVINBDRM. I Ba 0* aa' O CGLG• CHASE CLG. _ G5 b'-0' CLGCLG. DBL STUD DBL STUD Fill 5'-10"II'-4' 2'-V '_m" 3'-01 6'-0" I a BAT 3 8,— 0 3-$N 42- H. HAL 31 LAUN. WALL W/ CAP 4' a 0 'y1C 4'-10. 12'-0" 4'-0' 3'-4• 'B e LAV. LAV. CLG. — T— 1V 0 � C1 0 I r--�r--� A D. ii OW . 1 tt+ —IR-I$H — — — �I —� 3: 0 0 ?8 -- STAIR DATA 16 RISER$ • 1.54' 15 TREADS r 10, .I' NOSMCs IR-I$H ? _ _ 0 3-SH 22X36 y �— 6 ATTIG ? AGCE$$ 1 6 � 2'-2" �] 13'-1. 6'-6' '^ -I0 3 3'-IO' v 3'-0' 4'-4' 4X4 POST e BATH _ — 4X4 POST - CHASE OWNER'S CLG.-' s SUITE 5'-0' CLG. I A I BDRM. - 20 8'-0' CLG. 4 I ti� gi WJA is m A R C N I T! C T f Fla I 6 Group... V�7 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.com AA 9: 0003325 w W w k 0 4 a c F c � e Bumm. as LOT SILVERADO LOT 47 BLK 6 PROJL'CT* 04128.000-04761 MOD=, 4EHB "2605—HAYDEN" GARAGM aQIIda: LEFT PARiIC: SECOND FLOOR PLAN 150 MPH EXP. B DATij 10/20/17 XCALL': 1/4"=1' — 0" STAIR DETAIL SLE R INTOOSLA13 WITHINe' ,r'L euye. t�•.�-e• OF EACH END, 32' OZ. MAX STD. CALC5 - OFF -RIDGE VENTS ONL AREA OF ATTIC 2%5 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1585/3OO Sig VENTILATION AREA X SQ. INCHES PER FT.(144) = 760.8 SQ, IN. MIN. REQUIRED VENTILATION = .5X 760.8 IN UPPER PORTION OF ATTIC 3W-4 SQ. IN. OFF RIDGEVENTIIATION AREA = 135 SO, IN. FERVENT 3804/115 TOTALII OF VENTS REQUIRED = 3.30783 TOTAL#OF VENTS PROVIDED - 4 'AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE, LESSTHE OVERHANG (E)MRIOR OF WALL TO DMRIOR OF WALL NO OVERHANGS INCWOED) 11V THICK, 3 COAT CEMENT PLASTER OVER GRADE 'D'� FELT PAPER BACK FETAL LATH OVER APPROVED HOUSE WRAP OR GRADE *'FELT PAPER 4'x4' GALV.'L'-TYPE FLASHING SET IN ROOFING CEFIEI4T FISERG.aLA88 SHINGLES OVER V 2x6 LEDGER SECURED FELT PAPER ON l/I6' OSD. W/ 1/4' x 4' LAG BOLT SHEATHMG OR 1/2' COX W/ 2' DIA. WASHER PLYWOOD SECURED PER 24' O.G. MAX NAILING SCHEDULE LSU-26- }-- 2x6 RAFTERS `I BRG. HGT. LU826 W/ (4) 10d4 TO LEDGER AND (2) 10d'e j TO 2x6 U018T 2X6 LEDGER W/ 1/L'aW � THREADED ROD 92' O.C. MAX SET IN SIMPSON 2 -m HIGH STRENGTH EXPDXY 6' MIN EMBED. 1/2THICK. 2 COAT CEMENT PLASTER APPLIED DITWCTLT TO MASONRY (ROOF C S.G.D. h SCALE: 1/2' - I'-& BRG. HGT. WR 00' FIN. FLR SHINGLE ROOF FYPON 16'X48' 1.� SHEATHING TO LAP 6 SHUTTER OR FRAME TO GABLE FYPON I6'X48' EQUIVALENT CONNECTION 12' MIN DECORATIVE SHUTTER OR 6' RAISED EQUIVALENT BAND - 18'-0 3AV 2ND FLR 7A A2 U J�18'-0 3/4' 2ND FLR BR's. HGT. BRG. HGT. '71 0' FYPON I6'X62' m 1 DECORATIVE U '-0' FYPON SHUTTER OR RA t5 12 EQUIVALENT wA WA4 WA I0' 3�_4. MIN. a 14A BKTIIXIl OR 1 I wA3 EQUIVALENT 4' RAISED 2'_0' S wA ~ TrP. BAND MIN. 5 WAI L0 ' 10'-0 3/4' 2ND FIN. FLR,L _ wA 7H - - - wA - i+l _ - wA - _ �10'-0 3/4' 2ND FIN. FLR i,8'-8' BRIG. HGT._ _ 8'-8' BRG. HGT. rl_.. 6' RAISED Y _ - - - - - -_ -_ .� BAND 6' RAISED wA 11 14 BAND ITYP.) i ® it wA wA3 a wA COACH LIGHT `v TYP. 4' RAISED BAND R 8'ED RAISED 0 BAND (TYP.) 0'-0' FIN. FLR - J,0'-0' FIN. FLR _ FRONT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT J.18'-0 3/4, 2NO FLR 12 WA5 15 U wIIA 2 -mU 4A dwA4 MIN. wA3 r ~ TYP. a A wA L wA 'I�� -0 3/4' 2ND FIN. FLR. wA � — },8'-8' BRG. HGT. d 14 El ::1 1} wA ITYP. II - T FIN. FLR REAR ELEVATION TEXTURED FINISH A R C H I T E C T{ _ Design PH: L407-7748078 FAX: 407-7744078 www.a bdesigngroup.com AA Y: 0003325 F W H Tw=7 0 y C F O t. lli evsDn•. a LOT. SIL7 RADO LOT 47 BLK 6 I-moj=T# 04128.000-04761 molpmu 4EHB "2605-HAYDEN" GAPLAGIC OTM90: LEFT PAGE: FRONT & REAR ELEV. "El" 150 MPH EXP. B ARCI" 1MECT: STATE OF FLORIDA / I Flp TM I 10/20/17 8CAIM 1/4"=1'-0" mime" LEFT ELEVATION TEXTURED FINISH RIGHT ELEVATION TEXTUFMD FINISH A R C N IT E C T 6 GZOO.n 141 N. RONALD REAGAN BLVD. LONG WOOD, FL 327W PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngawP.com AA & 0003326 W y V W 0 Ca h O F ti >summv. a. LOT: SILVERADO LOT 47 BLK 6 Fmom w 04128.000-04761 acol>as19 4EHB "2605-HAYDEN" GAMAGM OMMO: LEFT PAGIM LEFT & RIGHT ELEV. "D" 150 MPH EXP. B Dw� 10/20/17 OCAIM 1/4"=1'-0" 8*1m T IT ECT31 _ .. =DENOTE RAT RIW s �' 0/C MAX. — � � = DBIOIE tXb 91RfXY$dGK s B' OfL MAX BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING e 4'-- O.C. BETWEEN TOP CHORD t 2X4 SYP 02 X-BRACING, REFER TO DETAIL 9/D5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP -2 OR SPF BEVEL CUT TO TRUSS TOP CHORD W/10d x 3' NAILS s 6' O.C. STAGGERED NOTE: REFER TO TRUSS I-FR'S SIGNED t SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE t REQUIRED FASTENERS. m FT4 FT FT911 11 1111-4 — LL LL LL II II II II II I II ( I II I I NN N I n II II II II ; I I I II I I II I I II I I I I I I I I III I FTI FTI I I I Tla LBU TaISS TO 4X6 T (2) HTS-2� J I OSTTO SL'II — — C T— — — — — — — /21 2XI2 HOR W(2) JACK 4— _ _ (2)FUlcL STUDS EA. SIDE _ _ _ _ X u O � III LL f =m—T— = -N III — � u III HUC-410 - _ �T= = II II I I II MII II1 FTGE �------�—I`-- --- -- FRAMING PLAN CCA 0-1/22/16 (2) 2X6 LEDGER SECURED W/1/4'X6' LAG BOLT W/2' DIA. WASHER 0 24' O.C. Gas �n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdeslgngroup.com AA #: 0003325 F w h U w 0 h A F INF J aUBDiv Ss LOT: SILVERADO LOT 47 BLK 6 PROJM7T# 04128.000-04761 moDulu 4EHB "2605- HAYDEN" OARAOM RrWOM: LEFT PAGE: FRAMING PLAN ELEVATION „D„ 150 MPH EXP. B ARCHRECT- STATE OF FLORIDA DP � 1o/zO/17 III 1/4"=1'-O" afs>err 6 .. - DEN01E RAT RUN 10' 0X MAX. IMM 2* SiN9 M4CK • W OX MAX. BRACING, LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING • 4'-0' O.G. BETUEEN TOP CHORD 4. 2X4 8YP'2 X-BRACING. REFER TO DETAIL 9/05 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP -2 OR SIFF BEVEL CUT TO TRUSS TOP CHORD 111/10d x 3' NAILS + 6' O.C. STAGGERED NOTE: REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE 4 REQUIRED FASTENERS. TRU65 TO 4X4 POST (2) MTS-12 POST TO ELK HTT-4 TRUSS TO 4X4 . POST (2) MTS-12 POST TO BLK HTT-4 y"a ROOF FRAMING PLAN CCA 04/08/15 n CJ I II GJ3 = CJ5 TRUSS TO 4X4 _ POST (2) MT5-12 POST TO BLK. 71 HTT-4 U --- TRJSS TO 4X4 CJ5 POST (2) MTS-12 POST TO BILK HTT-4 CJ3 CJI A R C H IT R C T S Design M M,! 14wRAOA N#A: L0D00RE-AJBLVD. NGWOOD, FL H:407-7746AX: 407-7744078.abdesigngro33 w ti w 0 U w 0 a 4 F x SVBDIV. a I/ 7 SILVERADO LOT 47 BLK 6 FmommT l 04128.000-04761 UoDmu 4EHB "2605-HAYDEN" GARAGN BVING• LEFT 'POOF FRAMING PLAN ELEVATION >D„ 150 MPH EXP. B ARCHITECT-. STATE OF FLORIDA A CRA AR NO 93723 p TM n10/20/17 NC.%=: 1/4"=1'-O" spry (D CONNECTOR SCHEDULE CONTROL DATE, 07e5-Ii SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA I6-18 1625 (8) 10d x 1 1/2' 1-PLY, (6) I6d 2-PLY, (USP: (10) 10d X 1 1/2' - NO I6d OPTION) (2) META-Ib Ism (2) HTA 16-IS 2800 (10) 10d x 1 1/2' )-PLY, (USP: (10) 10d x 1 1/29 2515 .I6d 2-1-LY (USP: NO Ibd OPTION) HETA-16 1810 HTA 16 I810 (5) Oct x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (0) Neal x 1 1/2'. NO I6d OPTION HETA-20 1810 14TA 20 1810 (S) Ned x 1 1/1' I -PLY, (8) I6d 2-PLY USP: (10) Neat x 1 1/1', NO I6d OPTION } Z (2)HETA-20 2035 (2)WTA-20 3230 (10) Od x 1 1/2' I -PLY USP: (10) 10d x 1 1/2' 250e (12) Ibd 2-PLY (USP; NO I6d OPTION) O LGT-2 250 LUGT-2 1550 (1) - 1/4' x 2 1/4' TITEN, 2 (USP: MILK (5) 1/4' WIS, WOOD (16) Wd V) DETAL-20 2480 014TA-20 2430 (18) - I0d x 1 1/2, 1 PLY MGT 3565 MUGT 4115 lU 5/8' ANA IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) Od TO WOOD (USP: (20) led TO WOOD) HGT-2 . owe HU3T-2 9190 (2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (b) IOd) HGT-3 10530 HUGi-3 W60 (2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN, 12' EMBED), (16) 10d TO WOOD (USP: WOOD (S) 10d) LGT3-60825 3285 LUGT-3 3525 (12) SDS 1/4'x3' TO GIRDER, (4) 3/6' x S'TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WED.:sE BOLT, WOOD (12) W825) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) 10d x 1-1/2' (USP: (10) 10d x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (lb)-808 1/4'X3' TO WOOD (2) VYoT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY MTS-12 1000 MTW 12 155 (14) 10d x 1 0' (USP: (14) 10d x 1 1/1', (14) Neal) HTS-16 ISO HTW Ir. 1260 (16) 10d x 1 1/2' (USP: (I6) loci x 1 1/2', (1( ) 10d) HTS-20 1450 HTW 20 1530 (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2',?20) 10d) HTS-24 1450 HTW 24 S30 (24) 10d x 1 1/2' (USP: (24) Wd x 1 1/2', (20) 10d) LSTA-12 •• S25 LSTA 12 S30 (10) IOd USP: (10) led LSTA-18 .. 1235 LSTA IB 1255 04) 10d USP: (14) 10d MSTA-18 « 1315 MSTA-18 1310 04) led USP: (14) 10d N MSTA-24 •. 1640 MSTA-24 1640 (16) 10d USP: (18) Od CL MSTA-30 « 20" MSTA-30 2065 (22) I0d USP: (22) 10d Q MSTA-36 .. 2050 MSTA-36 2065 C26)10d USP: (26)10d F— McTi-36 30M KSTI 236 3890 (SW Oct x 1 1/2' USP: (36) 10d x 1 1/2' MSTI-48 5065 KTSI 249 5140 (46) 10d x 1 1/2' USP: (48) 10d x 1 1/2' H6 950 LFTA 6 1210 (8) Sd TO PLATES, (8) 8d TO STUDS (USP. (16) 8d x 1 1/2" (16) 8d) SP4 885 SPT 4 545 (6) 10d x 1 I/2' TO STUDS USP: (C.) 10d x 1 1/2' TO STUDS A34 3S5 MP 34 380 (4) Sd x 1 1/2' TO BEAM, (4) Sd x 1 1/2' TO POST. USP: (4) Od x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. HCP2 645 HHCP 2 800 (I2110d x 1 1/2' USP: (10) 10d a 1 1/2' TO TRUSS, (10) 10d X 1 1/t' TO PLATE HIOA I" RT I&A 13W (10) 10d x 1 1/2' USP: (S) 10d x 1 1/2' TO TRUSS, (8) 10d X 11/2' TO PLATE VGT 4 HDU4 4940 PHD 4A 5215 (lb)-SDS 1/4'x3' TO WOOD, (10)-SOS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTSAUASHER/2 PLY USP: 9/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WS3 WOOD SCREWS VGT 4 HD1B 4S40 TOX 10 10140 /16)-SOS 1/4'x3' TO WOOD, (W-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAUABHER/ZPLY USP: 1/8' ATR MIN. l' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS ABU 44Z 2200 6665 PAU 44 2535 6115 (I) 5/8' ANA IN NIGH STRENGTH EPDXY, (MIN. 1' EMBED.) N CCNC, (12) Ibd TO WOOD USP: SAME AS SIMP50N ABU 66Z 2300 12000 PAU 66 23W 16005 (1) 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC, (12)Wd TO WOOD USP, SAME AS SIMPSON V) LTTI9 • 1340 LTS 19 1209 (1) 3/4' ATR. IN HIGH STRENGTH EPDXY, (MIN, l' EMBED.) IN CONC, (8)I0d TO WOOD USP: SAME AS SIMPSON O = LTT206 ... )see LTS 205 1105 (1) 1/2' ATR IN HIGH STRENGTH EPDXY, (MIK 1' EMBED.) IN CONC, (10AOd TO WOOD USP: 3/4' ATR MIN 1' EMBED BET IN HIGH STRENGTH EPDXY, (10) 10d, (10) Wd x 1 1/2', 2-1/2, V Z HTT4 4455 HTT45 4160 (V 9A3' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG, (0) 5090 X 1 1/2' (USP: (20) N6d X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-1/2', (20) I6d x 2 1/2' Q HT75 5090 HTT45 9005 (U 5/8' A.TA IN HIGH STRENGTH EPDXY (MIN. l' EMBED.) IN CONC., (26) Ibd X 2 1/2' (USP: (20) )6d X 2-1/2') USP WAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/2', (20) I6d x 2 1/2' HHD0II-505 25. 11.00 UPI-10 It 14395 (U 1' ATR N HIGH STRETYTH EPDXY, (MIN. 10' EMBED.) M CONC, (24) 808 A' a A' WOOD SCREWS (USP: (24) W63 WOOD SCREWS) HDl6 6645 TOX 10 10140 (1)1/8' AB. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) l/8' BOLTS) V) M1314A 356/11.25 B415 5330 NFM35XI2U 25W 1130 SIMPSON: (1) 3/4' A.TR M HIGH STRENGTH EPDXY, (MIN. 6.1S' EMBEDMENT) IN CMA. TOP, (V 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. FACE, (ISAOd TO BEAM USP: (1) 1/2' J-BOLT W/ MI149ILP7 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAM5ETAREDHEAD OYNA BOLT SLEEVE ANCHOR OR EQ W/ MIN. S' EMBED DEPTH INSTALLED IN THE FACE. LJ U' HUS"12 (WOOD) 3635 2660 (FLR) MUS4121F 3060 2110 (ECK) (10) Ibd TO HEADER, (10) I6d TO WOOD USP: SAME AS SIMP50N 3269 (ROOF) 3325 !ROOF) Z QI HUC410 (CMU) Ism 4WO 110410 IF 1305 5000 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (IS) 1/4'. 3' W63 SCREWS, (10) Od TO WOOD. USP (20) 3/16' TAPPER-, (10) 10d TO WOOD = WLIC210-2 (C"U) ISM Sees H0210-21F 005 Be" (18) 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CMN, OV) Wd TO WOOD: (USP: (18) 1/4' x 3' U63 SCREWS, (I0) 10d TO WOOD. USP (2,,) 3A6' TAPPER., (10) 10d TO WOOD HUG210-3 (CM) W-00 5098 1-10210-31F 1305 50ee (10) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CHU, 00) 10d TO WON: (USP: (Ie) I/4' x V WB3 SCREWS, 00) led TO WOOD. USP (20) 3A6' TAPPER-, (10) Ned TO WOOD LGUMRb-2-60S 14-40 5595 LGUM26-2 2125 6065 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' 808 SCREWS TO WOOD, 4) 3/0' X 4' WEIDGE MOLT-1 U63 WCMSCIGEWS HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. • WHERE ANCHOR EMBEDMENT IS GREATER THAN l' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID w/ GROUT. • 10 Od COMMON NAILS CAN BE SUBSTITUTED WITH d x 1 1/2' NAILS IN CONJUNCTICN WITH A 231% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. Ln • MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE S', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' Ld H O ATR • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 18 USED. W4US USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN. APPROVAL FROM T1 E ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON '0000 CONSTRUCTION CONNECTORS C-02011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-I-IUIRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SAS-2012 4USP STRUCTURAL CONNECTORS 20115-2016. SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-4' TO l'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOU1N STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO W-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 V-0' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0- UN.O. 4'-1l I/2' 1 1'-II 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 U,2 x 12 SYP) /16' OSB NAIL (W 12d s 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-I6 • FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-I6 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN 0. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES 6 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. S.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. 6 Grou i n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.a bdesigngroup.emn AA k: 0003325 W W 0 M4 G h O ti Sulmrv. & Lp� SILVERADO LOT 47 BLK 6 PROJRCT* 04128.000-04761 ![ODRit 4EHB "2605-HAYDEN" GARAGM 81�IIQG: LEFT PAGR: CONNECTOR SCHEDULE 150 MPH EXP. B Pancr D10/20/17 OCA .W. 1/4"=1'-0" arlaw P 7.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES y—y 125V CUTLET mar 6NTLLE POLE IIOv CUTLET IIOV CURET Q R MT04 WRED NTO 6tlITCi1 GFI IIOV CUTLET E016PED NTr(Ta'?D FAIL Ressl) EDBTAw Nf TTPE) 22CV OUTLET (4) WRE C:ONERk1N 2II� cfl �_ET. YATfaRTlOLF AO FALL GROIFlrelEErleR, SWTCH 9WTCH 3•UWT OPER $4 SWITCH 4-WAY OPER F.%0 HALL PIOU4IED r v L101R CELn4G LKTFIT \ �' VAPM PROOF 10 K \Q\ Fm=wED CAN UALL 9CbFY'L F'IE-uRiED eV6Nf. FAN I CRI PER 60. FT. VANT. FAN TLLIOM I CFM FER 6Q Fi. 1 1rC/TT(\T v FUtN9S tePEc•e TDD er 2-DULD FAT.6P �� FLUC'�BC84T ARoua )_ _ � r RuoRl:acENr 4' ILUOR WNC �r-� IlIl©IlIl 4' 1RAGK LMwR PANEL TEETER O5D. 81'KTO= DETECTOR BD. WALL FGUOED Mt010: DETECTOR IBATT. eme-In uv Ne®11� ® S/CO I enQQ' DerzcTae � eOER.cvrEelED BHrYL SE A DDTANOE IS" TH N 4' POIDArtr L16HT r1/ o�jNLT TT 6'AB 11.41 pl TER � R TO DE ELEyaI® AM GOIIOT DIBCRNECT ON. TELEVLNGNJAOC CELL REdI x elaPORTeD N O70 J �-DOX ACCORDANCE uv Sox y� Ice,LOre FANnIONrIMA1��.D �51I0I F�01! ROW LKM OFT. SECURRY IQTPAD PD. FVBN-DUftON FOR QIFEB •-�"� WD PORT 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 (2014). 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 M5013 FBCR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERMIPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5714 ED (2014). ALL LAI'IP9 SHALL BE SELECTED BY BUILDER AND 15% OF LICxNTING MUST BE ENERGY EFFICIENT TYPE F'ER FBC.. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2014. 5th EDITION R404J PRE -WIRED CLG FAN BEDROOM !F2 \\ \ I CONp, BOLLARD O AS REQ. PER BLDG. - CODE METER FIELD VERIFY LOC. IRRIGATION OUTLET D 48' AFF. �@GFI PATIO I I e Roo j ROOMG �-WIRED I CLG FAN 1 I \ -- / / \ SWITCH IN 30 CABINET \ TO ZND FL. OUTLET \ FOR DWIN Y/ O Epz TCH \ C KITCHEN TbGFI/ / ___1 P.B. FGE �\ � � f PAN- DOOR S/CO 6FI I / - - L --= I I / KEYLESS FIXTURE GFI GARAGE DOOR PREWIRE GARAGE l/�L--------------------- `COACH L IGHT � 7- III III \ PRE-WIRRED \ CLG FAN \ III \\ 3:� \ III \ III FLEX FOYER \ III 1 III I III P8. FORS // � CHIMES I PORCH / ----- \—_--- /-----,-� FIRST FLOOR ELECTRICAL PLAN -OUTLET FOR VENT OR MICRO I UNIT - NEW CHART LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP OF.0 CODE 92) HOUSE PLAN: 4EHB HAYDEN MODEL LOAD INFORMATION VA W05 SQ TT GENERAL LLOLTTDLO E S VA PER SOW Ta16 2 = Alai AFFLANCE CaCDR AT 1600 VA CA 5000 I WIINDRY CaiCVR 1600 I RANGE AT HAIR PLATE L Wn OR COODTOP/OVEN 1=n I VAT IWAT 4600 I D19NRA6RER 1200 CWTTIF9 DRYER 6000 L wsroaAt bob I IamovAVE 160D 1 REFRIGERATOR 1200 9UBT'OTAL OP OENCRAL WAD 35218 FfliBT IO RVA OF O@IALIL WAD AT 100% I0000 RSYAm OF OffiIRiA3. LOAD AT 401E 28236 VA z .4 .288 TOTAL Nee GENERAL LOAD MW &8 TON mAT PUIB (N/ 51(1I O®t m" BEAT 9TIaP) m AID' i 240 VA- _-- &5 TON COOLING 8Y3iTE11 40 AW x 240 V • 9800 NET GENAtAL WAD ft— NET TarwL flvwc Ono TOTAL WAD 5o6e6 CALCULATED LOAD FOR SERVICE s9866 VA/240 V- ]20 wle 150 AMP SERVICE 'w_ CASE _Ar_ - HIGHEST fltlAC WAD U&ID }YIR CALCINATION&• NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA D 100%, REMAINDER D 35% NET LOAD: 6,94E VA RANGE: 120M 010% 5,400 VA DRYER: 5,000 D 10 % 355��yA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,489 / 240 . 18 A 02 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 362/0 CU, THIILN . I'6 CU IN 2' CONDUIT OR 3 �4/0 AL, THIN . Ift CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANGJ 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT GENERAL NOTES; M ELECTRIC METER IN 1 PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE PANEL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. --A B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER C0MFA TRANSFORMER GRADE PROVIDE 150 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 62/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID, TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 F4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C H I T E C T S 6 GWOmm i;;n -nc. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W x 4 W O c R aysDsv a Xil SILVERADO LOT 47 BLK 6 PMJMT# 04128.000-04761 1[ODTEis 4EHB 112605-HAYDENII GAE11 ss award: LEFT P FIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B DATM 10/20/17 ai 1/4"=1'-0" A R C N I T E C T 3 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e 125,V OUTLET M A SINSLE POLE HOV CUTLET IIOV OUTLET VJ Q CUTLPT WEE"" TO SWITCH OFI 110V OUTLET E =MPT W.VND FYI TTA) FINWST' RlNSTAM TTTE2 220V CUTLET WEIPPIE CONECTIOr/ IN CM. WATERI'ROOP GY011ID FAULT -tJ- GPI OUTLET MERRIPIER aWTCH SWRCH S-WAY OPER W4 SWITCH 4-Wl4T OPER Fo WALL rK.TMED LKMT CEILNG LWHT �' nta�cP 101, L GNr '0Q1 RECESSED CAN WALL 8COlL^E PIE-tlIRED VENT. FAN I ORt FER SO. PT. �.tNf. PAN WILIGHT I Ott PER 06 PT. 1 I LL V P I yl [SPEC'S'S TED T MuLmw O FLUO —..T 2-auL — AIa^uo _ Y FLUORES 4' Fvl01ESCENf ro--�r��r+ 1' TRAOC LISiR lZmmiiiiIIIIIIII PANEL miall METER O SD. eT+ola: DETEcrae eATr. eAac-u� ulLuel�ue� WALL YIOtNIED Rigir. Isaac -Is SD. 6`41@ DETECTOR Eun_ Is4oe.uP CAIEO/ NClIUD�! LIED SHALL IN A DNTA OF NOT LEM T 4 1°ETmAM LKMf I I� ET CaAS OUTLET ► tELEP1GTE JAIX I N. I TELEN810N JAgC L-J CELLMG COx IE TO eE elaPCRw N ROOD LK PA PumN of _ FOR.-*e 4--�-USE• Fq¢T LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED • HOI-EOWNER 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. GFI s ISLAND MOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 5tH EDITION (2014) LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED'2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS CIF THE FBCR 5TH ED SECOND FLOOR ELECTRICAL PLAN LvRY wvvu, rL *4,w PH: 407-774-6078 FAX: 407-774-0078 www.abdeslgngroup.com AA M: 0003325 TF.1 ti 0 W C F 4 cat y G R ti J SVSDiv a LOT. SILVERADO LOT 47 BLK 6 PROJMCW 04128.000-04761 moDsu 4EHB "2605-HAYDEN" GARAGM gl'WMWO: LEFT PALM SECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B ARCH RECTt Wwri P TM D10/20/17 8CAL8: 1 /4"=1'- 0" SHL'8T 9 • s e u� r e e r e HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS QHALL, BE CONSTRUCTED OF A VALUE 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 161 CLASS I AIR DUCT AS PER NFPA SOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL, OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBGR 5TH EDITION (2014) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. 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 RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL, FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC c..u�nvcs� O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY - y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 30�2.1.1 HVAC DRAINS SCORIATED NI^"�' BRONZE F BRASS FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 5,6000 SERIES NICKEL BRASS TOP RV.0 OPTI/SPEC Iv. SEE - aITE PLAN OFLOOR SLAB CLEAN -OUT (TYP. N PATIO LIVING ROVM DIN�NG 8' $/A RO M FROM ABOVEI BEDROOM�#2 II 12X8 I ------ ----------I------- I I I (Ili ---------- 12XI2 nI3 BATH #2 i® PASS I I THRU II I� i t I I I 50 X� ---- ---------- I I I I —_—_—_------ I I L KITCHEN O MR. I rPAN.---'�I 8X4 I2Xg 8' S/A FROM III i' ABOVE ��9X9 Ilj / I I I III FLEX FOYER III III GARAGE — — — PORCH O O FIRST FLOOR MECHANICAL PLAN COUNTERSUNK G.O. PLUG SEE SPEC. -----�?---------- ;_— I'-8'XS' CONC. FIN. GRADE _ OR PAVING — \. — `FITTING OR I I EXTENSION TO SOIL _ L OR WASTE AS REQUIRED I I J I —— — — — — — - SITE ,SIT SEE � PLAN NEXT. GROUND CLEAN -OUT CLEAN-OUT(TYPN 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) '8XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO P NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRICTURE LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK -- BROKEN LINE- RETURN TRUW< 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR THERMOSTAT m PASS-THRI AIR GRILL 6 G�soign rou1ri'�nc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdeslgngroup.com AA M. 0003325 w y w 0 a R aUDDIV. & L07 SILVERADO LOT 47 BLK 6 PROJMT# 04128.000-04761 MODRIa 4EHB "2605— HAYDEN" GARAGL SIIIIRG: LEFT PAGR: FIRST FLOOR ECHANICAL PLAN 150 MPH EXP. B r, ARCIiTECT= 1 DP �T 10/20/17 =JU 1/4"=1'-0" 61130 T 10 SECOND FLOOR MECHANICAL PLAN A R C H I T E C T! 6 Des0.!- Grou Ai N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigagroupcom AA A: 0003325 W y W 0 U y C Re 9 I� Sumrv. as LOT SILVERADO LOT 47 BLK 6 PROJECT/ 04128.000-04761 mono 4EHB "2605-HAYDEN" GARAGE BVMG: LEFT P'?PCOND FLOOR ECHANICA PLAN 150 MPH EXP. B DP � 10/20/17 SCALE: 1/4"=1'-0" SHEET 11 rU b R[LYR >MIICALLY W CCIC. Paw 4LL eS C-iJ�iT COD! IQitl IOR TE.Td D PNDH i C e• CNI - 0 - � L � V]' G1T. YL ®. eICDD DAr e!a!e PTpTRAl! TO CLNGW 10'XIp' MJpld! DOLT W 1' YtADER T@lCD.MN •!]'OG MAx We PT. ST. MAW TO BL.rG W V]'XIm' ANOIOR DCIT W Y LLNNER T•@LID.YM.D]'OC YY)e 86GTR P.T. DT. KAT! TO D.AD W (8)1[d YW801wY NAILe•IvOL fM1AX {• THN]C ]!mR P'81 • M DAYe LONG eLAD RBPOICm W I• Noertr Ira' eALK VAI.1'Jle RLTARDIRzz -=4L ,°D!L STCD LLEAN PLL TODTRD (Ub ReDAR ON CHMRB m'-m'RL RR� _ � 4 eOALlt VA'•I-m• ° 9 9 . 9 F V RlDMe (TYPJ •. b y CONC. IlM.W 1Yi' WAMlAm WM al i-YE PCLY IiMPYL@E - vAPae R[fARDlR ON mLL•COYP•dC2D CLlAH PILL 1lRFT! 1RAlIDM ONALL D! 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DOelL LMI•eD W DOW D[MT � � REEAR 4T GCRmte rr � O twRn-Cate i i' Prb CHAM 1NRl POOINb = TE .ulrx ReeMe TO HpRvcNrAL Rove W w HCDX M 0 1' CaIO. RCN. W e1i' WAMRAm • V ON i AP POLY FLEE a' '•M T!R•tIE 7REA4'!NT eHALL D! - d - �' �A"°Na'^w' (-eraer 'Jbl'aMeONCi°"°' HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR �� OMITTED DOWELS �€-m•� B LAP AT FOOTING REBAR ��r"=,vJ.,r�. TYP. REBAR LAP rrY AT LINTEL CORNERS PIPE THROUGH 1—STORY FOOTING D w BLOCK WALL E REINFORCING F BEARING CHANGE ALL EXTERIOR FOOTERS AT FINISH SLAB'S TO BE MIN- 12" BELOW UNDISTiJRBED SOIL CONTROL DATE: 07/01/15 A N C N I T E C T 5 6 Groin. AI N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 4OT-774-4078 www.abdesigngroup.com AA#-.0003325 A 1 y 14 0 w y. yO 4 y A O 1 F > ulwiV. a LOT: SILVERADO LOT 47 BLK 6 PROJAC" 04128.000-04761 xoais>c 4EHB ))2605- HAYDEN" OARAGL' awaits: LEFT PAGI MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPH EXP. B r ARCHITECT) I TM 10/20/17 DCALit 1/4"=1'-0" 8 D1 -44 PRE-ENGINEERED TRUSS 4'-C' MIN. MTS-12 BOTTOM PLATE, 1116' 06B. (2) 12d NAILS AT 2X4 EA STUD. ISM PLATE 2X4 Oft. TOP PLATE 2X4 STUD 16' OL. M I6' 088. 1/2' AS. W/ MIN. T• EMBEDMENT LOCATE 6'-8' FROM ENDS AND 32' OL. MAX TEXTURED FINISH MTS-12 META-16 TOP PLATE: 32. OL. MAX. 8' CM WALL (2) 12d NAILS WITHIN 4' OF EA, PRE-EtY MEERED END 1 (2)12d NAILS • 12' OL. TRUSS MAX IN FIELD. KNEE WALL DETAIL 1 STICK BUILT WALL DETAIL N.TS. 2 TO BLOCK SCALE: 1/2'•I'-0' SPS • EA. STUD TOP 4 _ -Ew. TRUSSES W/ �� OM SECURE 2x6 MIN. TO BLK W/ (2) Y,' ANCHOR BOLT W/ 2' WASHER SET CONNECT VERIFY WT�� FRAMING PLAN PRE-ENG TRUSSES W?R188 IN SIMP^ 4 HIGH STRENGTH DOUBLE TOP PLATE 4EADER CONNECTOR UP TO 91 SECURE 2x TO EPDXY 4' EMBED. 2X4 SECURED TO -� UPLFT NS Oft &' TAPGON9 OR -- - GABLE END W/(2112d•EA UPRK HT 2X4 BECUI�D TO CRIPPLE STUDS • 16' O.C. MAX SIMPPSON LSTA-12 • EA. JACK DOUBLE TOP PLATE SIMPSON META-24 • EA JACK FRacA•r D IV DRVE PIN (MIN SHANK SIZE J45) (MIN EMBED. I �'1 • 14EADER SIZE PER O O GABLE ENG W/(2112d SPAN CHART. STUD, BOTH SIDES OF 2xB STUDS • I6' OL. MAX W/ WITHIN 8' O' EACH p 6'-8' OL. OPENING. SHEATHING END AND 18' O.C. MAX n 2x STUDS • 16. OL. MAX W/ WINDOSHEATW D OBE WITHIN }' OF WINDOW/ DOOR ��' \ BECUFE 2x4 ON SHEATHING SHEATHING TO BE O�'� +s' OPENING AND SECURE PER FLAT TO BLK DOOR/ WITHIN }• OF WINDOW/ DOOR FASTENER SCHEDULE �' OSB. SHEATHING OR W/ CUT NAILS. WINDOW OPENING AND SECURE PER (2) STUDS, (2) JACKS • EA. }' CDX I•LTUIOOD OPENING FASTENER SCHEDULE SIDE OF OPENING KING STUDS (SEE HEADER JACK STUD ASSEMBLY TO BE{�� SPAN CHART FOR DETAILS AND BPECIFICATICN) SECURED ONE PLY • A N 6' USE 12d NAILS, TWO WITHIN 6' 2x4 BLOCKS a C" L � • GABLE BLOCKING JACKS (SEE HEADER SPAN FROM EACH END 1 NO MORE THAN 12' O.C. STAGGERED CM WALL SIDES: 2X6 GARAGE DOOR BUCK W/ (3) TRU88 2x4 BLOCKING CHART FOR DETAILS AND SPECIFICATION) WINDOW SILL W/CRPPLES 14X8• J-BOLTS 4' EMBEDMENT MIN. EA. RAFTER W' O.C. W/ 2'X2'A WASHER AND NUT L-30 EA, JACK STUD ASSEMBLY TO BE SPACED EVENLY FROM FLOOR TO RAFTER SECURED ONE PLY • A TIME. }• DIA ANCHOR BOLT GARAGE DOOR HDR IN JOINTS W. EA USE 12d NAILS, TWO WITHIN W AT 16' O.G. MAX WITH l' PRIOR TO FILLING. RAFTER FROM EACH END 1 NO MORE THAN 12' OL. STAGGERED EMBEDMENT AND 2' DIA WASHER �= I-2X6 PT BLOCK • CENTER OF 2x4 RAFTER DOOR HEADER IW(U 15'XB' J-BOLTS s 24' O.C. 8P4 OR H5 - TOP AND SIMPSON MSTAM-24 EA. 4' EMBEDMENT W/ 2'X2'W WASHER MUD NUij_oj �M� BOTTOM PLATES • EA FULL LENGTH STUD, BOTH SIDES JACK, SECURED W/ SPECIFIED ANGHIORB R (TYP) OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. 2X6 P.T. BOTTOM PLATE S: ALL ANCHORS SHALL BE IN ACCORDANCE TO MMNFACTURER'8 INSTALLATION INSTRUCTIONS UAERE SHEATHING MUST NOT SUCH INSTRUCTIONS ARE MORE STRINGENT BREAK I'-4' Mitt FF2'JI'1 2ND GARAGE DOOR TYP. EXTERIOR WINDOW DOOR � FLR LINE. %1BUCK ATTACHMENT 4 FRAMED OVERHANG N.TS. 5 OPENING WD FRAMED W FLOOR TRUSS WINDOW ® 2-STORY OPENING WALL ARCH WINDOW FRAME SECTION 6 SCALE: 1/2•.1'_0• A 5CALE=I/!'•I'-0' SCALE: V2'•I'-0' " - C C FASTENER SCHUQUL-E NOTE: TYP. EXT. SHEATHING ATTACHMENT ROOF DIAPHRAGM re Ro.G suave real w.i�s • 4 oe. FOR SHEAR 1 UPLIFT (OSB. TO BE STRUCTURAL USE 7/I6' OSB. OR 1/2' CDX PLY WITH 8 RING SHAW GUN NAILS AT 4' OL. AT GRADE) CONNECTORS FROM STUD TO PLATE Al. SUPPORTED PANEL EDGES AND 8 RING SHANK GIN NAILS AT 6' OZ. AT NOT REQUIRED EXCEPT • OPENINGS PRE-ENG. TRUE$ / INTERMEDIATE SUPPORTS. SEE DETAIL. DEL. 1X TOP PLATE ROOF SHEATHING TO GABLE END FRAME OSB. USE 8 GUN NAILS • 4' Or-VI6. 2X �TOP EXTERIOR SHEATHING m OF USE IAA OSB. OR I/2' PLY WITH 8 RING SHIAW GUN NAILS AT 6' OL. AT PANEL SIDES AND 8 RING 9HMK GW NAILS 4' OG. TOP 1 BOTTOM 1O lAr.' OSB. PANEL AND 8 RING SHANK GUNNAILS AT b' OL. A7 o 2X STUDS 16' OL. MAX a INTERMEDIATE 9UPPOR'IS. SEE DETAIL. NOTE: 8 RING 9HNJG CaIM NAILS 1 • 6. OL. IN FIELD 2X BTM, PLATE RING SHANK GUNNAILS SHALL BE PERMITTED AS ACCEPTABLE FASTENER FROM ANY MANUFACTURER. AN U 9/4' FLOOR DECKING NAIL REQUIREMENTS SIZE HEAD LENGTH DIA LE S m • F PRE- ENGINEERED s FLOOR =84 2X4 •TOP / I I I I I IROUNDQ 8d MODIFI 2 3/8, JIB tic~ OR T TOP CORD BLOCKING AT 4' OlC MAX IN FIRST 2 FRAMING SPACE$ AT EACH END. o 1 u EXT. SHEATHING ATTACHMENT FOR ROOF BOTTOM COIN. W/ (5) 12d NAILS NCIM, NAILS TO BE PFG. BY MEMBER OF INT. RAFTER OR o 9 SHE (OSB. TO BE STRUCTURAL. GRADE) E L1 SHE IP O META-16 BLK WALL STAPLE, NAIL 1 TOOL ASSOCIATION I muP .emu NOMINAL SH • K DIAMETER ROOF SHEATHING a � (D CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK 2X4X4' SECURE TO TRU88 W! 3-12d 2 RING DIAMETER OF 0AI2 OVER SHANK DIAMETER 3. I6 TO 20 RINGS PER INCH P • • - -y' W/ 114' GAP FROM BLK TO OJ3.6. O HORZONTAL 2X SPY. 9TR1C7URAL BLOCKING AT 6'-8' OL. MAX TYP. 4. 0180 1NO.1 FULL 18d1ND HEAD DIA)-ETER 8 2' DECK SCREWS • 6'-B' PERMETEIQ OF OSB. TO PRONDE CONT. NAIL PATTERN 2X4 SECURE TO 7X{ ELK WR-12d - - i+ NAIL LENGTH 0 `� MAX 11N FIELD. UNTHI�ADED O REMAINING AREA TO BE SHEATHED FROM DBL. TOP SECURE TO BLK W/ META-16 3 v SHANK TO EMEND BEYOND' THICKNESS OF SUB PLATE TO HORIZONTAL BLOCKING. OO SHEATHING • TOP OF WOOD FRAMED WALL TO BE ROOF 5PEATHING LAYOUT a, o -FLOOR SHEATHING a• STAGGERED MIN. OF *'FROM SHEET BELOW QQ INSTALL ALL SHEETS W.PACE GRAIN PARALLEL AND ENDWALL BRAG INCH BUILDING LENGTH TYP_ EXT. SHEATHING ATTACHMENT F TO STUDS 2'-0" EXTENSION OPT SERVICEDR. 8 NOT USED FOR GABLE END FRAMING S77RRJC�RALL GRADE) `� T� � TYP. 3/4' TKa SUB -FLOOR DECKW. GLUED TO EXT. WALL SHEATHING 7 9 SCALE: SCALE: I/t'•P_0 ALL EXPOSED MEMBERS A R C R I T E C T E 1 6 Design GrouM1a 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAK 407-7744078 www.abdesigngroup.com AA #: 0003325 Pq h U O a y A F O 1 R I! BUEWIV. do Lore SILVERADO LOT 47 BLK 6 -ftoj 00-04761 moDmlu 4EHB "2605-HAYDEN" GAMAGM 81IMO: LEFT PAGW.. MISC. DETAILS 150 MPH EXP. B Of P TM D10/20/1'7 SUM& 1/4"=1'-0" az� D 2 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON a' O.S.B. r;44EATI-IING OR J' GDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS =.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN % THICK, 3 GOAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1'-D' TYP. o H4 SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR J' HIG STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS PRECAST LINTEL SEE ENERGY CODE FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) S REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS ® Iro' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1—STORY 1 BLOCK WALL SCALE: 3/4' = I'-0' 1/16' OS$. OR }' CDX TYVEK BUILDING WRAP FORTIFIBER BLDG PAF GALV'D MTL. LATH 1/8' TEXTURED FINISH 0 WOOD Ya' TO % MID WALL WEEP SCREED zQ F J -a' cMu -5/8' TEXTURED FINISH A MASONRY FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED 2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN PER FBCR RS052.7 ON I,' TRUSSES WHERE 'X' BRAGIN OVER •30 FELT PAPER INSTALLED PER FBCR TRUSSES WHERE 'X' BRACING OS.B. SHEATHING OR }' CDX IS PRESENT R9052.7 ON a' OS$. IS PRESENT PLYWOOD SECURED PER SHEATHING OR }' CDX FASTENER SCHEDULE PRE-ENG GABLE TRUSS PLYWOOD SECURED PER PRE-ENG GABLE TRUSS P.T. Ix2 W/ MTL. DRIP EDGE 2x4 NAILER FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ (2) 2x4 OR 2x6 SUB -BAND CONT. 2x4 RAT RUN SECUREC P.T. Ix2 W/ MTL. DRIP EDGE 12d's * EACH TRUSS PER ELEVATIONS 0.W/ (2) 12d'a Is EACH TRUSS 2x4 OR 2x6 SUB -BAND m' TO BE INSTALLED a MID. POINT OF VENTED ALUM. SOFFIT TYP. oA TO BE INSTALLED o MID. PER ELEVATIONS TYP. TRUSS SPAN, OR 10'-0' O.C. MAX. POINT OF TRUSS SPAN, OR VENTED ALUM. SOFFIT ° SEE ENERGY CODE FORMS STIFFBACK (SEE SEALED 10'-0' O.G. MAX. FOR INSULATION R-VALUES TRUSS ENG. FOR SIZE 4 SEE ENEMY CODE FORMS STIFFBACK (SEE SEALED I' GYPSUM BOARD OR ' CONDITION.) FOR INSULATION R-VALUES TRUSS ENG. FOR SIZE 4 HIGH STRENGTH CLG. O.S.B. SHEATHING OR }' OR � CONDITION.) BOARD COX PLYWOOD. ATTACHED .� H STRENPSUM GTH HIGH STRENGTH CLG_ OS$. SHEATHING OR �B �' �' 2x4 NAILER PER FASTENER SCHEDULE WARD CDX CDX PLYWOOD. ATTACHED FASTENER SCHEDULE 2x4 ®24' O.G. ®INTERIOR ON SHEET D5 GONG. FILLED LINTEL BLK W/ / ON SHEET D5 KNEE WALL 7/6' THICK, 3 COAT PORTLAND CEMENT PLASTER (1) 05 REBAR CONTINUOUS 1/0' THICK, 3 COAT CONC. FILLED LINTEL BLK W/ OVER EXPANDED LASTED SEE ENERGY CODE FORMS PORTLAND CEMENT PLASTER (1) 05 REBAR CONTINUOUS METAL LATH ON FORTIF15ER I FOR INSULATION R-VALUES OVER EXPANDED SALVED JUM50TEX GRADE 'D' PAPER PRECAST LINTEL METAL LATH ON FORTIF15ER PRECAST LINTEL OVER TYVEK BUILDING WRAP WINDOW ATTACHMENT AS JUMBOTEX GRADE 'D' WINDOW ATTACHMENT AS (REFER TO STUCCO SPECS PER MANUFACTURES PAPER OVER TYVEK PER MANUFACTURES FOR COMPLETE INFORMATION) SPECIFICATIONS BUILDING WRAP (REFER TO SPECIFICATIONS ( STUCCO SPECS FOR WEEP SCREED PRECAST SILL COMPLETE INFORMATION) PRECAST SILL (SEE DETAIL 2) (1) 5 REBAR VERTICALLY WEEP SCREED (1) 45 REBAR VERTICALLY SECURE GABLE TO 2x6 P.T. W/ GONG. POURED CELL (SEE DETAIL 2) W/ CONC. POURED CELL PLATE W/ 12d's 6' O.C. MAX F Ix2 P.T. FURRING STRIPS SECURE GABLE TO 2x6 P.T. Ix2 P.T. FURRING STRIPS ® I6' O.C. PLATE W/ 12d's 6' O.C. MAX 0 16' O.G. SECURE 2x6 PT. PLATE TO 8, CMU SECURE 2x6 PT. PLATE TO BLK W/ J'x9' ANCHOR BOLT W/ 1 BLK W/ }'x'B' ANCHOR BOLT 2' WASHER SET IN SIMPSON 1/2' GYP. WL. BD. W/ 2' WASHER SET IN SIMPSON GYP. WL. BD. HIGH STRENGTH EPDXY l' WOOD BASE HIGH STRENGTH EPDXY 7' WOOD BASE EMBED. MIN. o 32' OC MAX. —7 EMBED. MIN. is 32' CC MAX. %' THICK, 3 COAT THICK, 3 COAT PORTLAND CEMENT I4 PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED I m DIRECTLY TO MASONRY DIRECTLY TO MASONRY �o �o NOTE: 1—STORY GABLE 1—STORY GABLE PER FBCR W52.1 - FOR ROOF SLOPES 2:12 TO W/ VAULT CLG. LESS THAN 4:12, A (2) LAYER UNDERLAYMENT 1 BLOCK WALL A SCALE: 3/4'-1'-0' BLOCK WALL SYSTEM IS REQUIRED, FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS USCALE:3/4'=1'-O' PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE Iv, OR ASTM D 6157 CMIU DRYWALL 4' OR I'X2' P.T. NAILER Ix4 P.T. OR MIN SECURE WEEP SCREED ❑ E 4 EXTEND INTO INTO FLOCK W/ i{•• TAPCONS LOCK W?VTAPCONS OR DRIVE PIN DETAIL � WOOD TO MIN. SWANK SIZE J45 MRL HEAD SIZE 300 LOCK CONNECTION ❑ MIR EMBEDMENT E WITHIN e' 6 EACH END 4 IBM 2 OC. MAX SPACING SCALE: DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3/4 OR +5/4 A WINDOW TO BLOCK +3 4 OR +5 4 SCALE: P-P-& 2X4: cm SECURE TO BLOCK W/ V TAMONS OR DRIVE PIN MIN SHANK SIZE 145 MIN HEAD SIZE 300 MIK EMBEDMENT I Y•) WITHIN S' OF EACH END 4 18' OG. MAX SPACING. 2X6: cm SECURE TO BLOCK W/2-% TAMONS OR 711E PIN (MIN. SHANK SIZE J45 ❑ MIN. HEAD SIZE _100 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACWC a, CMU 2XSI ® Y' DRTUNLL SEOIRE TO BLOCK WO-W.I'X4' TAPCONS OR DRIVE PIN OR I'X2'P.T. NAILER (MIR SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y.'1 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 IBM OC. MAX BF'ACING. gTtACH t0 2X PER MANUFACTURES DETAILS. �Q�NOT USED NOTE: SHIM AS NEEDED TO PLMB JAMS (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +1-1/2" B WINDOW TO BLOCK +1-1 2" SCALE: 1'•i'-0' 2X4: ® 2X4, ® 2X4, CiM SECURE TO FLOCK W/ 1/6 SECURE TO BLOCK W/ SEGUE TO BLOCK WW,' TAPCONS OR DRIVE PM TAPC," OR DRIVE PIN TAPCONS OR DRIVE PIN MIN. SHANK SIZE J45 (MIN. SHANK SIZE J45 (MIN. SHANK SIZE J45 MIR HEAD SIZE 300 MpL HEAD SIZE 'N MIN. HEAD SIZE -00 MIN. EMBEDMENT I Y.•) WTHM 8' OF EACH END 4 MIN EMBEDMENT I VI WITHIN e' OF EACH END 4WITHIN MIR EMBEDMENT I Y•) S' CF EACH END / B' OG. MAX SPACING. IBM or- MAX SPACING. IS' OG. MAX SPACING. 2X6: ® SECS TO BLOCK W,2.%' TAPCONS OR DRIVE PIN NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 1 SECURED 2X6: ® SECURE TO BLOCK W12-4W TAPCONS OR DRIVE PIN ❑ NOTE: STIR1ICIURA.L 2X MUST 2X6, F SECURE TO BLOCK W/1-V4' TAPCONS OR DRIVE PIN ❑ NOTE: 6TI4R1CTURAL 2X MIST BE ON OUTSIDE 4 SECURED THROUGH (MUL SHANK SIZE 145 MIR HEAD SIZE 300 THROUGH NON-STRUCTURAL NN' TAPCON MIN. I-V MIN SHANK SIZE .145 MIN HEAD SIZE MC BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL (MIN. SHANK SIZE J45 MIN. HEAD Slg 300 NON-STRUCTURAL MIR 1-B MIN EMBEDMENT I Y.'1 EMBEDMENT INTO BLOCK. MIN EMBEDMENT 1 Y4'1 %' TAPCON MN. I-Y4• MIN EMBEDMENT I Y.) EMBEDMENT EDMETAPCON EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 a, a,u WITHIN S' OF EACH END 4 INTO BLOCK WITHIN W OF EACH END 4 19' O.C. MAX SPACING. K• DRYWALL B' OC. MAX SPACING. [�kEMBEDMENT a, cm IS' OC, MAX SPACING. S' CMU 15' DRYWALL 2Jm, ® SECURE TO BLOCK W!J-9L' I'X4' OR I'X2' P.T. NAILER 2XS, ® 9EQIE TO BLOCK WR-4,(4' )S' DRYWALL 2X8: ® �C11E TO BLOCK W/1-1/4` I'X4' OR I'M' P.i. NAILER TAPCONS OR DRIVE PM 3W OSB. X 4' MIN TAMONS OR DRIVE PM I'k4' OR 1'M' P.T. NAILER TAPCONS OR DRIVE PIN VW O.8B. X 4'. MIN (MIN. SHMK SIZE J45 DOOR CASING (MIN. SHANK 61M J45 DOOR CASING (M81 SHANK SIZE J45 - DOOR CASING MIN. HEAD Sig .500 DOOR JAMB OR WINDOW MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIR HEAD SIZE 300 I Y ATTACH TO 2X PER F EMBEDMENT YfiND ATTACH TO 2X PER EACHNT 1 YEND JAI'iD WINDOW WITHINEMBEDMENT 8- OP EACAW ES 1 Wi' O.C. MAX SPACING. MAN PACTIRES DETAILS. WITH OMIR / IS' OG. MAX SPACING. MANUFACTURES DETAILS. WITHIN B'EOFI / " OG. MAX SPACING. ADOOR MANFACTURE9 DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +1-15 16' WINDOW TO BLOCK +1-15/ 6' V-P-0, 2X4: cm SECURE TO BLOCK W/ i(N' TAPCONS OR ORIV£ PM (MIN. 614ANK SIZE J45 MIN, HEAD SIZE 300 MIN EMBEDMENT 0") WITHIN B' OF EACH END 1 MAJ( SPACING. SX6: SECURE TO BLOCK TAPCO4S OR DRIVE PM NOTE: STRUCTURAL 1X MUST BE CN OUTSIDE 1 SECURED (MIR SHANK SIZE J45 THROUGH NCIN-6TRJCTURAL MIN. HEAD SIZE 300 9(' TAPCON MIR 1-Y.' MIN. EMBEDMENT I V) EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 e. cm 18' OG. MAX 9PACMfs. K' DRYWALL 2X8: ® SECURE TO BLOCK WM3-i(+' I'X4' aR I'M' P.T. NAILER TAPCONS OR DRIVE PM I' P.T. X 4' MIR (MIN. SHAW SIZE US DOOR CASING MIR HEAD SIZE 300 DOOR JAMB OR WINDOW MIR EMBEDMENT I V) ATTACH TO 2x PER WITHIN S' MAXEACH END 4 IBM OG. X SPACING. MAN FACTUTES DETAILS. NOTE: S41M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.') DOOR JAMB TO BLOCK +2 1/4" �111 WINDOW TO BLOCK +2 1/4" SCALE: NOTE, 8HM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W) DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +T L' SCALE: 2x4: CM SECURE TO BLOCK W) x• TAPCONS OR DRIVE PIN MIN SHANK SIZE J45 MIN. HEAD 012E "0 MR. EMBEDMENT I Y WITHIN 8' EN EACH END / MAXIBM OG. X SPACING. NOTE, STRUCTURAL 2X MUST TH ON OUTSIDE 4 SECURED TFI' 4 NON-STRUCTURAL 2X6: ® TAP 1-Y- MININTO %EMBEDMENT SECURE TO BLOCK WR-Y(' EDMENCON EMBEDMENT INTO BLOCK B TAPGONS OR DRIVE PM (MIK BHANC SIZE J49 ❑ b• CMU MIN. HEAD SIZE 300 k DRYWALL MIN. EMBEDMENT I Y') WI IN 8' OF EACH END 4 1'M' OR I'X2' P.T. NAILER IS'O.C. MAX SPACING. 2NO 2X SECURE TO 2XB, ® STRUCTURAL MEMBER W)(2A2d SEO Rr TO BLOCK W/J-V WITHIN B• OF EACH END 4 6' TAPCONS OR DRIVE PIN TO S' OG. MAX (MIR SHANK SIZE J45 DOOR CASING MM. MEAD 912L+ 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 W OL. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED Y: ) DOOR JAMB TO BLOCK +3" F WINDOW TO BLOCK +T SCALE, V-P-0' NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3-7/16" G WINDOW TO BLOCK +3-7 16" SCALE: I' • I'-0' 2X4: CM SECURE TO BLOCK WILY: TAPCONS OR DRIVE PIN (MIR SHANK SIZE J45 MIN HEAD SIZE 300 MIR EMBEDMENT I Y4•) WITHIN S' OF EACH END 4 B• O.C. MAX SPACING. 2X6: CIM SECURE TO BLOCK WA-114' TAMONS OR DRIVE PIN NOTE, STRICTURAL 2X MUST MIN. SHANK SIZE J45 BE ON OUTSIDE 4. SECURED MIR HEAD SIZE -400 THROUGH NON-6TRJCTIRAL MIR EMBEDMENT I Y:) j(N' TAPCON MIN. 1-Y' WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK V D.C. MAX SPACING. e• Gf Il 2X81 ® V DRYWALL SECURE TO BLOCK WA-"' TAPCONS OR DRIVE PINVX4' OR I'X2' P.T. HAILER (INK SHANK SIZE 345 i• P.T. X 41 MIR MIR HEAD SIZE SWDOOR CAGING MIR EMBEDMENT I Y4,) WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' OC. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +3 3/4" H WINDOW TO BLOCK +3 3 4" SCALE, I'•1'-0' • 0 p Y I r C C r■ 6 Design GrouP":n.. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdestgngroup.COM AA 8: 0003326 w IN w 0 y 0 14 0 1 oumxv. a LOT. SILVERADO LOT 47 BLK 6 0�412 000-04761 MOD=, "2605—HAYDEN" GARAGM 87/I90: LEFT PA43L: MONOLITHIC 1—STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCWTECT: STATE OF ROI�DA Dw10/20/17 IUD L 1/4"=l'-0" slim= D 3 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RW521 ON �,,' 0.5 B. SHEATHING OR J' 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 }' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5. 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. a 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/ TRUSS PLAN S/e' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY FIRST FLOOR BLOCK SECOND 1 FLOOR FRAME SCALE: 3/4'=1'-O' — _SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD TWIST STRAP VERIFY W/ TRUSS PLAN WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS R 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE -ENS FLOOR TRUSS (INSTALL PER MFG. SPECS.) J' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (U 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS IS I6' O.G. 6' CMU 1/2'GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RW52.1 ON a' OS$. SHEATHING OR J'cox PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK (SEE SEALED TRUSS ENG, FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ i'x6' THRU-BOLTS * 32' O.G. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 6' O.G. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 6 24' O.C. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.5. SHEATHING OR #' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/6' 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 I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. s TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 IS FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS is EACH TRUSS. BTM. RIBBON TO BE P.T. WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN % THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY GABLE FIRST FLOOR BLOCK SECOND 1A FLOOR FRAME SCALE : 3/4' - I' -0' 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's ® EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-vALUES I' GYPSUM BOARD OR #' HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS 0 IV O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) J' GYPSUM BOARD OR I - HIGH STRENGTH CLG, BOARD CONIC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONIC. POURED CELL Ix2 P.T. FURRING STRIPS 6 I6' O.C. 6' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RW52.1 ON J' O.S.B. SHEATHING OR J'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 10000 UPLIFT CONNECTOR 2x6 SYP 02 DBL TOP PLATE WALL SHEATHING 2x6 SYP 42 — WOOD STUDS AT 12' O.G. MAX 2x6 P.T. SYP 02 SOLE PLATE 05 REBAR to 16' O.C. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN. SEE ENERGY CODE FORMS FOR INSULATION R-VALUES z m LQ zf) v A c0 „ WALL . SECTION - WOOD FRAME TO 1BBLOCK WALL SEE ENERGY CODE FORMS FOR INSULATION R-vALUES R' GYPSUM BOARD OR' HIGH STRENGTH CLG. BOARD SIMPSON SP2 ® EA. 2X6 STUD }' DRY WALL }' DIA ANCHOR BOLT AT 16' O.G. MAX WITH 1' EMBEDMENT AND 2' DIA. WASHER SIMPSON SPI * EA. 2X6 STUD (1) COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (1) 05 REBAR HORIZONTALLY PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS i PRECAST SILL Ix2 P.T. FURRING STRIPS 9 16' O.C. 8' CMU 1/2' GYP. WL. BD. (1) 04 CONTINUOUS REBAR WOOD BASE 04 REBAR 413' LONG W/6' HOOK ® 24' O.C., MIN. 24' IN SLAB 2'-0' 1 IN SLAB) ` 4' CON(, REINF. W/ 6'xb' WIAXWI.40 WWM ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE 6 6 6 BORA-CARE (3) 05 REBAR ON CHAIRS 2'-0" 2x STUDS o Iro' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE 40 .S.B. SHEATHING OR J' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET p5 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO 2x STUDS o IV O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE NOTE: PER FBCR '3052.1 - 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 D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 EXTERIOR WALL Sams (WALL SHEATNI4Ca NOT SHOWN FOR CLARITY) FASTEN STUDS TO BLOCK WALL F AS USP MST AS STRAP u" STRAP • EA END (UND) 4 SPACE STRAPS AS FOLLOWS, PLACE STRAPS MID FASTENED AS SHOUN WRH ONE ADDITIONAL STRAP AT EACH WINDOW Krc(O STUD MIN (10) Wd COMMON NAILS INTO STUD M48 DIA x 1 1/2' LOW.)INFORMATION) 3/4' T 4 G SUBFLOOR GLUED STUCCO SPECS FOR COMPLETE AND SCREWED AS PER -" MF'C'' 32' Or- FASTENER SCHEDULE ON 40 .11440 M�IM4 r' 448' oc 2x4 CONT. ® TOP AND BT. OF SHEET D2 TOP OF STUD WALL FLR TRUSS (TOP 2x4 SUPPORTS _ SOLD 7PLATE BT PLATE OF 2ND FLR, BTM. 2X4 FILL ALL REMAINING. STRAP MOLES W( Wd NAILSINTO PRE-ENG FLOOR TRUSS FOR WALL SHEATHING NAILER) PRE-ENG FLOOR TRUSS FASTEN EACH 2X4 RIBBON W/ WOOD eAacr>G FASTEN EACH 2X4 RIBBON W/ (5) (5)12d NAILS g EACH TRUSS. Do NOT PLACE SCREW IN SIMPSON HETA-I6 EMBED. 12d NAILS o EACH TRUSS. BTM. GYPSUM BOARD OR �' STM. RIBBON TO BE P.T. TOP OF TOP HOLE NEAREST TO TOP STRAP ® 32' D.G. MAX VERIFY RIBBON TO BE P.T. H HIGH STRENGTH CLG. nasormr u4aL� 9 OF CU BLOCK W/ TRUSS PLAN WEEP SCREED (SEE DETAIL 2/D3) BOARD PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) = cONNEOrBOTTonOF STRAP To CM BLOCK WALL QV 111,11 'DIA.x1-w' ' GYPSUM BOARD OR %' EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK W/ MASONW R HIGH STRENGTH CLG. BOAD W/ TRUSS PLAN (1) 05 REBAR CONTINUOUS CONIC. FILLED LINTEL BLK W/ CM BLOCK %' 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'=r-m' 3 SCALE: NTB SCALE: 3/4'= I'-0' A R C N I T E C T 2 Grown. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.mn AA S: 0003325 w rq y w 0 w 0 N 0 c e L Iv. se wisVERADO OT 47 LK 6 04128.000-04761 MODS 4EHB "2605- HAYDEN" GARAOL' OWWO: LEFT PAGIM MONOLITHIC 2-STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARECT: Am mRLA FDATjL. 10/20/17 1/4"=1'-0" D4 PRECAST MADEWMIN) 2 X 4 (MIN 2 X 3) 1-3n6 7APCCN OR DRIVE PM (MN SHANK SIZE MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 a. FROM EACH END MID B' OL. MAX MIN I-I/4' EMBEDMONt,�.w 2 X 6 MIN 2 X 3) 2-3/16 TAPOON OR DRIVE PM (MIN SHANK SI3+J45 w_ - MIN 14EAD SIZE 300 MN EMBEDMENT 1 1/47 a. FROM EACH END AND W OL. MAX. MIN 1-1/4' EMBEDMENT 2 X 8 (MIN 2 X 9) 2-3/16TAF'CQR OR DRIVE PM (MIN SHANK SMEJ•49 MIN HEAD SIZE 300 2X4 SOLID BLOCKING MIN EMBEDMENT 111 SEGUE TO SHEATHING W/ 8' PROM EACH END AND b' MIN. 2-t2d PER 15LK EA. END OZ. MAX MIN 1-V4' EMBEDMMENT 1/16' OSB S IEATHNG CM WALL ARCHWAY DETAIL 1 16" ANDALE, Al-.'VZ'•' DEL. TOP PLATE 2X4 16. CC, MAX SECURE 2X4 TO WOOD 02-Ud a 6'-e' OL. STACeARED PIN (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3" MIN EMBEDMENT 0.1 WAN 8' EA END NOT TO ARCHWAY EXCEED I8' OL. MAX 2X4 SOLD 6T. PLATE BLOCKING SECURE 1/U.' PLYWOOD. TO SHEATHING WITH OR TA6' OARS MIN. 2-12d PER BLK EA. END EXTERIOR ARCHWAY aJ SCALE: IR'•1'-0' lO. T,W OSB. OR;4' PLYWOOD SHEATHING O -90 BLDG FELT 0 24• WOE 26 GA GALVANIZED METAL FLASHING MST ADD DBTO, 36- WIDE MD AND MST BE A MN 24' WIDE METAL. O5 FIBERGLASS SHINGLES DBL. TOP PLATE 2X4 I6. OL. MAX SECURE 2X4 W/ 24W TAPCONS OR DRIVE PIN (MN. SHANK SIZE 145 MIN HEAD SIZE MO MN EMBEDMENT I & W/H 8' EA END NOT TO EXCEED B' OZ. MAX 2X4 50LIC BLOCKING SECUR TO SHEATHING UM MIN. 2-12d PER SLK EA E'N[+ WITH WINDOW � SCALE:IR••r-0• PIsECAST HEADEWMIN) 2 X 4 (MIN 2 X 3) 1-3/N• TAPCCN OR DRIVE PIN (MIN SHANK SIZEJ45 MN HEAD SIZE MO MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND IB' 0C. MAX. MN 1-1/4' EMBEDMENT 2 X 6 MM 2 X 3) 2-3/16 TAPCCN OR DRIVE PM (MIN SHANK SIZEJ45 MN HEAD SIZE 300 MN EMBEDMENT I V4') 8' FROM EACH END AND 16' O.C. MAX. Mr"'1-V4' EMBEDMENT 2 X 8 MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SUE.148 MIN HEAD 812E 300 1/I6' 08B BHEATIQ MIN EMBEDMENT I 1/4*) 2X4 K' OL.MAX' MA 8' FROM EACH END AND IS' (WHEN OVER M' INHEGI4T-) O.C. MAX. MIN 1.1/4' EhBEDMENT 2X4 SOLID BLOCKING — SECIIE TO SHEATHING UV MR 2-12d PER BLK EA END ARCHWAY DETAIL 4 16 AND UP SCALE, tR'•I'-0' CLOSED VALLEY FLASHING DETAIL �'JJ NTS. IR' BOARD 4 TENT. SIMPSON SIMPSON SP4 DBLTR1B8 2X4 D. TOP PLATE ISL SP4 32' O.C. • 32' OC. iR' DRYWALL 2X4 WOOD STUDS alb' OC. UNTO. ON TRUSS PLAN 2X4 CONT. STRESS BLOCKING MID -WALL 2X4 PT. PLATE SIMPSON 8P4 32' O.C. MAX 1/2"' AB. 32' OL. TI EMOIEDMENT CONC. SLAB 2 ai'a CONT. 1-STORY 7 INT. BEARING WALL SCALE, IR'.I'-0' NOTE, FOR 11UALL8 WINO UPLIFT OR HAS FLOOR LOAD ONLY. DO NOT INSTALL CONNECTORS. DOUBLE TOP PLATE 2X4 C74TMOUS STRESS BLOCKING MID WALL 2x4 STUDS a 16' OZ. MAX, UDA j' T 4 G SIBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE IST FLOOR STUDS TO 214D FLOOR STUDS SIMP50N MSTA-36 a 32' O.C. MAX PRE-EW. FLOOR TRUSS DOUBLE TOP PLATE 2.4 CONTINOUS STRESS BLOCKING MID WALL 2.4 STUDS a 16' OC. MAX, WONL IR' GYP. W-. BD. SECURE ST. PLATE TO SLAE W/ 1,'. S' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN SIMPSON SP4 a 32. O.C. MA: %11NT. 2-STORY L.B.W. SCALE: IR'.I'-0- PRE-ENG TRUSSES CONV. FRAMED RAFT a' O.S.B. SHEATHING OR I' COX PLYWOOD SECURED PER FASTENER SCHEDULE 2x4 BLOCKING UNDER WALL STUDS SCARE BETWEEN TRUSS BAYS W/ (3) 12d'= EACH END 2. DOUBLE TOP PLATE STUDS a W' OL. MTS-U a EVER STUD 2X4 BT. PLATE DORMER 9 ATTACHMENT SCALE, IR'•I'-0' DBL. TOP PLATE SECURE 2 X RIP TO FIT WR-12d8 6'-8' OZ. MAX T/8' TEXTURED FNISHN -1/16' O86 SHEATHING 2 X 4 *'Or— MAX (WHEN OVER W 1N HEIGHT.) 2 X 4 (UFEN OVER IS' M MIGHT.) 1/4'TEMPERED MASONITE GLUE 4 NAIL W/bd'S 8'-I2' OL. IF PEEPED. 2 X SOLID 9LKY. a ARCH SECS W/2.124 EACH END ATTACHMENT PER MANIFACTUIER'S SPECS. MTL WOW FRAME 'NOTE: NO GAP • LLDIU PRAMS TO EXCEED 1/4' %1 ARCHWAY DETAIL � CUTAWAY 1-1 SCALE: PRY 2 X 4 MN 2 X 3) 1-3A6 TAPCON OR DRIVE PIN (MIN SHANK SIZEJ45 MN HEAD SIZE 300 MIN EMBEDMENT1 1u') S.FROM EACH END AND 18' EXISTING BLK ASV. CZMAX. MIN 1-1/4- EMBEDMENT 1/4' TEXTU ED FINISH 2 X 6 (MIN 2 X 3) 2-3A6 TAPODN TAY TEXTURED FINISH OR DRIVE PIN MIN SHAW SIZEJ45 MN HEAD SIZE 300 1/16' OSB SHEATHING MIN EMBEDMENT 1 1/4') 0' FROM EACH END AND m' 2 X 4 li' Ot. MAX. OL. MAX MIN"14' EMBEDMENT (WHEN OVER Ka' IN HEIGHT-) 2 X 4 (WHEN OVER IS- 2 X 8 (MN 2 X 3) 2-3/I6 TAPCON 16' IN HEIGHT-) OR DRIVE PM MIN SHANK SIZEAS MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 2 X SOLID BLK'G • ARCH SECURE WR-Ud EACH END W FROM EACH END AND B' ATTACHMENT PER OL. MAX MIN 1-1/4' EM I EDMENT MANFACTLMR'S SM". MTL MJUI FRAME 114' TEMPERED MASMITE 4NOTE: NO GAP a WOW FRAME GLUE 4 NAIL W/Sd'S W-12' OC. TO EXCEED 1/4- IF NEEDED. ARCHWAY DETAIL B CUTAWAY SCALE: IR'.1•_0• ROOF TRUSS UPLIFT CONNECTOR NOT SHOU-N FOR CLARITY (SEE SHOP DUr.S.) EXTERIOR WALL SHEATHING (SEE NOTES) FASTEN EACH STUD TO DBL. TOP PLATE W/ USP SPT24 NAIL PER MANUF. SPECS. SECTION AT TOP D SCALE: NTS OF EXTERIOR WALL ASPHALT SHINGLES OVER 30 FELT ON 1/16' OSB. PRE-ENG GABLE TRUSS SPF STIFFBACK (SEE SEALO EW- PACK FOR SIZE 4 CONNECTION) 2x4 SFF BLOCKING BETWEEN TRUSSES WERE 'X• BRACING IS PRESENT COIN. 2.4 SFF RAT RUN ' SECURED UV (2) 12d'a a EACH TRUSS (2) 2x4 7 S.YP. DIAGONAL BRACE W/ (3) 12d.6 a EACH TRUSS (DIAGONAL X-BRACING TO COVER S-TRUSSES p GYPSUM BOARD OR I' HIGH STRENGTH CLG NOTE: BOARD DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE a ANY SPAN B'-0' OR GRATER REFER 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 EODUALY FROM CENTER TO END @GABLE X-BRACING 1 v SCALE: IR'.1'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE Milt (3) 12d NAILS OR MIN. (4) 10d GUN NAILS b16 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2. RAFTERS Ix8 NAILER SECURE TO TRUSSES BELOW IIU (2) 12d NAILS OR (3) IOd GUN NAILS a EA TRIM RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP ROOF DECKING PRE-ENG TF PRE-ENG CONY. FRAMED ROOF 1v SCALE: V2'•I'-®• 0-0' 70 30'-0' (1)'X' BRACE 30-I• TO 60'-0' (3) 'X' BRACE (I 'X' BRACE a CENTER) (2 'X' BRACE DIVIDED ECIUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER —� a30 FELT ON T/I6' OSB. (2) 2X4 4 SYP DIAGONAIL BRACE W/ 3-12d a EA TMM ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING WERE 'X' BRACING IS PRESENT (2) 10d NAILS EA END TO TRUSS OFF STIFFBACK (SEE SEALD EW PACK FOR SIZE 4 CONNECTION) cLr2MlOr1 1/16' OSB SHEATHING TRUSS 24' oc. USE Sd NAILS AT 4' oc. EDGE 4 6' ox:. FIELD 1R' CLG. BOARD 2X4 W/ 3/8' X 5 LAG 632' OC. M NAIL CONT. RAT RUN TO OR SIMPSON META-2 s 92' OZ. M %. TRUSS W/ (2) 12d a EA TRUSS 2X4 SYP RAT ADJACENT 70 DIAGONAL BRACE. SHEATHING NAILITY= TO BE 6' O.C. IN FIELD DBL TOP PLATE 4. OZ.-ALL EDGES WOd NAILS 2X4 STUD W' OL. MAX. n2-STORY GABLE END CROSS BRACING SCALE: IR'•I'-0' • im UPLIFT 5IMP50M HTSM20 WAO 10d TO TF318S AND (4) V4' x 2 114. TAPC0NS TO COW POURED LINTEL • 23W UPLIFT (2) SIMPSOM WTSM20 INSTALLED ON OP"ITE FACES OF BLOCK WALL W/10 IOd TO TRUSS AND (4) 1/4' x 2 1/4, ( 1TRUSS ANCH OR RETROFIT N.TS. 12' FINISH 4a LANDING: 3/4' PLYWOOD FF. �- �— I DBL 2X6 � 36' MIN. FINISH 1 3/4' PLYWOOD WITH LANDING DETAIL 4 12-0 COMMONS WINDER DETAIL \ NAILED RIN R FINISH LANDIN PLYWOOD INTO 3/4' PLYWOOD FF_ EACH STRINGER 3-2xl2 SYP STRINGER ' DBL 2XI2 REINFORCED W/2X4 SPFOROOR JOIST W/CONT. BEAD OF SUB -FLOOR ADHESIVE FL-400 OR SIMILAR 0 EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3)IH8 3' SCREWS 0 EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING NOTE: STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) MIN. TREAD 10', MAX. RISER -1-3/4' 3/16' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR GROSS SECTION DIA. TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPABI L ITY WINDERS- MIN. Fi' WIDE ® NARROW END MIN. 11' WIDTH 6 12' FROM NARROW END 34' MIN. HANDRAIL HGT. 2XI2 TREAD CUT TO FIT IX8 RISER 10, z HAND RAIL 1/2 DRYWALL IXIO TRIM I' NOSING TYP. (3) 10d CUT NAILS 0 2X4 P.T. �. X SLEEPER INTO m SLAB 3 STAIR SECTION DETAILS SCALE: 3/4'=V V A R C N IT E C T S 6 Design Grou IR�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAK 407-7744078 www.abdmlgngroup.com AA p: 0003326 F w h 4 W 0 0 F O u 1*1 aumrv. at WTIN SILVERADO LOT 47 BLK 6 ROM 00 04761 MODRU 4EHB "2605— HAYDEN" GARAGE 87I1290: LEFT PAGM: MISC. DETAILS 150 MPH EXP. B ARCHITECT: -11 STATE OF FL A EARNOM937;,2'3 HACRA r 10/20/17 1/4"=1'-0" D5 PRODUCT APPROVAL LISTING -SHINGLES -STANDARD PRODUCT APPROVAL LISTING EXPIRATION DATE FL 30446-R4 SIMPSON STRONG TIE CO STRUCT CDMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10447-R3 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10456-R3 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 17236-R2 USP STRUCTURAL CONNECTORS STRUCT CDMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244-R1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 1Z131/2020 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 7473-116 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-R4 MI WINDOWS & DOORS SINGLE HUNG 2014 FBCR 12/31/2017 FL 13349-114 MI WINDOWS & DOORS SLIDING GLASS DOOR 2014 FBCR 12/31/2017 FL 15333-R2 MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR 1Z131/2017 FL 15076-113 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 5684-117 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 5891-115 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR 12/31/2018 FL 107S8-R6 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR 04/13/2019 FL 10477-R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13192-R4 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13223-R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13265-R2 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 4103-R8 TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR 12/31/2018 FL 7006-R9 IKO SHINGLES 30 YEAR 2014 FBCR 9/6/2021 FL 158-118 CASTCRETE STRUCTURAL LINTELS 2014 FBCR 9/11/2018 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (Sth EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 09/26/201 A R C H IT EC T 3 Design Ga .1 141 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdealgngroup.com AA A: 0003325 F h b 0 h O Er 1 8 BT.THDm aLoT SILVERADO LOT 47 BLKK 6 0�4128 00-04761 MODMA 4EHB "2605-HAYDEN" aARAOE B71MO: LEFT PALM: PRODUCT APPROVAL LISTING 150 MPH EXP. B Of , APA>rrECT: P TM D10/20/17 BCALW. 1/4"=1'-0" BIfm'P D6) PREFOItl"ED CONTROL JOINT- - FLANGE OF CONTROL JOINT. 1d BE WIRED TIED TO LATH a 9' OL, MAX (VERTA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS ND _ BEYOEXCEPT STAPLES W) V LEG MAY BE USED TO TEMP. SECWeE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • l' O.G. MAX VERTICALLY I 'H SHALL NOT CONTINUOUS !OUCH CONTROL. NTS BUT SHALL i' THICK, 3 COAT CEMENT PLASTER WRB LAYER •2, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED el' (VERT.) Or —MAX AT SUPPORTS URB LAYER al, STUCCO WRAP WOOD SHEATHING STOPPED AND E J AT EACH SID. ASTM CI063 PRov DE 2X4 BLOCK JA PLACED FLAT MAX 6' TO 8' fRG'1 CONTROL JOINT UFIEN CONTROL JOINT FALLS ON ISTENERS FOR LATH TO BE NAILS OR / / STILL STUD IPLES IN COMPLIANCE Ulf ASTM CI063 IRE TIES TO BE (NO. 18)0D415' WIRE ILOCKING SHOWN MAY BE IN ADDITT \ WALL STUDS REGIIRED PER PLAN OL POI.D IYLaI®. M. 4 e1GLD OL FOLD a•IAt® . Pl.4 2. c1w:4eE • R. O 3.OREAeE • R. c OL POI.p IaaaFD • R. a z. L1aEABE . M. n FOLD ® L FOLD NIIxNiO • R. A z. aaCAHF • n. e s. aEaee . n. c 6 FOLD . C O CM. 8 7C M..C TOUGHCD taDrton R.atlae � BOITan FLarr,e awTlR rturt xu. FOLD, m2 ee art. i' THICK, 3 COAT CEMENT PLASTER ~1111), N' 2 COAT a PL4eTER lRU) UM LAYER -2, FORTIFBL-R BUILDING PAPER~* air) URB LAYER 1, STUCCO WRAP(aRNi' air) B I-FLAIHIl3 NOTE - APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) N 6' a HOMZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORMER SHEATHING TAPE � FINK LAP . HETdL LOTH \ / he x x x—� LATH VERTICAL LAP TO BE I' n n—T-n METAL LATH MIS LAYER •I, I J' THICK, 3 COAT CEMENT STUCCO WRAP PLASTER e nw PAPea LdP (iELCW cKLr METAL LATH WRB LAYER •2, FORTIFIBER URB LAYER \ 4, FORTR IF BUILDING PAPEIBER / BUILDING. PAPER \ / I Wes LAYER 9, �. STUCCO UIRAP J � WOOD SHEATHING 2 APER LAP SCALE, I W-P-0' ® KICKOUT DETAIL e•h(V iSoLow �I �� (� �.t IlOTALL IGILICC'11T rLmHan ar tsorray o Roa ( YNLL MIERIELTIDH. VERTICAL LATH & PAPER DETAIL NOTE. SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMWG MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 00415-IN (121-MM) WRE AT INTERVALS NOT MORE THAN S' (229-MIN). AS PER ASTM C1063 lJd1. FOR REPAIR OF TEARS IN WeB LAYERS, TEARS MAY BE PATCHED WMOUSE WRAP TAPE MR MANIF. SPEC. OR PEEL 4 STICK WOOD E SHEATH PAPER STUCCO HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU WRE, LAYER "I, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED _z 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING Z (NAIL TO ROOF DECK, NOT f E WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, , �—L INSTALL WITH ROOF CEMENT ROOF ROOF PER ELEVATIONS Y"L" FLASHING N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHIA ERIALdAT1ER W/HOUSE 7\ U1fiAP MATERIAL)OVER _ \4• APPROVED HOUSE WRAP. I. OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE J FLASHING STEP Of 6' .6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE UV HOUSE ILRAP MATERIAL) OVER 4'x4' SELF-ADI$RING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING To EXTEND ONTO PIPE ��pMEMBRANE CUT AND OVERLAP ONE SIDE OF SELF-ADHE$TEP 42 FLASHING RING UPS LAYER -1. STUCCO WRAP URS LAYER R. FORrIFIBER BUILDING PAPER METAL LATH 6'x6'SELF-ADHERIN6. MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED STRAPS, STAPLES) AS HOUSE WR4P. REQUIRED TO SECURE FLASHING TO EXTB.IID ONTOIPE P PIPE/ WRE TO FRAMING 4'x4' SELF-AOHERPIG M'EM'IDRAME FLASHING OVER APPRROVED HOUSE URAP. FLASHING TO EMEND ONTO PIPE —%' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR EFILTRATION BARRIER OVER SHEATHN6 ELASTOMERIC COATW. OVER STUCCO/ 1-1. FINISH (SEE TYP WALL SECTION) 314 N.T.S. SECTION PER FSC RMAI E)Oe. NIIIIa arM nlsWtlll E#erbr um of porflwd awaw,t plmtar ehdl comply with the applieetlm repai.-m of ASTM C 926-12A Irwtallabm of exterior IathFng and Iw *V mdI oomph/ withASTM C 1063-12A. IJUID-uo-lgoi,L,k DRAINAGE PLANE (WRB LAVER #I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER —'— — — — — BUILDING FAFER) METAL LATH x—x—x—x STUCCO FI--..=11 WOOD SHEATHING �Tlil SELF-ADHESIVE FLASHING — — — — — — NOTE - METAL LATH: LATH TO BE FER FBC R-103.&.1 / ASTM C-84l-OS, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SFECIFICATIONS) A R C N I T R C T 6 Design Grou lr,�. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 www.abdeslgngroup.00m AA k: 0003325 R w ml W V 0 a W A F x e F ov-"m"v ae LOT: SILVERADO LOT 47 BLK 6 PROJECT# 04128.000-04761 HODEia 4EHB "2605—HAYDEN" GARAGE 9FWWG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B or ARCHTECT: STATE OF FLOWDA P TM D10/20/17 GREET WA1 BACKER ROD BACKER ROD WRB LAYER -1, ATur Cn WRAP INSTALL W 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 50 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 SIDES, Ys' CAULKING • JOINT ALL AROUND PER FBC R703.6.1 Exterior lathing and plastering 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 dSX j' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING U1RB LAYER 9, STUCCO WRAP 'WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD — CONSTUCTION METAL LATH 8' CMU f SS VINYL CASING BEAD .,.�; W RAISED BAND 75' TO V MID -WALL WEEP SCREED 0' 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 *1, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER FBC R-103.6.1 / ASTM C-84-1-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH &' SELF ADHESIVE OVER TOP t SIDES SELF FLASHINCs UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT m TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QI11CK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANUF. SPEC BUILDfNG PAPER UNDER 'QUICK FLf A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I 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 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER ' THICK, 3 COAT CEMENT PLASTER la' TO Ye' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING I WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) 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 O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO URAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAI EDGE APPLY E-Z BEAT OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD CONSTRUCTION a' a-lu WOOD SHEATHING WRB LATER -1, STUCCO WRAP WIRE, LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH -1/8' TEXTURED FINISH a WOOD -FASTEN TO WOOD STRUCTURAL MEMBER • 1' O.C. MAX -V TONS MID -WALL WEEP SCREED W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY �B HORIZONTAL WEEP SCREED ( FRAME TO BLOC K� WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING - X / � MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED LLRBLAYER 5TEF #1 STEP #2 tT i _1� 01, STU LAYER STUCCO WRAP 5TEF #3 APPLY 60 MIN GRADE 'D' FELT OVER El SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIEBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5TEF #5 STEP #ro OELECTRICAL RECEPTACLE A R C N IT 11 C T 8 Design G6 rou Ene. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA N: 000332b w y U w 0 0 F C r. I SU IV al: LoT: SILVERADO LOT 47 BLK 6 Fl 8 000-04761 HODZU 4EHB "2605-HAYDEN" GARAGE WWD90: LEFT PAGR: WALL ASSEMBLY DETAILS 150 MPH EXP. B r3DDAj. 10/20/17 ft 1/4"=1'-0" A2 WOOD SHEATHIM WOOD CONSTRUCTION %a' HAT CHANNEL Wh/e' TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER'1, STUCCO WRAP THICK, 3 COAT CEMENT PLASTER WRB LAYER'I,_ STUCCO WRAP �v AMICO AM66-WFWC-lIw CUSTOM CASING BEAD WRB LAYER -1, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER 6' SAF. s TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN IIFCP cV-C>FFf't W SELF-ADHEREING FLASHING WRAPPED • TOP OF WEEP SCFMED TO SHEATHING BELOW WRB LAYER -1, STUCCO WRAP WRB LAYER 12, FORTif I BUILDING PAPER 6'SELF-ADHEREING FLASHING WRAPPED 0 CORNER OF CANTILEVER I n, 4' POSITIVE DRAIN YKEP SCIREED NO GAP IN FIELD — (SHOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTLAD CANT. SCALE: NOTE: METAL LATH: LATH TO BE PER FBC R-103.6.1 / ASTM C-S4-71-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION LLEATHER RESISTIVE BARRIER '1 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER -2 VINYL CASING BEAD `\\ THICK, 3 COAT CEMENT PLASTER 5/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SI-EATHING FINISH J' THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED VINYL CASING ND�y FIELD 9C1-EE IN FIELDIN FIEELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXT. WOOD FRAMED- WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS USAT14ER RESISTIVE BARRIER -1 WEATHER RESISTIVE - BARRIER r2 THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 5 EXTERIOR GRADE DRY WALL J' THICK, 3 COAT OEM PLASTER VINYL CORER BEAD -VINYL CASING BEAD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 10 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WIRE LAYER #I, 5TUCG0 WRAP) WRB LAYER #2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO -ADHE51VE FLA5HING — — — — — COLUMN SHEATHING _WEATHER RESISTIVE BARRIER 'I FINISH LAYER (2 LAYER 3' X 3' 26 GA. GALV. ! RESISTIVE WEATHER PEEL t STICK) METAL DRIP EDGE I BARRIER r2 _ 1` 6' PEEL SET IN FULL BED OF \ SEALANT, JJ' MIN. /% - {� 1-.': l 6' SAF. \` STICK • DRIP \ SPACE FROM DRIP r7 vy PEEL t ST;OK EDGE TO FADE TO TREX 1 )6'x3' 'L' FLASHING DECK ( FULLY EMBEDDED IN ROOF CEMENT IV X 3' 26 GA. GALV. V GAP FOR BACKER METAL DRIP EDGE I J¢'XI V P.T. OR SIMULATED10 ROD t SEALANT Y. GAP FOR BACKER SET IN FULL BED OF WOOD (TREX) FILLER, VINYL CASING BEAD ROD t SEALANT = .. SEALANT, JS' MIN SPACE FROM DRIP CONTINUOUS i� / I- FADE TO TREX WEATHER RESISTIVE PROOFING lot WEATHER RESISTIVE VINYL � BEAD ' LAYER (TER 2 R i BARRIER �' , WEATHER RESISTIVE STICK) WRAPPED FROM WEATHER RESISTIVE WATER PROOFING let ° 's / BARRIER "2 TO BALCONY le J BARRIER -2 LAYER (2 LAYER PEEL EXTERIOR COLUMN BECK .r kw�. 6' PEEL t STICK s ,t ! DECK MEMBRANE' 1 STICK) .."".w�w"�"e 'o..w�'n'� `\\ \�•\PEEL COLUMN SHEATHING •' DRIP EDGE TO DECK E OVER DRIP t STICK 6. SAF. ;I SUB FLOOR rL /- Ya'xX 'L' FLASHING ®® 3' X 3' 26 GA. GALV. SUB FLOOR I FULLY EMBEDDED IN •• METAL DRIP EDGE ® r i, , - ROOF - -B - --- I SET IN FULL BED OF 1 I V X 3' 26 GA. GALV. I VXI 3'♦' P.T. OR SIMULATED SEALANT, JS MIN. METAL DRIP EDGE WOOD (TREX) FILLER, / SPACE FROM DRIP 115'XI JS'. P.T. OR SIMULATED SET IN FULL BED OF CONTINUOUS i / FACE TO TREX WOOD (TREX) FILLER, SEALANT, l ' MIN. Y1 KER GAP FOR BAC VINYL CASING BEAD CONTINUOUS SPACE FROM DRIP -FACE TO ROD t SEALANT I ._ WATER PROOFING let Y,' GAP FOR SEALANT VINYL CASING NG BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL t BACKER" ROD PEEL t STICK) STICK) WRAPPED FROM MODIFIED 90 WATER PROOFING let 3/4 RESILIENT I ' BALCONY DECK TO LAYER (2 LAYER PEEL 4 HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM VINYL CASING BEAD I' ` 7;' THICK, 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO I PLASTER B VINYL CASING EAD CANTILEVER METAL LATH }' THICK 3 COAT CEMENT 5/8' TYPE 'X' DRYWALL _ WOOD SHEATHING PLASTER W/TEXTURED 4 PAINTED WEATHER RESISTIVE 5/8' TYPE 'X' DRYWALL METAL LATH FINISH BARRIER -1 WEATHER RESISTIVE W/TEXTURED t PAINTED tt WOOD SHEATHING �THICK, 3 COAT CEMENT BARRIER 'Z FINISH 4' POSITIVE DRAIN PLASTER 4' POSITIVE DRAIN �' THICK, 3 GOAT CEMENT WEEP SCREED VINYL CORDER BEAD WEEP SCREED PLASTER FI VINYL CASING BEAD NO GAP INFIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES CNLY SEPARATE ACCESSORIES ONLY) BALCONY DRIP 0EDGE INSTALLATION BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) WOOD SHEATHING 2x FRAMING MEME3ER WRB LAYER h, STUCCO WRAP THICK, 3 GOAT CEMENT PLASTER WRB LAYER 02, FORTIP15ER BUILDING PAPER ° 2 1/2CORNER BEAD FASTENED TO SHEATHING s -1" O.G. MAX. METAL LATH THICK, 3 COAT CEMENT C PLASTER WRB LAYER "I, " STUCCO WRAP FLASHING WOOD SHEATHING I /-— METAL LATH DRIP CAP rt—� 11 D DRIP EDGE I � ,' WRa LAYER -2, FORTIFIBER INSTALLATION BUILDING PAPER WINDOW FLANGE WOOD CONSTRUCITON ' WEATHER RESISTIVE BARRIER -1 UEATHER RESISTIVE BARRIER -2 VINYL CASING BEAD _ - �' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED t PAINTED Wppp SHEATHING FINISH J' THICK, 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CORP. 4' VINYL CORNER BEAD - POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION (14 A CORNER BEAD @ FRAME 1/2 , COMER BEAD (FASTENER 4 SPACING: a CMU %' THICK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD @ BLOCK WOOD SHEATHING WRB LAYER "I, STUCCO WRAP I i WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODE J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB'L4YER •I, i STUCC WRAP WRB LAYER e2, FORTIFIBER BUILDING PAPER--_ METAL LATH J' THICK, 3 COAT GET PLASTER �. 6'5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD @ WINDOW (FRAME, NO BAND) A R C R I T I C T S Des�n Grou .� LONGWOOD,rFL 32750� y PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 W 2 y v W 0 2 eumm. se ion SILVERADO LOT 47 BLK 6 PROJECT# 04128.000-04761 MODEIt 4EHB "2605- HAYDEN" GARAGE OWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B J F-PREIRT .1 10/20/17 MAU 1/4"=1'-0" 11111 r WA3 A E C N I T E C ITT• WOOD SHEATHING CASING BEAD PLASTERS COAT CEMENT THICK, 3 COAT CEMENT TO rRTE METAL LATH SEALANT PLASTER IX TRIM MEMBER — METAL LATH U1R6 LAYER h, o STUCCO TO STUCCO WRAP SIDING TRANSITION WRB LAYER 12, FORTIFIBER ( �� n.... WOOD SHEATHING BUILDING PAPER i I E��1 n _ SIDING — WOOD SHEATHING I Grou�Tlne. WRB LAYER 02, FORTIF15ER BUILDING PAPER ' WRB LAYER 4i, I ' 1441 N. RONALD REAGAN BLVD. f i WINDOW FRAME .( i LONGWOOD, FL 32760 ! STUCCO WRAP I / WRB LAYER 02, FORTIFIBER I PH:407-774-6078 METAL LATH I ! . i i _.__..._.._....�._......__.. i i FAX 401-77.78 WRB LAYER w, I BUILDING PAPER I www.abdesigngroup.com THICK, 3 GOAT CEMENT `'y I ! WRB LAYER "2, FORTIFIBER STUCCO WRAP STUCCO LAYER P � E-Z BEAD VINYL CASING , STUCCO WRAPyf/ i AA 11: 0003325 PLASTER \ ! 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BLOCK TO FRAME I STUCCO WRAP WOOD SHEATHING�� TRANSITION I b' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE METAL LATH NOTE: E-Z BEAD VINYL CASING METAL LATH: LATH TO BE PER FBC i CW//a FLEXIBLE PVC BACKER ROD) I Rl(I3Io.l / ASTM C-8-0�1-m9, MIN- 2.5 LBS. 2X FRAMING- I WRB LAYER N I, MEMBER STUCCO WRAP WOOD SHEATHING PER SQ. YARD (UTILITY OR NOMINAL APPLY FULL BED OF SEALANT BETWEEN LATH DOES NOT MEET SPECIFICATIONS) FLANGE a BUILDING WRAP BUILDING WRB LAYER 02, FORTIFIBER >I , 1 WRAP BUILDING PAPER UhOOD WRB LATER #� OND TRUCT[ON 6'SELF-ADHERING Nfi—___________________________________________________________________________________________—__- THICK, 3 GOAT CEMENT WOOD SHEATWW FLASHMYs i STUCCO WRAP WEATWMRESISTIVE WEATHER RESISTIVE BEAD WINDOW T� �j "j\�'/% PLASTER I 1 BA' R' // \ BARKER' t0 LAP Ej Z B E /i D `n%I N JJ o Y Y CASING • UZATi RRESISTIVE /i / �\ �MIIN.FLABOVE TOP �J L/ 1 .GL.\1 1�/1 t/ ' " i WRB LAYER 'r1, FORTIFIBER6 81pNG /� Q 1 A ! 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I' BELOW SI FLEXIBLE F DO NOT BE FIN TEMPORARILY FOLD -UP 4 SEC HOUSEWRAP CO TUCK FLAP UNC at HEAD FOLD HOUSEW IN AT JAMBS 4 SLOPE SILL R NSTALL b' SELF -ADHERING LASHING OVER VINYL HEAD =LASHING (WITH END DAMS) NAILING -LANCE EXTEND SELF -ADHERING -LASH(NG I' MIN BEYOND JAMB =LASHING NSTALL VINYL DRIP SAP STEP 7 MIN ALIGN FLASHING W/ INT. EDGE OF SILL RO. MECHANICALLY FASTEN FANNED EDGES.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWIRAP AS TH FLASHING AT THE FOLD DOWN DIAGR ACRO WNDC 1-PLY Ag' :ONTIN000I )F SEALAN AMBS ANC if -PLY TO 11NDOW NA LANGE IN 'RE -PUNCH TOLES OR JIDE ADHESIVE — EXIBLE FLASHING iVER DRIP CAP 'ECTO-WRAP EQUIV) WINDOW FLASHING INSTALLATION DETAILS 1 O ( FULL WRAP) SCALE: NTS STEP 9 INSTALL PLUMB, L AND SOL MANUFAC WRITTEN INSTRUCT APPLY ;.MEMBRANE FLASHING OVER JOINT NOiE: I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. — NOTE. CLEAN AND SEAL JAMB TO BILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING J NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C R I T E C T S I�44-on rn: •evr-r rwo�ra FAX: 407-774,4071 www.abdesigngrouF.com AA ih 0003325 IN 0 4 h C F O F J axmnrv. ae LA)T SILVERADO LOT 47 BLK 6 PROJIMT 04128.006-04761 M0DRXA 4EHB "2605-HAYDEN" GAR/1GR NIMMO: LEFT PAGR: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B AR01TECT- STATE OF FLORIDA A r 10/20/17 : 1/4"=1'-0" TA5 /------------------ ----- --- - - - --- -- -' -- 2x6 5UB-BAND I �� W/I'X4' NOTCH Q T/8' TENURED FINISH . W'OOD, / — - ._- _ _ - -- - - ! 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OFF SUB BAND DETAIL 0 WALL WOOD WALL, SUB BAND 2' OFF WOOD WALL L x _ x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x PRE-ENG'D TRUSS TO BE GUT g x x x x x x x x x x x WALL LINE TO AVOID CONTACT x x x x x x x x x x W/TEXTURED FINISH x x x x x x x x x x " -Ox x x x x x x x — 2'x4"x4' x x x SCABBED TO TRUSS W/12d NAILS &'-8' x O.G. MAX. 2x SUB -BAND W/IY'x4' NOTCH a END METAL FASCIA WRAP ®FLAN DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0P 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 SUS -BAND WA'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT le ROOF EDGE OMITTED FOR CLARITY A E C N I T E 8 T E 6 Group.. Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003326 Ml h n 0 w 0 0 c i i 8 et1HDm a LOT: SILVERADO LOT 47 BLK 6 PROMCT# 04128.000-04761 a�oa� 4EHB "2605- HAYDEN" GARAaa &rWM43: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B VOF DA!['>Q 10/20/17 8CALft 1/4"=l'-0" eIE A 6