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6541 Wagon Trail St
• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 193723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 1 PLAN REVIEW I 99 2605-HAYDEN'9 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: • FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) -ALL LOCAL AND STATE CODES •OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B • BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH •EXPOSURE - B •1-STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES YT. CALC. SQ.FT. CALC.S IST FLR. LIVING 1104 60. FT. 2ND FLR. LIVNG 1501 $0. FT. TOTAL LIVNG 29,05 $0, FT. GARAGE 431 60' FT. P0RO4 111 $0. FT. TOTAL 3153 60. FT. PATIO 80 9GL FT. ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALL. ALTERNATE WE. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM M. BOARD MID. MOUNTED CL CENTER IN CL METAL CAB. CABINET N.Y.S. NOT TO SCALE CIL CEDING O.C. ON CENTER CIF. CLEAR PL PROPERTY LINE CONC, CONCRETE P.B. PUSH BUTTON CPT. CARPET PH, PHONE C.T. CERAMIC THE ?LT. PLATE D. DRYER PLYWD. PLYWOOD DBL. DOUBLE PR PAIR D.C. DUAL GLAZED P.T. PRESSURE TREATED DLL DIAMETER R. RIM DIM. DIMENSION RAD. RADIUS DISP. DISPOSAL RA.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RM, ROOM D.S. DOWNSPOUT R.O. BOUGH OPENING DTL. DETAIL S.D. SMOKE DETECTOR D.W. DLSHUASHER S.H. SINGLE HUNG EA. EACH SW SHEET ELEVA ELEVATION SHTHG. SHEATHING EQ. EQUAL SHWR. SHOWER EXH. EXHAUST SIM. SIMILAR EXT. EXTERIOR SL SLIDING F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS R.G. FURL GAS STD. STANDARD FIN. FINISH SDS SHEAR WALL FIR FLOOR SECTION FLUOR. FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS FTC. FOOTING THE. THICK GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GALL DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP, TYPICAL INTERRUPTED U.N.O. UNLESS NOTED GL. GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WARNER H.C. HOLLOW CORE W/ WITH NOR, HEADER WD. WOOD HGT. OR BY HEIGHT WDW. WINDOW INSUL INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT RON REVISIONS REV, I DATE DESCRIPTION ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE,. / �Y CITY OF ZEPHYRHI LS pLp,N EXgMINER q 1vj n IZ INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl-COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN PG 1B-LINTEL SCHEDULE PG IBA -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 "D" 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 11-SECOND FLOOR MECHANICAL PLAN PG DI-MONOLOTHIC FOUNDATION DETAILS/SECTIONS PG D2-MISC. DETAILS PG D3-MONOLOTHIC 1-STORY WALL SECTIONS & NOTES PG D4-MONOLOTHIC 2-STORY WALL SECTIONS & NOTES PG D5-MISC. DETAILS PG D6-PRODUCT APPROVAL LISTING PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS : WINDOW FLASHING PG WA6-WALL ASSEMBLY DETAILS : SUB BAND e R 6 Grousi In 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesfgngrouP.00m AA W: 0003325 w 0 a U y 0 R C U nUDDIV as LOT SILVERADO LOT 24 BILK 6 rmoJmcT# 04128.000-02461 MODMU 4EHB "2605-HAYDEN" OARAOM BWDM: RIGHT PAO=: COVER PAGE v. 150 MPH EXP. B F11/09/17 : 1/4"=1'-O" T C 1 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS WI STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 Al. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301 A 15 (PSF) C. ROOF LIVE LOADS R301.6 1. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) 1. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VOLT--150 MPH, VASD=116 MPH II. EXPOSURE CATEGORY 8 III, WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS 30.18 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 SWILL 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 ANDIOR 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. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED, 10, FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES PER FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN. WIND LOAD, B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 26NMINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBOR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNGS ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/. -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 1 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEV 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 i. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/.'. 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/.". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION, MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 4021 ACI 5301 ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N' TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90.1lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =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 C270-08Z, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014) , SECTION R607.21 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 11609.1.2. 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' - W1.4 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 R5W.2.4 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3' B. CONCRETE EXPOSED TO EARTH OR WEATHER: 1. #5, W31 OR D31 AND SMALLER 7 C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 1. #11 AND SMALLER '/." D. BEAMS, COLUMNS: 1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS -1 IN 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: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: (.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.1-07) 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=1,100PSI Fv=175PSI E=1,400000PSI 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 1l2' CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8' COX PLYWOOD. 518' CDX SHEATHING $HIALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON 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 112' CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1.2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 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'SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12.OF THE FBCR 5TH EDITION (2014). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTEWOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS.117 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 R302.7. CONTROL DATE: 02M8117 A R C N I T E C T 8 6 Desi$n Grou 1!�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003328 w Qq y w ao c"3 c: 4 oumrv. Aa LOT. SILVERADO LOT 24 BLK 6 rn*jzCTN 04128.000- 2461 MODEL: 4EHB "2605-HAYDEN" GARAGE BWnTG: RIGHT PAGE GENERAL NOTES 150 MPH EXP. B DATE'. 11/09/17 BCALEs 1/4"=l'-0 B1mzT-y_ �T � M 1 V ll c0 e GONG. -31/2, SLAB �� 13 DI SLAB IDI/2' —4' GONG., REINF. W/ 6'x6' WIAXWIA UAU'I ON 6-MIL POLY - OIL 0'-0' ELEV. ETHYLENE VAPOR RETARDER FIN, CONC. SLAB ON WELL -COMPACTED CLEAN ■ ■ i FILL TERMITE TREATMENT SHALL ?' BE BORA-CARE ----._ I r IG in 0 i I ■ ■ r �- • � Il'-5' 8'-6" li'-10' i �1 • A �� ' � ILJJIr ■ I-0t f -- f -- --1 eB ■ rap3—� L — — — — EE J DI Im ND IL — I SLA5 1 1/2' Y L I — -1 l STUB UP DI` ` - W.H. OPT. T REF. 1 TO 21,10 FLR \ \ 2'-8" 9'-0" I' PVC CHASE ■ FOR ELEG.TO ISLAND BOLLARD 30'X30'X12' AS REQ.PER 1 24'X24'XI2' GONG. DE PAD WEARS /3-"5 BARS BLDG. CODE PAD W/3-9 BARS ` m I E.W. ON CHAIRS E.W. ON CHAIRS �� �� bB MIN. 3' COVER 4* PVC 3' COVER _ v — CHASEMIN. I DI ■ � i OL 0'-0' ELEV. EXTENp FIN. CONC. SLAB SLAB 1 IR' ■ i 4 3 1/2' 13 13'-8 3'-4" 2'- 0" a 4' �_—_ 21�-8" _ a CONG. a��2 SLAB 0 ■ ■ ■ ■ ■ ■ ■ L —I 4 o LL. I— —'I 4 v II ■ I— 1— — -- — —I I — J ■ DI MIN 12'-0" 1'-4' 20'-4" PAD W/32 RS BA E.W. ON CHAIRS MIN. 3' COVER FOUNDATION PLAN l3 TYPJ NOTES - VERIFY CONDENSER PAD LOCATION WITH 617E PLAN - FLOOR ELEVATIONS AT REQUIRED ECiRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FECR 5TH EDITION (2014) WA 4' GONG. SLAB �3 _6 m a 0 v 2' _V`VTTR 1 2'—: k/ AV p• /2 LAV t 2. 3 2 A2' YM / 1 3• L i 2' V' 2' VTR I 3- I ^WABMIER KITCHEN S[NK W/ AUTO VENT VTR v I 1�1-I/1• I CO 3• I 1m 4' 2' 2' To MAIN PLUMBING RISER NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE 'S' TYPE ARE PROHIBITED. SECURE STRAP TO UNIT W/ (2) •8xl 1/4 ,A/C SHT MTL SCREWS UNIT SIMPSON WE, ROLL STRAP OR EQUAL SECURE STRAP TO CONC CONC. W/ (2)-3/Ib'X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE A R C N I T[ C T 8 6 „Desgn zi FAX: 407-www.abdeslAA M:0 F rq y V 2 0 a y O F C 0. 2 G J STJnDN 'k LOT. SILVERADO LOT 24 BLK 6 FllOJWT* 04128.000-02461 1[OD�Ie 4EHB "2605—HAYDEN" GARAGE 8WING: RIGHT PAGW. FOUNDATION PLAN 150 MPH EXP. B 19 p � D11/09/17 mCALE: 1/4"=1'-O" aMEET DOWEL PLAN A RCN ITLC T$1 DesO.ne.n Grou 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA#,..0003325 rq W y w 0 y 4 F C Y U 8UBDIV. S. LOT S ILVERADO LOT 24 BLK 6 PRCJlmCT# 04128.000-02461 MDDmo 4EHB "2605-HAYDEN" GARAGE SWUM. . RIGHT PALM DOWEL PLAN 150 MPH EXP. B s um 11/09/17 8CALM: 1 /4"=1'— O" 8> IMM 1A A R C N I T E C T PATIO -- L-4 -------- 9 9 !2) 3052-544 3052-SH 6068 SG.D. 4^zT-4,oRvW LINTEL SCHEDULE DINING LIVING ROOM ROOM BEDROOM #2 8'-8' GLG. 8'-8' GLG. 8'-8' CLG. LINTEL LENGTH TYPE COMMENTS NO, L I IT-4' 8F28-154T 1-2 4'-6' 8P8-I5/IT ' L 3 T-b' 8FI6-I5/IT L 4 T'-6' 8F24-I5/IT L 5 4'-6' SFI6-05/IT ---__---- L 6 6'-6' 8FI6-IB/IT - (I I I L 'i 5'-10' 8FI6-05/IT 0 ®i I I I BAH 2 L 8 (NOT USED) of 8-8'GG L S II'-4' 8FI6-IB/IT I o I KITCHEN O r---T I I 0 L--J III III III III FLEX III GARAGE 8'-8• GLG. 111 FOYER W-8' GI-G. III 8'-e• cLG. III III (2) 3L0-532 -SH TRANS. t-- PORCH W-8'GLG ------------ hT ------I6'--0—'X—T'--O—'O—.HD—. L-1 — — — — — — — L— 6 (9 LINTEL SCHEDULE NOTE: THE LINTELS MAY 15E 5UB6TITUTED WITH LINTELS FROM ANOTHER MANUFACTURER A5 LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAFACITY THAN THE VALUES STATED W.5!-a 0l F i PH: 407-7748078 FAX: 407-7744,78 www.abdeik.signgroup.com AA0003325 w y U W 0 a y A O 4r, 0. U J u muss) a� LOat SILVERADO LOT 24 BLK 6 PROJ>OC" 04128.000-02461 MODST,: 4EHB "2605—HAYDEN" QAtAam OWUM. RIGHT PAOM: LINTEL SCHEDULE 150 MPH EXP. B P TM D11/09/17 BCALM 1/4"=1'-0" a*EMW B SAFE LOAD TABLES FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8' PRECAST 4 PRESTRE55ED U-LINTELS C A4" GRAVITT' TYPESU8 LENGTH 8F8-0B 8F12-mB 16-0 20- 24- 2e-0 eFe-ie eru-te 8F16-I5 OF20-12 eF24-le 8F28-1e 8F32-15 2'-10'l34') PRECAST 23ro2 3166 4413 6039 1526 W04 10412 IIS36 3166 4413 6m39 1526 W04 10412 11936 3'-6' l42') PRECAST 23(D2 N38 3317 4689 6001 1315 0630 SS41 3166 4413 6039 1526 W04 10412 11936 4'-0' (48') PRECAST 2�29 2325 2456 3461 4438 5410 6364 1358 2646 4413 6039 1526 90e4 10412 11936 4'-6' (54') PRECAST I651 I181 IS13 2651 3403 4149 4896 5644 2110 4021 603E 1526 W04 10412 9668 5'-4' C64') PRECAST 1184 1223 1301 IBM 2317 2826 3336 3846 16 ,5 2889 5051 60% 5400 6424 1450 5'-Ifd'(10') PRECAST 912 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5458 4431 52W 6122 PRECAST 931 1255 2101 3263 2146 3358 3911 4585 1255 2101 33% 5260 1134 65W 6890 C90')PREGAST f61 1029 1615 2385 1994 2439 2986 3333 1029 1615 2610 3839 5596 66D 5041 9'-4' (112') PRECAST 513 632 104E 1469 1210 1482 1154 2021 166 1212 1815 2544 3469 4030 1 3121 i0'-6'(126') PRECAST 456 482 802 1125 915 1122 1328 1535 656 1025 1514 2081 2114 3130 2404 II'-4' C136') PRECAST 445 598 935 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-fd'C144') PRECAST 414 545 864 1254 1689 2014 1570 late 555 864 1254 1693 2211 2832 3590 13'-4° C160') PRECAST 362 421 126 1028 1331 1635 1224 1418 485 146 1016 1438 1855 2343 2920 14'-(d'(168') PRECAST 338 381 648 9I9 II90 1462 1081 1260 455 100 1003 1335 1114 2153 2666 14'-8' C116') PRESTRESSED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3165 3165 15'-4'(184') PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2310 289v 3410 11'-4'(206')PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 S50 1400 1800 2200 2600 19'-4'(232') PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 1 15e 1090 1400 1120 2030 21'-4' (256°)PRESTRESSED N.R. NR NR NR NR NR NR NR 153 330 610 540 1340 1180 2110 22'-O'(264')PRESTRESSED N.R. NR NR NR NR NR NR NR 16e 300 510 810 1250 I66e 1910 24'-0C288') PRESTRESSED N.R. NR NR NR NR NR NR NR I3e 240 410 120 1030 1350 trots MATERIALS I. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels - 6000 psi. 3. f'c grout - 3000 psi w/ maximum 3/8' aggregate. 4. Concrete ma6onry units (CIMiLI) per ASTM C90 w/ minimum net area compressive strength - 1900 psi. 5. Rebar provided in precast lintel per ASTM 4615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. 8' PRECAST 4 PRESTRESSED U-LINTELS 4111114M UFL FT LATERAL TYPE8-1 LENGTH 12-IT 16-IT 20-IT 24-1 28-IT 8F32-IT 8U8 8F8 8-2 12-2T 16-2 0-2 4-2 28-2 8F32-2T 2'-Ifd'(34') PRECAST 2121 2818 4I01 5332 tall 9055 2e2i 2021 2121 2184 3981 5190 163m 8851 (42') PRECAST 2165 228'3260 4231 R412 6204 11923'-6' 1257 2165 2215 3165 4125 60611251 4'-0'(48') PRECAST 1818 1989 2832 36W 5381 6245 938 938 1976 1925 2150 3583 4422 5264 6110 4'-&' (54') PRECAST 1660 1162 2501 3251 4010 4761 5525 127 121 1660 1105 2435 3111 3S13 4658 54e6 5'-4' (64') PRECAST 1393• 1484 2110 2141 3315 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 5'-Ia'C1�'J PRECAST 12121 1357 i930 2505 3004 3665 4241 416 418 1272 1315 1875 2441 3010 3583 4151 PRECAST 1141• 1200 1133 2250 2169 32W 3812 1141 1162 1684 2192 2703 3216 3732 1'-W (130')PRECAST �'9 912 415 914 2354 2191 324e 591 651 990 1029 1466 1901 2351 2191 3245 9'-4' (112') PRECAST 801• 612 98e 1269 1560 1852 2144 454 630 801 755 1152 1550 1910 2271 2634 10'-6'C126'J PRECAST 116' 498 193 1027 1261 1496 1731 396 493 1Ir 611 103% 1305 Ili[ 2034 2358 i1'-4' (136') PRECAST 6661 439 696 e9e 1104 130E 1515 363 556 666 535 905 1295 1595 I896 2198 12'-O'C144') PRECAST 607- 400 631 air.1001 II86 1372 340 494 631 486 818 1201 1514 1199 2eB6 13'-4' (16(D') PRECAST 5O0• 340 532 686 841 991 1153 3(D2 398 573 409 662 1004 1361 1637 1657 PRECAST 458• 316 493 635 178 922 1065 286 360 548 376 629 922 1254 1567 1816 14'-8' 117(.9 PRESTRESSED 243 295 459 59I 724 857V'774 357 243 352 562 052 1156 1491N.R. 15'-4' (184') PRESTRESSED 228 279 430 553 611 WI N.R. 327 226 325 542 751 1072 1381 (208')PRESTRESSED 189 236 361 464 -7 61e17'-4' N.R 255 158 276 445 649 574 1121 IV-4' (2329 PRESTRESSED 165 207 313 401 49e 576 667 N.R. 2�4 165 239 383 550 736 S40 IIr 21'-4' (256')PRESTRE55ED 145 196 278 35e, 433 512 59e N.R. Ill 142 212 336 477 635 8e1 gg3 22'-e'(264')PRESTRESSED 140 I8o 260 343 418 493 565 N.R. trot 137 205 r 322 r 457 601 771 947 24'-eY288')PRESTRESSED 127 165 244 312 380 447 515 N•R. 135 124 196 290 408 538 68v 633 GENERAL NOTES -REDUCE VALUE 9Y 25% FOR GRADE 40 FIELD RE15AR 8' PRECAST LU/ 2' RECESS DOOR U-LINTELS mn-40"N GRAVITY TYPE LENGTH -'�-� 6IF14- 19- 8RF22- 6- 81F30-mB 81F6-B 8RFI0-IB 81F14-I0 SWIB-15 8FF22-6 B1FY6-D BIF30-IB 4'-4' (52') PRECAST 1489 1591 1021 3053 3412 2982 4982 3954 6412 4929 1941 5904 %416 68W [Vale 4'-6' (54') PRECAST 1351 1449 2182 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 9416 10818 5'-8' (68')PRECA5T 832 1602 1550 205a 2566 3015 3585 196 1153 2162 4014 6412 6516 5e14 6839 PRECAST 135 119 1103 1500 2051 144E 3511 1924 6412 2400 6516 2616 5450 3352 6411 (60')PRECAST e22 90l 1611 2933 2516 3223 3812 4522 9v1 1611 2933 4100 6130 8111 6101 1'-6' (9fD'J PRECAST 161 1311 2252 1958 2451 2944 343e 665 l64 1311 2329 3609 5492 6624 5132 9'-8' (il6') PRECAST 311 420 S34 1253 1011 1342 1614 1886 535 928 1491 1 2119 1 2618 3595 2815 8' PRECAST UY 2' RECESS DOOR U-LINTELS yen UF'L IFT ATERA TYPE LEN�3TI-i SR% -IT 6R°10-IT 81F14-IT 8R"18-IT 8RF22-IT 81F26-IT NW30-1 -2T a.104T 8RFI4-2T 81FI8-2T 81F22-2T al'&26-2 30-2 8� 4'-4" (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 932 S32 1244 1519 2335 3110 4008 4850 5696 4'-6' (54') PRECAST IM2 1501 2311 3121 3931 4156 5511 853 1192 1455 2240 3036 3831 4643 5453 053 5'-8' (68')PRECA5T 924• 1172 1195 2423 3055 3689 4325 501 924 1132 1141 2351 2918 3603 4230 Sol 5'-IrD' 110') PRECAST 896• 1139 1142 2352 2%5 3551 41W 469 896 Im99 16W 2288 28SI 3491 4006 469 ro'-8' (50')PRECAST 118 882 1513 2042 2513 3101 3642 630 live 11e 956 1468 1981 25M 3035 3563 1'-&' (9(d')PRECAST 688 691 325 ISIe 2280 2153 3221 110 S41 688 849 1302 1162 2225 2690 3151 (l16') PRECAST 533• 433 808 1123 1413 1104 1995 614 533 521 1 1009 1 1369 1 1128 1 2088 1 245e 5I6 TYFE DESIGNATION -REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR -05 REBAR AT TOP MIN. (I) REQ'D 1-1/2' CLEAR F . FILLED WITH GROUT / U - UNFILLEDLU QUANTITY OF 5 REBAR AT BOTTOM OF LINTEL CAVITY 8F1ro a 18/1T • NOMINAL WIDTH L QUANTITY OF 5 NOMINAL WEIGHT-]REBAR AT TOP SAFE LOAD TABLE NOTES I. Provide full mortar head and bed Joints. 2. Shore Filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the aids to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 11'-4' and longer with a nominal height of 6' meet or exceed L/180. rc. Bottom field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom etas[ for mechanical anchorage. 8. Gast -in -place concrete may be provided in composite Iintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysle per ACI 318 and ACI 5,30 Q Z a~ 4 = i4 m Z 1-5 8' NOM /8'ACTUAL - BOTTOM REINFORCING PROVIDED IN LINTEL INAL WIDTH (VARIES) d' C.M.U. GROUT 'S REBAR AT BOTTOM OF LINTEL CAVITY I. All values based on minimum 4' bearing. Exception: Safe loads For unfilled lintels must be reduced by 20 o if bearing length is less than 6-1/2'. Safe loads for all recessed lintels based on 8' nominal bearing. 2. N.R. • Not Rated, 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capaclty can be obtained by the designer by providing addlonal reinforced masonry above the precast ]intel. 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 by calculating the maximum resisting moment and shear at d-away From the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. g, All safe loads In units of pounds per linear foot. A R C H I T E C T! Design GrouO, . 41 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesign9foup.com AA 8: 0003325 w Z w 0 a h q F A 0. v U 00 ■uplay. Se LOT: SILVERADO LOT 24 BLK 6 PROJMT# 04128.000-02461 MODffiL: 4EHB "2605-HAYDEN" GAPAOR 8MEM: RIGHT PAGM: SAFE LOAD TABLES 150 MPH EXP. B ARCFYTECT: STATE OF FLOFM DAT& 11/09/17 IDCALM: 1/4"=1'-0" ax�T 1 B.1 A R C N I T R C T i PATIO OVERHANG e OF ROOF 0 A50VE I;'-2X ---------- _ 6068 SCsD. m WiRw I I (2) 3052-SH I EGRESS DINING LIVING ROOM j ROOM BEDROOM #2 v 8'-8' GLG. 61 8'-8' CLG. A 8'-8' CLG, 6-1v 3'-8' -10" 5'-4" 3'-4" 9'-0" m i 9 A 9 I I V.IG. I I IR-ISH Q i L. I . B T 3 GLG. s 1 G,1 V.-8' II O 9 UP 3 4 0 0 m KITCHEN, 771Rro 42' H. HALF L$dU. WALL W/ GAP O 2-8 % '- 2'-8Lcl v ` PT.I STO SLOPED G LG. N5 3-SHEF I —b36 STAIR DATA — -� - C. 16 RISERS o 154' ARCH V. 15 TREADS a 10' GOND. p al' N051NG 8 X BOLLARD 4'-0' E 21'-4' AS REQ. III PER ELDG. p III CODE s FLEX III e = GARAGE GLG. ill FOYER ® - nl III• Ule $'-8' CLG. N � �� III 3068 W/ N GIIIV 10' TRANS. a 6FO �'}� (2) m J 3�2-SH 2' 5'_8. T-4' I'-0' 16'-0'Xl'-O'O.H.D. v PORCH �q I 8'-8' GLG.O ro — -------------------- a v -4 FIRST FLOOR PLAN NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO 5E THERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE A55EM5LY) -20 MIN. FIRE RATED DOOR TO 5E EQUIPPED W/ SELF -CLOSING DEVICE PER SECTION R302.5.1 OF THE F15CR 5TH EDITION (2014) EXTERIOR MASONRY WALL BR3. HEIGHTS BRG. LOAD 5W- WALL UN.O. ON PLANS SQ.FT. CALC. S 15T RR LIVING 1104 S0. FT. 2NO FLR LIVNG 1501 50FT. TOTAL LIVING 2605 60. FT. GARAGE 43-1 60' FT. PORCH III So. FT, TOTAL 3153 So. PATIO 80 So. FTFT.. 1'-4� DBL. TOP PLATE e m BAR DETAIL A SCALE:I2'•I'-0 e cowom3 TNo m"mno Lo" 8A81O W!0 EP08UE FOR 3 MW0 QU818 opera NOTft 8"m FMAW ZW W WH WWD MA) FE WKR MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR. MIN. CRITERIA S.G.D. MIN. 41 5 23/-29 CRITERIA I6010 O.WD. T112 5 21/-25 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE IBM 5th EDITION (2014) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 0WROL DATE 07 WDesiln PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA A: 0003326 m U W 2 0 R w c R a q u gtnmm Ae LOT SILVERADO LOT 24 BLK 6 PMJWT#I 04128.000-02461 moDzaa 4EHB "2605—HAYDEN" GA1%A0Z OWING: RIGHT PAGM FIRST FLOOR PLAN 150 MPH EXP. B ARC-OUCT, STATE OF FLORIDA A ALCPAI AR N0 W723 P � D11/09/17 OCA=t 1/4"=1'-O" ars�T A R C N I T R C T i I HANDRAIL o 36' W/ 2X4 RE-INFOR THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1132 NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS 5ECTIC DIAMETER OF I{'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 15 DESIGNED TO RESIST A LOAD OF 5 FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN A� DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATIOI` SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.G. 2014 DETAILL)HANDRAIL : 3/4':I'-0' DBDB R 8'-0' GL . — DBL STUD c1#3 8'BAo I � -4" 3 _0• 4X4 POSSMT�� ��gg BDR' 8'-0' GL . p (2) 3052-SI —41' H. HALF WALL SECURE TREADS TO STRINGER (2) LAYERS OF 3/4' PLYWOO W/ CAP AH U WR3.`S 3' SCREWS • EA R. STRINGEUNTHREADED SHLJ•IC TO EXTEND BEYOND THI0041F88 OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING 3/4' T4G SUD FLOOR 4 SCREWED PER FASTENER OF ",FLOOR SHEAt4HNG [GLUED SCHEDULE I9'-0 3/4' 2ND FIN. FLR / B — — / - PRE-ENKa, / FLR TRUSSES / / I/2 3/4' KICK STAIRS RISERS TO CONFORM TO FBCR STH WAL W/ WALL I' MAX. PLATE / EDITION (2014) GAP NOSING / STAIR DATA: MIN. TREAO.10' MAX. RSER.1 3/4' 3/A6' im• I6R 0 1.54' MAX. VARIATION IN RISERS/TREADS MIN. / 15 TREADS ® ADJACENT TO EACH OTHER 3/e' MAX. / 10'+ 1' NOSING VARIATION IN ANY RMER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' ..1/4' OR PROVIDE EOUIVALENT S T 0 R • / GR46PABILITY WINDERS- MIN. 6' WIDE / NARROW END MIN, II' WIDTH • 12' FROM NARROW END 34- MIN. HANDRAIL W.T. -2x12 Sl'P STRINGER z REINFORCED W/2X4 SPF W/CGNT. BEAD OF NOTE: = Q / SUB -FLOOR ADHESIVE ENCLOSED ACCESSIBLE SPACE UNDER PL-400 OR SIMILARE • EA HORIZONTAL RUN STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON L p FO / THE ENCLOSED SIDE WITH IF2' GYPSUM a 4 / 2 X 4 RE-INFORCING BOARDS. FBCR 3111] • EA. 2 X 12 STRINGER / SECURE W/12d 6'-S' OG / 0'-0' FIN. FLR. 2x4 ATTACHED W/ 10d YNTOS ABWP.T. SLEEPER SLEEPER INTO SLAB WITHIN S' STAIR DETAIL OF EACH END, 32. OG. MAX. ,(y sc,uLE, Im.r•m' (2) 0 UPSTAIRS LIVING cp _ ro s BDRM. #5 DBL STUD 2'-4' 42' H. HALF 7�,C AUN. �n v WALL W/ GAP 12'-0" i+i 4' _IV'-0' C LG. OPTN?71DN- A OPT. W. , D. IIL—_JL__H 16 RISERS w 1,54' 15 TREADS s 10' •1' NOSING 22X36 ATTIC ACCESS 4X4 POST OWNER'S SUITE 8'-O' CLG. 2040 SH 3052-SH 3052-SH ® EGRESS EGRESS II'-4' 4'-2' SECOND FLOOR PLAN NOTE: 2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE 0 Design Grou ,nlc- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003326 w y W 0 0 U h a E 2 4 J aumtLor y a SILVERADO LOT 24 BLK 6 PROJWT# 04128.000-02461 MODEM. 4EHB "2605-HAYDEN" GARAGE BWUM: RIGHT PAGO SECOND FLOOR PLAN 150 MPH EXP. B ARCHRECT: STATE OF FLOF�A j 4RJ� BNLAM D 93723 DP ATJ& 11/09/17 BC.%=: 1/4"=1'-0" B*am 3 STD. CALCS - OFF -RIDGE VENTS ONL AREA OF ATTIC = 1585 SQ, FT. NET FREEVENTILA71ON AREA REQUIRED 1/300 REQUIRED VENTILATION AREA = 1585 /300 5.28 VENTILATION AREA X SQ. INCHES PER FT.UU) = 760.8 SQ. IN. MIN. REQUIRED VENTRATION .SX 760.8 IN UPPER PORTION OF ATTIC 380.4 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ, IN. FERVENT 380.4 /11S TOTAL NOF VENTS REQUIRED = 3.30783 TOTAL NOF VENTS PROVIDED = 4 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL. NO OVERHANGS INCLUDED) 1/8' THICK, 3 COAT CEMENT PLASTER OVER GRADE 'D' FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' FELT PAPER 4'x4' GALV. 'L'-TYPE FLASHING SET IN ROOFMS CEMENT FICEfWal-Aaa 8HINGLES OVER V 2x6 LEDGER SECURED FELT PAPER ON 1/16' O.8$. W/ 1/4' x 4' LAG 90LT SHEATHING OR 1/2' CDX W/ 2' VIA WASHER PLYWOOD SECURED PER 24' O.C. MAX NAILING SCHEDULE LSU-26-- 4 12 2x6 RAFTERS �� I--, .W-8' BR3, HST TO LEDGER AND f21 10d'e TO 2x6 JOIST 2X6 LEDGER W/ I/U'xe'—� THREADED ROD 32' O.C. MAXT IN SIMPSON-m X. HIGH STRENGTH EXPDXY 6' MIN EM9ED, I/2'THI_K 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (ROOF C S.G.D. tl SCALE: 1/2' • 1'-0' SHINGLE ROOF DECORATIVE SHUTTER OR EQUIVALENT 18'-0 3/4' 2ND FLR lL BRG. HST. FYPON E5KTIIXIT OR 14a ,,, EQUIVALENT xA r TYP, ea 10-0 3/4' 2ND FIN. FLR, 8'-8' E+RS. NST,,L 6' RAISED 1 BAND CTYPJ 14H WA I TYP. 4' RAISED BAND (TYPJ r 8' RAISED V BAND ITYf _ 0'-0' FIN. FLRA Mull�. �� �'e!- °mil 'r (■❑U W �� _I Imo'❑, ill P •. 11����■■� � � Imo' I� ICI !mil OFF RIDGE VENT. OFF RIDGE VENT 141_0" 18'-0 3/4' 2ND _F--.L_R._-.._-_�__-_. E5R'4. HGT. Y — - 12 12WA 7 l5 14A 2 _m WA TU xa MIN. 1A TYP L 1 10'-0 3/4' 2ND FIN. FLR.— R WA 4H j a WA } TYPI r F I aa 0'-0' FIN. FLR REAR ELEVATION TEXTURED FINISH Im 8'-8' BRG. HGT. 0'-0' FIN. FLR A R C N I T R C T f _ Design PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA B: 0003325 w z h U 0 4 a a O g v III aUSDIV. & I207 SILVERADO LOT 24 BLK 6 Pnon=T# 04128.000-02461 moDSIe 4EHB "2605—HAYDEN" OAKAQS SRO: RIGHT PASS: FRONT & REAR ELEV. "D" 150 MPH EXP. B ARCFNTECT.- STATE OF FLORIDA A CRA AR NO 23 DATIM 11/09/17 BCAIM 1/4"=1'-O" 8Itmw D RIGHT ELEVATION 16-0 3/4' 2ND FLR. it EiRG. I-GT. j 14A WA TYP. -}-- 12'-2' WA IV-0 3/4' 2ND FIN. FLR, _ - _ - _ 12 - TEXTURED FINISH 6 OFF RIDGE VENT FRAME DOILN FOR FYF'ON 5KTIIXII OR EQUIVALENT IS'-0 3/4' 21,10 FLR. BRG. W.T. 0 s 10'-03/4' 2ND R FIN. FL _Y V-S' BR3. HGT. - 7B 7H WA HA 4- I! TYP.I LEFT ELEVATION TEXTURED FINISH 0'-0. A R C N 1 T E C T 8 6 Design r Drou 1�.. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774.8078 FAX: 407-7744078 www.abdeaigngroap.com AA M: 0003325 F W h U W 0 F a 4 4 0. U III 87LTHD=V AC =AT: SILVERADO LOT 24 BLK 6 Fmoa CTM 04128.000-02461 HODZZA 4EHB "2605—HAYDEN" GA tAGZ MWn4G* RIGHT PAGr: LEFT & RIGHT ELEV. "D" 150 MPH EXP. B ARCHITECT STATE OF FLOPoDA [ZA ABOUCHACRA AR NO 93723 DPw=� 11/09/17 8CAZA: 1/4"=1'-0" MEN= .. - DENOTE RAT RUN • I0' O/G MAX • • DWM 14 STRX6AOC s V 0C MAX. BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING o 4'-0' O.C. BETWEEN TOP CHORD 4 2X4 SYP 01 X-BRACING. REFER TO DETAIL 5/D5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP rl OR SPF BEVEL CUT TO TRUSS TOP CHORD W/10d x 3' NAILS o 6' O.G. STAGGERED NOTE; REFER TO TRUSS I'll SIGNED 4 SEALED DRAWINGS FOR WEB BRACING LOCATION, 51ZE 4 REQUIRED FASTENERS. JIFTS ii n ilFTS II I�'I I I I I� I 1 II II II II II III II II II 11 II II II '11 II II II II II 1 uuuuu;uuuHHHHH1 NNNN�NII,NNN�����NN NNE II II it II I I II III II II II I i II II II II II I 'll�'IIIN��uuu,;N`I I I I I I I I I I III I I FTI G T 12G I III I I I I I I I �TFdJ95--- TO 4X L f T l2) HTS-2 I (POST TO �� I I I I I I I I I -1 . n� I �— m (2) 2XI2 HDR UK2) tJACK4 (2) FULL STUDS EA. BIDE ~ LL III 1 O LL m (2) 2X6 LEDGER — — — —ffl— — _ _ �— _ SECURED W/ 1/4'X6' III LAG BOLT W/2' DIA. — _ ■--r— — — WASHER o 24. O.G. P I II II HUG-410 I IIII MI II II �� _III ,_ .- •=r— GE FRAMING PLAN GGA 01/22/16 El A R C N I T R C T i 6 Design Grou :!�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PM: 407-7748078 FAX 407-774-4078 www.a bdesigngroup.00m AA tl: 000332S F W y W 0 a y a a i 4 sumxv. ac LOT: SILVERADO LOT 24 BLK 6 P1ton=T#1 04128.000-02461 KoDEL: 4EHB "2605— HAYDEN" OARAOE Iy1111111111NO: RIGHT PAOffi: FRAMING PLAN ELEVATION D" 150 MPH EXP. B ARCHITECT.- STATEOF FLONDA j R AIR A CRA NO 93723 D � 11/09/17 SCALE: 1 /4"=1' - 0" Si»T 6 .. = DENOTE RAT RUN s 100)C MAX '. DDM 2)* STRW45ACK Y 0OC MAX BRACING LEGEND EXTERIOR GABLE TO BE ® BRACEP W/2X4 BLOCKING • 4'-0' O.G. BETWEEN TOP CHORD 4 2X4 SYP "2 X-BRACING. REFER TO DETAIL 9/D5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP 02 OR SPF BEVEL CUT TO TRUSS TOP CHORD W/10d x 3' NAILS • 6' O.G. STAGGERED NOTE: REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE 4 REQUIRED FASTENERS. y"> TRUSS TO 4X4 POST (2) MTS-12 POST TO BLK HTT-4 TRUSS TO 4X4- POST (2) MTS-12 GJ5 POST TO BLK NTT-4 CJ3 CJI 1�1 ROOF FRAMING PLAN CCA 04/08/15 CJI GJ3 GJ5 TRUSS TO 4X4 POST (2) MTS-12 POST TO BLK. HTT-4 . TRUSS TO 4X4 POST (2) MTS-12 POST TO BLK HTT-4 A R C N I T E C T• 6 GmV n 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.7746078 FAX 407-7744078 www.abdeslgngroup.— AA 6: 0003325 W y v w 0 h A J st mDIV. A. LOT SILVERADO LOT 24 BLK 6 PltOJL'CT# 04128.000-02461 moD2mIs 4EHB "2605-HAYDEN" GARAGm swDM: RIGHT P'POOF FRAMING PLAN ELEVATION 11 D' 150 MPH EXP. B ARCHRECT STATEA A. ABA FIAORA R NO 93723 P TM D11/09/17 oCALM 1/4"=1'-O" sign= D CONNECTOR SCHEDULE CONTROL DATE: mI-o,-11 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-10 1625 (a) 10d x 1 12' 1-PLY, (6) 16d 2-PLY, (USP, (I0) 101cl X 1 1/2' - NO 16d OPTION) (2) META-16 I965 (2) HTA 16-18 2800 (10) 10d x 1 12' I -PLY, (USP: (10) I0d x 1 1/27 2515 (14) Wd 2-PLY (USP: NO 16d OPTION) HETA-16 1810 HTA 16 1610 (5) 10d x 1 1/2' I -PLY, (6) 16d 2-PLY USP: (10) 10d x 1 1/2', NO Wd OPTION HETA-20 1610 HTA 20 1810 (W 10d x 1 1/2' 1-PLY, (8) 16d 2-PLY U5P: (10) 10d x 1 1/1', NO Ibd OPTION }. Of (2) HETA-20 2035 (2) HTA-20 3230 (10) 10d x 1 I/2' I -PLY USP: (10) loci x 1 1/2' 2500 (12) Wd 2-PLY (USP: NO Ibd OPTION) Z O LGT-2 2150 LUGT-2 1550 (1) - 1/4' x 2 1/4' TITER 2 (USP: BLK (5) 1/4' W5, WOOD (I6) l0d DETAL-20 2480 DHTA-20 2430 (18) - 10d x 1 12, 1 PLY MGT 3965 MUGT 4115 (1) 5/8' A,TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) Wd TO WOOD (USP: (28) 10d TO WOOD) HGT-2 . 10960 HUGT-2 9190 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 101d TO WOOD (USP: WOOD (8) 10d) HGT-3 • 10530 HUGT-3 W60 (2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) IOd TO WOOD (USP: WOOD (S) 10d) LGT3.50525 3280 LUGT-3 3525 (12) SDS 1/4'x3' TO GIRDER (4) 3/8' x W TITEN HO TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W525) 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' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-608 1/4'X3' TO WOOD (2) VGT Ilse NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/6' A.T.R. IN W404 STRENGTH EPDXY (MIN. 12' EMBED), (32)-605 1/4'X3' / 2 PLY MTS-12 low MTW 12 I195 (14) 10d x 1 12' (USP: (14) 10d x 1 1/1', (14) 10d) HT6-16 ISO HTW 16 1260 (I6) Wd x 1 1/2' (USP: (16) Vol x 1 1/2', (W) 10d) HTS-20 1450 HTW 20 1530 (24) loci x 1 12' (USP: /24) 10d x 1 1/2', (20) 10d) HTS-24 145m HTW 24 1530 (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 104) LSTA-12 ++ S25 LSTA 12 S30 (10) loci U5P, (10) Wd LSTA-18 .. 1235 LSTA 18 1239 (I4) 10d USP: (14) loci MSTA-18 +. 1315 M5TA-18 1310 (14) Iod USP: (14) 10d N MBTA-24 +. 1640 META-24 14,40 (18) led USP: (18) 10d !1 MBTA-30 ++ 2050 MSTA-30 2065 (22)101cl USP: (22)10d < ce MSTA-36 + 2050 MSTA-36 2065 (26)10d USP: (26)10d F- MSTI-36 3800 KSTI 236 3890 (36) 10d x 1 1/2' USP: (36) 1" x 1 1/2' (n MSTI-48 5065 KTSI 248 5140 (48) 10d x 11/2' USP: f48110d x 112' H6 950 LFTA 6 1210 (0) 8d TO PLATES, (5) 6d TO STUDS (USP: (IS) ad x 1 1/2', (16) ad) SP4 me SPT 4 S45 (6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS A34 395 MP 34 380 (4) 8d x 1 1/2' TO BEAM, (4) Sd x 1 1/2' TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) ad x 1 1/2' TO POST. HCP2 645 HHCP 2 Boo (12) 10d x 1 1/2' USP: (10) 10d x 1 1/1' TO TRUSS, (10) 10d X 1 1/2' TO PLATE 1410A 1140 RT 16A 1380 (19) led x 1 1/2' USP: (5) 10d x 1 12' TO TR156, (8) 10d X 1 1/2' TO PLATE VGT 4 NDU4 4940 PHD 4A 5215 (W)-$05 1/4'x3' TO WOOD, (10)-508 1/4'x2 I/V W/ THREADED ROD, (2) NUTS/UASHER/2 PLY USP: 5/6' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) W63 WOOD SCREWS VGT 4 H015 4940 TDX 10 10140 lib)-608 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSNIASHER/2PLY USP: 116' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/0' THRJ-BOLTS AM 44Z 2200 6665 PAU 44 2535 6115 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC„ (12) Wcl TO WOOD USP, SAME AS SIMPSON ABU 66Z 2300 12000 PAU 66 23W 16005 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC„ 02)16d TO WOOD USP, SAME AS SIMPSON V) LTTI9 .+ 1340 LTS 19 1205 (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) M CONC„ (DA" TO WOOD USP: SAME AS SIMPSON 0 LTT20B .++ 1500 LTb 206 1105 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN CONC„ (10)I0d TO WOOD USP, 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, 00) 10d (10) 10d x 1 1/2', 2-12' (.) Z HTT4 4495 HTT45 4160 (U 9/8' ATR M HIGH STRENGTH EPDXY (MIN. 1' EMiDED) IN CONC„ (18) 8DM0 X 112' (USP: (20)Ibd X 2-129 USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-12', (20) Wd x 2 I/2' Q HTT5 5090 HTT45 5005 (1) B/V A.TR IN HIGH STRENGTH EPDXY (MIN. T' EMBED.) IN CONC., (26) 16d X 2 12' (USP: (20) Wd X 2-12') USP WAS MORE NAIL OPTIONS: (28) 10d, (20)10d x 1-1/2', (20) Wd x 2 12' WHOOII.505 2.5+ 11010 UPHD 11 143W (I) 1' ATR IN HIGH STRENGTH EPDXY, (MIN. W' EMBED.) IN GONG, (24) SIPS x A' WOOD SCREWS (USP, (24) WS3 WOOD SCREWS) HD15 6645 TDX 10 10140 (I) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) MBHA 3,56/1125 3415 '3330 NFM35Xl2U 2580 1130 SIMPSON, (1) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMA. TOP, (1).1/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMIJ. FACE, (10ACd TO BEAM USP; (1) 1/2' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMBET/RFDNEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN, 5' EMBED DEPTH INSTALLED IN THE FACE. 0n Lal 0 HUSC412 (WOOD) 3635 2660 (FLR) HU54121F 3060 2110 (PLR) (10) 16d TO HEADER (10) Wd TO WOOD USP: SAME A5 SIMPSON 3265 (ROOF) 3325 (ROOF) Z Q HUC410 (CMU) 1800 4920 HD410 IF 1305 5000 (10) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD, (USP, (10) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER-, (10) 10d TO WOOD HLC210-2 (CMU) lam S085 H0210-211F 1305 5000 (10) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' WS3 aCREW6, 00) 10d TO WOOD. USP (20) 3/16' TAPPER., (10) 10d TO WOOD HUC210-3 (CMU) ow BOSS W0210-31F 1305 5000 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMN, (10)10d TO UVOD: (USP: (18) I/4' x V WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER-, (10) Wd TO WOOD LGUM26-2-5DS 1430 5895 LGUM26.2 2125 6065 (4) 3/8' x 4' TITEN HD ANCHORS e2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SD6 61-REWS TO WDOD, (4) 31W X 4' WEDGE 5OLT-i W83 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 1' DEEP, THE VERTICAL CELL IN CMA WALL MUST BE FILLED SOLID w/ GROUT. .. 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REOUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. • MINIMUM EMBEDMENT INTO THE TOP OF A 5ON05EAM WILL BE 5% MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' LLJ I— 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 SINiE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE 5TAINLE55 STEEL FASTENERS, WHEN USING ZMAX / HDG GALVANIZED CONNECTOR$, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HU,RCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE N MASONRY CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115.20W HEADER SPAN CHART SINGLE STORY APPLICATION 512E CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-4' TO 1'-0' DBL 2 x 10 1'-0' TO DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR $PAN DBL 2 x b UP TO 5'-0' DBL 2 x 6 5'-0' TO V-4' DBL 2 x 10 6'-4' TO W-0' DBL 2 x 12 8'-V AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO 8'-0. UN.O. 4'-II 1/2' 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 F2 x 12 (r1 SYP) 1/16' OSB NAIL (3) 12d a 6'-W O.C. TYP. 2x1?- BM. HDR. I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 FLOOR TRUSS TO MASONRY/CONCRETE SHALL 5E HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. TRUSS TO WOOD FRAMING SHALL BE MT5-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND 51ZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL a HEADER 5TUD RECQ, ARE STANDARD UN.O ON FRAMING PLAN 6. MIN, 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES o EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRU55ES TO TOP OF TRU55 BEARING. &PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 5F. COMPARTMENT PER 5TH ED, 2014 F5C RESIDENTIAL -SECTION R302.12. 9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. A R C H IT E C T 8 1 Gr esi 1n 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744076 www.abdesigngroup.com AA N: 0003325 v 0 a U y O 2 4 ci sVEIDIV. Sc WT: SILVERADO LOT 24 BLK 6 PROJSCT� 04128.000-02461 HODAMe 4EHB "2605—HAYDEN" OARAGN 8wn10: RIGHT PAOM: CONNECTOR SCHEDULE 150 MPH EXP. B DP 11/09/17 SCALE: 1 /4"=1' - 0" slum" 7.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -H neV OUTLET 20 A 64 c POLE IIOV CUTLET WV OUTLET Iaro CDP NTCNCun eT uaED OR IIOV OUTLET PE'NTTiRIIIPEDR 'f PESI*TNTYPE) 220V OUTLET rW WR CONNECTION �} IURPms ET. GROUND PAUL CUTLET NTERRRP m &WITCH &WITCH 3-WA7 DEER SWITCH 4-WAY OPER WALL HONKED L. -It— L— VP VAPOR PRC7f LIGHT ;Q\ moos® CAN �- WALL SCONCE PM-WnRD VENT. PAN I CR1 PER eQ PT. VENT, PAN WILONT CR'I PaR 60. PT. ,f-t/TTI1T V PntI11RE (MFC'� DT 2-DULD ~ AI ORR AROUND =4 2' FLUORESCENT = =( 4' RUOF 6MMT fir, 4' iRAOK LIGHT 60 PANEL /� METER t • 1 SDI- wIam DETECTOR ,n�i eenD •sec-� &D. WALL MCMED M1GR DCTRGTOIa DATT. DALK.OP WLHNIMM ® 5/co CARBON!CARBON! MONOXICE D.am� CCiaO UAe�Yee - NTRR-GRSCCT[D SHALL DE A DIVAN= CP NOT LE66 THIN 4' Pav FONDANT LNGI (f/ NATURAL CUTLET GA8 ► reLePNGTrE �Aac dK AIR CONDITIONING DISCONNECT reLeV161QV JACC Dox TO aR O eNe•PORw J-Dox ACCORD 00 AD 6 w UV Dox R HAOPD AD SUCH PDR NG A O SUAs ' N CEILM9 PAILLIGIIT M.Mmp ANGE UU PO I'tA.Q=p A8 eUDN PDR I ROOD LIGM OPT. eRaIRTr NCETTAD PA, PUNT-DUTTON POR CNR$6 •-- use PORT LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRICTION 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 MI50T3 E@CR 5TN 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 5TN ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR.57H_ED(2014). PATIO T \ NN I DROOMG hN / PIE -WIRED CLG FAN 0 \ I RIII \ / PRE -WIRED // III � CLG FAN III /•�� FLEX / / FOYER III / III I GF1 \ `\ PORCH PCIFMOERS� \ / I w SWITCH IN / Ii CABINET OUTLET / \ FOR DW TO 2ND FL. / SWITCH 5 EN 1 1 I T Ii r OPT _I \ 5/GDP / GARAGE (REF —GFI 1 DOOR —L— J ` 1 I I \ \ KEYLESS FIXTURE GFI GARAGE DOOR PREWIRE GARAGE PRE -WIRED CLG FAN BEDROOM #2 / I it /G II �'• BATH #2 I _T 7 I I I I � I I /BOLL4RD AS I O PER BLDG. BL CODE FIELD w4iMETER VERIFY LOG. IRRIGATION OUTLET 0 48' AFF. — GOAD LIGHT FIRST FLOOR ELECTRICAL PLAN 1 UNIT - NEW CHART LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE V21 HOUSE PLAN: 4EHB HAYDEN MODEL LOAD INFORMATION VA aws aQ PT' aEIIHNAL UORTIRG x a vA PaR aQ Pe 780 a W AIIP APP1lANCa CRtCUTT AT 1600 VA liL a00o 1 LAUNDRY Cad = I600 t RANGE AT NAYS PLATE RATING OR COOa P/OVEN 12000 t RATER HEATER 4600 t VISHW KER lass t CWYIY'8 DRYER 6000 1 DOPORAL 600 i 141C1ONAVE ism f Rarmiti TOR in- 9UBTOTAL or Oa110t U. LOAD Seals PUMPT 10 RVA OF GENaRAL LOAD AT 100E 100011 R6YAR2DEit or OENERAL LOAD AT 40a 2as1a VA , .4 lines TOTAL N6'1' GENERAL WAD "ne6 3.6 TON MAT PUMP (WI 6EN DOMENCY HEAT 31'11P) 21 AYP z aw — ae TON COGI.IN6 9Y9TRY 40 AMP s 2w V • "00 NST CDN6RAL WAD sizes TOTAL HVAC 981 TOTAL LOAD a09ae CALCULATED LOAD FOR SERVICE eases vA/zw v- ia9 ANP 150 AMP SERVICE •10R9T CASE SCENARIO - HGHaiT HVAC WAD Ua® rDR CALCULAT[ONa.• L'UTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 3000 VA 0 100%, REMAINDER • 35% NET LOAD: 6,54E RANGE: 12)VOO 0 -10% 8,400 DRYER: 5,000 • 10% 3500 TOTAL 18,84E NEUTRAL AMPACITY: 18,488 / 240 . -18 A 2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3-2/0 CU, THIN « 1-6 CU IN 2' CONDUIT OR 3 P4/0 AL, THU.N . 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT to OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE ISO AMP DISCONNECT SWITCH AND 120/240 VOL GENERAL NOTES: M ELECTRIC METER IN I PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE PANEL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TN EDITION C2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 150A/2P B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLE55 MCB NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE ISO AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 42/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE CABLE TELEVISION I ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 515" DIA X 8 FT LONG COPPER GLAD GROUND ROD A R C N 1 T E C T III Design Grou LONGWOOD, FL 32760 PH:407.774-6078 FAX: 407-7744078 www.abdesigngroup.com It AA #'. 0003325 W z h 4 W O a a C 4 ti 4 U aysaTv NR& LOT: SILVERADO LOT 24 BLK 6 PTtOJ=T# 04128.000-02461 MODTCT, 4EHB "2605—HAYDEN" aARAaZ BWDM: RIGHT PAGM: FIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B ARClfMCT' STATE OF FLOFf�A pKtNT DATM 11/09/17 BCALAk 1/4"=1'-0" malmnT ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 120V OUTLET 2O AMP SHUR POLE 110V OUTLET 110V OUTLET N OP OUTeWTCHLET WRED ro 3PI IIOv OUTLET E("F°°D II (TAMFPANeTe IrnNaaNPTER (rAre� RESISTANT TTPEI 220V OUTLET (4)GNRE CONNECTION uEPp �GFI C�m.ET Tm!'IeaoP til �reLLleT 'v I SIUITCH ts SWITCH 3-WAY OPER 6.1 WTCH 4-WAY CPER U&ALL MCNTED LIGHT CEILING LVSNT Oil yr uG C PROM 10� RECESSED CAN WALL SCONCE PI!•AIRED 'ENT. PAN I CIM PER SQ" v@Ni. PAN tlILIOHT I GFTI PER $Q FTLONT V HKIU! (SP'ECY leD OT �� fl.UO �6CENT 2•�'D WP'� AISDUJD _ � ]' RUOREBCENT 4' ILUORESCENT TRACK LI C=� PANEL Eiiam METER OSD. swKw Det[croR WALL MOMTED 9D. @ICGE DETECTOR ® S)CO a.Vma+P10N� IDS BMAKE DflEOfOR CQOD PERO LOW NATURAL OAS fV CUTLET ► TmmH w JACK - IFA.IER DIN.ONNECT AR CONDITIONING DISCONNECT TV. TELEVISION JACK O J-� TLCCO LI a �. KErPAD rl"J PD. PUSH-GUTTON FOR CHE1E0 UED PORT LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO 5E ARC FAULT PROTECTED PEP ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI • ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER D15OONNECT TO 5E LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISICN5 OF SECTION M15013 FBCR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL ESE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR-5TH.B. (2014), SECOND FLOOR ELECTRICAL PLAN A E C N I T E C T 5 6 Design Grou 1nr. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAK 407-774-4078 www.abdosigngroup.com IL AA A 0003325 F W y U w 0 a CA h A R U J u aumzv. a Loan: SILVERADO LOT 24 BLK 6 PROJECT# 04128.000-02461 MODRU 4EHB "2605—HAYDEN" GARAGE FILING: RIGHT PAGN: SECOND FLOOR ELECTRICAL PLAN %150 MPH EXP. B ARCHITECT: STATE OF FLORIDA ROLAND A ABOUCHACRA AR NO 93723 DA11/09/17 SCAIM: 1 /4"=1' — 0" B*Emm 9 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG, REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LE55 THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB i MASTIC. AND INSTALLED A5 PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 151 CLA55 I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT, FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION (2014) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND 51MILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 403. 8, ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO 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. 11. 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 O iol EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY I REFRIGERANT LINES 1� AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY J 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 3012.1.1 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRAss PLUG _ --FITTING OR EXTENSION TO SOIL OR WASTE AS INSIDE I _ - I REQUIRED WADE 5240-K JOSAM 56000 SERIES NICKEL BRASS TOP CAULK J I P.v.G OPTI/SPEC INV. SEE T SITE PLAN OFLOOR SLAB CLEAN —OUT (TYPN) PATIO I I Dj g t�G VV FROM j,j o I I IOVE I III I I------- I - - - - - - - - - - XI �I 12X12 14X I I PASS C ® I THRU ----_ -ice I it I I � I I I I I I I I KITCHEN 9TOR i I I I� 12X8 SXX4` \ \ III 8' S/A 1 FROM \\\ III ABOVE \ III FLEX - FOYER III III GARAGE PORCH BEDROOM #2 12X8 BATH #2 O � O 0 FIRST FLOOR MECHANICAL PLAN COUNTERSUNK C.O. PLUG 1 _6. SEE SPEC. ..•7 1---- �_-8'X8' CONIC. FIN. GRAD OR PAVING- - =1� FITTING OR I I EXTENSION TO 501L OR WASTE AS REQUIRED I I % i ---_----y 2,INV.SEE SI PLAN NEXT. GROUND 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) 15XI 1/4' 5HT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK - - BROKEN LIKE- RETURN TRUNK l BALANCING DAMPER OR OBD (, CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR © THERMOSTAT m PASS-THRU AIR GRILL A R C N I T E C T 6 Vcs GrouM.. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.COM AA A: 0003325 W T W 0 4 F U aulwty. de tioril SILVERADO LOT 24 BLK 6 PROJECT# 04128.000-02461 moasu 4EHB "2605-HAYDEN" GARAGM awDM. RIGHT PAGR: FIRST FLOOR ECHANICAL PLAN 150 MPH EXP. B DATlb 11/09/17 aCAXM: 1/4"=l'-O" a�aT 10 SECOND FLOOR MECHANICAL PLAN ARCBITECTt 6 GrDesi In 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup"m AA S: 0003325 W y chi w 0 F a y 0 I a i 0. 8't;7D V & LOT SILVERADO LOT 24 BLK 6 Flto 0CT# 04128.000-02461 MODRU 4EHB "2605-HAYDEN" GARAGM OVrXKG: RIGHT '191COND FLOOR ECHANICA PLAN 150 MPH EXP. B ARCHITECT STATE OF FLORIDA UN40 RA DAr-rM 11/09/17 8CAT.X- 1 /4"=1' — 0" stem T k. 11 fUq IT6Bl.•R vR[IGALLY W car[c Pa1F CELL , eEa ENeT6DT cape wl•9 Pcw • 4• Grp. RCM. W 6'.6• Wuean• W6M d StLLATICN M VALIt6 L a TEM4® F6[NN D a'N m°-�Icw�e.e�e•' eMIE PT. DT. PLATE TO CR2C. W u].2m: q!y pR e0.T W I. W W!R T' tnpED. MK • N' OG nAX ecu6E P.T. m. PLAIE ro aLAD W Vtx AHCIKR e0.T W 2' WANf9l T drlm. nN • N• OC MAX ta bEGIR rr. m. R m ro eLAa YV [» I&d MAeRRY NA A • N' OL. ,' T6CK ]D•• rN . v Dare aBu ,m` W n,e• rAa�nR J•, bNA rOLT ETTTLOE VAPOR RRMOlt m a' pr1 CILL.apH•AaTEp gEpi ryLL TpIIITC _ e• TIEAT 0M4L GE GORA-GAIt [V q R6AAR a1 CJ1.A6E THICKEN EDGE 4 ° • D • ° • U {• ftNP IEIH4 W b'ti' WAMNAO 1' aQiL. RDP. 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W NO -UPLIFT �' n••r� STAIR DETAIL NON -BEARING 5 D's V q 1®.1R VETRIG y W GGTC. POUR CELL once w oo. nAN 3 Ve• . FEAD Q oAl6AaE VARIee WTN xaPE 6C.QSE P.T. M RATE TO 6LAD W IA'M• ANpIKTE DOLT W ]• .16NER T wow. MN • N. a<MWr. D w• . wAo 0 6rR•Oe vARER uuTN N.orE Irs' ANCHOR DOLT W T W A.NR TnAege•Y 6nDm. Mel . N' aC nAX 6ECWE P.T. Dr. PLATE ro $LAD W+.4 D vJ' • IEAD a OAR.rQe VARee WITH DLOPe 6ECISE P.T. Dr. PLATE ro N.A15 NYL • N' OG MA% a Irs' . IEAD a GARAGE va II WITH e-OPB BCCURE rr, Di. PLATH ro $LAD W na60Mr NAu.. N• oc. nAx EktETON GLAD I I!t• CIRD IEEM[T VWete va• Recces dole eERvrx DR � au Land - Iyy' J L 3 ;� ° o)m NEgNT vAREe leeM 6-ne.P0.YET[T'LNvAr.C1e W 6Y6' ulrl2m61• e111'1 RI •-ML P0.Y ETNYLHE VAraeON 'ON i,MIL P0.T ET[TLNb-ML DOLT ETrrrI.Ele VAPORas 6i11L POLYRETAAPM QV WE1-COITAGim MLL Tp M TEAT 6W1LL E RETAI�R! ON YCLL-GQTACT® CLEAN £ NLL 1@EM11E T1EAtne[r N,u,of RETAImER M Wa1 ACTW CI.CAN •LL TD•1NE TIEATnort el[ALL De 4CCNC. REIi. 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REBAR LAP PIPE THROUGH i� REINFORCING %1BEARING CHANGE 1-STORY FOOTING �� OMIT�TE-�D.� DOWELS REBAR LAP AT FOOTING �B� AT LINTEL CORNERS ALL EXTERIOR FOOTERS AT FINISH SLAB'S TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 ARC R I T E C T t 1 5 Design Groulrma. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.a bdealgngroup.com AA M: 0003325 [a.. O a W 4 F 4 4 TJ 0 R IEUDDIV. da LiOT: SILVERADO LOT 24 BLK 6 0�412 006-02461 MODEIe 4EHB "2605-HAYDEN" GARAGE EITIMG: RIGHT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPH EXP. B APA>fMCT' STATE OF FLIORDA 5, P 'M D11/09/17 EICAUM 1/4"=1'-0" 8 D1 PRE-ENGINEERED TRUSS 4'-0' MIN. MTS-IL BOTTOM PLATE: t/Ib• OSB. (2) 12d NAILS AT 2X4 EA. STUD. IS M. PLATE 2X4 DEL. TOP PLATE 2X4 STUD 16' O.C, '1/16. 088. 112' Ala. W/ MIN. l• EMBEDMENT LOCATE W-S' FROM ENDS AND 32' O.G. MAX. TEXTURED FINISH MTS-12 META-16 A 92' O.C. MAX 8' CM WALL (2) 12d NAILS WITHIN 4. OF EA PRE-ENGINEERED END 1 (2) 12d NAILS r 12' CO. TRUSS MAX IN FIELD. KNEE WALL DETAIL �1 STICK BUILT WALL DETAIL 0 E: IR'.I0 { 2 SCAL'-®• Br EA. STUD TOP < PRE-ENG TRUSSES W/ TRUSS BOOTT TOM SECURE 2.6 MIN. TO ELK W/ (2)K' ANCHOR BOLT W/ 2' WASHER SET CONNECTOR VERIFY W/ FRAMING PLAN PRE-ENG TRUSSES W/TRUaB IN SIMP80N HIGH STRENGTH DOUBLE TOP PLATE HEADER CONNECTOR UP TO •1,000 SECURE 2x TO BLOCK EPDXY 4' EMBED. 2X4 SECURED TO 7MAX UPLIFT W/ �' TAPCON9 OR GABLE END W/f21RdrEA UPRIGHT 2x4 SECURED t0 CRIPPLE STUp9 • 16' O.C. SIMPBON LSTA•12 • EA JACK DOUBLE TOP PLATE BIMPSON META-24 • EA JACK U'Icca•T IV (MIN SPIN (MIN SHANK SIZE U48) (MIN EMBED. I') HEADER SIZE PER O p. OO GABLE ENG W/(2)12d SPAN CHART, STUD, BOTH SIDES OF 1xB STUDS • 16' Oz. MAX W/ WITHIN8' OF EACH o' 6'-8' OG. OPENING. SHEATHING. SHEATHING TO BE END AND ISOG. MAX 2. STUDS • K' OG, MAX W/ a�vu�xi� as' WITHIN }' OF WINDOW/ DOOR ��I�'' SECURE 2x4 ON BREATHING. SHEATHING TO BE OPENING AND SECURE PER FLAT TO 15LK Dom WIC NDM/ DING FASTENER SCHEDULE J' OSB. SHEATHING OR W/ GUT NAILS. WINDOW AND SECURE� (2) STUDS, (2) JACKS r EA }' COX PLYwDOD OPENING FASTENER SCHEDULE SIDE OF OPENING KING STUDS (BEE HEADER JACK STUD ASSEMBLY TO BE " -W *o e'-m SPAN CHART FOR DETAILS AND CHARICAT D SECURED ONE PLY r A TIME. USE 12d NAILS, TWO WITHIN 6• o° 2x4 BLOCKS (. a G� SIDES: L 30 • GABLE BLOCKING JACKS (BEE HEADER SPAN FROM EACH END 1 NO MORE THAN 12' O.C. STAGGERED CMU WALL 2X6 GARAGE DOOR IX1GK W/ !3) ASS 2x4 BLOCKING —r ri,SPECIFICATION) CHART FOR DETAILS AND WINDOW SILL W/CRIPPLE$ r /f'XB' J-BOLTS 4' EMBEDMENT MIN X2'XK WASHER AND NUT r EA. RAFTER L•30 EA JACK STUD ASSEMBLY TO BE 16, O.C. SPACED EVENLY FROM FLOOR TO RAFTER SECURED ONE PLY • A TIME. VIA ATI6' GARAGE DOOR HDR IN JOINTS H2B EA USE 12d NAILS, TWO WITHIN 6' �. MAX WITV 7• PRIOR TO FILLING 1-2X6 PT BLOCK r CENTER OF RAFTER FROM EACH END 1 NO MORE THAN 12' O.C. STAGGERED EMBEDMENT AND DIA. WASHER Rac°•t •WL DOOR HEADER W/(1)VX8' J-BOLTS 2x4 RAFTER r 24. O.C. AND 91MP8LN M87AM-24 r EA 4' EMBEDMENT W/ 2'X2'X4' WASHER O BOTTOM PLATER EA FULL — - AND NUT FRAMING LENGTH STUD, BOTH SIDES SPECIFIED ANC40RO �O O (TYP) OF SHEAATHINNG TO LAP TO TOP OF MASONRY WALL. 2Xa P.T. BOTTOM PLATE NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SHEATHING MUST NOT SUCH INSTRUCTIONS ARE MORE STRINGENT BREAK 1'-4- MIN, FROM 2ND GARAGE DOOR TYP. EXTERIOR WINDOW DOOR FLR LINE. �iBUCK ATT CHMENT V ��� FRAMED OVERHANG `+ N.TS. ��10PENING U WD FRAMED (W/FLOOR TRUSS WINDOW 2—STORY OPENING WALL ��1 ARCH WINDOW FRAME A SECT[ON BGALE:1/2•.1'-1. BCALe:1a'.1'-m• SCALE:I/2'.I'_0• `.:�(9 FASTENER SCHEDULE NOTE: TYP. EM. SHEATHING ATTACFR'IENT ROOF DIAPHRAGM •s amp sNnwc ow+ rums • a oc. FOR SHEAR 1 UPLIFT (OAM. TO BE STRUCTURAL USE 1/I6' OSB. OR 1/2' CDX PLY WITH % RING SHANK GUN NAILS AT 4. O.G. AT oP . earrar+ eocss GRADE) CONNECTORS FROM STUD TO PLATE ARE SUPPORTED PANEL EDGES AND '8 RING SHANK CAN NAILS AT 6. O.C. AT NOT REQUIRED EXCEPT • OPENINGS PRE-ENG TRUaB INTERMEDIATE SUPPORTS. SEE DETAIL. DEL. 2X TOP PLATE � ROOF SHEATHING GABLE END FRAME USE 9 GUN NAILIL S • 4' O.C. - 1A6' OSB. e Y� 7X DLOCOP EXTERIOR SHEATHING OF USE 1AW OSIS OR IR' PLY WITH 18 RNG SHANK GUN NAILS AT 6' O.C. At PANEL BIDES AND 1' ' - SHANK GUN NAILS 4. O.C. TOP 1 BOTTOM PANEL AND '8 RING SHAKK GUN NAILS AT 6. OL. AT a tA4,' OSB. 2X STUDS IS,O.G. MAX a INTERMEDIATE SUPPORTS. SEE DETAIL. _� QQ d RING SHANK CAP! NAILS Y r b' O.G. M FIELD 2X BTo PLATE NOTE: RING BNANK CMNI NAILS SHALL BE PERMITTED AS ACCEPTABLE RABTENER FROM ANY MANFACTIIRER AN V I ° 3/4' FLOOR DECKING w NAIL REQUIREMENT5 ad ROU_tIENDMODIFIE 2ENGTH DII3 TENSllvI OR T [EOM NAILS TO BE 1-FG. BY MEMIyppEER OF INT. STAPLE, NAIL 1 TOOL ASSOCIATION w TOP CORD BLOCKING AT 4' 3�3 O.G. MAX. IN FIRST 2 FRAMING 3 w SPACES AT EACH END. RAFTER OR TRU98 ` n a P 2 - TYP. EXi. SHEATHING ATTACHMENT FOR ROOF SHEATHING (OSB. TO BE STRUCTURAL GRADE) �0 O :p PIE- ENGINEEIE•;D o FLooR TRUSS = BO TOM TOP O N 4 ml UI/ (S) 12d NAILS HETA-16 BLK WALL I I I I I I I. m.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING rc • QI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK Z RING DIAMETER OF ®OI2 OVER SHAtlK DIAMETER W/ 1/4' GAP FROM BLK TO OSB. 1x4X4' SECURE TO TRU66 W/ 3-12d b'-8. O.G. MAX TYP. 3. 16 TO 2m RINGS PEN! INCH 4. 02Bm INCH FALL ROWD HEAD DIAMETER `^ i w $ 2' DECK SCREWS • b'-a' O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN B. 2 INCH NAIL LENGTH p'Y- O 3 DTHREADED Q3 REMAINING AREA TO BE SHEATHED FROM VOL. TOP 2X4 SECURE TO 2X4 BLK W/2.12d SECURE TO BLK W/ META-16 y3y) MAX IN FIEL. UN 'SHANK TO EXTEND BEYOND' TNICIONE88 OF SUB PLATE TO HORIZONTAL BLOCKING. ® SHEATHING • TOP OF WOOD FRAMED WALL TO Be ° -FLOOR ° SHEATHING STAGGERED MIN. OF 16' FROM SHEET BELOW ROOF SHEATHING LAYOUT ��k ® INSTALL ALL SHEET$ W/FACE GRAIN PARALLEL AND ENDWALL BRACING BUILDING LENGTH TYP. EXT. f. SHEATHING ATTACHMENT TO STUDS .7 2'-0" EXT NS ON ®OPTS C R. USED FOR GABLE END FRAMING FOR WALL SHEATHINGE) rosE To BE 9TRIGTURALGRADEI SUB -FLOOR DECKING GLUED TO EXT. WALL SHEATHING $GALE. 1/2'.I'-®' 9 SCALE: 1!U'.I'-0' ALL X SE MBERS ALL EXPOSED MEMBERS A R c 8 I T E c T a 6 Design Grou .n! 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup•com AA B: 0003325 J F y U O a y R C F A 4 v aysa:v �e TAT: SILVERADO LOT 24 BLK 6 Pnon=T# 04128.000-02461 mol)NLo 4EHB "2605—HAYDEN" GARAGE BWDM: RIGHT PAGE: MISC. DETAILS 150 MPH EXP. B FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER F5CR RaO52.1 ON J' 0.5.5. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS '.T. IX2 W1 MTL. DRIP EDGE 2x4 OR 2x& SU5-5AND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W1 TRUSS PLAN I%' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MA50NRY _7_ I �EE ENERGY CODE FORMS �OR INSULATION R-VALUE5 'GYPSUM 50ARD OR I- HIG TRENGTH CLG. BOARD :ONIC� FILLED LINTEL 5LK W/ 1) w-, RE5AR CONTINUOUS >RECAST LINTEL ,EE ENER3Y CODE FORMS OR INSULATION R-VALUES IINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST 5ILL (1) W5 RE5AR VERTICALLY W/ CONC. POURED CELL lx2 P.T. FURRING STRIPS IS Iro, C.C. a, CMU 1/2'GYP. WL. 5D. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER F5CR RS05-21 ON a' 0.5.5. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. lx2 W1 MTL. DRIP EDGE 2x4 OR, 2xro 5U5-5AND PER ELEVATIONS VENTED ALUM. _54�FFIT 5TIFFBACK (SEE SEALED TRUSS ENG. FOR SIZE 4 CONDITION.) 0.5.5. SHEATHING OR J' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) LUEEP SCREED (SEE DETAIL 2) SECURE GABLE TO 2x& P.T. PLATE W/ 12d's a' O,C� MAX 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X* 15R� 15 PRESENT PRE-ENG G45LE TRUSS 2x4 NAILER CONT. 2x4 RAT RUN SECURE I.-V W1 (2)12d's a EACH TRUSS TYF. TO BE INSTALLED a MID, POINT OF TRUSS SPAN, OR O.C. MAX. SECURE 2x(p PT. PLATE TO 15LK W1 J'xe' ANCHOR BOLT W/ 2'WA5HER SET IN SIMPSON HIGH STRENGTH EPDXY I' EMBED. MIN. 111 32' OC MA>C %'THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED 1-STORY DIRECTLY TO MA50NRY 4 BLOCK WALL Co SCALE: 3/4'=V-0' 1/1(p. os�5� OR j, CDX TYVEK BUILDING WRAP FORTIP15ER BLDG PAP GALVD MTL. LATH I/V TEXTURED FINISH a WOOD )/W TO V MID WALL WEEP SCRIEED ,20- -01 CMU -5/8' TEXTURED FINISH * MASONRY WEEP SCREED DETAIL @) WOOD TO 2W"A "N IN SCALE: 11/2'-1'-0' DRYWALL — I / I'X4' OR I-X2' P, T, NAILER 1,4 — OR %.,x4' 11111, SECURE F] I VEND IAW INTO BLOCK W` 4f.' TAPCONS OR DRIVE PIN (MR SHAW . SIZE J45, IR HEAD SIZE SW Mpoolt MIR EM15EDI�IENT 1-41 WITHIN S' Cr- EAC14 END 4 16' OC MAX SPACING DOOR CASING JAMD OR WINDOW ATTAC44 TO 2X PER MANUFACTURES DETAILS. NOTE� SHIM AS NEEDED TO PLU-0 JAM (DO NOT EXCEED W) DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3/4 OR +5/4 U-AA-) fCK 111/ 11' OR (MIN. SH" SIZE AS MIN_ HEAD SIZE 31M MR EMIBEOMENT I Y49 WITHIN a, OF EACW END 4 W O.C, MAX SPAC4NG. 2>*� CE13 SECURE TO BLOCK IJA TAPC� OR DRIVE PIN (MIK SHANK SIZE AS M:N. HEAD SIZE 3CO M N. 8-15EDMENT I Y49 \\�:h* UT14IN V OF EAC44 END 4 W OC. MAX SPACING. a, cm 2XS: CEM DRYWALL. SECARM TO BLOCK WIZ-%' TAPCONS OR DRIVE PIN I'X4' OR I'X2' P.T. NAILER (MIN. 014AW SIZE A45 DOOR CASING MIN HEAD SIZIE DOOR JAMB OR WINDOW MIN, EMBEDMENT I J'4') ATTAC44 TO 'X PER �Ijtt t �LF EA�t- I ACTURE6 DETAIL., NOTE, SHIM AS NEEDED TO PIJJMlS JAMB (00 NOT EXCEED Y49 DOOR JAMB TO BLOCK +1-1/2" rp_� WINDOW TO BLOCK +1-IZ2" ull SCALE� I -STORY GABLE A BLOCK WALL SCALE: 3/4'-I'-V SEE ENERGY CODE FORMS FOR INSULATION R-VALUES j'GYP5UM BOARD OR J' HIGH STRENGTH CLG. 50AFRD CONC. FILLED LINTEL 5LK t (1) 05 REEAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECA5T LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REEAR VERTICALLY W/ CONC, POURED CELL lx2 F.T. FURRING STRIPS 6 Iro I O'C' a, CMU 1/2, GYP. WL. 5D. WOOD BASE F15EFZGLASS SHINGLES BLOCKING BETWEEN OVER 030 FELT PAPER -----2x4 TFRUSSE6 WHERE 'X' BRACING INSTALLED PER F5CR 15 PRESENT FnO52.1 ON J' O.S.5. SHEATHING OR I- COX PRE-ENG GABLE TFPU55 PLYWOOD SECURED PER FASTENER SCHEDULE CONT, 2x4 PAT RUN SECURED W/ (2) P.T. Ix2 W/ MTL. DRIP EDGE]) 12d's a EACH TRUSS 2x4 OR 2xro SU5-5AND-J TO BE INSTALLED * MID. POINT OF PER ELEVATIONS TYF. TRU55 $PAN, OR O.C, MAX, VENTED ALUM. SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-vALUES 5TIFF5ACK (SEE SEALED I'GYPSUM BOARD OR J' TRUSS ENG. FOR SIZE 4 HIGH STRENGTH CLG. CONDITION . ) BOARD O.SB. SHEATHING OR 2x4 NAILER CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE 2x4 a 241 O.C. o INTERIOR ON SHEET D5 KNEE WALL '715' THICK, 3 COAT CONC. FILLED LINTEL 5LK W/ PORTLAND CEMENT PLASTER (1) 05 RE5AR CONTINUOUS OVER EXPANDED GALVD METAL LATH ON FORTIF15ER PRECAST LINTEL JUM50TEX GRADE *0' WINDOW ATTACHMENT AS PAPER OVER TYVEK PER MANUFACTURES BUILDING WRAP (REFER TO SPECIFICATIONS STUCCO 5PECS FOR COMPLETE INFORMATION) PRECAST SILL WEEP SCREED (1) 05 REEAR VERTICALLY (SEE DETAIL 2) W1 CONC. POURED CELL SECURE GABLE TO 2xro P.T. Ix2 P.T. FURRING STRIPS PLATE W/ 12d'e, S' O.C, MAX O.C. SECURE 2xro PT. PLATE TO 5LK W/ J'xe' ANCHOR BOLT a, cmu W/ 2'WA5HER SET IN 51MP5ON 1/2' GYP. WL, ED. HIGH STRENGTH EfDOXY'l' WOOD BASE EMBED, MIN, is 32' OC MAX. V THICK, 3 COAT �72_ PORTLAND CEMENT - 4� f DIRE ZG 4 1-STORY GABLE W/ VAULT CLG. BLOCK WALL SCALE: 3/4'-V-0' NOTE: PER F5CR S052.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNPERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM D22ro TYPE 11, A5TM D 486S TYPE IV, OR ASTM D 6-15-1 2X4, =1 2X4, CE13 2X4� CEO 5E SECURE TO BLOCK W1 SECURE TO BLOCK TAmToll._e.%wPl.w TAPCONS OR DRIVE I -IN TAPCONS OR DRIVE PIN (MIR SWANK SIZE J45 tMIR SHANK SIZE 145 (MIN. SHAW SIZE 146 MIR HiiAv sizr mo I-ft WEAD SIZE 3m MIR HEAD 6129 300 MK EMBEDMENT 1 Y4*) MTHIN 8' OF EAC44 END 4 MIR EMBEIDMENT I V) WITHIN 9' OF EAC14 END 4 MIN. EMBEDMENT I Y49 WITHIN S' OF EACH END 4 W O'C' MAX SPACING, 18'OZ, MAX SPACING IS- OC. MAX SPACING. 2X&: CEM SECURE TO BLOCK W12-V TAPCONS OR DRIVE PIN NOTE� STRUCTURAL 2X "AT BE ON OUTSIDE 0 SECURED 2X6, CE12 SECURE TO 151. CK I TAPOON RIVE ll�%' OCR e NOTE: STRUCTURAL 2X MUST 2x&� CEO SECURE TO -gK4U/IW`4- TAPCCN6 OR (MIN. SHAW SIZE .145 THROUGH NON-STRJCTURAl_ (MIN. SHAW SIZE J49, ISE ON OUTSIDE 8 SECURED (MIN. Sk" SIZE A45 MIN. HEAD SIZE 3" %' TARCON MIN. IA' MIN. 14EAP SIZE _WV THROUGH NON-$TRLk_-TURAL MIR HEAD SIZE 300 MIN. SMISEPMENT 14.) EMBEDMENT INTO BLOCK. mK smwDMENT 02) ' IAPCON MIR I- MIR EMBEDMENT I Y49 WITHIN 8- OF CH 4 LtA.Ir' ,U WITHIN 8' OF EACH 90 EMMOMENT INTO ELOCK WITHIN 8' OF EACH 040 4 Iv 01C. M, Ax h'PKrWlALL 10' Or-, MAX SPACING. a, cm W 0 C. MAX SPACING. 2xa, cm I-X4' OR 00- P.T. NAILER 2X9, CEM V DRYWALL 2XS: c2m SECURE 1 BLOCK W/2 %. 0 TAPCCN6 OR r:> t' RIVE P _3W OJSIS� X 4'MIK I TA OR =t 1;�W I'X4* OR FX2'PT. NAILER SECURE TO BLOCK W/1-1/4' TAPCONS OR DRIVE PIN (MII,L SWANK SIZE J45 DOOR CASING (MIN, SWANK SIZE A45 DOOR CASING ?MIN SHAW, SIZE J45 MN HEAD SIZE _,M HEAD SIZE --DOOR JAMIS OR WINDOW MIN. W� "T DOOR JAMIS OR WINDOW MIR _300 HEAD SIZE M:N. I y 4') ATTAC44 TO 2X EE.SIZE MIN. EM MIIINT V1 ATTACH TO 2X PER MIR EMBEDMENT I V) Wtj;4EM5EDMENT IN S' OP EAC44 END 4 W Or-, MAX SPACING. MAMPACTUREOPTETAILS. WITHIN W OF EAC44 DO 4 Ib'OJC. MAX OPAC4NG. MAILIFACTURES, DETAILS, , 4 LUIT14IN a, OF EACH END 4 IS- O.C. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +1-15 19" WINDOW TO BLOCK +1-15/1Q SCALE, 2X4: = SECURE TO BLOCK LW V TAPCON* OR DRIVE PIN (MIN. SHAW SIZE 148 MIN, MEAD SIZE 3m MIR EMBEDMENT I Y, WITH 141.0- .. C, _ MAX 2X6� CEM 2.* TIAM TO E'L a NOTE: STRUCTURAL 2X MUST TAP.6 ORA%WlPi;�' IN BE ON OUTSIDE 4 SECURED (MIR SWANK SIZE J45 THROUGH NON-STRICTURAL MIR HEAD SIZE 3CO TAPCON K I- I MIK EMBEDMENT 0.9 T INTO OCK WITHIN 01- OF EAC44 END 4 cm 16 ' O.C� MAX SPACJNG. ORYWAL.1- 2X0, CM= TE= To "L a I'X4' OR I-XV P.T. NAILER TA . OR =Wll� P.T. X 41 MIN, 041N. SHAW, SIZE J45 DOOR CASING MR HEAD SIZE 2�00 --POOR JAMB OR WINDOW M:K EMBEDMENT I Y4V ATTAC44 TO 2X PER WIT14IN 8- OF EAC44 END 4 18' OZ. MAX SPACiW..j MANLFACTURE5 PETAILA NOTE, SHIM AS NESPED TO PLUME, JAMB (00 NOT EXCEED Y49 DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4" D SCALE, NOTE: SHIM AS NESPEP TO PLUMB JAM (DO NOT EXCESO)49 DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T E SCALE: 2X4: CM "E=jO 5 K IllI.I.W TA O,�. (MlhL SHANK SIZE J48 MIR HEAD SIZE 3CO MIK EMBEDMENT I V) WITHIN V OF: EACH END i 19' OZ. MAX SPACING, NOTE: STPLICTURAL 2X MUST BE ON OUT64DE 4 SECUFIEP THROUGH NON-STRUCTLRAL 2X6, CEM W.- TAPCON Mh'L 1-4. 960JRE TO BLOCK W/2-V EMBEDMENT INTO BLOCK TAPO" OR DRIVE PIN (MIN. SWANK SIZE 145 MIN. HEAD SIZE 300 _)i DRYWALL [-UK EMBEDMENT I V) UNT14N S' OF EACW END 4 I'X4' OR I'X2' P.T. NAILER 10' Or- MAX SPACW. 2ND 2X SECURE TO 2X96 CEM STRUCTURAL MEMBER W/(2A2d M BLOCK W,12I;� WITHIN 8' OF EACH END 4 6' - T,A�TO ONSORDRIVE TO 0 -MAX Or eMINL SHANK- SIZE J49 DOOR CASING "I M K HEAD SIZE 3co DOOR JAMB OR WINDOW M. rEM75ENDMENT I YW ATTACH TO 2X PER WITHIN $'OF EAC44 END 4 19. 0, MAX SPACING. MANUFACTURES DETAIILS, NOTZ SHIM AS NEEDED TO MUM JAMB (00 NOT EXCRED)I49 DOOR JAMB TO BLOCK +T (—v'\-- WINDOW TO BLOCK +3" NOTE: STRUCTURAL 2X MST BE CN OUTSIDE i SECURED THROUGH NON-STFMICTLRAL %'TAPCON MIN. I-y4' EMBEDMENT INTO BLOCK DRYWALL I'X4' OR I*X2' P.T. NAILLIR V.'OSS. X WMIK DOOR CASING DOOR JAM15 OR WINDOW ATTAC14 TO 2X PER MARVACTURE5 DETAILS. NOTE, SWIM AS NEEDED TO PLUM JAM (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" S-CALE; 2X4z SECURE TO BLOCK U�.' TAPCONS OR DRIVE PIN (MIR 614ANK SIZE J4b MIR 14EAD SIZE 300 MIR EMBEDMENT I V) WITHIN 8- OF EAC44 ENE) 4 18'0,C. MAX SPACW. 2X6, CEM SECURE TO TAPCONb OR NOTE, T...L �x MUST. (MIN. SHAW SIZE J46 ISE ON OUTSIDE 4 SECURED MIN. 14EAD SIZE 300 1 THROUGH NM-STF41CTLPAL MIR EVIVIEDMEN 0� ') �6@ TARCON MR I V WITHIN el Or EA No 4 EMBEDMENT INTO'gLOCK Is, oc� M AX SI�jW �:NORYWALL 2X81 coo SECURE' ro BLOCK Wjj� 1/4. TAPOPNO OR DRIVE N I'X4'OR [-<2'P.T. NAILER 1 (MNN SWANK SIZE J46 I' PT� X 4' MIN. MIN.4AD SIZE 300 DOOR CASING. MIR EMBEDMENT I Y,') WIT14IN S' OF EACH END 4 POOR JAMB OR WINDOW 10' O.C. MAX SPAC�W� ATTAC44 TO X PER MANUFACTILIRES DETAILS. NOTE, $HIM AS NEEDED TO PLUMS JAMIS (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 3/4" SCALE; A R C N I T E 0 T Sn 6 GrWn oulOw. nar- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX, 407-774-4078 www.abdosigngroup.- 6—AA #,. 0003325 --.j 6.� 1`4 W76 UNDM all Lo SILVERADO LOT 24 BLK 6 1pftoj=T# 04128.000-02461 MoDzxic 4EHB "2605-HAYDEN" GAltAGE BWXKG: RIGHT PAC]& MONOLITHIC 1-STORY WALL SECTIONS & NJOTES . B 150 MPH EXP. B ARC*frECT`-. n Itt" DATM 11/09/17 HICAU& 1/4"=V-0" nlcm= -,r,--N 3 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 N a' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR I- CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5. l/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH N FORTIF15ER JUM50TEX GRADE 'O' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE; SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. m TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 IS FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBN W/ (5) 12d NAILS a EACH TRUSS. BTM. RIBBON TO BE P.T. — WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY FIRST FLOOR BLOCK SECOND 1 FLOOR FRAME SCALE: 3/4'=I'-0' SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 1' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD TWIST STRAP VERIFY W/ TRUSS PLAN WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS a I6' 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 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 (I) 05 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS B 16' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 N a' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFF15ACK (SEE SEALED TRUSS ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ i'x6' THRU-BOLTS o 32' O.G. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 8' O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 a 24' O.G. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET 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 1'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. o 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 A EACH TRUSS. BTM. RIBBON TO BE P.T, WEEP SCREED (SEE DETAIL 2/D3) EMBED, STRAP VERIFY W/ TRUSS PLAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY GABLE FIRST FLOOR BLOCK SECOND 1A FLOOR FRAME SCALE: 3/4'=I'-0' a 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's o EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUE5 I' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS 0 16' 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 PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) I' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) "5 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) "5 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS ® 16' O.C. 8' CMU 1/2' GYP. WL, BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 N 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 1,0000 UPLIFT — CONNECTOR 2x8 SYP 02 — DBL TOP PLATE WALL SHEATHING 2x8 SYP 02 — WOOD STUDS AT 12' O.G. MAX 2x8 P.T. SYP "2 SOLE PLATE 05 REBAR B 16' O.C. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN. SEE ENERGY CODE FORMS FOR INSULATION R-VALUE5 z W iQ zQ N - V ro,. WALL - . SECTION WOOD FRAME TO 1B LOCK WALL m SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD SIMPSON SP2 m EA. 2X8 STUD J' DRY WALL �' DIA ANCHOR BOLT AT I6' O.G. MAX WITH -I- EMBEDMENT AND 2' DIA. WASHER SIMPSN SPI ® EA. 2X8 STUD (1) COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (I) 05 REBAR HORIZONTALLY PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL Ix2 P.T. FURRING STRIPS a 16' O.G. 8' CMU 1/2' GYP. WL. BD. (1) 04 CONTINUOUS REBAR WOOD BASE 04 REBAR 46' LONG W/6' HOOK B 24' O.G., MIN. 24" IN SLAB 2'-0" (MIN. e 9 a I 4' CONC., REINF. W/ 6'x6' WI.4XWI.40 U1W 1 ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE (3) 45 REBAR ON CHAIRS 2 -0 2x STUDS o 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE j 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 EXPANDED N FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO 2x STUDS m 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-vALUES T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE NOTE; PER FBCR 9052.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 EXTERIOR WALL BTUDS (WALL SHEATHING NOT SHOWN FOR CLARITY) FASTEN sTUDe ro BLOCK WALL W rH u6P M 8 TO STRAP ALL FASTENERS As SHOM MCTALL STRAP • EA END (UND) 4 SPACE sum "ACPO �L W, PLACE STRAPS SPACED AND FASTENED As SWOM WITH ONE E WADDITIND USKRYa AT MIN OV) MDd COMMON NAILS INTO STW (&46 DIA x I In• 3/4' T t G SUBFLOOR GLUED STUCCO SPECS FOR COMPLETE AND SCREWED AS PER sm MPH O- LONG) INFOR'1ATION) FASTENER SCHEDULE ON 5', 8 _1440 MPH C' 48' OC 2x4 CONT. m TOP AND BT. OF SHEET D2 TOP OF STUD ,WALL FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4>�t FILL ALL REMAINING STRAP HOLES W( Wd NAILS INTO PRE-ENG FLOOR TRUSS IS FOR WALL SHEATHING NAILER) PRE- ENG FLOOR TRUSS FASTEN EACH 2X4 RIBBON W/ WOOD BACKING FASTEN EACH 2X4 RIBBON W/ (5) (5) 12d NAILS s EACH TRUSS. 0 DO NOT PLACE SCREW IN SIMPSON HETA-16 EMBED. 12d NAILS m EACH TRUSS. BTM. 1' GYPSUM BOARD OR }' BTM. RIBBON TO BE P.T. TOP aF HOLE NEAREST TO TOP STRAP m 32" O.G. MAX VERIFY RIBBON TO BE P.T. HIGH STRENGTH CLG. nA€oNRr WaL� or � cry BLOCK WALL W/ TRUSS PLAN WEEP SCREED BOARD PRE-ENG FLOOR TRUSS o CONNECT BOTTOM of STRAP TO CMBLOCK WALL (SEE DETAIL 2/D3) (INSTALL PER MFG. SPECS.) -- V(v9)IS•DIA. x1-v4' ' GYPSUM BOARD OR }' EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK W/ LONG TAPCON MASONRY HIGH STRENGTH CLG. BOARD W/ TRUSS PLAN (1) S REBAR CONTINUOUS CONC. FILLED LINTEL BLK W/ CMIBLOCK WALL SCREWS %* THICK, 3 COAT PORTLAND (I) 05 REBAR CONTINUOUS �— CEMENT DIRECTLYYLASTER TO MASONRYIED RIBBON EXTERIOR STUD WALL CONNECTION FLOOR CONNECTION AT PARALLEL FASTENING DETAIL TO FIRST FLOOR MASONRY WALL 2 PERPENDICULAR PRE FLOOR TRUSS 2A SCALE: 3/4' 3 eC`yE'"TS SCALE: 3/4' - I' -O' ARCHITECTS 6 GroupO. . Design 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774.6078 FAX: 407.7744078 www.abdesigngroup.com AA S: 0003326 w U 0 a c R 8 rSIL v ag ix oVERADO OT 24 BLK 6 04 12 000-02461 MODEts 4EHB "2605-HAYDEN" ClAltAOm OTfING: RIGHT PAGE: MONOLITHIC 2—STORY WALL SECTIONS & NOTES %150 MPH EXP. B DADD M 11/09/17 ECAIM 1/4"=1'-0" aI�T D4 PRECAST HEADERMIN) 2 X 4 (MIN 2 X 3) 1.3A6 TAPCCN OR DRIVE PIN (MIN SHANK SIZE148 MIN HEAD 812E 300 DBL. TOP PLATE MIN EMBEDMENT 1 1/4') 2X4 16' O.C. MAX 8' FROM EACH END AND 18• OC. MAX MN 1-1/4' EMISEDMIENT 2 X 6 MN 2 X 3) 2-3/16 TA,T OCH -T OR DRIVE PIN MN SHANK, SIZEJO MN HEAD SIZE 300 6ECURE 2X4 UV 2-j(' MN EMBEDMENT 1 1/4') TAPCONB OR DRIVE PM 8' FROM EACH END 'MID E8• [MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 MIN OC. MAX MN I-V4' EMBEDMENT EMBEDMENT I Yx' WAN 8' 2 x e (MIN 2 x 3) 2.3/i6 tAPCON EA END NOT TO EXCEED OR DRIVE PIN (MN SHAW SIZE148 V 18' OC. MAX MN HEAD SIZE 300 24 SOLID BLOCKING EM MIN IDEDMeNT 1 1/4') SECURE TO BNEATHNNG W/ VCM S.FROM EACH END AND IS' MIN 2-12d PER BLK EA. END O.C. MAX MN 1.114' EMBEDMENT I/K' DEE SHEATHING WALL 2X4 80LIC BLOCKING SECURE TO SHEATHING WTH ARCHWAY DETAIL MIL 2-Ud PER BLK ri116" AND UNDER SCALE, EA ENC PRECAST HEADER(MN) 2 X 4 MIN 2 X 3) 1-3/W TAPGON OR DRIVE PIN (MIN SHAW SIZE.148 MIN HEAD SIZE 300 DBL TOP PLATE MIN CNbEDMEINT I V4•) 2X4 16' OC. MAX. e' FROM EACH ENE) APO AIS- SECURE 2X4 TO UOOD W/2-I2d • 6'-8- OC. MAX MIN 1.1/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2.3/I6 TAPCCN O.C. STAGGERED OR DRIVE PIN (MN SHANK SIZEA48 MIN HEAD SIZE 300 2X4 W/ 2-)1(' MINSECURE 8' FROM EEC END TAND 18' TAPCLNS OR DRIVE OC. MAX MN I-I/a' EMBEDMENT (MIN. SHANK SIZE 2 X S (MIN 2 X 3) 2-3/I6 TAPC40N 14D MN HEAD 812E OR DRIVE PM (MN SHANK SIZE.I4D 300 MIN. WIN EA„EEND IN HEAD SIZE MAX1- 8B KNOT TO ARCHWAY MIN 1 1/4*) 2X4 Ii60G EXCEED IVOC. 8' FROM EACH END AND 16' (WHEN OVER I6' IN HEIGHT.) MAX BT. PLATE OC. MAX MIN 1-114' EMBEDMENT 2X4 SOLID BLOCKING — 2X4 SOLID SECURE TO W/ BLOCKING SECURE TO BREATHING WITH 1/2' PLYWOOD OR 1/I6' ObH. R BILK) EA MIL 7.12d PER BILK EA END MIN. 2-12d PER BLK EA END ,- 1EXTERIOR ARCHWAY cJ SCALE, IR'.I'-®• IQ. 144; ObB.ORYj PLTWKFOD SHEATHING Q 90 BLDG. FELT ® 24• WIDE 26 GA. GALVANIZED METAL PLASHING MUST ADD DI810, 36' WIDE AND US AND MT BE A MIN 24'WIDE METAL. ® FIBERGLASS SHINGLES ra1CLOSED VALLEY FLASHING DETAIL � NTb. ss 1/2' CLG, BOARD 4 TEXT. 51MF'SRN 6P4 2X4 DBL. TOP PLATE • 32' OC. 12' DRYWALL 2X4 WOOD STUDS •16' OC- SIMPSON-/ SP4 32' OC. UNA. ON TRUSS PLAN 2X4 CONT. STRESS BLOCKING MID -WALL 2x4 PT. PLATE 91MPBO 18P 3Y OC. MAX4 12'XS' T' ET'IBEDMENT EC) CONC. SLAB 2 IS'. CONT. 1-STORY DINT. BEARING WALL SCALE: /r.r-0• NOTE: FOR WALLS WMO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. 2x4 STUDS • IS' OC. MAX, U.ON. 31' T 4 G SUBFLOOR GLUEC IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 • 32' OC. MAX P RE-ENG FLOOR TRUSS DOABLE TOP PLATE 2x4 CONTINOUS STRESS BLOCKING MID WALL 2.4 STUDS • 16' OC. MAX, UD)N. 1/2' GYP. ILL. BD. SECURE BT. PLATE TO SLAB W/ I'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN. SIMPSON SP4 • .12' OC. MAX 2-STORYL.B.W. SCALE: "2 "1. ARCHWAY DETAIL 16 AND UP PRE-ENG TRUSSES OR CONY. FRAMED RAFTER$ J' ObB. SHEATHING OR I' CDX PLYWOOD SECURIED PER FASTENER SCHEDULE 2x4 BLOCKING UNDER WALL STUDS $CURE BETWEEN TRUSS BAYS W/ (3) 12d'. EACH END 2x DOUBLE TOP PLATE STUDS • 16. OC. MTS-12 • EVER STUD 2X4 BT. PLATE DORMER 9 ATTACHMENT SCALE: 12'.I'-0• DBL. TOP PLATE SECURE 2 X RIP TO FIT W/1-12dS V-8' O.C. MAX. 1/8' TEXTURED FINISH 1/I6' 085 SHEATHNG 2 X 4 I6' OC. MAX (WHEN OVER 16, N "15014 .) 2 X 4 (WHEN OVER 16' IN HEEGHT.) 1/4' TEMPERED MASON" GLUE 4 NAIL W/8d'$ 8'-12, O.C. IF NEEDED. 2 X SOLID SLK'G • ARCH SECURE W/I-I2d EACH END ATTACHMENT PER MANUFACTURERS SPEC'S. MTL O.OW FRAME MOTE, NO GAP • WOW FRAME TO EXCEED 1/4' ARCHWAY DETAIL %1 CUTAWAY BGALE,12.4'-0' 2 X 4 (MN 2 X 3) I-3/16 TAFCON OR DRIVE PIN MN SHANK SIZE148 MN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') S' PRCM EACH END AND 10' EXISTING BILK ABY. O.C. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X b MIN 2 X 3) 2.3/16 TAPCON 1/8' TEXTURED FINISH OR DRIVE PN MIN SHANK SIZEA46 MIN HEAD SIZE 300 TA6. OSB SHEATHING MIN EMBEDMENT 1 1/4') D' RPCMi EACH END AND B' 2 x 4 Ib' OC. MAX O.C. MAX MIN 1-1/4' EMBEDMENT (WHEN OVER 16• IN HEIGHT.) 2 X 4 (WHEN OVER I6- 2 X S (MN 2 X 3) 2-3/1111 TAPCCN W' IN HEIGHT.) OR DRIVE PIN MIN SHAW, SIZEI4S 2 X SOLID BLK'G • ARCH MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') SECURE W/2-12d EACH END 6' FROM EACH END AND 18' ATTACHMENT PER OC. MAX MIN 1.114' EMBEDMENT MANUFACTURER'S SPECS. MTL UAW FRAME 1/4' TEMPEIWD MASONITE MOTE, NO GAP • LLOW PRAMS GLUE 4 NAIL W/8d'S W-12. OC, TO EXCEED I/4' IF NEEDED. ARCHWAY DETAIL B CUTAWAY SCALE, 12'.I'•0' ROOF TRUSS UPLIFT CONNECTOR NOT SHOWN FOR CLARITY (SEE SHOP DIWSJ EXTERIOR WALL SHEATHING )SEE NOTES) FASTEN EACH STUD TO DBL. TOP PLATE W/ USP SF'T24 NAIL PER MANUF. SPECS. SECTION AT TOP OF EXTERIOR WALL 6 SCALE: NTS ASPHALT SHINGLES OVER W FELT ON 1/Ib' OSB. PRE-ENG GABLE TRUSS CK (SEE EAL EW. PACK FOR SIZE 4 CONNECTION) 2X4 5" BLOCKING BETWEEN TRUSSES W4ERE 'X' BRACING IS PRESENT CONT, 1,4 SF'P RAT RUN ' SECURED W/ (2) 12d's EACH TRUSS (2) 2x4 02 S.YP. DIAGONAL BRACE W/ (3) 12d'm • EACH TRUSS (DIAGONAL X-BRACING TO COVER S-TRUSSES I' GYPSUM BOARD OR I' HIGH STRENGTH CLG. NOTE: BOARD DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE, DIAGONAL BRACE TO BE • ANY SPAN V-0. OR GRATER REFER TO TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS FEEINFORCEMENT. 0'-0' TO 30'-0' (I) X-BRACE 30'-1' TO 60'-0' (3) X-BRACE (V X-BRACE • CENTER AND (V BRACE DIVIDED EOUALY FROM CENTER TO END @GABLE X-BRACING lv SCALE: 1/1'•I'-O' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIR (4) 10d GUTN NAILS Ixb COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) Vd GUN NAILS IX8 NAILER SECURE TO TRUSSES BELOW W (2) 12d NAILS OR (3) 10d GIN NAILS • EA. TRUSS RAFTER TO TOWN MTS-12 CREATE VOID FOR STRAP ROOF DECKING OVER PRE-ENG TRUSSES P PEE-ENG. TRUSS MSTA-24 RAFTER TO 15LKY9 BETWEEN TRUSSES' �1 CONV. FRAMED ROOF SCALE: 12'•it 0'-V TO 30'-0' (11 'X' BRACE 30'-1. TO 60'-0' (3)'X' BRACE (I 'X' BRACE • CENTER) (2 'XBRACE DIVIDED EOUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER 030 FELT ON 1/I6' 0.8B. (212X4 n SYP DIAGONAL BRACE W/ 3-12d • EA TRUSS ( DIAGONAL BRACE TO COVER 8-TRU66E8 2X4 BLOCKING WHERE 'X' BRACING IS PRESENT (2110d NAILS EA END TO TR188 SPF STIPPBACK (SEE SEALD EHIG=. PACK FOR SIZE 4 CONNECTION) corT'IorM 1/16' OSB SHEATHING TRUSS 24' ac. USE Sd NAILS AT 41 — EDGE 4 6' — FIELD IRE' CLG. BOARD 2x4 W/ 3/8' X B 'kAG �32. O.C. MA NAIL CONT. RAT RUN TO OR SIMP80N MST 14 32' O.G. MAX. TRUSS W/ (2) 12d • EA. TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. b OATHIIC NN F NAILING LING TO BE DBL 70P }°LIDOS 4' O.C.-ALL EEDGES W/8d NAILS 2X4 STUD 16' OC, MAX 2-STORY GABLE END CROSS BRACING n SCALE: 12'.I'-®• • 1118 UPLIFT SIMIPSOM HTSMQO WAO 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL • 2380 UPLIFT (2) SIMPSOM 14TOM O INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' X 2 1/4' TAPCONS TO CONT �ZTRUSS ANCHOR RETROFIT N.TS. 12" Z FINISH 6 LANDING 3/4' PLYWOOD F.F. z — DBL 2X6-CL 3/ ` MIN. FIN151-)MIN. FIN15H 3/4' PLYWOOD WITH LANDING DETAIL 4 12-D COMMONS WINDER DETAIL NAILED THRU 3/4' FINISH 0 LANDING PLYWOOD INTO 3/4' PLYWOOD F.F. EACH STRINGER LESS THAN 4' TYP. 3-2x12 SYP STRINGER DBL 2XI2 2X12 TREAD ETWEEN SPINDLES REINFORCED W/-2X4 SPFOR CUT TO FIT JOIST W/GONT. BEAD OF IX8 RISER SUB -FLOOR ADHESIVE 10, FL-400 OR SIMILAR m Z HAND RAIL EA HORIZONTAL RUN fN L SECURE TREADS TO STRINGER V 0 W/(3)0$ 3' SCREWS H3 EA Y Y Um STRINGER, UNTHREADED SHANK 1/2' DRYWALL TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING IXIO TRIM NOTE: I' NOSING TYP. STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) (3) 10d CUT NAILS MIN. TREAD 10% MAX. RISER l-3/4' 3/16' MAX. VARIATION IN R15ERS/TREADS SLEEPER INTO m 4 ADJACENT TO EACH OTHER SLAB 315' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' H-1/4' OR PROVIDE EQUIVALENT GRABPABILITY ,g STAIR SECTION DETAILS WINDERS- MIN. 6' WIDE 0 NARROW END MIN. II' WIDTH 0 12' FROM NARROW END SCALE: 3/4'=1'-0' 34' MIN. HANDRAIL HGT. O p Y I T 6 P T• 6 Lova n Grou E. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA $: 0003325 9 h W O a V C F (` 4 ti G 8 aumm ae TAT: SILVERADO LOT 24 BLK 6 PROJWT# 04128.000-02461 MODmIU 4EHB "2605—HAYDEN" GARAGE BlfMG: RIGHT PALM- MISC. DETAILS 150 MPH EXP. B PRODUCT APPROVAL LISTING -SHINGLES -STANDARD PRODUCT APPROVAL LISTING - EXPIRATION DATE FL 30446-R4 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10447-R3 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10456-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 17236-R2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244-R1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17243 FL 17241 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244 FL 6223-112 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CDNNECTORS 2014 FBCR 12/31/2020 FL 7473-R6 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR 12/31/2018 FL 12019-R5 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR 3/2/2020 FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR 7/31/2019 FL 14039-R2 PLYGEM SINGLE HUNG 2014 FBCR 7/31/2019 FL 14634-R2 PLYGEM SLIDING GLASS DOOR 2014 FBCR 7/31/2019 FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR 7/31/2019 FL 14253-R3 PLYGEM FIXED GLASS 2014 FBCR 7/31/2019 FL 15217-R4 MI WINDOWS & DOORS SINGLE HUNG 2014 FBCR 12/31/2017 FL 13349-R4 MI WINDOWS & DOORS SLIDING GLASS DOOR 2014 FBCR 12/31/2017 FL 15333-R2 MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR 12/31/2017 FL 15076-113 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR 12/31/2017 FL 5678-R3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5684-117 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-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR 12/31/2018 FL 10758-R6 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR 04/13/2018 FL 10477-R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01./2018 FL 13192-R4 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2019 FL 13223-R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13265-R2 FL 4103-R8 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR 12/31/2018 FL 7006-R9 IKO SHINGLES 30 YEAR 2014 FBCR 9/6/2021 FL158-RB CASTCRETE STRUCTURAL LINTELS 2014 FBCR 9/11/2018 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @ W WW.FLORIDABUILDING.ORG CONTROL DATE: 09/26/2017 A R C H IT 10 T 8 Design Grou In�. Ai N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774,8078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 J F m q m 0 0 a o i rlumrv. SILVERADO LOT 24 BLK 6 PROJ>Q ' 04128.000-02461 MODZU 4EHB "2605- HAYDEN" OARAGM 8WWG: RIGHT PAOR: PRODUCT APPROVAL LISTING 150 MPH EXP. B D TM 11/09/17 8CAU 1/4"=1'-0" azamr D A R C N IT E C T 3 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH • V O.C. MAX (VERTJ. NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DU RING INSTALLATION FASTENERS TO BE SPACED e 1' O.C. MAX VERTICALLY H 614ALL NO7 CONTINUOUS OUGH CONTROL T. TOD'I APnµ 1 I,-D' NOTE APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 4'x4' SELF -ADHERING MEMBRANE 6' a VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE ENDS) 4 6' Is HORIZONTAL LAPS. WRAP MATERIAL) OVER ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' APPROVED HOUSE WRAP. WITH FORT15ER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE - / \ I. OR LESS PIPE III THICK, 3 COAT CEMENT PENETRATION PLASTER / \ WIM LAYER -2, FORTIF15ER BUILDING PAPER / "IN. LAP . METAL LATH \ APPROVED METAL. LATH (y�X X X I FATO.G. STENEO e• SUPPORT8 (VERT.) OMAX I• ` WfID LAYER VI, �— CUT AND OVERLAP ONE SIDE OF / STUCCO WRAPMEETAL LATH SELF -ADHERING MEMBRANE l IF-A&41NG STEP h WOOD SHEATHING t'�_WRB LAYER M, ]' THICK, 3 COAT CEMENT STUCCO WRAP I PLASTER a VIM PAPaR LAP DELOw arvL. METAL LATH UM LAYER -2, FORTIF15ER UIRB LATER 4, FOR71FR3ER BUILDING PAPER BUILDING PAPER LAYER al, 51=0 WRAP INSTALL FASTENERS (CLIPS, J WOOD SHEATHING STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WINE TO FRAMING ;V AST;C1063 c /\ \ I !L_ PROVIID FLAT BLOCK( S. 8' '0' ` FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON IOTE FASTENERS FOR LATH TO BE NAILS ORSTRUCTURAL STUD )TAP -ER -LAP SCALE, I TAPLES IN COMPLIANCE W/ ASTM CI063 . WRE TIES TO BE MO. IS) 0,V415' WIRE I. BLOCKING SHOWN MAY BE IN ADDITI \ O WALL "STUDS REQUIRED PER PLAN I Z7 M7 O"M" TYPE CONTROL JOINT ,�,W,�.5 KICKOUT ® FaD ® DETAIL Pq.D OI . FOLD MUM2o . P. A 2. CRIASE. P.D 3. 011 . P. C --------------- 1 (y f,J2fn7 !f �u r � � r -. I watsLE III --/ . DRIP EDGE. OvERLdP L_ 81 t A'. BELOW SHEATHING. MECHANICdLLT FASTEN 4. OG. MAX ® L POLO INYNV) . 11 A �. GREASE . P. a 3. CREAK . PT. C 4 FOLD P. C OVBa P. D T0.L P. C TOUClIES aOTTon RAFIGE BOTTO1 RANfA WATER TIGHT REAL POLO. Q2 j' THICK 3 COAT CEMENT PLASTER (RlAME ,, IO. 2 COAT CEMENT PLASTER (CMH, WRB LATER 4, FOW F15ER BULDING PAPER (VIVA-! ONLY) YARD LAYER 9, STUCCO LLRAP(gaA1E GFILY) LAP LdYM OF NUILDMG ~ oeEAe NALMG FLANGE. STOP bNN6LE6 1= Awmg I)Y AOOYL (FRAME ONLY, R.A'a OR CAI ExtEl•oR i= • sere WALL RdS11IIi! • <o r v KIOC•OUi FLASHING (SEE DETAIL) FASCIA WRAP rE2sL INSTALL rwlK R� PLAaHNG AT nD♦Ta'H OF fa00F 1 WALL MTERBECTONS "TOR TIGHT SEAL rem - SOLDER DO HOT art) VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY 614ALL BE TIED BETWEEN SUPPORTS WITH 00415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN S' (228-PP7). AS PER ASTM CI063 19J. FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MAMF. SPEC. OR PEEL a STICK WOOD SHEATI BUILD( PAPEF STUCG HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU WRE, LAYER •I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRES a TAPE OVER ROOF/IUALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING z (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF ROOF PER ELEVATIONS 5 " L" FLASHING N.T.S. 4• 6'x6' SELF -ADHERING MEMBRANE FLASHING (COI ll" BLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. as nway. TO EXTEND ONTO PIPE QT�� CUT AND OVERLAP ONE SIDE OF SELr-Iw STEP 02 FLASHMEMBRANE WRID LAYER -1, STUCCO WRAP LLRB LATER 9, FORTIFISER BUILDING PAPER METAL LATH WXW SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLd^Anur-TO EXTEND ONTO PIPE CCNT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SECTION PER FBC R703.0.1 F.slpla Maine VIM Uaaw-2 Ext.Nor u of ponlano eemerlt plaster shall comply weh the spokatlon reWlmmems of ASTM CW28.f2A. Installation of exterior laWrq and ImmN shell comply Mth ASTM C 1063-12A, PIPE FENETFRATION DETAIL DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER *12 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO L7 WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER FBC R-103-6.1 / ASTM C-841-09, MIN- 2.5 LBS, PER 5a. YARD (UTILITI' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngmup.com L AA N: 0003325 A W h 04 V O 4 A R 4 I UBDM & LOT SILVERADO LOT 24 BLK 6 PROJWT* 04128.000-02461 MODffiLc 4EHB "2605-HAYDEN" GA AGM 8WDM., RIGHT PAGN: WALL ASSEMBLY DETAILS 150 MPH EXP. B P IM D11/09/17 SCALL. 1/4"=V-0" eli2T WA1 od INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, 1. BOTTOM, 2. SIDES, 3. TOP X, VENT GAP 15 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 15 TO BE TOOLED 50 AS TO DEFLECT WATER AWAY FROM JOINTS. X E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS ' APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, V CAULKING • JOINT ALL AROUND I I PER FBC R703.6.1 Exterior lathing and plastering BACKER ROD Exterior use of portland cement plaster shall comply with the application jrequirements of ASTM C 926-12A. x Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER P, 'I STUCCO WRAP ,X HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER'4, FORTIFIBER BUILDING PAPER WOOD SHEATHING 6 A DRYER VENT (FRAME) WOOD SHEATHING LAYER M, STUCCO WRAP Y. WRB LAYER 4, FORTIF15ER BUILDING PAPER WOOD CONSTUCTION t `,; . —METAL LATH 9' CMU ,iv VINYL CASING BEAD 1^ 6' RAISED BAND d X' TO )S' MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT 7C HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER "I, 5TUGG0 WRAP) WRB LAYER #2 (FORTIP15ER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO 5ELF-ADHE5IVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER FBC R103.6.1 / ASTM C-847-09, MIN, 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH W SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT m TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUR SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' �AVE/NT PENETRATION SCALE: N.T.5. 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 �ELEG, METER FIELD VERIFY LOCATION I I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CONSTRUCTION WOOD SHEATHING WR15 LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER THICK, 3 COAT CEMENT PLASTER Ya' TO la' MID -WALL WEEP SCREED 1 �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL ONTAL HORIZWEEP SCREED (FRAME TO FRAME) CAVITY TO BE FILLED WITH RIGID POLYMERIC I50CYANOTE-POLY5LEND FOAM ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :�O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND D15CONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVEDR HOUSEWAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAX EDGE APPLY E-Z OVER 60 MI GRADE FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD SHG EATHIN WRB LAYER •I, STUCCO WRAP WRB LAYER •2, FORTIFIBER BUILDING PAPER METAL LATH 1/9, TEXTURED FINISH WOOD -FASTEN TO WOOD STRUCTURAL MEMBER • Y O.C. MAX K' TO1' MID -WALL WEEP 5CR9ED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH a MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHINGD APPLY SELF-AHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER '9 STEP *'I APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 8' STEP #2 WIRE, LAYER fl, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, F-ORTIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL N) SECTIO METAL LATH STEP #5 STEP #� OELECTRICAL RECEPTACLE A R C N I T E C T i Design Grou trra. T LONGWOD�D Fl.327Ei0-�� PH: 404.6078 FAX 401.4078 www.abdesigngroup.com AA N:3326 w rq w a w A Y 4 c, v I� evsDiv ae LOT: SILVERADO LOT 24 BLK 6 IROJECT# 04128.000-02461 MODEL: 4EHB "2605—HAYDEN GARAGE OWING. RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DP 11/09/17 scALE: 1/4"=1'-0" giveT dd T A2 WOOD SHEATHING WRB LAYER 01 STUCCO WRAP WOOD WRB LAYER 4, FORTIFIBER CONSTRUCTION BUILDING PAPER %' HAT CHANNEL )}' THICK, 3 COAT CEMENT WIN.' TYPE 'X' DRYWALL PLASTER 6' SAF. • TOP OF WEEP SCREED - TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING 4' POSITIVE DRAIN i WEEP $CREED WRB LAYER h, STUCCO WRAP - �' THICK, 3 COAT CEMENT PLASTER 6' SELF-ADHEREING BEAD ' A,M&6-U,FWC-1W CUSTQM CASING FLASHING WRAPPED i • TOP OF WEEP SCREED %i ,' I TO SHEATHING BELOW WRB LAYER •1, ' 'X STUCCO WRAP r = � '2, r WRB LAYER FORTIFIB _ _ _ BUILDING PAPER 777 r W� LAYER "1 FLASHING WRAPPED STUCCO WRA • COMER OF CANTILEVER POSITIVE DRAIN 6 AMICO AM6-WFWC-'180 I LL WEEP SCREED CUSTOM CASING BEAD NO GAP INFIELD � (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10 A DTL. ® CANT. NOTE: METAL LATH: LATH TO BE PER FBC R-103,6,1 / A5TM C-841-09, MIN. 2.5 LBS, PER 5a, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5FECIFICATION5) 3/4 RESILIENT AT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH }' THICK, 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J* THICK, 3 COAT CEMENT PLASTER � W�SK iGC1��474_� WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER '2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON -WEATHER RESISTIVE BARRIER •1 -WEATHER RESISTIVE BARRIER R J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @b-HIP EDGE INSTALLATION EXT. WOOD FRAMEC WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE BARRIER •2 J'THICK, 3 COAT CEMENI PLASTER METAL LATH WOOD SHEATHING;- ES EXTERIOR GRADE DRY WALL I' THICK 3 COAT G / NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 10 CANTILEVER DRIP EDGE DRAINAGE PLANE (WRB LAYER 01, 5TUGC0 WRAP) WRB LATER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x 5TUCC0 WOOD SHEATHING LZZZZZZ -ADHE51VE FL,45HING - - COLUMN SHEATHING WEATHER RESISTIVE BARRIER "1 3' X 3' 26 GA. GALV. WEATHER RESISTIVE FINISH LAYER !2 LAYER METAL DRIP EDGE BARRIER 12 PEEL 4 STICK) SET IN FULL BED OF -_ / L 4 S• -!� SEALANT, 14' MIN. {�, 6' SAP. \ STICK DRIP SPACE FROM DRIP ' �y PEEL i STICK EDGE TO FACE TO TREX I Ya'x3' 'L' FLASHING DECK r FULLY EMBEDDED IN ROOF CEMENT I K' X 3' 26 GA. GALV. Y4' GAP FOR BACKER METAL DRIP EDGE 115'XI $'� P.T. OR SIMULATED ROD 4 SEALANT ' Y; GAP FOR BACKER SET IN FULL BED OF SEALANT, h' MIN. WOOD (TREX) FILLER, VINYL CASING BEAD ROD 4 SEALANT SPACE FROM DRIP CONTINUOUS WATER PROOFING lot I it WEATHER RESISTIVE VINYL CASING BEAD I FACE TO TREX % WEATHER RESISTIVE BARRIER M LAYER (2 LAYER PEEL 1 BARRIER -1 �'' 1 .� WEATHER RESISTIVE STICK) WRAPPED FROM % .•. .- WEATHER RESISTIVE WATER PROOFING lot�J i BARRIER n BALCONY DECK TO BARRIER -2 LAYER (2 LAYER PEEL --' - EXTERIOR COLUMN CANTILEVER 1 :.rer"'^'•"'asI "'" 4 STICK) �\ r" '"�'•a "',4i'° COLUMN SHEATHING W PEEL 4 STICK • DRIP EDGE TO DECK DECK MEMBRANE, EXTEND OVER DRIP \PEEL !STICK SUB FLOOR EDGE \ .� I J(z x3' 'L' FLASHING ®® 3' X 3' 26 GA. GALV. SUB FLOOR % 'FULLY EMBEDDED IN `., METAL DRIP EDGE ®� RO\OF CEMENT 1 SET IN FULL BED OF ! GALV. I )2'XI Ni'4'-P.T. OR SIMULATED 15EALANT, X�' MIN. METAL DRIP EDGE WOOD (TREX) FILLER / SPACE FROM DRIP • FACE TO TREX 11$'XI )4' P.T. OR SIMULATED SET IN FULL BED OF CONTINUOUS WOOD (TREX) FILLER SEALANT, V MIN. VGA- FOR BACKER VINYL CASING BEAD CONTINUOUS SPACE FROM DRIP ROD t SEALANT WATER PROOFING lot Y4' GAP FOR SEALANT FAGS TO TREX VINYL CASING BEAD CASING FIN15H LAYER (2 LAYER LAYER (2 LAYER PEEL t OPT. BACKER ROD. j PEEL 4 STICK) STICK) WRAPPED FROM MODIFIED 9(d WATER PROOFING lot 3/4 RESILIENT I BALCONY DECK TO LAYER (2 LAYER PEEL 4 HAT CHANNEL r - CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM J' THICK, 3 COAT CEMENT HAT CHANNEL ! BALCONY DECK TO PLASTER VINYL. CASING BEAD I CANTILEVER METAL LATH THICK, 3 COAT CEMENT 5/5, TYPE 'X' DRYWALL WOOD SHEATHING PLASTER W/TEXTURED 4 PAINTED WEATHER RE51STIVE 5/8' TYPE 'X' DRYWALL METAL LATH FINISH BARRIER M WEATHER RESISTIVE W/TEXTURED 4 PAINTED l WOOD SHEATHING THICK, 3 GOAT CEMENT BARRIER 2 FINISH 4' POSITIVE DRAIN PLASTER 4' POSITIVE DRAIN THICK, 3 COAT CEMENT r�EFP ArR%F1'] VINYL CORNER BEAD WEEP SCREED PLASTER VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF VINYL CAGING BEAD SEPARATE ACCESSORIES ONLY SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 0 BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING) 2x FRAMING MEMBER J' THICK, 3 GOAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHINGS a 1' O.G. MAX. WRB LAYER "I, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER F14A CORNER BEAD C FRAME 1� 2 i� CORNER BEAD (FASTENER 4 SPACING a '1' O.G.) CMU %" THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD (6) BLOCK WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER $2, FORTIP15ER BUILDING PAPER,, METAL LATH J' THICK, 3 COAT CEMENT PLASTER C6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WOOD SHEATHING WRB LAYER "I, STUCCO WRAP i WRB LAYER 02, FORTIFIBER ' BUILDING PAPER ' METAL LATH � 1 (EXPLODED J' THICK, 3 COAT CEMENT 'VIEW FOR PLASTER CLARITY) WRB LAYER 02, FORTIF15ER BUILDING PAPER-\ METAL LATH] J' THICK, 3 COAT GEP PLASTER n 6 "SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) A R C N I T E C T t .-.- LONG WOOD, FL 32780 -- PH: 407-774E078 FAX: 407-7744078 www.abdesigngroup.com AA #: 000332, V Z r7 U rq A BUDDIV. & TiOlil SILVERADO LOT 24 BLK 6 Pnoa=T# 04128.000-02461 MODELS 4EHB "2605-HAYDEN" GARAGE EIwIIiG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B Of P � D11/09/17 ETCAIM 1/4"=1'-0" eIiEET A3 WOOD SHEATHING WRB LAYER fl, STUCCO WRAP UJRB LAYER 12, FORTIF15ER BUILDING PAPER —\ METAL LATH J' THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING VINYL ANGLED ! CASING BEAD —� DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRE3 LAYER 01, STUCCO WRAP kWRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH ` �fExPLODED �THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 1 i=9 s \ CASING BEAD / l 1 '1 y i; &'SELF- ADHERING `\ \1 �a DRIP CAP WINDOW FLANGE CASING BEAD � WINDOW 15 C (FRAME, W/BAND) WOOD SHEATH("'- METAL LATH WRB LAYER "I, STUCCO WRAP WRB LAYER 02, BUILDINGS PAPE 9' THICK, 3 COL PLASTER VINYL ANGLED CASING BEAD VINYL CASING I WRB LAYER fl, STUCCO WRAP VINYL ANGLED WRB LAYER'2, FORTIFIBER BUILDING PAPER \ 1 METAL LATH 1 THICK, 3 GOAT CEMENT PLASTER FLASHING J',' GAP TYP CA51NG BEAD TO TRIM IX TRIM MEMBER 0 STUCCO TO SIDING TRANSITION 51DING STUCCO WRAP J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER fl, STUCCO WRAP \— CASING BEAD &' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER 4 X T Yi LAP 61DING-� b'REVEAL b' SELF -ADHERING —� FLASHING STARTER STRIP GALYD METAL Z' FLASHING IILYt30DTRIM MMEMBER� - ----- ------------------ - - - - - ---------------- �" THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME ,( .../_..._.-.....�...........�......_.r... WRB LAYER "2, FORTIF15ER BUILDING PAPER / E-Z�AD VINYL CASING-Z�AD VINYL CASING (WI3/B FLEXIBLE PVC BACKER ROD) WRB LAYER •I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING —� MEMBER DETAIL BELOW EXPLODED ' FOR CLARITY 2 \ -- ---------- ---------------- ---- ---- ___ _ ___ ____ _____________________________ ,,-__-_______________ / I ' WEATHER RESISTIVE J' THICK, 3 COAT CEMENT Yy GAf TYP \ \ " BARRIER -1 GASING BEAD PLASTER \ WEATHER RESISTIVE BARRIER4 SEALANT TO WINDOW METAL LATH I \ Bj DHING ER FL FLASHING SWIW. i GALV'D METAL FLASHNG I WRB LAYER e2, FORTIF15ER DO NOi CAULK OR BUILDING PAPER I ` sEAL OPENING ; WINDOW FRAME WOOD SHEATHING SIMULATED W�OD TRIM MEMBER \ ` SEAL GAP-CAULKNG , OR APPROVED SEALANT gie CASING _ - -- --- -- - SIDING TO STUCCO ® BLOCK TO FRAME ��� TRANSITION 1J NOTE: METAL LATH: LATH TO BE PER FBC R"103b.l / ASTM C-841-09, MIN, 2.5 LBS- WOOD SHEATHING PER 502 YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER #I BEYOND. - STUCCO WRAP WOOD SHEATH WEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE BARRIER -1 WRB LAYER #2, FORTIFIBER 1TV L PSIDII XXRE BUILDIN63 PAPER &•SELF -ADHERING FLASHNG METAL LATH STARTER STRIP— $" THICK, 3 COAT CEMENT �`�` PLASTER 7'FLA MET, Z' LV'O NG U.VOD TRIM I CASING BEAD C50 RAISED 17 A BAND ( FRAME) SCALE: I I/2"=I'-0" 6' SELF-ADHERNG FLASHING WEATHER BARRIER WEATHER BARRIER �- 6' SELF-ADHERNG FLASHING WEATHER RESISTIVE \ BARRIER 'I TO LAP 6' MIN. ABOVE TOP ` OF .1. FLASHNG BARRIER �SISTIVE �L WEATHER RESISTIVE ! BARRIER R `GALV'D METAL 'Z' FLASHNG 11OD TRIM MLEMBER 6' SELF -ADHERING FLASHING SEAL GAP W)CAULKING OR APPROVED SEALANT WEATHER RESISTIVE BARRIER -1 autV LEXIBLE PVC BACKER ROD) SIDING TO STUCCO \-WEATHER RESISTIVE ® FRAME TO FRAME BARRIERR TRANSITION 1J1J WRB LAYER 01, STUCCO WRAP &' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE \ BEAD VINYL, CASING (W L 2X FRAMING CW/3/s' FLEXIBLE PVC BACKER ROD) I MEMBER fiLl .APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP ---------------------------------------------------------------------------------------- �E2 BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER - - - • - BUILDING PAPER) METAL LATH x-x-x-x STUCCO I _7 __ -7 SELF-ADHESIVE FLASHING - - - A R C N I T E C T R 6 Design Grou 1�. 41 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrou p.cwn AA #: 0003325 0 a a 4 V [PROAMT# UDDIV. ea LOTSILVERADO LOT 24 BLK 6 04128.000-02461 McoDmu 4EHB "2605—HAYDEN" GARAGE OWDM: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B op ARCH rECT- STATE OF FLONDA : � `J � �.� 1 I i AR NO 93723 CRA D � 11/09/17 MCAIM 1/4"=1'-0" ei3��T WA4 A N c N I T E E T• I CUT HOUSEWR AT 45' ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW - OPENING I APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I INSTALL 6' SELF-ADHE FLASHING C NAILING FL, JAMBS EXTEND FL I' BELOW SI FLEXIBLE IDO NOT SE FIN TEMPORARILY FOLD -UP 4 SEC HOUSEWRAP CO TUCK FLAP UND at HEAD FOLD HOUSEWI IN AT JAMBS 4 SLOPE SILL R NSTALL 6' SELF-ADHE FLASHING C VINYL HEAI FLASHING ( DAMS) NAIL FLANGE EXTEND SELF-ADHE FLASHING I BEYOND J, FLASHING INSTALL VII CAP ALIGN FLASHING W/ INT. EDGE OF SILL RO. MECHANICALLY FASTEN FANNED EDGE$.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI- FLASHING AT THE FOLD DOWN DIAGC ACRO WINDO 1PPLY b(,' NOM. :ONTIN000S BE, 7F SEALANT AT AMOS AND HE/ 1-PLY TO BAG IINDOU NAILING LANGE IN LINE 'RE -PUNCHED IDLES OR SLOT JIDE ADHESIVE - EXIBLE FLASHING VER DRIP CAP 'ECTO-WRAP EOUIV) WINDOW FLASHING INSTALLATION DETAILS O1� ( FULL WRAP) 6c,4LE: NTS STEP J INSTALL PLUMB,L AND SO. MANUFAC WRITTEN INSTRUCT -APPLY MEMBRANE FLASHING OVER JOINT NOTE: I. IT IS THE CONTACTORS RESPONS15ILTY TO VERIFY I THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS t SELF-ADHERRJG FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNW- SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 119E 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 -INTERIOR S-EA PERIMETER OF WINDOW WITH (SEALANT J Design GroupO.2. 1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 F fi y U W 0 y O 4 V J u ounvIv se LOT SILVERADO LOT 24 BLK 6 PftomwT# 04128.000-02461 MODEL: 4EHB "2605-HAYDEN" GARAGRI BWDM- RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING %150 MPH EXP. B DitniT A 11/09/17 EICAIM 1/4"=1'-O" 8IFER ET WA5 i i i i w i � r — \ \ —2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK —DRIP EDGE ,I\\ I\ —v8' TEXTURED i \ FINISH a WOOD I \\ 1/2' TEXTURED II \ FINISH a CMU / \ METAL FASCIA \\ WRAP Ya'FROM \ ;, ,, STUCCOO,, I" FROM \ WOOD WALL \\ \�\ EXTERIOR WALL \ (FRAME OR CMU) \\ �\ NOTE: NOTCH FOR 2X6 \ 5U5 BAND ONLY ®ELEVATION . •s 1/8' TEXTURED I FINISH • UJOOD, 1/2' TEXTURED FINISH • CMU METAL LATH METAL FASCIA WRAP WOOD SHEATHING I OR CMU WRB LAYER 1, STUCCO WRAP(FRAME ONLY) WRB LAYER 02, FORTIF15ER BUILDING PAPER - - -- - (FRAME ONLY) 2X6 SUB BAND ctl ROOFING CEMENT DRIP EDGE ©FLAN B METAL KICK OUT �—ROOF KICK OUT REMOVED \\ FOR CLARITY -ROOF DECK (BEYOND) �TDRIP EDGE, I' OFF WALL '(NOT INTO STUCCO) 17/8' TEXTURED FINISH a / WOOD, 1/2' TEXTURED i / FIN15H a CMU \_'-2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRU55 TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-V SCABBED TO TRUSS W/12d NAILS 6'-V O.C. MAX. 2x SUB -BAND WIV2"x4' NOTCH a END TAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (9) WALL �a x x x 3 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/tY'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a 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/IY"x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY A R C R I T E C T• 6 Design Grou .2. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA @: 0003326 w w 0 4 c 4 u I BUBDM de LOT-1 SILVERADO LOT 24 BLK 6 04128.000-02461 MODML 4EHB "2605—HAYDEN" GARAGM aMIG: RIGHT PAGr. WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B AJK>WrECT-. STATE OF FLOM wA� Fuum _"N DATM 11/09/17 SCAM 1/4"=1'-0" dV A6