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HomeMy WebLinkAbout6720 Wagon Trail Sta e u a r e r•• 7 r yam, I! 3 '�J�' ^� — L ll �"1 �L� 1L��,�, I0*,d "r CC;JV 0 "- 4; A 3lJiI.I7itJCT CODES NIAT lv► iAL �LSCTRIC CODE, AND THE CITY OF ZEPHYMILLS WDINMCES REVIEW DATE /I Y-f-, -_0 CITY OF ZEPHYF� KAN MINE� I• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 1 PLAN REVIEW Ll 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 CALC.'S SQ.FT. CALC. S 15T FLR LIVING 1104 5Q. FT. M FLR LIVMG 1501 50. FT. TOTAL LIvMG 2605 Sa FT. GARAGE 43-1 50. FT. PORCH III 5Q. FT. TOTAL 3153 5Q. FT. PATIO 80 5 Q. FT. ABBREVIATIONS ABV. ABOVE LAY. IAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT, ALTERNATE MPH. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MID. MOUNTED CL CENTER LINE MT1. METAL CAB. CABINET N.T.S. NOT TO SCALE CLG. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC TllE PIT. PRATE D. DRYER PLYWD. PLYWOOD DEL DOUBLE PR. PAIR D.G: DUAL GLAZED P.T. PRESSURE TREATED DIA. DIAMETER R. RISER DIM. DIMENSION BAD. RADIUS DISP. DISPOSAL RA.G. RETURN AIR GRILL DP. DEEP REF, REMGERATOR DR DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTI. DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA EACH SHHT. SHEET EIEV.A. ELEVATION SHTTHG. SHEATHING EQ. EQUAL SHIRR. SHOWER EDT. EXHAUST M. SBHIAR IXT. EXTERIOR SL SLIDING F.G./I% . I= GLASS SL GL SLIDING GLASS F.G. FUEL GAS SID. STANDARD FIN. FINISH SWS SHEAR WALL FLR. FLOOR SECTION FLUOR FLUORESCENT SC SOLID CORR FR. DR FRENCH DOOR TEMP. TEMPERED GLASS M. FOOTING THE. THICK GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP Of PRATE GAR DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP. TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL GYPSUM SE � PROOF GYP. BD. BOARD V.P. VLASS H.B. HOSE BI W. WASHER H.C. HOLLOW CORE ■/ WITHHDR. HEADER WD. WOOD HGT. OR HT HEIGHT WDW. WINDOW INSUL INSULATION W/H WATER HEATER ITT. ITEBOR W.I. WROUGHT IRON REVISIONS REV, I DATE DESCRIPTION s POs al flu 115 INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl-COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN FIRST FLOOR PG IB-LINTEL SCHEDULE FIRST FLOOR PG IBA -LINTEL SCHEDULE SECOND FLOOR 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 PIAN PG 11-SECOND FLOOR MECHANICAL PLAN PG ➢1-MONOLOTHIC FOUNDATION DETAILS/SECTIONS PG D2-MISC. DETAILS PG D3-MONOLOTHIC 1-STORY WAIL SECTIONS & NOTES PG D4-MONOIOTHIC 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 FIASHING PG WA6-WALL ASSEMBLY DETAILS : SUB BAND 5 Design Grou .a 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abde.igngroup.com AA S: 0003325 F W ti Chi O 4 F 4 Z 0 IE aysDIV as X.01SI SILVERADO LOT #1 BLK #6 04128.000-00161 MODffiis 4EHB "2605-HAYDEN" GARAOS BW31290: RIGHT PALM COVER PAGE 150 MPH EXP. B ARCHITECT DP 10/20/17 aCAum 1/4"=1'-O" aiilET C1 i 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF) C. ROOF LIVE LOADS R301.6 I. "`MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD TSF) 1. FIBERGLASS SHINGLES 17 (TCOL 7 & BCDL 10) It. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH 11. EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS t0.18 V. RISK CATEGORY II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES PER FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20- MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 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 -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'�INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS, DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM! REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb =1,100 PSI Fv =175 PSI E=1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING OTHERWISE). JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 12, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BEN. 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 402 / ACI 530 / ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N' TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90.1Ib, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3181NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN %INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.11 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 REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6"- WIA X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2' FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3' B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS -1'/:" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 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 ANDIOR NUTS WHERE IN CONTACT WITH WOOD, 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/7 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" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -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 7/16' OSB EXPOSURE-1 OR 1/2' CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 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 U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NLRABER 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 K" 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 cvTeDl/1D cluleuee 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, 1/7 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C92611a & 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: 02/08/17 6 G x i In 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 N y 0 m 0 0 11-3 F RADO #1 #6 T# 04128.000-00161 UOD= 4EHB "2605-HAYDEN" GARAON BWD90: RIGHT PAO]& GENERAL NOTES 150 MPH EXP. B ARCMTECT. jv DA 10/20/17 BCA ,ft 1/4"=1'-O" s*Ecw GN A R C H I T E C T S C 91 24'X24,X12' CONC.� PAD W/3-5 BARS E.W. ON CHAIRS MIN. 3' COVER (3 TYP.) \7 ,2' I' Im'_O' 21'_1° _ 4, -- --- ---� SLAB I W� 1 13 _ • ■ ■ ` ■ • • • — — — — — —■— — — — — — — —• — — DI 10 EXTEND LAB IDI/2' 4' CONC., REINF. W/ 6'xfo' WIAXWIA U01 ON 6-MIL POLY- 0'-0' ELEv. ETHYLENE VAPOR RETARDER FIN, CONC. SLAB ON WELL -COMPACTED CLEAN • ■ i FILL TERMITE TREATMENT SHALL BE BORA-CARE_ �- 139�� _ _-2,._3�� 2,_g II" T m 0 ■ ■ r I} W Z Yr� a y _ ,Ire � � - ��l) LJJI� =) B -II°1 DI ------- *-- ----- X- -- r-- ---J 6B� 13 I ■I■ BLAB Di/2' � AV. ( ) IL I ,��------ -- — ` DI` —1 I OPT. T— STUB UP TO 2ND FLR _ 2'- I' PVC CHASE I ■ FOR ELEC.TO ISLAND 24'X24'X12' CONC, W/3-'5 ' BOLLARD I 30'X3J/3-S BARS AS EEC. DE PAD W/3-'5 BARS BLDG. CODE I E.W. ON CHAIRS PAD BARS E.W. ON CHAIRS �, 6B MIN. 3' COVER 4' PVC CHASE MIN. 3' COVER! DI ■ I 0'-0' ELEV. OL EXTEND FIN, CONC. SLAB SLAB 1 1/2' L— --- ■ ■ ■ ■ ■ : i ID I'-0" "I I/2' 4 13 DI Dl 13'-8' 3'-4° 2'-Im" 4' - - 0 ■■ ■■ ■■ ■ C. ■L SLAB J LT ■ II ■■ ■■ DI 12'-0'_.-. 4 20'-4" FOUNDATION PLAN NOTES: VERIFY CONDENSER PAD LOCATION UATH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF TI$ FESCR STH EDITION (29>14) WWI 4' CONC. SLAB COND. � �Qa � Z_ Zio- :A� DI cl Odci Wk)o 2'-'m' 2' VTR I-IR' k/ AV 2'-,�-1/2 LAV T 2' 3 2 ,'2' VTR WQ, 2' VTR I' I I�WA9NER I 4' KITCHEN SINK Ul/ AUTO VENT ,�t. AV I 11 I2 CO 3' I TUB 4' 2' 2' TO MAIN PLUMBING RISER NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE. 'S' TYPE ARE PROHIBITED. ei SECURE STRAP TO UNIT W/ (2) -SxI 1/4 A/C SHT MTL SCREWS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO GONC. CONC. W/ (2)-3/I6'X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD ® 12' FROM STRUCTURE GasODesign .nc. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407-774.4078 www.abdesign9roup.com AA #,. 0003326 F o� U 0 O F O V J >lVHDIV Ae LOT. SILVERADO LOT #1 BLK #6 PROJECT* 04128,000-00161 xoDlm 4EHB "2605-HAYDEN" GARAGE award: RIGHT PAGAh FOUNDATION PLAN 150 MPH EXP. B r ARCHITECT, STATE OF FLCMDA 7 P � D10/20/17 BCALIM 1/4"=1'— 0" BFI� 1 DOWEL PLAN A R C N I T R C T! 1 6 G L i �n 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A W y m 0 z c, y a h O F Rulwiv. as LOT. SILVERADO LOT #1 BLK #6 PROJECT* 04128.000-00161 MODS 4EHB "2605—HAYDEN" OARAGM RMNO: RIGHT PA6IC: DOWEL PLAN 150 MPH EXP. B ARC nr--CT- STATE OF F�ORIDA P TA D10/20/17 RC*JX: 1 /4"=1' - O" Rfimm IA PATIO ----------------- 6068 S.GD. L— 3 (V 3052-SH 3052-5H EGRESS -- I 771 DINING DR U R OM BEDROOM2 I 8' I I I II I I II I I I �II II TH 2 OI O I l l KITCHEN I O I I I o I I I II GARAGE FOYER I II (2) 3052-SH 3068 W/ 36'xIO' L— 3 TRANS, L-7 PORCH 16'-0'Xl'-O'O.HD. 8'-8' CLG. L-2 — I — I — -- — — — — — — - ------ — — — — — — — — — — — O IN L-9 L-6 LINTEL SCHEDULE NOTE: THE LINTELS MAY ME SUBSTITUTED WITW LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED q 4^ZT_4#wf_T4LINTEL SCHEDULE LINTEL NO. TYPE COMMENTS L I k*-l' BF28-IB/IT L 2 BF8-IBAT L3 8FIC>-I5AT L4 8F24-15AT L 5 4'-6' 1 8F16-V5AT L 6 6'-6' BF16-113AT L l 5--ID' 8F16-VISAT L 9 II'-4' 8FI6-MAT A R C N I T E C T 6 6 GM01-ane- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FA): 407-7744078 www.abdesigngroup.com AA #: 0003325 ti N y 0 ti 0 F O >!uvwxV. & LOT SILVERADO LOT #1 BLK #6 PRO"==# 04128.000-00161 MODzu 4EHB "2605- HAYDEN" GARAGR 8WING: RIGHT PAGW. LINTEL SCHEDULE 150 MPHVcEEB ARafMCT STATE OF FLORIDA D Ta 10/20/17 SCALR 1/4"=1'-0" OHM= B 6AFE LOAD T,45LES FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8' PRECAST 4 PRESTRESSED U-LINTELS Ca,111111" GRAVIT1' TYPESUS LENGTH 8F8-0B 8FI2-0B 16- 0- 24- 28-CEBF32-0 BFe-IB OF12-I15 eFi6-I5 8F20-I5 8F24-I5 8P28-115 8P32- B 2'-10'(34`) PRECAST 2302 3166 4413 603E 1526 W04 10412 11936 3166 4413 6039 1526 W04 10412 11936 3'-(o' (42') PRECAST 2302 3139 3311 4689 6001 1315 8630 S941 3166 4413 6039 1526 W04 10412 11936 4'-O' C48') PRECAST 2029 2325 24% 3461 4438 5410 6364 1358 2646 4413 1 6039 1526 W04 10412 IIW1b 4'-6' (54') PRECAST 1651 Mel 1913 1 2651 3403 4149 40S6 5644 2110 4021 6039 1526 W04 10412 %68 5'-4' (64') PRECAST 1164 1223 1301 1809 2311 2826 3336 3846 1665 288B 5051 60% 5400 6424 1450 PRECAST 912 1000 1059 1414 IW'3 2304 2121 3131 1459 2464 4144 545b 4431 52W 6122 6'-6' C18°) PRECAST 931 1255 2101 3263 2146 3358 3911 4585 1255 2101 1 33% 5260 1134 8995 6890 1'-6' (90') PRECAST lrol 1029 1615 2385 1994 2431 2886 3333 102E 1615 2610 3839 5596 6613 5041 9'-4' (112') PRECAST 513 632 1045 1469 1210 14e2 1154 2021 168 1212 ibis 2544 3469 4030 3121 IO'-6'(126") PRECAST 456 482 802 1125 915 1122 1320 1535 659 1025 1514 2081 2114 3130 2404 II'-4' (136') PRECAST 445 598 935 1365 1854 2355 1193 2015 5se 935 1365 1854 2441 3155 4044 12'-0'(144') PRECAST 414 545 864 1254 1689 2014 1510 1618 555 864 1254 16,13 2211 2832 3590 13'-4' (160') PRECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1016 1438 1855 2343 2920 14'-O'(168') PRECAST 338 351 648 919 II90 1462 I061 1260 455 100 1003 1335 1114 2153 2666 14'-8'(il6') PRESTRESSED N.R. MR MR MR MR MR MR MR 465 165 1310 2045 2610 3155 3165 15'-4'(184') PRESTRESSED N.R. MR MR MR MR MR MR MR 420 695 1250 1855 2310 1 2890 3410 I'1'-4'(206')PRE5TRESSED N.R. MR MR MR MR MR MR MR 310 530 95O 1400 1800 2200 2600 IV-4' (232') PRESTRESSED N.R. MR MR MR MR MR MR MR 240 400 1 150 1090 1400 1120 2030 21'-4' (2561) PRESTRESSED N.R. MR MR MR MR MR MR MR 183 330 610 S40 1340 1180 2110 22'-0'(264')PRESTRE65ED N.R. MR MR MR MR__ MR MR MR 160 300 570 810 1250 1 I660 1910 24'-0Y288') PRESTRESSED N.R. MR MR MR MR MR MR MR 130 240 410 120 1030 1350 1610 MATERIALS 1, f'c precast lintels = 3500 psi. 2, f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/6, aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength - 1900 psi. 5. Rebar provided In precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM 4510, 8. Mortar per ASTM C210 type M or S. S' PRECAST 4 PRESTRESSED U-LINTELS Ail 4t�ir UFL IFT LATERAL TYPE8-1 LENGT+I 12-IT 16-IT 20-IT 24-IT 28-IT 8P32-IT SF8 8-2 12-2 I6-2T 0-2 24-2[5381 28-2 8F32-2T8 2'-10'(34") PRECAST 2121 2818 4101 5332 6569181I 9055 2021 2021 2121 2184 3981 51W 6401630 W51 3'-6' (42') PRECAST 2165 2289 3260 4231 521E 204 1192 1251 1251 2165 2215 3165 4125 5091 061 1036 4'-O' (48') PRECAST isle 1969 2832 36M 4532 6245 93S 938 1818 1925 2150 3583 4422 264 6110 4'-6' (54') PRECAST 1660 1162 2501 3251 4010 4161 5525 121 1660 1105 2435 3111 3913 4658 5406 121 5'-4" f64')PRECAST 1393• 14S4 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3920 454E PRECAST 1212• 1351 IS30 2505 3084 3665 4241 416 418 1212 1315 le15 2441 3010 3583 1 4151 6'-6' (18°) PRECAST 114P 1200 1133 2250 2169 3290r2r.34 101 881 1141 1162 1604 21S2 2103 3216 (90')PRECABT 959• 912 1415 IS14 2354 2191 651 990 1029 1466 1901 2351 2191 591 9'-4' (112') PRECAST 801• 612 980 1269 1560 1652 454 30 Sol 155 1192 1550 1910 2211 10'-6"(I2(o') PRECAST 116• 498 193 1021 1261 14% 1131 396 493 116 611 1039 1389 1111 2034 2358 Il'-4' (136') PRECAST 666• 439 696 899 1104 1309 1515 363 556 bbb 535 905 1295 IS% IS% 2198 12'-O'(144') PRECAST 601• 400 631 616 1001 1186 1312 340 494 631 4e6 818 1205 1514 1199 2086 13'-4" (160') PRECAST 500• 340 532 686 841 99l 1153 302 398 513 409 6SZ 1004 1361 1631 18914S3 14'-O'NOW) PRECAST 458• 316 635 118 922 065 28(0 360 548 318 We 629 922 1254 1561 1816 (116') PRESTRESSED 243 295 459 551 124 eel law N.R. 351 243 352 502 852 1156 14BI 1142 i5'-4' <1847 PRESTRESSED 228 218 430 553 611 801 S25 N.R. 32l 228 52-3542 151 1012 1381 1616 Il'-4' (20W)PRESTRE55ED ISS 236 361 464 56l 610 114 N.R. 255 188 216 449 649 814 121 1389 19'-4' (232') PRESTRESSED 165 201 313 401 4110 518 661 N.R 204 165 239 383 550 136 S40 II60 21'-4' (256')PRESTRESSED i45 186 218 356 433 512 590 N.R. 112 142 212 336 411 635 801 993 22'-O'(264')PRESTRESSED 140 1W 268 343 41e 493 568 N.R. 161 131 205 322 451 60-1 111 %41 24'-O'(288'7PRESTRESSED 121 165 244 312 380 441 515 N.R. 135 124 186 290 408 538 680 033 GENERAL NOTES -REDUCE VALUE BY 25% FOR GRADE 40 FIELD MBAR 8' PRECAST UJ/ 2' RECESS DOOR U-LINTELS TYPE -0 OWIO-CB VWi4- 18- 8RF22- 26- OW30.05 LENGTH SM%-rB SWIC-15 ORP14-IB BRFIB-IS SRF22-16 OW30-rB 4'-4' (52') PRECAST 1489 1591 3053 2982 3954 4929 5904 6e80 1821 3412 4982 6412 1941 9416 10818 4'-6' (54') PRECAST i351 1449 2162 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 S416 10818 e32 1602 1550 2058 2566 3015 35S5 5'-S' (6S") PRECAST 185 1153 2162 4014 6412 6516K 6839 119 500 1449 1924 2400 3352 PRECAST 135 1103 2051 3811 6412 6516 6411 6'-8' (80')PRECAST 822 90l 1611 2933 2516 3223 4522 90l 1611 2933 4100 6130 6101 161 1311 2252 IS58 2451 343E 665 �'-6' (9O')PRECAST 164 1311 2329 3609 54e2 6624 5132 9'-8' lll6') PRECAST 311 420 534 125.B 1011 1342 1614 1866 535 S28 I 1491 21113 1 2618 1 3595 2815 8^ PRECAST W/ 2' RECESS DOOR U-LINTELS U I L FT LATERAL TYPE TH LENG 8RF6-1r rr 8WIC- OW14-IT OW18-IT OW-22-rr SRF26-1T 8RF30-I -2T OW10 2T 8RF144r OW184T OFF22.2T OW26-27 SIRF30-21 9p 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 1244 1519 2339 3110 4005 4850 56% 4'-(o' (54') PRECAST 1192 1501 2311 3121 3931 4156 5511 853 1192 1455 2240 3036 3531 4643 5453 853 5'-S' ((b8') PRECAST 924• 1112 11% 2423 3055 3689 4325 501 924 1132 1141 2351 2918 3603 4230 501 5'-10' (10') PRECAST 8%• 1138 1142 2352 2005 3581 419E 469 469 896 IO99 1690 22" 28SI 3491 4106 6'-0' (80')PRECAST 11e SB2 1513 2042 2513 3101 3642 830 1100 118 956 1468 1981 250E 3035 3563 l'-&' (90') PRECAST Sea 691 1325 WO 2280 2153 3221 110 S41 6S8 849 1302 I162 2225 2690 3151 Nlb') PRECAST 533• 433 808 1123 1413 1104 1995 61a 533 521 1 IO09 1 1369 1 1128 2068 2450 516 -REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 5 REBAR AT TOP MIN. (1) REQ'D .4' 1-1/2' CLEAR TYPE DESIGNATION c • F = FILLED WITH GROUT / U = UNFILLED U Q = :' C.M.U. FQUANTITY OF 5 REBAR AT BOTTOM OF LINTEL CAVITY 4 Z �° GROUT OF1ro 15/7 - O Z - S 5 REBAR AT BOTTOM J L • • OF LINTEL CAVITY NOMINAL WIDTH NOMINAL HEIGHT J QUANTITY OP 5 REBAR AT TOP 1-5/8'4CTUAL BOTTOM REINFORCING PROVIDED IN LINTEL 8' NOMINAL WIDTH (VARIES) SAPE LOAD TABLE NOTES I. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels il'-4' and longer with a nominal height of 8' meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1. -1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. S. Cast -In -place concrete may be provided In composite lintel In lieu of concrete masonry units. S. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% If bearing length is less than 6-1/2'. Safe loads for all recessed lintels based on 8' nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One 01 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. 9. All safe loads in units of pounds per linear foot. A E C H I T E C T S 6 Design GrZ .a 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774.6078 FAX 407-774.4078 www.a bdeaigagroap.Com AA M: 0003326 Z y w 0 y 0 F 0 Q avHaiv. ea LOT: SILVERADO LOT #1 BLK #6 PA0J=T* 04128.000-00161 MODS 4EHB "2605-HAYDEN" GARAaIC EWING* RIGHT PACK: SAFE LOAD TABLES ((-- 150 MPHXP CEEB ARCIrTECT-- STATE OF FLORIDA 0 DATO 10/20/17 DCALM 1/4"=1'-0" aHOW B < 1 i Im'-m' n'-4` FIRST FLOOR PLAN NOTE: -2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-5 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) -20 MIN. FIRE RATED DOOR TO BE EQUIPPED W/ SELF -CLOSING DEVICE PER SECTION R302B.1 OF THE PBCR 5TH EDITION (2014) EXTERIOR MASONRY WALL BRG. HEIGHTS 8'® LOALOA®WALL UN.O. ON PLANS SQ.FT. CALC.S EST FLR LIVIN's 1104 S0. FT. 2ND PLR LIVING 1501 50. FT. TOTAL LIVING 2605 S0. FT, GARAGE 43-1 50. FT. PORCH Ill $0. FT. TOTAL 3153 S0. FT. PATIO W 50. FT. 4' �DBL. TOP PLATE @ M BAR DETAIL A SCALE: I2'•1'-0' C� ANoaADDeGwwDG WWIN) BAec ww oo'�unE FGn s sEco►n Guns OpElm SGGAFE ZONE 160 NFH OD (NU REMAlIKS MT" FOOTAGE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR MIN. CRITERIA SGA. MIN. 41 5 23/-2S CRITERIA 16010 O.HD. 112 5 21/-25 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=1I, EXP.=B° MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE FBCR 5th EDITION (2014) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 07WO A R C N I T E C T s 5 Design Grou N... Ai N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA At 0003328 J y O V O U O F 0 BLTHDIV. a L37 SILVERADO LOT #1 BLK #6 Pa0im" 04128.000-00161 MODZU 4EHB "2605-HAYDEN" GAPtAQZ SWnM: RIGHT PAC& FIRST FLOOR PLAN 150 MPH EXP. B Of r7 D TA 10/20/17 13CAL11 1 /4"=1'— O" 8100= 2 A R C H I T E C T HANDRAIL B 36' W/ 2X4 RE -INFO THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R3111.82 NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTIC DIAMETER OF 1}'t 2' OR A NONCIRCULAR CROSS SECTION WITH PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN fc A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING: 2 1/4' SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING: SYSTEM IS DESIGNED TO RESIST A LOAD OF 5 FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN AN DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATIOt- SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.C. 2014 HANDRAIL DETAIL SCALE: 3/4'=I'-0' SECURE TREADS TO STRINGER (2) LAYERS OF 3/4' PLYWoe- (2) �g t- !YI I UPSTAIRS I CHASE M�4 BDRM I LIVING BDRM. #5 CHASE CLG. 8'-0' GLGCLG. DBL STUD STUD 2'-4" 2'-8' A B TH3 — 8'-0' -- Ly ° LA Y; `T M - 42' H. HALF WALL W/ CAP C v �ai7N V. .y. 3'_4" e v 4'_0" 12,_O,� m 4'-10' 8, GLG. n� S �i\ I A r-- r--� DN. I OPT. II OPT. I I D. I I W' I mL--xrl ---- 0 3� --- IR_ISH_ — l 0 ti N M ti� w.i.cr----,, I O = 8'-0' c4G. G' I— STAIR DATA 'k -8"- 3,-0"L — I� 16 RISERS o '1.54' 15 TREADS m 10' --- 3.SH ,`8 I' NOSING "�I 0 22X36 2'-4' v 2' -2' , v--- ATTIC --_--._ ACCESS _'3. 80. 4X4 POST 4X4 POST CHASE 8ATTH GLG. OWNER'S - Ni BDRM. #3 ' J SUITE 8'-0' CLG. CLG. IY I M � 0 -- (2) 30R2-SP =I N IY ? 0 - — --�-- ---- --- - — 3052-SH 3052-6H 2040-SW ® EGRESS EGRESS 214-8' -- 42' H. HALF WALL SECOND FLOOR PLAN W/ CAP AHU W/(3m 3' SCREWS o EA OR (2) LAYERS OF 3/4' SUB r 3/4' TIG OUTS FLOOR NOTE: STRINGER, UNTHREADED SHANK FLOOR MATERIAL RIPS FOR GLUED N SCREWED 2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID TO EXTEND BEYOND THICKNESS SOLID NAILING PER FASTENER DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE OF SUB -FLOOR SHEATHING SCINEIlULE 10'-0 3/4. 2ND FIN. FLR / B / V-8' BRG. HGT. / / 42' H. 1/2 3/4' KICK / SSTTAIIRRS RISERS TO CONFORM TO FBCR 5TH WALL W/ CAP 1' MAX. PLATE / EDITION (2014) STAIR DATA: MIN. TREAD.10' MAX. RISER.T 3/4' 3/I6' NOSING 10, 16R 6 154' MAX VARIATION IN RISERS/TREADS 15 TREADS 6 ADJACENT TO EACH OTHER 3/S' MAX MIN / 10'• I' NOSING VARIATION IN ANY RISEWTREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' / fjl •-1/4' OR PROVIDE EQUIVALENT 1 O . / GRASPABILITY WINDERS- MIN. W WIDE - NARROW END MIN. II' WIDTH • 12, FROM f) / NARROW END 34' MIR HANDRAIL W.T. i -2.12 SYP STRINGER Q / REINFORCED W12X4 SPF Z K W/CONT. BEAD OF NOTE, SUB -FLOOR ADHESIVE ENCLOSED ACCESSIBLE SPACE UNDER PL-400 OR SIMILARE • STAIRS SHALL HAVE WALLS, UNDER STAIR 0 EA HORIZONTAL RUN SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM ~ 2 X 4 RE-INFORCING BOARDS. FBCR 31122 _ `" / • EA 2 X 12 STRINGER SECURE W/12d W-S' OZ / / 0'-0' FIN. FLR 2X4 ATTACHED W/10d YNTOS ABWP.I MASOSLEEPERSLAB WITHIN S' OF EACH END, 32' O.C. MAX. ND, (�)�,�I�RDE�TAIL�SLEEPER Des�n Grou 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-8078 FAX: 407-7744078 www.a bdesigngroup.com AA #: 0003326 y m y 0 4 y 0 h 8tMD:v as LWO SILVERADO LOT #1 BLK #6 PRojwT# 04128.000-00161 MODS 4EHB "2605—HAYDEN" GARAGZ DWING: RIGHT PAOlk SECOND FLOOR PLAN TAMPA 150 MPH EXP. B ARCFifTECT: TE � FLO IDA P TO D10/20/17 BCALL': 1/4"= V — 0" 8ii1�T 3 STD. CALLS - OFF -RIDGE VENTS ONL AREA OF ATTIC = 1595 SQ. FT. NET FREEVENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA 1585/300 = 5.28 VENTILATION AREA XSQ. INCHES PER FT. (144) 760.8 SQ. IN, MIN. REQUIRED VENTILATION = .5X 760.8 IN UPPER PORTION OF ATDC 380.4 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 380.4 /115 TOTAL SOF VENTS REQUIRED = 3.30783 TOTAL SOF VENTS PROVIDED = 4 'AREA OF ATTIC ISTHE 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 M ROOFING. CEMENT FIBERGLASS SHINGLES OVER 9 'X 2x6 LEDGER SECURED FELT PAPER ON 1/I6' 09B. 1/4' x 4' LAG BOLT SHEATHING OR I/2' COX W/ 2' DIA. WASHER e PLYWOOD SECURED PER 26. O.C. MAX NAILING SCHEDULE LSU-26 6 2x6 RAFTERS HGT. LUS26 0 141 10d's TO LEDGER AND TO 2x6 JOIST 2X6 LEDGER W/ 1/2'x0- THREADED ROD 32' O.G. MAX. SET N SIMPSON HIGH STRENGTH EXPDXY 6' MN EMBED. 1/2-THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY nROOF @ S.G.D. SCALE: 1/2' - I'-O' SHINGLE ROOF FYPON ' DECORATIVE SHUTTER OR EQUIVALENT 18'-0 3/4' 2ND FLRZZ. BRG. HGT. FYPON BKTIIXII OR 14A N a EQUIVALENT WA TYP. ~ F 10'-0 3/4' 2ND FIN. FLR - 5'-8' BRG. HGT.�L _ 6' RAISED BAND (TYP.) 413 WA TYP. 4' RAISED BAND (TYP. 8' RAISED BAND (TYP.) Em —_ -- — 1/4' BR3. HGT. _ —122 Y FYPON I6'X48' SHEATHING LAP DECOASHUTTTER TIVE OR FRAME GAA BLE EQUIVALENT -4° CONNECTION 12" MIN 6' RAISED /V I BAND I WA pgm �I 2� FRONT ELEVATION TEXTUIEED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 14=m" II' -8" 14' -0' _ _ _— _ �_ 180 3/4' 2ND_FLR— BRG. NGT.-�---- 12 WA 15 U WA U 2'-0" WA MIN. WA TYP. 10'-0 3/4' ND IN V-8' BRG. HGT. WA I - 14H WA3 } S 0'-0' FIN. FLR REAR ELEVATION TEXTURED FINISH hi'_0° /�FYPON I6'X62' DECORATIVE SHUTTER OR wn WA WA EQUIVALENT __�4' RAISED BAND I0'-0 3/4' 2ND FIN. FLR BRG. HGT. 6' RAISED 9 AND WA OPT. COACH L IGHT r 1 0'-0' FIN. FLR Y BRG. HGT. -m" _ S'-a' BPc+. HGT. V-0' FIN. FLR A R C R I T a C T a Design PH: 407.774-6078 FAX: 407-77440Is www.abdesigngroup.com AA M: 0003325 F ti 0 0 F O lid BUDDiv & LOT: SILVERADO LOT #1 BLK #6 PA0JL'CT 04128.001-00161 1[CDRIa 4EHB "2605- HAYDEN" GARAGE 9WING: RIGHT PFRONT & REAR ELEV. "D" 150 MPH EXP. B 17 1 DATsh 10/20/17 BCALR: 1 /4"=1' - 0" R1FIRwT 4 D RIGHT ELEVATION TEXTURED FINISH LEFT ELEVATION TEXTURED FINISH f A R C R I T E C T S 6 Design Grouo.nc. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774.6078 FAX: 407.774.4078 www.abdaslgngroup.com AA N: 0003326 e: w y V FO 4 Chi h O F O FF !E 10 OVSDIV. & LOT14 SILVERADO LOT #1 BLK #6 PROJECT* 04128.000-00161 MODEM.; 4EHB "2605-HAYDEN" GARAGE 8WXKQ: RIGHT PAGE: LEFT & RIGHT ELEV. "D" 150 MPH EXP. B m DA%M 10/20/17 SCALE: 1/4"=1'-0" a�T 5D .. - DENOTE RAT FAN • 1& O/C MAX. DOOM 2X6 STRX6ACR a IV OC HAX BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED 1J/2X4 BLOCKING o 4'-0' O.C. BETWEEN TOP CHORD 4 2X4 SYP -2 X-BRACING. REFER TO DETAIL 9/05 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP -2 OR SPF BEVEL CUT TO TRUSS TOP CHORD W/10d x 3' NAILS s 6' O.C. STAGGERED NOTE: REFER TO TRUSS I-FR'S SIGNED 4 SEALED DRAWINGS FOR UEB BRACING LOCATION, SIZE 4 REQUIRED FASTENERS, 01 TF Ts r. III II II II FT4 LL LL II II II II II III II II I I I II II II II II II I I I ! ( II II II II it I I I - wwyuu;laI laNNNNN'�HHHHHI NNHN�NII,NNNnn��wNN NNE II II II II !ill 11 II II I I I ! II uI IUI u 11 N I I I I 'III III I I 14�!K' L u u p�12G, I III I I I I I I T� II I TRUSS TO 4 i t � I . ITS — — FROST (2) HTS-2 I ! I L LPOST TO SLA ! H77- .B. . Y — —_ m L _ _ _ — — (2) 2XI2 HDR W(2) JACK A 13 z = — r—.— _ _ __ _ — (2) FULL STUDS EA, SIDEzi — _ — F — — — — — — — _ = K= r 2) 2X6 LEDGER _ SE URED W/ 1/4'X6' WASHER s 24' O.G. — — — — _ LL FI !I II it uuc-410 _ EII M1 II II I �_----------- ----- —/ — — L J1- — .r — —.— — FTGE FRAMING PLAN CCA 0l/22/16 -014 A R C H I T E C Ts 6 Gro10T. n 1"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 F 2 h a 0 y A F O IE UnDiv. at LOT: SILVERADO LOT #1 BLK #6 PROJWT# 04128.000-00161 1LODZ> x.c 4EHB "2605- HAYDEN" GARAGR OWING: RIGHT PAFRAMING PLAN ELEVATION „D„ 150 MPH EXP. B ARCHITECT= STATE OF FLORDA DATM 10/20/17 ECALZd: 1 /4"=1'— O" sxm" 6 DENOTE RAT RIJN * 10' 0/C MAX. .. DDIME 2* STRWA= # 10' 0K MAX BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING A 4'-0O.C. BETWEEN TOP CHORD 4 2X4 STP 02 X-BRACING. REFER TO DETAIL WIDE, FOR BRACING REQUIREMENTS FASTEN 2X4 SYP 2 OR SPF BEVEL GUT TO TRUSS TOP CHORD W/10d x 3' NAILS (a' D.G. STAGGERED NOTE: REFER TO TRUSS MFR'S SIGNED # SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE 4 REQUIRED FASTENERS. CJI I-- — -- J£ -1 ii 1 -- - --- -- CJI CJ3 II I I I I II I) I I I II I CJ3 CJ5 = II II � II II II II II II I II II II = CJ5 I' ASS TRUSS TO 4X4 TRUSS TO 4X4 POST (2) MTS-12 Al = POST (2) MTS-12 POST TO BLK POST TO BLK HTT-4 NTT-4 — 4 A'2 - I _ II A3 S A4 —� A5 Ab rc A9G TRUSS TO 4X4 = _ — TRUSS TO 4X4 POST (2) MTS-12 = B2 POST (2) MTS-12 POST TO BLK CJ5 I II II II II II 4 POST TO BLK HTT-4 — — B3 HTT-4 CJ3 Ed =�/ 'A IY Y Y Y YI m s DBL STUD 3 u CGE ROOF FRAMING PLAN CCA 04/08/15 f A R C R I T R C T I{ 6 Design GZ inc. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.wm AA #: 0003325 F Z ti b 4 Chi 0 F O F z Bujwrv. da LOT: SILVERADO LOT #1 BLK #6 04128 000-00161 HODRIs 4EHB "2605-HAYDEN" GARAGE OWMCF: RIGHT "IOOF FRAMING PLAN ELEVATION "D" 150 MPH EXP. B ARCHNTECT STATE OF FLORIDA DA 10/20/17 8OALft 1/4"=1'-0" smog" D CONNECTOR SCHEDULE CONTROL DATE: 01-05-I1 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-I0 1625 (8> 10d x 1 1/2' I -PLY, (6) 16d 2-PLY, (USP: (10) 10d X 1 1/2' - NO Ibd OPTION) (2) META-16 1985 (2) HTA I6-18 2800 (10) 10d x 1 1/2' I -PLY, (USP: (10) lod x 11/2V 2515 (14) I&d 2-PLY (USP: NO Wd OPTION) META-16 1810 HTA 16 1810 (5) 10d x 1 1/2' I -PLY, (8) 166 2-PLY USP: (10) 10d x 1 1/2', NO 16d OPTION HETA-20 1810 PTA 20 1610 (5) 10d x 1 1/2' I -PLY, (8) 16d 2-PLY USP: (10) 10d x 1 1/2'. NO 166 OPTION �- Z (2) HETA-20 2035 l2) HTA-20 3230 (10) 10d x 1 1/2' I -PLY USP: (10) lod x 1 1/2' 2500 (12) Ibd 2-PLY (USP: NO Ibd OPTION) O LGT-2 2150 LUGT-2 1550 (1) - 1/4' x 2 1/4' TITEN, 2 (USP: MILK (5) 1/4' WB, WOOD (16) 10d V) OETAL-20 2480 OWTA-2-0 2430 (18) - lod x 1 I/2, 1 PLY MGT 3965 MUGT 4115 (Il 5/8' A.TR IN NIGH STRENGTH EPDXY (MIN. 12' EMMIED), (22) loci TO WOOD (USP: (28) loci TO MOOD) HGT-2 + WSW HUGT-2 S150 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) IOd TO WOOD (USP: WOOD (W l0d) HGT-3 10530 H1GT-3 Sabo (2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) IOd TO WOOD (USP: WOOD (W Iod) LGT3-SD82S 3205 LUGT-3 3525 (12) SDS 1/4'x3' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) WS25) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 610 (10) 10d x 1-I/2' (USP: (10) 10d x 1 1/2' VGT 4S40 NO USP CONVERSION FOR SIMPSON VGT (1) 5/&' A.TR IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (16)-808 1/4'X3' TO WOOD (2) VGT lies NO U5P CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)•8D8 1/4'X3' / 2 PLY MTS-12 Im00 MTW 12 1155 1 (14) lod x 1 I/2' (USP: (H) 10d x 1 1/2', (14) 10d) HT5-16 ISO WTW 16 1260 (16) 10d x 1 1/2' (USP: (16) 10d x 1 1/2', (16) 10d) HTS-20 1450 HTW 20 1530 (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 10d) HTS-24 1450 HTW 24 1530 (24) 10d x 1 1/2' !USP: (24) 10d x 1 1/2', (20) 10d) LSTA-12 . S25 LSTA 12 S30 (10) loci U8P: (10) Iod LSTA-18 +. 1235 LSTA IB 1235 (14) 10d USP: (14) IOd MSTA-18 +. IBIS MSTA-18 1310 (14) loci USP: (14) 10d Ln MSTA-24 +. W40 MSTA-24 I640 (18) loci USP: (IS) lod CL MSTA-30 +. 2050 MSTA-30 2065 (22) 10d USP: (22) 1" MSTA-36 +. 2050 MSTA-36 2065 (26)lod USP: (26)10d �- MOTI-36 3800 KSTI 236 38SO (36) 10d x 1 1/2' USP: (36) 10d x 1 1/2' V) MSTI-48 5065 KTSI 248 5140 (4e) 10d x 1 1/2' USP: (48) 10d x 1 I/2' H6 S50 LFTA 6 1210 (e) Sd TO PLATES, (8) Sd TO STUDS (USP: (16) 8d x 1 1/2% (16) 8d) SP4 885 SPT 4 S45 (6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS A34 3S5 MP 34 380 (4) Sd x 1 I/2' TO BEAM, (4) Bd x 1 1/2' TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. HCP2 649 HHCP 2 S00 (12) lod x 1 1/2' USP: (10) 10d x 1 1/2' TO TRUSS, (10) 101:1 X 1 1/2' TO PLATE HIOA 1140 RT *A 13W (18) 106 x 1 1/2' USP: (S) 106 x 1 1/2' TO TRUSS, (8) 10d X 1 1/2' TO PLATE VGT 4 HDU4 4S40 PHD 4A 5215 (10)-SDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WA8HER/2 PLY USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WS3 WOOD SCREWS VGT 4 HD1B 4S40 TDX 10 10140 (16)-SDS 1/4'xY TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTBNIASHE"PLY USP: 1/W ATR MIN. 1' EMBED SET IN NIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS A15U 44Z 2200 6665 PAU 44 2S35 6115 (I) 5/e' A.T,R IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC., (12) Ibd TO WOOD USP: SAME AS SIMPSON ABU 66Z 2300 12000 PAU 66 2380 16005 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONG, M)16d TO WOOD USP: SAME AS SIMPSON N Q LTTIS .+ 1340 LTS 1-3 120s !U 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MINT EMBED.) IN CCNK:., (SA0d TO WOOD USP: SAME AS SIMPSON = LTT206 ... 1500 Li9 206 1105 !U IR' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (10)lod TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) IOd, (10) 10d x 11/2% 2-1/2' 0 Z NTT4 4455 PT745 4160 (U 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. T EMBEDJ IN CONC, OW SO-10 X 1 1/2' (USP: (20) Ibd X 2-1/2.) USP HAS MORE NAIL OPTIONS: (20) 10d, (20) ]Oct x I-1/2', (20) Ibd x 2 1/2' Q HTT5 Sow WTT45 5005 lU 5/8' A.T,R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG, (26) Ibd X 2 1/2' (USP: (20) l6d X 2-1/2V USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/2', (20) 16d x 2 1/2' HHDQII-SDS 25+ 11,610 UP14D 11 143S5 !U 1' ATR IN HIGH STRENGTH EPDXY, (MIN. lo' EMBED.) IN GONG, (24) 808 Yx' x ]$' WOOD SCREWS (USP: (24) WS3 WOOD SOWS) HD1B 6645 TDX 10 10140 (U 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1• EMBED.) IN GONG, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) V) MBHA 356/II]5 3415 5330 NFM35X12U 2580 1130 81MP80N: (I) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.MU. TOP, (1) 314' A.T.R. IN HIGH STRENGTHEPDXY, (MIN. 6,15' EMBEDMENT) IN CMU. FACE, 118110d TO BEAM USP: (U 1/2' J-BOLT W/ MINIMUM 8: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDNEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN, 5' EMBED DEPTH INSTALLED IN THE FACE. (142 10d AT J016T Li HU50412 !WOOD) 3635 2660 (FLR) WUS4121F 3060 2110 (FLR) (10) 16d TO HEADER 00) 16d TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 3325 (ROOF) Z Q HUC41O (CMU) 1800 4ffi0 ND410 IF 1305 5000 (IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO OMU, (10) 10d TO WOOD: (USP: (1W 1/4' x 3' W53 SCREWS, (10) lod TO WOOD. USP 12.1 3/16' TAPPER+, (10) IOd TO WOOD = HUC210-2 (CMU) low 50e5 HD210-21F 1305 5000 (18) 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) loci TO WOOD: (USP: (1W 1/4' x 3' U83 8CREWS, (10) Old TO WOOD. USP (20) 3/16' TAPPER., (10) 10d TO WOOD HUC210-3 (CMU) 1600 5085 HD210-31F 13M 5000 (18) 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 106 TO WOOD: (USP: (18) 1/4' x V WS3 SCREW&, (10) loci TO WOOD. USP (20) 3/16' TAPPER., (10) 10d TO WOOD LGUM26-2-SDS 1430 5555 LGUM26-2 2125 6065 (4) 3/8' x 4' TITEN HD ANCHOR& (2 PER FLANGE) TO CMU, (4) I/4• X 2 I/2' 8D8 BCREIll9 TO WOOD, USP (4) 3/8' X 4' LT., LLk33 DSC UA9 HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/EWWNEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. • WHERE ANCHOR EMBEDMENT 18 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CML. WALL MUST BE FILLED SOLID w/ GROUT. .. 10d COMMON NAILS CAN BE OU56TITUTED WITH 106 x 1 1/2' NAILS IN CONJUSICTION WITH A 23. REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. Lo + + MINIMUM EMBEDMENT INTO THE TOP OF A BCNDBEAM WILL BE 5% MNII'IUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' Li 1 O A.T.R. . A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST NAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON WWOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-14MCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SAS-2012 4USP STRUCTURAL CONNECTOR& 2015-2016. F.11 t SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOUN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO V-0' DBL 2 x 6 V-0' TO 6'-4' DBL 2 x 10 6'-4• TO W-m' DBL 2 x 12 8'-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO 8'-0' U.N.O. 4'-I1 1/2' 1'-II 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LEN3T41 STUDS 2 AT EACH END OF HEADER 1 3 2 VIP) ("2 BYP) 1/le" 05B NAIL (3) 12d 0 6'-8' O.C. FRAMING NOTES: I TYP. 2x12 BM./HDR. I I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2,TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES 10 EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S.PROvIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 5F. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. 5.REFER TO DETAIL ro SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. A R C R I T E C T 81 Design Gr u I�e. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.a bdesigngroup.00m AA M: 0003325 F ti cam, y 0 F cam., h O F O SL"mm do LOT SILVERADO LOT #1 BLK #6 PROJL'CT# 04128.000-00161 MODEM. 4EHB "2605- HAYDEN" GARAGE BWWG: RIGHT PAGE: CONNECTOR SCHEDULE 150 MPH EXP. B ARCHITECT- STATE OF FLORIDA DP 7W 10/20/17 8CAUM 1/4"=P-O" B*Emw 7 .1 A R C H I T E C T S ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 29V OUTLET 20 AMP 6NaLH POLE I10V ,LET 110V CUTLET w OP OUTLET MED To &W GFI RLV OUTLET EaIPED ""o PALL PROMPTER (TAMPER RE618TANT T'"'220V OUTLET (U WRE COlI.PICTION EXt. MTERPROOP 6% M PAULT 6P1 OUTLET NTERRUPTER �j e6nrcH BWITGH 3-WAT OPER �14 SWITCH 4-WAY OPER I_o W4LL MOWIED I� LIQM CEILING LK.NT VP PAL'Ls \O\ LKlR �O\ RECE86ED CAN �_ WLLL BCONCE PRE•WRED VENT. PAN I CRi PER 8Q PT. VENT. PAN WA.WT I pM PER EQ PT. Y PIXRXPE fBPEC'8 TOD 6T _ _ JILU0�8 0Cr 6 BD. ILJI�� 11/ � � TV. OJ-eDJc E14T 2 a 'I' OR 2' PLWIffBCENf 4' TRAOC LYdR PANEL METER woo DETECTOR 7 IGyTr7'.Y Y(Y-I uu.He� WALL M(-VRED BMOKE DETECTOR RATT. [LACK-IP &- CAROM MONOk DETECTOR C4Y18 CC� �D OWALL BE A DANCE IOTOP NOT LE88 THEN 4' PENDAM LIGNr OATURAL UTLET �® rELEPOYIIE JACK WARE 1lA1ER D16CONL:Ct r0 9E ELEyaIED AIR CONDITbN DISCONNECT RLEVI810N JACK CDk To x SIIPPDRTED Pr ACCORDANCE W/ �k FLOOD LKArt KP OPT. 6ECIlRITT KEYPAD PD. PU6N-BUTTON FOR CN6E8 LOCATION OF TV JACKS A PHONE OUTLETS I FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION C20MJ. 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI • ISLAND (NOT ON KITCI$N CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN CAPACITY OF 50 GFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION 1-1I5013 FBCR 5TH EDITION (2014>. LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED a 14). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). C TIC FWTFE LOP rs GFI PB PT \ ----- PORCH 0--- PATIO IN NG I � I DROIOM �� OOM 1 PRE -WIRED CLG FAN F SWITCH IN CABINET / — — \ II OUTLET / HI .� FOR DW / TO 2ND FL. • / SWITCH S KITCHEN \ GFI l 1 r . — — ` \ FOR 3OPT. / GARAGE { REF GFI 1 DOOR PAN. I PRE -WIRED CLG FAN I — KEYLESS / FIXTURE FLEX I // FOYER GFI / GARAGE 8 I DOOR FIREWIRE GARAG PRE-WIRED CLG FAN BEDROOM / I L12 r� WH //p WN \ zBOLLARID AS REQ. O PER BLDG. CODE 31� l MT w FIELD VERIFY d LOG IRRIGATION OUTLET o 48' AFF. — -- — COACH LIGHT FIRST FLOOR ELECTRICAL PLAN I UNIT - NEW CHART LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (F!'C CODE V2! HOUSE PLAN: 4EHB HAYDEN MODEL LOAD INFORMATION VA P606 3N PT OEMRA1. L10-0 E 3 VA PLR RC FT 7916 8 20 A P APPLIANCE CIRCUIT AT 15W VA RA. 3000 1 LAITNDRY CIRCUIT 1500 1 RANGE AT NALL PLATE RATMO OR COOETOP/OVEN 12000 1 WATER HEATER 4600 t DLTHRASHER 1200 1 CLOTM3 DRYLR "00 I DW8 AL 500 I MCROVAVE moo 1 REPRI66RATOR 1200 SULTOTAL OP OENOTAL LOAD —6 TIRST 10 EVA OP OENRRAL LOAD AT 100% 10000 RELAdDRR OP OENERAL LOAD AT ♦OR 28216 VA z .4 1mm TOTAL NET ORNERAL LOAD 21266 &5 TON BEAT PULP (W/ H T STRIP) 21 ALP &6 TON COOLDTG 8Y9'1'LL 40 A1B z PLO VM • 260D NET ajuoR LOAD 21286 NLT TOTAL NVAC 8600 TOTAL LOAD 30856 CALCULATED LOAD FOR SERVICE 30686 -/240 - 12E ALP 150 AMP SERVICE •1rORST CAFE BCBNARRT -HIGHEST HVAC LOAD U81D FOR CAICULATIONB.• NEUT�L CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 3000 VA 0 100%, REMAINDER 0 35% NET LOAD: 6,134E RANGE: 12000 0 10% 8,400 DRYER: 5000 c 10% 3500 TOTAL 18,849 NEUTRAL AAPACITY: 18,489 / 240 • 18 A P2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3-2/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 P4/0 AL, TI-I)N + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT o OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT GENERAL NOTES: M ELECTRIC METER IN I PHASE LO E A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH PANEL EDITION 120I4). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 150A/2P B. ALL CONDUCTORS SHALL BE TYPE THHN/TFIWN UNLESS MCB NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 -2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE GABLE 1ELEVISION 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), 5/8" DIA X 8 FT LONG COPPER GLAD GROUND ROD Design Grou Inc. L44i N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX 407-77440178 www.abdesigngroup.com AA #: 0003325 N x W O 4 0 F O aUDD:v & RAT SILVERADO LOT #1 BLK #6 PROJECT# 04128.000-00161 MODELS 4EHB "2605-HAYDEN" 3ARAOE aWWQ-z RIGHT P FIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B ARCHIR9 STATE OF FLORIDA qA.C 7 RA DATZ: 10/20/17 aCALM 1/4"=1'-0" alIEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e I2W CUTLET WA SWAX POLE IIDV CUTLET BOY OUTLET OV LE` OR o TD BOITCN GFI T10V OUTLET I:" Odom 'AU- HTEEIEPTER (TAMPER FE&6TANT TTPE) a@ 220v OUTLET (4) WRE COURCTXN RT -ttYI OUfLlTre FJTEIWJPt6F SWITCH SWITCH 3-WAY OPER W4 SWITCH 4-WAY OFER TED IGM L-O CXL- LION-. VP LK r \o "O� RCClOOED CAN WALL BCLNS F'1 £.WRED vzw1 FAN I CPR PER pG R. VENT. PAN W1A5HT I CFM PER O!S Ft, v FIXTUI� (BPEC'8 1IDD BY FLUORESCENT 2-BULB WR4P AICUD ]c = 2' FLUOREBCOIT 4' R UORESCENT �"-� 7 ADA 4' TRACK LIGHT PANEL miam METER S.D. aT'ILTQ -mCT-BT.- m,CK.1 WLL F eD. MOKEDETECTOR caReoN nCNDXIOE ® O G'HALL BL A DA WTAN OFF NOT LEGS TORN 4- F ANT LK GAS NATUPALOUT- ► TELEF'NClR JACK � W4TER NEARER i0 BE w-. FVATED D18CGYfECf A/ AIR C MON DUCOMRCT -LE--- JACK DWG Bo>< TO K OUFPOR2D N O J-BOX ACCORDANCE W BOX AD OUCH FOR W BOX CEILOIG FAN/LGNT TO IN &IPFORTED N ACCORDANCE W BOX MAWlW AB BIILN FOR ROOD LIGHT OPT. BECUEttY a KTUTTAD Pn WON-dmm FOR a wms UOB PORT LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED R HOMEOINER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (20DI14>. 20 AMP DECATED LAUNDRY CIRCUIT. GFI R ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF 5TH (201.0 FBGR ED ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). ALL LAMPS SHALL BE SELECTED BT BUILDER AND 15% OF LIGHTING MUST BE ENERG7 EFFICIENT TTPE PER F$,C ENEIB,FY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2014. 5Lh ED111GN R4T?j4.i SECOND FLOOR ELECTRICAL PLAN A E C N I T E C T 5 6 Ngn Gr usOv. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774.5078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 000332E ti Z F a 4 A R O F: II au=lrv. a LOT SILVERADO LOT #1 BLK #6 PLOJWT# 04128.000-00161 MODffiLe 4EHB "2605—HAYDEN" OA %AGZ BWDM - RIGHT PAR3IC: SECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B ARCHITECT-. STATE OF FLORIDA Ce2' 9 ROLAND A CRA AR NO W7= DATim 10/20/17 9CALIM 1/4"=1'-0" sam3 mT HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-Fi RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603. PATIO 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN GLASS I AIR DUCT AS PER NFPA WA 2-3,1 d. 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 — _�_ _ __ _- _t�sa I Lf•1-L1_L11.ITTFTRT�u� _iI OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603 I 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION (2014) MECHANICAL CODE 603.1 D NI 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE FRS V MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 403. 'ABOVE i B. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE BEDROOM #2 RETURNED, TO EQUAL AIR EXHAUSTED. I S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE I I II I 12X8 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. X B �I 12XI2 14X6 SS 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. ; O PA FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. �, ® i I I I BATH2 O------_ _ -- — �X KITCHEN NOTE -- ALL HYAC TO HAVE PROPER PANS W/ DRAINS ATTIC PAN• �J CEILING I O O EXTERIOR WALL PLENUM T y AIR RETURN 12X8 SXX4, SUCTION AND LIQUID AIR SUPPLY �1 y REFRIGERANT LINES I �� 1 FROM Il y 1 I ABOVE AIR HANDLER u EXTERIOR WALL \\� I I 8X9 / / / 3/4' PVC CONDENSATE DRAIN LINE j�'� — —a — EVAP. TRAY ICI PVC SLEEVE TO LINES BELOW SLAB FLEX I FOYER —J T REFRIGERANT LINES TO 1 PLATFORM _RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER — — _ FBCR 5TH EDITION (2014) 1"� L J . _ GARAGE 1.1 MECHANICAL BLDG. CODE SECTION 3012.1.1 HVAC DRAINS PORCH I ;pig! i ------------- SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. -- � G OR WALL I BRASS PLU-- -- FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED — WADE 8240-K JOSAM 56000 INSIDE I I SERIES NICKEL BRASS TOP CAULK J � P.V.G OPTI/SPEC SEE__ —------— `TSITE PLAN OFLOOR SLAB CLEAN —OUT (TYP.) N S FIRST FLOOR MECHANICAL PLAN COUNTERSUNK C.O. PLUG -6° SEE SPEC. 1---------- m 1'-8'X8GONG. FIN. GRADES OR PAVING I 1= FITTING OR I I EXTENSION TO SOIL _ OR WASTE AS REQUIRED I I INV. SEE SITE PLAN NEXT. GROUND CLEAN —OUT (TYP. ) SECURE STRAP TO CONIC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) "6XI 1/4' SHT, MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD 0 12' FROM STRUCTURE LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK - - BROKEN LINE. RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR (7) THERMOSTAT m PASS-THRU AIR GRILL A R C N I T E C T S 6 Design Grou .. . 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroap.wm AA p: 0003325 W 0 y 0 0 UNWIV. ae LOT: SILVERADO LOT #1 BLK #6 PROJmCT* 04128.000-00161 moat 4EHB "2605-HAYDEN" QAitAaz EVrMG: RIGHT pAOFIRST FLOOR ECHANICAL PLAN 150 MPH EXP. B ARCHITECT* STATE O OWDA kROLAND 4A.CF R NO 93723 A Dw 10/20/17 8CALIM 1 /4"=1`- 0" slizzT 10 oI SECOND FLOOR MECHANICAL PLANT A 8 C N 1 T E C T 8 1 6 Design Group":�� 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA 8: 0003325 f U h 2 0 m 0 0 w s- avaniv a.:aa� SILVERADO LOT #1 BLK #6 Pnon=T* 04128.000-00161 MOaMI, 4EHB "2605-HAYDEN" GARAcIE BWMG: RIGHT "rPCOND FLOOR ECHANICA PLAN 150 MPH EXP. B Of ARCHITECT' STATE OF 0f*VQA �7 DATm 10/20/17 8CALID 1/4"=1'-0" 8*1m r 1� (V7 gpBdR VlIKICALLY WI CRJC. _ PLVR CELL e!! lNERQY COD! FOg1e FOR NWLATION R-VALLlB 1b(TIIIQD FNI°N S- ►' QU BEOEE P.T. W. PLAT! TO COWL W/ 10') . ANCHOR BOLT W/ T' WA"DR BlCllll! Pi. Di. RAT! f0 eLA6 W/ V] WI' ANCHOR DOLT WI 2' W46HlR KCIR P.T. BT. RATC TO BLAD I 4' TWICK ]e00 "I. aD4Y6 • 4• cow. REK. W, b'PY' WL4)GIpAD mT ON -nIL POLY lT.Ptt9W VA RElA k ° U!LL-COr1PAOt[D CAN FILL T—M C ON LE TREAIFlNT 61lALL w BOItA-CART m 4 B' V]' OYP. W.. DD. T' B'DlD. Mbl . aa' OL. MdX 1' HI'EED. nN . °]' OC MdX ra> IeW nAeGNRY NAY.b . W. OG nqX CCNC, eLAD REN.CRClD WI fU � RlDAR ON CHAnFe 6p HGaIWo, mTHICKEN EDGE 4 ' CLIiO. RHK. W/ bkb' W.!%UM ' CLWC. REK. YV 614' MAl01FA0 YAV'I 4' LIL^. ID!K. YV 61J' WU%Y0.40 W W LN — {' CCWC.. IIEN. YV 646' WA�AAO YIII-I 0'-w FNRR J. _ pGy.E IA'.I'•®• Y IEBA1t rMJ '�1 m �.. 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(W/ NO —UPLIFT) KALe.w•.I•.•• --- STAIR DETAIL GARAGE STEP—UP rJ NON —HEARING �� 3 s e: r.r•D• °Tlt° r• oG nAx a In• .1eAD of oA]ease vAREe Wm+nLOP! Beau P.T. Dr. F'LAtE ro xdD uv V]'X!' 4NC4fOR DOLT YU t' WAE1lR T• D"DED. MN.. H' a nAX p a a w• . HlAD o hA16etd vAREe uFrH eLOPE elcuRE P.r. m. RATc To eLm uv VJ'Xe' YlCN:4l DOLT W, 1' WAbNER l' B'GlD. MN • 91' a MAX w ! ut• 6 .Ban a •ARaoe v.Rele WlrH a.oPl _ MApO1RY NAIL .6 Bt OG MdX b yr . feAD w balurr VAREe LLITN ELOPE 880aR• P.T. DT. RdtE To—. nAFQRr NAIL . e]' OG MAX EXIODED eLA6 I V]' CW1D 1lIfIlT VAR!! N' RECCp6IVR eBR+IC! DR ru'• RmAR vERrrALLY ev cLNe. POU6 f1LL to °� - J Y O C]Fm IEYIR vYblb • 0 > 9 . ® • • {' CKNC. RCIIp. WI 6Y6• WUItYIA• UAI/'1 ® •° - 4' LONG- IlK.WI616' WIAMRAO W1M . ° • {' CONO.IDIK. YV 6'Y' YL4)RIIIM WYt L q 4' COW- REK. WI 616' YI.bElA4• Wp1 4' GQK.16K. W/ 6`.,b' WUK1111AB WWn OV b-MLL POLY m,rl'LDar vnrae b ! I RltARDlR W WELL-COI'A•AGTED L i CyIAN FILL TEIMM! TRurrewr eIIALL n {' 8' 4 D! DCRd-GATE - ON b-nLL P0.Y lnnLx V.wR Q RlTA0.49t CN WELL-COITACtlD CLEAN L � FC1 TC11nR! TRlATtlNT SHALL DD O b' DORA-GATE -- oN 6-nIL DOLT EIMLEWE VAPae H RRARDER ON WCLL-COT6•ACT® CLEAJ n � � PILL TE1•aTE iREATnHNT eHALL x 4• DORA-CARE ® • A. - 4- CCNC•. REM. W/ 65,6• WUwl4D WLi Q! 6-nIL POLY lTHYLM VAroR -_- ON 6-ML POLY [TH+-LDE VAPOR • e FILL rEr•!TE TREATnBn eHALL se J�. RlT41mlR ON WILL-OOMPdCTlD CLEAN W 6•ML POLY ErIrrLEfE VAPDI6 - IETAImlR d W4L-GQE•AGTCD CLEAN FILL TERMIT! TREATFENT eluLL rL9 RlDAR ONCWWB ;,, B6' re,9 REBNt ONCWp1D—�-4—f ft)'l RIBAR ON CNAIRei_B n p 4. b. b' 4' p{ lI1EAT1'!M Bf WJ. K� 1 fi I RlDM GN GWMD RIDAR W CNAIIFe !a)�RlDARW CWIND m pQ mU GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE TEP—UP 2—STORY L.B.W. SLAB AT GARAGE 1—STORY FOOTING �a1 L B. W. W/ UPLIFT 6 A 2—STORY L B. W. W UPLIFT SCALE: I!2'•1'-0' 6 B L B. W. W NO UPLIFT $GALE: i/2'.I'-0' 6 C W NO UPLIFT WALEt V2'.I'-m' 7 SERVICE DOOR 8 AT GARAGE n, a RlDAR vERrIcaLLr W/ CONC. POUR CELL e• R� CItID 1l16Hi VAREs £ Q 4' CC6C. IEK. W/ 616' WIaMHAO tllll-I ON b-nIL roLY ETHYLENE " c APOR RlTaRDlR oN LLELI.-COFFAGTED CLEAN FlLL ' RHCEpe Fq! lV b RlBAR VlRTICALLY YV CGT]G _—._ PLVR CLLL LGoe NRIArKlJ w-vulree t 1lXiVIQD FNWH L a" � J N' GYP. ILL. DD. m O 1ERMR 1PBAlrDNi 61iALL BE x -- DOI6A-CAR! H 6:RADE _ �bD. TRACK W � b � FN16H RCOR Rl4eB POI[ v m OM6AQE DLVR m O WOOD BA6! O 4 > L ral9 RlBAR Qi CHdIRB ( a' CONC, REK. W/ 6b' WIAXWV1p W1M , -. RJ bH11L POLY ETN1'LEK VAPOR RETAImlR ON LLBLL-CpiPACTlD Q . ° { vARIEe m A COW, REK IW 6W WA)tlWAO Ullti �• 01 •nIL POL ETHYLN! VAPOR �.�'I'T ;[p CLlAN FILL T!1.11T! TRlAIhBNT WdLL L� nn DE DCRA-CARE ° 4 n U ° . 4• CONL.. REK. WI b'.b' Wl4kIW10 LLIII'1 ON - 6•M L POLY HiNYL!!! VAPOR RETARDlR ON WELL -COMPACTED CLEAN FILL TERMITE f V •!-CONr. C RETM®6R QJ LLDLL-COMPACTED CLEAN FILL TBMITC IIW!dE-ENT lWOLLce �'L"C4� > ! _ �u 91�DAR GN CNAMB - iRlA11RN1 "bLLL DH DORA.CAIR L i 4 b r!) T IBSD.Yt QJ CILXFD 2—STORY FOOTING 2—STORY FOOTING �1 AT GARAGE SCALE: �,2•.�'-m• CONCRETE PAD 9 A SLAB AT S.G.D. 10 KALE, r.r.p• GARAGE DOOR FOOTING 11 KALl, Vl'.I'-0' SHOWER RECESS FOOTER 12 eGALE: I'•I'-0' W BLOCK WALL 13 SCALE: IR'• I'-0' --CMLLK YJD 6ldL 9ROIITID DOND Bl.Y1 �_ OAe L6B il!—_-- AREb P!R !LlV. -• �— I j' Pve u[lYl FOR OY LeD 0'-0' FRL RR 10IURIZONTdL R6aR 10' iGOK y TIl —AL RlBAR L 1•�D LMTCL CONY. (rTPJ b' QL ft— CELL r l ® p• OL •RTITCD Dt'aJD DlAM /. lLEV. TO HgDZONTAL l 4II REeAR ]U ID' HOOK - _, L_ ` VAM96 MR LLEV. DAN i _. .PLR Y bt WALL FRdMN6y.- ♦JMXI•ANu+OR earew(„n'%T• -- �WWLL £ p OIWTID DOND DlN1 — J- Te MPL !' D'OBDMCNT w ]'x]'xl,e' WAN•R AND NVT ePALED EDIT FROM RQ^.R TO N ' ' r C __�_ _ - OOIA I.An pET JONTe PIE1016 TO FILLNO (eLEEVED ANCHOR N eOLID PGW! 4CLlPTADL! RCIROFIT) J 6' FND OHABE THR! FOOTNO 1•bTO1F1' rt) 9128AR ON GRATIN z-srpeY ra> 4 REDAR QI LNAIRe _� ' EXT./INT. FRAME WALL TO _ 14 NOT USED 15 BLOCK WALL CONNECTION 16 GAS LINE THRU BLOCK U 91= VERTIC.LLLY OF CGNL se! Er>rICiY GOD! Fp•16 FOR NeW.ATKN R-vALWN °' p'N Le W�DAY 4' GONG REK. W/ i16' WI.IXWIA• WLM 4 CLLdNpR IQG1MaD rqe NEI'EGtIW L - -- d CLlANOIIT REOVIRlD FOR IIlePCCTKN f • I• I°... 4 a�a ON bAYLL POLY CTNTLlIE VAPOR � L tt 1D!idROIR ON W!LL-COIiPAC1CD CLlAN O FlLL 1!1.11T! IRlaIMlNt NLY.L D! � O'-D' FN PLR _ — Jed-D' PM PLR_ Y V 9 RlDdR pfit N e61PKN HIGH b1RWa'RI !FOXY b' BblD. MN, L " _ ' a' GCNC. RlK. WI 61W' WUtOWAO I I{ !]) % IEDAR . 1-•TORT (a) 9 RlDAR 6 t-DTCRY r ONeEX RlDAR TO OC ��° T�a1 -d CCNTNIOVe ,— � f V •D VBM. DOKL LAFTED WI REAM DAT fLLU»I®ARµT GOR11ERp - u O— �A{� - Lb 1' PK f.HAEE THRU !'OOTNQ � r a tE VERTICdL REB,AR 2 TO HORI]LMAL RlDAI! . W 1fDOC � �p iB vlR1Y..AL RlDAR ' 2 101YA•ZONTAL REDAR YV IO' HOOK � �o U WLT W b-M!. POLY ETIIrLBE ~ YlL -C CTW LEY F41 �ATFBNr eHaLL DB a r' eREeO]ELNC6AD 4�,r 2-6 f HORIZONTAL/VERTICAL DORA- nu A -B4' IGFA�4R GN GHAl11B HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH E REINFORCING F BEARING CHANGE S FOOTINGTORY A OMITTED D0 LS B REBAR LAP AT FOOTING CAT LINTEL CORNERS W BLOCK WALL D ALL EXTERIOR FOOTERS AT FINISH SLAB'S TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 A R C N I T E C T 3 1 5 Design Gr ulrnD. 41 N. RONALD KAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 J w y cam, 0 r U m 0 F Ct eTJBD-LOT. SILVERADO LOT #1 BLK #6 PROJWT 04128. 000- 00161 UODM l 4EHB "2605-HAYDEN" OARAOR 8TnXO: RIGHT PAG& MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPH EXP. B P, ARCHITECT- I DATA 10/20/17 OCALR; 1/4"=1'70" wEEmw D1 PRE-ENGINEERED TRUSS 4'-0' MIN, MTS-12 BOTTOM PLATE: 7/16' 05.5. (2) 12d NAILS AT 2X4 EA STUD. BTM. PLATE 2X4 DBL. 70P PLATE 2X4 9tUD 16' O.C. OSB. 1/2' A.B. W/ MIN. i T' EMBEDMENT LOCATE 6'-B' FROM ENDS AND 32' O.C. MAX j TEXTURED FIN18H uj MTS-12 META-K T 32' O.C. MAX B' CMII WALL (2) 12d NAILS WITHIN 4. OF EA PIE -ENGINEERED END 4 (2)12,1 NAILS • 12. Oz- TRUSS MAX IN FIELD. KNEE WALL DETAIL 1 STICK BUILT WALL DETAIL NTb. TO BLOCK SCALE: 1/2'•1'-C' SECURE MIN. BLS (2 PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ BPS' EA. STUD TOP 4 BOTTOM HEADER 2' ANGANCHORB BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. 2X4 SECURED TO GABLE END W/(2)I2deEA. UPRIGHT G OP DOUBLE TOP PLATE DOUBLE CRIPPLE STUDS • i6' OL. MAX PRE-IE TRU09E9 W/T1" GGTANECTCR UP TO �.000 UPLIFT DOUBLE TOP PLATE SECURE 2x TO BLOCK W/ (2) �' iAPCCN9 OR DRIVE PIN (MIN SHANK SIZE .145) • HEADER SIZE PER ►IICGiBT 2X4 SECURED TO $IMP'8ON LSTA-12 a EA JACK SIMPSON MSTA-24 a EA JACK (MIN EMBED. I i') ao O SECURE 2X4 ON FLAT TO BLK R GABLE ENG W/(2N2d SPAN CHART. DOOR/ STUD, BOTH SIDES OF OPENING. 2. STUDS a I6. O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN j• OF WINDOW/ DOOR o�w.� <e• 2x0 STUDS a 16' O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN j• OF WINDOW/ DOOR OPENING AND SECURE PER FASTENER SCHEDULE�_J'O.S.B.SHEATHIW.OR WITHIN 8' OF EACH o. END AND 18' O.C. MAX SPACE' _. W/ CUT NAILS. WINDOW OPENING OPENING AND SECURE PER FASTENER SCHEDULE SIDE or OPENING a EA C Cox PLYWOOD KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY e A TIME. rl NAILS, TWO HMORE UFROM o�wvc. 2.4 BLOCKS �0 - a G SIDES: 2X6 GARAGE DOOR BUCK W/ (3) )S'X8' J-BOLTS 4' EMBEDMENT MIN W/ 2'X2•XY. WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINT$ PRIOR TO FILLING. 1.2X6 PT BLOCK a CENTER OF DOOR HEADER W/(UY4'X8' J-BOLTS 4' EMBEDMENT W/ 2'X2'XI`• WASHER AND NUT NOTES: U] R _ L-90 • GABLE BLOCKING TRUSS 2x4 BLOCKING • EA. RAFTER L-30 EA. RAFTER H2.5 EA RAFTER x4 RAFTER • 24' O.C. 2.4 FRAMING (TYP) r 7 1L _LI L JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12. O.C. STAGGERED BOTTOM PLATER EA FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL, EACH END 2 NOSE THAN TS' O.C. STAGGERED WINDOW BILL W/CRIPPLES I6' oz. ATDM' Of ANCHOR WITNT t' EMBEDMENT AND 2' DIA. WASHER JACK, N MSTAM- P • EA. SPECIFIED AMNCHORS 2X8 P.T. BOTTOM PLATE r+I�casT uu CMU WALL LA 1 _ 1- J _ ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'SINSTALLATION INSTRUCTIONS WHERE SHEATHING T9J5T NOT SUCH INSTRUCTIONS ARE MORE STRINGENT BREAK I'-4' MK FROM 2ND ,- GARAGE DOOR 3 BUCK ATTACHMENT SCALE, I/t'.I'-0' �RAMED OVERHANG 4 N.Tb. TYP. rJ OPENIN EXTERIOR WINDOW DOOR / WD FRAMED W FL00 FLR LINE. TRUSS) 5 WINDOW ® 2—STORY OPENING WALL FRAME SECTION np �J ARCH WINDOW 6 SCALE: I/2'.I'-®• SCALE: IR'•I'-0' o FASTENER SCHEDULE C NOTE: TYP. EM. SHEATHING ATTACHMENT ROOF DIAPHRA63M re any suawc cuv vans • a• or. oP . eorrcn ecGea FOR SWEAR 4 UPLIFT (O.SB. TO BE STRUCTURAL USE 7/16' 098. OR V2' COX PLY WITH'$ RING SWANK CAN NAILS AT 4' O.C. AT GRADE) CONNECTORS FROM STUD 70 PLATE ARE SUPPORTED PANEL EDGES AND % RING SHANK GUN NAILS AT WOO. AT NOT REQUIRED EXCEPT • OPENINGS PIPE-ENG. TRU98 INTERMEDIATE SUPPORTS. SEE DETAIL, DBL- 2X tOP PLATE I I ROOF SHEATHING TOGUNGABLE END FRAME USE 'S GNAILS a 4' OL. F 2X BLOCKING e EXTERIOR SHEATHING TOP OF r USE VI6' O.S.B. OR Vt' PLY WITH '$ RING SHANK GIN NAILS AT 6' O.C. AT PANEL SIDES AND +S RING SHANK GUIN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND % RING SWANK CAN NAILS AT W O.C. AT a °w 7/16' O.S.B. 2X STUDS I6' O.C. MAX. s - INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS 812E HEAD LENGTH DIA. tEN81LE B 8d ROWDJ-IODIFI 2 3/B' .113 170ID00 OR T TJQ�; NAILS TO BE MFG. BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION I. 0113 INGN NOMINAL SWANS DIAMETER AN TOP CORD BLOCKING AT 4' OL. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING 3a 3w o P yy3 p = 9 S 4 E U iP G ;p e •B RI SHANK GUN NAILS MG yy • 6' O.G. M FIELD 3 u' �, 6 p' P 2X STM. PLATE w 3/4' FLOOR DECKING N PIKE rNEFLOOR EiRED 2X4 •TOP 4 m BOTTOM CONY. W/ (5) 12d NAILS HETA-16 BLK WALL 0 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK 7YP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (OSB. TO BE STRUCTURAL GRADE) 2X4X4' SECURE TO TRU9$ W/ 3-12d O.C. MAX TYP. 2. RING DIAMETER OF 0IDY2 OVER SHANK DIAMETER 3, IB TO 20 RINGS PER INCH d. 0280 INCH FULL ROUND HEAD DIAMETER - • s •B 2' DECK SCREWS • b'-S' W/ I/4' GAP FROM BLK TO O.SB. Q HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT, NAIL PATTERN 2X4 SECURE TO 2X4 BLK W!I-0d SECURE TO BLK W/ META-16 S. 2 INCH NAIL LENGTH ROOF 6I4EATNING LAYOUT AND ENDWALL BRACING _ -- BUILDING LENGTH p 3- TYP. V o! rc P OG. MAX -EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED '$HANK TO EXTEND BEYOND' TNIOQJESS OF SUB -FLOOR SHEATHING O REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. OF WOOD FRAMED WALL O BE STAGGERED D MINN.. OF 16' FROM SWEET BELOW ® INSTALL ALL SHEET$ WFACE GRAN PARALLEL 70 STUDS EXT. 9HEATNNJG ATTACHMENT 2'- EXTEN ION ®0 SERVICE DR. 8 NOT USED FOR GABLE END FRAMING FOR WALL SHEATHING (065 TO STRUCTURAL GRADE) BE EXT. WALL SHEATHING 7 SCALE: 12'•I'-0' TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 9 SCALE: V2'•1'-0' A H C N I T E C T E 6 Design Grou i�.. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-7744078 www.a bdesigngroup.com AA #: 0003326 W y W r; .y- O y4 hW O F OF V 9 DIV 4Te LOT: SILVERADO LOT #1 BLK #6 P1o:ww" 04128.000-00161 ][ODEIe 4EHB "2605-HAYDEN" G►ARAOZ OTRDM: RIGHT PAO& MISC. DETAILS 150 MPH EXP. B Of DA'M 10/20/17 OCA M 1/4"=1'-0" 8� D2 FIBERGLASS SHINGLES OVER 630 FELT PAPER INSTALLED PER FBCR R9052.1 ON �,' O.S.S. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS �.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRU55 PLAN %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY WOOD CONSTRUCTIC TEE ENERGY CODE FORMS ;OR INSULATION R-VALUES ' GYPSUM BOARD OR j' HIG TRENGTH CLG. BOARD :ONC. FILLED LINTEL ELK W/ 1) "5 REBAR CONTINUOUS 'RECAST LINTEL 'EE ENERGY CODE FORMS OR INSULATION R-vALUES IINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (I) 05 REBAR VERTICALLY W/ CONC, POURED CELL Ix2 P.T. FURRING STRIPS a 16' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1—STORY 1 BLOCK WALL mw OS.B. OR }' CDX TYVEK BUILDING WRAP FORTIFIBER SLOG PAP GALV'D MTL. LATH 1/8' TEXTURED FINISH o WOOD Ys' TO % MID WALL WEEP SCREED Z(L 1_ J -8' CMU -5/8' TEXTURED FINISH a MASONRY WEEP SCREED DETAIL C WOOD TO SCALE: FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR "0521 ON 16' O.S.B. SHEATHING OR 1, CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK (SEE SEALED TRUSS ENG. FOR SIZE 4 CONDITION.) O.S.B. SHEATHING OR j' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 115' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D" PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED (SEE DETAIL 2) SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 8' O.G. MAX 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRA IS PRESENT PRE-ENG GABLE TRUSS 2x4 NAILER CONT. 2x4 RAT RUN SECURE m" W/ (2) 12d's a EACH TRUSS TYR TO BE INSTALLED a MID. o. — POINT OF TRUSS SPAN, OR 10'-O' O.C. MAX. SECURE 2x6 PT, PLATE TO BLK W/ }'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. e 32' OC MAX. %' THICK, 3 COAT PORTLAND CEMENT �' d PLASTER APPLIED W L DIRECTLY TO MASONRY mo B' CMU V DRYWALL I'X4' OR I'X2• P.T. NAILER P.T. OR MIN. BEG URE ❑ THRU THFRAME 1 EXTEND I-Y.' E INTO BLOCK W/ 3{.' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE 146 HEA MN D SIZE ° 0 ❑ MIN EMBEDMENT 1-Al WITHIN a. OF EACH END 1 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y) DOOR JAMB TO BLOCK +3/4 OR +5/4 �1 WINDOW TO BLOCK +3/4 OR +5/4 SCALE: 2X4: 10 SECURE TO BLOCK UY i(1• TAPCONB OR DRIVE PIN (MIN. SHANK SIZE .10 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y•) WITHIN $' OF EACH END 1 IS' D.C. MAX 9PACMG. 2X6: clim SECURE TO BLOCK Ill//-%' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIL HEAD SIZE 300 MIN. EMBEDMENT I Y') WITHIN S' OF EACH END 1 B' OZ. MAX SPACING.*I'X4' S, CMIJ 2X8: C� DRYWALL SECURE TO BLOCK W/2 iAPCON9 OR DRIVE PINIh' OR 1'-' P.T. NAILER MIN, SHAW SIZE .W6DOOR CABMfiMR HEAD SIZE 300'DOOR JAMB OR WINDOW MIN. EMBEDMENT I S WITHIN S' OF EACH END / ATTACH TO 2X PER IB' OL. MAX SPACING. MANFACTUREB DETAILS. 1—STORY GABLE �A BLOCK WALL SCALE: 3/4'-1'-0' SEE ENERGY CODE FORMS FOR INSULATION R-VALUES i' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK I (1) 15 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) S REBAR VERTICALLY W/ CONC, POURED CELL Ix2 P.T, FURRING STRIPS a I6' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 2x4: CM SECURE TO BLOCK W( 36- TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN HEAD SIZE 900 MR EMBEDMENT I Y') WITHIN S' OF EACH END / 18' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/2-36 TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X "AT BE ON OUTSIDE 1 SECURED (MIK SHANK SIZE .145 THROUGH NON-07111UCTIIRAL MIL HEAD SIZE JIM 3{>' TAPCON MN I-Y.' MM. EMBEDMENT I Y') EMBEDMENT INTO BLOCK WITHIN S' OF EACH END / e• Cm k:V B' OC. MAX SPACING. DRYWALL 2XS: ® I'X4. OR I•X2' P.T. NAILER SECURE TO BLOCK W/1-3f�' TAPCONB oR DRIVE PM �' Obd X 4' MIN. (MIK SHANK SIZE .HS DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I )W) DOOR JAMB OR WINDOW WITHIN S' OF EACH END 1 ATTACH TO 2X PER B' OC. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15/16" SCALE: 2x4: CM SECURE TO BLOCK W1 3L• TAPCONB OR DRIVE PIN (MIN. SHANK SIZE ,I45 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y') WITHN 8' OF EACH END 1 I8' O.G. MAX SPACING 2X6: cm SECURE TO BLOCK Ul l- , NOTE: STRUCTURAL 2X MUST TAPCCNS OR DRIVE PM ❑ BE ON OUTSIDE / SECURED (MIN. SWANK SIZE J45 THROUGH NON-STAUCTURAL MIN HEAD 812E 300 %' TAPCON MN. 1-Y' MIN. EMBEDMENT Ow) EMBEDMENT INTO ESLOCK WITHIN 8. O° EACH END / B. CMIJ B' O.C. MAX SPACING. K' DRYWALL 2xS: ® SECURE TO BLOCK W/2-V I'X4. OR 1•X2' P.T. NAILER TAPCONB OR DRIVE PM I' P.T. X 4' MIN. (MIN 9HANK 812E .141 DOOR CASING MkHEAD SIZE 300 DOOR JAMD OR WINDOW MIN EMBEDMENT IV) ATTACH TO 2x PER WRHN It OF EACH END 1 HANUFACTUREB DETAILS. NOTE: 8HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) NOT& SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEEDV• ���NOT USED DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" %� WINDOW TO BLOCK +1-1/2" �� WINDOW TO BLOCK +2 i/4 B SCALE: 1,0,-0' D SCALE: I'.P-0' FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN OVER 030 FELT PAPER TRUSSES WHERE 'X' BRACING INSTALLED PER FBCR IS PRESENT R9052.1 ON �,' O.-Se. SHEATHING OR I' CDX PRE-ENG GABLE TRUSS PLYWOOD SECURED PER FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ (2) P.T. Ix2 W/ MTL. DRIP EDGEJ 12d's a EACH TRUSS 2x4 OR 2x6 SUB -BAND m. TO BE INSTALLED a MID. POINT OF PER ELEVATIONS TYP. TRUSS SPAN, OR 10'-0' O.C. MAX. VENTED ALUM. SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-vALUES STIFFBACK (SEE SEALED I' GYPSUM BOARD OR TRUSS ENG. FOR SIZE E HIGH STRENGTH CL(S. CONDITION.) BOARD O.S.B. SHEATHING OR }' 2x4 NAILER CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE 2x4 a 24' O.C. a INTERIOR ON SHEET D5 KNEE WALL 1/6' THICK, 3 COAT CONC. FILLED LINTEL BLK W/ PORTLAND CEMENT PLASTER (1) 115 REBAR CONTINUOUS OVER EXPANDED GALV E) METAL LATH ON FORTIFIBER PRECAST LINTEL X JGRADE WINDOW ATTACHMENT AS PAPER OVER TYVEK PAPER PER MANUFACTURES BUILDING WRAP (REFER TO SPECIFICATIONS STUCCO SPECS FOR COMPLETE INFORMATION) PRECAST SILL WEEP SCREED (1) 05 REBAR VERTICALLY (SEE DETAIL 2) W/ CONC, POURED CELL SECURE GABLE TO 2x6 P.T. Ix2 P.T. FURRING STRIPS PLATE W/ 12d's 8' O.C. MAX 16, O.G. SECURE 2x6 PT. PLATE TO BLK W/ }'x9' ANCHOR BOLT 8' CMU W/ 2' WASHER SET IN SIMPSON 1/2' GYP. WL. BD. HIGH STRENGTH EPDXY 7' 1 WOOD BASE EMBED. MIN. a 32' Or- MAX. %' THICK, 3 COAT PORTLAND CEMENT 1 as PLASTER APPLIED 1 DIRECTLY TO MASONRY w L z� �o 1—STORY GABLE W/ VAULT CLG. Uj—pB—� BLOCK WALL SCALE: 3/4' =1'-O' 2x4: 0M SECURE TO BLOCK W/ TAPOONS OR DRIVE PM (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT IV) THIN 8' OF EACH END 1 to O.C. MAX SPACING. 2X6, CEO SECURE TO BLOCK W/ta(.' (APCONs OR DRIVE PM NOTE: 9TRU2X HUST (MIN. SHANK SIZE OUTSIDE 4 ON OUTSIDE /SECURED RED MM. HEAD 912E 300 0 TW THRIX(3H NON-STRUCTURAL MIN. EMBEDMENT I V) WITHIN 8' OF EACH END 1 34' TAFCON MR I-Y' EMBEDMENT INTO BLOCK IB' O.C. MAX SPACIN,. B Q„ 2XS, ® K' DRYWALL SELRE TO BLOCK WR-3fi' TAPCONS OR DRIVE PIN 1'X4' OR I'-' P.T. NAILER (MIL SHAW, SIZE J45 DOOR CASING MIN HEAD SIZE 3CO DOOR JAMB OR WINDOW MIN EMBEDMENT I EN ATTACH TO 2X PER WITHIN e' OF EACH END 1 S. O.C. MAX B,ACW MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4' ) DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" SCALE: 2X4: CM SECURE TO BLOCK UP 3(H' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .1411 MIN. HEAD 812.E 300 MIN. EMBEDMENT I Y•) WITHIN S' OF EACH END / B' O.C. MAX BPACMG NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 1 SECURED 2x6: ® THROUGH NON-STRUCTURAL %' TAPCON MIN. I-Y- 9ECURE TO BLOCK UI/1-i(.' M 1APCONB OR DRIVE PI; ❑ EMBEDMENT INTO BLOCK (MIN. SHANK SIZE J49 8' CMpI MIN HEAD SIZE 300 Y' DRYWALL MIL EMBEDMENT I Y.•) WITHIN 8' OF EACH END 1 I'X4' CR 1'X2' P.T. NAILER 16' O.C. MAX BPACNGM. 2ND 2X SECURE TO 2X8: ® f4MIN. STRUCTURAL MEMBER Wl(2A2a 9ECIIRE t0 %OCK W/1-3y' WITHIN B' OF EACH END / 6' TAPCONS OR DRIVE PIN TO B' O.C. MAX MIN. SHAW 812E JAS DOOR C46ING MEAD SIZE 900 DOOR JAMB OR WNIDOW MIR EMBEDMENT I Y.'1 ATTACH TO 2X PER 16' O 8' MAXEACH END 1 b' O.C. X SPACING MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)5') DOOR JAMB TO BLOCK +3" %1 WINDOW TO BLOCK +3" JSCALE: I'.I•_0• NOTE: PER FBCR 8052.1 - FOR ROOF SLOPES 2:12 TO LE55 THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED, FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 48613 TYPE IV, OR ASTM D 6151 2X4, CM SECURE TO BLOCK WAY TAPCONS OR DRIVE PM (MIN. SWANK SIZE 345 MIL HEAD SIZE 300 MN EMBEDMENT I Yj') WITHIN 8' OF EACH END 1 18. O.C. MAX SPAONG. SE ® SECURE TO BLOCK WPIN NOTE: STRUCTURAL 2X MUST DRIVE PM BE ON OUTSIDE 1 SECURED (MPCON8 K (MINI A SIZE .145 THIEOYH NON-STRUCTURAL MIN HEAD 812E 300 E S N HIN I-B MM. EMBEDMENT IY,') EMBEDMENT INTO BLOCK EMBEDMENT WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 6• CfMl/ 2X8, C� K• DRYWALL SECURE TO BLOCK W/1-1/4' I'X4' OR 1-,4' P.T. NAILER TAPCONB OR DRIVE PIN k.' O.SB. X 4' MIN (MIN. SHANK SIZE .145 MIN HEAD 812E 300 DOOR CABBY MIN EMBEDMENT WITHIN 8' OF EACHI END 1 DOOR JAMB OR WINDOW ATTACH TO 2X PER IS. OC. MAX SPACNG.. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.') DOOR JAMB TO BLOCK +3-7/16" G WINDOW TO BLOCK +3-7 16" SCALE: 1'.1'•0' 2X4: CM SECURE TO BLOCK Wb.' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIN EMBEDMENT I Y') WITHIN 8' OF EACH END 1 IB' O.C. MAX SPACING. 2X6: CEO BE RE TO BLOCK W/1-114' TAPCONS OR DRIVE PM NOTE, STRUCTURAL 2X -ST (MIN. SHANK SIZE .145 BE ON OUTSIDE / SECURED MR HEAD SIZE 300 THROYaH NON-STRUCTURAL MM. EMBEDMENT I Y:) V TAP -CON MIN. I-Y' WITHIN 8' OF EACH END 1 EMBEDMENT NTO BLOCK IS Cr— MAX SPACING. B' CMU 2X8: C = V DRYWALL SECURE TO BLOCK W/1-U4' TAPCONS OR DRIVE PIN I'-' OR I'-* P.T. NAILER (MIN SHANK SIZE J45 X 4' MN. MIN. HEAD SIZE 300 DOOR GAGING MIN EMBEDMENT I Y.'1 WITHIN S' OF EACH END 4 DOOR JAMB OR WINDOW IS• O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W) DOOR JAMB TO BLOCK +3 3/4" Tj�WINDOW TO BLOCK +3 3/4" SCALE: V-P-0' s 0 11 1Tr . 0 re L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.a DdBalgngroup.00m AA S: 0003325 n z a a 0 0 F 0 3 BVSD2V. 8. LOT: SILVERADO LOT #1 BLK #6 Irnojmw 04128.000-00161 UO3D= : 4EHB "2605—HAYDEN" GARAGE Bwsria: RIGHT PAGIM MONOLITHIC 1—STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCHITECT: STATE OF ELMA DwR 10/20/17 BCAIM 1/4"=1'-0" BlimmT D 3 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R'305.2.1 ON I,' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUS -BAND PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5. 1/S' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYvEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. 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 RIBBON W/ (5) 12d NAILS m EACH TRUSS. BTM. RIBBON TO BE P.T, - WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/TRUSS PLAN THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY FIRST FLOOR BLOCK SECOND 1 FLOOR FRAME SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD TWIST STRAP VERIFY W/ TRUSS PLAN WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS m 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.) R' GYPSUM BOARD OR J- HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (U S REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U M5 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS m 16' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RS052.1 ON 1,' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUS -SAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK (SEE SEALED TRUSS ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ i'x6' THRU-BOLTS m 32' O.C, MAX THEN SECURE GABLE TO 2x4 PLATE W/ 126's 8' O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON WTC4 m 24' D.C. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS re 0.5.B. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 -1/8" THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 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 RIBBON W/ (5) 12d NAILS m EACH TRUSS. BTM. RIBBON TO BE P.T. WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY GABLE FIRST FLOOR BLOCK SECOND 1A FLOOR FRAME za SCALE: 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT PRE -ENS GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's m EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS m 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-vALUES J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) 1' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD CONC, FILLED LINTEL BLK W/ (1) S REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS m 16, O.C. 8" GMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R005.2.1 ON J' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT 1,0000 UPLIFT - CONNECTOR 2x8 SYP "2 - DBL TOP PLATE WALL SHEATHING 2x8 SYP •2 — WOOD STUDS AT 12' D.C. MAX 2x8 P.T. SYP 02 SOLE PLATE "5 REBAR 0 16' O.G. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN. SEE ENERGY CODE FORMS FOR INSULATION R-vALUES z w E Q-. WALL L , SECTION - WOOD FRAME TO 1B LOCK WALL SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 1' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD SIMPSON SP2 m EA. 2X8 STUD }" DRY WALL " DIA ANCHOR BOLT AT I6' D.C. MAX WITH -I' EMBEDMENT AND 2' DIA. WASHER SIMPSON BPI - EA. 2X8 STUD �-(1) COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (1) S REBAR HORIZONTALLY PRECAST LINTEL 11 WINDOW ATTACHMENT AS PER MANUFACTURES 71 SPEC IF ICAT IONS PRECAST SILL Ix2 P.T. FURRING STRIPS m 16' O.C. 8' CMU 1/2' GYP. WL. BD. (1) 04 CONTINUOUS REBAR WOOD BASE •4 REBAR 46' LONG D.G., MIN, 24'' IN SLAB 4' CONC., REINF. W/ 6'x6' WI.4XWI.40 WWM ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE (3) S REBAR ON CHAIRS 2x STUDS m ib' O.G. MAX UP INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ' T a G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PLYD.SW.00D. ATTACHED PERB. SHEATHING OR }' CDX FASTENER SCHEDULE ON SWEET D5 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER ON FORTIFIBER JUMBOTEXL LATH GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO 2x STUDS m 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 NOTE: PER FBCR 9052.1 -FOR ROOF SLOPES 2:12 70 LESS THAN 4:12, A l2I LAYER UNDERLAI MENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 1I, ASTM D 486S TYPE I V, OR ASTM D 6151 EXTERIOR WALL STUDS (WALL SNEATNMG NOT SNOIIN FOR CLARITT') FASTEN STUDS TO BLOCK WALL FAINN ST 48 STRAP erEA LISP INSTALL STRAP • EA. END (uxo) A SPACE .11 MPPA�FO FOLLOWS: PLACE eTRA =85PACED AND FASTENED AS SHOWN WITH ONE ADDITIONAL STRAP AT EACH WINDOW KING. STUD -- MIN rm) Iod COt-n NAILS INTO STUD/0.46 DIA X I IQ' 3/4" T 4 G SUBFLOOR GLUED STUCCO SPECS FOR COMPLETE AND SCREWED AS PER -KmMPH'C' 3'Or— Lo"G' INFORMATION) FASTENER SCHEDULE ON 0MPH' ' e•ao 2x4 CONT. m TOP AND BT. OF SHEET D2 TOP OF STUD WALL FLR TRUSS (TOP 2x4 SUPPORTS WOLIE PLATE -- BT PLATE OF 2ND FLR, BTM. 2x4 FLL ALL REMAINING 8TR4P NAILS INTO PRE-ENG FLOOR TRUSS IS FOR WALL SHEATHING NAILER) PRE-ENG FLOOR TRUSS FASTEN EACH 2X4 RIBBON W/ v WOOD B�I� FASTEN EACH 2X4 RIBBON W/ (5) (5) 12d NAILS m EACH TRUSS, m DO NOT PLACE SCREW IN SIMPSON HETA-16 EMBED.' 126 NAILS m EACH TRUSS. BTM. GYPSUM BOARD OR }� BTM. RIBBON TO BE P.T, TOP OF: - � roP HOLE NEAREST To TOP STRAP m 32' O.C. MAX VERIFY W/ TRUSS PLAN RIBBON TO BE P.T. WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.)_ ndsoNl¢r WALL oI OF CMU BLOCK WALL CONI` cm BOTTOM OF 9rlso BLOCK WALL GYPSUM BOARD OR }' (SEE DETAIL 2/D3) EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK W/ __w4 LTAPco+MASONRr HIGH STRENGTH CLG. BOARD W/ TRUSS PLAN CU'5 REBAR CONTINUOUS CONC. FILLED LINTEL BLK W/ crusLoacwALL SCREWS I� 5/s' THICK, 3 COAT PORTLAND (I) 05 REBAR CONTINUOUS -71 IF — CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RIBBON EXTERIOR STUD WALL CONNECTION FLOOR CONNECTION AT PARALLEL/ FASTENING DETAIL TO FIRST FLOOR MASONRY WALL 2 PERPENDICULAR PRE-ENG FLOOR TRUSS �A SCALE: 3/4'=I'-0' `� SCwE'NTS SCALE: 3/4' = I' - 0' A R C N I T E C T R 6 Design Grou 1nr. 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.e bdesigngroup.com AA.000332b w z 0 a 0 F 0 V L IV. a L01.VERADO OT #1 LK #6 1# 04128.000-00161 MoDzu 4EHB "2605-HAYDEN" GA1iAZIC 81/WO: RIGHT PAGL: MONOLITHIC 2-STORY WALL SECTIONS & NOTES 150 MPH EXP. B i t OF, DA 10/20/17 SCALB: 1 /4"=1' - 0" 8i1m= D4 PRECAST HEADEWM6J) 2 X 4 (MIN 2 X 3) 1-3n6 TAPCON OR DRIVE PM MIN 6HANK SIZE.I4S MIN HEAD SIZE 300 MIN EMBEDMENT I 1/4') S' FROM EACH END AND IS' OZ. MAX. MIN 1. 1/4'EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 T4PCGN OR DRIVE PM (MIN 9 4AW SIZE. MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4-)S' FROM EACH END AND b' OZ MAX. MIN 1-1/4, EMSEDMENT 7 X 8 MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.K3 MIN HEAD SIZE 300 2X4 SOLID BLOCKING MIN EMBEDMENT 11/4') SECURE TO 614EATHINO W/ VCMU S' FROM EACH END AND IS. MIK 2-aPER BLK EA. END d OC. MAX. MIN 1-1/4' EMBEDMENT 1/16. O9B 64-EATHMG WALL ARCHWAY DETAIL �116" AND UNDER 1 SCALE: I2'•I'-0' DBL. TOP PLATE 2X4 IS- OZ. MAX SECURE 2X4 UV 2-6' TAPCONS OR DRIVE PIN MW S A K SIZE .HS MIN, HEAD SIZE 300 MIN, S"ESEDMEM I Y' TWIN 9' EA END NOT TO EXCEED S' OZ. MAX 2X4 SOLIC BLOCKING SECURE TO SHEATHING WITH Mitt 2-12d PER SILK EA END EXTERIOR ARCHWAY PRECASTHEiADEWMN) 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PM (MIN SHANK SIZE.145 MINT HEAD SIZE 300 DBL. TOP PLATE MIN EMBEDMENT I V4') 2X4 I6' O.C. MAX. e' FROM EACH END AND IS- SECIM 2X4 TO 0000 W2-12d • 6'-S' OZ MAX MN 1-1/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON O.C. STAGGERED OR DRIVE PIN (MIN SHANK SIZE.145 — MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 SECURE 2X4 W/ 2-V S' FROM EACH END AND IS' TA'PCONB OR DRIVE OC. MAX MIN I-V4' EMSEDMENT PIN (MIN.(MIN.SHANK SIZE 2 X 6 (MIN2 X 3) 7-3/16 TAPCCN .145 MIK HEAD SIZE 300 MR OR DRIVE PIN MIN SHANK SIZE.145 EMBEDMENT EN )NOT O MN HEAD SIZE 1/THING - EA. ARCHWAY MN EMBEDMENT 1114')� X4 IS- C, MAX. EXCEED IS,, D.C. S' FROM EACH END AND IS' (WHEN OVER IS' M NEGHTJ MAX ST. PLATE OZ. MAX. MM I-V4' EMBEDMENT 2X4 SOLID BLOCKING — 2X4 SOLD SECURE TO SHEATHING W/ SLOCKING SECURE TO 9NEATHINKa WITH 1/2' PLYWOOD OR T/IS' Ob$ MIN. 2-12d PER BLK EA END MIN. 2.12d PER BLK. EA END EXTERIOR ARCHWAY � SCALE: 12'•1'-0' 0 1�W OAS. OR)y PLYWOOD SHEATHING O -0 BLDG. FELT Q3 24. WIDE 26 GA. GALVANIZED METAL PLASHING O MUST ADD D1910, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. ® FBERGLA98 6HINGLES TRum SIMPSON I/2' CLG. BOARD 4 TEXT. SP4 32' SIMPSON SP4 2X4 DBL. TOP PLATE O.C. • 32' OZ. 1/2 DRYWALL 2X4 WOOD STUDS 016' OZ, URO. ON TRUSS PLAN 2X4 CONY. STRESS BLOCKING MID -WALL 2X4 PT, PLATE SIMPSCN SP4 32' OZ. MAX I2'XS' AS. 32. O.C. l' EMBEDMENT CONC. SLAB 2 SL CONT. i-STORY INT. BEARING WALL 9CALH+ I2'•I'•0' T. FOR WALLS WINO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. 2.4 CONTINOUS STRESS BLOCKING MID WALL 2.4 STUDS • I6' OZ. MAX, U.0J1 j' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE ST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 • 32' OC. MAX PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE 2x4 CONTINOUS STRESS BLOCKING MID WALL 2x4 STUDS • 16' OZ. MAX, U.ON. I2' GYP. WL. BD. SECURE ST. PLATE TO SLAT W/ J'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HGH STRENGTH EPDXY 1' EMSED. MIK SIMPSON 6P4 • 32' O.G. MA 8 INT. 2-STORY LB.W. SCALE: I2' • I'-0' ARC11WAY DETAIL 4 1, AND UP SCALE, I!J'•1'-0' PRE -ENO TRUSSES OR CONY. FRAMED RAFTERS j' ObB. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 2x4 BLOCKING UNDER WALL STUDS SCORE BETWEEN TRUSS BAYS W/ 13) 12d'. EACH END 2x DOUBLE TOP PLATE STUDS • 16' OZ. MTS-12 • EVER STUD 2X4 ST. PLATE DORMER 9 ATTACHMENT SCALE. I2'•I'-0' DBL. TOP PLATE SECURE 2 X RIP TO FIT W2-I3dS 6'-S' O.C. MAX. 1/8' TEXTURED FINISH 1/16' OSS SHEATHING 2 X 4 16. OZ. MAX (WEN OVER 16' IN HIEGHTJ 2 X 4 (WEN OVER 16' IN HIEGHTJ VA' TEMPERED MASONITE GLUE 4 NAIL W/Sd'S S'-I2' O.C. IF NEEDED. 2 X SOLID BLK'G - ARCH SECURE W/2-126 EACH END —MTL WDW FRAME +40TE, NO GAP • UD1W FRAME TO EXCEED V4' ARCHWAY DETAIL �A CUTAWAY 2 X 4 (MIN 2 X 3) 1-3/I6 TAPCCN OR DRIVE PIN (MIN SHANK 61ZE.140 MIN HEAD SIZE 300 MIN EMBEDMENT 11/41) S' FROM EACH END AND IS' EXISTING SLK ASV. OZ. MAX. MIN I-V4' EMBEDMENT V4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2.3/I6 TAPCON 1/S' TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 1/16' 096 SHEATHING MIN EMBEDMENT 1 1147 S' FROM EACH END AND S' 7 X 4 IS' OZ. MAX OZ. MAX. MIN 1-114' EMBEDMENT 2 X 4 OVER 16' IN HEIGHT.) 7 X d (WHEN OVER 16'2 X 9 (MIN 2 X 3) 2.3/16 TAPCON 16' INHEGHITJ OR DRIVE PM (MIN SHANK SIZE.149 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4')SECURE 2 X SOLID DLKG ARICW W/1-Qd EACH END S' FROM EACH END AND S' ATTAC 4-ZW PER OZ. MAX MIN 1-114' EMBEDMENT MANUFACTURER* 6PEC5. MTL UDW FRAME 1/4' TEMPERED MA6CNITE 4JOTE: NO GAP WDW FRAME GLUE 4 NAIL W/Sd'S S'-IY OZ. TO EXCEED 1/4' F NEEDED. ARCHWAY DETAIL CUTAWAY SCALE: 12'•I'-0' ROOF TRUSS UPLIFT CONNECTOR NOT SHOWN FOR CLARITY (SEE SHOP DUU35.) EXTERIOR WALL SHEATHING (SEE NOTES) FASTEN EACH STUD TO DBL. TOP PLATE W/ USP SPT24 NAIL 1 PER MANUF. SPECS. SECTION AT TOP OF EXTERIOR WALL 6 SCALE: NTS ASPHALT SHNGLES OVER W FELT ON 1/16' O.SS. PRE-ENG GABLE TRUSS a" 9TIFFE (SEE SEALD ENO. PACK FOR SIZE 4 CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT `CONT. 2,4 9PF RAT RW ' SECURED W/ (2) 12d4 • EACH TRUSS, (2) 2.4 2 S.YP. DIAGONAL BRACE W/ (3) 12d'• • EACH TRUSS (DIAGONAL X-BRACING TO COVER 5-TRUSSES I' GYPSIUM BOARD OR 1.' NIGH STRENGTH CLG, NOTE: BOARD DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE • ANY SPAN 5'-0' OR GRATER REFER TO TRUSS ENO. FOR ADDITIONAL HORIZONTAL TRUES REINFORCEMENT. 0'-0' TO 30'-0' (U X-BRACE 30'-I' TO 60'-0' (3) X-BRACE (U X-BRACE • CENTER AND (21 BRACE DIVIDED EGUALY FROM CENTER TO END 10 GABLE X-BRACING SCALE: V2'•I'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN (3) 12d NAILS OR MIK (4) 10d GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS Ix8 NAILER SECURE TO TRUSSES BELOW W (2) 12d NAILS OR (3) I0d GUN NAILS • EA. TRUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP ROOF DECKING OVER PRE-ENG TRUSSES PRE -ENO. TRUa9 10 CONV. FRAMED ROOF SCALE: V2'.I'-®• 0'-0' TO 30'-0' (V 'X' BRACE 30'-1' TO 60'-C' (3)'X' BRACE 0 'X' BRACE • CENTER) (2 'X' BRACE DIVIDED EOUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER -� •30 FELT ON 1/16' Ob15. (2) 2X4.2 SYP DIAGONAIL BRACE W/ 3-12d a EA TRJSS ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING W4ERE 'X' BRACING 1S PRESENT (2) 10d NAILS EA END TO TRUSS OPF STIFFSACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) coMlraol-I 1/I6' OSB SHEATHING TRJSS 24' 04:. USE Sd NAILS AT 4' 04:. EDGE 4 6' — FIELD g qG y 1/2' CLG. BOARD OR 81�M 3F'80N TO H9TA 24 92'OOt MAX. TRUSS W/ (2)�d �EA. tR1198 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. SHEATHING NAILING TO BE 6' OZ, INFIELD DSL TOP PLATE 4. O.C.-ALL EDGES W/ed NAILS 2X4 STUD 16' OC. MAX. n2-STORY GABLE END CROSS BRACING SCALE: • Ins UPLIFT aIMPSOM HT&ZO W/10 10d TO TRUSS AND (4) I/A' x 2 114' TAPC4048 TO CONT POURED LINTEL • 2350 UPLIFT (2) SIMP90M HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WAO 10d TO TRUSS AND (4) 1/4' x 2 1/4. TAPCONS TO CONT -POURED LINTEL TRJSS BOND BEAM 9 USS ANCHOR RETROF T N.Tb. 12 ° _Z FINISH e LANDING—�F 3/4' PLYWOOD F.F. CL z DBL 27ro— _— - — l 36" MIN. F'M5- 3/4' PLYWOOD WITH LANDING DETAIL 4 12-D COMMONS WINDER DETAIL NAILED THRU 3/4' FINISH o LANDING PLYWOOD INTO 3/4' PLYWOOD F.F. EACH STRINGER LESS THAN 4' TYP. 3-2x12 SYP STRINGER DBL 2XI2 2XI2 TREAD ETWEEN SPINDLES REINFORCED W/2X4 SPFOR CUT TO FIT JOIST W/CONT. BEAD OF IXS RISER SUB -FLOOR ADHESIVE PL-400 OR SIMILAR w z HAND RAIL EA HORIZONTAL RUN s SECURE TREADS TO STRINGER W/(3)S 3' SCREWS 0 EASTRINGER, UNTHREADED SHANK 1/2' DRYWALL TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING IXIO TRIMNOTE: ' NOSING TYP. SNAILS= STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014)(3) lOd GUTMIN. TREAD 10', MAX. RISER-1-3/4'3/16'MAX. VARIATION IN RISERS/TREADS Q ADJACENT TO EACH OTHER SLEEPER INv SLAB 3/6' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 13/4' +-I/4' OR PROVIDE EQUIVALENT GRASPABILITY 3 STAIR SECTION DETAILS WINDERS- MIN. 6' WIDE 0 NARROW END MIN. 11' WIDTH 6 12' FROM NARROW END 34' MIN. HANDRAIL HGT. a s 0 Y o r e 4• v a 6 Design Grou E. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407.7744078 www.abdesigngroup.com AA 7h. 0003325 F W y U W O Ka O F O summ d0 74ol SILVERADO LOT #1 BLK #6 PROJM 04128.00 -00161 mono 4EHB "2605-HAYDEN" GARAGM NWIING: RIGHT PAGIM MISC. DETAILS 150 MPH EXP. B Nk ARCHMECT: STATE OF FLORIDA r10/20/17 1/4"=V-0" PRODUCT APPROVAL LISTING -SHINGLES -STANDARD PRODUCT APPROVAL LISTING - EXPIRATION DATE FL 10446-R4 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10447-R3 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10456-R3 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 17236-112 USP STRUCTURAL CONNECTORS STRUCT ODMP. 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 CONNECTORS 2014 FBCR 12/31/2020 FL 7473-R6 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR 12/31/2018 FL 12019-R5 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR 3/2/2020 FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR 7/31/2019 FL 14039-R2 PLYGEM SINGLE HUNG 2014 FBCR 7/31/2019 FL 14634-R2 PLYGEM SLIDING GLASS DOOR 2014 FBCR 7/31/2019 FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR 7/31/2019 FL 14253-R3 PLYGEM FIXED GLASS 2014 FBCR 7/31/2019 FL 15217-114 MI WINDOWS & DOORS SINGLE HUNG 2014 FBCR 12/31/2017 FL 13349-R4 MI WINDOWS & DOORS SLIDING GLASS DOOR 2014 FBCR 12/31/2017 FL 15333-112 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 5678-113 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5684-R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 15279-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5891-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR 12/31/2018 FL 10758-116 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR 04/13/2018 FL 10477-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13192-114 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13223-R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13265-R2 FL 4103-R8 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR 12/31/2018 FL 7006-119 IKO SHINGLES 30 YEAR 2014 FBCR 9/6/2021 FL 158-R8 CASTCRETE STRUCTURAL LINTELS 2014 FBCR 9/11/2018 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM ail W W W.FLORIDAB UILDING.ORG CONTROL DATE: 09/26/201 ARC N I T R C T E 1 5 Design Grou .n�. WIN. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 A E ro 0 0 Ia sysDiv. as 7.01' SILVERADO LOT #1 BLK #6 P1tww" 04128.000-00161 IaODSL,: 4EHB "2605-HAYDEN" GA AGN B'WMG: RIGHT PAOs: PRODUCT APPROVAL 150 MPHIEXP. B TM I 10/20/17 sCALs: 1/4"=l'-O" sign= D6 A R C N IT E C T 8 PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH • S' O.C. MAX (VERTd.. NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES UU ". LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION —� FASTENERS TO BE SPACED—? • 1' O.C. MAX VERTICALLY TI D I GAP MN1 I b' TO D' i' THICK 3 COAT CEMENT PLASTER WRB LAYER -22, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED -I' (VERTJ O.C. MAX AT SUPPORTS WRIS LATER -1, STUCCO WRAP WOOD SHEATHING CONTROL INTO BUT SHALL STOPPED AND IED AT EACH SIDE PROy1DE 2X4 BLOCKING R ASTM CI063 >�' .10,1A PLACED FLAT MAX. 6' TO S' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON FASTENERS FOR LATH TO BE NAILS O\R �. i / STRUCTURAL STUD TAPLES IN COMPLIANCE W) ASTM C1063 WIRE TIES TO BE (NO. 18) 0.0415' WIRE / . BLOCKING 814OWN MAY Be IN ADDITI \ O WALL STUDS REOUIRED PER PLAN ,i z�7, M--177 I O"M" TYPE CONTROL JOINT OL TOLD elIYRD . P'f. A ®FOLD I, OL FOLD RelN11D • M. A 2 CREADE . PT. D FOLD As O 11. F.111At® • O L FOLD IWtbl®• PT. A Pt. a 2 CREADE • PT. D P. CIIEADE • n. e D. aaAeE . Pr. c 3. CREME • R. C 4 FOLD Pt. C OKR M. D TILL iK. C TOUCHED aDTra� Pi.NEe c HD ® FOLD . n' eDT on FLANGE TIGM DEAL FOLD, QQ tl¢t Q1T. �� firv�T r, �? w DANGLE RO .FI DRIP EDGE' OVERLAP 9V, Ii N'DELOW DHEATHNG. iICHANICALLY PA m A' 0L MAX. J' THICK, 9 COAT CEMENT PLASTER (1RM!), N' 2 COAT � PLADTER Ic Mll WRD LAYER •2, FOWIFIBER BUILDING PAPER (FRd'C p Y) WRB LAYER 9, STUCCO IM6AP~il! ONLY) LAP L ILP P1 44M, G ulenP OVER NAILING FL41Yd, STOP W�ali PRAME DR CM) !� EXTERIOR "Y LFLADH KICI -cVf ILADHMG IM, DETAIL) APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF S. • VERTICAL LAPS (ROLL ENDS) a 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BYTAPED- W WITH FCWUSER SHEATHx I LATH VERTICAL LAP TO BE I' ^ �� METAL LATH TU -� SLAYER STUCCO WRAP I b_i'lIN PAPER LAP BELOW ONLY / I Ullm LAYER R, FORTIFIBER BUILDING PAPER I I I 2 PER LA SCALE: I I.—U. ® KICKOUT DETAIL WATLRt�fO�GND OR lDBDO yQ$L ebTALL KICKOUT FLADHING AT DOTTCM P ROOF 1 WALL MTERDECTICN6 VERTICAL LATH & PAPER DETAIL NOTEL SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0,04T5-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN S' (229-MM). AS PER ASTM C1063 10.1. FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HCUSE WRAP TAPE PER MANX. SPEC. OR PEEL 2 STICK d' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WiB LAYER 1, STUCCO WRAP WOOD SHEATHING WOOD SWEAT] BUILDII PAPEF STUCC( HORIZONTAL LATH & PAPER DETAIL )OD SHEATHING OR CMU 15 LAYER 01, JCCO WRAP (FRAME ONLY) (HICK, 3 COAT CEMENT ASTER (FRAME), 1/2' 2 COAT '1ENT PLASTER (CMU) TAL LATH (FRAME ONLY) P WRB I TAPE OvER )OF/WALL SCREED <5' 'L' TYPE CONTINUOUS ILv. METAL FLASHING 41L TO ROOF DECK, NOT LL SHEATHING) �P 5HINGLE - DO NOT NAIL, STALL WITH ROOF CEMENT ;)OF PER ELEVATIONS O"L" FLASHING N,T,S. 4'x4' SELF -ADHERING MEMBRANE A MG TIE W/ WRAP MATERIAL) OVER APPROVED HOUSE 4' WRAP. V OR LESS PIPE PENETRATION .Ytc CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE FLASHING ���p STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS — REOUIRED TO SECURE PIPE/ WIRE TO FRAMING 3'4" P 11E N.T.S. 6'x6' SELF-ADG HERINMEMBRANE FLASHING (COMPATIBLE W HOUSE WRAP MATERIAL) OVER 4'x4' SELF-ADHERNG MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING 10 EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP �'2 SELF-ADHERNG MEMBRANE FLASHING LLRB LAYER .1, STUCCO WRAP ._ -- WRIS LAYER 4, FORTIFISER BUILDING PAPER METAL LATH ----6'x6'SELF-ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE HOUSE WRAP. %' CONt. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER FSC RTWAI EWIkr NDMIY eM ellRmedrla II or use of entl nl plesbr shWI campy with the aNicaban requirements of ASTM C 826-12A. LInsfallaHon of a#erlor IeWngant lremMg shall comply with ASTM C 108&12A. ENETRATION 1DETAIL i i M DRAINACxE PLANE (WR5 LATER #I, STUCCO WRAP) UJRB LAYER *2 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING ==zZ=1l SELF-ADHESIVE FL)46NINCx - - - - - - NOTE: METAL LATH: LATH TO BE PER FBC R-103.lo-1 / ASTM C-84-1-09, MIN, 2.5 LBS- PER 6G2. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) M Design GrouME. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngroup.com AA k: 0003326 y W V 0 yC O O N, i,,, I I I I -) I L DrV St LOT:LVERADO LOT #1 BLK #6 n " 04128.000-00161 1WDSrs 4EHB "2605-HAYDEN" GARAGIC Swma: RIGHT PASS: WALL ASSEMBLY DETAILS 150 MPH EXP. B INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES. 3. TOP X' VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND `.. SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT it L WATER AWAY FROM JOINTS. I'. X: E-Z BEAD ALL AROUND I-: - VENT -APPLY SEALANT ALL i IX JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ~ ON ALL SIDES, Y4 CAULKING • JOINT ALL AROUND PER FBC R703.6.1 ExItarlor lathing and plastering BACKER ROD Exterior use of portiand cement plaster shall comply with the application IX X requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 106_3_-12_A. WRB LAYER M, 4 'X STUCCO WRAP i HOODED VENT X X. J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME.) WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD CONSTUCTION METAL LATH a' C'm t fati VINYL CASING BEAD W RAISED BAND ^ `i: V TO h' MID -WALL WEEP SCREED e' WIDE STRIP SELF — ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHNG STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING 1� SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER FBC R'103.6.1 / ASTM C-84-1-0S, MIN. 25 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEf VERIFY LC STUCCO FINISH 6' SELF ADHESIVE OVER TOP a SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 0 TOP d SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL l 6' SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. I-iICCNC STUCCO SRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION - - I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CONSTRUCTION WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER 1)8 TO Ya' MID -WALL WEEP SCREED �-6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL ONTAL HORIZWEEP SCREED ( FRAME TO FRAME) ELEC. METER FIELD VERIFY LOCATION CAVITY TO BE FILLED WITH RIGID POLYMERIC I50CY.4NOTE-POLYBLEND 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 DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "1, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD CONSTRUCTION WOOD SHEATHING WRB LAYER M, STUCCO WRAP U1RB LAYER 12, FORTINBER BUILDING PAPER METAL LATH .1/8' TEXTURED FINISH • WOOD -FASTEN TO WOOD STRUCTURAL MEMBER • 1' O.C. MAX -X* TON MID -WALL nrw nrxcn ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING -- -__-- V FINISH • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER M STET= #1 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STET= #3 8' STEP *2 1 f WRB LAYER "I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #,' ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #E) STEP #� OELECTRICAL RECEPTACLE A R C R I T E C T a GDes�n rou Iae. ,-. LONG WOOD, FL 32750 -• PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 r; V y O Chi C F O F: ti V eumrv. Z LOT SILVERADO LOT #1 BLK #6 PADJWT# 04128.000-00161 MODMA 4EHB "2605-HAYDEN" OARAGM 8WING: RIGHT PAdm WALL ASSEMBLY DETAILS 150 MPH UP. B ARCHITECT-. STATE OF FLORIDA MEN Laa�l�� DAM NT 10/20/17 a>I�T WA 2 WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WOOD WRB LAYER -2, FORTIFIBER CONSTRUCTION BUILDING PAPER �i'4' HAT CHANNEL J' THICK, 3 COAT CEMENT W1%' TYPE 'X' DRYWALL PLASTER 6' $AF. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN WOOD SHEATHING WEEP SCREED WRB LAYER -1, —� STUCCO WRAP THICK, 3 COAT CEMENT L PLASTER AMbb-UFU1C-T00 CL b' 9ELF-ADHEREING ' t� FLASHING WRAPPED o TOP OF WEEP SCREED TO SHEATHING BELOW WRB LATER -1, STUCCO WRAP I � i WRB LAYER 4, FORTIFIB s m -- - - I BUILDING PAPER W SELF-ADHEREING WRB LAYER -1, FLASHING WRAPPED STUCCO WRAP w m CORNER OF CANTILEVER 1 6Y AMICO AM6-WFWC-180 I WEEP SCREED�IN CUSTOM CASING BEAD NO GAP IN FIELD (SHOU FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL. ® CANT. SCALE: 1 1/2'. I'-C' NOTE: METAL LATH: LATH TO BE PER FBC R703.6.1 / 4STi"1 C-84-1-09, MIN, 25 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER "1 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL �1 rBARRIER -2 THICK, 3 COAT CEMENT F : PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH d' THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON ' WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER '2 VINYL CASING BEAD THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED I' WOOD SHEATHING FINISH a' THICK, 3 COAT CEMENT HEADER/BEAM PLASTER - I. VINYL CORP. 4' VINYL CORNER BEAD POSITIVE IN WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOUIN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE - BARRIER '2 THICK, 3 COAT CEMENt PLA57ER METAL LATH WOOD SHEATHING 4' P051TIVE DRAIN WEEP SCREED LNO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXTERIOR GRADE DRY WALL )1' THICK, 3 COAT CEMI PLASTER VINYL CORNER BEAD 10 CANTILEVER DRIP EDGE DR,41N,4GE PLANE (WRB LATER *I, STUCCO WRAF WRB LAYER *2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO FINISH LAYER (2 LAYER PEEL 4 STICK)- 6' PEEL 4RI STICK a DP EDGE TO - DECK I )¢'XI %' P.T. OR SIMULA WOOD (TREX) FILLER, CONTINUOUS WATER PROOFING Ist \ LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK a DRIP EDGE TO DECK Ya' GAP FOR BACKER ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PAINTED FINISH THICK, 3 COAT CEMENT PLASTER VINYL COF2NER BEAD VINYL CASING BEAD ­" 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)' MIN. SPACE FROM DRIP FACE TO TREX Y4' GAP FOR BACKER ROD A SEALANT Y4 GAP FOR BACKER ROD +t SEALANT— , VINYL CASING BEAD WEATHER RESISTIVE VINYL CASING BEAD BARRIER'1 WEATHER RESISTIVE WATER PROOFI let - BARRIER *2 LAYER (2 LAYER PEE 4 STICK) DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA. GALV METAL DRIP EDGE SET IN FULL BED OF SEALANT, )5' MIN. SPACE FROM DRIP FACE TO TREX WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER }' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER "2 4' POSITIVE DRAIN WEEP SCREED (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP n11A EDGE INSTALLATION X—X—X—X UJOOD SHIEATHING ="T SELF-AD�4E6IV'E FL,45NING - - 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING g l' O.G. MAX. WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTINBER BUILDING PAPER 14A CORNER BEAD @ FRAME � 2 '/2 � CORNER BEAD (FASTENER ! SPACING 0 -1' O.G.) CMU THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1q-B CORNER BEAD @ BLOCK WOOD SHEATHING WRB LAYER 'I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER , METAL LATH ---- THICK, 3 COAT CEMENT PLASTER Fi'SELF-ADHERING —� FLASHING WINDOW FLANGE ;'LUMN SHEATHING FATHER RESISTIVE ARRIER -1 -ATHER RESISTIVE ARRIER -2 S.AF. \ 'EEL 4 STI`GK I Ya'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I )j' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANTAI MIN. SPACE FROM DRIP FACE TO TREX /— PEEL 4 STICK SUB FLOOR / - :1 — i I VXI V P.T. OR SIMULATED WOOD (TREX) FILLER, CONTINUOUS Y: GAP FOR SEALANT OPT. BACKER ROD. MODIFIED 80 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD- 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH a' THICK, 3 GOAT CEMENT PLASTER WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER '2 EXTERIOR COLUMN COLUMN SHEATHING 6' SAP I �'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I Yt' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MIN. SPACE FROM DRIP WATER PROOFING lat LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER d' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W /"T." PT.ACTTTNT(-_1 UAM LATE STUCCO WI WRB LATE BUILDING METAL LA THICK, 3 PLASTER 6"SELF-A FLASHING DRIP CL WINDOW', ,.. 15B CASING BEAD @ WINDOW ( FRAME, NO BAND) WOOD SHEATHING WRB LAYER "I, STUCCO WRAP I WRB LAYER 02, FORTIFIBER BUILDING PAPER ' METAL LATH �_-�► - J (EXPLODED " THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) A a c N I T E e T a Design 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 6 www.abdesigngmup.com AA M. 0003326 c: w y m w may. 0 C 0 F O STJSDIV. Ia I4flT: SILVERADO LOT #1 BLK #6 PROJZaCT* 04128.000-00161 MODMIT 4EHB "2605- HAYDEN" GAItA028 SWING: RIGHT PAGIC, WALL ASSEMBLY DETAILS 150 MPH EXP. B Dw 10/20/17 BCALJN 1/4"=1'-0" 8*1z T A3 WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER —� METAL LATH —� J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD {� DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP I x WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED "" THICK, 3 COAT CEMENT vIEW FOR PLASTER CLARITY) WRB LAYER "I, - STUCCO WRAP VINYL ANGLED WRB LAYER •2, R BUILDING PAPER METAL LATH — R' THICK, 3 COAT PLASTER 6'SELF-ADHER FLASHING — DRIP CAP — WINDOW FLANGE CASING BEAD C� WINDOW 15 C (FRAME, W/BAND) - IWOOD SHEATHING METAL LATH — WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD Y.' GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER m STUCCO TO SIDING TRANSITION SIDING WOOD 5I4EATHING J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING —umaro LAT=X -I, WRB YER 9, STUCCO WRAP 5TUGLA WRAP CASING BEAD 6' SELF - ADHERE ING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) -------------------------------------------------------------------------------- g.THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH 77-7 I i 'a WINDOW FRAME —� /,( I .___.._._...___. ._ ... ....................- �WRB LAYER 02, FORTIFIBER BUILDING PAPER - E-Z BEAD VINYL CASING -- (W/3/e' FLEXIBLE PVC BACKER ROD) i 2X FRAMING MEMBER WOOD CONBTRIICTIGN BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE / ---------------------- BARRIER -t X l Y.' LAP SIDING / / \ 6' REVEAL / b' SELF -ADHERING / I FLASHING -__-------------------- 6'SELF-ADNERNG L I FLASHN(a 6 I IIEATHER RESISTIVE BARRIER 'I STARTER STRIP / \ - U.EATHER RESISTIVE \ BARRIER n SEALANT DO NOT CAULK OR I I \ \ �/ 6' SELF-ADHERNG SEAL OPENNG I _ / FLASHING I GALV'O METAL GALV'D METAL 'Z' FLA6HIIJG Z FLASHING DO NDT CAULK 2K I Y' X 6' SIMULATED aEAL OPENINGI --- I WINDOW FRAME WOOD TRIM MEMBER STUCCO CASNG �• \ �� / IY' x 6' SIMULATED WOOD TRIM MEMBER \ SEAL GAP W/CAULKNG / OR APPROVED SEALANT St3Tcc2CABIING SIDING TO STUCCO �cEeBe�¢z BLOCK TO FRAME �� TRANSITION 1J NOTE: METAL LATH: LATH TO BE PER FBC R'103.6.1 / ASTM C-84-1-09, MIN. 2.5 LBS- PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER #I e�roND i STUCCO WRAP TWINS— W ATWER RESISTIVE----_ WEAtNER RESISTIVE _. BARRIER -1 ! 11III ER RESISTIVE 4 WRB LAYER #2, FORTIFIBER gBqLLARRIER P6IDING—_ ," UTb RE,�ALA L . I BUILDING PAPER 6 SELF-'RING I FLASHNG � METAL LATH STARTER STRIP/ i 1 DO NOT CAULK OR �T THICK, 3 COAT CEMENT SEAL OPEN!M'* (EXPLODEDII VIEW FOR p �+ I LAJTER GALv'D METAL Z'FLASHING CLARITY) uYooxD TRM,' MEMBER CASING BEAD Ca) RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' =1'-O' WEATHER RESISTIVE \ BARRIER M TO LAP 6' MIN. ABOVE TOP OF Z' FLASHING �-WEATNER RESISTIVE BARRIER 'I UJEAT14ER RESISTIVE / BARRIER 4 GALV'D METAL Z' FLASHING DO NOT CAULK OR — P.FAI [fPGAIRY OF en.�lcerz fzv0/ \ / I ' SELF- IERING 6' SELF -ADHERING I 1 I I FLASHING FLASHING \ I k' THICK, 3 COAT \` SEAL GAP W/CAULKII CEMEM PLASTER OR APPROVED SEAT WEATHER RE616TIVE \ t _: � ' WEATHER RESISTIVE BARRIER -1 BARRIER R WEATHER RESISTIVE E-Z BEAD vINYL CA BARRIER 4 (W/%, FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO UEATHER RE61Si1vE ® FRAME TO FRAME BARRIER 4 TRANSITION 1J WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6" SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y<" GAP TYP — THICK, 3 COAT CEMENT /CASING BEAD PLASTER / TO WINDOW METAL LATH L / WRB LAYER 02 FORTIFIBEIR BUILDING PAPER WOOD SHEATHING WRB LAYER "I, STUCCO WRAP 6" WIDE PEEL 4 STICK WINDOW FLANGE OVER FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/3/a' FLEXIBLE PVC BAG MEMBERF\l -APPLY FULL BED OF SEALANT B FLANGE 4 BUILDING WRAP KER ROD) I ETWEEN BUILDING WRAP -------------------------------------------------------------------------------------------------. E2 BEAD WINDOW CASING 16A LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO 0 WOOD SHEATHING SELF-ADHESIVE FLASHING — A R C R IT E C T 3 DesI Grou Ine. + LONGWOOD,7;2750­ PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmua.com AA #: 0003325 w y w 0 0 F O 2 dvHDIV' at LOT: SILVERADO LOT #1 BLK #6 PROJMT# 04128.000-00161 moDL'It 4EHB "2605-HAYDEN" GARAGE BVnNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B A R C H I T CUT HOUSEWRAP AT 45' ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW - OPENING I APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I IINSTALL b' SELF-ADHE FLASHING C NAILING FL, JAMBS EXTEND FL V BELOW Si FLEXIBLE F IDO NOT SE FIN TEMPORARILY FOLD -UP 4 SEC HOUSEWRAP lO TUCK FLAP UNC at HEAD FOLD HOUSEW IN AT JAMBS 4 SLOPE SILL R INSTALL b' SELF-ADHE FLASHING C VINYL HEAL FLASHING (' DAMS) NAIL FLANGE EXTEND SELF-ADHE FLASHING 1' BEYOND J, FLASHING INSTALL VIA CAP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TH FLASHING AT THE FOLD DOWN DIAGC ACRO WINDO APPLY 46' NOM.— ;ONTIN000S BEAD 7F SEALANT AT IAMBS AND HEAD o 4PPLY TO BACK OF UINDOW NAILING �LANGE IN LINE W/ 'RE -PUNCHED SOLES OR SLOTS. UIDE ADHESIVE — EXIBLE FLASHING ,VER DRIP CAP -ECTO-WRAP EOUIV) WINDOW FLASHING INSTALLATION DETAILS 1� O ( FULL WRAP) SCALE: NTS STEP 4 STEP 9 INSTALL PLUMB, L AND SIX MANUFAC WRITTEN INSTRUC' APPLY MEMBRANE FLASHING OVER JOINT NOTE; 1. ITHE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS Ii WRTTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT I ILCOMPATIBLE, NOTE" CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE I IMPLEMENTED AT ALL WINDOWS WITH j EVIDENCE OF WATER INTRUSION BELOW THE I WINDOW OPENING: NOTE SEAL INTERIOR PERIMETER OF WINDOW�WITHSEALANT Design Grouirl... 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.aAbde,,,I up.Dom A #: 0003325 F h 0 0 a h Fu C 0 Z POOR a LOT. SILVERADO LOT #1 BLK #6 Pnomm/ 04128.000-00161 MODOLa 4EHB "2605-HAYDEN" GAP-%0Z OWING: RIGHT PAGIM WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B00, % ARCHITECT -- STATE OF-FLORIDA 10, I ROLAND A cRA AR NO 93723 D 10/20/17 OCAIa: 1 /4"=1'- 0" OAT WA5 w - - - --- -i, --' 2x6 SUB-BANb W/1'x4' NOTCH 10 / -- -- -__- - _-___--__ -, END, WRAPPED IN PEEL d STICK I � I I" DRIP EDGE I\ F_____- _____-_---------------- METAL FASCIA WRAP I/8 All 1/8' TEXTURED I A I ° FINISH E+ WOOD i \\ 1/2' TEXTURED \ \ I FINISH 10 CMU \ \ 2x6 SUB BAND : METAL FASCIA v 1 'I, WRAP Ya' FROM \ STUCCO, i' FROM _.\ V_--- --- - WOOD WALL ----------- � \\ a� - ©LAN E3 EXTERIOR WALL \\ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 \ ROOF KICK OUT REMOVED SUB BAND ONLY \\ FOR CLARITY 10 ROOF DECK (BEYOND) `\ DRIP EDGE, I" OFF WALL I_ I I"" _I NOT INTO STUCCO) \� I ll/S" TEXTURED FINISH 6 (WOOD, 1/2' TEXTURED i / FINISH -s CMU 2x6 SUB -BAND W/1'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK rDELEVATION METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL IPLAN A PRE-ENG'D TRUSS TO BE CUT to WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W1126 NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/lY'x4' NOTCH m END METAL FASCIA WRAP \-DRIP EDGE EXTERIOR WALL (FRAME OR CMU) 1/W TEXTURED FINISH ® WOOD, 1/2, TEXTURED FINISH • CMU METAL LATH WRB LAYER •I, STUCCO WRAP(FRAME ONLY) WRB LAYER -2, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT SUB BAND DETAIL ® WALL 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/lY'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK ROOF CEMENT m 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/1Y"x4" NOTCH Q END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY A R C H I T E C T S Design Gro s .��. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA R: 0003325 Z y w 0 �4 m c F 0 y 0 I! E umirP. de LOT. SILVERADO LOT #1 BLK #6 PEtOJSC 04128.00 -00161 MODSIe 4EHB "2605-HAYDEN" GARAGIC 8WING: RIGHT PA01W WALL ASSEMBLY DETAILS: D 150 MPH 'IVB ARCHITECT- STATE OF FLOPMA a 3 NO 93723 CRA DAN 10/20/17 8CALM 1/4"=1'-0" a� A 6