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HomeMy WebLinkAbout6500 Wagon Trail St• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 1 PLAN REVIEW 99 2 6 0 5 — HAYD E,N'9, 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: •FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) •ALL LOCAL AND STATE CODES • OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B • BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH •EXPOSURE - B •1-STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES YT. CALL. SQ.FT. CALC.S IST FLIT LIVING 1104 50. FT. 1ND FLIT LIVING 1501 50. FT. TOTAL LIVING 2605 50, FT. GARAGE 431 90. FT. PORCH 43 50. FT, TOTAL 3085 SCi. FT. PATIO 80 5Q. FT. ABBREVIATIONS ABV. ABOVE LAY. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADM. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MTD. MOUNTED CL CENTER IRIS MITE.. MISSAL Co. CABINET N.T.S. NOT TO SCALE CIL. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC THE PET. PLATE D. DRYER PLYWD. PLYWOOD DBL DOUBLE PR. PAIR D.G. DUAL GUM P.T. PRESSURE TREATED DIA DIAMETER R. HIM DIM. DIMENSION BAD. RADIUS DISP. DISPOSAL RAG. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR HM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL. DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. EACH SHT. SHEET ELEV.A. ELEVATION SHTHG. SHEATHING EQ. EQUAL sm. SHOWER E OL EXHAUST SIX. SIMILAREXT. EXTERIOR SL SLIDING F.G./FX . I= GLASS SL GL SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIT. FINISH SIB SHEAR WAIL FLE. FLOOR SECTION FLUOR. FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASSFIG. FOOTING THE. THICK GA GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP- TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL GLASS OTHERWISE GYP. BD. GYPSUM WARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD, WOOD HGT. OR HT HEIGHT WDW. WINDOW INUL MUTATION W/H WATER HEATER ITT. INTERIOR W.I. WROUGHT IRON REVISIONS REV. I DATE DESCRIPTION �6�0 u)2ck--"_ r CITY of ZIEPHYRV*LLS F LAW E R � K B,KALL v()MPLY �0TVA ®E,REVAILINo ALL a FLORIC)A BUILDING ��pES N ND -TVTHE A CITY ov ZEPH RNILLE LECT'R1C CODE' AND ORDINANCES SHEET # -DK [�Y� 0 ftAl INDEX OF DRAWINGS DESCRIPTION PG CI -COVER PAGE PG GN-GENERAL NOTES PC 1 -FOUNDATION PLAN PC IA -DOWEL PLAN FIRST FLOOR PC 1B-LINTEL SCHEDULE PC iB.l-LINTEL LOADS PG 2 -FIRST FLOOR PLAN PC 3 -SECOND FLOOR PLAN PG 4C-FRONT & REAR ELEVATION "C" PG 5C-LEFT & RIGHT ELEVATION "C" PG 6-FRAMING PLAN ELEVATION "C" PG 7C-ROOF FRAMING PLAN ELEVATION "C" PG 7.1-CONNECTOR SCHEDULE PC 8- FIRST FLOOR ELECTRICAL PLAN PC 9- SECOND FLOOR ELECTRICAL PLAN PG 10-FIRST FLOOR MECHANICAL PLAN PC 11-SECOND FLOOR MECHANICAL PLAN PC DI-MONOLOTHIC FOUNDATION DETAILS/SECTIONS PC D2-MISC. DETAILS PC D3-MONOLOTHIC 1-STORY WALL SECTIONS & NOTES PC D4-MONOLOTHIC 2-STORY WALL SECTIONS & NOTES PC D5-MISC. DETAILS PC D6-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PC WA2-WALL ASSEMBLY DETAILS PC WA3-WALL ASSEMBLY DETAILS PC WA4-WALL ASSEMBLY DETAILS PC WA5-WALL ASSEMBLY DETAILS : WINDOW FLASHING PC WA6-WALL ASSEMBLY DETAILS : SUB BAND A R C N I T E C T N 6 Grou ,a Design 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesfgngTw+D.00m AA #: 0003326 a 0 a 4 a aURDlR ea MAT SILVERADO LO T 18 LOT 6 P11OJWT# 04128.000-01861 morkl , 4EHB "2605-HAYDEN" GA1lAGM OWING: RIGHT PAGE COVER PAGE 44 150:YPH EXR awn P TT D11/08/17 SCAXAL' 1/4"=V-O" 8143MCT C1 `N ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR STH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS WI STORAGE 20 III. ATTICS W/OUJT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF) C. ROOF LIVE LOADS R301.6 1. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VULT-150 MPH, VASD-115 MPH IL EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS t0.18 V. RISK CATEGORY 11 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, 10, FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 148INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R3025.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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 3' 0' BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/.'. 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED %i . I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb =1,100 PSI Fv =175 PSI E =1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 7 SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2' COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5W CDX PLYWOOD. 5l8' 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 7116' OSB EXPOSURE-1 OR 1/7 CDX PLYWOOD SHEATHING. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL MASONRY POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW, ALL CALCULATIONS 1, MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED PROVISIONS OF TMS 4021 ACI 530 / ASCE 5. CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE'N' TYPE it OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-11 b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Fm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014) , SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16' ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UN% 3. WELDED WIRE FABRIC SHALL BE 6' X 6' - W1.4 X WI A AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 17. LOCATE WWF 7 FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.24 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3' B. CONCRETE EXPOSED TO EARTH OR WEATHER: 1. #5, W31 OR D31 AND SMALLER 7 C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 1. #11 AND SMALLER Y..' D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 111T 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1, NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 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) 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. I& PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSMAILS 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 %" AMAFLEX, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. S. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 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-C926.1la & ASTM-C1063-12a 3. LATH & ACCESORIES PER ASTM-C1063-11A & 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 - 1IA AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02IM17 ARC N I T E C T 6 6 Design Gr ,u ln<. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesl$ngroup.COM AA #: 0003326 w H U w 0 a a a a pv Y atMDIV. 4k XAOTil SILVERADO LO T 18 LOT 6 PROJECT# 04128.000-01861 MODEM, 4EHB "2605-HAYDEN" GARAGE aWDM: RIGHT PALM GENERAL NOTES 150 MPH EXP. B ARCHRECTI STATE OF MOM r DAR � 11/08/17 aCAIM 1/4"=1'-O" alsS2Ty- �T l.# 1 V A R C R I T I C T• 11 FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH EDITION (2014) LAV 2' VTR 1� I� �� WASHER 3' KITCHEN BM AUTO VE IVENT VTR I ��I.IR• CO 3' I TUB 4' 2, 2' TO MAIN PLUMBING RISER NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE '5' TYPE ARE PROHIBITED. SECURE STRAP TO UNIT W/ (2) "8x1 1/4 A/C 5HT MTL SCREWS " UNIT 51MP50N WB ROLL STRAP OR EQUAL SECURE STRAP TO CONC. 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 vr—"' oc Gov pH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA k: 0003328 F y V O a U h O F C III Bt"MIV. de IATt SILVERADO LO T 18 LOT 6 PROJECT* 04128.000-01861 MOaEMa 4EHB "2605—HAYDEN" GARAGM NVING: RIGHT PAO& FOUNDATION PLAN 150 MPH EXP. B Of 0, DP � 11/08/17 8CAT.Z: 1/4"=1'-0" 8*1z='1 A R C N I T R C T a PATIO 9-------- I'-g 9 (2) 3052-SH 3052- 5 EGRE 6066 5GD, DINING LIVING OOM ROOM BEDROOM #2 8'-8' CLG. j H'-8' GLG. 8'-8' GLG. I I II I II I I I I II dill I II j i on - KITCHEN II I 1 I I I I I I O I r--r I I ° L--J UI III III III FLEX III GARAGE W-5' CLG. III FOYER 8'-0* CLG. III 8'-9' CLG. (2)3052-SH 3068 W1 36 xl0' L-3 O I TRANS. L-7 I O 16'-0'Xl'-0'O HD. L-2 ORC ------ L-i S'-51 GLG. L— 8 LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG A5 THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED AS�14V*7 r LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENT5 L 1 IT-4' SF28-I5/IT L 2 4'-6' 8F8-I5/IT ' L 3 T-6' SFI6-I5/IT L 4 l'-6' 8F24-15/IT Lb 1 4'-6' SFI6--'T L 6 6'-6' 8FI6-IB/IT HL T 5'-I0' 1 8FI6-0B/IT PH: 407-7748078 FAX: 407-774-4078 www.s bdesigngroup.com AA #: 0003326 W y w 0 y C F A Hill J u av>aD><v ae LOT: SILVERADO LOT 18 LOT 6 PROJIDCT* 04128.000-01861 MODRU 4EHB "2605—HAYDEN" GAlt GS BVfDM: RIGHT PAGIC: LINTEL SCHEDULE 150 MPH EXP. B DP � 11/08/17 SCALD: 1/4"=1'-0" SlmcST 5,AFE LOAD T,45LES FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8' PRECAST 4 PRESTRESSED U-LINTELS C 4 GRAVIT`i' TYP LENGTH SU8 eF8-0B 8F12-0B 16- 0- 4- 8• 32- eFe-IB oFI2-I5 OF* w15 eF29>-IB eF24-15 8F28-I15 eF32-16 2'-10'(34') PRECAST 2302 3166 4413 6039 1526 W04 10412 1193 6 3166 4413 6039 1526 W04 10412 11936 3'-6' l42'J PRECAST 2302 3138 3311 46Be 6001 1315 0630 9941 3166 4413 6039 1526 9004 10412 11936 4'-O' l48') PRECAST 2(D29 2325 2496 34b1 4430 5410 6384 1358 2646 4413 6035 1526 9004 10412 11936 4'-6' (54') PRECAST 1651 1181 1513 2651 3403 4149 4896 5644 2110 4021 6039 1526 9004 10412 5668 5'-4' (64") PRECAST 1184 1223 1301 lone 2311 2826 3336 3846 1665 200e 5051 60% 5400 6424 1450 5'-If0'C107 PRECAST 912 1000 10" 1414 1889 2304 2121 3131 145e 2464 4144 5499 4431 5280 6122 6'-6' C18") PRECAST 931 1255 2101 3263 2146 3359 3911 4585 255 2101 3396 5260 1134 8996 6890 1'-6' (90')PRECAST 16l 102E 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 5596 6613 5041 9'-4' C112') PRECAST 513 632 104e 1469 1210 1482 I154 2021 l68 1212 1818 2544 34be 4030 3121 ID'-6'1126') PRECAST 456 482 802 1125 elD 1122 1326 1535 65a 1025 1514 20SI 2114 3130 2404 II'-4' (136') PRECAST 445 5se 935 1365 1654 2355 lle3 2015 598 935 1365 1854 2441 3155 4044 12'-O'(144°) PRECAST 414 545 664 1254 1661 2014 1570 1818 555 864 1254 1693 2211 2832 3590 13'-4"(160')PREGAST 362 421 126 1026 1331 1635 1224 1418 405 14a 1016 1438 1855 2343 2520 14'-O'C168'J PRECAST 338 381 648 91e 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 14'-8'lllb'J PRESTRESSED NR, N.R. NR NR NR NR NR NR 465 165 1310 2045 2610 3155 3165 15'-4'(184') PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2310 2890 3410 Il'-4'(208')F'IESTRESSED N.R. NR NR NR NR NR NR NR 310 530 S50 1400 1800 2200 2600 IV-4'(232') PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 150 IOW 1400 1120 2030 21'-4' (25(v')PRESTRE5SED N.R. NR NR NR NR NR NR NR 163 330 610 940 1340 1180 2110 22'-O'(264')PRE5TRE65ED N.R. NR NR NR NR NR NR NR 160 300 5120 810 1250 1660 1910 24'-0t268') PRESTRESSED N.R. NR NR NR NR NR NR NR 130 2401 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 3/8' aggregate. 4. Concrete masonry units (Ci"IU) per ASTM C90 w/ minimum net area compressive strength - Iwo psi. 5. Rebar provided In precast lintel per A5TM A615 GR60. Field rebar per ASTM A615 GR40 or GR&O. 6. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510, 8. Mortar per ASTM C210 type M or S. 8' PRECAST 4 PRESTRESSED U-LINTELS CR"r UFL FT LATERAL TYP LENGTH 8-I 12-IT 16-It m-IT 4- 28-IT SF32-IT 8U8 SFS a-2 i2-2 16-2T 0-2 24-2 2a-2 &-32-2T 2'-10'(34') PRECAST 2121 2518 4101 5332 6569 loll W55 2021 2021 2121 2184 3981 5190 6401 1630 8851 3'-6' (42') PRECAST 2165 2289 3260 4231 5219 6204 II92 1251 1251 2165 2215 3165 4125 50el 6061 1m36 4'-O' (48') PRECAST Isis leas 2832 36a0 4532 5361 6245 938 938 1818 1525 2150 3583 4422 5264 6110 4'-6' (54') PRECAST 1660 1162 2501 3251 4010 4161 5525 l2l l2l 1660 1105 2435 3111 3913 4656 5406 5'-4" l64')PRECAST 1393- 1464 2110 2141 3315 4010 4648 505 505 1353 1431 2050 2610 3293 3920 4549 PRECAST 1212• 1351 1930 2505 3084 3665 4241 418 418 1272 1315 1815 2441 3010 3583 4151 PRECAST 1141, 1200 1133 2250 2169 32W 3812 101 881 1141 1182 1684 21W 2103 3216 3132 '1'-6' 0BO')PREGAST 95S- 512 1415 IS14 2354 2191 3240 651 eW iO29 1466 leml 2351 2191 3245 591 9'-4' (112') PRECAST 801• 612 980 1269 I56O 1852 2144 454 30 801 155 II92 1550 1910 2211 2634 10'-6Y126') PRECAST 116 496 i93 1021 1261 1496 1131 493 lib 611 1039 135E I111 2034 2358 396 II'-4' 1136"J PRECAST 666• 439 696 899 1104 309 1515 363 556 666 535 905 I295 1595 1896 2198 12'-0'(144') PRECAST 6011 400 631 alb 1001 1186 1312 340 494 631 486 818 1205 1 44 1199 2086 13'-4"(16O')PRECAST 5m01 340 532 666 841 -Al 1153 302 398 513 409 682 1004 1361 1631 Iasi I4'-O'(168'J PRECAST 4581 316 493 635 lie 922 1065 286 36(D 548 318 629 922 1254 1561 1816 l4'-8' lll6") PRESTRESSED 243 295 459 591 124 85l 990 N.R. 351 243 352 582 862 1156 14SI 1142 15'-4' (184') PRESTRESSEA 229 218 430 553 611 WI 925 N R. 32l 220 32S 542 l91 1012 1361 1616 Il'-4' (2089FIRESTRE56ED 159 236 361 464 561 610 114 N.R 255 188 216 449 649 914 1121 1309 IV-4' (232') PRESTRESSED 165 201 313 401 490 518 66l N.R. 204 165 23S 363 550 136 940 1160 21'-4' (256')PRESTRESSED 145 186 218 356 433 512 590 N.R I1Z 142 212 336 411 635 80l 993 22'-O'(264')PRE8TRE55ED 140 180 265 343 418 493 `'68 N.R. 161 131 205 322 451 601 111 941 24'-O'(2889FRESTRESSED 121 I65 244 312 38O 441 515 N.R. 135 124 186 29O 408 535 680 833 GENERAL NOTES -REDUCE VALUE 5Y 25% FOR GRADE 40 FIELD 1IE5AR 8' PRECAST W1 2' RECESS DOOR U-LINTELS GRAViTY TYPE LENGTH - OWIC-05 BRFI4- 16- SRF22- 6 8RF"_05 SW6-15 MFI0-15 SW14-10 8W18.15 OFM2-15 eIF26-15 aRF30-15 4'-4' (52') PRECAST 1489 591 1621 3053 3412 2982 49a2 3954 6412 4929 1941 5904 S416 6880 10815 4'-6' (54') PRECAST 1351 1449 2182 2114 3600 4481 5375 6264 1102 3412 4982 6412 1941 9416 10818 (roe') PRECAST 532 1602 1550 2055 2566 3015 3585 185 1153 1 2162 4014 1 6412 6516 1 5814 6639 PRECAST l35 lie 1500 1449 IS24 2400 2816 3352 1103 2051 38111 6412 6516 5450 6411 6'-8' (801)PRECAST 822 90l 1611 2933 2516 3223 3612 4522 901 1611 2933 4100 6130 Sill 6101 1'-(c' (9O')PRECAST 161 1311 2252 Iwo 2451 2944 343e 665 164 1311 232E 3609 5492 6624 5132 9'-8' (116') PRECAST ail 420 634 1253 1011 1342 1614 le" 535 928 1491 2119 2619 35W 2815 S' PRECAST W1 2' RECESS DOOR U-LINTELS UFL IFT LATERAL TYPE LENGTH 8RF6-IT OFSO-IT SW14-IT aWID-IT OW22-IT eRR26-IT BRF30-I 81-6.2T 81FIC-2T 8RF14-2T DIF18-2T 8RF22.2T 8RF26-2 8RF30-2 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4%1 5825 032 932 12. 1515 233e 3110 4006 4850 5696 4'-b' (54') PRECAST II92 1501 2311 3121 3931 4156 5511 853 II92 1455 2240 3036 3831 4643 5453 853 5'-8' (68') PRECAST 924- 1112 Ii95 2423 3055 3689 4325 501 924 1132 1141 2357 2918 3603 4230 501 5'-10' (10') PRECAST 896. 1138 1142 2352 2965 3581 4198 469 896 IO99 1690 2298 2891 3491 4106 469 6'-8' (SO1)PRECA5T lia 882 1513 2042 2513 3101 3642 1100 11a 956 1468 1981 2509 3035 3563 830 1'-6' (90')PREGAST 688 69l 1325 1510 22W 2153 322-1 110 941 688 64S 1302 1162 2225 2690 3151 9'-S' lll6') PRECAST 533• 433 WO 1123 1413 1104 1995 614 533 521 1009 1 1369 1128 1 2088 2450 516 TYPE DESIGNATION F - FILLED WITH GROUT / U - UNFILLED FQUANTITY OF 5 REBAR AT BOTTOM OF LINTEL CAVITY 1�/IT • NOMINAL WIDTH L QUANTITY OF "5 NOMINAL HEIGHT REBAR AT TOP SAFE LOAD TABLE NOTES *REDUCE VALUE 5Y 15% FOR GRADE 40 FIELD RE54R -OD REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR I. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation or 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 ll'-4' and longer with a nominal height of 8' meet or exceed L/I80. Co. Bottom field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel For mechanical anchorage. 8. Cast -In -place concrete may be provided in composite lintel in lieu of concrete masonry units. e. Safe load ratings based on rational design analysts per AGI 315 and ACI 530 a= Q io Z 4t s _Z 1-5/8'ACTUAL[ � BOTTOM REINFORCING PROVIDED IN LINTEL 8' NOMINAL WIDTH (`/ARIE5) a crT.u. GROUT "5 REBAR AT BOTTOM OF LINTEL CAVITY I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled lintels must be reduced by 20a IF bearing length is less than 6-1/2'. Safe loads For all recessed Ilntals based on 6' 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 vV providing addlonal reinforced masonry above the precast lintel. 6. One 01 rebar may be substituted For two 05 rebars in 8' lintels only. 1. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the Face of support. 8. For composite lintel helghts not shown, use safe load From next lower height. 9. All safe loads in units of pounds per linear Foot. AEC E I T E C T S 6 G e " In 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7745078 FAX: 407-7744078 www.abdeslgngroup"m AA M: 0003325 W Do h k a y A eUDDIV. de LOTS SILVERADO LOT 18 LOT 6 PRO"WT# 04128.000-01861 MODEL& 4EHB "2605-HAYDEN" QARAQR ewuda: RIGHT PAQS: SAFE LOAD TABLES 150 . MPH EXR B ARCHITECT: STATE OF FLOPoDA PKINT DATM 11/08/17 8CAI.R: 1 /4"=1' - 0" BMW= 1 B.1 2'-1' 10'-01, PATIO OVERHANG OF ROOF --- --- A50VE------- 10'-2' 11'-2' I5'-8" 2 6066 6.GSA m I I (2) 3052-5H EGRESS DINING LIVING ROOM ROOM BEDROOM #2 8'-8' GLG. 61 8'-8' CLG. Q 8'-8' GLG. 5'-4" 3,_4" A m 9 11 V.C. " - -- --- IR-ISH Ila e BA 3 Q -1 I L.B.W. C.I V. , UPOKITCHEN I I m a LAV. IGLG.Lm.W$TORSLOPED CLG. "V. 11 REF1b36STAIR DATAISERS ® 154'TREADS o 10'W NOSINGBOLLARD 13'-0" 4-021'-4' A5 REQ. ^ PER SLOG. p III B CODE FLEX III e r GARAGE s'-e' cLG. III FOYER III- •" Illy e'-a• cLG. III"' 3069 W/ GIIIV 10' TRANS. (2) -Zul 2'-10 I I I I [Pj 1 1101111 10 I5'-0" 21'-b" PORCH ----------------- ---10011, - - 5'-4° I' -4' FIRST FLOOR PLAN NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 61TE PLAN. - FRONT DOOR A65EMBLY TO 5E THERMA-TRJ FIBERGLASS DOOR W/ TRANSOM (51NG1-E A55EM5LY) -20 MIN. FIRE RATED DOOR TO 5E EQUIPPED W/ 5ELF-CL051NG DEVICE PER SECTION R302.5.I OF THE F5CR 5TH EDITION (2014) -H- H5 GOND. n e co EXTERIOR MASONRY WALL 5R3. HEIGHTS W-8' 5RG. LOAD ® L U.N.O. ON PLANS SQ.FT. CAM'S IST FLR LIVING 1104 $0. FT. 2ND FLR LIVING 1501 50. FT. TOTAL LIVINGS 2605 60. FT. GARAGE 43'1 Sa FT. POSH 43 SQ. FT. TOTAL 3055 SQ. FT. PATIO 80 5Q. FT. DSL. TOP PLATE 0 m BAR DETAIL A SCALE: 1/2*-I'-0' 0 C� CaIVG W AID aADDNOWfD LOAD" Bm WW E1D'08111E FO88 %wv Qm OHM= $Quw ME a WH W!D aw WHIMK8 NDTWE FOOTAGE MIN, WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 OR MIN. CRITERIA SGV, MIN. 41 5 23/-29 CRITERIA 16010 O.H.D. 112 5 21/-25 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODMED PER SECTION 612.2 OF THE IBM 5th EDITION (2014) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 07 A I C N I T I C T 5 GrD Design LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.e m AA X: 0003325 y u w 0 0 F d i T rmzv t ae o'r:SILVERADO LOT 18 LOT 6 04 128000-01861 MODEM 4EHB "2605-HAYDEN" QA1tAan 8WnM: RIGHT PAom FIRST FLOOR FLAN 150 MPH EXP. B ARC! iffTECT- STATE OF FLONDA ea61 1 DATW. 11/08/17 &CA=: 1/4"=1'-O" give= THE CLEAR SPACE 5ETWEEN 1 112 THE HANDRAIL AND THE WALL t1y SHALL 5E NO LESS THAN 1 1/2' HANDRAIL s 36' AS PER F5CR R311, IZ2 lU/ 2X4 RE INFOR W NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTIC DIAMETER OF I411 2' OR A NONCIRCULAR CROSS SECTION WITH PERIMETER DIMENSION OF AT LEAST 4' 5UT NOT MORE THAN E A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4' SHALL HAVE A MINIMUM RADIUS OF 116'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 5 FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN At, DIRECTION AT THE TOP OF SUCH 5ARRIER5 AT ANY LOCATIOI` SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.5.C. 2014 HANDRAIL DETAIL SCALE: 3/4' • I'-C' 4'_2" CID 3052-SS (2)3052-5H 3052- I� � s I I I— r wI I UPSTAIRS I CHASE B -- � I i= 8'-0' GL CHASE 8'-0' CI-G. enOM LG DBL STUD ro = �p I DEL STUD 2'-4' I 3'-5" 2' 4" 2'-8' II'-4" 55 '-10' '-10" BATH 3-SH m 3'-4" 4'-0' v 12'-0' 42 H. HALF I WALL W/ CAP C1V ' LAUN. 4'- 1051-01 Cl-G. e ? IG OPT. II OPT, 1 DN. I D. IW' I ' 3 W/ C IN v 8'-0' GLICs. V I!K STAIR DATA I6 RISERS • 134' 3-51-1?a 0 IR-I 15 TREADS a 10' I' NOSING - , 0 22X36 2' 4" 22' ATTIC 4'-4";�'7" -6' ACCESS 13'-8" O7): V 4X4 POST CHASE — 4X4 POST OWNER'S OWNER'S SUITE 11 m I m � (2) 3EGRESS =I I W.I-c' 8'-0' CLG. I� - 2040-® 3052- Er I 6 5 II 4_ I 4 2 _ 10'-6„_ _l_ 0 _ - 21'-5" 39'-5' zzl\— 'HHALF WALL SECOND FLOOR PLAN AHU SECURE TREADS TO STRINGER WK3)g 3' 9CREUIB • Ea STRINGER UNTHREADED SHANC W/C� (2) LAYERS OF 3/4' PLYW'OOD- OR (2J LAYERS OF 3/4' SUB 3/4' TKa '.AID FLOOR FLOOR MATERIAL RIPS FOR GLUED 4 SCREWED NOTE: 2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID TO EXTEND BEYOND T411CIWE58 SOLID NAILING PER FASTENER DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE OF SUB -FLOOR SHEATHING // I SCHEDULE / / / 42' k 1/2 WALLW/ 3/4' KICK / I' MAX. PLATECAP NOSING / STOR. / -2x12 SYP STRINGER i Z / REINFORCED W/1X4 SPF z QQ W/COVT. BEAD OF L Q / SUB -FLOOR ADHESIVE w PL-400 OR SIMILARE EA HORIZONTAL RUN m / 2 X 4 RE-INFORCING / • EA 2 X 12 STRINGER SECURE W/12d 6'-S' O.0 / MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN S' OF EACH END, 32' O.C. MAX. 10'-0 3/4' 2ND FIN. FLR. V-8' 5R5. HGT. PRE-ENG. FLR TRUSSES NOTE, STAIRS RISERS TO CONFORM TO FBCR STH EDITION (2014J STAIR DATA: MIN. TREAD•10' MAX. RISER•1 3/4- 3/16' 16R 0 1.54' MAX. VARIATION IN RISERS/TREADS 15 TREADS ® ADJACENT TO EACH OTHER 3/8' MAX. 10'. 1' NOSING VARIATION IN ANY R15ERRREAD HANDRAIL CIRCULAR GROSS SECTION CIA TO BE 1 3/4' «1/4' OR PROVIDE EOUIVALENT GRASPABILITY UNDER$- MIN, 6' WIDE NARROW END MIN. 11' WIDTH • 12' FROM NARROW END 34' MIN. HANDRAIL HGT. NOTE: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARDS, F5CR 3112.2 A STAIR DETAIL 0-0' FIN. FLR A R C N 1 T E C T 8 6 G esi n 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 www.abdosigngroup.com AA#:0003325 W m U 0 a y a R gi p ammo. ac LOT. SILVERADO LO T 18 LOT 6 PROJWT# 04128.000-01861 1[ODffiLs 4EHB "2605—HAYDEN" GARAGRI XWU40: RIGHT PROM SECOND FLOOR PLAN 150 MPH EXP. B P � D11/08/17 OCA=-. 1/4"=1'- 0" aFIamT 3 STD. CALCS - OFF -RIDGE VENTS ONL fr A R C N I T! C T AREA OF AT IC = 1585 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA 2585 /300 5.28 VENTI LATION AREA SQ. I NCHES PER FT.(144) = 760.8 SQ. IN. MIN. REQUIRED VENTILATION .Sx 760.8 IN UPPER PORTION OF ATTIC = 380.4 SO, IN. OFF RIDGE VENTILATION AREA = 225 SO, IN. PER VENT 380.4 /115 TOTALNOF VENTS REQUIRED = 3.30783 TOTALM OF VENTS PROVIDED 4 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERNANG (E MRIOR OF WALL TO E)MRIOR OF WALL, NO OVERHANGS INCLUDED( C - �eT84 DECO.I' DETAIL SCALE: I/2' -0' 1B' THICK 3 COAT CEMENT PLASTER OVER GRADE '0' FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE TY FELT PAPER 4'x4' GALV.'L'-TYPE FLASHING SET IN ROOFING CEMENT FI5ER"aLA88 SHMGLES OVER 2.6 LEGER DSECURED FELT PAPER ON T. O.SB. SHEATHING OR 1/1' COX W/ I/4' x 4' LAG BOLT PLYWOOD SECURED PER W/ 2' VIA. WASHER NAILING SCHEDULE 24' O.C. MAX LEA!-26 {-I� - 2x6 RAFTERS 6 LUS26 W/ (4)10d'e TO LEDGER AND (2) Wd'4 TO 2x6 JOIST 2X6 LEDGER W/ 1/2'x8' THREADED ROD 32. O.G. 2,-®„ MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY 6' MIN EMBED. 1/2'THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY nR00F @ S.G.D. SHINGLE ROOF ll'_8• 6'-4" 8'-8' i3'-0" 1/4' BRCS. HGT. Y DECORATIVE FOAM DRAIN = TILES FYF'ON IS'X48' DECORATIVE W RAISED SHUTTER OR 4 BAND EQUIVALENT - WA 12 5 WA 7A W-0 3/4' 2ND FLR..I 2, WA J, 18'-0 3/4' 2ND FLR. BRG. HGT.7 — — — — -- - -- BRG. HGT. 77 ,p -0 FYPON IS'X62' DECORATIVE _0, 0 lBp t5 lz SHUTTER OR laA xA MIN. CRICKET xa xa xA EQUIVALENT 5_Ej :LJ 4' RAISED TYP. ( V 1 WA xA � 1 BAND 4 2' 12 WA �n NA 0IL 10'-0 3/4' 2ND FIN. FLR, _ C, — a _ _ _ h10'-0 3/4' 2ND FIN. FLR 7kJ WA TYP. WA 9e8— _ xA 8' _ -S' BRG. HGT. _ _ — _ ._ _ __ _ _ 1,B'-8' BRG. HGT. - — .�. — 6' RAISED 6' RAISED BAND xa BAND (TYP.) 4B xA3 B °� ' i - �— COACH TYP, 4RAISED BAND (TYP.) 0 co co 9 ao e LIGHT v _ 0'-0' FIN. FLR _ -. _- - — _ — — _ _ _ - 0'-0' FIN. FLR FRONT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 14'-0' II'-8" 14'-0' BRCS. HGT. Y 16 15 1TA MIN. x TYP. I IRAA xA IV-0 3/4' 2ND FIN. F..... 1-R. 0 8'-S' BIrS. HGT .A. _ 7B VA xA3 F-1- Typ.l I r ~ a 0'-0' FIN. FLR .L REAR ELEVATION TEXTURED FINISH S Y BRCS. HGT. -m' 0-0 3/4 2ND FIN. FLR ,69'-S' BWa. HGT. BWa. HGT. -0' FIN. FLR Design Grou :nle. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.. AA !: 0003328 W ti W 0 4 a A F ti III avaD:v ae IAT: SILVERADO LOT 18 LOT 6 PROJECT* 04128.000-01861 MOD)QLe 4EHB "2605—HAYDEN" GARAGE 8MUM. RIGHT PACE: FRONT & REAR ELEV. "C" 150 MPH EXP. B L v.- '^ Rio■ . F 11/08/17 : 1/4"=1-0 " r 4C RIGHT ELEVATION TEXTURED FINISH LEFT ELEVATION TEXTURED FINISH A E C N I T E C T I 6 Design Gro so.nc. Wi N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 a Nw h p� U O a U h 4 iw. i, s ulwiv. Z LOT. SILVERADO LOT 18 LOT 6 PROJWT/ 04128.000-01861 >tcoaEM.c 4EHB "2605— HAYDEN" GA:eAGn 8WUM: RIGHT PAGn: LEFT & RIGHT ELEV. "C" 150 MPH EXP. B uk —07 DAM. M. 11/08/17 SCAIA: 1/4"=1'-0" slain" 5C —:: DENOTE RAT ;�'Oj .. s DBa�E 2)(6 Sfi�t0' BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING • 4'-C' O.G. BETUEEN TOP CHORD 4 2X4 SYP -2 X-BRACING. REFER TO DETAIL 9/D5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP *2 OR SPF BEVEL CUT TO TRUSS TOP CHORD W/10d x 3' NAILS 6' O.C. STAGGERED NOTE: REFER TO TRUSS I'll SIGNED 4 SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE 4 REQUIRED FASTENERS. IL 11-1 v FT6 I�F'II III II LL FT4 µ II II II II II III II µII I I I II IIµ II II II II I I I I I I i I II II II II II I I ( II I uuwuu;��uNHNHNU m H I H NNNN�NINNUnnw Ii wNH NN�I II II II II i ill ill II II I I III II II II II I II II II; INI�I�uuH FT - II II II II I;il II II�Ka 12G1 I II II II I MISS SS TO 4 POST (2) HT5-20 L� II l l l l l l ' IPOST TO SttA� (2) 2XI2 HDR U1(2) JACK 4 (2) FULL STUDS EA. SIDE N X 0 LL —T—is — -- lu • 0-- -T%-_ - -- —Ui— _ N ul - _�-- - FTGE2 IT ==I—Z31 = HUC-410 a _ _ � — W�- ------------------ ----- — FTGE h _ _ _ _ ■ (2) 2X(. LEDGER SECURED W/ 1/4'X6' EGE LAG BOLT W/2' DIA, WASHER • 24' O.C. FRAMING PLAN CCA 01/22/16 A R C N I T! C T 8 Gro�usi In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX:407.774.4078 www.abdesigngroup.com AA M: 0003326 w W 0 y A c 11"OUSI)m a• roar SILVERADO LOT 18 LOT 6 pmaw" 04128.000-01861 mol"m 4EHB "2605-HAYDEN" GAPAGE Ill RIGHT PAGE: FRAMING PLAN ELEVATION nCa 150 MPH EXP. B TECTa DENOTE RAT RW • IW O/C MAX .. s PDM 2X6 62RX6AOC • I% OIL MAX BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING • 4'-0' O.C. BETWEEN TOP CHORD 4 2X4 SYP 02 X-BRACING. REFER TO DETAIL WCS FOR BRACING REQUIREMENTS FASTEN 2X4 SYP •2 OR SPF BEVEL GUT TO TRUSS TOP CHORD W/10d x 3' NAILS b' O.G. STAGGERED NOTE: REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE 4 REQUIRED FASTENERS. CJI ti„> '' sn 311 f TRUSS TO 4X4 POST (2) MTS-12 POST TO ELK HTT-4 - - - _ 4 - TM55 TO 4X4 POST (2) MTS-12 CJ5 POST TO ELK II II II II HTT-4 GJ3 �^ a`e J �? II s 3 �' II /I\ a LTFUSS TO 4X4 POST (2) MTS-12 POST TO 51-r- A2II 1►♦��♦♦♦♦.�-A31 ASII �i►�'�Ri'♦��TRUSS TO . • �, --, � •� -- �� ems' �liil-�i■I�I:���i ROOF FRAMING 1 CCA 01/22/16 �,MDesn PH: 407-774.8078 ' j FAX: 407-774-0078 www.a bdesigngroup.com AA k: 0003326 F y .h. 0 �0. U h 4 s x J u BXMDIV. ae Ljovpr. SILVERADO LOT 18 LOT 6 PIIon=T# 04128.000-01861 MoDm t 4EHB "2605-HAYDEN" GAR.&OZ 1I RIGHT PAGE: ROOF FRAMING PLAN ELEVATION „c" 150 MPH: EXP. B ARCMTECT-- 1 V 0 NO 23 � DRnqT A 11/08/17 SCALE: 1 /4"=1'- 0" r eIaEEr� ( C CONNECTOR CONTROL DATE: ei_05_„ SCHEDULE SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-I0 1625 (8) 10d x 1 12' 1-PLY, (6) Ibd 2-PLY, (USP: (10) I0d X 1 12' - NO 16d OPTION) (2) META-l6 1985 (2) HTA 16-18 29M (10) 10d x 1 1/2' I -PLY, (USP: (10) Oct x 1 12') 2515 (14) Ibd 2-PLY (USP, NO Ibd OPTION) HETA-16 laic HTA 16 1870 (9) 10d x 1 12' I -PLY, (8) 16d 2-PLY USP: (10) 10d x 1 1/1', NO 16d OPTION META-20 1810 HTA 20 1510 (9) 10d x 1 1/2. 1-PLY, (5) 16d 2-PLY USP: (10) 10d x 1 12', NO Ibd OPTION } (2) META-20 2035 (2) HTA-20 3230 CIc) 10d x 1 1/2' I -PLY USP: (10) 10d x 1 1/2' 2+' (12) 16d 2-PLY (USP: NO 16d OPTION) z O LGT-2 2150 LUST-2 1550 (1) - 1/4' x 2 1/4' TITEN, 2 (USP: BLK (5) 1/4' WB, WOOD (16) 10d 0 DETAL-20 2480 DHTA-20 2430 (18) - 101d x 1 1/2, 1 PLY MGT 3965 MUGT 4115 (1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP; (26) 10d TO WOOD) 14GT-2 . 10980 HUGT-2 919e (2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED) (16) 10d TO WOOD (USP: WOOD (a) 10d) HGT-3 10530 HUGT-3 9960 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. I2' EMBED), (I6) 10d TO WOOD (USP: WOOD (S) 10d) LGT3-60825 3285 LUGT-3 3525 (12) 908 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) W825) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPFA 1510 (10) I0d x 1-12' (USP: (10) 10d x 1 1/2' VGT 4940 NO USP CONVERSION FOR bIMPSON VGT lit 5/9' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-508 1/4'X3' TO WOOD (2) VGT lies NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS I/4'X3' / 2 PLY MTS-12 1000 MTW 12 IIS5 (14) 1Od x 1 1/2' (USP: (14) 10d x 1 1/2', (14) 10d) 14TS-I6 ISO HTW I6 1260 (16) 10d x 1 1/2' CUSP: (16) Od x 1 I/20, (I6) 10d) HTS-20 14W HTW 20 D30 (24) 10d x 1 1/2' (USP: 04) 10d x 1 12% (20) I0d) HTS-24 1450 HTW 24 1530 (24) 10d x 1 1/2' (USP: (24) Od x 112', (20) 10d) LSTA-12 . 925 LSTA 12 S30 (I0) led U5p: (10) IOd LSTA-18 •• 1235 LSTA 19 1235 (14) 10d USP: 04) 10d 1-16TA-18 +. 1315 META-18 1310 (14) 101d USP: (14) 10d V) MSTA-24 .+ 1640 MSTA-24 1640 (IS) led U5P; (0) led O_ MSTA-30 .. 2050 MSTA-30 2065 (22) led USP: (22) 10d MSTA-36 ++ 2050 MSTA-36 2065 (26)10d USP: (2( )IOd I--- MSTI-36 39W KSTI 236 3S90 (36) I0d x 1 1/2' USP: (36) IOd x 1 1/2' i/1 MSTI-48 5065 KTSI 248 5140 (4W I0d x 1 1/2' USP: (48) 10d x 1 1/2' H6 950 LFTA 6 1210 (8) Sd TO PLATES, (0) 8d TO STUDS (USP: (16) Od x 1 1/1', 06) ad) SP4 a85 SPT 4 945 (6) 10d x 1 12' TO STUDS USP: (6) 10d x 1 I/2' TO STUDS A34 395 MP 34 380 (4) 8d x 1 12' TO BEAM, (4) Bd x 112' TO POST. USP: (4) 8d x 1 12' TO BEAM, (4) 8d x 1 12' TO POST. HCP2 645 HMCP 2 B00 OV 10d x 1 12' USP: (I0) I0d x 1 12' TO TRUSS, (10) " X 1 12' TO PLATE MICA 1140 RT I&A 13M (10) 10d x 112' USP: (9) 10d x 1 12' TO TRUSS, (8) 10d X 1 12' TO PLATE VGT 4 HDU4 4940 PHD 4A 5215 OW-808 1/4'x3' TO WOOD, (10)-905 1/4'x2 12' W/ THREADED ROD, (2) NUTSAIJASHERI PLY USP; 5/6' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WS3 WOOD SCREWS VGT 4 HD75 4940 TDX 10 10140 (16)-506 1/4'x3' TO WOOD, l3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTBNIASHER2PLY USP: 1/0' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS A15U 44Z 2200 6665 PAU 44 2535 6115 (1) 516' A.T.R. IN HIGH STRENGTH EPDXY, (MIK 1' EMBED.) IN CON(„ (12) 16d TO WOOD USP; SAME AS SIMPSON A15U 66Z 2300 120" PAU 66 23W 16005 (1) 5/6' A.TR IN HIGH STRENGTH EPDXY, (MIK 1- EMBED.) IN CON(, (12)I6d TO WOOD USP: SAME AS SIMPSON V) LTTI9 .. 1340 LTS 19 1205 (U 3/4' ATR IN HIGH STRENGTH EPDXY, (MIK 1' EMBED.) IN CONC„ (Wiwi TO WOOD USP: SAME AS SIMPSON Q LTT205 ••. low LT6 205 Iles (1) 12' ATR IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONC„ (101ACd TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2.12, U z HTT4 4455 HTT45 4160 (1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC. (I8) SOMO X 1 12' (USP, (20) Ibd X 2-1/2') Ugp HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-12', (20) Ibd x 2 12' Q HTTS 5090 Htt45 9005 CU 5/8' ATR HIGH STRENGTH EPDXY (MIN. T EMBED,)(26) Ibd X 2 12' CUSP: (10) 16d X 2-127 USP HAS MOREE NAIL OPTIONS, (28) 10d, (28) 10d x 1-1/2', (20)) Ibd x x 2 2 12• 4114DO11-905 25. 11010 UPHD It 143W (1) I' ATR IN HIGH STRENGTH EPDXY, (MIK 10' EMBED,) IN CONC„ (24J eDB Yr x 715' WOOD SCREWS NBP: l241 W83 WOOD 9CREW81 HD1B 6645 TDX W 10140 (I) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIK l' EMBED) IN CCNC„ (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/W BOLTS) (n MBHA 356/I115 3415 9330 NFM35X12U 2980 1130 SIMPSON: (V 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIK 6.15' EMBEDMENT) IN CML. TOP, (I) 3/4' A.T.R.IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) N CMU.FACE, (18J10d TO BEAM USP, (I) 12' J-BOLT W/ MINIMUM 6, EMBED. 4 NOT LESS THAN 4' PRO') EDGE OF CONC W/ 3/4' DIA ITW RAMSET/l�DHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. W MU5C4I2 (WOOD) 3635 2660 (FLR) HU84121F 3060 2110 (FLR) (10) Ibd TO HEADER. (10) Ibd TO WOOD USP: SAME AS SIMPSON 21265 (ROOF) 3325 (ROOF) z Q HUC410 (CMU) IS" 4920 HD410 IF 1305 5000 (15) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 1010 TO WOOD: (USP: (18) 1/4' z 3' W53 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER-, (10) 10d TO WOOD = HUC210-2 (CMG) IBM 5c85 ND210-21F 1305 g000 (I8) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO (MU, (10) 10d TO WOOD: WSP; (10) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER-, (10) 10d TO WOOD HUC210-3 (CMU) lace boas HD210-31F 1305 5000 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USP: (18) 1/4' x 3' W63 SCREWS, (I0) 10d TO WOOD. USP (20) 3/16' TAPPER-, (10) IOd TO WOOD LGUM26-2-SDS 1430 5995 LGJM26.2 1 2125 6065 1 C4) 3/8' x t4 71TEN HD ANCHORS (2 PER FLANGE) TO CMG, (4) 1/4' X 2 12' SDS SCREWS TO WOOD, C4) 3/8• X 4' T.= U WS HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE AR(HITECT/ENSINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. • WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C1 IU. WALL MUST BE FILLED SOLID w/ GROUT. • 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 23R% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 16 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION, N MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' LL1 H 0 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 / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHMECT/ENGINEER O° RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMP50N 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION P-C-HWRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-201b. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DEL 2 x 6 LIP TO W-4' DBL 2 x 6 5'-4' TO 1'-0' DEL 2 x 10 1'-0' TO 10'-V DEL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DEL 2 x 8 5'-0' TO 6'-4' DEL 2 x 10 W-4' TO W-0' DEL 2 x 12 S'-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO 8'-0. U.N.O. 4'-II 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER , 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 (42 5YP) 1/1W 055 NAIL (3) 12d • 6'-8' O.G. FRAMING NOTES: I TYP. 2x12 BM./HDR. I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: TRUSS TO MASONRY/CONCRETE SHALL BE META-I/o • FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-I/o AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO WOOD FRAMING SHALL BE MT5-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRU55 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 NIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES 0 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 TRU55 BEARING. S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. 9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. A R C X I T E C T 8 1 Design Grou 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.a bdesigngrou p.eom AA F. 0003325 A W h U W 0 h O 2 raumm ac LOT SILVERADO LOT 18 LOT 6 PROJL'CT* 04128.000-01861 HODzu 4EHB "2605-HAYDEN" GAMAGN SWZKG: RIGHT PAGE: CONNECTOR SCHEDULE 150 MPH EXP. B Y 1 1 • i. • i, FM=wr 11/08/17 :1/4"=1'-0" .1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e 125V CUTLET 20 AMP ON9LE POLE 110V OUTLET 110V CUTLET ' ro ewral omLET u GPI IIOV CUTLET W' "o F L Tf1EIL TP T l ,-- R[NeTANT TYPG @ 220V OUTLET (4) UM CONIECTION y�ip -tom OUTLET FIIlIVltlll'TBlT BWITCH OWITGM i-WAT OPER �w EUNTGH 4-WAY OPER CEILING LIGHT `Q\ VP PRo uo PROOF & wx4mw CAN WALL 8CCNCE PRE-WIlD vow PAN I CPM PER OQ PT. VENT. PAN uvLaHr I Oft PRR 04 PT. I'�F7 <ePTSCO TeD pY 2-dJLa u.RAI• I OR ARD►O 2'PLUOREOLENT 4' PLUOREOC90 L1 4' TRACK ~ C= PANEL PETER • S.D. erTDKE DETECTOR WALL MO P DATT. eeac.uP eD. Mom DETECTOR W/.HA�III6E CAREOII MONONEK tlA NTER•CME:GTED ® 8/00 eml OETEOTDR COPCO OHAI.L flE A DIOTANCE MUM u TELEVISION JACK CE L' OON 1 I TO LIE: 81R•PORTED N O J-0Ox ACCORDANCE W/ COX MARKED AO SUCH PaR I , X ro Ix elE•PGRreD N CELLPY•PANA.gIlT ACCOIO u4 DOX TTAR® AS 49 AUCl1 TQ! ne ROOD LWHT KP q°T. eeNRITV KeT •AD PA MOH-EULTON POR CNMEe -• Uee POIVT LOCATION OF TV JACKS 1 PHONE OUTLETS FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING, ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PE14 ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION 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 FBGR 9TH ED (20141. ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (20144 PATIO I 0 DVIM / PRE-UREED CLG FAN 6 _5• / I 0 -- u TELEVISION JACK CE L' OON 1 I TO LIE: 81R•PORTED N O J-0Ox ACCORDANCE W/ COX MARKED AO SUCH PaR I , X ro Ix elE•PGRreD N CELLPY•PANA.gIlT ACCOIO u4 DOX TTAR® AS 49 AUCl1 TQ! ne ROOD LWHT KP q°T. eeNRITV KeT •AD PA MOH-EULTON POR CNMEe -• Uee POIVT LOCATION OF TV JACKS 1 PHONE OUTLETS FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING, ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PE14 ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION 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 FBGR 9TH ED (20141. ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (20144 PATIO I 0 DVIM / PRE-UREED CLG FAN 6 _5• / I 0 -- ===3 I III \ / III 1 PRE -WIRED III CLG FAN FLEX / / FOYER IIII / I A\ GFI SWITCH IN / CABINET OUTLET / \ -m FOR DW / TO 21,10 FL. / SWITCH S I 1 1 T \ GFI GARAGE REF —CFI 1 DOOR OPT, J J \ I 1 \ KEYLESS FIXTURE GFI GARAGE DOOR PREWIRE GARAG PRE -WIRED CLGy -FAN BEDROOM #2 / I C---------- �II BATH #2 � � I YII I I zBOLLARD A$ REQ. GOND. PER BLDG. CODE -- s I—i ,1 METER I1 VERIFY W LOC. IRRIGATION OUTLET • 48' AFF. ----_' COACH LIGHT FIRST FLOOR ELECTRICAL PLAN 150 AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THtLN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE ISO AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 M COPPER CCU) IN 1-1/7" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 R2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. I UNIT - NEW CI-4ART LOAD CALCULATIONS ONE FAMILY DWELLING ITWITH C9HEAT PUMP HOUSE PLAN: 4EHH HAYDEN MODEL LOAD INFORMATION VA WOO 9p FT GQRRAi. LTOa X 3 VA PM XQ FT V915 3 20 AIIP APPIIANCE CM— AT t000 VA G 3000 1 LAUNDRY CIRCUIT I000 I RANGE AT NAM PLATE RATING OR COOETOP/OVEN 12000 t WATER NEATER 4300 t Da"MMER tm 1 cunim DRYER AOw 1 DOPOEAL e0O 1 IDORDTTAVE 1500 1 REFRIGERATOR 1E00 9UIMTAL OF GENERAL LOAD 3eE10 FDitYT 10 RYA OF GENERAL WAD AT 100E I0000 REYAIIIDER OF GZMML LOAD AT 4OE W216 VA K .4 1=2 TOTAL NET GENERAL LOAD TDP39 3.5 TON NEAT PU" (R/ 5" EImtGENCY NEAT BTRIP) 2T MP x 2" VA- --- &0 TON Co.— .Y n. 40 ANY x 2" V • 9e00 NET GENERAL LOAD 2=0 NET TOTAL xVAC 9eao TOTAL LOAD s9eee CALCULATED LOAD FOR SERVICE 30RRR VA/Eb V- 129 AI(P 150 AMP SERVICE •NOA3T CABS D M IAM RVAC VJAD Ve® MR CAIOVWTIONe.• NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 3000 vA ® 100%, REMAINDER m 35% NET LOAD: 6,949 RANGE: 12000 s 10% 5,400 DRYER: 5000 • 10% 3500 TOTAL 18,845 NEUTRAL AAPACITY: 18,461 / 240 • 18 A "2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3-2/0 CU, THWN . IY CU IN 2' CONDUIT OR 3 •4/0 AL, THIN . NYT GU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT ® OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT 5WITGI-I AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MCB TELEPHONE SERVICE I CABLE TELEVISION I ENTRANCE IITII SERVICE ENTRANCE EQUIPMENT I EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL I-ROV15IONS OF THE F5CR 5TH EDITION (2014). 5/6" DIA X 8 FT LONG COPPER CLAD GROUND ROD A 8 C N I T I C T 8 Design GIfou 1.E. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 W W FO 4 a C F O e TmT SVHDM ae W SILVERADO LOT 18 LOT 6 1A 00-01861 MODZU 4EHB "2605—HAYDEN" GAItAGE BWn;G: RIGHT PAGIM FIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B ARCHITECT: STATE OF FLOMA n � 11/08/17 8CAm. 1/4"=1'-0" armffir ELECTRICAL LEGENE) SYMBOL DEFINITION NOTES 126V OUTLET W AMP drat. POLE Iu9V OUTLET 110V OUTLET N Cr 42atrL� WIRlO ro auTCH � GFI IIOV CVTLET E"'o WAMMD FAU NTEIVPM6R 4T'. I "TANT TYFEI 220V OUTLET 141 unQ -- W. MD MD GLITCH 6.1 BWITCH 3-WAY OFER �;4 OUTCH 4-WAY OPER 1-0 WALL PIOINMSo LIOHT CEILING LIGHT �o vP �APROLF '0N R[cedfED GN4 �- WALL SCONCE FRE_"Rw eV}.NT. PAN I GII1 FER f# A. PENT. FAN I CRM FER m Pr. L WrLaHT PIKNT� fSFEC'S feD 6Y 4'17 AIWUtC eO.RAP PLu016waw �p — —p— � 4' PLUOI�dxNT W — 7 4' TRACK LIMW C7 PANEL mimilm METER O' S.D. "m oETECroR a TT.e _UP WtJiAEtlll�' eD. WALL rq mp eATT. mmc.IF fl 0 DETECTOR YY.tllOQll� ® S)coI a7� N — I INWeRSHALL M 4- INIA 0�- u TauVlsroN.4Aac L a eox RFAII ro eE aIFFOR,® rLooD Omw OFT. SEgitlAD TT HE FA RId4-BUTTON w CHIMES --`�- we FORT Mr — LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOUNER PRE -CONSTRUCTION MEETNG3. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 5TH EDITION (2014) 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI • ISLAND (NOT ON KITCHEN CIRCUIT) 0151-WAS14ER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5073 FBGR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING. METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF F5CR 5TH ED (2014). ALL WORK TO COMPLY UNTH ELECTRICAL PROVISIONS OF THE F5CR 5TH ED (20142. SECOND FLOOR ELECTRICAL PLAN It G N I T I! C T! 41 rDesign LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003326 ® S)coI a7� N — I INWeRSHALL M 4- INIA 0�- u TauVlsroN.4Aac L a eox RFAII ro eE aIFFOR,® rLooD Omw OFT. SEgitlAD TT HE FA RId4-BUTTON w CHIMES --`�- we FORT Mr — LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOUNER PRE -CONSTRUCTION MEETNG3. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 5TH EDITION (2014) 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI • ISLAND (NOT ON KITCHEN CIRCUIT) 0151-WAS14ER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5073 FBGR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING. METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF F5CR 5TH ED (2014). ALL WORK TO COMPLY UNTH ELECTRICAL PROVISIONS OF THE F5CR 5TH ED (20142. SECOND FLOOR ELECTRICAL PLAN It G N I T I! C T! 41 rDesign LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003326 W m F w 0 g Q F A Z J u av»a:v 4� LOT: SILVERADO LOT 18 LOT 6 'p"'Tp 04128-000-01861 MODI s, 4EHB "2605—HAYDEN" GARAGE &WnM: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B aP WM 11/06/17 8CAIM 1/4"=1'-O" exam 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 $HALL. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT, FROM ANY CHIMNEY OR VENT OUTLET. OR SANITARY SEWER VENT OUTLET PATIO 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCT5, 5HALL BE CONSTRUCTED OF SMOOTH GALv. METAL. - _ - _ _ - _ I I I ICI I I I I I I 1 1111 1 I 1 1 1 1 A 1 1 1 1 ' 1 1 I *1 el I OR OTHER MATERIALS AS PER FBGR 5TH EDITION (2014) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFOi;!M6 SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITICN 1 (2014) MECHANICAL CODE 603.1 DIN ING 1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE ROOM , S/YAI l oia MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE FRO SECTION 403. ABOVE 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE BEDROOM RETURNED, TO EQUAL AIR EXHAUSTED. I III 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE I - I I1 I I\-- z --- 12X6 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. 11 �_---- 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. NI 12XI2 14X6 - - - - - - - - - - 11. DRYER BOOSTER TO BE A PANTECH DBF 15005TER FAN OR EQUAL. 0 O I j 11 1 PTHRJ FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. I ® I 1 I� ----- 11 1 -� O-------------- ----�r I II I I I I I I I I I I O KITCHEN I I I STOR• I I O 1 NOTE w_=1= ALL HVAC TO HAVE PROPER PANS W/ DRAINS O WH ATTIC PAN I- -- - �' o CEILING I- - - -- O O EXTERIOR WALL PLENUM T 1 AIR RETURN 12X8 8X�4` SUCTION AND LIQUID I `\\� 1 I \\ 8' S/A AIR SUPPLY y REFRIGERANT LINES \ FROM A50VE AIR HANDLER _�]EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAIN LINE FLEX 1- EvAP. TRAY PvC SLEEVE TO LINES BELOW SLAB FOYER T REFRIGERANT LINES TO ill PLATFORM RETURN CONDENSING UNIT III TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER - - - G RAG FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 3012.1.1 HVAC DRAINS I PORCH --------------- SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRA55 PLUG _ ---FITTING OR EXTENSION TO 1 I SOIL OR WASTE AS — REQUIRED I WADE 8240-K J05AM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK J I p.v.0 OPTI/SPEG c-- — % 7'I'1---� i 1-INV 5 �---"�-- /--- ---v -EE �SITEPLAN FLOOR SLAB CLEAN —OUT (T FIRST FLOOR MECHANICAL PLAN COUNTERSUNK C.O. PLUG 16 SEE SPEC. -C - - — — — — — — — — - FIN. GRADE -' OR PAVING - FITTING OR I I EXTENSION TO $OIL OR WASTE AS - REQUIRED fI I i �--------y 2INy.SEE —V SITE PLAN (g)EXT. GROUND CLEAN —OUT (TYP.) SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB �8XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN GOND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK - BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR m THERMOSTAT m PASS-THRU AIR GRILL A R C N I T E C T• 6 Design Group Inc. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 w w 0 a G F 0 U rtnwrv. a LOOT SILVERADO LOT 18 LOT 6 PROJECT► 04128.000-01861 MODINU 4EHB "2605—HAYDEN" GARAGE 8WIMM: RIGHT PAGE: FIRST FLOOR ECHANICAL PLAN 150 MPH EXP. B DATIM: 11/08/17 SCALE: 1/4"=1'-0" SilEET 10 ell a R®aR VDtTIGALI.I SV COPC. POURE[LL EE DVBlBT COD[ POR1D R FO SSPoYL<TI(M R-VALyEa • /• COMC. POW, WANWAP S4 i'F6' WIFE RI TPXIYtD PMI6H L a - ¢ s• Rv La RIOLOPAID u pIV 9lCN! P.T. DT. PLAT[ TO CRC. Sv IO'XW AN040M DOLT RV ]' WAMIEIR Ir T' Q'OCD. MN . 82• OG MAX 8[GSRE P.T. DT. PLATE ro MAD WI Irs'xW aIaCR DOLT & ]' eIADeR T EMDaD. MM . W. CG MAX DROPS P.T. PIT. MATE TO MAD uV ISI DIP MASCIRT MASH • H]' C. a• THIOC ]6M P61 . ]6 Odrs KAD REI POSClD NOb ro• ", FM MR �, •-MLL POLY lTMTLEMe VAPOR RETARDER L li ' . ON WLLL•CR'IFAGTED r, .eu FILL TERIITE m 3 a ®. Ik iREdnlelT Raa,L es oa.A-cat fiJ a RCDAR OH CNAll4 THICKEN EDGE 4 u • ° /' CCNC RlIM. uM rb' WAXNAS, YSTi ON •-FM POLY E1HYL6TEi • A' CONC%R[R!. W/ ib' WAMWAm AM, ON 6H 11. POLY [THYWM VAPOR - • • ° /' LONG. REW.. YV bSN' WAlASAm W1M Q1 r-MIL POLY [T VAPOR R9TAR0[R - • /' taro. R[PP. 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RN sb' W,O•SAo RRM ON 6iSL POLY EIMTL@E VAPOR F E PETARDER RI W'1L{R'IPA WWW nCLEAN RLL TERM[ 11td11'IENT SMALL -ARP & REtARODR GN WRL-CLTIPACTED GLLW m 1'ILI. IEIOYIR TtAIMDVf SMALL D! a• 6i 4• OORA-CAC k RCi.WER W WLLL.CQIPKI® C�EtlJ m FILL TE•ATE TREATrCR SMALL DE - A' GRC. R[Rt. YV ib' WAbnM WLY CTI 6MNL POLY E111TLENE VAPOR E • �TAIOER W'LL-CQ'S•ACT� 0.H//! •' - • ^ ItTdlm[R GN W6L-CRTALIED CKAM PILL TERRTE TItd1MEM SMKL D[ pORA•CARE - ItTAImER Ri Y6L-GR'11'AGTID - CLEW ALL lE•'61E TRTT•MT EASHALL DE DORA-Cat L IS M.L TER- M TMA"W SMALL De ¢ DE OCRA•CARE E !]l O IIEDM ON CHAIR ®6' <eJ a OFI MISS Pt CHAIRS OoD ` ORA-CARE _ (]J a REDAR CT1 CHNp6 =O a• (]) a REDAR CN cMdPR6 \�!!J •S REDAR ON CMAIR2 m GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE TEP—UP 2—STORY LB.W. SLAB AT GARAGE 1—STORY FOOTING ���UPLIFT �1 2—STORY L. B. W. W/ UPLIFT 6 B L B. W. W NO UPLIFT �1 W/ NO UPLIFT SERVICE DOOR %Q1 AT GARAGE � SCALE: IR••I'-®`SCALE: ' <I1 a NEAR VERTICALLY aV CONO. PCIPP CELL •. RAN CURD PIEIGMT VARDS L Q {' COW- f. w 6Y6' WA)FJIIAm W61 CM 6a'SL POLY EiIIY'LBlC J LVAPOR PReA RDEIR RI AC= CLEAR PILL m T TE 'lItA1FtIT SMALL DE eoR4-Cat > 6RAD6 em. TRAIX R•tltl6H FLOOR a raR aARAGc DDGR flJ a F. vERTCALLY W1 COIVC. I•GI]e cML SIDI Y GODL PVR RRLLATCN R-VALA88 A TEXRStp •MESH L ¢ S' CTL - Yilfili.IR' £ O u1OOD MASS b • 0 • <H1 a REDRR (.N CMARB 6 _ ' ° CN 6R 11. POLY W[TMYLIM VAPOR { R•TARODe RI WELL-GQIPAGIED vAR1Eb 0-3' 3' 0 --yy.. m {' &L NEW YV ib' WAAPOR WIM _ 4' ONOLL NEW ETHYLENE VAPOR �jA• GLEAN RLL IERIIT o TREATTENT SHALL DE DORA•CARE e _ {' CON4 REM. R4 6'xs' WARNAm W W ON R[a.L-GQ1P CLEMIVAPDIR �dl®lR CN (IJ •S-FtM. C _ RETAILER ON WILL-taIPACTED GLEAN ° PILL TDI•STE TMdTMENr ewu x OORA-GMt a 6 I'-B ]-m' a R®dR CN CHARS L— � � NRdTI'IIR SWYL De DORA-CARE \ \ T\,a.�T�V m � !81 O REDYR OM CHARS 2—STORY FOOTING 2—STORY FOOTING �1 AT GARAGE /O\�CONCR_ETE PAD 10 SLAB AT S.G.D. 11 GARAGE DOOR FOOTING ��l SHOWER RECESS FOOTER 8 13 W BLOCK WALL SCALE: 12'.I'-0' \ ✓ l �Ga-R�"fH �T�— 6GALe. r.r-a 6GALE' In'.ro• 1�. 6c>ye, I'.r.m. SCALE= IR'.I•-0. NEY SEAL GIRCIITED DGMD DEAN _CAM. — vAl•ES FeR 0.cV. Y LIN[ ne VERTICAL REDAR i _ TK vTRTICAI RmAW ronWl•zR]rAL I' PVC MlEVE FLR GAS LME d-C FM RR TO MOI•E]MTAL REDNR EJ Im• MOO. PRIItD LSQEL cart. (TYr.J •• Rv FILLED C[LL lMJ o ,av �' ola'AITeD eoro e[NT ° , VARRS PER MEV. c - REDdR Fr e• Moo. VARIES PER ELEv. ^ >x WALL PRArTMG ({)15'%T• dNGICR CIR.T6 ({)1f'NT• L TE6M® DONE DeAn SI !•DOLTS T SPAC MT YN LY Pl L•• WARIER AND NQ MAGED T IN 1I M R.00IR TO ILL (61-N VE M JOIN» PRIOR TO FILLW6.lM[Ev[D ANCMRR M SOLID PGUR ACOEPTADLE RETROFIT) ° I O '^ 3 r' PVG cHA6e TMa FODTMG I•STCRT f]Je R[DAR CH CHARS - _ - . EXT./INT. FRAME WALL TO ]-)TOR !» a REDAR CN CNYR �1 NOT USED 1 `7' ��1BLOCK WALL CONNECTION 1 L/ SCALE' W'•1'i• 1 V l :P� (0MMIDAIR VERIICALLYUACRC POR am" SEE DlRRS GODS PORTS FOR MSwATNT1 R-VALI!!S N CI'RI IO. OTT, K. OD. ""'CO DYE w bb' WAWRAR WE'1 POLY � VAPOR L 19p 0.EAN P a CLEAMOIT RCOWIRM' — RISP[GTICM m'-m' FM PLR 0.[ANOUt REODRED IG 1R M6PECTN]N m•-m• PM PLR 11 _ •-I I'. ° RPSAIR PC To �RIwR_ REDaR ab b' HOCK L . (I/ a REDAIR sET N SBTSM NI611 r 81REN8TM lPOJfr Y D10ED. MN .I 1A !]! a ItDdR . I RLL 1ERMIIE TREAiT'!!T .L Dl m 4.GAlt Dp n a TO MALL ISSAR - R{DAR IW t' IICCK L -STORK fe) a R®AR . ]•6TRRY °r R1181DE MISS— TO D! ,.._..,. CONTMCUS nl a reRr. OOUEL LAPPED SV DRO DEdM GDI.IEt z i= 6' PVC GIIASe TMRS WOTFY9 1 _ - A• CONE. ItRf. W/ 6'.6' WAw 1 r. �a -1 �gnKT _ m m YAIIT 6-MIL POLY EtHrLBE '.�VAPOR RETARDER ON L I -STORY •. � TFS �"E m3 6' ;STORY HORIZONTAL/VERTICAL OORAC°t M�L4 f1e1t°°"R R""°b HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH %1 REINFORCING FI BEARING CHANGE 1—STORY FOOTING A OMITTED DOWELS , B REBAR LAP AT FOOTING SCALE• IW'. •T®: AT LINTEL CORNERS C W/ BLACK WALL D Tom' NIS r—A-17— EXTERIOR FOOTERS AT FINISH SLAB'S TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 E C T 6 Design Grou .2c. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH:407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA N: 0003326 w fi V O R a N A R z MGM. a LOT SILVERADO LOT 18 LOT 6 PROJWT# 04128.000-01861 moDzXit 4EHB "2605—HAYDEN" GARAOR MVrD - RIGHT PAOR: MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPH EXP. B PnngT DAT31k 11/08/17 aCALIM 1/4"=I'—O" axaaT —1114 PFiE-ENGINEERED TRUES W-O' MIN, MTS-12 BOTTOM PLATE, 1/16' OSB. (2) 12d NAILS AT I 2X4 EA STUD. 6TM. PLATE 2X4 DEL. TOP PLATE 2X4 STUD 16' O,C. Tnb• oJB. Vi' AB. W/ MIN. T' EMBEDMENT LOCATE b'-S' FROM ENDS AND 32' CZ. MAX. TEXTURED FINISH MTS-12 META-16 3210 MAX 8' CMU WALL (2) 12d NAILS WITHIN 4. OF EA PRE-ENGINEERED END 4 (2) 12d NAILS • 12' 00. TRUSS MAX IN FIELD. _STICK BUILT WALL DETAIL 1 N.T$. KNEE WALL DETAIL 0 C i{ SCALE: 1/2•.I'-0' SECURE 2x6 MIN. t0 BLK W/ (2))5' ANGIIOR BOLT W/ 1' WASHER SET IN SIMP60N HKsH STRENGTH EPDXY 4' EMBED. 2X4 SECURED TO GABLE END W/(2A2d*EA UPRKaI•IT PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ CONNECTOR PLAN DOUBLE TOP PLATE• CRIPPLE STUDS 16. O.C. MAX SPS • EA STUD TOP 4 BOTTOM PRE-ENG TRUSSES W/rlgm C4ONNUEGTOR UP TO 'IU800 PLIFT DOUBLE TOP PLATE A SECURE 2x 70 BLOCK W/ (2) &' TAPOONS OR DRIVE PIN (MIN SHANK SIZE J45) HEADER 1 .9 SEC M 2X4 ON FLAT TO BLK O HEADER SIZE PER SPAN CHART, FH4lGd8T L 2X4 SECURED i0 GABLE E. W/(2)12d SIMPSON LSTA-12 EA JACK STUD, BOTH SIDES OF OPENING. 2. STUDS 16' O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN 3. OF WINDOW/ DOOR OPEnirr, as• SIMPSON MSTA-24 EA JACK 2xS STUDS • I6. OG. MAX W/ SHEATHING. SHEATHING TO BE WITHIN }' OF WINDOW/ DOOR OPENING AND SECURE PER FASTENER SCHEDULE (MN EMBED. I I-) g WITHIN 8. OF EACH o"� END AND 18' OG. MAX SP•CI '' J' O.SB. SHEATHING OR DOOR/ W/ CUT NAILS. WINDOIU OPENING OPENING AND SECURE PER FASTENER SCHEDULE (2) STUDS, (2) JACKS • EA JADE OF OPENING Rou�u oPEw�rw ;' COX PLYWOOD - '� 91DE8 2XB GARAGE DOOR BUCK W/ (3) 2X & )-BOLTS 4' EMBEDMENT MIN. W/ 2'X2'>% WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HOP. IN JOINTS PRIOR 70 FILLING. 1-2X6 FT BLOCK • CENTER OF DOOR HEADER W/(11)5'X8• J-BOLTS 4' EMBEDMENT W/ 2'X2'XY4' WASHER AND NUT '� OO A L • GABLE BLOCKING TR189 2x4 BLOCKING EA RAFTER L-30 EA RAFTER H2$ EA RAFTER 2x4 RAFTER • 24. O.C. 2x4 FRAMING (TYP) I� KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) BE JACK STUD A96-LY TIME. SECURED ONE PLr A TIME. USE @d NAILS, T40 WITHIN b' FROM EACH END 4 NO MORE THAN 11. O.C. 9TAGGERED 6P4 OR NS TOP AND BOTTOM PLATES • EA FULL LENGTH STUD, BOTH 91DE8 OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 0' O.G. STAGGERED WINDOW SILL W/CRIPPLEJ I6' OG. I' DIA ANCHOR BOLL AT I6' O.C. MAX WITH T' EMBEDMENT AND 1' CIA. WASHER _ AGK, SESECURED W/ • EA SPECIFIED ANCHORS 2XS P.T. BOTTOM PLATE 2x4 BLOCKS CM WALL ' so a To s'-m• F-F c T 91L 1 - __ NOTES_. _.__ ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION NSTR.IGTIONB WHERE SHEATHING MUST NOT SUCH INSTRUCTIONS ARE MORE STRINGENT BREAK I'-4- MIN. FROM 2ND GARAGE DOOR 1BUCK ATTACHMENT v SCALE, I/2'•1'-0' %1 FRAMED OVERHANG `F N.TS. TYP. ��10PENING EXTERIOR WINDOW DOOR � WD FRAMED (W/FLOOR FLR LINE. TRUSS WINDOW ® 2—STORY OPENING WALL FRAME A SECTION (� ARCH WINDOW v SCALE: V2'.I'•0' BCALEIR'.I'-0' 3 ® FASTENER SCHEDULE NOTE%TYP. EXT. SHEATHING ATTACHMENT ROOF DIAPHRAGM USE 1/16' Oba OR 1/2' COX PLY WITH -6 RING SHANK GUN NAILS AT 4' O.G. AT ro Rix -- wn nails . a• a.c. T— , EOTTQ'I EIXaE6 FOR BEAR 4 UPLIFT (0.88. TO BE STRUCTURAL GRADE) CONNECTOR. FROM STUD TO PLATE Al. SUPPORTED PANEL EDGES AND 'e RING SHANK GUN NAILS AT 6. O.C. AT NOT REQUIRED EXCEPT OPENINGS PRE-ENG TRUSS INTERMEDIATE SUPPORTS. SEE DETAIL DEL. 2X 70P PLATE ROOF SHEATHING TO GABLE END FRAME USE 'S GUN NAILS • 4' OL. VI6' OSB. - 2X BLOCKING EXTERIOR SHEATHING w TOP OF 9 USE IAW O.S.M. OR 1/2' PLY WITH'S RING SHANK GUN NAILS AT 6' O.G. AT PANEL SIDES AND -6 RING SHANK GW NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 'S SHANK GUN NAILS AT b' OZ. AT INTERMEDIATE SUPPORTS. SEE DETAIL NOTE, RING SHANK GNAILS SHALL BE PERMITTED AS AN GUN ACCEPTABLE FASTENER FROM ANY MANUFACTURER o) J a y 3 o C '6 RING C. IN FIELD gHyNK C�JN NAILS O • b' .C. T/Ib' O$B. 2X STUDS 16. OZ. MAX IX BTi"I. PLATE 3/4' FLOOR DECKING ' NAIL REQUIREMENTS m wa PRE-FEOO FEETR�USB a - 2X4X4' SECURE TO TRU98 W/ 3-17d W-8' OL, MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-IId SECURE TO BLK W/ META-16 SIZE HEAD LENGTH DIA TENSILE S 8d ROWDMODIFI 2 3/8' JI3 M0p00 OR T NOSE, NAI(�S TO BE M1FG. BY H gg��11RR OP INT. STAPLE, NAIL 4 TOOL AS80CIATION I. m.tl3 INCH NOMINAL SHANK DIAMETER $. RNG DIAMETER OF 0IDI2 OVER SHANK DIN-IETER 3. 16 TO 20 PoNGS PER INCH 4, 0280 INCH RJLL ROUND HEAD DIAMETER S. 2 ING41 NAIL LENGTH ROOF SF IEATNINCs LAYOUT AND ENDWALL BRACING TOP CORD BLOGGNG AT 4' O.C.MAX M FIRST 2 PRAMW SPACES AT EACH END. RAFTER OR TRUSS o ROOF SHEATHING V 0 t) l BUILDING LENGTH 9 _W LL Z � U gf 0 6 F 2X4 • TOP 4 W/ (S) 12d NAILS �TTCM �T' N0 HETA-16 BLK WALL Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK TO O$B. O HORIZONTAL 2X $PP. STRUCTURAL BLOCKING AT PERIMETER OF O.Sa TO PROVIDE CONT. NAIL PATTERN OO REMAINING AREA TO BE SHEATHED FROM DEL. TOP PLATE TO FUORZONTAL BLOCKING. SHEATHING TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW 09 INSTALL ALL SHEETS WiFACE GRAIN PARALLEL TO STUDS — TYP. EXT. SHEATHING T ATTACHMENT FOR ROOF SHEATHING (O$B. TO BE STRUCTURAL GRADE) m y '8 2' DECK SCREWS - b•-a' w MAX MAXN FIELD UNTHREADED 'SHANK TO EXTEND BEYOND' o THICIQNESS OF SUB -FLOOR SHEATHING �� F ryP, EXT. SHEATHING ATTACHMENT 2'-0" EXT VISION ®oP S C %R1NOT USED v FOR GABLE END FRAMING FOR WALL SHEATHING (065 TO STRUCTURAL GRADE) BE TYP. 3/4' TAG JUB-FLOOR DECKING GLUED TO ALL EXPOSED MEMBER) EXT. WALL 7 SCALE: I!1'•I'-0' 1SHE0ATHING � A E C N I T E C T 8 Group" Design 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 A W rq O R y O R I IUDDIV. So WTI SILVERADO LOT 18 LOT 6 IpRo OCT# 04128.000-01861 MODMU 4EHB "2605-HAYDEN" GARAGE OWING. RIGHT PAGE: MISC. DETAILS 150 MPH EXP. $ MINT 11/08/17 EICAIM 1/4"=1'-0" asmET FI$ERGLA55 SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9O52.1 ON I}' 0.5.8, SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS 17, IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY �Itvo W) w iQ ZQ0 SEE ENERGY CODE FORMS :OR INSULATION R-VALUES 'GYPSUM BOARD OR %' HIGI iRENGTH GLG. BOARD :ONC. FILLED LINTEL BLK W/ 1) 05 REBAR CONTINUOUS 'RECAST LINTEL SEE ENERGY CODE FORMS OR INSULATION R-vALUE5 11NDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS a 16, O.G. 8' CMU 1/2' GYP, WL. BD. WOOD BASE 1—STORY BLOCK WALL SCALE: 3/4' = I' -0 ° 1/16' 0S.5. OR }' CDX TYVEK BUILDING WRAP FORTIFIBER BLDG PAP GALv'D MTL. LATH 116' TEXTURED FINISH a WOOD 'V TO V MID WALL WEEP SCREED Z� �J -8' CMU -5/8' TEXTURED FINISH o MASONRY WEEP SCREED DETAIL ® WOOD TO 2 `uk— -' C V1V1V. SCALE: 1 1/2' =1'-0' �Q�OT USED FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED 2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES 030 2x4 BLOCKING BETWEEN PER FBCR R90521 ON i}' TRUSSES WHERE 'X' BRACIN OVER FELT PAPER INSTALLED PER FBCR TRUSSES WHERE 'X' BRACING O.S.B. SHEATHING OR }' COX IS PRESENT R9O52.1 ON j' O.S.B. IS PRESENT PLYWOOD SECURED PER PRE-ENG GABLE TRUSS SHEATHING OR }" CDX -`� PRE-ENG GABLE TRU55 FASTENER SCHEDULE PLYWOOD SECURED PER U/ P.T. Ix2 W/ MTL. DRIP EDGE 2x4 NAILER FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ (2) 2x4 2x6 SUB-BAGE CONT. 2x4 RAT RUN SECURE P.T. Ix2 W/ MTL. DRIP EDGE 12d's a EACH TRUSS PER ELEVATIONS m. W/ (2) 12d's a EACH TRU65 2x4 OR 2x6 SUB -BAND m' TO BE INSTALLED o MID. POINT OF TYP. VENTED ALUM, SOFFIT o.". TO BE INSTALLED 6 MID. PER ELEVATIONS TYP, TRUSS SPAN, OR 10'-0' O.C. MAX. POINT OF TRU55 SPAN, OR VENTED ALUM. SOFFIT °H SEE ENERGY CODE FORMS STIFFBACK (SEE SEALED 10'-0' O.G. MAX. FOR INSULATION R-VALUES TRUSS ENG. FOR SIZE a 5EE ENERGY CODE FORMS STIFFBACK (SEE SEALED J' GYPSUM BOARD OR CONDITION.) FOR INSULATION R-VALUES TRUSS ENG. FOR SIZE a HIGH STRENGTH CLG. y O.S.B. SHEATHING OR }' GYPSUM BOARD OR }' CONDITION.) O.S.B. SHEATHING OR BOARD CDX PLYWOOD. ATTACHED" PER FASTENER SCHEDULE HIGH STRENGTH GLG. CDX PLYWOOD. ATTACHED 2x4 NAILER ON SHEET 05 $CARD PER FASTENER SCHEDULE 2x4 m 24' O.G. o INTERIOR l/8' THICK, 3 GOAT GONG. FILLED LINTEL BLK W/ ON SHEET D5 KNEE WALL PORTLAND CEMENT PLASTER (1) 05 REBAR CONTINUOUS 1/8' THICK, 3 COAT GONG. FILLED LINTEL ELK W/ OVER EXPANDED GALV'D SEE ENERGY CODE FORMS PORTLAND CEMENT PLASTER (1) 19 REBAR CONTINUOUS METAL LATH ON FORTIF15ER ( FOR INSULATION R-VALUES OVER EXPANDED GALV'D ! JUMBOTEX GRADE 'D' PAPER PRECAST LINTEL METAL LATH ON F-ORTIF15ER PRECAST LINTEL OVER TYVEK BUILDING WRAP WINDOW ATTACHMENT AS JUMBOTEX GRADE 'D' WINDOW ATTACHMENT AS (REFER TO STUCCO SPECS PER MANUFACTURES PAPER OVER TYVEK PER MANUFACTURES FOR COMPLETE INFORMATION) SPECIFICATIONS BUILDING WRAP (REFER TO SPECIFICATIONS STUCCO SPECS FOR D WEEP SCREED PRECAST SILL COMPLETE INFORMATION) PRECAST SILL (SEE DETAIL (1) 05 REBAR VERTICALLY WEEP SCREED (1) 05 REBAR VERTICALLY SECURE GABLE TO 2x6 P.T, W/ GONG. POURED CELL (SEE DETAIL 2) W/ CONC. POURED CELL PLATE W/ 12d's 8' O.C. MAX F Ix2 P.T. FURRING STRIPS SECURE GABLE TO 2x6 P.T. Ix2 P.T. FURRING STRIPS ® 16' O.C. PLATE W/ 12d's 8' O.G. MAX 16' O.G. SECURE 2x6 PT. PLATE TO I a, 8' CMU SECURE 2x6 PT. PLATE TO 8' CMU BLK W/ }'x9' ANCHOR BOLT W/ GYP. WL. 8D. BLK W/ �'x9' ANCHOR BOLT I/2' GYP. WL. BD. 2' WASHER SET IN SIMPSON WOOD BASE W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' HIGH STRENGTH EPDXY 1' WOOD BASE EMBED, MIN. 0 32' OC MAX. 7 EMBED. MIN. H 32' OC MAX. V THICK, 3 COAT 5R THICK, 3 COAT PORTLAND CEMENT TLAND CEMENT PLASTER APPLIED w PLASTER APPLIED o DIRECTLY TO MASONRY DIRECTLY TO MASONRY NOTE: 1—STORY GABLE 1—STORY GABLE PER FBCR 505.2.1 - FOR ROOF SLOPES 2:12 TO BLOCK WALL 1 A SCALE: 3/4'•I'-0' W/ VAULT CLG. BLOCK WALL LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT I5 UB SCALE: 3/4'=I'-O' PERMITTED BUT MUST BE PER A5TM D226 TYPE 11, ASTM D 4869 TYPE IV, OR A5TM D 6'15-1 6' crW K' DRYWALL I'X4' OR I'X2' P.T. NAILER Ix4 P.T, OR %.X4' MIN. SECURE THRI FRAME 1 EXTEND IA* INTO BLOCK W/ %' TAPCCNB OR DRIVE PM MIN. SHANK SIZE J45 M. HEAD SIZE 3000 ❑ MIN EMBEDMENT 1-V WITHIN 8' OF EACH END 1 IS. OL. MAX SPACING Doan CA.61NG DOOR JAMS OR UJINDOW ATTACH TO 2X PER MANUFACTURES PETALS. NOTE: SHMI AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +3/4 OR +5/4 %1 WINDOW TO BLOCK +3/4 OR +5/4 U-= SCALE: I'•I'-0• 2X4: SECURE TO BLOCK W/ N.' TAPCO" OR DRIVE PIN (MIN. SHANK 612E U45 MIN. HEAD SIZE 300 MIN. EMBEDMENT IYi) WITHIN VCF EACH END 1 S' O.C. MAX SPACING. 2x6: CECI SEGUE TO BLOCK W2-j(.' SECURETAPCONSTO DRIVE PM MRL SHANK SIZE J4D MIN. WAD SIZE 300 MIN. EMBEDMENT I Y.') WITHIN 8' OF EACH END 1 IVOC MAX SPACING e, cm 2X& CIM K. DRYWALL SECURE TO BLOCK W2-%' TAPCONS OR DRIVE PIN I'X4' OR I'X2'P.T, NAILER (MIN. SHANK SIZE J46 POOR CASING MIN, HEAD SIZE 300 DOOR JAMB OR WINDOW MR EMBEDMENT I Y.'/ ATTACH TO 2X PER WITHIN Sy OF EACH END 1 MAN FACTURE$ DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1/2" SGAL& I'•I'-0' 2X4, CM SECURE TO BLOCK W/ V TAPCONS OR DRIVE PIN (MIN, S14AJC SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT 1 Y4') WITHIN VOF EACH END 1 IB' O.C. MAX SPACING 2X6, CEO SECURE TO BLOCK W2.%' NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PM BE ON OUTSIDE 1 SECURED MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 ' TAPCON MIN. I-Yi MIN. EMBEDMENT 149 EMBEDMENT INTO BLOCK. WITHIN 8. OF EACH END 1 e. CMU V O.C. MAX SPACING. If' DRTUJALL 2X81 ® SECURE TO BLOCK W12-V I'X4' OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN TL' CAB. X 4' MR MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMS OR WINDOW MIN. EMBEDMENT I Ys') ATTACI TO 2X PER WITHIN V GR EACH END 1 IVOC. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y •1 DOOR JAMB TO BLOCK +1-15/16" �r1 WINDOW TO BLOCK +1-15/16' SCALE: I' • I'-0' 2X4: CM SECURE TO BLOCK W/ V.- TAPOONS OR DRVE PIN (MIN. $HANG SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) WITHIN d OF EACH END 1 IS, OC. MAX SPACING 2X6: CEM SECURE TO BLOCK W244 NOTE: STRUCTURAL 2X 1'1151 TAPCCNS OR DRIVE PM BE ON OUTSIDE 1 SEGUED (MIN. 6HANK SIZE J45 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 '/b' TAPCCN MIN. I-Y' MIN. EMBEDMENT I Y•') EMIDEDMENT INTO BLOCK WITHIN 8' OF EACH END 1 a. CMU IS' OC. MAX SPACING 2X& CEO KDRYWALL 6EClIE t0 BLOCK W2-11' I'X4' OR I'X2' P.T. NAILER TAPCCNS OR DRI VE PM 1' P.T. X 4' MM. (MIN. SHANK SIZE J45 POOR CASING MR HEAD SIZE 300 papR JAMB OR WINDOW WIT EMBEDMENT I YEN ATTACH TO 2X DER 16' WITHIN 8' OF EACH END . MANUFACTURES DETAILS, IB' O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4" SCALE, I•.I'-0' 2X4: CM SECURE TO BLOCK W/ V. TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J46 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8. OF EACH END 1 18. O.G. MAX 6PAGMG 2X6, CEO SECURE TO BLOCK TAPCCNO OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 BE ON OUTSIDE 1 SECURED MIN HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN, EMBEDMENT I V) %' TAPCON MIN. I-Y' WITHIN VOF EACH END 1 EMBEDMENT INTO BLOCK V O.G. MAX SPACING. e, C CM 2X8, CEM h' DRYWALL SECURE TO BLOCK W/2-11W TAPGONS OR DRIVE PM I•X4' OR I'XJ' P.T. NAILER (MIN 6WANK SIZE J45 DOOASI R CNG N. HEAD SIZE MI300 DOOR JAMB OR WINDOW MR IS-IDEDMIENT 14') ATTACH TO 2X PER WITHIN e' OF EACH END 1 18. 0, MAX SPACING MANFACTURES DETAILS. NOTE: SHIM AS NEEDED TO ELUTE JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T E % SCALE: 1'•1'-0• 2X4: CEO SECURE TO BLOCK W1'�(.' TAPCONS OR DRIVE PIN (MIN. 6HANK SIZE J48 MIN HEAD SIZE 300 MIN. EMBEDMENT 04 ) WITHIN V OF EACH EEND 1 b' OC. MAX SPACING NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 1 SECURED THROUGH RAIL TH 2X6, ® N MR 1144- N MN. I-Y' SECURE TO BLOCK UI/U-j(.' OR DRIVE PIN EM EMIE EJ"BEDT¢NT INTO SLOGK fM R 61 A (MIN SHANK 911E 146 a CMIJ MIN HEAD SIZE 300 !f' DRYWALL MIN EMBEDMENT I )4') WITHIN VOF EACH END 1 I'X4. OR I'-' P.T. NAILER 10' OC. MAX SPACING. 2ND 7X SECURE To ZXB, ® STRUCTURAL MEMBER W/(2:I d SECURE TO BLOCK W2-U1(• WITHIN W OF EACH END 1 b' TAPC," OR DRIVE PIN TO 8' O.C. MAX (MIN. SHANK SIZE .145 DOOR CASING MIN HEAD SIZE -00 MIN EMBEDMENT IV) DOOR JAM OR WINDOW WITHIN 8' OF EACH END 1 ATTACH TO 2X PER 18. O.O. MAX SPACING, ryAN1FACTUREB DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED )14•1 DOOR JAMB TO BLOCK +T %Z WINDOW TO BLOCK +3" 1SCALE: I'.I'-0' 2X4: SECURE TO BLOCK Wb4' TAPCONS OR DRIVE PIN (MIN SHAW, SIZE 145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 Y') WITHIN B• OF EACH END 1 IV OC. MAX SPACING. 2x6, ® SECURE TO BLOCK UN•I/4' NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN BE ON OUTSIDE 1 SCOURED (MIN. SHANK SIZE J4D THROUGH NON-STRUCTURAL MIN HEAD SIZE TAPCON MIN I -kW M. MEMBEDMENT I ,BEDM@HT Y0'1 EMINTO BLOCK EMBEDMENT LOCK. WITHIN e' OF EACH END i 18' OC. MAX SPACING a, CM 2X8: CEM N DRYWALL SECURE TO BLOCK W/1-1/4' I'X4' OR DO' P.T. NAILER R TAPCONS OR DRIVE PIN 76• OJSD. X 4' MIN. (MIN. SHANK SIZE J45 MIN HEAD 911E 300 DOOR CASING MIN. EMBEDMENT Yi) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 ATTACH TO 2X PER 18. O.C. MAX WACMG MANIFAr UES DETAILS, NOTE, SHIM AS NEEDED TO PLU115 JAM (DO NOT EXCEED Yi) DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" 2X4: CM SECURE TO BLOCK Whi TAPOONS OR DRIVE PIN (MIN. SHANK SIZE .148 MM. HEAD SIZE 300 MIN EMBEDMENT IYi 1 WITHIN e• OF EACH END 1 18' O.O. MAX SPACING. 2xb: CEO SECURE TO BLOCK WA-114' TAPCONS OR DRIVE MN NOTE, StIR1GTURAL 2X MIST MSHANK SIZE SHASIZE 148 BE ON OUTSIDE 1 6EGUED MM. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN EMBEDMENT I Yi) %' TAPCON MIN. IA • WITHIN e• OF EACH END 1 EMBEDMENT INTO BLOCK 18. OC. MAX SPACING. 8, 2X8, C� DRYCMU Yi' WALL SECURE TO BLOCK W11-V4' TAPCGNS OR DRIVE PIN I'x4' OR I'X2' P.T. NAILER (MIN. SHANK SIZE J46 I' P.T. X 4' MIN MIN. HEAD SIZE 300 DOOR CASING MIN. EMBEDMENT I Y4') WITHIN VOF EACH END 1 DOOR JAMB OR WINDOW 10' OC. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM As NEEDED TO PLUMB JAMB (DO Nor EXCEED J,4•) DOOR JAMB TO BLOCK +3 3/4" H WINDOW TO BLOCK +3 3 4" SCALE, • o r m I r is e r s 6 Grou i �n Si N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 www.a bdeslgngroup.00m AA #: 0003326 Ic Tn w z a N C a 0 i LSILOUSDM Ae LOT: VERADO OT 18 OT 6 PROdffiCT* 04128.000-01861 MODRIA 4EHB "2605—HAYDEN" GARAGM OWING: RIGHT PAQS: MONOLITHIC 1—STORY WALL SECTIONS & NOTES XP. 150 MPH EB ARCHITECT, STATE OF FLORA p 201 D � 11/08/17 OcALB: 1/4"=1'-0" OIRmET 3 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R0052.1 ON J' O.S.B. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR J- COX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5. 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. 0 TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 15 FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS o EACH TRU55. BTM. RIBBON TO BE P.T. — WEEP SCREED (SEE DETAIL 2/D3) EMBED, STRAP VERIFY W/ TRU55 PLAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MA50NRY 2—STORY FIRST FLOOR BLOCK SECOND (-1-,FLOOR FRAME SCALE: 3/4'.I'-0' Jl \ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ' GYPSUM BOARD OR J' HIGH STRENGTH CLG. BOARD TWIST STRAP VERIFY W/ TRUSS PLAN WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS 6 16' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-vALUE5 J' T t G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG, SPECS.) J' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD CONIC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 45 REBAR VERTICALLY W/ CONIC. POURED CELL Ix2 P.T. FURRING STRIPS 0 I6' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RW52.1 ON J' O.S.B. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK (SEE SEALED TRUSS ENG. FOR 51ZE t CONDITION) SECURE 2x4 PLATE TO WALL W/ i'x6' THRU-BOLTS 9 32' O.G. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d'S 8' O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 0 24' O.G. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.5.B. SHEATHING OR }' COX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALvD METAL LATH ON FORTIF15ER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. ® TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 IS FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS 0 EACH TRU55. BTM. RIBBON TO BE P.T. WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN 5/8 THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY GABLE FIRST FLOOR BLOCK SECOND 1 A FLOOR FRAME. SCALE: 3/4' - P-0' 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d'S B EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-vALUE5 I' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS 0 I/o' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' T t G 5U5FLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE - FLOOR TRUSS (INSTALL PER MFG, SPECS.) 1' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONIC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS 6 16' O.C. I 8' CMU 1/2' GYP. WL. BD. ]- —WOOD BASE FIBERGLASS SHINGLES OVER $30 FELT PAPER INSTALLED PER FBCR R9052.1 ON j' OS.B. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT 1,0000 UPLIFT — CONNECTOR 2x8 SYP 02 — DBL TOP PLATE WALL SHEATHING 2x8 SYP 02 — WOOD STUDS AT 12' O.G. MAX 2x8 P.T. SYP 02 SOLE PLATE 45 REBAR is 16, O.C. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN, SEE ENERGY CODE FORMS FOR INSULATION R-VALUES z w �Q zQ vJ l7 Iro� WALL 1-I = SECTION — WOOD FRAME TO r ; 1B LOCK WALL �u SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD SIMPSON SP2 A EA. 2X8 STUD ? DRY WALL J' DIA ANCHOR BOLT AT 16' O.G. MAX WITH 1' EMBEDMENT AND 2' DIA. WASHER SIMPSON 5PI v EA. 2X8 STUD (U COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (1) 45 REBAR HORIZONTALLY PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL Ix2 P.T. FURRING STRIPS o I6' O.C. 8' CMU 1/2' GYP. WL. BD. lU 04 CONTINUOUS REBAR WOOD BASE 04 REBAR 48' LONG W/6' HOOK B 24' O.C., MIN. 24' IN SLAB 2'-0' (MIN. IN SLAB) 9 I", 4' CONIC., REINF. W/ 6'xb' W1.4XWI.40 WWM ON 6-MIL POLY � ETHYLENE VAPOR RETARDER ON WELL COMPACTED GLEAN FILL I TERMITE TREATMENT SHALL BE 6" 6" 6" BORA-CARE (3) +5 REBAR ON CHAIRS 2'-0" 2x STUDS B 16' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-vALUES T t G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE FL 0.5.15. SHEATHING OR 3' COX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK - BUILDING WRAP (REFER TO 2x STUDS ® Iro' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' T t G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE NOTE: PER FBCR 9052.1 - FOR ROOF SLOPES 2:12 TO LE55 THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE I I, ASTM D 4869 TYPE I v, OR ASTM D 6151 EXTERIOR WALL STUDS !WALL SHEATHING NOT SHaw FOR CLARITY) FASTEN STUDS TO BLOCK WALL UTM USP MSTA46 STRAP WITH FASTEERS AS SHOSN. "TALL STRAP • EA. END (1NO) N SPACE SITTR.ApPS AS FO LLOWS* PLACE STRAPS SPACED 'MID FASTENED AS SHOWN OflT14 ONe ADDITIONAL STRAP AT EACH WNDCW SING STUD MIN INTO S) IOa c46 CIA 1 NAILS INTO STIR l0148 DIA X 1 IR' LONG) 3/4' T t G SUBFLOOR GLUED STUCCO SPECS FOR COMPLETE AND SCREWED AS PER -160 MPH 'C , 32. O.C. INFORMATION) FASTENER SCHEDULE ON 140 MPH 'C' 4466' O.C, 2x4 CONT. o TOP AND BT. OF SHEET 02 TOP OF STUD WALL FLR TRUSS (TOP 2x4 SUPPORTS -0LE PLATE BT PLATE OF 2ND FLR, BTM. 2x4 � FILL ALL REMAINING STRAP HOLES w) 10d NAILS INTO PRE-ENG FLOOR TRUSS 15 FOR WALL SHEATHING NAILER) FIRE FLOOR TRUSS FASTEN EACH 2X4 RIBBON W/ WOOD BAGChY' FASTEN EACH 2X4 RIBBON W/ C5) (5) 12d NAILS al EACH TRUSS. DO NOT PLACE SCREW IN SIMPSON HETA-I6 EMBED. 12d NAILS B EACH TRUSS. BTM. I' GYPSUM BOARD OR �' 5TM. RIBBON TO BE P.T. TOP of TOP HOLE NEAREST TO TOP OF CM BLOCK WALL STRAP +a 32' O.G. MAX VERIFY RIBBON TO BE P.T. HIGH STRENGTH CLG. MASONRYWALL— L W/ TRUSS PLAN WEEP SCREED BOARD PRE ENG FLOOR TRUSS e J S� ro �51. WALL (SEE DETAIL 2/D3) (INSTALL PER MFG. SPECS.) W/el) 3/16'DIA. X I-1/4' ' GYPSUM BOARD OR EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK W/ CMU BLOCK WALL L Prop MASONRY HIGH STRENGTH CLG. BOARD W/ TRU55 PLAN (1) 05 REBAR CONTINUOUS CONIC. FILLED LINTEL BLK W/ _ V THICK, 3 COAT PORTLAND CIJ 45 REBAR CONTINUOUS F CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RIBBON EXTERIOR STUD WALL CONNECTION FLOOR CONNECTION AT PARALLEL/ING DETAIL TO FIRST FLOOR MASONRY WALL 1 PERPENDICULAR PRE—ENG FLOOR TRUSS iv I A? -AI C. (2-�YUE.TM-0' 3 acAL@NITS A R C N I T E C T! 6 Design Ga .nc. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774.6078 FAK 407-774.4078 www.abdesigngfoup.COM AA 8: 0003325 w 14 4 a 0 F i Bum ee LOT SILVERADO LO T 18 LOT 6 PROJWT# 04128.000-01861 uoD>amIc 4EHB ' 2605—HAYDEN" GAIt"M 8V1f=* RIGHT PROM' MONOLITHIC 2—STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCHITECT: STATE OF FLORID 0 V7 PTM D11/08/17 BCJ%=: 1/4"=1'-0" Bits= D4 .a PRECAST HEADEWMIN) 2 X 4 (MIN 2 X 3) 1-3A6 TAPOON OR DRIVE PM (MIN 84" 5IZP148 MIN HEAD SIZE 300 MINEMBEDMENT 1 1/4') e' PRCM EACH END AND 18' ornAX MIN I-I/4' LRMBEDI'ENT = 2 k 6 MIN 2 X')2.3/I6 TAPCON? OR DRIVE PIN (MIN SHMK SIZE.145 w" MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4'1 8' FROM EACb H END AND ' OZ.MAX MIN I-V4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2.3A6 TAPCON OR DRIVE PM (MIN SHANK SIZE148 MIN HEAD SIZE 300 2X4 SOLID BLOCKING MINEMBEDMENT 111/4') SECURE TO SHEATHING W/ Vl/*' e' PROM EACH END AND B' MIN, 2-12d PER MILK EA. END O.G. MAX. MIN I-V4' EMBEDMENT 088 SHEATHING CMU WALL ARCHWAY DETAIL 1 18" AND UNDER DBL. TOP PLATE 2X4 I6' O.C. MAX: SECURE 2X4 TO D W/2-12d • 6'-8' O.C. STAGGERED PIN MIN SHANK SIZE .146 MIN. HEAD SIZE 300 MIN 7 EMBEDMENT IV W/M 8• EA END NOT TO p ARC;141 1,4 EXCEED IS' O.G. MAX 2X4 SOLID MIT. PLATE BLOCKING SECURE 1/J' PLYWOOD - TO SHEATHING WITH OR I/W' OSB. MIN. 2.12d PER SLK EA END rq-1EXTERIOR ARCHWAY v SCALE: I/t'•1'-0' 0 144 DOB. OR) PLYWOOD SHEATHING Q7. F30 DLOG. FIT O 24' WIDE 26 GA GALVANIZED METAL PLASHING MUST ADD DISIO, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. O FIBERGLASS SHINGLES DEL. TOP PLATE 2X4 IS- CO. MAX SECURE 2X4 W/ 2A TAPCONS OR DRIVE PIN (MIN SHANK SIZE A46 MIN HEAD SIZE 300 MIN EMBE fIENT I V WAN 6' EA ETD NOT TO EXCEED B' O.C. MAX 2X4 SOLIC 5L000342 SECURE TO SHEATHING U3ri MIN. 2-126 PER SLK EA ENL PRECAST HEADER(MM) 2 X 4 MIN 2 X 3)1-3/16 TAPCCN OR DRIVE PM (MIN SHANK SIZE145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') a' FROM EACH END AND 0- O.C. MAX. MIN 1.1/4' EMBEDMENT 2 X 6 MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PM (MIN $MANIC 61ZE146 MIN HEAD 8122.300 MIN EMBEDMENT I V49 8• FROM EACH END AND IV O.C. MAX. MIN 1-1/4' EMBEDMENT X 8 <MM 2 X 3) 2.3A6 TAPCON 2X. OR DRIVE PM MIN SHANK SIZE345 MIN HEAD SIZE 300 1/16'HE 6' 050 SWATHING — MIN EMBEDMENT 1 V4') 2X4 14' O.C. MAX 8' FROM EACH END AND B' (WHEN OVER W' M HEIGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING — SECUE TO SHEATHING W/ MIN 2-1241 PER BLK EA END ARCHWAY DETAIL �1 18 AND UP SCALE: V2'.I'-0• 5 CLOSED VALLEY FLASHING DETAIL Nr13. I IR' GLG. BOARD 4 TEA S. • 32' 4 32" SIMPSON SP4 2x4 DBL, TOP PLATE O8P4 C. • 32' O.C. 1/2' DRYWALL 2X4 WOOD STUDS -W' O.C., UN.O. ON TRUSS PLAN 2X4 GCNT, STRESS BLOCKING MID -WALL X4 PT. PLATE SIMPSON SPA 32, O.C. MAX I/2'XS' AB. 92. O.C. I'EMBEDMENT CONIC. SLAB 2 'S's CONT. 1-STORY 7 INT. BEARING WALL SCALE: 1/J•.I'-0' T. FOR WALLS WINO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. DOUBLE TOP PLATE 2x4 OCHTINOUS STRESS BLOCKING MID WALL 2x4 STUDS • 16' OZ. MAX, USN. j• T 4 G SUBFLooie GLUED AND SCREWED AS PER FASTENER 80I$DULE 1ST FLOOR STUDS TO 2ND FLOOR STUDS SIMP50N META-36 • 32' O.C. MAX PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE 2.4 CONTNNOUS STRESS BLOCKING MID WALL 2.4 STUDS • IV O.C. MAX, UOx 1/2, GMT. WL. 5D. SECURE ST. PLATE TO $LAE W/ ANCHOR SOLT W/ Z' WASHER SET IN SIMP80N HIGH STRENGTH EPDXY I' EMBED. MIN. SI M-SON SPA • 32. O.C. MA: %11NT. 2-STORY L.B.W. SCALE, 1/2'.P-V PRE-ENG TRUSSES OR CONY. FRAMED RAFTERS I}' O.S.B. SHEATHING OR COX PLYWOOD SECURE PER FASTENER 6CHEOA 2.4 BLOCKING UNDER WALL STUDS SCURE ETUEEN TRUSS BAYS W/ (3) 12d'. EACH END 2x DOUBLE TOP PLATE STUDS - 16. OL. MTS-12 • EVER STUD 2X4 ST. PLATE DORMER 9 ATTACHMENT SCALE, I/U'.I'-0' Oft. TOP PLATE SECURE 2 X RIP TO FIT W//-12dS 6'-S' O.C. MAX 1/91' TEXTURED FINISH 1/16' o8E SHEATHING 2 X 4 IS' OO. MAX (WHEN OVER *'IN HISGHTJ 2 X 4 AMEN OVER W' IN HIEGMTJ I/4' TEMPERED MASONITE GLUE 4 NAIL W/Sd'S 8'-12' OG. P DEEDED. 2 X SOLID MILK'G • ARCH SECURE W/2.12d EACH END —MTL WOW FRAME NOTE, NO GAP • WOW FRAME TO EXCEED 1/4. ARCHWAY DETAIL A CUTAWAY SCALE. IR•.I'-0' 2 X 4 (MIN 2 X 3) 1-3A6 TAFNZM OR DRIVE PIN (MIN SHANK 61ZEJ48 MIN HEAD SIZE 300 MIN EMBEDMENT I V4') 8' FROM EACH END AND 18' EXISTING ELK ASV. O.C. MAX. MIN 1.1/4' EMMSEDMENT 1/4'TEXTURED PMISH 2 X 6 MIN 2 X 3) 2-3/16 TAPC24 I/8' TEXTURED FIN16W OR DRIVE PIN (MM SHANK $IZEJ45 MIN HEAD SIZE 300 IA6' 098 SHEATHING MIN EMBEDMENT 1 1/4') 8' PROM EACH END AND 16' 2 X 4 16' O.G. MAX (WHEN OVER IS' IN HEIGHT.) O.C. MAX MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' 2 X 8 (MIN 2 X 3) 2-3A6 TAPCON 16' M HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 I/49 2 X SOLID E.KIG • ARCH 6ECURE W12-124 EACH END 8' PROM EACH END AND 18' ATTACHMENT PER OC. MAX MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPEC'e. MTL WOW FRAME 1,14' TEMPERED MASONITE NO GAP • WOW FRAME GLUE 4 NAIL W/8d'8 S'-12' O.C. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL %n1 CUTAWAY SCALE: IR'•I'-0' ROOF TRUSS UPLIFT CONNECTOR NOT SHOU.N FOR CLARITY (SEE SHOP 0111135.) EXTERIOR WALL SHEATHING (SEE NOTES) FASTEN EACH STUD TO DBL. TOP PLATE W/ U5P 5PT24 NAIL PER MANUF. SPECS, SECTION AT TOP 6)a_ F EXTERIOR WALL LE+ TUTS ASPHALT SHINGLES OVER W FELT ON V16. O.S.B. ggPPPRFFE-ENG GABLE TRUSS (BEESSEALDENG. PACK FOR SIZE 4 CONNECTION) 2.4 SPF BLOCKING. BETWEEN TRUSSES WHERE 'X' BRACING 16 PRESENT �-- CONT. 2.4 SPF RAT RN ' SECURED W/ (2) 12d'+ EACH TRUSS (2) 2x4 -2S.Y.P. DIAGONAL BRACE W1 (3) 12d. a EACH TRUSS (DIAGONAL X-BRACING TO COVER 5-TRUSSES I' Gr-SU M BOARD OR ✓'' NIGH STRENGTH CLG. NOTE: BOACID DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE • ANY SPAN S'-0. OR GRATER REFER TO TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-0' (I) X-BRACE 30'-1' TO 60'-0' (3) X-BRACE CV X-BRACE • CENTER AND (V BRACE DIVIDED EMALY FROM CENTER TO END �n1 GABLE X-BRACING lv SCALE: U2•.I'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3)12d NAILS OR MIN. (4) 10d GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) Od GIN NAILS a�3:= Ixe NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS • EA TRUSS' RAFTER TO TRUSS CREATE VOID FOR ROOF DECKING OVER PRE-ENG TRUSSES PRE-ENG. TRUSS CONV. FRAMED ROOF SCALE: I/!'.I•_0• 0'-0' TO 30'-0' (U 'X' BRACE 30'-1' TO 60'-V (31'X' BRACE (I 'X' BRACE • CENTER) (2 X. BRACE DIVIDED EOUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER '-0 FELT ON IA6' 0.65. (2) 2X4 F2 SYP DIAGONAIL BRACE W/ 3.12d • EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSE5 2X4 BLOCKING WI -ERE 'X' BRACING 15 PRESENT (2) " NAILS EA END To TRUSS SPP STIFFSACK (SEE SEALO ENS. PACK FOR SIZE 4 CONNECTION) 1A6' 08S SHEATHING — USE 8d NAILS AT 4' ox:. EDGE + 6' o4:. FIELD OR SIU/MPSreOIJXM6T,k.A :332' oLl SHEATHING NAILING TO BE b' OG. IN FIELD 4' OZAALL EDGES W/8d NAILS TRUSS 24' o- 1/2• CLG. BOARD NAIL CONT. RAT MN TO TRUSS W/ (2) 12d • EA. TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16' O.G. MAX 2-STORY GABLE END CROSS, BRACING SCALE: 1/2'-P-0• • I115 UPLIFT SfMPSCM HTOM20 WAC 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL F 23" UPLIFT (2) SIMP50M PTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W40 Od TO TRUSS AND (4) 1/4' x 2 1/4' TAPC," TO CONT -POURED LINTEL TRUSS CONTINUOUS BOND BEAM 9TRU1 3 ANCHOR RETROFIT NT.S. 12° FINISH S LANDING 7 3/4' PLYWOOD FF. z - — - -- DBL 2XS � \ f MIN. FINISH �6" yl 3/4' PLYWOOD WITH LANDING DETAIL 4 12-D COMMONS WINDER DETAIL NAILED THRU 3/4' FINISH *LANDING PLYWOOD INTO 3/4' PLYWOOD FF. EACH STRINGER LESS THAN 4' TYP. 3-2x12 SYP STRINGER DEL 2XI2 2XI2 TREApfETWEEN SPINDLES REINFORCED W/2X4 SPF�OOR CUT TO FITW/CONT. JOIST BEAD OF IX8 RISERSUB-FLOOR ADHESIVE0'PL-400 OR SIMILAR HAND RAIL EA HORIZONTAL RUN E SECURE TREADS TO STRINGER IIII a W/(3)08 3' SCREWS 0 EA 4 -v STRINGER, UNTHREADED SHANK Y"i 1/2' DRYWALL TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING * IXIO TRIM NOTE: 1' NOSING TYP. STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) (3) 10d GUT NAILS MIN. TREAD 10% MAX. RISER 1-3/4' 3/16' MAX. VARIATION IN RISERS/TREADS SLEEPER INTO m ADJACENT TO EACH OTHER SLAB 3/6' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR GROSS SECTION DIA. TO BE 1 3/4' «-I/4' OR PROVIDE EQUIVALENT GRASPA5ILIT7 3 STAIR SECTION DETAILS WINDERS- MIN. 6' WIDE 0 NARROW END MIN. 11' WIDTH a 12' FROM NARROW END 34' MIN. HANDRAIL HGT. • Den E r E E r• 6 G ous. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA N: 0003325 F N y Kam, w 0 W C e� C z s';W0 • as LOT SILVERADO LOT 18 LOT 6 PROJffiCT 04128.601-01861 MODDLT 4EHB "2605—HAYDEN" QAltAGM NIM90: RIGHT PAGM: MISC. DETAILS 150 MPH EXP. B D TM 11/08/17 aDCALM 1/4"=1'-0" eIts= D5 PRODUCT APPROVAL LISTING -SHINGLES -STANDARD PRODUCT APPROVAL LISTING EXPIRATION DATE FL 10446-114 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10447-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 F8CR 12/31/2017 FL 10456-R3 SIMPSON STRONG -TIE CD STRUCT COMP. WOOD CONNECTORS 2014 FBCR 1Z131/2017 FL 17236-RZ USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244•Rl USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17243 FL 17241 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 F8CR 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 12019-115 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR 3/2/2020 FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 F8CR 7/31/2019 FL 14039-112 PLYGEM SINGLE HUNG 2014 FBCR 7/31/2019 FL 14634-R2 PLYGEM SLIDING GLASS DOOR 2014 F8CR 7/31/2019 FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR 7/31/2019 FL 14253-113 PLYGEM FIXED GLASS 2014 FBCR 7/31/2019 FL 1S217-114 MI WINDOWS & DOORS SINGLE HUNG 2014 F8CR 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 5684-117 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 15279-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5891-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 03/OV2018 FL 13192-114 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13223-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13265•112 FL 4103-RS 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 158-118 CASTCRETE STRUCTURAL LINTELS 2014 FBCR 9/11/2018 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 )5th EDITION) BUILDING CDDE INFORMATION SYSTEM @ WW W.FLORIDABUILDING.ORG CONTROL DATE: 09/26/201 A R C N I T E C T Design Gra .nc Al N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngnwp.eom AA N: 0003325 F y b 0 q O sF C >!v>0a><v ae LOT: SILVERADO LOT 18 LOT 6 PROJECT# 04128.000-01861 KoDzu 4EHB "2605— HAYDEN" GARAGE 99MING: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B PRINT DATM 11/08/17 8CALE: 1/4"=1'-0" sHow D6 REFORMED CONTROL JOINT .AWE OF CONTROL JOINTS T E WIRED TIED TO LATH e S' C. MAX (VERTU. Nam, DO 7T FASTEN CONTROL JOINT TO 4LL EVEN IF STUD EXISTS EYOP® EXCEPT STAPLES W/ ' LEG MAY BE USED TO TEMP. xCUIEE CONTROL JOINT URING INSTALLATION 1STENERS TO BE SPACED 1' O.G. MAX VERTICALLY a��APnM� Ib Taa, J* THICK, H �3 COAT CEMENT PLAWOES LAYER -2, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED -1' (VERT.) O.C. MAX AT SUPPORTS WRB LAYER -1, STUCCO WRAP WOOD SHEATHING CONTROL \ ...- IT SHALL ..._. ED AND ACH SIDE. i CI063 PROVIDE 2X4 BLOCKING PLAG¢D FLAT MAX. 6' TO a' Fi20M CONTROL JOINT W14EN ER$ FOR LATH TO BE NAILS OR— CONTROL JOINT FALLS ON i STRUCTURAL STUD IN COMPLIANCE W/ ASTM CI063 ES TO BE (NO. IS) 0A741B' WIRE INC. SHOWN MAY DE IN ADDITIONk \ STUDS REQUIRED PER PLAN / I I n"M" TYPE CONTROL JOINT OL FtXD W11ARD • R. A ®PoLD I OI. TOLD WAl1A.IRD e PT. A 2. CREASE • Pr. D 3. CREASE • FT. C OL FOLD Ae1NRD • M, A ]. QREASE • PT. D FOLD b ® l KXD IIJWIAIWp • -.A 2. CREASE a R. D 9. CREASER pT. C ♦ POLD FT. C OVDR PT. D T L IR. C TQ)CIiS 13DTTQ-I R.ANteE D RL.WAI\'xE1,01i WATER TI03RT RSE1L. FOLD. QQ tlQi aT. J' THICK, 3 COAT CEMENT PLASTER /RRAME/ 14' 2 COAT CD'!NT PLASTER (CPR) WES LAYER -2, FORTIFIDER BUILDING PAPER (FRN1E ONLY) WRIB LAYER R, STUCCO WRAP(Rwt& c y' LAP LAYERS O BUILDNa W1RAP OVER "I J10 PP 1LyAMIL STOP 8 ®IIJ S (/'RAPE•; Q ReA�IE OR CPM EXTERIOR �LL.OT�EE¢ ' SxS WdLL aLAMlelb Ig«-cur ILAMRYi (eEE I DeraW) Iy= H*TALL KOWLR WALL NT0MECrl"SwAT0" . APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) / 6' • HORIZONTAL LAPS. ALL SEMIS NEED TO BE TAPED LATH VERTICAL LAP TO BE 1' WITH FORTIBER SHEATHING TAPE / . nR1 LAP METAL LATH \ X X X ~_ METAL LATH WRB LAYER R, STUCCO WRAP b' MIN PAPER LdP BELOL ONLr / WRD LAYER -2, FORTIFIBER \ BUILDING PAPER ,.I =ALL AP PAPER 2 SCALE, I V7•.II ® KICKOUT DETAIL WATER TSHf SEAL IME D OR 601-DDa. Ir>21�BN VERTICAL LATH & PAPER DETAIL Nam, SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0041E-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN S' (228-M'1). AS PER ASTM CI063 1.0.1, FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED WA40USE WRAP TAPE PER MAKF. SPEC. OR PEEL a STICK ROOF WOOD $TUC SHEATHING PAPER STUCCO J' THICK 3 COAT CEMENT PLASTER METAL LATH UAFB LAYER -2, FORTIFIBER BUILDING PAPER UM LAYER'). STUCCO WRAP WOOD SHEATHING WOOD SHEATHING OR CMU WRE, LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB d TAPE OVER J;eo N ALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEvATION5 O"L" FLASHING N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4" APPROVED HOUSE WRAP. I. OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE MAP MATERIAL) OVER 4'X4' SELF-ADHERNG MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLAS14NG TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEhIBRMIE FLASHING UPS LAYER 7, FORTIFIBER BUILDING PAPER METAL LATH &'.(.'SELF -ADHERING MEMBRANE BASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. W CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWR.AP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYR WALL SECTION) SECTION PER FSC R703.4.1 Exb W WWNM-nd IxWbf3q Exterior Wse of pordand oemwW plaster shall comply with ins application men '.win ts of ASTM C 9MI2A. Irrsblbtion of exterior lathing aM framing II comply with ASTM C 1063-12A. 3� FIFE fi ENET%'14TION DETAIL (FfR,41-1 N.T.S. LEGEND DRAINACaE PLANE (WRB LAVER #I, STUCCO WRAP) WRB LATER #2 (FORTIFIBER — ...... — BUILDING PAPER) METAL LATH x—x—x—x STUCCO f_T WOOD 5HEATHING 5ELF-ADHE5IVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER FBC R-103.&-I / ASTM C-5471-09, MIN- 25 L85, PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFIGATION5) A R c x IT E c T S -T-. LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 14 W y 1?i W O 4 a A F 2 et nam a LeoT SILVERADO LOT 18 LOT 6 PROJWT# 04128.000-01861 MODMU 4EHB "2605—HAYDEN" GA %Awn aVWQf, RIGHT PACE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHRECT( STATE OF FLORIDA 1 6 IF -PRINT D11/08/17 OCALM 1/4"=1'-0" BUMM WA1 BACKER ROD BACKER ROD WRB LAYER M, A-rurro WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I, BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED $O AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y+' CAULKING i JOINT ALL AROUND PER FBC R703.6.1 Exterior lathing and plactering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. x., HOODED VENT `X J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, F-ORTIF15ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING WRS LAYER N, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD - CONSTUCTION -METAL LATH e' CMU VINYL CASING BEAD W RAISED BAND 76' TO )f' MID -WALL WEEP SCREED 6' WIDE 5TRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI 10n _I DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING, SELF-ADHESIVE FLASHING NOTE: — — — — — NOTE: METAL LATH: LATH TO BE PER FBC R703.6.1 / ASTM C-&41-09, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP t SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE - FLASHING (INSTALL PER MANUR SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION ti SCALE: N.T.S. ELEC. METEF VERIFY LO Nt<C/i I V RCtrCI V C STUCCO SCRATCH COAT : 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I' APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC 150CYANOTE-POLYBLEND FOAM -("GREAT STUFF" OR SIMILAR) APPLY A SILICON �j BASE SEALANT AT POINT ' THAT ELEC. WIRE PENETRATES CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ye' TO Ya' MID -WALL WEEP SCREED �&' SELF-ADHESIVE I ` FLASHING I : WOOD FRAMED WALL ONTAL HORIZWEEP SCREED (FRAME TO FRAME ELE C. METER FIELD VERIFY LOCATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI' SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING LAYER'1, ��/-0eD CO WRAP LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH WOOD �,/-FINISH- WOOD CONSTRUCTION FASTEN TO WOOD STRUCTURAL MEMBER T O.C. MAX 8' GMU V TON MID -WALL uses aroccn 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN _. MASONRY BEFORE APPLYW43 V FINISH • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEF #1 STEP #3 S" WRB LAYER Of STUCCO WRAP CUT 'X' INTO X SELF -ADHERING X� MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 01 STEW #2 WRB LAYER fl, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WR 5 LAYER 2, FORTIFIBER BUILDING PAPER STEfi #4 ELASTOMERIC COATING, OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) n METAL LATH STEF #F2 STEfi #ro OELECTRICAL RECEPTACLE A R C N IT R C T S 6 GpMSO.rfc. o 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003326 W U W t 0 a a C a aXMDrv. ac WTil SILVERADO LOT 18 LOT 6 Pnoa=T# 04128.000-01861 MonIIIIIIrt 4EHB "2605- HAYDEN" GA AGZ e1WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHR'EOT; STATE OIF R CfiIDA — /A C D � 11/08/17 OCALIk 1/4"=1'-0" s*EMW dV A2 WOOD SHEATHING WOOD CONSTRUCTION V HAT CHANNEL W/%' TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER M, STUCCO WRAP }' THICK, 3 COAT CEMENT - PLASTER WRB LAYER M, STUCCO WRAP WRB LAYER 2, FORTIFIBER BUILDING PAPER }' THICK, 3 COAT CEMENT PLASTER 6' SAP. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN BEEP $CREEP] c+l WRB LAYER M,__)( STUCCO WRAP \ �v 1 AMICO AM66_WFWC-180 1 y2r CUSTOM CASING BEAD ---� NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.® CANT. SCALE: I I/2' • I' -A' W SELF-ADNEREING FLASHING WRAPPED i TOP OF WEEP SCREED TO SHEATHING BELOW - WRB LAYER M, STUCCO WRAP - ORB LAYER 2, FORTIF BUILDING PAPER - 6' SELF-ADHEREING FLASHING WRAPPED • CORNER OF CANTILEVER 4' POSITIVE DRAIN WEEP SCREED EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER 2 }' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL 4' POSITIVE DRAIN }' THICK, 3 COAT C" WEEP SCREED PLASTER VINYL CORDER BEAD NO GAP IN FIELD - VINYL CASING BEAD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 10 CANTILEVER DRIP EDGE LEGEND NOTE: DRAINAGE PLANE (LURE METAL LATH: LATH TO 5E PER FBC LAYER "I, STUCCO UJRAP) R'103.ro.1 / 45TM G-541-0e, MIN. 2.5 L55. U1R5 LAYER *2 (FORTIF15ER - - - - - PER 5a, YARD (UTILITY OR NOMINAL 5UILDING PAPER) LATH DOES NOT MEET SPECIFICATIONS) METAL LATH x—x—x—x WOOD CONSTRUCTION STUCCO T BARKER M�SISTIVE UJOOD SHEATHINGS 3/4 RESILIENT - - WEATHER RESISTIVE AT CHANNEL T BARRIER 2 `� SELF-ADHESIVE FLASHING — — — — — j �-}' THICK, 3 COAT CEMENT :. PLASTER METAL LATH 5/5' TYPE 'X7cEMENT W/TEXTURED WOOD SHEATHING FINISH }' THICK, 3 C (2) 2x12 HEADER PLASTER VINYL CO 4' POSITIVE DRAIN fj WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON RESISTIVE M RESISTIVE 2 "- }' THICK, 3 COAT CEMENT vi PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED t PAINTED WOOD SHEATHING FINISH }' THICK, 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAIN VINYL CASING BEAD WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION FINISH LAYER (2 LAYER PEEL t STICK) 6' PEEL t STICK s DRIP f EDGE TO DECK 11f'XI -N' P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS WATER PROOFING let ' LAYER (2 LAYER PEEL i`� STICK) WRAPPED FROM BALCONY DECK TO —/ CANTILEVER t 6' PEEL t STICK DRIP EDGE TO DECK—\ Ya' GAP FOR BACKE—/ ROD +SEALANT FINISH LAYER (2 LAYER PEEL t STICK) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED t PAINTED FINISH }' THICK 3 COAT CEMENT PLASTER /INYL CORNER BEAD VINYL CASING BEAD COLUMN SHEATHING : ,WEATHER RE516TIVE ' I• BARRIER "1 3' X 3' 26 GA. GALV. WEATHER RESISTIVE METAL DRIP EDGE / BARRIER "2 SET IN FULL BED OF SEALANT, h' MIN. SPACE FROM DRIP / 6' SAP, PEEL t STICK FACE TO TREX I/ ` I Ndx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 115' X 3' 26 GA. GALV. Yi GAP FOR BACKER METAL DRIP EDGE ROD t SEALANT yi GAP FOR BACKER SET IN FULL BED OF ROD t SEALANT SEALANT, Ii' MIN. VINYL CASING BEAD 1- " SPACE FROM DRIP j•.:• / FACE TO TREX WEATHER RESISTIVE WEATHER RESISTIVE VINYL CASING BEAD BARRIER M 1 BARRIER M � f- �. WEATHER RESISTIVE ' WEATHER RESISTIVE WATER PROOFING le, t BARRIER 2 - n I BARRIER 2 LAYER (2 LAYER PEEL '� EXTERIOR COLUMN t STICK) rwr.aenr•n COLUMN SHEATHING DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, X)' MIN. SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING Ist LAYER (2 LAYER PEEL t STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER }' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESI5TIVE BARRIER M WEATHER RESISTIVE BARRIER 2 4' POSITIVE DRAIN WEEP SCREED (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2" CORNER BEAD --� FASTENED TO SHEATHING; 6 7 O.G. MAX. .P� WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDINGS PAPER (14JA RNER BEAD Cap FRAME 1/2CORNER BEAD (FASTENER t SPACINGS 6 l' O.C.) GMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MA50NRY 14-B CORNER BEAD � BLOCK WOOD SHEATHING WRB LAYER M, STUCCO WRAP `PEEL t STICK 6' SAP. \ 11(2'x3' 'L' FLASHING SUB FLOOR %� 'FULLY EMBEDDED IN ®I ROOF CEMENT I k X 3' 26 GA. GALV. METAL DRIP EDGE I NXI V P.T. OR SIMULATED SET IN RILL BED OF WOOD (TREX) FILLER, SEALANT, 15' MIN, CONTINUOUS SPACE FROM DRIP I ' /FACE TO TREX Y♦' GAP FOR SEALANT = VINYL CASING BEAD OPT. BACKER ROD. WATER PROOFING let MODIFIED w LAYER (2 LAYER PEEL t 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER }' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED t PAINTED i WOOD SHEATHING FINISH }' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED PLASTER IN cLQ VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN /W/"T" VT ACLITT�Tr`_1 WRB LAYER 2, FORTIF15ER BUILDING PAPER------, METAL LATH }' THICK, 3 COAT CEMENT PLASTER 6.5ELF-ADHERING— FLASHING DRIP GAP WINDOW FLANGE WOOD 5HEATHING tU1RB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT 'VIEW FOR PLASTER CLARITY) WRIB LAYER 2, FORTIFIBER BUILDING PAPER -\ METAL LATH =�— J' THICK, 3 COAT CEI PLASTER r (q'5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD 05) WINDOW (FRAME, NO BAND) A R C N I T R C T 8 6 Design Grou 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003328 04 W 0 h A F i r7SILVERADO] e� 1to 18 T 6 Pl onwT# 04128.000-01861 MODZU 4EHB "2605-HAYDEN" GARAGZ NV MG: RIGHT PAGW. WALL ASSEMBLY DETAILS 150 MPH EXP. B P � D11/08/17 DCALM 1/4"=1'-0" slime WA3 ARCHITECT S WOOD SHEATHING -� WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER - METAL LATH -� J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED !r CASING BEAD —tom DRIP CAP — WINDOW FLANGE WRB LA' STUCCO VINYL WRB LA' BUILDIN METAL L i' THICK PLASTEI 6'SELF FLASHII DRIP c WINDO CASING BEAD Ca) WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING I LURE LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIRBER I BUILDING PAPER METAL LATH i' (EXPLODED J' THICK, 3 COAT CEMENT VI Ew FOR PLASTER CLARITY) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER 9' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD %' GAP TYP CA51NG BEAD TO TRIM IX TRIM MEMBER o STUCCO TO SIDING TRANSITION SIDING WOOD 51—IEATHINC-z J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIP15ER BUILDING PAPER WOOD SHEATHING —11. LATCH[ -1, WRB LAYER "I, STUCCO WRAP 5TUGG0 WRAP CASING BEAD 6' SELF- ADHERE ING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD OONSTR\— DEra•ID WOOD SHEATHI WEATHER RESIS BARRIER -1i WEATHER RESIS BARRIER 9� x T Y: LAP �' / U136' REVEALi \ W SELF-ADHERMG I 6' SELF-ADHERd FLASHING ' FLASHING\ 1 WEATHER RESISTIVE BARRIER 1 \ \ STARTER STRIP WEATHERRESISTIVE \ \ BARRIDO NOT CAULKI \� 6' SELF-ADHERNG FFAI neeu __ _ - _ / FLASHING _ GALV'D METAL GALVO METAL]_d. 'Z' FLASNNG 'Z' FLASHING I Y' X 6' SIMULATED — TRIM TRIM MEMBER / I Y' X 6' SIMULATED Edo TRIM MEMBER \ \ - SEAL GAP W/CAULKING OR APPROVED SEALANT \ � CASING SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION 1J NOTE: METAL LATH: LATH TO BE PER FBC R7103.6.1 / A5TM C-84'1-OS, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) f l I WRB LAYER #1, WOOD T T— WRAF TM—� �REVESTUCCO }j .{ WEATHER RESISTIVE — WRB LAYER #2, FORTIFIBER BAMIER -2 orb?"� $'°'"�� { ; BUILDING PAPER R� HERM 1 LATH STARTER STRIP — jMETAL OR THICK, 3 COAT CEMENTA, (EXPLODED 8 VIEW FOR PLASTER GAl_vV METAL rFLABHING CLARITY) 1r XbRel1 MEMBEDR CASING BEAD CeP RAISED 17A BAND (FRAME) SCALE: 1 1/2' = I' -O' W SELF -ADHERING FLASHING WEATHER BARRIER WEATHER BARRIER ---------------------------------------------------------------------- ----- - - - -- �° THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH -a WINDOW FRAME401 ..........._....._......_..._...._._.�........ WRB LAYER +2, FORTIF15ER BUILDING PAPER — E-Z BEAD VINYL CA51NG (W/3/e' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, rA// WRAPPED AROUND FRAMING MEMBER (P' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED LH FOR CLARITY ------------------------------------------------------------------------------------------------------- )/a° GAP TYP > ' THICK,.3 COAT CEMENT GA51NCz BEAD PLASTER SEALANT - TO WINDOW 77 METAL LATH MATHER RESISTIVE \ BARRIER 1 TO LAP \ W MIN. ABOVE TOP OF Z' FLASHING 4W_THER RESISTIVE BARRIER 1 �L WEATHER RESISTIVE / SAMER -2 / 6' SIMLATED TRIM MEMBER SEAL GAP WKAULKING OR APPROVED SEALANT WEATHER RESISTIVE BARRIER 1 (WIV FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO \-WEATHERRESISTNE ® FRAME TO FRAME BARRIER -2 �� TRANSITION su - WRB LAYER 02, FORTIF15ER BUILDING PAPER WINDOW FRAME WOOD SHEATHING WRB LAYER "I, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING __ (LMys' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP lEi7i L BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER "2 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH X—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — Design Grou .n�. 01 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdeslgngroup.com AA A: 0003326 y 0 a y c a i swan* as LOT. SILVERADO LOT 18 LOT 6 PROJECT# 04128.000-01861 MODEIA 4EHB "2605—HAYDEN" GARAGE sWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B of ARC HMECT.- STATE OF FLARIDA �p �1 I J lumcr DATE: 11/08/17 aCAM 1/4"=1'-O" srtEET A4- CUT HOUSEWR, AT 45' ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW - OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I INSTALL 6' SELF-ADHE FLASHING C NAILING FL, JAMBS EXTEND FL I' BELOW SI FLEXIBLE DO NOT BE FIN TEMPORARILY FOLD -UP t SEC HOUSEWRAP(0 TUCK FLAP UND at HEAD FOLD HOUSEWI IN AT JAMBS 4 SLOPE SILL R NSTALL 6' SELF-ADHE BASHING C VINYL HEAI 2L-ASHING ( DAMS) NAIL = ANGE EXTEND SELF-ADHE BASHING I' BEYOND J, °LASHING 'NSTALL VII CAP ALIGN FLASHING W/ INT. EDGE OF SILL RO, MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI- FLASHING AT THE FOLD DOWN DIAGC ACRO WNDC 1PPLY Y NOM.— :ONTINUOU5 BEAD )F SEALANT AT AMBS AND HEAD o 1PPLY TO BACK OF JINDOW NAILING LANGE IN LINE W/ 'RE -PUNCHED IDLES OR SLOTS. 11DE ADHESIVE — °XIBLE FLASHING VER DRIP CAP 'ECTO-WRAP EQUI V) WINDOW FLASHING INSTALLATION DETAILS O1 ( FULL WRAP) 5G,4LE- NTS STEP 4 STEP 9 INSTALL WIND( PLUMB, LEVEL AND SQUARE MANUFACTURE WRITTEN INSTRUCTIONS APPLY MEMBRANE FLASHING OVER JOINT NOTE; I. IT IS THE CONTACTORS RESPONS15ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 1 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. Y. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: - CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE_ _ REPAIR SCHEME SHOILN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH A N C N I T E C T II 6 onign PH: 407.7748078 FAX: 407-774-0078 www.abdealgngroup.com AA #: 000332b rq rq ti chi w 0 y w A ti J Bumm a LOT SILVERADO LOT 18 LOT 6 PROJRCT# 04128.000-01861 MODBte 4EHB "2605-HAYDEN" GARAGE 8WWG: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXB . EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING: ARCFiTECT' STATE OF FLORA J�iEiL"� INTERIOR PERIMETER OF WINDOW WITH � SEALANT I11/08/17 AI 1: 1 /4"=1' - 0" *[ZZT WA5 0 2x6 SUB-BANp W/1'x4' NOTCH w ✓ END, WRAPPED IN PEEL 4 STICK " DRIP EDGE I\ ----- — ---- I \\ i \\ METAL FASCIA WRAP 1/8 7/5' TEXTURED 1/0 FINISH a WOOD 1/2' TEXTURED i\ FINISH a CMU \ V / \ nil, METAL FASCIAWRAP Ye' FROMSTUCCO, I' FROM ---- ------- WOOD WALL \ \��\ —EXTERIOR WALL \\ (FRAME OR CMU) \ \ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION ®i=L ,4N ,4 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH �.I WOOD SHEATHING I OR CMU U1RB LAYER M, I•' STUCCO WRAP(FRAME ONLY) j WRB LAYER -2, FORTIF15ER > BUILDING PAPER (FRAME ONLY) 11 ��� —ROOFING CEMENT DRIP EDCsE ©FLAN B 'F—METAL KICK OUT —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK(BEYOND) \� \ DRIP EDGE, 1' OFF WALL 'NOT INTO STUCCO) �1/0' TEXTURED FINISH g / WOOD, 1/2' TEXTURED FINISH 9 CMU 2xh SUB -BAND W/1'x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE GUT 81 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-(O' SCABBED TO TRUSS W/126 NAILS 6'-6' O.G. MAX. 2x SUB -BAND W/IY'x4' NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (�) WALL x x x x 3. x x x x �S(^ x x x x x x x x x x x x i x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x i x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL @) WALL W/KICK—OUT kME OR CMU T 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/1,142'x4' NOTCH im END, WRAPPED IN PEEL 4 STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY AME OR CMU NLL KICK -OUT FLASHING LT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 1w ROOF EDGE OMITTED FOR CLARITY A R C N I T E C T i 6 Groin. Ai N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774,4078 www.abdeslgngroup.com AA #: 0003325 h w 0 F h A F 4 F em�umrv. a LOT. SILVERADO LOT 18 LOT F PROJWT# 04128.000-01861 MODurA 4EHB "2605—HAYDEN" GARAGE BWUM: RIGHT PAOB: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B PRn" DATO 11/08/17 BCALLM 1/4"=1'-0" B WA6