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Home My WebLink About6912 Silverado Ranch Blvd4 qr • 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 PLAN REVIEW ` 2605-HAYDEN'9 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: -FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) -ALL LOCAL AND STATE CODES • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS B •BASIC WIND SPEED — Vult=150 MPH Vasd=116 MPH •EXPOSURE — B •1—STORY RESIDENCE — •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES CALC.'S SQ.FT. CAM'S IST FLR LIVR4G 1104 SQ. FT. 2ND FLR LIVING 1501 $0, FT. TOTAL LIVING 2605 SQ, FT. GAR4GE 43-1 SQ. FT. PORCH III SQ, FT. TOTAL 3153 5Q. FT. PATIO 80 SQ. FT. ABBREVIATIONS ABV. ABOVE LAY. LAVATORY A/C AR CONDITIONING CUM. LUMINOUS AAA. ADJUSTABLE M.C. HOME CABINET ALT. ALTERNATE In MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD Mm. MOUNTED CL CENTER LINE In METAL CAB. CABINET N.T.S. NOT TO SCALE CLC. CEILING O.C. ON CENTER CLR CLEAN PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT, CARPET PH. PHONE C.T. CERAMIC TIE PIT, PLATE D. DRYER PLYWD. PLYWOOD DBL DOUBLE PR PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DIA. DIAMETER R. RISER DIM. DIMENSION HAD. RADIUS DLSP. DISPOSAL R.A.G. RETURN AR GRILL OR DEEP REF. REFRIGERATOR DR DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL DETAIL S.D. SMOKE DETECTORD.W. DISHWASHER S.H. SINGLE HUNG EA. BACH SHT. SHOT EIEV.A. ELEVATION SHTHG. SHEATHING % EQUAL SHWR. SHOWER EXH. EXHAUST SIM. SIMILAR W. ETEEOR SL SLIDING F.G./FX , FD ED GLASS SL GL SLIDING GLASS P.G. FUEL GAS STD. STANDARD ITN, FINISH SWS SHEAR WALL FIR FIN SECTION FLUOR FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS FTG. ?DOTING 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 TIT. TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H,B. HOSE BR W. WASMBR H.C. HOLLOW CORE W/ WITH HDR HEADER WD. WOOD HOT. OR HT HEIGHT WOW. WINDOW INSUL INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REVISIONS REV. I DATE DESCRIPTION SHEET # INDEX OF DRAWINGS DESCRIPTION PG CI —COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG IA —DOWEL PLAN FIRST FLOOR PG 113—LINTEL SCHEDULE FIRST FLOOR PG I13.1—LINTEL SCHEDULE SECOND FLOOR PG 2 —FIRST FLOOR PLAN PG 3 —SECOND FLOOR PLAN PG 4D—FRONT & REAR ELEVATION "D" PG 5D—LEFT & RIGHT ELEVATION "D" PG 6—FRAMING PLAN ELEVATION ""D" PG 7D—ROOF FRAMING PLAN ELEVATION "D" PG 7.1—CONNECTOR SCHEDULE PG 8— FIRST FLOOR ELECTRICAL PLAN PG 9— SECOND FLOOR ELECTRICAL PLAN PG 10—FIRST FLOOR MECHANICAL PLAN PG 11—SECOND FLOOR MECHANICAL PLAN PG DI—MONOLOTHIC FOUNDATION DETABS/SECTIONS PG D2—MISC. DETAILS PG D3—MONOLOTHIC 1—STORY WALL SECTIONS & NOTES PG D4—MONOLOTHIC 2—STORY WALL SECTIONS & NOTES PG D5—MISC. DETAILS PG D6—PRODUCT APPROVAL LISTING PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS : WINDOW FLASHING PG WA6—WALL ASSEMBLY DETAILS : SUB BAND A R C N I T E C T S 6 Design Group"1n�. L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdeslgngroup.00m AA Ak 0003325 F y 0 a y C R strumv. as LOT SILVERADO LOT #4 BLK #7 PROJMW 04128. 000-00471 ][ODffis 4EHB "2605-HAYDEN" GARAGN XIWJNG. RIGHT PAZ]& COVER PAGE 150 MPH EXP. B DP N 10/20/17 NCALRs 1/4"=1'—O" eit111mr C1 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBC ft 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7.10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS WI STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF) C. ROOF LIVE LOADS R301.6 I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) 1. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VULT-150 MPH, VASD=116 MPH II. EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS x0.18 V. RISK CATEGORY II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 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 FBCR310A.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIRSEE 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, LINO. 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 '%: V. 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb =1,100 PSI Fv =175 PSI E =1,400,OD0 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 NAIUNG PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" 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 7116' OSS EXPOSURE-1 OR I/? 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 518" CDX PLYWOOD. 518' CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING, 10. FLOOR SHEATHING SHALL BE APA RATED %" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED, ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 117 COX 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 2z STRUCTURAL LUMBER SYP #2. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION, 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL MASONRY POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED PROVISIONS OF TMS 4021 ACI 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 F n =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 3/81NCH 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 (UNO). 1 WELDED WIRE FABRIC SHALL BE 6' X 6"- W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185, LAP SIDES AND ENDS A MINIMUM OF 1T. LOCATE WWF 2' FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6, CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS IY2' 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) 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. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 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 BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM Y." PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 7%' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-11a & ASTM-C1063.12a 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS -- 'U FLASHING - HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS -- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4, SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02108/17 A R C N IT E C T 5 6 Desifn Grou .2. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 w Z ti w 0 0 0 $V9DIY. da 7A7 SILVERADO LOT #4 BLK #7 PRon=T* 04128.000-00471 MOD= 4EHB "2605-HAYDEN" GARAGM BMWO: RIGHT PAGR GENERAL NOTES 150 MPH EXP. B DP TM 10/20. aCAM 1/4"=1'-O" aDi m= G 4'-0' 6'-2" _ _ 29 2' VTR 2-- 1 I // 1-1/2• k CC.SIB 2• II- -/y V LAV 2'R -3 I/22 2' @ Q 9 I 2 I �I � Vm 3 In�WASHER IL ■ ■ ■ ■ ■ ■ • • ■ 1 • 1 TYP. / �Ilt� I 3' KITCHEN SINK W — — — — AUTO VENT — — — — — — -� UP 101 SLABNIDI/2' ---------- I I 2' AV 4' CONC., REINF. W/ 6'x&' 2• AV WIAXWIA WU'I ON 6-MIL POLY- I vrR 0'-0' ELEV. ETHYLENE VAPOR RETARDER 2' FIN. CONIC. SLAB ON WELL -COMPACTED CLEAN I ■ ■ FILL TERMITE TREATMENT SHALL I 2• tl 3' m BE BORA-CARE �+ AV ( � I-IR �nj m ii B CO 3' I TLB ■ B 4' 2 e 13 I @ I 2' DI ■ I TO rl--- B13MAIN PLUMBING RISER xNOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE. t 1 L —. — — — J DI If0 ¢I • 'S' TYPE A� PROHIBITED. I° 11 ! EXTEND 9 " SLAB I I/2' y AV. L -j B m L —� — — — — lc� — 4' CONC. �n L O F — — — — �✓ WC. SLAB ■ �� W.H. .B 0 ---1 I STUB UP��DI\ OAP — 6 TO 2ND 9L m�� 2'-8 9 4 I I I --� _ ,- ■ I FOR ELEC. TO I BOLLARD&E A 1 CHIA ISLAND I 30'X30'X12' CONC. AS REQ. PER 24'X24'XI2' C INC. PAD W/3--5 BARS BLDG. CODE \ m I PAD W/,_' BARS U? I E.W. ON CHAIRS i E.UJ. ON CHAIRS - 6B MIN. 3' COVER 4' PVC S I MIN. 3' COVER DI CHASE I OIL 0'-0' ELEv. EXTEND I I w a O S FIN. CONC. SLAB SLAB 1 1/2' I SA - U - �-- ----- --- m I DIzzp°� I w U o -. ■■ • n , IQ' 4 13 i'-0' I I 2'-10, A~ DI DI 13'-8° _ I, 3'-4" 2'-10" firfi"" 21'SECURE -8° ■ ■ ■ ■ ■ ■ ■ --- UNIT Uk (2) -S IPI 4O -7 4 d, - - 4A/CSHT MTL SCREWS SLAB J Lpl — J ■ SIMPSON WB ROLL ._STRAP OR EQUAL 24'X24'XYl' CONC.PAD W/3-5 BARS SECURE STRAP TO E.W. ON CHAIRS i2'-0" 1'-4-4'20'-4" . CONC. W/ l2)-3/I6'X2' MIN. 3' COVER - SLAB TAP -CONS FOUNDATION FLAN TO CONNECTION TO PAD DETAIL NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN NOTE: MAIN COND. DRAIN 3/4' DIA. - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL OVER HEAD ® 12' FROM STRUCTURE MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH EDITION (2014) J A A C B I T E C T! f,rDean LVN rwvvu,rLazr— PH: 407.774 6078 FAX: 407-774.4078 www.abdesigngroup.com AA 8: 0003326 F y U 2 O a W F C J stnmlV. As IAT: SILVERADO LOT #4 BLK #7 PROJRCT* 04128.000-00471 MODRIc 4EHB "2605-HAYDEN" GARAGR 91IMMO: RIGHT PAGR: FOUNDATION PLAN 150 MPH EXP, B ARCM T STATE OF FLORIDA 201F P TM D10/20/17 8CALR 1/4"=1'-0" BiIRRT 1 DOWEL PLAN A R C N 1 T F C T 3-1 5 Deign Grous.2. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.corn AA N: 0003325 F W h a chi W y 0 chi y O F O aURDIV & LOT. SILVERADO LOT #4 BLK #7 PeoJW W 04128.000-00471 moa 4EHB "2605-HAYDEN" GARAOS 8WMG: RIGHT PACiM DOWEL PLAN 150 MPH EXP. B DA10/20/17 SCAM 1/4"=1'-O" MEMM 1A PATI----------------- L— 3 6068 S.GD. (2) 3052-SH 3052-5N -- EGRESS - L-4 -- I LINTEL SCHEDULE DINING LIVING ROOM ROOM BEDROOM #2 V-8' CLG. 8'-8' GLG. 8'-8' GLGGLG. I is I II I II — — — — — — — — — L b 8F16-IB/R L l 5'-10' SFIb-06/IT I I II • it O L 9 II'-4' 8FI6-1B/1T l ; i BATH #2 o 8'-8' CLGCLG. I II I I i l I i l l l i 0 I I i Illi!II I KITCHEN OI - I I 0 L--J I I I I II _ FLEX GARAG FOYER II I _ I I (2) 3052-5H 3068 W/ I 36'xl0' _ L— 3 TRANS. L-7 i PORC ------------ ------ S L— 9 L— 6 LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG: 45 THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED AS�RE7'� LINTEL LEtdCiTl-I TYP L I m-4' E COMMENTS NO. eF26-IBnr L 2 4'-6' 8FB-IB/IT ' L 3 �'-6' 8FI6-IB/IT L 4 T'-b' EF24-BJIi L 5 4'-6' 8F16-06/IT A R C R IT E C T t Des�n PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.can AA #: 0003325 F A R C R IT E C T t Des�n PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.can AA #: 0003325 F m 0 y 0 O. y J u aTT$D:v se MT: SILVERADO LOT #4 BLK #7 PROJlXS'P* 04128.000-00471 1[ODS7s 4EHB "2605-HAYDEN" GARAGE 81FIN6: RIGHT PAitiIL LINTEL SCHEDULE 150 MPH BXP E� DATM 10/20/17 SHOW SAFE LOAD T)45LES FOR GRAVITY, UPLIFT t LATERAL LOADS 8' PRECAST 4 PRESTRESSED U-LINTELS GRAVIT1' TYPE LENGTI-1 SU BFB-05 8FI2-015 I6-0 O- 24-0 28-0 32- SFS-IB 8FI2-15 eFlb-IB OF20-IS OF24-15 8F28-1B BF32-IB 2'-IO'(34') PRECAST 2302 3166 4413 6039 1526 S004 10412 11936 3166 4413 6039 1526 W04 10412 11936 3'-6' (42') PRECAST 2302 3138 3311 4689 6001 1315 8630 9941 3166 4413 6039 1526 W04 10412 11936 4'-O' (48') PRECAST 2029 2325 2496 3461 4438 5410 6384 1358 2646 4413 603E 1526 W04 10412 11936 4'-6' (54') PRECAST 1651 Mal IS13 2651 3403 4149 4896 5644 2110 4021 603E 1526 W04 10412 W60 5'-4" (64') PRECAST 1184 1223 1301 1805 2311 2826 3336 3846 1665 2889 5051 6096 5400 6424 1450 5'-10'(10') PRECAST S12 1000 1055 1414 lose 2304 2121 3137 1459 2464 4144 5458 4431 52W 6122 6'-6' (18') PRECAST 931 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 8995 6890 1'-6' f9O')PREGA57 161 1029 1615 2385 1994 2435 2SS6 3333 102E 1615 2610 3839 5596 6613 5041 9'-4' C112') PRECAST 513 e32 104E 146e 1210 1482 1154 2021 168 1212 ISIS 2544 3469 4030 3121 Iw'-6"C126") PRECAST 4r�Fj 4S2 802 1125 SS 1122 1328 1535 658 1025 1514 2081 2114 3130 2404 Il'-4' (136') PRECAST 445 598 535 1365 1854 2355 1193 2015 59s 535 1365 1S54 2441 3155 4044 12'-O'1144') PRECAST 414 545 864 1254 16SS 2014 1510 ISIS 555 864 1254 lew 2211 2832 3590 13'-4' (160') PRECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1016 1436 1855 2343 2920 14'-O'(I68') PRECAST 338 381 648 919 1190 1462 1061 1260 455 100 1003 1335 1114 2153 2666 14'-S'(1167 PRESTRESSED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 31S5 3165 1 5'_q•(I8q•) PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2310 2890 3410 11'-4'(208')FRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4' (232') PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4' (256') PRESTRESSED N.R. NR NR NR NR NR NR NR 163 330 610 940 1340 1180 2110 22'-O'(264')PRESTRES5EDR N.R.NR NR NR NR NR NR NR i60 300 510 810 1250 1660 1910 24'-(Of288') PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 410 120 1030 1350 *10 1" iATERIAL5 L 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 (CMU) per ASTM CSO w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM AFi15 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, 6. Mortar per A5TM C210 type M or 5. 8' PRECAST e PRESTRESSED U-LINTELS 4^Vr14 " UFL IFT LATERAL LENGTH TYPEr2156 1 2 12-IT 12-2T 16-IT 16-2T 20-IT 20-2 24-IT8F28-IT 4-2 28-2 OF32-IT SF32-2T 8U8 8F8 2'-10'(34') PRECAST 1 2818 4101 5332 6569 loll 9055 2021 2021 1 2164 3981 5190 6401 1630 8851 3'-6' (42') PRECAST 5 22SS 3260 4231 521E 620d 1192 1251 1251 5 2215 3165 4125 5091 6061 1036 4'-0' (4S') PRECAST Isla 1989 2832 3680 4532 530"1 6245 938 938 1518 1925 2150 3583 4422 5264 6110 4'-6' (54') PRECAST 1660 1162 2501 3251 4010 4161 5525 121 121 1660 1105 2435 3111 3913 4658 5406 5'-4" l64") PRECAST 1393• 1404 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3520 454E 5'-10'(10') PRECAST 1212• 1351 IS30 2505 3084 3665 4241 418 418 1212 1315 1515 2441 3010 3583 4151 PRECAST 1141• 1200 1133 2250 216-3 32W 3812 101 881 1141 1182 16S4 2192 2103 3216 3132 1'-6' (SO') PRECAST 959• 912 1415 IS14 2394 2191 3240 591 651 9W 102S 1466 i901 2351 2191 3245 9'-4' (112') PRECAST s01• 612 950 12(o9 1560 1852 2144 454 &30 801 155 1192 1550 1910 2211 2634 10'-6'(126') PRECAST 116• 498 193 1021 1261 1456 nil 396 493 116 611 103E 1389 1111 2034 2358 II'-4' 036') PRECAST 666• 43S 6% 899 1104 130E 1515 363 556 666 535 905 12% 1555 IB% 2198 12'-O'(144') PRECAST 601• 400 631 616 1001 II$6 1312 340 494 631 496 818 1209 1514 Ilee 2086 13'-4' (160') PRECAST 500• 340 532 686 841 991 153 302 398 513 409 682 1004 1361 1631 1891 14'-0'(168') PRECAST 458• 316 493 635 lie 922 1065 266 360 545 318 629 922 1254 1561 1816 14'-8' (11(') PRESTRESSED 243 295 455 551 124 851 990 N.R. 351 243 352 582 852 1156 5'-4' (184') PRESTRE55E0 228 218 430 553 611 S25N.R. 321228 329 542 191 1012 616188 n'-4' (20W)PRESTRESSED 236 361 464 561 414SI1142 114 N.R. 255 188 216 dd9 649 814 1389 12327 PRESTRESSED 165 201 313 401 490 66119'-4' N.R. 204 I65 239 383 550 136 1160 21'-4' (2567PRESTRESSED 145 186 218 356 433 512 590 142 212 336 411 635 801 S93 22'-0'(264')PRESTRESSED 140 180 268 343 418 493 568 N.R. 161 131 205 322 451 601 111 941 24'-0'(288') PRESTRESSED 12l 165 244 312 380 441 SID N.R. 135 124 186 290 408 538 6SO 833 -REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8' PRECAST W1 2' RECESS DOOR U-LINTELS R� GRAVITY TYPE LENGTH 6• BRF�•0B 8RF14- 18• 8RF22- SRF26- MW30-OB &W6-IB 8RF10-I5 81 ±115 8RFI8-113 OW22-IS SM6-I5 OW30-15 4'-4' (52') PRECAST 146E 1591 1821 3053 3412 2982 4982 3954 6412 4929 1941 5904 9416 6880 10818 4'-6' (54') PRECAST 1351 1445 2182 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 S416 10818 C68') PRECAST 832 1602 1550 2058 2566 3015 35M 185 1153 2162 4014 6412 6516 5614 6839 PRECAST 135K42 1500 144E IS24 2400 2816 3352 2051 3811 6412 6516 5450 6411 6'-S' (80') PRECAST 822 1611 2933 2516 3223 3612 4522 1611 2933 4100 6130 Slll 6101 (SO')PRECAST 1311 2252 1955 2451 2544 343E 665 1311 2325 3609 5492 6624 5132 9'-8' (116') PRECAST 311 834 1253 loll 1342 1614 1886 535 928 1491 171IS r 2618 3595 1 2815 8" PRECAST W1 2' RECESS DOOR U-LINTELS CMM UFL IFT LATERAL TYPE LENGTI 1 SW6-IT SWIC-IT 8RF14-IT OFFis-IT 8RF22-IT OW26-IT SW30-I SW -2T BFFIC-2T SRFI4-2T 8Rfl8-2T 8FF22-2T 8RF26-2 30-2 8R aRF r. 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4%1 5825 932 932 1244 151E 233E 3110 4008 4850 56% 4'-6' (54') PRECAST 1192 Sol 2311 3121 3931 4156 5511 553 1192 1455 2240 3036 3831 4643 5453 S53 5'-8' (68') PRECAST 924• 1112 195 2423 3055 3689 4325 501 924 2351 2918 3"-1 4230 501 5'-IO' (10') PRECAST 8%• 2352 2%5 3581 tSS 406 469 8% 220e 28SI 3491 4106 469 6'-8' (8O')PRECAST 118 34- 2042 2513 301 3642 030 1100 lie 1981 250E 3035 35e3 1'-6' (9O')PREGA$T 688 1810 22W 2153 322-1 110 941 688 2 1162 2225 2690 391 S'-W1 9'-8' (116') PRECAST 533' 1123 1413 1104 1995 614 533 521 1 1009 I 1369 1128 1 2088 2450 5i6 -REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR "5 REBAR AT TOP MIN. (1) REQ'D d' 1-1/V CLEAR T`i'PE DESIGNATION a F = FILLED WITH GROUT / U - UNFILLED U Q = C.M.U. BOTTOM OF LINTEL CAVITY F rQUANTITY OF •5 REBAR AT -� ? i " GROUT _°� L • • 65 REBAR AT BOTTOM OF LINTEL CAVITY NOMINAL WIDTH QUANTITY OF NOMINAL HEIGHT REBAR AT TOP BOTTOM REINFORCING PROVIDED IN LINTEL 1-5/8'ACTUAL NOMINAL WIDTH 8' (VARIES) GENERAL NOTES I. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 11'-4' and longer with a nominal height of 8' meet or exceed L/ISO. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel In lieu of concrete masonry units. S. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 5APE LOAD TABLE NOTES I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2'. Safe loads for all recessed lintels based on S' nominal bearing. 2. N.R. = Not Rated. 3. Sare loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One 01 rebar may be substituted for two 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 race of support. 6. For composite lintel heights not shown, use safe load from next lower height. e, All safe loads in units of pounds per linear foot. A R C H I T I C T R 6 Design 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774E078 FAX:40 www.abdesigngroup.com AA X: 0003325 J w y 0 rr 4 y 0 F 0 SUDDIV. a Xoz.. SILVERADO LOT ##4 BLK ##7 PROJECT* 04128.000-00471 MODMIA 4EHB "2605-HAYDEN" GARAGN BWMWG: RIGHT PARK: SAFE LOAD -- TABLES (( 150 MPHXP �EE� ARCHITECT: STATE OF FLOPMA a.. DA10/20/17 DCAZA: 1/4"=1'-0" eI 1�T 1 B. 1 21'-T OVERHANG e PATIO OF ROOF ABOVE ----------------- �Ijl��II` 6068 SGD. m (2) 3052-SH EGRESS DINING LIVING 8' BOOCLG. a 8'-e0 ro BE8 R8 0 M _4w v I I 0 A--— w 0 ' I I L.B.W. I BATH 3 C. V. 0 ro! I 0 I I ip q) 0 LAV. UPI O 3'_4• rl 9 KITCHEN 8'-&' CLG. -8 42' 14 HALF L.B.W. 0 31- 2 -8 `" S -10 WALL W/ CA. v OPT j SLOPED LG. O HB m 3 REF I _b36 STAIR DATA _ _ C. 16 RISERS ® 154' GOND- - 15 TREADS a 10' K ARCH v. XX 1' NOSING g8• Q BOLLARD 'i3'-0. 1 4-0, L 21'-4' AS REQ. r U PER BLDG, I 1 $ r CODE - �: FLEX mi GARAGE FOYER ° 8'-8' CLG. I • '�' 8'-8' CLG. IIB I - 3068 W/ a 1 10' TRANS. 3 ( m �, (2) 3A) -SH -! 21. _ 8 . CID PORCH I 8'-8' CLG. e 41 — — — — — — — — — — — — — — — — — — — — 1' 4' 1 4" I 4' 10' - 0' FIRST FLOOR PLAN NOTE: _ -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-5 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) -20 MIN. FIRE RATED DOOR TO BE EQUIPPED W/ SELF -CLOSING DEVICE PER SECTION R3025.1 OF THE FBCR 5TH EDITION (2014) B ro EXTERIOR MASONRY WALL BRG. HEIGHTS 8'-8' BRG. LOAD UN.O. ON PLANS SQ.FT. CAM'S IST FLR LIVING 1104 SO. FT. 2ND FLR LIvMG 1501 SQ. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 43-1 $0, FT. PORCH 111 50. FT. TOTAL 3153 50. FT. PATIO 80 SQ. FT. BL. TOP PLATE e m BAR DETAIL A 5CALE:1/2*-1'-0' 0 OOwOw AID aAD=ww LCAUB MW WW E8'OBUE FM 3 SEC= WM ommm SOIWE m 50MPH WIND MO RaMM MD TW E FOOTAGE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA S.G.D. MIN. 41 5 CRITERIA 160T0 O.HA. 112 5 [23/-2S 21/-25 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECI70N 612.2 OF THE FBCR 5th EDITION (2014) TO MEET TESTED ALLAWA13LE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONRpL DATE 0710/I6 A R 6 H I T E C T a 6 Gr Design 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA B: 0003326 F W y y O a h O F 0 a7LTHDIV. d° IA7`. SILVERADO LOT #4 BLK #7 PROJECT* 04128.000-00471 ][OD1Qis 4EHB "2605—HAYDEN" GARAaa 8WING. RIGHT PAGIM FIRST FLOOR PLAN 150 MPH EXP. B Of IF ARCHITECT STATE OF FLON r 1/0 `: /j,�i DaDcr A 10/20/17 SCALD 1/4"=1'-O" air 2 HANDRAIL o 36 W/ 2X4 RE-INFOf s THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL o SHALL BE NO LESS THAN 1 1/2' AS PER FBCR RBIL-IZ.2 B 0 v NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTIC DIAMETER OF 1)q't 2' OR A NONCIRCULAR CROSS SECTION WITH PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4' SHALL HAVE A MINIMUM RADIUS OF 1/0'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 5 FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN All DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATIOr SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.G. 2014 HANDRAIL DETAIL k- BDR DBL STUD 1 M 2'-4' y 4X4 POST I gg - 8'-0' GL a Mum] (2) I UPSTAIRS I LIVING CHASE A6E e'-0 cLG. BDRM. #5 -0' CLG. — ro MI.: DBL STUD—/ 2'-42 8 42' H. HALF WALL W/ CAP CIV LAUN• jl'l" 4'_m" 12'-0" m ,4'-Im"CGIC 91 I S A DN. r--ter--� . I OPT. OPT. II a I D. II W I '-0' u W.I.Cr--- BIG. 3-SH �I 0'-r0-6 CLG. a J Q J v W.I.CvI 7' CLG. I— STAIR DATA lib RISERS a 1.54' 15 TREADS ® 101 W NOSING 22X36 ATTIC ACCESS 13'-8° y 4X4 POST OWNERS SUITE V-0' CLG, B2040-SW 3052-SH 3052-SH SCALE: 3/4I'-0. C:ED EGR® EGRESS -1, LFWALL SECOND FLOOR PLAN AHT T SECURE TREADS TO STRINGER LAYERS OF 3(4' W/ CAP 1C:Ar NOTE: n u W/(3l8 9' 9CREILl4 - EA STRINGER UNTHREADED SHANK /4'PLYWOOBUS OR (2) LAYERS OF 3/4' SUB O FLOOR MATERIAL RIPS FOR —3/4' TtG &1B FLOOR GLUED + SCREWED 2-8 LOUV, DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID TO EMEND BEYOND THICKNESS SOLID NAILING PER FASTENER DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE OF SUB -FLOOR SHEATHING SCHEDULE I 10'-0 3/4' 2ND FIN. FLR / B HGT. -- / FL R - WA. / / 42 H. 1/2 3/4' KICK / STAIRS RISERS TO CONFORMTO FBCR 5711 WALL W/ CAP I' MAX. PLATE / EDITION l2014) STAIR DATA: 1 MIN. TR EAD.10' MAX RISER.T 3/4' 3/Ib' NOSING 0 s MIN. / 16R 0 l54' MAX VARIATION IN RISERS/TREADS 15 TREADS ADJACENT TO EACH OTHER 3/8' MAX. IN ANY RISER/TREAD HANDRAIL / 10'• 1' NOSING CVARIATION IRCULAR CROSS SECTION DNA, TO BE 1 3/4' •-1/4' OR PROVIDE EQUIVALENT / S T O R . GRASPABILITY WINDERS- MIN, 6' WIDE NARROW END MIN, 11' WIDTH • 12' FROM Q / NARROW END 34' MIN. HANDRAIL W.T. w —3- ER i z / INF RC W12x BPF REINFORCED WICONTi OF NOTE, a m w t0 / SM-rL.BEAD WI 81�-FLOOR ADHESIVE PL-400 OR SIMILARE s ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 0 u EA HORIZONTAL RUINSURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM O z . = m / 2 X 4 RE-INFORCING BOARDS. PBCR 3112.2 / • EA. 2 X 12 STRINGER / SECURE W/12d W-8' O.0 / 0'-0' FIN. FLR. 2X4 ATTACHED W/10d MASONRNAILS 0 SLEEPER INTO SLAB WITHIN 8' ^ STAIR DETAIL CF EACH END, 32' OZ. MAX. y'-, �,.yt, y�•,p-p• A It C H I T e C T a 6 Des' t2. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAK 407-774-4078 www.a bdesigngroup.com AA #: 0003325 [�o� 12 4 BVBDiv. a wli SILVERADO LOT #4 BLK #7 ' 12 000-00471 UoDzu 4EHB "2605-HAYDEN" GA %A039 8111F1N0: RIGHT PAO14 SECOND FLOOR PLAN TAMPA 150 MPH EXP. B ARCHRECT-. STATE OF FILORIDA UACFIA DA10/20/17 BCALW. 1/4"=1'-0" ax�V_^Jl V A R C R IT E C T S 7TD. CALCS - OFF -RIDGE VENTS ONL AREA OF ATTIC = 1585 SQ. FT. NET FREE VENTILATION AREA REQUIRED V300 REQUIRED VENTILATION AREA = 1585/300 = 5.28 VENTILATION AREA X SQ. I NCHES PER FT.(144) 760.8 SQ. IN. MIN. REQUIRED VENTILATION .5X 760.8 IN LIPPER PORTION OF ATTIC 390.4 SQ. IN. OFF RIDGE VENTILATION AR FA = 115 SQ. IN. PER VENT 380. 4/215 TOTALMOF VENTS REQUIRED = 130783 TOTAL N OF VENTS PROVIDED = 4 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 1/6' THICK 3 COAT CEMENT — PLASTER OVER GRADE 'D' FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' FELT PAPER PLAS GALVYPE FLAS\ HING BETIETN ROOFING CEMENT FIBERGLASS SHINGLES OVER'3 \ V 2x6 LEDGER SECURED FELT PAPER ON T/I6' 09B. \\`.Ilj W/ 1/4' x 4' LAG BOLT SHEATHING OR IR' CDX W/ 2' DIA WASHER PLYWOOD SECURED PER -24' O.C. MAX NAILING SCHEDW-E LSU-26 6 2.6 RAFTERS —_ LU526 W/(4)10d. TO LEDGER AND (2) 10d'� TO 2x6 JOIST 2X6 LEDGER W/ 1/2'xS'- THREADED ROD 32' O.C. MAX. SET M SIMPSpJ * _ 2'-0" NIGH STRENGTH EXPDXY 6' MIN EMBED. 1/2-THICK 2 COAT CEMENT PLASTER APPLIED DITECTLY TO MASONRY C S.G.D. wROW SCALE: 1/2' - I'-O' SHINGLE ROOF FYPON I6'X48' DECORATIVE SHUTTER OR EQUIVALENT 18'-0 3/4' 21,10FLR BRG. HGT. Y FYPON BKTIIXIT OR 14A N EQUIVALENT wA TYP. H E � R 10'-0 3/4' 2ND FIN, FL_ R.,�.. _ - 8'-8' BRG. HG�T.,{Y - 6' RAISED BAND (TYP.) 46 WA TYP. 4' RAISED BAND (TYPJ 8' RAISED BAND (TYR) V 00' FIN. FLR_ IV-0 3/4' 2ND FLR BRG. W T. 1/4' BRG. HGT. 12 FYPON 16'X48' SHEATHING TO LAP DECORATIVE FRAME TO GABLE EQUIVALENT ---�--.—� _ - CONNECTION 12" MIN RAISED BAND FRONT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 14' -0" I I' -8" 12 WA U 15 U 2 WA 0 WA MIN. 16 VIA A TYP. 1 1 Al WA1 10'-0 3/4' 7B WA3 F}- TYP. d REAR ELEVATION TEXTURED FIN15H -0• f—FYPON I6'X62' DECORATIVE SHUTTER OR wn)wn wn EQUIVALENT ��— 4' RAISED BAND �10'-0 3/4' 2ND FIN. FLR 4' 8'-8' B!3'a. HGT. � 6' RAISED BAND 9 wA OPT. COACH LIGHT „0'-0' FIN. FLR �BRG. HGT 0' �18'-8' BRG. HGT. 0'-0 FIN. FLR. WDesien PH: 407-774$078 FAX: 407-774.4078 www.abdesigngroup.com AA X: 000332 i y 0 y C EOZ. V V J u EIVSDIV i6 '"p SILVERADO LOT #4 BLK #7 PROMWT/ 04128.000-00471 MODSTt 4EHB "2605-HAYDEN" GARAOR SwMG. RIGHT PAOR FRONT & REAR ELEV. "D" 150 MPH EXP. B ARCHnr--CTI STATE OF FLORIDA pMET SCAM 1/4"=1'-0" ax�r 4 D 18'-0 3/4' 2ND FLR BRG. HGT. - — RIGHT ELEVATION 14A WA TYP. 12'-2" 1&-0 3/4' 2ND FIN. FLR.- I I - - — 8'-8' BRG. TEXTURED FINISH b OFF RIDGE VENT FRAME DOeN FOR FYPON E,ICTIIXI"I OR EQUIVALENT 18'-0 3/4' 2ND FLR. -- -0:1 0 10'-0 3/4' 2ND FIN. FLR. no8'-8' BRG. W.T. 7B L1- 7H r-- WA WA IVI—� ,ae I j was TYP.I 1 I I LEFT ELEVATION TEXTURED FINISH 0'-0' FIN. FLR. A R C N I T R C T• _ Design PH: 407-774.8078 FAX: 407-774-4078 WWW,abdesigngroup.com AA0:0003325 e: m 0 E; a a ti 0 F C V Sulmly an LOT SILVERADO LOT #4 BLK #7 PROJECT# 04128.000-00471 moDEL 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEV. "D" 150 MPH EXP. B oof DIUNT A10/20/17 SCALE 1/4"=1'-0" wirom 5� DENOTE RAT RN • 10' O!C MAX. . DDIM 24 S2RMWA 0 IV 02 MAX BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING 4'-0' O.C. BETWEEN TOP CHORD 1 2X4 SYP -2 X-BRACING. REFER TO DETAIL 9/DS FOR BRACING REQUIREMENTS FASTEN 2X4 SYP "2 OR SPF BEVEL CUT TO TRUSS TOP CHORD U)AOd x 3' NAILS i 6' O.G. STAGGERED NOTE: REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE 4 REQUIRED FASTENERS. ®9 FT4 LL II II II II II III II II II I II II II II II II I I II II II II II II ( I II """"wIt ""NNNNN NHhiNE NNNNNNNN�� !NN NNE II II II II I � II II II II I II ! II II II II II I I ( I I II �FTIIG� u ll IJ III 12GN I II II II II ill II it _ I III II II II I TRUSS TO 4 IT91 POST l2) HTS-2 IPOST TO Htt �1-- L L Tu..B. . cry fl - mul l2J 2X12 HDR Wl2) JACK < -- - _-� l2) FULL STUDS EA. SIDE zzzzz:i— :3 :zz— u e _ 2) W/ 2X6 LEDGER SE URED 1/4'X6' WASHER . 24' O.C. D --- �ry I II II HUC-410— LI II MI II III -_/ - - L - J- -A - --- - - FRAMING PLAN CCA 01/22/16 L—i A R C N I T E C T a 6 Design Gr u i! 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 IN 0 y c F O 2 9VSDIV. de I.OT: SILVERADO LOT #4 BLK #7 1pftojwT# 04128.000-00471 MODIM. 4EHB "2605-HAYDEN" GAPAGZ 911MG: RIGHT pAGIM FFRAMING PLAN ELEVATION » D,> 150 MPH EXP. B 71 DltDCT w 10/20/ 77 SCALM 1/4"=1'-O" RMEW A R C N I r R C T s • DENOTE RAT FIN • 10' O/C MAX. .. DDIME 2X6 SiR7iY&a • V O!C MAX BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING o 4'-O' O.C. BETWEEN TOP CHORD 4 2X4 SYP 02 X-BRACING. REFER TO DETAIL S/D5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP -2 OR SPF BEVEL CUT TO TRUSS TOP CHORD W/10d x 3' NAILS s 6' O.C. STAGGERED NOTE: REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE 4 REQUIRED FASTENERS. TRUSS TO 4X4 POST (2) MTS-12 POST TO BLK HTT-4 TRUSS TO 4X4 POST (2) MTS-12 CJ5 POST TO BLK. NTT-4 CJ3 CJI 45, ROOF FRAMING PLAN CCA 04/08/15 4� CJI CJ3 CJ5 TRUSS TO 4X4 POST (2) MTS-12 POST TO BLK- HTT-4 TRUSS TO 4X4 POST (2) MTS-12 POST TO BLK. HTT-4 Design Grob InC. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeaigngrou P.Com AA 4k 0003326 m y 0 y 0 0 F Z J u AL78DIV. at LOT SILVERADO LOT #4 BLK #7 PRO"=" 04128.000-00471 MODIn- 4EHB "2605-HAYDEN" OA1tAGZ AMINO: RIGHT 'T�OOF FRAMING PLAN ELEVATION "D" 150 MPH EXP. B ARCHfTECT-. STATE OF FLOM -17 A RA L 1M 723 DATic: 10/20/17 ACALM 1/4°=1'-0" AIiA1$T 7D CONNECTOR SCHEDULE ICONTROL DATE: 01.05-1 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA I6-I6 1625 (0) 10d x 1 1/2' I -PLY, (b) 16d 2-PLY, (USP: (10) IOd X 1 1/2, - NO 16d OPTION) (2) META-16 PJ85 (2) HTA 16-I0 2000 (10) IOd x 1 12' I -PLY, (USP: (10) led x 1 1/2') 2515 (14) Ibd 2-PLY (USP: NO I6d OPTION) 14ETA-16 law HTA W 1810 (9) lied x 1 12' I -PLY, (a) I6d 2-PLY USP: (10) 10d x 1 1/1', NO Ibd OPTION HETA-20 1810 HTA 20 laic (9) IOd x 1 12' I -PLY, (8) 16d 2-PLY USP: (10) IOd x 1 12', NO Ibd OPTION r �i Z (2) HETA-20 2035 (2) HTA-20 3230 (10) 10d x 1 12' I -PLY USP: (10) 10d x 1 1/2' 25" (12) Ibd 2-PLY (USP; NO Ibd OPTION) O LGT-2 250 LUGT-2 1550 (1) - 1/4' x 2 1/4' TITEN, 2 (USP: BLK (5) 114' WB, WOOD (16) Wal V) DETAL-20 24M DWTA-20 2430 (I8) - 10d x 1 12, 1 PLY MGT 3969 MUGT 4115 (I) 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) IOd TO WOOD) HGT-2 • 10980 HUGT-2 919m (2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (16) 10d TO WOOD (USP: WOOD (a) 10d) HGT-3 10530 6WT-3 5060 (2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN.12* EMBED), (16) ]Old TO WOOD (USP: WOOD (8) 10d) LGT3-SD82.5 3285 LUGT-3 3525 (12) SDS 1/4'x3' TO GIRDER, (4) 3/0' x V TITEN ND TO WALL (USP: CONC. (4) 3/8' X Y WEDGE BOLT, WOOD (12) WS25) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) IOd x 1-12' (USP; (10) 106 x 1 12' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (I) 5/6' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (W.)-SOS I/4'X3' TO WOOD (2) VGT 11a5 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY MTS-12 1000 MTW 12 1155 (14) 1" x 1 12' (USP, (14) IOd x 112', (14) IOd) HTS-16 1150 HTW I6 1260 (16) 10d x 1 12' (USP: (I6) 1" x 1 12', (16) IOd) HTS-20 1450 HTW 20 1530 (24) 10,1 x 1 1/2' (USP; (24) 10d x 1 12', (20) 10d0 HTS-24 1460 HTW 24 1530 (24) 10d x 1 12' (USP: (24) 10d x 1 12', (20) 1Od) LSTA-12 • $25 LSTA 12 530 (10) lied USP, (10) 10d LSTA-18 • 1235 LSTA 18 1235 (14) 10d USP: (I4) 1" MSTA-18 •. 1.115 MSTA-18 1310 (14) 10d USP: (14) Tied N MSTA-24 .. 1640 MSTA-24 1640 (18) led USP: (18) IOd Q_ MSTA-30 •• 2050 MSTA-30 2065 (22) IOd USP: (22) 10d MSTA-36 •• 20SO MSTA-30b 2065 (26) I0d USP: (26) 10d MSTI-36 3000 KSTI 236 3890 (36)10.1 x 1 12' USP: (36) IOd x 1 12' N MOTI-48 5065 KTSI 248 5140 (48) IOd x 112' USP: (48) led x 1 12' 616 550 LFTA 6 1210 (8) Sd TO PLATES, (8) Sd TO STUDS (USP: (16) 8d x 1 12', (16) Sd) SP4 8a5 SPT 4 545 (6)10d x 112'TO STUDS USP:(6)IOd x 112'TO STUDS A34 395 MP 34 3ac (4) 8d x 1 12' TO BEAM, (4) Sd x 1 1/2 TO POST. USP: (4) 8d x 1 12' TO BEAM, (4) 8cl x 1 12' TO POST. HCP2 645 WHOP 2 ace (W 10d x 1 12' USP: (10) 10d x 1 12' TO TRUSS, (10) led X 1 1/2 TO PLATE HIOA 1140 RT IBA Mw (10) Icd x 1 12' USP: (5) 10d x 1 1/7' TO TRUSS, (8) 10d X 1 12' TO PLATE VGT 4 HDU4 4540 PHD 4A 5215 C16)-SDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 12' W/ THREADED ROD, (2) NUTSN)ASHER2 PLY USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (IO) W83 WOOD SCREWS VGT 4 HD-IB 4940 TDX 10 10140 (16)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAAASHE"PLY USP: 1/8' ATR MIN. 'VEMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRII-BOLTS 2200 6665 PAU 44 2535 6115 (U 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONC., (12) Ibd TO WOOD USP: SAME AS SIMPSON 23" 12000 PAU 66 23W 16005 (U 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EME:ED.) IN CONC, (12)I6d TO WOOD USP; SAME AS SIMPSON N1340 LTS 19 ROS (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (6)10d TO WOOD USP; SAME AS SIMPSON O1500 = F�4TT4 LTS 20B Tics (1) 12' A.T.R. IN HIGH STRENGTH EPDXY, (MIN.'1' EMBED.) N GONG, (IOAOd TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) led x 1 12', 2-1/2' U4455 ZUSP HTT45 41b0 (U 5/8'ATR. IN HIGH STRENGTHEPDXY (MIN. VEMBED,) IN CONC., (10) SD-10 X 112'(USP: (20) I6d X 2-12') HAS MORE NAIL OPTIONS, (20) IOd, (20) 1" x 1-12', (20)I6d x 2 I2' Q5090 HTT45 5005 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN, 1' EMBED) IN CONC., (26) I6d X 2 12' (USP: (20) Ibd X 2-12') USP HAS MORE NAIL OPTIONS: (28) 10d, (29) 10d .1-1/2', (20) Ibd x 2 1/2' HHDQII-SDS 2.5• 11810 UPHD 11 14395 (I) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 10' EMMD.) IN CONC., (24) SDS Y.' x 2)f' WOOD SCREWS (USP: (24) W63 WOOD SCREWS) HD15 6645 TDX 10 10140 (U 1/91' AS. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONIC., (3) 3/4' STUD BOLTS TO WOOD (USP. (4) 1/0' BOLTS) N MBHA 3-56/II25 3415 5330 NFM35X12U 2580 1130 SIMPSON: (U 3/4' A.T.R. IN HIGH 9TRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C1t1AL TOP, (1) 3/4' A.T.R. IN NIGH STRENGTH EPDXY, (MIN. 905' EMBEDMENT) IN CMU. FACE, (IS)IOd TO BEAM USP; (1) 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE, (14) 10d AT JOIST W 0 HU9C4 2 MOOD) 3635 2660 (FLR) HU84121F 3060 2110 (FLR) 10J I6d TO HEADER, (IO) Ibd TO WOOD USP: SAME AS SIMPSON 3265 !ROOF) 3325 (ROOF) Z Q HUC41m (CMW 1800 4WO HD410 IF 1305 5000 (I8) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (19) 114' x 3' WS3 SCREWS, 00) 10d TO WOOD. USP (20) 3AW TAPPER-, (10) 10d TO WOOD = HUC210-2 (CMU) low 5085 ND210-21F 1305 5000 (18)I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 1041 TO WOOD: (USP: (10) 1/4' x 3' WS3 SCREW&, (10) IOd 70 WOOD. USP (20) 3/16' TAPPER-, (10) 10d TO WOOD HUC210-3 lGMLU Iwo 5085 HD210-31F 1305 5000 (16) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD: (USP: (10) 1/4' x 3' WS3 SCREW&, (10) 10d TO WOOD. USP (20) 3/16' TAPPER., (10) 10d TO UIOOD LGUM26.2-SDS 1430 5555 LGUM26-2 2125 6065 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CM, (4) 1/4' X 2 12' SDS SCREWS TO WOOD, USP (4) 3/8' X 4' WEDGE BOLT,i WS3 WOODSC W9 HIGH STIENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. • WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID w/ GROUT. .. Od COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 2.1% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 19 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. MINIMUM EMBEDMENT INTO THE TOP O' A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' Ld 1--- O A.T.R. • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE O: THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'NIGH WIND -RESISTANT CONSTRUCTION F-C-14WRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SAS-2012 4 U&P STRUCTURAL CONNECTORS 20115-2016. HhAllr;K �SYA1N U14AK f SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x IS 5'-4' TO 1'-V DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-O' DBL 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO W-O' DBL 2 x 12 8'-0' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD RE UIREMENTS MAXIMUM HEADER SPAN (Pt.) UP TO 5'-0' TO 8.-O' U.N.O. 4'-II 12' 1 1'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 Fl 2 x 12 2 SYP) 1/16' OSB NAIL (3)12 • 6'-8' O.C. I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO UJALL. • TRUSS TO WOOD FRAMING SHALL BE MT5-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED 111/3-10d GUN NAILS OR 3-12d HAND DRIVES A EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH UJALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRU55 BEARING. 6.PROvIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER MATH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. &.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. A R C R I T E C T 5 1 6 Design GrouP",��. Ai N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77"078 FAX: 407'7744078 www.abdesigngroup.com AA 8: 0003325 A 0 tom.. h O F 4. i SURDIV. 41a LOT SILVERADO LOT #4 BLK #7 PROIWT# 04128.000-00471 u0DZGL: 4EHB "2605-HAYDEN" OAI%AGR 8WING: RIGHT PAGM CONNECTOR SCHEDULE 150 MPH EXP. B panTr -1 DAm 10/20/17 SCALD: 1 /4"=1'— 0" S 7.1 ELECTRICAL LEGEND SYMBOL - DEFINITION NOTES -e 125V OUTLET 20 AMP BW1(d.E POLE I10V OUTLET _�n W0V OUTLET N CF OUTLET W RFD TO BWITCN GFI WV OUTLET EQU"M W001M FALL INIlN1PTER (TA)lPER P0816TANT TYPE) 220V OUTLET (4) WIRE CONJECTICN ENT. WATSE,,wGF GROUO FAULT OUTLET RNERRUPTER SWITCH Its SWITCH 9-WAY OF4R $4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT CELLMG LIGHT /P PISOO \O\ LI `0\ RECE9em CAN WALL SCONCE PRE -WEED VENT. FY) I CRT PER San VENT. FAN WILIGHT 1 cw PER SO, FT. 1 /Il V FI%111RE lw 1�� [SPEC'6 DT = 2' FLUORESCENT �p — —p_ � 4' RUOREDCENT Il©II AT TRACK LIGHT PANEL METER Sr1oN'E DmcTc BD. WALL HOMED � pETECTC cAucN MONOXM: ® S/CO SMOCE DETEcr01! LCT1B0 tf� P ANT LIGHT ' ✓ aCU"TT 6°6 . TMAM40 E JACK LLH WATER IE.4TER DRC.OIAECt 1 N.1 T0.EVIS10N JACK ILHG SOX OU TO DE SUPPORTED N JO J-EKW ACCORDANCE tW BOX MMWQD AS SUCH FOR I TO DE BUPPORIED N CE0.51D FANA.K.Hf AGCOI®^•'-e U1' DaR MARKED A5 SI.GH FOR FLOOD LKAR KP OPr. SECURITY KEYPAD PA PUSH-BUTTON FOR CHDE6 4--4;�r Use PORT N LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION 12014). 20 AMP DEDICATED LALNDRY CIRCUIT. GFI • ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 5O CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 57H EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (20142 ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5T1iED_l2014A PATIO I DROIOM i NG Ii y�NI: / PRE -WIRED / CLG FAN / I GFI i SWITCH IN / \ CABINET OUTLET / IU \ FOR DW / TO 2ND FL. C _ / SWITCH B m 2•E11D WRAP ' OR AATSD EN I I 1! T, \ GFI I 1 Ir OPT. 7I / GARAGE REF II GFI I DOOR I \ MALL DE 4 DISTANCE PI NOT LESS THEN a PRE -WIRED CLG FAN _ II � / I KEYLESS II /� FIXTURE FLEX I / FOYER GFI II TQ ee ELEVATED j / GARAGE W1 I /-\\ DOOR PREWIRE GARAGE PRE -WIRED CLG FAN BEDROOM2 / GsFI OME, \ PORC IATH #2 1 L] AS REQ. / PER BLDG. / CODE aa ----- 3$ METER VERIFY W LOG. IRRIGATION OUTLET o 48' AFF. OPT. COACH LIGHT FIRST FLOOR ELECTRICAL PLAN I UNIT - NEW G'••IART LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP INEC CODE b2) HOUSE PLAN: 4EHB HAYDEN MODEL LOAD INFORMATION VA 8505 � R GENm1AL LGFTIDIG X 3 VA PER Ap 1T T815 2 lro AHP APPLIANCE CIXCUIT AT I500 VA EA 3000 1 LAUNDRY CIRCUPI' 1500 1 RANGE AT NA= PLATE RATWO OR COOETOP/OVEN 12000 1 WATER HEATER 45M t DBHWAAHER 1200 t CLOTHES DRYER 5000 1 DISPOSAL 6w 3 WCROWAVE 1500 I REPRRi_TOR I200 BIIBTDTAL OP GEN6R/S. WAD W216 MOT 10 EVA OP GENERAL LOAD AT 100E 30o00 REMAINDER OT GENERAL WAD AT AGE 28215 VA 1 .4 ]1266 TOTAL N GENERAL WAD 21255 G5 TON HEAT PUMP (W/ 6" O(ERGENCY NEAT 9TRII+) 21 Al- 1 240 V 9.5 TON COOLING SYSTEM 40 AHP 1 24D VM • WOO NET GA2ERAL WAD 212" NET TOTAL HVAC Be00 TOTAL WAD 90866 CALCULATED LOAD FOR SERVICE soave YA/240 Y- 322 Alw 150 AMP SERVICE •PoRST C188 9CM HIGHEST HVAC WAD UABD !OA CAWl)1ATEINE.• NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 3000 VA ® 100%, REMAINDER ® 3S% NET LOAD: 6,134E RANGE: 12000 B -10% 8,400 DRYER: SOW a 10% 3rloo TOTAL 18,84E NEUTRAL AAPACITY: 18,4815 / 240 • -18 A '2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 342/0 CU, THWN . 1% CU IN 2' CONDUIT OR 3 A4/0 AL, TI-IWN 4 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG,) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 1201240 VOLT GENERAL NOTES: M ELECTRIC METER IN I PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO PANEL COMPLY WITH ELECTRICAL PROVISION& OF THE FBCR 5TH EDITION l201J2 LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 150A/2P B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS Mr B NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 A210 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 A4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/8" DIA X B FT LONG COPPER CLAD GROUND ROD A R C N I T R C T S 6 GrpoeusI In 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA A: 00033251 I i O O F O sT"mm as LOT. SILVERADO LOT #4 BLK #7 0 12 000 00471 moDmu 4EHB "2605-HAYDEN" GARAGE BWMG: RIGHT p FIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B ARCHITECT: DF-nnqT .1 A10/20/17 80AL10: 1/4"=1'-0" eliZZT ELECTRICAL LEGEND YMBOL DEFINITION NOTES nBV OUTLET M M1 MN N ROLE 110v OUTLET IIOV OUTLET N OUTLET WRED TO SWTCH (il llv> OUTLET EOUIRED WhSRD PAII TER Fw"T 11lMBTANi rTPEJ IPE, a@ 22OV OUTLET lQWIRE CO#EOTI wl OUTLET IMERpIP1EP RT wI eUATCM ItseWITCH 3-WAY OPER W4 dWTCN 4-WAY OPER WALL Mott mD LI CEILING LIGHT VP PROOF to LkWf & Rlc"WD C4N WALL BCOIJC& PRE -WIRED VENT. FAN I CIM PER BQ PT. VEM. FAN W1KIM 17. . 1. />1 PIXNRE••• reREce TBD BY I PLuoRExENr T-a%B WRAP aearo � _ � 2'FLuoReeceNr 4' TR LI C= PANEL PETER 0 9.D. M'ICIQ! vamcTOR GATT. dOJ[ �T WALL FIOIMED DArt. Beoc-� I w I M101@ DErecTae uV.1�lABE ®9/CO � DEtecrpe -D SHILL BE A DISTANCE :J PQOANT LK lJ� DTI ORAL fs4B . iELlHIRJE JAOC 77 WATlR IffrR DISCGNJECT M u re1lvleN>r+,ACK I FIO BOX a, O TO x MIPRORTeD N FLOOD Lk3W F OPT, MeapTY IQ:YPAO Ra PUSH -Burrow FOR -me — PORT LOCATION OF TV JACKS A PHONE OUTLETS FANS TO BE VERIFIED a HOMEOUXER PRE -CONSTRICTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PEF 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 MI501.3 FBCR 5TH EDITION (20141 LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBGR 5TH ED (2014J. ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). SECOND FLOOR ELECTRICAL PLAN OF A E C N I T E C T S Design Grou 1nD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www;bdesigngroup.com AA #: 0003325 F y V W O V y O F 10>, V y J VHDIV. a LOT. EI SILVERADO LOT #4 BLK #7 PROJROT* 04128.000-00471 1[ODIDIe 4EHB "2605-HAYDEN" GARAGM BWngG- RIGHT PAGI: SECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B ARCKTECT.- STATE OF FLORIDA DAm" 10/20/17 SCAM 1/4"=1'-0" sire= HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB !MASTIC. AND INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603, PATIO 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 I 4. FRESH - AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT ----------------- OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603 I 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION (2014) MECHANICAL CODE 603.1 DNIiG 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE 0. m S' S/A livi MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE FROM UMM SECTION 403.I ABOVE S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE N 1 �c.y 1 BEDROOM #2 RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE II I --------- ----- I 12X8 I I DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS EDITION AMPS MECHANICAL SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBCR 5TH- 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. XIS ! I 12XI2 14�X6 - - - - - - - - - °' ! I PA55 --- II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. s - FANTEGH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. I j THRII BATHP O C._- I ------_------------- - - -- X -I 1 II I I i l l l l l l 4 I KITCHEN S1TOR• _ NOTE wI - ALL HVAC TO HAVE PROPER - - PANS W/ DRAINS ' �' ATTIC �J 0 CEILING 70 EXTERIOR WALL _ -J �_ - _ J� _ _ - PLENUM T y AIR RETURN 12X8 SXX4, SUCTION AND LIQUID � I I \� 8' S/A AIR SUPPLY y REFRIGERANT LINES I �� I I 1 FROM ABOVE AIR HANDLER'_ EXTERIOR WALL '� / exe I' 1 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY ! y PVC SLEEVE TO LINES BELOW SLAB FLEX I FOYER LL T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT I __^ ._._ TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER - - - ARAGE -- FBCR 5TH EDITION (2014) _-- MECHANICAL BLDG. CODE SECTION 3012.1.1 HVAC DRAINS PORCH ---------------- --- FIRST FLOOR MECHANICAL PLAN SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG _ -- FITTING OR EXTENSION TO I SOIL OR WASTE AS _ L REQUIRED I I WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK 1 I P.V.0 OPT[/SPEC c--_rr i --- /---- INV, SE `� SI PLAN FLOOR SLAB CLEAN -OUT (TY!!d COUNTERSUNK GA. PLUG SEE SPEC. ----- .---------- Iw_'_-WX8' CONIC. FIN. GRAD OR PAVING FITTING OR I EXTENSION TO SOIL OR WASTE AS REQUIRED I I Y - ------ -y SITI SEE �61TE PLAN NEXT. GROUND CLEAN -OUT (TYP. N S SECURE STRAP TO CONIC. CONDENSER W/ (2)-3/16'X2' TAPCON5 UNIT SIMPSON WB ROLL STRAP OR EQUAL 4" CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) "8XI 1/4' $WT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN CONO. 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 BALANCNG DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR (T) THERMOSTAT ED PASS-TWF74J AIR GRILL A a C N I r a C T a Design GrouP"I� 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA & 0003326 F w y U m 0 a 0 h 0 V BVHDI{1 as Iri SILVERADO LOT #4 BLK #7 PxOJwT* 04128, 000-00471 MODS 4EHB "2605-HAYDEN" GAiaAoa aaauQcs RIGHT PA4Ec FIRST FLOOR ECHANICAL PLAN 150 MPH EXP. B ARCHl STATE OF FLORIDA 4A.CRA D- 10/2 1 "I' ll Iscwr ta: 1/4"=f-1 BI;L'8.'T 10 SECOND FLOOR MECHANICAL PLAN A R C B I T[ C T 8 l 6 Design Grouirnc. Ai N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F y w 0 y O R �4 G y w a F 9 sIulwly. a 7,07 SILVERADO LOT #4 BLK #7 PROJmCT# 04128.000-00471 MODZU 4EHB "2605-HAYDEN" GARAG30 OWING: RIGHT PAgPCOND FLOOR ECHANICA PLAN 150 MPH EXP. B ARCHITECT- STATE Of: FLORIDA PIUNT —1*1 DATIL. 10/20/17 OCALM 1/4"=1'-0" millu T 1� rQ s REM•R YeRrICALLY uv talc. TRDw CELL eEc ENERDY LODC PgBTD PDR bMILATION R-VaLLeB ... • ,• CONC- MM. au OT.B' uM)BRAm e1IH ON TEXIUMD FNMM L Q 6' CreT � y � N' OYP. Bt. MD. MLUM P.T. a1. PLATE TO CQAC YU N'XTm' MGIUIe BOLT Uv ]' e1M1ER T' eJ•e®. nM • N' OG MaX BL'GllE P.T. MT. MATE W eLAD BV N'xb• AlY.AICR DOI.t YV T' WAB1lR l' [I'E®. MH • N• CG I•ux. BlCURE P.T. eT. PLATe TO BLAB By D, IBp MaKTNT Nst1 • N' 04 1'Llit ,• TwldC 1Bmm FBI • I! DaTB CONC. BL4D MDlORClD EV -MIL P - E TI!D VAPOR MTARDCR ON PILL-DOFTacTCD 4laN lq"L TBRIRB Al BNALL ME pgea-CAM rU S R[?OR LN CWMB bU ' �De.BE L ,' CONC. MN. 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W NO -UPLIFT BCALE� N'.T'-®• ; STAIR DETAIL GARAGE STEP-UP cJ -BEARING 3 wue• I n-m n) s MBAR vElerICALLY uv corn. POue CELL BTUDB M' OG MAX ! N' • TlAD OP QrAIeA OE vAR1E8 WIN BLOPE BEGIDM rT. MT. PLATE TO BLAM Yl• N'%B' YY/tlR MOLT eU 1' D4,NlR T' e"eED. 1'EL • N' AL MA% n B N' • 1lAD OF OARAGE VARIER YDTN BLOPE eeaLM P.T. MT. RAt! TO elm YY N',tE' ANCHOR BOLT EV 1' BWBIER l' Q!!D. nM • 31' OC MAX • B N' • MEAD OP OARASE VARIE► TN BLOB BECIDM P.T. DT. FLAte TO BLAB BV P. MaBONeT NALL . N' OG MAX I. a B N' • 1E!AD P GARAf! vARmJ WTI BLOPE BlCT4 P.T. MT. PTO BLAD BV MASONRY NALL M' • N' OG nAx ExTENOlD BLAB 1 N' Ll1m IlIfM VANeB N' MCEBB FOR BeeVlf2 _ F Q B' CMJ - , y u O Cllm reRiNT VARIER • 4' GONG- MM. eV 1'Y' YB•I)•I.Im LLYM " I GN b-nIL -my EY-ii !! vAP01! E MTARDER ON LLELL•CGMPACTlD • ♦ ,' LONE REM. BV bYb• UeA)e1.lAm W W - d .-MLL P'OI.T CTNTLCr! VAPOR E MTARDER dJ IRLL•COFIPACfED CLEAN PILL _ ' • ,' taC. RIM. 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W NO UPLIFT �W/ NO UPLIFT 7 SERVICE DOOR 8 AT GARAGE �PPLIFT SCALE: v/!'. i'-0' SCALE: I/7'•I'-0' V V _ALE: 1/!••I'-0' — (U S MMAR-ERIICALLT LLV GONG POUR CELL B' CMU cum lenlrr vARee (U S MMAIe veRTIOALLT IW CCNC. POUR CELL FORMS POR NMLITKN R-VALIiB �TEXT4® £ Q ' Car 11EM. YY bYi• uAA)41M DIIH ON b-MIL POLY lTNYLlrL J E APOR MTARDER ON A PMIW C Q 1' CfL BOLL -COMPACTED [LEAN PILL m O TeRMITe TRE41r@JT SMALL eE-'� MORC-CAM ut tt > C • • MMAR OI GMAIRB • } r �� 4' f/JrIC. RCM. W/ ♦N.- UMXWAO YIII•I �i- ON b-MIL POLY ETMTLEK VMtM •BL- RCIAIRJIER ON URLL-taTACTID £ SI •g w e0R _VIIIM IT! TREAT•@R DM4LL ' IMCEBB FOR lAD. TRACK m PNRM FLOOR 8 REGEBB FOR ° 4' CPC, MM. UV b'M' UR4%RAO WY•I ON b•MIL FDLY ETNYLEfi g 3--..__VA-1 fU S-CLM - ? QI y Qp C R N` Ott. W. �. V y,�p eayL. `O +�- P m 4' CONC., REM. 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I -STORY $ REMaR �AIUOIC 8 TMMAR YV�' IKTOIC f9, � RE64R • 1•BTOICT OUTBDC RleiR TO MC (U 7 VEIN. D011lL LAMMID Ov eRL MINI � - 1' NC CPN9e i1Ml FGVT W /� j B� ._ My- Y B' _ `— .,•r 1 CDNTBeGUB r YV m' LAP MR coRgw° m s M s • '. APO�Ie `REMTM ONTNYLNM &LL-c ACTED= -PILL Il[C ATITII MLLLL ms n,s MeaTa cNAnm ea HORIZONTAL/VERTICAL MQ MOIe T-17 LAP --� !! � �eAR ON Gl41RB HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH E REINFORCING F BEARING CHANGE ' 1-STORY FOOTING OMITTED DOWELS A REBAR LAP AT FOOTING B RULE, N•.r-a AT LINTEL CORNERS ��C�---�a[�u..^� D W/ BLOCK ALL EXTERIOR FOOTERS AT FINISH SLAB'S TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 ARCH IT ECT5-1 6 Design Grou �eD. 141 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.rom AA #-. 0003325 y O a V W Q F O BTJHDTV. Ima L01� SILVERADO LOT #4 BLK #7 PIiOJIQCT* 04128.000-00471 TTEODama 4EHB "2605—HAYDEN" GARAGI4 81WE TG: RIGHT PAO& MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPH EXP. B ARCH MECT; STATE OF FLOR A PA 10/20/17 9CALM 1/4"=1'-O" D1 F//--SECURE 2x6 MIN. TO BLK W/ (2))2' / ANCHOR BOLT W/ 2' WASHER SET / MI INMPP.txJ HV.H ATRF-H EPDXY 4' EMBED. 0 0 SECURE 2x4 ON FLAT TO BLK IL/ CUT NAILS, SIDES: 2X6 GARAGE DOOR BUCK W/ (3) VX8' J-BOLTS 4' EMBEDMENT MIN, W/ 2'X2'xU• WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK • CENTER OF DOOR HEADER WRV USXN' J-BOLTS 4' EMBEDMENT W/ 2'X2'XV WASHER AND NUT W NOTES. - 0 I I ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT u AKAUL' VVVA i� 1 BUCK ATTACHMENT SCALE, 1/2'•I'-®• 2X4X4' SECURE TO TRU98 W/ 3-12d 6'-8. O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-12d SECURE TO BLK W/ META -lb 7 2'-0" NSION 0 T E VICE DR. SCALE, 1/2'.I'-O' 2X4 SECURED TO GABLE END W/(2A2d•EA. UPRIGHT 2X4 SECURED TO L-1,4 BLACKER E EA RAFTER L-30 EA. RAFTER —N2D EA. RAFTER RAFTER O.C. ,, FRAMED OVERHANG o NOT USED PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING FLAN DOUBLE TOP PLATE CRIPPLE STUDS • 16' O.O. MAX HEADER SIZE PER 5"--CN LSTA-12 • EA JACK SPAN CHART, STUD, BOTH SIDES OF OPENING. 2. STUDS • V D.C. MAX W/ 1\ SHEATHING SHEATHING TO BE `DOOR/ WITHIN j' OF WINDOW/ DOOR WINDOW OPENING AND SECURE PER CPENING� FASTENER SCHEDULE `` KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS(SEE HEADER SPAN �i AILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE I SECURED ONE PLY • A TIME, USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SP4 OR H5 • TOP AND O BOTTOM PLATES • EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL, _ SHEATHING MUST NOT BREAK I'-4' MIN, FROM 2ND TYP. EXTERIOR WINDOW/ DOOR FLIT LINE. cJ OP,N NG WD FRAMED (W/FLOOR TRUSS) SCALE, it'.1'-0' FASTENER SCHEE)ULE ROOF DIAPHRAGM USE 1/16' O$UN. OR Vt' CDX PLY WITH •S RING NHAWC GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND '8 RING SHAWL GW NAILS AT 6' OZ. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF 8-EATHW4 TO GABLE END FRAME USE '8 GUN NAILS • 4. OL, EXTERIOR SHEATHING USE 1/16- OSB. OR Vl' PLY WITH'S RING SHAWL GUN NAIL$ AT 6' O.C. AT PANEL SIDES AND 'S RING BNANK CAN NAILS 4' O.C. 70P ' BOTTOM PANEL AND '8 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SWANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS 817E HEAD LENGTH DIA. TENSILE S TOP CORD BLOCKING AT 4' Scl RR T rLODIFIE 2 3/B' .IB 110.00D O.C. MAX. IN FIRST 2 FRAMING OR T NOTE. NAILS TO BE MFG. BY MEMBER OF INT. STAPLE. NAIL N TOOL ASSOCIATION I. m.i13 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0AI2 OVER SHANK DIAMETER 3. I6 i0 2D RINGS F'FR INCH 4. 0:280 INCH FULL Rou ND HEAD DIAMETER S. 2 INCH NAIL LENGTH ROOF 6j4EAT✓-IING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING SPACES AT EACH END. RAFTER EA TRUSS IW,, � ROOF SHEATHING ■��I 11 ��IIII 11 BUILDING LENGTH rT�STICK BUILT WALL DETAIL SP8 • EA, STUD TOP N BOTTOM F'I�-ENG TRU89E8 WrtRU88 HEADER CONNECTOR UP TO '1.000 UPLIFT DOUBLE TOP PLATE SIMPSON META-24 • EA JACK 2xe STUDS • 16' O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN j' OF WINDOW/ DOOR OPENING AND SECURE PER FASTENER SCHEDULE (2) STUDS, (2) JACKS • EA SIDE OF OPENING JACK STUD ASSEMBLY TO BE SECURED ONE PLT • A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END N NO MORE THAN 12- O.C. STAGGERED WINDOW SILL W/CRIPPLES 16, O.C. j' DIA ANCHOR BOLT AT 16' O.C. MAX WITH 1' EMBEDMENT AND 2' DIA WASHER 91MPSON MSTAM-24 • EA. JACK, SECURED LLU SPECIFIED ANCHORS 2XS P.T. BOTTOM PLATE r WINDOW OPENING ® 2-STORY WALL TYP. EXT. SHEATHING ATTACHMENT FOR WALL SHEATHING (OSB TO BE STRUCTURAL GRADE) NOTE: TYP. ExT. SHEATHING ATTACHMENT FOR SWEAR N UPLIFT (O.SB. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT • OPENINGS m 3i3m S� TRUSS 1/16' C 2X4 — BTM. PLATE 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. 1/Lill OBB. 1/2' AS, W/ MIN. I' EMBEDMENT LOCATE 6'-8' FROM ENDS AND 32O.C. MAX. TEXTURED FINISH META-16 MAX. S' CMU WALL KNEE WALL DETAIL 2 SCALE: V1'. iTO BOCK SECURE 2x TO BLOCK W/ (2) J' TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED, I I-) WITHIN S' OF EACH p, END AND IS' D.C. MAX �nLL SPACING 1}' 0.5.5. $HEATWRG OR--' j' CDX PLYUJ000 2.4 BLOCKS CM WALL %a1 ARCH WINDOW FRAME A SECTION SCALE: I/2'.1'-0' C'S RING SHANK • 6' O.C. IN FIELDGUN NAILS ATTACHMENT FOR ROOF SHEATHING (O.SB. TO BE STRUCTURAL GRADE) 'B 2' DECK SCREWS • 6'-8' D.C. MAX • EDGES N 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICIQJE88 OF SNUB -FLOOR SHEATHING TYP. 3/4' TKe 8UB-FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENS. TRUSS DBL. 2X TOP PLATE 1/Ys' O.SB. 2X BLOCKING - TOP OF 1/I6' OBB, 2X STUDS 16' O.C. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2X4 • TOP 4 BOTTOM CONT. W/ (5) 12d NAILS BLK WALL 1 J Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF ELK - UP 1/4' GAP FROM BLK TO ObB. O HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT PERIMETER OF OSB. TO PROVIDE CANT. NAIL PATTERN 0 REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING • TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF WV FRO') SHEET BELOW O5 INSTALL ALL SHEETS UFACE GRAIN PARALLEL TO STUDS EXT. WALL SHEATHING 9 SCALE, A R C N I T F C T 6 6 Design Grou .n! 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 F W h V W Z Fo r C U y W O F O 0 tl 8"mo"v' 8a LOT. SILVERADO LOT #4 BLK #7 Pltoa =TEE 04128.000-00471 ALODZ ILA 4EHB "2605-HAYDEN" GAIeAGIC WINIMO: RIGHT PAGE MISC. DETAILS 150 MPH EXP. B ARCHLY ECT. STATE OF FLCRIDA CT t 017 I� ROLAj�D A CRA AR NO 93723 DrRINT A10/20/17 SCALE 1/4"=1'-O" sl;affir D2 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RSO52.1 ON a' O.S.B. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS '.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x(o SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN % THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY WOOD CONSjTRU�CTII w zQ FIn iEE ENERGY CODE FORMS :OR INSULATION R-VALUES ' GYPSUM BOARD OR J' HIG ,TRENGTH CLG. BOARD :ONC. FILLED LINTEL ELK W/ 1) 05 REBAR CONTINUOUS 'RECAST LINTEL 'EE ENERGY CODE FORMS OR INSULATION R-VALUES IINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (I) «5 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 0 16' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1—STORY 1 BLOCK WALL SCALE: 3/4'=1'-0' 1/16' OS,B. OR }' CDX TYVEK BUILDING WRAP FORTIP15ER BLDG PAF GALV'D MTL. LATH 1/5' TEXTURED FINISH 0 WOOD ls' TO %' MID WALL WEEP SCREED Z Q F J -8' CMU -5/8' TEXTURED FINISH ® MASONRY WEEP SCREED DETAIL C WOOD TO 2 Lvl In ' V114IN SCALE: 1 1/2' = P -0' �Q�NOT USED e' CMU YZ' DRYWALL IBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR "05.2.1 ON J' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK (SEE SEALED TRUSS ENG. FOR SIZE 4 CONDITION.) O.S.B. SHEATHING OR J' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED (SEE DETAIL 2) SECURE GABLE TO 2x6 P.T. PLATE W/ 126's 8' O.C. MAX 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BR2 IS PRESENT I PRE-ENG GABLE TRUSS 2x4 NAILER CONT. 2x4 RAT RUN SECURE I' m" W/ (2) 12d's 0 EACH TRUSS TYP. TO BE INSTALLED 0 MID. o.H. POINT OF TRUSS SPAN, OR 10'-0' O.C. MAX. SECURE 2x6 PT. PLATE TO BLK W/ J'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. o 32' OC MAX. ft % THICK, 3 COAT I PORTLAND CEMENT PLASTER APPLIED w DIRECTLY TO MASONRY ` �a 1—STORY GABLE � — BLOCK WALL 111 SCALE: 3/4'-V-0' o I'X4' OR I'A2' P.T. NAILER Ix4 P.T. OR WX4' MIN. SECUI-S ❑ 71-M FRAME 4 EXTEND I -A' INTO BLOCK V 106-TAPCONS OR DRIVE PM (MIN. SHANK SIZE J. MIN. FEAR 816E 9 ❑ MIN EMBEDMENT 1-Y' WITHM B' OF EACH END 4 is,O _MINX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3/4 OR +5/4 tl SCALE: I'.I'_0• 2X4: cm SECURE TO BLOCK W/ 3b' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .10 MIN. HEAD SIZE MO MIN. I EMBEDMENT '49 WRHM e' OF EACH END 1 0' OL. MAX SPACING. 2X6: CEO SECURE TO BLOCK W12-%' TAPCONS OR DRIVE PM (MIN. SHANK SIZE .HIS ❑ MK HEAD SIZE 300 MIN EMBEDMENT I Y') WITHIN B' O° EACH END 4 0' OC. MAX SPACING. 8' CMAJ 2X8. EMM K' DRYWALL SECURE TO BLOCK W/2-ib ' TAPCONS OR DRIVE PM 1'X4. OR 170' P.T. NAILER (MIN. SWANK SIZE .Wb DOOR CASING MIN. HEAD SIZE 3" DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y') 4TtACH TO 2X PER WITHM en OF EACH END 4 MAMIFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-1/2" �n1 WINDOW TO BLOCK +1-1/2" SCALE, I'.I'-0' SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 1' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD GONG. FILLED LINTEL BLK I (1) 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) "5 REBAR VERTICALLY W/ CONC, POURED CELL Ix2 P.T. FURRING STRIPS ® 16' O.C. S' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RS052.1 ON I,' O.S.B. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK (SEE SEALED TRUSS ENG. FOR SIZE 4 CONDITION.) — tg O.S.B. SHEATHING OR CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALv'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED. (SEE DETAIL 2) SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 8' O.C. MAX SECURE 2x6 PT. PLATE TO BLK W/ #'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY -1' EMBED. MIN, is 32' OC MAX. %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT, 2x4 RAT RUN SECURED W/ (2) 12d's o EACH TRUSS o, TO BE INSTALLED im MID. POINT OF TYP. TRUSS SPAN, OR 10'-0' O.C. MAX. °H SEE ENERGY CODE FORMS FOR INSULATION R-VALUES j' GYPSUM BOARD OR i' HIGH STRENGTH CLG. BOARD 2x4 NAILER 2x4 9 24' O.C. 6 INTERIOR KNEE WALL CONIC. FILLED LINTEL BLK W/ (1) 115 REBAR CONTINUOUS DIRECTLY TO MASONRY z �o 1—STORY GABLE W/ VAULT CLG. UBLOCK WALL SCALE: 3/4'.1'-0' PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) "5 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 's 16' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE NOTE: PER FBCR S05.2.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LATER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 466S TYPE Iv, OR ASTM D 6151 2X4: ® 2X4. ® 2X4: cm SECURE TO BLOCK W/ ib' SECURE TO BLOCK W/ 9b' SECURE TO BLOCK WN' TAPCONB OR DRIVE PM TAPCONS OR DRIVE PM TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MRL 814AW SIZE .145 (MIN. SHANK SIZE .145 MIR HEAD SIZE 300 MIN. HEAD SIZE 300 MN. MEAD SIZE 900 MIN. EMBEDMENT'Y.., MN. EMBEDMENT IV) MM. EMBEDMENT WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 LL47WIN a, OF EACH END 1 0' OL, MAX ePACNG. 0' O.C. MAX SPACING, 0' 04. MAX SPACING. 2X6, ® 2XC: ® 2X6: ® SECURE TO BLOCK W/2-3b' OR DRIVE PIN NOTE: STRUCTURAL 2X MUSTRED ON 1 SECURED SECURE TO BLOCK pl2 %' OR DRIVE PIN TAPGONSSWANK ❑ NOTE: AL 2X MUST SECURE TO BLOCK WPIN TAPCONS OR DRIVE PIN ❑ (MIN SH 1 THIN. SHANK SIZE .149 TH 14 WON STRUCTURAL THROUGH NON-BTPoJGNRAL (MIN. SHANK SIZE .i45 OUTSIDE BE ON WT81DE 4 SECURED (MIN. SHANK SIZE .149 MIN. HEAD SIZE 300 %' TAPCON MIN. 1414' MIK HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 MIN, EMBEDMENT I Yx') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT IV 'lb' TAPCON MN. 14'.' MIN. EMBEDMENT 1 Y'1 WITHIN 8' OF EACH END 4 B, cm WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK WITHIN 8' OP EACH END 4 0. O.C. MAX SPACWC h' DRYWALL IS' O.C, MAX SPACFJG. e, CMU 6' O.C. MAX SPACING. 2X8, ® 1'X4. OR I'M' P.T. NAILER 2xe, C� 1S' DRYWALL 2X8, C� SECURE TO BLOCK W/2-%' TAFCONB OR DRIVE PIN k' OJ3D. X 4' MIN. SECURE TO BLOCK W/2-%. TAPCONS OR DRIVE PM 1'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK Wn-I/4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 DOOR CAOW. (MIN. SHIAW SIZE J45 DOOR CASING (MIN. SHANK SIZE .145 M01 HEAD SIZE 00 DOOR JAMB OR WINDOW MIN. HEAD 812E 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 gNT I ATTACH TO 2X PER MIR EEAC VEND ATTACH TO 2X PER MIR Y4END WITHIN8'OFF EAACHY ND 4 0' O.C. MAX SPACING. MANUFACTURES DETAILS. WITHM 8' OF 4 0' O.G. MAX SPACNG. MANUFACTURES DETAILS. WITHIII�D 81' OFAC 4 0' D.C. MAX SPACWf NOTE: SHIM AS NEEDED TO PLU15 JAMB (DO NOT EXCEED V. DOOR JAMB TO BLOCK +1-15 16' rr1 WINDOW TO BLOCK +1-15/ 6" SCALE: 2X4: CM SECURE TO BLOCK W/ sib' TAPCONS OR DRIVE PM (MIN. SHANK SIZE .145 MIN, HEAD SIZE AM MIN. EMBEDMENT I Y') WITHIN e' OF EACH END 4 0. O.C. MAX SPACIWC 2X6: CEO SECURE TO DLOOK W/2-9b' NOTE: STRUCTURAL ix MUST TAPCONS OR DRIVE PM BE ON OUTSIDE 4 SECLRED (MIN. 6WANG SIZE .145 THROUGH NON-STRUCTURAL MINI.HD SIZE --m V TAPCON MIN. I-y' MIN. EMBEDMENT I Y') EMBEDMENT INTO BLOCK WITHINB' O= EACH END 4 B. m 0' CO. MAX SPACING. If' DRYWALL 2X8: ® SECURE TO BLOCK UW-ib' I'X4' OR 1'X2' P.T. NAILER TAPCONS OR DRIVE PIN 1' P.T. X 4' MIN. (MIN. SHANK SIZE .149 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN, EMBEDMENT 1)' ATTACH TO 2X PER WITHIN In?! EACH END 1 MIAMPACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y.') DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4" D SCALE, I'•I'-0' NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" E, SCALE: 1•.I'-®, 2X4: SECURE TO BLOCK W/ib' TAPCONS OR DRIVE PN (MIN. SHANK BI6E .149 MIN. HEAD SIZE 300 EMBEDMENT I YE WITN W17HIN V OF EACH END 4 0' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 2X6: ® 6'TAFN MM. I-B SECURE TO BLOCK WP-jb' EMBEDMENT EDME EMBEDMENT Mt0 BLOCK OR DRIVE PM (MINTAPSWANK (MIN. SHANK SIZE. ❑ B• GMUJ MM. HEAD SIZE 300 0 IV DRYWALL MIN. EMBEDMENT IV) WITHIN 8' OF EACH 4 E I'X4' OR I,.. P.T. NAILER 0' OL. MAX SPAOMND 2N1D 2X SECURE TO 2XS: ® STRUCTURAL MEMBER WV(2)12d SECURE i0 DLOCK WR-ib' WITHIN a, OF EACH END 4 6' TAPCONS OR DRIVE PM TO B' Or- MAX (MIN. SHANK SIZE .Mb DOOR CASNG MIN. HEAD SIZE SOO DOOR JAMB OR WINDOW MM, EMBEDMENT I V) ATTACH TO 2X PER WITHIN 8' OF EACH END 1 IS. O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3" iz1 WINDOW TO BLOCK +3" 1SCALE: I'.I'_0• NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROWN NON-STRUCTURAL TAPCON MIN. I-), EMBEDMENT N70 BLOCK S' CMU 1Q DRYWALL I'X4' OR I'XV P.T, NAILER 36' C.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB /DO NOT EXCEED A') DOOR JAMB TO BLOCK +3-7/16" G WINDOW TO BLOCK +3-7/16" SCALE: I'.I'-0' 2X4: SECURE TO BLOCK WN; TAPCONS OR DRIVE PIN (MIN. 544AW SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4') WITHIN B• OF EACH END 4 0' O.C. MAX SPACING. 2X6: CTM SECURE TO BLOCK WA-1/4' TAPOONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MN, SWANK SIZE .145 BE ON OUTSIDE 4 SECURED MIN HEAD 816E 300 THROU5H4 NON-STRUCTURAL MR EMBEDMENT I Y:) %' TAPCON MIN. 1-Y' WITHN B' OP EACH END 4 EMBEDMENT INTOLOCK 16' OZ. MAX SPACING, 0' CMU 2X8: CEOY4' DRYWALL SECURE TO BLOCK WA-V4' TAPCONS OR DRIVE PIN I'X4' OR I'X2' P.T. NAILER (MIN. SHANK SIZE .149 P P.T. X 4' MIN. MIR HEAD SIZE 300 DOOR CUBING MIN. EMBEDMENT I Y 1 WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW0. CO. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AB NEEDED TO PLUMB JAMB (DO NOT EXCEED YW) DOOR JAMB TO BLOCK +3 3/4" %u1 WINDOW TO BLOCK +3 3/4" SCALE, I'.I'•0' A R C N I T E C T 6-1 5 Design Grou .n! 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003328 I m a y 0 c 8UDDlV. 4Rt LflTt SILVERADO LOT #4 BLK #7 PROJmCT# 04128.000-00471 uoDmIlf 4EHB "2605—HAYDEN" GA %AGZ B'WDWCF: RIGHT PAOffi: MONOLITHIC 1—STORY WALL SECTIONS & NOTES IL 150 MPH E) B ARCHITECT: STATE OF FLORIDA 9 r 0/17 =1'-0" FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 830 FELT PAPER OVER 030 FELT PAPER 2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES INSTALLED PER FBCR INSTALLED PER FBCR TRUSSES WHERE 'X' BRACING OVER 030 FELT PAPER R9052.1 ON a' O.S.B. R9052,1 ON a" O.S.B. IS PRESENT INSTALLED PER FBCR SHEATHING OR J' CDX SHEATHING OR J' CDX R905.2.1 ON a' O.S.B. PLYWOOD SECURED PER PLYWOOD SECURED PER SHEATHING OR J' CDX FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG GABLE TRUSS PLYWOOD SECURED PER PRE-ENG TRUSS SEE ENERGY GORE FORMS P.T. IX2 W/ MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED FASTENER SCHEDULE SEE ENERGY CODE FORMS P.T. IX2 W/ MTL. DRIP EDGE E FOR INSULATION R-VALUES 2x4 OR 2x6 SUB -SAND PER W/ (2) 12d's ® EACH TRUSS PRE-ENG TRUSS FOR INSULATION R-VALUES 2x4 OR 2x6 SUB-BANDg' GYPSUM BOARD OR }' ELEVATIONS P.T. IX2 W/ MTL. RIP EDGE" D GYPSUM BOARD OR }' PER ELEVATIONS HIGH STRENGTH CLG. VENTED ALUM. SOFFIT 2x4 OR 2x6 SUB -BAND HIGH STRENGTH CLG. VENTED ALUM. SOFFIT BOARD PER ELEVATIONS BOARD DOUBLE TOP PLATE TWIST STRAP VERIFY W/ STIFFBACK (SEE SEALED VENTED ALUM. SOFFIT SIMPSON WINDOW HEADER SIZE TRUSS PLAN TRUSS ENG. FOR SIZE a SEE ENERGY CODE FORMS 1,0000 UPLIFT 6P2 g EA. VARIES PER WINDOW CONDITION) FOR INSULATION R-VALUES CONNECTOR 2X8 STUD OPENING SEE HEADER WINDOW ATTACHMENT AS SPAN CHART FOR PER MANUFACTURES SECURE 2x4 PLATE TO WALL W/ R' GYPSUM BOARD OR 1' 2x8 SYP •Z DETAILS SPECIFICATIONS 3'x6' THRU-BOLTS 32' O.G. NIGH STRENGTH DBL TOP O.S.B. SHEATHING OR }' WINDOW SILL MAX THEN SECURE GABLE TO CLG. BOARD PLAT DRY WALL CDX PLYWOOD. ATTACHED PER FASTENER 2x4 PLATE W/ 126's 8' O.C. MAX OR DOUBLE TOP PLATE WALL SHEATHING' DIA ANCHOR BOLT SCHEDULE ON SHEET D5. 2x STUDS ®16' O.G. MAX W/ INSUL., SEE ENERGY CODE SECURE GABLE TO DBL TOP WINDOW ATTACHMENT AS 2x8 SYP •2 AT 16' O.C. MAX WITH 1' EMBEDMENT AND 2' 1/8' THICK, 3 COAT FORMS FOR INSULATION PLATE W/ SIMPSON HTC4 A 24' PER MANUFACTURES WOOD STUDS DIA. WASHER PORTLAND CEMENT R-VALUES O.C. MAX SPECIFICATIONS AT 12' O.G. MAX PLASTER OVER WINDOW HEADER SIZE VARIES WINDOW SILL SSIEPPSOON 5PI EXPANDED GALV'D T 4 G SUBFLOOR GLUED PER WINDOW OPENING SEE A. 2X6 STUD METAL LATH ON AND SCREWED AS PER HEADER SPAN CHART FOR 2x STUDS a 16' O.C. MAX W/ FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER FASTENER SCHEDULE DETAILS INSUL., SEE ENERGY CODE FORMS FOR INSULATION 2x8 P.T. SYP 02 TYVEK BUILDING WRAP O.S.B. SHEATHING OR #' CDX R-VALUES O SOLE PLATE (1) COURSE TIE -BEAM (REFER TO STUCCO PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET T 4 G SUBFLOOR GLUED POURED SOLID WITH CONCRETE. (I) 05 SPECS FOR COMPLETE D5 AND SCREWED AS PER w IL REBAR HORIZONTALLY INFORMATION) 1/8' THICK, 3 COAT PORTLAND FASTENER SCHEDULE O NOTE: SHEATHING MUST CEMENT PLASTER OVER (L PRECAST LINTEL NOT BREAK I'-4' MIN. PRE-ENG FLOOR TRUSS EXPANDED FORTIF ERMETAL JUM50TEX � w FROM 2ND FLR LINE (INSTALL PER MFG. SPECS.) GRADE 'D' PAPER OVER TYVEK Q WINDOW ATTACHMENT AS PER MANUFACTURES 2x4 CONT, g TOP AND BT. 'GYPSUM BOARD OR J' BUILDING WRAP (REFER TO z w OF FLR TRUSS (TOP 2x4 HIGH STRENGTH CLG. STUCCO SPECS FOR COMPLETE w SPECIFICATIONS SUPPORTS BT PLATE OF BOARD INFORMATION) PRE-ENG FLOOR TRUSS w 2PRECAST 2ND FLR, BTM. 2x4 IS FOR CONC. FILLED LINTEL BLK W/ NOTE: SHEATHING MUST NOT (INSTALL PER MFG. SPECS.) Z 10 REBAR ® 1&- SILL WALL SHEATHING NAILER) FASTEN EACH 2x4 RIBBON ll) •5 REBAR CONTINUOUS BREAK I'-4' MIN. FROM 2ND FLR LINE GYPSUM BOARD OR ~ lu O.C. MAX, IN Z a W/ (5) 12d NAILS m EACH TRUSS. BTM. RIBBON TO BE SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 2x4 CONT. s TOP AND BT. OF HIGH STRENGTH CLG. BOARD w CONCRETE 11 POURED CELL, Ix2 P.T. FURRING STRIPS P.T. PRECAST LINTEL FLR TRUSS (TOP 2x4 SUPPORTS p _ VERIFY PER s I6O.C. BT PLATE OF 2ND FLR, BTM. 2x4 CONC. FILLED LINTEL BLK W/ u- t PLAN. WEEP SCREED WINDOW ATTACHMENT AS IS FOR WALL SHEATHING NAILER) FASTEN (I) •5 REBAR CONTINUOUS p 8' CMU (SEE DETAIL 2/D3) PER MANUFACTURES EACH 2X4 Jpp p SEE ENERGY 1/2' GYP. WL. BD. EMBED. STRAP VERIFY SPECIFICATIONS RIBBON W/ (5) 12d NAILS ® EACH TRUSS. BTM. RIBBON TO PRECAST LINTEL �j U CODE FORMS (U N 4 CONTINUOUS REBAR W/ TRUSS PLAN PRECAST SILL BE P.T. WINDOW ATTACHMENT AS J w FOR _ WOOD BASE 5/e' THICK, 3 COAT (1) 05 REBAR VERTICALLY W/ CON(. POURED CELL WEEP SCREED PER MANUFACTURER SPECIFICATIONS Q INSULATION 1 R-vALU£S z •4 REBAR 48" LONG PORTLAND CEMENTOAT PLASTER APPLIED ( Ix2 P.T. FURRING STRIPS (SEE DETAIL 2/D3) PRECAST SILL w d I- a Q W/6" HOOK ID 24' O.C., DIRECTLY TO MASONRY $ IFh' O.C. EMBED. STRAP VERIFY (1)'5 REBAR VERTICALLY � Q z O MIN. 24' IN SLAB 2—STORY a GMU W/ TRUSS PLAN W/ CON(. POURED CELL 0 �7 2'-O" (MIN. FIRST FLOOR2 _ I/2' GYP. WL. BD. %' THICK, 3 COAT : Ix2 P.T. FURRING STRIPS °� O N SLAB)_ WOOD BASE PORTLAND CEMENT g I6' O.C. _ BLOCK SECOND PLASTER APPLIED ( Z' DIRECTLY TO MASONRY J 8' CMU �- a FLOOR FRAME ° 1/z• GYP. WL. BD. WALL ( ° 1 SCALE: 3/4'=I'-0' e < 2—STORY GABLE WOOD BASE � 4' CON(., REINF. W/ 6'x6' SECTION — _' �� WIAXWIA0 WWM ON (o-MIL POLY a L� FIRST FLOOR . WOOD • ETHYLENE VAPOR RETARDER ON BLOCK SECOND i 9 WELL -COMPACTED CLEAN FILL FRAME TO ; 6. 6 ��, r TERMITE TREATMENT SHALL BE 1A FLOOR FRAME 1B LOCK WALL ° 2'-0' BORA-CARE O (3) S REBAR ON CHAIRS SCALE: 3/4'=1'-O' a 2x STUDS I&' O.C. MAX W/ ib O.S.B. SHEATHING OR J" CDX 2x STUDS m I6' O.G. MAX W/ NOTE: INBUL., SEE ENERGY CODE PLYWOOD. ATTACHED PER INSUL., SEE ENERGY CODE PER F5CR'3052.1 - FOR ROOF SLOPES 2:12 TO FORMS FOR INSULATION FASTENER SCHEDULE ON SHEET D5 FORMS FOR INSULATION LESS THAN 4:12, A (2) LAYER UNDERLAYMENT R-VALUES 1/8' THICK, 3 COAT PORTLAND R-VALUES SYSTEM IS REQUIRED. FOR ROOF SLOPES OF EXTERIOR WALL STUDS (WALL SNEATNING NOT PLACE STRAPS SPACED AND FASTENED AS J' T t G SUBFLOOR GLUED CEMENT PLASTER OVER J' T d G SUBFLOOR GLUED 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS SNOLLNFORCLARITY) AND SCREWED AS PER EXPANDED METAL LATH AND SCREWED AS PER PERMITTED BUT MUST BE PER ASTM D226 TYPE FASTEN 9=6 To BLOCK WALL ADDITIONAL STRAP AT ADDITIONAL STRAP EACH WINDOW KNG BTUD FASTENER SCHEDULE ON FORTIFIBER JUMB07EX ER JUM FASTENER SCHEDULE II, ASTM D 4869 TYPE Iv, OR ASTM D 6151 WIN USP MSTA48 STRAP WITH FASTENERS AS SNOW. "TALL GRADE 'D' PAPER OVER TYVEK STRAP • EA END -- k MIN (NO) 041 CCtf ON NAILS 3/4' T 4 G SUBFLOOR GLUED BUILDING WRAP (REFER TO FOLLOWS, SPACE STRAPS 'FOLLOWS: _rIoSTUCCO MTO STUD (O.we CIA x N' LONG) SPECS FOR COMPLETE AND SCREWED AS PER � V, yz• o� INFORMATION) FASTENER SCHEDULE ON -wpmMN4V�4s�OoC. 2x4 CONT. o TOP AND BT. OF SHEET D2 TOP OF STUD WALL FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 FILL ALL REMAINRYa STRAP PRE-ENG FLOOR TRUSS IS FOR WALL SHEATHING NAILER) PRE-ENG FLOOR TRUSS FASTEN EACH 2X4 RIBBON W/ '` NOLESW Od NAILS Pro WuoD BACKING FASTEN EACH 2X4 RIBBON W/ (5) (5) 12d NAILS � EACH TRUSS. Do NOT PLACE SCREW IN SIMPSON HETA-ICE EMBED.' 12d NAILS o EACH TRUSS. BTM. GYPSUM BOARD OR BTM. RIBBON TO BE P.T. Tor OF �_ TOP HOLE NEAREST TO TOP STRAP g 32' O.G. MAX VERIFY RIBBON TO BE P.T. HIGH STRENGTH CLG. MASONRY WALL of a u BLOCK WALL W/ TRUSS PLAN WEEP SCREED Bpq� PRE-ENG FLOOR TRUSS a CONNECT BOTTOM OF J' GYPSUM BOARD OR I' (S££ DETAIL 2/D3) EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK W/ 05 (INSTALL PER MFG. SPECS.) _ _ CM BLOCK WALL _ STRAP roc I BLOCK uALL S) n) TO VIA. x OCK LOW. TAPCON MASONRY SCREWS HIGH STRENGTH CLG. BOARD W/ TRUSS PLAN (1) REBAR CONTINUOUS CONC. FILLED LINTEL BLK W/ 5/e' THICK, 3 COAT PORTLAND (1) •5 REBAR CONTINUOUS CEMENT PLASTER DIRECTLY TOM SONRYI£D RIBBON EXTERIOR STUD WALL CONNECTION FLOOR CONNECTION AT PARALLEL FASTENING DETAIL TO FIRST FLOOR MASONRY WALL 2 PERPENDICULAR PRE—ENG FLOOR TRUSS 2A SCALE: 3/4'=I'-0' 3 aCUE'Nra SCALE: 3/4' = I'-0' A R C N I T E C T 8 1 Design Gro*..c. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774.8078 FAX: 407.7744078 www.abde•igngroup.com AA N: 0003325 w y m a m 0 0 W 0 3 F-summ so Lox: SILVERADO LOT #4 BLK #7 0n8 00 41 -00471 MODEM& 4EHB "2605-HAYDEN" GAl%AGZ OWING: RIGHT PAO&. MONOLITHIC 2—STORY WALL SECTIONS & NOTES 150 MPH EXP. B DA10/20/17 BCAXM 17C=1'-0" 8*12= D4 PRECAST HEADERMIW 2 X 4 (MIN 2 X 3) 1.3/16 TAPCON OR DRIVE PM (MIN SHANK SIZE.HS MIN HEAD SIZE 300 _ °- MIN EMBEDMENT 1 114') 8' FROM EACH END AND 1' 3�} OL. MAX MIN 1-114' EMIBEDI-IENi. y 2 X S (MIN 2 X 3) 2.3/16 TAPCON $? OR ORWE PM (MIN SHANK SIZE1N8 w_ MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND B' OL. MAX MM I-I/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PM (MIN SHAW SIZE.145 MIN HEAD SIZE 300 2X4 SOLID BLOCKING MIN EMBEDMENT 1 V49 SECURE TO SHEATHING W/ S.FRO) EACH END AND 1S' MIN. 2-12d PER BLK EA END OL. MAX. MIN 1-V4' EMBEDMENT I W' 005 SHEATHING CMU WALL ARCHWAY DETAIL 1 16" AND UNDER SCALE: iR'.I'-0' DBL. TOP PLATE 2X4 16' OL. MAX. SECURE 2X4 TO WOOD un-12d a 6•-0, CZ. STAGGERED PIN MIN SHANK SIZE 345 MIN HEAD SIZE 300 MIN. EMIR' EA. ENT ENDIA* NOT TO ARCHWAY EXCEED B'OL. Je MAX 2X4 SOLID BT. PLATE BLOCKING SECURE V2' PI.TUAOD. TO SHEATHING WITH OR 146, 0.6a MU 2-12d PER BLK EA. END r3`�EXTERIOR ARCHWAY SCALE: I)2'.P_0• 0 1,f6 OSB. OR I12' PLYWOOD OHEATWW3 O '30 BLDG. FELT O3 24' WIDE 26 GA GALVANIZED METAL PLA$HING MUST ADD DIS10, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. (S) FIBERGLASS SHINGLES DBL. TOP PLATE 2X4 *'Or- MAX SECURE 2X4 UV 2-%' TAFCONS OR DRIVE PM MIN SHANK SIZE AS MIN. HEAD SIZE _0W MIN EMBEDMENT I),., W/IN a' EA END NOT TO EXCEED B' OL. MAX 2X4 SO.IC BLOCKING SECURE TO 844EATHING WITH MIN 2-12d PER MILK EA END EXTERIOR ARCHWAY PRECAST HEADERMIN) 2 X 4 (MIN 2 X 3) I-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE MM HEAD SIZE 300 MIN EI"BEDFENT i V4') 8' FROM EACH END AND B' O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 6 MN 2 X 3) 2-3/16 TAPCON OR DRIVE PM (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT I I/4') 8' FROM EACH END AND 18' O.C. MIN I-V4' EMBEDMENT MAX. 2 X 8 (MIN 2 X 3) 2.3/16 TAPCON OR DRIVE PM MIN SHANK 5IZE.149 MIN HEAD SIZE 300 1/16' OSB SHEATHING MIN EMBEDMENT 11/4') 2X4 16' OL. MAX 8' PROM EACH END AND B' (WEN OVER 16' M HEIGHT.) OL, MAX. MIN 1.114' EMBEDMENT 2X4 SOLID BLOCKING — SECURE TO SINEATHING W/ MIN 2-I2d PER BILK EA END ARCIjWAY DETAIL 4 16 AND UP SCALE: I/2' • I'-0' rF-'\CLOSED VALLEY FLASHING DETAIL TRUSS SIMPSON - 1/L' CLG. BOARD N TEXT. SP4 a 32' S1MP90N SP4 2X4 DBL TOP PLATE O.C. • 32' O.C. I/2' DRYWALL 2X4 WOOD STUD$ e16' Or, UN.O. ON TRUSS PLAN 2X4 CONT, STRE88 BLOCKING MID -WALL X4 PT. PLATE SIMFBON SP4 e 32' O.C. MAX 1/2'X9' AB. 32' OZ. )'EMBEDMENT CCNC. SLAB 2 54 CONT. 1-STORY 7 INT. BEARING WALL SCALE: 0' NOTE, FOR WALLS WINO UPLIFT OR 1IA9 FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. DOUBLE TOP PLATE 2x4 CONTINOUS STIRE86 BLOCKING MID WALL 2x4 STUDS • 16' OZ. MAX, U ON. I' T N G SUBPLOOR GLUED AND SCREWED AS PER FASTENER SCIEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 a 32' OL. MAX PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE 2x4 CONTINO IS STRESS BLOCKING MID WALL 2x4 STUDS a I(n' OZ. MAX, UOM 1/2' GYP. WL. BD. SECURE BT. PLATE TO SLAB W/ }'x5' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. SIMPSON SP4 a 32' OL. MAX 8 INT. 2-STORY L.B.W. SCALE: PRE-ENG TRUSSES OR CONY. FRAMED RAFTERS 2.4 BLOCKING UNDER WALL STUDS SCURE BETWEEN TRUSS BAYS W/ (3) 12d'6 EACH END 2. DOUBLE TOP PLATE STUDS a 16, OL. MT8-12 a EVER STUD 2X4 BT. PLATE DORMER 9 ATTACHMENT SCALE. IQ'.I'-0• DBL. TOP PLATE SECURE 2 X RIP TO FIT W/142,16 6'-8' OG. MAX. 1/8' TEXTURED FINISH 1/IS' 0% SHEATHNCa 2 X 4 16' OL. MAX (WHEN OVER 16- IN HIE-GHT.) 2 X 4 (WEN OVER IS' IN WIEGHT.) V4' TEM'IPERED MA5ONITE GLUE (NAIL W/Bd'9 S'•12' O.C. IF NEEDED. 2 X SOLID BLK'G a ARCH SECURE W/2-126 EACH END \ANFCR'5 SPECS. LUA4107E: NO GAP a WDW FRAME TO EXCEED 1/4' ARCHWAY DETAIL A CUTAWAY SCALE: I/2'.I'_0• 2 X 4 (MIN 2 X 3) 1-3/16 TAPOON OR DRIVE PIN MIN SHANK. SIZE.14S MIN HEAD SIZE 300 MM EMBEDMENT I V4') S' PROM EACH END AND 18' EXISTING MILK ABV. OZ. MAX MIN I-1/4' EMBEDMENT 1/4'TEXTURED FINISH 2 X S (MIN 2 X 3) 2-3/16 TAPCON 1/8' TEXTURED FINISH OR DRIVE PIN (MIN SHAM, SIZE.145 MIN HEAD SIZE 300 1/16' 085 SHEATHING MIN [MBEDMEM I I/4') 2 X 4 16' OL. MAX. S.PROM EACH END AND 18' (WHEN OVER IN HEIGHIT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X d (WEN OVER W' 2 X 8 (MIN 2 X W 2-3/16 TAPCON IS, M HEIGHT.) OR DRIVE PM (MIN SHANK SIZE.HWS MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 2 X SOLID SLK* a ARCH SECURE W/2-I2d EACH END S.FROM EACH END AND 10' ATTACHMENT PER OZ. MAX MIN 1-1/4' EMBEDMENT MANUFACTURERS SPECS. MTL UDW FRAME 114' TEMPERED MASONITE 'NOTE: NO GAP a UAW FRAME GLUE N NAIL W/8d'S 8'-12' OL. TO EXCEED 1/4' P NEEDED. ARCHWAY DETAIL B CUTAWAY SCALE:--I'-0' ROOF TRUSS UPLIFT CONNECTOR NOT SHOLN FOR CLARITY (SEE SHOP Duns.) EXTERIOR WALL SHEATHING (SEE NOTES) FASTEN EACH STUD TO DBL. TOP PLATE W/ USP 6PT24 NAIL PER MANUF. SPECS. SECTION AT TOP OF EXTERIOR WALL 6 SCALE: NTS ASPHALT 9NINGLE9 OVER 30 FELT ON 1/16' O.SB. PRE-ENG GABLE TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 2x4 SFP BLOCKING BETWEEN TWJSSES WHERE 'X' BRACING 16 PRESENT 2x4 RAN RRUNSECU BECU�D WV / (2)12d'6 a EACH TRUSS (2) 2x4 12 S.YP. DIAGONAL BRACE W/ (3) 0d'6 a EACH TRUSS (DIAGONAL X-BRACING TO COVER 5-TFU88ES I' GYPSUM BOARD OR }' HIGH STRENGTH CLG, NOTE: BOARD DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE, DIAGONAL BRACE TO BE a ANY SPAN 15'-0' OR GRATER ROPER TO TMJ86 ENS. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-0' (U X-BRACE 30'-1' TO 60-0' (3) X-BRACE (U X-BRACE a CENTER AND (2) BRACE DIVIDED ECIUALY FROM CENTER TO END GABLE X-BRACING 1 v SCALE: i/L'. I'-0' 2. RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (9) I2d NAIL$ OR MIN. (4) IOd GUN NAILS Ixb COLLAR TIE AT EVERY OTHER RAFTER W/ MIN (3) I2d NAIL$ OR MIN (4) 10d GUN NAILS 2x RAFTERS NO NAILER SECURE TO TRUSSES BELOW UU (2) I2d NAILS OR (3) 10d GUN NAILS a EA TRUSS RAFTER TO TRUSS M TS-12 CREATE VOID FOR STRAP ROOF DECKING OVER PRE-ENG TRUSSES PRE-ENG. TRUSS 1 CONV. FRAMED ROOF SCALE! V2'•1'-0' 0'-0' TO 30'-0' (1) 'X' BRACE 30'-I' TO 60'-0' (3)'X' BRACE (I 'X' BRACE a CENTER) (2 'XBRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER -� - 30 FELT ON 1/16' 098. (2) 2X4 4 $YP DIAGONAIL BRACE W/ 9-12d a EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING WERE 'X' BRACING IS PRESENT (2) 10d NAILS EA END TO TRUSS SFF STIFPBACK (SEE SEALD ENG. PACK FOR SIZE N CONNECTION) corrTati l/I6' 09B SHEATHING TRUSS 24' o.c. USE Sol NAIL S AT 4' oc. EDGE N 6' — FIELD 1/2' CLG. BOARD `qG 21 8W/ 3/ ' X 5TA.- M9 Yd e332'OOG MAX TO CONT. RAT R EA. TRIBB/2) I2d eNAIL TRU95 2X4 $YP RAT ADJACENT TO DIAGONAL BRACE SHEATHING NAILING TO BE S' O.C. IN FIELD DBL TOP PLATE 4. OZ.-ALL EDGES UVBd NAILS 2X4 STUD 16' OL. MAX, n2-STORY GABLE END CROSS BRACING SCALE: 1/2'•1'-0' • Ills UPLIFT SIMPSOM HTSM20 W110 ]Old TO TMJss AND (4) 1/4' x 2 1/4' TAPLONS TO CCNT POURED LINTEL • 23SO UPLIFT (2) SIMP50M WTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WAO 10d TO TRUSS AND (4) 1/4' x 2 1/4. TAPCONS TO CONT -POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2' APART gTRUSS AN HOR R'TROFIT NT9. 12 Z FINISH o LANDING 3/4' PLYWOOD FF. 7 DBL 2X6 � ( 36° MIN. FINISH VI 3/4' PLYWOOD WITH r LANDING DETAIL 4 12-D COMMONS WINDER DETAIL NAILED THRU 3/4' FINISH a LANDING PLYWOOD INTO EACH STRINGER 3/4' PLYWOOD FF-� LESS THAN 4' TYP, 3-2XI2 SYP STRINGER DBL 2XI2 2XI2 TREAD ETWEEN SPINDLES REINFORCED W/2X4 SPFOR CUT TO FIT JOIST W/CONT. BEAD OF IXS RISER SUB -FLOOR ADHESIVE m' HAND RAIL PL-400 OR SIMILAR o z EA HORIZONTAL RUN f SECURE TREADS TO STRINGER W/(3)05 3' SCREWS a EA v STRINGER, UNTHREADED SHANK 1/2' DRYWALL TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING IXIO TRIM NOTE: I' NOSING TYP. STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) (3) 10d CUT NAILS -1-3/4' MIN, TREAD 10', MAX. RISER 3/Uc' MAX. VARIATION IN RISERS/TREADS SLEEPER INTO o Q ADJACENT TO EACH OTHER i SLAB 3/6' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' .-1/4' OR PROVIDE EQUIVALENT GRASPABILITY 3 STAIR SECTION DETAILS WINDERS- MIN. lo' WIDE 0 NARROW END MIN. 11' WIDTH 0 12' FROM NARROW END SCALE: 3/4'e1'-0' 34' MIN. HANDRAIL HGT. A E C N I T E C T 3 G9WODesign n�. i441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA N/: 0003325 lI , O w O F O av81iIV d6 LOT: SILVERADO LOT #4 BLK #7 PROJRCT# 04128.000-00471 MOnE 4EHB "2605-HAYDEN" GARAGE B'WMWO: RIGHT PAGE: MISC. DETAILS 150 MPH EXP. B Nh ARCF TECT: STATE OF FLORIDA [ZDAIT7a10/20/17M 1/4"=1'-0" 8iMM 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 30456-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 17236-R2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244-R1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17243 FL 17241 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244 FL 6223-112 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 7473-116 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR 12/31/2018 FL 12019-R5 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR 3/2/2020 FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 F8CR 7/31/2019 FL 14039•R2 PLYGEM SINGLE HUNG 2014 FBCR 7/31/2019 FL 14634-R2 PLYGEM SLIDING GLASS DOOR 2014 FBCR 7/31/2019 FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR 7/31/2019 FL 14253-113 PLYGEM FIXED GLASS 2014 FBCR 7/31/2019 FL 15217-114 MI WINDOWS & DOORS SINGLE HUNG 2014 FBCR 12/31/2017 FL 13349-114 MI WINDOWS & DOORS SLIDING GLASS DOOR 2014 FBCR 12/31/2017 FL 15333-112 MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR 12/31/2017 FL 15076-113 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR 12/31/2017 FL 5678-113 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5684-R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECnONAL 2014 F8CR 12/31/2038 FL 15279-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 F8CR 12/31/2038 FL 5891-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR 12/31/2018 FL 10758-116 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR 04/13/2018 FL 10477-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13192-R4 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 4103-118 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FEICR 01/01/2018 TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR 12/31/2018 FL 7006-R9 IKO SHINGLES 30 YEAR 2014 FBCR 9/6/2021 FL 158-118 CASTCRETE STRUCTURAL LINTELS 2014 FBCR 9/11/2018 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 09/26/201 A K C H IT L C f S 6 Design Grou .n 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdeslgngrouP., AA #: 0003325 F !y O 0 y 0 F C: 2 0 i 8umrv. a LOT: SILVERADO LOT #4 BLK #'7 PItoj=T* 04128.000-00471 MODRU 4EHB "2605-HAYDEN" CA-I%AGZ B'WING: RIGHT PAGEb PRODUCT APPROVAL 150 MPH 90. B ge . -. l , s .;,.. D � 10/20/17 ®CALF: 1/4"=1'-O" Bid D6 PREFORMED CONTROL JONT_ FLANGE OF CONTROL JOMT NG8 Td BE WIRED TIED TO LATH • 9' O.C. MAX EVERT.). NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 3y0' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION —� FASTENERS TO BE SPACED R 1. OC. MAX VERTICALLY W SHALL NOT CONTINUOUS C UGH CONTROL / I G To AP r To e• J' THICK 3 COAT CEMENT PLASTER WRB LAYER -2, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED -I' (VERT.) OC. MAX AT SUPPORTS WRB LAYER -1, STUCCO WRAP WOOD SHEATHINE ;R ASTM C1063 c / \ / PROVIDE2X4LAT BLOCKING, 8' PLAFROM .10.1.4 \ CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD FASTENERS FOR LATH TO BE NAILS O\t2 ,� TAPLEB IN COMPLIANCE W/ ASTM CI063 .WIRE TIES TOM (NO. I6) 0.0415' WIRE . BLOCKING SHOWN MAY BE IN ADDRIOy \ O WALL STUDS REQUIRED PER PLAN / A I "M" TYPE CONTROL JOINT I OL POLD INWARD . R. ®FOLD I I OLPOID MWARD . PI. A I. CREASE . PT. B 3. CREASE . Pi. C I ® ®FOLD . TT S Nl" RO DRIP EDGE ExTIND V]' "ATHMG,' PASTEN 4' C ® L FOLD MWARD . Pf. A 3. cRe4sE . Pr. B 3. CRiASE . PI. C FOLD PT. C OVER PT. 6 B nu PT. c tolxlae BOTTQI FLNYaE c V, eDirol-I® FLMY.E WATER 11Wrt SEAL FOLD. 22 II�t CIfT. J' THICK 3 COAT CEMENT PLASTER tPR .. IR' a COAT ClFBNT PLASTER (CPW WRB LAYER 7, FORTIFIBER BUILDING PAPER fPRNB MLY) W® LAYER F, STUCCO ILRp Aaq RiY> LAP LAY CP tRNLDSG wR4P o NAILMG FLANGE, STOP �•A sh \ I rase a rPa \ I -- WATCR TgHT REAL (eEMD OR COLDER D�NOT (J1T) P6T4LL 71.mb R FL48HMG AT BOTTOM OF ROLF . WALL MTERIBCTIONS NOM APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) A 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO DE TAPED WITH POW15ER 6HEATWING TAPE / I . nernL B\ X_Xnx`P ATH X X— I LATH VERTICAL LAP TO BE I' n non —1 METAL LATH Wi8 LAYER F, I STUCCO WRAP b nM PAPER LAP BELOW C / WRB LAYER -2, POW PI15ER \BUILDING PAPER 2 P R LAP SCALE: 1 1/2'.1'-0' ® KICKOUT DETAIL PASCIA WRAP WALL ML MG VERTICAL LATH & PAPER DETAIL NOrE SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 00415-N. (121-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063 1)5.L FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED WMOUSE WRAP TAPE PER MANUP. SPEC. OR PEEL N STICK i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING. PAPER UAW LAYER -1, STUCCO WRAP WOOD SHEATHING WOOD 8 4EATI BUILDI PAPEF STU= HORIZONTAL LATH & PAPER DETAIL T, L" WOOD SHEATHING OR CMU WRB LAYER 11, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB I TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS FLASHING 4'x4'SELF-ADHERIN6. MEMBRANE L APPROVE (COMPATIBLE HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP.. ELfLSHING TO EXTEND CNTO PIPE 1' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE FLASHING STEP M INSTALL FASTENERS (CLIPS, STRAPS. STAPLES) AS --- REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 6'x6'BELF-ADHERIE MEMBRANE FLASHING (COMPATIBLE u11 HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED '1 HOUSE WRAP. FLASHING i0 EXTEND ONTO PIPE STEP 02 IT= r _ nernscAw MIS LAYER F, STUCCO WRAP WRB LAYER 4, FORTRBER BUILDING PAPER — METAL LATH ----6'x6' SELF -ADHERING MEMBRANE PLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4'SELF-ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE URAP. FLASHING TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) OF SECTION PER FSC R7D3.6.1 E�NrlOr MNN10 anG OlEatarina dale ruse oU pornaT.pW A plaabr jI snail..... —ply with the a C 926,on I! requir.mants at ASTM C 928.12fa j II I-tWI fl- of exterbr Ialwg end ft.-V �I shall ...ply with ASTM C 1063-12A �{ �PIFE PENETRATION DETAIL (FRAt-1 i�NUNIX[ DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAF) WRB LAYER *2 (FORTIFIBER - - -'- - - BUILDING FAFER) METAL LATI-4 x—x—x—x STUCCO 1000D SHEATI-LING SELF-ADHESIVE FL,45141NG - - - - - - NOTE: METAL LATH: LATH TO BE PER FBG R-103.(o.1 / ASTM C-&4-1-013, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5FECIFICATION6) A R C H I T E C T S GDesign rou InD. r LONGWOOD, FL 32750�— PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.c AA #: 0003325 F �i w O MC N O O 2 i11 EdVBDIV Aa LOT: SILVERADO LOT #4 BLK #7 PROJWT# 04128.000-00471 away 4EHB "2605-HAYDEN" OARAGIC 91WWO: RIGHT PAGIL. WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECTI STATE OF FLORA ICT ri ROLAND A CRA AR NO W 23 -DAT3m 10/20/17 WCALM 1/4"=1'-0" er>m�T kk T Al BACKER ROD BACKER ROD WRB LAYER •I, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, I. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED Of: SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE. TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Ya' CAULKING ® JOINT ALL AROUND PER FBC R703.6.1 Exterior lething and plastering Exterior use of portiand 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. JIB HOODED VENT -K: j' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER R, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME. WOOD SHEATHING WRB LAYER h, STUCCO WRAP WRB LAYER •2, FORTIFISER BUILDING PAPER WOOD — CONSTUCTION —METAL LATH 9' CMU VINYL CASMG BEAD W RAISED BAND Ye' TO Y�' MID -WALL UEEP S :;Mr=D 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER "1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO - WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER FBC R-103.6.1 / ASTM C-84l-m9, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF, DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' 7 PIPE 7NROTHROUGH---� / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUP. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' n /VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO ,�Rc.+ Iv Rc�.clvc STUCCO-�SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION i 1 APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -("GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES CONSTRUCTION WOOD SHEATHING WRB LAYER 11, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER 8' THICK, 3 COAT CEMENT PLASTER la' TO la" MID -WALL WEEP SCREED �6" SELF-ADHESIVE FLASHING I, WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAM E ELEC . METER FIELD VERIFY LOCATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z OVER 60 Mi GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC CONS CONSTRICTION 8' CMU WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH T/a' TEXTUra'ED FINISH s WOOD FASTEN TO WOO STRUCTURAL MEMBER • 1' O.G. MAX V TO V MID -WALL 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING — FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #1 STEF #3 8° WRB LAYER h, STUCCO WRAP CUT 'X' INTO X. SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER "1 STET= #2 APPLY 60 MIN GRADE 'D' FELT OVER El SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER "I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIF15ER BUILDING PAPER STEP #4 ELASTOMIERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEF #ro OELECTRICAL RECEPTACLE A R C R I T E C T a mijon . Grou .2 6 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigtigroup.com AA #: 0003325 w �i N C y O O ti EiVHDIV a LoTil SILVERADO LOT #4 BLK #7 PROJMCT/1 04128.000-00471 MOaIMA 4EHB "2605-HAYDEN" 3ARAGE OWING - RIGHT PAOR: WALL ASSEMBLY DETAILS 1. 150 MPH EXP. B F_ ARCHITECT STATE OF FLORIDA 7 F'PIUNTDA 10/20/17 DCALM 1/4"=f-o" Eai1 ENTT F� W A 2 WOOD SHEA WRB LAYER -1, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER j' THICK 3 COAT CEMENT PLASTER 6' SAP. m TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN WEEP SCREED } I 6' SELF-ADHEREING AM(,(,-WFWC-T80 T .0 FLASHING WRAPPED i o TOP OF WEEP SCREED TO SHEATHING BELOW , WRB LAYER M, ' STUCCO WRAP nc4^X. WRB LAYER s2, FORTIFIB m I BUILDING PAPER i �� b' 5ELF-ADHEREING ` FLASHING WRAPPED WRB LAYER M, a CORNER OF CANTILEVER STUCCO WRAP �v AMICO AM66-WFWC-'lSQ 'I I 4. POSITIVE DRAIN CUSTOM CASING BEAD WEEP SCREED NO GAP IN FIELD —/ (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BEAD ��_KL CANT. ' • I'-0' NOTE: METAL LATH: LATH TO BE PER FBC R7103,C .1 / ASTM G-041-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED i PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED t PAINTED FINISH J'THICK, 3 COAT CEMENT .s PLASTER VINYL CORNER BEAD VINYL CASING WOOD CONSTRUCTION RESISTIVE M RESISTIVE "2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2xI2 HEADER 4' POSITIVE DRAIN IIIFFP 61-READ (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER e2 I' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING: HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE - BARRIER M WEATHER RESISTIVE - BARRIER -2 J' THICK 3 COAT CEMENT - PLASTER METAL LATH WOOD SHEATHING ES - EXTERIOR GRADE DRY WALL ---- }' THICK, 3 COAT CEME --- PLASTER VINYL CORNER BEAD LNO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 10 CANTILEVER DRIP EDGE L'GENE DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO 3' X 3' 26 GA. GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL t STICK) SET IN FULL BED OF 6' PEEL 4 SEALANT, h MIN. STICK o DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK ,t Ys' GAP FOR BACKER ROD 4 SEALANT I h'Xl 1/4' P.T. OR SIMULATED WOOD (TREX) FILLER CASING BEAD CONTINUOUS i VINYL WATER PROOFING lot �' WEATHER RESISTIVE LAYER (2 LAYER PEEL a BARRIER M STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK 70 BARRIER s2 CANTILEVER ' 6' PEEL t STICK • DECK MEMBRANE, DRIP EDGE TO DECK t EXTEND OVER DRIP SUB FLOOR EDGE ®® •. 3' X 3' 26 GA. GALV. -- - •--•--•----- ...--.-. .--- "°� - ', METAL DRIP EDGE SET IN FULL BED OF OR SIMULATED SEALANT, K' MIN. WOOD (TREX) FILLER { SPACE FROM DRIP CONTINUOUS / FACE TO TREX Yi GAP FOR BACKER VINYL CASING BEAD ROD 4 SEALANT'. WATER PROOFING let FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL t PEEL t STICK) STICK) WRAPPED FROM 3/4 RESILIENT i ' BALCONY DECK TO HAT CHANNEL CANTILEVER VINY'!': a' THICK, 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED 4 PAINTED i WEATHER RESISTIVE FINISH M -BARRIER WEATHER RESISTIVE a' THICK, 3 COAT CEMENT BARRIER-2 PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A x—x—x—x EDGE INSTALLATION WOOD SHEATHING -Z SELF-ADHESIVE FLASHING — — — — COLUMN SHEATHING J _LLEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 2 �•• / 6' SAP. PEEL t STICK 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT ! 1 V X 3' 26 GA. GALV. METAL DRIP EDGE Y4' GAP FOR BACKER SET IN FULL BED OF ROD t SEALANT 9EALANT,)4' MIN. SPACE FROM DRIP I�. FACE TO TREX WEATHER RESISTIVE VINYL CASING BEAD ti ;•' BARRIER "1 WEATHER RESISTIVE WATER PROOFING 1st BARRIER -2 LAYER (2 LAYER PEEL EXTERIOR COLUMN l STICK) ...w. w.u..n. COLUMN SHEATHING WOOD SHEATHING \PEEL t STICK 6' SAP. I )b'x3' 'L' FLASHING SUB FLOOR % ••FULLY EMBEDDED IN ROOF CEMENT \- I Y,' X 3' 26 GA. GALV. • - METAL DRIP EDGE I XI )4, P.T. OR SIMULATED SET IN FULL BED OF WOOD (TREX) FILLER, SEALANT, )4' MIN. CONTINUOUS I SPACE FROM DRIP /FACE TO TREX Y4' GAP FOR SEALANT �. VINY7L CASING BEAD OPT. BACKER ROD. i. WATER PROOFING let MODIFIED W LAYER (2 LAYER PEEL t 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL I BALCONY DECK TO VINYL CASING BEAD CANTILEVER I i' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL I METAL LATH W/TEXTUREO t PAINTED '. WOOD SHEATHING FINISH }' THICK, 3 COAT CEMENT W POSITIVE DRAIN WEEP SCREED PLASTER VINTL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W /"T " VT ACT-7TAT('_\ -- - 2x FRAMING MEMBER WRB LAYER M, i STUCCO WRAP Fll gT' THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER 02, FORTIFIB£R T BUILDING PAPER 2 1/2' CORNER BEAD - �j T. WRB LAYER "I, -- FASTENED TO SHEATHING METAL LATH I i (' STUCCO WRAP ID �' O.C. MAX. 1 x 1 J' THICK, 3 GOAT CEMENT - i WRB LAYER 02, FORTIF15ER 1 ry PLASTER �. I BUILDING PAPER WRB LAYER 01, � � 6'5ELF-ADHERING METAL LATH ; STUCCO WRAP i FLASHING i_ J // '!, (EXPLODED THICK, 3 COAT CEMENT WOOD SHEATHING , 'VIEW FOR PLASTER 71 METAL LATH DRIP CAP +� i CLARITY) WRB LAYER 02, FORTIFIBER BUILDING PAPER 14A CORNER BEAD 0�) FRAME ^2 1/2 ° � � CORNER BEAD (FASTENER 4 SPACING is 7' O.G.) GMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C BLOCK WINDOW FLANGE WRB LAYER e2, FORTIFIBER BUILDING PAPER --- METAL LATH --},—T J' THICK, 3 COAT CEf PLASTER 1 6 "SELF -ADHERING FLASHING WINDOW FLANGE J J 15B CASING BEAD 0S) WINDOW (FRAME, NO BAND) A R C H I T E C T IS Des 1 n Grou ate. LONGWOOD, FL327G0" PH: 407-774.6078 FAX: 407-7744078 www.a bdesigngrou p.com AA Ik 0003325 y w a V6 2 0 C F 0 Eiummm as Looril SILVERADO LOT #4 BLK #7 PROJECT* 04128.000-00471 MODEM, 4EHB "2605—HAYDEN" OARAGR 8WING: RIGHT PAOM WALL ASSEMBLY DETAILS 150 MPH EXP. B Of ARCFrTECT• STATE OF FLORIDA P � D10/20/17 ETCALIM 1 /4"=1' - 0" slimm" WA3 A WOOD SHEATHING —\ WRB LAYER "I, STUCCO WRAP WRB LAYER *2, FORTIFIBER BUILDING PAPER —� METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING I WRB LAYER Srucco WRAP tEll WRB LAYER 02, FORTIFIBER IBUILDING PAPER L_IIMETAL LATH • (EXPLODED J" THICK, 3 COAT CEMENT vIEW FOR PLASTER CLARITY) WRB LAYER PI, — STUCCO WRAP VINYL ANGLED WRB LAYER 02, Fc BUILDING PAPER METAL LATH THICK, 3 COAT PLASTER \ 6'SELF-ADHIER FLASHING — DRIP CAP -- WINDOW FLANGE CASING BEAD C4) WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER *2, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED — CASING BEAD VINYL CASING BEAD Ya' GAP TYP ---J' THICK, 3 GOAT CEMENT CASING BEAD PLASTER 1X TRIM MEMBER 7O TRIM METAL LATH I STUCCO TO � SIDING TRANSITION ` WRB LAYER LAYER -2, FORTINBER BUILDING PAPER SIDING 1 UOOD SHEATHING WRB LAYER -1, \ \ L-- WRB LAYER -1, STUCCO WRAP STUCCO WRAP `--- CASING BEAD — 6' SELF-ADHEREING FLASHING OR PEEL a STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD SHEATHNG— WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE / ? BARRIER X l y LAP SIDING / \ IIG6' REVEAL / / L LF--ADHERNG 6' SELF -ADHERING I FLABHMG 6 \ I WEATHER RESISTIVE BARRIER -1 STARTER STRIP RESISTIVE \ \ BARRIER DO NOT CAULK OR I I \ 6' SELF-ADHERNG SEAL OPENNC I FLASHING \ — GALV'D METAL GALVV METAL •Z' FLASHING z'FLASNING DO NOT CAULK OR 1 y' X b' SIMULATED TRIM MEMBER STUCCO CASNG:' / \ SIMULATED _ I WiSOD TRIM MEMBER \ \ SEAL GAP W/CAULKNG OR APPROVED SEALANT ---------------------------------------------------------------- ---------------------------------- a' THICK, 3 COAT CEMENT SEALANT PLASTER -- METAL LATH r I I I I I I a I WINDOW FRAME ............. WRB LAYER 1*2, FORTIFIBER 1 BUILDING PAPER ! — E-Z BEAD VINYL CASING (W/3/e' FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO I Ca? BLOCK TO FRAME � � � TRANSITION I l� I I I NOTE; METAL LATH: LATH TO BE PER FBC j R-103.6.1 / ASTM C-841-09, MIN, 2.5 LBS. I WOOD SHEATHINCz PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAVER 01 WOOD CONSTRIICTIOn BEYOND ] STUCCO WRAP WOODTHING— WEATHER RESISTIVE- WEATHER RESISTIVE_ 1 ! ! " *2, BARRIER -2 91p ! ! WRB LAYER FORTIFIBER RE AL BI JILDINCz PAPER FLAGS INGDHERING- ! METAL LATH STARTERSTRIP— `r_.--' _ _ I - DO NOT CAULK OR- "`4L OPENI �" THICK, 3 COAT CEMENT (EXPLODED vIEW FOR PLASTER GALV'D METAL— Z'FLASHING CLARITY) X 6• SIMULATEDTRIM- � E-•BEAD V'INYLL CA I'. (WP4' FLEXISLE PVC BACKER ROD) , SELF -ADHERING FLASHING CASING BEAD CC RAISED S17A��i6CALE: BAND (FRAME) 1 1/2' =1'-O' WEATHER BARRIER WEATHER BARRIER --WRB LAYER "i, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING -- WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY WEATHER RESISTIVE BARRIER 'I TO LAP ABOVE OF r'ZNFLASHINGTOP ILEATHER RESISTIVE BARRIER 'I Z — WEATHER RESISTIVE \ — / BARRIER -2 I \I \ \ Z LV'D METAL 'FLASHIW�' �' DO NOT CAULK OR WEATHER RESISTIVE -- -- - - — BARRIER -1 TO LAP W MIN. ABOVE TOP ` OF 'T FLASHNG I Y' x b' SIMULATED \ / I WOOD TRIM MEMBER \ / ' SELP-ADHERING I I FLASHNG SEAL GAP =AULKING �I \ I OR APPROVED SEALANT WEATHER RESISTIVE BARRIER -1 E-2 BEAD VINYL CASING fUYi'i' FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO WEATHER RESISTIVE ® FRAME TO FRAME BARRER4 �� TRANSITION 1J ------------------------------ --------------------------------------- -- ,4" GAP TYP /CA51NCs BEAD SEALANT TO WINDOW WINDOW FRAME WINDOW FLANGE -------------------------------------- THICK, 3 COAT CEMENT PLASTER —METAL LATH i — WRB LAYER 1*2, FORTIFIBER j BUILDING PAPER — WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) I - I MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE d BUILDING WRAP BUILDING WRAP ---------------------------------------------------------------------------------------------- �E2 BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING K,22 TI77Tl» SELF-ADHESIVE FLASHING — — — — A R C N I T E C T 8 6 GroupO.n� Design . 41 N. RONALD REAGAN BLVD. LONGWOOD, FL $2750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA a: 0003325 w m w 0 w 0 ti O z V ev8niv as RAT: SILVERADO LOT #4 BLK #7 PROJWT# 04128.000-00471 &WDWT, 4EHB "2605-HAYDEN" GAP.AGZ BMWO: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B [ARCHR'ECT RWOtL4ND D.&TZ: 10/20/17 SCALD 1/4"=1'-0" w*Emm W A4 op A R C R I T E C T 8 CUT HOUSEWRAP AT 45' ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW - OPENING ' APPROVED HOUSEWRAP OVER $HEATHING OVER WD STUD WALL INSTALL 6' SELF-ADWE FLASHING C NAILING FL, JAMBS EXTEND FL. 1' BELOW SI FLEXIBLE IDO NOT SE FIN A STEP I TEMPORARILY FOLD -UP 4 SEC HOUSEWRAP(01 TUCK FLAP UND at HEAD FOLD HOJSEWF IN AT JAMBS 4 SLOPE $ILL R. NSTALL 6' SELF-ADHE FLASHING C VINYL HEAL FLASHING (I DAMS) NAIL FLANGE EXTEND SELF-ADHE FLASHING 1' BEYOND Ji FLASHING INSTALL VIh CAP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TF FLASHING AT THE FOLD DOWN DIAGC ACRO WINDO 1PPLY V NOM.— :ONTINUOIS BEAD )F SEALANT AT AMISS AND HEAD o 1PPLY TO BACK OF 11NDOW NAILING LANGE IN LINE W/ 'RE -PUNCHED IDLES OR SLOTS. )IDE ADHESIVE ?XIBLE FLASHIN( VER DRIP CAP 'ECTO-WRAP EQUIV) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) Q &CALE: NTS STEP 4- INSTALL PLUMB, I AND SQI MAN UFAC WRITTEN INSTRUCI —APPLY MEMBRANE FLASHING AVER JOINT NOTE: II. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS A SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION, 2, INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: 1I CLEAN AND SEAL JAMB TO SILL JOINTS WITH D011 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK I NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING JAI (NOTE SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT • PH: 407-774-6078 FAX: 407'7744078 www.abdesigngroup.com AA 8: 0003326 y W 0 h� c O F: 2 J SILVERADO LOT #4 BLK #7 PROMS " 04128.000-00471 MODRIA 4EHB "2605-HAYDEN" GARAGE ®PIING: RIGHT PAGZ: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B Of AFtCFNTECT: 3T -A OF FLORIDA PRINT DATIM 10/20/17 8CALD: 1 /4°=1' - 0" eIiEIDT WA5 Alk ft 2xC6 SUB -BAND W/1"x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1\ I\ METAL FASCIA WRAP I\ -I/a' TEXTURED I \ FIN15H 0 WOOD 1 \\ 1/2' TEXTURED \ FINISH a" CMU / \ / \ / \ 2X6 SUB BAND) METAL FASCIA \ WRAP Ya" FROM \ STUCCO, 1" FROM \ WOOD WALL \\ \ EXTERIOR WALL \ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X(o SUB BAND ONLY ®ELEVATION 1/6' TEXTURED FINISH * IUOOD, 1/2' TEXTURED FINISH s CMU METAL LATH �r,t WOOD SHEATHING f OR CMU a7 WRB LAYER -1, �{ STUCCO WRAP(FRAME ONLY) "' WRB LAYER •2, FORTIP15SR BUILDING PAPER (FRAME ONLY) r`1� ` ROOFING CEMENT ® DRIP EDGE METAL KICK OUT © FLAN 5 —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) `\ DRIP EDGE, 1" OFF WALL Zj(NOT INTO STUCCO) 11/0" TEXTURED FINISH g / WOOD, 1/2' TEXTURED i / FINISH 0 CMU 2x6 SUB -BAND W/I'x4' NOTCH w _71. END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/126 NAILS &'-V D.G. MAX. 2x SUB -BAND W/04'x4' NOTCH Q END R I KN _—METAL FASCIA WRAP FL AN A DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C) WALL SUB BAND DETAIL @) WALL W/KICK— OUT AME OR CMU LT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/l14'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 1D ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%"x4' NOTCH -9D END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY A R C N I T E C T $ Design Grou Ina. 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 W w 0 a c it c EIVHDIV. as LOT SILVERADO LOT #4 BLK #7 PROJWT 04128.07-00471 moan 4EHB "2605-HAYDEN" CARAGR OWING* RIGHT PAGL: WALL ASSEMBLY DETAILS: D %1150 MPH EXPNB ARCHR'ECT- STATE OF FLORA 7017 F. 10/20/17 9CALM 1/4"=1'-0" V� A6