Loading...
HomeMy WebLinkAbout6526 Wagon Trail St• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 1 PLAN REVIEW off)), )A,, 99 2605—HAYDEN99 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: • FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) •ALL LOCAL AND STATE CODES • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS B •BASIC WIND SPEED — Vult=150 MPH Vasd=116 MPH •EXPOSURE — B •1—STORY RESIDENCE — •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES .FT. CALC.'S SQ.FT. CALC.S IST FLR LIYMG 1104 SQ. FT. 2ND FLR LIVNG 1501 SQFT, TOTAL LIVING 2605 W. FT. GARAGE 431 SO. FT, PORCH 43 SQ.FT. TOTAL 3085 SQ. FT. PATIO 80 SO, FT. ABBREVIATIONS ABV. ABOVE IAV. LAVATORY A/C AIR CONDITIONING LOU. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MTD. MOUNTED CL CENTER LINK MTL METAL CAB, CABINET N.T.S. NOT TO SCALE CID. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PR PHONE C.T. CERAMIC THE PIT. PLATE D. DRYER PLYWD. PLYWOOD DBL DOUBIE PR PAIR D.C. DUAL GLAZED P.T. PF499M TREATED DU. DIAMETER R. RISER DIM. DIMENSION BAD. RADIUS DISP. DISPOSAL RA.G. RETURN AIR GRUL DP. DEEP REV. REFRIGERATOR DR DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL DETAIL S.D. SMOKE DETECTOR D.N. DISHWASHER S.H. SINGLE HUNG EA EACH SHT. SHEET ELEYA. ELEVATION SHTHG. SHEATHING EQ. EQUAL SHIM SHOWER M. EXHAUST SIM SIMILAR EXT. n=OR SL SLIDING F.G./FX . FIXED GLASS SL GL SLIDING GLASS P.G. FUEL GAS STD. STANDARD FIN. FINISH SWS SHUR WAIL FIR. FLOOR SECTION FLUOR FLUORESCENT SC SOLID CORE It DR, FRENCH DOOR TEMP TEMPERED GLASS FIG. FOOTING THIL THICK GA GAUGE T.O.C. TOP OF CURB GAR. GARAGE LO.P. TOP OF PLATE CAR DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.P.1. GROUND -FAULT CIRCUIT TYP. TYPICAL INTERRUPTER U.N.O. ON= NOTED GL GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BB W. TAME H.C. HOLLOW CORE if/ WITH HDR. HEADER WD. WOOD HOT. OR HT HEIGHT WOW. WINDOW INSUL INSULATION W/H WATER HEATER ITT. INTERIOR W.I. WROUGHT IRON REVISIONS REV. I DATE DESCRIPTION Ury (Dr- 4 EPI ;''il-df ILLS �1 ALL WORK SHALL COOMPLY WITH P ' "AILING CODES FLORIDA BUILDING, CODE, NATIONAL ELECTRIC; CODE, AND THE CIT,' OF ZEPHYRHILLS ORDINANCES SHEET # INDEX OF DRAWINGS DESCRIPTION PG Cl—COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG 1A—DOWEL PLAN PG 1B—LINTEL SCHEDULE PG 1B.1—LINTEL LOADS PG 2 —FIRST FLOOR PLAN PG 3 —SECOND FLOOR PLAN PG 4C—FRONT & REAR ELEVATION "C" PG 5C—LEFT & RIGHT ELEVATION "C" PG 6—FRAMING PLAN ELEVATION "C" PG 7C—ROOF FRAMING PLAN ELEVATION "C" PG 7.1—CONNECTOR SCHEDULE PG 8— FIRST FLOOR ELECTRICAL PLAN PG 9— SECOND FLOOR ELECTRICAL PLAN PG 10—FIRST FLOOR MECHANICAL PLAN PG 11—SECOND FLOOR MECHANICAL PLAN PG DI—MONOLOTHIC FOUNDATION DETAILS/SECTIONS PG D2—MISC. DETAILS PG D3—MONOLDTHIC 1—STORY WALL SECTIONS & NOTES PG D4—MONOL07HIC 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 WAS —WALL ASSEMBLY DETAILS : WINDOW FLASHING PG WA6—WALL ASSEMBLY DETAILS : SUB BAND • A A C N I T I C T I 6 Design Grou I��. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdoslgngrouP.com AA Yh 0003325 `i ur O 61 y c F CF i U sosa><v as L021 SILVERADO LOT 15 BLK 6 0 128000-01561 moa 4EHB "2605-HAYDEN" BAItAGE swam: LEFT PA03h COVER PAGE 150 MPH EXP. B 1% mm 11/08/17 8CAL1: 1/4"=1'— O" simmmr C1 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBC ft STH 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 R3DlA 15 (PSF) C. ROOF LIVE LOADS R301.6 1. '"MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VULT=150 MPH, VASD•116 MPH II. EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS t0.18 V. RISK CATEGORY 11 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAIL H ON S SHOWN S 0 0 E DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES PER FBCR310.1.2 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED WI 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 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN CINCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. & 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. 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 =1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING OTHERWISE). JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. CONCRETE 6. ALL BOLTS SHALL HAVE MINIMUM 7 SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. i. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.11. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116' OSB EXPOSURE-1 OR 1/2' COX PLYWOOD SHEATHING. STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING, 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BEN.". 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" COX PLYWOOD. 51W COX 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 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING, 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED ''/:. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. 10. FLOOR SHEATHING SHALL BE APA RATED/4* SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRICTION. 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 402 / ACI 530 / ASCE 5. CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90.1lb, STANDARD 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF FM =1500 CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN PSI ACCORDANCE WITH ANSI A58.1.1982. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 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 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-08Z STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3181NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN %INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.21 PAINTED WITH A CORROSION RESISTANT POLYMER PAINT, FOR MORTAR .IOINT THICKNESS TOLFRANCFS_ 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2 OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16' ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6' - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 17. LOCATE WWF 2' FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION 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 3/.' D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1%" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NOS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: (.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.1-07) 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL, UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPI14G SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12 OF THE FBCR 5TH EDITION (2014). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM%" PVC (SCHEDULE 40), INSULATED WITHIN 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, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2- THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.1la & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-1IA & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS 'L' FLASHING -- HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 117 GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02M17 1441 N. K NYALD MAGAN ULM LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 w 4 w y. 0 0 F a Buimm. as LOT SILVERADO LOT 15 BLK 6 P3tOJLCT* 04128.000-01561 MODMA 4EHB "2605-HAYDEN" GARAGE BWJNG: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B IF ARa4rECT= STATE OF R-OMCRA Ty AR NO 93723 I1NI 1/08 A R C N I T I C T 8 11 FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH 817E PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH EDITION (2014) 2' VTR VTR 2•" 1 a L LAV �-�41--2' 1 3 TUS 3, I WASHER I 3 _, a• 2' VTR` 2 I h 3 2, 4sw -E I AUTOKITCHEN EN VT TO 1, Jr I ev -I�• rl-I�, I-,R• , LAV I Tug ' 1 3• 4 CO 2' 2' TO MAIN PLUMBING RISER NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE 'S' TYPE ARE PROHIBITED. SECURE STRAP TO UNIT W/ (2) -Sxi 1/4 A/C SHT MTL SCREWS UNIT SIMPSON US ROLL STRAP OR EQUAL SECURE STRAP TO CONC. CONC. W/ (2)-3/I6'X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD o 12' FROM STRUCTURE qe I �n 441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-77446078 FAX: 407-7744078 w. wwa bdealgngroup.com AA 8: 0003326 Jj m y V 0 a y O F 0 mm F ■uumv. At LOT'. SILVERADO LOT 15 BLK 6 PMJSOT/ 04128.000-01561 mop2m c 4EHB "2605—HAYDEN" GARAGZ NWZNG: LEFT PAGM FOUNDATION PLAN 150 MPH EXP. B ARCIH ECT- STATE OF FLORIDA DA11/06/17 MAUL- 1/4"=1'-0" siRa�T DOWEL PLAN A R C N I T R C T 8 1 6 Design Grou .a 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com AA N: 0003325 y 0 y O F O e d aviniiv. a. LOP SILVERADO LOT 15 BLK 6 PROJw 04128.00 -01561 MOaIM, 4EHB "2605-HAYDEN" GAItAGZ BRING- LEFT PAGM DOWEL PLAN 150 MPH EXP. B ARCHRECT- STATE OF FLONDA nPr-umaT11/08/17 BOALM 1/4"=1'-0" Bimwr I A. PATIO e. 3m52-85g C2) 3m52-SH I 6m68 S.Cs.D. AST-4414E7W LIVING j DINING BEDROOM #2 ROOM ROOM S'-8' CLG. W-a' CLG. II I --------- II I II A$ TH 2 e'-a' CL O I i l l l l l HII II I KITCHEN I S'-S' GLG. O I I r---I ° I i L--J I!I III 111 GA AG III FLEX FOYER III W-W CLG. III 8'-b' CLG. III u1 m ul l2) 3m52-5H 3m6b w/ I 36'xlm' TRANS. -------1--m---m---- ---- L-2 I L-1 ------ 11 OR 8'-8' CLG. L— 8 LINTEL SCHEDULE NOTE: THE LINTELS MAY ME SU15STITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED 6 LINTEL SCHEDULE LINTEL LENGTH TYPE COMMENTS NO. L I 17'-a' BF28-IB/IT L 2 SF8-IB/IT L 3 T-b' 8F16-IB/IT L 4 '1'-b' 8F24-IB/17 l 5 4'-b' 8FK -mB/li 8F16-IB/R L l 5'•Im' 8FI6-m6/IT A■cxlrIII ere ,DesiWn FAX: 440077-774-0078 wwwbdeslgngrop.c m4 Jh w h 8 w 0 0 F O III svan:v sa LOT: SILVERADO LOT 15 BLK 6 PROJmOTtfj► 04128.000-01561 1[ODzIe 4EHB "2605-HAYDEN" awiewcsa awn90: LEFT PAtiIM LINTEL SCHEDULE 150 MPH EXP. B DA11/08/17 sxsw I A■cxlrIII ere ,DesiWn FAX: 440077-774-0078 wwwbdeslgngrop.c m4 Jh w h 8 w 0 0 F O III svan:v sa LOT: SILVERADO LOT 15 BLK 6 PROJmOTtfj► 04128.000-01561 1[ODzIe 4EHB "2605-HAYDEN" awiewcsa awn90: LEFT PAtiIM LINTEL SCHEDULE 150 MPH EXP. B DA11/08/17 sxsw I svan:v sa LOT: SILVERADO LOT 15 BLK 6 PROJmOTtfj► 04128.000-01561 1[ODzIe 4EHB "2605-HAYDEN" awiewcsa awn90: LEFT PAtiIM LINTEL SCHEDULE 150 MPH EXP. B DA11/08/17 sxsw I SAFE LOAD T/48LES FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8' PRECAST 4 PRESTRESSED U-LINTELS C GRAVITY LENGTP TYPE SUS aF8-0B 8FI2-0B I6- 0- 24-0 8- 32- 8Fa-IB SM-115 OF16-I15 OF20-115 BF24-16 aria-IB aF37s 2'-10'(34') PRECAST 2302 3166 4413 (c039 1526 S004 10412 Ii936 3166 4413 6039 1526 S004 10412 Ii936 3'-6' l42') PRECAST 2302 3138 3311 4689 6001 1315 8630 9941 3166 4413 6039 1526 S004 10412 IlWro 4'-0' (48') PRECAST 2029 2325 2496 3461 4438 5410r2121 1358 2646 4413 6039 1526 W04 11936 4'-6' (54') PRECAST 1651 1181 1313 2651 3403 414E 5644 2110 4021 6039 1526 W04 9668 5'-4' (64') PRECAST 1164 1223 1301 1809 2311 282ro 3846 1665 2889 5051 6096 5400 1450 5'-IO'(10') PRECAST 912 1000 1059 1414 1889 2304 3131 145E 2464 4144 5458 4431 6122 6'•6'(18') PRECAST 931 1255 2101 3263 2146 3358 3911 4585 1255 2101 33%6 5260 1134 SS% 6890 1'-6' l90')PREGAST 161 1029 1615 2385 1994 243E 2886 3333 1029 1615 2610 3839 5556 6613 5041 9'-4' (fl2') PRECAST 513 632 1049 1469 1210 1482 1154 2021 168 1212 1818 2544 3469 4030 3121 10'-6'(12&') PRECAST 45ro 482 802 1125 SIB 1122 1325 1535 658 1025 1514 2081 2114 3130 2404 II'-4' (136') PRECAST 445 598 935 1365 I854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-O'C144') PRECAST 414 545 064 12" 1689 2014 1510 1616 555 864 1254 *93 2211 2832 3590 13'-4" (160') PRECAST 362 421 126 1028 1331 1635 1224 1416 485 148 1016 1438 1855 2343 2920 14'-O'(168') PRECAST 338 38l 648 919 1190 1462 1001 1260 455 100 1003 1335 1114 2153 2666 PRESTRESSED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 15'-4'(184') PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1865 2310 26W 3410 Il'-4'(208')PI�9TRESSED N.R. NR NR NR NR NR NR NR s10 530 1 950 1400 ISM 2200 2600 19'-4' (232') PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 20W 21'-4'(256')PRESTRESSED N.R. NR NR NR NR NR NR NR 163 330 (010 940 1340 11W 2110 22'-O'(264')PRESTRES5ED N.R. NR NR NR NR NR NR NR 160 300 510 810 1250 1660 M10 24'-0Y288') PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 410 120 1030 1350 1610 MATERIALS 1, f'c precast lintels = 3500 psi. 2. f'c prestressed lintels - 6000 psi. 1 f'c grout = 3000 psi w/ maximum 3/6' aggregate. 4. Concrete masonry units (CMU) per ASTM C9O w/ minimum net area compressive strength . 1900 psi. 5. Rebar provided In precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. b. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. -1/32 wire per ASTM 4510. 8. Mortar per ASTM C210 type M or S. 8" PRECAST 4 PRESTRESSED U-LINTELS am UFL ITT LATERAL TYPE8-1 LENGTI I 12-IT I6-IT 20-IT 4-IT 28-1 SF32-1T 8U8 8F8 8-2 12-2T 16.2T 20-2 24-2 28-2 SF32-2T 2'-10'(34') PRECAST 2121 4101 5332 6569 1811 9055 2021 2021 2121398i 51W 6401 1630 8851 3'-6' (42') PRECAST 2165 RZ2:2.11 3260 4231 5219 6204 1192 1251 1251 2165 3165 4125 5091 606i 1036 4'-0' (4B') PRECAST 1818 1989 2832 3680 4532 5381 6245 g38 938 1818 IS25 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- (64") PRECAST 1393• 14a4 2110 2141 3315 4010 4648 505 505 1393 1431 205O 2610 3293 3920 4549 PRECAST 1212, 1351 IWO 2505 3084 3665 4241 418 416 1212 1315 1815 2441 3010 3563 4151 io'-6' (16') PRECAST 1141• 1200 n33 2250 1216S 32W 3812 101 661 1141 1182 1684 2152 12103 3216 3132 1'-6' (SO') PRECAST 959. 912 1415 I914 2354 2191 3240 651 SW 1025 1466 1901 2351 21S1 3245 591 9'-4' (112') PRECAST 8011 612 980 1269 1560 1852 2144 454 630 WI 155 1192 1550 1910 2211 2634 PRECAST 116• 498 193 1021 1261 1456 nil 396 493 116 roll 103E 136% 1111 2034 2358 II'-4' (136") PRECAST 6661 43S ro- 899 1104 130E 1515 363 556 666 535 S05 1255 15W 1896 2198 12'-O'(144') PRECAST 601 400 631 816 1001 1186 1312 340 494 631 486 818 1209 1514 1155 2086 13'-4' orov) PRECAST 500• 340 532 686 "1 991 1153 302 398 513 40S 682 1004 1361 1631 1891 14'-O'(168') PRECAST 455- 316 493 635 118 922 1065 286 360 548 318 62S 922 1254 1561 1816 I4'-8' lllb') PRESTis'ESSED 243 295 459 591 124 851 990 N.R. 351 243 352 502 862 1156 14.31 1142 I5'-4' (184') PRESTRESSED 228 218 430 553 611 Sol 925 N.R. 321 228 32S 542 191 1012 1381 1616 n'-a' (2m8')PREsrRESSED 188 236 361 464 5,61 610 114 N.R. 255 188 216 449 649 814 1121 1389 19'-4' (232'J PRESTRESSED 165K23313 313 401 490 516 661 N.R. 204 165 303 550 136 S,40 1160 1256')PRESTRESSED 145218 356 433 512 59021'-4' 112 142336 411 635 801 993N.R. 22'-O'(2Fs4')PRESTRESSED 140268 343 418 493 568 161 131 322 451 601 111g41N.R. 24'-O'(288') PRESTRESSED 121 244 312 380 441 515 N.R. 135 124 186 290 408 538 680 833 GENERAL NOTES -REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8' PRECAST UJ/ 2' RECESS DOOR U-LINTELS GRAVITY TYPE LENGTH 6- SEEMOW14- 18-09 8RF22- 6- OW30-05 6Rr6-1B BftFlm-D SRFl4-115 &11Fle-16 8RP22-10 SM26-115 6RF30-16 4'-4' (52') PRECAST 145E 1591 1821 3053 3412 2982 4982 3954 6412 4929 1941 5SO4 9416 6880 10818 4'-6' (54') PRECAST 1351 144E 2182 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 9416 10818 5'-8' l68")PRECAST 632 1602 1550 2058 2566 3015 3585 185 1153 2162 1 4014 6412 1 6516 5814 6839 5'-lO' (10') PRECAST 135 119 1500 1449 1524 2400 2816 3352 Ii03 2051 3811 6412 6516 5450 6411 (80')PRECAST 922 901 1611 2933 2516 3223 3512 4522 901 1611 2933 4100 6130 Sill 6101 (SO*)PRECAST 161 1311 2252 IS58 2451 2944 343E 665 164 1311 2329 3609 5492 6624 5132 9'-8' (116') PRECAST 311 420 834 1253 1011 1342 1614 1886 535 928 1491 2119 1 2618 1 3595 2815 8" PRECAST W1 2" RECESS DOOR U-LINTELS U PL I FT LATERAL TYPE LENGTH el�'6-Ir Sl�lm-rc aRFia-rc SI[riB-rc 81�22-IT 8RF26-IT 81�90-I -2T SIGflO-JT OW14-2T SWIS-2T 8ff:22-2T ORU 8RF 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 1244 1519 233E 3110 4008 4850 56ee 4'-(o' (54') PRECAST 1192 1501 2311 3121 3931 4156 5511 853 11ffi 1455 2240 3036 3e31 4643 5453 11 5'-8' (68')PRECA5T W4 1112 1195 2423 3055 3689 4325 501 924 1132 1141 2351 2%18 3603 4230 501 5'-10' C10') PRECAST a%&, 1138 n42 2352 2965 3581 41SS 469 896 1099 16W 2288 29SI 3491 4106 469 6'-8' (80')PRECAST 118 W2 1513 2042 2513 3101 3642 830 1100 118 956 1468 1981 2509 3035 3563 (90')PRECAST 688 691 1325 1810 2280 2153 3221 110 941 688 64S 1302 1162 2225 1 2690 9'-8' lll6') PRECAST533, 433 we 1123 1413 1104533 W516 614 521 1009 1369 1128 20W -REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 05 REBAR AT TOP MIN. (1) REQ'D ° 1-1/2' CLEAR TYPE DESIGNATION c F - FILLED WITH GROUT / U - UNFILLED _ : C.M.U. FQUANTITY OF "5 REBAR AT BOTTOM OF LINTEL CAVITY �II Z< .a: f E GROUT aFl(o _ Z -18/1T �p REBAR AT BOTTOM L • • OF LINTEL CAVITY O NOMINAL WIDTH NOMINAL HEIGHT QUANTITY OF «5 REBAR AT TOP I 1-5/8'ACTUAL BOTTOM REINFORCING PROVIDED IN LINTEL 8' NOMINAL WIDTH (VARIES) SAFE LOAD TABLE NOTES I. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must 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 1_/360 vertical deflection, except lintels Il'-4' and longer with a nominal height of 8' meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1, 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 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 I. All values based on minimum 4' bearing. Exception: Safe loads ror Unfilled lintels must be reduced by 20% if bearing length is less than Safe loads for all recessed lintels based on 6' nominal bearing. 2. N.R. - Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addlonal reinforced masonry above the precast lintel. 6. One 01 rebar may be substituted for two 15 rebars in 8' lintels only. 1, The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. g, All safe loads in units of pounds per linear foot. A R C N I T! C T 8 6 De sign In 1441 N, RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www,abdesl8ngroup'com AA M: 0003326 E y m 0 h O F a F eUNWIV ae SILVERADO LO T 15 BLK 6 FROJSC'1 �I 04128.000-01561 MODS 4EHB "2605-HAYDEN" GARAGM leWMG- LEFT AAGZ- SAFE LOAD TABLES 150 MPH EXP. B _A DRINT A11/08/17 SCALl: 1/4"=1' - 0" alum" 1 B.1 e 11 2T-I" OVERHANG OF ROOF ABOVE m EGRESS (2) 3052-SW LIVING BEDROOM #2 ROOM CLG. 12' -B' N_ 2l' 3'-8" 5'-0" T-10"., Y-8' MIN, ® S• iSTAIR DATA ® TREADS15 -I* NOSING 0 SOLLARD 0 PER GARAGE CODE ---------------- 0 0 PATIO ------_------ 10'-2 CED 6066 5GD I I _ RROOM I I i I I I C.Iv. 9 9 A 1 vl II • I I• O �� 1 II • 0 lr— I II o -.I 9 I K TI CHI = I 8'-S' CLG. 2 8 rpppp— — 7c L - N 3-SH { 0 8" ITV 4'-0" O III Q ul e e III FLEX FOYER III 8'-8' CLG. II'-4' FIRST FLOOR PLAN NOTE: -2-B LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-0 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 R302.3.1 OF THE FBCR 5TH EDITION (2014) EXTERIOR MASONRY WALL BRG, HEIGHTS W-8' BRG. LOAD ® L UN.O. ON PLANS SQ.FT. CAM'S 1ST FLR LIVING 1104 SQ. FT. 2ND FLR LIVING 1501 SQ. FT. TOTAL LIVING 2605 80. FT. GARAGE 43-1 SQ. FT. PORCFI 43 SO- FT. TOTAL 3085 SQ. FT. PATIO 60 SQ. FT. DBL. TOP PLATE 0 m BAR DETAIL A SCALE: I/2'•1'-0' COIPOIBR AND CLADONOIND LOADS SAW WIND EIPOSIIIE FOR S IEYXAD Gsrs OPEWIGS SQUARE ZOIE IS) WH NND MA FBIA= AND TYPE FOOTAGE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA SIGD. MIN, 41 5 23/-29 CRITERIA 16010 O.H.D. 112 5 21/-25 BASIC WIND SPEED MPH - 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE FBCR 5th EDITION (2014) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONBROLDME 071 A R C R I T R C T S 6 Ggn rousi Inc 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407.7744078 www.abdesigngroup.com AA YN: 0003325 F b y h 2 y 0 F J sumoxv.xovil SILVERADO LOT 15 BLK 6 0�41288..000-01561 MODS 4EHB "2605—HAYDEN" GARAGN ew1NO: LEFT PAG& FIRST FLOOR PLAN 150 MPH EXP, B r ARCFi17ECT� STATE^OF FLOE A A 0 23 m DP � 11/08/17 SCAM 1/4"=1'-O" ✓si�T 2 1 1/2" MIN_ WAN0RAIL 0 _W IU/ 2X4 RE-I*;;R NG THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 112' AS PER FBCR R310,B2 NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTIC DIAMETER OF 1#'i 2' OR A NONCIRCULAR CROSS SECTION WITH PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN E A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4' SHALL HAVE A MINIMUM RADIUS OF I/S'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 5 FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN AN DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATIOT SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION / F.B.G. 2014 *,HANDRAIL DETAILSCALE: 3/4':I'-0' 42' H. HALF WALL W/ CAP 3/4' TAG SUB FLOOR GLUED 4 SCRLI ED PER FASTENER 8GHEDULE 0-0 3/4' 2NO FIN. FLR 8'-8' BRG. HGT, - PRE-ENG. FLR TRUSSES NOTE: STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) MIN. TREAD•10' MAX. R16ER•T 3/4' 3/16' STAIR DATA: MAX. VARIATION IN RISERSRREADB I6R • 1.54' ADJACENT TO EACH OTHER 3/6' MAx 15 TREADS VARIATION M ANY RISER/TREAD HANDRAIL 10'� 1' NOSING CIRCULAR CROSS SECTION DIA. TO BE 13/4' «I/4' OR PROVIDE EQUIVALENT GRABPAISUTY WINDERS- MIN. 6' WIDE NARROW END MIN, 11' WIDTH • 12' FROM NARROW END 34' MIN. HANDRAIL WT. -ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARS, FBCR 3026. 0'-0' FIN. FLR 3052-SH ci_xnn 30G52 SH (2)3052-SWCHAj4kj UPITAGS IVIN BDRM. CHASEW-O' CLG. DBL STUD _ DBL STUD 5 -10' II'-4° 9 2'-8'-0" 3'-8' 6'-0' BATH #31194,I _ .._. --__ Iti 3- •° 1 42H. HAL ;� y. I LAUN. WALL W/ CAP 8 _0 'L•VIC 4'-10" '^ 12'-0" '^ 4'-0' 3'_4^ 'B LAv. AV. CLG. C' V r--ir—T.1A PT. OPT. ry m i ON. L ro i--'f0' I it I m 0 ,STAIR DATA 16 RISERS a 154• a1 _ '� CL I 8�0CLG. - J9'-0" �n 3-8" _ _ 3-SH �- IS TREADS o 10, W NOSING _ IR-ISH ? 22X36 y 6 p @ ATTIC ACCESS 2'_2• UU iA 2'_4" 13'-8' 6'-6' -10 3 3'-10' v 3'-0' 4'-4" CIV O. 4X4 POST B BATH, 4X4 POST _ - &_Vi' OWNER'S CLG. -' SUITS 8 _(p• CLG. LCHA6E 4 BDRM. #3 J z Q YInlmolcCLc- CZ) 3052-5H 2040-SWEGRESS CID 4'-2' I1'_4' l - - SECOND FLOOR PLAN NOTE: 2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE (2) LAYERS OF 3/4' PLYWOOD SECURE TREADS TO STRINGER OR (2) LAYERS OF 3/4' SUB OR W/(3M 3' SCRELLS • EA U FLOOR MATERIAL RIPS FOR STRINGER UNTHREADED SHANK SOLID NAILING TO EXTEND BEYOND TNICgJESS \\ OF SUB -FLOOR SHEATHING ` /4' KICK 42' H. 1/2 WALL W/ PLATE 11 MAX. NOSING CAP 0' MIN. � STOR. a� 3.2x12 SYP STRNGER REINFORCED W12X4 SPF = Z z W/CONT. BEAD OF L Q SUB -FLOOR ADHESIVE ` W PL-400 OR SIMILARE • U EA HORIZONTAL RUN \ _ m \ 2 X 4 RE-INFORCING m s EA 2 X 12 STRINGER SECURE W/12d 6'-8' O.G. A STAIR DETAIL MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN S' OP EACH END, 32' O.C. MAx e y rA R C R I T E C T t 6 Des Grou LONG WOOD, FL 32750 PH: 407-774.6078 FAk 407-774.4078 www,a bdesigngroup.eom AA #: 0003326 F w y 0 h 0 F—summm da LOT. SILVERADO LO T 15 BLK 6 PROJ)Oa" 04128.000-01561 aeoD�Le 4EHB "2605-HAYDEN" GAZI AGM BMWO. LEFT PAGO SECOND FLOOR PLAN 150 MPH, EXP. B 3TD. CALCS - OFF -RIDGE VENTS ONL REAOFATTlC = 159550. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA • 1585 /300 5.28 VENTILATION AREA X SO, INCHES PER FT.(144) = 76Q850. W. MIN. REQUIRED VENTILATION .5X 760.8 IN UPPER PORTION OF ATTIC 380.4 SO, IN. OFF RIDGE VENTILATION AREA = 21S SQ. IN. PER VENT 380.4 /115 TOTAL N OF VENTS REQUIRED : 3.30783 OTAL MOF VENTS PROVIDED = 4 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THEOVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WAl4 NO OVERHANGS INCLUDED) 8� DECO. DETAIL t1 SCALE: 1/2' 1'-0' 1/8' THICK, 3 COAT CEMENT PLASTER OVER GRADE '0'� FELT PAPER RACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' FELT PAPER 4'x4' GALV. 'L'-TYPE FLASHING SET IN ROOFING CEMENT FIBERGLASS SHINGLES OVER V 2.6 LEDGER SECURED FELT PAPER ON 1/16' OS.15. W/ 1/4' x 4' LAG DOLT SHEATHING OR 1/2' CDX W/ 2' DIA WASHER PLYWDOD SECURED PER 24. O.C. MAX NAILING, SCHEDULE LOU-26 2 6 2x6 RAFTERS ,8'-8' DRG. HGT.. LUS26 W/ (4) 10d's TO LEDGER AND (2) 10d's / TO 2.6 JOIST 2Xh LEDGER W/ 1/2'x8' — THREADED ROD 92' O.C. 2,-m" MAX. BET IN BIMP80N NIGH STRENGTH EXPDXY 6' MM EMD6D. 1121THIC1, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ROOF C S.G.D. SCALE: 1/2' • 1'-0' •/-2�'-'I I/4' BRG. HCsT. ,� — ___ SHINGLE ROOF DECORATIVE 13'-0' 8'-8' 6'-4' FOAM DRAIN TILES s - FYPON IB'X48' 6' RAISED DECORATIVE BAND 4 SHUTTER OR 12 WA EQUIVALENT 6� I 5 �/ 7A , 2' WA W-0 3/4' 2ND FLR A U SIB'-0 3/4' 2ND FLR BRG HGT — — — _ BRG�HGsTT FYPON IB'X(o2' DECORATIVE SHUTTER OR 12 s RA U u-0' 4 WA CRICKET MEQUIVALENT IN 4A 4' RAISED 7was BAND L N WA WAl TYP. 0 wA 4 WA I2 2' 10'-0 3/4' 2ND FIN. FLR p b �10'-0 3/4' 2ND FIN, FLR 7H _ — 11 7Hlo B'-S' BR.'. NGT. A " e WA TYP. A .�B'-B' BRG. NGT. W RAISED BAND a wA OPT. GOACH 1 L4 6' RAISED BAND (TYP.) LIGHT 0 n 0 I 11M WA TYP. 4' RAISED BAND (TYP.) V-0' FIN. FLR. e _ — _ _ �,0'-0' FIN. FLR FRONT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT I�6 W-0 3/4' 2ND FLR hIB'-0 3/4' 2ND FLR BRCS. NGT. — — — — — �BRG. HGT. m' 12 U wA5 U 5 2 _0• WA4 MIN. 14A r A WA42 Ll wA3 TTP. 0 a B — we 10'-0 3/4' 2ND FIN. FLR F�- n R _ _ _ - _ �10'-0 3/4' 2ND FIN. FL { --- 8'-B' W.T. �� 7H WA W IL WA S r ITYP. FIN. FLR REAR ELEVATION TEXTURED FINISH A R C N I T R C T a 6 _ Desien PH: 407-774$078 FAX: 407-7743078 www.abdeslgngroup.com AA M: 0003326 F w y 0 0 F 0 F SLTBDIV. fe LflT: SILVERADO LOT 15 BLK 6 pmojmT# 04128.000-01561 MOD31m 4EHB "2605- HAYDEN" GAatAom BWMG- LEFT PAW& FRONT & REAR ELEV. "C" 150 MPH EXP. B DATM 11/08/17 SCALM 1/4"=1'-0" alEsm 4C ARC N I T L c T a 6 Mr%^Apain 141 N. RONALD REAGAN BLVD.. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA M: 0003325 J ti U O V y w 0 c LEFT ELEVATION TEXTURED FINISH I avanry ae r om% SILVERADO LOT 15 BLK 6 PROJEC 04128.00T*0-01561 Moamu 4EHB "2605-HAYDEN" GARAGR 8WING: LEFT PAGR: LEFT & RIGHT ELEV. "C" 150 MPH EXP. B RIGHT ELEVATION TEXTURED FINISH .. _DENOTE RAT RllN o 10' O/C MAX .. DWM 2Xb SiR MAOC • LY 0/C 1 AX BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING o 4'-C' O.C. BETWEEN TOP CHORD 4 2X4 SYP 02 X-BRACING. REFER TO DETAIL WD5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP 02 OR SPF BEVEL CUT TO TRUSS TOP CHORD W/10d x 3' NAILS 6' O.G. STAGGERED NOTE: REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE 4 REQUIRED FASTENERS. w �4lp IL FT I FT9 — 6 -- �F7 LL LL LL LL II II II II II I II II N M I I I IF T NN N I� II II II II ; ! I H I! II II I !I II III I I I I I III I FTI FTI l l l T (2) WTS-2t LJ ! I ! l OSTTO SLAB (2) 2X12 HDR UX2) JACK 4 — — — — _ _ l2) FULL STUDS EA. SIDE— X -- � LL— _-- • III � !II =E= _ I!I = C �— _ _ — I FTGE2 LL T HUG-4I0lliiEc — ------------------- al� I, FTGE (2) 2X6 LEDGER ■ _ _ _ ■ SECURED W/ 1/4'XW LAC. BOLT W/2' DIA. EGE WASHER o 24' O.C. FRAMING PLAN =4 0'1/22/I6 A RC N I T I C T-S Groqu imn LONGWOOD, F 332750 PH: 407-774.8078 FAX: 407-7744078 www.abdosigngroup.com AA N: 000""_j F V h a V R D) O F O J 'ulmlv. ZIT SILVERADO LOT 15 BLK 6 PAOJwT# 04128.000-01561 MODZU 4EHB "2605-HAYDEN" GAMAGN OWWO: LEFT pAFRAMING PLAN ELEVATION „C" 150 MPH EXP. B ARCHRECT STATE OF FLORIDA A DAM 11/08/17 DCALfs 1/4"=1'—O" aii7emT r DENOTE RAT FAN • 101 O/G MAX .. DENOTE 2m 610ra CK o lO' OC MAX BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 SLOGGING • 4'-0' O.G. BETWEEN TOP CHORD 4 2X4 STP 02 X-BRACING. REFER TO DETAIL S/05 FOR BRACING REQUIREMENTS FASTEN 2X4 STP'2 OR SPF BEVEL CUT TO TRUSS TOP CHORD W/10d x 3' NAILS • 6' O.G. STAGGERED NOTE: REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE 4 REQUIRED FASTENERS. TRUSS TO 4X4 . POST (2) MTS-12 POST TO BLK. HTT-4 TRUSS TO 4X4 . POST (2) MTS-12 POST TO BLK HTT-4 ✓lb ROOF FRAMING PLAN CCA 01/22/16 TRUSS TO 4X4 POST (2) MTS-12 POST TO BLK HTT-4 TRUSS TO 4X4 POST (2) MTS-12 POST TO BLK HTT-4 LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.wm AA M: 0003325 ti w y 0 c, h A F O J u auim as LOT: SILVERADO LOT 15 BLK 6 PROJRCT#I 04128.000-01561 MODEM, 4EHB "2605-HAYDEN" GARAGN 8MMO: LEFT p'TOOF FRAMING PLAN ELEVATION 150 MPH W. B Of DAM 11/06/17 8CAIM 1/4"=1'-0" slmew C CONNECTOR SCHEDULE CTROL DATE, 01-00-M SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-I0 1625 (0) 10d x 1 12' I -PLY, (6) 16d 2-PLY, (USP, (10) 10d X 1 1/2' - NO I6d OPTION) (2)META-16 198s (2) HTA 16-IS 2800 (10) IDd x 1 1/2' I -PLY, (USP: (10) 10d x 1 1/29 2515 (14) I6d 2-PLY (USP, NO Ibd OPTION) HETA-16 1810 HTA 16 laic (9) 10d x 1 IR' I -PLY, (8) Ibd 2-PLY USP: (W) IDd x 1 1/2', NO 16d OPTION HETA-20 1810 HTA 20 1810 (5) 10d x 11)2' I -PLY, (S) I6d 2-PLY USP: (10) 10d x I In', NO Ibd OPTION >- w Z (2) HETA-20 2035 (2) HTA-20 3230 (10) IDd x 1 1/2' I -PLY USP, (10) lod x 1 1/2' 2500 (Y2) Ibd 2-PLY (USP, NO I6d OPTION) O LG7-2 250 LUST-2 1550 (1) - 1/4' x 2 1/4' TITEN, 2 (USP: BLK (5) 1/4' US, WOOD (I6) Icd V) DETAL-20 24M DWTA-20 2430 (18) - IOd x 1 1/2, I PLY MGT 35" MUG7 4115 (U 5/5' A.TR IN HIGH STRENGTH EPDXY (MIN. I2EMBED), (22) IDd TO WOOD (USP: (28) 10d TO WOOD) HGT-2 • 1098o HU3T-2 9190 (2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (16) 10d TO WOOD (USP: WOOD (a) Iod) HGT-3 • 10530 HUGT-3 9860 (2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (U5P; WOOD (S) Iod) LGT3-8DS2S 3285 LUGT-3 3525 (12) SDS 1/4'x3' TO GIRDER, (4) 3/8' x W TITEN HD TO WALL (USP: CONC. (4) 3/8' X W UIEDGE BOLT, WOOD (@) WS25) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) 10d x 1-1/2' (USP; (10) 10d x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (I) S/S' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-BD& I/4'X3' TO WOOD (2) VGT 11E3 NO USP CONVERSION FOR 9MP80N (2) VGT) (2) 5/6' A.T.R. IN NIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY MTS-12 1000 MTW 12 1155 (14) 10d x 1 1/2' (USP, (14110d x 1 1/2', (14) 10d) HT9-16 ISO HTW Ib 1260 (16) 10d x 1 1/2' (USP, (16) Had x 1 1/2', (16) 10d) HT9-20 1450 HTW 20 1530 (24) IDd x 1 1/2' (USP: (24) lod x 1 1/2', (20) 10d) HT9-24 1450 HTW 24 1530 (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2, (20) 10d) LSTA-12 •• S25 LSTA 12 930 (10) loci Usp: (10) lod LSTA-18 •• T235 LBTA IS 1235 (14) kDd USP; (14) 10d MSTA-IS • 1315 MSTA-18 1310 (14) 10d USP, (I4) 10d V) MSTA-24 .• 1640 MSTA-24 1640 08) Icd USP: (I8) 10d d MSTA-30 « 2050 MSTA-30 2065 (22)10d USP: (22)Od < MSTA-36 .. 2050 MSTA-36 2065 (26) 10d USP: (26) Od I— MSTI-36 3a00 KSTI 296 3890 (36) lod x I IR' USp: (36) loci x 1 1/2' N M9TI.48 5065 KT&1 248 5140 (48) 10d x 1 I/2' USP: (40) 10d x 1 12' H6 %so LFTA b 1210 (8) Sd TO PLATE$, (8) ad TO STUDS (USP: (16) Od x 1 1/1', (16) ad) SP4 Bob SPT 4 945 (b) 10d x 1 12' TO STUDS USP: (( ) 10d x 1 12' TO STUDS A34 395 MP 34 3SO (4) 8d x 1 12' TO BEAM, (4) ad x 11/2' TO POST. USP: (4) 8d x 1 12' TO BEAM, (4) Sd x 1 12' TO POST. HCP2 645 HHCP 2 Boo (12) 10d x 1 12' USP: (I0) 10d x 1 12' TO TRUSS, (10) 10d X 1 12' TO PLATE H10A 1140 RT I&A 1300 (I8) l0d x 1 12' USP: (9) I0d x 1 12' TO TRUSS, (0) 10d X 1 12' TO PLATE VGT 4 HDU4 4S40 PHO 4A 5215 (16)-606 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 12' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP, 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) W63 WOOD SCREWS VGT A HD16 4940 TDX 10 10140 (16)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSNIASHER2PLY USP: 1/5' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS ABU 44Z 2200 6665 PAU 44 2535 6115 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12) Ibd TO WOOD USP: SAME AS SIMPSON ABU 66Z 2800 12000 PAU 66 23W 16005 (1) 5/8' A.7R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12)lbd TO WOOD USP; SAME AS SIMPSON LTTI9 *44 1340 LTS 19 1205 (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CCNC, (8)1od TO WOOD USP: SAME AS SIMPSON O = LTT205 •.. 15" LTS 20B 1105 (U 1/2' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (10XDd TO WOOD USP, 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 1061, (10) 10d x 1 1/2', 2.12' U Z HT74 4495 NTT45 4160 (1) 5/8' AT.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONC, (10) MAC X 112' (USP: (20) Ibd X 2-12') USP HAS MORE NAIL OPTIONS, (20) IOd, (20) 10d x 1-12', (20) I6d x 2 12' Q HTTS 5080 WTT45 5005 (1) 5/W A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONIC., (2( ) I6d X 2 12' (USP: (20) 16d X 2-12') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) IDd x 1-12', (20) 16d x 2 12' W1 11-SDS 2.5• 11010 UPND 11 143W (1) 1' A.TR IN NIGH STRENGTH OD EPDXY, (MIN 10' EMBED.) IN CONC, (24) SDS Yl' x 24' WOSCREWS (USP: (24)1163 WOOD SCREWS) HD1B 6645 TDX ID 10140 (U 1/8' AB. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (3) 3/4' STUD BOLTS 7O WOOD (USP: (4) 1/8. BOLTS) (A MBHA 3.36/11.25 21415 5330 NFM35XI2U 2580 1130 $41PS014: (IJ 3/4' ATR IN W*W STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMW. TOP, (V 3/4' A.TR IN HIGH STRENGTH Epoxy, (MIN. 6.15' EMBEDMENT) IN CML. FACE, (18N0d TO BEAM USP: (1112' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LE88 THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHE:AD DYNA BOLT SLEEVE ANCHOR OR EQ W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. LJ U' NU9C412 (WOOD) 3635 2660 (FLR) NU94121F 3060 2110 (FLR) (lo) I6d TO HEADER (10) I6d TO WOOD USP: GAME A9 SIMPSON 3265 (ROOF) 3325 (ROOF) Z Q HUC410 (CMU) law 4WO HD410 IF 1305 5000 (15) 1/4'. 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD, (USP; (10)1/4' x 3' U193 SCREWS, (10) 10d TO UICOD. USP (20) 3/16' TAPPER., (10) 10d TO WOOD = HUC210-2 (CMU) 1800 5085 140210-21F 1305 5000 (16) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO UIOOD, (USP; (10) 1/4• x 3' W93 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER., (10) IDd TO UNOOD HUC210-3 (CMU) law 5085 1-IO2I0-3IF 1305 5000 (16) 1/4'. 2-3/4' TITEN (9 PER FLANGE) TO CHU, (10) 104:4 TO WOOD: (USP: (10) 1/4'. 3' U)33 SCREWS, (10) Oct TO WOOD. USP (20) 3/I6' TAPPER•, (10) 10d TO WOOD LGUM26-2-9D9 1430 9595 LGIA'126-2 2125 6065 (4) 3/8' x 4'' T17EN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SD9 SCREWS TO WOOD, (4) 3 X 4' T•t 3 WS HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. • W14ERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID w/ GROUT. • 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CJU ONNCTION UNTH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS RECAIIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. .• MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' LIU H 0 ATR • A-301 ALL THREAD ROD (size, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 16 USED. WHEN U81NG STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTOR&, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGIb, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SAS-2012 A USP STRUCTURAL CONNECTORS 20115-2016. SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 6 5'-4' TO DBL 2 x 10 1'-0' TO I0'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOU.N STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 V-0' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0' U.N.O. 4'-11 12' 1 1'-II I/2' AND UP NUMBER OF HEADER 5TUD5 SUPPORTING END OF HEADER I 2 3 NUMBER OF FULL LENGTH STUDS I 2 AT EACH END OF HEADER 3 2 x 12 m SYP) 1/16' OSB NAIL (3) 12d 6 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 WALL. • TRUSS TO WOOD FRAMING SHALL BE MTS-12 3, TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-126 HAND DRIVES s EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS, 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. &.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. '.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. A I C H IT ICTS" 6 GrMsi ,n 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 www.abd'esl$ngroup.com AA M: 0003325 W v 0 a v O F O mm F r UMIV. cis LOT: SILVERADO LOT 15 BLK 6 PROJWT# 04128.000-01561 MODIM, 4EHB "2605-HAYDEN" GAISAZIC 8WDf is LEFT PAO& CONNECTOR SCHEDULE 150 MPH EXP. B ARCHREGT: I D TO 11/08/17 190ALM 1/4"=1'-0" WEE" "7.1 A R C N I T E C T 3 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -y D v 125V OUTLET 20 AMP 66XJ.E FOUR 110V OUTLET 110V OUTLET N - OUTLET WIMD TO&WTCN CTFI IW7V OUTLET EQUIPED Ul~ FALL MERPRR rTM1FER ROPBTAIT T"V) aQ 220Y OUTLET 1 1.1 WRE CONiCTION PATIO QITLtTrz t "Rims R OWTC4 zz SWTCN 3-111.4T OPEN / FF �4 OUTCH 4-WAT OPER 0 DIN F Lartnal++R° PRE -WIRED LI DING RNG CLG FAN 12 CEIL2JQ1 LkEFIt Y`C z — )._•�- � PRE -WILD 110,� VP inl PRx \ \ CLG PAN 1 \ BEDROOM2 \ /t\ `O' RECESSED CAN \ \ veNT. PAN 1 Cm PER eG1 n. O i � \ SWITCH IN j CABINET 1 F uwLRwt 1 rnT FRR eo. n. \ 1 \ OUTLET TO 2ND FL. \ FOR DW t / reFsce tea eT 5 O SWITCH \ 1 FLuo4ee NT 2UA2AP BATH #2 ANIOIND FF- !_ i A- PLUOPO -04T v 41 1 r — — \ ) lUTCHE Tb TRACK L2N1r -_ _ / GFI o PANEL ulH - PAN. GARAGE• ® I// s>�R OPT METER DOOR 1 5/CO GFI � REF �. eATT. e,oc-u• I O S.D. a'� DETECTDR CON1D. BOLLARD f = _ _ - L r WALL rlowaD e,sn mrx_1r AS REQ. I — _ 7 — IJ 6'IOKE DETECTOR PER BLDG. CODE / III ®S/co e.012 DffmcTOR COIEO "': aE A DISTANCE CF NOT LESS THEN 4' / I III \ PRE -WIRED CLG FAN F-WEND LE41T METER FD O�RLT l�T sAa FVERIIFUj FY KEYLESS jo�ELEFHD. �.« LOC. d PlxruRE \\ !II FLEX IRRIGATION ,Il, GFI FOYER \ III W4 RATER 'RATER TOEEEL.VATED OUTLET s (LV GARAGE III D1eca+acT 4 APf. DOOR I III A AM CONOM NO PREWIRE DISCONNECT ( 1 �N. TELEVI610N .TACK GARAG —_ — TO ea SUPPORT o IN -eox ACCORDANCE V aDx / I P.B FOq NAMED AS OWN FOR / GHIME51 QEA19 FAN)LI(IM °x AI5 P R H MARKPLCOm ED AD 611CM FOR — — — — __ — — _ — _ _ — _ L__ ROOD LKWT /-----------------� a opr. sEarteTT COACH nnT•AD LIGHT Fa. nrweunoN FqP CNmEe •-�C• uea FDRt LOCATION OF -T JACKS /PHONE OUTLETS FIRST FLOOR ELECTRICAL PLAN FANS TO BE VERIFIED 6 HOMEOU.NER PRE-CONSTIa1CTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION C2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI 6 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 MW13 FBCR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR STH ED l2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2ID14). FOR VENT OR MICRO I UNIT - NEW G-MART LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE b2) HOUSE PLAN: 4EHB HAYDEN MODEL LOAD INFORMATION VA MIS RO R OENmfAL LIOXTONI X 3 VA PER 6O iT T616 P QD AYP APPISANCB CIRCIIR AT IDOO VA G 6000 I LAUNDRY COB'VR Ifi- 1 RANOE AT NAYS PLATE MMO OR COOETOP/OVEN 32000 1 HATER NEATER 4600 ! DMIMARNER 1200 I OIAT'D® DRYER 6000 I DWF06AL 600 I MCMWAW Ie00 1 REFRIOERA'NR MOO 6URTOTAL OF OENBRAL WAD 9e61e PD9T 10 KVA OF OENBRAL LOAD AT 100R 0000 FXN RR OF OENERAL WAD AT 40R 26215 VA x .4 11266 TOTAL NET OETODiAl WAD 2-%o 2.6 TON MAT FU (R/ S" IDDa1DENCY HKAT STRIP) 21 AID' x 240 VM --- - TON COOLINO 6YBTBN 40 AMP x 240 VM • 660D NET OXNZRAL WAD 1 212" NET TOTAL NVAC 0600 TOTAL WAD 60ee6 CALCULATED LOAD FOR SERVICE 20666 VA/240 V- 32R AID+ 150 AMP SERVICE •TIO CAGE 6CBNARID - NIGI RVAC WAD mm FOR cMCULAT10N6.- NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 VA 3000 vA a 100%, REMAINDER a 3551. NET LOAD: 6,949 vA RANGE: 12,000 o 10% 8,400 VA DRYER: 5000 0 10% 3500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 0,489 / 240 • IS A -2 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 3A2/0 CU, THU.N + 1% CU IN 2' CONDUIT OR 3 A4/0 AL, THU,N + 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 120/240 VOLT GENERAL NOTES: M ELECTRIC METER IN I PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH PANEL EDITION (2IDI4). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENT5. 6-A-P B. ALL CONDUCTORS SHALL BE TYPE TW14N/THWN UNLESS MCB NOTED OTHERWISE. TELEPHGNIE SERVICE GABLE TELEVISION ENTRANCE SERVICE ENTRANCE QUIPMENT EQUIPMENT POWER COMPANY TRANSFORMER INTERSYSTEM BONDING TERMINAL AT LOW GRADE VOLTAGE CONNECTIONS PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 -2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 1 •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD Ggn rousi I2ID 31 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407.774-4078 www.abdesigngfoup.com AA S: 0003325 O a 0 0 aysaiv & LOT SILVERADO LOT 15 BLK 6 PROJECT# 04128.000-01561 mopmu 4EHB "2605-HAYDEN" GARAGR DWUM: LEFT PAGM FIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B DiUNT A 11/08/17 aCALM 1/4"=1'-0" a��r ELECTRICAL LEGEND SYMBOL DEFINITION NOTES MY OUTLET 20 ANT DOLE POLE WV OUTLET IWV OUTLET N Or OUTLET WRTA TD BWTCN GPI neV OUTLET go'"' "G o PAU NTERPTER (TAMPER ""YAW TTPEJ 220V OUTLET (QUft CONISCTION Iu�p� EXT."TEIVRDDf GROUND FAULT GPI OUTLET NTER PTER OUTCN -ITC. S-WAY OPER Wd SuTCFI 4-WAY OPER i_.oWALL MuNmD �J LI6M CEILWG LIGHT VP PRaGP �011 LKAIT `O` RECEeem CAN WALL SCOKx PRE -WIRED VENT. PAN I CR1 RR e0. FT. V . PAN W 10NT I CRt PER 8G PT. 111 V (DT SPECe pD C6 Ti! I F1ua=ec 7 2-dxe u.RAr AROUTA _ 2. RuOREecow 4' muOREeCENT 4- TRACK LION? © PANEL METER • 9.D. W.CKE DETECTOR 64Ti. eA[K-11 YK.tlABQLlBL W MONIED eATT do;-� aD. eN'IOO K! DETECTOR yy.y ® S/CO $MCKC DMCTDR Ccy.eo LATER- CTED SHALL OE A DISTANCE OF NOT LEGS THEN 4' PDIDAM LIGHT ``�� OAS (1/ OUILfLET ► vzLEmwcNE JAOK —D NEATER DISC'LfmROT to e! !�lvAtlD ---..-..— JAOC 1 o 1 J-- DANCE OV;"& MARKED Ae SUCH FOI! ROOD LI OPT. SEO11lITT KCITAD Pa PUSN.eu TON POR comae um POR 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 C20W). 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 O° SECTION MISO13 FBCR 5TH EDITION (201dJ. 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 £D (20I4J. ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS O° THE FBCR 5TH ED (20W). SECOND FLOOR ELECTRICAL PLAN A! C N I T E C T a Design Grou r LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA A: 0003326 F W y V v yO C CJ y O F O streaiv. as LOT14 SILVERADO LOT 15 BLK 6 P"" 04128.000- 01561 mono d 4EHB "2605-HAYDEN" GARAGm BWMG: LEFT PAGI: SECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B DA 11/08/17 sCAM 1/4"=1'-0" mime" HVAC NOTES 1, ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER 1 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 t MASTIC. AND PATIO INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 101 CLASS I AIR DUCT AS PER NFPA 90A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. 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 1 I 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION (2014) MECHANICAL DI N�NG CODE 603.1 VI 8' 9/A ! M T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE I FROM ABOVE ! MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 403. BEDROOM #2 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE I RETURNED, TO EQUAL AIR EXHAUSTED. I II li 12XS I Ili S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBCR 5TH — — — — — — ----------I-------� I - — — — — — - II I2 EDITION (2014) MECHANICAL CODE SECTION 601. — — n } II XIS 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 14Xe, - PASS 12XI2 II N _—) 7HRU 1! T ! I II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL, FANTECH 110 r I — `t -------------------A ro I L DBF DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ----- O I II I KITCHEN O I I STIOR• I I ! I � NOTE. I ALL HVAC TO HAVE PROPER O PANS W/ DRAINS ATTIC 0 r , PAN. ---11 L J CEILING EXTERIOR WALL 1-01 O O - - - - -- aX - r PLENUM T y AIR RETURN 12X8 SUCTION AND LIQUID 8' FROM AIR SUPPLY y REFRIGERANT LINES ABOVE W EXTERIOR WALL AIR HANDLER 9X9 _ r I 3/4' PVC CONDENSATE DRAIN LINE wIII FLEX FOYER pl EVAP. TRAY:�� y PVC SLEEVE TO LINES BELOW SLAB III T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT W TRAP DRAIN LINE AND TERMINATE GARAGE IN AN APROVED DRAIN, AS PER - - - FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 3012.1.1 HVAC DRAINS - - _ PORCH I I FIRST FLOOR MECHANICAL PLAN SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG I I INSIDE I CAULK J FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 SERIES NICKEL BRASS TOP P.V.0 OPTI/SPEC IV. SEE aITE PLAN FLOOR SLAB CLEAN —OUT (TYPN ) TS COUNTERSUNK C.O. PLUG SEE SPEC. -----�l- - - - - - - - - I'-8'x8' coNc. FIN. GRADE OR PAVING — FITTING OR I I EXTENSION TO SOIL OR WASTE AS __ REQUIRED I I J I y _ . INV. BEE � �--79ITE PLAN NEXT. GROUND CLEAN —OUT (TYPN) SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCCNS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) �SXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD s 12' FROM STRUCTURE LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK - BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT CIA OUTSIDE AIR 8 THERMOSTAT m PASS-TI-IRU AIR GRILL ANCNITIII CT! 6 GpWO.nr- 41 n N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003328 F h 0 a 0 F O svlmrv. as L071 SILVERADO LOT 15 BLK 6 PRO TO 04128.00 —01561 HOD1gLe 4EHB "2605—HAYDEN" GARAGM BIFMG: LEFT r FIRST FLOOR ECHANICAL PLAN 150 MPH EXP. B ARCHRECT. STATE OF FLORIDA C DrRINT A11/08/17 OCALR 1/4"=1'-0" srEmw 10 SECOND FLOOR MECHANICAL PLAN A R C N IT-1 C T R 6 Grpoeu.! ,n nm 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX 407'7744078 www.a bdeslgn9F0UP.CDm AA N: 0003325 F y V O a y O IN I SVSDIV. N LOT: SILVERADO LOT 15 BLK 6 PROJWT* 04128, 000-01561 moamU 4EHB "2605-HAYDEN" GARAOZ DWINd: LEFT PTPCOND FLOOR ECHANICA PLAN 150 MPH EXP. B AA6W T STTA F OF FLORIDA DATM 11/08/17 8CALIM 1/4"=1'-0" Rr llmzT 11 ru •B Remise veRrlcaur W coNc. IPR CCLL !B GiR1Y COO! PCRFG Pde NBILATKM R-viUiO tp(tl!®PWbI BeaAR I.T. eT. nAn TO GONG. W 8[CUI! P.T. pT.'LAn TO BLAD W 4' COND, RlN. LLV 6116' WA%BA/m YW GN W ��I ••MK DOLT eTNTLOd vAl'OR RETAII n r M l D GLIAN PLL TOMIIf L ¢ •• P'II - y 9 vJ' 6TI. Yt OD. Vd'lflm' ANCNCR eWLT w 2• uW91 E. T' p•!!D. MN . 3Y OG. M4N. U]'xW ANPIOR DOLT 0 ]' Y k 1. OpD. MN . D]' OG tMx eeaPe I.T. M. PLAn TO NAG W (!) Imd M0001RY 1YLL• + 9]' OG. ]I/ .• TwIX ]BOO IM • L DArO CPC. BLM RCMIGRGID Tmmin $"� L l� TRSAtI•I!M pIWLL N IORA-GARB RLGAR M W.n10 L 3d eoIV&a NOB •"`'"'^"""" � -Tye m'•O' WK RR THICKEN EDGE 4 BOALO�IR'•I'-•' • • • a . •• ♦' CMCr R1N. W 1'"b' Ye mNAM 'U1 M •-MIL POLT ETHYLENE .' cGNC. REN. W •46' N4)eIIIM W W M 6•M0. IPIXYlTNTL.Elet vAIOR Y CONC, RLN. W iMi' WAxW4m tl4M M •-MIL IP.Y eTM'LB! VAPOR gTAImeR /' CPC,1@N. W b ' W MAV W W M IDLY A!•OR RlTAROER M < PlLL•CP•B•KTW CLOAK WLL F'. 11lTMDOt M Y!LL-CPTnGI[D L T Clem PLL TCRitt! TIC rlwl ONALL f �+ M YFLL-CPTKI® CLEAN H.l. nRtln 6 TWAMM 6N DC OORA.CrII! ••M0. lTNYLCN! VMOR Y RHTYmeR M YILL-CGMK1® Vd' RADL10 1eR,In TI•lAfieNT eNI No n U a• 4 0' eatA-D'� m U I'-m' WLL m � CLEAN T U IMAM BNALL s / °I . 4 e a []�AR®M M Ift f ])'B ReGAR M CNANO nl •B IeEeAle M CNABTB 0 a []) 2 RCGAR M CW.NM I(.{, N • 4' CPC. REN.W •Sr•' LLlOOnM YOM 1 a ". y D' MN GELCYI MUM1- M MK roLY EtNTLl1! VMOR MT.11mER M LLOLL•CpTACTlD CLOAIJ - a s WLL Ts-n TlfaTnadr •HALL CH 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING MPO '� eORTEP W/ BLOCK WALL i acue: n•.r-a 2 AT L B. W. W UPLIFT ecALn v]•.r.m 2 AT L B. W. SCALE, 12'.P-m' 2I AT L.B. W. W NO —UPLIFT BGALE. u]'.r m' STAIR DETAIL GARAGE STEP—UP RIa NG 5 NON -BEARING 3 i I.1•m' B11O0 WOO. MA% ru s IaeAR vERrlrxl.Y W cPs. POVR fl1L ! VI' LGAD Q 61MADO vARlee wTu NOIe BCCILeC It. G1. PL.An 10 BL4D W m V1'x!' ANCIKJR eO1.T W Y YIABIIR T' BYGED. MN . !]' a MAX b w . A-! ARA6f vARR• ertN NorE •LPBee I.T, m. Iun TO NAG W 1Id'X•' ANCNPe DOLT W ]' WlBLB1R l• Wow. MN . !]' OC MAX B Vd' • 1lAD CP MRAAE vARlei ueru NP•E M%M P.T. GT. -An TO NAG W MASONRY NAK . 9]' OO. MAX VARff1 IUIIN NPS swP I.T. MT. m 10 NAG W MASONRY NAIL • 32' OG. MAX C%tEKJOD NAD I N' CURD IiIONT VARIei V]' RECOBB POR SN ICe •' cm �_ a J f CURBI KOM VARI[B • ° .• CMG. ReN. W •'vi' LLUNIA.1m VOI'T TTTTTT�� M • I. POLY CINYLBa vAINOR - •� '• .• CPC. REN. IV~ ueA)bRAe tlLV•t M b-19L K y CTI vm vMOR 9 • °. +• CCNC. RE N.W 11•' WA)aW+o Y.YI.1 v M i-MIL POLY ETNYLQ! vAR'IR a ¢ L 0 • A a p +' CONC., REN. W bs�i' wbEW+®W W - , • M •.MIL PoLT ITNYLCNE vNVI! m 4• CONE. IEN. W b'M' WAMIIIAm tlIV•I M •-MK I0.Y NTNYLBX vAIPe b We InTARDIR M u4L-Cd•IIACTID L Q.IAN WLL 1eR'MTC T1a4T1lNT ONALL a• @ GORA•CNBY V MTAI I M W"-CC i AC"o 4CNi m i PILL TCOMIn TRCA O L Ge pORA-CJIQ tt WTAROIR M YG .ompACTeD Me- m WLL n m TRE4T'GNT epA.L Ge a• 0' a CCRA-GAIB! � .• CPC. RCN. R 6 U Y&4>a140 W W M i.Wl POI.T CTNTNNC VAIPb F O 16TAIOile M YELL-CP•rKTED CLiYI IIAT AT BNALL G[ IRTARD[R M LLILL•COMIACnD CLEAN • e RILL Tel n TR ATM@!T e L M GORA-CARe K R:4YmeR M Y L- ACM GLgAR PLLL TER11n TI�ATI'!D!T /Fl4l.L M GORA.CM! C (](T ROGAR M .IIAl1Y r!) � REeJR M ff1AlIN r]) a RIGAR M CNAB•! f]IT MEiR M G411tl F 4' e' 4 lt� b RCMR M CWXb o I-p. [!/•B RCDAR M MAIRi m � m U GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE TOP —UP 2—STORY LB.W. SLAB AT GARAGE 1—STORY FOOTING %61 L B. W. W/ UPLIFT 6 A 2—STORY L B. W. W UPLIFT 66 L B. W. W NO UPLIFT �r1 W/ NO UPLIFT 7 SERVICE DOOR �Q1 AT GARAGE SCALE: I2'4'-m' SCALE: I2'•1•-0' UL' eCALE: I2'.1'•m' (U 4 RiGMe vOMk:ALLT W CMC. POUR qLL s•P•U (U 911eGAR VORTICALLY W CONC. Poles cttt a cues ueaur vA]Nei see eNelalY cone POI•M PM MRLATKM R-vALlii L a - ¢ p 4' CONC. RON. W •1•' Y]4WNA0 - Z n%NImD ININI � � � YYM M •-MK POLY lTN1'Lel! L VAIq! 11lTAlmlR F a � 1' CtV - 7 = YOLL-CP•PACTED CLEAN RILL ` 0 nlf•Yn TREATMbR B114L.L G! pOR'4 "� IRCebi Pqe � 06D. TR4CK PNYMJ FLOOR L W;Cp GABe • O m GRADE RXY?rLVvARIE63' IP.Y [TNTIe!! VA1VR eCR4-CARD RIM m d-• •.MIL POLY ETIIYLMI vARle RETARDERb �4­* a' C9NG. REb-MK RCeAR M CNABeB .m IIU.AtI'OR BWYL C! DORA•CAIIE In \ m a rD �A RIDAR M CHAll10 % 2—STORY FOOTING _ 2—STORY FOOTING A AT GARAGE 9 CONCRETE PAD SLAB 1 O GARAGE DOOR FOOTING SHOWER RECESS FOOTERL 12 ��1W/ BCK WALL SCALE: V1'4'-m' xxsr.r-m• 11 ecALe: IR'.T-0' BCAL6 I'•1'•m' 1 � SCALE: ��CAWK AIo K.L aR:vTeD eoro GlAM LMe TG vmeT1GAL ReeAR VARlO IeR eLev. � I �' NC NClve POR OAB LNE O'•O' P•L RR ro up1•ZONTAL R[GM W ID' NOIX L TIC VORTICAL RLGAR A •. qy O NOIO]CMAL 71 PPAED LMCL CPlT. [TYPJ W[OUteD GPC eCAM C - IEMR W b' NOOK VARG• 1'4R eLOV. 'Z.. ►• CMl FlLLOD qLL lTYPJ D � ° } n / 1c VARIb PHR [Lev. _ _ � DI WALL RtN-IIH e4Jlj'XI• ANPCR NI w ra(YX; _7 MKMROD GOIA GCAM I BMN B'!I'GE W]%O'XV•• C uWauele AND NlT x tceD eve PROM UWAW PLooR To eMv eEAn eET M ,worts b' PVG PWBe TM•1 POOTBYi - PRIOR TO PKLKt (iLeeVOD ANCICR M pOLID PDIIe ADgPTAGL! RltROPR) I-BTDRY (])'! ROGAR M CHARD ]-DTOR! rar+ RsmR M Panu EXT./INT. FRAME WALL TO 14 NOT USED 15 BLOCK WALL CONNECTION 16 GAS LINE THRU BLOCK rD4ReeaeveRTwALLYWCONC. Hale CeLL •GALE& V]'•v-m' xe CeeRaT cove PORMD POR NBLLATwN R-VALIBT! i' PTr N' OTT. YL. GD CLlANOIrt RCPIBQD roR mGlecrwN b CLLANCUT RCOVIRED POR MRKcnM YwOD GABE L L A' COIK' mw W •b' WA>4eAm WIM M ••MIL P0.Y OTNTLe1t VAPOR N-m' FN RR = I me L feefARDOR M BtLL-CPTACICD CLCAN PEL lCl•'IRO 1REAlM[NT BIINL CC O'•O' PK RR T! VORTCAL RCGAR ' I i 0 eORA CAIE TIC VEIHIC.4L IICGAR ' rU 9 REGAR BET M bbIPKM ING11 '� 01RENDiN CroxT i' CMeeD. MN , l0 r]) S ReMR . I -STORY - 3 tp ICIOZMIAL ReGARW b' NOOK 2 TO NPtl]LMAL REBWR W b' IwP: L , (3> S RCGM • ]•BTPlY ° aroe3e Ree°u TO (U •B VLI[1. DOYlL LAPIOD W ePlo GlAM T b' IVC CIUBC TMOI POOTN9 - • GC •� Tr. CMTNl01! (V •f REGM AT CORNERS H' MN ro W V m 2 £ • 4' CPC. REN. W v YMNNAm MLPI M POLYy ETNYLEI6 ,•• W LAI a m s �APMMT • LL-Cd•IIACTED 0.edld RU T MEN L� (] ReG.ue M P+AIRB HORIZONTAL/VERTICAL M Ru B A L G[ pRA-G+p MIK CAI 2-e1ORY -° ebl% M GNGN w HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH %i REINFORCING F BEARING CHANGE OMITTED DOWELS A REBAR LAP AT FOOTING B BGALG Nd•.I'-m• AT LINTEL CORNERS OC —mr�r 1—STORY FOOTING D W BLOCK WALL ALL EXTERIOR FOOTERS AT FINISH SLAB'S TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 ARC N I T E C T R 1 6 Grown: All N. RONALD REAGAN BLVD. LONG WOOD, FL 327W PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 F m h 0 cT O y O F O avaa:v. ae Lal SILVERADO LOT 15 BLK 6 iPilEDamc 04128.0--01561 MODMU 4EHB "12605- HAYDEN" GARAQZ gnFMG- LEFT PAGXt MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPH EXP. B DA'M il/08/17 aCA M 1/4"=1'-0" alimm D1 SECURE 2xb MIN. i0 BLK W/ (2))j' ANCHOR BOLT W/ 2' WASHER SET IN 81MP8CN HIGH STRENGTH EPDXY 4' EMBED. 'O 9. SECURE 2x4 ON O FLAT 70 BLK W/ CUT NAILS. SIDES: A 2X6 GARAGE DOOR BUCK W/ (3) )i'X8' J-BOLTS 4' EMBEDMENT MIN, W/ 2'M'X%b WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HOR IN JOINTS PRIOR TO FILLING. I-2X6 PT BLOCK CENTER OF DOOR HEADER W/(U)j'XS' J-BOLTS 4' EMBEDMENT W/ 2'X2'XK' WASHER AND NUT O• NOTES, °o ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT UCK ATTACHMENT SCALE: V2'•I'-0' H q )- -t 2X4X4' SECURE TO TRU99 W/ 3-ud 6'-S' OC. MAX TYP. 2X4 SECURE TO 2X4 BLK W2.12d SECURE TO BLK W/ META-16 7 2'-0" E NSIO Q OPT SERVICE R. SCALE: 12'•I'-0' 2X4 SECURED TO GABLE END W/(2)I2dsEA. UPRIGHT ]XA SECURED TD FRAMED OVERHANG 4 N.TA. %SNOT USED PRE-ENG TRUSSES W/TRUS, CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS • 16' OC. MAX HEADER SIZE PER SIMPSON LOTA-12 • EA. JACK SPAN CHART. STUD, BOTH SIDES OF OPENING. 2x STUDS • 16' O.C. MAX W/ SHEATHING. SHEATHING TO BE DOOR/ WITHIN }' OF WINDOW/ DOOR WINDOW OPENING AND SECURE PER OPENING FASTENER SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN --17 �— CHART FOR DETAILS AND SPECIFICATIOW JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME. USE 12d NAILS, TWO WITHIN 6' — f FROM EACH END 2 NO MORE THAN 11' OC. STAGGERED SP4 OR H5 • TOP AND BOTTOM PLATES • EA, FULL LENGTH STUD, BOTH SIDES OF OPENING, SHEATHING TO LAP TO TOP OF MASONRY WALL. _ SHEATHING MIST NOT 7 BREAK I'-4' MIN. FROM 2ND TYP. EXTERIOR WINDOW/ DOOR FLR LINE. OPENING ALE, I2'WD FRAMED (WW/FLOOR TRUSS) SC•I'-0' FASTENER SCHEQULE ROOF DIAPHRAGM USE 1/16' OA$. OR 12' CDX PLY WITH'S RING SHANK GUN NAILS AT 4. O.C. AT SUPPORTED PANEL EDGES AND 'S RING SHANK GW NAILS AT W O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 'S GUN NAILS • 4' OC. EXTERIOR SHEATHING USE 1/16' CAB. OR U2' PLY WITH'8 RING SWANK GUN NAILS AT 6' OC. AT PANEL SIDES AND 'S RING WITH GUN NAILS 4' Or -TOP 4 BOTTOM PANEL AND'S RNG SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE ST TOP CORD BLOCKING AT 4' ad ROUNDMODIFIE 2 3/8' .113 110)D00 OC. MAX N FIRST 2 FRAMING OR T NOTE: NAILS TO BE M11- BY MEMBER OF INT. STAPLE, NAIL Y TOOL ASSOCIATION 1. 0.113 INCH NOMNAL SHANK DIAMETER 2. RMC DIAMETER OF 0Al2 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0380 INCH FULL ROIYHD WEAR DIAMETER 5. 2 INCH NAIL LENGTH ROOF SHEATHING LAYOUT AND ENDIUALL BRACING FOR GABLE END FRAMING SPACES AT EACH END. RAFTER EA TRUSS W ROOF SHEATHING 0=11IIIIIIIIIIIIII��w �=�� iI BUILDING LENGTH 1 STICK BUILT WALL DETAIL NTA, ape • EA. STUD TOP Y BOTTOM PRE-ENG TRUSSES W/TRJSS CONNECTOR UP TO'1,000 UPLIFT DOUBLE TOP PLATE SIMPSON META-24 • EA. JACK 2x8 STUDS s 16' O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN }' OF WINDOW/ DOOR OPENING AND SECURE PER FASTENER SCHEDULE (2) STUDS, (2) JACKS • EA. SIDE OF OPENING JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME. USE Rd NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12' OC. STAGGERED WINDOW SILL W/CRIPPLES 16, O.C. }' DIA ANCHOR BOLT AT Ib' O.C. MAX WITH 1' EMBEDMENT AND 2' DIA. WASHER SIMPSON MSTAM-24 • EA. JACK. SECURED W/ SPECIFIED ANCHORS 2X8 P.T. BOTTOM PLATE WINDOW OPENING ® 2—STORY WALL 'S RING SHANK GAJ NAILS a 4. OL. TOP • BOnOM EOGEB TYP. EXT. 6WIEATHING ATTACHMENT FOR WALL SHEATHING (OSB TO BE STRUCTURAL GRADE) NOTE: TYP. EXT. SNEATNING ATTACHMENT FOR SHEAR 4 UPLIFT (OAS. TO BE STRUCTURAL, GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT • OPENINGS P 1/16' OSB. 2X4 PLATE PLA 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. 1/16' OSB. V2' AB. W/ MIN, 1' EMBEDMENT LOCATE 6'-8' FROM ENDS AND 32' O.C. MAX. TEXTURED FINISH MTS-12 META-ib 32' O.C. MAX. 8' CMU WALL KNEE WALL DETAIL 2 0 LOCK SCALE: 1/2'-1'-0' A SECURE 2x TO BLOCK - W/ (2) }' TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) FlmcuT (MIN EMBED. I I-) $ WITHIN S' OF EACH o END AND 18' O.C. MAX SPACING. OAS. SHEATHNG OR PLYWOOD 2x4 BLOCKS CM) WALL p1 ARCH WINDOW FRAME A _SECTION SCALE: 12'• I'-0' `b RING SWANK GUN NAILS s b' O.O. IN FIELD \ TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (OAS. TO BE STRUCTURAL GRADE) 'S 2' DECK SCREWS • 6'-8' OC. MAX • EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED 'SHAY, TO EXTEND BEYOND' TWIClOESS OF SUB -FLOOR SHEATHIG TYP. 3/4' TYG SUB -FLOOR DECKNG GLUED TO ALL EXPOSED MEMBERS PRE-ENG. TRUSS DBL. 2X TOP PLATE 1/16. OAB. 2X BLOCKING TOP OF 1/I6. OAS, 2X STUDS I6' OC. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRU88 2X4 • TOP Y BOTTOM CONT. W/ (5) 12d NAILS 15L1C WALL I Qj CONTINUOUS SHEATHNG TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK TO OAB. OAT PERIMETTER OF CAB. TOTRUCTURAL PROVIDE CONTTONAIL PATTERN ® REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING • TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN OF I&' FROM SWEET BELOW ® INSTALL ALL SWEET$ WIFACE GRAIN PARALLEL TO STUDS 9 EXT. WALL SHEATHING SCALE: 12'•I'-0' A R C N 1 T E C T 6 Design Grou1YYY:. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-774 4078 www.abdesigngroup.com AA 111: 0003325 F y V O U C cR, N R O F A F au=rv. a L07 SILVERADO LOT 15 BLK 6 PROdl=T# 04128.000-01561 >t[ODEM& 4EHB "2605—HAYDEN" GARAGM NWMG- LEFT PALM MISC. DETAILS 150 MPH EXP. B of D � 11/08/17 aCAlM 1/4"=1'-0" aIi>QST FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R905.2.1 ON a' O.S.B, SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x(o SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN s/8 THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY �sloR iEE ENERGY CODE FORMS :OR INSULATION R-VALUES 'GYPSUM BOARD OR J' HIG TRENGTH CLG. BOARD :ONC. FILLED LINTEL BLK W/ 1) S REBAR CONTINUOUS 'RECAST LINTEL ,EE ENERGY CODE FORMS OR INSULATION R-VALUES IINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) a5 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 0 I6' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1—STORY 1 BLOCK WALL 1/16' O.S.B. OR }' CDX TYVEK BUILDING WRAP FORTIFIBER BLDG PAP GALv'D MTL. LATH 1/8' TEXTURED FINISH 6 WOOD Ye' TO % MID WALL WEEP SCREED ZQ E J -8' CMU -5/8' TEXTURED FINISH 9 MASONRY WEEP SCREED DETAIL @ WOOD TO 2 LV"n u V 1N 1N SCALE: 1 1/2' =1' -0' ( NOT USED a• CMU Y/' DRYWALL 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON a' 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 I' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED (SEE DETAIL 2) SECURE GABLE TO 2x6 P.T. PLATE W/ 12d'a 6' O.G. MAX SECURE 2x6 PT. PLATE TO BLK W/ 1J'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMP50N HIGH STRENGTH EPDXY 1' EMBED. MIN. o 32' OC MAX. %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1'X4' OR I'X2' P.T. NAILER T,4 PT- .TOR V7(4' MIN. SECURE ❑ THRU FRAME 4 EXTEND I-V INTO DLOCK IW 116' TAPCONS OR DRIVE PN MIN. SHANK 812E .146 ,M HEAD SIZE 300 ❑ MIN EMBEDMENT WITHIN S' OF EACH END 4 10' O.C. MAX SPACING DOOR G_: S_ DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +3/4 OR +5/4 �1 WINDOWTO BLOCK +3/4 OR +5/4 C1 SCALE: V-V-0' 2X4: CEO SECURE TO BLOCK W' TAPCONS OR DRIVE PIN (MIL aw" SIZE NHS MIµ HEAD SIZE 300 MIµ EMBEDMENT 116) WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X6: CIM SECURE SECURE TO BLOCK WP-31.' °T OR DRIVE PN (MIN SHAK SIZE .H9 ❑ MN00 . HEAD SIZE 3 MIµ EMBEDMENT I Y.') WITHIN 8' OF EACH END 4 IB' OC. MAX SPACW.. a, CMU 2X& CEO )S' DRYWALL SECURE TO BLOCS W/246 TAPCONS OR DRIVE PIN 1'X4' OR I'X2' P,T. NAILER (MIL SHAHS SIZE J49 DOOR CASING MIµ HEAD SIZE 900 DCOR JAMB OR WINDCW MIµ EMBEDMENT 111 ATTACH TO 2X PER WITHIN S' OF EACH HIND 4 MAMPACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1/2" scALE, r.r-m. 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BR,( IS PRESENT PRE-ENG GABLE TRUSS 2x4 NAILER CONT. 2x4 RAT RUN SECURE m" W/ (2) 12d's o EACH TRUSS TYP. TO BE INSTALLED 10 MID, POINT OF TRUSS SPAN, OR 10-0' O.G. MAX. SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 1' GYPSUM BOARD OR HIGH STRENGTH CLG, BOARD CONC. FILLED LINTEL BLK l (1) 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS a 16' O.C. 8' CMU 1/2' GYP. WL, BD. WOOD BASE 1—STORY GABLE BLOCK WALL SCALE: 3/4'-1'-0' 2x4, IZI SECURE TO BLOCK Wl 9(.' TAPCONS OR DRIVE PN (MIN. SHAYS 6011.145, MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) WITHIN a• OF EACH END 4 B' OC. MAX SPACNR 2X6, CEO SECURE TO BLOCK W12-if.' TAPCONS OR DRIVE PIN NOTE, STRUCTURAL 2X MUST BE ON —SIDE 4 SECURED (MIN. SHAHS SIZE NHS THROUGH NON-STRUCTURAL MN, MEAD SIZE 300 %' TAPCON MIN. I-V MIµ EMBEDMENT I Y.') EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 e, CT1U 10' OC. MAX SPACING. A' DRYWALL 2'O' BEoJM TO BLOCK WR 1'X4. OR 15G' P.T. NAILER TAPCONS OR DRIVE PM 36' CAB. X 4' MIL (MIµ KHANS SIZE J45 DOOR CASING MM. HEAD SIZE 300 DOOR JAMB OR WINDOW nN, EMBEDMENT 1)" ATTACH TO 2X PER WITHIN 8' OF EACH END 4 B' OC. MAX SPACING MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15/16' SCALE: 1•.1'-0' 2X4, CM SECURE TO BLOCS W/ j( TAPCONS OR DRIVE PIN (MIN. SHNJS SIZE 40 MN, HEAD SIZE 3" MIN EMBEDMENT 119 WITHIN 8' OF EACH END 4 *'O.C. MAX SPACN& 2X6,CEM 9ECIIRH TO BLOCK WR-i(.' TAPCONS OR DRIVE PM NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED (MIL SHAYS SIZE 145 THROUGH NON.STRUCTURAL MIµ HEAD SIZE 300 %' TAPCON MIN, 1-Y • MIL EMBEDMENT I V) EMBEDMENT INTO BLOCK WITHIN a' OF EACH END 4 e. GN'9J N'.4' W O.C. MAX BPACIY Y' DRYWALL 2X8, ® SECURE TO BLOCK W'2-v.' OR I'XV P.T. NAILER TAPCONS OR DRIVE PIN I' P.T, X 4' MIµ (MIN. SHANK SIZE J4S DOOR CASING MN, HEAD SIZE 300 DOOR JAMB OR WINDOW MIµ EMBEDMENT I Y') ATTACH t0 2X PER WITHIN B' OF EACH END 4 18' O.C. MAX SPACING. MAMPACTUREB DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +2 1/4" �_ WINDOW TO BLOCK +2 1/4" SCALE, I'.I'-0• FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN OVER 030 FELT PAPER TRUSSES WHERE 'X' BRACING INSTALLED PER FBCR 15 PRESENT RS052.1 ON a' O.S.B. SHEATHING OR }' CDX —PRE-ENG GABLE TRUSS PLYWOOD SECURED PER FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ (2) P.T. Ix2 W/ MTL. DRIP EDGE 12d'e ,s EACH TRUSS 2x4 OR 2x6 SUB -BAND m. TO BE INSTALLED o MID. POINT OF PER ELEVATIONS TYP. TRUSS SPAN, OR 10'-0' O.C, MAX. VENTED ALUM. SOFFIT °H SEE ENERGY CODE FORMS FOR INSULATION R-VALUES STIFFBACK (SEE SEALED J' GYPSUM BOARD OR I' TRUSS ENG. FOR SIZE 4 HIGH STRENGTH CLG. CONDITION.) BOARD O.S.B. SHEATHING OR }' t 2x4 NAILER CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE 2x4 0 24' O.G. INTERIOR ON SHEET D5 KNEE WALL 1/8' THICK, 3 COAT CONC. FILLED LINTEL BLK W/ PORTLAND CEMENT PLASTER (1) R5 REBAR CONTINUOUS OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER PRECAST LINTEL JUMBOTEX GRADE 'D" WINDOW ATTACHMENT AS PAPER OVER TYVEK PER MANUFACTURES BUILDING WRAP (REFER TO SPECIFICATIONS STUCCO SPECS FOR COMPLETE INFORMATION) PRECAST SILL WEEP SCREED (1) 115 REBAR VERTICALLY (SEE DETAIL 2) W/ CONC, POURED CELL SECURE GABLE TO 2x6 P.T. Ix2 P.T. FURRING STRIPS PLATE W/ 12d'9 8' O.G. MAX a I6' O.G. SECURE 2x6 PT. PLATE TO BLK W/ }'x9' ANCHOR BOLT 8' CMU W/ 2' WASHER SET IN SIMPSON 1/2' GYP. WL. BD. HIGH STRENGTH EPDXY 1' WOOD BASE EMBED. MIN. 0 32' OC MAX. %' THICK, 3 COAT PORTLAND AR CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ° F� �o 1—STORY GABLE W/ VAULT CLG. UI—B—p) BLOCK WALL SCALE: 3/4'=I'-0' 2X4, CM SECURE TO BLOCK W/ TAPCONS OR DRIVE PIN (MN, SHA , SIZE AS MIN, HEAD SIZE 300 MN. EMBEDMENT 149 YMTHN 8' OF EACH END 4 B' OC. MAX SPACING. 2X6, CM SECURE TO BLOCK W/2-%U TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST(MIN. KHANS SIZE .H9 BE ON OUTSIDE 4 SECURED MIN. MEAD SIZE 300 THROUGH NON-STICIGTURAL MIL EMBEDMENT I Y') V TAPCCN MN. 1•Y.' WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCS 10' OC. MAX SPACING. 8, CHU 2X8, ® VDRYWALL SECURE TO BLOCS W,7 O TAPCONS OR DRIVE PM I'X4' OR I'X2' P.T. NAILER (MR SHANK SIZE .F45 DOOR CASING MIµ HEAD Slg 300 DOOR JAMB OR WINDOW MIN EMBEDMENT I Y:) ATTACH TO 2X PER WITHIN W OF EACH END 4 OC. MAX SPACING. MFACTUREB DETAILS. MAN -FACTURES NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" E I SCALE: V.I'-0' 2X4: SECURE TO BLOCS W/ TAPCONS OR DRIVE PIN (MIN. SHAMS SIZE J4S MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y') WITHIN S' O' EACH END 4 *'O.C, MAX SPACN& NOTE, STRKNRAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 2X6: ® %' TAPCON MIµ i-Y' SECURE TO BLOCK WQ- EMBEDMENT INTO BLOCK TAPCONS OR DRIVE PN (MIN. SHAHS SIZE 348 a• CMU MN. HEAD SIZE 900 1;' DRYWALL MIL EMBEDMENT I V) WITHIN S' OF EACH END 4 VX4. OR i'X2' P.T. NAILER B' OC. MAX SPACING- RIND 2X SECURE TO 2X8 CEO STRUCTURAL MEMBER W/(2U2d SECURE TO BLOCS W12-%' WITHIN W OF EACH END 4 6' TAPCONS OR DRIVE PIN TO 9' O.G. MAX (MIN. SWANK SIZE NHS DOOR CASING M. HEAD SIZE 300 DOOR JAMB OR WINDOW MN, EMBEDMENT I Y') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 B' OC. MAX SPACING. MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )'49 DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" SCALE, 1•.I'-0' NOTE: PER FBCR W52.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER A5TM D22ro TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 2X4: CM SECURE TO BLOCK UAi TAPCONS OR DRIVE PIN (MIN SHIAK SIZE .145 MIL HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN a' OF EACH END 4 IS* OC. MAX SPACING. 2X6, ® SECURE TO BLOCS W/1-V4' NOTE: STRUCTURAL 2x I-A18T TAPCOHB OR DRIVE PM BE ON OUTSIDE 4 SECURED (MIN. SHAMS THROUGH NON-STRUCTURAL ..145 MIL HEAD SIZE SIZE MIL t-B I V MU1 EMBEDMENT I Y.') EMBAPCONEDMENT EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 IS' OC. MAX SPACING. 8, CMU 2X8, ® V DRYWALL SECURE TO BLOCK WA-1/4' 1'X4. OR I'X2' P.T, NAILER O TAPCONS R DRIVE PIN %' OAS. X W MIN. (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 DOOR CASW MN. EMBEDMENNT I Y:) WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW ATTACH TO 2X PER to, O.C. MAX SPACING. MANIFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUME, JAMB (DO NOT EXCEED ):) DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" LT SCALE: 1'.I? 2X4, SECURE TO BLOCK Mud: TAPC," OR DRIVE PIN (MIN. SHANK SIZE ,HS MIN. LEAD SIZE 300 MIµ EMBEDMENT IV) WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING. 2X6: CM SECURE TO DLOCK W/I-V4• TAPCONS OR DUNE PN NOTE, STRUCTURAL 2X 1.1 (MIN. SHANK SIZE J45 BE ON OUTSIDE 4 SECURED MN. HEAD SIZE 300 THROWN NON-STRUCTURAL MIN EMBEDMENT 1 )4) iL' TAPCON MIN I-Y' WITHIN 8' OF EACH END 4 DMENT INTO DLCCK M' OC. MAX SPACING- a, CMW 2XS, ® KN DRYWALL SECURE TO DLOCK W/1-V4' TAPCONS OR DRIVE PN Ihc4' OR I'X2• P.T. NAILER (MIN. SHANK 812E .HS I' P.T. X 4' MIL MIN HEAD SIZE 300 DOOR CAOw. MIµ EMBEDMENT I)1.') WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IW OC. MAX SPACING- ATTACH TO 2X PER MANUFACTUIffiS DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 3/4" SCALE, I'.I,_0• a■ C Y I T E E T l Design Grou .... L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAK 407-774-4078 www.abdesigngroup.com AA M: 0003325 w 8 n ti 0 u asV017. 41a LOT. SILVERADO LOT 15 BLK 6 PROJRCT# 04128.000-01561 &WDZlC 4EHB "2605—HAYDEN" 0ARAGM SWiNCi: LEFT PAGE: MONOLITHIC 1—STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCHITECT: I 11/08/17� 1/4"=1'-0"T D3 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON I,' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR }' CDX PLYWOOD, ATTACHED PER FASTENER SCHEDULE ON SHEET D5. 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. B TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 IS FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS o EACH TRUSS. BTM. RIBBON TO BE P.T. - WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY FIRST FLOOR BLOCK SECOND 1 FLOOR FRAME ��- SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD TWIST STRAP VERIFY W/ TRUSS PLAN WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS aT 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-vALUES J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) J' GYPSUM BOARD OR J' HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) S REBAR CONTINUOUS SEE ENERGY CODE FOF-:18 FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U S REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 0 16' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RS052.1 ON J' O.S.S. SHEATHING OR %' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK (SEE SEALED TRUSS ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ i'x6' THRU-BOLTS 0 32' O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 8' O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 w 24' O.C. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR I' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. * TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 IS FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS Q EACH TRUSS. BTM. RIBBON TO BE P.T. WEEP SCREED (SEE DETAIL 2/03) EMBED. STRAP VERIFY W/ TRUSS PLAN %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY GABLE FIRST FLOOR BLOCK SECOND_ 1A FLOOR FRAME SCAL E: 3/4' - I' -0' 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's * EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-vALUES I' GYPSUM BOARD OR S' HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS 0 16' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-vALUES J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) J' GYPSUM BOARD OR J' HIGH STRENGTH CLG. BOARD CONIC, FILLED LINTEL BLK W/ (1) S REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (I)'S REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS IN 16' O.G. 8' CMU 1/2, GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR "052.1 ON I}' OS.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -SAND PER ELEVATIONS VENTED ALUM. SOFFIT 1,0000 UPLIFT - CONNECTOR 2x8 SYP 02 - DBL TOP PLATE WALL SHEATHING 2x8 SYP "2 — WOOD STUDS AT 12, O.G. MAX 2xa P.T. SYP "2 SOLE PLATE 05 REBAR A fro O.G. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN. SEE ENERGY CODE FORMS FOR INSULATION R-VALUES z w SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD SIMPSON SP2 ® EA. 2X8 STUD J' DRY WALL I' DIA ANCHOR BOLT AT 16' O.C. MAX WITH 1' EMBEDMENT AND 2' DIA. WASHER SIMPSON SPI A EA. 2X8 STUD (1) COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (1)'S j REBAR HORIZONTALLY PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS /-PRECAST SILL Ix2 P.T. FURRING STRIPS IM Iro' O.C. 8' CMU 1/2' GYP. WL. BD. (I) 04 CONTINUOUS REBAR WOOD BASE "4 REBAR 48' LONG W/6' HOOK 0 24' O.C., MIN. 24' IN SLAB 2'-0' (MIN. zi r WALL �ir ° 9 4' CONC., REINF. W/ 6'x6' SECTION W1.4XWi.40 WWh1 ON 6-MIL POLY WOOD - ' ' ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL FRAME TO j 6, 6, 6, 6 TERMITE TREATMENT SHALL BE LOCK WALL ° z'_m BORA-CARE 1 B (3) "5 REBAR ON CHAIRS 2x STUDS 0 I6. O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE D.S.B. SHEATHING OR }' CDX PLYWOOD, ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/0' THICK, 3 COAT PORTLAND GEMEN7 PLASTER OVER EXPANDED GAL V'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO 2x STUDS A 16' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE NOTE: PER F5CR'3052.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE Iv, OR ASTM D 6151 EXTERIOR WALL STUDS (WALL SNEATNN3 NOT SHOWN FOR CLARITY) FASTEN STLDS TO BLOCK WALL WITH USP MSTAAa STRAP WITH FASTENERS AS SHOW. INSTALL STRAP . EA. END (UNO) A SPACE STRAPo AS FOLLOWS, .110 MPN 'C', 32' O.C. PLACE STRAPa SPACED AND FASTENED AS SNOUN WITH DINE ADDITIONAL STRAP AT EACHIN WDOW KING. STUD MIN (10) I0d Con'ION NAILS INTO STUD M140 DIA X 11/2' LONG) 3/4' T 4 G SUBFLOOR GLUED STUCCO SPECS FOR COMPLETE AND SCREWED AS PER wm �+ 32. O.C. INFORMATION) FASTENER SCHEDULE ON P4 .We N� c' 440a' Orc 2x4 CONT. o TOP AND B7. OF SHEET 02 TOP OF STUD WALL FLR TRUSS (TOP 2x4 SUPPORTS SOLE PLATE - BT PLATE OF 2ND FLR, BTM. 2X4 7 FILL ALL REMAININfs STRAP HOLES V I" NAILS INTO PRE-ENG FLOOR TRUSS IS FOR WALL SHEATHING NAILER) PRE-ENG FLOOR TRUSS FASTEN EACH 2X4 RIBBON W/ - WOOD BACKINo FASTEN EACH 2X4 RIBBON W/ (5) (5) 12d NAILS lo EACH TRUSS. DO NOT PLACE SCREW IN SIMPSON META-16 EMBED 126 NAILS o EACH TRUSS. BTM. GYPSUM BOARD OR � ' �' BTM, RIBBON TO BE P.T. roP of TOP HOLE NEAREST TO TOP . ® STRAP 32' O.C. MAX VERIFY RIBBON TO BE P.T. NIGH STRENGTH CLG. nAeONe� Wsu - OF Cm BLOCK WALL W/ TRUSS PLAN WEEP SCREED BOARD PRE-ENG FLOOR TRUSS STRAP T OTTO�Lo�cK WALL (SEE DETAIL 2/03) (INSTALL PER MFG. SPECS.) W/!T)3M - DIA X 1.1/4' ' GYPSUM BOARD OR EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK W/ LONG TAPCON MASONRY NIGH STRENGTH CLG. BOARD W/ TRUSS PLAN (1) S REBAR CONTINUOUS CONC. FILLED LINTEL BLK W/ CMU BLOCK WALL SCREWS THICK, 3 COAT PORTLAND (1) 05 REBAR CONTINUOUS CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RIBBON EXTERIOR STUD WALL CONNECTION FLOOR CONNECTION AT PARALLEL/ FASTENING DETAIL TO FIRST FLOOR MASONRY WALL %PERPENDICULAR PRE-ENG FLOOR TRUSS 2A SCALE: 3/4'=r-0' 3 aCALE,NTa A R C R I T E C T! Design Grou 1... 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA k: 0003325 dr w 8 w 0 F 0 F 0 Q I unDrv. 1e W%l SILVERADO LO T 15 BLK 6 lROJ�CT� 04128.000-01561 HOD&xc 4EHB "2605-HAYDEN" GARA0= 811117MG: LEFT rwaRI: MONOLITHIC 2— STORY WALL SECTIONS & NOTES 150 MPH EXP. B F]DDATM 11/08/17 s 1/4"=l'-O" r 4- 2. RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) Me NAILS OR PRECAST HEADER(MIN) A MRL (4) 1" GUN NAILS 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON DBL. TOP PLATE Ixb COLLAR TIE ATEVERY TR OR DRIVE PM (MIN SHANK SIZE.145 SECJlRE 2 X RIP TO FIT III/ MN HEAD SIZE 300 PLATE COL. TOP PLATE Wa-Qd6 b'-e' OL. MAX MIN. (3) 12d NAILS OR MIN EMBEDMENT 1 IM') 2X4 IBM MAX. 1/8, TEXTURED FINISH MIN. (4) Wd GUN NAILS 8' FROM EACH END AND B' 1/W' 08B SHEATHING OL. MAX MIN I-1/4' EMBEDMENT 2- 4 E' OL. MAX. 2x RATTERS 2 x 6 (MIN 2 X 3) 2-3/16 TAPCON ? (LL4EN OVER'16' M HIEGNTJ OR DRIVE P'M (MIN 9HAK SIZE.Wb �' Ix8 NAILER SECURE TO TRUSSES MIN HEAD SIZE 3" SECURE 2X4 W/ 2-% 2 X 4 (WHEN OVER 16' IN HIEGHTJ BELOW LU/ MIN EMBEDMENT 11/4') 1APCON6 OR DRIVE PM (MIN SHANK 612E MM. 1/4' TEMPERED MASONITE (2) 12d NAILS OR EACHAND S.PfOOM EACH END AND B' .H5 HEAD SIZE 300 MIN. GLUE 4 NAIL W/Sd'6 8'-I2' O.C. (3) 10d GUN NAILS • EA TRUSS END O.C. MAX MM Nt EMBEDMENT I Y.' W/M e' d' NEEDED. 7 X 8 (MIN 2 X 3) 2-3/16 iAPCCN EA END NOT ED 2 X SOLID SLK'G ARCHRAF-TER TO TRUS6 MTS-12 OR DRIVE PIN (MIN SHANK SIZEJ45 MIN HEAD SIZE 300 2X4 SOLID BLOCKING 1 .OL. MAX NPLAT SECURE W/2-Qd EACH END CREATE VOID FOR STRAP MIN EMBEDMENT 1 V4') SEQIRE TO SHEATHING W/ qnq .E PER PENETRA110N MIN. 2-12d PER BLK EA END 8' FROM EACH END AND I8' MANIF4CTURER'8 SPECS. ROOF DECKING OVER .MAX. MIN I-V4' EMBEDMENT 1/IB' OSS SHEATHING MTL WDW FRAME PRE-ENG TW416SES CMW WALL 2X4 SOLID BLOCKING SECURE 'NOTE: NO GAP • WDW FRAME PRE-ENKs. TRUSS ARCHWAY DETAIL TO SHEATHING WITH MIN. 2-12d PER r- EXTERIOR ARCHWAY TO EXCEED VA, ARCHWAY DETAIL ALTERNATE CONNECTION �1 CONV. FRAMED OOF �116" AND UNDER WITH WINDOW CUTAWAY MSTA-24 RAFTER TO SLKYs SCALE: J'•1'-0' SCALE: V2'•1'-®' 2 SCALE I/1'.1'_®: A SCALE, U2'•I'-0' BETWEEN TRUSSES DEL. TOP PLATE 2X4 16' OZ. MAX EMBEDMENT I Y'W/1N 8' EA. END NOT TO ARCHWAY EXCEED MI' OL. MAX 2X4 SOLID ST. PLATE DLOCKNG BECUIIE U2' PLYWOOD- 10 SHEATHING WITH OR I/I6' OSD. MN 2-12d PER MILK EA. END EXTERIOR ARCHWAY V SCALE: I!1'•I'-0' 0 14 OSB. OR IV PLYWOOD SHEATHING 1O. '30 BLOG. FELT 0 24' WIDE 26 GA. GALVANIZED METAL PLABHIING MUST ADD DIS10 M' WIDE AND AND MUST BE A MIN 24' WIDE METAL. (9) FISER3LA886HINGLEO PRECAST HEADER(MRU 2 X 4 (MIN 2 X 311.3/16 TAPCON OR DRIVE PIN (MIN SHANK S1ZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 V4') B' FROM EACH END AND IS- orMAX MIN 1-1/4' EMBEDMENT 2 X 6 MIN 2 X 3) 2-3/I6 TAPCON OR DRIVE PM (MIN SHANK 61ZE.145 MM HEAD SIZE 300 MIN EMIBECIENT 1 114.) e' FROMEACH END AND I•' OL, MAX* MIN 1-V4' EMBEOMENT 2 X 8 MIN 2 X 3) 2-3/16TAPCCN OR DRIVE PM MIN SHAW SIZE.I4S MIN HEAD SIZE 300 1/I6' CSB SHEATHING — MIN EMBEDMENT 1 1/4') 2X4 16' OZ. MAX 8' FROM EACH END AND ID' (WHEN OVER 16' IN HEIGHT.) OL. MAX MIN I-1/4. EMBEDMENT 2X4 60LID BLOCKING — SECURE TO SHEATHING W/ MIN. 2.12d PER BLK EA END 5 CLOSED VALLEY FLASHING DETAIL N.TS. DOUBLE TOP PLATE 2x4 CONTNOUS STRESS 17 W'MBLOCKING MID WALL I!t' CLG. BOARD 1 TEN. SIMPSON*32 2.4 STUDS • 16' OL, MAX, SIMPSON SP4 2X4 DBL. TOP PLATE O 4 8 32' U031L e W' OL, 1/2' DRI'WALSIMPSON I' T 4 G SUBFLOOR GLUED 2ND FLOOR STUDS 2X4 WOOD STUDS -16, OL.. AND SCREWED AS PER UNA. ON TRUSS PLAN FASTENER SCHEDULE 2X4 C:;W. STRE66 IST FLOOR STUDS TO BLOCKINGMAXG MID -WALL META-36 a 92' OL. MAX 2X4 PT. PLATE SIMPSON SP4 32' OL. MAX PIE-ENIG FLOOR 1RU99 R'XW A.D. 32' D.C. DOUBLE TOP PLATE 11 EMBEDMENT 2x4 CONTNOUS STRESS I BLOCKING MID WALL \�CCNC. 2x4 STUDS • 16' OL. MAX, SLAB U. 17N "-2 9's COIN. V2' GIP. WL. BD. SECURE ST. PLATE TO SLAB W/ i'x9• ANCHIOR 150LT W/ 2• R SET IN BIMPSCN HIGH STRENGTH EPDXY 1' EMBED. MIN. SIMPSON SPA • 32' OL. MAX 1-STORY 7 INT. BEARING WALL SCALE, 1/2'•I'-0• NOTE: FOR WALL. WINO UPLIFT OR HA0 FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. 8 I T. 2-STORY LBW. SCALE, •I'-0' ARCHWAY DETAIL 16 AND UP SCALE: I/2'.I'_0• PRE-ENG TRUSSES OR CCNV. FRAMED RAFTERS J' OSE. SHEATHING OR I' COX PLYWOOD SECURED PER FASTENER SCHEDULE 2.4 BLOCKING UNDER WALL STUDS $DUKE BETWEEN TRUSS BAY$ W/ (3) 12d'n EACH END 2. DOUBLE TOP PLATE STUDS • 16. OL, MTS-12 • EVER STUD 2X4 BT. PLATE DORMER 9 ATTACHMENT SCALE: V2'.1'_0• 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN MIN SHANK SIZEY/S MIN HEAD SIZE 300 MN EMBEDMENT 1 114') 6' FROM EACH END AND IS' EXISTING MILK ASV. D.C. MAX, MIN 1-1/4' EMBEDMENT 114' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2.3/16 TAPCON 1/8, TEXTURED FINISH OR DRIVE PIN MIN SHANK SIZE.14S MM HEAD SIZE 300 1/16' 086 SHEATHING MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND I•' 2 X 4 W' OL. (WHEN OVER MAXE' IN HEIGHT.)O.C. MAX MIN 1-1/4' EMBEDMENTT2 X 4 (WHEN OVER 16' 2 X 8 (MN 2 X 312-3/16 TAPCON 16, IN HEIGa14TJ OR DRIVE PIN (MIN SHAK SIZEI45 MIN HEAD SIZE JIM MIN EMBEDMENT 1 1/4') 2 X SOLID BLK'G •ARCH SECURE WR-12d EACH END 8' PROM EACH END AND IBM ATTACHMENT PER C.C. MAX. MIN 1-1/4' EMBEDMENT MANIFACTUMWS BPEC'S MTL UAW FRAME 1/4' TEMPERED MASONITE 'NOTE' NO GAP • WOW FRAME GLUE 4 NAIL W/Bd'S e212- OL. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL B CUTAWAY SCALE: V2'•I'-0• ROOF TRUSS UPLIFT CONNECTOR NOT SHOUN FOR CLARITY (SEE SHOP DUGS.) EXTERIOR WALL SHEATHING (SEE NOTES) FASTEN EACH STUD TO DBL. TOP PLATE W/ USP SPT24 NAIL PER MANUF. SPECS. SECTION AT TOP ::OF EXTERIOR WALL 6 SCALE: Nt5 ASPHALT SHINGLES OVER 30 FELT ON 1/16' O.S.B. PIE-ENG GABLE TRUSS ((SEK SEESETK. PACK FOR SIZE 4 CONNECTION) 2x4 SFF BLOCKING BETWEEN TRI5SES WERE 'X' BRACING IS PRESENT CONT. 2.4 SFF RAT RUN ' SECURED W/ (2) 12d's - EACH TRUSS (2) 2x4 4 S.Y.P. DIAGONAL BRACE W/ (3) 12d'H • EACH TRUSS (DIAGONAL X-BRACING TO COVER 5-TRUSSES '' GYPSUM BOARD OR I' NIGH STRENGTH CLG, NOTE: BOARD DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE • ANY SPAN B'-0' OR GRATER REFER TO TRUSS ENS, FOR ADDITIONAL HORIZONTAL TRUSS IERFORCEMENT. 0'-0' TO 30'-0' (1)X-BRACE 30'-1' TO 60'-0' (3) X-BRACE (I) X-BRACE • CENTER AND (2) BRACE DIVIDED EOUALY FROM CENTER TO END 10 GABLE X-BRACING SCALE: LQ'•I'-0' W-O' TO 30'-0' (U DC BRACE 30'-P TO 60.-0' (3)'X' BRACE (1 'X' BRACE CENTER) (2 'XBRACE DIVIDED EOUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER W FELT ON 1/16' OSB. (2) 2X4 •2 SYP DIAGONAL BRACE W/ 3-12d • EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING WHERE 'X' BRACING IS PRESENT (2) Wd NAILS EA END TO TRUSS 1/I6' OSB SHEATHING — USE Sol NAILS AT 4' o- EDGE A 6' —FIELD 2X4 W/ 9/8' X 8 LqqGG •32' OL. OR.IMPSCN M97A•24 s 32' D.C. SHEATHING NAILING TO BE W OL. IN FIELD 4' OCAALL EDGES W/Sd NAILS TRUSS 24' oc. 1//' CLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) 12d • EA TRUSS 2x4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16' OL. MAX 112-STORY GABLE END CROSS BRACING SCALE, I/2'•I'-m' • IT15 UPLIFT SIMP.OM HTSMQO W/10 10d TO TRUSS AND (4) 114' x 2 114' TAPCONS TO COW POURED LINTEL ' 2350 UPLIFT (2) SIMPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 114. 12 s FT N.Ts. 12" Z FINISH o LANDING 3/4' PLYWOOD F.F. z1 DBL 2X6 � 3/0" MIN. FINISH 3/4' PLYWOOD WITH LANDING DETAIL 4 12-D COMMONS WINDER DETAIL NAILED THRU 3/4' FINISH w LANDING PLYWOOD INTO 3/4' PLYWOOD F.F.-\ EACH STRINGER LESS THAN 4' TYP. 3-2x12 SYP STRINGER DBL 2XI2 2XI2 TREAD TWEEN SPINDLES REINFORCED W/2X4 SFFOR R JOIST CUT TO FIT W/CONT. BEAD OF IX8 RISER SUB -FLOOR ADHESIVE 10, FL-400 OR SIMILAR a iHAND RAIL EA HORIZONTAL RUN )_ ;zI N L SECURE TREADS TO STRINGER u V W/(3n 3' SCREWS D EA I� STRINGER, UNTHREADED SHANK m 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) MIN. TREAD 10', MAX. RISER '1-3/4' (3) 106 CUT NAILS 3/16' MAX. VARIATION IN RISERS/TREADS SLEEPER. INTO m Q ADJACENT TO EACH OTHER SLAB i 3/8' 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. &' WIDE 0 NARROW END MIN. II' WIDTH o 12' FROM NARROW END 34' MIN. HANDRAIL HGT. A R C N IT 8 C T 8 6 Grown. THAT N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774.8078 FAX 407-7744078 www.abdesign9roup.com AA k: 000332E W v W 0 Y0. W C F OF STJHDIV. Ae Lolil SILVERADO LOT 15 BLK 6 PROJW 04128,00 -01561 MOD=, 4EHB "2605-HAYDEN" OARAGM 8WING: LEFT PAGM MISC. DETAILS 150 MPH EXP. B ARCHITECT: STATE OF FLORIDA r� ea `�V ROLA � 93723 CRA r 11/08/17 M 1/4"=1'-O" T �! 5 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 FBCR 12/31/2017 FL 10456-R3 SIMPSON STRONG -TIE CO STRUCT CDMP. 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 5TRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 7473-R6 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR 12/31/2018 R 12019-R5 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR 3/2/2020 FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR 7/31/2019 R 14039-112 PLYGEM SINGLE HUNG 2014 FBCR 7/31/2019 FL 14634•R2 PLYGEM SLIDING GLASS DOOR 2014 FBCR 7/31/2019 FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR 7/31/2019 FL 14253-R3 PLYGEM FIXED GLASS 2014 FBCR 7/31/2019 FL 15217-114 MI WINDOWS & DOORS SINGLE HUNG 2014 FBCR 12/31/2017 FL 13349•R4 MI WINDOWS & DOORS SLIDING GLASS DOOR 2014 FBCR 12/31/2017 FL 15333-R2 MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR 12/31/2017 FL 15076-113 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR 12/31/2017 FL 5678-113 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5684-R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 15279-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12 31/2038 FL 5891•R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR 12/31/2018 FL 10758-R6 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR 04/13/2018 FL 10477-R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13192-114 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13223•113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13265•112 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 R 4103-R8 TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR 12/31/2018 FL 7006 R9 IKO SHINGLES 30 YEAR 2014 FBCR 9/6/2021 R 158-R8 CASTCRETE STRUCTURAL LINTELS 2014 FBCR 9/11/2018 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 09/26/201 ARCH ITEC T/ 1 6 Design Gr u �! 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.ebdesigngroup.eom AA S: 0003325 J F h 1; 0 c a F UBDIV. as LOT: SILVERADO LOT 15 BLK 6 PR0imTo 04 28.000-01561 acoaAMs 4EHB "2605- HAYDEN" OARAOR RINMG- LEFT PALM PRODUCT APPROVAL LISTING 150 MPH EXP. B DA11/08/17 scAXm 1/4"=1'-O" asmo '1' D6 REFORMED CONTROL JONi ANGE OF CONTROL JOINTS Td = WIRED TIED TO LATH • 9' C. MAX (VERT.). NOTE, DO IT FASTEN CONTROL JOINT TO 4LL EVEN IF STUD EXISTS =-YOND EXCEPT STAPLES W/ 'LEG MAY BE USED TO TEMP. vCURE CONTROL JOINT JRING INSTALLATION —� STENERS TO BE $PACED-7 T' Or— MAX VERTICALLY / H SHALL NOT ' CONTINUOUS OWN CONTROL GAPMN� I6.TOe' To e' j' THICK, 3 COAT CEMENT PLASTER WRB LAYER 2, FORTIF15ER BUILDING PAPER APPROVED METAL LATH FASTENED -T' (VERTd O.C. MAX AT SUPPORTS WIRE, LAYER h, STUCCO WRAP WOOD SHEATHING i A87M CI063 �� PROVIDE 2X4 BLOCKING ,IA PLACED FLAT MAX. 6' TO e' FROM CONTROL JOINT WHEN GGNTROL JOINT FALLS ON 18TENERS FOR LATH TO BE NAILS OR STRUCTURAL STUD PLES N COMPLIANCE W/ ASTM CI063 T IRE TIES TO BE (NO. 10) 00415' WIRE / l� ILOCKNG SHOWN MAY BE IN ADDITIa/ \ WALL STUDS REOUIRED PER PLAN / "M" TYPE CONTROL JOINT OI— euaw • Pt. A ®FOLD OL FOLD NWAAID • PT. A z GTE!Aea • Pr. D FOLD OL TOLD NIL4FD • ® t FOLD NWAIm . fK. A PT. 4 x. aeaeE • PT. D ]. CI@A9E • r. D �. claA.eE • Pr. c n c1rEAeE • n. c 6 FOLD PT. C OVER PT. D TILL PT. C TWC4te teOR01 FLANGE Y' T' BOTTOM FLANGE M. TIWIT wAi_ FOLD. QP tlQI cur. eNNGLE ROCFMG— MP EDGE, OVI:%AP !_ EXrD0 W' BELOW BIlATNMO, MlOH4NICALLr FAeTPJ! 4. O.G MAX. i' THICK, 3 COAT CEMENT PLASTER fRed'e), I/t' ]GOAT G62NT PLASTER tCMI) WRB LAYER 2, FORTIFIBEIR BUILDING PAPER (PRN! DN-Y) WM LAYER 4 STUCCO Mp WRAP(FRAaII.Y) LAP LAYERS CP DIIEDMG W WP OVER NAILING PLANGa, STOP ee✓'Ai'£ OMA LT) WRAP FRAME OR cm ExTeRIOR D WALL R_ K M6 KICK -Off PLA6NM4 (9@ DETAIL) NQM MULL KKKONr PLA9HPLT AT BOTTOM OF ROCP WALL NTBlbECTi" NOTE: APPROVED BUILDN6 WRAP SMALL V R LAPPED A MINIMUM OF FLASHING. G MEMBRANE \ b' •VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ ENDS) A 6- • HORIZONTAL LAPS. WRAP MATERIAL) OVER 4' ALL SEAM$ NEED TO BE TAPED LATH VERTICAL LAP TO BE I' APPROVED HOUSE WRAP. \ WITH FORTIBER SHEATHING TAPE FjASHINCx TO EXTEND ONTO PIPE / I. OR LESS PIPE 'ti.- 6'xb' SELF-ADHERNG FEMBRANE / PENETRATION FLASHING (COMPATIBLE W( HOUSE / \ WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER AF'F'AOvED / H IBC LdP • MIETAL LATw \'i1'P' PLASHING TO EMEND ONTO PIPE wOUw *6' X -CIIT AND OVERLAP ONE SIDE OF METAL LATH SELF -ADHERING MEMBRANEPLASHING CUT AND OVERLAP ONE SIDE OF ���PnSELF-ADFE QMGWRB LAYER -1, jTHICK, 3 COAT CEMENT St T FLASHINGPLASTER STU LAYER P9T1CC0 WRAP I BTUCCA WRAPMETAL LATH 7_7Y _ WFD LAYER 2, FORTIFIBER WRB LATER 2, POWIFIBER Wm LAYER 2, FORTIFIBER BUILDING PAPER BUILDING PAPER BUILDING PAPER —METAL LATH WRB LATER P• \ 6'x6' SELF -ADHERING MEMBRANE i / I STUCCO WRAP FLASHING OVER 4'x4' SELP-ADHERNG MEMBRANE INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED WOOD SHEATHING STRAPS, STAPLES,f HOUSE WRAP. REQUIRED TO SE AS FLASHING TO EXTEND ONTO PIPE /t PIPE/ WIFIE TO FRAMING 2 AP R P SCALE. I I!J'.I'_D• ® KICKOUT DETAIL UFAeOLEDER, L, WAL (wore OR VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0ID418-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN 9'(229-MM). AS PER ASTM C1063 TB.L FOR REPAIR OF TEARS IN WIRB LAYERS, TEARS MAY BE PATCHED WA40LISE WRAP TAPE PER MAKE. SPEC. OR PEEL s STICK WOOD STUC SHEATHING STUCCO HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU WRE5 LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS E GALV. METAL FLASHING z (NAIL TO ROOF DECK, NOT n WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT L Z__ ROOF ROOF PER ELEVATIONS FLASHING 34 T.S. %' CONT. BEAD OF SEALANT "TALL APF1140YED HOUSELLRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATWG OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER FBC R703.9.1 ExMdor Iatl11n0 MIU 919Wrlm Exterior use of Portland aei e t plaster shell comply with the epplk". requiremerxa of ASTM C 926-12A Instella%n of exterior IaNrg end hamlrg _shall comply with ASTM C IM-12A. PENETRATION DETAIL LEGEND DRAINAGE PLANE (WRB LAVER 1*1, STUCCO WRAP) WRB LATER *2 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO 5ELF-AD4E5IVE FLA5NING - - - - - - NOTE: METAL LATH: LATH TO BE PER FBC R-103.(o.1 / ASTM C-847-0g, MIN- 2.5 LBS, PER Sa, YARD (UTILITI' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C N I T! C T 3 6 GIDes ign ON ,RD. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 FM: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003326 F ti U may. FO v C F O e F BTJHDIV. Is LflT: SILVERADO LOT 15 BLK 6 PROJECT# 04128, 000- 01561 1[ODSI_ 4EHB "2605-HAYDEN" GARAGL' 8W WO: LEFT PADS WALL ASSEMBLY DETAILS 150 MPH EXP. B Of m 11/08/17 SCALE: 1 /4"=1'- 0" alum" W.A1 A R C R I T R C T I INSTALL b' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I BOTTOM, 2. SIDES, 3. TOP " X. VENT CAP IS TO BE SET IN BED ,. x_ OF SEALANT AT TOP AND ` SIDES ONLY. SEALANT IS TO BE 11 - TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i-X JOINTS AND INTERSECTIONS I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. y+ CAULKING m JOINT ALL AROUND PER FBC R703.6.1 Exterior 18grM10 and plastering BACKER ROD ( Exterior use of portland cement plaster shall comply with the application "X.. requirements of ASTM C 926.12A. Installation of exterior lathing and framing WRB LAYER'(, I L�. X, shall comply with ASTM C 1063-12A. 1 STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH IURB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING 6 A DRYER VENT (FRAME.) WOOD SHEATHING WRB LATER M, STUCCO WRAP WRB LAYER'2, FORTIFIBER +> BUILDING PAPER IWOD CONSTUCTION ;` —METAL LATH l B' CMU VINYL CASING BEAD z. F W RAISED BAND MI Ye' TO h' MID -WALL �IFFP M@FRn S' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHMG STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK( LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x 5TUCGO SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER FBC R703.6.1 / ASTM C-641-0B, MIN. 2.5 LBS, PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH Fi' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT B TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL I w SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO F_ A VENT PENETRATION SCALE: N.T.S. I v ICCc..CI vc STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC -. METER FIELD VERIFY LOCATION i I 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 01, STUCCO WRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER THICK, 3 COAT CEMENT PLASTER )'a' TO Ye' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z BEAt OVER bm MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD / CONSTRUCTION r a, CMu WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • T' O.C. MAX Yo' TO K' MID -WALL IicFP ar`occn S' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISFI • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER •I, STUCCO WRAP CUT 'X'INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER B APPROVED WRLAYER 'I STET= #1 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 a• STEP #2 WRB LAYER'(, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #(o OELECTRICAL RECEPTACLE LONGWOOD, FL32760-.� PH: 407-774.6078 FAX: 407.774-4078 www.abdeslgngroup.com AA #: 0003325 w w 0 F 4 N EBLIK RADO 15 6 041128.000-01561 16DDZU 4EHB "2605-HAYDEN" GAXAGE 8WING: LEFT PAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B Of DP TM 11/08/17 BCAL� 1/4"=1'-0" s�RE NV A2 WOOD SHEATHING WOOD CONSTRUCTION % HAT CHANNEL W/%' TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER 1, STUCCO WRAP THICK, 3 COAT CEMENT PLASTER WRB LAYER h, ( STUCCO WRAP �o AMICO AM66-IWUC-18® CUSTOM CASING BEAD WRB LAYER 11, STUCCO WRAP WRB LAYER -2, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER W SAP. a TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN IIFFP SCREED W SELF -ADHERING -'�— FLASHING WRAPPED w TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER -1, STUCCO WRAP II WRB LAYER -2, FORTIF BUILDING PAPER �— 6' SELF-ADHEREING i FLASHING WRAPPED • C )IQNER OF CANTILEVER 1 u' 4' POSITIVE DRAIN IIFFP SCREED NO GAP N FIELD —� (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.® CANT. SCALE: I I/2'.I'-m' NOTE: METAL LATH: LATH TO BE PER FRG R'103.rod / ASTM C-84-1-09, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/ , RESILIENT HAT CHANNEL 5/S' TYPE 'X' DRYWALL W/TEXTURED PAINTED FINISH a' THICK, 3 COAT CEMENT PLASTER VINYL CASING BEAD 11D DRIP EDGE INSTALLATION W/TEXTUREO 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CASING WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER -2 }' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER.-2 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT, WOOD FRAME( WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER -2 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL THICK, 3 COAT CEME PLASTER VINYL CORNER BEAD L NO GAP IN FIELD (SHO(LN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @PAN!ILEVER DRIP EDGE DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO 3' X 3' 26 GA GALV. FINISH LATER (2 LATER METAL DRIP EDGE PEEL STICK) SET IN FULL BED OF 6' PEEL 4 •`� SEALANT, 15' MIN. STICK ® DRIP \� SPACE FROM DRIP EDGE TO FACE TO TREX DECK Y.' GAP FOR BACKER I )¢'XI fix' P.T. OR SIMULATED ROD / SEALANT WOOD (TREX) FILLER, CONTINUOUS VINYL CASING BEAD WATER PROOFING let WEATHER RESISTIVE LAYER (2 LAYER PEEL 4`, p ` i BARRIER -1 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO I BARRIER "2 CANTILEVER 6' PEEL 4 STICK s DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 GA. GALV. '\METAL — ••••-- -- --••- - DRIP EDGE SET N FULL BED OF I Y2'XI 3/� P.T. OR SIMULATE SEALANT,,5- MIN. WOOD (TREX) FILLER, SPACE FROM DRIP CONTINUOUS FACE TO TREX Yi GAP FOR BACKER VINYL GA51NG BEAD ROD 4 SEALANT I - �' WATER PROOFING let FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT i '. BALCONY DECK TO HAT CHANNEL CANTILEVER VINYL I PLA31TER3 GOAT CEMENT METAL LATH 5/8' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED 41PAINTED WEATHER RESISTIVE FINISH (FIELD, BARRIER 'I WEATHER RESISTIVE THICK, 3 COAT CEMENT BARRIER'2PLASTERCORNER SCREED BEADWEEP VINYL CASING BEAD NO GAP IN (SHOWN FOR CLARIFICATION OF _ _ , — , _ _ SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION x—x—x—x WOOD SHEATIHING SELF-ADHESIVE FLASHING — — 2x FRAMING: MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2" CORNER BEAD FASTENED TO SHEATHING ID T D.C. MAX. . X r " X. WRB LAYER "I, STUCCO WRAP Xr I' +I WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER 1 � n CORNER BEAD C FRAME 1\ ,,i2� CORNER BEAD (FASTENER d SPACING CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK Yi GAP FOR BACKED ROD A SEALANT — VINYL CASING BEAD WATER PROOFING Ist. LAYER (2 LAYER PEI 4 STICK) WOOD SHEATHING WRB LAYER el, STUCCO WRAP WRB LAYER •2, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE �LUMN SHEATHING -ATTER RESISTIVE 4RRIER -1 EAIHER RESISTIVE 4RRIER 4 SAP. -EEL 4 STICK I Ya'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I Y2- X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)J' MIN. SPACE FROM DRIP FACE TO TREX r— PEEL e CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. — MODIFIED SO 3/4 RESILIENT HAT CHANNEL 5/6' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH a' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER "Z EXTERIOR COLUMN COLUMN SHEATHING 6' SAP -1 V.3' 'L' FLASHING 'FULLY EMBEDDED IN ROOF CEMENT I Yj' X 3' 26 GA. GALV METAL DRIP EDGE SET IN FULL BED OF SEALANT, Yt' MIN. SPACE FROM DRIP 'FACE TO TREX WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN IIFFP :!'REED VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/"T." PT.4CT41KT(-1 WOOD SHEATHING WRB LAYER •I, STUCCO WRAP j I WRB LAYER 02, FORTIFIBER BUILDING PAPER ' METAL LATH (ExPLODED THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER e2, FORTIFIBER BUILDING PAPERI METAL LATH THICK, 3 COAT CEI` PLASTER 6'5ELF-ADHERING FLASHING DRIP CAP �^ WINDOW FLANGE 1 15B CASING BEAD C@ WINDOW ( FRAME, NO BAND) ARCHITICTS Design Grouir�n�. L441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-77445078 FAK 407-7744078 www.abdesigngroup.com AA M: 0003325 W .14 0 y C 0 ®TJ=DIP. 1a LOT: SILVERADO LOT 15 BLK 6 PROJECT* 04128.000-01561 MODMIs 4EHB "2605-HAYDEN" GAKAGM 91WING: LEFT PAGIM WALL ASSEMBLY DETAILS 150 MPH EXP. B WOOD SHEATHING WRB LAYER h, STUCCO WRAP WRB LATER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING r1i WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH cEXPLODED J" THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER STUCCO WRAI VINYL ANGL WRB LAYER' BUILDING PA METAL LATH THICK, 3 G PLASTER — 6'SELF-ADI FLASHING - DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW (15C (FRAME, W/BAND) UJOOD SHEATHIP'� METAL LATH WRB LAYER #I, STUCCO WRAP WRB LAYER #2, BUILDING PAPE J" THICK, 3 COL PLASTER VINYL ANGLED CASING BEAD VINYL CASING Y4" GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER s STUCCO TO SIDING TRANSITION SIDING STUCCO WRAP d' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFISER BUILDING PAPER WOOD SHEATHING WRB LAYER •I, STUCCO WRAP `- CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD SHEATHWG— WEATHER IMSISTIVE BAItl21ER'M WEATHER RESISTIVE �r \ BARRIER .2 kX T Yl LAP SIDING / / \ b' SELF -ADHERING b' REVEAL Q 4 FLASHING b' SELF -ADHERING FLASHING L WEATHER RESISTIVE \ I BARRIER 1 STARTER STRIP / \ \ WEATHER RESISTIVE \ \ BARRIER -2 DD NOt CAULK OR I I \\ b' SELF-ADHING HWG D ER FLAS \ GALV'METAL GALV'D METAL 'Z• FLASHNG W FLASHING DO NOT CAULK OR I Ub' SIMULATED TRIM MEMBER I I CASING I Xb' SIMULATED ' UJOOD TRIM MEMBER \ SEAL GAP W/CAULKINdG I CC; / OR APPROVED SEALANT \ STUCCO CASING MEAD SIDING TO STUCCO CA) BLOCK TO FRAME I 19 TRANSITION I 1 I I NOTE: METAL LATH: LATH TO BE PER FBC R103.h.I / ASTM C-841-Ocj, MIN. 2.5 LBS. WOOD SHEATHING PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) THICK, 3 COAT CEMENT PLASTER SEALANT METAL LATH WINDOW FRAME ,( .../r.............._.._...... ._............... ...... WRB LAYER 02, FORTIFIBER BUILDING PAPER �EZBEAD VINYL CASING CASING (W/3/e' FLEXIBLE PVC BACKER ROD) 2X FRAMING MEMBER WRBUlom # LAYER 1, BEYOND CONSTRUCTION BEYOND b'BELF-ADHERING I III STUCCO WRAP WOOD SHEATHWG WEATHER RESISTIVE I II FLASHING WEATHER RESISTIVE BARRIER 1 \ BARRIER 1 TO LAP WEATHER RESISTIVE / \ / b' MIN. ABOVE TOP 'Z' BARRIER 4 / i , \ OF FLASHING WRB LAYER #2, FORTIFIBERUEATWER UG6 VEALPaDING / Q BUILDING PAPER WSELF-ADHERING BARKER RESISTIVE FLASHING \ UEATWE / RESISTIVE BARRIER\�, METAL LATH / STARTER STRIP \\ / GALV'D METAL DO Nor cAULK OR I I z FLASHIH(a g" THICK, 3 COAT CEMENT SEeI r�PE!L^+^. \ ' -�"� DO NOTAULK OR GALV'D METAL �/ , WEATHER RESISTIVE PL ASTE R Z' FLASHING BARRIER 1 TO LAP CASING BEAD C) RAISED 1 7 A BAND ( FRAME) SCALE: 1 1/2"=1'-m" SIMULATED bMW. ABOVE TOP WaDD TRIM MEMBER OF W FLASHING E-Z BEAD VINl'L CASING ' \ I Yi X b' SIMULATED (WAY FLEXIBLE PVC I WOOD TRIM MEMBER BACKER ROD) \ / ' $ELF -ADHERING FLASHING �R' \ I I I I FLASHWG &4T YY THICK 3 COAT \1 I ' SEAL GAP W)CAULKING WC PLASTER \ � I OR APPROVED SEALANT HEATHER RESISTIVE WEATHER RESISTIVE BARRIER 1 BARRIER 1 WEATHER RESISTIVE E-2 BEAD vWTL CASING BARRIER -2 (W/V FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO (LEATHER RESISTIVE ® FRAME TO FRAME BARRIER -2 19 TRANSITION SEALANT WINDOW FRAME WRB LAYER M, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY ------------i ----------------------------------------------- 4' CTAP TYP J' THICK, 3 COAT CEMENT CASINrs BEAD PLASTER TO WINDOW —METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 09, STUCCO WRAP 6' WIDE PEEL e STICK WINDOW FLANGE OVER FLANGE - E-Z BEAD VINYL CABIN 2x FRAMING ( W/3/e' FLEXIBLE PVC BACKER ROD) I MEMBER APPLY FULL BED OF SEALANT BETWEEN FLANGE a BUILDING WRAP BUILDING - WRAP -------------------------------------------------------------------------------------------------, E2 B'AD WINDOW CASING r16� LEGEND DRAINAGE PLANE (WRB LAYER •I, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER — - - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — A R C N I T E C T 3 6 Design Gr u Ia.. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407-774-6078 FA7C 407-7744078 www.abdesigngroup.com AA #: 0003325 w m 0 a I! [7BLIK ea LOT RADO 15 6 ZOJZCT# 04128.000-01561 HODZI,s 4EHB "2605-HAYDEN" GABr031 eWINGs: LEFT PAGIM WALL ASSEMBLY DETAILS 150 MPH EXP. B a DA7m 11/08/17 SCAXM 1/4"=l'-O" slim= WA4 CUT HOUSEM AT 45' ANGLE 135' MODIFIED 'I' CUT I IT' ,T* IN HOUSEWRAP I i LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER LLD STUD WALL STEP I EXTEND FL I' BELOW S FLEXIBLEF 'DO NOT BE FIN TEMPORARILY FOLD -UP 4 SEC HOUSEWRAP(a TUCK FLAP UND at HEAD FOLD HOUSEWF IN AT JAMBS 4 SLOPE SILL R. INSTALL b' SELF -ADHERING FLASHING OVER VINYL HEAD FLASHING (WITH END DAMS) NAILING FLANGE EXTEND _ SELF-ADHERW, FLASNfNG I1 MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP STEP 7 MIN ALIGN FLASHING W/ INT, EDGE OF SILL RA. MECHANICALLY FASTEN FANNED EDGES, (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TII- FLASHING AT THE FOLD DOWN DIAGC ACRO; WINDO WPLY 4b' NOM.- :ONTIN000S BEAD )F SEALANT AT IAMBS AND HEAD o APPLY TO BACK OF 11NDOW NAILING 'LANCE IN LINE W/ 'RE-PONCHED IDLES OR SLOTS. 11DE ADHESIVE - -XIBLE FLASHING VER DRIP CAP ECTO-WRAP EOIJIv) WINDOW FLASHING INSTALLATION DETAILS O1� (FULL WRAP) SCALE: NT& STEP 4- STEP J INSTALL PLUMB, I AND $a MAIL FAC WRITTEN INSTRUC,. APPLY MEMBRANE FLASHING OVER JOINT NOTE: I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOISEWRAP, SEALANTS 4 SELF-ADHERNG FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING I NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C N I T E C T 8 6 Design Grou Ine. 441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774E078 FAX: 407-7744078 www.a bdesigngroup.wrn AA 4. 0003325 I 0 U y O F 0 2 i J u Ioumxv. a LOT. SILVERADO LOT 15 BLa�K,� 6 PUOJW128.600-01561 MODMI. 4EHB "2605-HAYDEN" GARAGIC WWWG: LEFT PAGM WALL ASSEMBLY DETAILS: WINDOW FLASHING 111, 150 MPH EXP. B OF STATE ARCHITECT. TAOF I A ROLArDAR 93723A ABOUC NO CRA DATJ1k 11/08/17 SCALD 1/4"=1'-O" 8*1mw WA5 -- -- - 2x6 SUB -BAND j W/1'x4" NOTCH ID T)a TEXTURED m WOOD, r r END, WRAPPED IN I z TEXTURED PEEL 4 STICK FINISH. CMU METAL LATH � DRIP EDGE i\ I F --------- -------- - --` ----- 1\\ I METAL FASCIA WRAP — 1 I. WDOD SHEATHING ORCMU 1 /8 ° '1/8' TEXTURED I \ FINISH m WOOD I \\ �+ WRB LAYER -I, STUCCO WRAP(FRAME ONLY) 1 1 /8 1/2' TEXTURED I \ \ _ j WRB LAYER 12, FORTIFIBER BUILDING PAPER \ d a FINISH m CMU (FRAME ONLY) � \ \ METAL FASCIA \ 2x6 SUB BAND � RCCFINCs CEMENT \\ �! WRAP Ya" FROM \ \ \ \I �°A STUCCO, I' FROM \ 1 WOOD WALL \\ DRIP EDCsE -------- FLAN 5 METAL KICK OUT EXTERIOR WALL \\ �r (FRAME OR CMU) A \ �\ NOTE NOTCH FOR 2X6 \ SUB BAND ONLY ®ELEVATION (�F'LAN A —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) `\ DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) 11/8' TEXTURED FINISH m / WOOD, 1/2' TEXTURED r FINISH m CMU i 2x6 SUB -BAND W/I"x4" NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND W4v2'x4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® 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 SUS -BAND W/t 4'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%"x4" NOTCH m END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY A R C 6 Design GION .ne. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesIgngnwp.com AA M: 0003325 x w 0 0 c e RIumm. de LOT. SILVERADO LOT 15 BLK 6 PROJWT 04128.00 —01561 acoaza� 4EHB "2605—HAYDEN" GAPt"M WITMO: LEFT PAGM WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B 0 DAATO 11/08/17 9CJUM 174'=1'-0" er>l= A 6