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Home My WebLink About6557 Wagon Trail StI 4_ • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 PLAN REVIEW 99 20005-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 • M. INTERIOR FINISH - CLASS B • BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH •EXPOSURE - B •I -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES .FT. CALC.'S SQ.FT. CALC. S IST FLR LIVING 1104 SQ. FT. M FLR LIvW. 1501 50. FT. TOTAL LIvW. 26,05 W. FT. GARAGE 431 50. FT. PORCH 43 5Q. FT. TOTAL 3005 50. FT. PATIO 80 SQ, FT, ABBREVIATIONS ABv. ABOVE LAY. LAVATORY A/C AM CONDITIONING LUM. LUMINOUS M. ADMABIE M.C. MEDICINE CABINET ALT. ALTERNATE Mm MANUFACTURER AMP. WERAGE MIN. MINIRIM BD. BOARD MTD. MOUNTED CL CENTER LINE MTL MAL CAB. CABINET N.T.S. NOT TO SCALE CIL. CEIRIG O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.R. CERAIHC THE PLT. PUTT D. DRYER PLYWD. PLYWOOD DILL DOUBLE PR. PAIR D.C. DUAL GLAZED P.T. PRESSURE TREATED DIA. DIAMETER R. RISER DOL DDENSION BAD. RADIUS DISP. DISPOSAL RA.G. RETURN AM GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR Rif. ROOM DS. DOWNSPOUT R.O. ROUGH OPENING DTL DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER SR. SINGLE HUNG EA. EACH SHT. SHEET HREYA. ELEVATION SHTTHG. SHEATHING EQ. EQUAL SHWR. SHOWER EXH. EXHAUST SLM. sOIAR EXT. EXTERIOR SL SLIDING F.G./FX . FIXED GLASS SL GL SLIDING GLASS F.G. FUEL GAS STD, STANDARD FI. FINISH SWS SHEAR WALL R.R.. FLOOR SECTION FLUOR. FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GUM M. FOOTING TIE. TICK GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAIT DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.A. GROUND -FAULT CIRCUIT 'TP. TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL GLASS OTHERWISE GYP. BD. GYPSUM BOARD Y.P. VAPOR PROOF H.B. HOSE BIB 1. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HOT. OR HT HEIGHT WOW. WINDOW INSUL. INSULATION W/H WATER HEATER IT. INTERIOR W.I. WROUGHT EON REVISIONS REV, I DATE DESCRIPTION ALL WORK $WALL COMPLY WITH ERE9/AILINC CODES PLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE , AND THE CITYOE E��1'RHI�,LS ORDINANCES INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl-COVER PAGE PG GN-GENERAL NOTES PG I -FOUNDATION PLAN PG IA -DOWEL PLAN FIRST FLOOR 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 DETADS/SECTIONS PG D2-MISC. DETAILS PG D3-MONOLOTHIC 1-STORY WALL SECTIONS & NOTES PG D4-MONOLOTHIC 2-STORY WALL SECTIONS & NOTES PG D5-MISC. DETAILS PG 116-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS : WINDOW FLASHING PG WA6-WALL ASSEMBLY DETAILS : SUB BAND A R C N I T 9 C T• Design Grou ln.. Ai N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7748078 FAX, 407-7744078 www.abdesigngroup.com _AAM:.0003325 J c: y o� U W O 4 a 0 14 a 4 x roumm & xoT: SILVERADO LOT 26 LOT 6 P1 on=T# 04128.000-02661 mol"m "2605-HAYDEN" GAPtAGX aWWII,ia: RIGHT PAGE COVER PAGE 150 MPH EXP. B FlYal.=Ltaik-'W] P T0 D11/08/17 HCAIS: 1/4"=1'-O" s13J1incT C1 6__ 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOADS R301.6 (PSF) 1. SLEEPING ROOMS 30 IL ATTICS W/ STORAGE 20 111. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301 A 15(PSF) C. ROOF LIVE LOADS R301.6 1. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) 1. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) 11. CONCRETETILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRTTERJA 1. BASIC WIND SPEED VULT=150 MPK VASD-I 16 MPH 11. EXPOSURE CATEGORY B 111. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPQ ENCLOSED BUILDINGS ±0.18 V. RISK CATEGORY It 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 ANDIOR FABRICATION OF THE WORK. 5, THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 1 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3. 1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2. 12 THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3. GAUGES AND CAMIRTS 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 NTH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED Wl A SELF -CLOSING DEVICE PER R30241 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) 11302,52 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 I- MIN. RIGID NON-METALLIC CLASS OR CLASS I DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL RAVE 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. GARAGE$ 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/�INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, O"ITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREINSEE 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. B. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF Y- D' BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 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, AQ 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2, 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE Y.". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED Y.". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-014-GROUND WHERE INDICATED ON DRAWINGS, SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION, MASONRY 1 . MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE *W TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 1 b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 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. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BE17ER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2"SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1,8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOF$, SHEATHING SHALL BE STRUCTURAL GRADE 7116'OSB EXPOSURE-1 OR 1/7 COX PLYWOOD SHEATHING, PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8' COX PLYWOOD. SIB- 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 -CUPS AT MID -SPAN FOR SPANS GREATER THAN 16"ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED %'SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16'OSB EXPOSURE-1 OR 1/7 COX PLYWOOD SHEATHING. 1Z MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUM AREA SHALL BE 8 FT . SO. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2, 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTIOM 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-198Z 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX 8 OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLEC11ONS SHALL BE LIMITED TO L1360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY 17, THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LLIMBER SHALL BE GALVANIZED OR VARYBUTIT SHALL NOT BE LESS THANl, INCH AND NOT MORE THAN% INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2. OF THE FBCR 6TH 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 INA RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDERTYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16' ON CENTER �M. 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 WIA AND SUPPLIED IN FLAT SHEET$ OR ROLLS CONFORMING TO ASTM A185, LAP SIDES AND ENDS A MINIMUM OF 1 T. LOCATE WWF 2'FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION RSM.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 26'. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25"WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3' B. CONCRETE EXPOSED TO EARTH OR WEATHER: 1. #5, W31 OR D31 AND SMALLER 2' C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 1. #11 AND SMALLER D. BEAMS, COLUMNS: 1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1 . ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B, NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D, TRUSS PLATE INSTITUTE: [NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE 'SIMPSOW STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF SOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG, 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE NTH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). PLUMBING I . 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 F19M FITTINGS. 3. CONDENSATION UNES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO CAVE 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). EMRIOR 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 1.6 TIMES THE DESIGN PRESSURE CVTCDlf%n Clulauce 1 . WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %8' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-11a & ASTM-C1063-12a 3. LATH & ACCESORIES PER ASTM-C-1063-1 IA & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIM ITED 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 ASTIVI-C1063 - 1 1A AND R703.61 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOMD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02M17 A R C N I IT I-C T 3"4 G ou pin WO.nc. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 slgngroup.com www.abde OA AA #*. 003325 r -4 EST rNUSDIV. & W SILVERADO LOT 26 LOT 6 1pitoj=T# 04128.000-02661 MODEM.: 4EHB "2605-HAYDEN" GAMAGE 8WING: RIGHT PAQW. GENERAL NOTES 150 MPH EXP. B j F-PRUM -I DATU 11/08/17 8CAIM: 1/4"=V-0" BMW= % G N-.....# A R C N I T R C T E C 39'_y,• 101-01 4' GONG. -31/2',y, SLAB 29'-6' jI � 13I W �. -i-- —— — — — — —— — — — — —I ' CONC., REINF. W/ I WI.4XWI.4 WJM ON 6-MIL POLY- OL ELEV. ETHYLENE VAPOR RETARDER FIN. GONG. SLAB ON WELL -COMPACTED CLEAN I ■ ■ i FILL TERMITE TREATMENT SHALL ?' BE BORA-CARE --____ I �m I ■ I ■ I I B �011 LJ11x _ j r _— --- 1 6B ki Iyl ■ 7 n 1 I L-- --E .J DI IID L— I qqI■ AV. ( L N� SLAB IDI/2' 1 — — — — `uJC, — _ `STUB 1 _� UP r I OPT. REF. ++ TO 2ND FLR I 2'-8" I I I 9'-O" �ZZ 9'-4' `^ 1' PVC CHASE I ■ FOR ELEC. TO ISLAND BOLLARD I 30'X30'X12' CONC. AS REQ. PER 24'X24'XI2' CONC. PAD W/ BLDG. CODE PAD W/3-'"5 BARS ,n I CHAIRS E.W. ON CHAIRS s 65MIN. 3' COVER I MIN. 3' COVER — I DI CHASE OIL 0'-O' ELEV. I I EXTEND I I FIN. GONG. SLAB SLAB 11/2' L- ----- - - - I 3 1/2' ■ ■ ■ ■ ■ T 1/2' I AO° DI 13'_8. I 3 _4° 2'IIO" L 4' 0 ■■ ■■ ■■ ■ ONO, O W�W 24'X24'XI2' CONC. 4 PAD W/3-"5 BARS E.W. ON CHAIRS MIN. 3' Il'_4• COVER (2 TYP.) S'-0" 20'-4" FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FEfCR 5TH EDITION (2014) 4• CONC. SLAB GOND. �pp3� Wo-O DI 9w0 Wu 2'-10' 2' VTR 2"Y 1,U2 1 I I-1�• k/ 2• h-ln V LAV 2' VTR 2' 3 I 2 LL /2' VTR 3• I I ^WASHER / 1 I --- , j, KITCHEN SINK W/ R ^^d I-V2 AUTO VENT UP �AV 2' AV a• 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) "Sxl 1/4 p A/C SHT MTL SCREWS _ UNIT V1 SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO CONIC, GONG. W/ (2)-3/I6'X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA OVER HEAD • 12' FROM STRUCTURE „DesWn PH: 407-7T4.8078 FAX: 407-7744078 www.abdeslgngMup.com AA & 0003325 ti U m •y- 0 a h C R 4 0. V ruwrv. ae MID SILVERADO LOT 26 LOT 6 mn 00 0-02661 moamrt 4EHB "2605-HAYDEN" GARAGM awns: RIGHT PAC= FOUNDATION PLAN 150 MPH EXP. B ARCHITECT+ - STATE OF FLOW V � I R A AB=r ACRA AR NO 93723 DP � 11/08/17 8CALm: 1/4°=1'-0•' s� DOWEL PLAN A N C N I T E C T E 6 Design GrouP"�ne- KI N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-77446078 FAX: 407-7744078 www.abdesigngfoup.com AA A 0003325 w y O a y G 2 4 aumly. ee tear SILVERADO LOT 26 LOT 6 PROJMT# 04128.000-02661 MODM 4EHB "2605—HAYDEN" CIARAOM BWXKG- RIGHT PAGM DOWEL PLAN 150 MPH EXP. B. DAAIS' 11/08/17 8CALE: 1/4"=1'-O" aHmmsr I A R C R I T E C T R PATIO -- LT4 -------- 9 9 (2) 3052-SH 3052-61-1 6068 SGD. I I 4^ZT�R4-rt LINTEL SCHEDULE DINING LIVING BEDROOM #2 8'-8' CLG. LINTEL LENGTH TYPE COMMENTS NO, L 1 IT-4' SF28-I5/IT 1 L 2 4'-6' 8F8-6A1' I L 3 l'-6' EFI6-I5/7 L 4 l'-6' SF24-I154T I I I L 6 4'-6' SFI6-05AT I I I — — — — — — — — — L 6 6'-6' 8FI6-IB/IT ® II I I 1 I I L 't 5'-10• eFI6-05Ar II 11 BATa,�� I II I 0 ITC If EN I I I I I I 1 1 I O I I ° L--J FLEX III III III III III GA GE a'-e III FOYERK R III e'-a' cLG. III m In ul (2) 3052-SH 30613 W1 36 xl0' L— 3 tH TRANS. OL-2----- L-1 8'•8' CLG. L— 6 LINTEL SCHEDULE NOTE: THE LINTELS MAY ME SUBSTITUTED Ll LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES - STATED Wbeshm PH: 407-774.6071 FAX: 407-7744078 www.a bdeslgngroup.com AA 8: 0003326 W w 0 4 a W O A FF ti 0. U J eUBDM ae LOT: SILVERADO LOT 26 LOT 6 PROJlOCT* 04128.000-02661 moa 4EHB "2605-HAYDEN" OARAGR Ill RIGHT PAGN: LINTEL SCHEDULE 150 MPH EXP. B ll Dw11/08/17 SCALI& 1/4"=1'-0" axrlr 1B 5AFE LOAD TAFLE5 FOR GRAVITY, UPLIFT 4 LATERAL LOADS 5' PREC,45T 4 PRE5TRE55ED U-1-INTELS GfRAVIT�' TYPE LENGTH 8IJ8 1 OFS-05 OF12-05 OF16-OE 3NO-00 �F24-0e W-25-Ce 3P32-J OF8.1510F12-115 OF19-15 OF20-115 OF24-IB 8F28-11B OF32-15 2'-10'(34') PRECAST 1 23021 3166 4413 6031B 1526 W04 10412 IIS36 3166 44-13 603S 1526 W04 10412 IIS36 3'-ro' (42') PRECAST 2302 3138 3311 46ft 6001 1315 8630 "41 [ 311686 4413 6,03'3 1526 W04 10412 IIS36 4'-0' (48') PRECAST 202S 2325 24S6 346-1 4436 5410 63a4 1359 -2646 4413 603-3 1526 S004 10412 111336 4'-ro' (54') PRECAST 1&51 Mai IS13 2651 3403 4145 48% 15644 2110 4021 603t 1526 5004 10412 S668 E,'-4' (64') PRECAST 1184 1223 1301 ISM 2311 2826 3336 3046 1665 265S SCSI r.C--* 540; 6424 1450 PRECAST S12 1000 105cJ 1414 ISBJ 2304 2121 3131 145e 2464 4144 5458 4431 52W 6122 PRECAST i255 2101 3263 214f. 335S 3911 4585 1255 2101 33S& 52&V 1134 SSW &SW 71'-ro' (IBO') PRECAST 16-1 102-3 1615 2380 I'3J4-- 243% 2966 3333 1021b 1615 2610 --383--J 55,46 6613 5041 V-4' (112') PRECAST 51.3 632 104S 14611 1210 1482 1154 2021 166 1212 1816 2544 346'5 4030 3121 10'-o'(12ro') PRECAST 45ro 802 1125 155 1122 1326 1535 658 1025 1514 20al 2114 3130 2404 ll'-4' (13W) PRECAST 445 5W 1535 1365 1654 23" IlcJ3 2015 K462 5W S35 1365 1864 2441 3155 4044 12'-0'(144') PRECAST 414 545 864 1254 Ir.S15 2014 1510 1816 S, 555 a64 1254 I(PS3 2211 2832 35W 13'- 4' (160') PRECAST 362 421 12ro 1020 1331 1635 1224 1418 485 148 1016 1438 1655 2343 21320 14'-0*(Iro5') PRECAST 335 381 648 e113 IIW 1462 1081 1260 455 100 1003 1335 1114 2153 2666 PRESTRESSED N.R. MR MR MR MR MR MR MR 465 165 1370 2045 2610 3165 3165 PRESTRESSED N.R. MR MR MR MR MR MR MR 420 &W 1250 le55 2310 29SO 3410 ll'-4'(20>6')PRESTRE5SEr N.R. MR MR MR MR MR MR MR 310 530 c35O 1400 IWO 2200 2600 15'-4'(232') PRESTRESSED N,R, MR MR NR MR MR MR MR 240 400 150 IOW 1400 1120 2030 21'-4' (2�76') PRESTRESSED N.R. MR MR MR MR MR NR NR 183 330 610 %40 1340 17M 2110 22'-0'(264')PRE6TRE55EDj NR. MR NR MR NR 1 It&Ro- ;N;R; 510 910 _,_NR 1250 24'-O�288') PRESTRESSE N.R. MR MR MR MR MR MIR MR 130 240 410 1 120 1030 1350 fr. 10 MATERIAL5 1, F'r- precast lintels . 3500 Pot. 2� F'c prestressed lintels - 6000 psi. 3. F'c grout - 3000 psi w/ maximum 3/9' aggregate. 4. Concrete masonrV units (CMU) per ASTM CW wl 11 infmum net area compressive atrerQth;,,lwo Pot. 5, Rebar provided in precast lintel per TIM AWE, GIR&O. Field reloar per A5TM A615 GR40 or GIR&O. (0. Prestressing strand per A6TM A416 grade 270 low relaxation. 1� 1/32 wire per ASTM A5,10- 5. Mortar per ASTM C210 t�pe M or S. 5' PRECA5T 4 FRE5TRE55ED U-LINTEL5 UFL FT LATERAL TYPE LENGTH 9-ITjeFI2-IT 16-IT 20-1 24-IT 3F20-IT SF32-IT 9U8 OF8 9-2 12-2T 116 -2T 20-27 3F24-21 5F28-27 SF32 -27 2'-10'(34') PRECAST 2127 2818 .4101 5332 6565 1611 W55 -1 2021 2021 2121 2154 3SBI 51W 6401 1630 '-g;; 3'-ro' (42') PRECAST 216D 229e 3260 '4231 521-4 6204 1IS2 1151 2165 2215 3165 '4125 DOSI 6061, 703-6, 1251 4'-V(45') PRECAST 1816 IW-3 '2832 36M 4!532 5361 6245 We 12138 Isla 11325 2150 3583 4422 5264 6110 4'-eo' (54'� PRECAST 1660 1162 2501 3251 4010 4161 5525 72-1 1 121 1 1660 119* 2435 3111 31513 4658 5406 5'-4- (64')PRECAST 13S3- 1484 2110 2141 33-5 4010 4CP49 505 505 13S3 1431 2050 2rolO 3213 3S20 - 75 4-1 PRECAST 1212- 13_ 1 _ IcJ30 2505 3004 42 418 418 1272 1315 1915 2441 -VIO 3563 41;1' ro'-ro'(7W) PRECAST 1141- 1200 1133 2250 216's 132,30 3812 — 101 55-1 1141 1162 1694 21-32 2103 1 3216 3132 (W') PRECAST 9-5j- S12-- 1415 11314 2354 1 21'Bl 3240 651 SW 1025 1466 IWI 2351 2lSl 3 74-1 5.51 13'-4* (112') PRECAST 801- 612 WO 126'5 1560 1952 2144 454 6,30 WI 155 IM2 1550 ISO 2211 [2634 I0'-W(12ro') PRECAST 116- 4W 1153 1021 1261 14S& 1131 4133 ilrb Wl 1031B 136S 1-111 2034 73D-8 -1136 ll'-4' (13ro') PRECAST 666- 4391 61br. ftS 1104 130S 1515 3'&3 666 535, SOD 12SB Isw IOS6 12'-0'(144') PRECAST 601- 400 631 816 1001 1186 13-12 1 134014154 631 466 ale 12M 1514 -ISS 200& 13'- 4' (Iro 0') PRECAST 500- 340 532 686 841 9sl 1153 302 3155 15513 409 692 1004 1361 16,31 feel 14'-0'(Iroa') PRECAST 458- 316 4S3 635 115 S22 1065 256 360 546 316 6215 1522 1254 1561 lairb 14'-VOlro') PRESTRESSED 243 2W 45% Val '724 551 SW 243 352 582 552 1156 14111 1142 I5'-4'(lS4') PRESTRESSED 229 219 430 553 611 1 WI S25 N.R� 321 228 3215 D42 TBI 10-12 1361 1616 ll'-4' (208')FIRESTRE55EC) 168 236 1 361 464 561 610 1-14 N.R- 255 190 216 44-j 64S 614 1121 1385 IV-4' (2329 PRESTRESSED 165 20-1 313 401 4W 516 661 N-R- 204 165 73S 383 550 136 S40 11&0 21'-4- (2569PRE5TRE55ED 145 186 218 356 433 512 550 N.R. 11 2 142 212 3-16 411 635 801 15S3 22'-O'(2649PRESTRMESSED W� ISO 268 343 418 4S3 566 131 205 322 451 601 ill S41 24'-VY2W') F'RE5TRE5SEr,:> 121 165 244 312 390 441 515 124 186 2W 408, 1 53S 680 833 GENEfRAL NOTE5 -REDUCE VALUE 5Y 25% FOR GRADE 40 FIEI-D RE5AR 6- PRECAST W1 2- RECE55 DOOR U-LINTEL6 GRAVIT�' TYPE LENGTH SSUG MF-6-00 SWW-051OW14-00 OWIO-00 81W22-0e 8W26-0Cj8W3V-dM OFRF&-ID SWIC-15 SW14-15 ORF10-15 OW22-15 OM6-101 OMM-15' 4'-4" �52') PRECAST Wee 55! 1021 3053 3412 2W2 4W2 31354 6412 4WS 14541 5W4 e4lb 6SW 10819 4'-ro' (54') PRECAST i3sl 144S 2192 2114 39,00 4481 E'315 6264 —I .,,,2 3412 4M 6412 -IS41 S41. 10618 5'-5" (659PRECAST 532 1602 15W 2056 2566 3011, 3585 185 r I 1 —53 2162 4014 6412 6516 D514 653S 5'- PRECAST 135 iis 1500 1441B IS24 2400 2916 3352 1103 2051 3511 6412 6516 54DO 6411 ro'-8' (80')PRECAST 522 Wl 1611 21533 2516 3223 38-12 4522 Wl 1611 21J33 4100 6130 0111 (0101 I'-ro' (90')PRECAST 1&1 1317 2252 two 2461 21a44 3 j 665 164 1311 232S 360S S2 6624 a43 5132 Ti'-V (Ilro') PRECAST . 311 420 834 12F,3 1011 1342 1614 1006 r 53-5 S29 14SI 21113 2618 3555 2615 2 0' FRECA5T W1 2' RECE59 DOOR U-LINTELS UFL I 'F-T LATERALI LENGTH TYPE WF6mrr 8RFkV-IT 8W94-JTjwwis-rr 8M2-ITj8W2*-1T8WW-IT BFW-6-2T 8WIC-2T SFIF114m2T SWID-2T SFIF22-2T SFF26-2T OW30-21 8R.* 4'-4' (52') PRECAST 1244 ir'13 2413 3260 4112 4Srol 5a25 32 S32 1244 ISM 233S 3110 4008 . 4850 56'36 1332 4'-(o' (54') PRECAST IIS2 1501 2311 3121 3S31 4156 "ll 3 853 11132 1455 2240 3036 3831 4643 54;3 $53 (OW)PRECAST S24- 1112 IIS5 2423 3005 -168t 4325 Sol W4 1132 1141 2351 21315 1 39,03 72-30 501 5'-10'(709 PRECAST 856. 1138 1142 2352 2Z&5 3591 41W 4roe =, OeS 19,W 22W 28111 34'31 4106 4ibs (50')PRECAST lie e82 1513 2042 25-13 3107 3642 1100 -7— 70 IaS& 1460 IWI 250S 3035 -;;—, '3 530 (W')PRECA5"F &BS 6-ji 1325 1810 22W 2153 3221 110 S41 &8e 9413 1302 1162 2225 -- 26W V-S' (11W) PIRECAET 533- 433 We 1 1123 1413 1104 1 IS%5 533 521 100S 7_ I ' 1 1128 1 2088 1 2450 TYf=E 1�>E616zNATION -REDUCE VALUE 15Y 15% FOR CBRADE 40 FIELD RE15AR 3: LU F - FILLED UJITI-I CiROUT / U - UNFILLED QX IS 4, a QUANTITY OF 'D REBAR AT < 50TTOM OF LINTEL CAVITY z OF 1 15 /IT NOMINAL WIDTW-j L QUANTITY Or $!5 NOMINAL WEIGWT-J RE5AR AT TOP 5' MOM 5AFE LOAC) TABLE NOTE5 1. Provide full mortar head and bed joint&. 2. Shore filled lintels as required. 3. Installation of lintel must compl� with the architectural and/or structural drawings, 4. I-Intals are manufactured with 5-1/21 long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All linte is meet or exceed L/360 vertical deflection, except lintel$ 17-4' and longer with a nominal height of 5' most or exceed LIIW. ro. Bottom Field added rebar to be located at the bottom of the lintel cavlt�. 1� 1/32' diameter wire stirrups are welded to the Ivottom steel for mechanical anchorage. 8. Cast -in -place concrete ma� be provided in composite lintel in lieu of concrete mason units, J. Sal's load ratings based on rational design arial9sis per ACI 31a and ACI 530 RE5AR AT TOP MIN, (1) REQ'r> 1-1/2' CLEAR 5 REBAR AT BOTTOM OF LINTEL CAVITY /8'ACTUAL BOTTOM REINFORCING PROVIDED IN LINTEL INAL WIDTH (VARIES) 1. All values based on minimum 4' bearing. Exception: SaFe loads For unfilled lintels must be reduced lo� 20% if bearing length Is less than ro-112', Safe loads For all recessed lintels based on V nominal bearing. 2. N.R. - Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grace 40 or grade 60 Field rebar. 5. Additional lateral load capacft� can be obtained lo� the designer bv providing addlonal reinforced m4sonr� above the precast lintel. ro. One 4`1 rebar ma� be substituted for two 05 rebars in 8' lintels onlU. 1 The designer ma� evaluate concentrated loads From the sals load tables b� calculating the maximum resisting moment and shear at d-awag From the face of support. a. For composite lintel heights not shown, use safe load from next lower height. S, All safe loads in units of pounds per linear Foot. A R C N I T E C T 3-1 6 GaDesolgn roupi.c. WIN - RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 wwwabdesignill AA #: 0003326 rq e8MDM &. 1,0'rO SILVERADO LOT 26 LOT 6 IPROJMT# 04128.000-02661 MOD111111111, 4EHB "2605-HAYDEN" GAPLAGZ SWUM* RIGHT ]PACIIIIIII! SAFE LOAD TABLES 150 MPH EXP B I f p DAIM 11/08/17 BCAXM 1/4"=I'-O" 111111*01W T--) A R C N I T l C T S e v 21'-1' PATIO OVERHANG OF ROOF ------------ — ABOVE 10'-2' II'-2' 15'-8" 2'-b` 6069 SGD. m I (2) 3052-SW EGRESS DINING j LIVING ROOM - ROOM BEDROOM #2 12'-5' 6'-I0 3'-8°-10' 5'-4" 3'-4" 9'-(D" 1 71 v I 0 6 9 A --------- I I I IR-ISH Z II I I� AT 3 O I $AU. 1 Glv. '-8' GLG. I S1 � I I I ro N 9 LAV. UP 19 KITCHEN I ' WC. 8'-O' CLG. 2-6 42' H. HALF L$AU. WALL W/ cAP STOR. O HB ` 1- OPT.1 SLOPED GLG. M 3-SH 1� REP b36 STAIR DATA C. I6 R15ER5 a 1.54' GOND. @ ARCH V. 15 TREADS • 101 _ 1' N051t"Ks X BOLLARD - A ------ PER BLDG. Ili p CODE FLEX III e - GARAGE a'-B' CLG. III �' FOY e'-e' cLG. III- me a'-e' cLG. a (lliv 3068 W/ Illy, 10. TRANS. a III-@ m (2) 3C52-5H H PORC---------------- 6k� Il'-4` 8'-0• "''��IIII"".. 20'-4' FIRST FLOOR PLAN NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERI'lA-TRU P15ERGLA55 DOOR W/ TRANSOM (SINGLE ASSEMBLY) MIN PIG= GA=l n/ TP R —11p n IIII 6=I c-,. —..V r'C"— -fin PER SECTION R302.5.1 OF THE FBCR 5TH EDITION (2014) EXTERIOR MASONRY WALL 5RG. HEIGHTS a' -a' BRG. LOADLOAD®LL U.N.O. ON PLANS SQ.FT. CALC.S IST FLR LIVING 1104 50. FT. 2ND FLR LIVING 1501 $0. FT. TOTAL LIVING 2605 50. FT, GARAGE 431 SO. FT. P02:4 43 60. FT. TOTAL 3005 $a FT. PATIO 80 S0. FT. BL. TOP PLATE B B�ETAIL A SCALE; 1/2'-1'-0' CQ� @ calrarelr Ate aaDDNG Vw LOADS %= Nfe WWM FOR 38B= Q= aum $am tote =WHWW VW ISiM AM TM FOOTAGE_ MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 19 5 24/-31 DR MIN. CRITERIA SGD, MIN. 41 5 23/-29 CRITERIA 16010 O.H.D. 1 112 5 1 21/-25 , BASIC WIND SPEED MPH 150 (Vult) INTERNAL PRESSURE COEFFICIENT = t 0.18 BLDG. CAT-11, EXP.=B, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODUTED PER SECTION 612.2 OF .. (= 1) TC MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OWROL DATE 07/01,h8 Design Grou t�e 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA A`: 0003325 o rn 0 a O 3 z J. MGM ae LOT SILVERADO LOT 26 LOT 6 Pmn=T# 04128.000-02661 xoaIm.: 4EHB "2605-HAYDEN" GAP—%G= BVIN0S RIGHT PAGO FIRST FLOOR PLAN 150 MPH EXP B ow aP TO 11/013/17 SCALE- 1/4"=1'-0" alum" 2 HANDRAIL a 36' W/ 2X4 RE-INFOF CLEAR SPACE BETWEEN HANDRAIL AND THE WALL +LL BE NO LESS THAN 1 1/2' PER FBCR R311.1.6.2 NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTIC DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN E A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4' SHALL HAVE A MINIMUM RADIUS OF 116'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 5 FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN At, DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATIOP SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.G. 2014 HANDRAIL DETAIL SECURE TREADS TO STRINGER (2) LAYERS CF 3/4' PLYWOC I, 4'-2" 1 15'-10, 15'-6" 11 4'-2" I, DH R 8'-0' GL . —DEL 5TUD 5'-8" ., 3'-F 3 8'-0' CLG. -4" 3'-0' , 4X4 POST DB R 8'-E' GL ro (2) 322--SW 55 Ile 6 _8. � 18' 42' H. HALF WALL W/ CAP (2) UPSTAIRS LIVING 8'-0' CLG. ; w _ v P4 �5 0' CLG. DEL STUD 2'-4' ;t 42' H. HALF WALL W/ CAP CIV LAUN• '^ �, 4 Im CLG' DN. FIL PT, 11 OPT. I D—IL w—j 4w.I.C--L ' r— CLIG. I 1— `v 5TAIR -0' 1' DATA 16 RISERS a 1.54' TREADS a 10' 3-5H C W NOSING p _21- 22X36 ATTIC 2040-5F1 )ND 21' _ 8. 4X4 POST OWNER'S SUITE 8'-0' CLG. AH U W/(3- 3' SCREWS a EA OR (2) LAYERS OF 3/4' SUB 3/4' T4G 61,115 FLOOR NOTE: STRINGER UNTHREADED SHAW FLOOR MATERIAL RIPS FOR GLUE0 4 SCIqMWEO 2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID TO EXTEND BEYOND THICKNESS SOLID NAILING PER FASTENER DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE OF SUB -FLOOR SHEATHING SCHEDULE 10'-0 3/4' 2ND FIN. FLR. / B / 8'-8' ERG. HGT. / FLR TRUSSES / / 42' 14. 1/2 KICK / 9STTAAIIRS RISERS TO CONFORM TO FBCR 5TH WALL W/ P LATE EDITION (2014) CAP NOSING / STAIR DATA: MIN. TREAD-10' MAX. RSER•1 3/4' 3/16' 10, 16a 1.5 MAX. VARIATION IN RISERSMREAD8 / MIN. 15R a ADJACENT TO EACH OTHER 3/0' MAX. / 10'* V NOSING VARIATION IN ANY RISERITREAD HANDRAIL CIRCULAR CROW SECTION VIA. TO 15E 1 3/4' 1/4' OR PROVIDE EQUIVALENT S T 0 R . / GRASPABILITY WINDERS- MIN. 6' WIDE NARROW END MIN. II' WIDTH • 12' FROM / NARROW END 34' MIN. HANDRAIL W.T. -2x@ 9YP STRINGER REUFORCED W/2X4 OFF Z w / W/CONT. BEAD OF SUB -FLOOR ADHESIVE NOSE_ ENCLOSED ACCESSIBLE SPACE UNDER m PL-400 OR SIMILARE • STAIRS SHALL HAVE WALLS, UNDER STAIR _ a- t0 / EA HORIZONTAL RUN SURFACE AND ANY SOFFITS PROTECTED ON a O / THE ENCLOSED SIDE WITH 1/2' GYPSUM 2 x 4 BOARDS. FBCR 311.2.2 _'" / RE-I�ING • EA. 2 X 12 STRINGER / SECURE W/12d W-8' O.C. lul 0'-0' FIN, FLR, ATTACHED W/ 10d 0 MASONR2X4 YNTOS AZWP.T. BLEEPER INTO SLAB WITHIN 8' SLEEPER STAIR DETAIL OF EACH END, 32' O.C. MAX. ly ,aLs, -..I- Aolouse. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngmup.com AA N: 0003325 y y i a a a x aumrv. ae LOT: SILVERADO LOT 26 LOT 6 PROJECT* 04128.000-02661 MODZU 4EHB "2605—HAYDEN" GARAGE eMUM. RIGHT PAGE: SECOND FLOOR PLAN 150 MPH EXP. B ARCHRECT STATE Or- FLORIDA i DATA 11/08/17 SCALE: 1/4"=1'-0" as><EET 3TD. GALLS - OFF -RIDGE VENTS ONL AREA OF ATTIC 1555 SO, FT. NET FREEVENTILATION AREA REQUIRED = IV 300 REQUIRED VENTILATION AREA 2595 /300 us VENTILATION AREA SQ. INCHES PER FT.(144) 760.9 SO, IN - MIN ' REQUIRED VENTILATION .Sx 7648 IN UPPER PORTION OF ATTIC 38(14 SO, IN. OFF RIDGE VENTILATION AREA = 1155O, IN. PER VENT 380.4 /115 TOTAL N OFVENTS REQUIRED = 3.30783 TOTAL#OF VENTS PROVIDED - 4 'AREA OF ATTIC ISTHE PERIMETER OF THE HOUSE, LE55 THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL NO OVERHANGS INCLUDED) A DECO: DETAIL 1/8' THICX( 3 COAT CEMENT PLASTER OVER GRADE 'D' FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' FELT PAPER 4'x4' GAL. V. 'L'-TYPE FLASHING SET IN ROOFING, CEMENT FIESERGLASS SHINGLES OVER V 2.6 LEDGER SEOLIRED FELT PAPER ON T/I6' 0.5.5. W/ 1/4' x 4' LAG DOLT SHEATHING OR 1/2' CDX W/ 2' 01.4 RASHER PLYWOOD SECUIRED PER 24' O.O. MAX NAILING SCHEDULE LSU-26��`_ 4 2x6 RAFTERS — �I .'-8' amw. HGT. ,a \ LUS26 W/ (4) 10d'4 ' TO LEDGER AND (2) 10d'. TO 2x6 JOIST 2X6 LEDGER W/ THREADED ROD 3.0 2,_O„ MAX. SET IN SIMP80N HIGH STRENGTH EXPDXY 6' MIN EMBED. I/2'THI(;K, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY PROOF @ S.G.D. SCALE: 112' • 1'-0' SHINGLE �„ ROOF FYPON IS'X4S' DECORATIVE SHUTTER OR EQUIVALENT IS'-0 3/4' 2ND FLR ERG. HGT. I 14A xa TYP. 10'-0 3/4' 2ND FIN. FLR,L HGT.� 6' RAISED BAND (TYR) 14(3 xA3 Trn 4' RAISED BAND (TYI- 0'-0' FIN. FLR,LIrl _ TYI Ills �� fill IIIN iIII © 111! ■� 1111 IIII PH N ■■I ■■ I111 - 0 FRONT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 14' -0"- 18'-0 3/4' 2ND PLR J. BRG. HGT. — — — I U WA U NA MIN Na TYP I NAA NA NAI L B 1V-0 3/4' 2ND FIN. FLR 0'-6' BRG. HGT rLY — _--_ — ---- -- — — — -- — II ❑� �A oa Nas �'a TYP. I... F 0'-0' FIN. FLR _ `� ~' _ _ _ _ _ _ _ REAR ELEVATION TEXTURED FINISH 11 )' Y BRG. NCsT. [ I -0 FYI -ON IS'X62' DECORATI VE ESHUTTER OR NAA NA NA EQUIVALENT /-- 4' RAISED BAND 10'-C 3/4' 2ND FIN. FLR S'-8' BRG. HGT. _-- �--6' RAISED BAND NA �-- COACH LIGHT m 0-0' FIN. FLR -S' ER.s. HGT. -- �0'-0' FIN. FLR A a c N I T E c T a 6 Group IFTc. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774-6078 FAX 407-774-4078 www.abdes ngrou"com AAlh.0003325 w y U w 0 a 0 eq E: C V J BiTmm as LOT SILVERADO LOT 26 LOT 6 PROJmCT# 04128.000-02661 mo En s 4EHB "2605—HAYDEN" GARAGS BWDM: RIGHT PAGIM FRONT & REAR ELEV. "C" 150 MPH EXP. B ARCHTECT STATE OF FLOR®A Q I LR0L%A. NOACRA 93723 D 08/17 8CAL8: 1/4"=1'-0" 8i1m8T 4C RIGHT ELEVATION TEXTURED FINISH LEFT ELEVATION TEXTURED FINISH A R C H I T E C T S 6 Design Grou one. Al N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.774-W78 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w y w 0 F a 4 R O 4 � U STJEDIV. Is IAT: SILVERADO LOT 26 LOT 6 PROJECT/ 04128.000-02661 MODEia 4EHB "2605—HAYDEN" GARAGE 8Wn9G: RIGHT PAOE: LEFT & RIGHT ELEV. "C" 150 MPH EXP. B ARCWTECT STATE OF FLOMA DA�J M 11/08/17 SCALE: 1/4"=1'-0" sIiEET 5 DENOTE RAT RUN • 10, Oc MAX. .. = DBIME 2* 6IRWedLlC 0 10, 00 NAY BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING o 4'-0' O.G. BETWEEN TOP CHORD . 2X4 SYP "2 X-BRACING. REFER TO DETAIL S/D5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP -1 OR SPF BEVEL CUT TO TRUSS TOP CHORD W/10d x 3' NAILS c 6' O.C. STAGGERED NOTE: REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE i REQUIRED FASTENERS. FT6 II II II II II 1 'II II FT9 FT8 I 11"II II II 1 u FT4 LL II ( I II II II II II II I I I IJIJW II uuuNNNNN��mmmmm I II II II II II I I II I NNNN�N�INNN��WNN NN�� II II II II i II II II I I I II II II II II II I i III IINI�I�uuu;;N t l I I I I I I I I I I I I c u��K' 12G I 111 1 I I I I I UL, ILLLJ �I-TRU55TO4XEj 1 1 1 ITPOST2)0420 (POST TO SL HTT- — — =1 — I FGI — — _ m _ (2) 2XI2 HDR W(2) JACK / () — = s—T— —_ _ __ _ (2) FULL STUDS EA. SIDE _ — T :3 a — — _ ~ LL 0 Z:=3- IC III ul FTGE2 = 14UC-410 1 I w _ — _ = -------------------- F GE ■ ■ (2) 2X6 LEDGER — SECURED W/ I/4'X6' EGE LAG BOLT W/2' DIA. WASHER a 24' O.C. FRAMING PLAN CCA 01/22/16 A R C N I T E C T t 14 msi n GrouP"2nd 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wWW.abdesigngroup c0m AA M: 0003325 It 0 a y 4 �e G 4 c runwrv. ae LOT SILVERADO LOT 26 LOT 6 P1toJECT* 04128.000-02661 "opmu 4EHB "2605—HAYDEN" GARAGE BVING: RIGHT PAGE: FRAMING PLAN ELEVATION " C» 150 MPH EXP. B of ARCHnCT-- STATE OF FLOPM N DA11/08/17 SCALE: 1/4"=1'-O" opmm" 6 N C N IT E C T I :: =DENOTE R4T F4N � 6a' 0/G f1AX. .. � DBWTE 2X6 6TR7NfiBA0C o m' 0/G t•1AX. BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING • 4'-0' O.C. BETWEEN TOP CHORD 4 2X4 SYP -2 X-BRACING. REFER TO DETAIL S/D5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP 02 OR SPF BEVEL CUT TO TRUSS TOP CHORD W/10d x 3' NAILS • 6' O.C. STAGGERED NOTE: REFER TO TRUSS MFR'S SIGNED 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) MT5-12 POST TO BLK HTT-4 ROOF FRAMING PLAN CCA 09/22/16 3 TRUSS TO 4X4 POST (2) MTS-12 POST TO BLK. HTT-4 TRUSS TO 4X4 POST (2) MT5-12 POST TO BLK. HTT-4 LONGWOOO, FL 32750 PH: 407-774-W78 FAX: 407-7744078 www.abdesigngroup.com AA M. 0003325 ti w •y- 0 a rn A A 4 � U J aXMDIV. & LOT: SILVERADO LOT 26 LOT 6 PROJmCT# 04128.000-02661 MODEL: 4EHB "2605-HAYDEN" OAltAGim awnda: RIGHT P ROOF FRAMING PLAN ELEVATION of c>l %150 MMEXP._ B �a ROLArD A ABOUCHACRA AR NO 93723 DATZ: 11/08/17 sCALm: 1/4"=l'-0" ERimmT (C CONNECTOR SCHEDULE I CONTROL DATE. 01-00-1-1 SIMPSON USP I DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 14" HTA 16-16 1625 (S) 10d 1 1/2' I -PLY, (6) I&d 2-PLY, (USP; (10) 10d X 1 1/2' - NO I&CI OPTION) (2) META- is" (2) HTA I& - 16 2800 (10) 10d 1 1/2' I -PLY, (USP; (10) lod x 1 1129 2515 (14) t&,:l 2 -PLY (USPs NO 16d OPTION) PETA-16 1810 14TA 16 16,70 �J) I" x 1 1/2' I -PLY, e8) I&d 2-PLY USP. (10) 10d x 1 1/2', NO I&d OPTION HETA-20 lalo HTA 20 to -to el) 10d . 1 1/2* I -PLY, (8) 16cl 2-PLY U5P; (10) Wd . 1 1/2', NO l6cl OPTION >_ (2)14ETA-20 2035 (2) WTA-20 3230 (0) 10d x 1 1/26 I -PLY USP: (10) 1" x 1 1/2' 25M - 112)16d 2-PLY (USM NO lbd OPTION) 0 LGT-2 2" WGT-2 1550 (1) 1/4' x 2 1/4' TITEN, 2 (USM 5LK (5) 1/4' WIS, WOOD (16) 104:4 0 DETAL-20 24M DHTA-20 2430 (10) 10cl x 1 1/2,1 FLY MGT 3565 MUGT 4115 (1)!�/S'A.T.P-INHIC�14STFIMW.TWEFIO>(Y(MIK12*Etl5W),(22)lOdTOW00C> (USPi(2S)l0dTOW000) HGT-2 WSW HUGT-2 s1w (2) 3/4' ATA. IN HIGH STRENGTH EPDXY (MIN- 12' EMSED), (Ir.) 10d TO WOOD (Us,-: WOOD (8) 101d) HGT-3 0530 HUGT_3 %fto (2)3/4'AT.R. IN HIGH STRENGTH EPDXY (MIK I2'EMMEO),(l6)I0d TO WOOD (USP;WOOO(a)Iod) LGT3-6052D 3280 LUGT-3 3529 2)SPS I/4'x.3'TOGIRVER.(4) 3/8'. 5' TITEN HD TO WALL (U6P: CONC.(4)31VX S* WEDGE SOLT, WOOD (12)W6250 LTA2 1219) PAWAtLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 15to 0) led x 1-1/2' (LISP, (10) 1" . 1 1/2' VGT 41140 NO USP CONVERSION �OR SIMPSON VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-606 I/4'X3' TO WOOD (2) VGT 1190 NO USP CONVERSION FOR SIMPSON (2) VC.T) e2) 5/8' 4T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBEO), (32"06 1/4'X3' / 2 PLY MTS-12 1000 MTW 12 lw (14� 101d . 1 1/2' (USP: (14) 101d . 1 1/2', (14) 1") HTO-16 1190 WTW 16 1260 (16) l0d x 1 1/2' (USP: (16) 10d x 1 1/2', (16) 10d) PTS-20 14W HTW 20 1530 -(24) 1" x 1 1/2' WSP, (24� 10d x 1 1/2', (20) 10cl) HTS-24 1450 HTW 24 15,30 (24) 10d x 1 1/2' (UOP: (24) 10d x 1 1/2', (20) 10d) LSTA-12 %25 LSTA 12 Sw (10) lod USP: (10) lod L5TA-18 1235 LSTA 18 1235 (14) Wd USP: f14) 10d -MSTA-10 135 MSTA-18 1310 (14) 10d USP: (14) Wd M8TA-24 1640 MSTA-24 1640 els) led u5p: (16) IoNd a- MSTA-30 2050 MOTA-30 2065 (2v lod USP; (22) Wd MSTA-36 20" MSTA-36______ 2065 (26) 10d USP, (26) 10d M$TI-36 39" KSTI 236 38W (36) 10d x 1 1/2' USP: (36) 1" x 1 1/2' MSTI-40 5065 KTSI 248 5140 (48) 10d . 1 1/2' USp: (48) Wd x 1 1/2' W6 S50 LFTA & 1210 (8) 8d TO PLATE$,(W_8d TO STUDS (USP: (16) Sd . 1 1/2', (16) W) SP4 "b SPT 4 e45 (6) led . 1 1/2' TO STUDS USP, (6) 10d x 1 1/2* TO STUDS A34 3W MP 34 380 (4) W x 1 1/2' TO BEAN, (4) Sal x 1 1/2' TO POST. USP: (4) 5d x 1 1/2' TO BEAM (4) Sd x 1 1/2' TO POST. HCP2 645 HHCP 2 aw �12) 10d . 1 1/2* USP: (10) 10d . 1 1/2* TO TRUSS, (10) 10cl X 1 1/2' TO PLATE HIVA 1140 RT 16A 13" (18) 10d x 1 1/2' USP; (S) 10d x 1 1/2' TO TRUSS, (a) 10d X 1 1/2' TO PLATE VGT 4 WM4 4%40 1=141) 4A 52P3 OW -SOS 1/4'x3' TO WOOD, (10)-SOS I/4'x2 1/2' Lu/ THREADED ROD, (2) NUTS/WASWER/2 PLY USM 5/8' ATR MIN. 'I' EMBED SET IN HIGH STRENGTH EPDXY, (10) W53 WOOD SCREWS VGT 4 1.01D 41340 TDX 10 10140 (I6)-SDS 1/4'x3' TO WOOD, (W-3/4-1 STUD BOLTS W1 THREADED ROD, (2) NUTS/WASHER,2PLY USP; 1/9' ATR mK I' EMMP SET N HIGH STRENGTH EPDXY, (4) 1/8' THRU-501-TS A15U 44Z 2200 r.66!, PAU 44 25391 6115 (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN CCNC. (12) 1641 TO WOOD U&P; SAME AS SIMPSON ABU &&Z 2300 12000 PAU 66 2380 16005 (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 7 EMBED.) IN 0ONC, (12)]6d TO WOOD USP; SAME AS SIMPSON 0 LTTIS ... 1,340 LTS 1% 1205 (1) 3/4' 4TA. IN HIGH STRENGTH EPDXY, (MIN. I- EMBED.) IN CONr eVAOd TO WOOD Uap� SAME AS SIMPSON 0 LTT205 ... p" LTS 205 1105 (01/2 ' 4,Tjp IN HIGH STRENGTH EPDXY, (MIN- 1- EMBEDJ IN CONC, (10ACd TO WOOD USP� 31/4'ATR MIN 11' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) led x 1 1/2*, 2-1/2' X u z WTT4 44" HTT45 4160 (1) 5/8'4T.R. IN HIGH STRENGTH EPDXY (MIN. 1'EMOEP,� IN CONC, (0) 5OW X 11/2'(USI-, (20) I&d X 2-1/29 USP HAS MORE HAIL OPTIONS: (20) 10d, (20) Val . 1-1/2% (20) *d x 2 1/2* < HTT5 Sow HTT45 5005 (1) 5/8' ATR IN HIGH STRENGTH EPDX`Y eMIK 7 EMBED,) IN CONC, (26) l6d X 2 1/2' WOM (20) 16d X 2 -1/29 USP WAS MORE NAIL OPTIONS, e28) Od, (28) 10d x 1-1/2', (20) *d . 2 1/2' WHOOII-606 2.5- 1101V UPHO 11 143W (1) I'4TA IN HIG44 STREW.TH EPDXY, (MIN. IC'EMED.) IN C;ONC:,(24)6C�OY.'xA'U)C)OD&r-RELVOeUSP:(24)WS3WOMSCPSM) wois 6645 TOX 10 10140 (1) I/V AB. IN HIGH STRENGTH epox-r-, (MIN, -V_EMIBED.) IN CCNC� (3) 3/4' $TUD BOLTS TO WOOP_(USP, (4) 1/9' BOLTS) V) MSHA 3S&AI25 3419, 5330 NrM3SX12U 25M 1130 SIMPSON� (1) 3/4o A.T.R. IN HIGH STRENGTH EPDXY, (MIN. rb.lb* EMBEDMENT) IN C.MJJ, TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EFOXY, (MIN. 6.15' EMBEDMENT) IN CM.U. FACE, (IBACd TO BEAM USP: (1) I/2'J-EOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4'FROM EDGE OF CONC W1 3/4'1:)[A ITW =17111OW111ATO DYNA BOLT SLEEVE ANCHOR OR SO. W/ MIK 5' EMBED DEPTH INSTALLED IN THE FACE. w Ltj HUSI-412 (WOOD) 3635 2660 (rLR) HUS4121F 3060 2110 (FLR) (10) l6d TO HEADER (10) 16d TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 321 z HUC410 (CMU) Sm 4WO H0410 IF 130r, 5000 (0)1/4' 2-3/4'T[TrN (5 PER FLAW315) TO CMUJ10) 10d TO WOOD, (USP: (18) 1/4'x XWS3 SCREWS, (10) lod TO Wc<v. UP (20x) 3/16' TAPPER., (10) 10d TO WOOD HUC210-2 (CM) 18" 5005 I-0210-21F 1-105 q(--1 bom (0) 1/4' ' 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 10d TO WOOD; �USP: (18) 1/4' . 3' W63 SCREWS. (10) 10d TO WOOD. USP e2O) 3/16'TAPMR-. (0) 10d TO WOOD HUC210-3 (CMU) loco 59*5 W020-31F 1305 5000 (18) 1/4' x 2 '3/4' TITrN (S PER FLANGE) TO CM, (0) 10d TO WOOD: WSP, (18) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (0) 10d TO WOOD LGLIM26-24PS 1430 55w LCOUM6.2 2125 6065 I (4)3/0'. 4'TITEN HD ANCWORS�2 PERFLAW—E)TO Ct'IU,(4)l/4'X 21/2'SPS SCREWS TO WOOD. USP (4� 3/V X 4- WED�.E BOLT.t U83 WOODSCREWS HIGH STRENGTH EPDXY - 51MI-SON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEEIR OF RECORD FOR WRITTEN APPROVAL PRIOR TO SU55TITUTIW. FOR SIMILAR EPDXY F40DDUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. WHERE ANCHOR EMBEDMENT IS GREATER THAN I' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ;10d COMMON NAILS CAN BE SUBSTITUTED WIT14 l0d x 11/2' NAILS IN C40NJLNCTION WITH A 2396 REDUCTION IN THE ALLOU48LE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR T1416 APPLICATION RIOR TO INSTALLATION. V) ... MINIMUM EMBEDMENT INTO THE TOP Or A 5C)NDISEAM WILL BE S', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE V LLI 0 A�T.R. . A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LEW.TK ETC. VARIES) z BECAUSE or THE WIDE VARIETY or MATERJALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTOR$, T14E CONTRACTOR MST BE RZSPCN615LE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 16 USED. WHEN USING 5TAINLE55 STEEL CONNECTOR5, USE STAINLE55 STEEI_ FASTENERE . WHEN USING 2MAX / HDGG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MST WAVE WRJTTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF; RECO11M) PRIOR TO USE. ALL CCWECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011*, 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAG%, AND ANCHORING 4 FASTENING SYSTEMS FOR 0ONCRETE 4 MASONRY CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN 05L 2 x UP TO 5'-4' D15L 2 x 6 V-4' TO 1'-0' D5L 2 x 10 71'-0' TO 10'-C' D15L 2 x 12 10'-0' AND OVER TWO 5TORY APPLICATION DOUN STAIRS 51ZE CLEAR SPAN DIBL 2 x UP TO 51-01 DIBL 2 x 9 5'-0' TO V-4' D5L 2 x 10 V-4* TO W-O' OFS1 7 X 17 81-01 AND OVER FRAMING CTE5: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 51-01 TO a--V' U.N.O. 4'-Il 1/2' 1-.11 1/2, AND Up NUMBER Or HEADER STUDS SUPIPORTING END OF HEADER 1 2 3 NUMI5ER OF RILL LEWGTH STUDS 2 AT EACH END OF HEADER 1 3 F2 12 , 2 `SYP) I OSIB NAIL (3)12cl 0 6'-S' OC. 1. HURRICANE STRAPS TO 5E MANUFACTURED 5Y SIMPSON 5TRONG-TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: TRAJ85 TO MA6ONRY/C0NCRETE $14ALL 15E META -I& FLOOR TRUSS TO MASONRY/CONCRETE SHALL 5E HETA-Iro AT EACH END AND 32' ON CENTER ON J015TS PARALLEL TO WALL, - TRUSS TO WOOD FRAMING SHALL 5E MTS-12 3. TRU66 TO TRUSS CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED 5Y TRU55 MANUFACTURER 4. REFER TO TRU55 MANUFACTURER'5 SIGNED AND 5EALED DRAWINGS FOR LOCATIONS, PROFILE, AND 51ZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL t HEADER STUD REQ. ARE STANDARD UN.0 ON FRAMING PLAN ro, MIN. 2X4 HIP CUT 5LOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES im EA. END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 'I. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS 5EARING. &PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SR COMPARTMENT PER 5TH ED. 2014 F5C RE51PENTIAL-SECTION R302.12. SAEFER TO DETAIL ro SHEET D5 FOR I -STORY INTERIOR LOAD 5EARING WALL STRAPS 4 DETAILS. -A R C N I T I C T 8-1 5 Design G r2o tu 01! Al N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigrigroup com AA #-. 0003325 BUDDIV. 89 WOW SILVERADO LOT 26 LOT 6 PRon=T# 04128.000-02661 MODBU 4EHB 2605-HAYDEN" GARAGE 8WUM: RIGHT PAaW. CONNECTOR SCHEDULE 150 MPH EXP. B rpRnrr DATO 11/08/17 11111CAUM 1/4"=V-0" 8*11IM" 7.1 so F-A It C N I T E C T 6 ELECTRICAL LEGEND SYM50L DEFINITION NOTES -e k2bV OUTLET 2V � SINGLE MME lkPV OUTLET l0v OUTLIET TWO OLOTCWHILET "PED CpI lIVV OUTLET INTV""M4 Ramp "'i TER (TAMPER RESISTANT TYPEI V.. 1 14) URE CCHHMMON IS- WATEIW� OUTLET dfW-NO �LT INTRISELPT!"t OUT04 T__ _7 64 W— 4--l-1-1 -0 WALL LIoNT CEILING LIGHT VP VAPOR 101, LldHT 'q� mcafts, cAN UALL W4wx 'Tw'm I MR GO "14INT _7jMITTMr_ xq. OLITI OR t, FLLW?FM"T 1 2. 19LUORESCENT =4 4' FLUORESCENT 7r777 11- CzZiiilll PANEL. 1111iiin METER (D S.D. SMOKE MATT � MOUNTED SMOKE DETECTOR CAPRON MONOWDR, "M- TED S/co *=" OSTS"OR SHALL IN A INSTANCE —LIGHT NATURAL. GAO OUTLET raia-Hpa jAcK ANt CONVTI O4SC4NHMT T.. ILI I I TO 150 SUPPORTED IN ACCOM W ISOX MAIW40 AS 0004 FOR TO SIR � IN J,>- FLOOI� LIGHT F-_� ='AD "a mm'sunox POP CHIMES us, POST LOCATION OF: TV JACK$ 4 PHONE OUTLETS FANS TO BE VERIFIED * HOMEOUNER PRE-OONSTRUCTION MEETING.. ALL RECEPTA -LES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH 20 AMP DEDICATED LAUNDRY CIRx_-UIT. GFI 0 ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN IPANEL BATHROOM EXHAUST PAN TO HAVE MIK CAPACITY OF 50 CFM INTERMITTENT PER ELECTRI;;�t'rROVIShj�NSNCF2 SECTION M15013 'TH ED TIC ( 014). LAUNDRY ROOM RECEPTACLE 644ALL BE GROUND FAULT CIRCUIT-INITERRUPTER PROTECTION FOR PER50NINEL ON FEEDERS WIRIW. METHOD SHALL 5 NON METALLIC E 0 CABLE PER ELECTRICAL =IVISIONS OF ALL Uk;'RK. TO OCTIFLY WITH ELECTRICAL PROVISIONS Or T14E F5CR 5TH ED (20W, PATI DININW ROO WOW PRE -WIRED CLG FAN -5WITCI4 IN CA51NET OUTLET FOR E>W TO 2ND FL SUJITCH4 KITCHE GFI S/cOl A- �\ F- "T 6ARA?xE A DOOR PAN. I L_ 7771 4_" KEYLESS FIXTURE GFI GARAGE DOOR PREWIPE GARAG F'RE-WIRED CLG FAN "b FLEX III FOYER wt SEE FRE-WIRED CLG PAN BEDROOM zBOLLAR0 AS REG, PER BLDG. CODE METER FIELD VERIFY LOC. IRRIGATION OUTLET 0 45' AFF. LIGHT FIRST FLOOR ELECTRICAL PLAN I UNIT - NEW CHART LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEc WON IP2) HOUSE PLAN: 4EHB HAYDEN MODEL LOAD INFORMATION VA W05 SQ GREER" UGHTWO X 3 VA � BQ FT 7815 2 SO �cx cin AT ism � xA, Ross 1 LAUNDRY clacm 1500 I RANGE AT NAME RAMNG OR OOOsTOP/OVZN wow L EATICK HRNTER I MurWASHER 12- 1 CLOTHES DRYMR bow, I DISPOS" 5w I �".Avx low I RNMORRATOR LOW �TAL OF GERIERAI. LOAD 382`5 FiRST 10 KrA Or GENERAL WAD AT LOOX lowo Or QEmlR LOAD, AT 4OX 25815 .4 _T_ NET at"BRAl. LO" ELSE. R5 TON NZAT PiW (W/ 5" WORGENCY �T 91 AMP s 240 VA- 3.5 TON cOOlJNQ il� 40 AMP , R,40 V� - 9000 NOT GWERAL -Ao -28- _T0__ I FAD owss CALCULATED LOAD FOR SERVICE VA/240 - 150 AMP SERVICE 'RORST CARE �MO - HMHEST "AC IOAD MED MR CALCL MMCALCULATION: , APLLIANCE, LAUNDRY LOADS� 14,2S3 3000 VA " 100%, REMAINDER * 35% NET LOAD: 6,S4S RANGE: 120W : 10% &,400 DRYER: DOW -70% TOTAL 18,84S NEUTRAL AMPACfTY: ISASS / 240 - 18 A 2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3-2/0 CU, TALN . 1-6 CLI IN 2' CONDUIT OR 3 4/0 AL, THUNZ06 CU IN 2* CONDUIT. (CONDUIT TO INATE A50VE SOFFIT 0 OVERHANG.) F 7 150AMF ELECTRICAL R15ER NOT TO SCALE. COMBINATION SERVICE I" AMP DISCCININECT SWITCH AND 120/240 VOL GENERAL NOTES: ELECTRIC METER IN I PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMI�L4 WITH ELECTRICAL PROVISIONS OF THE PANEL Y EDITI (2014). LOCAL CODES, AND ALL LOCAL POMWER COMPANY REOUIREMENTS. FllVA/72P 5. ALL CONDUCTORS SHALL BE TYPE THIHN/THUN UNLESS MC5 NOTED OTHERWISE, POWER COMPANY TRANSFOI;MIR GRACE PROVIDE 150 AMP, 120/240 VOLT, I P14ASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) IN 1-1/2" DIA SCHEDULE SO FIVC CONDUIT OR PROVIDE 3 2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE W PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 510. TELEPHONE SERVICE -ABLE TEL ENTRANCE SERVICE El EOUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 -4 CU SERVICE GROJND OONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION n0l,S), 5/8" DIA X 6 PT LONG COPPER CLAD GROUND ROD MDesign OM.! LONGWOOD, 1`1.31J27WO PH: 407-774-6078 FAX 407-7744078 Oo www.abdesigngfoup.com L AA #: 0003325 ml ratmDrv. a. x.3 SILVERADO LOT 26 LOT 6 IPRon=T# 04128.000-02661 MCDZI& 4EHB "2605-HAYDEN" GAltAGZ SWINGS RIGHT FAGS. FIRST FLOOR ELECTRICAL PLAN %150 MPH EXP. BE,,, ARCHrrr=CTc STATE Qf= FLORD F-PRINT DATE: 11/08/17 8CAM 1/4"=l'-0" alcl=T (9 _ ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e 12DV OUTLET 20 ANP DNOLE POLE 1101 OUTLET 110V OUTLET TO N of WATCH�'R "'to GFI IIOv OUTLET EOUIPED WA2RHo FM NTEMPTER rTA1YER REMDTANT TYPE/ E@ 220V OUTLET INE CONeCTm -ice LLP -tom- GFI NW, "TER'RDOF OUTLET 41171ND FAULT N'RROIPIER DUTCH BUTCN 3-WAT OPER W4 DUTCH 4-WAY OPER WALL MOUNTED LIGHT CEILING LIGHT g VP VAIM 10OF LIGHT gmaccesso OAN WALL DOOrU� n6-UR® ANT. FAN I CRI PER D0. R. VENT. FAN WrLIGNT I CR'I PER tOl FT. Arl FTo raPWIL-s Teo m FLUORE5REDGENT 2' R.YOREDOOR 24W1e WRAP aRaw _ 4' FLYOREDOQIT 4' TRACK LIGHT © PANEL miam METER / l • 1 SD. I wicom DETECTOR !'RaMu� i 1� - PENDANT LIGHT �IV rV nAL G" OUTLET . TELEPHONE JAOC WAIERMOCT — DIDCOCT i TV. I TE "O" JACK LJ OEILNO TO X MIPORIED N O 1 J-. ACCORDANOCM .00X` ROOD LIGHT F I—.L —AP TT PD. PWH-mmm FDR CHRe6 we PORT LOCATION OF TV JACKS 4 PHONE OUTLETS I FANS TO BE VERIFIED a HOMEOUMER PRE -CONSTRICTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F9GR 5TH EDITION (2014), 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI 0 ISLAND lNOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 5O CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 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 FROvISIONS OF EBGR 5TH ED l2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS O° THE FBCR DTH ED l2014). �■■a.�c�l�.r�es��-na��iir.�3�z111 SECOND FLOOR ELECTRICAL PLAN A R C N I T E C T GrMOM aeon LONG WOOD, FL 32750 PH..407-774-6078 FAX: 407-774.4078 www.abdesigngfoup.com AA 8: 0003325 k1 Z h U W 0 a V h Q IN4 v J u SlMDM. Ae W4r.. SILVERADO LOT 26 LOT 6 Ppton=T# 04128.000-02661 HCDEMe 4EHB "2605—HAYDEN" GARAGE SADTG: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B ARCH ECTT STATE OF FLORIDA DATIb 11/08/17 sCALM 1/4"=1'-O" 8*12■T HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS $BALL. BE CONSTRUCTED OF A VALUE OF NO LE55 THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB < MASTIC. AND INSTALLED A5 PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603. .PATI 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. lk 7 OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603 I 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION (2014) MECHANICAL CODE 603.1 D I�[vI,[�,/, 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, WAS AND 51MILAR BATHING FIXTURES SHALL BE ' $/Ay MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE ABOVE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE BEDROOM f2 RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE I SEEHAWALL STLSLEEVED DOORS TO - - - - - - 12X8 RETDAMPER ALLL DAMPERS SHALLBE INNALED TO MFG. RECOMMENDATIONS AND FBC EDITION (2014) MECHANICAL CODE SECTION 601. } 11 \ _ - - - - - -Ly N L� qq II 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. I N 3 I I I! 12X12 14X4X6 ASS 11. DRYER BOOSTER TO BE A FANTECH D15F 5005TER FAN OR EQUAL. 0 O �I I1 THRU 2 FANTECH DEW 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWBA S. 1 Ik ! ! H O ----------- - - - - _ _ _ - ----iox 50 -� - - ! ! I I I I I I I I O ! KITCHEN I I I I S1TOR• NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS O ATTIC PAN. r I � CEILING --- O O EXTERIOR WALL �_ _ _ J - - - - PLENUM T y AIR RETUfd! 12Xa 8Xm4, SUCTION AND LIQUID \\ III I \� 8' S/A AIR SUPPLY y REFRIGERANT LINES I FROM y \\ III I ABOVE AIR HANDLER_____EXTERIOR WALL \\ III V3/4' PVG CONDENSATE DRAIN LINE FLEX EVAP. TRAY SLEEVE TO LINES BELOW SLAB FOYEREFRIGERANT LINES TOPLATFORM RETCONDENSING UNIT III TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER -- - - GARAG FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 3012.1.1 HVAC DRAINS PORCH I 7*17-7-77-------------- SCORIATED NICKEL /� FIN. FLOOR BRONZE FL. PL. � OR WALL N BRASS PLUG FITTING OR EXTENSION TO I I SOIL OR WASTE AS _ REQUIRED - WADE 8240-K J05AN 56000 INSIDE I I SERIES NICKEL BRASS TOP CAULK J I P.V.0 OPTI/SPEC INV. SEE -�L-------'�-y--T$ITE PLAN FLOOR SLAB CLEAN —OUT (T FIRST FLOOR MECHANICAL PLAN COUNTERSUNK C.O. PLUG SEE SPEC. -_�`'X8' CONC. FIN. GRAD OR PAVING - FITTING OR I I EXTENSION TO SOIL OR WASTE AS - REQUIRED I I y / - -- - - - e,INV. SEE SITE PLAN NEXT. GROUND CLEAN —OUT (TYPN ) SECURE STRAP TO CONC, CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 48XI 1/4' SHT. MTL. SCREWS CONDENSER UN CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD a 12' FROM STRUCTURE ARCS IT ECTI{ Desion Gg 1nc 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32150 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 00D3325 J F w Ell chi w 0 a y A 2 eumm ae LOT: SILVERADO LOT 26 LOT 6 PROJWT# 04128.000-02661 MODaIA 4EHB "2605-HAYDEN" QARAGN 1111111i RIGHT PACE: FIRST FLOOR MECHANICAL PLAN 150 MPH EXP. B ARC:FiTECT- STATECf FLOW 1 PRUNT DATO 11/08/17 BCwT.a: 1/4"=1'—O" 02111 10 SECOND FLOOR MECHANICAL PLAN A E C N I T E C T 8 6 Design Grou .no. 141 N. RONALD REAGAN BLVD. 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FRAME WALL TO T1 NOT USED 1't 15 BLOCK WALL CONNECTION �1GAS LINE THRU BLOCK a'V � CfUWORLELLI. vDR GALLY LLV COK GLALE: IR••I'-m• PAIR eEl lNEI6aY CODE FORMS FOR _ G•YLATILN R VN.lie W OFH N• 6YP. w ED. d CLENJCUT ICOUIRED _ FOR FOlrwTION LLEANPR REMIXED - FOR "sPIGTICN = II a.L • i• i;. w]w DACE Wa'I Li {•GGNC.IC *-MY RI ARDI DOLT ETNYI.Q! V M J L � Rlf.•mDG OV Y6L-GLM'AGTCD CLEAN �1 FLL mRFm TR411'EMT GNALL DE i � m'-m' FRl IiR t %-m' PDL fLR �1 a ° O pLRA LAIC ° . Axe (U a RBM GET R 9PPKN NI•II Y •TRENDTN W T s• LFE®. MN .I (x) a R[DAIG . 1lTORY 2 w REDAR uV ID' HOCK TO Ig1i— L RID.R W' M' NOQ[ £ ,i� (aJ 9 REpAR • ]•eTQE1' llJ9 VDR. OO,lO z £ / � OUTDID! REDM ro eIe � �� •Tr.° e CGNTMIDM LATw D T CENt (Il At LOAffRD 6' PVC CIWGE TIRI FooTRn 3 r a REDAR mm w1o'LM MIL :n� nV • 4' CCRC, RE•I. FV i'W' WAWA• + a• �Mm 'L — m5 " LRGNA"•D HORIZONTAL/VERTICAL O FI •CA ZATTIot T GN K -I'MIN,LAP - 1561 ICDAR ON CYIARe HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH E REINFORCING BEARING CHANGE 1—STORY FOOTING �1 OMITTED DOWELS vE�,uz�•a:e* �REBAR LAP AT FOOTING ix •.r-m. ' AT LINTEL CORNERS r �ezr�a D W BLOCK. WALL ALL EXTERIOR FOOTERS AT FINISH SLAB'S TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 A R C N IT E C T! 1 6 Design Grou En.. 141 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngfoup.com AA /: 0003325 J y W V 0 a h C F 0 U aumm aLoT SILVERADO LOT 26 LOT 6 PROJECT#► 04128.000-02661 m0pau 4EHB 112605—HAYDEN" GARAA:GE XWXNG: RIGHT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPH EXP. B stun DATO 11/08/17 SCALE: 1/4"=1•-0" aHEEr D1 FSECURE 2-6 Mil' To 15LK W1 (2) V AW-WOR BOLT W1 2' WASHER SET IN SIMPSON WI&W STf;2rW.TW EPDXY 4' EEM15130. SECURE 2�4 014 RI FLAT TO L' W1 OUT NAILS. SIDES, 2X& GARAGE DOOR IDUCK W1 (3) J"X&' J-50LTO 4' EMBEDMENT MIN. - 2'X2.Xv. WASHER AND NUT SPACED EVENLY FIRM FLOOR To 'ARAGE DOOR 140R. IN JOINT$ C PRIOR TO FILLING� 1-2X& IPT BLOCK - CENTER OF DOOR HEADER WI(I)VXS' J-50LTS 4' EMBEDMENT W/ 2'X2'46* WASHER AND NUT R NOTES' g ALL ANCHORS SMALL 'CORDANr BE IN AC -E To MANUFACTURERS INSTALLATION INSTRUCTIONS U4ERE S'nW INSTRUCTIONS ARE MORE STRING31ENT k'AARUL vvvn rq-'�BUCK ATTACHMENT \,� SCALE, 1/2'-l'-0- 2X4X4'SE0URE TO TRM W/ -12d) 6,_V Or _ MAX Typ' 2X4 SECURE TO 2X4 BILK W/242cl SECURE TO 15LK W, META-16 2'-0" EXTENSION 0 OPT SERVICE DR. SCALE. 2X4 SECURED TO CABLE END W1e2A2d.rA. UPRIGHT 2.4 AF� TO -2.4 RAFTER - 24' Or-, q-)_�F�RA�MEDOVERHANG A- � @)Hon�� BLOCKIW. EA, RAFTER PlIm-Ew. TRUSSES W/ TRUSS C'CHNECTOR VE 0-Y W/ FRAMIW. PLAN DOUBLE TOP PLATE CRIPPLE STUPS - 16- D.C. MAX HEADER SIZE PER SIMP60N LSTA-12 - EA, JACK SPAN CHART. STUD, BOTH SIDES Or OPENING- 2x STUDS & 16'O.C. MAX W1 514EATHI '. SHEATHING. TO BE �-DOOR/ WITHIN J-wor WINDOW/ DOOR OPEN. AND SECURE m,' FASTENER SOWEDULE KING. STUDS �51!!E HEADER SPAN C44ART FOR DETAILS A SMCIFr NO _ATION) JACKS (SEE 14EADER $PAN CHART FOR DETAILS AND F- T SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURFID ONE PLY - A TIME. USE 12d NAILS, TWO WIT14N 6' FROM EAC44 MORE L THAN 2, ..-.ENr,>,'.4EO.. 5" SP4 OR WS - TOP AND 50TTOM MATES - EA. FULL LRNG.TH STUD'50TH SIDES OP 01-ENI I SHEATWIW.WTO LAP TO TOP OF MASONRY WALL. SHEATHING. MUST NOT BREAK 1'-4- MIN, FROM 2ND TYP. EXTERIOR WINDOW/ DOOR FLPL LINE. r�.QPENJN-Q.Wl) FRAMED (W/FLOOR TRUSS) " 01 SCALIE, 1/2'-1'-0' FASTENER SC�HErDUL-E RCCP DIAPHRAGM USE! 1116'Ob.5. OR 1/2' COX F11-Y WIT14 -8 RIW. SWANK CUN "ILS AT 4' OC. AT SUPPORTED PANEL EDGE$ AND -0 RIW. SWANK, GUN NAILS AT 6- D.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING. TO *ABLE END FRAME I USE '& GUN NAILS - 4' OC. EXTERIOR SHEATHING. USE OR 1/2'PLY UT14 -6 RNGS SWANK C" NAILS AT 6'0,C. AT PANEL SIDES AND -5 KING. SHAW GUN NAILS 4'O.C. TOP' 4 BOTTOM PANEL AND -8 RW. SHANK GUN NAILS AT 6' OC, AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE; RING. SHAW, GIN NAILS SMALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM MY MANUFACTURER NAIL REQUIREMENT5 I ... �1-11114 I TOP CORD BLOCKING. AT 4' ad ROUNPTIOP 2 3/9, AD OC, MAX. IN FIRST 2 FRAMING OR T NOTE, NAILS TO BE M& BY M or INT. STAPLE, NAIL 4 TOOL WIATION DIAMETER 2 RIW . . OM12 OVER SHANK DIAMETER 4,0280 AMTE ROOF 5HEATHING LAYOUT ANC) ENDLUALL 5RACING FOR G,45LE END FRAMING SPACES AT EACH END. RAFTER OR �Za& T ROOF SWEATHIN6, 5UILDIW. LEW.TI4_._.. r-j-� STICK BUILT WALL DETAIL 5" - EA $TUO TOP 4 150TTOM -ENG4 C4NNEC UP TO M UPLIFT DOU15LE TOP PLATE SIMPSON M$TA-24 - EA. JACK 2x8 STUDS - IS- Or- MAX W/ 5WEATHI"3. SWEATHINd. TO BE WITHIN 1, OF wmaw DOOR OPENIW. AND SECURE PER FASTENER SCHEDULE (2) STUDS, (2) JACK$ - EA. SIDE Or OPENING5 JACK STUID ASSEM15LY TO BE SECURED ONE PLY - A TIME. USE 12d NAILS, TWO WITHIN 6- FROM EACH END 4 NO MORE THAN 12' O�C. STAGCAMMED WINDOW SILL WA-RIPMES Ir., or- �T..'� ANCHOR SOLT O.C. MAX URT14 1* EMBEDMENT AND 2- DIA� WA& -ER MOTAM-24 - EA JACr, SECURED W/ SPECIFIED ANCHC71RO 2X& P.T. 150TTOM PLATE �WINDOW OPENING 4 2-STORY WALL Lu z ri ki ............. TYP. EXT. 6WEATWW. ATTAC411ENT FOR WALL SWEATHINd. (OM TO ME STRUCTURAL QtADE) 1/161 0845.--�� 2X4 15TI'L PLATE 2X4 05L. TOP PLATE 2X4 STUP 16'OjC. 1116' OSZ. 1/2' A.5. W1 MIN. I' EMBEDMENT - I LOCATE 6 -8- FROM ENDS AND 32* OC. MAX TEXTURED HNISH NP-T-F-=, TYP EXT. SHEATHING ArrAC44MLNT FOR 844EAR 4 UPLIFT (OSJ5. TO BE STRUCTURAL GRADE) CONINECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT OPENING35 -0 Rlt�* 614AW GUN NAILS 6'04 . IN FIELD t- MAX. / "-�— 8' CM WALL KNEE WALL DETAIL (-o-') TO BLOCK SCALE; 1/2'-1'-0* A �RC H aWl �NDO F R A M E A '�.SECTION TYP. EXT. SHEATHING. ATTACHMENT FOR ROOF SHEATHINd. �Ohz. TO BE STRUCTURAL CARAPE) SCREWS - 61-61 OC� MAX 0 Dclas 4 12, O.C. CIO 11 DECK E ' MAX IN FIELD. UNT14FREAPIEP .SWANK To EXTEND BEYOND T14ICKNESS Or SUS -FLOOR $WEATWIW. TYP' 3/4' T#G $M-FLOOR OECKING5 C"ED TO ALL EXPOSED MEMBERS FIRE -EW- TRUSS COL. 2X TOP PLATE O.S.15. 2X 51LOCKM3 0 TOP or 2X STUDS 16' OC. MAX. 2X 5Tr'L PLATE 21/4' FLOOR OECKIW. PRE- ENGINEERED FLOOR TRUSS 2X4 - TOP 4 BOTTOM CONTI W/ (5) 12d NAILS META-16 151-11- WALL (D CONTINUOUS SHEATHI ' TO 15EGIN AT TOP Or BILK W wl 1/4- GAP FROM MILK. TO OSa. (�=tl�� 2X SFF STRUCTURAL MOCKING. AT E Or cS.B. �& PROVIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM PISL. TOP MATE TO HORIZONTAL BLOCKING- S+-EATHINd. - TOP or WOOD FRAMED WALL TO BE ST44GERED MIN. OF 16"FROM SWEET eaLCW INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS EXT. WALL SHEATHING SCALE, "'IN A It C N I T I C T 5 G r ZNsign busp0l. .. 1441 N. RONALD REAGAN BLVD. LONGWOOD , FL32750 PH: 407-774-6078 FA)L 407-7744078 www.ab,designgroup.com AA #-. 00033i;' '"' _j Er.q I musDrv. so mT,-1 SILVERADO LOT 26 LOT 6 I-ROJMT# 04128.000-02661 MODEM& 4EHB "2605-HAYDEN" GAMAGE INVING: RIGHT ]PAGIM misc. DETAILS 150 MPH HP. �B ARCHMECTt STATE OF )v F-pancT DAM llgj8/�17 8CALIM 1/4"=l'-O" Blue= 2 I musDrv. so mT,-1 SILVERADO LOT 26 LOT 6 I-ROJMT# 04128.000-02661 MODEM& 4EHB "2605-HAYDEN" GAMAGE INVING: RIGHT ]PAGIM misc. DETAILS 150 MPH HP. �B ARCHMECTt STATE OF )v F-pancT DAM llgj8/�17 8CALIM 1/4"=l'-O" Blue= 2 F15EFR3LASS SHINGLES OVER 030 FELT PAPER INSTALLED PER F5CR R'B0521 ON a'O.6.5, SHEATHING OR �' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS I.T. IX2 W/ MTL. ORIP EDGE 2x4 OR 2xro 91.15-15AND PER ELEVATIONS VENTED ALUM. SOFFIT EMIBED. STRAP VERIFY W/ TRUSS PLAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY WOOD CONSTRUCTIOP �EE ENERGY CODE FORMS ;OR INSULATION R-vALUES ' GYPSUM 50ARD OR ? Hic.1 ,TRENGTH CLG, 15OARD :ONC. FILLED LINTEL ELK W/ 1) 05 RE5AR CONTINUOUS 'RECAST LINTEL ,EE ENERGY CODE FORMS OR INSULATION R-VALUES JINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W1 CONC. POURED CELL Ix2 P.T. FURRING STRIPS 0 irol O.C. cm 1/2' GYP. WL. 50. COP 545E I -STORY BLOCK WALL SCALE: 3/4'-l'-o' illro, 0.5B. OR j. CDX TYVEK 5UILDING WRAP FORTIF15ER 5LDG PAP GALVV MTL. LATH 1/5' TEXTURED FINISH a WOOD la' TO V MID WALL WEEP SCREED (L q -a, CMU -5/6' TEXTURED FIN15H * MASONRY WEEP SCREED DETAIL @) WOOD TO I'JU S., r. �' U IN IN SCALE: 15ERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER r-5CR RcB052.1 ON J* O�$Z. SHEATHING OR �' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W1 MTL. DRIP EDGE 2x4 OR 2xro 5U15-BAND PER ELEVATIONS VENTED ALUM. SOFFIT 5TIFF15ACK (SEE SEALED TRUSS ENG, FOR SIZE 4 CONDITION.) 0.5.5, SHEATHING OR J' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 '116' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALVV METAL LAT14 ON FORTIF15ER JUM50TEX GRADE 'D' PAPER OVER TYVEK 5UiLDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFOFiTIATION) WEEP $CREED (SEE DETAIL 2) SECURE GA5LE TO 2x& P.T, PLATE W/ 126's 6' O.C. MAX 2x4 5LOCKING 5ETWEEN TRUSSES U94ERE *X'15R.� 19 PRESENT PRE-ENG GA5LE TRUSS 2x4 NAILER CONT. 2x4 RAT RUN SECURE W1 (2)12d's * EACH TRUSS TYF TO 5E INSTALLED 6 MID. .H.. POINT OF TRUSS SPAN, OR 1 10'-0' O.C. MAX. SECURE 2xro PT. PLATE TO BLK W/ J'xV ANCHOR 5OLT W1 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1- EM5ED. MIN. 6 32* OC MAX. %'THICK, 3 COAT ��L PORTLAND CEMENT ji� PLASTER APPLIED UA DIRECTLY TO MASONRY L a, CMU �' DRYWALL I'X4' OR I-XV PT, NAILER 1,4 PT, OR % X4' MIN. SEOLIRE . . EXTEND I 41�- INTO BLOCK kUl 116' TAPCl:*0 OR DRIVE P IMIN. SWANK SIZE 145 MIR WEArl SIZE 3" MR EMBEDMENT I-Y4' WITHIN 6- OF EACH END 4 V D.C. MAX ed-ACING. DOOR CA51W. POOR JAMB OR WIND. ATTACH TO 2X PER MAKFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMM JAM (DO NOT EXCEED YW� DOOR JAMB TO BLOCK +3/4 OR +5/4 (_A-�_WINDOW TO BLOCK +3/4 OR +5Z4 SCALE: 2X4, IZI SECURE To BLOCK W/ !Iw TARC," OR DRIVE I -IN IMIN. 0+4ANK SIZE .145 MIN. HEAD SIZE 3VV MIN, EMBEDMENT 1 Y49 WITHIN WOF EAC44 END I IS- Or- MAX SPACI 2xb; CEO SECURE TO 15LOCK W12 -k 6' TAM" OR DRIVE I IN (MN SWANK 612Z J40, 11 MK4Ar> SIZE JWV � MIR EMBEDMENT 1)49 WITHIN W OF EAC44 END 4 10- Or- MAX 6PACIW3. a' CM 2xs: cm= �. DRYWALL SECURE TO BLOCK W/2-%. TAPC," OR DRAYE PN I,X4'OR I'X2'P.t NAILER (MIR $14ANK SIZE .14D DOOR CASIN0. MIR HEAD SIZE 300 DCOR J_ OR WINDOW MIN. rlsew= A TO 2. PER WITH IW Or- MAX SPACIW� MT. A14FACTURES DETAILS. 1-STORY GABLE A BLOCK WALL SCALE: 3/4'-I'-V SEE ENERGY CODE FORMS FOR INSULATION R-VALUE5 J' GYPSUM 50AFRO OR HIGH STRENGTH CLG. 50ARD CONC. FILLED LINTEL 5LK I (1) 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST BILL (1) 05 RE15AR VERTICALLY W/ CONC. POURED CELL lx2 F.T. FURRING STRIPS im iro* O.C. a, CMU 1/2'GYF. WL. 5D� WOOD 5ASE 2X4, CM SECURE TO BLOCK tU/ TAPCONS OR DRIVE PN (MIN. SHAW, SIZE J49 MIN. 14EAD SIZE '" MIN. EMBEDMENT I 'I WITHIN 8, OF EACH END 4 10' OC. MAX SPAI-ING.. 2X6: CEM SECURE TO BLOCK W/2 TAPCC** OR DRIVE NOTE, STRUCTURAL 2X MJST ISE ON OUTSIDE 4 SECURED (MIR SWANK, SIZE �145 —TAPCOHM-K —IY4' MIN� HEAD SIZE 3" %' MIR EMBEDMENT I Y49 --T INTO ELOCK. WITHIN V Or EAC44 END 4 a-u 10* D.C. MAX SPACING.. \—&, _* DRYU14LL 2XSk CEO SECURE TO BLOCK W/2 - V *___ 1�4- OR I-XV P.T. NAILER TAPCONS OR DRIVE PIN V 0.635. X 4'MOIL (MIN. SHAW, SIZE J4* MIN, 14EAD SIZE -39MO DOOR CASW. _ 16' Q.C, MAX SPAC4W. — NOTEs SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEMP J'49 DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15/16" SCALE: 2X4: CM SECURE TO BLOCK W/ TAPO" OR DRIVE PIN (MIN. SWANK SIZE J45 MIN. HEAP SIZE 300 MIR EMBEDMENT HW WITHIN S' OF EACH END 4 IWOC. MAX SPACINCk 2)(6, c2m SECURE To BLOCK W/2-v TAPOI* OR OR" PIN NOTE, STRUCTURAL IX MUST BE ON OUTSIDE 4 SECURED (MIR SHAW, SIZE A45 TWROU3W NON-STRUCTUIRAI_ MIN. 14EAD SIZE -%W TAIPCCN UL " . MIR EMBEDMENT I Xe) T INTO OCK WITHIN 6- OF EAC44 END 4 V Or_ MAX SPACIN03, h'DRYWALL 2>0% C3= —I'X4' OR I-XV P.T. NAILER SECURE TO 15LOCK W12-%' TAPCAVNS OR DRIVE PIN V P.T, X 4' MIN, (MIN. SHAW. SIZE." POOR CASING. M N. HEAD SIZE Sco --DOOR JAMB OR WINDOW M:K EMBEDMENT I J' 9 ATTAC44 TO 2X PER WIT14IN S' OF EACH END 4 16'0,C. MAX SPACIW� MANUFACTURE6 DETAILS. NOTE. SWIM AS NEEDED TO PLUMB JAMB eDO NOT EXCEED V) NOTE, &HIM AS NEEDED TO PLUMB JAMB (Do Nor EXCEED Y4,) DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" NOT USED rip WINDOW TO BLOCK +1-1/2" WINDOW TO BLOCK +2 1/4" I)N= I SCALE, $CALE� FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER F5CR RW5.2.1 ON a' 0�5.5. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W1 MTL. DRIP EDGE 2x4 OR 2xro SU5-5AND PER ELEVATIONS VENTED ALUM. SOFFIT 5TIFF15ACK (SEE SEALED TRUSS ENG. FOR SIZE 4 CONDITION.)- 0.5,5. 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 FORTIP15ER JUMIBOTEX GRADE 'D' PAPER OVER TYVEK 5UILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED. (SEE DETAIL 2) SECURE GA15LE TO 2x& P.T. PLATE W1 12d's 6' O.C. MAX SECURE 2xro PT. PLATE TO 5LK W1 J'x'b' ANCHOR 5OLT W1 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY -I' EMIBED, MIN, 0 32' OC MAX, %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED 2X4, CM SECURE To BLOCK W/ V TAPCONS OR DRIVE PIN (MIR SWANK, OIZE J4b MIR HEAD SIZE 3W MIN. EMBEDMENT 1 V) WITHIN 8- OF EACH END I 18 OC. MAX 6PACIN6. 2)(6, CE13 - 12 SECURE To ISL Or TAPCONS OR e.IVEW (MIN. SHAW SIZE J45 MOIL 14EAO 61ZE 3" MX EMBEDMENT I V) WTNIN 61 OF EACH END 4 19'=. MAX SPACING� 2X& CIM SECURE TO 15LOCK W/2-V TAPCONS OR DRIVE PIN (MIR SWANK SIZE J45 MIN. HEAD SIZE 300 to, oz. _--2x4 5LOCKING 5ETWEEN RUSSES WHERE 'X'5RACIWG 15 PRESENT PRE-ENG GA5LE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's a EACH TRJJSS TO BE INSTALLED a MID. POINT OF TYP. TRUSS $PAN, OR MAX, SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I- GyPsum 5oARo OR HIGH STRENGTH CLG. 50ARD 2x4 NAILER 2x4 a 241 O.C. a INTERIOR KNEE WALL CONC. FILLED LINTEL 5LK W1 (1) 05 RE5AR CONTINUOUS DIRECTLY TO MASONRY 1-STORY GABLE W/ VAULT CLG. Ul--ift BLOCK WALL SCALE: 3/4'-1'-0' ME ON OUTSIDE a SECURED MUST TWROVA4 NON-5TRJCTURAL "'C OR '::T� OR ATTACH TO �. PER MAt4FACTURES DETAIL& KN=, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCESP)") DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +3" E, SCALE: '4-0' 2X4: CEO SECURE TO BLOCK kU/ V TARGONS, OR DRIVE PN (MIN. OR" SIZE J45 MIR HEAD SIZE 300 MIN. EMBEDMENT I Y." WITHIN S' OF EACH END 4 IV Or- MAX SPACING.. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCrAltAL 2X6: CE93 OECURE TO BLOCK LU/2-V 14- TARCON MIR I'V EMBEDMENT INTO BLOCK TAPOON0 OR DRIVE I-N (MOIL SHANK SIZE J45 MIR 14EAD SIZE 3CC _YFORTWALL MIR EM5EDMNT I W) 4 WITWN V OF EAC44 END I'X4- OR I-X2' P.T. NAILER IS* Or- MAX 6PACING� 2ND 2X SECURE TO 2XS, CEM STRUCTURAL MEMBER W42A . 2d SECURE TO BLOCK W12-%' UT14IN V OF EAC44 END 0 b To r or TAPOONS, OR DRIVE PIN MAX (MN SHAW SIZE J45 PCOR CASING MIN, iAO SIZE 3M DOOR JAM15 OR W04CCW MIR EMBEDMENT 1 Y4.) ATTACH TO 2X PER WIT14N S' OF EACH END: 4 IS. or. MAX spAr ,IW ..�'�MANIJFACTURIES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAM tDO NOT EXCEW X49 DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T F SCALE, 1*.I'-C* PRECA6T LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) S RE5AR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 6 16, O.C, a, CMU 1/2' GYP. WL. 50. WOOD EASE NOTE: PER F5CR �05.2.7 - FOR ROOF 5LOPE5 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM 16 REQUIRED, FOR ROOF SLOPES OF 4;12 OR GREATER, (1) LAYER UMDERLAYMENT 15 PERI'11TTED BUT MUST 5E PER ASTM D22ro TYPE 11, A5TM D 4e*c.5 TYPE IV, OR A5TM D 615-1 2X4, C113 SECURE TO BLOCK UW4* TAPCC" OR DRIVE PIN (MIN. 614AW SIZE J45 MIR HEAD SIZE MIR EMBEDMENT I Y.) WITHIN 9' OP EACH END 4 IS- 0,C. MAX SPACW. 2X61 cm SECURE TO BLOCK W11-1/4' NOTE, STRUCTURAL 21 MUOT TAPOCN6 OR DRIVE PIN am OR OUTSIDE 4 SECURED (MIN. SHAW SIZE.149 THROU314 NON-STRIZ-TURAL MIR HEAD SIZE 300 %, TAPCON MIR I.Y., MIR RMSEPMENT I Yt) EMBEPt-INT INTO BLOCK IUITWIN V OF EACH NO 4 I&- OC. MAX WAC W a CMU 2>10� c2w JV DRYWALL 0 1-1/ SECURE T BLOCK UWI. 14' rX4'OR IX2'P.T. NAILIER TAPCONS OR DIRIVIE PIN V ObAS. X 4' MIR (MIN. SHAW, SIZE J46 MR HEAD SIZE 100 DOOR CASING. MIR EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WIT41N 8' OF EACH END 4 ATTACH TO 2X PER IS- oc. MAX 8PAcIW.. MANLIFACTIARE5 DIETAILS, NOTE, $HIM AS NEEDED TO PLUMI5 JAMB (00 NOT EXCEED Y4*) DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK G +3-7/16" SCALrs 2X4, CM SECURE TO BLOCK W?/4' TAPCONS OR DRIVE PIN (MIN. SWANK, OIZIE .145 MIR 14RAP SIZE 3" MIR EMBEDMENT I Y.') WITHIN 6* OF EACH END 4 18' Or-, MAX SPACING. 2X&, CEIM SECURE TO TAPCA" OR NOTE: STRUCTU'." MUST fMIN. SWANK SIZE J45 ISE ON OUTSIDE 4 SECANIIEP MIR HEAD SIZE THROUC44 NON-STRUCTURAL MIR EMBEDMENT I yw) %' TAPCON MIR I-Y' WITHIN V OF EACH END 4 V15EDMENT INTO 91LOOK 18'OC. MAX SPACIW� a, cm 2X6, CEM )PPRYWALL SECURE TO BLOCK WA-114' I TAPOCINS OR DRIVE PIN VX4' OR I'X2'P.T. NAILER (MIN SHAW, SIZE.M15 *�EAD V P.T. X 4- MIR MIR SIZE MO DOOR CASW. MIR Olft-OMENT I Y,*) WIT14IN WOF EAC44 END 4 DOOR JAMB OR WINDOW _. MAX SPACING� Is* or ATTAC14 TO 2X PER MAKFACTLM$ DETAILS, NOTE� SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3 3/4' WINDOW TO BLOCK +3 3/4" &-ALE, A 2 C N I T 5 C T ; G r MDe ign ousp0l.... 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdesigngroup.00m AA #. 0003326 l rq It, a rlj ulwiv. ac SILVERADO LOT 26 LOT 6 VROZWT# 04128.000-02661 MODMIA 4EHB "2605-HAYDEN" GARAGM 8WXNQ: RIGHT FACID MONOLITHIC 1-STORY WALL SECTIONS & NOTES 150 MPH EXP. B j ARCHRECT-i STATE Or - Alt 2A/- I PRINT DATM: 11/08/17 8CALlM 1/4"=l'—O" 819MIXIT D3 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 030 FELT PAPER OVER 030 FELT PAPER 2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES INSTALLED PER FBGR INSTALLED PER FBGR ° TRUSSES WHERE 'X' BRACING OVER 030 FELT PAPER R805.2.1 ON J' O.S.B. 7 RS052.1 ON 1,' O.S.B. IS PRESENT INSTALLED PER FBGR SHEATHING OR I' CDX SHEATHING OR }' GDX RW52.1 ON a' O.S.B. PLYWOOD SECURED PER PLYWOOD SECURED PER SHEATHING OR }' CDX FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG GABLE TRU55 PLYWOOD SECURED PER PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE CONT, 2x4 RAT RUN SECURED FASTENER SCHEDULE SEE ENERGY CODE FORMS P.T. IX2 W/ MTL. DRIP EDGE SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 2x4 OR 2x6 5UB-BAND PER W/ (2) 12d's EACH TRUSS PREDRI TRUSS FOR INSULATION R-VALUES 2x4 OR 2x6 SUB -BAND I. GYPSUM BOARD OR �' ELEVATIONS P.T. IX2 W/ MTL. DRIP EDGE UGH PsuM ISTREN�OIARpcOR }' PER ELEVATIONS HIGH STRENGTH CLG. VENTED ALUM. SOFFIT 2x4 OR 2x6 SUB -BAND BOARD VENTED ALUM. SOFFIT BOARD PER ELEVATIONS DOUBLE TOP PLATE TWIST STRAP VERIFY W/ STIFFBACK (SEE SEALED VENTED ALUM. SOFFIT SIMPSON WINDOW HEADER SIZE TRUSS PLAN TRJ55 ENG. FOR SIZE 4 SEE ENERGY CODE FORMS 0 1,000 UPLIFT SP2 * EA. 2X8 STUD VARIES PER WINDOW CONDITION) FOR INSULATION R-VALUES CONNECTOR OPENING SEE HEADER WINDOW ATTACHMENT AS SPAN CHART FOR PER MANUFACTURES SECURE 2x4 PLATE TO WALL W/ 9' GYPSUM BOARD OR �' 2x8 5YP 02 DETAILS SPECIFICATIONS THRU-BOLTS s 32' O.G. HIGH STRENGTH CI-G. DBL TOP PLATE 1} O.S.B. SHEATHING OR J' WINDOW SILL MAX THEN SECURE GABLE TO BOARD }' DRY WALL CDX PLYWOOD. 2x4 PLATE W/ 12d'a 8' O.C. MAX DOUBLE TOP PLATE WALL SHEATHING }' DIA ANCHOR BOLT ATTACHED PER FASTENER 2x STUDS * 16' O.G. MAX W/ OR AT 16' O.G. MAX WITH 1' SCHEDULE ON SHEET D5. INSUL., SEE ENERGY CODE SECURE GABLE TO DBL TOP WINDOW ATTACHMENT AS 2x8 SYP o2 EMBEDMENT AND 2' 1/8' THICK, 3 COAT FORMS FOR INSULATION PLATE W/ SIMPSON HTC4 s 24' PER MANUFACTURES WOOD STUDS DIA. WASHER PORTLAND CEMENT R-vALUE5 O.C. MAX SPECIFICATIONS AT 12' O.C. MAX PLASTER OVER WINDOW HEADER 512E VARIES WINDOW SILL SIMPSON SPI g EA, 2X8 EXPANDED GALV'D A' T 1 G GLUED PER WINDOW OPENING SEE 2x STUDS 0 16' O.G. MAX W/ STUD METAL LATH ON FORTIFIBER JUMBOTEX AND SCREWEDWED AAS S PER HEADER SPAN CHART FOR DETAILS IN5UL., SEE ENERGY CODE GRADE 'D' PAPER OVER FASTENER SCHEDULE O.S.B. SHEATHING OR J' GDX FORMS FOR INSULATION R-VALUES 2x8 P.T. SYP 02 O SOLE PLATE (1) COURSE TIE -BEAM TYVEK BUILDING WRAP PLYWOOD. ATTACHED PER POURED SOLID WITH (REFER TO STUCCO FASTENER SCHEDULE ON SHEET ' T 4 G SUBFLOOR GLUED z CONCRETE. (1) 05 SPECS FOR COMPLETE D5 AND SCREWED AS PER WO REBAR HORIZONTALLY INFORMATION) 1/8' THICK, 3 GOAT PORTLAND FASTENER SCHEDULE NOTE; SHEATHING MUST CEMENTPLASTER OVER I PRECAST LINTEL NOT BREAK I'-4' MIN. FROM 2ND FLR LINE PRE-ENG FLOOR TRUSS EXPANDED gAH ON FORTIFIBER JUM50TEX ff = W ( ~ n WINDOW ATTACHMENT AS (INSTALL PER MFG. SPECS.) GRADE 'D' PAPER OVER TYVEK Z LL1 PER MANUFACTURES 2x4 CONT. 0 TOP AND BT. J' GYPSUM BOARD OR }' BUILDING WRAP (REFER TO SPECIFICATIONS OF FLR TRUSS (TOP 2x4 HIGH STRENGTH CLG. STUCCO SPECS FOR COMPLETE SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 15 FOR BOARD INFORMATION) NOTE: SHEATHING MUST NOT PRE-ENG FLOOR TRUSS O PRECAST SILL WALL SHEATHING NAILER) GONG. FILLED LINTEL BLK W/ (1)"5 REBAR CONTINUOUS BREAK I'-4' MIN. FROM 2ND FLR (INSTALL PER MFG. SPECS.) GYPSUM BOARD OR �' 05 REBa' AR 16' I � O.C. MAX, IN Z FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS g EACH SEE ENERGY CODE FORMS LINE' HIGH STRENGTH CLG. Lu CONCRETE TRUSS. BTM, RIBBON TO BE FOR INSULATION R-VALUES 2x4 CONT. 6 TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BOARD POURED CELL, O VERIFY PER Ix2 P.T. FURRING STRIPS 16' O.G. P.T. PRECAST LINTEL BT PLATE OF 2ND FLR, BTM. 2x4 GONG. FILLED LINTEL BLK W/ u- t PLAN. WEEP SCREED WINDOW ATTACHMENT AS 15 FOR WALL SHEATHING (1) 05 REBAR CONTINUOUS 0 V CMU (SEE DETAIL 2/D3) PER MANUFACTURES NAILER) FASTEN EACH 2X4 J O SEE ENERGY p 1/2' GYP. WL. BD. EMBED. STRAP VERIFY SPECIFICATIONS RIBBON W/ (5) 12d NAILS 0 EACH TRUSS. BTM. RIBBON TO PREEL CAST LINT cfj U CODE FORMS (1) 04 CONTINUOUS REBAR W/ TRUSS PLAN PRECAST SILL BE P.T. WINDOW ATTACHMENT AS �t1 FOR > WOOD BASE THICK, 3 GOAT (1) 05 REBAR VERTICALLY WEEP SCREED PER MANUFACTURER SPECIFICATIONS Q O INSULATION � R-VALUES z « 4 REBAR 48' LONG PORTLAND CEMENT W/ CONIC. POURED CELL (SEE DETAIL 2/D3) ' PRECAST SILL w m Q W/6' HOOK ®24' O.G., PLASTER APPLIED Ix2 P.T. FURRING STRIPS EMBED. STRAP VERIFY Q z MIN. 24' IN SLAB DIRECTLY TO MASONRY a 16' O.G. W/ TRUSS PLAN (1) 05 REBAR VERTICALLY y a U 2'-O" (MIN. 2—STORY i 8' GMU W/ CONC. POURED CELL m IN SLAB) FIRST FLOOR I/2' GYP. WL. BD. THICK, 3 GOAT E P.T. . Ix2 URRING STRIPS WOOD BASE PIRLASTE D CEMENT PORTLAND a' 1O.C. BLOCK SECOND PLASTER APPLIED � � FLOOR FRAME DIRECTLY TO MASONRY , i 8' MU C I/2' GYP. WL. BD. s WALL 4' GONG., REINF. W/ 6'x6' 1 SCALE; 3/4'=1'-O' 9 2—STORY GABLE WOOD BASE SECTION — _ L ° W1.4XWI.40 WWM ON 6-MIL POLY L FIRST FLOOR ° — WOOD ARDER WELLLGOMPAGTEETHYENE D GL AN FILLLON BLOCK SECOND 9 FRAME TO; TERMITE TREATMENT SHALL BE 1 A FLOO R FRAME L °a 6° 6° 6° 6^ 1 B LOCK WALL —(3)05BREBAR ON CHAIRS SCALE: 3/4'=1'-0' a 2x STUDS G 16' 0'C. MAX W/ O.S.B. SHEATHING OR �' GDX X 2x STUDS * 16' O.G. MAW/ NOTE: IN5UL., SEE ENERGY CODE PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET INSUL., SEE ENERGY CODE PER FBGR 13052.1 - FOR ROOF SLOPES 2:12 TO FORMS FOR INSULATION p5 FORMS FOR INSULATION LESS THAN 4:12, A (2) LAYER UNDERLAYMENT R-VALUES 1/6' THICK, 3 COAT PORTLAND R-VALUES SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF EXTERIOR WALL STUDS (WALL SHEATHN6 NOT PLACE STRAPS SPACED AND FASTENED AS T 4 G 5U5FLOOR GLUED CEMENT PLASTER OVER 3' T 4 G SUBFLOOR GLUED 4 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS s"aw FOR CLArom SHOWN WITH CNE ADDITIONAL STRAP AT AND SCREWED AS PER EXPANDED GALV'D METAL LATH AND SCREWED AS PER PERMITTED BUT MUST BE PER A5TM D226 TYPE FASTEUTWN aroma ro eLoac WALL EACF WINDOW CQd6 anro FASTENER SCHEDULE ON FORTIFIBER JUMBOTEX FASTENER SCHEDULE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 FASTENERS AS SHOWN. INSTALL GRADE '0' PAPER OVER TY VEK BUILDING WRAP (REFER TO STRAP • EA, END (UNO) SPACE -110 P-14 , FOLLOWS-TRAPO AS MIN ( a) Faa ccTrtON NAILS SND l0A48 DIA x I 1 2' 3/4' T 4 G 5U5FLOOR GLUED STUCCO SPECS FOR COMPLETE AND SCREWED AS PER -160 MPH'Cl. sr OC, LOW.) LOO1 INFORMATION) FASTENER SCHEDULE ON _I�4O r"xH�C �a o� 2x4 CONT. m TOP AND ST' OF SHEET D2 TOP OFSTUD WALL FLR TRUSS (TOP 2x4 SUPPORTS �oL� Pf BT PLATE OF 2ND FLR, BTM. 2x4 FILL ALL REd NA LbG. STRAP HOLES W/ 10d NAILS INTO PRE-ENG FLOOR TRUSS IS FOR WALL SHEATHING NAILER) PRE-ENG FLOOR TRU55 FASTEN EACH 2X4 RIBBON W/ (5) FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS SI EACH TRUSS. m WOOD SACKING SIMPSON HETA-16 EMBED. 12d NAILS ® EACH TRUSS. BTM. RIBBON TO BE P.T. GYPSUM BOARD OR BTM. RIBBON TO BE P.T. TOP of n�eaaer wa.� - DO NOT PLACE SCOW IN TOP HOLE NEAREST TO TOP OF CM BLOCK WALL STRAP o 32' O.G. MAX VERIFY W/ TRUSS PLAN WEEP SCREED HIGH STRENGTH CLG. H BOARD PRE-ENG FLOOR TRUSS OM OF TO CM WALL (SEE DETAIL 2/D3) (INSTALL PER MFG. SPECS.) STRAP BLOCK Wi(vsna•DIA.xI-v4' BOARD ' GYPSUM BOARD OR �' EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS CONC. FILLED LINTEL BLK W/ mu BLOCK WALL Lorca TAPCON MAaONRr SCREWS HIGH STRENGTH BOARD W/ TRUSS PLAN %' THICK, 3 COAT PORTLAND (I) 05 REBAR CONTINUOUS =�� CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RIBBON EXTERIOR STUD WALL CONNECTION FLOOR CONNECTION AT PARALLEL/ G FASTENINDETAIL TO FIRST FLOOR MASONRY WALL 2 PERPENDICULAR PRE—ENG FLOOR TRUSS 2A SCALE: 0° 3 Aa E'NTa SCALE: 3/4' = I' -O' A N C N I T I C T t 6 Deign Grous.ne. 141 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003325 m i w 0 a 0 U rUMIV. Ia LOT: SILVERADO LOT 26 LOT 6 I-non=T* 04128.000-02661 moassu 4EHB "2605—HAYDEN" OARAGM al/lNQ: RIGHT PAS= MONOLITHIC 2—STORY WALL SECTIONS & NOTES 150 MPH EXP. B AflC jrrECT: STATE OF FLOMA N V 1 j7 DAn" 11/08/17 OCAM 1/4"=1'-0" OMEN= D4 PRECAST HEADEWMIN)_��. 2 X 4 (MIN 2 X 3)1-3/16 T A C N S OR DRIVE I -IN (MIN 0+4AW, SIZFJ 4 MIN HEAD SIZE 3M E MIN EMBEDMENT 1 1/4.) 1 114 O'FROM EAC44 END AND IV 11 NO IS Or- MAX. MfN 1-1/4' EM1511IDMENT 2 X 6 (MIN 2 X 3) 2-3A& TAPCON ST OR DRIVE PIN (MIN SHAW SIZE.146 MIN HEAD SIZE I" MIN EM15EDMENT 1 1/49 AND 8* FROM EACH END AND IS' OC. MAX MIN 1-1/4' EMBROMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAP00N .ZE _ OR DRVE PH (MIN SHAW NZE145 MIN HEAD SIZE 2X4 SOLID MOCKING r MIN EMISEDMEN 11/4-� SECURE TO SWEATHNG V 8. ND FROM RAC44 GNP AND 18' MIR 2-12d PER 5LK EA DO Or- MAX. MINI-1/4'EMOEOMENT DMENT SHEA I. CMU WALL ARCHWAY DETAIL ri_'�16" AND UNDER �,� E, DEL' TOP PLATE 2X4 16- 0C. MAX. SECURE 2X4 TO V W/2-12d - 6. -0' 0,C, STAOGEREIP PIN (MIN. SHAW SZE J45 MIN. HEAD O:ZE 300 MIN. EMBEDMENT I Y4' WAN 0' lA` END NOT To AR_CCIL4wA7 EXCEED 1&'00. MAX 2X4 SOLID I IA. 15LOCKM SECURE I/2'PLYWOOO. To SHEATHING WITH OR 1/16, Obs. MIN, 2-12d PER OLK MA END ,,'�EXTERIOR ARCHWAY 14,4 Obb, OR J� PLYWOOD SHEATHING W ELM FELT 24. WIDE 2* GA GALVANIZED METAL FLASHING MOT APO DMIC, 36' WIDE AND AND MUST BE A MIN 24'UrM METAL-. FIBERGLASS $WIW3LI!S C45L TOP PLATE 2X4 16- OjC. MAX SECURE 214 W/ 2-v TAPOONIS OR DRIVE PIN (MIN. SHAW 6IZE.K5 MIN, HEAD SIZE 3ev MIN. EMBEDMENT I V WIN 0' EA END NOT TO EXCEED 10- OZ, MAX 2X4 SOLIC ELOOKW . SjCUFE TO SHEATHING Wff� MIR 2-12d PER MILK EA END EXTERIOR ARCHWAY PRECAST WHADEWMIN) 4 (MIN 2 X 3) 1-3A& TAPOON O�X DRIVE PIN (MIN SHANK SIZE145 MIN HEAD SIZE 300 MIN EMBEDMENT 11/49 &'FROM EAC44 END AND 10- Or MAX. MIN 1-1/4* EMBEDMENT 2 X 6 (MIN 2 X 30 2-3AO TAPCAON OR DRIVE FIN (MIN 81441,114 SIZEA4b MIN WLAD SIZE -100 MIN 1 1/49 :MISEDMENT 1. FROM A,::W END AND IS- O,C. MAX MIN 1-114. EMBEDMENT 2 X 11 (MIN 2 X 3) 2-3/16 TAPCON On PmVE I -IN (MIN SHAW, SIZE.145 MIN HEAD SIZE 100 1/16'CM SHEATHING - MIN EMBEDMENT 1 1/49 2X4 *' OZ. MAX. - 9. FROM EACH END AND W (WHEN OVER W IN I4E*HTJ O,C, MAX. MIN 1-1/4' EMBEDMENT ZX4 SOLID ISLOMNG - 6ECJJM TO SHEATHING W/ MIN. 2-12d PER OLK EA. END /'=�CLOSED VALLEY FLASHING DETAIL 0 7-PRF-FAlb TRUSS SIMPSON CARD 4 TEXI C>LMr'L.aroP SP4 32' SIMPSON SP4 j 21/)2<4' PLA rE 01C. 12, Oc. -1/2'PRYWALL 2X4 k0OCIP STUDS flo'O.C, UNO. ON TMSO PLAN 2X4 CONT. STRESS QW. MID -WALL I5LCCr X4 LA 2' OC. MAX /2'XS* AB.32' OC. EMMD ENT Im `�( 1 CONC. SLAB 2 W. CONT. I -STORY r,---�INT. BEARING WALL _�N W440 UrLFr OR WAS FLOOR LOAD ONLY , DO NOT INSTALL CONNECTORS. 2x4 CONTINOUS STRESS BLOCKING MID WALL 2x4 STUDS 0 16' 0,C, MAX, U,0N. I- T 4 G SUMPLOOR GLUED 4ND 5CASUED AS PER FASTENER SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MOTA-36 - 32- Or- MAX FIRS -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x4 CONTINOUS $TRESS BLOCKING. MID WALL 2x4 STUDS - W D.C. MAX, U.Ox 1/2'GYP. ILL. 50. SECURE IST. PLATE TO SLAB Ul/ J*xS' ANCHOR VOLT W1 2' W40WER SET N SIMPSON HIGH STRENGTH EPDXY 7 EMBED. MIK SIMPSON SP4 - 32' OC. MAX (-A-) INI�J2- RY ,Lr L. =.. 1,2T 1 .1. ARCljWAY DETAIL 16 ' �AND UP a' O.S.5. SHEATHING OR J* CpX PLYWOOD SECURED PER FASTENER SCHEDULE 2.4 5LOCKIW. UNDER WALL STUDS SCURE BETWEEN TRUSS MAYO W1 (3)12d'. EACH END 2x DOUBLE TOP PLATE STUDS - 16, 01C. MTS-12 - EVER STUD 2X4 5T. MATE DORMER LTTA .c,� . "F!V DOL. TOP PLATE SECURE 2 X RIP TO PIT W442d6 6'-&' Or_ MAX its, TEXTURED FINISH 1/16' 080 SHEATHIM. 2 X 4 16- OC MAX (WHEN OVER 16- IN HIEGHT.) 2 X 4 (WHEN OVER IS' IN WINGHT-) 1/4' TEMPERED MAeONITE GLUE 4 NAIL W/6d'S 8--12- Or - IF NEEDED. 2 X SOLID BLKWG 0 ARCH SECURE W/242d EAC44 DO \__MANUFACrJREIe5 SPEC'S. MTL WOW FRAME 'NOM NO CAP - WDW FRAME TO EXCEED 14' ARCHWAY DETAIL 2 X 4 (MIN 2 X 3)1-3A& TAPCAON Oft PFPJVE PIN CMIN 614AW SIZE146 MIN 14EAD SfZE 300 MIN EMBEDMENT I V49 v FRI:M EAC14 00 AND Ig- EXISTING MILK ABV _ MAX MIN 1-1/4' EMBEDMENT or 114' TEXTURED FINISH 2Xr (MrN2X3)2-3A&TAPCCN 1/0' TEXTURED FINISH OR DRIVE PIN (MIN SHAW, SIZEAS MIN HEAD SIZE _SW 1/16' 095 54-EATWW. MIN Er-115SOMENT 1 1/49 8' PROM EACH END AND 10' 2 X 4 16'Or- MAX, Oic. MAX MIN 1-1/4- EMBEDMENT (WHEN OVER I&- IN HEIGHT-) 2 X 4 (WHEN OVER I&- 2 X 8 (MIN 2 X 3) 2-3A6 TAF_ON *1 IN HEIGHT.) OR DRJVE PIN (MIN SHAW SIZEJ45 MIMIN HEAD SIZE -100 N = ENT 1 1/49 2 X SOLID I5LKr, * ARCH SECURE W/2-12d EAC14 END O'FFIOM EACH END AND 16- ATTACHMENT PER O.C. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURERS OPEC'& MTL am FRAME 1/4' TEMPERED MASONITE INOTE, NO GAP - WDW FRAME GLUE 4 NAIL W/Od-6 8'-12' O.C. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL rp'� CUTAWAY ROOF TRUSS UFLIFT CONNECTOR NOT SHOULIN FOR CLARITY (SEE 5+40f- DUr.9.) EXTEFlI%W-r'LEL-,__ SHEATH "E NOTES) FASTEN EACH STUD TO 05L. TOP FILATE W1 U51' 51IT24 NAIL PER MANUr. 51-ECS. SECTION AT TOP r,`�OF EXTERIOR WALL ASPHALT SHIN345 OVER W FELTON I/* O.Oe. PRE-9w. GABLE TRUSS OFF STIFFBACK (SEE 6EALD ENO. PACK FOR SIZE 4 OONNECTIOW 2.4 SPF BLOCKING BETWEEN TRUSSES WHERE 'X'BRACIW. 18 PRESENT C4ONT. 2.4 a" FIAT SECURED W/ (V 12d's In$$ (2) 2.4 -2 S.Yp . DIAGONAL BRACE W/ (3) 12d.. . EACH TRUSS (DIAGONAL X-SRACING. TO COVER S-TIRUEOES I' GYPSUM 50ARD OR HIGH STRENGTH CLa NOTE: BOARD DIA3,ONAL BRACE . CENTER OF: TRUSS SP44 OR HIGHEST RIDGE, DIAGONAL BRACE TO BE - ANY SPAN W-O' OR CRATER REFER TO TRUS6 ENG. FOR A00fTIONAL HORIZONTAL. TRUSS REINPORCEMENIT_ 0'-0' TO 30�0'0) X-ISRACE 30'-1' TO 60'-V'(3) X-BRACE W X-BRACIE - CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END @�PABLE X-BRACING lo GABAL. .,.,�.�ACINI SCALE: 1/2'-I'-V' 2. RIDGE ONE 61ZE LARGER T14AN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. �4) 10d GUN NAILS IX& COLLAR TIE AT EVERY OT14ER RAFTER W/ MfN. t3)12d NAILS OR MIN. (4) 10d GLN NAILS 2x RAFTERS IX& NAILER SECJURE TO TRIASES BELOW W/ (2)12d NAILS OR (3) 10d GIN NAILS - EA TRUSS RAFTER TO TRUSS MT$-I2 CREATE VOID FOR STRAP PENETRATION ROOF DECIQNG OVER PRE -OW. TRUSSES PRE-Ew- TRUSS CONV D ROOF ALTERNATE CQNNECTION MOTA-24 RAFTER! TO ISL.Kri SETWM TRUSSea 0'-V� TO 30'-0* (1)'X' BRACE 30'-1 TO (I X'BRACE - CENTER) (2 'X' BRACE DIVIDED EQUALY FFWM CENTER TO END) FIBERGLASS SHINGLES OVER 030 FELT ON I/I( ' CAD. (2) 2X4 -2 SYP DIAGONAIL BRACE - W1 3-12cl a EA TRUSS ( DIAGONAL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING. U44EM *X' BRACING 16 PRESENT (V Wd NAILS EA END To TWO$ 1/161IMSH 3 IL.IAT141W USE AT 4' ... EDGE 4 6' ...FIELD 2X4 ' 2�.11. 1 OR Sit-"MITit :1 OIC. OHEAT�,ING NAILING TO BE WO.C. N FIELD 4' OZAALL EDGES W/W NAILS TRUSS 24* .. 1/2' Clr. 50AIRD NAIL CONt RAT RUN TO TRUSS W/ (2)12d 0 EA TRUSS 2X4 SYP RAT ADJACIEN TO DIAGONAL BRACE. D5L TOP MATE 2X4 STUD 16' OC. MAX. @2-STORY QLBLE END CROSS BRACING ) E� 1115 UPLIFT SIMPbom HTOI20 WAV 10d TO TOWS$ AND (4) 114' . 2 114' TAPCONS TO CONT POURED LINTEL - 23W UPLIFT (V SIMPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL wAg) led TO TRUSS AND (4)1/4' . 2 1/4. gmu"VI wcl_�� FINISH * LANDING 3/4' PLYWOOD FF. CL D5L 2Xro 3/4' PLYWOOD WITH 412-0 COMMONS WINDER DETAIL LANDING DETAIL NAILED THRU 3/4' FIN15H -8 LANDING— PLYWOOD INTO 3/4' PLYWOOD rp. EACH 57RINGER�7 LESS THAN 4' TYP. 3-2xI2 SYP STRINGER I D5L 2XI2 X12 TREAD ETWEEN SPINDLES REINFORCIED W/2X4 SPFOR CUT TO FIT W/CONT. 5EAD OF FLOOR JOIST IX8 RISER 5UB-FLOOR ADHESIVE )011 PL-400 OR SIMILAR im ;� RAIL-) EA HORIZONTAL RUN \HAND f SECURE TREADS TO STRINGER W/(3n 3' SCREWS 0 EA STRINGER, UNTHREADED SHAN< 1/2' DRYWALL-,,, TO EXTEND 5EYON0 THICKNESS OF 5U5-FLOOR SHEATHING IXIV TRIM---' NOTE: I' NOSING TYP. STAIRS RISER$ TO CONFORM TO F15CR 5TH EDITION (2014� (3) 10d CUT NAILS MIN, TREAD 10', MAX. RISER 1-3/4' a 2X4 P.T, x 311ro' MAX. VARIATION IN RI5ER5/TREAD5 SLEEPER INTO ADJACENT TO EACH OTHER SLA5 3/5'MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CRO55 SECTION DfA. TO 5E 13/4' -1/4' OR PROVIDE EQUIVALENT GRA5PA51LfTY j)STAIR SECTION DETAILS WINDERS- MIN. 6' WIDE 6 NARROW ENE) MIN, Ill WIDTH a 121 PROM NARROW ENE) SCALE: 3/4'al'-O' 34' MIN. HANDRAIL HGT. A It C K I T E C T 3"N i n G r MOO. . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAk 407-7744078 I www.abdosigngroup-com 1,4� AA 4P. 0003325 0 Lsom "07 F'sumiv. &ex.* "ll SILVERADO LOT 26 LOT 6 Pnon=T# 04128.000-02661 MODRU 4EHI3 "2605-HAYDEN" GAJtA,QM BWnM- RIGHT PAGM: misc. DETAILS 150 MPH EXP. B Of PRODUCT APPROVAL LISTING -SHINGLES -STANDARD PRODUCT APPROVAL LISTING EXPIRATION DATE FL 30446•R4 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10447-R3 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10456-R3 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 17236-R2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CDNNECTORS 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-R2 Fl 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 7473-R6 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR 12/31/2018 FL 12019-R5 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR 3/2/2020 FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR 7/31/2019 FL 14039-R2 PLYGEM SINGLE HUNG 2014 FBCR 7/31/2019 FL 14634-R2 PLYGEM SLIDING GLASS DOOR 2014 FBCR 7/31/2019 FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR 7/31/2019 FL 14253-R3 PLYGEM FIXED GLASS 2014 FBCR 7/31/2019 FL 15217-R4 ` MI WINDOWS & DOORS SINGLE HUNG 2014 FBCR 12/31/2017 FL 13349-R4 MI WINDOWS & DOORS SLIDING GLASS DOOR 2014 FBCR 12/31/2017 FL 15333-R2 MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR 12/31/2017 FL 15076-R3 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR 12/31/2017 FL 5678-R3 CLOPAY BLDG. PRODUCT CD. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5684-R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 15279-114 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-R4 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13223-R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13265-R2 FL 4103-R8 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR 12/31/2018 FL 7006-119 IKO SHINGLES 30 YEAR 2014 FBCR 9/6/2021 FL158-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 WW.FLORIDABUILDING.ORG CONTROL DATE:09/26/201 AR C N I T E C T 3 1 Design Grou .. . Al N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdesigngroup.com AA M. 0003325 y 0 ro 0 F a V aXMD:v ee LOT. SILVERADO LOT 26 LOT 6 Pitoim' 04128.00 -02661 MODRU 4EHB "2605- HAYDEN" GARAGN BWDM* RIGHT PAOM PRODUCT APPROVAL LISTING 150 MPH EXP. B D T& 11/08/17 aCAM 1/4"=1'-0" ar>mr 16. D6 PREFORMED CONTROL JOINT- IIILANGS-e OF CCNTROL JOINTS T� BE WIRED TIED TO LATH - e' - OIC. MAX (VERTd. NOTE, 00 NOT FASTEN CONTROL JOINT TO IF IWALL EVEN _ STUP EXISTS BEYOND EXCEPT STAPLES 10 LEG MAY BE USED TO TEMP. 'IRE CONTROI JOINT DURIN3. INSTALLATION FASTENERS TO 15E 5PACED-7 I' OZ. MAX VERTICALLY H SHALL NOT CONTMIOUS MIGA4 C40NTIWL 4TS 13UT SHALL STOPPED AND :, AT EACH 90. T� J'THICII, 31 COAT CEMENT PLASTER WRI5 LAYER 42, FORTIFIDER BUILDING. PAPER APPROVED METAL LATH FASTENED -I' (VERTJ OC. MAX AT SUPPORTS LURB LAYER -1. STUCCO URAP 11000, $HEATHW. t ASTM CI"3 PROVIDE 2X4 BLOCKING. PLACED FLAT MAX 6' TO S' .IA FROM ODNTROL JOINT WHEN CONTROL JONT FALLS ON WIENERS FOR LATH TO BE NAILS OR — STRUCTURAL STUD PILES IN COMPLIANCE W1 ASTM CI"3 ERE TIES TO BE (NO. 16) 00415- URE ILOCKING, SHOQN MAY BE IN ADDIT17 1\ WALL. STUDS REQUIRED PER PLAN . . ....... ............. I . ....... ...... ............ I'M" TYPE CONTROL JOINT -A @) —I—. 2. CREAGE 5 �. clWWW _'n Ar EP34 O�SIIILAII` 3'. mxnm w. wLm — sHEATHI MILIAN y FA*� W O� MAX L INRAFIV * M. A I-- FTA �R_ANIX F:�>) ONAL IIIIA. .22 ma wr. J'TWICK 3 COAT CEMENT PLASTER ("tAMIV. � 3 �T CININT M.A6TIFt?�) UM LAYEfQ -2, FCWFj%ER BUILDING. PAPER (� �y) UM LAYER M, STUCCO ~(PK" IoNLY) FAWAA ~ NOTE, APPROVED BUILDING. URAP SWALL BE LAPPED A MINIMUM OF 6' - VERTICAL LAPS (ROLL ENDS) 4 W - HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LAT14 VERTICAL LAP TO BE I' WITH FOW15M SHEATHING. TAPE I- MIN METAL LATH ix METAL LAT14 WIRE, LAYER -1, MIN PA- LAP y STUO= URAF, _�_LAYER -2, FORTIFIBER OUILOIW. PAPER ,XNLAT. "IN ALL AP (_p'PAPE_R L ",�_ALE, 11/2'.1'.0- (4) KICKOUT DETAIL I R.�, IlTop ONLY) W4. 0. I"AMIIIm=I xrmmop R.A*4143, ILAIWING (m �AILI $MPM 1221111 VERTICAL LATH & PAPER DETAIL NOTE, SIDE LAPS OF: METAL PLASTER BASES OW44-L BE SECURED TO PRAMINa. MEMBERS. THEY $14ALL BE TIED BETWEEN 5UPPORM UTH 00415-IN. (121-MM) URE AT INTERVALS NOT MORE THAN t'(22%-MM)� AS PER ASTM Ckft3 10j. FOR IMPAIR OF TEARS IN WRIS LAYERS. TEARS MAY BE PATCHED WA40USE WRAP TAPE PER MANUF. OPEC. OR I -EEL 4 STICK z ROOF j- THICK, 3 COAT CEMENT PLASTER METAL LATH U*V LAYER -2, FORTIFIDER BUILOINS. PAPER UM LAYER -1. STUCCO URAP WOOD SHEATHING. 110100 SHEATI SUILDI PAPIEF STUCC, HORIZONTAL LATH & PAPER DETAIL .H R WOOD SHEATHING OR cmu WRE, LAYER 01, STUCCO WRAP (FRAME ONLY) 9- THICK, 3 COAT CEMENT PLA5TER(FRAME), 1/2'2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP X5 1 TAPE OVER MOO WALL SCREED 5'X5' V TYPE CONTINUOUS GIIALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ,X- ROOF FIER ELEvATIONS L" FLASHING. 4-�4' APPROVED HOUSE MIAP FLASHING TO EXTEND ONTO PIPE I 11 OR LESS PIPE PENETRATION I CUT AID OVERLAP ONE SIDE 5ELF-ADHER� MEMBRANE R-ASHINtli STEP 11 INSTALL FASTENERS (CLIP$, STRAPS, STAPLES) AS — REQUIRED TO SECURE PIPE/ UPS TO FRAMING. 314 u__ - I � T 46 &"6'SELF-AOHERIW. MEMBRANE FLASHING. eC40MPATIISLE W1 HOUSE WRAP MATERIAL) OVER Wx4' SELF-ADHER11,0 MEMBRANE FLASHIN3. OVER APPROVED HOUSE El —CUT AND OVERLAP ONE SIDE Or SELF-APHERM MEMBRANE STEP 02 FLASHING. WR5 LAYER -1, STUCCO ~ MM LAYER -2, POWIFIDER 5UILDW. PAPER METAL LATH 6' x"'SELF-ADWERING5 MEM5RANE PLAS44NG OVER 4'x4' SEV-APHIERIW. MEMBRANE FLASHING OVER APPROVED HOUSE UIRAP. 4'x4' SELr-ADi4ERM MEMBRANE rLASHM OVER APPROVED HOUSE ~ ITO PIPE V O:)Nt BEAD Or SEALANT :NSTALL APPROVED HOUSEWRAP AIR NFILTR4TION BARRIER OVER SHEATIWING. ELASTOMERIC COATING3 OVER STUCCO/ C,V. FINISH 'SEE TYP WALL SECTION) SECTION PER FBC R703.0.1 EA.ftImtft.iId0,"ft E,clerlor of pordand � pWster shall Tply with ft apprImItion requi,—enm of ASTM C 926-12A lns�Lanof exmdw latHng wid frwMrkg y �� AS� 0 IM-12A. LE G E N D DF,AINAGE FLANE (LUIR5 L,4'T-EfR *I, 5TUCCO WfR,4f=) WF_5 LXT-E`IR *12 (FOiRTIF15EF, 5ULDING FAFER) METAL LATH X—X—X—x 5TUCCO WOOD 5HEATHINr3 5ELF-ADHE51VE FL,45HING - - - - - - NOTE: METAL LATH: LATH TO 5E FER F5C FR-103.&.1 / 45TM C-541-09, MIN. 2,5 L55, FEiR 5a. �'AFRD (UTILIT'T' OfR NOMINAL LATH DOE5 NOT MEET 6FECIFICATION5) A R C H I T I C IT 81 5 MDesign ot po—, n2c. 41 N. RONALD REAGAN BLVD. LONGWOOD, FIL 32750 PH: 407-774-6078 FAIL 407-7744078 www.abdesigngroup.com AA #,. 0003325 i� N R, L N, F-summ & Lal�l SILVERADO LOT 26 LOT 6 Pnoz=T# 04128.000-02661 M01DRU 4EHB 2605—HAYDEN" GAltAGZ 8WDM. RIGHT PAGIM WALL ASSEMBLY DETAILS 150 MPH EXP. B or IARcHrmcT.. WATE OF 0 17 A c19A %"AMRYANWO W723 .j F-FmngT DATAk 111/085/17 01CAIM 1/4"=l'-0" spEmmT �% WAI BACKER ROD BACKER ROO WIM LAYER -4, WRAP INSTALL 6' $ELF -ADHERING. MEMBRANE FLASHING OVER TOP, SIDE(S) AND 50TTOM FLANGES Or NON-MOVA5LE FRAME Or THE EXHAUST. SECIUENCIE OF FLASHING TO BE, 1. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 15 TO BE TOOLED 50 AS TO DEFLECT WATER AWAY FROM JOINTS, E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTION$ APPLY SEALANT AT PERIMETER OF NON-MOVAELE FRAME AND STUCCO ON ALL SIDES, Y4'CAULKING. JOINT ALL AROUND PER FEC R703.6.1 ExWor lathing wild plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT THICr, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER -2, FORTIF15ER BUILDING PAPER WOOD 844EATHING DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER -2, FORTIF-15ER BUILDING PAPER WOOD CONSTUCTION —METAL LATH :,"M a, Cm "ZI VINYL CASNG BEAD 6' RAISED BAND VTOh'MQ-WALL 61 WIDE STRIP SELF AP14ESIVE FLASHING., CLEAN MASONRY I5EFOIqZ APPLYING Z FLASHING OVER SCRATCH COAT STONE VENEER HORIZONTAL WEEP SCREED WZSTQNE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE FLANE (WR5 LAYER "I, STUCCO WRAP) WR5 LAYER W2 (FORTIF15ER 51JILDING PAPER) METAL LATH X—X—X—x STUCCO WOOD SHEATHING 7Z7_=Z= 5ELF-ADHE51VE FLASHING NOTE - METAL LATH: LATH TO 5E FER F5C R103.6,1 /,45TM C-647-0e, MIN, 2.r; L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEC IFICAT IONS) STUCCO FIN15P ro' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP 4 SIDES DRYER VENT (BLOCK) BUILDING PAPER OVER'QUICK FLASH* PIPE THROUGH WALL 6' SELF ADHESIVE - FLASHING (INSTALL PER r'IANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' VENT PENETRATION SCALE: N.T.5. ELEC, METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF FAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC VERIF APPLY STUCCO 5CRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CONSTRUCTION WOOD 5PEATPING WR5 LAYER 01, STUCCO WRAP WR5 LAYER 02, FORTIP15ER BUILDING PAPER THICK, 3 COAT CEMENT Ya' TO Ys' MIP-WALL WEEP $CREED W SELF-ADHESIVE FLASHING WOOD FRAMED LUALL HORIZONTAL WEEP SCREED (FRAME TO FRAMEJ . METER FIELD Y LOCATION CAVITY TO BE FILLED WIT14 RIGID POLYMERIC 15OCYANCTE-POLYBLEND FOAM `)R SIMILAR� APPLY A SILICON BASE 5EALANTAT POINT THAT ELEC. WIRE PENETRATES ::0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION CUT OPENINIG IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR5 LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOU5EURAP IBELOLU CUT SUCH THA NO MEM15R,4NE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z OVER 60 M GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC T E F *1 &TEF #3 2 Pd PA it —IN Ili 'in Fism I A WOOD SHEATHING. UR5 LAYER -1, STUCCO WRAP WRE, LAYER -2, FORTIFIBER BUILDING. PAPER METAL LATH 1/6, TEXTURED FINISH - WOOD -FASTEN TO WOOD STRACTURAL MEMBER 1'01C. MAX 'TOh'MIQ-WA1_L 6' WIDE STRIP SELF ADHESIVE rLASWING., CLEAN MASONRY BEFORE APPLYINS, FIN15H - MA50NRT HORIZONTAL WEEP SCREED (FRAME TO BLOCK) a, UIR5 LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING X MEMBRANE FLASHING APPLY 5ELF-ADHERING MEMBRANE FLASHING OVER WX AND OVER APPROVED WR5 LAYER -1 &TEF #2 APPLY eO MIN GRADE `D'FELT OVER t El -ADHERING FLASHING OVER SELF APROVED HOUSIEWRAF` WIR5 LAYER #1, STUCCO WRAP $ELF -ADHERING MEMBRANE FLASHING I WRIB LAYER 02, FORTIFIBER BUILDING PAPER 5TEF #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL SECTION) METAL LATH &TEF #E� 51EF #(o ELECTRICAL RECEPTACLE A R C N I T I C T 8 G r ZMsign ou v0l... L441 N. RONALL) RLAUAN "I"u. LONGWOOD, FIL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdesigngroup.com AA Lvu' "IA"Am 'L 'OOD� 3275 1 So a '.L7 7 7. tro.p corn 2, Aq �111 W Fa IV. at LOT, SILVERADO SILI LOT 26 LOT 6 PROJWT# 04128.000-02661 MODr4A 4EHB 2605-HAYDEN" . 13AXAGRI 8T1UqQ* RIGHT P.Wrk WALL ASSEMBLY DETAILS V, 150 -MPH EXP. B J g_-�k'w F'rRMT DATZ, 11/08/17 DCALM 1/4"=l'-O" WA2 EXT. WOOD FRAMED - WOOD SHEATHING WALL WR5 LAYER 01, STUCCO WRAP OU15-FLOOR DECKING - IW/%' WOOD WRIB LAYER -2, FORTIF15ER CONSTRUCTION BUILDING PAPER PRE-ENG'D TRJ5O %' HAT CHANNEL J' THICK, 3 COAT CEMENT WEATHER RESISTIVE - TYPE 'X'DRYWAI-L PLASTER BARRIER -1 6' SAF. a TOP OF WEEP Or -REED WEATHER RESISTIVE - TO SHEATHING BEHIND WEEP SCREED BARRIER -2 4'POSITIVE DRAIN THICK, 3 COAT CEMEN1- WOOD SHEATHING WEEP SCREED PLASTER METAL LATP WIM LAYER -1, STUCCO WRAP WOOP SHEATHING — THICK, 3 COAT CEMENT PLASTER g,'SELF-ADHEREING AM&6-WRkIC-1W CU FLASHING WRAPPED TOP OF: WEEP $CREED TO SHEATHING. BELOW WRIB LAYER -1, 4'P DRAIN - STUCCO WRAP _OSITIVE 99EP SCREED WRI5 LAYER 02, FORTIF115ER 4'� z BUILDING PAPER (SHOWN FOR SEPARATE AC V AW SELF- ADHEREING WRI5 LAYER M, FLASHINd. WRAPPED STUCCO WRAP 0 CORNER OF CANTILEVER 4' POSITIVE DRAIN AMICO AM6&-WFWQ- 2 UErP 51- -REED CUSTOM CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL.(P CANT. (�� SCALE: 1 1/2'.1'-0' NOTE: METAL LATH- LATH T0 5E FER F5C JR103.6,1 / 45TM C-041-0�B, MIN. 25 L55. FEfR 50. YAIRI) (UTILITY CR NQMINAL LATH, 12CE5 NQT MEET 5FECIFIGATION6) RESILIENT ,T CHANNEL 15/8' TYPE 'X' DRYWALL WfrEXTURED 41PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER - mrmwdAn�m DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER — VINYL CORNER BEAD VINYL CASING BEAD WOO CONSTRUCTION WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER 12 J' THICK, 3 COAT CEMENT Pl_A5TER METAL LATH WOOD SHEATHING e2) 2xI2 HEADER rmrwwa�- Z_ A m, (SHOUN FOR CLARIFICATION Or SEPARATE ACCE65ORIES ONLY) WOE) CONSTRUCITON -WEATHER RESISTIVE BARRIER 01 -WEATHER RE51STIVE BARRIER -2 J* THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/5EAM (SHOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL J' THICK, �� COAT CEME PLASTER )ENER BEAD -VINYL CASING BEAD ON OF ONLY) @pAANITILEVER DRIP- 10 EDGE LEGEND DRAINAGE PLANE (WR5 LAYER 01, 5TUCCO WRAP) Wf;R5 LAYER #2 (FORTIF15ER 51JILDING PAPER) METAL LATH X—X—X—x 5TUCC;O I - ' ' ,_ I 3' X 3' 26 GA. GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL 4 STICK) SET IN FULL BED OF 1&' PEEL 4 SEALANTA'MIN, STICK * DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK )4'GAP FOR BACKER I h'XI !��' P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER, CONTINUOUS VINYL CASING BEAD WATER PROOFING let op WEATHER RESISTIVE LAYER (2 LAYER PEEL BARRIER 01 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY PECK TO BARRIER n CANTILEVER WPEEL 4 STICK 0 DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SU15 FLOO EDGE 3' X 3' 26, GA. GALV. METAL DRIP EDGE SET IN FULL DED OF IVXI %* P.T. OR SIMULATED SEALANT, �' MINL WOOD (TREX) FILLER, SPACE FROM DRIP CONTINUOUS FACE TO TREX Y4'GAP FOR BACKER VINYL CASING BEAD ROO 4 SEALANT WATER PROOFING lot FINISH LAYER (2 LAYER 5 LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER J' THICK, 3 COAT CEMENT x �=TER TAL LATH 5/8' TYPE 'X' DRYWALL WOOD SI-EATHIW3 W/TEXTURED 4 PAINTED WEATHER RESISTIVE FINISH BARRIER -1 WEATHER RESISTIVE THICK, 3 COAT CEMENT BARRIER -2 PLASTER -'POSITIVE DRAIN CORNER BEAD tLEEP SCIREED CASING BEAD I F (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIES ONLY) BALCONY DRIP G EDGE INSTALLATION W00C) 5HEATHIN3 2x FRAMING MEM15ER . --J' THICK, 3 COAT CEMENT 5ELF-AC)HESIVE FLA5HING . . . . . f PLASTER 2 /21' COR-4ER 5EAD FASTENED TO SHEATHING '1' O�C, MAX, LURE, LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH Wf;R5 LAYER 02, FORTIF15ER 5UILDING PAPER (14 A CORNER BEAD @) FRAME 2 1/2 " J/ C,OmNr-m mr-AID (FASTENER 4 SPACING 6 1- OC.) Cmu %" THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MA50NRY I J'4* CAP FOR BACKER ROD 4 SEALANT VINYL ASING, BEAD WATER PROOFING. lot---// LAYER (2 LAYER PEEL 4 STICK) PEEL t WOOC) SHEATHING WIR5 LAYER *1, STUCCO WRAP �LWIN SHEATHING 'AT R RESISTIVE 4=11R -1 RESISTIVE ARRIER -2 -EEL 4 STIOK 1 V.3' V FLASHING FULLY EMBEDDED IN ROOF CEMENT IV X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)J' MIN. SPACE FROM DRIP PACE TO TREX WEATI-ER RESISTIVE I A, :IER THE VOTIVE 1314RIERF17 JulWE I EXTERIOR COLUMN COLUMN SHEATHING CONTINUOUS Y4'GAP FOR SEALANT OPT BACKER ROD - 6' SAP, I Ya'x3' 'L' FLASPIWG FULLY EMBEDDED IN ROOF CEMENT I Y�' X 3' 26 GA_ GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Yz' MIR SPACE FROM DRIP WATER PROOFIWG let MODIFIED W LAYER (2 LAYER PEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNE 15ALCONY DECK TO VINYL CASING "A CANTILEVER THICK, 3 COAT CEMENT 6. -A PLASTER 5/8' TYPE PRYW, METAL LATH W/T'EXTURED 4 PAINI WOOD SHEATHING '; FINISH J' THICK. 3 COAT CEMENT 4' - POSITIVE DRAIN WEEP OCREED 0 PLASTER 7� A r VINYL CORNER SEf (SH OWN FOR CLARIFICATION OF EPARATE ACCESSORIES ONLY S P BALCONY DRIP EDGE INSTALLATION (4) COLUMN @ t W /" T " PT A —, T_TT KTP-) WRIB LAYER 02, FORTIF15ER BUILDING PAPER-------, METAL LATH J' THICK, 3 COAT CEMENT PLASTER & ISELF- ADHERING FLA5HING DRIP CAF, WINDOW FLANGE WOOD SHEATHING WRE, LAYER fl, STUCCO WRAP Wf<5 LATER 02, FORTIF`15ER IBUILDING PAPER METAL LATH (EX LO E J' THICK, 3 COAT CEMENT 'VIEW FO PLASTER CLARITY) WR5 LAYER 02, FORTIFIBER MILDING PAPER —�_ METAL LATH -N71� J' THICK, 3 COAT CEr PLASTER ro'SELF- ADHERING FL_A5HING DRIP CAP WINDOW FLANGE CASING BEAD (5) WINDOW (FRAME, NO BAND) r'A R C H I T E C T 8 "1 G270I n .nac. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77448078 FAX: 407-7744078 www.abdesigngroup.com AA #-. 0003325 rq I`q Eq 14, i X BUBDM Sac W10 SILVERADO LOT 26 LOT 6 PROJMT# 04128.000-02661 MODZU 4EHB 2605- HAYDEN" GARAGM 8111117NOt RIGHT JPAQ& WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCFWrECT- STATE OF r-pnnrr DATM 11/08/17 SCASM 1/4"= V-0" 8*131M WA3 WOOD SHEATHING UR5 LAYER -1, STUCCO WRAP WR15 LAYER 02, FORTIFIaER BUILDING PAPER — METAL LATW J' THICK, 3 COAT CEMENT PLASTER &*SELF -ADHERING — FLASHING VINYL ANGLED CASING eEAD DRIP CAP WINDOW FLANGE WOOD SHEATHING WRIB LAYER 01, STUCCO WRAP WR5 LA`rER 02, FORTIF15ER 5UILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLA5TER CLARITY) WIRE, LAYER 01, STUCCO WRAP WR5 LAYER 02, FORTIFIBER 15UII-Dt�G PAPER METAL`�ATH THICK, 3 COAT CEMENT PLASTER \ 6'5ELF-ADHERING FLASHING r->Rlp CAP WINDOW FLANGE WOOD SHEATHING METAL LATH WRIB LAYER 01, STUCCO WRAP N WR5 LAYER 02, FORTIF15ER 5UILDING PAPER --------- z THICK, 3 COAT CEMENT--\ PILASTER VINYL ANGLED CA51NG 5EAD VINYL CASING 5EAQ Y�* GAP TYf- J' THICK, 3 COAT CEMENT CASING 5EAD PLASTER IX TRIM MEM5ER TO TRIt I METAL LATH a STUCCO TO SIDING TRANSITION UWS LAYER 02, FORTIF15ER 5UILDIW3 PAPER SIDING-7 WOOC) SHEATHIW- W001) 5HEATHING WRI3 LAYER 01, WRI5 LAYER 01, STUCCO WRAP STUCCO LURAP \I— CASING DEAD ro' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO j 18 CASING BEAD (CROSS SECTION) WOOD C40145TFILICTION T ION 5EYoNo 4 WOOD SWEATHIW3 G MATHER RESISTIVE iT IV 5AMoER -1 TIVE WEATHER RESISTIVE OARRIER -2 SIDINGA 6. SELF -ADHERING. FLASHIW. 6- SELF-ADWERM. uL FLASHM. UJEAT14ER RESISTIVE EARRIER M STARTER STRIP LLEATHER RESISTIVE ISARRIIER -2 DO NOT CALLK OR o/ 6' SELF-ADHERIW. rLA$WW. t> M GALVO METAL V� GALVV METAL SH FLASI A" Z� Z W TRIM MEMBER CASIW, ----/ --A-1 V X 6- SIMLATED �� "'Oo MM MEMM"' 4—SEAL Al- .1. D SEALANT _K, A"VE ALIlKIl. , &e CASNG SIDING TO STUCCO 0P BLOCK TO FRAME NOTE: METAL LATH: LATH TO 5E PER F5C R*103,ro.1 /,46TM C-54-1-0S, MIN� 2.5 L55. PER SQ, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WFR5 LAYEfR #1, UK= O"TRUCTION 15EYOND 5T UGGO WIRAF WOIP SHEATI41W.— WEATHER RESISTIVE� 15AMPJER -1 WEATHER FESISTIVE x WR5 L,4YEf;R 02, F0fRTlFlE5EfR ISARRIER -2 XXI LAPSIClIW.—,_ F"AL 51JILDING FAFEF V SRLF-APHERIW3 --ll A641 Iw. METAL LAT�4 STARTER STRP-----y" 00 CAULK OR THICK, -3 r-CAT CEMENT (EXPLODED VIEW FOR f=L,45TEfR GALV`p 7' FLASHM CLARITY) U6, SIMJLATEV---- TRIM E-Z 15EAD =5INQ— (tLVV rLEX115LE PVC ,!ACKER IQ=) , SELr-ADwERM___/ FLASHIW, CASING BEAD @) RAISED 17A BAND (FRAME) -1 SCALE: 11/2"=11-0. LLEATW R Ell SA-MIR MATHER 15ARIZIER TWICK,.3 COAT CEMENT SEALANT PILASTER METAL LATH WINDOW FRAME DRTIFII5ER .. . .... . .... . ... . ..... .... WRIB LAYER 02, FL IBUILDING PAPER E-Z 5EAD VINYL CASING (Wl%* FLEX15LE PVC 5ACKER ROD) WR5 LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMIBER ro' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEM15ER! DETAIL BELOW EXPLODED FOR CLARITY ------------------------- L ---------------------------------------------------------------- UJEAT14ER RESISTIVE BARRIER -1 TO LAP 61 MIK AeIOVE TOP Ir OF rLAewlw. MATHER RESISTIVE ISAIRMIER M WEATHER RESISTIVE EARRIER -2 GALVV METAL 7'rLASHW. 9,&� OR WEATHER RESISTIVE MARRIER -1 TO LAP WMIN . 5OVr TOP OF -Z' PtA51,11W. ��lr)j 6- 61MLATED a TRIM MS15EM SELF-ADHEMW. L S A Wwa WEATHER RESISTIVE 15ARRIER M (tLv%l rLEX15LE PVC ISA�R ROID) SIDING TO STUCCO \-WEATWERREOISTIVE BARRIER -2 0 FRAME TO FRAME @ TRANSITION SEALANT WINDOW FRAME WINDOW FLANGE -------------------------------------------------- Y4" G,4f' TYf= J' THICK, 3 COAT CASING E3EAD PLASTER TO WINDOW METAL LATH 4 '4S To G4 IN W'N D T YZ EAD O,U WRIB LAYER 02, FC 5UILDING PAPER WOOD SHEATHINC- WRI5 LAYER 01, STUCCO WRAP Co' WIDE PEEL 4 STICK OVER FLANGE E-Z 5EAD VINYL CASING i 2X FRAMING (W/3/a'FLEX15Lr= PVC 5ACKEIR ROD) MEM5ER APPLY FULL 5ED OF SEALANT BETWEEN 5UILDING FLANGE 4 5UILDING WRAP WRAP -------------------------------------------------------------------------------------------- LEGEND DRAINAGE PLANE (WR5 LAYER #I,STUCCO WRAP) WRIB LAYER 02 (FORTIF15ER IBUILDING PAPER) METAL LATH X—X—X—x STUCCO WOOD 5HEATHING 5ELF-ADHESIVE FLASHING — — — ---"4 A R C N I T I C T 8 6 G r Zm Ign ousl0f.2. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #-. 0003325 Ell IBUDDIV. & W�r. SILVERADO LOT 26 LOT 6 PROJMT# 1 04128.000-02661 MODZU 4EHI3 "2605-HAYDEN GARAGE 9MUM. RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B F-ratNT DATXk 11/08/17 9CALJb 1/4"=V-0" a %.WA CUT HOUSEWR+ AT 48' ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW - OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I INSTALL 6' SELF-ADHE FLASHING C NAILING FL. JAMBS EXTEND FL I' BELOW S FLEXIBLE DO NOT SE FIN TEMPORARILY FOLD -UP 4 SEC HOUSEWRAP (O TUCK FLAP UND at HEAD FOLD HOUSEW IN AT JAMBS 4 SLOPE SILL R INSTALL 6' SELF -ADHERING FLASHING OVER VINYL HEAD FLASHING (WITH END DAMS) NAILING FLANGE EXTEND _ SELF -ADHERING FLASHING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP STEP "7 MIN ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TH FLASHING AT THE FOLD DOWJ DIAGC ACRO WINDO >PPLY 46' NOM. ,ONTINUOUS BE, �F SEALANT AT IAMBS AND HE+ tPPLY TO BACI JINDOW NAILING 'LANGE IN LINE 'lam -PUNCHED 4OLES OR SLOI I11DE ADHESIVE - =XIBLE FLASHING ,vER DRIP CAP 'ECTO-WRAP EoUIV) WINDOW FLASHING INSTALLATION DETAILS O1� ( FULL WRAP) SCALE: NT5 STEP J INSTALL PLUMB,I AND SC& MANUFAC WRITTEN INSTRUCI APPLY MEMBRANE FLASHING " OVER JOINT NOTE: I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CCNSTRUCTION. 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 FOLLOWINGS COMPLETION OF EXTERIOR RETROFIT WORK I i NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH A R C R I T E Q T S 6 „Design -PH: 407-774-6040778 FAX: 407-774.8 www.abdesigngroup.com AA #: 0003328 W Z h v 0 a h 0 F C J u qumm a. roT SILVERADO LOT 26 LOT 6 Pmoj=T* 04128.000-02661 HODEZ& 4EHB "2605—HAYDEN" GA %Aan BwDra: RIGHT PAOB: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENINGS ARCHTECT STATE OF FLORA NOTE; SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT o F-DATMO11/08/17 1/4"=1'-0" ' A5 1 1 I I I 1 --- -- _- - ----;% ---�' , 2x6 SUB-BANb --------------------- ------ - - %"-W/I'x4' NOTCH g END, WRAPPED IN PEEL 4 STICK " DRIP EDGE I\\ 1 \ METAL FASCIA WRAP - - - -✓8" 1/8' TEXTURED I \ FINISH tv WOOD I \\ 1/2' TEXTURED /1 \ q FINISH 6 CMU / \\ METAL FASCIA \\ 2x6 sue SAND WRAP Ya" FROM \ STUCCO, I' FROM \ ----- - WOOD WALL \ EXTERIOR WALL (FRAME OR CMU) \\ \\\ NOTE NOTCH FOR 2X(o \\ \\ SUB BAND ONLY ROOF KICK OUT REMOVED \\\ \\ FOR CLARITY \\ \ ROOF DECK (BEYOND) EDGE, 1' OFF WALL T r NOT INTO STUCCO) ®ELEVATIQN ®�LaN A — ii/8" TEXTURED FINISH 6 / WOOD, 1/2' TEXTURED FINISH s CMU 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 s WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS Co'-8' O.G. MAX. 2x SUB -BAND W/Ik'x4' NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH + CMU METAL LATH WR5 LAYER 9, STUCCO WRAP(FRAME ONLY) WRS LAYER -2, FORTIF15ER ESUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL ® WALL x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU x x x x x x x x x x x x x x x x x x x x x x x x x x WALL KICK -OUT FLASHING x x x x x x x x x x x FELT PAPER x x x x x x x x x x x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT x x x x x ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN- Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ' ROOF EDGE OMITTED FOR SUB BAND DETAIL (6) WALL CLARITY W/KICK—OUT ARCNITECTi GDes�n rou Inc. +� LONOWOOD, FL 32760 �• PH: 407-774-6078 FAX 407-774-4078 wwwZbdeslgngroup.com AA #: 0003325 w k y v w 0 a y c F A i 4 0 0 I eum a LOT SILVERADO LOT 26 LOT 6 PROJECT# 04128.000-02661 MODZU 4EHB "2605—HAYDEN" GARAGE BVINOt RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B ARCHRECT: STATE OF FLOFOA DAM 11/08/17 BCALE: 1/4"=l'-0" e VV A6