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HomeMy WebLinkAbout6836 Wagon Trail St99 1751-4ENB-NEUVILLE 9 9 CITY OF ZEPHYRHILLS PLANS EXAMINER ALL'14VORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES HOMES ALL VV "RK SHALL COMPLY WITH PREVAILI CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES 12602 TELECOM DRIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax- (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL, 6TH EDITION (2017) *FLORIDA FIRE PREVENTION CODE 6TH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION :NATIONAL AHV. ABOVE MFR MANUFACTURER A/C AIR CONDITIONING MIN MINIMUM A T. ALTERNATEADJ. ADUSTABLE M.T. MEIALTHRESHOLD ED AMP. AMPERAGE MILD. METAL DATE DESCRIPTION ARCHITECTURAL SHEET DESCRIPTION DR HORTON HOMES LOCAL AND STATE CODES BD. CL BOARD CENTERLINE N.T.S. NOT TO SCALE O.C. ON CENTER PG CI -COVER SHEET 12602 TELECOM DRIVE •OCCUPANCY - R&SIDSNIUL GROUP R3 Cam. cLa CABINET ceawc PL PUSHBUTON P.B. PUSHBUTTON PG AG2ND—GENERALNN 3 p TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813 740-9715 •CONSTRUCTION W'E - VB •NDI. INTERIOR FINISH - CLASS B .BAslc WIND SPED- v1)N=1so MPH Vasa=11611PH •IOU'OSURS - B CI.a c�+C. CPT. CT. D. DBL D. DI M. CLEAR CONCRETE CARPET CERAMIC TIE DRYER DOUBLE DUAL GLAZED DIAMETER PH PHONE PLT. PLATE PLYWD. PLYWOOD PR PAIR P.T. PRESSURETREATED R. RISER RRADIUS R.A.G.A. RETURN AIR GRILL �A G El- CT CAL PLAN PG Pl-PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LASTING aI-STORY RESIDENCE - •2-STORY RESIDENCE - VAX. HEIGHT AS PER LOCAL AND STATE CODES . DIM. D DP. DR. DIMENSION DEseosAL DEEP DOOR REF. REFRIGERATOR RM. ROUM R.Q ROUGH OPENING S.C. SOLIDCOREEXTDR PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: D.S. D.W. EA. DETAIL POVf DISHWASHER EACH S.H. SMOKEECTOR HUNGG SLIT. SHEET SHTHG. SHEATHING PG WA6-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS SQ.FT. CALL. S LNM nsi ea. FT. ROLAND A. ABOUCHACRA ELEV. ELEVATION SHWR. SHOWER �. EQUAL Sim SIMILAR AR No. 93723 &ARAdE 426 ea. FT. E47RY ELEVATION ,D, 36 ea. FT. EXT. F.GIFX. F.G. EXTERIOR FIXED GLASS FUEL GAS SL. GL SLIDING GLASS STD. STANDARD SWS SHEAR WALL A.B. DESIGN GROUP, INC. 707A. ELEVATION V 2213 ea. FT. PM. FLR. FINISH FLOOR SECTION TEMP. TEMPEREDGLASS 1441 NORTH RONALD REAGAN BLVD. S"PATIO 50 Sa FT. FRUDR FRENCH000R To. TOP OF CURB LONGWOOD, FLORIDA 32750 FTG GA, FOOTING GAUGE T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB Tel: (407) 774-6078 GAR. DISP. G.F.L GARBAGE DISPOSAL GROUND TYP. TYPICAL U.N.O. UNLESS NOTED Fax: (407) 774-4078 GL. GYP. BA -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD OTHERWISEPRO V.P. VAPOR PROF W. WASHER STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SI AA -DETAILS H.B. HOSE BIB W/ WITH H.C. HOLLOW CORE WD. WOOD HEADER HGT. OR HT HEIGHT W/DHW WATER HEATER DRAINING / CONTRACT DOCUMENT REVIEWBY BURDER INS LAY. LUM. M.C. INSULATION IOR LAVATORY LUMINOUS MEDICINE CABINET W.I. WROUGHT IRON PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S THE BUDDER ASSUMES ALL LIABU.ITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) AM UNCLEAR ND AIN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD TBIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PG S3-FRAMING-FRAMLNGNG PLAN PG SSAA-DETAILS PG S3.113-DETAIIS PG SNl-DETAILS PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR ]NFORMATIONj_TO THE ARCHITECT OR ENGINEBR FOR CLARIPI TlON. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RSSPONSIBUXrY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-0078 FAX: 407-774-4078 www.aEdes4pWoup.com L AA A: 0003325 , 9111111 amm swan►. as Loan SILVERADO LOT #10 BLK. #11 PIROJ=0TAI 04128.002-10111 MOD21W 4ENB "1751- NEUVILLE" GARAOR SWUM: RIGHT PAGE': COVER SHEET 150 MPH EXP. B aA �' 10/23/18 sCAxjL- 1/4"=1'—O" s143IDIIT C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPUANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) ft EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7.10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR BTH EDITION (2017) UNO. 2. 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 WINDBORNE 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. 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 WALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEERSHALL NOTBERESPONBIBLE FOR THESAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMLAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGEDOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1:OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTOA ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALLBE EQUIPPED WITH SOUD WOOD DOORS NOT LESS THAN 13/B INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13B INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.28 GAGE (0.481"SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.8 & TABLE R3028: THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAW% -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. SnWORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 5. ALL BACKFEL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN S' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. 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, CTTY,AND COUNTY BUILDINGAND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." T� 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES(TPI-2002) E. APA- THEENGINEEREDWOODASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MNIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALLCOMPLY WITH CHAPTER & WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24'AND THE MINIMUM AREA SHALL BE 8 FT .SQ. PLL MMING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903, 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 P26D3.2. EXTERIOR WALL COVERMOS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINIQBEM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, gib' 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, 12" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a 3. LATH & ACCESORIES PER ASTM-C-1D63.1IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 - 1 1A AND R703.7. mORY OY'PMUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407.7744078 www.abdesW%roup.mm AA 8: 0003325 amnr ava0><v. ae Lozs SILVERAD0 LOT #10 BLK. #11 [PItOJECT 0 2-1 1 MODSMA 4ENB "1751-NEUVILLE" GA tAGN awMO: RIGHT PAO)Q: GENERAL NOTES 150 MPH EXP. B ROLAiC A ABOL ARM YC4 J DwT 10/23/18 scAI.E. 1/4"=1*-O" a swr GN ' 1 i O � p - - - - - - i 0II Io �1 - Mo • 11 �R • o ;1, . �.., - e I - - - . t1' - r 0 - - '_ ■ III■I� = FLOOR PLAN SCALE: 1/4' . I'-0' EXTERIOR MA&0t�I2Y SQ.FT. CALL. S WALL 61112. HEIGHTS LIVING 1T51 &Q. FT. ® GARAGE 426 SQ. FT. 8'-&' BW- ENTRY ELEVATION 'D' 36 86L FT. TOTAL ELEVATION 'D' 2213 8Q. FT. 8r'08 PATIO 80 8Q. FT. ODWOMWAND CIA MMDLOADIII MMCMDOFOMIEFOR/M MOIMTL smw POO" MENOT" MM'NMDd1� 16MIIM MIN. WINDOW 10 S 24/-33 CRITERIA EXTERIOR SWING WI S 24/-31 R DMIN. CRITERIA 1 8,6D. MIN. 41 & 23/-29 CRITERIA 16010 OJ4D. ICI S 20,41-22.1 BASIC RIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT. -II, EXP.-B, MEAN ROOF HT. - 13'-0" PRESSURES HAVE BEEN MODIl4ED PER SECTION R301.2.1 OF THE FBCR GM ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL RIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 001111 LDATEw" C TOP PLATE 9 BAR DETAIL VARIES ARCH DTL. B SCALE, VI . I'-C' NOTE, -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH BITE PLAN. -OTHER OP'ENMG6 BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR& NOT LESS THAN 13W (33 MM) IN THICKNE66, 60LID OR HONEYCOMB -CORE STEEL DOORS, NOT LE86 THAN 1 31W (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOOR&. IS N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwAbdoeWngroupcom AA 11: 0003325 stnmly 81 IAT: SILVERADO LOT #10 BLK. #11 PLROJ/ICTI11I 04128,002-10111 MODU . 4ENB "1751- NEUVIU,E" GARAQE 8WXK0: RIGHT PAGIE: FLOOR PLAN 150 MPH EXP. B CT RINT DA,M 10/23/18 sCAtAl I/4"=I'-0" amtm "P Al RFAOFATTIC = 2m SQ. FT. NETFREE VENTILATION AREA RF.QIARED 1/3m REWREDVENnIATION AREA . 2M13W • 731 INTIIATION ARFAASQ. INCHES PER FT.(144) 3052.645Q. IN. MN. REDy1REOVENRIATION 5X 1D52A3 IN UPPER PORTION OF ATTIC arcm SCL IN. PYPON OFF RM01 VENTIIATION AREA = 113 SQ. IN. PER VENT LVI2)24 OR ,�./-19'-0' MDG. 1-13T. sm"/115 EQUIVALENT --------------- TAI.YDFVENT5REQtM . 45M AL6OF VENTS PROVIDED 5 SHINGLE •ARFAOFATTIC IS DE PERIMiFR OFTHE HOusE, MTHE OVEWNNO ROOF v ExreRRXI OFWALLro OFF RIDGE VENT EXTE1C01t OF WM4 NO OVFRWWCfiiNC1.WED 12 b� 4,12 q � Fb 12 �� _ —rtb b' RAISED M.� PITCH i5".N / i—WAC.W LIGWT - - � ■■ '' ICI I_�i Imo; ice) � � �� ❑� TI'� ■ ■■ ■ ., ill Ili � ■ ■ ■ 0'-0' PIN. PLR. FRONT ELEVATION REAR ELEVATION SCALE, 11-0' D F I E, /4 • V-0 TEXTURED Maw NOTE, UALL FENESTRATION FLASHING AS PER PCCR R103A EW OFF RIDGE VENT OFF RIDGE ~ LEFT ELEVATION SCALM 4.1-0 TEXTUREDF OFF RIDGE VENT OFF RIDGE VENT - o0'-9F1N PLR. FM aE:'v N ----------- ---------- N--------------- N------- RIGHT ELEVATION SCALE, 1/4 • I'-0' TEXTURED FINISH - 00' ® FIN. FLR. ------------�\ I RAISED I DAND RAISED-,-,N N I\ I'-4' / A LOUVER DETAIL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748079 FAX: 407-7744078 wwwAbdesigngmup.com AA N: 0003326 amm, sysDty T: a6 TA SILVERADO LOT #10 BLK. #11 PRojwT/ 04 2 — 11 MODSL• 4ENB "1751— NEUVILLE" RIGHT PACs: ELEVATION "D" 150 MPH EXP. B U 7 ►r Dw 10/23/18 sCALs: 1/4"=1'-0" s8ssT A2D ELECTRICAL LEGEND SYK DESCRIPTION 44 eTANDAIRD SMTCN �' -WAY SWITCH q� -WAY SWTCH IM7•ER SWrtCH HB BUTTON rril ISCONNECT i 14ERMCSIAT _e CEPTACLE (U6v/20-AMP LE) X RECEPTACLE X RECEPTACLE (EOWPFW 3'D FAULT R/TAMPER NEG16TANTEX r'eD.,T"ll OUTLET (HALF CP OUTLET O UITCH) (GROUNO FAULT EX R:CEP'TACLE VXT2RUWIATERFftOOFAPl RECEPTACLE (FLOOR ACLE (4 MITE 1-o L M101NTED L047 "INS MOUNTED Lk414T L*W OOD LIGHT GCONC'Ei PRE -WIRE FAN UUTH LIGMT (1 CP1 MM SQ PTJ am BULB LIGHT FDAURE a688 BULB LIGHT FIXTURE ADD*= BULB LIGHT PDO RE 'TRACK L04TNG TTIC LGNT WTH PILL CHAIN R CABINET LIGHT ® ' PWORE6CENT LIGHT (RECE6600) m 'x4' FLUORESCENT LIGHT (SURFACE k4' FLUORESCENT LIGIR (RECESSED) • O CE86 LKaw CE88 LIGHT (VAPOR PROOF) ILING MOUNTED LIGHT WITH J-BOX CPR. PAN PANELICAL TI ) PAL METER (FEED 1-0 -BOX (WALL MOUNTED) Q -BOX (CEILING MOUNTED) ILING MOUNTED PIN FAN (1 CRM PER Sa FT.) JACK O DETECTOR (CEILING MOUNTED) ® , e OPENER FOR GARAGE N JACK --W PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANG TORE VERIFIED • HOMEOWNER PIE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO BE AMC FAULT PROTECTED PER NEC 210)2(b) • 20 AMP DEDICATED L.AMDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISMUASHER DISCONNECT TO BE LOCKOUT N PANEL • EATMRDOM EXHAUST FAN TO HAVE MN. CAPACITY CF e0 CFM I4TERMTTTENT PER TABLE MD0-IA a FDCR 6rM EDITION [201T) • LAUNDRY ROOM RECEPTACLE SMALL ISE GROUND FAULT CIRCUIT-NTERIA"PTE! PROTECTION FOR PERSONNEL OJPEEDERS) • WIRING METHOD SMALL BE NON METALLIC CABLE AS NEC 20M ARTICLE 3~00(2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE -ALL I ewon SMALL i WI s_r_TM BY Rls ORR AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER PEG. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 201T, 6th EDITION R404.1 ELECTRICAL PLAN SCALE, 1/4' . I'-0' PANEL: A ©mIo IOIm o© Iomo ®IOIo moo.... 00 61v EMU QO© , o0 oQ ®00• - 0110=111111O 00..�O0 ©cloy oo ©Q' Q©Q �0� 8100 0 oolo. 00 E1sIo` 0010 iDOD �50• 0O� II©IOIo oI0 00• moo SEEN! SEEM SEEN r-1--!IIIIIIIIIIIIIIIIIIIII MONOSSON SESSION IEmu m 1f10 m 150 AMP ELECTRICAL RISER NOT TO SCALE. GENlWAL NOTES, A ELECTRICAL MATERIALS AND NSTALLATION& SMALL COMPLY WIT14 ELECTRICAL P411716ISION6 OF THE POCIR ALM EQQUQJjN= LOCAL COOM AND ALL LOCAL PORRR COMPANY REGUIREMlNTS. B. ALL CONDUCTORS SHALL BE TYPE TMNNttMM UMLE66 NOTED OTNlRW6! P•ORBR COMPA "tANBPORMBR PROVIDE 37A0 CU, TW W • V6 CU N 2' CONDUIT OR 3 44/0 AL, TIAN • PM CU N 2' CO"IT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMISNATICN 6E10VI0E 1 17 AMP DISCONNECT SYITCH AND GO/J40 VOLT M ELECTRIC METER N 1 1A SE NEN9A 3R ENCLOVRE PALO M'ICD llunlollwqfma=eERvlc6 I I I ( SERVICE SmaPlocs r NTER6Y8TEM BONDING TMMNAL AT LOW VOLTAGE CON ECTIOM6 PROVIDE ISO AMP, 0"40 VOLT, I PMASE SECONDARY/ I % cu SERVICE GROUND CONNECTED TO ELECTRICAL WWICE. PROVDE 3 M COPPER (CW N CONCRETE ENCASED POOTER STEEL PER I -I*" OLA SCMED" So PVC COMOOT OR PVIDE 3 ELECTRICAL PROVI610N8 OF THE PBfJR 6U1 VAD ALUMIWM (AL) N 2' RODIA SCHEDULII SO PVC EDITION (zoM). CONDUIT UNLESS SERVICE IS PROVDED BY THE ELECTRIC COMPANY. COORDINATE WRM THE ELECTRIC 5Al" DIA X 6 PT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BID. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-7748078 FAX: 407-7744078 www.abdes*ooup.com AA #: 0003325 sumlv. as LAM SILVERA )0 LOT #10 BLK. #11 PROJWT# 04128.002-10111 MODMI A 4ENB "1751-NEUVILLE" GARAGE! 81fDal: RIGHT PAGE': ELECTRICAL PLAN 150 MPH EXP. B r ARCHffW I 1 STATE OF FLORDA DA atNT 10/23/18 8CALIM 1/4"=1•-0" Q?I>QET E1 Fab El m 10'-10' 28'-10' r - - .- - - - - - - - - - - - - - - - - - - - OPT i pPT� ii . I _____ _____ ----------- L'__JL _J I A I • • i LAV. m p ONK I I L--- RANGE t'711 3 wo, SHUR. PAN I a: Ell I N I I I I I KITCHEN 2' V.T.R. SMK W/ r — — — — — 1 ,,, AUTO VENT . 1 I ^ 11/2 2' -- L ----- i I W. I I/Y V .TJ2 r[( Dl�1 ld' 2' WASHER LAV,I TUB LAV 2' 1/2' 1/2' 2 3' I V2' _ WC. 2' LAY. 2'-tl' — _ 3'-6 31'-4' 3' 3' S,UAlt LAV. 3' 3 WC. TO ;o I MAIN 4' PLUMBING RISER I ----------------- PLUMBING PLAN SCALE: V4 . V-V 1441 N. RONALD REAGAN BWD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoeigngroup.com M: 0003325 h Pi b O O C` G siJ>lDIv �e IAT: SILVERADO LOT #10 BLK. #11 PRO"=T# 04128.002-10111 MODRU 4ENB "1751-NEUVILLE" GA AOR 8WD10: RIGHT PAGZ: PLUMBING PLAN 150 MPH EXP. B 31 L 10/23/18-1/4"=1'-0"T P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONBTIRUGTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC AND INSTALLED AS PER FBC 6TH EDITION (20n) MECHANICAL 8LDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA 90A 2-3U 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT CUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FOC 67W EDITION (20n) MEGHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATPORM6 SHALL BE CONSTRUCTED IN ACCORDANCE TO FOG 6TH EDITION (20n) MECHANICAL CODE 603U 1. BATHROOMS CONTAINING BATHTUBS, BHCLERB, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH MC 6TH EDITION (20n) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS &HALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MPG. RECOMMENDATIONS AND PVC 6TH EDITION (20n) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL ISE PROVIDED IUTH BALANCING DAMPERS. IL DRYER 5006TER TO BE A PAWMC 4 DISF BOOSTER FAN OR EQUAL. IIANMC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LNEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIPPUSER — SOLID LINE. SUPPLY TRUNK BROKEN LNEG RETURN TRUNK 1 BALANCING DAMPER OR OW O CEILING EXHAUST FAN CEILING EXHAUST FAN s LIGHT O/A OUTSIDE AIR m THERMOSTAT ® PASS-THRU AIR GRILL Nam ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO CONIC. CONDENSER PLENUM y AIR RETURN W/ (2)-3A6')0' TAPCOVB UNIT ROLL STRAP ORE LWB 8UCTICN AND LIQUID AIR SUPPLY b REFRIGERANT LINES AIR HANDLER---4' 1 EXTERIOR WALL SECURE STRAP TO UNIT W/ (2) CONCRETE SAD s8X1 1/4* 614T. MTL. SCREWS 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY d PVC SLEEVE TO LINES BELOW BLAB CONNECTION TO PAD } REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT NOTE, MAIN COND. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD + 12' FROM 6TRUGTURE N AN APROVED DRAIN, AS PER POOR 6TH EDITION (20n) MECHANICAL BLDG. CODE SECTION -Mn.2A HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG INSIDE CAULK FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 SERIES NICKEL BRA86 TOP P.Vt OPTI/SPEC 14FL00R SLAB CLEAN -OUT (TYP ) COUNTERBUNK CO. PLUG FIN. GRADE OR PAVING SEE SPEC P-8'X6' CONC, FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TY�P.) MECHANICAL PLAN SCALE, 114 . P-0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774807E FAX: 407.774407E www.obdes4ingmup.eom L AA s: 0003326 BIIIIII anm� MO Bumiv. 89 LOT. SILVERADO LOT #10 BLK. #11 PROJMTO 04128.002-10111 MOD= 4ENB "1751-NEUVILLE" 0A3tA0Z 8Wnr0: RIGHT PAGE: MECHANICAL PLAN %J50 MPH EXP. B AFCHrrWT- STATE OF F�Of�A L 111 l A ABOUCFUICRA AR NO 90720 DA 10/23/18 ecwLtc: 1/4"=1 —o" e� M1 2X4 TOP PLATE V21 DRYWALL PRE -FAD TR166 2X4 WOOD STUDS, 424' Or_ STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FUTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. FIN. FLR T <, r (a:)TYP. INT. WALL NON-BRG. D1 SCALE, 3/4'-1'-& PIBERGLASS SHMGLE6 OVER e90 FELT PAPER OR GYNT1 ETIC PRODUCT, INSTALLED PER SECTION R90511 ON I}' O.&AS 6HEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENCiTRUSS, MTL. DRIP EDGE - 2x FASCIA PER I -m TYP. ELEVATION ox VENTED SOFFIT 1/2' THICK 2 COAT PORTLANDJ/ CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLot j v— p/b' GYF'&NI Bt OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'■1'-C' SEE ENERGY CODE FORMS INSULATION R-VALUES I PENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATION STRUCTURAL ix2 P.T. FURRING— STRPS • 24' O:C. b' cm 1/2' GYP. WL. BD. - WOOD BASE — e • 4' n W/ WINDOW OPENING n PIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90b.LI ON �' 0,6D. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS, MTL. DRIP EDGE 2x FASCIA PER ELEVATION VENTED SOFFIT 1/2' T441CK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY :, 0'-0' FIN. FLR 4• B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 4 1- STORY HIP BLOCK WALL (2)OLAYERIUNDERLAYMENT SYSTEM 1 SCALE. 3i4'0-90' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6'151 on am Llel 26 GAS LINE THRU BLACK FIBERGLASS SHINGLES OVER e90 FELT PAPER OR SYNTHETIC PI9ODUCT, INSTALLED PER SECTION R90bUU ON a, Come. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE I'-m' TYR MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG, GABLE TRUSS, WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS In* THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V2'TAM 20"?- 'ORLL.AlO cMNT PLAMM APPLM core L'f TO MAMW APPIRMAL ain 3 GARAGE DOOR JAMBS D1 SCALE:11/2'el'-0' D To !LL rm 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER e30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90bU.1 ON J' O.SU6. STIFFBACK AT ALL UPRKsNTS, 6HEATHING OR CDX PER STRUCTURAL DETAILS PLYWOOD SE D PER I,-& FASTENER SCHEDULE PRE -ENS LLD. TRUSS TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER PER ELEVATION ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TIM" INSULATION R-VALUES PER ELEVATION VEEP SCREED \ 1-1614 STRENG7�� BOARD 2x P.T. SECURED PER STRUCTURAL DETAILS .. e' cra a m 4 ' 4 n W/ WINDOW OPENING INSULATION LTAPPLIED CEMENT DTO MASONRY WINDOW ATTACMENT AS PER / MANN FACTURE& SPECIFICATIONS STRUCTURAL 4x2 P.T. FURRING STRIPS a 24. O.C. 1/2' GYP. WL. BD. . C WOOD BASE 0'-0' FIN. FLR 4 -.. . B TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL D 1 SCALE, 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 92T50 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA $: 0003325 8 b 0 0 E; >lt1211DIY. & IAT2 SILVERADO LOT #10 BLK #11 PRCMMT# 4 0 -10 1 MODZU 4ENB "1751-NEUVILLE" GA2t"N sr►n'M- RIGHT PAGM DETAILS 150 MPH EXP. B ARCH nEcrr: OF VrAXE A ASOUCI1AM AR NO 9372E DATM 10/23/18 1 cALB:1/4"=1'-0" D1 A -BOLTS 4' WIMOMEW MN BVIDLY PROM FLOOR TO 17�saaE;!'a�LiEl��O MINI V v I® 2X6 GARAGE DOOR MUCK W/ (6) ® JOS* A-DM76 4' 01090t W MN RW 210 WA6419R AND MR SPACED NVMY FROM FLOOR TO GARAGE DOOR HOR N JONT6 PRIOR TO FILL61h 1-2X6 PT BLOCK a CJ64TMR OF ® DOOR HM401111% W/(UrPol J-BOLT6 4' 011000MINT WI YXYXi'WASMR AND NUT. m6j6" . 1® 66TALLATION NSTWICTICN6 0GRRE 6 AM MORE 6TRINSIM GARAGE DOOR 1 BUCK ATTACHMENT GNU LA I'X4' OR 1'X2' P.T. NAILER IX4 P.T. OR %-A4' MIN. SECURE THIR4J FRAME 4 EXTEND I A4 INTO BLOCK ElW/ V&' TAPCONS MIN. SHANK SIZE .10 MIN. HEAD BIZ£ me MIN. EMBEDMENT 144' WITHIN 8' OF EACH END 4 b' OZ. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, &HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED YV ) DOOR JAMB TO BLACK +3/4 OR +5/4 K + 4 OR + 4 A SCALE, N.T.S. 2X4m SECURE TO BLOCK U,V 4J(e' TAPCONS (MIN. SWANK SIZE 145 MIN. 1 EAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X It' DG MAX SPACING. MUST BE ON OUTBID£ 4 2>0m SECURED THROUGH SECURETO BLOCK WR-i(e' NON-STRUCTURAL i(s' MIN. SHANK SIZE J45 EMBED NT 1 T MIN. HEAD 61ZE 300 CHU EMBEDMENT INTO BLOCK MIN. EMBEDMENT I Y4') DRYWALL R WITHIN 8' OF EACH END 4 b' O.C. MAX SPACING.�f4IX4' OR IW' P.T. NAILER 2Xa® 11 SECURE TO BLOCK W/2-4J(s' y(s' O$JS. X 4' MIN (MRTAPSW B DOOR (MIN. SHANK SIZE .H5 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1),,) ATTACH TO 2X PER IWTHIN 8' OF EACH END 4 b' OG. MAX BPACMG.A MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BIDCK +1-15S (In1 1FD4DOlr TD BIJ)CK +1-15/ e " SCALE, IlLT.6. 2X4® SECURE 80 BLOCK W1 V*' TAP(MIN. SHAW SIZE .145 MIN. MEAD SIZE 300 MIN. EMBEDMENT 1),V) WITHIN 8' OF EACH END 4 � STRUCTURAL iX 18' O.G. MAX BPACB4G. MUST BE ON OUTSIDE 4 SECURED THROUGH SECm NON-NONVTA BLOCK W/2-j(r'TAPGON MIN. 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 •GNU MIN. EMBEDMENT 1 Y4') ' DRYWALL WITHIN 6' OF EACH END 4 b' O,C. MAX SPACING. 'X4. OR 170' P.T. NAILER 2X8� BLOCK Uu2-%' SEAS STO (MIN. DOOR' SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER b' O.C. MAX SPACING MANUFACTURES DETAILS. wore. 4•a, r,aseso tows Are n,o •er e,®r� DOOR JAMB TO BLACK +3" TTBIDOII TO BLOC +3" " SCALE, N.TB. 2X4m 2X4,m 2X4,m SECURE TO BLOCK Wl SECURE TO BLOCK W/ SECURE TO BLOCK W/ V APO OR .lc SIZE .w5 (MIN. SIZE .I45 (HIM SHIAW SIZE J45 MIN. HEAD SIZE 300 MN. HEASWAND MN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) MIN. EMBEDMENT IV) MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X WITHIN 8' OF EACH END 4 b" 04. MAX 8PACNG. WITHIN 8' OF EAC44 END 4 NOTE, STRUCTURAL 2X b' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 IW O.C. MAX SPACING. MUST BE ON OUTRIDE 4 2X6m SECURED THROUCxW 2X6:m 2Xbm SECURED THROUGH SECURE TO BLOCK W12-IV NON-STRUCTURAL SECURE TO BLOCK W/2- SECURE TO BLOCK Un-%' NON-STRUCTURAL j(e' TAFCONB(MIK SHANK 61ZE TAPCON MIN. I-Y4 TAPCONB(MK SHANK SIZE TAPC" TAPCON MR I-Y4 w 5' EMBEDMENT INTO BLOCK (MIN. SWANK SIZE J4& EMIDEDMIENT INTO BLOCK MIN HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) MIR HEAD SIZE 300 MIN. EMBEDMENT I Yi) MR EMBEDMENT I Y4') WITHIN S' OF EACH END 4 6' CMU WITHIN 8' OF EACH END 4 b' O.G. MAX SPACING 8' CMMI WITHIN 6' OF EACH END 4 8' Gl'lJ %i' DRYWALL b' O.C. MAX SPACING. 2X6,® )S' DRYWALL 1 X4' OR Ihd' P.T. NAILER )S' DRYWALL PX4' OR I'X2' P.T. NAILER b' OC MAX SPACMCi 2k84an t'X4' OR PX2' P.T. NAILER SECURE TO BLOCK W!J-9(s' 2ND 2X SECURE TO 2Xg ® SECURE TO BLOOK WR-IU(s' a OOR CA6MG SEA BLOGC W/2-ifs' CASING TAPCONS(MIN. SWANK SIZE STRUCTURAL MEMBER W/(2Md WITHIN 8' OF EACH (MIN. SWANK 812E J45 (MIN. SWANK SIZE 1411 1A MIN. HEAD 812E 300 END 4 6' TO 8' OZ. MAX MIN. HEAD SIZE 300 4 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I YV) OOR CASING MIN. EMBEDMENT 1 Y4) TTACH TO 2X PER MIN. EMBEDMENT 1 Y4) TTAC I TO 2X PER WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 MANUFACTURES DETAILS, WITHIN 6' OF EACH END 4 MANUFACTURES DETAILS. b' O.C. MAX SPACING. ATTACH TO 2k PER b' O.C. MAX SPACING IS'Or_ MAX SPACING MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1/2" DOOR JAMB TO BLACK +2 4' DOOR JAMB TO BLOCK +3' u N w TO BILJCK +1-1/ " f W BLOCK +2 4" P•1 TO BL40CK +3" 2X4m SECURE TO BLOCK 1W TAPCCNS(MM. SWANK 812E 10 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 NOTE. STRUCTURAL 2X WITHIN 6' OF EACH END 4 MUST BE ON OUTSIDE 4 b' OG. MAX SPACING. SECURED T44R W 2X6,m NON-BTRUGTURAL SECURE TO BLOCK WII-1/4' TAPCON MIN. I-Y4 TAPC40 MIR SHANK SIZE EMBEDMENT INTO BLOCK. 145 MIN. HEAD 61ZE 300 S' GI'MI MIN. EMBEDMENT 1 Y4') • DRYLL6441 WITHIN 8' OF EACH END 4 b' O.C. MAX SPACING. a 'X4' OR 17Q' P.T. NAILER 2XBsm SECURE TO BLOCK UYI-1/4' Y6' O$D. X 4' MIN. TAPCONS (MIN SWANK SIZE .145 POOR CASING MIN. 4EAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN &' OF EACH END 4 ATTACH TO 2X PER b' Or- MAX SPACING. MANUFACTURES DETAILS. Itl14 MM M•ip to P"M AMe/ reo wor C®r, DOOR JAI® TO BI=K +3-7/18" G+ lPam EllQCK +3-7 S" 2X4= SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') B' EN EACH D 4 NOTE, STRIJGTURAL 2XWITHIN b' O.C. MAX BPACMG. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK UYI-V4' NON-STRUCTURAL alb' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8' CMU WITHIN W OF EACH END 4 ) ' DRYWALL b' O.C. MAX SPACING. a I'X4' OR I'X2' P.T. NAILER 2X6cw SECURE TO BLOCK WA 1/4' ' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK 61ZE J45 MM. HEAD SIZE 3" MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAC 4 TO 2X PER 18' O,C. MAX SPACING MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ye) DOOR JAMB TO BLOCK +3 3/4" H R + 3/4 ' 1441 N. RONALD REAGAN BLW. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesW*roup.eom AA N: 0003325 01 1 I A [Pnon=Tfp [rflDlV. M aSILVERADO LOT #10 BLK. #11 04128.002-10111 MILODE1a 4ENB "1751-NEUVILLE"Ii GwlewGa aWnrGM RIGHT PAGE: DETAILS %150 MPH EXP. B AROMEar- STATE OF FLOriDA iABOUCHACP PDnzrrr w10/23/18 llCA=: 1/4"=1'-O" s113= D2 PRODUCT APPROVAL LISTING EXPIRATION DATE FL 1732S.12 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2018 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL 1S217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL 18240.2 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2029 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR IV31/2016 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.1 JAMB HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2018 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2018 FL 7006.4 KO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM V W W W.FLORIDABUILDING.ORG CONTROL DATE:10/04/2018 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdes4ftmup.com AA N: 0003325 [a. 0 O a BvaDiv. as LOTt SILVERADO LOT #10 BLK. #11 PROJMTp 04 .002-10 1 moDEL• 4ENB "1751-NEUVILLE" GARAGE BVUM: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B If ratNT DATM 10/23/18 SCALB:1/4-=f-0- B!lSaT D3 PIRIPORI'ED CONTROL JONT� PLANW OF C04TMM JOSITS TO BE WIRED TIED TO LATH • V O.C. MAX (VERT 1 MCA, DO NOT PA61M CONTROL JONT TO WALL EVEN F $TID EXISTS BEYONDE% D CEPT STAPLES WV SEQSRE�CONTRROLL JOINON UND R *• DURNG INSTALLATION PM704 M TO BB SPAS—, A 1' Or.. MAX VERTICALLY / ► Twm x COAT C@INT WRIS LAYER n. PORTPEEIR BUILDING PAPER APPROVED MCTAL LATH PASTEIED *1' (VERY.)=MAX AT SUPPL40* WPM LAYER h, STUCCO WRAP 11170D SMEATMNG LATH SMALL NOT asi evL BE C414TITUOU6 vTov » vTo.• T1$lOIYiM CONTIROL \ JONTS BUT 814ALL DE STOPPED AND TED AT EACH SIDE. PER AM CIMI P4WOE 7X4 BLODCNG IJVI4 PLACED PLAT NIAX. S' TO M PROM CONTROL JOINT WEN CONTROL JOINT PALLS ON MGM\ \ L PASTENEIRB POW LATH TO ME NAILS OR / i STRUCTURAL 6TUD STAPLES N COMPLIANCE UV ASIM CW63 2. WINE TES TO BE (NIO. IS> Da116' LLTRE / 3. BLOCKINSr SWOON MAY BE N ADDITIC TO WALL STIRS RECU RED PER PLMI / \ OLF0.D NWRD. PLA VA zj:: I OLFOLD MOM PR.A L ORSAN . M.19 L CAAIN • RR.0 AN4RY$IA7OlINfJ OW Ooin- RIL Al$ 7"ft HWAO .ALLY FAVW W OO. I'YX. OL POLE L$1110 0 FT. A L CREAN 0 M. A FOLD 4RY O ® IRRXDWYRp.PLA Laew$.Pi.E L el�Ar . RR. e 4 FOLD R. C ONR FT. $OT1QT FL,AIW� eA 0 .ANON 1LAN°R RYTRRR TIOIIT 4AAL. FOLD. OQ tl(d M. T C@I la RO' I COAT UM LAYER % SNGCO SRffmAm O LY) NaM APPROVED INJILD94 W4P SMALL IN LAPPED A MNMNM CP 4k4' $ELF-ADIER045 RI INIM" 6' W • VERTICAL LAPS (ROLL FLASMNS (CCNrATN" WV NOUN �. ENDS) 4 $' A HORIZONTAL LAP& WRAP MATERIAL) OVER ALL SEAMS NEED TO T�, C- WYNLATH VERTICAL LAP TO ON I' APPROVED HOUSE WRAP. FORTEIER SMATPLAAMNS TO 1.113001 ] eNTO PIP!NOR LESS PIPEPOHOWAI PQITRAtION R.ASMMS (COMPATIBLE W) MOIJSS MATERIAL) OVER 4 A4' $ELP-iD1E1@NS hENmRA E F1.ASMNG OVER APPROVED r MM LAP a MOUSEx— — — —7 CO AND OVERLAP Q! SDE CP "�1\�,__ PETAL LATH I �L -'' R� CUT AND OVERLAP CM SIDE OF SELF-ADMERM Ct�p �1 FIFEfRAIE WRIE LATER It1 it MM 3 COAT CEFIENT am LAYER STEP h STEP � PLASMNb STUCCO WRAP I PLASTER AIIJCCO WRA! METAL LAIN UL,POW / 1 WPM LAYER -2, PO RTFIOER NLAYER 'R.DING PAPER PE7ER WLDIN6 PAPER YL �Wm LAYER nPORtFIBe! B ■WLDMG PAPER / MAL LAIN UW LAYER -L $k$' SELF-ADl90" STUCCO T'ENDRME SELL- R48f OVER HVI 1 $!LF-AWERN9 TIN'DRME INSTALL FASTENERS (CLIPS. R.ASMN6 OAR APPROVED WOOD BREATN816 1 $TRAPS. STAPLES) AS mom SAP. /I ROMPIED TO MAINE P'4 w WRE TO PRM1N6 4k4' SEV-ADRERN6 NET'DRME PLASMNar OVER APPROVED r Mr1 LAN HOUSE ~. LAP �• ovaR FLAM4N6 70 EXTMND ewe) MP! ALL LAP 2 'R LAP Rli' CONT. BEAD OP SEALANT SCALE. I IR el'-o N$TALL APPROVED MOUSEWRAP AIR ® KICKOUT DETAIL m cm cTOP aR I w m RROR � SAIL PLAw+w s I L•OIR 1LA11IARA (4e A� "TRR TMW RNL awe AIR 60upw oG.EQLaw fwTAu 1CIt:KgP �Iatl AT.OTTp1 Q Z; 4 L f111M130Mw NaM 80E LAPS OP METAL PLASTER I AWS SMALL BE SECURED TO PRAMNG TINDER& THEY SMALL IS TED BETWEETJ SUPPORTS WITH 00410-SL (UI-MAP) WPM AT NTEIRVALS NOT MORE THAN S' (228-NMI AS PER ASTM C106S 1JRLL POR REPAIR OP TEAM N WI IS LAYERS, TEARS MAY Bd PATCIED WA40M U2RAP TAPS PER MANIF. SPED OR PEEL 4 STICK "ATMNG PAPER STUCCO . LATH • PARR WOOD SHEATHING OR CM WRS LAYER fl, STUCCO WRAP (FRAME ONLY) 'i' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRIS 4 TAPE OVER RJ OOFayAl I SCREED 5'X9' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. ST011MC COATING OVER $1UC=1 FIN04 (SEE TYP WALL SECTION) SECTION PER SECTION R7�7 BAr.MLNnaRId RIIIYII. Ezfenor use of poNeW oemertpbk shall comply with the appLcwtlon requromams of ASTM C 92G12A. In.W.fion of..W.r Is *V.W ft iq .hall comply wkh ASTM C 1083312k 1=. LEGEND DRAINAGE PLANE (LURE LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING: — — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-S4l-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) Amr,01P 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32700 PH: 407-774,5078 FAX: 407-774-4078 www.ab$AAlgngroup.com AA 5: 0003325 SIR at 64 {{i W Q •iJmm a LOT. SILVERADO LOT #10 BLK. #11 PR0J=T* 04128.002-10111 1[ODZT- 4ENB "1751-NEUVILLE" OARAOL' SV n G: RIGHT PAOr: WALL ASSEMBLY DETAILS 150 MPH EXP. B 8TATE CIF OFFAL CT 2 C A ABOUCHACM M NO MM9 D,&= 10/23/18 BCAIM 1/4"-l'-0" S EN= WA1 BACKER ROD BACKER ROD WRO LAYER 44, Anr�� "PAP INSTALL b' SELF -ADHERING HEMDRANE PLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEAy,uHIC,e OF FLASNNG TO BE, L BOTTOM. 2. SIDES. 3. TOP VENT CAP IS to BE SET IN DIED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND ~-APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ONLALL SIDES.41 CAULKING • JOINT PER SECTION R708.7 Elderla�and�� Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 92612A. Installation of exterior lathing and framing shall comply with ASTM C 1083-12L �- HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIPIDER SUILDING PAPER WOOD SIEATHING © DRYER VENT (FRAME) WOOD SHEATHNG UIRB LAYER 9, STUCCO WRAP UM LAYER e2, FORTIFIBER -METAL LATH S' GMl VINYL CASNG BEAD S' RAISED BAND .. T.�-v 6'WIDE STRIP SELF AD�ESNE FLASNINfi, CLEAN MASONRY 00-OW AFTLYNS Z PL,ASHM STONE VENOM OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER "1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - - BUILDING PAPER) METAL LATH X—X—X—x STUCCO SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT GAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT VENT (BLOCK) BUILDING PAPER OVER 'CIUICK FLASH' PIPE THROUGH WALL X\` 1 6' SELF ADFESIVE- PLASHING (INSTALL PER MANIF. SF'ECSJ BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.S. ELEC. METEI VERIFY LO STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER }' THICK, 3 COAT CEMENT PLASTER Ya' TO )6' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL • ' s - E I . T APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM OGREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIFM PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEU.RAP FOR DOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELCW CUT SUCH TWA NO MEMBRAN ENTERS BOX, APPLY TO PA EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI'. SEALANT Al JOINTS AND INTERSEGTIC WOOD SHEATHING UM LAYER -1. STUCCO UAfAP W05 LAYER 4, FORTIFIBER BUILDMO PAPER METAL LATH FASTEN TO WOOD aflllG71RAL MEMBER • 1. OC. MAX VEEP aCalaaD i' WIDE STRIP SELF ADFBSNE PLASHIIaa, CLEAN MASONRY BNhOlti! APPLYN9 V FNIBN • MASQRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8• WRB LAYER 61, STUCCO WRAP CUT 'A, INTO SELF -ADHERING';' MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER M STEF) #1 STEP #2 WRB LAYER M, STUCCO WRAP STEP #3 APPLY A MIN - CsRADE 'D' FELT OVER SELF -ADHERING PLASHING OVER APROVED HOUSEWRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER el, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. PINISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEW S STEP I*& OELECTRICAL RECEPTACLE 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32780 PH: 407-7744078 FAX: 407-774.4078 www.abdeeWWoup.com AA Y: 0003325 L MEN a a iLTBDI be LOT. SILVERADO LOT #10 BLK. #11 PROD Tm 04128.002-10111 MOD=L: 4ENB "1751-NEUVILLE" GAVLAOZ s111raaG. RIGHT PAOW: WALL ASSEMBLY DETAILS 150 MPH EXP. B PDUIPD A AR N sCALM 1/4"=1'-0" ®rmsT WA2 WOOD SHEATHING WOOD CONSTRUCTION V,* HAT CHI NNI WPA' TYPE 'A' WOOD SHEATHNG WRB LAYER 9 STUCCO WRAP i' THWCK, 3 COAT CEMENT PLASTER WRB LAYER 7, STUCCO WRAP WIB LAYER 02, FORTIFIBER BUILDING PAPER J' THIC R 6' SAP. • TOP OF WEEP SCREW COAT CEMENT TO "ATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN WEB BGRBED 6' SELF-ADFERENG FLASHNG WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW — WRB LAYER 41, STUCCO WRAP — WIND LAYER -2, FORTS BUILDING PAPER — 61BELF-ADHERHING FLASHING WRAPPED • CORNER OF CANTILEVER ,POSITIVE DRAIN WEEP SCREED NO GAP N FIELD —� (SNOW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL. ® CANT. SCALES 1 I!!'"I'-p• NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-641-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION BANNER RESISTIVE 9/ I RESILIENT ------ WEATHER RESISTIVE HAT CHANNEL BARKER n THICK, 3 COAT CEMENT PLASTER S/6' TYPE 'x' DRYWALL METAL LATH W�TEXTIMED 4 PANTED WOOD SHEATHING FIN ISHH i' THICK, 9 COAT CEMENT (2) 2xN HEADER PLASTER (SHOWN FOR CLARIFICATION Or SEPARATE ACCE660RIE6 ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCTTON WEATHER RESISTIVE BARRIER N UEAT1 ER RESISTIVE BARRIER •1 VINYL CASING DEAD i• THICK, 3 COAT CEMENT PLASTER S/6• TYPE 'X' DRYWALL METAL LATH LLVTEXTURED 4 PANTED WOOD SHEATHINIG F6H NI i' THIOC, 3 COAT CEMENT l HEADER/BEAM PLASTER VINYL @D RIP EDGE INSTALLATION EXT. WOOD FRAMED WALL. SUB -FLOOR DECKING PRE-11WAID TRWSS URAT14EM REDA 71 616EM - WEATHER RESISTIVE - BANNER tl i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL THICK, 3 COAT CEPS PLASTER VINYL CORNER DEAD (SHOW F SEPARATE 0 CANTILEVER DRIP EDGE 0 am,00 1A DRAINAGE PLANE (WRB LAYER 61, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO UJUUL? SHEATHINC3 -ADHESIVE FLASHING — — FINISH LAYER (2 LAYER FEEL 4 BTIGU� 6' PEEL 4 STICK DRIF'� EDGE TO DECK I K•XI IJ4 P.T. OR 61MALLATED WOOD (TREX) FILLER CONTkAJOUS WATER PROOFING let' LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM / BALCONY DECK TO —/ CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK Y4 GAP FOR SACKER R ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL W/TEXIURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD —/ 3' X 3' 26 GA OALV. METAL DRIP EDGE BET IN FULL BED OF SEALANT, V MIN. SPACE FROM DRIP PACE TO TREX rY,i GAP FOR BACKER ROD 4 SEALANT VINYL CASNG BEAD WEATHER MR616711A BARRIER 41 WEATHER F E61671VE _--xr_w— LAYERBARRIER 42 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV. METAL DRIP EDGEIN PUED SET LL BOF SEALANT, V MR SPACE FROM DRIP FACE TO TREX VINYL CASINGBEAD WATER PROOFING lot (2 LAYER PEEL 4 STCJeJ WRAPPED FROM BALCONY DECK TO PANTILEVER ' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE6167NOE BARRIER M (SHOWN FOR CLARFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING 7' O.C. MAX. WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER I'2, FORTIFIBER BUILDING PAPER 14A CORNER BEAD ® FRAME 2 1/2' CORNIER BEAD (FASTENER 4 SPACING • "I' O.C.) CMU bl�' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY PN Or ONLY) 14B CORNER BEAD Ca? BLOCK Yi GAP FOR SACKER ROD 4 SEALANT— YAm CASING DEAD WATER PROOFING lot - LAYER (2 LAYER PER 4 STICK) WOOD 0EcATHIN6 WRB LAYER h, STUCCO WRAP SLUM N SHEATHING ATTER RESISTIVE WRRIER 41 A'114EM RESISTIVE 1RRIER 7 SAP. \ FEEL 4 STACK. I JF X 3' 26 GA GALV. METAL DRIP EDGE BET IN RILL BED OF SEALANT, V MR SPACE PROM DRIP FACE TO TREX 001 4 STICK CONTNUOUS Y4' GAP FOR SEALANT OPT. BACKER ROD. - MODIFED 9® 3/4 RESILIENT HAT 04ANNEL S/6' TYPE 'X' DRYWALL WREXTURED 4 PANTED FINISH i' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER Q EXTERIOR COLUMN WRAP. I Y4'x3' 'L' FLA6HNG FULLY EMBEDDED IN ROOF CEMENT OF X 3. 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Jl' MIN. SPACE FROM DRIP WATER PROOFING 4t LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING VINYL CORNER J / (SHOU,N-FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION IV COLUMN (W /"i." FT.ACT-TTN2)I WRB LAYER 02, FORTIFIBER BUILDING PAPER-------,-, METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE WRB LAYI BUILDING: METAL LL i• THICK: PILASTER 6'88LFv FLASHING DRIP G' WINDOW. 15B CASING BEAD ® WINDOW (FRAME, NO BAND) WOOD SHEATHING 1 WRB LAYER 01, I STUCCO WRAP i WRB LAYER o2, FORTIFIBER BUILDING PAPER ' METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) • 1441 N. RONALD REAGA N BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeskingroup.com AA M: 0003325 b mow.. w W TL 0 x Nrsransv ae LOT: SILVERADO LOT #10 BLK. #11 pnoj=TAN 04128.002-10111 MODZLa 4ENB "1751—NEUVILLE" GARAGR BWDrO: RIGHT PAOr. WALL ASSEMBLY DETAILS %150 MPH EXP. B JA STAPCLA AR NO W7� PRDFT 10/23/18 NlCALIM 1/4"-f—O" B*IZW WA3 WOOD SHEATHING WRD LAYER 01, STUCCO WRAP WRIS LAYER 02, FORTIFIEIER BUILDING PAPER — METAL LATH j' THICJr, 3 COAT CEMENT PLASTER b'SELF-ADHERING ---n FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WNDOW FLANGE VIEW FOR CLARITY) WRB LAYER 01, STUCCO WRAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER WRB LAYER s2, FORTIFIBER IBUILDING PAPER METAL LATH ^ -� THICK, 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING DQIP CAP WINDOW FLANGE CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 44, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD (EXPLODED VIEW FOR CLARITY) Yi GAP TYP CASING BEAD 1X TRIM MEMBER To TRIM Is STUCCO TO SIDING TRANSITION SIDING WOOD SHEATHING WRB LAYER 1*1, STUCCO WRAP STUCCO J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRD LAYER n, FORTIRIDER BUILDNG PAPER WOOD SHEATHING UM LAYER M. STUCCO WRAP CASING BEAD b' SELF-ADHERENG FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASIN�����A (CROSS � TIIIJCTIpJ \ — WOOD &MATNN6 SISTME SAINIMMIlt / fisFM� sro�m \/ ,\♦!I\- INkAwna PLASWYwEATwm RE"IrIVE mAjotm STARTERSTT Ul6rNE BAPERM ry PLAGWINS OALV'D METAL METAL Z' R.ASNAJD •z• n.AewM+d Lrsmx&I x 7;l11T Mm .T ER ALLKINS OR Arr P WAC SEALANT SIDING TO STUCCO ® BLOCK TO FRAME ,�� TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2B LBS, PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CowSTRua M BEYOND WOOD S MATWNS— WRB LAYER 02, FORTIP15ER jbAAJe6v' BUILDING PAPER -ADI10106 METAL LATH STARrERSTtIr— J" THICK, 3 COAT CEMENT PLASTER CASING BEAD @ RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' =1'-0' SEALANT WINL 2X FRAMING MEMBER i RESISTIVE BAINNER DARRR:R O TO LAP .�Tor OF•F ' I IlsISTIVE I uEMSISTIVE ' K LLL NEr ol E-z ZA12 V&niwvg rIW9i'FLWleAaaR RODSWAeAIeM"'�'MER FROB"T "8A6AIeWl1"MSTw (RODE' ) SIDING TO STUCCO \-wA'rmPtm olr" ® FRAME TO FRAME eAleaeR TRANSITION J' THICK 3 COAT CEMENT PLASTER METAL LATH a. . WRB LAYER 02, FORTIFBER BUILDING PAPER E-Z BEAD VINYL CASING fW/36' FLEXIBLE PvC BACKER ROD) WRB LAYER$, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY & GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT To WINDOW METAL LATH 'i WRB LAYER 02, FORTIFIBER I BUILDING PAPER i WINDOW FRAME i WOOD SHEATHING i .. I I UJRB LAYER 01, STUCCO WRAP I!� b' WIDE PEEL 4 STICK I OVER FLANGE WINDOW FLANGE 2X FRAMING E-ZBEAD VINYL CASING j (W/%' FLEXIBLE PVC BACKER ROD) J MEMBER -APPLY FULL BED OF SEALANT BETUJEEN 1 FLANGE 4 BUILDING WRAP BUILDING UJRAP ------ -----------------------------------------------------------------------------------------; ( E BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — • — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 wwwAbdoslgngroup.com AA M: 0003325 8 b c a aysn;<v a. LoT. SILVERADO LOT #10 BLK- #11 PROJECT# 04128.002-10111 1tODEL 4ENB "1751—NEUVILLE" OARAOE OWING - RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B ARCMTECT= OURADAR NO 00723 DA 10/23/18 SCALE: 1/4"=1'-0" SKET E WA4 NITALL V — OW-AWIIRM NAILN6 PLAPL*a .UV'IM mXnM R A04NM MN I. Mum SILL PLSNUII.t PLASMIWO, DO NOR UAL 00"01 —� PN STEP 6 *I. 9'lOR&MLY — am -UP 4 sac" OIUIe~ (CXt WICK PLAP UC-M I. MEAD POLD N AT eLOPe su w. To Toaelelole —� STEP 2 MULL VWn C:Ar STEP 7 ALION M.A&*4 w NT. spot CP stL MO. MECMANCALLY Wcs. ecAr NoUA, OTAPUW INSTALL DIPCW A " t= AOM E" DCO" PLASH ViR DRIP CAP Now) r WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS R Ws Rs: CONTACTOIUs IIESPO OMILTY TO VLIMY us CA'IrATMIT'r OF ALL FllODUGTs NCLI M WCUI 1LMA* NALARs C sw-A *VNNs PLASNNO MATMA' 6 MD VL"" COWTILCTWN . INSTALL ALL MATB11ALs FM M~AGTLVNM w rm sRCWNOATIOPM QALANTs MAY MACT 4DNItl6Y s NOT A11oLl. AND DEAL JAMB TO DILL JOINTS MTN DOW IPA FOLLOWING COMIPLETION OF EXTERIOR RETROFIT WORK era€ REPAIR ac4am Sworn DHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER NTMAION BELOW THE WINDOW OPENING —W SEAL NTmmo t PERIhlTER OF WI.COW WITH LANr 1441 N. RONALD REAGAHJIBLVD.LONGWOOD, FL 3275PH: 407-7748078 FAX: 407-7744078 www.abdesWngmup.00 AA M: 0003325 �o avRiv. a< IAT: SILVERADO LOT #10 BLK. #11 PROJWTTP 04128.002-10111 IWDaLa 4ENB "1751-NEUVILLE" OARAas D WrING: RIGHT PADS: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B L 00 mmom"\ Dw 10/23/16 aCALIM 1/4"=1'-0" sign T WA5 2x6 SUB-BANb W/1'x4' NOTCH a END, WRAPPED IN PEEL i STICK DRIP EDGE P METAL PABGIA WRAP I� 1/8' TEXTURED I FINISH * WOOD I 2x6 Ms HAND 1/2' TEXTURED FINISH ® CMU METAL FASCIA \� WRAP Ye' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \\� NOTE: NOTCH FOR 2X6 �\ SUB BAND ONLY ®ELEVATION ©PL,4N 8 ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) P EDGE, I' OFF WALL T INTO STUCCO) �—' 1/8' TEXTURED FINISH w / WOOD, 1/2' TEXTURED FINISH s CMU '-! 2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL SUB BAND DETAILIA) WALL FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY 3• 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 PRE-ENG'D TRUSS TO BE CUT a 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 WALL LINE TO AVOID CONTACT x x x x x x x x x x x FELT PAPER W/TEXTURED FINISH x x x x x x x x x x wq �..._. ...: ,: 2'x4'x4'-C' xxxxxxxxxx ; . DRIP EDGE SCABBED TO TRUSS x x x x x x x x (REFERENCE POINT W/126 NAILS 6'-8' x x x x x ONLY. FOR WALL OFF O. MAX. x SET OF COMPONENTS) 2x SUB -BAND W/V4'x4' ,. NOTCH BEND , - ; ...:...:.. METAL FLASHING, WRAPPED 4EDCsEVE BOTTOM OF MIN. t ,y- DRIP 2x SUB -BAND METAL FASCIA WRAP W/U4'x4' NOTCH . END, WRAPPED IN PEEL 4 STICK ®FLAN DRIP EDGE EXTERIOR WALL •ROOF CEMENT • (FRAME OR CMU) ROOF EDGE T. OMITTED FOR SUB BAND DETAIL ® WALL CLARITY Wf KICK- OUT 1441 N. RONALD REAGAN _VD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdeslgngroup.com AA S: 0003325 8 ml FBLK.4 1e LOT RADO #10 #11 p 041 .002-0 11 MODZU 4ENB "1751-NEUVILLE" OARAOa 8VnN0: RIGHT PACE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B A ABou"cm 1 D TM 10/23/18 8CALM 1/4"=1'-0" atom" WA6 39'-W 29'4r I TE-1 1 4" CONC. 1 q SLAB *31/2 0w — — — — — — — — — — — — FM-12X18 — — —— EXTEND SLAB 1 1/2" 1 0 8'•2' 5'48" 10'4" 13'-4" 4" .1 1 I- I ' N I T$T — OF I �I SLAB I I � N 1 LL I 1 I' 21'-0" 1 S*_w 1 .1 Q, 4" PVC CHASE 19'•4" 20-1- I • 1m X TE-1 J LL I I 5 12 • XTEND M ` SLAB 1 1/2" • 1 1 1 5 3'40" O 1 I EXTEND w FM-12XIS SLAB 1 12" O CONC. )4" SLAB uol a l I Itj 2 I 4" 4„ 31"4:31,2"1. LLI I 2 *71/2 1 FM-12X18 J MC-12X18 FM-12Xi8 FMC-12 — — — — — — M -12 X 12 — — — — 4 4 � 1. 8'-10, 4'-W '-4' 4'-0" 2 '-4" 18'-0" 8'-8" 19'4r 39'-8" FOUNDATION PLAN SCALE: 1/4" - V-0" 4" CONC. SLAB TOP OF SLAB in N FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-01-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-9-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE IQ" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES NTH ARCHITECTURAL DRAWINGS. S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW (DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. i 1.F]NDICATED #5 BAR, GNOICATES #6 BAR, EDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #8 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SRE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,OOOPSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE 05'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: Pm= 1,500 PSI, TYPE "M" OR'S' MORTAR, ASTM C476 GROUT GOOD PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Bth EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 1118 WI.4XW1.4 OVER GENERAL 31 S MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3X LEG EACH WAY, MARK WIDTH LENGTH tHINESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 77M-12x18 12' CONTINUOUS 18" (2)#68 - (+)07 FMC-IN18 12, CONTINUOUS 18" - (2)#V. #6 IN CURB VARIES 7M-12,12 IT CONTINUOUS IT - (2)#5's TE-1 8" SEE PLAN 8" - s #5 IN CURB 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWwgroup.com AA M: 0003325 , BIIIIII aum� aumly as i 40 A SILVERADO LOT #10 BLK #11 04128.002-10111 "IDDRL• 4ENB "1751—NEUVILLE" GARAGM BVIUM. RIGHT PAGIL FOUNDATION PLAN 150 MPH EXP. B L AR NO 03723 D TM 10/23/18 8C,"X.1/4"=1'-0" aria= S1 1 30" MIN. EACH WAY MONOLITHIC FOOTING t p Z STEEL REINFORCING IN GROUTED d a STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND r� v .-, CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS S ?" C SPACING REQUIREMENTS r '! + o_- � a,�` GAR AGE DOOR rt— ... -. 1 gip: �FM ^ RECESS m J Ix • og�( fa 8" CMU WALL O co 8" CMU WALL r. CORNER BARS, SAME SIZE AS BAR 011 o M . IN FOUNDATION WITH 3a'LEG EACH ID U M ~ TOP OF SLABTHAT +- WAY AT ALL CHANGES IN DIRECTIONS THE STEEL REINF. IS CONTINUOUS 0) W ,►'—.-.--i r ,=-yn--. MATCH AMOUNT OF CONTINUOUS BARS CURB FOR • ° PORCH SLAB SEE SLAB SCHEDULE BAR SIZW11AR 4" CHAMFER (ISTORY) Y3 EXT. PORCH SLABJONT �I,ts' - TOP OF GARAGEvl EE SLAB SCHEDULE 4" CHAMFER . { _I"' r' w. CONTINUOUS STEEL MONOLITHICEXT. FOOTING REINFORCEMENT SEE SCHEDULE '" 7;pr MASO• RY UNITSNSET AT ELEV: WHEREION .Y (WHERE • •i4 8" CHAMFER (2STORY) W/ 1/2" ISOLAION (1STORY) 8" CHAMFER (2STORpAPPLICABLE) p-p•JOINT z SEE SCHEDULE #8 JOINT (WHEEE APPLICABLE) Z SCHEDULE 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE 36" ft8 NAND FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LIND #7 N % EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:34"=1'-a' 2 SCALE: GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-a' SCALE: 3/4"=,'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 4S' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2410WS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, A" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL WN PLAN LAP TO OCCUR OVER STUD Of WALL W/ PLAN 20 OR 2x8 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2xe WOOD BEARING PROVIDE BLOCKING W WALL W/ BYP WALL W/ SYP No 2 STUDS SEE IWu R No 2 STUDS SEE PANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE 2" CAPPED O S N NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2"x8" WEDGE ANCHOR W/T BTM. PLATE TO BE PT. GALVANIZED PIPE & 1 SECURED W/2-PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO W/FLANGE @ &4SE y g EPDXY. MIN. EMBED PLATE EPDXY 6-1/2" EMBED, MIN. Q 16' OC SLAB W/10d MASONRY J Q 8", UNO USP SPTH4 OR SPTH6 BTM MAX NAIL 18" O/C STAGGERED. a 0 FOLLOW ALL MANF. AND TOP PLATE ANCHORS NN SPECIFICATIONS FOR N % 10d x 1 1/7' COMMON NAILS USE AND F m ( FILL ALL HOLES, DO NOT USE SECURE FLANGE TO PREPARATION OF 10d x 3" W N SLAB W/(4)1/4" X 2 1/#' Z HOLE. SLAB SCHEDULE SEE SLAB SCHEDULE TAPCONS J Q Q °' [SEE O'QQO TOP OF SLAB . •. TOP OF SLAB 4" CHAMFER (I -STORY) 6" CHAMFER (2STORY) =AND ULE EQ. EQ. EE SCHEDULE SIZE FOR WxD, BAR SIZE NTITY AND BAR QUANTITY BOLLARD 5 ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATION 8 7 scALE:34"=r-a (W/UPLIFT) 6 scALE:3a=,'-a (NO UPLIFT) BCALE:3/4"=1'-a' LAP TOP PLATE A MIN. OF 48" AND NAIL WI 18d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO a BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL YCCC 16" O/C STAGGERED. u, ON e" CMU WALL POURED LINTEL CONT. (TYP.) •- -0" :� •. 8" CMU FILLED CELL (TYP.) • _:. TOP OF SLAB SEE SLAB SCHEDULE „••. I•/ 2X WALL FRAMING f SEE SLAB SCHEDULE 1/2" DIA. USP 725080 BOLTS 5' TOPOF SLAB 4• Z�'• MINIMUM EMBEDMENT INTO i we ISOLATED"COLUMN PAD t GROUTED CELL, 4"FROMENDSAND ° • ' !] • m�� ° • CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH 16" O.C. VERTICALLY MAX FOUNDATION AND SLAB SEE SCHEDULE 2 ° SEE SCHEDULE FOR WxD, BAR SIZE FOR W.D, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 9 scALE:34"=1'_0 FOOTING AND COL. PAD BLOCK WALL CONNECTION (NO UPLIFT) 10 scALE:34"=1'-a' 11 SCALE: .1 N. RONALD REAOIW BLVD. LONGWOOD, FL 32750 PH: 407-774$078 FAX: 407-774.4078 www.ebd••igngroup.eom AA A: 0003325 swan►. as WTI : SILVERADO LOT #10 BLK. #11 PitonwTip 4 8. -10 11 MODEL" 4ENB "1751-NEUVILLE" GAR&OZ 011nx0: RIGHT PADS: DETAILS 150 MPH EXP. B AROMEM STATE OF FLOIiIDA 0cINOW ROLM DAT " 10/23/18 sCAm 1/4"=1'—O" sl'iSST S1.1A DOWEL PLAN SCALE: 1/4" = P-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH:407.77"078 FAX: 407-774-4078 www.abdaalgngroup.00m L AA Y: 0003325 , summly. a LOT: SILVERADO LOT #10 BLK. #11 04128.002-10111 MODR 4ENB "1751- NEUVILLE" GAMAos BWDM: RIGHT PALM DOWEL PLAN 150 MPH EXP. B n TIE VERTICAL REBAR TO H0",_T,_ REBAR W/id'HOOK ROUTED BEAM GBOND TIE VERTICAL REBAR VARIES PER ELEV. _ TO HORIZONTAL REBAR W/id'HOOK 3 � z 4 e ' GROUTED BOND BEAM Z n VARIES PER ELEV. ' . N 4 . , 4-.. I. •e < d O p ' I• m O] �� 8„ b 10" HOCK d 4 f 4.• g ..-a� •� • .,`' " ~ f ! �.• C p CLEAN OUT REQUIRED oz �j -0„ FOR INSPECTION a • a m � � co O l a " 4 0'-d' FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL Eli REBAR W/ W HOOK BAR SIZE 146 BAR DIA I > #4 24" MU UNIT NOMINALSVFNS a ap ADIMENSIONS o #30 #6 38" #7 47 OFFSET METHOD CONTINUOUS METHOD BAR SIZE 48 BAR DIA #3 18" : on �%I MASONRY SYMBOLS HORIZONTAUVERTICAL HORIZONTAUVERTICAL 3u 3 SCALE: 3/4"=1'-0" 1 REINFORCING REINFORCING 38" #7 42' SCALE: 3/4"=V-d' 2 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774"8078 FAX: 407-774-4078 wwwAbdeskoi&oupAom AA #: 0003325 . 4 h b C a Ll 111L.1 aysaly ae lrCT: SILVERAD0 LOT #10 BLK" #11 PltO'Rp 04 .002— 1 MODRU 4ENB "1751—NEUVILLE" OAP OX aMxO: RIGHT PROM DETAILS 150 MPH EXP. B AHc*rrEC .. STAM CF FLORA A CRA DAT& 10/23/18 sCALM 1/4'=l'-0" slims S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 W (9)10d x 1 10 HOG NABS. SMALL JACKS < 9' MAY BE NAILED W (10)d x 1 1,2" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WAU. AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEERS REVIEWAND APPROVAL 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" x 2 7/8" LONG, WITH WASHER a 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK OrwRi 7TON REMARK 0 12) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.$ = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C - ON CENTER, F.E.S. = FRCM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (c SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB! MASONRY 3000 axe (q e5 N/A GROUTED SOLD "CAST-CRETEO SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U4•INTELS SAFE LOAD -POUNDS PER LINEAR FOOT Gw 0G S'FE P�F 'f'D SAFE LOAD •POUNDS PER LINEAR FOOT TYPE LENGTH "o eats eaa wta,s Iowa wa•,e a tads wi4a awns rum cede Irxm roads TYPE LENGTH RCMU TYPE LENGTH WW eser 0latt area e1a,T east MWIT raver X"4T ra.rr 41w1r Baer w1i user 8ta" (429 PRECAST 223/ m wa m m vet m aw r4' (W) PRECAST 1020 1c24 lm 3w m �ABT ,w m m 4m m afm m m m wa 7W W4 I M elm m m m 4w m sw 7w 4'•0' PRECAST teM , >ow m m vet 1w ear P4/' ( ) PRECAST 7M 7M 13M 4'4' (4n PRECAST ,w m m m 4w am m m 4w wa 7W w4 am4 fm am m m m 4w m ees 4'4' (6n PRECAST 10M tw as m m 4m m m /te' � PRLYAB'7 � 0e1 1078 416` (� PRECAST aw Wale vw m 4m 4m m On Ore wa 7M7 Wale Is" ,m ,W m mw m 4w 4H, Ws rs 041 PRECAST 1217 ter m rr m 1Mi1 m 4" r4' Rn PRECAST 411 411 74a r4' (en FRWMT ,Ma , 7D6 m m m 4w tw m m 7W as ,7a m m m vet 4w r--1r rm PRECAST tOM Ha ifa m m m m iA0 V-10' (ir) PRL�IIBT 8W 88e me r-1r' (7P) PRLi'/18T w m sw m 41m +w, m as „ m w ,W fm 'Ie SW I M I 4M r4' an PRECAST m aw m7 era m sw m m ra pr) PRECAST ON t2i OD III pn PRECASTm min Mo. mbi an. srtf- ,w ifv m m m m w sw ,w m I on I w, m r4 (a0') PRECAST 7p vet ,7m m m vet �' OM PRECAST 461 004 US756' On PRECAST 7a W w, "m m m m W. TV ,w ,w m m I m m r4' p12� PRECAST w 1,m "am m m m rr (112) PRECAST ffi6 ail 280 r4• (111� PRECAST w t , 2w m 7m ,w tw m m w w ta,a I tw ,w I m in tr4• (ten PRECAST47a w tar m m ir4' (i2n PRECAST M4 401 180 ir4' (12r) PRECAST w es w , , m„ w +om as m m w w I „ei ,aa Iw m m 114' PRECAST 1@ w w I= ,w m mu 4w 114' (13n PRECAST 29D 462 164 me pen PREC187 a4 w ttw 1e 17m w w aM ,w m ifs 4w 40 W iou.1 W24 Imj ,slaw aw 12d (14n PRECAST 337 12W (Un PRE,CABT 244 402 IN12b" BT pdn PRECAST 4m Im w f1 1 ,w ,w ma m eve 4m w so. tw , m tri' pen PRECAST Me 4H w ,w ,4m tw m m I" (ion PRWABT 217 324 110 1" (1007 PRECAST 4v w W w w , ,w 4H to tw ME In m m 40 40 w ,w "tb. Ion. 11w 14'r (ten PRECAST Sle w ,m tam 2UF m I (Ien PRWABT US 20 100 w-0' pen PRECAST w w m „w w , tw 4a m as ="s, 2w m tPd p7n PRESTRESSED Nit NR w w w w w w 14'4' (17'n PRESTRESSED NA 204 e1 14'4' I'm PRESTRESSEDw w w w w w as w w f M. 1111 itif t7M 4m to we = m mo sa 1rw per► worms BBD NJL w w w w w w 184' (16n PITS l M® " 250 IS I" (ion PRMIRMee® w w s1s w 4 m w W w w IND. N1 1 1 m as 7M ws 1 m m 1r-P pOn PAS N.R. Nit w w w w 17W p0r) PRS3IRG8� NA 194 64 ir4' ROn PRIEORMBED IN w w w 4m w w 7a w , 716 1at ea tai w Be w an "Do ,MN LO trr p32') PRE61R� NA w w M w w lvw mn PREWAM® NA 148 M tr4' Q32') PR6fIRl w w w w >• w 4a w W w1 W. M. tm w w w m m aw as 214' QM'1 f41Ba11 NA w w w w w w w 274' on PRE MR 1M 42 214' p8n PRMTRMaED w fa w w W w w W w m w w w fw w w w w iN4 am tw 224' � PREeTREam NA w w NA 1R w w MR ffi10' on PRE omm NA tie 40 ?s47' (2:4'1 PRF001 to M w w • w w w i,t w w ,W ate m 1s w w IN w w w w w 4a w w w w ia4• pen PRMTRMB® tut w w w w w ea0' on PRMIRBMEO NR 0 M N4r (!W) PRmrrptole® w In ifs 4w w W we ffi a- w w w w am 7>w (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (9) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. -ALL VALUES TAKEN FROM 'SAFE LOAD TAKIW BY CABTCRM MAY ES" EDITION • PRECAST PRODUCTS BY MM TO MEETOREXCEEDVALUEB BTAIMAOM -ALL PRECAST PRODUCTS ARE TO SE INSTALLED P6RiMNUPACTURa6 SPIECIFICA71010 •PWMEMM MLPA40FWARMOPASTFACHBe7EOFW MWOPB7MN6 PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P, CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE M 18-0126.03 8F78-1T/0MA)B L-------w--J 8F28-IT/1M/0B LIFT BEAM PLAN SCALE: 1/4" - V-D' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesWigroupcom L AA e: 0003325 J anon. oulmly as LOT: SILVERADO LOT #10 BLK. #11 PllOJECTAI MODEL: 4ENB "1751—NEUVILLE" GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B D � 10/23/18 scALE: 1/4"=1'-0" mHzzT S2 CORNER BAR W/ E COURSE OF BOND BEAM LAP TOR EACH C VERTICAL REBAR W/ 1O' HOOK 30" TYPICAL 05 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/1"=1'-0' NOTES TO THE INSPECTOR/CONTRACTOR TYP. ne" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM-1 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL V 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REWIRED BEARING \ PLACE STEEL 3. pF REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#6 \. TWO COURSES ARE BOND BEAMS WITH A#6 BAR IN EACH COURSE. TYR ON16, S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM `- pCOURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 'M TOP OF THE LINTEL 8„ A\rj. Q 8, LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x18 DBL BOND T P BEAM W/(1)#5 BAR BONDBEAM EACH COURSE 87x8 BOND BEAM 70P OF a �pQ�N\ W/(1)#5 BAR BOND BEAM F = FILLEO1rW GROUt .��p U = UNFILLED GROUT SOLID FROM P .j1\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 NOMINAL�16-1T/1 �/c B LIN EL W/(1)#5 BAR(L2)E HEGHT # OF #5'8, TOP LENGTH OF BAR = WIDTH OF MASONRY s OPENING-2' DESIGNATION BOND BEAM COURSE OR D_�IB�E�AMIT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCREE THAT XFXX • 1T/1Ml08 INDICATES A DOUBLE BOND BEAM E PLACED IN LINTEL LINTEL, W/OSTEEL(LI)REFER ANO XFXX - 1T/OM108 INDICATES SINGLE BOND BEAM TO PLAN FOR LOCATIONS p OF OPENING PRECAST HEADER(MIN) 2.4 (MIN 2 X 3) 1.3/18 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN ,� 3 1M„ PRE -CAST .4 2xe (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SIZE, 145 MIN HEAD SIZE.300 SILL i MIN EMBEDMENT 11/4")3' SLOPE FROM EACH END AND IS' 7D O.C. MAX. MIN IAW L n EMBEDMENT Q 2xS (MIN 2 X 3)2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER Ia.,O.C. MAX. MIN 1-V4" MIN. 2-12d PER BIK. EA END #5 MIN. REWIRED IN BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM VW 7116" 088 SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP `� 5 sCALE:314'=r'-0' 3 scALE: as"=1'-a" %, PROVIDE 3" DUa HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL �` ( I s ISINGLE #5 CORNER I BAR, 30x30 TURNED UP STEEL REINF. OF OR TURNED GOWN INTO FILLED CELL BOND, BEAM exe CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. I I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: SIC'=1'1Y 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.mbdosWngroup•com AA #: 0003325 Kil 0111111 ammo stnmzv ae z oT: SILVERADO LOT #10 BLK. #11 PROJECT/ 1 04 28.002-1 HODRU 4ENB "1751—NEUVILLE" 0AItAGZ 9Wn90: RIGHT PAOR: DETAILS %150 MPH EXP. B U PRINT DATM 10/23/18 sCA=:1/4"=1'-0" Buz = S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/(9)10d x 110 HOG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 la"HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1 /2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALLAND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WUL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE D(4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE a MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8838, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/A2x6 STM. CHORD (MIN) 2, COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVD PLACING A TRUSS PERPENDICULAR TOA STEEL COLUMN. MAINTAOIIN AT LEAST S" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" =1'-0" 2 PLY U:-1390 LBS G: 3628 LBS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdes*igroup.com L AA 8: 0003325 BLIWIV. 16 LAT: SILVERADO LOT #10 BLK. #11 PROJECT# 4 .0 2— 0111 MODRU 4ENB 1751— NEUVILLE" GARAGE OWUM: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B DA M 10/23/18 MAUD 1/4"=f-0" 111HUNT s3 ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROOFAMALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR # 1175 UPLIFT USP "ROOF/WALL/FLOOR WITH (9) 10d x 1 12" NAILS TO TO SHEATHING TRUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) W/ SINGLE TRUSS A D (4)1/4 TRUSS AND(4)ON x 2 1/4" FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL PLY, A PT SYP #22%V%4'-0° TAPCONS TO CONT A-(1 )U6P HTA16 WITH (9) STRAP, 1 EACH SIDE WA7APS UP MAY BE ADDED 10d POURED LINTEL TRUSS, FL*l 76M AND OVER TRUSS (NOT NAILS, 2 ROWS, 3'O/CTO B-( )112"TOTRUSS. SANCH80 B-(2) USP HTA16 TRUSS ANCHOR WITH (9) SHOWN) FACILITATE 2-PLY # 1900 UPLIFT (2) USP 10d x 1 1/2" TO TRUSS EASTRAP. FL#17680 USED IN CONJUNCTION WITH CONNECTOR. HTWM20 INSTALLED ON PRE-ENG TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND HEAVY UPLIFT CONNECTOR OPPOSITE FACES OF OVER TRUSS (NOT SHOWN) FL#17680 BLOCK WALL W11010d TO (A) USP LGT2 W/ (5) 114W POWERS WEDGE ( 2 114 ANDNS lx2, 2x WOOD FASCIA BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY) TRUSS CONTx CONTINUOUS BOND BEAM SEE ARCHITECTURAL 40 (NOT SHCTEFL POURED LINTEL 2x SECURED VW (3)16d (S) US C USP RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WOOD 3/4'k8" WEDGE BOLTS AND 3/4 1x2 SECURED WN 10d TRUSSES 0 24" O/C, 1 x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#8223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 1T O/C FOR REVIEW 2x SECURED WN (3)18d AND APPROVAL GALS. COMMON NAILS. I F 4 BOLTS ARE USED 1x2 6ECURED WN 10tl MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM ,T p� SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS 0 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, LA310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TAP CONS MIN. Z' COVER 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ 1a 1b SCALE 3/4"=1'-0" TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 2a 2b SCALE: a4-' ° 3 SCALE: 3/4"=1'-0" GIRDER CONNECTORS) (2) 2X4 No,2 SYP DWG 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d 0EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING LSTA1220 GAUGE SEAMS) W/ 10dxl /2 HPG COMMON NAILS. 0'-0" TO 30'-0" (1) "X' BRACE 01 EACH END TOTAL OF 10 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2xe PT. PLATE (1) W- BRACE 0; CENTER TO BLK WA 12" DIA FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT LA#2' GIRDER FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 37'OC MAX PER ELEVATION IL PRE-ENG GABLE TRUSS SECURE GABLE TO 218 P.T. PLATE WI 12d's 8" G FLOOR TRUSS STIFFBACK (AS PER O.C. MAX PSUM BOARD OR 1/Y' HIGH TRUSS ENO) CONT. 2x4 SECURED W/ GTH CLG. BOARD Tj1*\:PROViDE (2) tOtl'e a EACH TRUSS E TRUSS TO TOP PLATE w/ (2) TO BE INSTALLED 0) ENAILS 10'-0" O.C. MAX E TOP PLATE HTT4 W/ 5/6 A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (2D)16d x SEE SCHEDULE FOR 2x6 WOOD BEARING 2-12" NAILS TO POST. , BOND BEAM RED. / SYP No 2 STUDS SEE POST TO ITDIRECTLY FOR SPACING SINGLE ON SLAB LATE TO BE PT. E DBL. TOP PLATE PROVIDE BLOCKING .°. 12" GYP. WL BD. *1 BLOCK WALL W/ GABLE END NOT USED PRE-ENG'D TRUSS SCALE:34"=1'-0 6 GIRDERMOOD POST CONNECTIONS 4 FLOOR TRUSS CONNECTION L.B.W. SCALE:34" ° (NO UPLIFT) DEPTH 1/4'D —HOLE EDGE>Bff —HOLE DIAMETER < 2/5'D SGL. STUD OUTER 113 OF SPAN ONLY BTM. - PLATE STUD NOTCHING GAND BORING LIMITS SCALE 11/7'=1'-0" EDGE-S/8" HOLE DIAMETER < 3/5"D DBL. STUD A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3W USP WEDGE-BOLT/J60LT, 6' MIN. EMBED (20) 16d GALV. COMMON NAILS AND (8) 16d VALV. COMMON NAILS. FL#17232 B - USPTHDH26 G < 2400 LBS, U < 1426 LBS Wl (2) 39" USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (10) l6d VALV. COMMON NAILS, FL#17232 C - USP THDH28-2 G < 2400 LBS, U < 2660 LBS W/ (2) 3/4- USP WEDGE-BOLT/J60LT, 5" MIN. EMBED (361 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 D - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 314'" USP WEDGE-BOLT/J-SOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS, FL#17232 E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 314" USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FUt17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0' SEDGE CENTRAL SPACING SPACING SEE SEE XHEDULE, SCHEDULE el SEEFRAMINGPLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE 5 1/7 MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTSIJ43OLTS ARE PLACED INTO GROUTED CELLS, B'ALL AROUND BOLT. = Z 2. END OF FRONT AND REAR LEDGER SHOULD °D LAP A MIN OF 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY a0 CLOSER THAN 6' O/C. 5. IN LIEU OF HILTI PAPS, 114" DIA x 3' MASONRY (2) PT SCREWS (TAP CDNS ) MAY BE USED, SAME LEDGER SCHEDULE MARK SIZE BOLT SIZE 1D CENTRA.B ONG A DOUBLE Z18 12" 78r'70:AC 1a, O/C B DOUBLE 2x8 314' 24" O/C C DOUBLE 2110 1/2' 16' O/C D DOUBLE Z00 3/4" 8" OIC 24" O/C E DOUBLE 2110 3/4" 8" m 16, O/C F DOUBLE 2(12 wr 6"O'C 1 12'or. 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WAND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WAND ARE SUBJECT TO Fl AND F2 FORCES. S11 ALTERNATE MATERIALS SCALE: 3/4"=1'-(r' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesWngroup.00m L AA #: 0003325 . aysan►. as Lros SILVERADO LOT #10 BLK" #11 Pl41 OT* — 1 �tODZU 4ENB "1751—NEUVILLE" OAF-4,O3 awu+o: RIGHT PACM DETAILS %150 MPH EXP. B ROLAW A" ABOUCHAM AR NO 9872E D—AT&- 10/23/18 scA,u: 1/4"=1'-0" llmZT sS 3.1 A FLOOR DECK 2x8 PT TERMINATION 2x46TRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) l6d COMMON W/ (6) 3116" ° x4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3!4"=1'-0" USP LFTAB Wf (16) 8d COMMON NAILS 21 STUDS USP LFTAB WC(16) Btl EACH END COMMON NAILS, EACH FL#17244 END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP SPTH4/SPTH6 BTM. PLATE STRAPS WI 10d z 1 OR 1/2" HDG NAILS FL#17239 GIRDERFLOOR TRUSS GIRDER TRU53 WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL 2 SCALE: 3/4"=1'-V' DBL PT 2x8 SLK'NG BETWEEN TRUSSES W/ 10d (a rO.C. 1ST PLY INTO LEDGER AND 10d 0 3" O.C. STAGGERED UPPER PLY INTO 2x6 13ELOVJ 8" CMU WALL REINF PER PLAN P A P V T IX2 FIRE -STOP #8 WOOD SCREWS x 2" LONG Q 3" O. C.; STAGGERED OFF CENTERLINE OFF ZxB; NI 3/4" AS SHOWN USP A3 EA/// TRUSS/q" NALMO PATTERN PRE-ENGINEEREDWOOD FLOOR TRUSSES (SEE DBL 2X_ LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE:34=1'-0 #8 WOOD SCREWS x 2" LONG Q 3" O.C.; STAGGERED NI AS SHOWN TO CMU LEDGER TO CMU W/ 12" EXP. BOLT 8" CMU WALL AT 16" O.C. AND W PRO4 MI REINF PER PLAN END W/MIN 5AZ EMBED. FLOOR DECK P V TON /4„ �, �Q�� NAS.WIi PATTPAN P I K m`� 24"M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS a 12" O.C. iX2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL SCALE: 3/4"=V-0" it 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x8 BLKT4G BETWEEN TRUSSES W/ 10d 0 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (8)16d NAILS INTO LEDGER AND 10d Q 3" O.C. #8 WOOD SCREWS NOTE: 70P OF FLR TRUSS STAGGERED UPPER PLY INT02x8 x 2" LONG 3" O.C.; 2z4 BLOCKING EA BRACE. TOENAIL INTO TRUSS W/(4)16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW E STAGGERED OFF NAILS � EA END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) CENTERLINE OFF 2z6; 314" AS SHOWN 2x4 BRACE a 4S' O.C. W (5)12d 1'-4" MIN. FROM 2ND. FLR. FLOOR DECK NAILS Q EA END LINE 2x8 CONT. W/ (8)16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT 8d RING SHANK NAILMTO"BLOCKING ® ST. OF FLOOR TRUSS 8" CMU WALL AT 16" O.C. AND 8" FROM ST. 2XB IS FOR WALL SHEATHING NAILER REINF PER PLAN END W/ MIN 5.12" EMBED.v 1Bd NAILS 8" O.C. MAX I 1X2 FIRE -STOP PER ELEVATION FLOOR DEC 14" PER ELEVATION PER ELEVATION LL Y NALING PATTERN PELEVATION^? P VELEVATION 2x4 P.T. CEILING 24" M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS a,2"G.G FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR USP HTA16 C EVERY REPAIR DETAIL IF FRAMINGPLAN) BOND BEAM REQ. BOND BEAM REQ TRUSS(VERIFYWq 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW USP HTA16 Q 32" OCCC SS PLAN) TRUSS PLAN) AT TRUSSES PARALLEL (VERIFY W/TRUSS SECTION DETAIL 1. TO EXTERIOR WALL PLAN) FL917680 AT PARALLEL / PERPENDICULAR 5 scALE:34"=1-a' PRE-ENG FLOOR TRUSSES NOT USED 6 O PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP S TO PL PRE�ENG AT FIRST TWO BAYS 4'-0' O.C. (AT 0 PRE-ENG'D WOOD SEE SCHEDSBELOW ROOF TRUSSSHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX lj FOR STRAPPING PER EL VATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x8 PT. PLATE TO BI.K W/ TRUSS PLAN TRI" TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2' HIGH W/ 1/2" DIA. ANCHOR 80LTVVl 2" • A -USP MTW-12 U < 1195 LBS STRENGTH CLG. BOARD 4z4/4x8 SYP NO. 2 WASHER SET IN HIGH W/ (14) 10d GALV. COMMON SECURE TRUSS TO TOP PLATE w/(2) WOOD POST TO STRENGTH EPDXY B' MIN. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX B - (2)USP MTW-12 U < 2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. LBS W/ (14)10d GALV. BELOW FOR PLATE W/ 12d's 8" O.C. MAX COMMON NAILS EA 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 0' USP SPTH4 OR SPTH8 BTM 12" GYP. WL BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) lOds C EACH FILL ALL HOLES, DO NOT USE 10d 12"x8" WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0 10'-0"O.C. MAX x3' EPDXY 5-1/2" EMBED. MIN. ® 16' 1 Oa 10b 1 OC OC MAX 3C/,LE. yq=1_p GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °' $ •„UMTOPWICON,I5071ID„ , A - W/ USP MTW-12 U < 1195 LBS (14)10d GALV. COMMON NAILS. FL#17244 e E B - USP HTW-20 U < 2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHD4A U < 3716 LBS MUGT TO TRUSS W/ (4)10d GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d COMMON NAILS BACK, (1) 5/8"° A.T.R. TO PHD4A AND (10) VM WOOD TRUSS CONNECTION L.B.W. SCREWS TO POST FL#17240/FL#172419 9a gb POBTTD SLAB CONNE107 N SCALE: 3/4"=1'-0" A&B - USP PAU44 POST BASE <U:2,285 G:e,T75 W/ 5/e DIA x B' EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,206 GA3,815 W/ 5/8 DIA x 6" EXP. BOLT FL#17239 C_USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" AB. WTH MIN. 7' EMBEDMENT TO SLAB 8 (20) 16d x 2-12" NAILS TO POST. FL#17324 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdes4pigroup.com L AA #: 0003325 , II�IIIIII, Lannn aumiv. e# LOT: SILVERADO LOT #10 BLK. #11 PRO"WT/ 04128,002-10111 UODSIe 4ENEI "1751—NEUVILLE" OARA03 INIVI MIl RIGHT PAOro DETAILS 150 MPH EXP. B DA-M 10/23/18 ecAUM 1/4"=1'-0" slim= S3.1B A OA&E-END HIP ROOF JF" w ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-1 ZONE 1 = 5.97 PSF (19.97) ZONE 2 = 17,98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) 'A"- C-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:"B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DMWMAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/19' O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 5/8 CDX EXT. PLYWOOD, WTH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILESTR. SHANK 8d RING SHANK 2 12' 0. 120' 170,000 RING SCREW SHANK (18.20 RINGS PER INCH) 8d SCREW SHANK 2 12' 0.129' PNEUMATIC SCREW-MNLS 1. NAIL SIZE PER ASTM F1884 2. INTERNATIONAL STAPE, NAIL 8 TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR WMEATHI M1 USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT S' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES z W . 2 . M3 G a a z K � � 1 Z 3 aJ $ L) N N m TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH ENO. oAMF cER ORTRUSS -�` ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAM M Bd RING SHANK GUN NAILS 8" O.C. IN FIELD' 8d RING SHANK GUN NAILS O 12' O.C. IN FIELD or 8d x 2 12' SCREW SHANK PNEUMATIC SCREW -NAILS C 12.O.WN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS STRUCTURAL. DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND ARCHTECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHTECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, SIM EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 ANDAISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRANPDS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT 18 THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES ADD SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0OWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. PROVIDE 8%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRAO NO, LEDGERS, BLOCKING, PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SlAB50NGR01AOWFHE INDICATED ON CRIPPLERS, SI LLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER.Fb- 1100 PSI AND A MODULUS OF DRAWINGS. SEAMS LAPPED C INCHES AND SEAL®WITH ADIESIVETAPE ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVARVE TREATMENT: DI SODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLAB$, COLUMNS, WALLS, REASON $HALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE NTH AG 347, W/ DOT SHALL BE HOT DIPPED GAILY. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMANORK. CONTAINS MORE THAN h•OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, BIN EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MEN, AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED IN RE MESH, SHALL BE ASTM Al85, GRADE 85 AND BE PLACED IN ACCORDANCE WTH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED WITH 2• CHAIRS SPACED 3'-0" OC, EACH WAY. TODESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR RERWORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A815 GRADE SO DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACEDIN MEETING THE REQUIREMENTS OF ASTM A448, GRADE A. AND SHALL BE HOT-DPPEDGALVANZEO. ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE NTH TPI-14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METALPLATELONNECTED-WOOD TRUSS CONSTRUCTION:, ADD 'TPINYTCA SCSI 1" ROOF: LIVE LOAD FLOOR LIVE LOAD 40 SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACNG METAL43LATECONNECTED PM TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #S BAR - 3S' WOOD TRUSSES. 20 paT TOP CHORD non<alculrent 10 psf BTM CHORD-ronCalcVr INA DEADLCAD DEAD LOAD 15 pd TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 PSI W/ No GYPCRETE) 10 psf BTM CHORD 5 PSf STM CHORD DEAD LOAD TO RESIST W ND UPLIFT: 1 Opsf BALCONY LIVE LOAD 80 psf WIND DEAD LOAD SPEED-160 MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 11) SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHTECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWNGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWNGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION, THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RECOMPACTEDAND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLABONGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUS CONTRACTOR S-AL SUBMIT PROPOSED MX DESINS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S * PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY NTH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEkWRN G, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TMIESTAMED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY FEASGN THERE IS A DELAY IN SUCH THAT A BATCH IS HEW FOR LONGER THAN 90 MNUTES THE CONCRETE SHALL NOT BE PACED. IT 94ALL BE THE RESPONSIBILITY OF THE TESTING LABCRATCRY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SAL. BE AS FOLLOWS A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH( (FOUNDATIONS) 8. FOR CONCRETE EXPOSED TO EARTH ANC40RWEATHER 1-11TFOR M AD SMNLER 2' FOR#B AND LARGER C. FOR CONCRETE NOT EXPOS TOVFATHER 3/4' FOR SLABS WALLS AND JOISTS 142" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRItU S #5 BAR - 37' #7 BAR - 4Z' PROVIDE 36'. 38' CORNER BARS, BOND BEAM ONLY, LAPPED ADD TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INOICA.TING ADDITIONAL DEAD LOADS FOR THE ROOF FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALT. BE ANCHORED IN THE FOOTING, INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTHANSI A58.1-1982. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIROERS TO COLUMNS AND WALLS FOR APPROVAL, RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY 8 ARCHTECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS 8 ALL TRUSG/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WTHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY' PROVIDE ENGINEERED SHOP DRAWNGS OF EACH INDIVIDUAL TRUSS AND FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOW NO COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 57TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIE%AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FAOUTATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER MANUFACTURED IN CONFORMANCE NTH ASTM C90, GRADE f. - 1500 PSI. BLOCK SHALL BE PLACED USING Tiff TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERW SE NOTED. LAY1UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER, WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM C-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL TRUSS TO TRUSS CONNECTIONS. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL "LISP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF W TO W'. USE ONLY MECHANICAL VIBRATION CONNECTORS" BY UBP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. , WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE 'M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND(OR VERTICAL REINFORCING. LAP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE. AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy - 38 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy- 46 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 WI. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNGFF-THEINUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APRIGTON TYPE SPAONG REMARK AFPU- elg TYPE I SPACING I RE- I-- TO RY/GONG. C EH DSNED Cdl NNL 111 LONG. B� OMPOEpOIXi B.1CK TO MASOMYAJDNC. SEE DETNL SEE DEfMI - SEE DETNL SEE DETO& SOD, N..IXT. DOORS CARE HVABNED COx a"OC WWDOW/OOORIFASTENED OMAGEDODRBI-CAL SEE DETNL SEE DETNL SEE DE-L SEE DETY 1x PT, SEENOIE. NAIL 112 LONG STAGGER® HMO MAEONRVICONC. t0 MASJNRYICAw WEDOW BUCK CASEHARDEN®COIL S'CA: WNDOW/DOIXN FASTENED METAL 9TRAPro CONTACT THIS ENGINEER FOR SPACING I. PT. SEENOIE. NAL11/YLONG. BTAGOERED HMO MABONRrIWNG MASONRVICONL REQUIREMENTS E%f.9MNG DOOR (p 3lle'D!A ?APCON' itl]'EMBB3.- NONBEN.WWWD ANB A'EMBE BO BULKh PT, SEENOTE. NO WA4IER fA611iA 1TQt GIST., I IIT•®GEpST WALL TOCONC SLAB WAMIER BOLT 3f OE OIeT., 3• EOGEOST. h PTW Dow.Gx 0.1%°PAFx31l.' A"END. GIST., III PT TO STEEL COL., SEE W/_ER STAGGERED EDGE qBT. NOTE. tM 1LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOOR$ TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT) X.ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5, FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. L.NGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdosWigroup.com AA M: 0003325 o� av N BUDDIV 89 JL40112�1SILVERALOT #1BLK. # PROJMCTp 04128,002-10111 MODMU 33 4ENB N 1751- NEUVILLE GA6W.AGa aMn140.. RIGHT PAG>iC: DETAILS 150 MPH EXP. B lAuWT l Dw� 10/23/18 SCALE: i/4' 0" SiIL'>SCT s R z � ��3b �6-r za(9 l