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HomeMy WebLinkAbout6930 Silverado Ranch Blvd99 91751-4ENB-NEUVILLE9 OFOOOT �rL�NG M IUJI 01 4n ��� F�1�-\- OMES -� � �� � Vmz 12602 TELECOM MRIVE, TAMPA, FL 33637 Te1: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 813 740-9715 FAX: ( ) DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL 6TH EDITION (2017) :FLORIDA FIRE PREVENTION CODE BTH EDITION NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION •ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH Vwd=116 MPH -EXPOSURE _ B •1-STORY RESIDENCE - •2-STORY RESIDENCE - YAX HEIGHT A3 PER LOCAL AND STATE CODES ASV. ABOVE A/C AIR CONDITIONING ADJ. ADJUSTABLE ALT. ALTERNATE AMP. AMPERAGE BD. BOARD CL CENTERLINE CAB. CABINET CLc. CELING CLR. CLEAR COT CONCRETE CPT. CARPET G.T. cERAMICTILE D. DRYER DEL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL D. DEEP DR. DOOR D.S. DOWNSPOUT DTL. DETAIL F.A.DWEACH "seen ELEV. ELEVATION EQ EQUAL EXEXHAUST EXT. EXTERIOR F.GJFX. FIXED GLASS F.G. FUEL GAS FIN, FINISH FLA FLOOR FR.A RENCH DOOeORR FTGGA. POUTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOW CORE NOHEADER HOT, OR ET HEIGHT INSUL INsuLATION INT. TN LAV. LAVeATORY LUM. LUM NOUS M.C. MEDICINE CABINET MFR. MANUFACTURER MIN. MINIMUM M.T. METAL THRESHOLD MTD. MOUNTED MTL. METAL N.T.S. NOT TO SCALE O.C. ON CENTER PL PROPERTY LINE P.H. PUSHHUTON PH. PHONE PLY. PLATE PR. PLYWOOD PR. PAIR P.T. PRESSURE TREATED A RISER BAD. RADIUS RA.G. RETURN AIR GRILL REF. REFRIGERATOR RM. ROOM AO. ROUGH OPENING S.0 SOLID CORE EXTDR S.D. SMOKE DETECTOR S.H. SINGLE HUNG SET. SHEATHING SHWA SHOWER Sim. SILAR SL. SLI SL. GL. SLIDINGGLASS STD. STANDARD SWS SHEAR WALL SECTION TEMP. TEMPERED GLASS T.O.C.OP THICK TO Top OF PATE T.O.S. Top TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.P. VAPORPROOF W. WASHER W/ WITH WD. WOOD WOW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON DATE DESCRIPTION ARCHITECTURAL SHEET DESCRIPTION PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml-MECHANICAL PLAN PG D1-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS G WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 `�' C ' $ RKEXITDING LIV115I Ba FT. E 426 Sa FT GARAGE �W 36 S. FT TOTAL 2213 ea PT' P"r10 W Sa Fr' STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG SlAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3-FRAMING PLAN PG S3.1A-DETAILS G S3.113-DETAILS PG SN1-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILD THE BUU.DER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUC)TION (AS DESCRIBED IN NEED OF FURTHER DETDRAWING ULNG oARE R CLEAR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WSJ. RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY 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. 11 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.s bdesigngroup.com AA #: 0003325 eUHDIV de L,OT SILVERADO LOT #5 BLK #7 PROJECT 04128.002-05071 KODEIA 4ENB "1751-NEUVILLE" GARAGE OWING: LEFT PAGE: COVER SHEET 50 MPH EXP. A ..• - D /17/19 SCALE: 1/4"=1'-O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SWILL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH 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. SRE WORK 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, ONaTE 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. 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, 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 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 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0 BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR 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 R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION 11302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R30Z6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN MUCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 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.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NOS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. 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. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNVALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLANTING 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 P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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-C1063-11A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'$ SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10/25/18 (RM) 1 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslgngroup.com AA M: 0003325 M 0 aunDIV ac LOT SILVERADO LOT #5 BLK #7 PROJECT 04128.001-05071 MODMIU 4ENB "1751- NEUVILLE" GARAGE DWING: LEFT PAGE: GENERAL NOTES 50 MPH EXP. D � 01/17/19 >ICALE: 1/4"=1'-O" 811r.w GN 1 ollEllO � oil1E1EE11EE1!OIIIi1EEE111110 �� O!IEEIEEIIIlEE11111E 10 OIIIE''O OilEliO p a o GREATROOM - o � - • p • • SHIM PAN ., , �.� �►; ® O an / O . � m ._ - . AS IREa - wPER SLOG. Fill • ' 'r = • ou-- -qo - - o p O'1���������11!RI�o7���������IO o��1!O 01��10 FLOOR PLAN SCALE: 1/4' . I'-0' EXTERIOR MASONRY SQ-F"p, CALL. S WALL BRIG. HEIGHTS LIVING 1151 SQ FT. ® GARAGE 426 Sa FT. Il Bill ENTRY 36 6a FT. TOTAL 2213 ba FT. PATIO 80 SQ FT. Cm"MMOCIA MUDIAA08 aLaD raTo EllroellE 1aR a aeoao au11a 0101181m empm 201E �Wi�OMO R3WIB AIOTYPE FOCTAOE MIN. WINDOW ID 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA Ill MIN. 41 5 23/-29 CRITERIA 16010 O)4D. 112 5 20.4/-22.1 BASIC HIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.-H, EXP.=B, MEAN ROOF HT. = 13'--0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 8TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OOMMOAlEV40 BL. TOP PLATE 0 BAR DETAIL A SCALE:Ia'•I'-0' ARCH DTL. (,,)ARCH SCALE: IR • I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL 15E EOUIP'PED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICK2dE88. SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' l35 Ml THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 401-774-4078 www.abdosigngroup.com L AA #: 0003325 • b' RAISED BAWD COACH LIGHT 12 bt� 4:12 .. 71ii parr-tt-r� II EMMA Imo' ■I ■■ ■ FRONT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FN18W NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A I�b W-W BRG. HGT.s FYPON LVI2X24 OR EQUIVALENT SHINGLE ROOF I 1 I I 18,xb2' DECORATIVE 'a I I I I SHUTTER 4a I I I I _ I I Trr. I 1 1 0'-0' FIN. FLR H OFF RIDGE VENT 0'-0' FIN. FLR, _ OFF RIDGE VENT i- i- H lV 0'-0' FIN. FLRi. -- ------------- ------------------- OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT 13 --, OFF RIDGE VENT - AREAOFATTIC = 2193 SQ FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA • 2193/30D 7.31 VENTILATION AREA X SO, INCHES PER FT.(1441 = 1052.64 SQ IN. MIN. REQUIRED VENTILATION .5X 1052.64 IN UPPER PORTION OF ATTIC SX32 SO. IN. OFF RIDGE VENTILATION AREA 115 SO, IN. PER VENT 52632 /M TOTAL# Of VENTS REQUIRED = 45767 OTAL#OF VENTS PROVIDED 5 'AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL NO OVERHANGS INCLUDED ------ ------ ------ 12 b REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FNISH 3'-8' BRG. HGT. 8'-S' BRG. HCsT. N 0'-0' FIN. FLR , °+ OV-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH I 45 I I Trr I I I 1 I 1 I I I 1 1 �00'-0' FIN. FLR (� RAISED BAND RAISED BAND � I A)LOUVER DETAIL SCALE: 1/2.I' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774.4078 www.abdeslgngroup.com AA N: 0003325 t a I UDDIV. As LOT:SILVERADO LOT #5 BLK #7 ROJECT* 04128.002-05071 MODEir 4ENB "1751— NEUVILLE" GARAGE BMING: LEFT PAGE: ELEVATION I'D" 50 MPH EXP. A pRMT DAM 01/17/19 >sCALE: 1/4"=1'- 0" BFIEET A2D 4 ELECTRICAL LEGEND BYM. DEBGRIPTION _& TAIDAM SWITCH -4 -WAY SWITCH .4 -WAY SWITCH IMIMER SWITCH HB BUTTON ISCOHVEGT T TAT ECEPTACLE 02DW20-AMP OLE) r,:LE RECEPTACLE EX RECEPTACLE(ECUIPPED ND FAULT R/TAN'1PER RE816TANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) 41: XTERIOR WATERPROCR(GFI PTACLE (GROUND FAULT TERUPTER) 10V C.UADPLEX RECEPTACLE ® WV DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE CTOR) L MOUNTED Lr.W ILMG MOUNTED LIGHT T LKTHT OOD LKd4T SCONCE PRE -WIRE T PAN WITH LIGHT (I CPM PER SO. FTJ am 3 BOLD LKWT FIXTURE &BBB 14 BULB LIGHT FIXTURE aBSSBB16 BULB Lw4T FIXTURE 'TRACK LIGHTING TTIC LIGHT WITH PULL CRAM RCABINET LKiNT ® 'x4' FLUORESCENT 1-15,014T (RECESSED) m 'x4' FLUORESCENT LK•HT (SURFACE 'x4' FLUORESCENT LIGHT (RECESSED) x O CE66 LIGHT • CESS Lk&4T (VAPOR PROOF) ILMG MOUNTED Lh2HT WITH J-BOX OPT. PAN ECTRICAL PANEL (FIELD VERIFY OCATION) -BOX (WALL MOUNTED) -BOX (CEILING MOUNTED) (LING MOUNTED PAN 0 MNT FAN (I am PER ea PTJ JACK DETECTOR (CEILING MOUNTED) ® MONOXIDE kQ9lLWm MOUNTED) N E6 El om N JACK E 4 PORT LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PARE -CONSTRUCTION MEETING. • ALL B 4 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 OPM INTERMITTENT PER TABLE MBOTA OF PBCR NTH EDITION (2011) • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT•MTERJPPTER PROTECTION PO! PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC GABLE AS NEC 2014 ARTICLE 300A(DX2) • ALL RECEPTACLE TO 15E TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AlD T81i OF LIfi14TING MUST BE ENERGY EFFICIENT TYPE PER RBQ ENERGY CONSERVATION (RESIDENTIAL ENERGY EPFIGIENICY) 2O1T. bih EDITION R404) PATIO OWNER$ PRE -WIRED sum CLG FAN GREATROOM E PRE -WIRED 10 CLG FAN A 6 O ----————— — — — — — — OUTLET --- __ -- �tMIEN -- FOR DW i T I L�-J it i z�z GFI GFI II LAUNDRY --- WIC. I GFI IL SWITCH IN l7� I OWNERS I HOOD WIRE W/ CABINET RATH OUTLET FOR — — — J FUTURE MICRO. _ A RANGE 0_ I PANTRY BS1 DY/ =-r== I / � $I �`. BDRR#2 PRE -WIRED \TI C . .7 CLG PAN S O I /.. 19/�O / PRE -WIRED O I • i CLG FAN 42'AFF. P.B. FOR • � — — — — — GARAGE DOOR — — a PE WALL MOUNTED ; FOYER BATH#2 ODE LDGL LICsHT W/SWITCH IN C gel ATTIC / Ski I LE GARAGE WWP419 /�� \ -- J YY�' METER �.( • FIELD KEYLESS VERIFY Q FIXTURE _ LOG IRRKsATION pllp BDRM#3 OUTLET • OHS "G 48' AFF. OUTLET i Ulp I I P.B. FOR CHIMES GFI � I PRE -WIRED CRY CLG FAN I I A OPT. ----- COACH LOOT �'----� ELECTRICAL PLAN SCALE: 1/4' . I'-D' PANEL: A PANEL: 42 OW brakes VOLTAGE:120/24OV-lPh MAN: 150 Amp M.L.O. FEEDER: 3. N7.0 Cu Th VM & 1-R6 CU(G) in 2' C. CR 3-040 AL THM & 1-R6 Cu (G) In 2 C. win be w W w,ft a:p4t a wn. Deal an w Not. wk. i/2 1 m S 1W) 1 2 •CCo Rot 6e 2 Ni 012 1 A l k ilNICE I= 3 4 .2 1 A 6hm A•p3••. Im 6 e • KOD I%ha p 26 2 no i12 1 m Im T 012 1 A AFCI I= 9 io IM) 0. ?0 1 .2 i/2 1 20 Both ON In I= 11 12 Iew DkdraM• GFI x / H2 04 1 16 F Itp Fkrlwl/9Wn AFd BBD 13 14 m D1­ w 2 mo H4 1 16 Onot Raamlpn. 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GENERAL NOTES: A ELECTRICAL MATEIRIAL6 AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PWM610N6 OF THE mCRssLi EDITION (20171). LOCAL CODES, AND ALL LOCAL POWER COMPANY REEQUIPIMMENTS. B. ALL CONDUCTORS SMALL BE TYPE THHNRFMN UNLESS NOTED OTHERWISE POWER CCMPA TRANSPORMER GRADE PROVIDE BO AMP, 001240 VOLT, 1 PHASE SECONDARK ELECTRICAL. SERVICE. PROVIDE D N COPPER (CU) IN 1412" DIA 6014EDAE 60 PVC CONDUIT OR PROVIDE D 42A0 AL.U'MROM (AU IN 2" DIA 60EDULE 00 PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 30710 CU. THM . R& CU IN 2' CONDUIT OR 3 %0 AL. THIN- Pb CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG: COMBINATION SERVICE BO Al" DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA SS ENCLOSURE MLO PANEL BOA//P TELEPHONE Ww4m CABLE 11ILEVISICTI ENTRANCE SERVICE SNTRANCS mour'IL'NT EGISPMENT j INTERSY6TEM BONDMO TERMINAL AT LOW VOLTAGE CONNECTIONS 1 •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED ROOTER STEEL PER ELECTRICAL. PROVISIONS OF THE PECK &U4 EDmaN naT) SN' DIA X S PT LOMC COPPER CLAD GROUND ROD L441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH:407.774-6078 FAX 407-774-4078 www.abdeslgngfoup.com AAA: 0003325 W 18,,,,,, BUBDM at LOT: SILVERADO LOT ##5 BLK ##7 PROJECT CT MODEIe 4ENB "1751— NEUVILLErr CARA018 aWWQ: LEFT PAGZ: ELECTRICAL PLAN 50 MPH EXP. 5,4 7 I A N D � 01/17/19 BCALE: 1/4"=1'-0" 8*1z 'T E1 FI6 N -------------------- LAY. I Fc--aF=====7 ii - bPT.i 1 i OPT. 1 p n LAV. I • • I SINK W — I I iv I RANCsE 3VX&2 8NUNt PAN — I I I I I e I I I I I O I ° I I L ----- J -- m I I � KITCHEN I LAV. FFF SINK W/ 2' V.T.R. A. AUTO VENT /I' Q I 'a e 2, 1IR. 1 v.T.R ! I I/2' 31'-4' 3'-6' 1'-11' I' -II' � i��i1* IWAB�FIER IIl1'�2, _ T i — — _ 1 1/21 2' I I/2� 2' 2' LAV TUBj 2, WC. LAY.?' \'I I 3' 3' 2' = 2' ILAV. BHWR 3' 3' 2� WO 3' 3' 2 3. C.O. TO 4, MAIN -------------------- PLUMBING RISER PLUMBING PLAN SCALE: 1/4 a I'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 S BUBDIV. & LiOT: SILVERADO LOT #5 BLK #7 PROJECT# 04128.002-05071 UoDELJ 4ENB "1751- NEUVILLE" GARAGE 9WMG: LEFT PAGE: PLUMBING PLAN 50 MPH EXP. Bj HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATINGG, ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2.3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FCC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FCC 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 MFG. RECOMMENDATICNS AND FCC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. If. DRYER BOOSTER TO BE A PANTECH DBF BOOSTER FAN OR EQUAL. FANTEC 4 DCF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. ATTIC AIR SUPPLY AIR HANDLER :�_Pl EVAP. TRAY NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID REFRIGERANT LINES EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER POOR 6TH EDITION (ton) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS //-- REQUIRED WADE INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC (D LOOR SLAB CLEAN -OUT (TYPj LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE• SUPPLY TRUNK — BROKEN LINE• RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO GONG. W/ (2)-3A6'X2' TAPCONS CONDENSER SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 0SXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN CONO. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING I'-6' EEC SPEC. rVSEE -a'X8'CONC. FITT EIT:EN61:01TO SOIL OR AS REQUIRED I)EXT. GROUND CLEAN -OUT (TYPN) MECHANICAL PLAN SCALE: 1/4 • i'-0' i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA 8: 0003326 J �NIII1' e�um sunDiv. as Lolil SILVERADO LOT #5 BLK #7 PROJECT* 04128.002-05071 MODETA 4ENB "1751- NEUVILLE" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 50 MPH EXP. ��.R F.re� 1 2X4 TOP PLATE r'EA Y R'RE•RAB TRU88 U2' CLG. BOA.® 2X4 WOOD STUDS *24. O.C. SLAB FIN. PLR TIONS SUPPORTING HUNG PLUMBING 2ES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16, O.G. OR NOT THAN 2x6, WHEN ED NOT MORE 24' O.C. TYP. INT. WALL ( NON— BRG. ) D1 SCALE: 3/4'.I'-D' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.LI ON J' O.S.B. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -Eh* TRUES T-of4-. MTL. DRIP EDGE 2x FASCIA PERELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR� v 2 SAS, GYPSUM BO OR VJ' HKsH STRENGTH CLG. BOARD SEE ENEIGsY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1INSULATION �WINDOW ATTACHMENT AS PER MANUS FACTURE SP SPEGIFICATIGNB REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. S' cm 1/2' GYP. WL. BD.� WOOD BASE n W/ WINDOW OPENING N S• DIA. SLEEVE, DO NOT CUT PE DCND DEAF. NOT CUT SOLID GROUT Tpe BOND uv rU 50,W (V COURSE - REDARS A PIPE THROUGH BOND BEAM SCALE. 9/4'.I'-O' FIBEIR•sLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS0511 ON I}' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY J, 0'-0' FIN. FLR a �aLYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.IJ - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 5 1—STORY HIP BLOCK WALL l2) LAYER IMDERLAYMENT SYSTEM D1 SCALE, 3/4'•1'-0' 18 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT 18 PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 P KEM 11ow aA• u� aw •ar'.Lso. IaD MAIN 2B GAS LINE THRU BLOCK �eALs, w•.rs• FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.0 ON J' OAZ, SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/1' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY D' CrU VY TNIO( 2 COAT - nORM1.Mo Colmr PLAWW APPLoo oull LT TO MAGO f Rtn TO A0W pma s GARAGE DOOR JAMBS D1 SCALE:I I/2'•I'-fd' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS—\ STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE -ENS WD.TRUSS — CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION Ir \ S/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPEGFICATIONB Ix2 P,T. FURRNG— STRPE • 24' O.C. 1/2' GYP. ILL. 150 - WOOD BASE— n W/ WINDOW OPENING ri WiR BEAD cm m FIBERGLASS SHINGLES OVER s30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWD.I.1 ON I' 0.88. SHEATHING OR Ij' COX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE ON. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY La" W-0' FIN. PLR. a B TYP. WALL SECTION NO OPENING (1)1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-O' 1441 N. RONALD REAGAN SWR LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdoeigngroup.com AA M: 0003325 8 r 0 stn3DIV. Se LOT. SILVERADO LOT #5 BLK #7 PROJECT* 04128.002-05071 MODEla 4ENB "1751— NEUVILLE" GARAGE S!/IIJG: LEFT PAGE DETAILS 50 MPH EXP. DJ wT nv w1A A r" a 01 17 19 DATE / / SCALE: 1/4"=1'-O" D1 4' EFMMMX11 T MIN. "wm FLOOR TO SECURE 2.4 ON FLAT TO DLK W/ CUT NAL& SIDE6, 2X& GARAGE DOOR DUCK W/ (5) m JJW' A -DOLTS 4' 0110E0MDLT MIK W/ 2'X2'1dA UL49mm NO NR SPACED EVENLY PPWM ILCOR TO GARAGE DOOR FOR IN JOIRM PRIOR TO FILLWf I.2xb PR DLOCK • CENTER OF ® DOOR HEADER WKI)V"' J-DOLTS 4' E SEDMENT W/ 2'20')di' WASHER AND NUT. 14 I."x... [IN MAKFAC70RER'S NSTALLATION INSTRUCTIONS U91EUD SUCH WTRUCTIONB ARE MORE GTP04M T GARAGE DOOR BUCK ATTACHMENT tGIN. N'•1'�• t% TL� I'X4. OR I'X2' P.T. NAILER ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME t EXTEND 1-4-INTO BLOCK V %- TAPCCNS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN V OF EACH END t 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 A FOMW TO BLOCK +3 4 OR +5 4 \ZJSCALE1 KT . 2X4:s SECURE TO BLOCK W/ i{s' TAPCONS OR (MIN. SHANK SIZE .145 MN. HEAD SIZE -400 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END t 18' O.C. MAX SPACING. 2X6:m SECURE TO BLOCK W/2-IV TAPCONS(MK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END t 8• CMU 18' O.C. MAX SPACING. V DRYWALL 2X8,m ❑ I•X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-2)(6'70T=TAC44 CASNG TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 JAMB OR WINDOW MR EMBEDMENT IV) TO 2X PER WITHIN 8. OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX SPACING. 2X4= SECURE TO BLOCK V i(S' TAPCCNS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN V OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX BPAGING. MUST BE ON OUTSIDE t 2X6t= SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL !4' TAPCCNS TAPCON MIN. i Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE JAM D, cm MIN. EMBEDMENT I Yi) - DRYWALL WITHIN 8' OF EACH END t 18' O.C. MAX SPACING OR I'X2' P.T. NAILER 2X8:m SECURE TO BLOCK W/2-%. )6' O.S.15 X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CARING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURER DETAILS. IB' O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED 4 ) DOOR JAMB TO BLACK +1-Nip" A TO +1-15 8 C SCALE, RT . 2X4,n SECURE TO BLOCK W/ 1J((,' TAPC0NO (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IW O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO CLOCK W/2-%' NON-STRUCTURAL TAPCCNS TAPCCN MIN. 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. CM 8. OF EACH END • LL JS DRYWALL IW O.C. MAX SPACINGx 2X6m ❑ PTNALER TO BLOCK W/2-%' NGSECURE TAPCCNS tX4'R (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT 1 Y49 TTACH TO 2X PER WITHIN V OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-1 2" DOOR JAMB TO ffiOCK +2 1�} MDILIOW TO BLOCK +1-1 " WINDOW TO BLOCK +2 1/4 " ALE, N.T.B. D SCALE, RTA 2X4= SECURE TO BLOCK W/ Vo' TAPCCNS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END • NOTE: STRUCTURAL 2X 18' OZ. MAX BPAGING. MOT BE ON OUTSIDE 4 2X6so SECURED THROUGH SEA BLOCK W,2.V •NON-STRUCTURAL TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT I Y49 - DRYWALL WITHIN W OF EACH END t 18. O.C. MAX SPACING. •X4' OR 1'X2' P.T. NAILER 2X6mt SECURE BLOCK Wl2-%' STO TAPCON DOOR CASING (MIN. SHANK SIZE .145 MIN. H00 HEAD SIZE 3 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN W OF EACH END t ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. "v,s� a4" 4►Nib ro puesf.,ret roo nm oc�x•, DOOR JAMB TO BLACK +3' E SCALE, N.T 2X4m SECURE TO BLOCK W/ Yw- TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT 1 Y4 ) WITHIN V OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6=o SECURED THROUGH SECURE TO BLOCK W/2-Vo' NON-STRUCTURAL' TAPCONB(MIK SWANK 812E TAPCCN MIN. 1-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I49 8. CI'fl.l WITHIN 8' OF EACH END t JS• DRYWALL 18. Or. MAX SPACING. ❑ I-X4- OR I'X2' P.T. NAILER SECURE TO BLOCK WR SECURE 2X SECURE TO TAPCONSCMIN. BNANK SIZE IiE STRUCTURAL MEMBER J43 W/(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END t 6' TO V O.C. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACH END t DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3' n BDJDON TO BLACK +3' ' SCALE, N.T.S. 2X4= SECURE TO BLOCK W/Y4 TAPCONS(MM. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE t 18' O.C. MAX SPACING.& SECURED THROUGH 2XG, m NON-STRUCTURAL t(r' SECURE TO BLOCK WA-1/4' TAPCON MIN. IY4 TAPCONS(MR SWANK SIZE EMBEDMENT INTO BLOCK .145 MR HEAD SIZE 300 , CMU MIN. EMBEDMENT 1 Y4) )j' DRYWALL WITHIN 8' OF EACH END t ID' O.C. MAX SPACING. •X4' OR I'X2' P.T. NAILER 2X&S SECURE TO BLOCK WA-1/4' }Is' O.S.B. X 4' MIN. TAPCCNS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER W O.C. MAX SPACING. MANUFACTURES DETAILS. non. w+rN=o ro'ues tr<t,00 nor s,•cs:9 x•, DOOR JAMB TO BLOCK +3-7/18' G 11DiDOK TO BLOC +3-7 18" 2X4m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' OF EACH END • NOTE: STRUCTURAL 2X 18' O 18' O.C.MAX BPAGNCs. MUST BE ON OUTSIDE t 2X6,m SECURED THROUGH SECURE TO CLOCK W/1-1/4- NON-STRUCTURAL V►' TAPCCNS TAPCCN MIN. I -A' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' cm WITHIN 8. OF EACH END t K• DRYWALL 18' O.C. MAX SPACING. ❑ 1'X4' OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK WA 1/4' ' P.T. X 4' MIN. TAPCCNS OOR CASING (MIN. SHANK SIZE .10 MIR HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3 3/4" H W CK +3 3/4 " E: N.T . 1441 N. RONALD REAGAN 13L LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com L AA S: 0003325 N 0 3 BXMDIV. ae LOT: SILVERADO LOT #5 BLK #7 PROJECT* 04128.002-05071 MODEL z 4ENB "1751- NEUVILLE" GARAGE OWING: LEFT PAGE: DETAILS 50 MPH EXP. DA E: 01/17/19 DCAL C: 1/4"=1'-0" aLEIELCT D2 PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 11/31/2020 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 1732S.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/1/2020 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 142S3.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL17676 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FLIS332 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 1S353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL S678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 1S279.S CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 107S8.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 23223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 31/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 1S8.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR S/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLO RIDABUILDING.ORG CONTROL DATE: 01/14/2019 i441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdeslgngroup.com L AA M: 0003326 anon; sysa:v as LOTS SILVERADO LOT #5 BLK #7 Pmj=CT# 04 28.002-05071 xoamss 4ENB "1751-NEUVILLE" CAaAam swtr701 LEFT PALM PRODUCT APPROVAL 50 MPHIEXP. n PIEIPOR'ED CONTROL JOINT— PLANGE OF CONTROL JOINTS TO SE WRED TIED To LATH a V O.C. MAX (VERTA NQ$a DO NOT PASTM CONTROL JOINT TO WALL EVEN IP STD EXISTS BEYOND EXCEPT STAPLES Wi ' LEG MAY MJOINT USED TRIP. DURIING INSTALLATION —� FASTERS TO DE SPACED • 1' O.C. MAX VERTICALLY \� �Mn 3 COAT CEMENT UM LAYER 9, FORTIRDER OWLOMG PAPER APPROVED METAL LATH FASTENED E1- (VERTJ = MAX AT SUPPORTS WqS LAYER Pl, STUCCO WRAP WOOD SHEATHING YTo I• LATH SHALL NOT In Co""J" a•ro s• n A•ror n TWROUG14 CONTROL \ JOINTS OUT MALL DE STOPPED AND TER EACPOR H SIDE. Pill 2X4 B-OCKW. 1.10)A ADiM CIVa3 J0 PLACED FLAT MAX, a' TO a' \ PROM CONTROL JOINT WHEN CONTROL JOIN FALLS ON NOTE, L PASTENM I = LATH TO BE NAILS / aTRICTRAL STUD OR �. STAPLES IN COMPLIANCE W/ ASTM CN063 2. WNW TES TO 0E (PRO. IS) 0041S' WIRE / 1 3. OLOOCING SNOM MAY BE IN ADDIT�py TO WALL SIDS REQUIRED PER PLAN / \ NOTE, APPROVED GILDING uFAP SMALL BE LAPPED A MINIMUM OF W • VERTICAL LAPS (ROLL ENDS) A V • HORIZONTAL LAPS. ALL SEAF16 NEED TO 9M TAPED WTH FORTIDER "ATNINS TAPE LATH VERTICAL LAP TO ISE I' n non �— METAL LAIN WEB LAYER I, 6711000 uItAP • M, PAKRLA P1LY � \BUILDING PAPER IRDER/ \ I PAPER LAP ecALE.INn•.r-o• OLIq.O PEtyp IPLA O 2.CIOAY R.S .A ®� ® Q KIC KO UT DETAIL PPOL�o • OL P0.D NE.IO I ® t POLO YNRP • PT. A P(. A L OKAY . fR. a L eI�AEa . Pr, e 1 CLAN . R.O L POLO R. O OVER PT. a TILL R.O TOIIOBI EOTTa1 R.YIY M le19 amfOF ~ANO INTER T EALOAD, POQ El i• TNIOC 3 COAT CEMENT PLASTER QRI=E NM 2 COAT CEI•ERF PLANYM (CPU) Wm LATER 9. FORT GSA! BALDING PAPER ((R" MLY) YPIB LAYER P. STUCCO URAP(Rwu ONLY) LAP LATIM CP EIIUc1ft ~ OVER RALPtl PLAlNL )TOP r I ON LY FR"oncm as WLL RJMEtl KOC-= PLAS14MM (YE OVAL) t' (ELT I2NOERA WAIEI. TIENi YAL n.D CR At IwTALL wa(Cur EIaMELE IPOCPIn AT ROTTaN Q ROOP . ow EOEE. CVEIE.AP Eu.L N1ER2rr.1ICw 0<11M W.NLOS INEATNNa FEIGIAI4CALLT PAI IA B6AP I• MN LAP, 4• ALL', 6105 LAPS OP METAL PLASTER BASES SMALL OE SECURED TO FRAMING F@'EERO. THEY SHALL BE TIED BETUCEN SUPPORTS WTH 0041E-NL (I]I-M ) WRE AT INTERVALS NOT MOIUE THAN O• (221-M ) AS PIER ASTM CW63 1D.1. NOM FOR REPAIR OF TEARO IN III LAYERS, TEARS MAY OC PATCHED WA40 E WRAP TAPE PER MAIL. OPEC. OR PEEL 4 STICK WOOD SHEAT BUILDP PAPEP STUCCA C3 COAT CEMENT METAL LATH UFO LAYER -2, FORTPIDER BUILDING PAPER WUB LAYER I, STUCCO IFAP WOOD SPEATHIVG 11. MR WOOD SHEATHING OR CP1LI WRB LAYER 7, STUCCO WRAP (FRAME ONLY) '{' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) 'METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED Z S'X9' 'L' TYPE CONTINUOUS F GALV. METAL FLASHING s y (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS Y"L" FLASHING N.T.S. 4k4• 6ELP-ADMERMd6 MEIN PLASHING (COMPATIBLE UV WRAP MATERIAL) OVER APPROVED HOUSE WRAP. CUT AND OVERLAP ONE SIDE OF SELF-ADFERIIG PSSMORANE PLASHING STEP 01 INSTALL PAOTEPERS (CLIPS, STRAPS, STAPLES) AS — Fm=lU@D TO SECURE PIPE/ IUIRE TO PRAMING PIPE N.T.S. 4• aka' SELF -ADHERING ME'PBRAPE FLASHING (COMPATIBLE W( HOUSE WRAP MATERIAL) OVER 4'R4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED wom ~ BASHING TO [208CJ ONTO PIPE ONE LAYER'2. RWPUMM OUILONS PAPER FETAL LATI aka' SELF -ADHERING MEMBRANE PLASHING OVER 4k4• SELF-ADFERIq MEMBRANE PLASHING OVER APPROVED 4'xW SELF-ADPERMG MEIORANE RASPING OVER APPROVED HOUSE ARM, FLASHING TO 6(TEINO ONTO IMPE %* CONT. BEAD OF SEALANT INSTALL APPROVED HOUSBIRAP AIR WLTRATION BARRIER OVER GHEAT14M ELASTOFEItlC COATING OVER STUCCO) C.V. PHSN (SEE TYP WALL SECTION) SECTION PER SECTION PMT P' brl.MYIE wo pwmwm Fxbrior ofperUcem'n .ndt Pleel.r It'll mmply.th the .PP2cPI- .q. at ASTM C 928-12A. 1n lla ion oreabnor laBNnp'nd (nmkV atoll y xHM ASTM C 1083-12A TION DETAIL (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) Q WRB LAYER 02 (FORTIFIBER — ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO •�� A SELF—ADHESIVE FLASHING — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R703M11 / A5TM C-647-0% MIN. 2.5 L55M PER 5Q. YARD (UTILITY OR NOMINAL LATH FOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,8078 FAX: 407-7744078 wwwAbdeWgngroup.com AA O: 0003325 , a IP BvaDiv A Z LTSILVERADO LOT #5 BLK #7 ROJECTQ 04128.002-05071 MODELA 4ENB "1751—NEUVILLE" GARAGE 811MG: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. DitiNT A1'E: 01/17/19 eCALE: 1/4"=1'-0" BHEET WA.1 BACKER ROD WRB LAYER q, An rr� RIRAP INSTALL 6' SELF -ADHERING MEMBRANE PLAS14MCs OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, 1. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN SED 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 VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL S,Yi CAULKING- JOINT ALLPER SECTION R703.T Ex*lor Iathby and pleeteRlnG Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT ]' THICK, 3 COAT CEMENT PLASTER METAL LATH WRD LAYER et, FORTIFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT (FRAME) WOOD SHEATHING WRD LAYER h, BTU= WRAP WPM LAYER 4, FORTIFIBER BUILDING PAPER WOOD - CONSTUCTION -METAL LATH a' CMU VINYL CASING BEAD 6' RAISED BAND WEEP SCREED L STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e TOP 4 SIDES 9 DRYER VENT (BLOCK) 15UILDNG PAPER OVER 'QUICK FLASH' r —I PIPE THROUGH / WALL 1 6' ULF ADHESIVE — FLASHNG (INSTALL PER MANUF. SPECS.) BUILOMG PAPER — LNDER 'GUIC K FLASH' —'WENT PENETRATION SCALE: N.T.B. 6' WIDE STRIP SELF El ADNE&VE FLAbWM CLEAN MASONRY BEFORE APPLYING Z PLA 4M ELEC. METER FIELD VERIFY LOCATION El Eft I ELEC. METER FIELD STONE VENEER OVER aCRATCH COAT rl\VERIFY LOCATION HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER a2 (FORTIFI5ER — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-641-0% MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) CONSTRUCTION WOOD SHEATHING WIRE, LAYER "I, STUCCO WRAP WRB LAYER 02, F-ORTIP15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ya' TO Ya' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME,. APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES AREA TO RECEIVE — STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 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 14CUSEWRAP FOR BOX INSTALLATION WRS LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FM EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI' SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 Rod WOOD SHEATHING WRB LAYER M, STUCCO WRAP UIRB LAYER 4, FORTPIDER SUILOMG PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER - '1' O.C. MAX 76- TO 14' MID -WALL „�e� -reeen 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH - MASONRY `7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UM LAYER 01 STEP #2 WRB LAYER fl, STUCCO WRAP APPLY 60 MIN IWx GRADE 'D' FELT MEMBRANE MEMBRANE FLASHING FLA OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) 10 METAL LATH STEP S STEP #& OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FA)L 407-7744078 wwwabdeslgngroup.com AA X: 0003325 h IP BV8DIV.SILVERADO LOT #5 BLK #7 ROJECT# 04128.002-05071 UODEZ. 4ENB "1751- NEUVILLE" GARAGE ElWMG: LEFT 1PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. Pan" A 01/17/19 SCALE: 1/4"=1'-0" aIiEET WAS WOOD SHEATHING WOOD CONSTRUCTION —� i'; HAT CHANNEL WAY TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER 9, STUCCO WRAP J' THICK 3 COAT CEMENT - PLASTER WRB LAYER 9, STUCCO WRAP WRB LAYER Q, FORTIFIBER BUILDING PAPER i' THICK, 3 COAT CEMENT PLASTER 6' SAP. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAM nFF:aP Srrasan 6' SELF-ADWRI EMG FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER 9, STUCCO WRAP ' U1RB LAYER 4, FORTIF nl BUILDING PAPER 717 WRB LAYER 9, ; FLASHIYa WRAPPEDSTUCCO WRAP �a ; • CORNER OF CANTILEVER AMICO AM66-WFWC-TS® n, 4' POSITIVE DRAIN CUSTOM CASING DEAD WEEP SCREED NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL.® CANT. BCALZ I V2'"1'-& NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / A5TM C-84"1-013, MIN. 2.5 L55. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 9 3/4 RESILIENTYDARRIER42 WEATHER RESISTIVE HAT CHANNEL I' THICK 3 COAT CEMENT PLASTER METAL LATH 5/6, TYPE 'X' DRYWALL WltEXTURED 4 PAINTED 1' WOOD SHEATHING FINISH J. THICK 3 COAT CEMENT (2) 2xT2 HEADER PLASTER 11D DRIP EDGE INSTALLATION (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CCNSTRUCITON WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 4 VINYL CASING 6EAD J' THICK 3 COAT CEMENT PLASTER 5/S' TYPE 'X' DRYWALL METAL LATH UJ/TEXTURED 4 PAINTED WOOD SHEATHING FINISH I' THICK 3 GOAT CEMENT HEADER/BEAM PLASTER @QRIP EDGE INSTALLATION EXT. WOOD FRAPEC WALL SUS -FLOOR DECKING PRE-ENG'D Tmw WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE. BARRIER 4 i' THICK. 3 COAT CEmEN7 PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL J' THICK 3 COAT CEME PLASTER LINFIELt� C.Ap IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @pAANUILEVER DRIP EDGE 00021010 DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER ...... - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - FINISH LAYER (2 LAYER PEEL 4 BTICK)- 6' PEEL 4 STICK • DRIP EDGE TO DECK I K'XI V4 P.T. OR SIMULA WOOD (TREX) FILLER CONTINUOUS WATER PROOFMG btl\ LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL • STICK • DRIP EDGE TO DECK—, Ye GAP FOR BACKE�/ ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL • STICK) 3/4 RESILIENT HAT CHANNEL x W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD .I G 3' X 3' 26 GA ALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, JV MR SPACE FROM DRIP FACE TO TREX Y; GAP FOR SACKER ROD 4 SEALANT VINYL CASING BEAD WEATHER RESISTIVE BARRIER 9 .P WEATHER RESISTIVE a4"At"'�D BARRIER -2 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3126 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANTJV MIN. SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER *2 4' POSITIVE DRAIN w9ge A/_CaEr] BALCONY DRIP 11 EDGE INSTALLATION 7L.UMN SHEATHING EATHER RESISTIVE AM\MER 9 FATHER RESISTIVE AMMER at SAP. \ -EEL 4 STICCK 11(t'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I JV X 3' 26 GA GALV. METAL DRIP EOGE SET IN FULL BED OF FACE TO TREX Y4' GAP FOR SEALANT OPT. BACKER ROD. — MODIFIED W 3/4 RESILIENT HAT CHANNEL 5/0' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FIT 1' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER rt EXTERIOR COLUMN COLUMN SHEATHING 6' SAF. I lYx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I )f' X 3' 26 GA GALV METAL DRIP EDGE SET IN FULL BED OF SEALANT,V MIN. SPACE FROM DRIP FACE TO TREX WATER PROOFNG lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER PLAS R3 COAT CEMENT METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN WEEP 2rjua VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF N OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"T." PT.ACT-TTTJ(-:) 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 I/2" CORNER BEAD FASTENED TO SHEATHING ® 'iO.C. MAX. {F N WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WR5 LAYER 02, FORTIFIBER BUILDING PAPER (14A CORNER BEAD (9) FRAME �zvz'11, CORNER BEAD (FASTENER 4 SPACING E T O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ONLY) 14-B CORNER BEAD ® BLOCK WOOD SHEATHING METAL LATH EW FOR WRB LAYER 01,i STUCCO WRAP ' WRB LAYER 02, FORTIFIBER BUILDING PAPER ; i THICK, 3 COAT CEMENT F i PLASTER 6'SELF-ADHERING FLASHING ' (EXPLODED '4 ':. CLARITY) WOOD SHEATHING WRB LAYER 01, [aS afl$T� WINDOW FLANGE WR5 LAY BUILDING METAL LA i' THICK, PLASTER V SELF-, FLASHINI DRIP C. WINDOW , 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7748078 FAX 407-7744078 www.ebdeslgngroup.com AA 9: 0003325 0 F a stmErV. & LOT SILVERADO LOT ##5 BLK ##7 PROJECT# 04128.002-05071 MODEL: 4ENB "1751- NEUVILLE" GARAGE EWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. DAINT 01/17/19 sCALE: 1/4"=1'-0" SKEET WA3 WOOD SHEATHING WRB LAYER 01, — STUCCO WRAP 'WRB LAYER 02, K BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER 01, — STUCCO WRAP ANYL ANGLED GAP Ty P �' THICK 3 COAT CEMENT cASNG DEAD PLASTER To TRIM METAL LATH IX TRIM MEMBER STUCCO TO SIDING TRANSITION UFO LAYER WOOD SHEATHING PAPER 5UILWOOD WOOD SIDMCs SHEATHING WRB LAYER "I,p. STUCCO WRAP WRB LAYER 02, FORTIF15ER $TTUC=WRAP WPM LAYER'I, STUCCO WRAP BUILDING PAPER METAL LATH CASING BEAD THICK, 3 COAT CEMENT 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK PLASTER SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH THICK 3 COAT CEMENT PLASTER �� FLASHING DRIP CAP WINDOW FLANGE CASING BEAD (P WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER 9' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD WOOD Cl"TIUUCTION BEYOND WOOD 6WATN6IG WEATHER RC816TWE BARRIER'1 eEATwlR RESISTIVE i ' OARaCR -2 RASa�A. G STARTER 6TRIP I I \ GALV'D METAL K.4614M —'[ u.EA,TNnot Il616TIVE w' Jam_ 6ARItleR 4 FLASWINIS MIG GALV'D METAL W ILASWNG = TRIM rolMBER - WCASM Ir ` Iow TR" � v SEAL CoAP W CAULKING OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED �" THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-841-OS, MIN. 2.5 L55. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT WINDOW FRAME 2X FRAMING MEMBER WOOD 0"TIMICTION BEYQD 6W' FUNG WOOD 6NEATwm — ASHING / UNIATHM I,aS6TNE i ISTIV SAAPMERER \UPATWM / / UEATNER PRO16TIVS / r' MN. ABOVE TOP BARRIER 9 , , OF W F.A6w�6 VMS� i I WEATYWR RESISTIVE 66' 6ELPLP-A 4aRNG BRRI AER, 'T UEATHM W646TIVE / BARRIER a / - ` \ / 6TAWTER STRIP \I \`� an I ' GALR�FIN6 •Z'A6 \lusfaff / GALV'D ��� WEATHM RE616TIVE BAIMPI M TO LAP X �T'1!M FUJ"DEIt h9 6• W ABOVE TOP E.z eem vNrL zax �R FLEXIBLE PVC MR(uWN B�_�) ` '�Rn16 �� 6' SE i �BAIER �aarIVEJ.yJ �L B�4RIMBQAD VMYL CA61N6 CASING BEAD @ RAISED -// BWRATWEIIII VE R Zc PVC 17 A BAND ( FRAME) SIDING TO STUCCO —A"m VE SCALE: I I/2"=I'-0' ® FRAME TO FRAME TRANSITION 1 "7 THICK, 3 COAT CEMENT PLASTER METAL LATH a ,a WRB LAYER A2, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP CASING BEAD SEALANT TO WINDOW WINDOW FRAME WINDOW FLANGE J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 62, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER AI, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL CASING 2X FRAMING (Wl%' FLEXIBLE PVC BACKER ROD) MEMBER v I APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP EZ BEAD WINDOW CASING I LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER -- — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.6bdesigngroup.wm AA #: 0003325 AN 1 t a aysaty ee IAT: SILVERADO LOT #5 BLK #7 PROJECT# 04128.002-05071 HODEli 4ENB "1751- NEUVILLE" GARAGE BVfMG: LEFT 1 PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. TQIFORAtlLY FOD-P ( asom CUHouslo~ CL` tK FP DM AT 4S• ANSLE At W EAD MODINED 'I• CUTw IN wouom~ I • �• ALIGN PLAS14M INT. now °' WILL MO. LINE CP iwDaw FOLD wousm IN AT JAMS6 4 APPROVED HOUWEURAP MM SHEATHING OVER w STD UALL ELOPE NLL R STEP 1 NAILING FLANW AT JAMS6 EXTEND SILL MN F EXIM INLL X FLCXIEK! H.AWNING DO NOT WEAL eor1cm ---� RN STEP 6 E'EWMiCALLY FASTEN PANED EDai".(CLAP NAILS. WTAPLEW) INSTALL aupow \ FLEX~ AS THE M-AIWI G AT 7t-e SILL STEP 3 ax ADO- MVC EXIDLE K.AWHIN VCR DRIP CAP EOTO-IRAP r1mv) WINDOW FLASHING INSTALLATION DETAILS q (FULL WRAP) SCALE: NTS Y .rE NO DINT hIm I. IT 16 WE CONTACTORW RIaPONNULTY TO VERPY THE CO%PATISILITY Or ALL PRODUCTS NUDND CL WMIGMIRAP. 6EALANT6 ( W AP-ADIEW40 14AWHNG MAIMALS UGED 0~ O"TPWTXX 2. INSTALL ALL MATERIAL! PM MANIFACTUP R! MITTEN aPECFIG4TION6 e9ALANTO MAY REACT ADVERSELY IF NOT CO'PATI151-11. CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 11" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR PAIR SCFIEME SHOUN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTM*ICN BELOW T1E WINDOW OPENING REAL INTERIOR PERIMETER OF WINDOW WITH T 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH:407-7746078 FAX 407-7744078 www.abdosigngroup.com AA #-. 0003328 avHDiv a I.OT. SILVERADO LOT #5 BLK #7 [PIROJECTIll 04128,002-05071 MODEio 4ENB "1751- NEUVILLE" GARAGE 8wDJG: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 50 MPH EXP. Is ATE• 01/17/19 CALE: 1/4"=1'-0" KICUT WA5 of \ \ 2x(o SUB-BANt) W/I'x4' NOTCH i END, WRAPPED IN PEEL 4 STICK DRIP EDGE I` 7/8' TEXTURED I FINISH ® WOOD I �� 1/2' TEXTURED FINISH a CMU METAL FASCIA \� WRAP Y6' FROM STUCCO, I' FROM WOOD WALL \� EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 SUB BAND ONLY 1/8' TEXTURED _ PINISH • WCOD, 1/2' TEXTURED FINISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WQAP WOOD SHEATWWo x x x x x x OR CMU x x x x x x WRB LAYER h, I STUCCO WRAP(PRAME ONLY) x x x x x x x x x x x x — WRIS LAYER 02, PORTIFISER x x x x x x x x x x x x x - CUILDMG PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2x6 e� e,>rro cn ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP HDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT ©PL,4N B ONLY. FOR WALL OFF x SET OF COMPONENTS) ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) 1/8' TEXTURED FINISH `\\�\ iWOOD, 1/2' TEXTURED �/ FINISH s CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®E L E VA 1t (OI* I METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/J5'x4' NOTCH 0 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (& WALL SUB BAND DETAIL 0 WALL W/KICK-OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 4ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1U 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003325 0 C 3 w i C 2 ounDiv. Ae Mr.. SILVERADO LOT #5 BLK #7 PROJECT# 04128.002-05071 MODEia 4ENB "1751- NEUVILLE" GARAGE 81/7dG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 50 MPH EXP. D A1 01/17/19 SICAL.E: 1/4"=1'— 0" 8*EEET WA6 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +Z-0", SEE SURVEY PLOT FOR NOVO. 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 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS, 8. 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. 11.OINDICATED #5 BAR, GINDICATES 06 BAR,ENDICATES #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 -361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'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: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM 0476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WAM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Sth EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 WIAXW1.4 OVER GENERAL 3 1@" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. I TOP REINF. T.O.F. SHORT LONG FM-12x18 12' CONTINUOUS 18" - (2)#5s (+)0'-0" FMC-12x18 12, CONTINUOUS 18" - ( s - VARIES FM-12a12 12, CONTINUOUS 12' ) s (-) 4" TE-1 8" - s 1 #5 IN CURB (-)0'-0' FOUNDATION PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m AA #: 0003325 emm, BlmDIV. & LOT SILVERADO LOT #5 BLK #7 PROJECT# 04128.002-05071 MODEL: 4ENB "1751- NEUVILLE" GARAGE BTfUM: LEFT PAGE: FOUNDATION PLAN 50 MPH EXP. 50 PpmqT DATr. 01/17/19 BCALE: 1/4"=1'—O' BHEET s1 30" MIN, EACH WAY MONOLITHIC FOOTING } STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED r. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS g0 a )t CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS .�� s �. V. ¢ w aa m U w {'--� Ip �i s. �_ ` GARAGE DOOR RECESS cr o FM gO :a3 K W Z S' CMU wy O ¢ 6"CMU WALL v.. p CORNER BARS, SAME SIZE AS BAR W W e` g WALL Z _ ,v ] I IN FOUNDATION WITH 30" LEG EACH W 0'-0" +- d WAY AT ALL CHANGES IN DIRECTIONS U= N r� TOP OF SLAB AB TOP OF SLAB I .,, SO THAT THE STEEL REINF. IS CONTINUOUS . MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4' CHAMFER (iSTORY) VARIES . SEE SLAB SCHEDULE TOP OF GARAGE ` (� ' o LL CONTINUOUS STEEL MONOLITHIC � FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET • . AT ELEV. b W/ tl2" ISOLATION -,. JOINT (WHERE. #3 18' 5' CHAMFER (2STORY) pq P4 EXT. PORCH SLAB W/ 1/Y' ISOLATION 4" CHAMFER (1STORY) Il. ., 6" CHAMFER (2-STORY) • . : \�E/ p_a' APPLICABLE) i. SEE SCHEDULE JOINT (WHERE APPLICABLE) , Z •' i EE SCHEDULE °. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WXD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY N AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO 'EXTERIOR MONO-FOOTINGU,2"�EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 3l4"=T-0" @ GARAGE SCALE: 314"=V-0" 3 CORNER BARS DETAIL Y DOOR OPENING SCALE: 34'=l'-0" SCALE: 3/4"=l'-0" LAP TOP PLATE A MIN. OF 49' —may LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN uJ ZA OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2 6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE W O I No 2 STUDS SEE PLANS FOR L/fSECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE 2" CAPPED $ NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/29c9" WEDGE ANCHOR Wl7' BTM. PLATE TO BE PT. GALVANIZED PIPE O pQ, SECURED Wl2-PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATESECURE BT. PLATE TO W/FLANGE BASE J I EPDXY. MIN. EMBED PLATE EPDXY S12" EMBED. MIN. 0 16" OC SLAB W1106"01 $ 6", UNO USP SPTH4 OR SPTH6 BTM MAX. NAIL 16" O/C STAGGERED. STAGGEMASONRRED. o o FOLLOW ALL MANF. AND TOP PLATE ANCHORS W! r1_ in � SPECIFICATIONS FOR 10d x 1 12" COMMON NAILS _ USE AND FILL ALL HOLES, DO NOT USE SECURE FLANGE TO I- PREPARATION OF 10d x 3' W S PCOWN(3) 1/4" X 21/4" W K HOLE. SEE SLAB SCHEDULE SEE SLAB SCHEDULE ir 0'QQ- TOP OF SLAB=AND TOP OF SLAB ° 4" CHAMFER (1-STORY) 4. �—G' CHAMFER (2-STORY)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 FOUNDATION7 sCALE:3/4"=V-a' (W/ UPLIFT) SCALE:3/4"=ra' (NO UPLIFT) LAP TOP PLATE A MIN. OF 43' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" 0/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 i PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 0 O. PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. ¢ W Q In 3' CMU WALL Z - +- 0-0" POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) _ TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING +- -0" �I SEE SLAB SCHEDULE 10 DIA. USP 725OSD BOLTS 5" TOP OF SLAB Z Z - r MINIMUM EMBEDMENT INTO ` "ISOLATED"COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° ' CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH -- - FOUNDATION AND SLAB SEE SCHEDULE d� SEE SCHEDULE FOR WXD, BAR SIZE S / FOR MD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO (NO UPLIFT) 10 FOOTING AND COL. PAD �� BLOCK WALL CONNECTION SCALE: 3/4"=l'-a' 11 SCALE: 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 a 0 a h F ap StmDIv. as rol SILVERADO LOT #5 BLK #7 PROJECT 04128.001-05071 MODRIA 4ENB "1751—NEUVILLE" GARAGE SWING: LEFT PAGE: DETAILS 50 MPH EXP. D TE 01/17/19 SCAuc: 1/4"= V-0" SiIEET s1.1A DOWEL PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003326 i h L4 IV O C �e 4 sumviv. So LOT: SILVERADO LOT #5 BLK #7 PROJECT 04128,00 -05071 MODEL 4ENB "1751- NEUVILLE" GARAGE SMNO: LEFT PAGE: DOWEL PLAN 50 MPH EXP. DRMT ATE: 01/17/19 SCALE: 1/4"= V-0" afIEET s1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 1d' HOOK GROUTED BOND BEAM TIE VERTICAL REBARc VARIES PER ELEV. Z a. a ,. �- A . 7-1 TO HORIZONTAL To:AR'Z _ HOOK f a. a. a `Lv GROUTED BOND BEAM VARIES PER ELEV. •- ° Z . Q �n a a 5 • la N5 BARS � FEI td'HOOK I.. � 8" ° —ae _._ - a ��•� ��,a a CLEAN OUT REQUIRED R FOR INSPECTION m 0'-U' FIN. FLR. K O jj • TIE RREBAR TO HORIZONTAL 5, Ell REBAR W/ 1d' HOOK BAR SIZE 48 BAR DIA X . z OU #3 18' fl8 3d' *" CMU UNIT NS op I ARE NOMINAL SIZES 'Ik OFFSET METHOD CONTINUOUS BARSSIZE 488 B DIA MT 4z' HORIZONTAHORIZONTAL/VERTICALHORIZONTALNERTICAL METHOD R4 2-V w 3d' • lb MASONRY SYMBOLS SCALE: �l --- 3 4'�=,,-d. � REINFORCING ��; ;�. � G SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407.7748078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 M 0 O gtmDIv. at LAT: SILVERADO LOT #5 BLK #7 PROJECT 04128.001-05071 MODEia 4ENB "1751- NEUVILLE" GARAGE EWING: LEFT PAGE: DETAILS 50 MPH 12j. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HOG NAILS. SMALL JACKS < V MAY BE NAILED VI (10)dx 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 10d x 1 1/7' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL 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. 6. 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 ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 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 P8S36, .177""x2 7/8" LONG, WITH WASHER Q 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. HEADER SCHEDULE MARK SIZE S DESCRIPTION REMARK 1Q (2) 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.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. - FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) SIZE'H REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" 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 U-LINTELS N SAFE LOAD - POUNDS PER LINEAR FOOT 4_+_ SAFPLFOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH Nk enm stave s"ae eFps 4Pa40B eFsaas aaaaa LENGTH TYPE Bt18 BF8 RCMU TYPE LENGTH fi1T N"ar s124T stag WWIT I soar VWT mpar mart sawn ePs,T Vwv 012-IT saa r$ (42') PRECAST 2211 r$ Nz') PRECAST t025 1024 tw9 TO N21 PRECAST Im aee eve 4w meia 7m ,m me eve 4394 4m eta loot 40' (48' PRECAST 1980 4'-0' (401 PRECAST 705 789 1308 4'O' (4e") PRECAST tm nm m eeo wo m son tm ap am ma 4m Bap eon 4'$ (649 PRECAST 1899 4'$ (81� PRECAST 502 591 1073 W4r (541 PRECAST MY 2 W VV em 4m 4nt UM 1207 em eTa 4m 400 4711 em S4' (847 PRECAST 1217 SJ' (64') PRECAST 411 411 745 Ste' (44`) PRECAST tote to em ape em 31M 4m 1014 1ne ale em NO apt 46a S-Ur l'ro") PRECAST 1082 S-t0' CM') PRECJIBT 340 330 S1S 5-10' (70') PRECAST we , MIl ata eep 4w m M, M0 ap M 3W 410 r$ p59 PRECAST 9oe e$ cM J PRECUAST Q07 721 4911 I$ (M� PRECAST m ES ap, m 1407 Im 2m alp aM ant T$ On PRECAST 743 r-r On PRECAST 424 534 383 T$ on PRIKAST � as aae Ta ,Bat 1w NO 9m tea am 9'�4' (112') PRECAST W4' (112� PRECAST 320 512 230 9W (112') PRECAST en m 11 074 tN 21a El w m ma tm 1m am 2m f0$ (128') PRECAST 4" 10'$ (129•) PRECAST 254 491 100 110'$ (128•) PRECAST qe Qe eN , 141.11 ptt m ab ,tp 14n IM asp 2m „L• (138) PRECAST x2 W-C (/38) PRECAST 230 452 154 Il-C (138� PRECAST n4 w m taa 1a 171 494 m tan tm tm xta 1r47 (144I PRECAST 997 tr0' (141'7 PRECAST 244 402 IV IX-W (I"') PRECAST 470 400 Tat m , tm 4n m m ,m , o, em 13W (1So) PRECAST 298 IS-C (180') PRECAST 217 324 110 1" (100') PRECAST 4t4 m w 706 w4 , +ap m 400 7p III H /m ICO (188) PRECAST zM 14'47 (IOn PRECAST 205 293 100 14'$ (ISr PRECAST m m m 7M m t tm N0 4a n7 tm t ,ea 14'-8' OM PRESTgfi88W N.R. 14ti8' (178� PRE N.R �4 91 14'$ (175� PRE/TRF$8® ti m w m m m m m t m 151 tot 77a4 W-C (184') PRESTRESSED NR iS�' (iB4� PRlSTRE98ED NR 259 03 1ST' (1841 PRBi11E68® at m eta m m m ea m tp , Nt In M4, ,m IrW (2M PRESTRESSED NAL tia' pm PRE NA 194 64 ir-C On PREVRE88ED ,a 1a m m 40 m en 740 m M ta7 m 14n 19'i' Cam') PRE N.R .. Ir e' (En PRW'IRE = NR 148 62 IV PM PRES' ,a 1p m m m 4a 4W m w pt ea a7 lzu OEM 21'4" (268� PRESTRESSED N.R. 21'-C Mn PRESTRESSED NR 125 42 21'J• PlIn9 PRE to m m m ea m m m 480 nt m m m loW 2r$ W-) PIESf�BED N.it 2r47 (ffi4l PRESTRESSED N.R. 116 40 2r4P (204') PRESI to ,a ,a m m m m eta m m m m m m 24'41' Mn PRESIR�BED NA ..; Mn PREST ESSED N.R. 91 33 2V.W Mn PRESTRESS® 124 179 as 10T m m 4w 4N . m m m m ri m m w w tm tat (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. •ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR D(CEFD VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFAMRES SPECIFICATIONS - PROVIDE MINIMM 4 OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE* 1M126.03 Om000�:7 000000m oo�o®o 0m�0�00 mo��om� moo�s���! ��00000 moo�+��Q! mmomoom 0m�amo mm©0®C�I�Cu�°1 0�m0�00 00000 ooms>-�a000 ommo��!�r 000©omo oomomst�ao O�m�mO ©0�0000 DOmOm®0 D�0mOm0 ®�Om�Om �0�0�00 ©O©DODO 00�0�0 �000�00 O��OmOm �0��000 "8F18-lT/0M/0B "- • w 8F16-1T/OM/OB -- 8Fi6-1T/0M/0B I IT .H RF24-lT/lM/0R4 R. .x " .e fi7 ,F 1 4� UNO PROVIDE BB1 WHERE ROOF TRUSSES mB r, in a BEAR. TOP OF WALL Q :� - r a $Q z Ig € (Q 1 Ea N 4 _� z a Im 1 el Q) ` LLI R � £ g s s s ( 1 1 8F8-tT/0M/0B a s GT 1 t 1 SMS-ITAAUOB 3 8F28-lT/1M/0B .LIFT BEAM PLAN SCALE: 1/4" = V-0" i"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744018 www.abdesigngroup.com AA #: 0003325 anon, eunDiv. de LeTil SILVERADO LOT #5 BLK #7 PROJECT# 04128.002-05071 MODELa 4ENB "1751-NEUVILLE" GARAGE OrIMG: LEFT PACE: LIFT BEAM PLAN AND NOTES 50 MPH EXP. #5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK\�' NOTES TO THE INSPECTOR/CONTRACTOR TYR no, M-M-1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOT 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�t �OF PLACE STEEL HEIGHT. TOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \,\� REINFORCING (1-2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND NG� 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 #5 BAR IN EACH COURSE. TYR 8'k16" �p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM r' COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL m REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#6 / / A TOP OF THE LINTEL. O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.- Py's FTG 8X16 OSL BOND TOP OF / Z' QiL� BEAM W/ (1) #5 BAR BOND BEAM S EACH COURSE '\QS� 8X8 BOND BEAM TOP OF 30" TYPICAL •�\r\O W/ (1) 05 BAR .L: BOND BEAM F =FILLED W/GROUT .\\�`NO U UNFILLED GROUT SOLID FROM T P #5 BAR IN BOND BEAM �j1\0 NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 �/c p �16-1T/1 v LINTELW/((11))#5BAR(L2)E NOMINAL CORNER LENGTH OF BAR =WIDTH OF MASONRY Q HEIGHT # OF #5'S, TOP Q OPENING - 2' BOND BEAM COURSE OR 2 BEAM DESIGNATION 1 REINFORCING OF BOND BEAM SCALE: 3/a'=1'-0" IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8X8 PRE -CAST CONCRETE THAT XFXX - 1T/1 MIOB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER AND XFXX-,T/OWOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) SINGLE BOND BEAMA AT HIGHER ELEVATION 2X4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT t SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 1S' O.C. MAX. MIN 1-114' - EMBEDMENT #5 BAR BENT AS SHOWN 3 114„ PRE -CAST la WINDOW N 2X6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 SILL 'v SLOPE MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX MIN 1-1/4" EMBEDMENT T 2X8 (MIN 2X 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 #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN 1S' O.C. MAX. MIN 1-1M" EMBEDMENT IN. 2-12d PER BLK. EA. END TOP BOND BEAM W/ STANDARD ACI HOOK. TYPICAL MASONRY WINDOW 7118OSB SHEATHING CMU WALL CORNER BARS 3 AT CORNER STEP SCALE: 1 SILL CONSTRUCTION '4 SCALE: ,----0„ ARCHWAY FRAMING DETAIL — 5 SCALE: \ , PROVIDE 3" DIA. HOLE IN LINTEL 50 THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I I I a I — I SINGLE #5 CORNER I BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 0 II I II'I / 8X8 CMUPIER W/ SINGLE OR DOUBLE REINF. BAR(S), SEE PLAN. ENSURE THAT PIER GROUTS BENEATH LINTEL rHl PROVIDE BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 6 SINGLE LINTEL, MULTIPLE OPENINGS d N. RONALD REAGAN 81 LONGWOOD, FL32750 PH:407-774-6078 FAX: 407-7744078 www.a bdeatgngroup.com AA M: 0003325 A111N1 �ennn SvnDiv. ee LOT SILVERADO LOT #5 BLK #7 PROJECT* 04128.002-05071 MODEL: 4ENB "1751- NEUVILLE" GARAGE SWING: LEFT PAGE: DETAJEXP. 50 MPH FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WN (9) 10d x 1 1/2" HDG NAILS. SMALL JACKS - 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA WW (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RTISA OR LUGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL 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. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WWDOW, 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 ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 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 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. I t 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 1 ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/A2x6 BTM. 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. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 9'FROM THE CENTER OF THE COLUMN, 2 PLY U:-1390 LBS G: 3628 LBS FRAMING PLAN SCALE: 1/4" = 1'.0" a8 as 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407.774-6078 FAX: 407-7744078. wwwAbdesigngroup.com AA 8: 0003325 aUDDIV. 89 LOT SILVERADO LOT #5 BLK #7 PROJECT 04128.001-05071 MODEL 4ENB "1751- NEUVILLE" GARAGE OWING: LEFT PAGE: FRAMING PLAN 50 MPH EXP. DA n-: 01/17/19 aCALE: 1/4"=V-0" axE CT s3 PLYWOOD SHEATHING, SEE 'ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' A41)USP HTA16 TRUSS ANCHOR WITH (9) 10d z 1 1PT TO TRUSS. FL#17680 B-(2) USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 1 /2" TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12, O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) ��TYPICAL TRUSS/ is 1�DER CONNECTOR(§) sC L :3/a"=r-o" 3/4" T & G SUSFLOOR GLUED AND SCREWED AS PER SCHEDULE Pa FLOOR TRUSS 5/8" G VPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE PROVIDE BLOCKING 1Y7' GYP. WL. BD. FLOOR TRUSS CONNECTION @ L.B.W. (NO UPLIFT) NOTCH DEPTH 1/4•D HOLE EDGE >5/8" HOLE DIAMETER 2/5•D SGL. STUD OUTER 113 OF SPAN ONLY THOLE EDGE>5/6" PLATE AND BORING LIMITS 8 SCALE: 1 1/Z'=1'-fY' HOLE DIAMETER < 3/5'D DBL. STUD ENGINEERED WOOD TRUSSES— ® ZV O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP HTA16 TRUSS ANCHOR WITH (9)10d x 1 1/2•' NAILS TO TRUSS EA PROVIDE 4" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR FL#17680 PLYWOOD SHEATHING, SEE "RCOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE' NOTE: FOR (A) W/ SINGLE PLY, A PT SYP #2 7'X6"X4'-0" MAYBE ADDED W/ 10d NAILS, 2 ROWS, W O/C TO FACILITATE 2-PLY CONNECTOR. —(A)USP LGT2 W/(5)1/4'X3" POWERS WEDGE BOLT& (16)16 GALV. NAILS TO TRUSS (2PLY', #FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) 3/4"x6' WEDGE BOLTS AND 1X2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, W EACH WAY OF BOLTS 12" O/C SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) 2a 2b TYPICAL ROOF SCALE: GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ 10dxl/2 HPG COMMON NAILS. ® EACH END TOTAL OF 10 FLOOR GIRDER _ HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (20)16d x 2-1/T NAILS TO POST., POST TO SIT DIRECTLY ON SLAB ---- a 0. 0 GIRDER/WOOD POST CONNECTIONS 5 A - USP THDH26 G < 1200 LBS, U < 1280 USE W/ (1) 3141 USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (8)16d VALV. COMMON NAILS, FL#17232 B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 39'* USP WEDGE-BOLTM-BOLT, S' MIN. EMBED (20) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS Wl (2) 3/4"° USP WEDGE-BOLT/J-BOLT, S' MIN. EMBED (36)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 D - USP THOH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4'" USP WEDGE-BOLT/J-BOLT, 5"MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS, FL#17232 E - USP THDH28-3 G < 4800 LBS, U < 2550 LBS W/ (4) 3/4- USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER �).ATTACHMENT DETAIL SCALE: 3/4"=1'-0" # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4)1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W110 10d TO TRUSS AND (4)1/4" x 2 114" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 7' COVERT APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 8 SCALE: 3W=l'9' (2) 2X4 No.2 SYP DIAG. 2z4 BLOCKING BETWEEN BRACE W/ (3)12d a EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4•-0" O.C. (AT SHEATHING U-9- TO 39-9• (1) "X" BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W/ 1/7' DIA. (2)'•X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY S' SEE ARCHITECTURAL MIN. EMBED. AT 3T OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2.4 SECURED W/ (2)10d.5 0 EACH TRUSS TO BE INSTALLED 10'-fY' O.C. MAX. 6 NOT USED 6 EDGE CENTRAL SPACING SPACING SEE SEE _�CHEDULF, SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 5 1/7 MIN. EMBED. (TYP) Ell a 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF *-a'. 3. ALL BOLTS TO HAVE WASHERS `m 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAF'S, 1/4" DIA x 3" MASONRY (2) _ PT SCREWS (TAPCONS) MAY BE USED, SAME SPACING RF(]111RFMFNT LEDGER SCHEDULE MARK SIZE BOLT SIZE BEDBE SPAM CFHRNL SPACING A DOUBLE 2z8 VT 8" O/C 16" O/C B DOUBLE 2x8 11, 8" O/C 24" O/C C DOUBLE 200 1/7, 8" on 16" O/C D DOUBLE 2x10 314' 8" O/C 24" O/C E DOUBLE 2x10 14" 6" O/C 161101 F DOUBLE 2x12 3/4'6' O/C 12 O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=V-0" SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS BDALE:34=,'-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 (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND 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 WIND ARE SUBJECT TO F1 AND F2 FORCES. S ALTERNATE MATERIALS SCALE: 3/4•'=l'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH:407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 9111111 �anm�s SUDDIV. & LOT SILVERADO LOT ##5 BLK ##7 PROJECT* 04128.002-05071 MODEIr 4ENB "1751- NEUVILLE" GARAGE BIFMG: LEFT PAGE: DETAILS 50 MPH EXP. FLOOR DECK 2x8 PT TERMINATION 2x4 STRONOSACK SECURED TO BLOCKING SECURED TO WAIL EACH TRUSS W/ (3) 16d COMMON W/ (6) 3116' ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING FLOOORR BRACING 2x4 RA CING BACK, 1 SCALE: USP LFTA6 W/ (16) 8d COMMON NAILS 2x STUDS USP LFTA6 W/ (16) S4 EACH END COMMON NAILS, EACH FL#17244 END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING USP SPTH4/SPTH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSS OR 12"HDG NAILS FL#17239 GIRDER TRUSS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0" DSL PT 2(6 BLK'NG BETWEEN TRUSSES W/ 10d 0; 3" O.C. 1ST PLY INTO LEDGER AND 10d 0 3" O.C. STAGGERED UPPER PLY INTO 2(6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION R ELEV 10 1X2 FIRE -STOP _ •,,,, NI #8 WOOD SCREWS x 2•' LONG a W O.C.; STAGGERED OFF CENTERLINE OFF 2x8; NI 3/4" AS SHOWN USP A3 EA TRUSS /q^ NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBl2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING � ON EXTERIOR WALL SCALE: 3/4"=1'-0" #8 WOOD SCREWS x 7' LONG ® 3" O.C.; STAGGERED NI AS SHOWN IN OSL MU LEDGER InyNll TO CMU C. AN EXP. BOLT 16' O.C. AND 6' FROM NI 8" CMU WALL AT REINF PER PLAN END WI MIN 5-12" EMBED. FLOOR DECK PER ELEVATION �IAIIFr'" 0'ZQ" NAILING PATTERN 0 �Qjw P R ELEV ION O m=—Z 24. M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS 17' O.C. ,X2 FIRESTOP SECTION DETAIL AT TRUSSES PARALLEL A TO EXTERIOR WALL 4 SCALE 3/4"=,•-0'• 2x STUDS PER PLANS 2( STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d a 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (8) 16d NAILS INTO LEDGER AND tOd 0 3" O.C. #8 WOOD SCREWS x1p? NOTE: a TOP OF FUR TRUSS STAGGERED UPPER PLY INTO 2(6 x 7' LONG ®3" O.C.; 2x4 BLOCKING 0 EA BRACE, TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHINGBELOW TOP 2X4 SUPPORTS ST. STAGGERED OFF CENTERLINE OFF.; NAILS Q EA END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) 3/4" AS SHOWN 2x4 BRACE C 4&' O.C. w/ (5)12d 1'4' MIN. FROM 2ND. FIR. FLOOR DECK NAILS EA. END LINE 2x6 CONT. W/ (6) 16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT NI 8d RING SHANK NAILS a 4" O.C. MAX 0 BT. OF FLOOR TRUSS 8"CMU WALL AT 16' O.C. AND 6' FROM INTO BLOCKING (ST. 2X6 IS FOR WALL SHEATHING NAILER) REINF PER PLAN END W/ MIN 5_12' EMBED. 16d NAILS 0 8" O.C. MAX 1X2 FIRE -STOP PER E VATION FLOOR DEC III �Iq„ PER ELEVATION PER ELEVATION . r D O O NAILING PATTERN K Qa PER ATION i PER ELEVATION PER VATION 2x4 P.T. CEILING PRE-ENGINEERED WOOD 24 M PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS 17' o.c. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR LISP HTA16 EVERY REPAIR DETAIL I F FRAMING PLAN) BOND BEAM RED. BOND BEAM REQ. .4 TRUSS (VERIFY W/ 1X2FIRESTOP LEDGER INSTALLED TOO LOW USP HffA18 3T O.C. TRUSS AT TRUSSES PARALLEL (VERIFY W/T US SECTION DETAIL TO EXTERIOR WALL PLAN) FW7680 AT PARALLEL /PERPENDICULAR 5 SCALE:3/4••=V-0•' PRE-ENG FLOOR TRUSSES NOT USED (6� 7 O SCALE: 314"=T-W PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-U' O.C. (AT Q PRE£NG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX Q PER ELEVATION FOR STRAPPING Q VERIFY PRE-ENG ROOF TRUSS SECURE 2.6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8'• GYPSUM BOARD OR ,2" HIGH W/ 12" DIA. ANCHOR BOLT W/ 7 A - USP MTW-12 U < 1195 LBS STRENGTH CLG. BOARD 4x4/4x6 SYP NO, 2 WASHER SET IN HIGH W/ (14) 10d GALV. COMMON SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37OC MAX. 8 - (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 6' 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 o• USP SPTH4 OR SPTH6 BTM 12" GYP, WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 1f2' COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT, 2x4 SECURED W/ (2)10d's 13 EACH FILL ALL HOLES, DO NOT USE 10dx 3' 12'S(9" WEDGE ANCHOR WIZ' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED a 10'-0"O.C. MAX. EPDXY 5-10 EMBED. MIN. 0 16• 1 Oa 10b IOC OC MAX. SCALE: 3/4"=V-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL `� $ "%"IE� SCALE: 3/4"=1'40" • . 195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 a # 8 - USP HTW-20 U < 2045 LBS W/ (20) IDd VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHD4A U < 3715 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) WS3 WOOD TRUSS CONNECTION L.B.W. SCREWS TO POST FL#172401FL#172419 POST TO SLAB CONNECTION 9a gb SCALE: 3/4"=Va' A&B - USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,265 G:13,815 W/ 518 DIA x 6' EXP. BOLT FL#17239 C_USP HTT4 POST ON SLAB <U:4,465 W/ 56' AS. WITH MIN, T' EMBEDMENT TO SLAB & (20) 16d x 2-1/7' NAILS TO POST. F1_#17324 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-407S www.abdosigngroup.com AA #: 0003325 Allm1, auumv. as LOT: SILVERADO LOT #5 BLK #7 P1tOJECTI/ 04128.002-05071 MODEL: 4ENB "1751- NEUVILLE" CARAaE awma: LEFT PACE: DETAILS 50 MPH EXP. DA E:: 01/17/19 ECALE: 1/4"=V-0" arKEET s3.1B A GABLE -ENO �-'�� ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 •17.98 PSF (27.98) ZONE 3 •33.53 PSF (43.53) "A'• 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: It APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 12' COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4" O.C. EDGEWISE 214 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END: ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK 21/7' 0.120" 170,000 RI G SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 21/T 0.120" PNEUMATIC SCREW-7NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/7COX OR 7/16" O.S.B. PLY NTH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & 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. V 1w z8 Lu Z QU NO z 8d RING SHANK GUN NAILS (Q 4" O.C. TOP & BOTTOM EDGES J Z9 Z U Z a N Z �1 rm TOP CORD BLOCKING AT 4 O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END, RAFTER OR TRUSS RET(1F SHEATHING ,1 .___-IML61,1 ril[ill k! ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING CStl RING SHANKGUN NAILS . S' O.C. IN FIELD ` TYP. EXT. SHEATHING ATTACHMENT O 9067 9HEATHING (O.S.B. TO BE STRUCTURAL GRADE W RING SHANK GUN NAILS 0 12' O.C. IN FIELD or Sd x 2 10 SCREW SHANK PNEUMATIC SCREW -NAILS a 17, 0.7 FIELD TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SWILL BE Y4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION NTH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pROWDEB%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEA7HER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN EXPOSED EDGES OF CONCRETE ARE TOBECHAMFEF¢O YC. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, BIH EDITION ALL ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACT 318.14, BUILDING CODE REQUIREMENTS PROVIDES -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0GROUND-GROIMDWHERE INDICATED ON VAPOR BARRILED METAPE. CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACT 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF B INCHESANDSE NTH E ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7.10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS UPPED PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: OISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACT 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 661 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK 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 THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACT WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-0- OC, EACH WAY. 70 BE DESIGNED AND FABRICATED IN ACCORDANCE NTH THE 'NATIONAL DESIGN SPECIFICATIONS FOR THE NFPA. TRUSS DESIGNS SHALL SIGNED AND STRESS -GRADE LUMBER AND ITS FASTEENGINEER REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. REGISTERED O 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 REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036'ANO BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A61S GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACT STANDARDS AND MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIIWTCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 sf P SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -n-wounent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 pef BTM CHORD #5 BAR - 30" #7 BAR - 47 PROVIDE 36'. 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF FOR ADDITIONAL INFORMATION. LOCATIONS NTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE NTH ANSI A58.1-1982. 15 psf TOP CHORD 20 pet TOP CHORD (7 pdw/ASPHALT SHINGLES) (10 psfw/ No GYPCRETE) 10 psf BTM CHORD 5 paf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: I Opsf BALCONY LIVE LOAD 60 Psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED -150 MPH 3- SECOND GUST (ASCE 7.10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) 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 WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWNGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.00D pd, FOOTING WERE 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 NTH 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 ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND 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: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS. 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SWILL NOT EXCEED S' N- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED W ITS FINAL POSMON SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HEW FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIENUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR BFWLL BE AS FOLLOWS: A P FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER I:lf2' FOR 05 AND SMAU.ER 2' FOR IB AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SUBS, WALLS AND JOISTS 1-172" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH 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/GIRDERS 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 & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT 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 DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM NTH ALL REQUIREMENTS OF THE PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACT 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE 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 WITH ASTM C-90, GRADE fm - 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH AND CLADDING WND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM C-076, 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 318" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF W TO 10". USE ONLY MECHANICAL VIBRATION CONNECTORS" BY USP, 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 W" 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 SWILL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID NTH GROUt AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: 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, BV THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B. Fy = 46 k41. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH 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 TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICAliON 811E ttPE SPACING APPDCArroN SUS TYPE I SPACIFp IREMMI{e 1#PT FURRING IO CASE MARCENED�L 9•Q'C GARAGE DOOR- SEE DETAIL SEEDETNL 6SS DETAIL SEE DETNL MPeONRY/WNC. NNLI II2'LONO. TOMASGNRYpDNC. BW. N.ExT.000Re CASE N4R0@IEDODL B'Ox: WINOOAIOOOIU FASTENED ONuOEDOOR BUDc 9EE DETAIL BEE DETAIL sEE OETaI BEE DETAIL 9EE Noree NaL11?LONo. STAGGERED 1Nro AASONT',LONC. ro MASONRY/ttxdC. WINDONBIICI( usEHARDENmoaL e•oc LMNODwm«MFASTENED METa.IT- I CONTACT THIS ENGINEER FOR SPACING tr fT, 9EE NDTEe NVL11? LONG. sTAGGEREo 1NroALneoNRrmFc. MavDNRrlcoNc ExT. evBND DooR 1213118 'DA 'TAP 1 1B"OF 1I?'EASED, C END. NON-BEARND WOOD ur= ExPANs1oNEQUIREMENTS 2A OF <"EMBED. x"EeD DUCK 2r PT, SEE NOTES NO WARNER FA 1- DST., 11?EDGE DST. WALL TO GONG. BLAB Wl WASHER BOLT DST., 3-EDGE DST. h PT W1NOOVI SUCK 1•END DST., I t? 8.138'PAF�211C YdC P T081EEL COL.. BEE w1 WASHER 9TA(iOERED EDDE Dst. NO Ee 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI XZF 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 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR NWO NTH A OD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. BA41 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7745078 FAX 407-774.4078 www.abdesigngroup.com AA 0: 0003325 yh O 4 C aUDDIV. Se r oT: SILVERADO LOT #5 BLK #7 PROJECTIV 04128.002-05071 HODELA 4ENB "1751-NEUVILLE" GARAGE OWING: LEFT PAGE: DETAILS 50 MPH EXP. 19 A. I'RINT DATE Oi/17/19 SCALE: 1/4"=1'-0" s>�,, N 1