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HomeMy WebLinkAbout7038 Silverado Ranch99 1'�51-4ENB—NEUVILLE eolff HOMES 12602 TELECOM DRIVE, TAMPA, F1 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 99 ALL I'll PES ELORIDq SHALL0 LDING CTIONAL ELECTRIC COPE OMPLY WITH PREVA AND THE CI CODE, ORDINANCES ©F ZEPHyRHILLS VV L cm, OF ZEP,4 -JUL 25 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 ' TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL 8TH EDITION (2017) •FLORIDA FIRE PREVENTION CODE 8TH EDITION -NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION *ALL LOCAL AND STATE CODES .00CUPANCY - RESIDENTIAL GROUP R3 •CONSTRUCTION TYPE - VB • M1N. INTERIOR FllllSH - CLASS B .BASIC RIND SPEED - vU11=150 MPH Vasa=116 MPH •EXPOSURE - B pp� CE •1-STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES MBV. ABGYE MFR. MANUFACTURER AM AIR CONDITIONING MIN. MINIMUM ADJ. ADJUSTABLE M.T. METALTHRESR D II ALT. ALTERNATE MTMOUNTED AMP. AMPERAGE MTL METAL BD. BOARD N.T.S. NOT TO SCALE CL CENTERLINE O.C. ON CENTER CAB. CABINET PL PROPERTY ctG. CEILING P.H. PUSHBUTTON CON CLEAR PH. PHONE COFJC. CONCRETE PH. PLATE CPT. CARPET PLYWQ PLYWOOD C.T. CERAMIC TIE PR PAIR D. DRYER P.T. PRESSURETREATED DBL DOUBLE R. RISER D.G. DUAL GLAZED RAD. RADIUS DIM. DIAMETER R.A.G. RETURN FRIGERAIR TGRILL DIM. DIMENSION REP. REFRIGERATOR DISP. DISPOSAL SM. RooM DP. DEEP R.O. ROUGH OPENING OR DOOR S.C. SOLID CORE EXTOR D.S. DETAIL U S.O. SMOXEHUNG 'OR DTI. DETAIL S.H SINGLE HUNG D.W. DISHWASHER SHT. SHEET EA. EACH sHrxG. SHEATHING ELEV. ELEVATION SHWR. SHOWER EQi EXH. EQUAL 8 . SIMILAR EXHAUST S SLIDING EXT. EXTERIOR SL. GL SLIDING GLASS F.GM FIXED GLASS STD. STANDARD F.G. FUEL GAS SWS SHEAR WALL FIN. FINISH SECTION FIR. FLOOR TEMP. TEMPEREDGLASS FLUORESCENT THK. THICK P�� FRENCH DOM T.O.C. TOP £CURB FTG. FOOTING T.O.P. TOP OF PLATE GA. GAUGE T.O.S. TOP OFSLAB GAR. OSP. GARBAGE DISPOSAL TYP. TYPICAL G.F.L GROUNDIFAULT U.N.O. UNLESS NOTED CIRCUIT INTERRUPTER V PERW1SE GL. GLASS V.P. VAPOR PROOF GYP. BD. GYPSllM BOARD W. WASHER H.B. HOSE BIB W/ WITH H.C. HOLLOW CORE WD. WOOD HGT.ORFIT HEADER WOW Will WATER WWATERHEATER INSUL INSULATION W1 WROUGHT IRON LAOLA. ATRY M C MEDICINE CABINET DATE DESCRIPTION ovnm CD's ISSUED ARCHITECTURAL SHEET DESCRIPTION OU" 20n MC UPDATE PG Cl-COVER SHEET PG GN— GENERAL NOTES PG Al -FLOOR PLAN �8 s�j—� � PTA" D- A o LyJLL,Y PG PI- LUMBING PLAN PG Ml-MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAi-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA8-WALL ASSEMBLY DETAILS CVJW CO'9 RE -ISSUED 04/IS/16 FOOTING REVI810N PERM. DOWEB 09AW PLAN REFORMAT W1 BTANDARDIIED DETAILS prAy16 CON6T181GTION DOCUMENTS RE-188UED 02MAS PLAN MAINTENANCE 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 Lh/NG 1,11,1 6G1 FT. GAItAGE 426 6a FT' ENTW ELEVAT04 *D• 36 ea Fr. TOTAL ELEVATION'D' 2218 ba FT. eklO Farb e® 9GL FT. STRUCTURAL SHEET DESCRIPTION PG SI—FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2=LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS PG S3—FRAMING PLAN PG S3.IA—DETAILS PG S3.113—DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT N ffiBY BUILDER 1'III RE VIEW ASSUMES DINTS PMATIG E CONTRACT OCOUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR 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 INEORMATION �TO THE ARCHITECT OR ENGINEER FOR CIJIRII TION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAM 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. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL82750 PH: 407.7748078 FAX:407.774-4078 wvw+.ebdesWigroup,com AA A: 0003325 � f 8 W l q V 4 k v e• L07YERAD0T #15K. #7 00 -1 71 ENB NEUVILLE" ONDitit EFT PAGM COVER SHEET %150 MPH EXP. B 3/i_. eCALZ: 1/4"=1'-O" SSM CWT C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) S1h EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR STH EDITION (2017) UNO. Z WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN. APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 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 INTOA 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 1-18INCHES THICK, OR 21-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R30242: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MNIM UM NO.26 GAGE (0,48 W SHEET STEEL 1-MN. RIGID ON-METAWC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R3028: THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TOTHE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /84NCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSOBE PROTECTED BY NOT LESS THAN/. -INCH GYPSUM BOARD OR EQUIVALENT. SREWORK 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, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN ''%THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T-0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, 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' Tomm 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 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 FRAMNG MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBNO 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 %" 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. E VEMM WALL COVERI M 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 FINNNES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 7%' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, IQ' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTWC1063.12& 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- IIAAND R703.7. FM REWTANTCONSTRUC71ON UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMNISTRATION SERVICES ARE NOTA PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THATAB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS 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) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com L AA B: 0003325 , � a aVSDIV. Ae LOTH SILVERADO LOT #15 BLK. #7 11PItOJWT 041 0 -15071 MODEma 4ENB "1751-NEUVILLE" GAAAGIN INIVINCH LEFT PAGM GENERAL NOTES 150 MPH EXP. B Dw3/11/19 WCALW: 1/4"=1'-O" Sa?lmw GN 29'•8' Im'•0' ' 1 - of//o o �0//////Iolli///////■'o of/////Ili///Ili/!'n of//o " o'I/'o i 1' I - GRUT '11, - - 0 11 \ 0 = I! - \ 'l'X 1��. ,: _i - 0 1 Ism ;II o ✓l:llnp,aa��i—� '. all - -- - - - e�i�� oli////////■'iRl 41 o'//Io of//o oJ///////Oio EGRESS TEMP 1'-2 FLOOR PLAN SCALE: 1/4' - I'-0' SQ.FT. CALL. S LA44 1,151 Ga FT. GARAGE 426 SQ. FT. ENTRY ELEVATION 'D' 36 Sa FT. TOTAL ELEVATION 'D' 2213 SQ. FT. MAW PATIO SO SR FT. CO ooffwG.ADm=L"m St/C MD alOM1E FDB /EOOID QIlR as MDTIN $a poom NO /OWNMDMO ESWIIaf MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWNG IS 5 24/-31 DR MN. CRITERIA SG.D. MIN. 41 5 23/-29 CRITERIA *010 O.HD. 112 5 20A/-22.� BASIC MIND SPEED MPH - 150 (Vult) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WDID LOAD VALUES FROM THE PRODUCE MANUFACTURER. IKIEIIGI.DATEWO TOP PLATE 9 A BAR "DETAIL LE, V2 ARCH DTL. B SCALE.1/2.1'-0' NOTE -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENLM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WTH SITE PLAN. -OTHER OPENNGS DETIIREN THE GARAGE AND RESIDENCE SHALL DE EQUIPPED WITH SOLID WOOD DOORS NOT LE88 THAN 13W (35 MM) N THICKNESS, 60LID ORHONEYCOMD-CORE STEEL DOOR& NOT LESS THAN 131V (35 MM) THICK, OR 20-MIrUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.807E FAX: 407-7744078 www.abd.lgngroup.com L AA M: 0003325 , h � p o !o i atTBD1V. & Lo SILVERADO LOT #15 BLK. #7 PMDJMT 4 —571 mozom 4ENB "1751—NEUVILLE" 0APtA0Z OWIN : LEFT PACIQ: FLOOR PLAN %150 MPH EXP. B DATM 3/11/19 arrt>a>srr Al 6' RAISED SAND COACH LIGHT 8'-8' BRCS. HGT. _. F.C. Ir II l 1 l A �b 3 � S ;F-ITCW FRONT ELEVATION SCALE, 1/ • I'-0 TEXTURED PINISM NOTE: WALL FENESTRATION FLASHING AS PER POOR R108A FYI -ON LV12X14 OR EGIUIVALENT SHINCSLE ROOF OFF RIDGE VENT PEAOFATTIC 2M SQ FT. NET FREE VENTILATION AREA REQUIRED • V 3DO REQUREDVENTRATIONAREA im/3m • 7.31 VENTILATION AREA X SQ. INCHES PER FF.(TM) • IC51.64 SIX IN. MN.REMMEOVENTILATION . SX IDSL61 IN UPPERPORTION OF ATTIC 526M SOL IN. OFFMOGEVENnLATIONAREA 115 SO, IN. PER VENT Sm. /115 TOTAL # OF VENTS REQUIRED • 45M TCrrAL#OF VENTS PROVIDED 5 `APEAOFATTIC ISTHE PEPoM7ER a THE HOUSE, LESS THE OVERHANG OF WALL TO NO OVEIMNQ INCLUDED) I I 16'X&2' I I DECORATIVE ❑ I �_Q I I SHUTTER 1 I T1T. M. A r I I I I I I I I ry I I 1 1 ,�0'� ®'FIN. FLR 0'-O'FIN. FLR _ _____---____--_ 0'-O'FIN. FLR OFF RIDGE VENT OFF RIDGE VENT 8'-8' BRCa. _---' 'aLl v r �- N N 0'-0' FIN. FLR --_---- - - - - - - - - - - - - ---- N --------------------- OFF RIDGE VENT LEFT ELEVATION SCALE: V4 • I'-0 TEXTURED FINISH OFF RIDGE VENT REAR ELEVATION ALE: /4 • 1 -0' RED FIN, H 3'-8' BIG. HGT. 8'-8' BFdG. FKaT. F-1 N 0'-0' FIN. FLR 0'-O' FIN. FLR RIGHT ELEVATION SCALE, 1/4 • 1'-0' TEXTURED FINISH RAISED BAND RAISED I BAND I LOUVER DETAIL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH:407-7744078 FAX: 407-7744078 www.abdesW*mup.com AA #: 0003325 YQ W 1yN� o ® IT a avaDiv as Loan SILVERADO LOT #15 BLK. #7 P 41�T —1 7 MODEL., 4ENB "1751—NEUVILLE" GARAGES OWING: LEFT PAGE: ELEVATION "D" 150 MPH EXP. B I� D � 3/11/19 BCALM 1/4"=1'-0" mime= A2 D ELECTRICAL LEGEND DESCRIPTION DUTCH CH VAMD CH TGH ON T T MERP108TdT -B INGLE RECEPTACLE fGSv/20-AMP EICTLE POLE) = Ile DUPLEX IFECEPTAGLE IOV DUPLEX RECEPTACLE (EQUIPPED TN GROUND FAULT TERUPT6RRAMPER RESISTANT TYPE) IOV DUPLEX CUTLET (HALF OF OUTLET RED TO WATCH) 4& XTERIOR W4TERPKa RDOPF1 CEPTACLE (CeROND FAULT TIERUPTER) IOV QILIDI'LEX RECEPTACLE ® IW DUPLEX RECEPTACLE (FLOOR 0V RECEPTACLE (4 WIRE CTOR) MOUNTED LIGHT 0612 MOUNTED LIGHT ENT LVGMT LIGHT SCONCE PRE-ORE T FAN WITH LIGHT (1 LTPER SQ FTJ am BULB LIGHT FIXTURE aSSS BILD LIGHT FIXTURE AOXM=dJLD LI6FIT FIXTURE ' TRACK LIGHTING TTIC L -T WITH PULL CH.AN R CARNET LIGHT ® k4' FLUORESCENT L1014T (RECESSED) FLUORESCENT LOMT (WPIPACE T) 'X4' FLUORESCENT LIGHT (RECESSED) • R ESS LIGHT E88LIGHT (VAPOR PROOF) NO MOUNTED LIGHT WTH J-BOX OPT. FAN 1"LL GTIN METIER ffiffCV-901IFY- OX (WALL MOUNTED) OX (CEILMS MOUNTED) NG MIOMED FAN 0RMS AN f i Cl" PER Sfl PTJ ,/JACK ODETECTOR (CEILING MOUNTED) W-1 CUTLET FOR GARACkE N JACK -6 PORT Name, • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION T"EETM. • ALL D 4 20 AMP BRANCH CIRCUITS TO DE AMC FAULT I"ROTECTED PER NEC 210.D(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MN. CAPACITY OF 90 CFM INTERMITTENT PER TABLE M601A OF FDCR rnN EDITION (ion), • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND PA ULT CIRCUIT-NTERUFlMR PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIG LADLE AS NEC 2014 ARTICLE SOOAKDX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE . ALL LdMPL6 GALIAI L sue LUeL¢i'Tsn RY eu IP nee AND 15% CF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER PJ,lG ENERGY CONSERVATION (RESIDENTIAL ENERGY ]EFFICIENCY) 2011. •th EDITION R404J COACH LIGHT �'--- ELECTRICAL PLAN SCALE, 1/4' • 1'-0' PANEL:A PA11EL: 42 eL bnNd r VOLTAGE: I2O/240V-1R1 EMU: 150AMVM.L.O. FEEDER 3-//2)a Cu7HM61-a8CujG In2C, OR 3SMALTHIN8/-M8Cu(0)MYC. R•• ►Gb i D--% b wa RY •mre Wb 0.6eb6a i FW M. 012 1 m • App6 16m 1 x eem Rn R 2 w 012 1 m r I= 3 Wx 1 m ARAM•• 16m 4 e 4M wrr xr. m x me to 1 m 11m1o•rt Imo T .12 , m mft Ra•Imdb aFa tam a w i m mpo OR m 1 02 02 1 m SRh OIAeesGRls Imo 11 12 /4m DMbmb,GR m 1 012 NG 1 m Fsw/1RM suft APG mo 14 N OND DOW m x aw V" 1 16 •MR•an/D1n.UkftfLend AF01 m0 16 14 em 1 �6 Katlb�liyi•/PbbY10,pAFC1 am 17 is /6m 1Ms GR m 1 F2 a + m wRe®wrsoelp6w•s/LrAR ® w m tao Rr4mope opi m 1 N2 41e I N Imp]M Rpn/BMprwV ^xx v m 13M 0••P/BiYb a•4 q•erpm. AFO m 1 00 014 1 16 bdR/Leugrma Imo 21 N 1W Owe B ftW6Pe AFC Is 1 W. 414 1 16 NdM/aNRA m6 x4 m em Dbbeara•m,/WIQG m 1 04 -_-_. m ao I mo• -- 31 s Bps• -- 4ps• m a -3T- 6•em -- Gass or ]1 8sw e•s. A 2 R ACANLLI UM w p Mop AA: QWl 40 1 R 0m 10 WA 66A N tl KG {Gldulypetb•re1RWM.b rek,Iraeib/M 24m mme 1.•ee byrclbO,sid ANa i4Nabb/aR Demand FallorCabulwdom: m bdw6lrtm dnrtl ANpr 64100 ANREVUTIOIR: '... AFC: AKFNATOTAWKMRAIIFIER Ra1100m,tim111m6 imp0 M: NONCOMMEWLOAD irdm e1404 Irm 01: ORDWDFADLTNERMW ER mi' mr m EM•G LgdVlAm xm» LOADCALCULKnoNRUmORMCNOMODm#c iTLQ6D T AmP•6,dm/240,d4 •11 G.—I LISW9 a Rwpenci• L-d P CU, THIN . 1% CU N 2' CONDUIT OR D . F• DI N 2' CONDUIT. VWNATE ABOVE SCPPIT • OVEll04ANMJ 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE DMCOItS?CT DUTCH AND dENERAL NOTES, M ELECTRIC METER N A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL NEMA AR ENCLAMMIE COMPLY WITH ELECTRICAL PROVISIONS of TFE ®(gk},y, EDITION (20nz LOCAL CODES. AND ALL LOCAL POWER C.OMPAK RECOPISI'ONTS. SONRP IS ALL CONDUCTORS SMALL BE TYPE TIE•4TMWV UNLESS mcp NOTED OTMERNSE. TELBp4ILTE SERVICE I POUR CO'PA TRANSPO"Pt FAMPHIM INTERSYSTEM BOIDNG TEWNAL AT LOU VOLTAGE CD ECTIpS SO A'IP V240 VC I PHASE MLO PAIL CABLE TELEVISION Slow= ENTRANCE EGR TRM PROVIDE 60 AMP 00/240 VOLT, I PHASE SECONDART-� I M CU SERVICE d = D CONNECTED TO ELECTRICAL SERVICE. PROVIDE E M COPPER (CW N CONCMTE IS CASED POOTER STEEL PER 142" VIA SCHEDULE 80 PVC CO NOWT OR PROVIDE 3 ELECTRICAL PROVISIONS On THE ®(-&&tM 2/0 AL1 MUM (AL) IN 2'. DIA SCHEDULE 80 PVC EDITION f20n) CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COOImNATE WTH THE ELECTRIC S/•" DIA X S FT LOGS COPPER CLAD GROUND ROD COMPANY PRIOR TO BID. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-774A078 www.abdesipgroup.com AA Y: 0003325 a � U A 11 ONE AL Q p LL e®vLLLLe®v U � 8.. a svaDiv. as Lo SILVERADO LOT #15 BLK. #7 PlIOJmCT 04128.001-15071 MODZU 4ENB 111751- NEUVILLE" GA3RAGS OWUMl LEFT PAGI ELECTRICAL PLAN 150 MPH EXP. B D -m 3/11/19 rCAs•te:1/4"=1'-0" mime T E1 N6 T IV-5 1/2' 12'-41/2' 10. - - - - - - - - - - - - - - - - - - - - LAV. �__==IF=====� it ----- I I J 11 OPT. I LAV. I • • I I � - i I i 36'Xb0' — RANGE SHIIA6. PAN I I I I I I i N I I Or ----- i ° I 1 L-----J -- M II I 1 KITCHEN I I LAV. SINK W/ 2' V.TR. I II AUTO VENT fl' 1 V' 1' .01 II/2'�, V 3'-6" 2'-II' I' -II' .'$ �' in - I 1WASNER 1 1/2' 1/2, I %1 V1' 1 --- 12 yI 1/2' Y' 2. LAV iTUDI LAV.I �'33' 2' ILAV. 3' 3' I I 2d UM 3• 3. I 2. I 3' CA. I TO 4' MAIN - - - - - - - - - - - - - - - - - - - - ---- PLUMBING RISER PLUMBING PLAN SCALE: 1/4 . I'-0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgWoup.com L AA M: 0003325 � f F 2 J W I[ U �pp � iLCI p n U oil HUNDIV. As LOTS SILVERADO LOT #15 BLK. #7 PIWJi9CT 0412 .00 -15071 MODEMA 4ENB "1751-NEUVILLE" OARARiZZ BWMWGt LEFT PAGI& PLUMBING PLAN 150 MPH EXP. B RODUD A I 3/11/19M 1/4"=1'-0" T P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG REGIUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL DE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (20P1) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CWfMN9Y 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 6114 EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR DATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FDC 6TH EDITION (2011) 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 SMALL HAVE AN APPROVED FIRE OR FIRE/SNIOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MPG. RECOMMENDATIONS AND I = 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11, DRYER 5006TER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. PANTEC 4 OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRWK BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILMG EXHAUST PAN 4 LIGHT O/A OUTSIDE AIR m THERMOSTAT ED PASS-THRU AIR GRILL NOTE, ALL HVAC TO HAVE PROPER PANS UV DRAMS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO CONC. CONDENSER PLENUM 1 AIR RETURN W/ (2)-3/16'XY TAPCONB UNIT WB ROLL STRAP OR EeON OR EQUAL RUCTION AND LIQUID AIR SIUPPLY 1 REFRGERANT LINES 1 RECURS STRAP TO UNIT f2) AIR HANDLER EXTERIOR WALL UUJVS 4' CONCRETE 6LAB 0BXI V4' BHT. MTL. SCREWS '% 3/4'PVCCONDENSATEDRAIN LINE CONDENSER UNIT EVAP. TRAY b PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT NOTE= MAIN C;NV. DRAM 314' DIA. _ TRAP DRAM LINE AND TER9INATE OVER HEAD • 12' FROM STRUCTURE M AN APROVED DRAIN, AS PER PSCR 6TH EDITION (2011) MECHANICAL MOO. CODE 8ECTIM 3012.4 HVAC DRAINS SCORIATED NICKEL COUNTEI""'K EEC FINFLOOR CA. PLUGDRONZE PL. PL. OR WALL -6' r BEE SPEC. BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REGLLJIRED LLIADE 8240-K J08AM 560" INSIDE SERIES NICKEL DRAW TOP CAULK P.VG OPTI/SPEC VLOOR SLAB CLEAN -OUT (TYPN ) FIN. GRADE OR PAVING r-e'xU►' CQNC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NTS NEXT. GROUND CLEAN -OUT (T MECHANICAL PLAN SCALE, V4 - I'-0' 1441 N. RONALD REAGAN BLO. LONGWOOD, FL 32750 PH:407-77445078 FAX: 407-7744078 www.abdesWngroup.com AA N: 0003325 g C 2 yyU► yy p 8 e Mel 4 �V>sDI�1. Ae LID SILVERADO LOT #15 BLK. #7 FROJWT 04128.00 -15071 MODNIZA 4ENB "1751—NEUVILLE" OAMtAGZ 1111IMINM LEFT PAGM: MECHANICAL PLAN 150 MPH EXP. B WLAND A. T/19l'—O" 2X4 TOP PLATE PRE-FAB TOW" V2' CLG. DOARD V2' DRT'WALL • F 2X4 WOOD STUDS 024' OC. FRL PLR MY I . .711IVW IrV PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR NOT LESS THAN 2xb, WHERE SPACED NOT MORE THAN 24' OL. (2)TYP. INT. WALL (NON-BRG.) 11 D1 SCALE, 3/4'.I'-& FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.1.1 ON I}' O.SD. SHEAT14M6 /a. GYPSUM eo OR k CDX PLYWOOD OR V2' HkGH UR SECURED PER STRENGTH GLG FASTENER SCHEDULE BOARD PRE-ENG TRUSS SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER TYR ELEVATIONS OR oN. I R-4.1 INSULATION VENTED SOFFIT WINDOW ATTAC+P ENT AS PER MANUFACTURES SPECIFICATIONS I REFERENCE STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN FLR� M2 P.T. FURRING - STRIPS • 24. CC. a, CMU 1/2' GYP. ILL. BD. - WOOD BASE — e' DIA. OLEEVE, DO NOT CUT IMPS BOND DEAM NOT CUT SOLID GROUT THE OCND W(I)- % DENT (2) CCLWM - IRDAR! PIPE THROUGH BOND BEAM N4•.I•. ' FIBERGLASS SHINGLES OVER "M FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.0 ON I}' O.S.D. SHEATHING OR i' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY J 0'-01 FIN. FLR Q. n W/ WINDOW OPENING raLYP. WALL SECTION `L NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF TO LESS THAN 4:12, A 5 1-STORY HIP BLOCK WALL 82)LAY ERIUNDERLAYMENT SYSTEM SGaL¢, s/4•.r-o IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D b'151 28 GAS LINE THRU BLOCK e u, n•.r.r FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS95.LI ON I'}' O.SA SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1.-0. TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS N'TWM2COAT - PORRMD evve PLAW10 AP"LIeD Difte LY TO MABOMW Rm TO clm waa e' cm an eTI mu"AL POR I!N/OROD'ONT 2.0 P.T. e0 ATTACMW TO PILL ML Ae FM APPROVAL RTIO. GEALAW " YLTaR ROD 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-fd' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS --� STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE-ENG WD. TRUBB C0NT.'2x RAT RUN SECURED PER-�j STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J.PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACFMENT AS PER MANIFACTUREB SPECIFICATIONS b,2 P.T. PURRING - STRIPS • 24. O.C. L-2' THICK, 2 COATS-- 1/2, GYP. ILL. BD.- PORTLAND CEMENT _ PLASTER APPLIED WOOD BABE DIRECTLY TO MASONRY 0'-0' FM. FLR,L 8' CYkI a a. • 'a a n W/ WINDOW OPENING FIBERGLASS SHINGLES OVER -M FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' O.BD. SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP• MTL. DRIP EDGE O.H. 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 CMU 0'-0'FIR FLR B TYP. WALL SECTION NO OPENING (1)1-STORY GABLE BLOCK WALL .� SCALE, 3/4,0.0, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774.4078 www.abdesigngmup.com AA M: 0003325 0 4 �o suawiv. a. LoT: SILVERADO LOT #15 BLK. #7 PllOJ)OQT/ 04 .00 -15 7 MoDln4 4ENB "1751-NEUVILLE" GARAGN sNINM LEFT PAOIQ: DETAILS 150 MPH EXP. B ROCAO A ANUCHAW L AR NO 93723 J Dp TM 3/11/19 MAIM 1/4"=1'-O" onmac T D1 TO SILK UY (2)1J'x&' A -BOLTS W EMBEDMENT MN. iR AND MR SPACED EVENLY FROM FLOOR TO FL OL ON FLATT TO BLIC W/ C4)T NAIL& SIDE& 2" CAPAM DOOR BUCK IW (6) ® li'X&• A-80LTS 4' IMDEDhINT MIL W/ 790 UTASHER AND NUT SPACED 41 FROM FLOOR TO OARAGE DOOR WM N JOINT& FIRM TO FILLING. 1.2X& Pr BLOCK • C NMIt OF Is DOOR HLADLR WKU)1w. J-BOLTS 4' EMBEOF ow W/ 270')GI UAASNBR AND NUT. BE N ACrCMAW= TO I ® r MFA Il1GTUER9 N. STALL.NSTIO CTION6 UMM SUCH NBTRUGTICIO ARE MORE 6TWNW W GARAGE DOOR 1 BUCK ATTACHMENT 4G1L& rA•..4r 8' CHU R ORYLLALL2' r T Iw' OR I'XP.T. NAILER bc4 P.T. OR % X4' MIN. SECURE THRU FRAME 4 EXTEND I Yi INTO BLOCK W/ )1(4' TAF'CONS (MIN. SHANK SIZE J0 MIN. HEAD SIZE MID MIN. EMBEDMENT 144 WITHIN 8' OF EACH END 4 16' OC. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Ye) DOOR JAMB TO BLOCK +3/4 OR +5/4 A M + 4 R + 4i N.TA. 2X4, SECURE TO BLOCK W/ i(I' TAPCONS OR (MIN. SHANK SIZE J45. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN W OF EACH END 4 18. OC. MAX 8PACING. 2X6,= SECURE TO BLOCK W/J-%' TAPCONS(MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya') WITHIN 8' OF EACH END 4 8• CMU B3' OCMAX SPACING. K DRYWALL 2X8,® a I'X4- OR I-X2' P.T. NAILER SECURES TO BLOCK W/2-%- OOR CASING (MIN. SHANK SIZE .1,15 MIN. MEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y1) TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' OC. MAX SPACING. 2X4m SECURE TO BLOCK ILV TAPCONS (MIN. SHANK SIZE .N5 MIN. HEAD SIZE 900 MIN. EMBEDMENT 1 Yi ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X64no SECURED THRDUCsW SECURE TO BLOCK W/J-V NCN-STRUCTURAL )6- TAFr4" TAPCON MIN. 14i (MIN, SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 ' CMu MIN. EMBEDMENT I Y4*) DRYWALL WITHIN 8' OF EACH ENDJ 10' O.C. MAX SPACING. 'X4. OR I'X2' P.T. NAILER 2X8,®SEA PTO BLOCK W/2)W OSJ3. X 4- MIN. (MIN. SHANK SIZE.145DOOR CASINGMIN. HEAD SIZE 300DOOR JAMB OR WINDOW MIN. EMB9EDMENT OW)ATTACH TO 2X PER WITHIN 8' OF EACH ENDMANUFACTURES DETAILS. IV OC. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )1) DOOR JAMB TO BLACK +1-15 1�• 61k...I/INLKIW TO +1-15/ 8 SCALE, NLTA. 2X4,a SECURE TO BLOCK W/• TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE -I" MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IS' OC, MAX SPACING. MUST DE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-14• NON-STRUCTURAL j(/' TAPCONS TAPCON MIN. 1,Y� (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. CMu WITHIN 8' OF EACH END 4 )i• DRYWALL b' OC MAX SPACING a I'X4' OR VX2' P.T. NAILER 2X&m SECURE TO BLOCK W/2-%' CASING TAPO" (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y,') TTAC 4 TO 2X PER UNT14IN 8' OF EACH END 4 MANUFACTURES DETAILS. IS.O.C. MAX SPACING. NOTE, BRIM AS NEEDED TO Purr JAMB ( DO NOT EXCEED Y♦') NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y,4' ) DOOR JAMB 70 BLOCK +1-1 DOOR JAMB TO BLACK +2 4" II€-%lLw- O BLOCK +1-1/2"y E �QM TO BLACK +2 1!4' 2X4m SEQIR E TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8. OF EACH END 4 NOTE, STRUCTURAL 2X ID' OC. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE NON-STRUCTURAL V BLOCK UY2.1)fr'TAPCON TA O"TO MIN. 144 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MK HEAD SIZE 300 • GMU MIN. EMBEDMENT 14) Jf' DRYWALL WITHIN 8' OF EACH END 4 'X4' OR I'X2' P.T. NAILER 18' OC, MAX SPACING. ❑ 2X&s SECURE BLOCK Uu2-%' (AMIN. DOOR CASING SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS, O.C. MAX 6PACING. MANUFACTURER DETAILS. Itllb 41M Y N®aD TO R1M.W�fCO NOI OC�A•1 DOOR JAMB TO BLOCK +3" E SCALE, KT . 2X4= SECURE TO BLOCK W/ TAM" (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WIT14N 8' OF EACH END 4 NOTE, STRUCTURAL 2X BY OC. MAX SPACING. MUST DE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/J-%' NON-STRUCTURAL 1)(/' TAPCONS(MN. SHANK SIZE TAPCON MIN. 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MfN. EMBEDMENT I Yv) 8. CM 8' OF EACH END 4 J)• DRYWALL BS' OC. MAX 6PASPACING.1'X4. 2X8,® OR 1'X2' P.T. NAILER SECURE TO BLOCK WR-))(I' 2X SECURE TO TAPCON6(MIN. SHANK SIZE 71DUCTURAL MENDER I45MIN. )12d WITHIN 8'OF EACH HEAD SIZE 300 ED 4 6' TO 8. OC. MAX MIN. EMBEDMENT I Y�) "--DOOR CASING WITHIN 8' OF EACH END 4 DOOR JAMBS OR WINDOW 18' OC. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3" F 2X4m SECURE TO BLOCK W/Y: TAPCONS(MM. SHANK SIZE J45 MIN. BEAD SIZE 300 MIN. EMBEDMENT 1 Y4'1 NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST DE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6,® NON-6TRUCTURAL'1b' SECURE TO BLOCK UYI-1/4• TAPCON MIN. 1-y4- TAPCONS(MK SHANK SIZE EMBEDMENT INTO BLOCK. J45 MIN. HEAD SIZE 300 5, CJ•ILI MIN. EMBEDMENT I Y:) • DRYWALL WITHIN B' OF EACH END 4 18' OC. MAX SPACINCT. a I'X4. OR IW' P.T. NAILER 2X8® SECURE TO BLOCK W/1-1/4' 116- OAJS. X 4- MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE MO MIN. EMBEDMENT I Y4.) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' OC. MAX SPACING. MANFACTURIES DETAILS. nDlp &H Y NmaD TO'HNf.IM� lOO,tl1 aM®YI DOOR JAMB TO BLACK +3-T/16" NDOR K +3-7 6" G SCALE, KT . 2X4m SECURE TO BLOCK W/Y,' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 Y4')�, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 BY OC. MAX SPACING. SECURED THRO 63H 2X6,m y SECURE TO BLOCK UWI-1/4- NON-STRUCTURAL V1/' TAPCONS TAPOON MIN. I-V (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. Eh15EDMENT 1V) 8' CM WITHIN 8' OF EACH END 4 )j• DRYWALL 18. OC. MAX SPACING. MAX OR I'X2' P.T. NAILER 2X842420 SECURE TO BLOCK Wl 1/4' ' P.T. X 4' MIN. TAPCONS CA61NG (MIN, SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 8 TTAC 4 TO 2X PER I8' OC• MAX SPACING MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMBS (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3 3/4' H + 4• 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407-7746078 FAX:407-7744078 www.abdoeigngroup.com L AA 5: 0003325 �W3 f L �+ F A zt O n d)14 U 8 IL a sunDIV. a< Loom SILVERADO LOT #15 BLK. #7 P1tOJ■CT 4128.0 -1507 HOD■It 4ENB "1751-NEUVILLE" GAMAON swAao2 LEFT PAG1E) DETAILS 150 MPH EXP. B 3/li/19 sCALM 1/4"=1'—O" LLIIR11 = D2 PR1010m 0 CONTROL JONT� PLANSE OP CONTROL JONM Td W WNW TIED TO LATH • I = MAX (VERTJ. INam, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS EEYOW EXCEPT STAPLED UV ESCIASEMACON R L JOINT �� DURND INSTALLATION —� PbtpNERO TO OE OPA 77 • I' OG. MAX VERTICAI.LI' iLll&D GOAT CEMENT \/ WRS LAYER 7. FMPRI IR &MOM PARER APPROVED METAL LATH FASTENED e1' (VERTI O.C. MAX AT SUPPORTS SRD LAYER 4. STUCCO WRAR WOOD SMEATWMS LATH SMALL NO eE cAFrtIFE1olIS rNRouIEH JONTD BUTDE STOPPED TIED AT EACHIDE. S PER ASTM CW61 PROVIDE 2X4 WOCKM 1.Ip14 PLACED FLAT MAX S' TO S' \ PROM CONTROL JAM WHEN � CONTROL JOINT FALLS ON — lAME1lRS / 6TRICTLIRAL 6TUD FOR LATW TO DE NAILS On STAPLES STAPLES N WHI LIANCE Wy ASTM CUDSS 2. WISE TIED TO on (MO. W 60418' WINE / & OLOCIM4 SWOUN MAY SE N EOLU4RADDITO \ TO WALL STUDS RD PER PLAN / OLpLD NYAb.F'T.A ®WD OLFCW14MIO. R.A L CIrAN . In. • L CIIlAUU . M. C OL FOLD tIRNU7 . A. A L QOAM.R.S TOLD �e ® L FOLD tMIH� . PI. A L OSAUU . Pr. S L ODAW . Pr. G A AYES Pr. C DAR R. D TLL PT. C TOUCHES M O TLA" FA" WTRL Tldilr UAL FOLD, Q2 Sot Co. APPROVED RUILDNS WRAP SMALL DE LAPPED A MNM2N CP •' • VERTICAL LAPS /ROLL ENDS) N S' • WMZONTAL LAPS. ALL 6[AFN N!!D t0 DE TAPED WTM FORTIDEN 61EATWM TAPE // rnN LAP .IETAL UT9 \\ iX X X X—S 1 LATH VERTICAL LAP TO DE V METAL LATH IT YA® LATER 1 I 61UCC'O WRAP W LAB eeLO / I WRD LAYER 9. FORTlIDER \ Mu LDNS PAPER ropAPER LAP ��JJ SCALES I V!'.I,-O• Q KICKOUT DETAIL 6I00 LAPS CP METAL PLASTER DAMS SWALL W SECURED TO PRAMN6 MEMOERS. THEY SMALL W TED SRTLLM SUPPORTS UNTH 00418-M (W-MM) WISE AT INTERVAL& Nt7T MOTE TWAIN V (22%-YMl As PER ASTM CI063 IAL FOR REPAIR CP TEARS N WRS LAYERS, TEARS MAY 06 PATCHED WA40M U2b1P TAPE PER A28l M. ama AR PEEL A STICK 17 THIOC S COAT CEMENT ` PLASTER ORMlN Wr 2 BOAT carom IVDnR raw Z WRS LAYER 9. POIHIPill" d1 E DWLDNS PAPER (1 w OILY) WUD LAYER -L "+ Sncw ~(Pm" oLn LAP LAwns OP MLOM rrlaAP Orm WLms PLANAL stop �� �� F 1ATr aR atiu I \ �I ROOF ''"'ALL R'w'W I W. C nAAMMS rstR?LL MAUR TWO O 4L (eno OR saDDe m MOr nrt aIIr 1NW AT �OROIT A ROOP 1 L NTMNC1106 818lAT11N6 STUCCO rn P OR LESS PIPE PENETRATION PLABW60 OVER APPROVED MOUSE WL4P R.ANIN6 m ExTtao ONTO PIP! CUT AND OVERLAP ONE SIDE OP / �L�p, �� M�'� —����I CUT AND OVERLAP ONE SIDE CP STEP 01 C7Cc 11� STEP I'2 PAM400 RNS MEMEI2AFE j' TM a COAT CEMENT WRS LATER -L PI.A6TER STUCCO WRAP METAL LATH IIRD LAYER -2. FORTlOER P WRD LAYER •2. POW WEER WILDNS PAPER WILCIM PAPER METAL LATH WE'6 LAYER -. STUCCO 65.6' SELP-AC1lRNi F@ URAR R A04M OVER 4114' WLP-ADFRRM MEMISRANE INSTALL PASTE!!RS (CLIPS. PLAGMNG OVER APPROVED WOOD SLEATMNS STRAPS. STAPLES) AS NO" WRAR. REMIXED TO SECAIM I PPE) WISE TO PRAMN6 LAP . LAT. LAP . PARR WOOD SHEATHING OR CMU WREN LAYER N, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFALIALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. CCNT. DEAD Ar SEALANT TALL APPROVED NOUSEWMP AR LTRATION SA0 RM OVER SECTION PER SECTION R T DSukrNMW wd OIe111r1W Etlenoruseofpo" damgNph.W shell comply with Tu application requiremerb of ASTM C 92612A. Installedon of elderlor (Sting and Martyry shall —ply whh ASTM C 106312)l LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER - - - - - - - - - 5U I LD ING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.7.1 / ASTM C-841-05, MIN. 2.5 1-55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesWkgroup.com AA #: 0003325 � 0 Q u upi J L aysD:v. eE =.or SILVERADO LOT #15 BLK. #7 PRDJWT 04128.00 -15071 bWDM- 4ENB "1751- NEUVILLE" GARAGZ drW=G2 LEFT PAGO WALL ASSEMBLY DETAILS 150 MPH EXP. B l� ND 9023 DA 3/11/19 8CAL1G 1/4"ffi1'-0" 83msr WA1 BACKER ROD �..?3._ _'��7 INSTALL 6' SELF -ADHERING MEMIDRANE FLASHING OVER TOPP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEryEW'C OF FLASHWG TO ME, L ISOTTOM. 2. SIDES, 4. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND BIDES ONLY. SEALANT 18 TO BE TOOLED 60 A6 TO DEFLECT UATER AWAY FROM JOINTS,. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERBECTION6 APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO %!LALL BIDE8.Y4'CAULKING * JOINT PER SECTION R703.7 EAwlor hW�and�� 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. WRB LAYER N, STUCCO WRAP . HOODED VENT COAT CEMENT PLASTER4ICK3 METAL LATH WRB LAYER •2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD 6HEATHNG WINS LAYER NI, STUCCO WRAP WRB LAYER 02, FORTIFISGIR BUILDING PAPER WOOD — 0"TUCTION —METAL LATH 6' av VINYL CAsnr. BEAD W RAI68D BIND aW�TOR� LI_ 6' WIDE STRIP SELF ADWSIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING 67" VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—X—x—x STUCCO SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R-103.7.1 / ASTM C-841-0e, MIN. 2B L55. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE WOOD CONSTRUCTION OVER TOP 4 SIDES SELF WOOD SHEATHING WOOD SHEATHING FLASHING WRB LAYER 01, -UNIS LAYER 01, 6TUC4rO ~ UNIT STUCCO WRAP LAYER 4, FORTffIDER PREMANUF. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) WRB LAYER '2, FORTIFIBER WOOD 1/6' TEXTURED BUILDING PAPER CA46TRUCTICN I,iFIw6H 0 UK= FASTIIN TO UIvoD STRUCTURAL SEALANT • MEM MM • n' OC. MAX TOP A SIDES J' THICK, 3 COAT CEMENT 'A[ PLASTER A' TOR'tZL -)ESP sGwi 9 DRYER VENT (BLOCK) 1e' TO 7b' MID -WALL -WALL-WALL WEEP SCREED i6' SELF-ADHESIVE FLASHING BUILDING PAPER OVER .QUICK WOOD FRAMED FLASH' I— —1 WALL I ORIZONTAL WEEP SCREED ALL T"'�°"`'" � (FRAME TO FRAME) 1 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER UNDER 'QUICK FLASH' P ENT NETRATION E A SCALE, N.TA ELEC. METER VERIFY LO STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION 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 C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT I I THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION GUT OPENING IN APPROVED HOUSEWRAP FOR DOX INSTALLATION AY WRB LAYER 01 STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTER$ BOX, APPLY TO FAA EDGE APPLY E-Z OVER 6m MI GRADE 'D' FELT-PROVI' SEALANT AT JOINTS AND INTERSEGTIC ADFESNE FLASHING, CLEAN MA6CNWr BEFORE APPLYING V FIN1614 • MA6011IiT ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) I- 6, WIRE LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE F ASHI MErRAN L NG Y SELF- E APPLY ADH RING MEMBRANE FLASHING OVER BOX AND OVER APPROVED U.RB LAYER 01 STEP 1*1 STEP 1*2 WRB LAYER el, STUCCO C:GO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF-AD44ERNG FLASHING OVER APROVED HOUBEWRAP STEP #3 SELF -ADHERING MEMBRANE FLASHING `WRB LAYER N2, FORTIFIBER BUILDING PAPER STEP 04 ELASTOMERIG C.OATNG OVER STUCCO/ G.V. FINISH (BEE TYPICAL WALL SECTION) ti METAL LATH STEF *S STEP *6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH:407-774-6078 FAX: 407-774.4078 www.abdesW%group.com AA M: 0003326 fig n Ion� NEW Uj: ISILVERADO LOT #15 BLK. #7 PnOJWT# 04128.00 -15071 �[OD101, 4ENB "1751-NEUVILLE" OARAOX N'VFJ3 s LEFT PAC= WALL ASSEMBLY DETAILS 150 MPH EXP. B A DAM 3/11/19 WCAM 1/4"-l'-0" WA2 WOOD SWEAT14MG WRB LAYER 01, STUCCO WRAP wow WRB LAYER R, FORTIFIBER CONSTRUCTION BUILDING PAPER 'Yi HAT CHANNEL J' THICK3 COAT CEMENT WVTYPE 'A' DRYWALL PLASTER 6' BAF. • TOP OF WEEP SCRREED TO SHIEATWMG BEHIND WEEP SCREED 4' POSITIVE BRAN WOOD SHEATHING WRB LAYER 7, STUCCO WRAP % \. j• THICK, 3 COAT CEMENT PLASTER i `� 6' SELF-ADHEREtNG I66-IU91C-160 CUSTOM CA CA&M 15EAD` FLASHING WRAPPED • TOP OF WEEP SCREED i TO SHEATHING BELOW WR6 LAYER 41, •.�; \ STUCCO WRAP h"•. . $S `` MYA ,' WRB LAYER vd, FORTIFIS • i m I BUILDING PAPER Mna I WRS LAYER 01, ` / FLASHING WRAPPED STUCCO WRAP jv • CORNER OF CANTILEVER CO AM6i_ lIFi1C-'IBp 4• PO6ITIVE BRAN NO GAP IN FIELD —/' (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL.0 CANT. SCALE. I IR' • I'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRICTION WEATHER RESISTIVE BARRIER , 3/4 RESILIENT � WEATHER RESISTIVE HAT CHANNEL BARRIER O I' THICK 3 COAT CEMENT PLASTER I METAL LATH S/S' TYPE 'X' DRYWALL LLVTEXTURED PAINTED Wppp SHEATHING FINISH i' THICK 3 COAT CEMENT (2) 2x12 FADER PLASTER 11D DRIP EDGE INSTALLATION (SHOW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE RI BARER 9 WEATHER RESISTIVE BARRIER "2 VINYL r-ean�. BEAD i' THICK 3 COAT CEMENT PLASTER S/6• TYPE 'X' DRYWALL METAL LATH WVTEXTURED 4 PANTED WOOD SHEATHING FINISH THICK 3 COAT CEMENT l HEADER/BEAM PLASTER VINYL @MIFL��TALLATION EXT. WOOD. FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE . BARRIER 7 WEATHER RE616TIVE - BARRIER 'Q NICK 3 COAT CEMENT 6TER AL LATH ID SHEATHING EXTERIOR GRADE DRY WALL THICK 3 COAT CEME VINYL CORNER MEAD L NO GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @pAANUILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — - — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO F- COLUMN SHEATHING WEATHER RESISTIVE BARRIER, 3' X 3' 26 GA CAL V. WEATHER RESISTIVE FINISH LAYER (2 LAYER METAL DRIP EDGE BARRIER-2 PEEL STICK) SET IN PULL BED OF \ 6' PEEL • SEALANT,)V MIN. __ 6• S'd'F'. \ STICK • DRIP SPACE FROM DRIP �Q FEEL t STIGG EDGE TO PACE TO TREX P I Ya'W3' 'L' FLASHING DECK FULLY EMBEDDED M ROOF CEMENT I Yj' X 3' 26 GA GALV. ' Yi GAP FOR BACKER METAL DRIP EDGE I NXI Y'i P.T. OR SIMULATED ROD N SEALANT Yl GAP FOR BACKER SET IN FULL BED OF WOOD (TREX) FILLER VINYL rean,r. BEAD ROD N SEALANT i x SEALANT ,)1• M. SPACE FROM DRIP CONTMJOIlB I i FACE TO TREX WEATHER RESISTIVE WATER PROOFING 4t WEATHER RESISTIVE VINYL CASING BEAD BARRIER LAYER (2 LAYER PEEL N y BARRIER 01 WEATHER RESISTIVE STICK) WRAPPED FROM '^ WEATHER RESISTIVE WATER PROOFING let BARRIER -2 BALCONY DECK TO,r DARRIER 7 LAYER (2 LAYER PEEL '•• EXTERIOR COLUMN CANTILEVER A STICK) "O° COLUITI SHEATHING 6' PEEL N STICK • DECK MEMBRANE DRIP EDGE TO DECK EXTEND OVER DRIP PEEL I STICK 6. BAH. SUB FLOOR EDGE ° 116'X3' VPLASNNG Em®® — 3' X 3' 26 GA GALV. SUD FLOOR FULLY EMBEDDED IN METAL DRIP EDGE ® ROOF CEMENT N SET IN FULL WED OF I!X 9' 26 GA GALV. I Yj'XI Yi P.T. OR SIMULATE SEALANT, Yj' MIN METAL DRIP EDGE WOOD (TREX) FILLER SPACE FROM DRIP FACE TO TREX I NXI Yj' P.T. OR 61MULATED SET IN FULL BED OF CONTINUOUS > FILLER, SEALANT. SEALANT, MIN. X' GAP FOR BACKE VINYL CdBMG BEAD CCONT FROM DRIP ROD SEALANT WATER PROOFING Iot LAYER (2 LAYER PEEL t V GAP FOR SEALANT FACE TO TREX VINYL CABINS eEm FINISH LAYER R LAYER OPT' BACKER ROD' PEEL N STICK) STICK) WRAPPED FROM WATER PROCFMG let 3/4 RESILIENT BALCONY DECK TO MODIFIED 9® LAYER (2 LAYER PEEL N HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM i' THICK, 3 COAT CEMENT HAT CHANNEL, BALCONY DECK TO PLASTER VINYL CABMG BEAD CANTILEVER METAL LATH J' COAT CEMENT WOOD SHEATHMG PLASTTEER3 FINISH RED PANTED FINISH j' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD G (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION WOOD SHEATHING 5/6' TYPE 'X• DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAW IICRY A/!RR61'f VNTL GOIl.MR MAD J / (SHOWN FOR CLARIFICATION OF VINYL eaBaNG BEAD J SEPARATE ACCESSORIES ONLY BALCONY DRIP 11 EDGE INSTALLATION ® COLUMN /W/"T" VT ACUTAT!•\ 2x FRAMING MEMBER WRB LAYER 01, STUCCO WRAP THICK 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER 52, FORTIFIBER BUILDING PAPER 2 1/2' CORNER BEAD ' WRB LAYER 01, FASTENED TO SHEATHING 'I' METAL LATH , I STUCCO WRAP O C. MAX. .� �r F: c i �' d• THICK 3 COAT CEMENT i WRB LAYER 02, FORTIF15ER PLASTER BUILDING PAPER WRB LAYER 01, 6'SELF-ADHERING ' METAL LATH ,. STUCCO WRAP FLASHING ,4 J' THICK, 3 COAT CEMENT WOOD SHEATHING (EXPLODED EW FOR PLASTER CLARITY) METAL LATH DRIP CAP ' WRB LAYER 02, FORTIFIBER BUILDING PAPER WINDOW FLANGE 14A CORNER BEAD ® FRAME k 2 1/2' CORNER BEAD (FASTENER 4 SPACING 0 '1' O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY °�"' 14B CORNER BEAD C� BLOCK WRB' LAYER h, BTUGGQ AUARAP WRB LAYER 92, FORTIFIBER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING DRIP CAP I I WINDOW FLANGE L 15B CASING BEAD ® WINDOW (FRAME, NO BAND) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32710 PH: 407-774-6078 FAX: 407-7744078 wwwsbdesWigroup.00m AA B: 0003328 � � n R O 0 s C FSILV ERADO T #15 K. #7T 04128.00 -15071 MODzu 4ENB "1751— NEUVILLE" GARAGM 91rDak- LEFT 1[AO= WALL ASSEMBLY DETAILS 150 MPH EXP. B fl012D A ABQUCRACRA L AR NO 93728 J DA 3/11/19 NCAIM 1/4"=1'-0" slam Ilk WA3 WOOD SHEATHING WRB LAYER'(, STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER —� METAL LATH 1' THICIC, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE VIEW FOR CLARITY) URB LAYER M, — STUCCO WRAP VINYL ANGLED )4 GAP TYP a' TWICK, 3 COAT CEMENT CASING BEAD PLASTER TO TRIM METAL LATH 1X TRIM MEMBER 0 STUCCO TO SIDING TRANSI I UMp� PAPER IAER WOOD SHEATHING SIDING WOOD SHEATHING WRB LAYER 01, ., STUCCO WRAP Y...~'...,: 1777777777 LAYER "2, FORTIFIBER TWRB LAYER �,WRB SS= UAfm STUCCO wRAP BUILDING PAPER METAL LATH CASING BEAD THICK, 3 COAT CEMENT 6' SELF-ADHEREMG FLASHING OR PEEL 4 STICK PLASTER SIDING TO STUCCO CASING BEAD (CROSS SECTION) WRB LAYER a2, FORTIFIBER BUILDING PAPER f METAL LATH il' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD (EXPLODED VIEW FOR CLARITY) WOOD SHEATHING WRB LAYER 01, STUCCO WRAP D" p=dam STRJCTION VV= NRATwMb—� 9"TilR RE616TNE EARMER'1 YEEAATWIN ML MTPA WIi I % LA slows—', IMMS HERMO —\ PLASTARTER STRIP—,� lL" 6PLAGGW&4-ADFIERMS t WIEAOAPTWMRE616TIVE \ IX �TF IR �61STNE \`\ RAF M3 R I METAL Y' FLASHM6 on / I X, x 6�FI ; • rsraR GAP UIMAILKNO OR APPROVED SEALANT AAAM SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2B LBO. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) dom CONSTRICTION EEYOHO WRATHIMR ININNOTNE WRB LAYER 02, FORTIFIBER sAIsxRBVCAL BUILDING PAPER ��IN6 HER METAL LATH STAFt"MGTRW— j" THICK, 3 COAT CEMENT PLASTER CASING BEAD Cap RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' a V-0' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME f / WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/W FLEXIBLE PVC BACKER ROD) 2 DAPMR -1 TO LAP //�•� �` OFMTRLTOP I E_ARINTwm �eETNE UMATHER RESISTIVE \ / nARRIeR a �I �YL�METAL an WEATHER RESETN! EAARICR -1 TO LAP _ a MSL ABOVE TOP OF •r n_4�114HMai �� woo T1 �;1•BAM ER \ / ' ULP-ADHER43 FLOft ASHMo WEATHER 91E616TNE EA WAR, WSAMR RESETNE� BARRIER 7 E MEN RODS) SIDING TO STUCCO\_wBATNEREI�ETSISTNE ® FRAME TO FRAME 9 TRANSITION WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY i'4' GAP TYP /CASING BEAD SEALANT-----\ TO WINDOW WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP THIGC 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER �—BUILDING PAPER WOOD SHEATHING �M7=WRB LAYER 01, \ STUCCO WRAP 6' WIDE PEEL z STICK OVER FLANGE E-Z BEAD VINYL CASING (W/ply' FLEXIBLE PVC BACKER ROD) APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 0 x c 0 Ilk SLT=DIV at LOT. SILVERADO LOT #15 BLK. #7 PMOi =TT 04128.00 -15071 MOasu 4ENB "1751-NEUVILLE" GAP.&ON fflr0 M LEFT PALM WALL ASSEMBLY DETAILS %150 MPH EXP. B GUT H0Ldff M- AT 45' ANGLE MODPIED 11' CUT N NOIIYWRAP APPROVED WCLMV~ OVER 614MATNN6 *VIM aD 67UD WALL STEP 1 MULL i' 6ELP-AD16NtlA9 IL.ASHM OVER NAILING ILANM AT J.AMM& EXTEND P ". MN I.N am" LL eLE PLA6M PuxI DO NOT MEAL EOTTOM FIN STEP 6 TEmpwptAIOL.7 — (TU= FLAPI R COW K WEAD FOLD N AT "LOPE SLL RO. TO D(Tww" —/ \ STEP 2 MTALL i' 6ELP-AOFMRSM OVER M-4614VINYL 14 NEAP .AG MLIN#A6 (WTFl 110 ............ DAMS) HALM PLArMII _ = *TL I 4 ADIiRIN PLAOWI' M MYOM KJAFJAMSPLADWAMHIIM MN MTALL VINYL DRIP CAP STEP 7 ALIGN PLANIM 6V INT. EDGE OP GILL RO. PM_ D7 NAL&OTIMM MULL. OLIPOIdT PLDSLRAP A6 h PLAWM AT TNI POLO 110116EYRM DOWN A TAP[ DIAGONAL CUT ACROM HEAD OP Y6COIU STEP 8 MULL W WWOE ADHMIVE OAOCED IL*XMLS PLA6NN MATERIAL OVER OW OAP JOINT(PROROTO.~ DT49DXL - EOLN) WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS M NT tam L IT 16 TIC CONTACTOM MN'ONMI.TT TO vBRIA' TIC COMPATSILITT OP ALL FROOIICT6 NC JJD HOWYRAP. IEALAMM A GYP-ADI41M(6 FL.AMHM MATERA-6 WED DORM CON6TRJC110N 2. MTALL ALL MATERIALS PER MANWACTUMRS UMTTEN 6PECIPICATILN6 SEALANTS MAY MACT ADVERYLT P NOT CCMPATIOLIL PiOTE CoLEM L AND DEAL JAMB TO SILL JOINTS WITH DOW It" FOLLOWING COMPLETION OF EXTEMOR RETROFIT WORK REIR SCHEME SHOIN 8HALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF EATER NTMIAION BELOW THE WNCCW OPENING SEAL MRERJOR PERIP'ETER Or WMIDOW WITH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwsbdesW group.eom AA #: 0003325 f Q0 F Q La fu 0 q 8 U k m a w VERADO T #15 K. #7 T# 002-1 071 ENBNEUVILLE" >al►AdCi: EFT PAGI: WALL ASSEMBL DETAILS: WINDOW FLASHING 150 MPH EXP. B I I 1 1 \ --- ---- --- ----- -- zxb SUB-BANb W/I'x4' NOTCH ---------- ------------ ----- ' ! END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' DRIP EDGE PI ! 11 -1/8' TEXTURED I \ ' FINISH a WOOD I \\ 2x6 bus DAtiD I I/8 1/2' TEXTURED 1 "� q FINISH a CMU / \\ METAL FASCIA \ WRAP 16' FROM 1 STUCCO, I' FROM \\ ----- ---- ------- .......... - WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ \ NOTE: NOTCH FOR 2X6 1 SUB BAND ONLY ®ELEVATION ®PLAN A ©PLAN B —ROOF KICK OUT REMOVED FOR CLARITY TROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) 11/8' TEXTURED FINISH • / WOOD, 1/2' TEXTURED FINISH ® CMU / 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 1/8' TEXTURED FMISH • WOOD, U2' TEXTURED FMIEH • CMIJ METAL LATH WRB LAYER h, STUCCO WRAP (FRAME ONLY) WRB LAYER O, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFBdG CEMENT EDGE - KICK OUT 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 &'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH 0 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK- OUT 1ME OR CMU 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 WN%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK 'ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I i'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 W W W.abdeaWWoup com AA JJ: 0003325 h U o � sumiv a. wail SILVERADO LOT #15 BLK. #7 04 8.002-15071 MOD=- 4ENB "1751-NEUVILLE" GA3lAGN EIrDgC : LEFT PAOz: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B 30'A" 29'A" 10'-0" F TE-1 4" CONC. SLAB I~ Ow �31/2 ma I r------- — FM-12X18 ---- — ' EXTEND I SLAB 1 1/2" 2,-O" I 2'-4" 13'd" 10'-4"5'-8" 8'-r .I I I. I • IXTT OPOF a O SLAB I I I I I , I I 21'-0" .I I ,9 I• 4" PVC CHASE 20'-V °i 19'-4" - L — — TE-1 — — — — I I °D 5 12 EXTENDSLAB [T4-r 1 1/2" 5 I I� Iw Tr EXTEND I ,� ,2 99 SLAB 11/2" FM-12X18 ----� (� 4" CONC. I , �a w SLAB LLI 4" 3,1. 4" 4 3 1 Q MC-12X18 FM-12Xi8 FMC-12X18 L FM-12XIB ------- 4 FM-12X12 — ---- 4 1.1 1 2'-8" 18'-0" 1'-r '-4" 4'-0" '-4" 4'-8" 8'-10' 191-8" 8'-8" IT-4" 39'$" FOUNDATION PLAN SCALE: 1/4" - 1'-O" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 10 FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAVNGS. 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 ARCHTECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAVVINGS FOR WALKWAY SLAB LAYOUT. 11.MNDICATED #5 BAR, @JDICATES #6 BAR, MIDICATES #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 0" = 3(", #B =381, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERVSE. 14. VERTICAL REINFORCING IN CMU SHALL BE A5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS S) 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.1, 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 } OF SLAB SUPPORTED 3'-W O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 5th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 8x8 W1.41W1.4 OVER GENERAL 3 12" 8 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARSSAME S1ZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG FM-1Zd8 12" CONTINUOUS 18" - (2)Aws FMCA2s18 tr CONTINUOUS 181, - (2)#5's - VARIES FM-IN12 IT CONTINUOUS IT - (2)#6s TE-1 8" SEE PLAN 8" - ) s #51N CURB 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774.4078 www.abdosVeoup.com L AA #: 0003325 h n AN j apip Jill I atr>�iv ea :.oaA SILVERADO LOT #15 BLK" #7 P1�OJmCT 41 8. 0 - 507 moDzu "1751-NEUVILLE" GAlt"Z OVIINC : LEFT AAOM: FOUNDATION PLAN 150 MPH EXP. B 30" MIN. EACH WAY MONOLITHIC FOOTING z STEEL REINFORCING IN GROUTED z STEEL REINFORCING IN GROUTED . _ — CELL SEE PLAN FOR SIZE AND p, CELL SEE PLAN FOR SIZE AND T_ v. ...` a;. oY CC Lu SPACING REQUIREMENTS CI r SPACING REQUIREMENTS v— GARAGE DOOR RECESS 0: N K� 4: • •' I FM ". ? g" 0_ m Z 8" CMU WALL O 8" CMU WALL . �� CORNER BARS, SAME SIZE AS BAR W W O b Z m +' . I . I .. I IN FOUNDATION WITH 3a' LEG EACH ID = +- 0'-0" i WAY AT ALL CHANGES IN DIRECTIONS •�I N y TOP OF SLAB TOP OF SLAB (,.• SO THAT THE STEEL REINF. IS CONTINUOUS • •� MATCH AMOUNT OF CONTINUOUS BARS •I ?r CURB FOR • EXT. PRCH6L{___4" 6EE SLAB SCHEDULE CHAMFER (1STORV) tSEXT. .. •SEE PORCH SLAB SLAB SCHEDULE TOP OFGARAGE 4" CHAMFER • Isl, �MASONRY 'aCONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE 7;p, UNITS SET AT ELEV:W/1/2" ISgATION JOINT(WHERE a S" CHAMFER (2STORY) M4 24" Wl 1YY'CHAMFER (1STORV) , (2STORY)APPLICABLE) �W.'EN 0•-a• z SEE SCHEDULE 3a' JOINT (WHERE APPLICABLE) Z •! i EE SCHEDULE#5 A,NSITIONS ARE MADE FROM FOUNDATIONS HAVING Z FOR WxD, BAR SIZE #8 38 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST S� AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), LIND EXTERIOR MONO -FOOTING XTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:34"=r-a' GA GARAGE SCALE:3tC=V-a' CORNER BARS DETAIL DOOR OPENING 3 SCALE: 3/4"=1'-3' 4 LAP TOP PLATE A MIN, OF 49' �� LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 1Sd COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C 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 2x4 OR 2xe WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING W WALL W/ SYP WALL W/ SYP No 2 STUDS SEE J No 2 STUDS SEE PLANS FOR SECURES PLATE TO SLAB W/ PLANS FOR SPACING SINGLE 2" CAPPED d- S to NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/T BTM. PLATE TO BE PT. GALVANIZED PIPE O C SECURED W/2-PART TO BE PT. PROVIDE DBL TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO W/FLANGE 0 BASE K I y s EPDXY. MIN. EMBED PLATE EPDXY 8-t/2" EMBED. MIN. 0 1S' OC SLAB MASONRY Q B", UNO USP SPTH4 OR SPTHB BTM MAX. NAIL 16" 8" OI O/C STAGGERED. •� Q FOLLOW ALL MANF. AND TOP PLATE ANCHORS W/ SPECIFICATIONS FOR 10d x 1 1/2" COMMON NAILS = m USE AND FILL ALL HOLES, DO NOT USE u1 SECURE FLANGE TO H m PREPARATION OF a 10d x 3' W W SLABWI(4)1/4" X 2 Of- HOLE. Z SLAB SCHEDULE Ir SEE SLAB SCHEDULE [SEE O' QO TOP OF SLAB • • TOP OF SlA6 �t-�. 4" CHAMFER (1STORY) . `� �— • .—° 4 W CHAMFER(2STORY) • e EQ. EQ, SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY 5 BOLLARD ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3l4"=1'-a' MONOLITHIC FOUNDATION SCALE:3/4"=1'-a' (W/ UPLIFT) SCALE:34"=1'-a' (NO UPLIFT) SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN, OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" C/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 2x8 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W11 Od MASONRY NAIL p: ?b 16" O/C STAGGERED. ul U ON 8" CMU WALL M = + POURED LINTEL CONT. (TYR) :• •�p• . 8" CMU FILLED CELL (TYP.) ` . TOP OF SLAB SEE SLAB SCHEDULE I•" 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" DIA. USP 725OSD BOLTS 5' P O TOF SLAB 5.'41 •� Z ? s ,• "ISOLATED" COLUMN PAD ° • CENTERED UNDER WALL AND MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 18" O.C. VERTICALLY MAX °•,•B POURED MONOLITHICALLY WITH • — _ FOUNDATION AND SLAB SEE SCHEDULE ° SEE SCHEDULE FOR WxD, BAR SIZE / FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- BRIGWALL TO INTERIOR FRAME BRIG E_"�INTIgELRIMORFOOTING UPLIFT ( ) 10 AND COL. PAD BLOCK WALL CONNECTION SCALE:.11- '-a' 11 SCALE: 314"=1'-a' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesWWoup.com L AA 0:0003325 yj o3m 1,- �e F i0 Q W � YGYLCCif p� 1113 �4A o strmiv. as LOT' SILVERADO LOT #15 BLK. #7 PRD"=T 4 8.002- 5071 mopz3u 4ENB "1751-NEUVILLE" GAP-40M 81FDa3: LEFT PALL" DETAILS %150 MPH EXP. B i OLMD A ABOW"CRA L AR NO 00723 j aA 3/11/19 SCAUM 1/4"=1'-0" sHffiffiT S1.1A TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10"HOOK -GROUTED BOND BEAM p CLEAN OUT REQUIRED FOR INSPECTION I TIEIVERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK ._L BAR SIZE 148 BAR DIA Z #3 18" > #4 24' w U #5 30' #5 3S' HORIZONTAUVERTICAL #7 42" REINFORCING � SCALE: 3/4"=1'-0' #5 BARS o m1 8" io ■ 4 1 0 CMU UNIT DIMENSIONS ao ARE NOMINAL SIZES 3 MASONRY SYMBOLS SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744SO78 FAX: 407-7744078 W W WAbdeslgngroup.com AA #: 0003325 H W 2 OOOGGGiiiLLL O rp6 LL aysniv a# IAT: SILVE. ADO LOT #15 BLK. #7 11tOJ�QT 04 2 -1507 acoaEMa 4ENB "1751-NEUVILLE" GARAos 81IMak LEFT FACM DETAILS 150 MPH EXP. B FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTAI6 W/ (9) 1 Od x 1 12" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR-- USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ I Od x 1 1 /2" 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 MATCH CONNECTOR FINISH, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 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 Zx4 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, WTH WASHER a 18" 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 ossmiF7ATION REMARK (D 1 (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH / T.O.$ = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION rc (0) SIZE WXH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x6 (1)"5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST 8 PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS *--t—EE SAFE LOAD - POUNDS PER LINEAR FOOT 4-0—SA P` LOAD 4-4-EE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH an aRO acre VIM snits ~ ~6 rna WWI wsM Wwo awm wan amr wan TYPE LENGTH SIARC/AI TYPE LENGTH tttHrt atlas +T +7 VOW ~ SIT &-sear T wwat ttstr sear ttortr aoear (4Tl PRECAST 2231 am ale err salt Im am tlwt r!' (12� PRECAST 102a 10M rase re' Uk9 PRECAST mNo Ora ow ow "mra• an 4w In"Mw W4 mew /lor eM Mw am 4w an "a ?w 40` PRECAST 1M0 mil am am bar Mn 7es ae7 4d (4a� PPa AST lea m 1300 4'4P (4n PRECAST tm am sm Mm 4w am we fee 4o ne ten ON "m 4"m wa fm m 3m 400 ass a1M 46' (a4') PRECAST 1eM tm silo Mw am 4m wr atw IIS' PRECAST QBQ eit 1078 4d' ice) PRECAST eW Me JIM ape 4m 4141 aalo siM bwa ne Taw em 1mf ffm W Selo VW ape 4n1 4T11 ape SW (84') PRECAST 1217 talo tea loM Mlo sw 8�' l�9 PRECAST 411 H1 716 r�' (M') PRCGBT toN t MM sw am art brs lalo a010 sm Na-us im am sra lost art 4m r-Ir (m PRECAST toe2 tw 1m Im Mr 71e = sae r-,a• (70) PRECAST 340 33e ale r-,a (in PRBCw m � a107 Tar 41a /RI lm balo ma es tYI aw as a,W aeb •,a r4r (7e') PRECAST eoe sww rfi' (/e') PRECAST aW rn 4BD rr (Te') PREG1rT weir asap am r+ M � t M� m s w "" an Am w psi Td' (a0'( PRECAST 743 Td On PRECAST 4M =4 363 rW OM PRECAST wf ,/aa sae, fans a111 alor tw tm I tm tale am law lob r-4• , p 29 PFWAU ea4 m Im a no sm we an Pam• (112) PRFX/IST 326 $12 220 rr (112) PRECAST w m , t tdw m tm sm nu SW M m lala 7m 1m m/ yle 1tl4P (fief PRECAST 47a m m tln stM am ME 7tl? (12a� PRECAST 2a1 4M 180 lW4r (12r) PRECAST Se as alo 1 MH ae ,O1e ,� 1011 wsi as I 1110 IMA tm SSI an 114' (t3a� PREGIST aes mm 17N tee rie nw 4at „•�• (,3rJ PRECAST m 4a2 ,a4 174• (13rJ PREC118T n• as slo ,Wt ,lt Im m ,ar Im am aw sm 4% wt i0wo 1w1 Imj Isis• nW ir4T (+•47 PRECAST 3w alo m M. taw 1m sw sac air I" (14r) PRECAST 244 1 402 131 1747 (141M PRINO T Oro 40 m m 11 , ,se m ,m IS I'm ms me m m iguld law m an 1Y4' peon PRECAST tea ofm ,we us Ire Mlo sir If-4- (Ie0') PRECAST 217 3M 110 11" (1b'1 PRECAST 414 m aW m aw , an 4si m a,s ter " a an mt 40 41111 m III llnj Mifts , low tI-0' (tea') PRECAST27e 4m m ma ms 14%W (185) PRECAST 20a 20a 100 M-0' (1er) PRECAST aw m bw 7s m , Im 4r m 1o0s tm law a,w ftw 4" 4M m "uj 1 Islum 11W x4r (17r) PIIESIREBaw NA Na w w w w w w I4'-a' (17W) PR MEND NA 284 St W-V m" PREtiram m m m m m sr m Ile ,M 1 aN tsi 11si tm 41111 m ,w/ frt Me 1N7 we I" (Im PRSf1RE8am RR w M w w w w 1r•4• (Iar) PRESTREIM NA = a8 low (ten PResn m m Mo m m alo ® as m sit WI - 4lo re Im Im rr rlo ru ITT MM PREF NR. MR w w w e1 w 17w on PRE MESIED MR 1M 64 1Ti' C '1 PREBIREM® " In MI m m m w Mj m lowlj m twt m 1m m m m Im Im so saw 1r�• f�'1 PgE6iRFaem N.R M w w w w w w 1r4• MnPIiB1RESnD NA 148 w 1rr R32'1 PRESTRESSEDm m m m slo 0 4n sM W M1 W 1 w taw •r m top "atslo I an7M 21V Rom') PItl;A1R N.R. w w w w w M w Rm) PRE97AEBaED NA 12a 42 21'-4 Rag PRMII 1r 142 MI m sW a» m m 40 m m ss m Im tlo m m se 11M lots MO �� 1 PRE PIA w w- w M w w w 2r-0' Rerl P( NA tte 40 24'47 RS4.1 PRBEIt1FE� tw tw m m 4r se m tw alom m lw tlr talo tw 1w m 1M m lW m m m 4% m 4r ow w 3r4T On PRESTREM RR w w w w w w w m-0• R� PI�7REBB® RR et sa 2f4P (YIe•) PPMII 1s m oil 40 m >a m d tw br a W lor tm (0) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED RESAR. (a) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. -ALLV&MTAKW FROM'SAFE LOAD TAKW SYCASPCAIM MAY 201a EDITION • PROCAST PROOIM SY OTHERS TO MEET OR EXCE®VALUEBSTAT®AIM -ALL PRECAST PRODUCE ARE TO SE NSTMLED PER MANUFACRIRIS SPECIFICATIONS - FROVOS MNS UMPOF SSARne PAST SAON SIDE OF WSCOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E.C. P. CORPORAT] ONLASTE-0RETE DIVISION ACCEPTANCE C 16-0126.03 1 1 1 1 1 1 11- 1,� 1� 1 1 I 1 1 1 1 1 I 1�i 1� 1 •y ILL 1 1 1 1 I 1 1 1� 4M 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 --mmmmmmmm—mmm--- m--m--- mmm—mmm-4—mmm------- UNO PROVIDE B81 WHERE ROOF TRUSSES BEAR. TOP OF WALL EL. 8'-8" UNO I ♦ J-77--7 aF/a-1TMItlOB 6F28-1 T/iMIDB �� 8Fi8-t T/OMI08 LIFT BEAM PLAN SCALE: 1/4" - 1'-0" �I% I alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-774-4078 www.abdosigngroup.00m AA 0: 0003325 a Q h O Q O cei 3 S � U 91 b � SILVERADO LOT ##15 IrmonmTop 041 -1 07 1LOD1!<Le 4ENB "1751-NEUVILLE" GARAOX STU NO2 LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B 'qr ROLAW A ABOILMACRA AR NO 03723 D 3/11/19 OCAIM 1/4"=1'-0" S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK NOTES TO THE INSPECTOR/CONTRACTOR TYP 9w, 1, PLACE LINTEL ACROSS TOP OF OPENING BOND BEAM m 1/X 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. �Yt ftr V 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. OF REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND Goa AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1. �.� TWO COURSES ARE BOND BEAMS WITH A#'5 BAR IN EACH COURSE TVP. 8'k19' jo 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL• i#b REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 19' DEEP. 8 806 DBL. BOND TOP OF BEAM W/ (1)05 BAR BOND BEAM EACH COURSE V1't� 8x8 BOND BEAM OF 30" TYPICAL W/(1)05 BAR .y�: BOND BEAM TWO �OQ F = FILLED va caouT .��0 U =UNFILLED GROUT SOLID FROM NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH BEAM CO RSEIN BOND SEAM BEAM COURSE #5 BAR IN BOND BEAM SEE NOTES � o B �16-1T/1�/c LINTERW;, BA L� NOMINAL MASONRY CORNER P• �� LENGTH OF BAR=WIDTH OF 9.P HEIGHT #OF#5g, TOP OPENING-2' BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM Bx8 PRE -CAST CONCRETE THAT XFXX - 1 TII M/0B INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL SCALE: 3l4"=1'-0' AND XFXX - IT/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T P OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/18 SINGLE BOND BEAM A7 HIGHER ELEVATION TA CON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE. 300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN I -IN EMBEDMENT #5 BAR BENT AS SHOWN 3 2.6 (MIN 2 X 3) 2-3/16 TAPCON ,a. PRE -CAST :a OR DRIVE PIN (MIN SHANK WINDOW E SIZE, 145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 1/4") Ir SLOPE FROM EACH END AND IS' N 1-1/4" EMBEDMENT 2x8 (MIN 2X 3)2-3/18 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AST ALLOW BENT SIZE, 300 MIN EMBEDMENT 1 OLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND RE TO SHEATHINGBOND UPPER AND LOWER BEAM #5 MIN. REQUIRED IN EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-1/a" EMBEDMENTIN2.12d PER BLK EA END L[MSECl' TOP BOND BEAM W/ /i8" 088 SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW c.0 WALL CORNER BARS 3 AT CORNER STEP SCALE: SILL CONSTRUCTION 4 ARCHWAY FRAMING DETAIL 01 PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I I SINGLE #5CORNER I 6 II I II / BAR, 30x3O TURNED UP OR TURNED DONM INTOSTEEL REINF. OF FILLED CELL BOND. BEAM (�Bx8 (I CMU PIER W/ SINGLE OR DOUBLE REINF. SARIS), PROVIDE #5 BAR AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND.BEAM CHANGE LINTEL. CHANGE IN '/IYyI/ ELEVATION OF BOND BEAM 7 SCALE: 3W=, 4_03W=, �_0, 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407.774.4078 W W W.Bbde*Wigroup.Co111 AA #: 0003325 a � g o u Q U rpp IL � l 9 IA w 0 RUNDIV. & LOT# SILVERADO LOT #15 BLK. #7 PitOJT9CT 04128,001-15071 moDm. 4ENB "1751-NEUVILLE" GAI9AOX SWEWM LEFT ]PACIM DETAILS 150 MPH EXP. B AMWECT VrAM OF FLOMA M R7 1 Roues a ABOUCMACM AR NO 93723 D 3/11/19 OCALlb 1/4-=1'-0- ss�r S2.IA FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1Od x 1 12" HOG NAILS. SMALL JACKS - 9' MAY BE NAILED W/ (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 12" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL 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 MATCH CONNECTOR FINISH. 5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF UNTELS 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 WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND 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 7/6" LONG, VWTH 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. *RUM MANUFACTURER / ENGINEER NOTM; 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5D0 LES SHALL BE FABRICATED W/ A 2xe 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 S" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = 1'-O" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdesigagroup"m AA 8: 0003325 a 1�g , 0 Q q O 0gig R pZQ 4 �a Q Summm. a. IATs SILVERADO LOT #15 BLK- #7 PROJWT 0 4128.00 -15 71 IWDIM 4ENB "1751-NEUVILLE" GARAGZ ewINCk LEFT PAGI FRAMING PLAN 150 MPH EXP. B DATA 3/11/18 ISCAM. 1/4"=1'-O"� amis '1 S3 ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR LIFT USP "ROOF/WALL/FLOOR WITH (9) 10dx 1 1/2" NAILS TO HTWM20PW 010d TO SHEATHING TRUSS EA PROVIDE 4" MINIMUM NOTE: FOR (A) Wq SINGLE ANDO z 2 1/4" FASTENER SCHEDULE" CONCRETE EMBEDMENT, DBL PLY, A PT SYP #2 Z'X67 W4 W TAPCONTRUSS TO CONT CON" A-(1)USP HTA16 TRUSS ANCHOR 4MTFi (9) STRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d POURED LINTEL POURED 10d x 1 12" TO TRUSS. FL#1J880 AND OVER TRUSS (NOT NAILS, 2 ROWS, 3" O!C 70 8-(2) USP HTA16 TRUSS ANCHOR WITH (9) SHOWN) FACILITATE 2-PLY # 1900 UPLIFT (2) USP 10d x 1 1/2" TO TRUSS EA STRAP. FL#17660 USED IN CONJUNCTION WITH CONNECTOR. HTWM20 INSTALLED ON PRE-ENG TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND HEAVY UPLIFT CONNECTOR OPPOSITE FACES OF OVER TRUSS (NOT SHOWN) FL#17880 BLOCK WALL W/1010d TO 1x2, 2x WOOD FASCIA (A) USP LGT2 W/ (5) 1/4'k3" POWERS WEDGE TRUSS AND (4)1/4" x 2 1/4" TAPCONS TOCONT CONTINUOUS BONDBEAM SEE ARCHITECNRAL BOLTS (16) 15 GALV. NAILS TO TRUSS(2PLY) POURED LINTEL 2z SECURED W/ (3)18d #FL17240 (NOT SHOMM) GALV. COMMON NAILS. ENGINEERED WOOD (B) USP RFUS STEEL CONNECTOR WITH (4) 1z2 SECURED VJ/tOd TRUSSES 24"O/C, iz2, 2x WOOD FASCIA 3!4"x6"WEDGE BOLTS AND (12) WS3 SCREWS FL#8223 GALV. COMMON NAILS SUBMIT S OP DRAWINGS SEE ARCHITECTURAL 12' O/C FOR REVIEW 2x SECURED AND APPROVAL GALV. COMMON NAILS. N NAILS IF 4 BOLTS ARE USED 1x2 SECURED 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED N GALV. COMMON NAILS BEAM SOLID, 6" EACH WAY OF BOLTS MASONRY BOND BEAM , r' o/c SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L1786 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L: 1310 LSS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) TAP CONS MIN. Z' COVER 2" APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 1a 1b TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR B�„�.3a"=,._0 GIRDER CONNECTOR(S) 2a 2b SCALE: 3/4"=l'-" GIRDER CONNECTOR(S) SCALE:34"=1'-0' (2) 2X4 No.2 SYP DIAG. 214 BLOCKING BETWEEN 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (3)12d . EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA72 20 GAUGE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING W/ 10dx1/2 HPG COMMON NAILS. EAMS) 0'-0" TO 30'-0" (1) "X" BRACE ® EACH END TOTAL OF 10 30'-1" TO 00'-0 (3) "X" BRACE ECURE PT. PLATE (1) "X" BRACE 0 CENTER / 1 O BLK W/ i/2" CIA FLOOR HOR BOLTwrr' GIRDER FROM CENTER ToASHER SET IN HIGH JANC 2x WOOD FASCIA TRNGTH EPDXY.SEE ARCHITECTURAL IN. EMBED. AT'P ATI AXPRE-ENG GABLE TRUSS ECURE GABLE TO ZM TPLATE W/ 12d's 8" PRE-ENG FLOOR TRUSS (ASPER .CMAT(STRENGTH 5/8"GYPSUM BOARD OR 1ZHIGHS7IFFBACK TRUSS ENG) ONT. 2z4 SECURED VW, CLG. BOARD 10d'4 0 EACH TRUSS SECURE TRUSS TO TOP PLATEw/(2) N ITO BE INSTALLEDa 16d TOENAILS 1 - .C. MAX DOUBLE TOP PLATE HTT4 W/ 5/6' A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (20)10d x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST. BOND BEAM REQ. WALL Wl SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING, SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP, WL BD. •• 4 a �.�• ` a .. a.4. BLOCK WALL W/ GABLE END NOT USED PRE-ENG'D TRUSS SCALE314"=1'-7 4' GIRDER/WOOD POST CONNECTIONS S 6 .a•.. .:•.. ' FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE `* scALE:3a"=r-a' (NO UPLIFT) NOTCH DEPTH 1/4"D OLE EDGE>56 USED SO LONG AS THEY CONFORM TO THE FOLLOWING <°/5'p SaESTTUD OUTER 113 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE>5/e" AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT 70 LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RTI6A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5-D DBL STUD NOT USED NOT USED 9 10 STUD NOTCHING 11 ALTERNATE MATERIALS AND BORING LIMITS l$ SCALE: 3/4"=1'-0" .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.com AA M: 0003325 h mm Ids a POOR as P' SILVERADO LOT #15 BLK. #7 Pao"' 04 —15071 Moasse 4ENB "1751—NEUVILLE" GARAOX OWMNG: LEFT PAGZ: DETAILS 150 MPH EXP. B II r 3/11/19 L- 1/4"=1'-0" 3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) (924" O.C. MAX FOR STRAPPING s::.. VERIFY SECURE 24 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH�Aj, STRENGTH EPDXY 8" MIN. EMBED. AT 32" OC MAX SECURE GABLE T0218 P.T. PLATE W/ 12d's 8" O.C. MAX CONIC. POURED LINTEL COURSE CONT. 20 SECURED W/(2) tOd's C EACH TRUSS TO BE INSTALLED 010'-U' O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesWWoup.eom AA A: 0003325 0 A bl 2 � al � IL 1.3 s Ci n V lL lipm SILVERADO LOT #15 BLK. #7 onwTip 4 2-57 xoazu 4ENB "1751-NEUVILLE" GARAGa BVIERM LEFT I PAGM: DETAILS 150 MPH EXP. B ROLVV A ABOUCHACRA AR NO 90723 , DAA` TTa- 3/11/19 OCALM 1/4"=V-0" a2cmw S3.1B x w GABLE-EI•D HWROOF F A JF RWF WIND DESIGN PRESSURES ET SS ASCE 7-10 ZONE i = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (4353) "A"= 4'4I" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DMIPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CfMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WTH 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 Sd GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STIR. SHANK Sd RING SHANK 212" 0.120" 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) Sd SCREW SHANK 2 U7 0.12W PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SNEATNMO USE 1/2" COX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MAN UF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES 9� z W . Y 2 2 1U 0 O . 0 (c z Z Qj N 2 Ao TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER TRUSS ROOF SHEATHING —� BUILDING LENGTH I, ROOF SHEATHING LAYOUT AND ENDWALL BRACING POOR GABLE END FRAMNO 8d RING SHANK GUN NAILS � 6" O.C. IN FIELD' TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O S.B. TO BE STRUCTURAL GRADE Bd RING SHANK GUN NAILS 0 12" O.C. IN FIELD or 8d x 2 17SCREW SHANK PNEUMATIC SCREW -NAILS C 1Z' O.CJLV FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TOALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE3W.. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTIONWTH JOB SPECIFICATIONSAND 6%AIR ENTRAINED CONCRETE FX(POSEDTO EARTH ORWEATFHt WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pR0IDE NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ARCHITECTURAL DRAW NOS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOYNN qII OF CONCRETE ARE TONECHAAEBim 3/4'. ON STRUCTURAL DRAWNGS. APPLICABLE BUILDING CODE STANDARDS: FBO-R 2017, Sth EDITION EXPOS®EDGES ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318.14, BUILDING CODE REQUIREMENTS T CRIPPLERS, SILLS, ETC., SHALL BE SOUHERN PIPE NO. 2 OR BETTER, Fb =1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR E DESIGN OF R - PROVIDE 6MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE IMDBRALL SABSONGROIFAWHEFEIM1DICAT®ON ELASTICITY = 1,400,000 P31. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPEGFlC4TION3 ®YN DRAWINGS. SEAMS LAPPED B INCHES AND SEA.TH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES RATEDL BE UM PTHATHILLVE ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TAND FORMWORK; CORROBORA ETETTRAHE RAL(DOT). WOOD FORS RUUCTURALL USE BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE OJECT, ON ON THE FE PROJECT, FORM -NARK, 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 WTHACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREAEDLUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD,.00 NOT SCALE THE DRAWN r'S. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PILMS: MINIMUM NAILING PER FBR 2017, 81h 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 NARK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE SRUCTURALOEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS RE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS NARK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE4DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWNGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD --oncurrent 10 psf BIM CHORD •non-conwrrent DEADLOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 PET W/ No GYPRETE) 10 PET BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST W ND UPLIFT: 10psf BALCONY LIVE LOAD SO psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED -150MPH 3-SECONDGUST (ASCE 7.10 (FBC R2017) EXPOSURE B, RISK CATEGORY IU SHOP DRAWING REVIEW: SHOP DRAWNGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF RE 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 DRAWINGS SMALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW W LL BE RETURNED UNCHECKED. SHOP DRAWNGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWNGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWSE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pd. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY. DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN. ACCORDANCE WITH ASTM D-1557, TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAIUNG TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTEDAND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH.. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ONtGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED T N-PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS 84TCHED THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT 1EXCEED90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGS THAN 90 MINUTES THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THETESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER RE&4RSALL SEAS FOLLUM: A XFOR CONCRETE CAST AGAINST AND PERMANENTLY E)P0.RFD TO EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH 1-1/2" FOR #5 ANDSMAU.ER 2°FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TOWFATHER 314. FOR SLABS, WALLS AND JOISTS 142. FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS WELDED WIRE MESM: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-D" OC, EACH WAY. REINFORCING STEEL: REBAR $HALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWNGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYR MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36 x 36 CORNER RNER BARS BOND BEAM ONLY LAPPEDAND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CM CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNEDAND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING RE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT V4000 TRUSSES IN ACCORDANCE WITH RI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION: AND '7PINVTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING; INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WLL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A56.1-1982, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS 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 NOTIFIEDTO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MMONRr:: PROVIDE ENGINEERED SHOP DRAWNGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE .5I TMS 402, BUILDING CODE REQUIREMENTS FOR 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 WTH 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. VIAND UPLIFT VALUES HAVE BEEN SASEDON ASCE 7-10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH AND CLADDING WHO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT28 DAYS, UNLESS ALL TRUSS TO TRUSS CONNECTIONS. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE"USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF W TO I V. USE ONLY MECHANICAL VIBRATION CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTAL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "M" OR "S•' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH 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 $HALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy - 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A6DO, GRADE B, Fy = 46 kEl. STRUCTURAL PIPE SHALL BE ASTMfi3, GRADE B. TYPE E ORS, Fy = 35 kei, 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 WTH 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 AWUGT- SIZE ttPE SPACING RENARNE APPLICATION SIZE TYPE SPACING REMARKS 1W PTRIRRINGN MASLPJRYICCNC CASEHARDENEDCGE NALI IYP LONG. GRADE DOOR BUG( TO SEE OETAL SEE DETNL BEE DE-L SEE DETNL SOLO A. EXT DOORS CASE HARDENED COIL a"OD. WINDOWIDOORIFASTENm GRACE DOOR SUCK SEE DETNL SEE DE ­SEE DETAIL SEE DETAIL Ix PT SEEOTES NALI-LONG, STAGGERED INTO MASONRY/�- TO M48JNRY(C_ WIN-- —EfMRDENEDCOIL `_ WINOOW/OOOPIFASTENSO METALSTRAPTG CONTACT THIS ENGINEER FQR SPACING Ix PT.SEENOTES NAL11/YLONG. BTAOGERED INTO MA .YIC — MASONRYICONC REQUIREMENTS EXT &WINO DOOR (2X3n8'IX4 "TAPOON' 18'OO itIT EMBED E'END. NON-SEARNG HOOD 1/f' E�RSION d"EMBED PENO 2<dC TUCK 2x PT. SEENOTEB NO WASHER FA&TNER D9T.,11iZEOGEDRT. AL TO CGVL. SIAE WI WASHEA BOLT OIeT, S"EOGEGET. 2x PTWINDOWe1G( 8.138°PAFx 219" I- <"END. OtST.,11/T PT TO STEEL WLL., SEE WI WABAER STAGGER® EDGE Q3i. NOTES II= 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPUCATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X.ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF RE NOAOR THE SPACING DETAILEDABOVE 6, W NDOW AND DOOR BUCKS SHALL BE AS W DE OR W DER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. ix MEMBERS ARE NAILEDAND 2X MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. OR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWngroup.com AA #: 0003325 W � ~ L4 QQ4 W 3 - y C J g q a V IL `}i C �xnmxv. de wm SILVERADO LOT #15 BLK #7 pa 0im 04128.001- 5 71 MODEll.e 4ENB "1751—NEUVILLE" GARAGE 9WD?G12 LEFT PAGIQ: DETAILS 150 MPH EXP. B rpaurr 3/11/19 8CA7,Z. 1/4-=1'-0" MINIEW SN1 i S, - �5(r I B.p4f I