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Home My WebLink About7118 Boxer Round Pll J t828-4EBB-CALI J J HOMES \vim ti �rQ� OVA Q©� s"� OIL_ 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .rIMJM ABY. ABOVE DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE am l ` %? *�R* la M IN.72 �W aWW �YW rm p�}�� •OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB MC ADI. ACT. AMP. BD. CL CAB. AIR STABLIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINEMTD. CENTER LAV. CUM. M.C. MR. MIN. M.T. MTD. LAVATORY MEDICINE MEDICINE CABBJEI' MANUFACTURER MINIMUM MEIALTHRFSHOLD MOUNTED METAL ,,16 �., p ARCHITECTURAL SHEET DESCRIPTION � 'f�� a�. PG Cl-COVER SHEET PG GN—GENERAL NOTES ft" CD'SRE•ISSIED outuls SSOINGELEvaTIONSADDED TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 'MN• INTERIOR FINISH - CLAM B •BASIC HIND SPEED - VBIt=150 NPH VaSd=1181[PH ' _ B •1-STORY RESIDENCE CLG. CLR. CONc. CPT. C.T. D. DBL D.G CEILING CLEAR CONCRETE CARPET CERAMIC THE DRYER DOUBLE DUAL GLAZED N.T.S. O.C. PL P.B. PH. PLY. Pk. PR. NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG PI -PLUMBING PLAN 03/16Q6 COBRE-I88UED 04AW POOTINGREVB�NPERMEOUES and ��,' �. mayor, ADDED a�LEasa roorER AT GARAGE DETAIL (FORT m ERa) CMAS PLANMANIENAN2 •2-STORY RESIDENCE - 1W. HEIGHT AS PER LOCAL DIA. DIAMETER P.T. PRESSURETREATED PG MI —MECHANICAL PLAN AND STATE CODES DIM. DSP. DP. DR D.S. DTL. D.W. EA. HLEV. EQ. EX . EXT. F.GFIXEDAS F.G. FIN. FTR. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DSHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FUEL GAS FINISH FLUOR R. SAD, R.A.G. REF. RM. R.O.ROUGH S.D. S.H. 8HT. SHTHG SHWR SUM. SL SLGL sID.ws RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD PG Dl —DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAI—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS WA4-WALL ASSEMBLY DETAILS PG WA5—NOT USED 030M REVISED LINTEL SIZE AT FRONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 04124A5 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER ULL BATSON O'ELBJ SQ.FT. CALC. S M4AS REVISED HVAC V0LUhES ON SOFT CALC SCHEDULE a ELDJ 06roa5 ADDED'EXTERiORMONODEEPFOOTEWDETAILn/s1JA(Ol) LIvWj IA29b .In. GAItA[mE 4W Sa FT• ENTRY 1+ Ga FT. LANAI 88 SOL FT. TOTALPG TOTAL _�� 00A2A5 ADDED LED LIGHB • KITCFEN : BATH PER MARK BO= OVM ADDED STONE OPTION ELEVATICM C 10 (TAMPA) 0311VI9 ELEVATION '6' SIDING -ADDED LOUVER • GADLE ROOF 1441 NORTH RONALD REAGAN BLVD. FLDGR FLUORESCENT SWS SHEAR WAIL PG WAS -WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 FTC. FTG FRENCHDOORSECTION FOOTING TEMP. TEMPERED GLASS Tel: (407) 774-6078 GA. GAR. DISP. GAUGE GARBAGE DISPOSAL, THK. T.O.C. THICK TOP OF CURB Fax: (407) 774-4078 G.F.I. GL. GROUND -FAULT CIRCUIT INTERRDPTFR GLASS T.O.P. T.G.S. TYRU.N. TOP OF PLATE TOP OF AB TYPICAL STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2—DOWEL PLAN GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE HDiL HEEADER CORE W. WASHER INSULR� INSULAATION WD. WOOD TNT. INTERIOR WDW. WINDOW HEA DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUDDER ASSUMES ALL IJABIII7Y FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. wi{ WROUGHHTIRS PG S1.2A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2—LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND ORDER TOED OBUILD� PROJECT' BASEDETAIUNG OR THIS EXPLANATION IN PG S21A—DETAILS PG S3-FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S31A-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.1B-DETAILS CLARIFICATION. S PG DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRTTTEN/DRAWN FORMS IN A TIMELY PG SNI-Di-DETAILS MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION THE BUILDER WHEN NO RFI's HAVE BBEN GIINERATBD FOR UNCLEAR ASPECTS OF THE ON9TRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdaskgigmup.com L AA N: 0003325 , r Wuj 0 `U C sUaary AI: W b SILVERADO LOT #4 BLK. #17 04128.00 -04 7 4EBB "1828-CALL" GARA0,21 IMMUM: LEFT PAGIQ: COVER SHEET 150 MPH EXP. B —i7..u. _ I 10/09/19 clm 1/4"=1-O"TMTC18 GENERAL NOM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Bth EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERK)R 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 AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. 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. GARAM 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 PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.28 GAGE (0.48 KM SHEET STEEL V MIN. RIGID ONadETAWC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALLHAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. WMWORN 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 VMICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. it 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 APPUCATION 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: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY NTH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE24"AND THE MINIMUM AREA SHALL BE8FT .SQ. PLUNHWO 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 VLITH'/2'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 P3D05.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERNM 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 FINNINEB 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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,II2' 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-C1063-11AAND R703.7. FRE REMANTCONSMUCTI011 UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/7 GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS I 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. EXTERIOR CEIUN6S 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 'd N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774.4078 www,abdoeWWoup.eom AA #: 0003325 aIiI�I1I3lild I]P Ntnmxv. & LOSILVERADO LOT #4 BLK. #17 UOJWT 4 28.0 -04171 MODRse 4EBB "1828-CALL" LEFT PAGZ: GENERAL NOTES 150 MPH EXP. B CT DawT w10/09/19 •CALK 1/4"=1"-0" Ils2mcm GN 0 39' -8' I, o ppl a o 1oolloolte o loolfligte o ° angel 0 ° to n C � � o I1 I1, � � � n sr � oYlo �—i�oIEEEEEIIP . w � r aG w � 1 h- / 1111 Cm o IC � � o _ . ® ■', - AS Rl.. ■ �:.1• • oPER SLOG.OMAGH o `I :r o UV— I'G�� 1 J1 11 0rpi MY— E E = = 018Ein oIEE !olE8E8E1lo - I SQ.FT. CALL. S LNIIG 1,828 SQ. FT. GARAGE 430 SO. FT. ENTRY 16 EQ FT. LANAI 86 SQ. FT. TOTAL 2.362 sa FT. ANDaFoRSWOCdD0UM MON DWO E OININNN wm DOW ND WHNND M mmm AIOm P01'1AIN1 MK WINDOW iV S 24/-33 CRITERIA EXTERIOR 8111.41 IB 5 24/-31 DR MR CRITERIA SfsD. MIN. 41 5 23/-29 CRITERIA IiIii O.W.D. 112 1 5 20A/-22.1 BASIC MIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT - t 0.18 Ili CAT. -II, EXP.-B, MEAN ROOF HT. a 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED, (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR IN NOMAL MIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONRWLDAI5 C Ofi TOP PLATE 0 in BAR DETAIL A 9CALE:IR'0' ARCH DTL. B SCALE, 1/2 ■ P-O' FLOOR PLAN bc-Al 1/4' ■ '-F -2-8 LOW. DOOR LLV AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR 4 RILLE. • VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENi DETWEEN THE CsARAC*E AND RESIDENCE 814ALL ISE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' !35 MM) IN THICWdE88, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774.4078 WwwAbdeslliup.com AA #: 0003325 M as w 8. 0 0 NJ: LGAR.A62 v. Als LOT' ERADO T #4 C #17 0*-04171 EBB 8—CALI" swsxc>f: LEFT PAOIM FLOOR PLAN 150 MPH EXP. B DPaiNT 10/09/19 sCALNL 1/4"=1'-O" s!i>mT Al N-19'-0' BLDG. IaGT. FTFION LV12X24 OR EQUIVALENT I6'X&2' FYPON DECORATIVE SHUTTERS OR EQUIVALENT FRONT ELEVATION OCALEH V4 - I'-V' TEXTURED PNIBH NOTE. WALL FENESTRATION PLASHNG AS PER FCCR RTm3.4 OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFATIIC = RM4 SQ FT. NETFRFEVB011AMON AMAMMIR® = V307 1F01MI®VENOIATION AREA = 2M4 r3 7M VENTILATION AREA X SQ RICHES PER FT. 11441 = U34.72 SQ IN. MIN. IFOAr 0VBOIIATI0N .5X IM72 INUPPFAPORTIONOFATM -W39 SQ IN. OFF RIDGEv HALATION ARFA • 1155QHN.PERVId4T 5035/115 ALNOFVENMREMWD 49M AIPOFVVMPRMDtD - S 'AKA OF ATTIC HSTNE PERIMIIBH OFTHE HOUSE, tM TNEOYBENNO EXTF310ROF wALLTO BO®HIOR OF WAL NOOVEMANGS IMMED FEWER 7m M REAR ELEVATION SCALE: 1/4 • I'-m' TEXTURED PNIOH W-s' BR3. HGT. n 0'-C' FIN. FLR LEFT ELEVATION SCALE, V4 . I'-®• TEXTURED FNIS14 OFF RIDGE VENT 8'-S' BRG. HGT.,o _ _ S'-S' BRG. NG -—'—'—'---------------_—_—_------ -------- RIGHT ELEVATION OCALE: 1/4 . I'-0' TEXTURED FNIOH DECO. DTL. A SCALES 1/2 = I' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdeslgngoup.com AA N: 0003325 K L s mW r10 0 evaDIV & LOTt SILVERADO LOT #4 BLK #17 PROJWTIO 4 .00 - 4 7 2HLolmm 4EBB "1828-CALL" GA tAda BVFVW Ot LEFT PAd201 ELEVATION "D" 150 MPH EXP. B n ar- STATE OF FLOpDA OC 1 ROLMD a AR NO 00720 II r A10/09/19 CALM 1/4'=1'-O" ltDIT 29 ADD ELECTRICAL LEGEND SYMOM DEFINITION NOTES —e O&V OUTLET 20 TIP SMLE POLE nov omm 116V OUTLET w OP Ounm VARW W aETCH am Wov arrLu AomL WRERE•IEWRL` nDAIPBI REaISTAR mw 22rV OUTLET (4) Wan COUS tM I�II E R. WTIOROOF domm PAILT OFI a mu INTMaS,tR EOTCH SWITCH S-WAY OP4R aortal 44MAT OMER � ^�i WALL D ' V LILTp""N' CELM6 LI64T © LED 04 LOW O �p VAPOR PRO@ LINT Oloca" D CAN WALL SCONCE Ptl•NR® eYIA. PAN I QM FOR se Fr. Watlowr `1.1off Ian PERSaPr. PNTIWIE fSPECIMS M' ® T-suu uR.r A)gW0 � r Aa1wW0 r AGE Tart) RANXISOCI T 4' P)Io1wcENr p --e--'�--ems �a 4' TRACK LIOW Min 11110111 r ETER O SD. &-we OETECTOII S iCEi7Zl15EC55 WE.Naeorvs Lam]mKw wiEcroR ® Spp eApom wwo DETEam OP NOT LW 7YEN 4' PENDANT LISW "TIRAL &M ► TLLlN041 JACK WATEI HATER oRcwaau r AIR CODRIMI SUM&M JAM TO SU•PORIED N JO J-WON ACCOICMICN W/ EON M WITCH POR SO supPopow 94 G.L.M.To ►644INT ACCQEMNCS WF SOX MAIGOO AS VXW FOR Anna 24• INcwoacla LINT~ nnnnnn N• Nc4NDtlEl1r LINE aTRr DO[fOtl A[1[S 4r SCYDNCIIT Liam smor RAOD LWNYr oPr. socuPmr IC"AD uR PORT • LOCATION a TV JACKS Y PHONE OUTLETS Y PANS TO K vERNED • MCPIQYpR PIQ-GdYTIVGTIOI MEETba • ALL R Y 20 AMP WRANCH COCUITS TO OE AIC FAULT PROrECTED PEE ELECTRICAL PROVII" OF NCd aTY EDITION l'JYYU W NPL OMR ]E4 EDITIOt • 20 AmP DEDICATED LASORY CEWDUIT. • ON • NLAND (NOT OY KIroHIY WWW) • DRNYO/lR DICONINCT TO EQ LOCKOUT N PANEL • WA74000.1 ENNAUW PAY TO HAYS MN. CAPACITY OP SO CM NTER71TTl1T FM ELECTRICAL PWOVINal OF SECTION FIEO PECK ArY mITIOJ OAM) M ACLE ROOM 0E D • LAULT CI rffWJW OT11 POIR FAULT CIRCUON Icom PROTECTION FDR pl PEIMMT oN PEEgRa • WWRWYi N7ETNIOD SHALL NO NOW FlTALLIG cAeLE PER ELSGTMCAL PNOVINONS, OF FROe rtY m nRni • ALL Wlowc TO COMPLY NTH ELECIRK'.AL PIEONNONS Q TYE mL1l A,Y ®ORMJ . ILI. LAI•ia suu.L W a11LaCf® RY rx� v� ANe 1ANA LIVING ROOM C` F'RE -WI` OWNER'S �, 7 GLG FANRED, SUITE PRE -WIRED L' / J CLG FAN wI / PRE -APED \ CLG PAN \\ i DINING n I ROOM 8D. I I I � I 1 S I � > / —_---'8GATCH IN \♦----— — — — — — — — j 0. j \ L --- L GPI L ---- --L GPI f OUTLET I ow \ 1 vP - - •` ;LAUN. FOR DW / -- ------ j u Qi GFI I jE RAN� O\. c�G _PAN. BDRM. #4/ DYIN u" PRE -WIRED (j CLG FAN r IRA I,\I GPI O 44 AF WH � / PS. FOR — — — — — I DOORBOLLARD / I AS REO. • PER EILDG. WALL MOUNTED / CODE LIGHT W/SWITCH IN / ATTIC _ \ GPI ' \ CLdL METER OUTLET KEYLESS FIELD FIXTURE VERIFY 0FOLD LOG' IRRKsATICN +%' OUTLET • 48• AFF. GFI GARAGE — — .-----_--------- .—_-'i� OPT. COACH LhSWT ELECTRICAL PLAN SCALE, 1/4• • I'-D' I `f.100D WIRE W/ OUTLET POR FUTURE MICRO / F7iE-WIRED / CLG FAN CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE I J-SOX FOR OPT. FAN I II' I I �I I I I � I I I I ® I I I I I L I I I LED LIGHTING ® DOUBLE LAV. OUINERV BATH moos•-+-*-+--I-:*,—oo Eta��E� ®�Q�Q� EE��EEW��EEEE�ERJ• ` t•T"�EE�EENEEEE� tl•©�©©� E®EE�EO��EE�EO EtI1EEl♦EO�."�EOE!♦ EEC©©�� EL1 moo--�Ev� o ®oEor-t--�-�a>�a>o as�m�oEOE® moo�om m ® EGTE EETESEE7olw.m mom "'TT-7'.Z�t"7iM ©m EF7EE�7'*•"f'aL'�E7 oo® SEEN EEESEE oo s© o® EEEE��L�—��EE:� EE��L�EEEE�tia EE:�EED�EEF1f0EE© m&-m a��aW��Rea w�WMH OEEEEEEF'i' MEEEEEEE SEE .... 0 _. .,-.... EE^'7 tM WEED EE® �ttr- EEEEEE�EE�?"_! I( I I °L° = I I I I I II'-b• I'-6' I ---------- LED LIGHTING 0 SINGLE LAV. • BATH •2 j BATH J2 I50 AMP ELECTRICAL RISER NOT TO erxE OpLRAL Now* A. ELECTWCAL MAIMAL6 AND NNALLATIONS SHALL COMPLT WTT4 ELECTRICAL FOOVIS100 OF THE MGMA W PROVIDE MY& C4 WEN . K CY N 2' CONDUT OR 2 •Ma AL, TI M . R• OI N 2• CON OUT. (COIWIT TO TE WINAIN AODVE WWT • OVIDWA J coreFurKN eERau WIe AMP DRCONlCr AUT•CH AND EaiJ4YN VOLT M ELECTM FEm IN NEMA M ENCLOOM PANEL \ lQ�LOl 1) LOCAL COOM AND ALL LOCAL FOWR \\ BDRM. COMPANY IpaVIR7Ntw j a ALL CONDYCTOM SHALL M TYPE iTat R WIN \ NOW OTIIRIME. \\ .� / TTLER,MRVICE CAW iE H WNiRY1= CE sERvra ENTRONNIRANq � WN2YRlR WNWl1lR 6- POUSIR COMPANY T N1MaYS1QT EODWYO PRE -WIRED ORAPE rEwYNAI. Ar Law vOLTAOE OONiCTNkI CLG PAN T F71AN MKCIDARi� 114 OI aERVK'! OROUD CONNECTED TO CCO 2 R COPPER lCW N NCIRM ENCAN POOTER STElL F M DUR OR Pp" s W" OF THE SIG& Il to" N PVC VIDED WY I! I WITH THE KLEMM SA2" DIA N a FT LONG CAPPER CLAD PROUD ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesWngroup.com AA S: OOOSS251 w L as O Q i G Y 57BLK iA'1'2 O 7 P3lOJnCTIP 4 8.00 -04 7 MOD A "1828-CALI" OARAGM 8191NM LEFT PASS ELECTRICAL PLAN 150 MPH EXP. B r AWHrIECT: T10 r �10/09/19CAXAh 1/4"=1'-0"Qi lmT E1 2' VTR � I\ i � I \ IC ` .'o V2- \ 112. � I \\ 1 mc LAV 1 t I s I� I I 2 $ � 1/2, 2 WASHER el A KITCHEN SING LLV 2' AUTO VENT iirx u I I 112 1'r I�/��I A U2 9+� I l ...K I " \TUB co PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE 1/4 . '-V' TO 1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774-4078 www.abdoeloeoup.com AA 8: 0003325 , ?r 4 Qio9 sulmm ae loan SILVERADO LOT #4 BLK #17 1pnoJwT# 041 8.002-04 71 BWDZM.t 4EBB "1828-CALI" GARAOR OWDCM LEFT PACIM PLUMBING PLAN 150 MPH EXP. B ROOM A ASOM ACRA L AR NO 93723 I D 10/09/19 OCAXAM 1/4"=1'-0" s smuff P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD s MASTIC. AND INSTALLED AS PER MC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA 90A 2-3.1 4. FRESH AIR INTAKES SMALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL, OR OTHER MATERIALS AS PER FBC &TW EDITION (20171) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FDC 6TH EDITION (201T) MECHANICAL CODE 603J T. BATHROOMS CONTAINING BATFITUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED N ACCORDANCE WITH FDC 6TH EDITION (201 ) MIECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, 814ALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 11 ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIREAMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR& TO RESET DAMPER ALL DAMPERS SHALL DE INSTALLED TO Ma RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND 093R ERS &WALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO ISE A FANTECN DBF BOOSTER FAN OR EQUAL. PANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO NAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLEN LJ'l T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY 4 REFRIGERANT LINES y AIR HANDLER EXTERIOR W4LL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW GLAD T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBGR 6TH EDITION (20T) MECHANICAL BLDG. CODE SECTION 30T2A HVAC DRAINS SCORIATED NICKEL /—FIN. FLOOR BRONZE FL. PL. / OR WALL BRASS PLUG �'—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRAD TOP CAULK P.V.0 OPTI/SPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCINd., DAMPER OR ODD O CEILING EXHAUST FAN RCEILING EXHAUST FAN 4 LIGWT O/A OUTSIDE AIR ® TWEM406TAT m PASS-THRU AIR GRILL SECURE STRAP TO LONG. W/ (2)-3/16'X2' TAPCON6 UNIUN R SIMPSON WD ROLL STRAP OR EQUAL 4' CONCRETE GLAD SECURE STRAP TO UNIT W/ (2) #SXI 1/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE. MAN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUw CO. PLUG FIN. GRADE OR PAVING 110:: 1_6. SEE SPEC, ONr— FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vFL00R SLAB CLEAN -OUT (TYU vEXT. GROUND CLEAN -OUT (TYP MECHANICAL PLAN SCALE: V4 • 1'-0' NOTE, ALL MECHANICAL EQUIPMENT SHALL DE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdosigngroup.com AA 5: 0003325 o� C R as 0 gg gr� summ as LOP SILVERADO LOT #4 BLK. #17 2F'1WJmCT 04 28. 01-0417 ac0DIMA 4EBB "1828—CALI" GAXAGZ ETIMM LEFT I1IPAGIL, MECHANICAL PLAN 50 MPH EXP. B ARCHRECT T12 AR NO 037= , a TM 10/09/19 WCALM 1/4"=V-0" 1 M1 ��. 2X4 TOP PLATE MAN T PIE -FOB TN IQ' CLG BOARD ws *I LIVID IN 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 2x6, WHERE SPACED NOT MORE THAN 24' OTC. (2)TYP. INT. WALL (NON —BRIG.) 21 SCALE: 3/4'.1'-m• 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- '5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a, PIPE THROUGH BOND BEAM D1 SCALE: 3/4'-1'-0' OR •Y LW 2B GAS LINE THRU BLACK ur•r.r IW TAM 2 COAT - P AN* OR'fNT "Im APT4aD 0III1101LY v MAINIMY APP"Wr ATRDVK 1lO. 3 A A JAMBS D1 SCALE: 11/2'-I'-0' RAL POI! go ID TO P" Inx :T rAL Rao. r( It ItOD It 01" 0 ALL (BY IOAr1 AD DOOR FIBERGLASS SHINGLES 2x BLOCKING BETWEEN TRUSSES OVER W FELT PAPER OR PER STRUCTURAL DETAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, OVER 9® FELT PAPER INSTALLED PER SECTION FIBEPIGLA86 SHINGLES FIBERGLASS SHINGLES OR SYNTHETIC MW511 ON J' CAD OVER W FELT PAPER SYNTHETIC PAPER OR OR SYNTHETIC PRODUCT, INSTALLED SHEATHING OR J' CDX SYNTHETIC PRODUCT, PRODUCT, INSTALLED PER SECTION ROM. 1.1 PLYWOOD SECURED PER METALLED PER SECTION PER SECTION R%M1I ON }' Oba. O EAT14MG FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS SHEATHING OR 3 COX ON J' O.SD. SHEATHING /8' GYPSUM BOA OR 1' CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE OR k COX PLYWOOD OR 1/2' HIGH FASTENER SCHEDULE m •—PRE-ENG LLD. TRJ68 m MTL. DRIP EDGE SECURED PER STRENGTH CLG. TYP. TYP. FASTENER SCHEDULE BOARD REFERENICE MTL. DRIP EDGE OH. O.H. STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS IF SEE ENERGY CODE FORME ti ENTED SOFFIT CONT. 2x RAT RUN SECURED PER PRE �'M INSULATION R-VALUES PRE" TRUBB VSTRUCTURRAL. DETAILS VENTED SOFFIT REFERENCE STRUCTURAL MTL. DRIP EDGE PRE-ENG. GABLE TRUSS INEE SULATION -CODFORMB FOR PRE-ENG. GABLE TRUSS MTL. DRIP EDGE PER ELEVATION WEEP SCREED I_m• WEEP SCREED PER ELEVATION 2x FASCIA PER Ty 2x FASCIA PER ELEVATIONS py{'y ELEVATIONS S/S' GYPSUM BOARD OR 1/2' 2x P.T. SECURED R-4.1 INSULATION STRUCTURAL DETAILS STRUCTURAL DETAILS R 2x P.T. SECURED PER VENTED SOFFIT VENTED SOFFIT HIGH STRENGTH GLCs. BOARD WINDOW ATTACHMENT AS E PER MANUFACTURES BPEGFICATIOMS i R-4.1 INSULATION 1/2' THICK 2 COAT RE PENCE WINDOW 4MW AS PER PORTL STRUCTURAL MAKFACATURE6 SPECIFICATIONS TER APPLIED S CEMENT DIRECTLY TO MASONRY PENCE b0 P.T. FURR#JG STRUCTURAL STRIPS • 24' OZ. Ix2 P.T. Rmem 14' THICK2 COAT PORTLAND STRIPS • 24' O.C. V2' THICK 2 COAT PORTLAND S' Cr RJ CEMENT PLASTER APPLIED 1/2' THICK, 2 COAT V2' GTP. WL. BD. CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. DIRECTLY TO MASONRY CEMENT WOOD BABE , cm DIRECTLY TO MASONRY WOOD BASE PLAS EERDAPPLIED DIRECTLY TO MASONRY &-v FIN. FLR L _ _ _ m'-O' FM. FLR O'-O' FM. FLR _ ®'-V' FIN. FLR G. B, cm d. a q: 4: n W/ WINDOW OPENING taTYP. WALL SECTION W/ WINDOW OPENING B TYR WALL SECTION NO OPENING NQog. NO OPENING PER SECTION W5.1.1 - FOR ROOF TO LESS THAN 4:12, A (a)1—STORY HIP BLOCK WALL (2)OLAYER2.IUNDERLAYMENT SYSTEM 5 1—STORY GABLE BLOCK WALL SCALE, 3/4'.r-o IS REQUIRED. FOR ROOF SLOPES 1 SCALE, 3/4'.I'-C' OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE Iv, OR ASTM D 6'151 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407.774.4078 www.abdesigngroup.com AA #: 0003325 �t $us a t h IrMil us � L I„ L� Q 0 d Eli mmm evlwiv. & CUP SILVERADO LOT #4 BLK #17 P1WJWT* 4 2 .0 — 4 71 �3m. "1828—CALI" GA3RA0M awnal. LEFT PAGZ DETAILS 150 MPH EXAR B DATM 10/09/19 6CAUM 1/4"=1'-0" Rlmmm" D1 8MC14RM 2fr4 ON PLAT TO KX IW euT NAILS. 2C !xs .4RAae DOOR ISUCIC uv rol ® V)W A -MOLTS 4' W4090MWC MN. aV YXYNK U"wm AND He 6PACM0 EVENLY FROM FLOOR TO GARAGE DOOR WM N JONM PRIOR TO PILLNO. 1.2X6 PI BLOCK • C.IDITlR OF ® DOOR HEADER WKIl1fWY J-0mTs W OMINIOM@R W M')W W GNM AND WT. ® AL $HALL BE INA0=00VANCE TO ® r H~ACTURERS INSTALLATION I STO CTION6 WHM GARAGE DOOR t BUCK ATTACHMENT 4GLM -.,--- 8' CMU )f' DRYWALL I'X4' OR PX2' P.T. NAILER bt4 P.T. OR % X4' MIN. SECURE THOU FRAME 4 EXTEND i Y4' INTO BLOCK W/ I)(6' TAIRO" (MN. SHANK SIZE .145 MIN HEAD 812E 300 MIN. EMBEDMENT 144' WITHIN 8' OF EACH END 4 I8' Or- MAX SPACING DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 411 DOOR JAMB TO BLACK +3/4 OR +5/4 B + 40 +54 A WINDOW70KSCALE: N.T.S. 2X4:m SECURE TO BLOCK W/ V TAPCONB OR (MIN.. SHANK SIZE J45 MIN. 1 EAD SIZE 300 MIN. EMBEDMENT 1 Yi ) WITHIN 8. OF EACH END 4 IB' OL. MAX SPACING. 2X6,m SECURE TO BL WR-%' TAPCONS(MK qoANK SIZE .148 MIN. HEAD 6I2d)60 MIN. EMBEDMENT I Y4 ) WITHIN 8' OP EACH END 4 8' CMU 18' O.C. MAX SPACING $• DRYWALL 2x&m I'X4' OR M' P.T. NAILER SECURE TO BLOCK W/2-7(6' OOR CASING TAPONB C (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN EMBEDMENT I Y4') TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. ID' Oa MAXSPACING 2X4m SECURE TO 15LOCK W/ TN6' TAFCONS (MIN. SHANK SIZE J45 MIN. H00 HEAD SIZE 3 MIN. EMBEDMENT I Yi ) WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X I6' Or-. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WR-W6' NON-BTRUCTuRAL ) 6' TAIL TAPCON MIN, IY4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 , CMU MIN. EMBEDMENT 1 Y4) • DRYWALL WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING. ❑ 'X4. OR 1'X2' P.T. NAILER 2X8,® SECURE TO BLOCK Wn-!N6' 7#IA . 50' X 4' MIK TAPC010 CASINKa (MIN. SHANK SIZE .145 MIN. HEAD SIZE 340 JAMSOMIN. EMBEDMENT IY4) H TO 2X PER WITHIN B' OF EACH END 4 MANUFACTURES DETAILS. 18' OL. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) DOOR JAMB WINDOW TO , E. KTb. 2X4:m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE WS MN. HEAD SIZE 3" MM.EMBEDMENTIYV) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X B' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W12-INS' NON-STRUCTURAL INS' TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE .1411 EMBEDMENT INTO 15LOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8• GMU WITHIN 8' OF EACH END 4 Yj• DRYWALL 18' O,C. MAX SPACING 2XBm ❑ I'X4' OR I')Y P.T. NAILER SECURE TO BLOCK W4-i(6' CASING TAPCONS (MIN. SHAWL SIZE 34D MIN. HEAD 812E 3" DOOR JAMS OR WINDOW MIN. EMBEDMENT I Yi) TTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS, IS.OG. MAX SPACING NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE. SHIM AS NEEDED TO PLUMB JAMS l D0 NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1 2' DOOR JAMB TO BLOCK +2 1 4" u D fll TO BLOCK +1-1/�" y WINDOWTD BLOCK +2 1y" 2X4m SECURE TO BLOCK W/ W TAM" (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOT NOT E, STRUCTURAL 2x ID' Or -MAX SPACING.MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK LLV2-)Xr'TAPCON NON-STRUCTURAL WA MIN, I-Y4' (MIN. SHANK 61ZE 345 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT 149 DRYWALL WITHIN 8. OF EACH END 4 IS' OZ. MAX SPACING. 'X4' OR 1')Q' P.T. NAILER 2X8+m SECURE BLOCK WN2-%- (MIN. DOOR CASINO SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER 16' O.C. MAX SPACING. MANUFACTURES DETAILS. IM6M 46NNOW W PWa MVWONO! a Af) DOOR JAMB TO BLACK +3" WINDOW. TO BLOCK +3* E SCALE, MTS. 2X4m SECURE TO BLOCK W/ W6' TAPC," (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I AV WITHIN 6' OF EACH END 4 NOTE. STRUCTURAL 2X I8' O.C. MAX 8PACING, MUST ISE ON OUTSIDE 4 2>%. SECURED THROUGH SECURE TO BLOCK W/2-I)(6' NON-STRUCTURAL )S' TAPCONB(MIN. SHANK SIZE TAPCCN MIN. 1-)e 10 EMBEDMENT INTO BLOCK MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 Y4) 8' OF EACH END 4 8. cm )¢ DRYWALL 18' O.G. MAX SPACING. 2X8,m VX4' OR I'XY P.T. NAILER ❑ ' SECURE TO BLOCK WR-INATTAC44 22 SECURE TO TAPCONS(MIN. SWANK TRUCTURAL MEMBER .145 /(2A24i WITHIN 8' OF EACH MIN. HEAD SIZE 300ND 4 6' TO 8' O.C. MAX MIN. EMBEDMENT 1 Y4)OOR CASING WITHIN 8. OF EACH ENOOR JAMB OR WINDOW 10' O.G. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F 2X4fm SECURE TO BLOCK WIV TAPCONB(MK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE, STRUCTURAL 2X WITHIN W OF EACH END 4 MUST SE ON OUTSIDE 4 IS' O.C. MAX SPACING. SECURED THROUGH 2X6.® NON-STRUCTURAL SECURE TO BLOCK UYI-1/4' TAPCON MIN. I -A' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 e' cm MIN. EMBEDMENT I Yi) • DRYWALL WITHIN 8' OF EACH END 4 IB' Or -MAX SPACING. I'X4. OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK W-1/4' )6' O.B.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER W O.G. MAX SPACW- MANUFACTURES DETAILS. N014. Oil YHm TO M"J/ WMO NOT O®W DOOR JAMB TO BLOCK +3-7/18" A TD BLACK +3-T 8" G SCALE, N.T.6 2X4m SECURE TO BLOCK Wdi TAPCONB (MIN. SHANK SIZE .148 MIN. HEAD 61ZE 300 MIN. EMBEDMENT I Y49 NOTE. STRUCTURAL 2X WITHIN 8' OF EACH END 4 ID' Or- MAX SPACING. MUST DE ON OUTSIDE 4 2X6.m SECURED THRouGN SECURE TO BLOCK URA-V4' NON-STRUCTURAL INS' TAPC0NS TAPCON MN. I-V (MIN. SHANK 81ZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE JIM MIN. EMBEDMENT I V49 8' CMU WITHIN 8' OF EACH END 4 )S' DRYWALL IS'Or-. MAX SPACING. I-X4. OR I70' P.t. NAILER 2X&s SECURE TO BLOCK Ukl 1/4' ' P.T. X 4' MN. TAPCONS CASING IMIN. SHANK SIZE .145 MIN. HEAD SIZE 900 MIN. EMBEDMENT I Y4) DOOR JAMB OR WIDOW WITHIN 8' OF EACH END 4 TTAGH TO 2X PER IS- Or- MAX SPACING. MANUFACES DETAITURLS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +3 3/4" H tr + 4• d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdo&Wngroup.com AA A: 0003325 a� V W u 2 D � p o C aLnmly as Lori SILVERADO LOT #4 BLK #17 rnoam 0412 .00 - 417 moDzu 4EBB "1828—CALL" OAP.AGZ aIFEWO! LEFT IPAGM: DETAILS 150 MPH EXP. B DRINT A10/09/19 sCAum 1/4'=1'-O" s321IMET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL37676.9 MI WINDOWS& DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS& DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL15353.1 MIWINDOWS&DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL35279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 107S8.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 30477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 22/31/2020 FL 1326S.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM Q W W W. FLORIDABUILDING.ORG CONTROL DATE:08/06/2019 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.ebdeslgngroup.00m L AA 8: 0003325 1yy � 0 R Bvsally a: Los: SILVERADO LOT #4 BLK #17 P1ROd>oOT# 04 .00 -04171 molmm 4EBB "1828-CALL" GAJtAGZ Bwnda: LEFT PAGM- PRODUCT APPROVAL LISTING t.150 MPH EXP. B DP TM 10/09/19 MAXM 1/4"=1'-O" BIll3wT k. D3 PREFORMED CONTROL JONT FLMIGE OF CONTROL JONTO Td OE BMW TED TO LATH • W = MAK (VSRTJ. ESL DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLER W) m CON L. JOMAY W RR • DURING INSTALLATION —� FASTENERS • 1. OL. MAX VERTICALL / J' TWK K 3 COAT C 91M \ / AR M L WPM WLAYER 7. FDRTPEER VJILDNG PAPER APPROVED METAL LATH FASTENED 41' (VERT.) OCMAX AT SUPPORTS YARD LAYER •L STUCCO WRAP WOOD SNEATMING LATH SHALL NOT •' To •• •• To •• NIRCLOW CONTROL \ JOINTS 1W SMALL M STOPPED AND TIED AT EACMSIDE. PER ASTM7 C1063 PROVIDE 2X4 ELOCKNS 1)014 PLACED FLAT MAX. W TO S' FROM CONTIROL JOINT WHEN CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO MMAILS OR i 6TRACTUIM 6TUD STAPLES N COMPLIANCE W/ A61M CI063 7. WRE TEOi TO BE MO. N) 004T6' WME A BLOCKING 6MOUN MAY BE N ADD( \ TO WALL WTUDS REQIIRED PER PLAN m �d O'----A O LFCIW 101IC•Pt. A ®� L Ct1AN • PT.6 • raLD • aF 4__��7 APPROVED DUILDNG WRAP SMALL 1111111 LAPPED A MNKM OF 6' • VERTICAL LAPS (ROLL ENO6) A 6' • HORU7CNTAL LAP& ALL OR" NEED 1O BE TAPED WITH FORTENER SMEATHM TAPE / / r nla IJr • reT,u uTtl \ \ hC X X X� 1 LATH VERTICAL LAP TO DE i' n n—rn METAL LATH IT WRB LAYER'L encw WRAP WRB LAYER 9. RMPWV! / 4EULDNG PAPER 2 I VY.p-v Q KICKOUT DETAIL 1,01711, sm LAPS OF METAL PLASTER BASES SMALL m EECUIRED TO FRAMING MEMBER& THEY SMALL M TIED GETWEEN SUPPORTS WTH 004ID-K (IM-MM) WRE AT INTERVALS MDT MORE THAN V MA-Ml%t AS PER A67M C1063 1AL POIR REPAIR OF TEAM N WO LAYERS TEARS MAY M PATCkW WA40M WRAP TAPE PER M~ GFIEM OR PEEL a STICK WOOD GIEATI SUILON PAPM STU= it TMI K 3 COAT CEMENT METAL LATH WRB LAYER •2. PORTPE BUILDSG PAPER ATM A"!R WRAP MATERIAL) OVER 1 APPROVED WOUEE WRAP. FLYMN6 Te OR9b DITe PIPE POR LESS PIPE PENETRATION CUT MO OVERLAP ONE SIDE OF / SELF-ADNERM MEMIRA►E —� PLASHING STEP h 4• 6%6* OW-ADMERN6 M@'bR NE MASHING MO`PATIOLE W( HOUSE ~ MATERIAL) OVER 4%4' SELF -A UM04G M WImRANE FLASMNG OVER APPROVED MOOSE WRAP. R_A6MN6 Te EYIIID Odle PIPE CUT AND OVERLAP ONE 610E OF STEP 02 �IM RING MEMBRANE Ills LAYER -L blue= WRAP Wm LATER -2. PORTPIOM EULDW PAPER METAL LATH MAW SELF-ADIERNG MEMBRANE R-AOMM OVER 4SM' SELP-ADFEMNO MEMBRANE INSTALL FASTENERS (GLUM. PLASM9iG OVER APPROVED 6TRAP6, STAPLES) AS MOUSE WRAP• RS= ,, TO EECI#E lLA6HN6 ro E>V7�Io eNTe NNPE PPE) WINE TO REAMN6 4k4' SELF-ADNlR61G MEMBRANE R.ASMNG OVER APPROVED NIOIIEE WRAP. R�1616 TO EXTI.b ONTD PIPE V CONT. BEAD OF SEALANT INSTALL APPROVED MOUSE TRAP AIR NFILTIWTION BARTER OVER SECTION PER SECTION V EIdMIlT1161r1R OMIMd Exterior ua of portland —A pbkv Mall comply with the application reyu—It. of ASTM C 92612A Imiallation of exterior YtliV and lmm'ry shall comply wkh ASTMC 108312A O1FCLDNSWID. ® LrawNUw•rt.A WOOD SHEATHING ORCMU M. A Letl+r.n.6 LiT1MA.PT.6 '� WREt LAYER Fi, LCRRAeS•In. a STUCCO WRAP (FRAME ONLY) LCIIAM•PLO f 1. Faw FT. C DAM In. 6a I.0 TLL1TO CW* a THICK, 3 COAT CEMENT ' PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) LEGEND ~ METAL LATH (FRAME ONLY) • OLAP UNM 4 TAPE OVER DRAINAGE PLANE (WR5 �p0 ROOF/WALL SCREED m8,,,,r LAYER 01, STUCCO WRAP) uAL "". tD elss etlr. I.M=I COAT CEMENT ? 9'x5• 'L' TYPE CONTINUOUS WR5 LAYER *2 (FORTIFI5ER - • — • — • — • — — PLASTER dall"AW2OCAT GALV. METAL FLASHING cm-m r''t um PAPER nlY(Cm 11 pLY) (NAIL TO ROOF DECK NOT SU I L D INCs PAPER) BUILD BID LAYER 9. Wnim IOER WALL SHEATHING) ING W ""M 1. N CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X 6nic" ~"'r"` O1LT' INSTALL WITH ROOF CEMENT LAP LATH OF OtLOW /e/P Ox11 IMLN61L.MNL 4TOP ir STUCCO 1RM7I ORtw �' .�1EaR CEMENT . 6.IIMG L PLAIIM 1 �I ( ROOF %—ROOF PER ELEVATIONS WOOD SHEATHING KICK -Off PLA811M g(11111111 SELF-ADHESIVE FLASHING — — — — — — NOTE METAL LATH: LATH TO 5E PER SECTION R-I03.7.1 / ASTM C-841-(d5, MIN. 2.5 LSS. PER SQ. YARD (UTILITY OR NOMINAL oSP mm a•6a.P . ' �"�11DY' LATH DOES NOT MEET SPECIFICATIONS) ,AmMAX ALLY rA.aLR.P O"L" FLASHING 5 N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774$078 FAX: 407-7744078 www.andeWgrigroup.mm AA E: 0003325 W. I summm as LOT: SILVERADO LOT #4 BLK #17 PROJECT 04128.00 —04171 MODEM, 4EBB "1828—CALI" CARACE 91rRa : LEFT PACE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 10 D aDrr l0/09/19 sCAum 1/4"=1'-0" WA1 BACKER ROD W RIS LAYER M, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMDRANE PLASHINO OVER TOP, SIDE(6) AND BOTTOM FLA1,496 OF NON -MOVABLE FRAME OF THE EXHAUST. AEQUIII vE OF FLA661MG TO BE, L BOTTOM. 2. SIDES, 3. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERII•ETER OF NON-MIOVABILE FRAME AND STUCCO %!L%W, Y4' CAULKMG • JOINT PER SECTION R703.7 hingeo�to fcement plaster shall comply with the application requirements of ASTM C 92612A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT THICK, 3 COAT CEMENT P PLASTER METAL LATH W1RB LAYER ?, FORTIFIBER BUILOM PAPER WOOD SHEATHMG © DRYER VENT (FRAME) DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2B LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHINCs LAYER M, UNIT CO WRAP LAYER Q, FORTIFIBER PREMANUF. DRYER DING PAPER VENT CAP (SET IN AL LATH CONT. SEALANT) WOOD TEXTURED CONSTRICTION H •TEN TO WOOD STRUCT RAL SEALANTa Wit • 1' OC. MAX TOP 4 SIDES 6' CJ uO %i' MIDAIALL 0 DRYER VENT (BLOCK) BUILDING PAPER OVER WRACK FLASH' PIPE THROUGH WALL I 6' SELF ADHESIVE — FLA6FIING (INSTALL PER MANUF. SPECSJ BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.TS. CUT OPENING IN APPROVED 14OUSEUPAP FOR BOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP ELEC. METER FIELD 1 VERIFY LOCATION ELEC. METER FIELD UAPPLY BELOW VERIFY LOCATION CUT SUCH TWA NO MEMBRANE ENTERS BOX, STUCCO SCRATCH COAT APPLY TO FAI EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. 7-W METER ' I'A IV I�L6.LIVL STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL FOR TO ELEC. METER INSTALLATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLENDFOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES APPLY E-Z SEA[ OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS —PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION ADFESNE FLASNM6, CLEAN MASONRY IIIIEFOR! APPLYIMi V FINISH • MASONQT ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) e' WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING`':" MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER M STEP *1 STEP *2 r; WRS LAYER M, STUCCO WRAP STEP *3 APPLY 6m MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP SELF-ADHERI ® NG MEMBRANE FLASHING WRB LAYER n, FORTIFIBER BUILDING PAPER 5TEP 04 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEP *5 STEP *16 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX:407-774-4078 wwwsbdesigrVoup.00m AA N: 0003325 IN 131 uQ ifU bpt � o 0 all I III k, ' B=037 a. 70 SILVERADO LOT #4 BLK #17 PROd>sCT 04128.00 —04171 MODRIs 4EBB "1828—CALI" GARAGD 111111`1111111i LEFT PAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B R10/09/19 1/4"=1'-0"A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - k 2 v2' L CORNER BEAD (FASTENER 4 SPACING • 'I' O.C.) CMU Vs' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R1CORNER BEAD � BLOCK L441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigagroup.com AA A: 0003325 q W. g • E lu Q 2 IL n n 4 g �o axnmly I LflTt SILVERADO LOT #4 BLK #17 ]pnomwTp 04 28.002-04171 MOD>SIe 4EBB "1828-CALI" GARAGE awsNG: LEFT PAGM: WALL ASSEMBLY DETAILS 150 MPH EXP. B CT/ 1 pull" moo', DATE, 10/09/19 aCA* D 1/4"=l'-0" apn= kk WA3 LEGEND DRAINAGE PLANE (UNS LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO eN°o'ia"n°" �— unoD YOND SIEATHndb e�AIMM INlENeThiE F�aw IBEATWER I DAJWAR ,@SISTNE STARTER 61" / `� � UZATTwEN RENSTNE on WSELF-A049MM dJLVV META. OJOODS' FIFO R � ui3oD`nn°+"rEhe R \ .. SEA. GAP 9W ALKM OR APPROVED SEALANT CASM SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL327SO PH: 407-7744078 FAX:407.7744078 www.abdoeigngroup.com AA M: 0009325 L 8 m gg� a i t g 0 oil 111 mmm"N Sulwiv. as Lom SILVERADO LOT #4 BLK #17 Pnon=T# 4 2-04 71 woasLe 4EBB "1828-CALI" aAMAGM ewIIdOs LEFT PAGO WALL ASSEMBLY DETAILS 150 MPH EXP. B s� —2x6 SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP II II I\ I \ I \ 2Xi EUD / 1 I 1 i! V METAL FASCIA \\ WRAP FROM \ 1 STUCCO, I' FROM 1\ ---- — ----------- -- WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ �\ NOTE: NOTCH FOR 2X6 11 DRIP EDGE 1/8' TEXTURED FINISH ! WOOD 1/2' TEXTURED FINISH a CMU SUB BAND ONLY ®ELEVATION ® FL AN A VG' TEXTURED FB415N • WOOD. 1/2' TEXTURED FINISH • CMW METAL LATH WRB LAYER 01, STUCCO ~(FRAME ONLY) WRB LAYER 42, FORTIFIBER BUILOMG PAPER (FRAME ONLY) M ROOFING CEMENT DRIP EDGE �-METAL KICK OUT ©PL/4N B —ROOF KICK OUT REMOVED \\ FOR CLARITY T ROOF DECK (BEYOND) \ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) Ill/a' tEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH s CMU 2x6 SUB -BAND W/I'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-m' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/h'x4' NOTCH o END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x x x x ::.;n... .; x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x /xxxx x x x x x x x x x xx x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%*x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT i ROOF EDGE OMITTED FOR CLARITY AME OR CMU ALL KICK -OUT FLASHING LT 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/1V 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. j LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdeslgngroup.com AA N: 0003325 g I✓ b o 2 uj m D 0 n � BixymlV. I LflTs SILVERADO LOT #4 BLK #17 PRo.> MW 041 -04 71 moaa:s 4EBB "1828-CALI" GARAGM grWENN S LEFT PAOR: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B G C T F'PRDFTDAM 10/09/19 SCAL1R 1/4'=1'-0" xPECET WA6 4" CONC. �0sL0Ae y SLAB 39'-8" 3'-4" — 1 — — — — FM•12X12 — — — — FM-12X78 — 1.1 �I 4" CONC. �I SLAB a g I F-24X24J V-0" �.3 12 . I 10 EXTEND FM-12X18 1 SLAB 1 12" 1.1 I i Iz I. I I F T.T I. SLAB I I ILL I I I I I I I �I I I .I LLI I• I 4" PVC L CHASE — — — —-1 TE I I I N • 4 5 12 : = �-- 4" 17'-8" 2'-8" I I I • 13� 5 , io . ILL o I I EXTEND 1 2 1. SLAB 1112" 4"CONC • I FM-12X18 m ( law SLAB I Oa 3'-4" I )y 4:3— 12 i I, 7 122 2 LL 5 J F-FIVIC-12)(18 + FM-12X18 FMC.12X18 4 L _ FM•12X18 J 4 2'-8" 18'-0" 2'-8" 3'-10" 10'-7 4'4" 14'-0" 21'4" 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE --O-0". 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 LAM AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOVWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11. L9NDICATED #5 BAR, ENDICATES #B BAR, MDICATES #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 (05= 30", #8.38'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL SEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE *VS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530.13/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5.13, USING: Fm= 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUTMW PSG, UNITS LAID IN RUNNING BOND. 18. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWNI SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, &h EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. I REMARKS Bx8 W1.1-1.40VER GENERAL 3 12' S MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. LONG TEA 8" SEE PLAN 10, FM-12x12 17' CONTIN S 12' (2)*Us FM_12x18 1 z CONTINUOUS 18' 2 #Ss FMA8x18 18" CONTINUOUS 18" - (2)#Us +0'-0" FMC-12x18 17, CONTINUOUS 18" - (2)# s F•24x24 24" 24" 12- s s - &4' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdeoWWoup.eom L AA #: 0003325 Qap 8 W 2 L L ¢q 4 a b sumxv. ae Loan SILVERADO LOT #4 BLK #17 041RJOT 8.00 -04 7 xoDMA 4EBB "1828-CALI" GAPMOR QTIMIGh LEFT PAGIM FOUNDATION PLAN 150 MPH EXP. B 30" MIN. EACH WAY MONOLITHIC FOOTING 2 g STEEL REINFORCING IN GROUTED Z d STEEL REINFORC INGINGROUTED CELL SEE PLAN FOR SIZE AND �•• _ . a 0 0: CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a SPACING REQUIREMENTS •^-' v_" �—_� _.+-...�..._ GARAGE DOOR _ W N • .. la. RECESS mj �a to Q ..I•J Iv� �FLLI M 9• CO)aZ 6" CMU WALL O S" CMU WALL .. CORNER BARS, SAME SIZE AS BAR I Lu S Z i - �.•I d. IN FOUNDATION WITH 30'LEG EACH • WAY AT ALL CHANGES IN DIRECTIONS y U N TOP Of SLAB TOP OF SLAB al SO THAT THE STEEL REINF. IS CONTINUOUS I ... / � /�—'��''�� •~~° MATCH AMOUNT OF CONTINUOUS BARS ?k CURB FOR EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (iSTORV) BAR SIZE 48 BAR DIA 03 Ili ° EXT. PORCH SLAB (l TOP OF GARAGE -. EE SLAB SCHEDULE • R. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE /x MASONRY UNITS SET �. yJ, AT ELEV: \�F/ W/ 1/2` ISOLATION JOINT (W-IERE ' • •. e � 8" CHAMFER (2STORV) 04 24" W/ 1/2" ISOATION 4' CHAMFER (1STORY) Il •.. 8" CHAMFER (2-STORY) X.'. 0'-0' i SEE SCHEDULE 30" JOINT 1WHEREAPPLICABLE) _ ..: EE SCHEDULE#S ARE MADE FROM FOUNDATIONS HAVING f FOR WxD, BAR SIZE 36 APPLICABLE)ANSITIONS FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (Is. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 scAE:34"=1'-o CORNER BARS DETAIL DOOR OPENING SDALE:3m=1'-a' GARAGE 3 4 SCALE: 3M"=14" SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 46' LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON AND NAIL Wl 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 w 2.4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING LLI •� I WALL W/ SYP WALL W/ SYP No 2 STUDS SEE 2" CAPPED o a NEW REINF. BAR S N No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB NH PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED Wl 2- PART SPACING. SINGLE BTM. PLATE 1/2"x&" WEDGE ANCHOR W Z' BTM. PLATE TO BE PT. W/FLANGE BASE ® a g EPDXY. MIN. EMBED TO BE PT. PROVIDE OBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 6", UNO g PLATE EPDXY 5-1/2" EMBED. MIN. ®18" OC SLAB W/10d MASONRY 4 _ FOLLOW ALL MANF. USP SPTH4 OR SPTH6 BTM MAX NAIL i6" O!C STAGGERED. SPECIFICATIONS FOR u) USE AND AND TOP PLATE ANCHORSw ADDITIONAL METAL CONNECTORSNOT SECURE FLANGE 70 S H m PREPARATION OF 10d x 1 1/2" COMMON NAILS REQUIRED WHEN NO SLAB W/(4) 1/4" X 21/4" O HOLE. FILL ALL HOLES, 00 NOT USE to N UPLIFT IS PRESENT. TAPCON6 W ¢ 10d x3" W W M SLAB SCHEDULE It SEE SLAB SCHEDULE q O' QO [SEE 70P OF SLAB .=AND TOP OF SLAB 4" CHAMFER (1STORY) 6"CHAMFER (2-STORY)41 ULE EQ. EQ. EE SCHEDULE SIZE FOR WxD, BAR SIZE ADDING BAR TONTITY AND BAR QUANTITY MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 8 60AL.E: ll4"='' V' (W/ UPLIFT) SCALE: 3t4"=1'-0" scALE: 3 a'"=r-a' (N O UPLIFT) LAP TOP PLATE A MIN. OF 46, AND NAIL W/ 18d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z g WALL W/ SYP No 2 STUDS SEE p a PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W"t d MASONRY NAIL 2 W m 16" O!C STAGGERED. ADDITIONAL METAL U_ 4 CONNECTORS NOT m N 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. Z • POURED LINTEL CONT. (TYP.) - :, '�•. B"CMU FILLED CELL (TYP.) _ TOP OF SLAB SEE SLAB SCHEDULE I° N.• 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" DIA. USP 72MM BOLTS 5" -0'-0' i = — ,° MINIMUM EMBEDMENT INTO TOP OF SLAB A• "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH IS" O.C. VERTICALLY MAX ° ,.• . �• !!• FOUNDATION AND SLAB 4 SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION (D��IN�TERIOR (NO UPLIFT) "' SCALE: 3/4"-1-0• 11 SCALE: 3/4-l'4r 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.andesigngroup.00m AA #: 0003325 Pi W L 6 � �089� �•I O a 0 sumxv. ae Loa, SILVERADO LOT #4 BLK #17 Pnoj=T 04 28. -04171 MOD= 4EBB "1828-CALI" GARAG3 swnaG: LEFT PAGM DETAILS 150 MPH EXP. B DOWEL PLAN SCALE: 1l4" m T-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdosigngroup.00m AA#: 0003325 , K$g L k lu rL a LXCu O U11 O QQ Q a7 'J 1 I ll a C summ a LOT: SILVERADO LOT #4 BLK #17 [Pnon=Tfp 04 28.002-04171 xozom 4EBB "1828-CALL" GAliAGN BIF M02 LEFT PAGM DOWEL PLAN 150 MPH EXP. B r 10/09/19 1/4"=1'-0"1.2 w Is TIE VERTICAL REBAR TO HORIZONTAL REBAR W/IO'HOOK GROUTED BOND BEAM CLEAN OUT REQUIRED FOR INSPECTION �. "•"' TIEVERTICALREBAR • •a ! • . TO HORIZONTAL REBAR W/18"HOOK a. BAR SIZE 148 BAR DIA Z W #3 18' > #4 HU #5#8#7 HORIZONTAUVERTICAL %,� REINFORCING #5 BARS o ;I 8" i 1'-0" Eli 1T -0 CMU UNIT DIMENSIONS ARE NOMINAL SIZES • MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407.7748078 FAX: 407-774.4078 www.ebde*WVoup.eom AA #: 0003928 � a� a O avan:v & X O'h SILVERADO LOT #4 BLK #17 !1lOJisCT - 4171 1[ODiQLt Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 4EBB d SPACING REQUIREMENTS "1828-CAU" GARAGN sward m O 0 N Z 8" CMU WALL LEFT VAG& .- a-0 • TOP OF SLAB • 4' TOP OF SLAB •� 8 �• •. Z . SEES SCHEDULE , W a BAR SIZE 48 BAR DIA > • < ! DETAILS EXT. PORCH SLAB 4" CHAMFER (1STORY) O 4 #3 1'r O a W/ 1/2" ISOLATION 8" CHAMFER 12STORY) • JOINT(VMERE a #4 24" .4 APPLICABLE) Z � ATCH STEEL REtNFORCEMENT _ 3d. 150 MPH EXP. B 8" PVC CHASE THRU FOOTING PER SCHEDULE #e 36' #7 42 e" PVC CHASE THRU FOOTING MATCH STEEL " SEE SCHEDULE REINFORCEMENT BTATE FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE:3/4"=1'-0 CT O MUM A ABOU"CRA L AR NO ions A DATm- 10/09/19 sCALLY 1/4"=1'-0" /Ii� S1.2A FRAMING NOTES: I. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/P" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 10 HOG NAILS, WOOD TO WOOD: USP RT16A 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 WTH 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 (41, 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN W#TH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" • x 2 7/8" LONG, WITH WASHER (p18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN! ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWASE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH /T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (c) WH REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING 881 MASONRY 3000 axe 1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U{NTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS `Iw�M99 SAFE LOAD - POUNDS PER LINEAR FOOT �9/N SAFE D `/ SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH Na te,la w e eP,sa tt•gv tetoos enrn tales smIS ePaIS V W a," ogre V" t79F70 TYPE LENGTH 9F8 S TYpE LENGTH 41IF" eFml7 f'M4T 4ntMt tP�417 1Pg4r 1#n4r t#",tl wM4t NUN 4!I#IT tnttr VISIT Mew 8'd 142i PRECAST 2Mm4w mas as m mm lam Yd (42') PRECAST 1029 low 1999 Yd (42') PREJIBT Im ME aw 4w m am 7w s113 7w ew Im11w Ma m fIS4 4w ew 4#te 7w 4'd He9 PRECAST i999 1 ww Iw 4w ew lle4 aw (49') PREG9T M M 1809 4 0' (4C) PRECASTwa GO as IM ins IS7e M tag tw 4w aw Tat em UK lowrd m Itw IIM 4s10 4"a ewe 4� �� PRECAST US,t,M tw 210 fat wIS 4w wM 4w rd PP'.F('.ASi 89Q 891 t0A 4'd PRECAST aw vet we aw me an allms ms aM youan few i1101 WS im me 414111 011 M Br Ia9 PRHCJ18f 1277 is" "m so aw Im VMS Aft ow on PRECAST 411 411 74e ow (N9 PRmABT ,w 1 we an as tat 4w Im as on lm MM Im as as as an 4w F-Ir PRECAST 1062 Ha tfn Im as aw aw sm BMW Cs 1 PREGBT 210 8� M6 9la (7a) PRECAST w sat tow M. Aim- tm "m as am 71 em w ,m 1 Celt = I ow I Iw 1 41311 Sd (7a) PRECAST so 1w at" 340 tat trot om w rd pa) PRECAST MR 721 440sd (M PRECAST Im tltee " I wt ew M m, awe ,m Go aIS wIS awlw Iw 7V' OM PRECAST 749 m/ 17n as sae tea IM, as rd (w) PRECAST 424 514 26f rd PO PRECAST 7L fat 1a1 I?w an mmaw Ty 1g1 I Iw m I sts I >o I sae 84' (11PRECMT "� 994 w „a Ion as m te1M aw S` (++"� T &Yl 210 Ste• (+m PRECAST w to t 1 III MOD" m as fw m ag an w I we Im I ,w I =4 I aM 18d (+2S•) T mw w w ,aw as 2M2M s 18d (+257 PRECAST 291 401 190 10'd (t29� PRECASTw w w w , w, 1w Ma m wa 4a 1 t,a IMA IMA as OR 11'4' (1J0') PREGBT aaz MA w 1w 1w em sw 4w 11V• (186') PRECAST 28D 452 194 ,+'-4' (+2e') PRECAST 4/4 w w ww ,w Igf w w wr ,w as SIV 4w 484 m I ice. wad tw we" rw ( � PRECAST w w 1w sm mo as 1" (1401 PRECAST 2" 4o2 U7 1sa' (14r) PREaw 47e 40 to w It I ,w w wt ,a4 tw M VG as ,17o w I w Im tm.Jw an I" Mn PRECAST 2M4n m "S WI "a INS an aM I" (t907 PRECAST 217 324 110 18'< ps9 PRECAST aN w m 7a w imp' 1w 7a we I'm WE SW wt 4M 70 wg w 1 tm ir-0' Mn PRECAST 279 4g 7w /w IW 2tV we 1r-0• (106) PRECAST 2M 288 100 1rd UM9 P"SAR w w on to w 1 4a 70e fw we Ism, 2w 9Me lw 'm nt Im t 7Iw 14d (7» PRESiw89� NR M "1 m m Mt M at I" (17W) PRESTRESSED NR 294 91 w4r (17n PRESIRMW w w w w w w wt w w t w 1w fw /w 4g m wf iw ate a,7 a/M 1" (1841) PPAMRBM Nit Nt NR M m Mt M w low (181� P N.R. 298 98 18-: (ion PMMRMW w w ws w 4a ws m w 7a , a1 1 ,w sa Ito ,w ilIS teN as aw 1r-r 0109') PRCSIREB9Ep N.R. M M w w IR "t IR 1r4• (999� PRE$ifaBBED N.R. 194 d< 1TJ' R.OS') PRE w ," m w 4a w w w w f 7g an on IwI w W w m "m we aw i8�4' l PR6811 NA M IR NR NR w 194' On Nit 1* BE 78�• a92•) P In to w w w O 4a w In M1 m 1 t47 tm w w 7IS tar tw tw tiro 21 �' R99'1 PRE N.R. M tw rIS w sA M M 21'•4• ') PI937RFi9® NR IS 42 27'+ (2897 P to w m w 410 w w Ig w w w 1114 GO wee 91'-0' R9r1 PRESIIS 1IS w m IV w w m w 7n 4a w w MM w "gam' i%W) PRESfRE888D NR M M M M M M Itl 2EIP C7 PRE$Ra99m NR 119 40 116 w w w ww 1w iw ,w 1st m 170 w w w w 4fe w 4a w m 2P4 f ") PRE81RE99® N.R. w Mt to Io NR 10 OR 24%r wn N.R. W 28 2rd p28'7 PRER1RNBm w w M w pi 4111 f1dal m wd ea to w w w w tw an (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. -ALLVALUESTAM FROM SAFE LOAD TA91E•W BY CASPOREfE WY 2019 EDRION -PRECAST PRODUCTS SY 071818 TO MEETORE)DOM VALUES SrATW ADM -ALL PRECASTPRODUCPSARE TO SE DWALLED PER MANIMACi(91R SPECIFICAT10N8-PROV�T M9SIRMICOF SEARINSPAST EACH SENT OF IMINDMOPEN98i PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE DIWSION ACCEPTANCE #: 18-0126.03 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 I; I1 1; 1; 1` 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ----------------------------------___ _ ------ m---------------- 8F78-1T/ -OH—MS SF TlOMNB II 1 i 1 ♦ ♦ I 1 ♦ I 1 I ♦♦ I 1 rl I ,� 1 r-----T I I L-----J S'ti LIFT BEAM 8F8- UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-8". UNO. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdesigugoup.00m L AA 9: 0003325 C w A IL IL Z B Ty O i minty a" Ian SILVERADO LOT #4 BLK PROJWT #17 4 1-0417 HODRIs 4EBB "1828-CALM" GARAGR /IIIWO1 LEFT I1PAGR1 LIFT BEAM PLAN AND NOTES 50 MPH EXP. B BCAXM 1/4"=1'—O" 01MIEW s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1Q' HOOK — 30" TYPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 314"=1'4Y' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)*5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL 18 PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. JIDTH # OF #5'S, IN 2ND BOND BEAM COURSE ��16-lTll / B NOMINAL HEIGHT # OF #5'S, TOP BOND BEAM COURSE IT IS THIS ENGINEER'S INTENT # OF #5'S. BOTTOM THAT XFXX-1T/iM/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1T/OM/0B INDICATES A SINGLE BOND BEAM WINDOW PRE -CAST .31W" WINDOW 4. SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 TYP. SNTm BE BOND BEAM I 5�1#6 2�—Jr 1#5 TYP. 8'k18' fp BOND BEAM 8z16 DBL. BOND � i BEAM W/ (1)*5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM 7 OF W/(1)#6 BAR .,, BOND BEAM GROUT SOLID FROM LINTEL TO TOP OF BOND OF :.PENING BEAM SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS ME OF OPENING PRECAST HEADER(MIN) — 2X4 (MIN 2 X 3) 1-3/18 — TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2.0 (MIN 2 X 3) 23116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1W) 8' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2.8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 /2- SOLID BLOCKING — 1/4") B" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END EMBEDMENT 088 SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0' SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANCE CHANGE IN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroupcom AA #: 0003325 1u� i u O C1 WQ 0 POOR a Mgt SILVERADO LOT #4 BLK #17 PlIOJi ' 41 -04 7 WIDDIn.1 4EBB "1828-CALI" GARAGM ew010k LEFT PAsm. DETAILS 150 MPH EXP. B INICALI: 1/4"=1'-O" S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 W/ (9)10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 110 HOG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 10d x 1 12" 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'). S. 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 REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS38, .177"' x 2 7/8" LONG, WITH WASHER ®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. TRUES MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5W LBS SHALL BE FABRICATED W/ A 2x8 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. 1 TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST B" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" - l'-D" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdes4Mgroup.com , l AA 3: 0003325 o v O Q a t :k WJIM rL ? S p 3 1y O 7777 aysD:v ea more SILVERADO LOT #4 BLK #17 lipmonmTo 0412 . 0 -04171 MODMA 4EBB "1828-CALI" GARAGN swnNGe LEFT ]PAGIM FRAMING PLAN 150 MPH EXP. B I> DA�l'!cc 10/09/19 ISCALM 1/4"=1'-0" S3 PLYWOOD SHEATHING, SEE M 1175 UPLIFT USP "ROOF/WALL/FLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND (4)1/4" x 2 114" FASTENER SCHEDULE" TAPCONS TO CONT POURED LINTEL A-(1)USP HTA18 TRUSS ANCHOR WITH (9) 10d x 1 i/2" TO TRUSS. FL*17880 #� 1900 UPLIFT (2) USP B-(2) USP HTA16 TRUSS ANCHOR WITH (9) HTWM20 INSTALLED ON PRE-ENG TRUSS 10tl x , 12" 70 TRUSS EA STRAP. FLM17880 OPPOSITE FACES OF OBl STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W/1010d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT CONTINUOUS BOND BEAM ,x2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECNRAL 2x SECURED W! (3)18d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ tOd TRUSSES 0 24' O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12' O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (1 STRAP) TAP CONS MIN, 2" B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) COVER 2" APART a_ TYPICAL TRUSS/ 1a 1u GIRDER CONNECTOR(S) SCALE (2) 21 No.2 SYP DIAL 2x4 BLOCKING BETWEEN BRACE W/ (3)12". EA TRUSSES WHERE TRUSS (DIAG. BRACE TO .-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0' _0" TO 30'-0•' (1) "X" BRACE SEAMS) 30'-1" TO 00'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X'• BRACE ® CENTER TO BLK W/ 12" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA U-1(2)l0d.CEACHTRUSS STRENGTH EPDXY 8" SEE ARCHITECTURAL MIN. EMBED. AT 370C MAX iE-ENG GABLE TRUSS SECURE GABLE TO 218 P.T. PLATE VW 12d's 8" STIFFBACK (ASPER O.C. MAX TRUSS ENG) CONT. 20 SECURED W/ TO BE INSTALLED 10'-0" G.C. MAX SEE SCHEDULE FOR BOND BEAM REQ. OUTER 113 OF SPAN ONLY BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:3/4'•=1'-a• NOTCH DEPTH 1/4'D O /7--,HOLE EDGE>5/S" /�—nOLE DIAMETER / 2/5-0 SGL. STUD EDGE>5/8' PLATE \� I I I —HOLE3/5'D DBLESTUD STUD NOTCHING AND BORING LIMITS 8 SCALE: i V2'=1'-a' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WAND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT,BA (FLM17236) OR LUGT2 (FLIJ17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F,, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Ft AND F2 FORCES. SALT�� REPAIR OF MULTIPLE ISPLACED EMBEDDED TRUSS ANCHOR 0_�CAUE: -'=V-a' `s 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesWWo"P.dom AA M: 000332. w K L b o� O glow Ll mmm SUBDIV. 89 LOTS SILVERADO LOT #4 BLK. #17 PROJWTIy 412 . - 4171 HODZU 4EBB "1828—CALL" OARAON 8wix0: LEFT PAGM DETAILS 150 MPH EXP. B ARCHnrim WrA-M CC 0 1 19' PA) LAW A ABOUCHACOA AR NO 9370 , D 10/09/19 BCALIM 1/4'=1'-0" sxCEr S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SHEATHING SEAMS)(BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING G VERIFY SECURE 2x8 PT. PLATE TO ELK ;,r , W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 2x8 P.T. PLATE W/ 128s 6' O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10ds ® EACH TRUSS TO BE INSTALLED 0 10-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.eom AA 8: 0003325 J as ;rQ iu Q�QQ� 4 sv3Dly ae WTe SILVERADO LOT #4 BLK. #17 PEOJECT 4 28.0 —0417 MODE .9 4EBB "1828—CALI" GARAGE swam: LEFT PAGM DETAILS 150 MPH EXP. B r'pluNT ON Dw10/09/19 a1CALM 1/4"=1'-0" S3.1B 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 6 TRUSSES) 0'-0- TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (i) "X" BRACE CENTER (2)-X" BRACE DIVIDED EQUALLY STIFFBACKATALL 2x SUB4 FROM CENTER TO END, UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRU6S MFG. 2x SECURED N4(3) 16d ENGINEERED V40M GALV. COMMON NAILS. TRUSSES 0 24" O/C, 1x2 SEC URED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12, O/C AND APPROVAL SECURED W/ (2)12d's MASONRY BOND BEAM EACHTRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 0 W/ HIP RETURN SCALE314"-1`7' PRE-ENGINEERED VALLEY TRUSS CONNECTION L SCALE: N.T.S. .is I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeoWngmup.com AA #: 0003325 1 4 0 CA m b O ntnmzv. ae Loam SILVERADO LOT #4 BLK #17 P"T 04128.00 —04 7 z{oazaza 4EBB "1828—CALI" 0AXA Z OWD402 LEFT PACE: DETAILS 150 MPH EXP. B rDATM 10/09/19D 1/4"=1'-0"r3.1C F q OAHLE-EN) f_� HIP ROOFF A ROOF WIND DESIGN PRESSURES NET(GROSS) A 7-10 ZONE 1 •8.97 PSF (19.97) ZONE 2 •17.98 PSF (27.98) ZONE 3 •33,53 PSF (43.53) "A"• V-O" END ZONE DISTANCE BASIC MIND SPEED: t 50 MPH NAND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT I OA8 ROOF DMPMMOM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' OS B. OR 112" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d 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 Bd GUN NAILS (0 4" O.C. EDGEWISE 27 4 BLOCKING ALL PANEL JOINTS WY IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN, LENGTH MIN. DIA SHANK TENSILESTR. SHANK 8d RING SHANK 2 1/2" 0. 120" 170,000 RING SCREW SHANK ((16-20 RINGS i ER INCH) Bd SCREW SWANK 2 1/7' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1564 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (]SANTA) ESR-1539 EXTERIOR 0115MBN0 USE 1/2" COX OR 7/1 S" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS C O.C. TOP & BOTTOM PANEL AND 8d RING SHANKGUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES W. LL Y Z f U 0 G D Z Z , C7 Y to a J 3W8 J Lu UP W Z U N UP `a ICI TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST2 FRAMING SPACES AT EACH END. R�FLE ! OR TRUSS —` mmm ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR ABLE END FRAMING Bd RING SHANK GUN NAILS 6" O.C. IN FIELD' 8d RING SHANK GUN NAILS N212' O.C. IN FIELD or Ed x 2 1?' SCREW SHANK PNEUMATIC SCREW -NAILS @ 12' 0.O-q FIELDJ\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND S1TE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWIR NGS. APPLICABLE BUILDING CODE STANDARDS: FBC2017, 6th EDITION AG 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASI'M C33. MAXIMUM AGGREGATE SIZE SHALL BE Mr. ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR ABLE END FRAMING Bd RING SHANK GUN NAILS 6" O.C. IN FIELD' 8d RING SHANK GUN NAILS N212' O.C. IN FIELD or Ed x 2 1?' SCREW SHANK PNEUMATIC SCREW -NAILS @ 12' 0.O-q FIELDJ\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND S1TE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWIR NGS. APPLICABLE BUILDING CODE STANDARDS: FBC2017, 6th EDITION AG 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASI'M C33. MAXIMUM AGGREGATE SIZE SHALL BE Mr. PROVIDE 8%AIR ENTRAINED CONCRETE EXPOS® TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb =1100 PSI AND MODIILUS OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SA&SONGROIMWNE EINDICATED ON ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED B INCHES AND SENIDNTTIRMFESIVETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES L BE RATED TO RETENTION LEVELS OF 0.25 UM FORMWORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL UTE SE SMAALL BE TREATVE TED FORMIY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %' OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLAN$; MINIMUM NAILING PER FBR 2017, Blh EDITION SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHTECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.OEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SMALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRAG NG, GUYS OR TIEDOWM4. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE AG W00D TRRUSSES; TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND 317E PREPARATION STRESSGRADE LUMBER AND ITS FASTENINGS' BY THE WPA. TRUSS DESIGNS SHALL BE SIGNEDAND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT-[XPPEDGALVANIZED. GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED INACCORDANCE DESIGN LOADS; W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. DESIGN FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPINVTCA SCSI 1" AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES. 20 psf TOP CHORD noncon nt TYP. MIN LAPS SHALL BE AS FOLLOW6: #4 BAR - 25" #8 BAR - 36" 10 psf BTM CHORD non-oorimcrent #5 BAR - SO' #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36'x 3W CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONSWITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982, 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 pef W/ No GYPRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psi HIM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: I Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Pef RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING WAND DEAD LOAD SPEED 018E MPH RI GUST (ASCE 7-10 ABBE R2017) EXPOSURESURE B, B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STAIRSUNINHABITABLE HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) STORAGE:: WITHIOPf,FIXED DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE NTS: AND DECKS: 40pBf, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS' SOpef, PASSENGER 40p WITHOUT THE APPROVAL OF THE ENGINEER STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VOEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: SOW,, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY" PLAN SHOW NG COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW' "SPECIFICATION MASONRY STRUCTURES" (AG 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTALTO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM CSO, GRADE fm - 1500 PSI, BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WHO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR U DRAWINGS SUBMITTED WITHOUT REVEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLAq NG CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT ASTM C<76, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI A728 DAV3, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIflEOIN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMl1M 3/8" CONNECTORS" BY LISP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. - COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL WBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE 70 CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATK" SITE PREPARATION' TYPE'1M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE W TH ASTM D-1557, TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS 70 RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF 917E PREPARATION EFFORTS. LOCATIONS FAILING 70 MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERSt, U.N.O. 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 STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE `c=Pzm 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 CONCRETE SHALL ACHIEVE MINIMUM 2B DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Py = 36 Iva FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B. Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = M W. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0NGRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTERRACE SLAB ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL COMRALTORSHiPLLSUBMR PRDPOSEDMX0E31GNS,WRH HISTORICAL 3TRENGTHDATA FOR EACH SEPARATE MIX PPo0RT0 TRENGTADATAFOR ECHSEPARAT MXDYLNOT OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL E(CEEDSORICAL CONCRETEPLACEMENT,SUBMIT CONCRETE SLUMP BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM CB4 OR MEASURING, MANG, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J43OLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCH®. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT S(CEED 90 MNUTE& IF FOR ANY REA40NTHERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUrES, THE CONCRETE SHALL NOT BE RAGED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER FEW SHAL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH F OU DATKINS) B. FOR CONCRETE EXPOSED TO EARTHANLOR WEATHER 1-1/2'FOR#5AND9WAI ER 2" FOR 06 AND LARGO C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPIlp1110N .1. ttR SPOONS RE.— APPLIG 812E TYPE BRACING REMANC4 11Q PT FURRWG TO MPSOIJRYlCONO CASE HARDENED COIL NALI H7 LONG. S"QC OMAOEDOOR BUp( TOMABONPY/Ow 1N'pA NOWABHFA TAPCON ANSOPRY FASTENHi BOIL P112'EMBED.. x'ENDpBf., IIR'®[PE DIET. SOD. PL.IXT. DOORS CASE HARD@l®COx B"Ox: WWDOWIOOORI FASTBIED .—EWOR BLIpt IIT'DI4. "AN. --LT 4"EMBED..x'EWCIBf, Ix PT, SEE—. NNL I IIY'LgVG. 9TAOOB2® IMOLN90NRY/OJNC TO MOaDNPYIOJNC WpgHEp S'ECOE— vSNDDW— c EwuoENEI B'oc WNOOWIDOORP—EN. METAL amrnro CONTACT THIS ENGINEER FOR SPACING PT. BEENOTE9 LI Ia"LONG. STAGGERED NTD MaeorarmDNc. MABpVRYICONO REQUIREMENTS EM. BALING DOOR p)9n a'p4 'TAPIS.� II EMBED. e`BA NONdEAPoNG W000 II EXPANSION 2x.� '.EMB.O'@A BOCx 2Y PT, ESEENOTEe NOWABifR FAAPBTPSt OI8T.,1 tY2"EDGEp WKL TO CONE. SIPS FA BOLT pT.. 9"EDGEED 019T 2. PT WINDOW Apt O.ta9°PAFx2 fA" B'OS: <'ED.DIBT,11/Y PT 10 MEL DAL., SEE WI WABiHi 8TAG09i® EDGE p8T NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED C PAP SHALL BE HILT) XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS MADE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwAbdaskgngroup.com AA #: 0003325 1 K S � r O g C sysDIV ee XD'n SILVERADO LOT #4 BLK #17 PllOJn" 04128. 0 -04171 4EBB "1828-CALM" GAPLAGN OTi1IILTGI LEFT PAGE: DETAILS %150 MPH EXP. B E