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HomeMy WebLinkAbout35586 Stella Vast Dr99 91828-4EBB-CAL19 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES JO 2 6 2020 REVIEW Ff DATE CITY pLp,N EINER 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 .nn= B[ RMN �, L ABV. ABOVE LAV. LAVATORY DATE DESCREPTION ' ars »r (7) • AFL IACAL = RATE 0ODM AC AIB. ALT. AIR AD CONDITE ALTERNATE M.C. me MFR LUMINOUS M®INOU CABINET MANUFACTURER 01urA6 cor3peleO ARCHITECTURAL SHEET DESCRIPTION OV "S 20I1 ROC WDATE DR HORTON HOMES OCCUPANCY - RBSIDENTlAL GROUP R3 AD Bo. AMPERA J30AM ENTER LINE Nam` M.T. MINIMUM ETAL METAL THRESHOLD PG Cl—COVER SHEET '"B C°8�" D ONVIS SIDNG ELEVATIONS ADDED 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 •CONSTRUCTION TYPE DTTERIOR FDasH •BASIC RDID SPEED •�0 • 1—STORY RESIDENCE • 2-STORY RESIDENCE - VB - CUSS B - Vult=150 MPH ve�a=uB MPH - B -MAX. HEIGHT AS PER LOCAL CAB. CLa CLR CorC. CPi. C.T. D. D.0 D.G. INA. CABINET CEILING CLEAR CONCRETE CARPET CERAMIC DRYER DOUBLE DIAMETER rxiAI.B;YER MTL. O.C. OC PL P.B. PH. PLY. PR. PT P.T. METAL NOT TOSCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED PG GN— GENERAL NOTES PG Al -FLOOR PLAN PG A2C—ELEVATION "c" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN ��4 cAg �' 04AW FOOTM REVOM PER K BCYES 0,4ya CDsRE_MM 01/19119 ADDED qp� E98 TOOTER AT GARAGE DETAIL (PORT HTERB) 07!!7"9 PLAN MNiIB1ANCE AND STATE CODES � DP. DISC L DEEP DOOR RON RAD. RA.G REF.. RISER RETURN AIR GRILL PG M1—MECHANICAL PLAN PG PG DI —DETAILS 03MB REVISED LNTE1 ME AT FROM ENTRT DOOR e0� ,QED ADD[TOM RECEPTACLE IN&ARAW MR wW. eATOON (mw • STATE OF FLORIDA PROFESSIONAL ARCHITECT: D . DW. DOWNSPOUT DETAIL DISHWASHER RM.�REFMGERaTOR RO. S.C. ROUGH OPENING SOLTDCOREFXTDR PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING SQ.FT. CALC.S AW4AS REVISED WVAC VOLIM aN SGFT CALC SCFEM LE lT9 w 661M ADDED WERWR MOW FOOTWMALare11A(ORL) LIVMYs raaRAGE I9ITRY LANAI TOTAL 1828 SCa FT. aim sea FT. Ib sCa FT. w %L FT. Z a2 �• FT• OM7AS ADDED LED L*MS.IOTa4m 4 eATN PER HAw, Bo & ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 TOR ETEv. ELEVATION Sa S�GLEHUNG EQ. EQUAL SHT. SLEET EXH. EXHAUST SHTFIG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.GJFX FIXED GLASS SBd. SIMILAR E.G. FUELGASISH SL.GL. SLSLUING G GLASS FIR FLOOR Srn. STANDARD FLUORESCENT SWS SUF GNAU FTG. FOOTING TEMP. TEMPER®GLASS PG WAl —WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS O11" A670E OPTION ELEVATION C A D (TAMPA) DDED emm ELEVATM 1W &DM -ADDED LaWER • GABLE Roe:F 04 "`' ADDED OPT. W-O-CEILNYs4Er*" 01/ M REPLACE USP Cz NEWORS WITH SNPSON C.ONW:cTORS ouoveo REVISE ENKAVENr RADON PLAN ONer610rS Tel: (407) 774-6078 Fax: (407) 774-4078 GA. GAR. IHSP. GF.I. GL. GYP. BD. HB. HDDR_ Ir1iS OT �"F GAUGE GARBAGE DISPOSAL. INTERRUPTTER TCBIc°rr GLASS GYPSUM BOARD HOSE BB OLLOWCORE HHEADER INSULATION T.O.C. T.O. oS: TYR U.N.O. V. W. wD THICK TOP OF CURB TOP TOP OF us TYPICAL UNLESS NOTED OTHERWISE WAS�TExPtOOF WITH STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG SlAA—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LTAIiILITY FOR INT. INTERIOR WWINDOW OW WATER HEATER PG S1.2—DOWEL PLAN INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT IRON PG S1.2A—DETAILS IF ANY ASPECT OF THE CONSTRUCTION (A3 DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURiw IS FOR THE PG S3—FRAMING PLAN BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.1A—DETAILS PG S3.1B—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG S3.1C—DETAILS RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY PG SNl —DETAILS MANNER. AB DESIGN GROUP TAM NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 w W w.a bdesigngroup.com AA #: 0003326 � ass A w a x stMDM ae LOT: SILVERADO LOT 7 BLK 19 PROJ=T�i 04128.002 07191 MODEIz 4EBB "1828-CALI" GA tAGE SIM MG: LEFT PAGM COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6MI EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, 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. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUrE FIRE -RATED DOORS. 3. AS PER SECTION 11302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1"MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & 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 -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN X INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE.- 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUNBM 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM '/' PVC (SCHEDULE 40), INSULATED WITH 1/2' 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 P3DD5.2. I. 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 COVER9185 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 FMHES 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, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L. FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CIO63 -11A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 12' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 12' 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 1W TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR RENEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdaWgnBrouRcom L AA A: 0003325 G a 4 y 0 y gg SUEMDm de LAT SILVERADO LOT 7 BLK 19 PROJECTN 04128.002 07191 WODZTL 4EBB "1828-CALL" GA tAGIC BIWMC;: LEFT PALM GENERAL NOTES %150 MPH EXP. B SCALm 1/4"=1'-O" 8*1r, ' GN I� Clwzm 07.8....8Ua'd..IN8.88'0 01lo.l10 . 0lg 0 � 1 o 0 1 IV, 0110 i m 11 I Z 0 .\ 0 cl IV, ■ ■ _� - �'M.IJ-ME 0 WE ■ 1 :1 e M ME o ®■ Im AS REa �V oPER : • CODE 0 o a oGARAGE � . - . FOYER Lm p i / :1'11, y . . M. o;I1 In oI1...Ino 01881'0 o,l.an uuuuuul i�LiSrri�llil9iG SQ.F r. CAM'S LIVING 1820 SQ FT. GARAGE 430 SQ.FT. ENTRY 16 SQ FT. LANAI SO SQ. FT. TOTAL 2362 SQ. FT. Odf01BBmDa Aww■DLAA08 mmilwBO'OQEfORimmo W QPBN■ Sam ME 0tAAirD0A0 I18lY88 NDTIPE FOXNE MIN. WINDOW IV 5 24/-33 CRITERIA EXTERIOR SWAJG to 5 24/-31 DR. MIN. CRITERIA S.G.D. MIN. 41 5 23/-29 CRITERIA 169nO OAD. IQ 1 5 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=Q, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL MIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 0121MDAMPINIM C TOP PLATE 0 in BAR DETAIL B)!_ RCH DTL. ALE: t/2 • I'7' FLOOR PLAN SCALE: 1/4' " I'-m' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLEN IN AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/6' (35 MM) THICK OR 20-MMUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BL LONGWOODFL 32750 PH: 407-7i4�78 FAX 407-774.4078 wwwabdesigngmp oom L AA # - 0003325 i stmDrv. ae LOT: SILVERADO LOT 7 BLK 19 P1iOJECTf 04128.002 07191 MODEM. 4EBB "1828—CALM" GARAGE 19TIIING: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B APR ? 0 DP 04/08/20 sCALE: 1/4"=1'-O" sHEET Al -0' ELDG. HGT. 00 4' FREIZE SAND S'-S' EIRG. HGT. COACH LIGWT 9 B 0'-0' FIN. FLR L-E_ -_ W-S' BRG. HGT.,s 0'-0' FIN. FLR _ • • - . "Wit b' RAISED BAND (TYPJ MMF ME INN4' a 1 DECORATIVE — 1 /agNISI-ILITTERS OR GIUIVALEW RAISED I ■ �1�IIIIB�• FRONT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER PECK! R103A OFF RI 0-0' FIN. OFF RIDGE VENT AREAOFATnC = 2364 SOL FT. NET FREE VEITI RATION AREA REQIRRED = 21300 REQUIRED VENTILATION AREA 7364 /300 = TAR VENTILATION AREAX SO. INCHES PER Fr.(144) + 1134.n SCL IN. MIN. REQUIRED VENT! IATON • .54 113472 IN UPPER PORTION OF ATTIC - %7.36 SQ, IN. OFF RIDGEVENTIIAMON AREA = 1155Q. IN. PER VENT 56736 /115 TOTAL If OF VEN75 REQUIRED = 4.93357 TOTAL NOF VENTS PROVIDED • 5 *AREA OF ATTIC I5TNE PFRIMITER OF THE IIOLSF. IESSTHEOVERHANG E)ITEROROF WALLTO EXTERIOR OF WALL, NOOVMMGS INCLUDED 1 US 11[mliFELoll y F71i OFF RIDGE T u REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH o8 -Sr BR'. HC T. v f 0'-0' FIN. FLR., 0'-0' FIN. FLR �—-------------------------- LEFT ELEVATION SCALE: 1/4 . V-0' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT - — - — - — - — - — - — - — - — - — - ------ ------ RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 1'-0. DECO. DTL. A ISRG. NGT. '-0' FIN. FLR 1441 N. RONALD RFAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www,abdesigngroup.com L AA iF. 0003325 J o y atrumv. a LOT: SILVERADO LOT 7 BLK 19 PROJECT# 04128.002 07191 HODZU 4EBB "1828—CALI" GARAGE 9VrWG: LEFT PAGE: ELEVATION "C" 150 MPH EXP.kj u Dw 04/06/20 aCALE: 1/4"=1'-0" s*1ZET A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES V DSV CUTLET 20 AMP ENSUE POLE IIOV OUTLET Ov OLMU n a CUTLET moo TO aNITCN G9 row OUTLET PD NBISD PAIR. N7EEdEREPI R (TAFPER RSSETAw T17W 220V OUTLET (4)WI E CONNECTION aw MATEpIBOOP CUTLET NMI m rA1LT N1E1110✓r1ER SWITCH SWITCH 3.0MY Opm SWITCH 4-WAY OFIER. ' V WILL FgNim LIGNt CEILNG I— Q LED CL.6 L0O LED VAPOR ©yip PROOF LIGHT O VP VAPOR PROOF LIGHT Omcalo D CAN eVOR. FEN 1 CPH PER Ila FT. u i 4 IGNT aLlisa O. I CFM PER SPT. V FIIfflIE Teo (sPIIO•a By AIRCID (RECESSED) "" "0"" EKI i —i r FLNOIIE�Hr 4' RJIOIIECEW y ••�v--tee-1 CO 4' TRACK LIONT PANEL oft METER OSD. SMDka DNETECrom TIE tlf I+T 1 w I WALL MOIMED Slgam oe1EGTCR sATL Rb[.Ia. i1L1lS�Y8E ® B/CO Qi1RBON mcNOxIm mDlT �� COMP Nw-eora"C"No SE SMALL A OETAICS OP NOT LESS THIN w FWA ANT LIGNT 1}> NATURALbM ► TM R 42 E JACK UN SMD MaELMaY1E� a M oleco veer wilm ma WIN AMU ON Two amm fp TELEVEIGkI,LAM LINO BOK OJ-BOX TO BE SUPPONeD N ACCORDANCE IV BOO( nAIE® AS SUCH FOR CELNIG Sex ClLKS FANLIGNf 7D BE IRE® PFDS W/ N BIG rIASIN AS As uw FOIE I �pD4 24• NeANDESCIW Liam STRIP nnnonnn 30• SC,MOESCE10 LISNT ormw 4w NenDRICEW LIGRw eBR PLOOD LIGHT KP OPT. MwaRTY IaTrAo {� PaL FUN-vma+ FOR cwm USE, row • LOCATION OF TV JACKS A PACE OUTLETS 4 PANS TO BE VE IVIED 0 NO EOPMER PRE -CONSTRUCTION MT.ETNS, • ALL 0 4 20 AMP BRM4CN CIRCUITS TO BE ARC FAULT PROTECTED PER E.ECIRKJNL PIROVEMONS OF a= aTM EDITIa4 (2ED) A TEND glen 29" EOMIC . • AMP DEDICATED LAU DIRY CONDUIT. • G• ELAND (NOT ON KITT?BA CIRCUIT) • DEWNSIER ONOWI ECT TO BE Loxaff N PANEL • BATHROOM E)04AUST PAN TO HAVE MN4. CAPACITY OF SO CM NEEMITTE T PER ELECTRICAL PROVISIONS OF SECTION MR90T3 ma • LAEORS ROOM RECEPTACLE SHALL BE GROUND PAILT CIRwIT-NTERRm-mm PROTECTION FOR PERSONNEL, ON FYEDERS • W tM METMOD SMALL BE NON METALLIC CABLE PER ELECTRCAL PROVISIONS OF PBCR ATM ED (2E112 ' ALL WOW TO COMPLY WITM ELECTISCAL PROVISIONS OF TIE RBCR 6TM ®MJBR2 .ALL. ENDUED sY ns AND Teti OF Lmam MRtlT — 9ELLTY SNcmw TYPE PER OWNER'S PFiE-WILD \\ CLG FAN \ BD �#4/ 6,. J PRE -WIRED CLG FAN LIVING ROOM 'PRE -WIRED / CLG FAN \ 1 1 I 1 I I 9 p1►•I•C- F -1'F . IRA I/\I © U A8 RBL • �BLDG. r ­1 / I L a— �_ iI I IfIf / / WALL MOUNTED � LIGHT Uk WITC$4 IN / ATTIC / 1NL� �l7 / / I GFI CLG. M METER OUTLET KEYLESS FIXTURE ERIFY or IRRIC9ATION OIJTLET • 48' AFF. rfl GARAGE ------------- I 'RE -WIRED` I CLG FAN I DININ�IGi N3 1 ROOM CE / '811lITCM IN CABINET _TINE I GFI L — _ — — _ L GFI /•gyp / I 1 DW SNK OUTLET \ / FOR DW iZ PAN. Id7 G}iEN, / ��_at_ GFI /�,���" 1 RANW / \ GFI 00 CaFI II / 1 II I II II II II I II I I I I I I 1 1 1 1\ �l j —�/ COACH LIGHT 'L—MOOD WIRE III/ OUTLET FOR FUTURE MICRO / PRE -WILD / CLG FAN I CEILMG MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN W P Panel MAW - A PANEL: B/16 wp at beaker VOLTAGE: 120/24OV-1Ph MAN: 150 Amp M.C.B FEEDER 3- a1 Cu THWN a 1-06 Cu(G) In 1 12" C. OR 3-a2A AL TFNM a 1-a6 Cu(G) in 112• C. w11• P•h e" W W TJmil amr wYb a RIG rot• we. IIM 1 ID rOFltrTW = 1 2 $12 2 W hiomm Pump 1000 3 4 6 e 6304 TUC C.U:1 x 2 A6 T e PANEL -A PANEL: 42 CIL Beaker VOLTAGE: 120124OV A Ph MAN: 150AmPM.L.O. FEEDER: 3- *I Cu THIN a 1- 06 Cu (G) in 1 12' C. OR 8-*W AL ThWN S 1-a6 Cu(G) In t 12• C. wlnl Paa w Da4w1 en wltlr Cacell C w— D•aw1 - w Pae wlw a12 1 ID 311N 1R0 1 2 WN REP R 2 R $12 1 Imiclww./NOotl OFI 1R0 3 4 ell 1 W 1m11 Applimn tem 5 e sm wrw 1M4 25 2 P1a 012 1 ID 1AA0 T e a12 1 ID DMIng Rs °E AFCI 'm 9 10 I= OFI w 1 N2 N2 1 ID B OFIRE — 11 12 1— (M.m,aM1rl)Fl w i M2 NA 1 15 F /Hal/Btl.RaA31BMRAFp RO 13 14 50U9 Onw GFl 30 2 NB H4 1 16 Rtlwq V_ —1 Apo 16 to N4 1 16 KAel..np ,a Dkft LWft AFa A00 V Is I6W .-Gfi m I N2 V4 1 l6 SUa CIOAFCI — 19 ID 1A06 (b Cow GFl m 1 M2 V2 1 m /BWtl II Inmv I 21 v 12U0 /Eatwlc Lr&RW..AM ID 1 at2 sp-9 x 4m Owen ... MCI 15 I sM $pew x x 11W OmY.1 BYNawn MCI 16 1 a14 IS—D 20 g za w I= .m6Ya 30 1 all 31 v Sp•w e x x sm. % x spa. R a — a 2 w MGAMAI 61NAYe6% safi w 49 s 41 42 Spec• LOIN 1•bnrb rclwcrwMWw/k.e 16pLV 28200 LptlalA aYm Nmmtl k[w crw.rtlpna/IM emend aebr Catcuk om: ABBREVIATIONS: ARC FAULTCRCU6 NTERRUPTFR W. NGNCOPLOLNT LGXD �: OROUND FAULT NTERRUPiER Tod 1p•e YA)•etm tl•nlrM AYmr 4D00 Fist taoo9 wrarle9a 'IN00 Rmwwn wr[crax 19AW Trr AIC betl tap LOAD CALCULATION IB 600ED ON AC MON40INCIDENT LOAD Tee Cwnactd lua wrr 330M E 1219..06 M1.3 General I-WhUng A Re"" Loae T A!C 5 la Far 1628 Growl Ua a R•c 9 W I3 Fl. 5484 1a11e" 1 at65WA.I h[atiW% 65 TYY (1rr.Y a RE lw•uq 5549 CIDae T9lalwatb Gxwir ua a Rs PwYI A 9 617 5649 : 1 LED LIGHTING LED LIGHTING '� DOUBLE LAV. @ SINGLE LAV. OWNERS BATH E BATH 02 ELECTRICAL PLAN SCALE: 1/4• • I'-V' I PROVIDE 3R/0 CU. THMN • 1% CU IN 2' CONDUIT OR 3 \\ O BDRM-9 t'GONDUITT TEWIMATE ABOVE SOFFIT a OVERRANr) ' 150 AMP ELECTRICAL RISER \` NOT TO SCALE COMBINATION SERVICE 00 AMP DISCONNECT SWITCH AND 201 1AOI.T C J GENERAL NOTES. H ELECTRIC METER IN I PHASE PREAMRED A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE hLO PANEL CLG FAN COMPLY USTH ELECTRICAL PROVISIONS OF THE �U4 EDrtNON 12on) LOCAL CODES, AND ALL LOCAL PCUER COMPANY REQUIR1:MENTS. B0Al2P B. ALL CONDUCTORS SNN.L BE TYPE THI{4/THMN UNLESS NOTED OTHERUWE POWER COMPAI TRANBPOIE"ER PROVIDE 60 AMP. 2OR40 VOLT. I PHASE SECONDARIG ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CW N 1. 12" DIA SCHEDULE 80 PVC CONDUIT OR FiROVIDE 3 4/0 ALL"WAJ 7 (AL) IN 2'. DIA SCHEDULE 00 PVC CONDUIT UNLESS SERVICE IS FiRDADED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PR10R TO BID. ONE SEK'xz OABLE TELE ""' ENTRANCE SERVICE ENTRANCE ECNNTELEPH•M'B1T EOEPM7ENT INTERSYSTEM BONDING. TERMINAL AT LOW vOLT4GE COMECTIONS 1 R4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS CP THE FMCR &tM EDITION (201'T). DO' DIA X B PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www:dosigngroup.com AA #: 0003325 q Q U • � QQ Oft 0 IRS []pmoJzcT#"`N"R` BDIV. at LOTIN ILVERADO LOT 7 BLK 19 04128.002 07191 MODEL: 4EBB "1828—CAL " OAISAOE 95WING: LEFT L CAL XP. D T 04/06/20 SCALE: I/4Y=I'-0" SHEET kk E1 21 vTR 11/2 i y(<\.,O 1/2' \ i 1Q' \ i we 2•. LAV 1 2 I I 2 skm I�-11/2• 2 WASHER PI A KITCHEN S2, INK W/ AUTO VENT i int Co PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE. V4 . I'-V' TO 1441 N. RONALD REAGAN B1 LONGWOOD, FL 327W PH: 407-7746078 FAK 407-774-4078 www.abdesigagroup.com AA t. 0003325 W u D sysa:v ac TOT, SILVERADO LOT 7 BLK 19 PROJECTp 04128.002 07191 1toaEL: 4EBB "1828—CALI" GARAGE SUING: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. A :'*WAR No eo�2a � D AT]C: 04/06/20 SCALE: 1/4"=l'-0" SHEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT 814ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICMG, PER MF& REOLIRENENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS $WALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATNG. ALL SEAMS SHALL 13E SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (20111) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS i AIR DUCT AS PER NFPA WA 2-3U 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHINNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER FBC 6TH EDITION (20n) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FBC 6714 EDITION (2011) MEC 4MICAL CODE 603.1 T. BATHROOMS CONTAINMfs BATHTUBS, SHOWERS, SPAS AND SIMILAR BAT14MG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403, S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. * ALL FIRE RATED CEILINGS AND WALLS 814ALL HAVE AN APPROVED FIRE OR FIRE/SI'100M DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATION AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCMG DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LNE• RETURN TRW 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN .� CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® T14ER'IOSTAT B PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAIN SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/16'X2' TAP'CONS UNIT SIMPSON WB ROLL STRAP OR EGLAL CEILING O O EXTERIOR WALL PLC T N AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB $XI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY N REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. ORAN 3/4' DIA. OVER HEAD • 12' FROM STRICTURE EVAR TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES 70 PLATFOR1 RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS EEO SCORIATED NICKEL BRONZE FL. PL. � FIN. FLOOR OR WALL COUNTER GA. PLUG � SEE SPEC. BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V:C.OPTI/SPEC T4FL00R SLAB CLEAN -OUT (T FIN. GRADE OR PAVMG I'-13'XN3' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TYP.) N MECHANICAL PLAN SCALE: 114 • 1'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX, 407-774-4078 www.abdeaigngroup.com AA #: 0003325 14 14 S eIm mll SLJHDIV. & LOT: SILVERADO LOT 7 BLK 19 PROJECT#I 04128.002 07191 MODEM 4EBB "1828-CALM' GARAGE S'WMG: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B [PApTE 004/06/20 SCALE: 1/4"=1'-0" SHEET M1 2X4 TOP PLATE PLAN Vt' CLG. 1/2' DRYWALL SECURE ST. - K ATE TO SLAB W/ Mal MASONRY NAIL • 32' Oa MAX PIE-FAB TRU66 2x4 WOOD STUDS •24' or_ STUDS 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' O.G. FIK PLR T (�)TYP. INT. WALL (NON—BRG.) 21 SCALE: 3/4'.I'-O' FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON J' O.S.B. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1'-0' TYR OR 1/2' THICK 2 COAT PORTLAND-1--- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRj . ,a N W/ WINDOW OPENING 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT all (1)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS zA PIPE THROUGH BOND BEAM D1 SCALE:3/4'=1'-V' 2 5/8' GYPSUM BOA OR V2' HKaH STRENGTH CLG. BOARD e- 1 SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION �WINDOW ATTACHMENT AS PER MANUFACTURES bPEGIFICATIONB REFERENCE STRUCTURAL bc2 P.T. FURRING STRIPS • 24' OG. B' cm 1/2' GYP. WL. BD.� WOOD BASE FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.0 ON DAB. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY - 0'-0' FIK FLR, B TYP. WALL SECTION NO OPENING NOTE: PER SECTION Wr7ll - FOR ROOF 4 1—STORY HIP BLOCK WALL (2)OLAY ERIUN ERLAYMENT SYSTEM D1 SCALE: 3/4'-I'-C' 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6-151 M IGx 6Y LN Q 2B GAS LINE THRU BLACK ur.r-e FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.1.1 ON a' O.S.B. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE I..,. TYR MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS V2- THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY h• Tsom J GOAT - PORMAID OT'®!T DII®CTLT TO MUMMY ArrW 4Yt ATTROVAL xm s GARAGE DOOR JAMBS D1 SCALE:II/2'=I'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS—\ STIFFBACK AT ALL UPRrW4 PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS — CONT.'2x RAT RUN SECURED PER—// STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ,I.PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANI.FACTURES SPECIFICATIONS REFERENCE STRUCTURAL 4x2 P.T. FURRING STRIPS • 24. O.C. IR' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwS.1.1 ON a- O*Z. SHEATHING OR Jj' COX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE 2 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY =Y N. FLR-j, 0'-0' FIN. FLR e rraJ ti ,a 4. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE: 3/4'•I'-C' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 wwwAbdesigngroup com AA 6: 0003326 F < a W u q 6 r 40) Q Jlumrv. Ae LOT SILVERADO LOT 7 BLK 19 PROJECT# 04128.002 07191 1gODEL 4EB/B�i T "1828—CALL" GARAGE 811► NG: LEFT PAGE: DETAILS 150 MPH EXP. B Dw�1 : 04/08/20 SCALE: 1/4"=1'-0" SHEET D1 MK To BLK UV (2))IW A -BOLTS 4' WIMEOMEW MK M MER AND 11)T SPACED. EVOILY FROM FLOOR TO 0 eEauoE 2x4 oN FLAT TO ELK w/ Cur NAILS. SIDES 2X6 GARAGE DOOR MUCK UV (5) ® S 4' EMB EDMENT MK UV 2WI)4 WAftem AND NUT SPACED EVBgY FROM FLOOR TO GARAGE DOOR N2R M JOHM PRIOR TO FLUNC. 1-2Xi PT BLOCK • CErRER OF 0 DOOR LEADER VWI)Jr>0' J-BOLTS 4' EMBEDMENT UV 270')di' EASFER AND NUT. ® I C3 r GRALL CBE IN ACORDANCE TO MANFACTLRER'S MSTALLATION MMTRICTIONB 0ERE GARAGE DOOR ��BUCK ATTACHMENT w .ram so l�l I'X4. OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR %'X4' MIN. SECURE TWRU FRAME t EXTEND I Yi INTO BLOCK WV %' TAPCONS (MIN. SWANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT I-Yi WITHIN 8' OF EACW END 4 WV O:C. MAX SPACING DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUM JAMB (DO NOT EXCEED A') DOOR JAMB TO BLACK +3/4 OR +5/4 WDiDOF TO BLOCK +3/4 OR +5/4 SCALE: N.TA. 2X4: m SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 18' Or— MAX SPACING. 2X6:m SECURE TO BL W/246' TAPCONS(MM. SbANK SIZE 145 MR HEAD SIZ[D.4p0 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END t g• CM IBM O:C. MAX SPACING. )6' DRYWALL 2x8:m ❑ PX4' OR IW' P.T. NAILER SECURE TO BLOCK W/2-%'7TITACW CASING TAPCONS (MIN. SHANK SIZE .145 MIN. WEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4) TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS, IBM OG. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +1-1 2' iv1 1/2#DOII 70 BLOCK +1-1' " SCALE: KT.S. 2X4m SECURE TO BLOCK UU TAPCONS (MIN. SWANK SIZE .145 MIN. WEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 1 NOTE: STRUCTURAL 2X IBM O.G. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED TWROUGW SECURE TO BLOCK WR-V NON-STRUCTURAL V TAPCONS TAPC0N MIN. 1 Y4 (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK. MR HEAD SIZE 300 , d•Il MIN. EMBEDMENT I Y49 • DRYWALL WITHIN VOP EACH END 4 18' O.C. MAX SPACINCx X4. OR I'M' P.T. NAILER 2X8:® SECURE TO BLOCK W/2-Vo-O.S.B. X 4' MIN. WATTACW PCONS (M (MIN. SHANK SIZE J45MIN. OOR CASING WEAD SIZE 300OOR JAMB OR WINDOW MR EMBEDMENT I Y4) TO 2X PER WIT14N 8' OF EACH END 4 MANUFACTURES DETAILS. IBM OZ. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +1-1%lfl" O TO BLACK + -15 S C SCALE: N.T S. 2X4:m SECURE TO BLOCK W/ TAPC0NO (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT IV) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X IV OL. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK Wl124W NON-STRUCTURAL Vo' TAPCONS TAPCON MR I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) a, cm WITHIN 8. OF EACH END • K• DRYWALL W3. OZ. MAX SPACM('s. ❑ 1'X4' OR 1'X2• P.T. NAILER SECURE BECURE TO BLOCK UY2-�' CASING TAPC0NO (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTAC 4 TO 2X PER WITHIN 8. OF EACH END t MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAYS TO BLACK +2 1�4" iT% RLNDOW TO BLACK +2 1/4" u SCALE: KT.S. 2X4m SECURE TO BLOCK WV i(M' TAPCONS (MIN. SHANK SIZE 345 MR HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN VOF EACH END t NOTE_ STRUCTURAL 2X ID' Or— MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUG41 SECURE TO BLOCK 11Y24.,NON-STRUCTURAL )W TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EI'BEDMIENT INTO BLOCK MIN. WEAD SIZE 300 ' QNU MIN. EMBEDMENT I Y4) DRYWALL WITHIN VOF EACH END 4 18' Or -MAX SPACMCs. �fi> 4. OR 150' P.T. NAILER 2XE� ❑ SECURE TO BLOCK Wus-I)(M' TAPCONS CASING(MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER I8' O,C. MAX SPACNr. MANUFACTURES DETAILS. Np16 Wt YmOO b Fl1li ilr� IOO:OI OC�.Y) DOOR JAMB TO BLOCK +T E WOOIOO TO BLOCK +3" 9CALE: N.T.S. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. WEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8. OF EACH END t NOTE: STRUCTURAL 2X IVOr— MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK Wa-Y*' NON-STRUCTURAL V*' TAPCON"R SHANK SIZE TAPCON MR I-Y4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT 1 Y4) WITHIN VOF EACH END t 8' GhU IVOL. MAX SPACING DRYWALL )j• DRYWALL OR I'X2' P.T. NAILER SECURE BLOCK WR SECURE 2X SECURE TO ( SIZE SIZE TAPCONB(MM. SF;14,) STRUCTURAL MEMBER J45 W/(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 3 END t 6' TO 8' OG. MAX MR EMBEDMENT CASING WITHIN 8' OF EACH END t DOOR JAMB OR WINDOW W O.G. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO VK +3" v 112LDOR TO BLACK +3' ` SCALE: N.TA. 2X4m SECURE TO BLOCK WJYi TAPGONS(MR SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END t MUST BE ON OUTSIDE 1 18' 0jC. MAX SPACING. SECURED THROUGH 2>%� NON-STRUCTURAL 3(M' SECURE TO BLOCK WA414' TAPCON MIN. I-Y4' TAPCONS(MIIN. SHAW SIZE EMBEDMENT INTO BLOCK J45 MIN. BEAD SIZE -AM , C„ U MIN. EMBEDMENT I Yi) • DRYWALL 8' OF EACH END t IS' Or— MAX SPACING. 'X4' OR 1'X2' P.T. NAILER 2X8mo ❑ SECURE TO BLOCK WA-1/4' 36, CA.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .14b DOOR GA81NG MIN. HEAD SIZE 300 MR EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN VOF EACH END 1 ATTACH TO 2X PER 18' O.C. MAX SPACING:. MANUFACTURES DETAILS. IOI6 ■!1 Y 1®0 TO RYA AYf /D0 NOr OC�If> DOOR JAMB TO BLACK +3-7/18" WDiDOW TO BLACK +3-7/18' " SCALE: N.T.S. 2X4m SECURE TO BLOCK WHa' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN VGF EACH END t NOTE: STRUCTURAL 2X IBM OG. MAX SPACING. MUST BE ON OUTSIDE 4 2X&m SECURED TNROUGW SECURE TO BLOCK WA-1/4' NON-STRUCTURAL ' TAPCONS TAPCON MM. I A' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. READ SIZE 300 MIN. EMBEDMENT 1 V) 8' CMU WITHIN 8' OF EACH END 4 1i' DRYWALL W3' O,G, MAX SPACINGL ❑ I'X4. OR I'X2' P.T. NAILER 2XBm SECURE TO BLOCK 01-1/4' ' P.T. X 4' MEN. TAPCONS CASING (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END / TTACH TO 2X PER 18' OL. MAX SPACING. M ARFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3 3/4" I/LNDOW TO BLACK +3 314 ' H SCALE: KT.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwabdesigngroup.com L AA #-. 0003325 y a STJHDIV. at LOT SILVERADO LOT 7 BLK 19 PROJJECTO 04128.002 07191 MODEL' 4EBB "1828-CALI" GARAGE 91FMO: LEFT PAGE: DETAILS 150 MPH EXP. B D : 04/06/20 scALE: 1/4"=1'-0" 8HEET D2 PRODUCT APPROVAL LISTING -STANDARD ' PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31AG20 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 13972.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104562 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 2053120 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FUS332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 1S353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. OCT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 56843 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.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 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006A 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 @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 03/14/20 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesfgngroup.com AA M: 0003325 4 Ra c SXMDXV. Ae LOT: SILVERADO LOT 7 BLK 19 PROJECT# 04128.002 07191 MODEL. 4EBB "1828-CALI" GARAGE SWIN0. LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B PIEFOR"ED COIJTIWOL JOIM FLAidGE OF CONTROL JOINTS Td BE WIPED TIED TO LATH • V Or— MAIN (VERTA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BErOND EXCEPT STAPLES Wv Xffm MAY BECtBIE 4ONTI�IOL�To TE4^ ADM . DIRMfi INSTALLATION —� F-ASTEERB TO BE SPwCo—, .roc MAx VERTICALLY / i r THICK, 9 COAT CEMENT \ PLASTER WRB LAYER 4, FCRTPIBER BW-DNG PAPER APPROVED METAL LATH PASTEED .T IVERT) OL MAX AT SU•PORTB UPS LATER 4 STUCCO WRAP WIooD S1EATWM urM eN+AN_L NOT BE 024TIMU U8 •• To .• .• roe• TMROUISW CONTROL \ JOINTS BUT SHALL ' BE STOPPED AND TED AT EACH SIBS PER ASTM CIB6D PROVIDE 2)(./ BLOGCRYi 1J014 PLACED PLAT MAX. b' TO S' FRCI'I CONTROL JOIN WHEN CONTROL JOINT PALLS ON STRICTIRAL EIUD FASTENERS, FOR LATM TO BE NAILS OI\E ,i STAPLES N COMPLIANCE WV ASTM 0063 r 2. WIRE TES TO BE (NO. W 00411,' WINE I BLOGKSG SMOWN MAY BE N ADDITIp�i \ TO WALL STUDG REQUIRED PER PLAN / OLFWID MNIO•R.A OL R:LD PMatD ILA z CMAM • Pf. b &CEAM•R.0 OLFOtD NWYp.R.A z cTUAeE • rPT. b FOLD • 4r • Ot PCLD N/HIO • R. A zasAM•n.M z CIUAM . Mr. c A. FOLD PT. c OVER PT. S ML 14. c TOYCHM SOTWH ILA Mc FLAMM ~•� M1Ba TMNT MAN_ PQD, NZQ Imcur. D COAT C 919ff ORAI'M; tO. 2 COAT nLa APPALL KaO(01R Ai ppTTQ1 Q ROQ . IWTplWLTI016 APPROVED MUILDNG WRAP SMALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL 4'X4' SELF -AP ERM6 MEMBRANE 1 PLA04MG (t:OPTATISLE IW MOUSE 7� ENDS) A 6' • NORLMONTAL LAPS, WRAP MATERIAL) OVER ALL SEAMS NEED TO GE TAPED LATH VERTICAL LAP TO BE P APPROVED NOISE WRAP. WWTN PORTMER S/EATMNG TAPE R.ASMDCa TO E][TFIb ONTO PIPE / 1' OR' PPE / \ PENETRATION / \ r nea LAP • rsTAt uTN / \ �K X X X I X X X LL TW QJT AND OVERLAP ONE AIDE OF / — METAL L.aTNN —J SELF-ADFEIB4G MEMBRANEIT PLASHING M LAYER 1 TNiTIC 3 COAT GB'®tT STEP 1 STUCCO WRAP STUCCO I PLASTER �• "� T METAL LATH -2. URD LA7BE 7, FORTFRER BUILDING PAPER I WRB LAYER FORTFIBER BUILDING PAPER 6TUCCO WRAP INSTALL FASTENERS (CLIPS, YROOD $1EATHM STRAPS, STAPLES) AS RECURRED TO SECURE PIPE✓ WARE TO FRAHM 2 SCALE, I Iy W-o' ® KICKOUT DETAIL WAMN TMNT MAL (NO OR soLcok 2QA19L= rRywulu S PJam, SIDE LAPS OF METAL PLASTER BASES SMALL BE SEQIRED To FRAMING MEMBERS. THEY SMALL BE TIED ILPTM 0O415-N (1214" WIRE AT INTERVALS NOT MORE TIMN S' (22S- M). AS PER ASTM CI869 lai. FOR REPAIR OF TEARS N NWD LAYERS, TEARS MAY BE PATCHED WVMOLME SRAP TAPE PER MANF. SPED OR PEEL A STICK WOOD STUC MEATMNG 1Z� [-)I, T? 7 • ' • a; E Is • . LATI • P4RR WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WA .L SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.TZ. N.T.S. STEP 02 F MNNG lar•. ra . YRD LATER PL STUCCO WRAP WAm LAYER a, FORTFIBER BUILDING PAPER METAL LATH b'R6' SELF-ADNWtM, MB'BRAPE HOUSE STRAP. PLASHING TO EMEND OMO PINE 4k4' SEP-ADIEFtM PB"BRiNE FLASNM OVER APPROVED MOUE! IURAP. W CONT. BEAD OF SEALANT INSTALL APPROVED NOUSEiIRAP AR INFILTRATION BARREN OVER SIEATMNG ELASTOMERIC COATING OVER STUCCO/ C.V. PINSN (SEE TYP WALL SECTION) SECTION PER SECTION RM.? E.t- OWRM MM plM Fxterbr Wee of tbrftroa,M cement plaebr *ml m ply with the application rwAm enrtds of ASTM C 928-12A I,ubWWon of WIM&I btft and fmrriN shall —ply as h ASTM C 1063-12A TION DET LEGEND OF DRAINAGE PLANE (WR5 LATER #I, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — ------- BUILDING PAPER) METAL LATH x—x—x—x STUCCO -.'- 41411/ • m ////////// SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R703.1.1 / ASTM G-84-I-09, MIN. 2.5 1-55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PN: 407-774$078 FAX: 407-7744078 wwwAbdesigngroup.com AA B: 0003325 d q t Mill L $ O LyaL;� Q ILI SUSDXV. !W LOT SILVERADO LOT 7 BLK 19 PROJECT# 04128.002 07191 MODEL: 4EBB R1828-CALI" GARAGE S'WMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. JB BACKER ROD WRB LAYER -1, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP. SIDES) AND BOTTOM FLANGES, OF NON -MOVABLE FRAME OF THE EXHAUST. SECIA94M OF FLAS14MG TO BE, I. BOTTOM, 2. SIDES- 3. TOP VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND BIDES ONLY. SEALANT 18 TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, & CAULKING a JOINT ALL AROUND PER SECTION R703.7 EAwIor IatIft and plesleft Exterior use of pordand cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER R, FORTIFIBER BUILOMG PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - • - • - • - • - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH b' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP t SIDES (9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL I 6' SELF ADIESIVE— FLASHNG (INSTALL PER MANUF. SPECS-) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO ,:.alccAa I v I�cc..c I vc STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION U R15 LAYER h, STUCCO WRAP WOOD SHEATHII APPROVED ELEC. METER FIELD HOUSEWRAP BELOW VERIFY LOCATION CUT SUCH TWA NO MEMBRANE ENTERS BOX APPLY STUCCO SCRATCH COAT APPLY TO FM AND ONE (1) LAYER OF PAINT EDGE PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;.O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD SFEATHMG AM LAYER 9, STUCCO WRAP UUtB LAYER'S, FORTIFIBER BUILDING PAPER METAL LATH FIN SH DD -FASTEN TO WOOD STRUCTURAL MEMSER • 1' Oc. MAX - V TO V =-G:..r r WEEP SCREED L] -6' WIDE STRIP SELF ADFESNE FLASHING, CLEAN MASONRY 130101410 APPLYING V FINISH MASONRY (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK, a' WRE3 LAYER '1, STUCCO WRAP CUT 'X' INTO SELF -ADHERING t MEMBRANE FLASHING APPLY SELF-ADHERMG MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER h STEP #1 STEP #2 UIRB LAYER N, STUCCO WRAP STEP #3 APPLY 60 MIN - GRAC 'D'FELT OVER SELF-ADI.IERING FLASHING OVER APROVED HOUSEWRAP EMBRANE F INGs El {MLASHING I WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #ro OELECTRICAL RECEPTACLE s� 1441 N. RONALD REAGAN 8LVD LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774d078 ww W.a MlesignBroup.com AA S: 0003325 g N t ' e Ra a O $ SLTHDN Loa' SILVERADO LOT 7 BLK 19 P1�JECTtM 04128.002 07191 1rEODBL' 4EBB "1828-CALI" cw . 03c awnaa: LEFT 1PAdXh WALL ASSEMBLY DETAILS 150 MPH EXP. B DAA=: 04/08/20 aSCAIX. 1/4"=1'-0" of== WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SIVE k 2 1/2I/2' k CORNER BEAD (FASTENER 4 SPACINCs i 1' D.G.) CMu %' THICK 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R\CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroupeom AA M: 0003325 w q $ a I I tills, �-1 TH W] SILVERADO LOT 7 BLK 19 PROJECT/ 04128.002 07191 MODEM.: 4EBB "1828-CALI" GARAGE S11INO: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DA 04/06/20 8CAL.E: 1/4"=1'-0" SHEET WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "Z (FORTIFIBER — — — — SUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHINCs mom GHPATUM— ULATFRR F"Sr W DARPoBR , U"TN6R PrEweTw DAFORM 7 M a1DR -4D`0Mn WARTM 6TMP SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION \' FL eELF-ADIER1113 \�j1'"FLAaNalb aEATFER RE81aTIVE eawlaeR , MAIRIMM=,ivz 6• SELF-ADFERMG �/ FiA6NING ,Z.4L�M 1411 N. RONALD REAGAN BLw, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngfoup.com AA 8: 0003325 r q W a t yr SILVERADO LOT 7 BLK 19 PROJECT* 04128.002 07191 MODEIa 4EBB "1828-CALI" GARAGE 8'VFMC;: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DA 04/06/20 SCALE: 1/4"=1•-0" SHEET WA4 \ —2x6 SUB-BANb W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK —DRIP EDGE d\ 1\ —1/8' TEXTURED i \ FINISH 9 WOOD 1 \\ 1/2' TEXTURED \ FINISH ® CMU ! \ —METAL FASCIA \\ WRAP Ys' FROM \ STUCCO, 1' FROM \\ WOOD WALL \ \ EXTERIOR WALL \\ (FRAME OR CMU) ,a \ NOTE: NOTCH FOR 2X6 \ \ \ SUB BAND ONLY ®ELEVATION kE L) ,4 .t '1/6' TEXrJWD FNIBH • WOOD, 1/2' TEXTURED FNIS14 • CMII METAL LATH METAL FASCIA WRAP WOOD SHEATHING J� OR Cm l UM LAYER 01, STUCCO WRAP(FRAME ONLY) - WRB LAYER •2, FORTIFIBER BUILDNG PAPER ---- (FRAME ONLY) 2X& SUB BAND � ROOFNG cErMENr DRIP EDGE ©PLAN B r'IETAI. KICK OUT ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) `11/8' TEXTURED FINISH ! WOOD, 1/2' TEXTURED FINISH o CMU / 2x6 SUB -BAND W/I'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-EWYD TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH M>a END 'AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x Sx 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 x x x- x X x X x X X X X x x 1, 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 fL x x x x x `Q�CZ�x x - .. SUB BAND DETAIL ® WALL W /KICK— OUT 011E OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y♦' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH e END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY I "I N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngnwp.com AA #: 0003325 a � 2 R o I OUBDIV. At LOT. SILVERADO LOT 7 BLK 19 4EBB "1828—Cl LEFT PAC M WALL ASSEMBLY DETAILS: SUB —BAND ND A AR N scALr. 1/4"=l'-0" SHEET Yy A6 3 1d 28'-8" 11'-0" 3'4" 15'-10" 9'-0" 9'-8" '4" — — — — — — — . 1 FM-72X12 FM-12Xt8 mIo N' 4" CONC. N LLI $LAB OJ o' LL F-24X24 V-0. * 3 1/2 10 10'-0" - I EXTEN FM-12X18 1 I SLAB 1 112" I I I 1t1 Imo— I. OF I I SLAB Im "' N I� I I I I I 'I I xl I I .I �I I. I 6-W I t9'-0" I 4" PVC I CHASE _LE-1 1• I 5 112 41 a" I ' 1 T-8" 2'-8" 3'-0" 5 I I I 4 I I m m IH . I ILL o I EXTEND-1 2 I SLAB 112" 1.1----, I m 4" CONC. m N FM-12X18 I N IOW SLAB I I 1l2 i I, 3'-4" I I 7 12 2 LL -3 Ool J FMG12X18 'r FM-12X18 — — — — — — — FMC-12XIB — 1.1 11 FM-12Xt8 J — — — 0 4 4 2'A" 16'-0" 2'-8" 1 4'1" 3'-10" 10'-2" 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 + 0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-U-W, SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 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 WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, OINDICATES #6 BAR,WNDICATES 97 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 3(", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'3 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-T MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED X-V O/C MAX. SEE PLAN FOR WWVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4—A OVER GENERAL 312' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3tt' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 F. 10, - s - FM-12x12 12' CONTINUOUS 12' (2) #69 FM-12x18 12' CONTINUOUS 18' (2)#Us (+K)•-0" FM-16x18 16, CONTINUOUS 18" - i m s FMC-12x18 17, CONTINUOUS 16' - % VARIES 24 21' s s (40"'1" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-7744078 www.abdesigngroup.com L AA#: 0003326 i h 141 is 0o 5 O BXMDTV. as LOT: SILVERADO LOT 7 BLK 19 PROJECT# 04128.002 07191 MODEL» 4EBB "1828-CALI" GARAGE E IIMG: LEFT PAGE: FOUNDATION PLAN 150 MPH KU. B 30" MIN. EACH WAY ' MONOLITHIC FOOTING Z } . ....� Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED v _ g0 CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS v v_ a SPACING REQUIREMENTS a e. : - ivy 'r•. ��.. GARAGE DOOR U W T`..^. .�� •�FM� RECESS Ixy Q _I.I. g5 to - Z 8" CMU WALL O S• CMU WALL I .. CORNER BARS, SAME SIZE AS BAR U) W e' O io - i Z m �- 0'-fY' �I IN FOUNDATION WITH 3a' LEG EACH " w = ' 0•,yp ry ..8 I,f ,J WAY AT ALL CHANGES IN DIRECTIONS 0) TOP OF SLAB - - TOP OF SLAB I ... ,1 SO THAT THE STEEL REINF. IS CONTINUOUS . a I( MATCH AMOUNT OF CONTINUOUS BARS • •I, CURB FOR • EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (I -STORY) -- EXT. PORCH SLAB II�f - VARIES SEE SLAB SCHEDULE• TOP OF GARAGE f I ...ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE "' MASONRY UNITS SET " 7=0. AT ESE, W/ 12" ISOLATION '.., JOINT (WHERE • • 6" CHAMFER -STORY) #3 18" p4 24' ISOLATION 4" CHAMFER (1STORY) < 6" CHAMFER (2STORY) a{7• APPLICABLE) Z SEE SCHEDULE„ JOINT JOINT(WHERE� a EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR WXD, BAR SIZE 36" APPLICABLE) FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST Y6 AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO ar7 47• EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 S�� CORNER BARS DETAIL DOOR OPENING GARAGE 3 4 SCALE: 3!4"=1'-0" SCALE: 3/4"=1'-U' LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL WI 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, IVOr- BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W w St a I 2x4 OR 218 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR Zx6 WOOD BEARING PROVIDE BLOCKING WALL Wl SYP No 2 STUDS SEE 2' CAPPED 5 V) NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/2- PART SPACING. SINGLE BTM. PLATE WEDGE 12'k9' WEDGE ANCHOR W/ 2' BTM. PLATE TO BE PT. WiFLANGE BASE a g EPDXY. MIN. EMBED TO PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 8", UNO O TE PLATE EPDXY 5-12" EMBED. MIN. Q 16" OC SLAB W/10d MASONRY Q FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX NAIL 16" O/C STAGGERED. _ � SPECIFICATIONS FOR to I STM AND TOP PLATE ADDITIONAL METAL USE AND H ANCHORS W/ 10d x 1 12" CONNECTORS NOT SECURE FLANGE TO PREPARATION OF O COMMON NAILS FILL ALL REQUIRED WHEN NO SLAB WI(4)1/4"X 21/4" HOLE. W K HOLES, DO NOT USE 10d W W UPLIFT IS PRESENT. TAPCONS O�O� x3" W SEE SLAB SCHEDULE SEE SLAB SCHEDULE ,_ 01 eke TOP OF SLAB TOP OF SLAB - 4" CHAMFER(1STORY) - 6"CHAMFER(2STORY) • i : •, 4 . EQ. EQ. EE SCHEDULE EQ. EQ. SCHEDULE BOLLARD FOR VVxD, BAR SIZEFOR AND BAR QUANTITY __—SEE WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 8 6 � SQALE:3/a•=r-0" (NO UPLIFT) SCAlE:3/4"=1'-0" scALE:3/4'•=,'-o° (W/ UPLIFT) LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d 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 Z 20 OR Dc6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE O } BTM. PLATE TO BE PT. SECURE BT. PLATE TO t PROVIDE DBL. TOP PLATE SLAB W/tOd MASONRY NAIL W 90 16" O/C STAGGERED. ADDITIONAL METAL !� a CONNECTORS NOT O 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. ' ; POURED LINTEL CONT. (TYP.) '' 8" CMU FILLED CELL (TYP.) .. - TOP OF SLAB �t�': SEE SLAB SCHEDULE ti., ZX WALL FRAMING .Ie _ SEE SLAB SCHEDULE 12" DIA SIMPSON STB2 BOLTS 5' a-(T Z a MINIMUM EMBEDMENT INTO TOP OF SLAB "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND -.a. CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH 16" O.C. VERTICALLY MAX FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE ..3 . FOR BAR SIZE FOR MD, BAR SIZE AND B AR BAR QUANTITY AND BAR QUANTITY L COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION (NO UPLIFT) L V SCALE: 3/4' 1'4' 11 SCALE: 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abAe•Igng-up. - L AA S: 0003325 W Le C SVHDly. Se LOT: SILVERADO LOT 7 BLK 19 L/ PROJECT 04128.002 07191 HODE1. 4EBB "1828-CALL" OARI►GS BWMG: LEFT PAGM: DETAILS 150AYH EXP. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com L AA A: 0003325 V h V 2 w O s iLL H ul 0 lij SVHa2V. M LOTil SILVERADO LOT 7 BLK 19 PROJECT# 04128.002 07191 MOaEu 4EBB "1828-CALI" GARAGE BIFMO: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B DOWEL PLAN SCALE: 1l4"= t'-0" TIE BA VERTICAL RER TO HORIZONTAL REBAR HOOK GROUTED BOND BEAM VARIES PER ELEV. q Z .I c a CLEAN OUT REQUIRED Q FOR INSPECTION m ee TIET/ERTICAL REBAR q . TO HORIZONTAL q.; REBAR W/ 10" HOOK BAR SIZE 46 BAR DIA Z W #3 18' 0 4" #4 2 U #5 3U' #6 3S' #7 4Z' HORIZONTAUVERTICAL REINFORCING � SCALE: " EXT. PORCH SLAB W/'ll2" ISOLATION JOINT(.ERE APPLICABLE) 6" PVC CHASE— THRU FOOTING Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND t SPACING REQUIREMENTS mW OIL co Z 6" CMU WALL io 0 SEE SLAB SCHEDULE 4" CHAMFER (I -STORY) / 6"CHAMFER (2STORY) • Z MATCH STEEL REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3l4"=1'-0" K BAR SIZE 48 BAR DIA Lu O a #3 t8 m U #4 24" e a #5 30" 6" PVC CHASE THRU FOOTING #7 ar MATCH STEEL REINFORCEMENT PER SCHEDULE #5 BARS aq CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS i441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.ebdeslgngroup.com AA #: 0003325 C 3 aUBDIV. ac MT SILVERADO LOT 7 BLK 19 PROJECT# 04128.002 07191 MODEic 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS 150 MPH W. B WN DATE: 04/06/20 SCALE: 1/4"=1'-0" SHEET s1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x i V2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4, ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .17T' " x 2 718" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 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 EE. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION re (psi) %.. REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8c8 (1)t/5 N/A GROUTED SOUD "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOTSAF *-4--PLL� �,..•G.... SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH NJ0 I sm eP2o eFtooe enoa elv4.8 arras e14ao TYPE LENGTH BUB 11F8 RCMU TYPE LENGTH watt enoT IF12-n orlsu IM64T enozr erian elaan VII-IT eretar Brun errn OWT ar2r 3'4• N7) PRECAST 2211 94• (4Z7 PRECAST 10PS 1024 ,668 X-r (42•) PRECAST tr rr ar4 4a04 am toes ter ter ata4 sr4 eta elaa Stu ta" W4r On PRECAST 1966 4'4• (49) PRECAST 766 789 1309 4'4• (49) PRECAST an ear sm a"e 490 ear eon tm ear rr 3"e 490 ear eon 4.4• (64•) PRECAST 7866 � 4'4• MC) BAST E92 E1 1073 4'4' (54') PRECAST lam 20r 2m mn 4or m1 am fr7 aor nm m4 40r mt M 84• 1e49 PRECAST 1217 94• (649 PRECAST 411 411 745 9-P 8147 PRECAST t0r to an aer sar art 4m f"e 171e :a0 are aar art 4m 9-,0• (7n PRECAST 7062 9-1P (70•) PRECAST 340 339 516 9-17 (70") PRECAST IN t 210 3W ar nr m Teo am am MW aro 4133 94• (19 PRECAST 90e 64• (M PRECAST E107 721 490 94P (Te9 PRECAST 3 ter rr nr 3rf ut2 T4• Mn PRECAST 743 ..'� T4• (609 PRECAST �'.1 424 634 363 r4' (6S') PRECAST , a n ane 14M 2•r ME 2m ON S4' (,ice PRECAST W4 W-C (117) PRECAST 328 512 230 9�• (112') PRECAST1 f alm 7rD tsr ter tw aaN ano W-V (129) PRECAST Q6 lo4' (12r) PRECAST 2e4 4o1 1E10 ,o4• (,2r) PRECAST 13mm- t7r �, I"o «n fir am tab ,1'-4• (136) PRECAST 302 ... 114• (,36•) PRECAST 260 452 154 114• (f3B•) PRECAST anm tm t Im 1 tan f"3 t"6w 2W 12-0• (144� PRECAST 997 '', 174• (144') PRECAST 244 402 137 f74• (f44•) PRECAST 411111rr tt t Ter so iota. mie ,SW (1607 PRECAST 2B6 184• (16D') PRECAST 217 824 110 18'4• (180� PRECAST m 7r es /1 t 4r 4r 7r 1i0 $41 Teo 14'4' (168n PRECAST ZN W-W(169) PRECAST 2D6 263 100 14%W (16" PRECAST aB1 ar Ne 724 er tar 410 4n 717 for 1 1 te07 14'4• (IMP NIL 14'4' (176') PRESIAI� RR 284 W 14'4' (176y PTA 71e 20 � 2r m er en m 0 t en t" t1" nN 18i• (164� PRE NR 10-C (184-) PRESTO RR 2SO es 194• (1849 PFEffn ESZIED is aao au al 'Ye ero m re ne t "f t tra ,T-4• on PRES1 N.R. IT-C (2 n PRESTRESSED N.R. 194 64 17-C PM PRESIR� 1m tr an 301 40 as IMM 740 er , 7r 1211 m3 /4n 19I• (2327 pgFBf D NJL 194• Mn P N.R. 148 52 lo•P mm P ES 1e fN ar ar ar 4r 4a on ea rt ea 747 tau 7'{" On PRES'1� N.R. 214. 1M PR681R� N.R. 126 42 2t4• (2367 PIES/REBS ut ++x 2N 2r am m ar m 4r m m all m tse 27-V PM P NR, 2Z4• W41 PREBTREBM N.R. tie 40 27-V (264) PRE fa7 to a an 4r W m fn au aft t1a 4r m Mr R66') PRESTRESSED N.R. 24'a P N.R.m 3s 24'-0• RB67 PRIG fN ar ate 40 r0 rn IN >b 2r 4r rf r4 trt tt2a (8) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#`) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALLVALUES TAKEN FROM SAFE LOAD TABLES' BY CABTCREIE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE M6rAEM C OF NEARING PAST EACH SM OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P, CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE r.. 1"126.03 ����®mom''. Om�O©0� om0000v om0000v �!o-.moo®�:!oo 000�r_�! 0m�0�00 000i?!C"�!�cn 0®�0000 mm�0�0© mm000Q1!�Q'! 00�0000 00000 00�0000 ommoo�-ter_ 000000© 000000© 0��0000 0�00�00 ©E7�0000 0�000�0 000�©00 ®�m000 ���a00� 00�0®DO mm00000 0000000 �. � ......A..,-..., ,.., � ,..BF18-iTIOM/OB......P v........,,..,,, ,." x.....,....,.. ,.Y..� ..,. ,,,. BFi6-1T/OM/08 ... sn ,... _. ,� .". �. — 8F16-1TIOMPo6. 1 4�, GT 3 I ( $ ( 4 5 8 > k & Y a )o ( + 3^ 2 0 LL m t { ) i ) ) UNO, PROVIDE BBt WHERE—, d ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-8", UNO. t ( f Ass ) ) � 8F8- � ) 1T/O3NOB k F s �a rv° ) 8F28-1T1OM/OB 8F18-1TIOMI06 4..,. ,� .,.s ,,.,... ,.. �, ,a.. N„ „�. »,..,. , n..,.. m k.",..� ..,... m..." .... M. ,.,, � ,..,, .., �..M ,x ._ ,..... w. ,.....,. w. x• .�., .r. „�i....�,. ,.....,,, .......... .... ,., .... ," LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONAID RFAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407-7744078 wwwsbdes(gngrouplxxn AA N: 0003325 j J I LIJ u � q O sysa:v ac IAT: SILVERADO LOT 7 BILK 19 PlioJECT4p 04128.002 07191 xoar.0 4EBB "1828-CALI" GARAGE 81►IfJCi: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH XP. B It DR1riw04/08/20 sIiEET s2 #5 CORNER BAR W! 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W! 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4'�1'-0" NOTES TO THE INSPECTOR/CONTRACTOR .TYP.65ce" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM ,#5 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. PLACE STEEL F3PI ACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 06 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 60 THAT THEN THE LAST ,#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" ap 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM `- COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP Of THE LINTEL o„ , / / A �,�O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. PAS. F�L� 8X16 DBL BOND TOP OF BEAM W/(1)#5 BAR SONDBEAM • EACH COURSE G 8x8 BOND BEAM TOP OF • ���G�\\\� W/(1)#5 BAR .`- BOND BE 1 F FILLED W/ GROUT I\ �\AO U =UNFILLED GROUT SOLID FROM TOP �j1\O NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF AITS, IN 2ND BOND BEAM, IF FILLED LINTEL ��//// /—BEAM COURSE SEE NOTE 5 �,16-1 T/ 1 1 Y1/ LLIIINTEL W/(1) #50BARRL2)E NOMINAL LENGTH OF BAR = WIDTH OF MASONRY Q HEIGHT # OF #5'S, TOP 9 OPENING-7' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THATXFXX-1T"MW INDICATESADOUSEBONDBEAM #OF#SS, BOTTOM 8x8 PRECAST CONCRETE SCALE: 3/4"=1'0 AND XFXX- 1TMUM INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX-1T/iMNB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1TAMNB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2X4 (MIN 2 X 3)1-W6 TAPCON OR DRIVE PM (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4•') 8" FROM EACH END AND 18"0.C. MAX. MIN,-1/4" EMBEDMENT 2X6 (MIN 2 X 3) 2-3116 TAPCON PRE -CAST .31m OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 1/4') 9- SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1l4•' ^ EMBEDMENT 2X8 (MIN 2X 3)23/16 TAPCON OR DRIVE PIN (MIN NK SHAEll 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 9' FROM EACH END AND SECURE TO SHEATHING W/ 16, O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK EA END VCMU EMBEDMENT SHEATHING TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION rARCHWAY FRAMING DETAIL J r SINGLE #5 CORNER BAR, 30.30TURNED 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 CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 Pit. 407-774-6078 FAX: 407-7744078 www.abdesl"oup com AA #: 0003325 V OR � k BvsDiv. a. Los: SILVERADO LOT 7 BLK 19 Pnoi=T# 04128.002 07191 moDzu 4EBB "1828—CALI" GARAGE 8wtr7G: LEFT PAGE: DETAILS 15 MPH EXP. B wm D T Rur04/06/20 SCALE: 1/4"=1'-0" BEREFT S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W 10d 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 NTH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WTH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: IW = 1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.con L AA B: 0003325 i LN a g SYt $$¢¢ 64 0 a a�cc `d O ,r��Q�®sI}q��{J 02 5 POOR a: LOT SILVERADO LOT 7 BLK 19 PROJECT# 04128.002 07191 MODEL: 4EBB "1828—CALM" GARAGE SWING: LEFT PAGE: FRAMING PLAN %150 MPH W. B A{1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE SIMPSON # `1100 UPLIFTN (9) 10d x 1 I' NAILS TO TRUSS 0 B42) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING SHEATHING x21!4" TRUSS ANDTITEN (12)16d x,}'NAILS TO TRUSS FASTENER SCHEDULE" 2 H ANCHORS DBL STRAP, 1 EACH SIDE WRAPS UP AND CONT POURED LINTEL OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 Z' x 4", # 1900 UPLIFT (2) (16) 10d x 3 }" NAILS TO GIRDER AND 6'. W x 4'-U' MAY BE ADDED EDONSIMPSON INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS OPPOSITE OPPOSITE FACES OF WITH (12)16d x 3 }'NAILS TO GIRDER O!C TO FACILITATE ONE BLOCK WALL Wl1010d TO ADDITIONAL PLY MAX. TO TRUSS AND (4) 14" x 2 1/4" 1x2 2x WOOD FASCIA ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. CONT POURED LINTEL a SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1,2SECURED W/ 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12' O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) Z' COVER 8 Z' APART C ALLOWABLE UPLIFT = U:2705 LBS(2 PLY) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR SQALE:ara-''o' La 1" I`" 3 GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ 13) 12d a EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 9-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60-0 (3)'7C BRACE SECURE Z18 PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W/ 12' DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/Z' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. Z14 SECURED W/ (2)10d's 0 EACH TRUSS TO BE INSTALLED 0 O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34"=1'-0' NOTCH DEPTH 114*0 HOLE THE USE OF ALTERNATE MATERIALS MAY BE DIAMETER HOLE DIAMETER <2/5'D SGL STUD USED SO LONG AS THEY CONFORM TO THE OUTER 113 FOLLOWING SPAN ONLY ONLY HOLE EDGE >5B" 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 WIND AND REQUIRE 011 THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 BTM. HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE < 3/5•D DBL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS LIMITS 8 SCALE: 1 12'=1'-0" 1 ALTERNATE MATERIALS L.,/-� SCALE: 3/4"=1'4" 1441 N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774-6078 FAX- 407-7744078 l wwwabdesigngroupcom AA #-. 0003326 ^ N a q StMDIV. AC LOT. SILVERADO LOT 7 BLK 19 PROJMTO 04128.002 07191 MODIM 4EBB "1828-CALI" GARAGE SwMG: LEFT PAGE: DETAILS 150 MPH EXP. B PRE-ENG GABLE TRUSS ZA BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-U' O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24- O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN Wl 1/7' DIA ANCHOR BOLT Wl7' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO D18 P.T. PLATE W112d's W O.C. MAX CONC. POURED LINTEL COURSE CONT, 2x4 SECURED W/ (2) 10d's ® EACH TRUSS TO BE INSTALLED @ 1U-U' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0 1441 N. RONALD RFAGAN BL LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdoMpgfoup.com L AA#: 0003325 4 a 0 SUBDrv. & LOT SILVERADO LOT 7 BLK 19 PROJECT* 04128.002 07191 MODEL: 4EBB "1828-CALI" GARAGE S'WM0: LEFT PALM DETAILS 150 MPH EXP. B VTCR SPACING (1) AT EACH END a 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-U" O.C. MAX. (2) 2X4 N0.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d 0 EA 4'-U' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 39-9- (1) "X" BRACE 30'-V TO 67-0 (3) "X" BRACE -W pRE�NG GABLE TRUSS `6 i L (1) BRACE 0? CENTER h (2)'W' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ e (AS PER TRUSS ENG) I I i \` c PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1,Q 2xWOODFASCIAfZE.GINEERED ONNECTION PER SEE ARCHRECTURALRUSS MFG. 2x SECURED W/ (3)160 WOOD GALV. COMMON NAILS.. 24" O/C, t)2 SECURED W/ 1Dd P DRAWINGS GALV. COMMON NAILS CANT. zx4 RAr RUNPRE-ENGINEERED 12' O/C VAL SECURED W/ (2) 12d's MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS ^ G W1 HIP RETURN SCALE:3/4"=1'D' 1441 N. RONALD REAGAN BLVM LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-7744078 www,abdesWAgrouµcom L AA is 0003325 Y ho Q �•j �+ � 1•j Zy�y 9 dij$j. 8LMD:V. at LOT: SILVERADO LOT 7 BLK 19 PROJWT# 04128.002 07191 MODEr, 4EBB "1828—CALI" GARAGE 811DgG: LEFT PAGE: DE PAILS %150 MPH EXP. B c co 9 GABLE-R[) ROOF WIND DESIGN PRESSURES NET (GROSS) ASCIE7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'.0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPUCABLE INTERNAL PRESSURE COEFFICIENT -0.18 ROOF D14PHRAOA FOR ASPHALT SHINGLE ROOF, USE MIN 7116- O.S.B- OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH SKI RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS D W' O.C. EDGEWISE ZA BLOCKING ALL PANEL JOINTS W1 IN V OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 12" 0.120' 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 12" OA20' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1864 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STARE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS --`\ Y7Y1F CHFATHING R EXTERIOR SHEA71HIMi0 USE lrZ' CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES .. Za p J 0 w = ti z iG y Z 0 Z Y Z fA z8 (WWPD W U W UW0 q¢ O i W ro D. ■--1_Ii■I ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR q8% END FRAMMIO Bd RING SHANK GUN NAILS . 6' O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMEN FOR ROO SHEATHING (O.S.B. TO BE STRUCTURAL GRADE RING SHANK GUN NAILS D 17' O.C. IN FIELD or SKI x 2 10 SCREW SHANK PNEUMATIC SCREW -NAILS Q 17-0.B.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED INCONCRETE SHALL CONFORMTO ASTM C33. MUOWMAGGREGATE SIZE SHALLSE SW. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION NTH JOB SPECIFICATIONS AND Wow: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROMDEB%AIR ENTWINED CONCRETE FJ0a0S®TOEMfM OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, BW EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CFIMFERED 3H'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS,ETC., SHALL BE SOUTHERN PINE NO. 2OR BETTER. Fb= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64iLCONRNUWSPOLYETHYLENE VAPOR BARRIER MEMBRANE UfDETtALL 31A0s-ONGROUND WNBiE BnlCdfFD ON 6 AL CO NE VAPOR B/RRIESME BRA ELASTICITY = 1,400,OOD PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS LAPPED S INCHES AND PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 616 EDITION. SEE NNUNG SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WTH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE 13 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUr ARE BY OTHERS. SYP f2. IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD -TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' ' CHAIRS SPACED V-0OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB-0NGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SWILL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM AS15 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. 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 "rPIANTCA SCSI i" ROOF: LIVE LOAD FLOOR: LIVE LOAD 60 psf VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATECONNECTED 20 psf TOP CHORD-nan-concuwent RANDS TYP. MIN LAPS SHALL BE AS FOLLOWS: d4 BAR - 25' q6 BAR . 36" WOOD TRUSSES. 10 psf BTM CHORD --Tit Y5 BAR - 30" 97 BAR - 42' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS VVITH 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 pd TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf W/ No GYPCREfE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 psf BTM 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: 10psf 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 psf WIND: DEAD LOAD SPEED =16OWN 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE B. RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPUCES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOpsf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING- ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS GALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 3W,, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION M ONRY" PLAN SHOWING 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" (ACI 5301 ASCE 5RMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROW DED 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 BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, 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 WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW 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 DRAW NGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING 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 C376, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 30DO PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED WA SLUMP OF S" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN I I ALLOWABLE SO L BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED ASO OUTLINED UNDER ASTM HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB BE COMPACTED A DRYDENSITYOF AT LEAST 95%7-T OF THE SHALL BE REMOVE M THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MAXIMUM MODIFIED PROCTOR MAXIMUM DRY' DENSITY, DETERMINED IN ACCORDANCE WTH ASTM 0.1557. TREAT ALL DR DENSITY, A CELLS TO BE FILLED. BE SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANWOR VERTICAL THE OWIJER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S 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 WTH THE CONCftETE° SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, = 46 k. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S. Fy = 35 k. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADEFy COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. RWB 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTIL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE-NUr LEVELING, ALL CONTRACTOR SWILL SUBMIT PROPOSED NIX DESIGNS, WITH HISTORICAL STRENGTH DATAFOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLIAAP SHALL NOT EXCEED F4- PRIOR TO THE ADDITION OF PIASTICIffR BE TIGHTENED IN ACCORDANCE WTH THE TORN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REWIREAENTSOFACI 301 MID ASTM C44 OR MEASURING, MANG, TRV&PORTING, ETC. Al ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL CONCRETE TICKETS SHALL BE TIME -STAMPED MIEN CONCRETE IS BATCHED. THE MADMAN TIME ALLOWED FROM WFBI WATER IS ADDED TO THE MX UNTIL T IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 9D MINUTES, THE CONCRETE SAL. NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQURED CONCRETE COVERAGE OVER REBAR SWILL BE AS FOLLOWS: A IT FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-Yr FORABANDSMALLER 2' FOR W AND LARGER C. FOR CONCRETE NOT EXPO.SEDTO WEATHER 9W FOR SLABS. WALLS AND JOISTS I-1/! FOR BEAM AND COLUMN PRIMARY REI FORCEMEM. TES. STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AP,IGTION 811E ttPE 6PACING REM-x8 -,NATION SIEE TYFE 9PALIK3 RFMAfR4 I. FIA To NA80NiY l(Y�NC. CASE HRREENEOO]IL WJLt12 LONG. �� GAMGE OOOP91at TO MABONRV,COIL. Vr OIA Np WA91pt iAPCON MAm1AY FASTENER �� 112 FNBEU rEIDpBT., PST. &3pPAL. FM OOORB a .SEE NDTEB CrLSE 1MgCEI1�000. NNL1t2LONG. PO,C STAGGHdD WHiDOMU00fe FA8i@1H> IMO41A8OMYrCCNC GORGE OOORBUIX i0 w.eorrrrxnNc. 2WwV EIIPAN610N BOLT ]Y OC FNBEO.,r Ero bSl., TEOOE aBT. wlwowea v PT, sEE NOTES asENwoEmaxL Lt12 LON3. Tao sTAGGB£D wNxXmxxxaFAsrom Ilrto M^'mIn"'as'c NETAGR-To - CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS E%T. SWR1GaO0R SUa(h Pi.eff NOTES p))1161MA W Opt -tIPaNY FASTNEfl 'ram It2 ENBED.CEN[1 aST., II aST. NON9ENtlNGV OOp WALL TO COWL.9AB 24� TENSED. r ENG pST..T E—qei. T_ W''A'& SEE 8.13B°P-a31Ie' PaC a"ENO. aBT.,112 STEEL WL, w WAS 9TAGG6iE0 EDGE GIST. N01E8 NOTES 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE e. W NDOW AND DOOR BUCKS SHALL BE AS W DE OR W DER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERSARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdosigngroup.com AA !: 0003326 N sulmzae LOT v SILVERADO LOT 7 BLK 19 [PROJECT# 04128.002 07191 MODEL' 4EBB "1828-CALI" GARAGE S' WOG: LEFT PAGE: DETAILS 150 MPH EXP. B -, • �2�'� �S� �`� s:�.� 2, 5� �(�`� 5�