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HomeMy WebLinkAbout35567 Stella Vast Dr..- A ►- r 99 99 0 ,_1828-4E_BB_CAL1 - e4r HOMES 12602 TELECOM [RIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Pax: (813) 740-9715 REVIEW D2 6 2020 CITY OF ZEPHYRHIL PLAN EXAMINER ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: i DR HORTON HOMESTURER 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . BURMNr �COM 6M =ON (��7 -ML LM, AM STATE .00CUPANCY •CONSTRUCHON TYPE INTERIOR FIlOSH • BASIC WIND SPEED • EXPOSURE • 1—STORY RESIDENCE •2-STORY RESIDENCE C� - RBSIDENTIAL GROUP R3 - VB - CLASS B - VDlt=150 MPH Vasa=us I�1I — B _ - YAX BRIGHT AS PER LOCAL AND SPATE CODES ABV ABOVE [AV.LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS A ADJUSTABLE � � CABINET AMP. AMPERAGE MIN. MINIdUM CL CENTERLINEM.T.�. `� "OLD GAB. CABINET MTL. METAL CLG. CLEAR N.T.S. ON CENTTO ER CLR CLEAR G.C. oacENTER/0 CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.H. PUSHBUTTON G.T. CERAMICTR.E PH. PHONE D. DRYER PLT. PLATE DEL. DOUBLE PLYWD. PLYWOOD D.G. DIAMETER D PR PAIR Da. DIAMETER P.T. PRESSURE TREATED DIM- DIMENSION R. RISER DISP RG� UP. . RETURNAIRGRILL o D.S. SPOUT RMREP. OOMREFRIGERATOR D D.W. DISHWASHER S ° ROUGH SaID —DR EA. EACH SO. SMOKE DETECTOR ELEY. ELEVATION Sa SINGLE HUNG EEXIL BUST Ste. SHEET F ./ FIXED GLASS SHWR. SHOWER E.G.�X FUEL GSL. at SLR FIN. FINISH STD. SLIDING F,,R FLOOR STD. STANDARD FLUOR. FLUORESCENT Sws SHEARWALL FF � FOOTING D" ,T SECTION TEMPGLAD GA. GAUGE INK. THICK OAR. DISK GARBAGE DISPOSAL T.O.C. TOPOF CURB G.F.I. GROUNAFAULTCIRCUIT T.OR TOP OF PLATE IiTERRUPTER T.O.S. TOP OFSLAB GL. LA GYP. HD. GSS TYP. TYPICAL GYPSUM BOARD U.N.O. UNLESS NOTED HB. HOSE BIB OTHERWISE V.P VAPOR PROOF H.C. DEERWCO� W. WASHER INTSIiiGR"` INSULATION WD.. WOO„ INT INTERIOR WDW WWINDOW TI W.I. WROUGHT MOx DATE DESCRIPTION CD8 ARCHITECTURAL SHEET DESCRIPTION CY" n MC u�ArE PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2C—ELEVATION C PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml-MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING 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 °�A6 Wg�' D mauls 81DM ELEVATIONS ADDED CaSRE- ���� FQOT�Ya REVISION PER M BOUES �� WB O2/Fyg pppEp gggg FOOTER AT GARAGE DETAIL iFORI FIYER6) 02/11/!9 FUWr7AtlrBLINCf o3R8 NEVWED LNEL BE AT PRAJBRDOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 0444119 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BAT80N (4H.5) > SQ.FT. CALC. S �4A REVMED HVAC VOUM ON OWT CALL sCWMXU (M.EU 06MAS ADDED FOR MOND DEEP FoarW DETAIL 12MA (OF&) LIVING 1828 Sa FT. CsARAGE 430 9Q FT. ENTRY Ib $Q FT. LANAI "SQ FT. TOTAL 2362 SCE. FT. 064M ADDED LED LriHft • KJTCHEN 4 BAT4W" PER HAW BOAS 01/" ADDED STONE OPTION ELEVATION C A D (TAMPA) OMM ELEVATION V SIDSIG-ADDED LOWER • GABLE ROOF IBrMn9 ADDED oPr. e o cEaING HEIfaNT6 OIA01/t0 REFiACE USP CONNECTGRS YATN SA'T'SON CONNEGTORB °EOMFIEVWE �AVEW RADON � D�6M STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG SlAA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG 53—FRAMING PLAN PG S31A—DETAILS PG S3.113—DETAILS PG S3.lC—DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THIS BUILDER ASSUMES ALL UABILI9'Y FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. 1IF ANY ASPECT of THIS CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUBDER WHEN NO IM's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. L44i N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngrouRcom AA is 0003325 V g 4� SUDDIV. Ic LOT: SILVERADO LOT 23 BLK 18 PROJECT* 04128.002 23181 MODEL• 4EBB "1828—CALI" GARAGE BWMC;- RIGHT PAGE: COVER SHEET 150 MPH EXP. B DATZ: 04/06/20 SCALE: 1/4"=1'-O" SIMET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 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. SRE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, 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 ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 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 ARCHI ECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: 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 518 -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 %-INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3- O' 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 TILER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (TADS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 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 NTH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFAWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMB Ni 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. 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 F9I8M 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2- THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 IN TYPE'W DRYWALL SCREWS AT IT 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 REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN St LONGWOOD, FL 3275D PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA M: 0003325 A a S yT! u i aysDiv. ac LoTil SILVERADO LOT 23 BLK 18 PROJECT* 04128.002 23181 MODEX. 4EBB "1828-CALI" GARAGE 911111WO; RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B DA 04/06/20 BCA=: 1/4"=1'-0" SI=ET 114 GN di 39'-8' q;o of//■o i i of/////Y/Ilo1///Y/////la �o'ttt/IL I o 0 So mm i IN i mm - �no 1-7 0 I � im :JI'11, .`T 0 UJI-L �_■/�� 1-0 I. V AS Iiiii •MR • 5LD&CODE GMAGE I. + a I CLIL 31 n . EGRESS ' o . � ■o o:,tttlo C Iv'J■t//In o,It■/tlfo oattl�o 49 ■ Itttttttttttl i�rrrlr/�Iic SQ.FT. CALL. S Lli 1028 ba ]]FT. GARAGE 430 Sa E+TRY 16 Sa LANAI a8 Sa TOTAL 2362 $a B EIBNIEaPo1BB dLAVII 01B/BE NDNE BMW DOZE 0WHI DPA R811M118 MIN. UNDOW 10 5 24/-33 CRITERIA EXTERIOR SUNG 5 24/-31 DR MM. CRITERIA Si MIN. 41 5 23/-29 CRITERIA 16010 0}ID. 112 1 5 1 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLOC. CAT.=H, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONMDA10 C DBL. TOP PLATE 9 �n BAR DETAIL a a DIM. VARIES ARCH DTL. B ALE: 1R . I'-0' FLOOR PLAN SCALE: 1/4' . I'-0' -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN! AIR GRILLE - VERIFY CONDENSER PAD LOCATION UTH SITE PLAN. -OTHER OPENMGS BETU?EN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED UTN SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THICKNESS; SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 211 FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX, 407-7744078 www.abdesigngroup corn AA f: 0003326 1zzz4iii i7 c I I HJ SuBDiv aLo SILVERADO LOT 23 BLK 18 IPROJZCT# 04128.002 23181 MODEL: 4EBB "1828-CALL" GARAOE 871III'Mii RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B DATE.. 04/06/20 SCALE: 1/4"=1'-0" SHEET Al AREAOFATTIC = 2354 SO. Fr. NET FREE VENTILATION AREAREQURED = 1/300 EQUAL EQUAL EQUAL EQUAL REQUIRED VENR IATION AREA = 2364 /300 TO CONTROL JOIN TO CONTROL JOINT TO CONTROL JOINT TO CONTROL JOINT ' VENTILATION AREA %SQ. INCHES PER FT. 1198j 2134.72 SQ.IN. MIN.REOUIREDVENTILATION a .5% 113A72 IN UPPER PORTION OF ATOC 8HINGLE ROOF t2 _ $67.36 so. IN. b OFF FUDGE VENTILATION AREA 115 SO. IN. PER VENT 5673 /115 DECORATIVE TOTALNOF VENTS REQUIRED 4.93357 FOAM DRABTILE� 4' FREIZE � roTAINOF •vENTs� rnCm15TNE PEtIMIIHt oFTNEXOUSE, IE4TXE ovEFUU1NG BAND OFF RIDGE VENT (F7LIEFUOa OF WALLroE%IEPoOROF WALL.NOOVE2NIWGSINCLUOEO b' RAISED A BAND (TYP.) 'iB 1 l6 2 I TD �b BRG. HGT. WA 8'-S' BRG. W.T. COACH Ib'X60' FYF'ON I WA LKsHT DECORATIVERE SHUTTERS OR 4 ® S'-S' BRG. HGT. S'-S' BR3. WIT. WA 4' RAISED I I m 9 9 BAND (TYPE _0'•0' FIB_ I I ----- -_ _�_ _- -_ - C'-O' FIN. FLR TYP FRONT ELEVATION 0'-O'FIN. FLR c'______-_-_______-_-_ I I_ O'FIN. FL R SCALE: 1/4 • I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING M PER FBCR RT03.4 REAR ELEVATION SCALE: V4 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT S'-S' BR,. HGT. 0'-0' FIN. FLR I'-0' 0'-O' FIN. RIGHT ELEVATION SCALE: V4 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT Y r 0-0' FIN. FLR LEFT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH ADECO. DTL. SCALE: v2 i'-0' 1441 N. RONALD REAGAN BLVD, IONGWOOD,FL32750 PH: 407-774.8078 FA%: 407-774A078 www.abLiesigngrouµcom AA *: 0003325 [ai �a � av>Baly ae INoT: SILVERADO LOT 23 BLK 18 PROJECT# 04128.002 23181 MODEIo 4EBB "1828—CALI" GARAGE SIM90: RIGHT PAGE: ELEVATION "C" 150 MPH EXP. B ELECTRICAL LEGEND SYMBOL DEFINITION NOTES DBV OUTLET 20 AP eNWLE POLE IMT/ OUTLET wv OUTLET w w com Ono TO SWITCH C1J'4 IIOv OUTLET DoaW'm 11l{"D FML NTeWWNER RM'PM IEN&TAM T177/ a@ »ev OUTLET (4) WILE CONNECTION IUP Gw pe. WATNPR70P gRLET OMM PALLT MQIMvi[R �' SUITGN SYI1CiI 9-WIAY OP'!R $4 &WTON 4-WAY OPER ._%\ WALLWYMaNRD J LIaNT G4LNG LIGHT © LED CLG LIGHT ©vp LED PROD LOW O VP VAPOR MOOM LOW OIWECMem CAN eVENT. Rm I17M PIPE ea FT. VAT. PAN W4_I814t IOU PER eCL R. 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PRDTECTED PER ELECTR ICAL FIWDVISIOS OF lDrtION nen) • NIFs 210n 7OLL EDITION. &TM • 20 AMP DEDICATED LAIMMY CWWCUIT. • GA 0 I6EAD (NOT ON NATOEN CIRCUIT) • D**&#A ER DIECONECT TO BE LOCKOUT N PANEL • BATNROOT DSWST PAN TO IYVE MN C oOPACITY OF Be C pm NTW*srTEt4T PER ELEC7LCAL PROVISION& OF SECTION MEOU A71I EDITIO4 f2eM2 B112 • L AIODRY ROIOM REGCPTACLE ?A'LL BE 6ROUD PALLY C HWUft-NTERI PIEPW FRDTECTION FOR PERSONNEL ON FEEDEE • 101M M MM SMALL BE 14M METALLIC CABLE POPE ELECTRICAL PROVISIONS OF PBCR ATN ED r2e1Tz • ALL W mK TO COPLY W2TM aECYmCAL rmONAONS OF TIE FBCR &TN ED MOM ALL LAMPS SMALL He SHLECTIND BY INALOM AND •'Sf OF LI041TWA5 FWMT BE ENCR6T 9RIGIQAT TYPE FER PALO. Of R02Y Q SERVA 10N 1114eu CEIL ------------ I� MTD. LIGHT TO BE 'PRE-WIREI INSTALLED. `, CLG FAN PROVIDE I C.' `J J-BOX FORUP \ OPT. FAN I \\ GF1� DIRO M —all LIVING ROOM Cam. .7 PRE -WIRED CLG FAN IK,, ! I 1 1 I I 1 1 eL \ \ r-SUTC14 - — — — - -------CABINET r � I ♦ill OF / L _ — a — L \ GPI 34 1 W.I.C. \\` I OUTLET ---ii \\ KrrCHEN FOR DW LAUN: � ii \ RANGE I GFI n O GFI OWNER'S SUITE PRE -OARED CLG FAN 0. BAT ti A ' 1 an I M. # BDR4/ WOOD �� OUTLET FOR ® FUTURE MICRO j I i /S/CO I ,`J (.` ) i (/• PRE -WIRED BDRM !13 \ II 1 CLG FAN F — l I��I R A I PRE -WIRED CLG FAN \ i — — GFI I s� I P.B. FOR 44'AFF. I �GAp ACR \ I — � I L J I / BOLLARI \ AS REC `J►' WALL MOUNTED PER BLDC cloD LIGHT WAWTCH IN BATH 42 I ® I � IS/COI \ ATTIC \ / �...� �•( 6 CLGGF.I ) / w KEYLESS OUTLET 4 BDRM. j FIXTURE Q IRRIGATION 'OUTLET e 40' AFF. ® — GARAGE GF PRE -WIRED CLG FAN / \ `— ILL& — ILLW --------------------- \ COACH L.r.WT ELECTRICAL PLAN SCALE: 114' • I' -ID' ■ FIELD VERIFY LOG W P Panel MAIN - A PANEL: 8116wPaL Meeker VOLTAGE: 120/24OV-lPh NM: 150Artp M.C.B FEEDER 101 CUTNINN & 1-e6 Cu(G) in 1 12" C. OR 3OM AL TIMN & 1-A'6 Cu(G) In 1 12' C. wlrt ►N. Wa web a�aA1 a1oM1 waea DFYn m Wv PFro win M1 20 baro,k. CilblllG 1200 1 2 i12 2 m .4—P, 14W0 a 4 e e sTW4 cu.1 as 2 R PANEL -A PANEL: 42 at Weaker VOLTAGE: 120/24OV-1Ph MAN: 150Anp M.LO. FEEDER b 01 CUTMNN & 1-06 Cu(G)In 1 10C. OR 3- OW AL THWN 8 1-S6 Cu(G) In 1 117C. Wirt Pab Sla M,ml Wa 01u41 a1Y4t w— 114m1 Wm My Pale wlrt •12 1 20 anw I= 1 2 4WW0 R— 60 2 R .12 1 m Yim,M lileei GFl IM a 4 M2 1 20 9r04 AFp1YRA I fi e 4M0 ra lrorw N 2 N0 •12 1 20 1R0 t B Al2 1 m AFa I= 4 10 I= GFl 201 M2 M2 1 A So GR 12M 11 12 I= Okhr.Ylar GFl m 1 N2 N4 1 tb 11w1—VIE Bs CAM M to 14 M0 Dear w, w 2 .0 1144 1 16 Rmn L•ndU AFCI M 1fi to Ai4 t Is Iacllrt .ADki Md M 17 18 1— dK GFI w 1 .2 04 1 Ib SD a W Ma M 19 w I= Dv GFI 20 1 e12 F12 1 M leMNlpn AFCI I= 21 E 'm /Faw'v LY4 Rs AFG m 1 .2 - 2fi 26 b Zd 9m 9W0 9uee AFCI Omura BaNroem AFCI Is 16 1 1 4N M4 n 2a soaa " zo 31 m a2 1WW aamala 9 m 1 Nz >9 se s R 2 ab A11LL1 rlr 6t(VAYebY 4a26 at 44 aW 40 s sPFaa 4/ 42 S tma roa.mn41c10 erra..dm.1w 1eooW 2maW Imw'.nro AmMfcN<4eJFtlals/Fn am ,,,d a u 11c: ABBREVIATIONS: MCI: ARC FAULTCRCLRNTERRINiER NC: NONCONCDBITLOAO GR: DImIA1OFMLTNMIWPMR Tow Im wblaa a drrm44c1ar 42roo ' F«e 1WmOwm a1 f00Y fObpD IYmrN1 rVla d40N fOWBp T" AA:laa4 New LOAD CALCULATION I! HUED ON AC MON.COINCIDENT LOAD TrtM CannaNtl Lstl Wa1M a row 1za.aa .. G-ond Lighting a Rau htb Lotl Tow AA: Fw 1ffi8 GOuul Ua a R. a W / 34 R. 5481 �I+a 1 at65W)L1 Itat100% 65 T" a01e4 Lieft A Lac 5549 Ckb# IMk Twat watlA c.,wllh s Ra< Prul A 9 617 5549 I I � I I L I I I 19 I I I I L i I � I LED LIGHTING C�? DOUBLE LAV. OWNER'S BATH 150 AMP ELECTRICAL RISER NOT TO &KALE 00ERAL NOTE& A ELECTRICAL MATERIAA AD NSTALL/ITICNS SMALL C01PLY UTN ELECTRICAL PROVMONIS OF TIE E15CR &U4 EDITION r2d'U. LOCH. CODES. AND ALL LOCAL POWER a ALL CONDUCTORS SHALL ISE TYPE TMWN/TNN UNLESS Haw OTIERMEE. POUNt COI•PA TRANSFO"It PROVIDE BO MVP, OM40 VOLT, I PHASE SECODAPgr- ELECTRICAL SERVICE. PROVIDE B'1 COPPER (C W N 1-112" CIA SCIEDILE SO PVC CONDUIT Oe PROVIDE S 2/0 ALUMINUM (AL) N 2" DW SCHEDULE SO PVC COOUIT UNLESS SERVICE IS PROVIDED ISY THE ELECTRIC COMPANY. COORDNATE UT14 THE ELECTRIC COMPANY PRIOR TO I D. \ Ii L I LED LIGHTING @ SINGLE LAV. e BATH 02 PROVIDE "/v CU, TWIN 4 PW CU *12* CONDUIT OR 8 " AL. T4114 • PS C U N 2' COmUT. (C ONOIAT TO TER9NATE ABOVE SOTPIT 0 CNEMIANGJ Cot"o"TILN SERVICE DISCONNECT SSITCM AND M ELECTRIC METER N NlMA WE ENCLONAE TELEPHONE eERvIOE EmmamLE E(iER79a N VOLTAGIRIMMA E AT AT L OPmNb LOW VOLTAGE CONEGTION& I % a SERVICE GROUND COMICTED TO CONGETE ENCASED POOIER STEEL PER ELECTRICAL PROVISIONS OF THE BTU ED1LR1.�!]l SAD" DIA X & FT LONG COPPER CLAD GRCSD ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdesigngroup com AA A: 0003326 o� U g h BUBDIV. Ae LOT SILVERADO LOT 23 BLK 18 PiiOJECT# 04128.002 23181 MODELK 4EBB "1828—CALI" GARAGE OMMO: RIGHT PAGE: ELECTRICAL PLAN %150 MPH EXP. B TO PLUMBING PLAN SCALE: 1/4 . F-®' 2' VTRy VTR KITCHEN \ in, SINK W/ r� t-2. AUTO VENT 1 IR"� 12, �\ ji V2A 1�� I I I/2"�IR' j �2'r' 1Ft' 2' f WC TUB I LAV I • I V2'1 LAV ( 2 I 3fr'' I WC 3 3' I I 3• 3 I I/2tii 84 2• n WASHER 2' PLUMBING RISER DIAGRAM d N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngrouµoom AA #: 0003325 Y g q BVHDIV. a LOT'. SILVERADO LOT 23 BLK 18 PROJECT* 04128.002 23181 MODEL: 4EBB "1828-CAL!" OA %AOE STfMO: 1 RIGHT PAGE: PLUMBING PLAN 150 APH EXP. B D TM 04/06/20 8CALE: 1/4"=1'-0" BIiEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICMG, PER MFa REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANCAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS I AIR DUCT AS PER NFPA 90A 2-3.1 4. FRESH AIR INTAKES SHALL NOT 13E LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MIECWINICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SWILL BE CONSTRUCTED M ACCORDANCE TO FSC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATWNG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SWILL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS ALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFa RECOMMENDATIONS AND MC 6TH EDITION (2011) MECHANICAL CODE SECTION 6M. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECN DBF BOOSTER FAN OR EQUAL. FANTECH DBF AV DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR i WAY DIFFUSER — SOLID LINE- SUPPLY TRJW — BROKEN LINE- RETURN TRI/JC 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LKaHT O/A OUTSIDE AIR ® THERMOSTAT ED PASS-THRU AIR GRILL NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. NOTE Id I Ir/L_ 6. \\ / ALL HVAC TO HAVE PROPER 12X8 — — — — �/ PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER -------------------- I -.—_� X6 ATTIC W/ (2)-3A6'X2' TAPCONS UNIT SW'MPSON WB ROLL STRAP I I i � OR EQUAL I 4' U. g0g� CEILING O O EXTERIOR WALL I ; - --- — — — — — — — — -_ m BATH cFa 1 PLENUMICE AIR RETURN 4' CONCRETE SLAB SEGiJRE STRAP TO UNIT S (2) 13XI I/4' WT. MTL. SCREWS i ii i I i i s e I 14' — —' — — — ON AND LIQUID AIR SUPPLY;iERANT LINES CONDENSER UNIT - --- - --; I HANDLER CONNECTION TO PADi3AIR LAUN _RIOR WALL VC CONDENSATE DRAIN LINE NOTE: MAIN GOND. DRAIN 3/4' DIAOOVER HEAD • 12'FROM STRUCTUREOEVAP. TRAYLEEVE TO LWJES BELOW BLAB -- - BDRM. 4REFRIGERANT LINES TO O`�"/PLATFORMCONDENSING UNIT I I m 14' DRYER IOX6X TRAP DRAIN LINE AND TERMINATE V.TR IN AN APROVED DRAIN, AS PER y FBCR 6TH EDITION (2011) MECHANICAL BLDa CODE I SECTION 301.2.4 HVAC DRAINS �� IOX6 4' �' ' L O GOMATED NICKEL BRONZE FL. PL. FOR FLOOR COUNT PLUrs � I4X6 1, I II U BATH ,LL2 I I I ° �-----� 16 {I �4 /r i—. SEE SPEC. ,}I [R] I (.ARA(.F. FITTING OR EXTENSION TO SOIL OR WASTE AS //-- REQUIRED INSIDE SERIES NICKEL BRASS OP, CAULK P.vU: OPTI/SPEC nFL00R SLAB CLEAN -OUT (T_YP FIN. GRADE OR PAVING I'-S'XB' CONC, FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TYP.I N MECHANICAL PLAN SCALE: 1/4 a I'-0' 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7744U078 FA)L407-7744078 ww W.abdesigngrou p.com L NI#:0003325 J V F R • F4 44 I11 0 USVHDm & LOT•. SILVERADO LOT 23 BLK 18 Pnon=T# 04128.002 23181 MODEL.• 4EBB "1828-CALL" GARAGE SYnNG: RIGHT PAGE: MECHANICAL PLAN 150 MPH E . B DAR=04/06/20 SCALM 1/7 1-0" a*=] T M1 PE$ FLL 2X4 TOP PLATE PAY PRE-FAB TRUSS V2' CLG. BOARD 10' DRYWALL7`rl- SECURE ST. - PLATE TO SLAS WI/ Wd MASONW HAIL • 32' Or - MAX FIN. RR 2X4 U:JOO STUDS •24' or_ NOTE: 5TUD6 IN PARTITIONS SUPPORTING WALL FLING PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHEN SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (:j)TYP. INT. WALL ( NON— BRG. ) Dl SCALE. W4'.I'-0' FIBERGLASS SWINDLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90SJ.1 ON I' O.S.B. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -END TRIM MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT I/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I'-0' TYP. ON. S/S' GYPSLM Bd OR 1/2' 14162H STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A_ PIPE THROUGH BOND BEAM D1 SCALE:3/4'.1'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24. OG. 8' CMU 1/2' GYP. WL. BD. - WOOD BASE — FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.0 ON OU38. SHEATHNG OR COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2B GAS LINE THRU BLACK .ram FIBEW-A ASS SHINGLES OVER r30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908JJ ON lik O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYR MTL. DRIP EDGE OH. 2x FG ASA PER ELEVATIONS VENTED SOFFIT PRE-EWs. GABLE TWEED Tpam WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS U 1/2' THICK 2 COAT PORTLAND CDlENT PLASTER APPLIED DIRECTLY TO MASONRY III1 nuooura oALv. er 07"m etm---�' �a ose4o ooae APPROVAL Ita. S +� r FAST000 TO Room TRAOc SMA2C Te uv rUsoo= APMOVAL VIM s GARAGE DOOR JAMBS Dl SCALE: 11/2':I'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SWINDLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90SJJ ON J' 09B. STIFPBACK AT ALL UPRKaHTS SHEATHING OR k COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER I'-®. FASTENER SCHEDULE PRE -END WD. TRJ88 TYR MTL. DRIP EDGE O.N. 2x FASC PER ELEVATION IA PER i&f IF ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VEINED SOFFIT SEE ENERGY CODE FORMS FOR PRE -FIND. GABLE TRUSS INSULATION R-VALUES PER ELEVATION WEEP SCREED 5/0' GYPSUM BOARD OR V2' 2x P.T. SECURED PER WIGH STRENGTH C-& BOARD STRUCTURAL DETAILS R-4.1 INSULATION V2' THICK 2 COAT WINDOW ATTACHMENT A8 PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS 24, OL. V2' GYP. WL. BD. , CI„ U i— WOOD 8+4,8E 0'-0' FN. FLR� 0'-0' PK PLR 0'-0' FIK FLR.,�U4' - } 0'-0' FIN. FLR ,a ti W/ WINDOW OPENING B TYP. WALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: NO OPENING PER SECTION W5.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL SLOPES R�LNDE�a�YT�T SYS AEM (-Z �5---V—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-0' 15 REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'.I'-0' OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4865 TYPE IV, OR ASTM D 6151 L441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigogroup corn AA I: 0003325 a u • a'i r 0 i SVHDIV. a 1LAT SILVERADO LOT 23 BLK 18 PROJECT# 04128.002 23181 MODEL' 4EBB "1828—CALI" GARAGE 8WINO: RIGHT PAGE: DETAILS 1. 150 MPH EXP. B BI \I )/ I® W( CUT MAILS, SIDE& 2XX6 GARAGE DOOR DUCK W/ (5) 9 XW' A -DOLTS W B'SEDI"ENT MIR U/ 2W-A WA MM AND NUT SPACED EVETLY PRJM BOOR TO GARAGE DOOR NOR IN JOINTS PRIOR TO PLL.LMG. I-2X6 PT BLOCK • CENTER OF IN DOOR HEADER WKUU1'NS' J-8CLTS 4' EMDEDMENT W/ 2'X2')V W6AMVQ AND NUT. ANCFIORBSMALL ISE IN ACCORDANCE TO MOWACTINER'S INSTALLATION MSTRUCTIONS WERE &=M MSTRUCTI@IS ARE MORE STRINGENT GARAGE DOOR [BUCK ATTACHMENT CMAJ DRYWALL :4' OR IW' PT. NAILER ElSECURE THFSU FRAME 4 11fEXTEND 1441 INTO CLOCK UY INt,' TAPCONS (MIL SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT i-Y4 UTI4N 8' OF EACH END t IW O.G. MAX SPACING \`DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3/4 OR +5/4 n RBIDOH TO BLOCK +3/4 OR +5/4 E, T.S. 2X4: m SECURE TO BLOCK W/ TAPCONS OR (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIL EMBEDMENT 149 WITHIN 8' OF EACH END t 18' Or- MAX SPACING. 2X6:® SECURE TO BLOCKW/J-V NS( TAPCOMR >°ANC SIZE 145 MIN. HEAD SIZI0040 MIN EMBEDMENT 1)"') WITHIN V OF EACH END t D• CM US' OIC. MAX SPACAVG. )j' DRYWALL 2X8,m El I'X4' OR i'X2' P.T. NAILER SECURE TO BLOCK W/R_%, CASING TAPCONS (MIN. SWAP, SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTACH TO 2X PER WITHIN W OF EACH END 4 MANLFACTURES DETAILS. IS'Or- MAX SPACING: NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-1 2- i1 MTINDOW TO BLOCK +1-1 ' a' SCALE, N.T.S. 2X4: SECURE TO CLOCK LLV �6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) UNTHIN V OF EACH END 4 I8' OL. MAX SPACING. NOTE: STRUCTURAL 2X 2Xbm MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL V TAPCONS TAPCON MIN. 1-Y4 (MIL SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , GMIJ MAN. EMBEDMENT I Y4) • DRYWALL WITHIN W OF EACH END 18' O.G. MAX SPACING._Lr 14' OR VX2' P.T. NAILER 2X8:m SECURE TO BLOCK W/2-%' 3W OBJ5. X 4- MIN. TAPCONS (MIN. SHANK SIZE .145 4v DOOR CASING MIL HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4 J ATTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. US' Ks O.C. MAX SPACIP NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-15 1„8' : c 1TINDOR TO BLOCK .+1-15/ 8 SC : N.T.B. 2X4:m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X I8' OJ:. MAX SPACING, MAST BE ON OUTSIDE 4 2X6com SECURED THROUGH SECURE TO BLOCK W/2-Vo- NON-STRUCTURAL V TAPCONS TAPCON MIN. I -A' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD 812E 300 MIN. EMBEDMENT 1 Y4) 8. CMAI WITHIN W OF EACH END 4 )¢ DRYWALL IB' O.C. MAX SPAGRICs. PX4' OR VX2' P.T. NAILER SECURE TO CLOCK WR-i(.' CASING TAPCONS (MIK SHANK SIZE .145 MIL HEAD SIZE 300 1DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4)-4ATTACH TO 2X PER WITHIN 8. OF EACH END t MANIFACTURES DETAILS. IS' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLU'1B JAMB (DO NOT EXCEED Y4-) DOOR JAMB TO BLOCK +2 1 4' iDl 1►BIDOIf TO BLOCK +2 1 4' Or -ALE, KTUS. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xba SECURED THROUGH SECURE TO CLOCK W/2-L ,NON-STRUCTURAL V TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE .14S EMBEDMENT INTO BLOCK MIN. MEAD SIZE 300 ' cm MIN EMBEDMENT I Y4) DRYWALL WITHIN V OF EACH END t �ji:X4'OR VX2' P.T. NAILER IVO.C, MAX SPACING. ❑ 2X8m SECURE TO BLOCK W12-OW TAPCONS DOOR CASING (MR SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V) DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. Nplb YMY Ilpp 1p l•Nata aw me rur C®X'! DOOR JAMB TO BLOCK +T I E MTBtDOW TO BLOCK +3' SCALE: N.T.S. 2X4s SECURE TO BLOCK W/ )W TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 Y4) WITHIN V OF EACH END 4 NOTE: STRUCTURAL 2X IW O.C. MAX SPACING. MUST BE ON OUTSIDE t 2Xb>mm SECURED THROUGFI SECURE To BLOCK W/R-Y.' NON-STRUCTURAL Y4 TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Yi J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. CM 8' OF EACH END t J4• DRYWALL18' OL. MAX SPACING. 2X8:m ❑ I'X4' OR PX2' P.T. NAILER SECURE TO BLOCK W/J-Yw- 2ND 2X SECURE TO TAPC0WMK SHANK SIZE STRUCTURAL MEMBER 345 W/(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END t 6' TO 8' OjC. MAX MIN. EMBEDMENT I Y4) CASING WITHIN 8' OF EACH END < DOOR JAMB OR WINDOW IV O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3" %1 •DiD01/ To BLOCK +r V_JOCALE, KTA. 2X4m SECJ E= TO BLOCK IWY♦' TAPCONS(MIN. SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) NOTE: STRUCTURAL 2X WITHIN 8. OF EACH END t MUST BE ON OUTSIDE 4 18' OG. MAX SPACING. SECURED THROUGH 2X6,m2 NON-STRUCTURAL' SECURE TO BLOCK WA-114' TAPCON MAN. I-Y4 TAPCONBRIW. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , cmMIN. NT I ) EMBEDMEY4 , DR7IUALL WITHIN 8' OF EACH END t 18' O.G. MAX SPACING. 'X4' OR 1'X2' P.T. NAILER m 2XS, ❑ SECURE TO BLOCK W/I-1/4' 36' 06.15. X 4' MR TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIK EMBEDMENT I YA') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. No1F OM N,mOm To nur..,Yf mo wr erc�Y+ DOOR JAMB TO BLACK +3-7/IB' 11ULD011 TO BLOCK +3-7/IB' " SCALE: N.T.S. 2X4:m SECURE TO BLOCK WN4' TAPCONS (MIN. SHANK 512E .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN V OF EACH END t NOTE: STRUCTURAL 2X US' O,C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK WA-V4' NON-STRUCTURAL VTAPCON TAB MIN. I Y4 (MIN. SHANK 812E J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4J 8' CM WITHIN 8' OF EACH END t JV DRYWALL Is'Or- MAX SPACING. ❑ PX4' OR I'X2' P.T. NAILER 2XSs SECURE TO BLOCK 01-1/4' ' P.T. X 4' MIN TAPCONS CASING (MIN. SHANK SIZE J45 MIN. HEAD 812E 300 MIN. EMBEDMENT IV) DOOR JAMB OR WINDOW WITHIN V OF EACH END t TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3 3/4' 1/BJD0W TO BLOCK +3 3/4' as SCALE: N.T.S. i N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdoWgngroup.eom AA •: 0003325 Y SEE V all 2 V ilia ITO SVHDIV. JMe LOT. SILVERADO LOT 23 BLK 18 PROJECT/ 04128.002 23181 MODEZ, 4EBB "1828-CALL" GARAGE 81IWG: RIGHT PAGE: DETAILS Q5QAPH EXP. B LWM A AR NO 93723 D R04/06/20 SCALE: 1/4-=1'-0- SIMLIT 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 12/31/2020 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 22/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 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 10531.20 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 22/31/2020 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 FU8644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5892.1 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 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 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 FL4103.2 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL7006.4 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL UNTELS 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 32760 PH: 407-774-6078 FAK 407-7744078 wwwabdesigngroup.com AA is 0003325 u im r $ liffil SVHDIV. Ae LOT: SILVERADO LOT 23 BLK 18 PJRAdECT# 04128.002 23181 HODEL: 4EBB "1828-CALI" GARAGE SWING-. RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPA EXP. B SCALE: 1/4"=1'-0" SHEET D3 PREFORMED C0NTRM JOINT FLANGE OF CONTROL JONTS Td BE URED TWO TO LATH • V Or- MAX (VERrJ, Nam. Do NOT FAST@( CONTRM JOINT TO WALL EVEN IF 81W EXISTS BEYOND EXCEPT STAPLES UV W Las SECURE �CONTBEIRIOL JOINT SEDC TB"P- DIRNG INSTALLATION —, FASTERS TO BE SPACID—r • 1' OL. MAX VERTICALLY / PL4STER9 COAT CEMENT \ UM LAYER n FoRn it" OUILDNG PAPER APPROVED METAL LATH FASTENED •1' (VERTJ Or- MAX AT SUPPORTS QM LAYER'L STUCCO URAP \ LATH SHALL NOT eAre•i me GONTINUOUD r• To g' 4• To r TM MXV4 CONTROL \ JOINTS BUT SMALL BE STOPPED AND TIED AT EACH BDE. PROVU>E 7X4 SLOCICUL PER ASTM CIO►9 lJBlt PLACED RAT MAX. ►' TO •' \ FROM CONTROL JOINT WFEN CONTROL JOINT FALLS ON \ I. FASTENERS FOR LATH TO BE NAILS OR STR)01UPAL 61tb STALES N COMPLIANCE UV ASTM GiV63 r 2. WIRE TIES TO BE (NO. UN 6041W WIRE / 3. BLOCKING 6NOUN MAY SE IN 4DDITIC \ TO WALL SIDS Rocu"MD PER PLAN / OL1a.D N41O•R.A ®pL� Aa.A • CARNAEE • M. ► • aRNAN • FT. C mw am& omva ay. ooeo Vr calm MIATIRy Fg%aIANCYIY Ol FOLD'.1s10 . Pr. A 2. aRNArU • PL C ACLo ® t HOLD NMIO • PT. A 1 CARNAGE • Pt 0 a aRNIeU • R. c A'a.D R. c OVER Pr. ► TILL PT. c TOUCAN 00TTOM R.AItlE t, , EOTTON RANK ,lea TqM ARAL F".Ig bm=.. Cwgw f.LAsnR tcm URB LATER 4. PORTFIBER BUILDING PAPER ~gn aILY) PAACY ~ APPROVED BUILDING WRA SHALL BE LAPPED A M IM M OF ►' - VERTICAL LAPS (ROLL 4'R4' SELF-AOWERING MEMBRANE NMP FLASMG (COMP YV HORE 6' NOS) . ►' • NOIMZONTAL LAPS. WRAP MATER IJ OVBg: q. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO SE I' APPROVED HOSE WITII FORTIDER SNEATHM TAPE FLAAMNG TO EXT9D ONTO PIPE .: / \ P OR LESS PIPE:: .::::: "��__ �- ►'x►' SELF-ADVERN3 MEMBRANE / \ PENETRATION FLASWNG (COMPATIBLE W( HOUS! WRAP MATERIAL) OVER 4'x4' SELF-ADIERNG MEMBRANE .:. > FLAGH FLASNNG OVOE APPROVED / r wa w • r,trAL un+ \ '•y-..:. TRAP. FLA•HI'Ya ro EX}FIdD QJfO PIPE X ' X X X CUT AND OVERLAP ONE SIDE OF t METAL LATH SELF-ADHERNIS PEMIORME FLAS14A GUT AND OVERLAP ONE SIRE OF CTCp �1 STEP fl CTC� S� PB BRAaE STEP S2 WRB LAYER 'L k THICK 3 GOAT CEMENT FLMNAD/ERNG ING LAYER STUCCO URA I PLASTER STUn enco WIPAP A1N Y / PETAL LATH 91111111 LAYER -L WRD LAYEE 4. PORTU4SlR I ER -2,PPORi1FIBER WM LAY. FORTIIBER BUILDING PAPER � D60 �BUILDNG PAPER / METAL LATH LAYER -L ►16RIY'MB'BRAtE OVER'SEL NG OVER FLASN4k4' SELF-ADNERNG MEMBRANE INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED WOOD SNEATHNG STRAPS, STAPLES) AS REQUIRED To MawPLANING HOUSE WRAP. ro EXTEND ONTO PIPE PIPE/ WIRE TO FILUIUIG 4'x4' SELF-ADNERRBIG MEMBRANE FLASHING OVER APPROVED r rw uTw FIOIME WRA. FLAMYG to EXTEND ONTO PIPE w. •• ovAaa Au w "PAPER LAP 2 CONE. BEAD OF SEALANT SC,4LE. I IR'.I' o INSTALL APPROVED HOUSE1RAP AIR NIRLTRATION BARTER OVER ® KICKOUT DETAIL WAIIL Sgo► I PLY) aR oAa iUR \ AAu R..4111aa ouT ILAGININ (6@ L) \ WALL AOO1taR RJMRAb AT EORa'1 OF TOO' • gul.L ANrBYECil01tl "TnN TAowr SEAL (ee0 aR SoLcm 2aliaLOE) him, SIDE LAPS OF METAL PLASTER BASES SHALL BE SELLED TO FRAMNG FEr' E THEY SHALL BE TIED WITH 00416-N. (121-MM) WIRE AT INTERVALS NOT MORE THAN S' [ti9-171). AS PER ASTM CIS►3 ILL FOR REPAIR OF TEARS N WI® LAYERS, TEARS MAY BE PATCIED WA40USE WRAP TAPE PER MANF. SPEC, OR FEEL . STICK STUCCO M • • • uTw . MINTER WOOD SHEATHING OR CM WRB LAYER w, STUCCO UARAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), I/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFNIA .L SCREED 5'>1S 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. ELASTCMERIG COATM OVER STUCCO/ QV. FNISH (SEE TYP WALL SECTION) SECTION PER SECTION R' 7 6RAAorr Yfo and ola W AAR ExeaAbr uss of pagaM oem•AR pla'•r shag campy wit is appta6 ,.Z. of ASTM C 925-12A ir•f ft'm of a twior btng ud forting shall oonply wit AST, C 106312A. TAIL ( LEGEND DRAINAGE PLANE (IURB 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 R103.11 / ASTM C-541-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA •: 0003328 q t 8 • y Q iA 0 a Drv. tc LOT: SILVERADO LOT 23 BLK 18 PROJECT# 04128.002 23181 MODEL: 4EBB "1828-CALI" GARAGE 811IIQG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 W EXP B D T 04/06/20 SCALE: 1/4"=1'-0" 9I'3EET WA1 BACKER ROD BACKER ROD WRB LAYER 1, vnje- INSTALL 6. &ELF-ADI-ERMG MEMBRANE RABHMG OVER TOP, SIDE(8) AND BOTTOM FLANGES, OF NON -MOVABLE FRAME OF THE EXHAUST. GECIUENCE OF FLAS14M TO BE, L BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 80 AS TO DEFLECT WATER ALLAY FROM JOINT&. E-Z BEAD ALL AROWD VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL 61DE8,Yi CAULKING • JOINT ALL AROUND PER SECTION R703.7 EAWW 1@11*0 and plptatlg Exterior use of portiand 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. WOODED VENT i' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 7, FORfIFIBER OUILDMG PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (LURE 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 R'1031.1 / ASTM C-84-1-09, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LO STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' — — — —1 F PIPE THROUGH / WALL }� t 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER — UNDER '=ICK FLASH' A VENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER @I, STUCCO WRAP WOOD SHEATHING APPROVED NOUSEWRAP BELOW CUT SUCH TWA NO MEMBRAM ENTERS BOX, APPLY TO PA EDGE APPLY E-Z REAL OVER 60 MIN GRADE' FELL -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING AIRB LAYER 01. STUCCO WRAP UIRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • 1' Or— MAX 76 TOWEF i• WIDE STRIP SELF ADHESIVE 14AS14W ^ CLEAN MASONRY SORE AP!°LYWNG V "I"1 R • MAeOHWFY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 6• WRB LAYER 1, STUCCO WRAP CUT 'X' INTO SELF -ADHERING ! MEMBRANE FLAS44MCs L=::A APPLY SELF-AD14ERNG MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 1 STEP #I STEP #2 WRB LAYER 1, STUCCO WRAP 9 APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF-ADWERNG FLASWMG OVER APROVED HOUSEWRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER STEP #3 STEP #4 ELASTOMERIC COATING OVER STUCCO/ CV. FNISH (SEE TYPICAL WALL SECTION) ° •o •o•oe METAL LATH STEP #5 STEP #ro @)ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com AA S: 0003325 Hy I6�y � K� 77�SS O O 0. v C i 9tMDM 4 Loan SILVERADO LOT 23 BLK 18 PROMWT# 04128.002 23181 MODEL. 4EBB "1828—CALI" OARAOE DWING: RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPA EXP. B NO PRINT 04/06/20 DATE: SHEET WA2 .0; LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING ® 1' O.G-) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 Pit, 407-774-6078 FAX: 407-7744078 wwwzbdesigngroup.com AA 6: 0003325 a y � a a u O 5 BVHDI\t k LOT SILVERADO LOT 23 BLK 18 PROJECT# 04128.002 23181 ZMDF.0 4EBB "1828-CALI" GARAGE OMMO: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 EXP. B LEGEND DRAINAGE PLANE (WRS LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — — • — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO unoo eWEATwe� U"TFER F"STNE eARroER q 61eTIVE CLAIMERO i / \ X• x T"L e�calc -AD4- wrr' LL�6 � a R.AeNRGADtEItlCa L �� t7 WEATHER WEATHER RE618TIVE SUMMER STRIP `� \\ DER REMSTIVE ' \`�_ R P-ADIERM6 NM \ C.ALV V METAL ChLV'D METAL 4' R.AGWMG .Y.v U=0 TRIM MIMEER tX 'GK MEMBER \� F4MQ0VW SEALANT \` SIDING TO STUCCO BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003325 M 4 O .9S9} 40 O J BUSDIV, 4 IAT SILVERADO LOT 23 BLK 18 PROJECT# 04128.002 23181 MODIM 4EBB "1828-CALL" OARACE BVIMO: RIGHT PACE: WALL ASSEMBLY DETAILS 150 MPH EA B as NO DART E: 04/06/20 sQALm 1/4"=l'-0" SHEET WA4 / Y 1 L---- ----- ---1 / - - - —= 2x6 SUB-BANb W/i'x4' NOTCH o /r----- - --- ----- END, WRAPPED IN / PEEL 4 STICK 1 i\ DRIP EDGE !P\ 1 I\ 1 -- er�l 1/8' TEXTURED i \\ I/8'FINISH ®WOOD 1 1/2' TEXTURED 1 \\ \\ FINISH A CMU /� \ i, METAL FASCIAWRAP Ye' FROM \1 STUCCO, i' FROM \ \--------- • WOOD WALL \ \\\—EXTERIOR WALL \ (FRAME OR CMU) \\ �\\ NOTE: NOTCH FOR 2X6 \\ \\ SUB BAND ONLY ®ELEVATION ®PLAN A V• i FINISH • WOOD, W TEXTURED FINISH • CM x METAL LATH x x x x x x x x METAL FASCIA WRAP UIOOD SHEATHING x x x x x x OR CMu x x x x x x Wi8 LAYER 41, STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x WZB LAYER 4, FORTIFIBER x x x x x x x x x x x x x —_ BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2)ab amDANo � RooFM cEMECEMENTx x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL Klac our x x x x x x x x x x x x x - (REFERENCE POINT © FL'`//�� �N ONLY. FOR WALL OFF x SET OF COMPONENTS) PROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) .\ LDRIP EDGE, I' OFF WALL KNOT INTO STUCCO) -'l/&' TEXTURED FINISH WOOD, 1/2' TEXTURED / FINISH m CMU -2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH SCABBED TO TRUSS W/12d NAILS 6'-S' O.G. MAX. 2x SUB -BAND W/Wx4' NOTCH ® END AL FASCIA WRAP DRIP EDGE: EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL SUB BAND DETAIL (& WALL W/KICK- OUT METAL FLASHING, WRAPPED MIN. Y♦' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I/'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.)4" ABOVE BOTTOM or - DRIP EDGE 2x SUB -BAND W/IJ 'x4' NOTCH END, WRAPPED IN PEEL a STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BWD. LONGWOOI), FL 32750 PH: 407-774-W78 FAX 407-774.4078 wwwabdesigngroup.com AA is 0003325 a y 4 MEN. at LOT. SILVERADO LOT 23 BLK 18 PROJECT# 04128.002 23181 MODEL.• 4EBB "1828—CAU" GARAGE DTIMO: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND %150 MPH EXP. B 39'-W 28'-S" 3'4" I— FM-12X12 m t FM-12X18 N I 4" CONC SLAB ILL I Ow LP-24X24 413 l I 41V--(r 1To 10 111-11 I r t FM-12X18 XTEND I SLAB 1 1/7' I I1 I I T� I SLAB i� I ' mi I I X I I I Ir I• I I� I I I -I I 19-0" 5'-0" 15'-8" I' I 1 Q` 4" PVC CHASE I ,., TE1 I --- — I I $-51/2 4 z,$„ 17'-W I I q I I wI N ml N I LLI. 1 EXTEND r — — — SLAB 1 112" 2 4" CONC. �) m FM-12X18 sLA13 1/2 o 2 7112 L 1'1 IN-fl0 FM-12X18 1.1 J — FMC-12X18 — FM-12X18 — — — — FMC-12X18 — 4 4 1.1 .1 10'-2" 3'-10" 2'-8" 18'-0" 2,-8" 21.4„ 14'-V' W-4" 39'-8" FOUNDATION PLAN SCALE: 114" = V-0" 4" CONC. SLAB 0-0" u D TOOP OF SLAB 3B" � FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-&-O". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION 4-&-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. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9, WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATED #5 BAR, OINDICATES M6 BAR,I♦NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,0D0 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #55 AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN, ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WARE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWII SIZE, INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. I REMARKS 6.6 W1.4xW1.4 OVER GENERAL 1 3117 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK I WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T-O.F. SHORT LONG TEA 6' SEE PLAN 101, - s FMA2x12 12' CONTINUOUS 12" - (2)-s +0"-0" FM-12z18 12" CONTINUOUS 19, - (2)Y69 FM-16x18 16" CONTINUOUS 18" FMC-1208 12, CONTINUOUS 18" - ( s VARIES - 4 24' 24" ()0l'4" 1.441 N. RONALD REAGAN BI LONGWOOD, FL32760 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA B: 0003325 1 Q p� 7 � 0 p I ggM a S tf! 0 SILJSDIV. ae LoT SILVERADO LOT 23 BLK 18 IPROJZCT# 04128.002 23181 MODEL: 4EBB "1828-CALI" GARAGE STFMG: RIGHT PAGE: FOUNDATION PLAN %150 MPH EXP. B 30" MIN. EACH WAY MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED c aO CELL SEE PLAN FOR SIZE AND Q d CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS c_ a} }W SPACING REQUIREMENTS GARAGE DOOR a U W ¢_s 11• �I.". RECESS mU ea a ° —FM g5 o. O to g 8" CMU WALL V) Z 8" CMU WALL 0'-0" > . CORNER BARS, SAME SIZE AS BAR I I IN FOUNDATION WITH 30" LEG EACH W W 8' W = UU o 0-0 TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS .,. SO THAT THE STEEL REINF. IS CONTINUOUS tq T�.�GARA- - MATCH AMOUNT OF CONTINUOUS BARS CURB FOR .... • , MASONRY EXT. PORCH SLAB <• SEE SLAB SCHEDULE IZE 48 BAR DIA q'• CHAMFER (15TORY) , EXT. PORCH SLAB " SEE SLAB SCHEDULE TOP LL CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET 2=p. AT ELEV: W/ 12" ISOLATION 6" CHAMFER (2STORY) t6" - 4" CHAMFER (,STORY) (tee 0'-0•• JOINT (WHERE 24', 6" CHAMFER(2STORY)E APPLICABLE) Z SEE SCHEDULE 3Q JOINT (WHEREWllrz'I i Ap EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE APPLICABLE) i FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 SCALE:34'"=1'-0 CORNER BARS DETAIL DOOR OPENING GARAGE 4 SCALE :3/a 1'-0 SCALE:3l4"=1'-D' LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL Wl 16d COMMON NAILS, 2-ROWS, 4•' O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W W p 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED j V) NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O d SECURED Wl2- PART K g SPACING. SINGLE BTM. PLATE WEDGE WEDGE ANCHOR W/ 2' BTM. PLATE TO BE PT. W/FIANGE Q BASE a EPDXY. MIN, EMBED I TO 8E PT. PROVIDE DBL TOP WASH WASHER SET IN HIGH STRENGTH PROVIDE DBL TOP PLATE SECURE BT. PLATE TO Q 8", UNO PLATE EPDXY S112"EMBED. MIN. Q 16' OC SLAB W/10d MASONRY 'p Q FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. NAIL 16" OIC STAGGERED. in = K SPECIFICATIONS FOR a) ¢ I USE AND BTM AND TOP PLATE ADDITIONAL METAL CONNECTORS NOT SECURE FLANGE TO ap F PREPARATION OF ANCHORS W/,Od x 1 1/2" REQUIRED WHEN NO SLAB W/(4)114" X21/4" O IX HOLE. COMMON NAILS FILL ALL u1 UPLIFT IS PRESENT. TAPCONS W � w HOLES, DO NOT USE 10tl W W x 3" EE SLAB SCHEDULE It Ir SLAB SCHEDULE 85 p �O} Q ' Q +-0 � - fs, TOP OF SLAB [SEE .-as . ; � ... 4•' CHAMFER(1STORY) • G' CHAMFER (2-STORY) •��e_ , EQ. EQ. E SCHEDULE EQ. EQ.----SEE SCHEDULE FOR MD, BAR SIZE FOR WxD, BAR SIZE ��� BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY scALE:3a=1-a' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL .INTERIOR CURB FOUNDATION WOOD WALL 6 � SCALE:3l4"=1'-0" (NO UPLIFT) SCALE:3/4"=1'-0" sDALE 3/4"=,•�•• (W/UPLIFT) LAP TOP PLATE A MIN. OF 48•' 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 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALLW/SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO O IL BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB Wl10d MASONRY NAIL ¢ W 05 16" O/C STAGGERED. ADDITIONAL METAL U a CONNECTORS NOT REQUIRED WHEN NO p V) IT' CMU WALL UPLIFT IS PRESENT. 2 +' POURED LINTEL CONT. (TYP.) �: 8" CMU FILLED CELL (TYP.) TOP OF S. SEE SLAB SCHEDULE I• 2X WALL FRAMING SEE SLAB SCHEDULE 12" DIA SIMPSON STB2 BOLTS S' +- 0'A" Z Z — o MINIMUM EMBEDMENT INTO TOP OF SLAB a• _ "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND < m .CENTERED UNDER WALL AND POURED MONOLRHICALLY WITH j 16'O.C. VERTICALLY MAX °.— — — FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE .�---g . FOR MD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY I' x COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION B scALE:34"=,� (NO UPLIFT) 10 SCALE:34"=,'�' 11 SCALE:3/4"=1'-a' 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.apcom AA C DOM= d u 1 Im 4a as C ya$� i aysaty a. MT: SILVERADO LOT 23 BLK 18 P1DJECT# 04128.002 23181 ),coals.: 4EBB "1828—CALI" GARAGE SVFMC9t RIGHT PAGE: DETAILS 150 MPH EXP. B DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN B1 LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigrkgroup.com L AA #-. 0003325 r O Mill i S 4A Q SvBDiV. & IAT: SILVERADO LOT 23 BLK 18 Pno"=T# 04128.002 23181 aMODE><: 4EBB "1828—CALI" GARAGE STrMl: RIGHT PAGE: DOWEL PLAN %150 MPH EXP. B f�04/06/20CALE: 1/4"=1'-0"KEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM a 8 CLEAN OUT REQUIRED K FOR INSPECTION Q m 7 •. i ' 0'-0" FIN. FLR. • - TIE RTICAL REBAR . -• a TO HORIZONTAL REBAR W/ 10• HOOK BAR SIZE 48 BAR DIA Z W #3 18" >O #4 M506r J24.' HORIZONTALNERTICAL REINFORCING 1 SCALE: 3/4'=,•-0'• Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS mW U Ir io Z 6' GMU WALL TOP OF SLAB - - n - TOP OF SLAB SEE SLAB SCHEDULE Ir EXT. PORCH SLAB BAR SIZE 48 BAR DIA > 1-'— — 4•' CHAMFER (,STORY) 18„ in OU W/ 12' ISOLATION 8" CHAMFER (2STORY) JOINT (NMERE #4 24' e z APPLICABLE) Z MATCH STEEL g5 30'• REINFORCEMENT 6THRU FOOTING " PVC CHASE #7 .�- PER SCHEDULE I,. PVC CHASE THRU FOOTING 42' MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR MD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" R5 BARS ■ ;j a4 o CMU UNIT DIMENSIONS ARE NOMINAL SIZES O MASONRY SYMBOLS 3 SCALE: 314"=T-0• 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774607E FAX 407-7744078 www.abdesigngroup.com AA 6: 0003325 •t p 'd aa7 O SILVERADO LOT 23 BLK 18 PROJECT/ 04128.002 23181 1[ODEL" 4EBB "1828-CALL" GARAGE 81111rrc: RIGHT PAGE DETAILS 150 MPH EXP. B F 04/06/20 .2A 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 WI 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 WITH MANUFACTURERS 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-). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WLLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° 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. BEAM SCHEDULE RRZRM INDICATE OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F. E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (�I) WkH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB7 MASONRY 3000 8x8 0)#5 N/A GROUTED SOLD "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8_ PRECAST & PRESTRESSED U-LINTELS `}IaNOMes SAFE LOAD - POUNDS PER LINEAR FOOT *1f9t•0— �PL`FOAD *-4-" SAFE LOAD- POUNDS PER LINEAR FOOT TYPE LENGTH &M /Ease sate eFtx4s amms trtam s'u" eFtaas ~o 0Pm4B wm40 Is7p= tl26t0 maaae vm.m TYPE LENGTH SU9 SF8 RCMU TYPE LENGTH el�tr p4a7 tFta4T auar itH7 I mmw ttaatr wAv /Faa•17 sml 4Fa.n IVM3f tlFaan scan 8d PRECAST 2297 am VIS mIN OW OM as t0a1 14r (4r) PRECAST 1025 1024 lm T-r (42') PRECAST Im am am 4m ow am "m sm 4a mIa »p =4 teat ttm m0 am 31M sat om Ra TOm �,a• (� PRECAST ISM m1 nm sm 4m am 7m 0107 4'd PRECAST 766 789 1209 4$ (46') PRECAST "a as am ama 4m am INTO as 4m m" Tan am tam tf0a »a ma am TON 470 ma INTO 4,$ (64') PRECAST 7699 tm 2H0 am sm we am mt 4'$ (6t••) PRECAST BB7 f079 4'$ (64") PRECAST 7A7 ININ TOW aTO 40" mt aTO 2/IN 4a5 R" »n apt t0a4 ttm ta7 a#a Vol 7i76 /o" mt aaTO 94' 184� PRECAST ,217 tm tas Im am 31a WIN 4m 1e49 PRECAST 411 411 746 Si' (e49 PRECAST fm 171 a» as am am 4m tm aIN N16 7a4f tm t7ta 2YTO sa all am 41� 9-1a (70') PRECAST ,062 1fa 11» m1 am am f000 afTO 9-,P (70•) PRECAST 340 9% 11 61S 9-17 (71r) PRECAST m 1 Ins mW am Ita *m as moo m tap am 9m 310 am 41a 9d (18y PRECAST 906 tm 2m aa/ am mW 4m ast 9$ (M PRECAST BW 721 400 9d (7S) PRECAST m TOM tm 2M am am sm m S W "a as 27IN 3M V12 Td 81D') PRECAST 748 1011 tm 20at ma am TOM f11a Td Mn PRECAST 424 694 2BS Td (BD") PRECAST 7I7 alp as toll /m TOM sm am mp sm m 1at "M as aua m am W-W 11 PRECAST ( 664 m 11IN 1m mm 340 2018 8a2 Si' (1127 PRECAST 328 61Z 22D Si• (112� PRECAST at In 11 14m IM aR7 no 7a fa" 1W aLm TOW M. m m laa 1m f11/ mr af0 1Ud (1W) PRECAST 475 m m tap 7m am 2M 21 19d (12r) PRECAST 204 401 180 t9$ (129) PRECAST m m m 17 =I m tm tm as TOM 4m m m 11IN Im Im as as 114• , ( PRECAST as m 001 ,m ma mn 4m 11'i' (79� PRECAST 280 462 164 11'i• (I66') PRECAST 4» m m "p 1 t I= m m "a "" am vw 4m 4m TOW f W2 "" 161a1, alp 1?d (14t7 PRECAST 8S7 50 a» ON tm MIN M as 17d (114� PRECAST 2/4 402 1S7 12d (I"-) PRECAST 4TO 4a rat m t as t0a t7R /m YIIN ma aa¢ 4A m ms taa tel 20M 19i• (180') PRECAST 298 VI 7a 10» 14a Im ata as 124• (160� PRECAST Zt7 821 11O 13'i• (1807 PRECAST 418 m TOW In m 1 1m m TOa 1m tm tm a" m0 4a m In 17IN 141 t Ia7 14$ (166� PRECAST zA 4m m t1a im ten 21V 2a0 14d (16" PRECAST 205 203 W-W (IWI PRECAST m m m 7a m tm wx m WE tm WIT 2W s/IN 410 4a 717 tm 1IN7 14'$ (176� PRE NA al IR M m 1R IR al 14'd (i7C) PRESTRESSED N.R 2S4 14'$ (176•) P m m am m m m =a m m t m M tMjW fat m In 100 000 as 2W D" 19i• (1M� PRE N.R IR at Im In im IR In (184') PRE N.R. 269 19-C (184') PRESTRESSED m m m m 4a Rs ® m m mt 1 7s11 412 tto I= tm 2m am MIS iTi' (20B') PRE N.R. MR iR Mt tm 1R TOR 71t iTi• 1�B') PRE NR 11N F42 1Ti• ice') PRESTRESSED 1p to m m 406 m M 7IN m 7a "71 m t4» aIN m m Im tm tm aq 19i•M MnC PRE NR IR 1R tm m IR 1Vi' R82') PRE N.R. 148 19i• (� PRESTRESSED "t t01 to m TOY m "? m w mt m m >o top tat tm f7a 21'i' R669 PRE NA M IR In IR M IIt Im 21'4• Mn PRE N.R 126 21'i' p86') PRESTRESSED In 1" m m 307 m m M 4IN »1 IMS. m m m ma HM fa10 m1a 27-V (Z84•) PRESTRESSED N.R. M ,R Mt ,m m 101 IR 2Sd OS4) PREffREUM N.R. 116 40 274r (284') PRESTRESSED 1p tW 7a V0,4 4a M m m ra4 t0n fm fm tp in m Ta m 2p ms 342 m 011 2t4r Mn PRESTRESSED NR Not Im AIR Im In IR M 2Yd M" PRESTRESSEDN.R. 91 8S w4r Pan PRESTRESSED tat ax a" m m fa m m am m ,m ,at (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM•SAFE LOAD TABLES" BY CAST0RETEMAY 21116 EDITION - PRECAST PRODUCTS BYOTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTAI I D PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF VVMM OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE* 18-012&03 LIFT BEAM PLAN SCALE: 1/4" = V-0" „...,." 1 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.com L AA C. 0003325 M a V oti` yt Qp r§ BUBDM at LOT SILVERADO LOT 23 BLK 18 P1OJECT#t 04128.002 23181 MODEL• 4EBB "1828-CALI" GARAGE BIFMG: RIGHT PAGE LIFT BEAM PLAN AND NOTES 150 MPH EXP. B ROLMO a ABOWPAIM DwR1 �: 04/06/20 ocALE: 1/4"=1'-0" SHEET s2 #5 CORNER BAR W/ 39' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1D' HOOK 30" TYPICAL BAR IN BOND BEAM REINFORCING OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"x6' 1, PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #6 BAR IN LINTEL PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING aCk REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND aG� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST PSI1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 6k16' 7p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM O� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL B„ 0:O6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. *-- �S. F�G� 8x16 DBL BOND TOP OF / �N •% 0BEAM Wl(1)#5 BAR BOND BEAM •\O EACH COURSE 6 8x8 BOND BEAM T • TGN\� W/(1)#5 BAR (� F = FILLED Wl GROUT 'Y\U =UNFILLED GROUT SOLID FROMTOP NOMINAL LNTELTO TOP OF BOOF OPENING WIDTH#OF #5'S, IN2ND BOND BEAMIFILLED LINTBEAM COURSE#5 SEE NOTE 5 16-1 T/1 8x8 PRECAST CONCRNOMINAL—�LINTEL Wl (1) #5 BAR (CORNER HEIGHT #OF#5'S,TOP LENGTH OF BAR=WIMASONRY OPENING-7BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX-1T" MOB INDICATES A DOUBLE BOND BEAM #OF#VS, BOTTOM 8x8 PRECAST CONCRSCALE:&4 1-0AND XFXX-1TAM OB INDICA7ESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LIT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIAND XUXX-1T/1MAB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX - ITMMMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 6' FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x6 (MIN 2 X 3)2-3/16 TAPCON PRE -CAST .31kT' OR DRIVE PIN (MIN SHANK WINDOW SIZEMIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 16' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK S17E.145 MIN HEAD SIZE .300 MIN EMBEDMENT, 2X4 SOLID BLOCKING 1l4") 6' FROM EACH END AND SECURE TO SHEATHING Wl 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK EA END EMBEDMENT 7/16. OSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION ARCHWAY FRAMING DETAIL r r SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDEOF STEEL REINF. OF ELEVATION BOND, BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0 li N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 wwwabdesigagroupcom AA 11: 0003325 poi � 0 p 6 o r �I C StmDIV. at I.OT SILVERADO LOT 23 BLK 18 PROJZCT# 04128.002 23181 moDEi 4EBB "1828-CALI" GARAGE SUING: RIGHT PAGE: DETAILS L150 MPH EXP. j moo DARar: 04/06/20 SCALE: 1/4"=1'-0" SHEET 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 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 i/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI I Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO 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 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 P8836, .177" "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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2.6 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: 1/4" = 1'-W 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774a078 FAX: 407-7744078 wwwAbdoWgngroup.com AA is 0003325 N u i Stn3DIV. ae LOT: SILVERADO LOT 23 BLK 18 PROJZCT* 04128.002 23181 MODFJ • 4EBB "1828—CALI" GARAGE SUING: RIGHT PAGE: FRAMING PLAN %150 MPH EXP. B Dw04/OB/20 SCALE: 1/4"=1'-0" SHEET s3 A{1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON (9)10d x 1 ' NAILS TO TRUSS '•ROOFNYALUFLOOR HTSM20 TO d"x B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING AND TRUSS AND (4)1/4' x 21/4" (4) (12)16d x 5 ? NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND CONT POURED LINTEL OVER TRUSS (NOT SHOWN) C-(,) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: PT SYP #2 7' x # 1900 UPLIFT (2) SIMPSON 16 10d x 3 NAILS TO GIRDER AND ( ) 6', 6' x MAY BE ADDED ' E HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS NAILS, OPPOSITE FACES OF WITH (12)16d x 3 j' NAILS TO GIRDER O/C O FACILITA E O E BLOCK WALL W/10 50tl TO ADDITIONAL PLY MAX. TO TRUSS AND (4) lW x 21/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS.. 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W! 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O!C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) T COVER 8 T APART C ALLOWABLE UPLIFT = D2705LBS (2 PLY) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR (1a�lb 6CALE`3/4"=' 3 GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d 0 EA TRUSSES WHERE TRUSS(DIAG. BRACE TO X"BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING U-Y- TO W-U- (1) "X" BRACE SEAMS) W-T' TO 60-0 (3)'X' BRACE SECURE 218 PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W/,/7' DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W17' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 37'OC MAX. PREENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/,2Bs 6' STIFFBACK (AS PER O.C. MAX TRUSS ENG) ONT. 2c4 SECURED W/ (2)10d's 0 EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END 7 PRE-ENG'D TRUSS NOTCH DEPTH 1/4'0 HOLE EDGE THE USE OF ALTERNATE MATERIALS MAY BE METER L STUD USED SOLONG AS THEY CONFORM TO THE PANON °F FOLLOWING HOLE EDGE .56' 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 oll- THECONNECTIONS INDICATED. A FLAT OR TWIST STRIPIS NOT EQUIVALENT TO ASIMPSONH10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F,, AND F2 BTM.HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLAT<WID DBL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS LIMITS ATE MATERIALS 82��scll- : 3/4"=1'-6' —i 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-7744078 www,abdesigngroup.com L AA #: 0003325 u a O y 9 q SXMDIV. a. LOT: SILVERADO LOT 23 BLK 18 PAOj=T# 04128.002 23181 MODEL. 4EBB "1828—CALL" GARAOE OWWO: RIGHT PAGE DETAILS 150 MPH EXP. B AA NO DAMN: 04/08/20 8CALE: 1/4"=f-0" sFIEET S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0•' O.C. (AT O PRE-ENG'D WOOD SEAMS) (BLOCKING TRUSS (TYP) 0 24" D.C.N NOT SHOWW NOT SHOWN FOR CLARITY) MAX FOR STRAPPING O VERIFY SECURE M PT. PLATE TO BLK W/TRUSS PLAN W/ 12" DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 8" MIN. EMBED, AT 37' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8'• O.C. MAX CONC.POURED LINTEL COURSE CONT. 2z4 SECURED W/ (2) 10d's Q EACH TRUSS TO BE INSTALLED ® 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG o GABLE TRUSS @ CMU WALL 1441 N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 wwwabdesigngroup.com L AA 4P. 0003325 V r o a S o o o W! 0 SVHDrv. ae LOT SILVERADO LOT 23 BLK 18 PROJECT/ 04128.002 23181 MODEM.• 4EBB "1828—CALI" GARAGE 8lFMO: RIGHT PAGE: DETAILS 150 MPH EXP. B L 'AWW 93723'1 A D = 04/06/20 SCArS: 1/4"=1'-0" SHEET S3.1B VTCR SPACING (1) AT EACH END a 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 8'-0' O.C. MAX (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d 0 EA. N-0" OXATHNGCAT SHEATHING SEAMS TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 01-01 TO W-a' (1) "X" BRACE II ht 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRU (1) "X" BRACE 0 CENTER L (2) "X" BRACE DIVIDED EQUALLYD ST'F ACK AT ALL FROM CENTER TO END. UPRIGSTIFFHTS UPRIGHTS OVER 4'-1 (AS PER TRUSS ENG I l n l PLYWOOD SHEATHING, SEE �I I "ROOF/WALL/FLOOR - SHEATHING FASTENER SCHEDULE" Li SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW tx2 DcWOODFASCIA SEE ARCHITECTURAL 2x SECUREDW/ (3)16d GALV. COMMON NAILS. TRUSSES 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2(4 RAT RUN 17' OfC AND APPROVAL SECURED Wf (2)12dh PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEESCHEDULE GABLE END PRE-ENG'D TRUSS 2 SCALE: N.T.S. 1 W/ HIP RETURN 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesIgngrouP.com L AA #: 0003325 Z h gift: SVHDIV do IAT: SILVERADO LOT 23 BLK 18 PROJECT# 04128.002 23181 MODM 4EBB "1828—CALI" GARAGE 9Vr MG: RIGHT PAGE: DETAILS 150 MPH EXP. B R04/06/20/4"=1'-0".1c I I C E-EIO WP ROOF il`�F ROOF WIND DESIGN PRESSURES NET(GROSS) ASCEI-10 ZONE 1 = 8.97 PSF (19,97) ZONE 2 =17.98 PSF (2798) ZONE 3 = 33.53 PSF (43:53) K. 4'-0" END ZONE DISTANCE BASIC VIAND SPEED: 150 MPH WIND EXPOSURE: "W RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 1/7' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT6'O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS G 4" O.C. EDGEWISE 214 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK, 212" 0.120' 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 12" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTEHOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Sd RING SHANK GUN NAILS @ 4" O-C TOP & BOTTOM EDGES Z Z W � LL B O 7 To a Z Z 1 - Y Z w =.rc 0) Z� J Z N Z (a W Z =U coQ z `7 J Z W (7 U w O � w W a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TMR LASS—` .--_-0I - ��,1 I' ---_'BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 2>d RING SHANK GUN NAILS 6' O.C. IN FIELD CSd RING SHANK GUN NAILS @ 17- O.C. IN FIELD or Ed x 2 10 SCREW SHANK PNEUMATIC SCREW -NAILS 0 12" 0.8rjN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SWILL CONFORM TOASTMC33. MAAWMLAGGREGATE Siff SHALLSE 3/C. STRUCTURAL DRAWNGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROM 6%MR ENTRAINED CONCRETE EXPOSED TO EARTH DI2WEATHHi NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAW NGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN EXPOSEDALL � CONCRETE ARE TO BE CLM4FBR®34'. ON STRUCTURAL DRAW —APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14, BUILDING CODE REQUIREMENTS PROVIDE 64ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SIABSONN4ROIAA WHERE INDICATED GR CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Pb - I I OD PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI L MEMBERS 011, AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7.10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE PSI. ALL E THE IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL A ELASTICITY = TREATED. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHIALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMA -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SMALLS CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORMWORK, 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 AG 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2D17, Blh EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP 1112. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB-0N411ADE THICKNESS TO HANDLE CONSTRUCToN LOADS. 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. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 PIT 20 psf TOP CHORD-noncancurr-t 10 PST BTM CHORD -non -concur nt WELDED WIRE MESH: WELDED WRITE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0- OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM AM 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 W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: M4 BAR - 25" MI6 BAR - 36" MI5 BAR - 30' 97 BAR - 42" UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND-TPWWTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. PROVIDE 38' z 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 WITH 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 PST w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 PIT BTM CHORD 5 PIT BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WHO UPLIFT: 10psf MINIMUM 101NCH 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 STAIRS LIVE LOAD 40 psf Wes' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WING DEAD LOAD SPEED =150 MPH 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 II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOps/, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUS81 HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED TENTS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WTHOUT 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: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40Psf MASONRY: 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 REW E: "SPECIFICATION MASONRY STRUCTURES' (ACI 5301 ASCE 51TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SEEIONS AND PLANS ARE PROVIDED TO FACILITATE THE CPROVIDEDCONSTRUCTION SHOP DRAWINGS WLL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE NTH ASTM C-90, GRADE Pm = 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 W THOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY W TH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 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 30' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 6' TO 10', USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. - FOUNDATIOW SITE PREPARATION: "M" "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2 000 FOOTING OW TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXEDASOTHERWISEINED UNDER ASTM HORIZONTAL EXCAVATIONS SLAB SUB -GRADE SHALL BE COMPACTED A DRY DENSITY OF AT LEAST OF THE REMOVE M PROTRND USIONS THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO SHALL BE THAT EXTEND INTO CTO A 7.95%T MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. BE CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GE0.TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE FILL CMU CELLS SOLID NTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. GEO-TECHNICAL ENGINEERS 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 W TH THE CONCRETE, SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy = 36 ku FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM ASP, GRADE B, = 46 Ha. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 lc i. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SWILL SUBMIT PROPOSED MIX DESKMIS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'-1 PRIOR TO THE ADDITION OF PLASTICIZER BE TIGHTENED IN ACCORDANCE WITH THE TINRN-OFF-THE-FAIT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACT 3D1 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE A14 uMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE NIX UNTIL IT IS DEPOSITED W ITS FINAL POSITION SWILL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINI/TES, THE CONCRETE SI1AlL NOT BE PLACE. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY To NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. .REWIRED CONCRETE COVERAGE OVER REBAR SWILL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTHANDMINEATHER 1-t17 FOR 0 AND SMALLER2"FOR AS AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS /-1rC FOR BEAM AND COLUMN PRIMARY RBWORCB.EW, TIES, STIRfBWS ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTION a T: TYPE EPACIN3 PEMAPK9 KATbN SITE TYPE I-- PlFUPRSx3ro 1MPBOHST/CONC. CASE HARDENEp OdL POK GARAGE OOIX2B11p( To MA80NRTKOIK. If OIA NO WISIER TAPLVII HABOHiY FABTBJER POC 11?EMBEO.YENppST., I1REpGEOI3T. eOD, AL. ExT. pooRB I. PT, 6EE NOTEB CAeENAROENEDWE —111IYlONG. PbC 3TAOpEREO MANDgW➢OOR/FASTEN® INTO MA80NRYKONC —EDooR&KIT TO MASONPYKONC. RIP gAWI WABHEP EXPANSION BCLT ]<'OK YE1.13EP.YETD tlIT.. TEpOE DST. NOow BIKX 1�PT, SEENOTEB pABE NNRDENEDmI Pop STAGGERED wTTnaNAnpw FAsrolEo METAL STPM To YA40NPl/GONG. CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS EKt SA1r:G WM BUCK 2I PT. SEE WTEB ER IRO WASNA FASTNHi 1P OK I1?ENBED,PEND. peT.,11/Y EDGE09T. NOI1 1NG µpop WAIL TO CONC BLAB 1!C° E%PAN9ON 2f pL3T, YEfDIS W/WASHER BOLT PE00E q6i. mow'& 8136°PAFx31G' POC A•ENp.DIST.,itlP NOTEe vxwawee 'To STEEL COL, 9EE ITAGpERED EDGE DeTNOTES 1 STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPUCATIONS 2. FASTENING OF GARAGE DOORS, WNDOWS AND EXTERIOR SW NG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT[ X-ZF HEAP DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE & W NDOW AND DOOR BUCKS SHALL BE AS AIDE OR W DER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWNG DOOR WTH A WOOD DOOR FRAME. ix MEMBERS ARE HAILED AND Zx MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. ROHALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdesigngroup corn l AA S: 0003325 O L O s L i - Li 0 w 9UDDIV. Ae IJOT SILVERADO LOT 23 BLK 18 PROJECT# 04128.002 23181 1[ODEL• 4EBB "1828-CALL" GARAGE DWING: RIGHT PAGE: DETAILS 150 H EXP. B WA PRINT DATE: 04 /20 SCALE:1 —ON SHEET sN Jr� ti