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99 1408-DAKOTA99 HOMES 12602 TELECOM [DRIVE, TAMPA, FL 33637 7e11= (813) 740-9720 Fax: (813) 740-9715 ALL. WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW PATE Co CITY OF ZEPHYRHILW cut PLAN EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .nn= BURMG CM. >�»y, OTH LMN (�'%) •ALt IACAL AND STATE CDDPL9 .00CUPANCY - RESIDENTIAL GROUP R3 :CONSTRUCTION TYPE - VB II�fERIOR FINISH - CLASS H • BASIC WM SPEED - Vint=160 MPH Vasd=124 MPH :EXPOSURE - C .1-�1�, RESIDENCE •2-STORY RESIDENCE - MA7L HEIGHT AS PER LOCAL AND STATE CODES ABV. AHOVE I". LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS AD]T. ADJUSTABLE M.C. MEDICIMANUFNE APB'. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MID. MOUNTED CAB. CABINET MTL. METAL cLa CEB R N.T.S. ON CTE SCALE cLK CLEAR o.c. ON CENTER/g CONC. CONCRETE PI, PROPERTY LINE CP. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE DEL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R RISER DISK DISPOSAL BAD. RADIUS DP. DEEP R.A.G. RETURN AIR GRILL DK DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL RO. ROUGH OPENING D.W. DISHWASHER S.C. SOLIDCOREEXTDR EA. EACH SD . SMOKE DETECTOR ELEV. ELEVATION S.H. S NGLE HUNG EQ. EQUAL SIT SHEET EXH. EXHAUST SHTHG. SHEATHING T. EXTERIOR S"wR. SHOWER F.GAX. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL. GL. SLIDINGGLASS FL R FLOOR STD. STANDARD PLUCK FLUORESCENT SWS S"EARWALL FIG R. FOOTINGCH TEMP. TEMP. SECTION PEEEDGLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB GF.1. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TYPICAL AB GL GLASS U.N. TYPICAL GYP.BD. GYPSUM BOARD U.N.O. UNLESS NOTEU HB. HOSE BIB OTHERWISE H.C. HOLLOW CORP. V.P. VAPOR PROOF RDR. HEADER W. WASHER HGT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON DATE DB9CRTPTiON BID I✓lSI D ARCHITECTURAL SHEET DESCRIPTION 03/I8/I9 AWED 2)f6 WALL BEHPID WASER 1 CRYER PG CI -COVER SHEET PG GN-GENERAL NOTES PG AI -FLOOR PLAN PG A2A-ELEVATION "A" PG E1-ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Di -DETAILS PG D2-DETAILS PG D3-PRODUTC 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 064M AWED LED LK.NIB . KrrCLEN A BATHiO" 06QU9 PATIO OPI ADDED 8XI0 K�1 ARCH N W LLILL4Y PER MARC BWEB • 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) 774-4076 SQ.I' 1 , CALC,'S LL LIVING 1,400 60. FT. GARAGE 424 Sa FT. ENT +" I6 So. FT. TOTAL I$48 Sq. FT. 8xI0 PATIO em sa FT. STRUCTURAL SHEET DESCRIPTION PG S1-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.113-DETAILS PG S3.1C-DETAILS SN1-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER ITY THE BUILDER ASSUMES ALL LIABDFOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUEDER 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 WRITPEN/DRAWN FORMS IN A TIMELYPG MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTTON BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774b078 FAX: 407-7744078 wwwabdesigngroup.com L AA M: 0003325 a q21l SU13DIV. & L.OT ABBOTT PARK LOT #4 BLK #8 PROJECT# 04181.000-04083 IK " 1408" "DAKOTA" GARAGE 817NG: LEFT PAGE: COVER SHEET 160 MPH EXP. C ROLAAD A ABOUgiACRA L AR NO W723 j DATI : 11/25/19 SCALE: 1/4"=1'-O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. SrtE Wows 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS OF 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. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8 EXCAVATIONS TO BE A MINIMUM OF 3'- 0 BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9 THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE TATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R30Z5.2 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 %N-1NCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS Z ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLURIOSRG 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'W 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. EXTERIOR WALL COVER NGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-1IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-11A AND R703.7. FIRE RESWrANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S 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. 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 m N ju E 40 2 9VHDIV. & LOT ABBOTT PARK LOT #4 BLK #8 04181.000-04083 1408 "DAKOTA" GARAGE 3VaN0: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C DATM- 11/25/19 SCALE: 1/4"=1'-O" SIdEET GN I. 16'-0' I. 2'-5' I. I. 8'-0. I. 5'-0' I. EXTERIOR MASONRY SQ.FT. CALL. S WALL ISRG. HEIGHTS LIVING IAM W. FT. ® GARAGE 424 SQ. FT. 511 ENTRY 16 SQ. FT. TOTAL IA" SQ. FT. 8K18 PATIO SO SQ. FT. AD8 EiF0IDaJMG 0010 01,61110 O WIIE FOIE 11DLiHli R3YAl1O1 ANDTIPE FOOTAGE MR WINDOW to 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MR CRITERIA SGD. MIN. 41 5 31/-39 CRITERIA 16010 O.W.D. 112 5 281 BASIC WIND SPEED MPH = 180 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 090110E DAr. AWN C DE1L. TOP PLATE 0 m BAR DETAIL A SCALE, V2'•I'-0' DTL. (�_,)ARCH SCALE: 1/2 " 1'-0' FLOOR PLAN SCALE: 1/4' " I'-& -2-8 LOi DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENLM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL ME EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 Mi IN THICKNESS, SOLID ORHONEYCOM15-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 Mi Ti OR 20-MIMITE FIRE -RATED DOORS. d N. RONALD REAGAN BL LANGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.aLdesigngroup.eom AA #: 0003325 14 t q i v 9 9 SUBDIV. & LOT: ABBOTT PARK LOT #4 BLK #8 Pltoj=To 04181.000-04083 MODE 1408" "DAKOTA" GARAGE sT/ING: LEFT PAGIC: FLOOR PLAN 160 MPH EXP. C iiii Vii A ABOi AR NO W723 . Dw� 11/25/19 SCALE: 1/4"=1'-O" SHEET kill Al 8'-0' BRr.- HGT. _ COACH LIGHT 0'-0' FIN. FLR, o-/-16'-4' BLDG. HGT. SHAJGLE ROOF FrPO S FYPON BRACKET SIDING AS SF'ECFIED (T7PJ ME FRONT1N SCALE. 114 " F-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 8'-0' BRG. HGT. _—_—_ ,! I II II 0'-0��--------I I - 8'-0' BRG. HGT. I�- 0'-0' FIN. FLR, OFFMDG ��� S 8'-O' BRG. HGT. _ _ — _ _ _ RM 18'x63' DECO. 1 _0. 84#1TTER � h t9 0 9 I 4' RAISED I I1:1 El BAND TT'P. I I o0'-0' FIN. FLR 0'-0' FIN. FLR.s — —_— l—� ��--------------- -------- - REAR ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH I�S OFF RIDGE VENT OFF RIDGE VENT 8'-0' BRG. W.T. 0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 5 BRG. HGT. IF] II� II 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 114 " I'-0' TEXTURED FINISH 0'-O' BRG. W.T. ' - 0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAY- 407-7744078 wwwzbdesigngroup.com AA 8: 0003325 p F 5 Y1 Iu f C 2 O SU13DIV. & LOT: ABBOTT PARK LOT #4 BLK #8 PROJECT# 04181.000-04083 >►[ODEy 1408" "DAKOTA" GARAGE STIFMG: LEFT PAGE: ELEVATION "A" %160 MPH EXP. C LVYJ AA w0 DAM. 11/25/1, SCALE: 1/4"=1'-0" 8I1MET A2A ELECTRICAL LEGEND SYMBOL DEFINITION NOTES tMV OUTLET 20 AMP SINGLE PCLE IIOV OUTLET WV OuTLm IO or OUTLET USED TO SWITO4 4 or[ WV OUTLET EfiNFED SM3MD FILL NTM MEN (TAPPED RCSISTMR TT'laE) a@ 220V OUTLET f4)om CON omm It'I EXT.Euaelawoa Ounzr aaouoFAULT NIE wPIE R SuETc41 OUTCI4 3-WAY OPER W4 BWRCN 4-WAY OPER WALL FIC/111CD Laver CELNG LIC4NT © LED CLG LIGHT ©VP LED VAPOR PROOF LIOMT OVp VAPOR PROOF Lnw OQ RECESSED CAN eVENT. FAN IOMPEUSOFT. VENT. PAN RR -MIT l Cm PER Ila PT. V FDnui [SPEC'S 1BD S' I 2-EUN WRAPAROUND ® `C-tD) lRo L FLUORESCENT 2-a" WRAP LLr.WTBT (SUUFACE MITI AROUND ]--� V RAIOIEscow AM FLU)IEiCEVT d 8 4' TRAoc LIGHT 0 PANEL I & 1ETER • SD. eMIOIa? 12E1[CTOR eAn. laAac.ls NLhlgcgm ICI WELL rONTED ISATT SAoc.w U own DET[GTOR S -A&IlmlBE ® �(� OREON vim DETECTOR G~ eArr. edac-u• VV LATER -Ca A DUST NNALL 0e d DISTANCE OR NOT LESS h�14M PEOMNT LGHT L� NATURAL MS OUTLET ► 7ELM440 E JACK YIN IUATER 1EOTlR TO of AEVATED DISCOaECT AR ccNDmowN DISCOaECT rl_J TELEVISION JACK CEILM EOM IEOI O J.eO( TO BE SUPPORTED N AccoRDA OF PLAINKED As sSuch R PaMR INIPECTION cELNa SOX cELNb PM4 L O4R TO EE SlE ANON ACtCMANCO W, EOX MIAISQD AS OWN FOR �IIQ 24, NCAIOESCEiT LOW STRIP x• NCANDEGOINT �II44 LIONT STRIP nnnnnnnn AM INCANDESCENT LIONT STRIP RA00 LOW aOFT socumiTy IQTPdD Pa ABM-eUtraN FOR CARES •--��• use PORT • LOCATION OF TV JACKS A P 40M OUTLETS A PANS TO BE VEWED • NOIE lOER PRE -CONSTRUCTION MEMO, • ALL B 4 20 AMP ESANCH ORCUITB TO BE ARC FAULT PE PROTECTED R ELECTRICAL PROVISION Oa Facm AnN EdTION nen) . NITL 21e➢ 2NMa ®IT1oK • 20 Ar! DEDICATED LAUORT CROW. • OR • ISLAND (NOT ON KITC44M C"WUFT) • OIS IUANER DISCONNECT TO BE LOCKOUT N PANEL • BATISUGOY E)OWET FAN TO WAVE MIL CAPACITY OF be cm NTERIMENT FM ELECTRICAL PROVISION O: SECTION MBOL PCOU ATN mRIW nOITi • LAUORY ROOTI IECEPTAG2 SHALL B! ORIOUO FAULT CIIKUT-►nEEEPTER PROTECTION FOR PERSONNEL ON FEEDERS • UURNG MTNOD 64MLL BE NON METALLIC CABLE PER ELECTRICALI•IUDIIEIOIIS OF alan ATN AZ (20m1 • ALL UIORO TO COMPLY UM ELECTRICAL PROVSION OF T1E POOR ATH ® nOnz • ALL LAeY .••1 QM ANo (RESIDENTIAL IR—y Ilium PATIO Wp I MASTER $IIrIi ® _ -.• _ 8ICO GREATROOM 1 CLG FAN TV I ,� FARE -WILD OUTLET 1 / CLG FAN FOR DW 1 / i � ; 1 { I i SINK DW I iv ®, SWITCH IN CAB �T 1 BATH j ( W.I.C. O IQ'fCHBr1 I L I `; � � ©- _ _ �L ` BEDROOM #3 -- HOOD WIRE W/ OUTLET FOR 1 , FRE-WILD CLG FAN ® Irr�gCaFl S/CO / FUTURE MICRO i J I `�► I I o LAUN. O Gf l 42' P.B.FOR I II — — AFF. GARAGE I D i L- I L S/co BATH N2 L MOIdJTED / LIGHT W/IU STCH IN/ I I `I ATTIC / I FIELD �R BOLLARD / � i FOYER I 1 — — — VERIFY Loc.AS II ER BLLDG. o_ PBLDG. / CODE GARAGE / 5-� SD. O / I BEDR(OM82 GFI IRRIGATION OUTLET • CLG. OUTLET 48- AFF. GFI — — PRE -WIRED CLG FAN PB. FOR CHIMES—' v � � COACH LIGHT ---- ELECTRICAL PLAN SCALE: 1/4' • 1'-0' j WP Panel MAN - A PAIEL:lneaquLbr - VMTAOE:120lMV-tan MAN: 150 Amp WC.S FEEDER:1H Cu ]IiMTI O 1-A WD) m 1112' C. OR 1M AL n Si-N Cu(G)m 11RM C. aw. .alra.a F.Imarwx c�vn>G , z auaaa wn,o ,om sva cu., 2 ae scsa _ PANEL -A PANEL: 42 at beMo" VOLTAGE:1201240V-ian MAN:iWAry MIA FEEDER: IM Cu 71MN A I.NCu (G)m 1 10 C. OR 1M AL TIInW 81-N W (G)in 1 10 C. r .12 saw.m,"� +Sao elm oa 2 M »u 4. ,o mo I wccl z,2 oa aama„aar um � a» yaz Ra saoo csl m 2 wo qua G v 0.awaa<aom�ma Lam ucI nFa wa aw s 2 we axs -- pwaa s.v. a eea a Spas so«e GcuNO•m TS : ASSREEVMNS TIO: aaTwlEPonv,Ea n�: cAa+a Fa�A.Tw�F�RLP1Ea I LOAD 1xc1uT1OR M eaTm ox AC lrontolxlOelr 1nlo oaO.:r aR 1.ele LOAA a,c saa. Fa" 14R versa. a 42N asl {288 cNas rml le wa28B .411 LED LIGHTING Cap SINGLE LAV. MASTER BATH f - I I L I LED LIGHTING C SINGLE LAV. BATH 2 PROVIDE 3.2/0 CU, THW .PIS CU IN 2' CONDUIT OR 3 •4/0 AL, THM . 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE BE, AMP DISCONNECT SWITCH AND 120/240 VOL C.ENERAL NOTES: M ELECTRIC METER IN I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCL08URE MLO CONTPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6tH PANEL EDITION (20n). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. I B. ALL C0NDMTORB SHALL BE TYPE TH4PLT4BLN UNLESS NOTED OTHERUSE. POWER COPLA TRANEFOR'1ER GRADE PROVIDE 00 AMP, 120,240 VOLT, I PHASE SECONDARY= ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) IN I-1/2" DIA SC1 EDULE SO PVC COMMIT OR PROVIDE 3 2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPIIOE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT ___ _._ EOUIPI'IENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENGAGED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (20n), 5/0" DIA X 8 FT LCNG COPPER CAD GROUND ROD 1441 N. RONALD REAGAN SLVD LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-774-4078 wwwAbdesigngroup.com AA H: 0003325 R 07 � � 6 � 0 SLTHDIV. de LJOT: ABBOTT PARK LOT #4 BLK #8 PROJECT* 04181.000-04083 1[O'".. 1408" "DAKOTA" GARAGE SV7NG: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C A Dpturr AT : 11/25/19 SCALE: 1/4"=1'-0" S E1 2' vm PLUMBING RISER DIAGRAM PLUMBING PLAN WALE: 1/4 • P-V 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 wwwabdesigngroup.eom L AA 8: 0003325 a 04 o 3 F cp,pp 0 ® 9 9uBDIV. Z ml' ABBOTT PARK LOT #4 BLK #8 PROJECT# 04181.000-04083 "E*11 408" "DAKOTA" GARAGE BMWO: LEFT PAGE: PLUMBING PLAN L160 MPH EXPJC 0 r, v DAR aT 11/25/19 SCALE: 1/4"=1'-0" SHEET P1 2X4 TOP PLATE PRE-FAB TRUSS tl2• CLG. BOARD I/2' DRYWALL ---- T'h- SECUIIE BT. — PLATE TO SLAB W/ Wd MASONRY NAIL • 32' O:C. MAX FM. FLR 2X4 WOOD STUDS *24' OL. SLAB NU[r-: `JtUPO IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MOPE THAN I6' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE TUAN ?A' /)/_ (2)TYP. INT. WALL NON—BRG. D 1 SCALE: 3/4' • i'-®' FIBERGLASS SHINGLES OVER w30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905J.1 ON J' 0SJ5. SHEATHING OR p CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPBU`I BI OR 1/2' HIGH 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 PIPE THROUGH BOND BEAM D1 SCALE: 3/4'"1'-0' SEE ENERGY GODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION — WINDCW ATTAC 4-ENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.G. 8' CMU 1/2, GYP. ILL. BD. - WOOD BASE — 0'-0' FIN. FLRL� m ,a n W/ WINDOW OPENING ti FIMAGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905JJ ON 0b.13. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR n TYP. WALL SECTION NO OPENING NOTE: PER SECTION S05.1.1 - FOR ROOF O4 1—STORY HIP BLOCK WALL (2) LAYER I ERUNDERLAYMENT SYSTEM D1 SCALE. 3/4 .P-0 IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6-151 ax wa ew sue ..� asr. ray ss w 26 GAS LINE THRU BLACK ecnu, vr.r-e FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905J.1 ON il' OSJ5. SHEATHING OR J}' CDX PLYWOOD SECURED PER FASTENER SCHEDULE I'-O' TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CORNIER SEAD DIpw=%Y TO �t s GARAGE DOOR JAMBS D1 SCALE: 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS-\ STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENGItD. TRUSS CONT. 2x RAT RUN SECURED PER-/ 9TRIICTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSLM BOARD OR 1/L' HIGH STRENGTH CLG. BOARD I/1' THICK, 2 COAT-k-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FIN. FLR,;� 8' GMU v a n W/ WINDOW OPENING ti R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OTC. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905JJ ON J, O.S.S. SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE OH. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED \--2x P.T. SECURED PER STRUCTURAL DETAILS B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D 1 SCALE: 3/4'.I'-0• 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabd-kpg—p com AA #: 0003325 � k is I 4a W Q Z sUBDrv. ae Ljotil ABBOTT PARK LOT #4 BLK #8 PROJECT# 04181.000-04083 WODE;1408" "DAKOTA" GARAGE STUNG: LEFT PAGE: DETAILS 160 MPH EXP. C A DA�1'E.• 11/25/19 SCALE: 1/4"=1'-0" SHEET D1 IT MN TO 191 \1 // 119 SV GUT NAILS. SIDES. 2X6 GARA4E DOOR 19UCK W/ (5) (7 )M•)(o' A -COLTS 4- E115Eq'100 MN SV 2X27dj WASHER AND NH SPAGED EVOLY FROM FLOOR TO GARA" DOOR WC IN JOINTS PRIOR TO FILLING. 1-2X6 PF DLOCK • COMER OF IS DOOR Mill D R WKI) A-) ' J-15MTS 4' EMBEDMENT W) 2'X2')di• WASHER AND NUT. B At1.LEANCFIORSSMALL NE IN ACCORDANCE TO MAFtFACT m" INSTALLATION MSTRJCTIONS WERE SUCH MTR CTICMB ARE MORE STIQINGEM GARAGE DOOR BUCK ATTACHMENT \Pv N••I-O 8' CMU V DRYWALL I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND IY♦' INTO BLOCK W/'4' TAPCONS MIN. SHAWK SIZE A45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Y4 WITHIN 8' OF EACH END 4 18' OL. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 WINDOW TO BLACK +3/4 OR +5/4 " SCALE: N.T.S. 2X4! m SECURE TO BLOCK W/' TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8. OF EACH END 4 18' OG. MAX SPACING. 2X6:m SECURE TO BL W/J-V TAPCONS(MIN. SIZE 145 MIN. HEAD SIZED4pO MIN. EMBEDMENT 1 Y4*) WITHIN 8' OF EACH END 4 8' CM 18' OZ. MAX SPACING. YN' DRYWALL 2X8: ® I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-)' R CASING TAPCONS (MIN. SHARK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPAC_ NOTE= SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +1-1//2" qWlNDOU TO BLACK +i-1/2" " SCALE: KTA. 2X4m SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4*) WITHIN V OF EACH END 4 NOTE. STRUCTURAL 2X IW OG. MAX SPACING' MUST BE ON OUTSIDE t 2XDcm SECURED THROUGH SECURE TO BLOCK W/2-Vo' NON-STRUCTURAL ' TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I ,W) • DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. OR DO' P.T. NAILER 2X&® El SECURE TO BLOCK W/2-%- TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MR HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I YV) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS'Or-. MAX SPACING. NOTE= SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BACK + C 1-15/IB' 1117N ON TO CK SCALE: R& 2X4:m SECURE TO BLOCK W/,• TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14 ) WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2XBma SECURED THROUGH SECURE TO BLOCK WQ-)' NON-STRUCTURAL )W TAPCONS TAPCON MR4. I-V (MIN. SHAWL SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) g• CI'U WITHIN 8' OF EACH END t Y)• DRYWALL 18' O.G. MAX SPACING. 2X8� ❑ VX4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' CASING TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') TTACH TO 2X PER. WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS, IW O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4*) DOOR JAMB TO BLACK +2 1 �4" 111NDOB TO BLACK +2 ly `� SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF: EACH END 4 NOTE: STRUCTURAL 2X O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK Wl1-9(r'TAPCON NON-STRUCTURAL 1' TAPCONS MIN. I-Y4 IMIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 g• cm MIN. EMBEDMENT 1 Y49 V DRYWALL 7p WITHIN W OF EACH END 4 'X4' OR I'X2' P.T. NAILER . 18' OGMAX SPACING. ❑ 2xsm SECURE TO BLOCK W/2-%, TAPCONS p00R CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' O:C. MAX SPACING. MANUFACTURES DETAILS. .tlIF YMY 1®p M FWl.11!!f W !Of Ei�.t') DOOR JAMB TO BLACK +3" E WOMW TO BLOCK +3" SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ j(H,' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X640 SECURED THROUGH SECURE TO BLOCK W/)-44' NON-STRUCTURAL TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8. CMWITHIN 8' OF EACH END 4 }�, DRYWALL IS' O.G. MAX SPACING. 2x8:m I'X4- OR I'X2• P.T. NAILER SECURE TO BLOCK WR-14' 2ND 2X SECURE TO TAPCONS(MN. SHANK SIZE STRUCTURAL MEMBER J45 W/(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END t 6• TO 8' OJT. MAX MIN. EMBEDMENT I Y4') OOR CASING WITHIN 8' OF EACH END, DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3" IP TO K +3" F SCALE: N.T.S. 2X4m SECURE TO BLOCK WA4 TAPCCNS(MRJ. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MST BE ON OUTSIDE t 18' O.C. MAX SPACING. SECURED THROUGH 2X6.12® NON-STRUCTURAL Yr' SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 8, cm MIN. EMBEDMENT I Y4) ' WITHIN 8' OF EACH END 4 DRYWALL 18' O:C. MAX SPACING. 'X4' OR I-X2- P.T. NAILER 2X8m ❑ SECURE TO BLOCK W/1-1/4' 36' O.SB. X 4' MIN TAPCONS (MIN. SHAWL SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTAC14 TO 2X PER IS' O.G. MAX SPACING. MANUFACTURES DETAILS. Itl:�. NIl1 Y.�®M I•W01f� e00N0f Of.� �') DOOR JAMB TO BLACK +3-7/18" in1 TIINDOW TO BLOCK +3-7/18" " SCALE: N.T.S. 2X4m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4.) WITHIN 8- OF EACH END t NOTE; STRUCTURAL_ 2X IS' 0jC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6: SECURED THROUGH SECURE TO BLOCK W/1-1/4- NON-STRUCTURAL )' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .I45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1Yi) 8' CMu WITHIN 8' OF EACH END 4 y,• DRYWALL 18' O.C. MAX SPACING. a I'X4' OR PX2' P.T. NAILER 2XS4m SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN.8HANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t TTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3 3/4' %Tl WINDOW TO BLACK +3 3/4/ V:;/SCALE: RTA. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 FM: 407-774-6078 FAK 407-7744078 www.abde igngroupcom L AA#: 0003325 a p p STISDrv. do LOT: ABBOTT PARK LOT #4 BLK #8 PROJECT* 04181.000-04083 M 0DEf. 1408" "DAKOTA" GARAGE DWING: LEFT PAGE: DETAILS 160 MPH EXP. C of DRXINV A 11/25/19 SCALE 1/4"=1'-0" SKEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 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 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 3S279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 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 FL 4103.2 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 70D6.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM D W W W.FLORIDABUILDING.ORG CONTROL DATE: 10/11/2019 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abditlgngmup.com L AA N: 0003325 i h V O � i 8LJ9DlV. de I.oT: ABBOTT PARK LOT #4 BLK #8 PROJECT* 04181.000-04083 MODJI'y 1408" "DAKOTA" GARAGE 8WING: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C ROLAtO A ABOUCHACRA AR NO 93723 A DRT E: A11/25/19 SCALE: 1/4"=1'-0" 81;EET D3 MOTEI APPROVED BULLDNG WRAP PIEFOR'ED GONTROI. JOINT RANGE Q CONTROI- JOINTS T BE WIRED TIED TO LATH R 9' O.C. MAX (VERT.1 W7_ DO NOT FASTEN CONTROL JONT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES YV V LEG MAY BE USED TO TEMIP. SECURE CONTROL JOINT DURING INSTALLATION BRT— •S1EImXTOVEEPD� I' THICK 3 COAT CEMENT PLASTER WRB LAYER •2. FORTFIBER BUILDING PAPER APPROVED METAL LATH FASTENED .1' (VERTU OL. MAX AT SUPPORTS URB LAYER At STUCCO WRAP IIICOD SHEATMUNG L LATH 6NALL NOT Yrol• t-aP TM LX D.�NiNS ro ro TMR7UC4.1 CONTROL JOINTS BUT _ BC PP STOED MID TIED AT EACH SIDE. PROV1E 2X4 SLOCKM4 PER ASTM 0063 PLACED RAT MAX. W TO V 1J0J4 \ FROM OCKTROL JOINT 04EN NOTEI CONTROL JOINT FALLS ON / L FASTENERS FOR LATH TO BE NAILS O e I i STRUCTURAL STUD STAPLES N COMPLIANCE IS/ ASTM CW63 2. WIRE TEES TO BE (INC. 0) 0043' MRE / 3. BLOCKING SNOUN MAY BE N APOFT17 \ TO WALL STUDS REOSRED PER PLAN OLTgLD NYAIO •rt.A ®Fa-o OL FOLD INIINID • rt. w T. OEAM • rt. e s aEAM • rt. c OL MCI.D R!♦1MO • R. A 2. CREAM - IR. D Fan ® L Fa.D RRIPIO • R. A 2. CIW-46E•R.D 3 CFDAM . Pr. C A AXO M. C OVER PIT. e TILL. R. C TOUCAN e01TO" RJNOE M OORQ1 ^'� eH.TEe noNT swA PCLD. OQ Waco. 3 COAT CEMENT (PPAUA H• a CNT EUUL RPM PAPER 4R,Y'E OHI.Yl Ulm LATER It STUCCO URAP(r1eR'e ONLY) KWK-CIR M1A614114P, (RIM CUTIU INSTAu KHCIPOIII AT DORQ"1 ON ROOF . NIURIIGTION! 64ALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • MORRONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SIEATMINCs TAPE i \ LATH VERTICAL LAP TO BE 1• 4'K4. SELF-ADFIERNf M R41� y RASNNG [COMIPATIBLIS UY HOUSE 7\ YIRAP MATERIAL) OVER APPROVED HOUSE URAP. BASHING r0 ExroD ONTO PIPE r oR LE86 PIPE / \ PENETRATION / r 1•RL LM . tETK LATH \ fC X X X X CUT AND OVERLAP ONE 61DE OR / METAL LATH SELF -ADHERING MEYERANE J FLASNNG STEP 01 LURE, LAYER Al, it THICK 3 COAT CEMENT STUCCO WRAP I PLASTER `• nN LAP Y METAL LATH URB LAYER 4, FOR'TFIOEIU PAPER BUILDINGSIRE, UM LAYER 4, FORTFULER BUILDING PAPER LAYER -L fflr INSTALL FASTENERS, (CLIPS, YROOD BFEATNR/G STRAPS. RECURRED TO 6EOSE ECUREG 1 /7 ` PIPE) WHET TO 2 SCALE, I VW -I' -a ® KIC KO UT DETAIL valor thaw REAL (DBD OR ROLOEP: cn NOT = pj VERTICAL LATH & PAPER DETAIL NOTE, SIDE LAPS OF METAL PLASTER BASES SMALL BE 6ECUREO TO FRAMING MEMBERS. THEY SMALL BE TIED ISETUMEN SUPPORTS UInW 00415-N. (121-M1) MRE AT INTERVALS NOT MORN THAN 9• (229-M7J. AS PER ASTM CI063 IAL FOR REPAIR OF TEARS N UPm LAYERS, TEARS MAY BE PATCHED UUMOUBE WRAP TAPE PER SPEC OR PEEL 4 STICK U1000 BMEATI BWLDI PAPEP 6TUCG s[":4v*61a 13m�10C AN MR WOOD SHEATHING OR CMU WRI3 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/1' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS Z 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. PIPE 1.I T c. 6 4• W.W SELF -ADHERING MEMBRANE FLASMRYa (CQIPATIBLE W/ MOUSE MAP MATERIAL) OVER 4•A4• SELF-ADHERNG MEMIBRME FLA614NG OVER APPROVED MOUSE WRAF! FLASIING TO EXTEND ONTO PIPE ` CUT AND OVERLAP ONE SIDE OF STEP n SELF-ADMIERNIM MEMBRANE UIRB LAYER -L STUCCO URAP URB LAYER 4. FORrFIBER M ULDNG PARR METAL LATH 66N6' SELF -ADHERING MEMBRANE RASMNG OVER 4'w4' SELF-ADHERNCs MEMUSPIA E FLASHING OVER APPROVED HOUSE URAP. FLASFNNG TD EXTEND OMO PIPE 4'A4' SELF -ADHERING MEMBRANE R.ASWM OVER APPROVED MOUSE )RAP. FLA611NG i0 EXTEND ONTO PIPE W COAT. BEAD OF SEALANT INSTALL APPROVED HOUSES RAP AIR INFILTRATION SAIRIRER OVER ELA6TO'ERIC COATING OVER STUCCO/ GV. FINISH (SEE TYP SALL SECTION) SECTION PER SECTION RTU&7 F)OSU WIRe 41W RLISIS ExlExterioruse of Portlandnd cemant plaBief shall ranply with Ufa.M-tion ragWremants o1 ASTM C 926-12A h M."Wi.n of elcier.I.thhg and lramklg Mh shalt amply IASTM C 106312A. TRATI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER ...... - - - BUILD ING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R"103.11 / ASTM C-S4-i-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA S: 0003325 RIM o tj O 14 StMDIV. de LOT ABBOTT PARK LOT #4 BLK #8 PROJECT* 04181.000-04083 Ii "1408" "DAKOTA" GARAGE 8TrMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D � 11/25/19 SCALE: 1/4"=1'-0" SHEET WA1 BACKER ROD BACKER ROD WRB LAYER -1, STlrrO WRAP INSTALL V SELF -ADHERING M15RANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECAJEN's OF FLASHING TO BE: L BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PER 1ETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, A* CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exterior Wft and plastering 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. HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASH IWs UNIT PRE—MANI.F. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK,) BUILDING PAPER OVER 'QUICK FLASH' I— — — — 1 I — PIPE THROUCsH — WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANIF. SPECS-) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I 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 ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION GUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATIC14 WRB LAYER 01, STUCCO WRAP WOOD SHEATHII APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS PAX, APPLY TO FA EDGE APPLY E-Z BEAT OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD CONSTRUCTION W CMu WOOD SHEATHING WRB LAYER h, STUCCO WRAP WRS LAYER -2. FORTIFIBER BUILDING PAPER FETAL LATH VS' TEXTURED FINISH • WOOD -FASTEN TO WOOD STRUCTURAL MEMBER • T' OL. MAX V TO & MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADMONE FLASHM6, CLEAN MASONW BEFORE APPLYPIG V— FMISN • MASONRY (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCKI e' WRB LAYER 01, STUCCO UIRAP CUT 'X' INTO SELF-ADHERNG MEMBRANE FLASHING APPLY SELF-AD14ERNG MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER h STEP 1*1 STEF 02 WTU LAYER 01, STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF-ADHERNG FLASHING OVER APROVED HOUSEWRAP STEP #3 El [WEM115RANE FLASHING URB LAYER R, FORTIFIBER BUILDING PAPER STEF 1*4. ELASTOMERIC COATMG OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #(o (q) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www,abdesigngroup.com AA #: 0003325 a ro o � C us 0 SUIBDIV. Z LOT ABBOTT PARK LOT #4 BLK #8 [PROJICCT# 04181.000-04083 MODE P 1408" "DAKOTA" GARAGE 8WIIJG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D � 11/25/19 SCALE: 1/4-=1'-0" SHEET WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO -ADHES z�—k CORNER BEAD (FASTENER s SPACINCs a l' O.C.) n CMU THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD @ BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PN: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 N O V 1S FB7B70T . LOT PARK 4 04181.000-04083 uoa71408" "DAKOTA" GARAGE 8wnvG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ol D TM 11/25/19 8CA7 M 1/4"=1'-0" SFIEET WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — • — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — WOOD CONSTRUCTION GETOND WOOD S/EAri1NG UEATNER RESISTIVE OAWFRR I WEATHER RESISTVE -2 SARRIER LAL SOM \ GELF-ADFERNG I RASH 6' SELF-ADIER►JC IL PLASHNG UEATHER 6ARWER F E618TIVE / \ STARTER STRIP \ uEATFER RESISTIVE 5ARWER -! \ — GALV'D METAL CAL%ID METAL -- 'Z' PLAS11UYa Z' PLASHNG po NOT CAULK OR I Y.' X i' 8211LATED \ UIOOD TWM MEMEER �� STUCCO C.Asm / u000TRIM MEMBER \ ` REAL GAP YNCAULKW. OR APPRDVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION ��� 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 J 14 f b b 5+�pp LL L . SUBDIV. Ae LOT ABBOTT PARK LOT #4 BLK #8 PROJECT# 04181.000-04083 "tODFyfs 1408" "DAKOTA" GARAGE 8VrMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D TE 11/25/19 SCALE: 1/4"=1'-0" SHEET �TA4 00 / —2x6 SUB-BANb W/1'x4' NOTCH a END, WRAPPED IN, PEEL 4 STICK METAL FASCIA WRAP —DRIP EDGE lltt 1\ — —1/8' TEXTURED i t __ FINISH a WOOD i \t 2X6 sue BAND 1/2' TEXTURED t FINISH a CMU / t V ; METAL FASCIA tt WRAP Ys' FROM tt ©FL AN 5 STUCCO, I' FROM t -------------------I ;a �✓ WOOD WALL t /t X—EXTERIOR WALL t �r (FRAME OR CMU) tt a \ �\ NOTE: NOTCH FOR 2X6 t SUB BAND ONLY ROOF KICK OUT REMOVED \\ it FOR CLARITY ROOF DECK (BEYOND) \\`tDRIP EDGE, I' OFF WALL NOT INTO STUCCO) \ 1 ®ELEVATIQN ®)LAN A TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH a CMU —2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH WRB LAYER 7, STUCCO WRAP(FRAME ONLY) WRB LAYER 4, FORTIF115ER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS W-8' O.G. MAX. 2x SUB -BAND WN%'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) / x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ,G SUB BAND DETAIL ® WALL SUB BAND DETAIL (P WALL W/KICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IJ 'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND LUA�'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774807E FAX 407-774407E www.abdesigngroup.com AA #: 0003325 rq 3 3usDIV. do LOT: ABBOTT PARK LOT #4 BLK #8 PROJECT# 04181.000-04083 HODEP 1408" "DAKOTA" GARAGE SWWO: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND %160 MPH EXP. C DA E: 11/25/1, SCALE: SHEET dd A6 3F-0" —1 33'-10" c I *3 1/2' io I 4^wSAB "ONC. CONC wSLAB E-all3o . ----- ----------- FM-12X18--J`.'-, 9'-0" 6'-0" 6'-0" 11'4" :'S'-8" I 1 I I I I -OP I ' TOP OF "FT SLAB 1 ¢ I m ,- -a" Pvc I Z v . N CHASE > 1 ILL I N I 1 V-3' I 26'-9" I 11 'I m 1.1 I EXTEND SLAB 1 112" L TE2_ _ _ _ _ _ — � I " I iv g•_1" 2.-8" 91-5" 4:5 112 l 5 m I 1.1 N 1 1 I LL1 I N I ILL W (—1 CONC.� 1 1 i SLAB w I' 3 1/2 1 * a I � I EXTEND I 2 ---- I 111 SLAB 11/2" � m L-1zx16 I I LL 31 . 2 I 71/2 1.1 1 I LF-C -44 FMG 3 3'-4. 5" LL1 _ FM-12X18 2X18 1.1 FM-12X76 1.1 12X18 _ — — T _1 FOUNDATION PLAN SCALE: 114" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION -0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.DINDICATED #5 BAR, OINDICATES #6 BAR,■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 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (FOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fin = 1,500 PSI, TYPE "M' OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0' O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 616 W 1.4-1 A OVER GENERAL 3 i/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY, MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOPREINF. T.O.F. SHORT LONG TE-1 8^ SEE PLAN 8" (1)#5's TE-2 12" SEE PLAN 8" - (2) #F - (+)0'-0" FM-12x18 12" CONTINUOUS 18" - (2) #5's - (+)0'-0" FMC-12x18 12" CONTINUOUS 18" - (2) #5's - VARIES F2-24x24 24" 24" 12" (2) #5's (2) #5's 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774E078 FAX 407-774-4078 www.a6Cesigngroup.com L AA #: 0003325 rq �" p IIII p to �I A ti 8UHDIV. & LOT ABBOTT PARK LOT #4 BLK #8 PROJECT* 04181.000-04083 MoDrj- 1408" "DAKOTA" GARAGE 3WING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C RO AW A AeoogwCRA L AR NO W723 , DIUNT A 11/25/19 SCALE: 1/4"=1'-0" 8HEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z T. STEEL REINFORCING IN GROUTED t STEEL REINFORCING IN GROUTED — �> — CELL SEE PLAN FOR SIZE AND Q a. CELL SEE PLAN FOR SIZE AND t� SPACING REQUIREMENTS F- ¢ Lu :�, SPACING REQUIREMENTS v_ ° +f r _ _ GARAGE DOOR Q w m U W -�- Iv __ ° w RECESS ea a I° —FM— °� g� tL p m Z 8" CMU WALL m O Q 8" CMU WALL .. CORNER BARS, SAME SIZE AS BAR I W U w w B+ _ b - Z_ +- 0'-0" o °I : IN FOUNDATION WITH 30" LEG EACH w ++ WAY AT ALL CHANGES IN DIRECTIONS U TOP OF SLAB TOP OF SLAB SO THAT THE STEEL REINF. IS CONTINUOUS U . ,I.I MATCH AMOUNT OF CONTINUOUS BARS ° ° Ig ° EXT. PORCH SLAB n �. SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4"CHAMFER (1-STORY) - :t PORCH SLA • -VARIES • .^ SEE SLAB SCHEDULE TOP OF GARAGE '-- v I :. CONTINUOUS STEEL MONOLITHIC I" FOOTING REINFORCEMENT SEE SCHEDULE N MASONRY UNITS SET '" �;0, AT ELEV: W/ 1/2" ISOLATION - • JOINT (WHERE • • 6" CHAMFER (2-STORY) 18" p4 24" W, W/ 12" IS 4" CHAMFER (I -STORY) IL. 6" CHAMFER (2STORY) a - APPLICABLE) Z SEE SCHEDULE p5 30" JOINT(WHERE.- APPLICABLE) •: EE SCHEDULE n WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY #7 42" N AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), ONO ' EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE: 3/4"=1'-0" U2,"�EXTERIOR @ GARAGE SCALE: 3W'=1'-0" CORNER BARS DETAIL DOOR OPENING 3 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" ---� LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4•' O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN u1 p 0_ I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 0 a NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB WI PLANS FOR SPACING. SINGLE SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 12"xg" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE P7. 2" CAPPED a EPDXY. MIN. EMBED TO BE PT. PROVIDE OBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO GALVANIZED PIPE Q 8", ONO PLATE EPDXY S72"EMBED. MIN. Q i6" OC SLAB W/10d MASONRY WIFLANGE BASE Q 0 FOLLOW ALL MANF. _ USP SPTH4 OR SPTH6 BTM NAIL 16" O/C STAGGERED. I SPECIFICATIONS FOR U Q AND TOP PLATE ANCHORS W/ ADDITIONAL METAL ca USE AND 1Dd 1 12" COMMON NAILS CONNECTORS NOT 4 H m PREPARATION OF O HOLE. x FILL ALL HOLES, DO NOT USE U) REQUIRED WHEN NO U UPLIFT IS PRESENT. Z w 10dxW w SECURE FLANGE TO SLAB W/(4)1/4"X 21/4'• w - o O } w SEE SLAB SCHEDULE SEE SLAB SCHEDULE TAPCONS IL .� TSLAB OP OF TOP OF SLAB 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) e �...-• _ t� , ° EQ. EQ. EE SCHEDULE EQ. EQ, SEE SCHEDULE FOR WXD, BAR SIZE FOR WxD, BAR SIZE ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY BOLLARD ��� MONOLITHIC FOUNDATION r_,_�INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 5 O � SCALE:3/4"=1'-0" (yy/ UPLIFT) � SCALE:3/4"=1'-0" (NO UPLIFT) SCALE:3/4"=1'-0" SCALE:3/4"=1'-0' LAP TOP PLATE A MIN. OF 48" AND NAIL WI 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 WALL W/ SYP No 2 STUDS SEE Q a PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO } BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL w G Q w m 6"O/C STAGGERED. U ADDITIONAL METAL v a CONNECTORS NOT of U REQUIRED WHEN NO O 8"CMU WALL UPLIFT IS PRESENT. ? +- 0'-0' _ - TOP OF SLAB SEE SLAB SCHEDULE I. - SEE SLAB SCHEDULE 0' o z a 70P OF SLAB - n • 2 OLATED" COLUMN PAD i NTERED UNDER WALL AND QFOR ° �-URED MONOLITHICALLY WITH UNDATION AND SLAB ULE SEE SCHEDULE i. SIZE FOR WxD, BAR SIZE BARWxDR ,,—AND BAR QUANTITY AND BAR QUANTITY I, x COMBINED EXTERIOR MONO - �INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD 10 scALE:aa°=,-0' (NO UPLIFT) SCALE:3/4"=l'-0" 1441 N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com " AA #: 0003325 V g'j Z SL a 0 O Rm SLJHDIV. ae IAT: ABBOTT PARK LOT #4 BLK #8 PROJECTIP 04181.000-04083 "D" 1408" "DAKOTA" GARAGE STIIMG: LEFT PAGE: DETAILS %160 MPH EXP. C DAB' 11/25/19 SCALE: 1/4"=1'-0" SHEET S1.1A DOWEL PLAN SCALE: 1I4" = 1'-0" d N. RONALD REAGAN 8l LONGWOOD, FL 32750 PH: 407-77"078 FAX 407-774-4078 www abdesigngroup.com AA #: 0003325 IR 64 a a��9f suBDIv ac LOT: ABBOTT PARK LOT #4 BLK #8 PROJECT# 04181.000-04083 'D'�{c 1408" "DAKOTA" GARAGE STUNG: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C D� it /19 SCALE: 1/4"=1'-0" SHEET St.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM I J, VARIES PER ELEV. #5 BARS �' m. g a 0 CLEAN OUT REQUIRED Q FOR INSPECTION m v 0'-0" FIN. FLR. - TIE RTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK �� -•- - BAR SIZE 48 BAR DUI. Z W #3 18" #4 24" m U #5 30" #6 1.. #7 47' HORIZONTAUVERTICAL �1 REINFORCING z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND (L w SPACING REQUIREMENTS mW U Z 8" CMU WALL -0. o. m TOP OF SLAB ° TOP OF SLAB '—, SEE SLAB SCHEDULE W EXT. PORCH SLAB BAR SIZE 48 BAR DIA. f > 4" CHAMFER (1 STORY) - O W/ 1/2" ISOLATION 6" CHAMFER (2STORY) 18" ro U ° JOINT (WHERE #4 24" — APPLICABLE) Z MATCH STEEL #5 30" REINFORCEMENT 6" PVC CHASE - PER SCHEDULE THRU FOOTING #7 42" 6"PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVDI LONGWOOD, FL 32750 j PH: 407-774-6078 FAX: 407-774-4078 wwwabdesigngroup.com AA #: 0003325 m a will Aa da NIL H SXMDIV. & LOT: ABBOTT PARK LOT #4 BLK #8 PROJECT# 04181.000-04083 'Das1408" "DAKOTA" GARAGE 3NIA7G: LEFT PAGE: DETAILS 160 MPH EXP. C DRINT ATE. 11/25/ 99 SCALE: 1/4"=1'-O" SHEET s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1Od x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER e 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE ® INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = 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 (f0 SIZH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1) #5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS iM-6Nw I SAFE LOAD -POUNDS PER LINEAR FOOT I I 40181e.6eBeM SAFE, 'PAD I 41111W-611111111 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH --------� O10 3'4M (427 PRECAST 2231 Nor (4en PRECAST lees 44" (54-) PRECAST 1509 5`4" (64-) PRECAST 1217 FAD' (70") PRECAST 1052 e'e' (M PRECAST We T4" (=0'9 PRECAST 743 84" (112) PRECAST 04 10�r (128) PRECAST 475 114" (136) PRECAST 362 174P (144") PRECAST 337 ,S4" (18n PRECAST 296 1*-V (16e") PRECAST 279 14'4" (176n PRESTRESSED N.R 194" (184-) PRESTRESSED RR. 1T4" CAA PRESTRESSED N.R ,94" CAM PRESTRESSED NR 21'4" (25011 PRESIRESSED MR 27.0" RB<9 PRESTO MR 24'4• PRESTRESSED Omm000m OmmOm�m mm0000m OmmOmmREM mm00000 momomoo arm m0mr_=rT wt1' mm0000v 0®DmmK=m ,.0 s3mm000mv mmmom== mOmO©m10 Omm00���1 oommomol oom0000''. mm00m00' ®omomoo mmEmmOm00,, srms/mmmoov' ©mmoo®0''. mcm""mcm ' mmmmmm®' mmmmOmO mmmmmmm mm000mm O'e67 RR - - _m . _._-. _ _-_ - -___ _.. m z4w ew .. lax (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TANK FROM `SAFE LOAD TABLES" BY CAS ORETE MAY 2016 EDMON -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS LENGTH LENGTH T-r On PRECAST 102b 1024 156e To on PRECAST 4'4Y Ne") PRECAST 785 783 1309 C-V (4n PRECAST 4'4Y (54-) PRECAST 582. 591 1073 N-r (54") PRECAST 44" (84') PRECAST 411 411 745 S4" (64") PRECAST 5-10• (M PRECAST 340 339 616 5-10• (70-) PRECAST S43" (76") PRECAST 507 721 400 641" (7S) PRECAST T-0" Mn PRECAST 424 SM 383 T4P Rn PRECAST S4" (1121 PRECAST 328 512 230 98 (1121 PRECAST 10 V (1287 PRECAST 284 401 180 104" (12n PRECAST 11'4" (136) PRECAST 260 452 154 11'4" (13in PRECAST 17-0" (1447 PRECAST 7,44 402 137 17-V (144-) PRECAST ,3'4" (180") PRECAST 217 324 110 13'4• (18n PRECAST IN4r (16n PRECAST 205 293 100 l4'4Y (16r PRECAST 14'2" (17n PRESTO N.R. 254 91 lN4' (176') PRESTRESSED 164" (181r) PRESTRESSED N.R. 260 83 1S4" (184-) PRESTRESSED lr4" MITI PRESTRESSED N.R. 194 84 17'4. Wr PRESTRESSED 1C4" Mn PRESTRESSED NA 148 52 19'4" Mn PRESTRESSED 21'4" On PRESTRESSED N.R. 125 42 214" R581 PRESTRESSED 22'-V C011 PRESTRESSED N.R ,le 40 2ZV Re49 PRESTRESSED 2V-V (288") PRESTRESSED N.R. 91 33 ZV-W On PRE87FEM (A) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MNMOA 4. OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 1"126.03 N 6'-W 8F16-4T/0M/0B T4" 8'-0" U.N.O. PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0" U.N.O. 1 1 1 1 1 1 1 1 1 1 e 1 1 1 j 8RF14-lT/OM/OBj 1 1 1 I 1 7 1 R 10 4'4• , 1 8Ft6- 1 i 1 ♦ lT/OM/OB I 1 1 1 5'-10^ 1 8F20-1T/OM/1B 18F16-lT/0M10B ; ~� 17'4• :I- - 1 LIFT BEAM PLAN SCALE: 114" = V-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 A, 0 O F aysaiv � LAT: ABBOTT PARK LOT #4 BLK #8 PROJECT* 04181.000-04083 MoDr, .: 1408" "DAKOTA" GARAGE 37YII1G: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C DATIL. 11/25/19 SCALE: 1/4"=1"-0" SIMET s2 NOTES TO THE INSPECTORICONTRACTOR #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK — 30" TYPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" PQ,�gF� IT IS THIS ENGINEER'S INTENT THAT XFXX -1 T/1 M/0B INDICATES A DOUBLE BOND BEAM AND XFXX-1T/OM/0B INDICATES A SINGLE BOND BEAM PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. )� F = FILLED W/ GROUT U = UNFILLED IOMINAL # OF #5'S, IN 2ND BOND VIDTHBEAM COURSE 16-1T/l / B NOMINAL—�� HEIGHT n nc xrc TOP 1COURSE # OF #5'S, BOTTOM PLACED IN LINTEL WINDOW PRE -CAST .31 - WINDOW Z SILL SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION BOND BEAM 1#5 TYP.8"x16" BOND BEAM 1#5 *8 8xi6 DBL. BOND — TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR .`. BONDB—EAM�- GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL Wl #5 BARLENGTH OFIBAR WIDTH OF MASONRY OPENING-r' OR BEAM DESIGNATION 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS B Tno , PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2.6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZEA45 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 1 W O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT 6" OSB SHEATHING IU WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.com L AA #: 0003325 a W �QQ w lu 4 BtioDIV. Ae LOT ABBOTT PARK LOT #4 BLK #8 PROJECT# 04181.000-04083 'D" 1408" "DAKOTA" GARAGE STrMG: LEFT PAGE: DETAILS %160 MPH EXP. C ROW D A ABOCChIAM L AR NO 93723 DA E:: 11/25/19 SCALE: 1/4"=1'-0" 8i1ZET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, 177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. m m m m CJ1 c CJ3 CJ5 1A 1 A2 A3 A4 A5 1A AB 1 A7T ATT A7 A7 A7 A7 AS AS A4 A3 A2 1A AIG .1 CJ5 q CJ3 cil 1' I' �1 --- ---- - — -- - - - — — 1' FRAMING PLAN SCALE: 1/4" = V-0" :J1 :J3 :J5 IA 1 `lj 0 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w abdeslgngroup.wm AA E: 0003325 V g a 14 y. O 14 CZ !;'A stmi / Ac LOT ABBOTT PARK LOT #4 BLK #8 PROJECT* 04181.000-04083 mom; 1408" "DAKOTA" GARAGE 5TfMG: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C DA=: MT 11/25/19 SCALE: 1/4"=l'-0" SHEET s3 A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 1n" TO TRUSS. FL#17680 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP B-(2) USP HTA16 TRUSS ANCHOR WITH (9) 'ROOFNVALLffLOOR TRUSHTWMS ANDil010�4° n P 1!4" 10d x 1 112" TO TRUSS EA STRAP. FL#17680 SHEATHING CONT DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" POUREDTAPCON IN EL POURED LINTEL "OVER TRUSS (NOT SHOWN) NOTE: A PT SYP #2 2" x 4", # 1900 UPLIFT (2) USP 6", 8" x 4•-0` MAY BE ADDED HTWM20 INSTALLED ON PRE TRUSS W/ 10d NAILS, 2 ROWS, 3" OPPOSITE FACES OF O/C TO FACILITATE ONE BLOCK WALL W/1010d TO _ ADDITIONAL PLY MAX. TO TRUSS AND (4)1 /4' x 2 114" TAPCONS TO CONT CONTINUOUS BOND BEAM TO ix2, 2x WOOD FASCIA ACCOMMODATE TRUSS POURED SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O!C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LB5 (1 STRAP) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2430 LBS, LA 310LBS (2 STRAPS) 2" COVER 8 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b SCALE:3/4"=V-0" 3 GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN I (3)12d @ EA. BRACE WI(3)TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING SEAMS) 0•-0" TO 30'-0" (1)'X" BRACE 30'-1" TO 60•-0 (3) "X' BRACE SECURE 2x8 PT. PLATE (1)-W- BRACE @ CENTER TO BLK W/ 1/2" DIA. (2) "X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED Wl (2) 10d•s @ EACH TRUSS TO BE INSTALLED @ 19-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:3/4"=P-0•' NOTCH DEPTH 1/4'D THE USE OF ALTERNATE MATERIALS MAY BE DIAEDGMETER METERL.STUDUSED SO LONG AS THEY CONFORM TO THE OUTER 113 SPAN ON YOFFOLLOWING HOLE EDGE >5/6" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS N 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 THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RTi6A(FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, OLE DIAMETER ANDF2FORCESALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE P< 3/5'D DBL. STUD SUBJECT TO Fi AND F2 FORCES. STUD NOTCHING (1 AND BORING LIMITS 0 SCALE: 1 to"=1'-0" ALTERNATE MATERIALS 11 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774407E www,abdesigngroup.com L AA #: 0003325 2 y+( BunDIV. ae LOT: ABBOTT PARK LOT #4 BLK #8 PROJECT* 04181.000-04083 "'D '1 1408" "DAKOTA" GARAGE 91ri1JG: LEFT PAGE: DETAILS 160 MPH EXP. C DATE'. 11/25/19 SCALE: 1/4"=1'-0" 3 HEET s3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT o PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 112" DIA. ANCHOR BOLT W/ 2" _ WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED Q 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-U' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32150 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA S: 0003325 b rq q _ V y bool Ro n g s c BUDDIV. ac Lo ABBOTT PARK LOT #4 BLK #8 PRE OJCT* 04181.000-04083 "" 1408" "DAKOTA" GARAGE 81rMG: LEFT PAGE: DETAILS %160 MPH EXP. C P&Aw A ABOUCK4M 61 AR NO 93723 701,14 DATE: 11/25/19 SCALE: 1/4"=V-0" SHEET S3.1B 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA. 4'-(Y' O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-W (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) X' BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-8 FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE =, "ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. IN tx2, 2z WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED WI (2)12d's @ MASONRY BOND BEAM EACH TRUSS SEESCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN sDALE:3/4"=,•-°" PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwAbdesigngroup.com AA #: 0003326 W a � � 6 O p C b �pp 0 f: 0 BUBDIV. & w7l ABBOTT PARK LOT #4 BLK #8 PROJ=Tp 04181.000-04083 isoDas 1408" "DAKOTA" GARAGE SIFMO: LEFT PAGE: DETAILS 160 MPH EXP. C D.&TW" 11/25/19 8HEET s3.1c IN AR V W(xE-ENO F =A ROOF WIND DEIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 18.52 PSF (28.52) ZONE 2 = 3273 PSF (42.73) ZONE 3 = 5114 PSF (66.14) 'A"= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT, 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 12" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 112" 0.120" 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -JAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE. NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR 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 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Bd RING SHANK GUN NAILS @ 4" O.C. .. TOP & BOTTOM EDGES .- Z . Z � w z Z Q U 1n0 z n J Z. Y Z CD . m I a'n ZW 0w Z = U Cd O e R M TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHFATRUS ==mienommmm �� mm� ��\� ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Bd RING SHANK GUN NAILS @ 6" O.C. IN FIELD J Y Z Q W w U W CD W W U LL))Q U 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELDor Bdx21Y2'SCREWSHANK co O PNEUMATIC SCREW -NAILS @ 12" 0.6„IN LO a <o FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL. ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6I1 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK, 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 SLABOWGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXEI" AGGREGATE SIZE SHALL BE 3w WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 31C. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. ED = 1100 PSI AND A MODULUS OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABS -OK RIXROWHERE INDICATED ON ELASTICITY = 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 61NCHES AND SEALEDWITH ADFESNETAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 POE OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS- MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. 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 #2 WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al 85, 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. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: 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 ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psfAND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REV20 psf TOP CHORD-nonconwrtBM TYPI MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36' 10 psf BTM CHORD-norvcon nt #5 BAR - 30' #7 BAR - 42' PROVIDE 36-x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. 16 pef TOP CHORD 20 psf TOP CHORD (7 Psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 pf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf 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' SY 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 0.036' 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 -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND -TPUWfCA BCSI 1' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY WE LOAD 60 PST WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pf WIND: DEAD LOAD SPEED =1R2017) MPH 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 S (ASCE EXPOSURE C, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE ATTIC UNINHABITABLE ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 20psF, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pst, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200Ps1, GUARD IN -FILL COMPONENTS: 50pf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pf, 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 REVIEW: 'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ASCE 5fTMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED ByTHE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC, ALL BLOCK WALLS SPLICE BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM G90, GRADE fin = i5W PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3W0 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIXSHALL HAVE A MAXIMUM 3/8' CONNECTORS" BY LISP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATION/ SITE PREPARATION: "M" "S' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 p(, FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR STALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM HORIZONTAL AND VERTICAL MORTAR JOINS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE M SHALL BE THICK UNLESS OTHERWISE NOTED. REMOVVEE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. BE THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE 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 BE MADE BY THE GEGTECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3.000 PSI REGULAR WEIGHT FOR BEAMS. COLUMNS. AND 5' STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PACEMBIT. CONCRETE SLUMP SHALL NOT EXCEED S" tl-PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOAED FROMAWEII WATER IS AWED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED 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 EARTH AND/OR WEATHER 1-12' FOR Mi AND SMALLER T FOR Mi AMID LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1117 FOR SEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIR/ WS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL RESAR 6 X BAR NO. (46 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE 8, TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER nrRuurxlN sDE TYRE svAcwc RESNIM9 nRRuaTxx/ TVEE vncwc RENNRx3 —TEURRs/c TO N,�saNrerlcoNc. RnRDENEocox oNc. a oc DcaR- Du. /SHER sa:oN NwsoNRr rac .. SGD, K. EXT.DW0.5 . Rr sEE WrE oISF HxRDENEO COIL I rwc —1-G. roc ncGERE srro D woowmooru FASTENED sno Niso'nrmaNc. —GE DODR BUCK ioN aamrxxx+c —D— w.s�b:a EmnNs--T �. FENDED., Dsr . wWoowwCK \EHARDENEDO x srAccEREo wBaDOwNOOR/EASTENEO "To swsaNRncoNc. .nwHnv colic. CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS Exi S1VMG WOR E NOTE6 DWI w1ASHER TNER EA40 tYOC 11?—D,WEW. DST., 11?EDGE DST. NON-BERPoNG WOOD WALL TO CONC. SIFB 1?' E%P x]N 'EMBED 4'ENO W/WASHER OM DST.. 3"EDGE DST. NIDOVI BOCK PT ^E E DGE DIET 1? lO STEEL COL, GEE 1.SSTAAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325..... q a W O I oil... � @@ 5 @ 5 44 j E Q 2 SVSDIV. dt LOT: ABBOTT PARK LOT #4 BLK #8 PROJECT# 04181.000-04083 1408" "DAKOTA" GARAGE 9M/ING: LEFT PAGE: DETAILS 160 MPH EXP. C O. -.• . : • • V 31 L PRINT 11/25/19 DATE: SCALE:1/4" 1'-0" S SN1 r r AN