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HomeMy WebLinkAbout7917 Broad Pointe Dr99 1408-DAKOTA99 HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Tal= (813) 740-9720 Fax: (813) 740-9715 WITH ALLL S ; I i 'O�sVt3 CODE4,�EvAiLIN CODES FLOF�tt.f,'� NAiIONAi.. E1- A®HE CN1 rIF, FPHY F, ILLS ORDINANCES TEpEC � 1 2020 gS\qF®EpNYRH1t poN 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 .pwmA MMING COIF, 1,. gT{ gIMOp ( 7' • ALL IDM AND STATE CODES .00CUPANCY - RESIDENTIAL, GROUP R3 CONSTRUCTION TYPE - VB • YIN. INTERIOR FINISH - CLASS B • BASIC RIND SPEED - Vult=160 MPH vAsa=124 YPH :EXPOSURE_ ° 1-STORY RESIDENCE •2-STORY RESIDENCE - MAX, HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. LAVATORY ADC AIR MUM. LUMINOUS A/C AIR CONDITIONING M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S. NOT TO SCALE. CLR. CLEAR O.C. ON CENTER CONc. CONCRETE PL PROPERTY LINE OPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLY. PLATE DEL. DOUBLE PIL PAIR GOD D.G. DUAL GLAZED PR PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. IDMENSION R. RISER DISP, DSPOSAL RAD. RADIUS DP. DEEP R-A.GRETURN AIR GRILL DR. DOOR REF. REFRIGERATOR RM. ROOM DTL. DETAIL PO� PLO. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXT DR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.GJFX. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL.GL. SLIDING GLASS FLR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK THICK GAR. DISP, GARBAGE DISPOSAL T.O.C. TOP OF CURB TOP. TOP OF CIRCUIT T.O.S. TOP OF SLABS RUPTER GFI INTERRUPTER GL. GLASS TYP, TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF MDR. HEADER W. WASHER HOT. OR HT HEIGHT Wi WITH fNSUL. INSULATION WD. WOOD MT. INTERIOR W/H WARJERHFATER W.I. WROUGHT IRON DATE DESCRIPTION aDeET ARCHITECTURAL SHEET DESCRIPTION 030" ADDED 2X6 ML ISEWI D USHER I DRYER PG Cl—COVER SHEET PG GN— GENERAL NOTES PG AI —FLOOR PLAN PG A2A—ELEVATION PG El —ELECTRICAL PLAN PG PI —PLUMBING 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 064M ADDED LED LIGNib. KITCHEN 4 OATtROOM6 06MM ADDED" PATIO OPTION 10011% DELETE ARCM IN HALLWAY PER MARK BdtES OV01/!O REPLACE IMP CONNECTORS WTH BN M°BOI CONN3CtOR8 O3m PL,yrMq O1IO9R® ADDED RADON PLAN OW40 ROOM TITLE CHar,E • 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 SQ.FT. CALC.'S LIVING I40O Sa FT. GARACaE 424 60. FT. ENTRY w $o. FT. TOTAL 1846 $Q. FT. BWO PATIO w $a FT. STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.IA—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.IA-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG SNI-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAIUNG 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. AS DESIGN GROUP TAKES NO RESPONSDBILXN FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.wm I AA 11: 0003325 C q lip 8tMDIV. & LOT: ABBOTT PARK LOT #14 BLK #15 PI20JECTy 04181.000-14151 1[ "*1' 408" "DAKOTA" GARAGE OWING RIGHT PAGE: COVER SHEET 160 MPH EXP. C SLP Dmpm A 08/31/20 IICAL.E 1/4"=1'—O" 8*mmT C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SITE Wows 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. 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 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 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 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 ARCHITECTIENGINEER. 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 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8INCHES 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 /rINCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THANIA THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN 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. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 1- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TCONTROL IL SU S 0 SO EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. 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 TERMITE 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: 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 WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR 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. PLUMBING 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. EXTERIOR WALL COVERINGS 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 FINISM 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-C1D63-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-1 to & 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-Cl O&3 -15A 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. 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 1/4' TYPE 'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S 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, EXTERIOR 30FFIT3 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. M N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.ebdesigngroup.00m AA 4: 0003325 StmDxas LOT: ABBOTT PARK LOT #14 BLK #15 Pv ROJECT/ 04181.000-14151 momjj� 1408" "DAKOTA" GARAGE SWINO: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C D � 08/31.120 9CAIX. 1/4"=1'-0" SHEET 16. GN 3B'-0' I U oI111101111'0 0!1111N11119a oV1111111111110 �� 011111111110 '11 i tyl'I1p mum ME ME m . Q o r_ m o s r ' I M o :M. ;4 w 10 • • FORr ME m ME %i '= ma V . Q '.'', ., i taL'11 I f"111111111110 01111111111rd 4111110 101111110- SQ.FT. CAM'S LIVING 14" W. FT. GARAGE 424 SQ. FT. ENTRY 16 SQ. FT. TOTAL 1648 SQ. FT. 848 PATIO 80 SR FT. ass emm Z01E 11DAl1111DOM FE091 XVTVFE FOOIAIE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING IB 5 33/-43 DR. MIN. CRITERIA SJ3D. MIN. 41 5 31/-39 CRITERIA 16010 OAD. 112 5 281/-313 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.-H. EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TJED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUC MANUFACTURER.OXIMDAIS DBL. TOP PLATE 9 DLR DETAIL E. I'-0' FLOOR PLAN SCALE: 1/4' • I'-0' NOTE, -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 WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOM5-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003328 h 0 sill! SU13DIV. de L.OT: ABBOTT PARK LOT #14 BLK #15 PROJECT# 04181.000-14151 'D" 1408" "DAKOTA" GARAGE SWING: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C Stl, '{ K DA1'E: 08/31/20 SCALE: 1/4'•=1'-0" SHEET Al ./-16'-4' BLDG. HGT. Io 1 FPCN I ISHINGLE RO 1 'xlb' S OF BRACKET SIDING AS SPECIFIED ITYPJ OFF RIDGE VENT AREAOFATNC = 2364 SO, FT. NET FREE VENTILATION AREA REQUIRED = 3/300 REQUIRED VENTILATION AREA DR /300 7.88 VENTI LATION AREA X SO, INCHES PER FT.(144) = 2134.72 SO, IN. MN. REQUIRED VENTILATION = .5X 113472 IN UPPER PORTION OFATTIC - 567.36 SQ IN. OFF RIDGEVENTILATION AREA = 125 SQ IN. PER VENT 56736 /135 TOTAL #OF VENTS REQUIRED = 493357 TOTAL# OF VENTS PROVIDED - 5 `AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (E)MRIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED 5'-0' BRG. HGT. HGT. IS'x63' DECO. 1313 I I 4B SHUTTER 45 IF a OPT. COACH g 9 LIGHT 4' RAISED ( ;q `9 `b BAND TYP. F[E 00 LR, ,�0'-0' FIN. FLR 0'-0' FIN. FLR, �— _. FRONT ELEVATION REAR ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH SCALE: 1/4 . 1'-V TEXTURED FINISH NOTE, WALL FENESTRATION FLASHNG AS PER FBCR R103A OFF RIDGE VENT OFF RIDGE VENT i�S 5'-0' BRG. HGT. �, ��. ` ,i8'-0' BR:a. HGT. 2'-b I 4B I I II 0'-0' FIN. FLR . ------ I I ------------------- - — - — - — - — - — - — - — - — - — - 1— 0 -0' FIN. FLR LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT W-O' BRG. HGT. I'•0' I'-0' � v IX4_601 Oel 0.0' FIN. ---------------------------------------------- I I------- ,►0 0 RIGHT ELEVATION SCALE. 114 . I'-V TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 C SVSDIV. de TAT: ABBOTT PARK LOT #14 BLK #15 PROJMT# 04181.000-14151 ID" 1408" "DAKOTA" GARAGE XIFMG: RIGHT PAGE: ELEVATION "A" %160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e 125V OUTLET 20 A" SHUR POLE n0V OUTLET IIOV OUTLET NTOEGQ OU7ONTLET AREO 4 am SOY CUTLET tONYYYlNCIFPAIL A4fERIPRDw fTPER RESRtANT tTPE/ 22ov CUTLET (4) AM CONECTKN yWIPR IM QGOMM GPI CUTLETn ►41mEtM1ElT WATCH WATCH 3-WAY OMER WA WATCH 4-WAY OPE R /t74 IM WALL MOED Law CEILNG LIC+HT © LED CLG LIGHT ©vp LED VAPOR PROOF LONT O VP VAPOR PRam LI6MT Op 1 CAN ® YINT. PAN 1 CPH PER S6 PT. YSNT. PIN tlYL10N1 I OM FR S0. PT. V PI ium reF16c's Tao Er R 7-BLW CRAP ® r L ) .Roles FLUOULONT2-EULB YIEAP • (6UIfACE MNTJ� } 2' PLUORAIGCM 4' FLIOPINSO@R .-�—e-r d 4' 7RK% LM rr O PANEL METER • SD. EMo a 12ETEGTOR PLAT- 662LuP66C1E LAM Wcy6eo m Rif ICU WALL PIOINTED Via" DETECTOR esTr. w4a[.ur W-WAH WEE CAPICK MP40MMtl6� SM" P" � NPR -CONNECTED ® S/CO OO,BO SHALL EE A DRTANCE OP NOT LOG ndN 4• MMANT LIGHT Ll� NATURAL GAS GUTLirr ► TELlPNCPE JACK WEr IWLTER HEATER mmmnmw— M2jNLjLzyAmm ONIC4NNICT AIR CONDITIONU6 DRCQtfCT TO Ed 2wv Uko' M Hal C" rL• l TL"O'ON JACK LM 01M OMQRPW QA-ECX To WE SUTORTED N ACOMWANCE V aOX MARCWD AS & CH MR CXLNS Max Poll . CEILN6 PNIILIGHT TO SE SUPPORTED M 1'P IAPIKEP ADO 0 ruRaD I► aUICM fwe onna 24- NCMOESMT LIGIR STRIP 26' INCANDESCENT pnnncn LIGHT STRIP nnno 4Y NCA/DESCOR L INT STRIP PLOLO LIGHT OPL eEcuETT KEYPAD • PE. MEN-WUROI PM Ci4ES um row LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TO 6E VRRngw • HOMEORNER P R111-o"71R ICTIOv MEETNG • ALL 0 4 20 AMP WRMICN CUCUITS TO WE ARID FALLT PROTECTED PER ELECTRICAL PROVISIONS OF MW ITN EDITIaN (ten) 4 NEC 21012 29N4 EOnION. • ?0 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLANO (NOT ON KUTCIEN ORCWT) • DI MA"R PW4N KCT TO WE LOCKOUT N PANEL • MATHRDOI EX04AN6T PAN TO "YE PEN. . CAPACITY OP 60 0" NIEW"TENT MR ELECTRICAL P14"SICW OF SECTION MI60'f3 I STH Remo [2Rn1 • LAUNDRY ROOM RECEPTACLE SHALL WC GROUND PAULT GIRGIT-NTlRItlIPIER PROTECTION POE PER6CNEL ON PEEDER6 • WRING NETHOO 6WOLL WE NON METALLIC CABLE PER ELCCTItlCAL PROVINOW OF PSM ATH RO (2011 • ALL WORK TO COMPLY AT14 ELECTRICAL PRDN610N6 OF THE PICA StH ED r2/n1 • ALL LAMPS MALL SE --Tv— SY BUILDER AND 2 Vta Of LIbRNG FIYT iWE E!lltlT EAPIDRIdT TTPE 1•EIt EFPICIEIOY) 21on. &M3 EDITION R4011 PATIO W l IN r13 AI S/CO PRE -WIRED y)M�'•( CLG FAN I J \� OUTLET ITCH IN \\ FOR DW CABINET \�� GREATR00M 1 1 \ / L L r=_ 1 / D. I • Z I i ( GF 1 / —1t I PRE -WIRED ® CLG FAN BEDROOM#3 \�\ _ \\ BE)ROOM#Z f 1'7TC`. ' ENTRY PRE -WIRED CLG FAN \ IaTCI®N / HOOD WIRE W/ 1 OUTLET FOR f FUTURE MICRO f h I 1 \ ITT I PANTRY SD. Qfl �O PRE -WIRED CLG FAN `P8. FOR 42' --, Tr / GARAGE AFF' / DOOR i I 1\ L--- \ WALL MOUNTED \ LIGHT W/SWITCH IN \ ATTIC \� BOLLARD W AS REQ. 7d PER BLDG. a GARAGE coDE P9 GFI CLG. IRRIGATION OUTLET OUTLET • 48' A.F.P. \\ FOR CHIMES -------------------` --'7-- `- OPT. \ ---- —��� COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' tl I'-m' METER FIELD VERIFY LOG. WP Panel MAIN - A PANEL: O/14txpMbaetlktlr VOLTAGE: IM1240V4Pn MAN: MAW M.C.a FEEDER:"" Cu TMWNL1-4a Cu(G)In 11Q'C. OR""ALP NA1-M Cu(G)I 11r2'C. bt1 2G Fslxror nac ecu GFl4vTW ~3pa N12 2 1"—Nmm 1000 9 soxce 990a CC.U.I 3 2 Aa PANEL - A PANEL; 42 art beaker VOLTA0S:/20/240VAP0 NAN: 150 Amp M.L.O. FEEDER:"" Cu 714MA 1-R Cu(G)ln 11lYC. OR 34200AL THAN A I-46 Cu(G)b 110 C. WI" 0.pal Prato pt2 2G 15pnt.1 2spo•tl Gfl A '6 Cryx GFl 2 WO a P"n aa.x c" .12 Wn N .112391Spa• xY S�Ite PFOea spxe Demand �n. oau bqI 427W AEGMVMTMNa pGpp:,L kGL,TIk!Lkk,PtFk m7. vaol ncnuL'rrtll,reaaL.a poao a• +poop tl a uclpm w� LOAD CALWLATIEI IR RAND ON NYC NON+ XNCDEIT LOAD cmnectea Loeawms JJBo9 rntl oe" a!2.p wm; +N.3 Gananl ARee tANS LoM uaa 3W1 42a4 _ at 85NYlIORat 100% Sec (we¢a BS 42N CANS tlNe Taal lJaN G.xtl Lt3 aka Pecan a 47) 421N 13T 1= L l\ I 1;15 • I 1 LED LIGHTING C SINGLE LAV. BATH I I- S3V-3- I / LED LIGHTING C SINGLE LAV. BATH 2 PROVIDE 34/0 CU, THWN a 1% CU IN 2' CONDUIT OR 3 •M0 AL, TWIN . 116 CU N 2• CONDUIT OR 2/0 AL. SEAL [CONDUIT TO TERMINATE ABOVE SOFFIT • OVERNANGJ 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBNATION SERVICE .0 AMP DISCONNECT SWITCH AND 120/240 VOLT GENERAL NOTES, M ELECTRIC METER IN I PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLOOL COMPLY WITH ELECTRICAL PROV1510N8 OF THE FBCR &tH EDITION [201V- LOCAL CODES, AND ALL LOCAL POWER COMPANY REdJIREMENTS. T-1 D. ALL CONDUCTORS SHALL DE TYPE TH N/THM UNLE66 l l NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE BECONDARK ELECTRICAL SERVICE. PROVIDE 3 •1 COPPER (CU) N I-V2" DIA SCHEDULE S0 PVC CONDUIT OR PROVIDE 3 02/0 ALUMNI[" (AL) IN 2" CIA SCHEDULE 60 PVC CCNDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO DID. TELEPHONE SERVICE LADLE TELEVISION EQUI MICE 6ERMCE ENTRANCE CdJIPNENT EQUIPMENT INTERSYSTEM DONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED ROOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (201T). S/S" CIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32760 PH: 407-774607E FAX: 407-7744078 www.abdesigngroup.com AA 6': 0003325 V h O Bt 18DIV• /C LOT: ABBOTT PARK LOT #14 BLK #15 PROJECT* 04181.000-14151 ID" 1408" "DAKOTA" GARAGE gVnNC;: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C E D TE 08/31/20 SCALE: 1/4"=1'-O" SHEET E1 a a "a m SINK I I Q O �- 010 I I II OPT, i REF � ci ® a 2' �R L Ur- v. al — — — — — VTR KITCHEN 1 1/2' SINK W/ U IL-----� AUTO VENT I I IR' 1 1/2 I Imo. I i/2' 3• I �' ------ _ I - m c TUB 211 LAv LAV 1/2 1 1/2 3. 9 WC 3 3' WC 3. WASHER SHWR 3' 3' CO 4 4 — — TO MAIN -------------- PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE. 1/4 • F-m' d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www,abdosigngroup.com AA #: 0003325 M lip SL79Drv. a LOT, ABBOTT PARK LOT #14 BLK #15 PROJECT 04181.00 —14151 i[ "*'1 1408" "DAKOTA" GARAGE gVnNG: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C DA M: 08/31/20 SCALE: 1/4"=1'-0" SHEB: P P1 yPERq.e�1 2X4 TOP PLATE PEA r Y VI' CLG. BOARD 1/2' DRYWALL SECURE BT. PLATE TO SLAB W/ 10d MASONRY lo NAIL • 32' OG. MAX FIN. FLR PRE -FAD TRUSS 2X4 WOOD STUDS •24' or_ SLAB NOTE; STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (H)TYP. INT. WALL ( NON— BRG. ) D1 SCALE, 3/4'.I'-0 FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505.1.1 ON J' ObU5. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ETNG TRi186 740;t�," MTL. DRIP EDGE2x FASCIA PERELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND—v CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLk. V— 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM D1 SCALE:3/4'•1'-0' ___—CALK wo w� i F r•ve asi rox •A• us a• h' •Yr. •L aD. •oco ar YB GAS LINE THRU BLOCK llp-vrua. vr— FIBERGLASS SHINGLES OVER W FELT PAPER OR FIBERGLASS SHINGLES SYNTHETIC PRODUCT, OVER •30 FELT PAPER INSTALLED PER SECTION OR SYNTHETIC Rwb.I.I ON J' Obs. PRODUCT, INSTALLED SHEATHING OR I' COX PER SECTION RWS.1.1 PLYWOOD SECURED PER ON �' Ob$. SHEATHING FASTENER SCHEDULE OR J. COX PLYWOOD 5/a' GYPSUM BOARD SECURED PER OR 1/2' HIGH FASTENER SCHEDULE I' m' STRENGTH CLG. TYP. BOARD REFERENCE MTL. DRIP EDGE O.H. T STRUCTURAL 2x FASCIA PER ELEVATIONS SEE ENERGY CODE FORMS F� INSULATION R-VALUES PRE-ENG TRUSS� VENTED SOFFIT REFERENCE STRUCTURAL PRE-ENG. GABLE TRUSS MTL. DRIP EDGE PER ELEVATION WEEP SCREED 2x FASCIA PER ELEVATIONS 2x P.T. SECURED PER INSULATION VENTED SOFFIT STCTURAL DETAILS RU WINDOW ATTACHMENT ASPERMANUFACTURES CIFITION—� I r REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OZ. I/2' THICK, 2 GOAT PORTLAND a. CMU CEMENT PLASTER APPLIED I!1' THICK 2 GOAT IR' GYP. WL. BD. DIRECTLY TO MASONRY PORTLAND CEMENT �— WOOD BASE PLASTEAPPLIED DIRECTLY RTO MASONRY _ 00'-0' FIN. PLR a. m .. 4 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE. PER SECTION W5.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT 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 0226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6'151 W TrIIOC 2 COAT - rOIRLA 10 Cmlw PLMTM ATLa'.D DUMMY TO 114AMW xeD a GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0' 2X4 SPF 24' O.C. MAX. SOCKING BETWEEN TRUSSES ECURE W/ (2) 12d NAILS • EA END 2x BLFIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER • FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rw5.1.1 ON J' OAUS. 71� STIFFBACK AT ALL UPRIGHTS SHEATHING OR J' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG UD. TRUSS TYP. MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER ELEVATIONS CONT. 2x RAT RUN SECURED PER STRICTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES PER ELEVATION WEEP SCREED 5/9' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY —REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. ILL. BD. 6, cm �— WOOD BASE N. FLR . — 0'-0' FIN. FL R a' CMU G .a 4. n W/ WINDOW OPENING TYP. WALL SECTION n B NO OPENING (M1—STORY GABLE BLOCK WALL D 1 SCALE. 3/4' • I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774b078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 R a 8 m y � g #3 StmDIV. a ULOT: ABBOTT PARK LOT #14 BLK #15 PROJECT* 04181.000-14151 1408 "DAKOTA" GARAGE BITING: RIGHT PAGE: DETAILS %160 MPH EXP. C IEV mm DptlN 08/31/20 BCAm 1/4'=1'-0" 8FIEET D1 im 2X6 P.T. • CENTER OF DOOR MADER SECURED W) (U 112' X S' J-DOLT W4' MIN EMBEDMENT W)21x21x VS'WA m4NUT OR W (2) 1/2' X S• ANCHOR BOLTS W/7'X2'X VS' WA"R 4 NUT 00 C SECURE 2x4 ON m C] FLAT TO MA I8 W/ MASONRY NAILS. 2X6 GARAGE DOOR 6CK SECURED W) (5)1,2' X 8' J-BOLT OR ANCHOR O DOLTS. W/ 4' MIN EMBEDMENT, W/ 2' X 2' X VW W48NER 4 NUT. (U WITHIN S• O' TOP, (1) WITH44 W OF THE Dm, (3)EVENLY SPACED. 17 i7 NOTING. ALL ANCHORS 89ALL BE IN ACCORDANCE TO MANPACTURERS INSTALLATION SNGTI4WCTION6 UJW 9,Y.H 1N6TRUGTIONB ARE MORE STRW6ENT GARAGE DOOR 1 BUCK ATTACHMENT cxtvr.r-•' CAI Lyl VX4' OR I'X2' P.T. NAILER Ix4 P.T. OR %X4' MIN. SECURE THRU FRAME 4 EXTEND I-Yi INTO BLOCK ❑ W/ %* TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 18' O.C. 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 BLOCK +3/4 OR +5/4 MOMW TO BLACK +3 4 OR +6 4 A SCALE: N.TS. 2X4,s SECURE TO BLOCK W/' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6:m SECURE TO BL W/2-%' TAPCONS(MIN SbAW SIZE .145 MIN. HEAD SIZ&VOO MIN. EMBEDMENT 1 Y♦') WITHIN 8' OF EACH END 4 g• cm 18' O.C. MAX SPACING. V DRYWALL 2X8,m D 1'X4' OR I'X2' P.T. NAILER SECURE BLOCK W/2-%' R CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) TTAC14 TO 2X PER WITHIN 8- OF EACH END 4 MANUFACTURES DETAILS. 18' OZ. MAX SPACING. 2X4m SECURE TO BLOCK W/ )6- TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4; STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X&s SECURED THROUGH SECURE BLOCK W/2-%' NON-STRUCTURALTAPOON STO TAPCON MIN. (MIN. SHANK SIZE J45 INTO EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 ' CMU MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN S' OF EACH END VOL, MAX SPACING.)JIATTACH 'X4' OR I'X2' P.T. NAILER 2X8•.®SECURE TO BLOCK W/27(•' OSD. X 4'MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN.HEAD SIZE 300 OOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TO 2X PER WITHIN 8' OF EACH END MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-15//1¢" /n1 RDNDOII TO BLACK +1-15/18 " SCALE, N.TS. 2X4:R4 SECURE TO BLOCK W/ 8b'. TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE -400 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-31b' NON-STRUCTURAL ab' TAPC," TAPCON MIN. 1 V (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE -400 MIN. EMBEDMENT I Y49 8' CMU WITHIN 8' OF EACH END 4 K• DRYWALL 18' O.G. MAX SPACING. 2X8m 1'X4' OR I'X2' P.T. NAILER BLOCK wa-3b' OOR CASING TTAAPPGOOJ80 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I )Y,) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18. O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDY4) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)4) �DOOR JAMB TO BLACK +1-1 2' DOOR JAMB TO BLOCK +2 1 4" M/DJDOII TO BLACK +1-1TO BLACK +1-1 " n- VmDOyTO HIACK +2 1 4 SC LE, N.TS. VALE, N.TN.T . 2X4m SECURE TO BLOCK W/ W,' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O:C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-nr.-NON-STRUCTURAL'1fr' A• TAPC4" TAPCON MIN. I-Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300-LF g• CMU MIN. EMBEDMENT 149 )6' DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2X8m SECURE TO BLOCK WW2-Y,- TAPCONS POOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN W OF EACH END •A ATTACH TO 2X PER I8' OZ.MAX SPACING. MANUFACTURES DETAILS. n•R, MIM A•,R4oR) ro s�ns.wR,oe nx o•cmq') DOOR JAMB TO BLOCK +3" IfDiD0I TO BLACK +3" " SCALE, N.T.S. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J40 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X IV O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V*' NON-STRUCTURAL INr' TAPCONS(MIML SHANK SIZE TAPCON MIN. 1-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y49 8' CM1U WITHIN V OF EACH END 4 Yt• DRYWALL IB' O.C. MAX SPACING. 2Xb,m ❑ I'XW OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%- 2ND 2X SECURE TO TAPCONS(MN. SHANK SIZE STRUCTURAL MEMBER ,145 W/12J12d WITHIN W OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' OZ. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3" + F' M=W.TO BLOCK " SCALE, N.T . 2X4m SECURE TO BLOCK W/Y♦' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE. STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL i(r' SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y4) • WITHIN 8' OF EACH END 4 DRYWALL 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8m D SECURE TO BLOCK WA-1/4' )b' OSJ5. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. non. w N NIMM ro nu., W nm RCRIcri') DOOR JAMB TO BLOCK +3-7/16" 1RNDOR TO BLACK +3-7 IS" G SCALE, N.T.S. 2X4m SECURE TO BLOCK WNW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN S. OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6,m SECURED THROUGH SECURE TO BLOCK LuA-I/4' NON-STRUCTURAL 2Jb' TAPCONS TAPCON MIN. i-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 8' CM WITHIN W OF EACH END 4 yU• DR -WALL 18' O.G. MAX SPACING. ❑ I'X4' OR I')2' P.T. NAILER 2X8m SECURE TO BLOCK W/1.1/4' ' ..X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACHI 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" H1fw +3 3/4+3 3/4' �� ALE, KTS. 144i N. RONALD REAGAN 81. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407.774-4078 www.abdeslgngroup.com L AA M: 0003325 m WEN p� K� S mill I IA U13DIV. 8c LOT:BBOTT PARK LOT #14 BLK #15 PROJZCT# 04181.000-14151 HODE�t 1408" "DAKOTA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C SOO c•TJ"'•- • •L K DA Z: 08/31/20 SCALE: 1/4"=1'-0" SHEET D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 22473.9 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 13972.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 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 104S6.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 F8CR 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 F8CR 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 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 15332-RS MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-117 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 F8CR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-119 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 08/26/2020 144i N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 000 aUBDM le LOT ABBOTT PARK LOT #14 BLK #15 PROJECT# 04181.000-1415 MOD]gfA 1408" "DAKOTA" GARAGE 8TfWO: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C DAA E 08/31/20 aCALE: 1/4"=1'-0" B*MXT D3 PREFORP'ED CONTROL JOINT FLANGE OP CONTROL JOINTS Td BE UI RED TIED TO LATH r S' O.C. MAX (VERTA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN F 6TUD EXIST6 BEYOND EXCEPT STAPLES W/ V LEG SECURE�C0NTPWL JOINT BE LIND TEMP. DUIlING INSTALLATION ---\ FASTENERS TO BE 6PACED • 1' O.O. MAX VERTICALLY I \ il' THI K .5 FI COAT COMT UM LAYER 4, FORTIFIOER / BUILDING PAPER APPROVED METAL LATH FASTENED -I' (VERTJ OL. MAX AT SUPPORTS USES LAYER q STUCCO WRAP WOOD SHEATHING �w"IM'Wiiiir i'j LATH SHALL Be CONTINUOUS TNROUSM"4 IMF JOINTS BUT BE STOPPED A4 TIED AT EACH SIDE. pRpy1DE 2X4 OLOCKMG PER A67M CI063 PLACED FLAT MAX. 6' TO S' 1'10.4 PRO') CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON IiASTEERS FOR LATH TO BE NA1L6 OR'� STRUCTURAL STUD STAPLES IN COMPLIANCE W/ AOTM CI063 r 2. WRE TIES TO I'SE (W. IS) 00416' UNPIN! 3. BLOCKING SNOW MAY BE M ADDR \ TO WALL STUDS RHOUIRED PER PLAN / I pIIN� i IN N,�, YNNNMNJ� IilNlllli I O"M" TYPE CONTROL JOINT OL FOLD MIHIO . PT. OLPOLD 04VND PT. A i CRIME . PT. E 1 CREAM . R.c OI. FOLD MIWO . PT. A 2. aaME . FT. E FOLD w ® LF0.Dl4W10. R.A 2. CIaAM . Pr. 6 a CREAN S PT. C 4. POLO PT. C OVER PT. E TILL PT. C TOUCHES BOTTOM PLAN3E RS it OOROM ~~� SINTER TtSHR SEAL POW. 22 I=art. APPROVED BUILDNG WRAP SHALL RE LAPPED A MINIMUM OF 6' r VERTICAL LAPS (ROLL 0") 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO GET WITH FORTIBER 6FEATHNG TAPE I• MM, LAP • FATAL LATH \ \ LATH VERTICAL LAP TO BE F `— 17 METAL LATH UIRIS LAYER'1, I J' THICC 3 COAT CEMENT STUCCO uRAP I PLASTER TMETAL 4-�UIS LATH LAYER 7, FORTS'IBCR BUILDING PAPER URB LAYER 4, POW IBER BUILDING PAPER STUCCO WRAP I WOOD SHEATHING �JI � 2 '\PAPER LAP 6CALEr I IR'•I'-®• ® KIC KO UT DETAIL J' THICK 3 COAT CEMENT PLASTER 0011"A N' 2 COAT GB'ENT PLASTER (c w WARD LAYER •2, FORTRISER BUILDING PAPER fPRME aLT) LRB LAYER a STUCCO ILRAP(NRNL a4LT) LAP LAYERS OP 2ARLDMI ~ OVER NALMS KA 42L STOP OhL ABO`SY) "MR" 11*v on I4XRIeaR EGrtegoLL.E� � € �I 66 WY.L R.AM6N KICK-02 KA111106 (SIR DOTAL) PATER TRAP MAL (EEO OR �O tlQD1y INSTALL .IOWR R..�4►? Ar SOLDER. BMW E4u NTERIEG,IGNS pa?l" SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING 119 p S. THEY 644ALL BE TIHD BETWEEN SUPPORTS UITH 0R410-IN (I21-MM) WWE AT INTERVALS NOT MORE THAN 6' (226-MM). AS PER A67M CW63 1ALL FOR REPAIR OF TEARS IN USE LAYERS, TEARS MAY BE PATCHED WA40L E WRAP TAPE PER MANF. SPEC. OR PEEL 4 STICK SHEATNING STUCCO • • uru • PAPER ELei f S .lR.� x Flow."; i S 0 WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER RtxFnueL1 SCREED 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT IL WALL SHEATHING) �+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4'.4' SELF-ADNERML' MEMBRANE PLASHING (COMPATIBL WRAP H 0 HOUSE � MATERIAL) OVER APPROVED HOUSE WRAP. 1' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF SELF-ADHERING MEMBRANE FLA6HING STEP 01 4• 6Sc6' OW -ADHERING MEMBRANE PLASHING (COMPATIBLE UV HOUSE ~ MATERIAL) OVER 4'.4' 6ELF-ADHERING MEMBRNNE PLA614M OVER APPROVED HOUSE WRAP . FLOORING TO EXTErID ONTO PIPE ��� 6CUT AND OVERLAP ONE SIDE OF STEP j12 FLASH rERINr. hEMDRANH AM LAYER •1, STUCCO WRAP URB LAYER 4, FORTFIBER ISWLDMG PAPER METAL LATH 6'x6' SELF -ADHERING MEMBRANE PLASHING OVER 4•.4' OELP-ADHHRMCi MEMBRANE INSTALL FASTENERS (CLIPS, FLABHMG OVER APPROVED STRAPS, STAPLES) AS HOUSE WRAP. REQUIRED TO SECURE FLABHNG TO EMEND ONTO PIPE PIPE/ WIRE TO FRAMING 4'x4' 6EL1ii-ADHER110 MEMBRAhE F.AM4MG OVER APPROVED NOUN UARAP. FLA6HSeG TO EXTEND ONTO PIPE ' CONT. BEAD OP SEALANT INSTALL APPROVED HOUSE~ AIR ILATM� BARRER OVER 6 HLASTOM INIC COATING OVER 6TU0C0/ C.V. FNISN (SEE TYP WALL SECTION) SECTION PER SECTION RM.7 BOrlor ItlhYE rtl oIM1HTlln Exlerlor use W Portland cement pester shall comply ii th the appica9on requiremonts of ASTM C 92612A. Installation of ex eriw lathing and framing shell —ply Win ASTM C 108312A, PIPE PENETRATI NiTC, LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER------- - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-0e, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748079 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 G C � � f soil: a ku4l) 800', . Ae LOT ABBOTT PARK LOT #14 BLK #15 PROJECTIIIH 04181.000-14151 �oass1408" "DAKOTA" GARAGE SMING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C -.)ITT.. _:�«-•.- DAM 08/31/20 SCALE: 1/4"=1'-0" 31-=T WA1 BACKER ROD BACKER ROD WRB LAYER 11, STUCCO WRAP INSTALL b' SELF-ADHERNG MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO ISE, I. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET N 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 PERIMETER OF NON -MOVABLE FRAME AND STUCCO ALL ALLALSIDEES, Ys' CAULKING a JOINT PER SECTION R703.7 Exla tdr !p! i o and *etarhta 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 THICK, 3 COAT CEMENT PLASTER METAL LATH UIRB LAYER 4, FORTPIBER 15UILDNG PAPER WOOD SHEATHING DRYER VENT (FRAME.) EGEND 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-641-0% MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL h I S' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'C NICK FLASH' ELEC. METEF VERIFY LO r----7 r- I A VENT PENETRATION SCALE, N.T.S. NRCN IV ICCC.CIVC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION rl I 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 -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION GUT OPENING IN APPROVED WOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 WOOD SHEATHING WRB LAYER -1, STUCCO WRAP 114Q8 LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH .1/8' XTURED FINI a WOOD -FASTEN TO WOOD STRUCTURAL MEMBER a 1' Or— MAX Wili l•' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MA60KW BEFORE APPLYING V FNIaW a MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK WR6 LAYER h, STUCCO WRAP 47777 CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING t APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEP #2 WRB LAYER N, STUCCO WRAP APPLY 6m MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP UIRB LAYER 02, FORTIFIMeR BUILDING PAPER STEP 1*4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP S STEP #6 (�) ELECTRICAL RECEPTACLE 1441 N. RONALD RFAOAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.com AA N: 0003325 I; 94 f: ti IN [PROJZCT# 9VHDIV. LAT ABBOTT PARK LOT #14 BLK #15 04181. 00-14151 ""1408" "DAKOTA" GARAGE 911111 : RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C or DATE 08/31/20 t3CA*-"• 1/4"=1'—O" 8FIlZZT WA2 LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER 02 IFORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — 2 1/2' I. CORNER BEAD (FASTENER 4 SPACING 0 'I' O.C.) CMu THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD CP BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407.774-6078 FAX 407-774.4078 www.abdesigngroup.com AA N: 0003325 ul ;11E wu SVSDIV T: ABBOTT PARK LOT #14 BLK #15 P1tOJECTp 04181.000-14151 "sti 1408" "DAKOTA" GARAGE 8WWG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C L P20ANOW7 Dw. 08/31/20 ffMETWA3 1/4"=1'-0" LEGEND DRAINAGE PLANE (WR5 LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING Uk=� T1i1CTION V— Uk= SHEATHMG WEATHER RESISTIVE DAMER q WEATFE!R RESISTIVE � \ DARRIER 7 / \ uw VGELPFLA614W. �� L f 1 WEATHER �SISTIVE STARTER STRIP / \ \\ \\ UFAT ER RE6 TIVE DAPIjfaj!� OR \ \ HEMNa. y ` FLASH \ GALVV METAL GALV'D METAL W M-ASHN S Z'RLASHNG � V.• v a• �Mn e WDOD TRIM MENEER / \ / UIbOD 7 ME'IDER \� PRPRDVE WAr.AULKAN OR APT \` SIDING TO STUCCO BLOCK TO FRAME 19 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003325 a R O r 11111112) evsazv & LOT ABBOTT PARK LOT #14 BLK #15 PROJECT# 04181.000-14151 1[ 'P1 1408" "DAKOTA" GARAGE 8NIATG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 01 tp D TZ 08/31/20 BCA=: 1/4"=l'-0" BFIEET Nk WA4 \ —2x6 SUB-BANb W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK —DRIP EDGE �\ I\ —1/6' TEXTURED I FINISH ® WOOD I �� 1/2' TEXTURED FINISH m CMU / METAL FASCIA \� WRAP ��FROM STUCCO, I' FROM � ------------- ------------------- ' �d WOOD WALL \\ i EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 \� SUB BAND ONLY ®ELEVATION ®PLAN A 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP •�7 WOOD SHEATHING x x x x x x OR CMU x x x x x �. LAYER 01, WRB x STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x WRB LAYER 52, FORTIFIBER 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 2X6 BUD, BAND ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER 47 DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT ©p *' f AI ONLY. FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY TROOF DECK (BEYOND) ` ,DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) �— I1/6' TEXTURED FINISH v / WOOD, 1/2' TEXTURED FINISH ® CMU \�1 2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK SUB BAND DETAIL ® WALL METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• x x x xM1 , PRE -ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' - V SCABBED TO TRUSS W/12d NAILS &'-S' O.C. MAX. 2x SUB -BAND W/I5'x4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA4'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 q aC Z all O a m to Y! f 0 SUDDIV. & ILOT.il ABBOTT PARK LOT #14 BLK #15 PROJECT# 04181.000-14151 WODE�. 1408" "DAKOTA" GARAGE 81IING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C F 7 3'-6" 33'-10 4 31/2" I 4 4' CONC. I 4" I 4 SLAB CONC. 3 T�Op pF ;�.� Iw wl UaJ ri SLAB1.1 SLAB o a r FM-12X18 — — — — — — — — — — — — — — — — I TOP Of z SLAB o U 7 4" PVC � mi O `v I CHASE I i� lk a I 26'-9" I 1 V-3" N I I' • I I 1 I EXTEND TE2 SLAB 1 1/2" I J — — — — .I I II 9,_5. 2,_8. 8,_i. iv I� *-51/2" I 5 I Lu W I m O 4"CONC� W u • I Iw SLAB I n. w 33 IN *1/2"; 1 J , SLABEXTEND1/2" 2 • I FM-12X1J I � _ W� I. 1/2" L1 1.1 g 3A. 5" fMC- 4 § 4 FMG L FM-12X18 _ _ J 12X18 1.1 FM - — — — — 1.1 12X78 — — fl LA TE1 8'.0" FOUNDATION PLAN SCALE: 1/4" = 1'-0" 16'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION -0'-0", SEE SURVEY PLOT FOR NAVD. S. 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,MINDICATED #5 BAR, DINDICATES #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 (TOP 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: F m _ 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 4 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 I THICKNESS REINF. REMARKS 64 W I AXW 1.4 OVER GENERAL 3 112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG N ,• (1)#5's (+)0'-0" 12" SEE PLAN 8" (2) #5's (+)0'-0" MFMC12xl8 12" CONTINUOUS 16" (2)A's (+)0'-0" 12" CONTINUOUS 18" - (2)#5's VARIES 24" 24" 12" (2) #5's (2) #5's (-)0'>" 1441 N. RONALD REAGAN Bt LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m AA #: 0003326 M 94 14 04 atmDm & LOT ABBOTT PARK LOT #14 BLK #15 PROJECTI# 04181,000-14151 MODIR 1408" "DAKOTA" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C DRINT A 08/31/20 aCALJB: 1/4"=1"-0" 81-MET s1 30" MIN. EACH WAY c MONOLITHIC FOOTING z }} I,' y Z STEEL REINFORCING IN GROUTED m STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS g CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS rrT e v 1 <v ¢ w N GARAGE DOOR RECESS m w �a W m� m 0O (A i 8" CMU WALL O w 8" CMU WALL , I CORNER BARS, SAME SIZE AS LARGER BAR w LuZ IN FOUNDATION WITH 30" LEG EACH w =0-0"WAY NTOP OF SLAB AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS KI TOP OF SLAB AMOUNT OF CONTINUOUS BARS a EXT. PORCH SLAB W/ 1/2" ISOLATION - SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4'CHAMFER (1-STORY) #3 18" - VA ESMATCH ` -- SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER CONTINUOUS STEEL MONOLITHIC ° LL FOOTING REINFORCEMENT SEE SCHEDULE 7;p. MASONR YSEE UNITS SET AT ELEV: JOINT (WHERE a • • 6" CHAMFER (2STORY) #4 24" WI 1l2"ISOLATION' (I -STORY) 6" CHAMFER (2-STORY) .: APPLICABLE) i SEE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) • SEE SCHEDULE Z 4_ WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE #6 36 FOR WxD, BAR SIZE g DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY #7 42" AND BAR QUANTITY NUMBER OF BARS (la. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 2 GARAGE SOALE3/"=''-°" 3 CORNER BARS DETAIL 4 DOOR OPENING 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 w o a I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING O a NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB WI PLANS FOR SPACING. SINGLE SECURED W/2- PART 0' SPACING. SINGLE BTM. PLATE BTM, PLATE TO BE PT. 2" CAPPED a 5 EPDXY. MIN. EMBED I TO BE PT. PROVIDE DBL. TOP WASH WEDGE ANCHOR W/ 2" WASHER BET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO GALVANIZED PIPE Q 8", LINO PLATE EPDXY 5-112" EMBED. MIN. C� 16" OC SLAB W/10d MASONRY W/FLANGE @ BASE Q FOLLOW ALL MANF. = w SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. NAIL 16" O/C STAGGERED. ADDITIONAL METAL USE AND BTM AND TOP PLATE CONNECTORS NOT 9 � m PREPARATION OF C') v ANCHORS W/ 10d x 1 112" COMMON NAILS FILL ALL REQUIRED WHEN NO HOLE. o: to HOLES, DO NOT USE 10d w w UPLIFT IS PRESENT. SECURE FLANGE TO SLAB W/(4)1/4" X 2 1/4" w wchx O 3" cj:SEE SLAB SCHEDULE cr SEE SLAB SCHEDULE TAPCONS O}' m A Q TOP OF SLAB t'P SLAB _.w OF 4" CHAMFER (1STORY) 6" CHAMFER (2-STORY) n.�.- %�` ,�-a m y 4--a EQ. EQ. SEE 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 %INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION 8 WOOD WALL 5 V SCALE:3l4"=1'-0" (W/ UPLIFT) B°ALE:3/4"="°" (NO UPLIFT) SCALE:34"=1'-0" SCALE:34"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON Ar 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 WI PLAN SPACING REQUIREMENTS i 2x4 OR 26 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE a PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO O BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB WH Od MASONRY NAIL ¢ w 16" OIC STAGGERED. m U ADDITIONAL METAL V a CONNECTORS NOT W REQUIRED WHEN NO 0 B" CMU WALL UPLIFT IS PRESENT. M i 0,-0,. TOP OF SLAB SEE SLAB SCHEDULE 0o i SEE SLAB SCHEDULE TOP OF SLAB e^ "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND . POURED MONOLITHICALLY WITH y •- r FOUNDATION AND SLAB -S SEE SCHEDULE SEE SCHEDULE . FOR WXD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO - INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD "' B°ALE'34"'"°" (NO UPLIFT) SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774.4078 www.abdeaigngroup.com L AA #: 0003326 v3 a SLYEDIV. Ae LOT: ABBOTT PARK LOT #14 BLK #15 PROJECT* 04181,000-14151 MODlgff, 1408" "DAKOTA" GARAGE SrRNG: RIGHT PAGE: DETAILS 160 MPH EXP. C SEP DRINTATE: 08/31 120 SCALE: 1/4"=1'-0" SHEET S1.1A SLYEDIV. Ae LOT: ABBOTT PARK LOT #14 BLK #15 PROJECT* 04181,000-14151 MODlgff, 1408" "DAKOTA" GARAGE SrRNG: RIGHT PAGE: DETAILS 160 MPH EXP. C SEP DRINTATE: 08/31 120 SCALE: 1/4"=1'-0" SHEET S1.1A DOWEL PLAN SCALE: 1/4" = T-0" d N. RONALD REAGAN 81 LONGWOOD, FL327W PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 rn avHDIV. ae WT.il ABBOTT PARK LOT #14 BLK #15 PROJECT# 04181.000-14151 itcoD" 1408" "DAKOTA" GARAGE DWMG: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C of tp PRMKT .4 DATIM 08/31/20 8CAL.E: 1/4"=1'-0" aHEET s1.2 avHDIV. ae WT.il ABBOTT PARK LOT #14 BLK #15 PROJECT# 04181.000-14151 itcoD" 1408" "DAKOTA" GARAGE DWMG: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C of tp PRMKT .4 DATIM 08/31/20 8CAL.E: 1/4"=1'-0" aHEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM a` • i ed. S a CLEAN OUT REQUIRED Q FOR INSPECTION [fl ' 0'-o FIN. FLR. •a TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. E #4 24" M U #5 30' #6 36" #7 42" HORIZONTAUVERTICAL %� REINFORCING � SCALE: 3l4"=1'-0" Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a. C SPACING REQUIREMENTS W m y J (n Z 8"CMUWALL s TOP OF SLPB n TOP OF SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. w �• EXT. PORCH SLAB ° 4' CHAMFER (1STORY) Ill. W/ 1/2" ISOLATION 8" CHAMFER (2STORY) JOINT (WHERE • #4 24" APPLICABLE) Z - MATCH STEEL #5 30" 6" PVC CHASE g - REINFORCEMENT PER SCHEDULE SIG 36 6 " PVC CHASE THRU FOOTING THRU FOOTING .�- #7 42" SEE SCHEDULE MATCH STEEL REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING ,1 4 SCALE:3/4"=1'-0" #5 BARS o m� CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL327W PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Q ABBOTT PARK LOT #14 BLK #15 PRO" " M,p 04181.000-14151 Boas 1408" "DAKOTA" GARAGE BVfMG: RIGHT PAGE: DETAILS 160 MPH EXP. C A nRINT A 08/31/20 SCALE: 1/4"=1'-0" aliIC'm S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1 Od x 1 1/2" HDG NAILS. WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE 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"). B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .17T"' x 2 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 INDICATES OPENING BELOW / T.O.B. = TOP OF SEAM/ B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH I 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 (psl) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 30DO 8x8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD I SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4154MF6/MM I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH - - 0U0 T-r (42D PRECAST 2231 4'4- (48') PRECAST 1988 4'4' (14') PRECAST Inn 64' (649 PRECAST 1217 S-10- (709 PRECAST 1,082 e4' (7e1 PRECAST 806 r4' (W) PRECAST 743 S-4' (112') PRECAST 654 10'4' (126') PRECAST 475 ll'-4- (13n PRECAST 362 17-V (144') PRECAST 337 I" (18n PRECAST 206 14'40' (16n PRECAST 279 14'4' (178) PRESTRESSED N.R. 164' (1841 PRESTRESSED N.R. ir-4" Wn PRESTRESSED N.R. 19'-4' Wr PRESTRESSED N.R. 21'-4' (2667 PRESTRESSED N.R. 274' (284l PRESTRESSED N.R. 2{'-0' PRESiPE88ED OffmAffmmDDO�I ms�ovoom oomommm mmovoov mommmmm 0�00m00 moolmnr7_= m®m000m moor_ c�4@,Q 0momoov �m00��0 �m000Q��� 0�000m0 ommoo oo®o©mo Od7m00E:".1!1G�1 0�m�0�0 0EME00m00 O���m00 ©om0moo 00mzzm0 Mom �D�mmmm m��0 �mzmmzm" (MB") N.R. 1241 20 14a1 414 M /roz 1m (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TARN FROM WYE LOAD TABLES' BY CASTCRETE MAY 201E EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MARUFACTI#IES SPECIFICATIONS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 61IMP611illiM 1 SAFE LOAD - POUNDS PER LINEAR FOOT TO (4r) PRECAST 10251 1024 1 11508 1 SO (42') PRECAST 4%W (46') PRECAST M 783 1309 P4' (4n PRECAST V4' (64-) PRECAST 502 M1 1073 4'4' (64') PRECAST Ste' (64') PRECAST 411 411 745 SAP (84') PRECAST 5.10' (70") PRECAST 340 339 616 5.10' (709 PRECAST S4' (7r) PRECAST 507 721 490 S4' QB') PRECAST r4' (M PRECAST 424 534 363 r4' (M9 PRECAST SA' (11r) PRECAST 320 512 230 Vd' (112D PRECAST 104' (12r) PRECAST 284 401 180 10-4' (12n PRECAST 11'1' (136') PRECAST 20D 452 154 ll'4' (138) PRECAST 174' (144') PRECAST 244 402 137 174' (144') PRECAST 13'4' (ISM PRECAST 217 334 110 1 13W (160') PRECAST 14'4' (116r) PRECAST 2D6 203 100 41'4' (188-) PRECAST 1#4' (178D PRESTRESSED N.R. 284 91 14'4' (178') PRESTRESSED 1ST (164') PRESTRESSED N.R. 250 83 IVW (184') PRESTRESSED 1r4' Wn PREFITIES8ED NA 194 84 17`4' On PRESTRESSED 1S4' Mn PRESTRESSED N.R. 146 62 17d' Mn PRESTRESSED 21'W PlIn PRESTRESSED N.R. 125 42 21'4- Pr PRESTRESSED 27-V (2841 PRESTRESSED NA 1 118 1 40 1 274' (2841 PRESTRESSED 24'4' Mn PRESTRESSED N.R. 91 33 W-V (ml PRESIREBBED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EKCEED VALUES STATED ABOVE • PROVIDE MINIMUM 4' OF BEARING PAST EACH SITE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 LIFT BEAM PLAN 8F161 T/0M/OB _ — _ _ _ _ 1 1 1 1 1 I 1 i 1 1441 N. RONALD REAGAN]IBLVDLONGWOOD,FL3275PH: 407-774.6078 FAX 4.4 407-77078 www.abdesigngroup.c AA #: 0003325 Y � � 4 9 4A 4 Z' 0 9c78aiv � roT: ABBOTT PARK LOT #14 BLK #15 PROJECTf 04181.000-14151 MODE,f, 1408" "DAKOTA" GARAGE 9rIiNG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C T DATE. 08/31, 20 9CALE: 1/4"=V-0" ammm s2 IF #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REB*RWIIWHOOK. #5 B CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4'=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8"16" yII� 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM I 1' 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. '1r �\, PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"06" FLP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / / TOP FORCOF E G FORTHE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE a-1#5 / A\C\ Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. / �5• F(�P� 8z16 DBI. BONG TOP OF BOND BEAM •\O EACH COURSE G 8x8 BOND BEAM TOP OF BEAM W/(1)#S1.01 • OQ�G�\� WI (1) #5 BAR .y _ BOND BEAM F = FILLED W/ GROUT •(\AO U =UNFILLED GROUT SOLID FROM NOMINAL LINTELTO TOP OF BOND OPENING WIDTH /� # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 M/ B 8x8 PRE -CAST CONCRETENOMINAkl6-lT/1 LINTEL W/(1)#5 BAR (L2) QQ- HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY 6 OPENING - 2" IT IS THIS ENGINEER'S INTENT BOND BEAM S,TOP COURSE OR 2 BEAM DESIGNATION THAT XFXX-1T/1 MIOB INDICATES A DOUBLE BOND BEAM #OF#VS, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=l'-0" AND XFXX - 1T/0M/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL. W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - lT/l M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED G LINTEL OF OPENING AND XUXX- iT/0Ml0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MINN 2X3)1-3I16 TAPCON OR DRIVE PIN (MIN SIZE. 145 MINDT WINDOW SIZEE..300 MIN EMB DMENK i 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1414" EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON . 3 1/4" PRE -CAST - _a OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE ,300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1W ^ EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 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 VCMUWALL EMBEDMENT SB 7/1SHEATHING TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/z"=1'-O" ARCHWAY FRAMING DETAIL 5 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774,8078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 r 6 O a SVHDIV. ac I.OT ABBOTT PARK LOT #14 BLK #15 PROJECT# 04181.000-14151 "' 1408" "DAKOTA" GARAGE 8wiNG: RIGHT PAGI: DETAILS 160 MPH EXP. C 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"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-W 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"). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S 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 2 718" 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 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 6" FROM THE CENTER OF THE COLUMN. m m m m r r r r m r r r n r r n r 'w w' w w' Ili c3 i� c3 i I I c 11 "I r r r Q < ¢ r r r r r r r N M v L) 3 2w 2' w w 3 'v FRAMING PLAN SCALE: 1/4" = l'-0" 1�1 CJ1 CJ3 R CJ5 to Al .i A2 A3 A4 A5 A6 to .1 ATT A7T A7 A7 A7 A7 A7 AB A5 A4 A3 A2 A1G to .1 CJ5 CJ3 4 CJ1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA is 0003325 04 p� tj 03 14 0. a� SLTBDIV. & xx ABBOTT PARK LOT ##14 BILK ##15 PROJECT# 04181.000-14151 UODA .- 1408 "DAKOTA" GARAGE SVFMG: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C oe LL49 DA1NT 08/31/20 SCALE: 1/4"=1'—O" SHEET S3 A{i) SIMPSON HETA16 TRUSS ANCHOR WITH— (9) 1 Od x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNVALUFLOOR (12)16d x 1 }'NAILS TO TRUSS SHEATHING DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" OVER TRUSS (NOT SHOWN) C{l) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 }" NAILS TO GIRDER AND NOTE: APT SYP #2 2" x 4", MAY O ADDED (2) SIMPSON HETAI6 TRUSS ANCHORS 6", 8" x NAILS, W/ 10d NAILS, 2 ROWS, 3" WITH (12)16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS SElx2,2x WOOD FASCIA ANCHOR REQUIREMENTS, SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24" Or, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = Ul810 LBS, 1-:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, LA430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT=U:2705 LBS (2 PLY) 1a 1b 1c TYPICAL TRUSS/ BC 4„= GIRDER CONNECTOR(S) # 1100 UPLIFT 1Od TSIMPSON HTSM20 W/10 10d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT E SIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL W/101Od TO TRUSS AND H RS x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM CONT POURED LINTEL TREN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) 1 x4 DIAGONAL STM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE N d REQUIRED BTM: CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6'-0" OIC END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 1(Y-0" O/C MAXSECURED W/ (2)1 Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /'+ p A INTERSECTION TYP. /'� BTM" CHORD BRACING r V 1 SCALE: 3/4"=1'-0" NOTCH DEPTH 1/4'D HOLE EDGE>s/6'• HOLE DIAMETER THE USE OF ALTERNATE MATERIALS MAY BE -2/5'D SOL. STUD USED SO LONG AS THEY CONFORM TO THE SANo L°` FOLLOWING HOLE EDGE >518" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS M/ EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi 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 ol THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HiOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 BTM. HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE < 3/5•D DBL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING �1AND BORING LIMITS i; SCALE: 1 1/2"=1'-0" ALTERNATE MATERIALS 11 SCALE: 314"=1'-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-7746078 FAX: 407.7744078 www.abdeslgngroup.com AA #: 0003325 a w I� E OL79DIV. & LrOT ABBOTT PARK LOT #14 BLK #15 PROJECT* 04181.000-14 51 ""'11 408" "DAKOTA" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C DRINT AB: oe/31/20 OCALM 1/4"=1'-0" a*M= S3.1A PRE-ENG GABLE TRUSS- -- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS W-9- O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL STM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK Wl TRUSS PLAN Wl 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)10Cs Q EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL $ SCALE: 3l4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J IL INUDDIV & LOT: ABBOTT PARK LOT #14 BLK #15 PROJECT* 04181.000-14151 ac D"'1' 408" "DAKOTA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C PO Dpturr AM 08/31/20 SCAM 1/4"=1'-0" ffl-== S3.1B IF 150,4y mmm"111 VTCR SPACING (1) AT EACH END 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA. 4'-W O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-U' (1)'W BRACE �1�11111 30--1- TO 60'-0 (3) "X- BRACE "X' PRE-ENG GABLE TRUSS � (1) BRACE @ CENTER "X' (2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ (AS PER TRUSS ENG) \ (I OI PLYWOOD SHEATHING, SEE �� " ROOFIWALUFLOOR \ U— SHEATHING FASTENER SCHEDULE" Lj SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW tx2, 2x WOOD FASCIAfENGINEERED ONNECTION PER SEE ARCHITECTURALRUSS MFG. 2x SECURED W/ (3)16d WOOD GALV. COMMON NAILS. 24" OIC, ix2 SECURED W/ 10d P DRAWINGS GALV. COMMON NAILS CONT. 2x4 12" O/C VAL SECURED W/ (2)12d's @ /(2)12 PRE-ENGINEERED MASONRY BONDBEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 2 SCALE: N.T.S. W/ HIP RETURN SCALE:34"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 wwwabdesigngroup.com AA M: 0003325 a LL Q aVSDIV. ae LOT ABBOTT PARK LOT #14 BLK #15 PROJECT* 04181.000-14151 mODrq_ 1408" "DAKOTA" GARAGE SWMG: RIGHT PAGE: DETAILS %160 MPH EXP. C L - -m NO 93M j DATZ 08/31/20 8CALE: 1/4-=1'-0- 8HEET S3.1C CABLE -END HIP ROOF �I'�F ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE 7-10 1 = 18.52 PSF (28.52) ZONE 2 = 32.73 PSF (42.73) ZONE 3 = 56.14 PSF (66.14) "A"= 4'-W 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 7/16" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 518 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O,C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d 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 STR. SHANK 8d RING SHANK, 21/2" 0.120" 170,Dpp RI G (16-20RPGS SCREW SHANK PER INCH) Bd SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEALI 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 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS (off 4" O.C. .- TOP & BOTTOM EDGES .- w Z Z I z 222 Lj J n 0 Z QY IJ N Z 2 U Z� a J Z GO z0 ('> W Z ILA U) Q CD ;r Z GO Q Z W Q U g O W a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. O RAFTER TRUSS RnnF cuceruwr ��� mmm 1111wrill ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD ` C8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Sd x 212" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6N,(N FIELD /\I FYP. 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, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5A3 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE T-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. 00 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. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXI PROVIDE WAIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD ` C8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Sd x 212" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6N,(N FIELD /\I FYP. 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, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5A3 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE T-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. 00 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. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXI PROVIDE WAIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FD = 1100 PSI AND A MODULUS OF PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS UPPED S INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO UM NLEVELS PRESERVATIVE FORMWORK: CORROBORATE TETRAHEDRAL .WOOD FOR STRUCTURAL USE HAT SHALLE TTREAATED 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 GI 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, 6t1 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 W000 COLUMNS WITH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. Syp p2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFTRUSS DESIGNS SHALL SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA.O SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N 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. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES ACCORDANCE WITH NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL D N:, A D 'TPIf STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIIWTCA SCSI i" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pst TOP CHORD -non-CGnmaenl REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36" WOOD TRUSSES. 10 Psf BTM CHORD -non-conmfrenl #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS 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. 16 psf TOP CHORD psf TOP CHORD (7 psf HSHINGLES) (1 psf w/ No GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. D 5 5 psf BTM CHORD 10 psf SBTM TM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: tOpsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Psf WIND: DEAD LOAD 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 FBCSPER2017) (NICE (FBC EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE, DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOpaf, UNINHABITABLE ATTIC WITH LIMITED BIT LAYOUT, SPANS 8 ALL TRUSS! HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30paf, 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: 40PV, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SMALL 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 4VOEHHIICLE 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 S/TMS 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 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 WITH ASTM C-90, GRADE I'm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 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 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 3/8" WRITING 8V THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: TYPE W' OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 FOOTING PM' PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM HORIZONTAL VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST OF THE MALL BE REMOVE M SIO THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO 7. T MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL D CELLS TO BE FILLED. BE SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GE04ECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH, ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36, Fy - 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy - 35 ksl. 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 SUB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, 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'H- PRIOR TO THE ADDITION OF PUSTICIZFA BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-940R MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER 13 ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH 19 HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER Lift' FOR AAND SMALLER Y FOR #S AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-UT FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AFPLIwTKXI 92E TYPE SPACING REMARKS A - ION SRE ITYPE SPACING REMARKS 1 PTPURRING TO CASEHAROENEO.S. SOk GARAGEDOORSUCK I/d"pA. TAPCON M0.90NRY 12EMSED.,1ENDGET., MASONRYI CONC. NAILI1n'LONG. TO SYSONRTICONC. NO WASHER FASTENER B d0 11 a- EDGE DIST. SOD,AI. EKT, DOORS CKBE HARDENED COIL 9"OlG WINDOWIDOOWFASTENED -GE DOOR BUCK 12 U, W/ EXPANSIGN BOLT 1<"O/C I"EMBED.,EGET, T., 1x PT. SEE NOTE S NAILI IR'L , STAGGERED INTO MASONRY/CONO, TO MASONRY/WNC. WASHER 3"EDGEOIST. WINDOW- CASE HARDENEDCOIL eOIC WINDOWIGOORIFASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING ix Pf, SEE NOTES NAILIIYY'LONG. STAGGERED INTO MASONRYICANC. MASONRY/GONG. REQUIREMENTS EXT, SWING DOOR (2)Y1s'DIA. 'TAPCON' IS O� 114'EMBED, S" END, NONBEARNGWOOD ' E%PAN910N d"EMBED *'ENO �OIC SICK 2. K. SEE NOTE a NO -ER FASTNER DIST,.1-ED 13- WALL TO CONC.SUB WIWASHER BOLT DIST„3"EDGE DIET, .1 WINOgY SNICK 0.1]B'PpF 1/g YOIC 2" ENO.DIST..I1lY .1WASHER PT TO STEELCm„SEE KZ NOTES STAGGERED EDGE DIST. N0178 I STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER 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, FL32760 FM: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA k: 0003325 W w aUDDM de LOT: ABBOTT PARK LOT # 14 BLK #15 PROJECT* 04181.000-14151 gtomq.a 1408" "DAKO A" GARAGE a11IirTG: RIGHT PAGE: DETAILS 160 MPH EXP. C E