The URL can be used to link to this page

Home My WebLink About7991 Broad Pointe Dr99 91828-4EBB-CAL19 S 12602 TELECOM C)RIVE, TAMPA, FL 33637 T4s1- (813) 740-9720 Fax: (813) 740-9715 11 LLNNO`ftK SHALL COMP -WITH �g C,f CODES FLORIDA BUiLG Cr NATIONAL ELECTRIC CODRFiILL0- AND THE CITE' OE, x A ORD�NANCB�. NOV 0t20REVIEW DJHOM DITY ®HIL PLAN EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .KMM slit MG couL usmo m, ey �Gp ( rye y� • AIL 10M AND SPATE CODER -OCCUPANCY - RESIDENTIAL, GROUP R3 •CON31'RUCTION TYPE — VB '�• R(TMOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH VaBd=124 MPH 'EXP0 _ ° • I -STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE AD AIR CONDITIONING A/C AIR CON ITI ALT. ALTERNATE AMP. BOARD BD. BOARD CL CENTER LINE CAB. CABINET CLG. CEILING CLR CLEAR CONC. CONCREre CPT. CARPET C.T. CERAMIC TILE D. DRYER D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR. DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL EXH. EXHAUST FATFX. EXFIXTERIOR F.G. FUELGAS FIN. FINISH FLR FLOOR FLUOR. oR FLUORESCENT OO FTG. FOOTING GA GAUGE GAR DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H-BHOSE BIBOVAPORPPROOF H.CWE . HOLLOW CORE HDR HEADER HOT. OR HT HEIGHT INSUL. INSULATION TNT. INTERIOR LAV. MUM. M.C. MFR MIN. M.T. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLY. R. P.T. R. RAD. RAG. REF. RM. RO. S.C. S.D. S.H. SHT. SHTHG. S M SL. SL. GL. STD. S"S TEMP. THx.. T.O.C. T.O.P. TO TYP. U.N.O. V.P. W. Wi WD. WOW' W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM MOUNTTHRESHOLD MOUNTED METAL. NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PAM GOD PRESSURETRPATED RISER RADIUS RETURN AIR GRRL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SLIDING SLIDINGGLASS STANDARD SHEAR L TEMPEREDGLASS THICK TOP OF CURB TOP OPL F ATE TOP OF SLAB TYPICAL UNLESS NOTED WASHER WITH WOOD HEATER A�H WROUGHT IRON DATE DESCRIPTION M6/6 CDbI88tEp ARCHITECTURAL SHEET DESCRIPTION qMM 201 FOG UPDATE PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pi —PLUMBING PLAN PG Ml—MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL 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 OUISA6 CDbRE-ISBI1tD 0lRYIS 81DNGELEVATIONS ADDED o3abAe CD* RE-I6 m 04f" FOOTWGREVISICNPER MBOIIES 06fIS CDs RE -IUD �) ADDED CWWLEN FOOTER AT GARAGE DETAIL (FORT hIYgPB) O MM MANMANTENANCE OM M REVISED LINTEL SIZE AT FRONT ENTRY DOOR • 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 0444A ADDED ADDITIONAL- RECEPTACLE IN GARAGE PER wLL ESATSON (MELEU SQ.FT. CALC.I S 0444A REVISED HVAC VOLU'ES ON 80T CALC WHEDULE OSLW O6A2/IB ADDED 'EXTEIaORMOW DEEPFOOTMDETAIL a/euA(OR) LivSIG I,628 BQ PT. GARAGE 430 Sa PT. ENTRY IG Sa PT. LANAI Oe so. Pr. TOTAL. 2,362 bQ. PT. MAIIM ADDED LED LIGHTS • IOTu�1 i BATH PER MARL BOUES OrMna ADDED STC E OPTION ELEVATION C 4 D ITMVAJ oanlM ELEVATION Ts SIDW-ADDED LOUVER • GAKE ROOF I0/28M ADDED OPT. S'-0' CEILMG HEIGHTS 01/OIRO REPLACEUBP CONNECTORS wTH 8Pf•8GN CONJECTORB 04AVWO REVISE EWAVENT RADON PLAN D 04AMW OPT. W-V CLG• HOT.- ADDED LED LIGHT IN FOYER 04A 0 OFTb'-0' CLG. NO ELEVATION 'C'- REVISED HErvI4T OF AR 4"Y 0~0 ADDED ELEVATIONB'L'4'M'(OR.) STRUCTURAL SHEET # DESCRIPTION M40 ADDED ELEVATICNO MG'-TWA'-m'(OIL) PG SI—FOUNDATION PLAN PG S1.lA—DETAILS PG 51.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.IB—DETAILS PG SNl —DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUDDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND RNEED O�REGOR EXPLANATION NINODEER TO BUILD PROJECT BASED ONTHIS 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. AS DESIGN GROUP WILLRESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RF's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN 81. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774 4078 www.abdeslgngroup.wm AA #: 0003325 A aUHDIV. da LOT ABBOTT PARK LOT #8 BLK #15 PROJIECTp 04181.000-08151 MODEL: 4EBB "1828-CALI" GARAGE 9WU40: RIGHT PAGE: COVER SHEET 160 XN EXP. C 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. 8RE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8- LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 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 CARPORT$ 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1318INCHES 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 V 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 CINCH GYPSUM BOARD OR EQUIVALENT. B. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 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 (NOS) 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 SHALT. BE PER STRUCTURAL, SEE ROOFAVALUFLOOR 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 WITHIA' 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 FINI811E8 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-Cl063-12a 3. LATH & ACCESORIES PER ASTM-CA063-11A & R703.7.I. 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-CI O63 -15A AND R703.7. FIRE RESISTANT OONSTRUCTION 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. EXTERM CEILINGS 1. EXTERIOR CEILING TO BE 112' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 114' TYPE 'W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 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) 61h EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, 144i N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com L AA A: 0003326 c b b lsunDIV. ag TAT: ABBOTT PARK LOT #8 BLK #15 pitoileT04181.-08151 HODEIA 4EBB "1828-CALI" GARAGE s71ING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C 3A'-A' I, pl;o o oIYYYYPo . � oi1�YYY1-i�i'o!I�YIYY�YYY�o oIY��YIIo I m o • low mm o � 11 I i I1, ME o ° . i �r mm . 10 �NIM � o o Im 15OLLARPJ :. ` - . �..�r CODE G LE o p FOYER BEDROOM, I. oi o ■a � � oIYYY'ol o!IYYIfo nIIYYYY�Io n':IY�YYI�o FLOOR PLAN SCALE.1/4' '-0' -*I �II IYYY�YYYYYYYI 7�lidI�4�49iG SQ.FT. CALC. S LIVNG 1.028 Sa FT. G4RAC�E 430 SO! FT. ENTRY 16 SQ FT. LANAI 88 SQ FT. TOTAL 2 %62 ea FT. 6f�� EQ'O�BIIEaR�8DD�01O � OI"m am" 7101E IIOYPN111DM10 RIMR:B NOT" FODTAN MIN. WINDOW 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 OR. MIN. CRITERIA SaD. MIN. 41 5 31/411 CRITERIA 16010 ORD. 112 5 282/-31.5 BASIC HIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II. EXP.=C, MEAN ROOF HT. 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR BTJED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUC MANUFACTURER. oomwcAIB C L. TOP PLATE in BAR DETAIL A SC,ALE:1/2'.i' NOTE: -2-8 LOW. 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 &HALL BE EQJIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) M THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN 81. LONGWOOD,FL32750 PH: 407-774,5078 FAX: 4074744078 www.abdoslgngroup.00m L AA M: 000332E 74 io 8kk0 6 VITITH aUSDIV. Ac LAT: ABBOTT PARK LOT #8 BLK #15 PitdJECT* 04181.000-08151 MODEU 4EBB "1828—CALI" GARAGE 9WMG: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C UE DA NT 08/13/20 skim= Al •• �_�_ asp am _ FRONT ELEVATION SCALE: 114 • F-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R103A I�b +/-18'-4' BLDG. HGT. ? I 4' FREIZE �k BAND D 8'-O' ERG. HGT. COACH LIGHT 9 � s 0'-0' FIN. FL -- - - R 0'-0' FIN. OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE� AREAOFATTC = 23645Q FT. NETFREE VENTILATION AREA REQUIRED = I/30D REQLIIREDVENTILATION AREA = 2364/300 = 7.98 VENTILATION AREA X SC, INCHES PER FT. (144) 1134.72 SOL IN. MIN. REQIREDVENTILATION .5X 1134,72 IN UPPER PORTION OF ATTIC - 567,36541N. OFF RIDGEVENTILATION AREA = ]15541N. PER VENT 567.36/115 TOTAL A OF VENTS REQUIRED = 4.93357 TOTAL V OF VENTS PROVIDED 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG IDITERIOR OF WALL TO EXTERIOR OF WAU, NO OVERHANGS INCLUDED 12 b M IR LLE Lol Mqw REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH F-1 io iA s �D R--_---_—_—_------------_—_---------_------ OFF RIDGE VENT 8'-0' ERG. HCsT LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT b I-_w 1'-0" F . i0 S S 0'-O' FIN. FLR — --'—'---'---'---- ----------------------------- ,,0'-0' FIN. FLR RIGHT ELEVATION SCALE. 1/4. I'-& TEXTURE FNISH B'-0' ERG. HGT. _ A0'-0 MA -0' FIN. FLR DECO. DTL. A SCALE: 1/2.1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwabdosigngroup.com AA 0: 0003326 A 1 17 R EUDDIV. As LOT: ABBOTT PARK LOT #8 BLK #15 PItOJECT/I 04181.000-06151 MODELA 4EBB "1828—CALI" GARAGE 9TaNG: RIGHT PAGE: ELEVATION "CIA 160 MPH EV. C of Dw� 08/13/20 ISCALE: 1/4"=1'-0" aFIEET A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -� GeV OUTLET 201wr &IM" P" IIOV OUTLET IIOV 01 14 OF OUI WOOD TO SETa4 IIN OUTLET oFAU MOPGPI INTERI D aafleC PAIL #aTSRPTER (TAMPER RESISTANT TTF7) 220V OUTLET (4) UM CO W41MV I rt7- GFl W WATERPR00P OUTLET GIeDUD PART N1ERU•IR �j elurcM S11ITCI4 3-WAY OPBR 64 SWITCH 441AY OPER I.. 1 Sul now9En v LOW CELNG Lh%MT © LED CLS LIC44T LED VA-Cft ©VP PROOF LIGHT O VP VArm PROOF LIGHT OQ itnessom CAN eVST. PAN I OM FM e6 FT. V/IT. PAN W6LIGIT 1 OT1 PER e0, P. V PIM4Rli rWP6EL TOO EY RUOI® ""sow ® ( L ) AROIRO { [SJ� MJT) AAq►C 9' PLUOPEACBT 4'PLUOIWeCNW p� 21 ra—.ems-�sry 4' TRKR LIGHT 0 PAI dill METER • .0).D. SP1DKe I7ERCTOR EAR_842"E' YILUSEOY®E WW1 NdxIED BArT-B4aE-uP SD• 41man DETECTOR YE.tlSEOYIEC ® CAP" emoo CenKTOR Omw .41-CS# s n... WALL OffA DRrANce OP NOT LBWS THEN 4• PEDANT LAW ATIAVAL GAS OUTLffr ► aLaPHIOea "OK UN D ON=,' T ■e d Al,EE,paaZIM D M AWN ON I�N TELEVISION JACK COLINSIDOXREW O J-DOX TO EE SPR•ORMID N ACCOICN6E WW SON MAIINSO M SIGN Fae CUILM Sox Fokkmm CELNG FANLIGHr TO ME SPPOICUP N ACCOPOAHM W BOX PIAPSM AS BaH role Anna u• NUropcar LIGHT &TRIP nno 2S' a4eAlDEseB'1r LIGHT s7RP nnno M• liCAlOpCOR LINT &TIUP tR.00D LIST OPT. WEOESTY g1TAD • Pa nEH-BWTTON 1 Pae aw" we PORT • LOCATION OF TV JACKS 4 PHONN CM06 4 PAN& To BE VERPED • HOMEOWNER M!-CQMTRIOTION MEEnra. • ALL B a 20 AMP BRANCH CR ICUIT& TO EE ARC PALT PIN2RECTED PER !Ip!T t FRDvu CM6 OF mm &n4 EDTICN (2EIT) a Ntat 71RL 20M4 EDITION • 210 AMP DEDICATED LA4NDRT CIRG7IT. • GR • WL40 (NOT ON K4TCH04 CWRCUIT) • DUMASER DISCONNECT TO EE LCCKOL T N PANEL • BMMRROOI•I E3Gi4M PAN To HAVE MIN. CAPACITY of N OM WM"TT@T PER ELECTRICAL A%OVISONS OP PBGR &Tu EDITION (2Mrl. SECTION Mom • LA NCW ROOM IN'.CLPTACLE SHALL Lux11 PA1LT CIMU-MEINNOnM PRDTCC:TION MR PEIYQNL ON PSEDERW • YANG MTMC0 SMALL Be NON PETALLIG CABLE PER E.CCTMCAL. PROVW" OF PBDR &Tu Eo r2Rn2 • ALL WOW TO COMPLY WTM TLECTINCJL PROVISONW OF THE BOGR &TH ED A01TL . AJ. LAPIPM WSIALL s! eELtGTm BT BaLO!! AND TN 0 LIGHTNG FIAT BE ENRIRSY ER96IOT TYPE PER Man EPICIB4CY) 2BT. &us EDITION w4Ru CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN \-------------------------- COACH LIGHT ELECTRICAL PLAN SCALE. 1/4' a I'-m' METER PVER PPY LOC, WP Panel MAIN - A PANEL: 8/18vpcn. breaker VOLTAGE: 120/240 V.1 Ph MAIN: 150 Amp M.C.B FEEDER: 3.#1 Cu TRIM I-#6Cu(G)in 1112'C.OR3-#2AI AL TRIM &1-#8 Cu (G) in I Ir2"C. wln Pale akt OeeM tlan welb Onionank W." G file Pxe wk. .2 1 20 EaaOar Rec GFIbNO 1200 I 2 S !12 2 20 L11pAlon Pump 10W 3 I 3 w s 6 5301 GU-1 35 2 aSpace 7 8 PANEL - A PANEL: 42 at breaker VOLTAGE: 120 / 240 V APh aWN: 150 Anp M.L.O. FEEDER: 3-#1 Cu TRhtl & 1-#8 Cu (G) in 1 1/2" C. OR 3- #M AL TI-M & 1-#8 Cu (G) in 1 1/2' C. Plih Pole wr a waft ar. area waft Dese ten IEe Pae afire #12 1 20 SmY hnw 1ND 1 2 SM RmOe 50 2 as #12 1 20 IAeroatx / Xeed OF! 18W 3 4 02 1 20 Smer Apgsnee 16w 6 a 4500 WNx Neer 25 2 CO #12 1 20 1DW 7 8 012 1 20 DINIng RNoiiptuM AFCI 1500 O 10 1200 Dh Y GFI 20 1 #12 013 1 20 esM GFI Rac echo 120D 11 12 1500 Dhlnpahx GFI 20 1 N2 014 1 15 F /XYf ate.8/Y Baa R AFC1 ODD 13 14 MW Oryx GFI 30 2 !10 V4 1 15 LMng Rcom, LI Lights AFCI ODD 15 is #% 1 15 Keelen, Pant .& AFCI ODD 17 1a 1500 WUWGFI 20 1 1 N2 M4 1 15 SD&UOAFCI goo 1e 20 70DD GmwDwOmwGFI 20 1 #12 #12 1 20 L. 111001/Om AFG 1200 21 22 1200 /Exe4orU6R MAFCI 20 1 N2 S w 23 24 O00 01 SWt AFCI i5 1 iU S w 25 26 Olp peals III AFCI is 1 #14 n n s a S 29 30 1000 NA caxNam 20 1 N2 31 32 33 x s c s w 9s 3e s e s 37 set as 2 36 AK: AHU-1 axx 5 KVA at 85% U26 39 40 S ... 41 1 4i sp... Lwdsu wtle dwmd aotxcxouboW, I in 1lOW m7m Lwbsubxlto 6emmd AxxselcWYcns/Iha Demand aCbor ab s: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT NMRRUPTER NC: NONCGNCOENTL000 GN: GROUND FAULTNTERRUPTER TOW Ms,to bwema tax1 42700 ' Fkx 10000 Apex l DO% 1woo Remslnh vwptYdO% 73DB0 Tax A/C hY 10BB LOAD CALCULATION 19 BASED ON AC NON-COINCIOENT LOAD tix Caeamed Lout Wets 33OOa TOW Amps Rmius/240 volts 141.9 Galwral Llghft & Raw 4aOM Load Trial AIC S IAA FeY 1828 Gmxal Lh a Rx 3 W / St. FL 5464 fix• 1 at65WILi ht at100% 85 T" OenW UI A Roc(With)5$49 I CIOsi) tRk TONIVAf& Gon" Us a Rea Pmx A 9 617 5549 I I LED LIGHTING C SINGLE LAV. • BATH •2 I I I 10 I I L I I I 19 I I I I L I LED LIGHTING C�? DOUBLE LAV. BATH M P OL TMW . P& Q) IN C0NOWT OR 1 . M G) IN 2• CCFbUT OR 2Ae A. &L)R UM INATE ABOVE ECPRT • OVENIMA ) 150 AMP ELECTRICAL RISER NOT TO ScxE. 0164C NECT &m AM I�g40 K7LT C4MRAL NOTES n ELECTRIC PETER INA ELECTINCAL MATEINALS APO NOTALLATIQN SMALLNEPU 3m ENC4.Omm PAF4LL CO'PLY IN ELECTRICAL PIROVISON& OP THE EQQI6igt+") LOCAL Co42ES. AND ALL LOCAL POWER a ALL CAPDUCWM SMALL BE TYPE TWHN MW UNLESS NOTED OT HEMOL omfmo 1i tEevlce eAELe TnalitAm N EITRAlC71 SERVIO! ENTRANq r�97 1I4etlPPIDR �I&r,BMr POWER CO"PA FRONDS BB AMP. OM40 VOLT. I PHASE SECODAR% ELECTRICAL SERVICE. PROVIDE 5 9 COPPER (CW) IN 1412" DU SCHEDULE M PVC 001DWT OR PROVCE 9 4/O ALU001 (AL) N 2" PIA SCHEDULE SO PVC COFOWT 114.E116 SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTING COMPANY PRICIR TO BID. MER&YSTE•I BODNG YMMM". AT LOW VOLTAGE GOMISCTION& 1 a/ CU SERVICE GROUND CONNECTED To C424CIS:TE ENCASED TOOTER STEEL PER BACTINC,AL PROVISIONS OF THE WGR Qi ED1D�L &W' DIA X S Pr LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com L AA #: 0003325 J I I I c akko 6 ka 6 V acr>aasv.� a•: ABBOTT PARK LOT #8 BLK #15 PROJECT 04181.006-08151 MODEla 4EBB "1828-CALI" GARAGE 8WMG: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ■ PLUMBING PLAN SCALE: 1/4 " 1•-V' 2' VrRy KITCHEN VTR SINK UY �' AUTO VENT �I1/2 4-11a' 11/2 .� I �I lam �2.lrl 1/2' IuUr_2 � 1 la• TUB I I 3•�.LAV 2 LAV Ur- 3 3 I I 3' 3 1 1/2-i 2 P WASHER 2 CO 4 4 TO IAIN PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 327W PH: 407-7746078 FAX: 407-7744078 www.abdoeigngroup.com L AA $: 0003325 A-C b ego C $URDiv. Se LOT: ABBOTT PARK LOT #8 BLK #15 PROJECT 04181.00 — 08151 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 160 MPH EX. C of DATE; 08/13/20 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. RECUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER PBC 6TH EDITION (2011) MECHANICAL OLD& CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. PRESM AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN W FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SMALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/81MOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND POC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS &HALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER 91006TER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC AIR SUPPLY AIR HANDLER EVAP. TRAY SCORIATED NICKEL BRONZE FL. PL. INSIDE CAULK NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS O O EXTERIOR WALL y AIR RETURN SUCTION AND LIQUID y REFRIGERANT LINES y EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB i REFRIGERANT LINES TO RETURN C0NDENONG UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER POOR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K J05AM 560" SERIES NICKEL BRAGS TOP P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYP. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR 000 0 CEILING EXHAUST FAN CEILING EXHAUST FAN A LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WE, ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE I1/14' STRAP MTL. SCREWS (2) CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CO. PLUG FIN. GRADE OR PAVING WE SPEC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED gEXT. GROUND CLEAN -OUT (TYPN NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE. 1/4 . P-0' ■ 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abd"gngroup.com L AA #: 0003325 J c io b a SLTSDiv. 8e LOT'. ABBOTT PARK LOT #8 BLK #15 PROJECT# 04181.000-08151 MODET • 4EBB "1828-CALI" OARAOE 8WWO: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C 2x4 TOP PLATE PER rut A PLAT -IF PRE-FAB TRUSS 14' CLG. BOARD 1/2' DRYWALL —�,_ 1'Y"r SECURE ST. — PLATE TO SLAB W/ M)d MASONRY NAIL • 32' C.C. MAX PIK PLR 2X4 WOOD STUDIO 024' Or_ rw:c ulwvv nv 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.G. (a:)TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'-I'-0' FIBERGLASS SHINGLES OVER SO FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.1.1 ON I' CAB. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSSJJ MTL. DRIP EDGE J 2x FASCIA PER 0' ELEVATIONS TYP. O.H. VENTED SOFFIT 1/2' THICK 2 COAT POR'I'LAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8, GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM• SOLID GROUT W/ CU- 5 (2) COURSE 'DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE.3/4'.I'-0' ENERGY CODE FORMS ATION R-VALUES .PENCE STRUCTURAL I` I I ULATION WIND W ATTACH 'L,N'V f_L WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 1 I 1 _"'_4PtEme Ix2 P.T. FURRING — STRIPS • 24' O.G. e' CMU I/2' GYP. WL. SO. - WOOD BASE — FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.IJ ON O.S.B. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN, FLR_ _ _ J, 0'-0' FIN. FLR a e. .. a n W/ WINDOW OPENING H TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF S 2:4 1—STORY HIP BLOCK WALL 82)OLAY ERIUNDERLAAYTO LESSTMENNT SYSTEM D1 SCALE, 3/4'•1'-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 6151 MO ss& POR G" LN 2B GAS LINE THRU BLOCK N•.TO FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R80SJ.1 ON J' OS.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0' TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT—lf--- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 8' CMu In' THM 2 COAT - POPMAM carox PLAaTM AFPU"'o o20CTLr TO MAGON r OALV, aTM---- MO VERTICUL TRACK by PULP. PMTleD To TRACK ORACKM w p"o=T APPROVAL RKi COMM 9M 40 a' ccu m 67mcnvtAL Pm RLNCRoe'6tT 2.6 P.T. W ATTACH= TO FILL C&I. Aa MR PRov= APPROVAL RCS SRALANT t PACI®R Roo IIe,LTNm aTRIP MC"M ALL AROUND ter s GARAGE DOOR JAMBS D1 SCALE:11/2'-1'-0' i-2X4 SPA 24' O.C. MAX — SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS^ STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS — CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION If \ S/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD ti W/ WINDOW OPENING R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. PURRING STRIPS • 24' O.G. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS 614INGLES OVER P30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSJJ ON J' OSJ5. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE OJI. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY cm 0'-0' FIN. FLR ' uAl' rnLYP. WALL SECTION IQJ NO OPENING 5 1—STORY GABLE BLOCK WALL 1 SCALE, 3/4'-1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407-7744078 www.abdeaigngroup.com AA M: 0003325 J 1 z I; b b �o 1 ABBOTT PARK LOT #8 BLK #15 PROJECT# 04181.000-08151 MODEIe 4EBB "1828—CAU" GARAGE NWING: RIGHT PAGE: DETAILS 160 MPH E C D � 09/13/20 BCAL.E: 1/4"=1'-0" aFIEET D1 im 2X6 P.T.. CENTFA OF DOOR HEADER OSCWED V (U la' X S' J-COLT ILV 4• MIN. EMBEDMENT WV 2' X 2• X W' I# AMR 4 NUT OR WV (2) 1/2' X Y ANCHOR MOLTS IW 2•X 2•X W UASOR♦NUT IE IB SECUI4! 2x4 ON RAT TO BILK ® W MA60W NAILS. 2X6 hARAOE DOOR 6M SEC MD YV (S) N' X S• J-MOLT OR ANCHIOR ® MOLTS. LW W MIN. EMMEDMEW, WV 2' X 2' X III' WASHER 4 NUT. (U WTHM S' OF TOP. (V W 41N S' OF THE OTM, (1)EVENLY SPACED. 09 ® III IE IE Is R NOTES, ALL ANCNOM SHALL SE M ACCORDANCE TO MANUFACTURE" INSTALLATION WSTRICTIONS WERE abcw PATRUOTIONA ARS HORS 97MR40ONT GARAGE DOOR BUCK ATTACHMENT �\,W IfJLR --I- 8' CMU 16' DRYWALL 1'X4' OR 1'X2' P.T. NAILER ❑ Ix4 P.T. OR %4X4' MIN. SECURE THIRD FRAME 4 EXTEND 1-Y4 INTO BLOCK W/ %' TAPCONS (MIN. SHANK SIZE J0 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Y4' WITHIN 8' OF EACH END 4 IV 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 4 A t m M TO BLACK +9 4 OR +8 SCALE: N.T.S. 2X4: m SECURE TO BLOCK W/ 3(r TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X6:m SECURE TO DL W/2-%- TAPCONS(MIN. >ArK SIZE 145 MIN. HEAD SIZEDADO MIN. EMBEDMENT I Y4) WITHIN W OF EACH END 4 8' Cm 18' OTC. MAX SPACING. )f' DRYWALL 2X&, VX4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-%' CASING TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB ORWINDOW MIN. EMBEDMENT 1 Y4') L--ATTAC44 TO 2X WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACINCs. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1 2" in'\ ADIDOW TO BLACK +1-1 " = SCALE, N.T . 2X4m SECURE TO BLOCK W/' TAPCONS MIN. SWANK SIZE i45 MIN. HEAD SIZE —ACV MIN. EMBEDMENT 1 Y4) WITHIN W OF EACH END 4 NOTE, NOTE, STRUCTURAL 2X IB' O.G. MAX SPACIN SPACING. BE ON OUTSIDE 4 2X6m SECURED THROWN SECURE TO BLOCK W/J-116' NON-STRUCTURAL )1(s' A MIN. I (MIN. SHANK SIZE J45 T EMBEDMENT INTO BLOCK EM15ED MIN. HEAD SIZE 300 9' MIN. EMBEDMENT I Y4) DRYWALL R WITHIN W OF EACH END 4 18' O.C. MAX SPACING, 'X4'OR 1'X2' P.T. NAILER 2Xb,ma SECURE TO BLOCK W/J.%, 36' O.S.M. X 4' MIN. TAPCONS MIN. SWANK SIZE .145 p001R CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. IS, O.C. MAX SPACING NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +1-18/18' C W TO K +1—U6 8 ALE, N.T.S. 2X4:m SECURE TO BLOCK W/ IV TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING MUST BE ON OUTSIDE 4 2X64m SECURED THROUGH SECURE TO BLOCK W/J-%* NON-STRUCTURAL Vo' TAPO" TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE MO MIN. EMBEDMENT 1149 GWITHIN 8' OF EACH END 4DRYWALL IS' O.G. MAX SPACING. X4' OR I'X2' P.T. NAILER SECURE2Xbcomm DLOGK WR-11(A'MIN. DOOR CASINGSEAS !TTACH SHANK SIZE J45 MIN. HEAD SIZE 300 OOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TO 2X PER WITHIN 8' OF EACW END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4 ) DOOR JAMB + n 11BSD0W TO UNCKK+22lXf " SCALE, KT . 2X4m SEGO BLOCK W/ 2)(A' (MIN. SHANK SIZE J45 MIN. HEAD SIZE -SOO MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.G. MAX BPACMCs. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%-NON-STRUCTURAL )U((.' IS TAPCON MIN. I-Ys' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT 1 Y4) 1f' DRYWALL WITHIN W OF EACH END 4 X4' OR MCI' P.T. NAILER 18' OG. MAX SPACING. ❑ 2XS4m SECURE TO BLOCK W/2-%' TAPCON6 DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMS OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 16' O.C. MAX SPACING MANUFACTURES DETAILS. NOR. WI Y,✓ip TO „LVf Wt> fD0 NDT O,C�Ii'/ DOOR JAMB TO BLACK +3" %1 IRNDOR TO BLACK +3" ' SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2X 18' 0jC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL V TAPCON6(MIN. SHANK SIZE TAPCON MIN. I Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE —ACV MIN. EMBEDMENT I Y49 8, CM 8' OF EACH END 4 K• DRYWALL IB' O.C. MAX SPACING ❑ I'X4. OR PXJ' P.T. NAILER SECURE SECURE TO BLOCK W/2-i(.' 2X SECURE TO TAPCONS(MIN. SHANK SIZE JGTTJRAL MEMBER 712T Jty )I2d WITHIN 8' OFEACHMIN. HEAD SIZE 300 D 4 6' TO 6' O.G MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3" F' SCALE: N.T.S. 2X4m SECURE TO BLOCK IW/Y4 TAPCONS(MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 IS' OiC. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL )W SECURE TO BLOCK WA-114' TAPOON MIN. 1-Y4 TAPCONS(MK SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 GNNI MIN. EMBEDMENT I Y49 1S' DRYWALL WITHIN 8' OF EACH END 4 16' O.G. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8mo SECURE TO BLOCK WA-1/4' )(.• 0.S$. X 4' MIN. TAPCOW (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 6' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. MOry MRI Y Nib tO"-m -,m w NOT - cm DOOR JAMB TO BLOCK +3-7/18" @G) NINDOtt TO BLACK +3-7/16" " SCALE, N.T.S. 2X4m SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE." MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL W6' TAPOONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU WITHIN 8' OF EACH END 4 J1' DRYWALL 18' Or- MAX 6PACWG VX4' OR VX2' P.T. NAILER 2X84s SECURE TO BLOCK W/I-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER C. 18' O.MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3 9/4" H X +334' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com L AA N: 0003325 � Cy�i �ix3F3 � � % ��• m b 1+JIVEM a LOT ABBOTT PARK LOT #8 BLK #15 PROJECT# 04181.000-08151 MODEL: 4EBB "1828-CALI" GARAGE 8111MG: RIGHT PAGE: DETAILS 160 M2H EXP. C OF DATE: 08/13/20 BCALE: 1/4"=1'-0" SIIiEET D� PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 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 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 114963 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16SO3.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/28/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R1 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 12/32/2020 FL 15076.1-RS 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 15279.2-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 1Z/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-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDELITE 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 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-117 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 30477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.145 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-113 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 70D6.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 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: 07/27/2020 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-7744078 FAX 407-7744078 www.abdosigngroup.com L AA P. 0003325 o b � aso 6 j... L j... B1uBDIvI de LOT ABBOTT PARK LOT ##8 BLK ##15 PROJECT# 04181.000-08151 MODEL 4EBB "1828-CALI" GARAGE 8WIING: RIGHT PAOE: PRODUCT APPROVAL LISTING 160 MEN EXP C DAA E 08/13/20 DCAL=- 1/4"=1'-O" 8JHEET D3 P41POPRIM CONTROL JOINT PLANOE OF CONTROL JOINTS Td BE WIRED TIED TO LATH ) d OG. MAX (VERTA !gL DO NOT FASTEN CONTROL JOINT TO WALL EVEN F 67Lm EX16TO BEYOND EXCEPT STAPLES UV 68CIP�C0NTP L JOINBE USEDT DURING INSTALLATION —\ PAVENERS TO BE SPACED • 1' OZ. MAX VERTICALLY i' THICK, 3 COAT CEMENT PLASTER Ulm LAYER 4. FORTIPIBER BUILDING PAPER APPROVED METAL LATH FASTENED 01' (VERTJ OG. MAX At SUPPORTS Ulm LAYER 4, STUCCO WRAP WOOD "ATHNG \ n LATH eHAu NOT BE CONTNUOUO v To )• r ro)• THROUGH C0NTPAX \ JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER A6TM CMP63 PRONDI 2X4 BLOCKINS 1.10 u PLACED RAT MAX. 6' TO •' FIROM CONTROL JOINT WHEN CONTROL JOINT PALLS ON NOTE,\ \ ASTENERS FOR LATH TO BE NAIL6 67R1CTURAL STD OR STAPLES N COMPLIANCE W/ ASTM CI063 2. wm TIES TOM (NO. W S' WIRE MOIN A BLOCKING, UN MA6HOY BE IT ADDIT1py \ TO WALL 6TUO6 REOLIREO PER PLAIN / • 1 •w1ollaq OLPC.D.R6WRD.P'LA OLPC.D—. PT. A N. C•IAU • L CRRAN . PL C OL FC-D N/W . IR. A L CREAM . M. E PEED 4 • Ol FOLD O)IMO . R. A a. elaAx . Pr. • ). elsAr r FT. e A. PEED Pr. C CA'" M. 6 TILL f r. C TOIg1EO 6Drmm FLAME v� e FLAME wnRtWa MAL POLO. pQ wmL . bigmL APPROVED OWLDN6 uIRAP $FALL BE LAPPED A MINIMUM OF 6' ) VERTICAL LAPS (ROLL ENDS) a 6' • HORIZONTAL LAPS. ALL SEAMS NERO TO OE TAPED WITH 1'ORTIBER SHEATHING TAPE / r MFL LAP . n1aAL uTw \ X LATH VERTICAL LAP TO I E V n �c—rn METAL LATH I Ulm LAYER % I CK3 COAT CEMENT 6Tueco WIRAP METAL LATH if,' n Oa OILYI/ I UM LAYER Q, POW IBER UM LAYER •2. ►ORTFWIIt BUILDING PAPER \BUILDING PAPER IrFl-6=00~ 4'x4' SELF-ADHEMYs M E BRA E- PLASNNO (COMPATIBLE UV USE HO WRAP MATERIAL) OVER I. OR LESS PIPE PENETRATION GUT AND OVERLAP ONE 610E OF SELF-ADFEIRNG MEMDRANE — FLASHNG 7 "I h�� 6'n6' DEEP-ADIEIRNOI MEMBRANE —FLASHING (COMPATIBLE W/ HOUSE UIRAP MATERIAL) OVER 4'x4• SELF -ADHERING MEMBRANE FLA6HNG OVER APPROVED HOUSE WRAP. PLASHING to t9cTRN0 ONTO PNP! OF UEm LAYER 4, FORr PIBER BWLIPM PAPER TOTAL LATH 670' GELP-ADFERNG MEMBRANE! I NISTALL FASTENERS (CLP6. FLASHING OVER APPROVED WOOD SHFATMM STRAPS, STAPLES) AS Ilaw"m TO SECURE mom WRAP. FLdSH•IG TO lMQID ONTO MP! No URN TO PRAMNG 4'x4' SEV•ADHCRNO MEMBRANE FLASHING OVER APPROVED NAP I' MN LATH LM, 4' pIOR ALL Evelo ONTO PIPE o ' rR -LAP L Y W CONT. BEAD OF SEALANT SCALErI INSTALL APPROVED NOSEAIR RNLTRATION DRN AER OOVERR 6HEATHNG ELAWOMERIC COATING OVER STUCCO/ VERTICAL LATH C.V. FINISH (6EE TYP WALL SECTION) & PAPER DETAIL wow STUDS SECTION PER SECTION R703.7 � eNEATNG N ExtE�aPllaralmab wxnend waster LAPS OF METAL 6 I E L DE shall—T f ST Pka#w PLASTER 54SE6 SMALL re gNrementa of ASTMCi2&17A DE SECURED TO FIb MW. MEMBERS. BUILDING PAPER rI.M Installation of exterior lathing and GamkV THEY SMALL BE TIED PORTS shall c Oy Mth ASTM C 1063312A. BETYEEN Str WITH VA416-N (121-M) STUCCO W' LM . urx URRE AT INTERVALS NOT 9' LM . PMER MOP! THAN S' (226-MM). AS PIER AS1M CWP63 PIPE PENETRATION DETAIL (FRAME) Q KICKOUTIAL MR PAIR OF TEAM HORIZONTAL LATH 3A N.T.S. DETAIL IN Ulm LAYERS, TEAM MAY BE PATCHED~TA &_ PAPER DETAIL UVFIOIISt tBRAP TAPE PER MANF. SPEC. OR PEEL A STICK j' THICK 3 COAT CEMENT PLASTER (FRAPEA N' 2 COAT ` CN•e+T PLAN.R (C'NU z URIS LAYER O, FORTIMISER U1 BWLDNG PAPER amps aLT) WM LAYER q, �+ er = WAAPamwm OLY) LAP LAYS! OP OU LDNe ~ owe NALIIN (LAN/• )TOP C21211" AD" atn 4•� TIUME on cm I •^— \ ROOF Oui WALL PL.W O i NKKCWT MAIMING (M COAL) .L7 VIAMM TkW ORAL (200 OR lef OOWE , DO.IET CR NrAu RIaREur AT 6or1En w REOP awLL NIRRI.E„C,) WOOD SHEATHING OR CM WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 a TAPE OVER atu nuei I 09RE 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — — — — 5UILDING PAPER) METAL LATH x—x—x—x T'� STUCCO 7 5ELF-ADHE5IVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION Ri031.1 / ASTM C-641-013, MIN. 2.5 1_55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774-6078 FAX, 407-774-4078 www.abdesigngroup.com AA •: 0003325 O m 1J ako 6 I X!uallo . ag L(OT ABBOTT PARK LOT #8 BLK #15 04181.000-08151 MODELA 4EBB "1828-CALI" GAR"M OWING: RIGHT PALM: WALL ASSEMBLY DETAILS 160 MPH EXP. C I D � 08/13/20 SCALE: 1/4"=1'-0" aI;XX = WA1 I-T_I.3 dcr,%. 7 INSTALL 6' SELF -ADHERING MEMBRANE FLASHNG OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEn'e OF FLASHING TO BE, I. BOTTOM, 2. SIDES, 3. TOP VENT CAP 18 TO BE SET N BED OF SEALANT AT TOP AND BIDES ONLY. SEALANT 18 TO BE TOOLED SO A8 TO DEFLECT WATER AWAY FROM JOINTS. E-2 BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Ye CAULKING • JOINT ALL AROUND PER SECTION R703.7 EAwlor 1 dit and daslerin0 Exterior use of portland 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. WRB LAYER h, STUCCO WRAP HOODED VENT i' THICK, 3 COAT CEMENT X' I. PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — IBUILDING PAPER) METAL LATH X—X—X—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING LAYER 11. UNIT STUCCO WRAP LAYER 4, FOWIFIDER PREMANUF. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) WOOD Va'TEXTURED CONSTRUCTION .�—FNISH 0 WOOD FASTEN TO WODD STRUOTIRlAL SEALANT* PITIOM • 1' oa MAX TOP < SIDES V. cry 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE. N.T.S. ELEC. METER FIELD COI VERIFY LOCATION / ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLINCs ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARSER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION UIRB LAYER "I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTER$ BOX, APPLY TO FAA EDGE APPLY E-2 OVER 60 MI GRADE D. FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC IP 6' MOE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY 01POIE APPLYMG V FNRSHH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRS LAYER 01, STUCCO WRAP CUT 'X' INTO SELF-ADHERNG 1 MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UM LAYER 7 STEP #1 STEP #2 WREN LAYER STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 ® j'MEMDRANE FLA8F11NG �- WRS LAYER 4, FORTIMBER WILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEW #o' OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750. PH:407-7748078 FAX: 407-7744078 www.abdesigngroup.00m AA #: 0003325 ell } R kak 6 kmk 6 :9 4n AU X Q i g i F sPARK #8 #15 #0-08151 BB CALI" BWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C AA NO D � 08/13/20 SCALE: 1/4"=1'-0" 8*M=T WA2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "Z (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF—ADHESIVE FLASHING — — — — — 2 1/2' k CORNER BEAD (FASTENER E SPACINCs 0 'I' O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R�CORNER BEAD 0 BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32150 PH:407-7748078 FAX 407-7744078 wwwAbdaBigngroup.com AA M: 0003325 X � � e ;]ZE s� mm sysDiv. ac LOT: ABBOTT PARK LOT #8 BLK #15 PROJECT# 04181.000-08151 MODZU 4EBB "1828—CALI" GARAGE 81WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER — • — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — WOOD C"TRUCTION BEYOND WOOD eNEATNMG WEATHER RENST" BARRIER M WEATHER ARHER RESISTIVE !(F. X"AL SIDM6 / i' \ RL�M6 HERM6 as PLA04 � s 0 WEATHER RESISTIVE STARKER DTRP / WEATHER\\ \\ DA HER in@SISTIYE optI `\ y W eELP•ADIERING iffiat!KA 8HM6W FL V'D METAL OALVDMASHs.Io IWta== TRIM tk7'ie�ER tX 6 TED I !�i \ \ / OR AFV4WVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION WOOD CONSTRXTION BEYOND WOOD BNEATHMG TMEA -1 eTIVE D�AARtlRIERq SISTiVE /.�iiiq-:'Gd LAP 61ONS ' `iO'-ADHERMGBOARDDi BBAttR1SR ADHERN6 WEATHER AGWM SAPMER I�RF.BISTIVE STARTER STRIP � DER RESISTIVE �PETAL C ALV 6 ELEVAPONN PER CASM ` HARDE TRIM PER I BLEVATION \� / OR APPROVED SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesl8n8rouP Dom AA S: 0003325 J 65. a BUDDIV. & LOT: ABBOTT PARK LOT #8 BLK #15 PROJECT* 04181.000-08151 UODEIc 4EBB "1828—CALI" GARAGE BTaNG: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C A AI NO PRINT 08/ 0 DATE: BCAI.E: 1/4"=1•-0" 8HEET WA4 \ 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE fl` I\ i/S' TEXTURED I FINISH tv WOOD 1 1/2' TEXTURED FINISH s CMU / METAL FASCIA \` WRAP Ye' FROM STUCCO, 1' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� \\\ NOTE: NOTCH FOR 2XG \\ SUB BAND ONLY ®ELEVATION TM' TEXTURED FMISH • WOOD, 1/2' TEXTURED FINISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x oft cm WRs LAYER �, x x x x x x 1 CC STUO WRAP(FRAME ONLY) x x x x x x x x x x x x — WR5 LAYER 4, PORTIFISER x x x x x x x x x x x x x --'-' CUILDMCs PAPER (FRAME ONLY) x x x x x x x x x x x x x ; -... FRAME OR CMU 2x6 sus edr1D �n ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x NFELT PAPER DRIP EDGE x x x x x x x x x x _ DRIP EDGE METAL Klac our x x x x x x x x x x x x x (REFERENCE POINT I V ONLY FOR WALL OFF x SET OF COMPONENTS) r—ROOF KICK OUT REMOVED FOR CLARITY \ROOF DECK (BEYOND) \ \ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) 7 `�l/S' TEXTURED FINISH / WOOD, 1/2' TEXTURED �/ FINISH ® CMU 2x6 SUB -BAND W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK ®PLAN A METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FIN15H 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS b'-S' O.C. MAX. 2x SUB -BAND WA'x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL C9) WALL W/KICK— OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA�'x4' NOTCH w END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT o 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 W/%'x4' NOTCH s 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.ebdeslgngroup.00m AA B: 0003325 J OMM aysDIV. Se LoT ABBOTT PARK LOT #8 BLK #15 PRDn=T* 04181.000-08151 MODEU 4EBB "1828—CALI" GARAaa 8WING: RIGHT PAdE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C r u� P TM D08/13/20 aCA=: 1/4"=1'-0" 8*=ZT dY AV 39'-8" 28'-6" ,�• 9,,8• 91-6" 15'-10" 3,4" 36'-2" y03'-00' SLAB 12X18— — — — ' IX I a 4" CONC. w SLAB (f a #-3 1/2 1-.0" LF-24X24 I 101-0" 10 .. L1 I r 1 FM-12X18 EXTEND SLAB 1 112" 4" PVC CHASE i i� " I — i I TOP OF SLAB .I I// LL IN 19'-0" 5'-0" / ,., c — — TE1 — — ----� I I N *-5 1/2 17'1" 5 3'-0„ I m I �I �I � 9I EXTEND SLAB 1 1/2" 2 m 1- CONC. �( FM-12X18 ,SLAB � W) *3 1 /2 `---- o 2 *-71/2 1 M I L 1.1 FM-12X18 _ J - FMC-12X18 v FM-12X18 FMC-12X18 4 4 1.1 1.1 10,-2" 3'-10" 4' 2'-8" 16'-0" 2,-8" 14'-0" 21'-4" 39'-8" FOUNDATION PLAN SCALE: 1/4" = 1'-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 +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, EIINDICATES #6 BAR,IIIINDICATES #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: Pm = 1,5D0 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 3 OF SLAB SUPPORTED X-O" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS (I. W 1 AxW1 A OVER GENERAL 31/2" 6MILVAPOR COMPACTEDFILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOMREINF. TOP REINF. T.O.F. SHORT LONG -1 8" - s + 0"-0" FM-12X12 12" CONTINUOUS 12" - ( )#vs + 0"-0. FMA208 12" CONTINUOUS 18" (2)#69 FM-16x16 16" CONTINUOUS 18" - s +0"-0" FMC-12x18 12" CONTINUOUS 1F, - s #51 CURB VARIES 1441 N.RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdesigngmup.com L AA #: 0003325 3 c 16 O iggo 6 b aUBDIVI. Se LOT: ABBOTT PARK LOT #8 BLK #15 PROJECT* 04181.000- 08151 MODEIs 4EBB "1828-CALL" GARAGE 9VIING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C 11 DAA F-RIE. 08/13, aCALE: 1/4"=1'—O- 8*=MT s1 30„ MIN. EACH WAY MONOLITHIC FOOTING Z -E STEEL REINFORCING IN GROUTED ,-. " STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND t0 SPACING REQUIREMENTS m SPACING REQUIREMENTS • .(.� �v GARAGE DOOR Lu V W •". /w� RECESS O �� -T�. ..�.:'. p r FMCL g� x co Z 8"CMU WALL O Q 8" CMU WALL I.. CORNER BARS, SAME SIZE AS LARGER BAR f I N W B+ w= O io `� °D - +- 0'4" °° I FOUNDATION WITH 30" LEG EACH V o +- p-p" d ,Jf WAY AT ALL CHANGES IN DIRECTIONS W N to TOP OF SLAB M TOP OF SLAB I ... '1 SO THAT THE STEEL REINF. IS CONTINUOUS _ - °may; I MATCH AMOUNT Of CONTINUOUS BARS CURB FOR • a EXT. PORCH SLAB <.. SEE SLAB SCHEDULEII BAR SIZE 48 BAR DIA. 4" CHAMFER (I -STORY) SEE SLAB SCHEDULE TOP OF GARAGE °� v. CONTINUOUS STEEL MONOLITHIC I� FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7' AT ELEV: W/ 1/2" ISOLATION • 6" CHAMFER (2-STORY) #3 18" EXT. PORCH SLAB 4" CHAMFER (I -STORY) It JOINT (WHERE • • #4 Y4" W! 1/2" ISOLATION . 6" CHAMFER (2STORY) APPLICABLE) i � � SEE SCHEDULE JOINT (WHERE APPLICABLE) Z r° � • • 4 EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY #6 42 AND BAR QUANTITY NUMBER OF BARS (Is. 2 TO 3, PROVIDE 2 BARS), LINO %EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 3l4"=1'-0" U2EXTEFHOR SCALE:3/4"=1'-a' CORNER BARS DETAIL DOOR OPENING @ GARAGE v 4 SCALE: 314"-1'-0" SCALE: 3/4"=V-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 2-ROWS, 4" BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP T OF WALL W/ PLAN LAP TO OCCUR OVEERR STUD W I 2z4 OR 2z8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE 2" CAPPED j rn NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O d SECURED Wl2- PART SPACING. SINGLE BTM. PLATE 1/2'k9" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. W/FLANGE BASE Q p, S EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO -+ ¢ 81, UNO PLATE EPDXY 5-1/2" EMBED. MIN. i6" OC SLAB W/10d MASONRY b Q 0 FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. NAIL 16" O/C STAGGERED. SPECIFICATIONS FOR N ¢ SPECIFICATIONS BTM AND TOP PLATE ADDITIONAL METAL [A USEAND I ANCHORS W/ 10d x 1 1/2" CONNECTORS NOT SECURE FLANGE TO F PREPARATION OF U COMMON NAILS FILL ALL REQUIRED WHEN NO SLAB W/(4)1/4" X 21/4" HOLE. N HOLES, DO NOT USE 10d w rn UPLIFT IS PRESENT. W TAPCONS w x 3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE TOP OF SLAB TOP OF SLAB 4" CHAMFER (I -STORY) +- 6" CHAMFER (2STORY) a.�_ ♦• +�_ r_ •: :�, a • s . EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE BOLLARD FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY scALE:a4„=r-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 8 6 50ALE:3!°"'''-0' (NO UPLIFT) SCALE: 3/4"=1'-( LAP TOP PLATE A MIN. OF 48" AND NAIL W( 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O!C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE /F Q '� PLANS FOR SPACING. SINGLE4 O asy BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W110d MASONRY NAIL 1- W PROVIDE DBL. TOP PLATE 16" O!C STAGGERED. O ADDITIONAL METAL v Ell CONNECTORS NOT N REQUIRED WHEN NO O 8" CMU WALL UPLIFT IS PRESENT. m .- 0'-0• �. POURED LINTEL CONT. (fYP.) 8" CMU FILLED CELL (TYP.) 70P OF SLAB •�. SEE SLAB SCHEDULE I° ti . 2X WALL FRAMING SEE SLAB SCHEDULE M" DIA. SIMPSON STB2 BOLTS 5" +- p-p• Z Z - ♦ MINIMUM EMBEDMENT INTO TOP OF SLAB . c• m "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° • CENTERED UNDER WALL AND IS' O.C. VERTICALLY MAX ° Q•_ POURED MONOLITHICALLY WITH • 1 • -- FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR BAR SIZE FOR WxD, BAR SIZE AND BAR BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO �INTERIOR FOUNDATION WOOD WALL AND COL. PAD Sf22Tj1!tN!G BLOCK WALL CONNECTION `� SCALE: 3/4"=V-0" (NO UPLIFT) SCALE: 3/4"=1'-W 1 1 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 327W PH:407-7748078 FAX: 407-774-4078 wwwabd••Igngroup.com L AA N: 0003325 h b iD a 4A 00 BVHDM 6. LOT ABBOTT PARK LOT #8 BLK #15 PROJECT* 04181.000-08151 MODEL: 4EBB "1828—CALI" GARAGE 8WDFG: RIGHT PACE: DETAILS %160 9RH EXP. C AUG IB A 08/13/20 CALE: 1/4"=V-0" * EET S1.1A DOWEL PLAN SCALE: 114" = f-0" d N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 1 z y y O O kbk a aUDDLV. a MM701 11 ABBOTT PARK LOT #8 BLK #15 PROJECT* 04181.000-08151 MODELa 4EBB "1828—CALI" GARAGE 9MMO: RIGHT PAOE: DOWEL PLAN 160 MPH EXP. C DATM 08/13/20 aCALM 1/4"=1'-0" aiIEET s1.2 VERTICAL REBAR TO HORIZOMAL REBAR WI 10' HOOK [TIE OUT'.BEAM VARIES PER ELEV. — Z N I O CLEAN OUT REQUIRED FOR INSPECTION •- I TIEtiERTICAL REBAR . ' a • TO HORIZONTAL REBAR W/ 1T HOOK BASIZE 4B1Z 3 16, W>> # U #6 HORIZONTAUVERTICAL 0 REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 112- ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING Z —g STEEL REINFORCING IN GROUTED S n CELL SEE PLAN FOR SIZE AND U SPACING REQUIREMENTS mU a� 00 y Z W CMU WALL ma SEE SLAB SCHEDULE w BAR SIZE 48 BAR DIA > 4" CHAMFER (1-STORY) U 6"CHAMFER (2STORY) #3 2*' U i ° #4 24" Z ATCH STEEL 85 347' REINFORCEMENT 36„ PER SCHEDULE #7 42" SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4"=1'-U' VG REINFORCEMENT PER SCHEDULE #5 BARS 0 ti —k rn t In FMI CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1"I N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdosigngmup.com AA #: 0003326 Its lg} 7 6 a aIUDDIV. ae LoT: ABBOTT PARK LOT #8 BLK #15 PROJZOCTO 04181.000-08151 MODEL: 4EBB "1828—CALI" GARAGE SITING: RIGHT PAGE: DETAILS 160 MPH E C DA IL 08/13/20 SCALE: 1/4"=1'-0" 8*1ZET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14)10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 Wl 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"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9, PLACE 20 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 PBS36, .l T7" ° 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 REZaM INDICATES OPENING BELOW / T.O.B. = TOP OF SEAM/ B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, 0/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (PI) SIZE W,xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 411011141�1^ SAFE LOAD - POUNDS PER LINEAR FOOT SAFEEILOAD SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 01O 3'4- (42') PRECAST 2231 4'4" (48) PRECAST 1888 4'4- (64') PRECAST 1686 SW 04') PRECAST 1217 5-10' (70') PRECAST 1062 f-r (7S') PRECAST 60B T4- (6D') PRECAST 743 W-V (11E") PRECAST 554 10'4- (126r) PRECAST 475 ITW (136) PRECAST 382 12-V (1"') PRECAST 337 I" (160) PRECAST 206 14-0' (18B') PRECAST 278 14'4- (176711 PRESTRESSED N.R. IF-4- (1841 PRESTRESSED N.R iT4 On PRESTRESSED NR. W-C Mn PRESTRESSED N.R. 21'4' 061 PROD N.R. 22'-0' PM PRESTRESSED N.R. W4 PAD E7�m0©0 OD�m�m voovoom I��m0�0 mmmomov 0®00�Om m0 �1 � Q �momo mm000mv �m00mQ�Q� (D�0�Om0 ommoos�cr,R oomo®oo ommom�!�r_! oommo�v 000moE�o �omm�mov ®�000m0 "OEM""m= ��DD�aO 00��0 (2SS') N.R 129 1 2W (A) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALA, VALUES TAKEN FROM'SAFE LOAD TABLEW BY, -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PE SPEOSICATXINS 54' (42') PRECAST 1025 1024 1SN T4- (42') PRECAST V-W (487 PRECAST 765 783 1300 4'4- (4S') PRECAST V4- (54') PRECAST 502 591 1073 f4' (54') PRECAST S4- (64') PRECAST 411 411 745 SW (64D PRECAST V-10' (M PRECAST 340 339 616 5.10- (M PRECAST 94' (76') PRECAST 607 721 480 a4- (7M) PRECAST r4- Wj PRECAST 424 534 So r4' (SO') P02CA8T V 4' (112') PRECAST 326 612 230 94' (1121 PRECAST 10'4- (12r) PRECAST 284 401 160 104' (12r) PRECAST 11'4' (136) PRECAST 200 452 164 11'4- (130n PRECAST lr4- (1"') PRECAST 244 402 137 W0 (144') PRECAST 13'-4' (1609 PRECAST 217 324 110 13W (ice PRECAST 14'4' (18n PRECAST 205 203 100 14'-0' (188-) PRECAST 14'4' (178D PRE87REM N.R. 284 81 14'4' (178") PRE 16-V (164) PRESTRESSED N.R. 250 83 1" (184') PRESTRESSED 1T4' (MIT). PRESTRESSED N.R. 194 64 1T4' (20B') PRE87� 1Y-4' Mn PRESTRESSED N.R. 146 62 Irw (232-) PRESTRESSED 214' Mn PRESTRESSED N.R 126 42 214- On PREIITRESSED 22'4' (284') PRESTRESSED N.R. 110 40 2ZO (264') PRESTRESSED 24'-E97FEW 0' � PR N.R St 33 24-0" (288') PRE47RESBEO (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED A&TIE - PROVIDE MINMIUM 4" OF SEARING PAST BACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE* 16-0126.03 LIFT BEAM PLAN SCALE: 1/4" = 1' 0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA 6: 0003325 J c O ekke S kok 6 0 i F LOTPARK 8 15 04181.000-08151 MODEL• 4EBB "1828-CALI" GARAGE 91ING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C PIUNT m"I"Ill DATE, 08/13/20 9CALM 1/4"=1'-0" 9FIEET S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" " 0,\r. o,'01 0 Y, HEIGHT # OF #TS, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - IVIM108 INDICATES A DOUBLE BOND BEAM AND XFXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. TYR 8"XVI BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL, 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH #5 BAR IN EACH COURSE. TYP. 8"x18" ip 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 9_1#5 COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. "„ , 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN IS" DEEP. 10 � F� F = FILLED W/ GROUT U = UNFILLED IDTH l# OF #5'S, IN 2ND BOND I°TM BEAM COURSE _16-1 T/1 �o/ B NOMINAL X # OF #5'S, BOTTOM PLACED IN LINTEL WINDOW PRE-CAST•31M" WINDOW SILL Z 'SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 8x16 DBL. BOND TOP OF BOND BEAM BEAM W/ (1) #5:.F-07E—NINGA EACH COURSE 8x8 BOND BEAM TOP OF W/ (1) #5 BAR .y. BOND BEAM GROUT SOLID FROM OP LINTEL TO TOP OF BOND BEAM, IF FILLED LINTEL.SEE 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2" BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE L SCALE: 3/4" 1'-0" LINTEL, W/O STEEL (0) REFER TO PLAN FOR LOCATIONS ..,a . 2x4 (MIN2X3)6 TAPCON OR DRIVE PIN (MIN HEAD SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/18 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4")8" FROM EACH END AND 16' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT OSS SHEATHING WALL 5ARCHWAY FRAMING DETAILS SCALE: 3/4" = V-D" i - SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELLri� BONG. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BL LONGWOOD,FL32760 PH: 407-77446078 FAX: 407-774.4078 www,abdosigngroup.com L AA #: 0003325 rr Y " yq C b kb BVHDM & LOT: ABBOTT PARK LOT #8 BLK #15 PROJECT* 04181.000-08151 MODEL: 4EBB "1828-CALI" GARAGE 91IIING: RIGHT PAGE: DETAILS 160 MPH EXP. C INCALE: 1/4"=P-0" 811MUT IS2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8' LONG, WITH WASHER (off 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 L13S SHALL BE FABRICATED Wl A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7741SO78 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003325 1 i7 �j G7 61 rb t kb k BVSDIV. ae LIOT: ABBOTT PARK LOT #8 BLK #15 PROJECT 04181.006-08151 MODELc 4EBB "1828-CALI" GARAGE 811LNG: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C DAA E: 08/13/20 8CAL.E: 1/4"=1'-0" SHEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A -(I) SIMPSON HETA16 TRUSS ANCHOR WITH H 1100 UPLIFT SIMPSON (9)10d x 1 J" NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR (1) SIMPSON HETA16 HTSM20 TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x TRUSS AND AND x 2 i/4" (4) 1/ "x 02)1Sd x 1 }" NAILS TO TRUSS FASTENER SCHEDULE" (9) 10d x 1 �" NAILS TO E 6", 8" x 4'-0" MAY BE ADDED H RS TITEN 2 ANCHORS TO DBL STRAP, i EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 1 Od NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO r' # 1900 UPLIFT (2) SIMPSON (16) 1 Od x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAW UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)16d x 3 }" NAILS TO GIRDER On TO FACILITATE ONE CONNECTOR BLOCK WALL WI10 10d TO ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TRUSS AND (4)114" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) gl" x 5" TITEN HD TO CMU AND (12) SOB CONT POURED LINTEL SEE ARCHITECTURAL SE }" x 2 }" TO GIRDER 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD B-(I) SIMPSON FGTR GIRDER TIEDOWN WITH tx2 SECURED W/ 10d TRUSSES @ 24" O/C, tx2, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) BOB }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3) ISd C-(2) SIMPSON FGTR GIRDER TtEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }" x 5-TITEN HD TO CMU AND (18) SOS }" x 3" 1x2 SECURED W/ tOd :AS BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BE'� ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. 8 ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & Z" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF 3 GIRDER CONNECTOR(S) " _' 2a 2b 2c SCALE:34"=1'0 GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d @ EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING W/ 10dxl/2 HOG NAILS 0'-W TO 30'-0- (1) "X" BRACE SEAMS) @ EACH END, TOTAL OF 10 30'-1"TO 60'-0 (3) "X" BRACE SECURE PT.PLATE (1)"X'BRACE @ CENTER 11 TO BLK W/ OIA. FLOOR (2) "X" BRACE DIVIDED EQUALLY OL ANCHOR BOLT W/IG GIRDER 6'-0" MAX /IX4 (W ) FROM CENTER TO END. WASHER SET IN HIGH OR 10'-0" MAX (W/2X4) 14 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. ix4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS BTM. CHORD P.T. PLATE W/ 12d's 8" O.C. MAX 518" GYPSUM BOARD OR 1/2" HIGH BRACING, SEE STIFFBACK (AS PER TRUSS ENG) STRENGTH CLG. BOARD PLAN FOR LOCATION CONT. 2x4 SECURED W/ U MAY NOT BE (2) 1 Od's @ EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) >d> N a ~ REQUIRED TO BE INSTALLED @ 16d TOENAILS 10'-0" O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18)16d x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST., BOND BEAM REQ. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING .°. 1/2" GYP. WL. BD. x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER AX., OR 2x4 BTM. CHORD BRACING COMMON END TYPE CONDITION, IF 0'-0"O/C MAXSECURED W/ (2)1Od NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYR BTM. CHORD BRACING % PRE-ENG'D TRUSS SCALE:3/4"=1'-0" POST CONNECTIONS C V SCALE: 3/4"=1'-0" " JGIRDER/WOOD a., SCALE: 3l4"=1'-0" FLOOR TRUSS CONNECTION @ L.B.W. Y SDALE:3/4"=V-0" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 114•D AID HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 215.0 SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES HOLE EDGE -5/8" AS AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON Ht OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 011 SUBJECT TO FI AND F2 FORCES, BTM. HOLE DIAMETER PLATE < 3/5`0 DBL. STUD STUD NOTCHING USED �1ALTERNATE MATERIALS AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" __NOT - D — S�� 11 SCALE:34" I i 1 N. RONALD REAGAN 8t LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 rr�ggj b 6 a etreD2V. ae LOT: ABBOTT PARK LOT #8 BLK #15 PROJMCT* 04181.000-08151 MOaEu 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 2X4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1)'X" BRACE 30'-1" TO 60'-0 (3)'OP' BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2)'OC' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE— •^"-- "ROOFMlALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO, IX2, 2x WOOD FASCIA CONNECTION PER SEE ARCHRECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOO GALV. COMMON NAILS. TRUSSES @ 24" O/C, lx2 SECURED W/ IOd SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)128s @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:3/4"=V-0" PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.3. .PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C, MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 8" 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. 2.4 SECURED Wl (2)1Od's @ EACH TRUSS TO BE INSTALLED @ 10'4" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL O SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL3275O PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 a tlW 0 aka �b�• 6 8VHDIV. ae LOT ABBOTT PARK LOT #8 BLK #15 PROJECT# 04181.000-08151 MODE1. 4EBB "1828-CALI" GARAGE 911ING: RIGHT PAGE: DETAILS 160 MPH WBIE-END Y wP ROOF AAA` ROOF WIND DESIGN PRESSURES NET(GRU55) ASCE 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (4948) ZONE 3 = 67.16 PSF (77:16) "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" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Ed 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 Sd GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4'CIF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 12" 0.120" 170,000 WRZT- (16-20 RINGS 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 SHEATIJING USE 12" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS Q 4" O.C. TOP & BOTTOM EDGES J Z C7 ti C O . z C7 . N Q Y Z y W U W UF�a W2 O LU 2. IL TOP CORD BLOCKING ATV O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER AT TRUSS MC CLlCATLJIAIr] Emm r ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING CBd RING SHANK GUN NAILS 06"O.C.INFIELD ` INGATTACHMENT O I (. TO BE STRUCTURAL GRADE C8d RING SHANK GUN NAILS 0 12" O.C. IN FIELD or Bd x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.B,.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE BNALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE 314". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 8%AIR ENTRAINED CONCRETE EXPOSED EARTHORWEATFER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESS IONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 61h EDITION ALL EXPOSED EDGER OF CONCRETE ARE TO BE CHAMFERED 3N'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2'OR BETTER. Fo - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 ANSI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL 81AB3.ONGROUJD WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS ZAPPED B INCHES AND SEALED WITH ADIfBNETAPE. PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODHJM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORWWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. 00 NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, Bth EDITION, SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALAEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. 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 TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION 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,. SEE NOTED FOR SHOP DRAWINGS.,. O 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 A616 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A648, GRADE A. AND SHALL BE NOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'TPVWTCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD-norrWnartent REVEW TYP. MIN LAPS SHALL BE AS FOLLOWS: A4 BAR - 25" R6 BAR - 36" WOOD TRUSSES. 10 PSI STM CHORD -non-mnWmnt #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. pst TOP CHORD 21 p TOP CHORD (7 psf SHINGLES) s No GYPCRETE) Q ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5 f Sw/ 10 BTM CHORD 5 Dsf BTM CHORD BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH D DEAD LOAD TO RESIST WIND UPLIFT: 10ps1 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, TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Ps1 WIND: DEAD LOAD SPEED =160 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 FORBEARING -- `' (ASCE 7-10 (FBC R2017) EXPOSURE C. RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FORFINAZ LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS &ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL LE GARAGES: 50paf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION OP i 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 PROFES81ONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 6301 ASCE 5/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 Ttn = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUME NTS) 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 C470, 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 BY 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' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,DG0 psf, FOOTING TYPE "M" OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1657. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTEO AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MU PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' H- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE 15 BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS 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 IS HELD FOR LONGER THAN 90MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SWILL BE AS FOLLOWS: A 3° FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1.112" FOR ME AND SMALLER P' FOR#8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLSANO JOISTS 1-1IP FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-600, GRADE B. Fy - 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy - 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTIOtl 91. tYPE SPACING REMARKS _uGATKNI S. ITYPE SPAGING IREMARKS I¢PTFURRINGTO INA90NRYICONC. CASE HARDENEDCOIL "aC GARAGE DOOR BUCK t/x"ON. TAPCON MASONRY 1rf EM9EC.,<"El0019T., NAIL I -LONG, E TO MASONRY/Oa1C, NO WASHER fASTENER - 2"EOGE GIST. SGD, AL. EXT. DOORS CASE HARDENED COIL p'aC WINGOWIOOC(e FASTENED GARAGE DOOR- -C-1 EXPANSION BOLT 2A aC A' .13,PEND 019T., 1APT,SEENOTES NAIL I IMYLONG. STAGGERED INTO MgSONRYICVNC. OMASONR-C. WASHER TEDGE DIET. WINDOWBUCK CASE HARDENED COIL YaC WINDOWNOOWPASTENED METALS 10 CONTACT THIS ENGINEER FOR SPACING 1. PT, SEE NOTES NAILI -LONG. STAGGERED INTO MASON- MA90NRYr GONC. REQUIREMENTS EXT. SW MG DOOR (2)M1B'ON. TAPCON' 1-c 11R'EMBED, T END NON -BEARING WOOD 1I2" E--Ll M1 <"EMBED. A"ENG 3<°aC BUC-PT,-NOTES NOWA9HER PASTIER V? DI9T„IEDGE DIST. WALL TO CONC, BLAB WI WASHER BOLT CST, EDGE GIST. &PT WWWW 0.135'PAFx2+IS" paC VEND. DLAT„112' PT T08TEEL COL., SEE NOTES WILyAgHER 8TAGGERED EDGE OAST. NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER 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 e. WINDOW ANO 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. 1441N.RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774807E FAX: 407-7744078 www,abdeslgngrou p.00m L AA k: 0003325 A Z 2 Jill >� � sC R3q L'ITIT BUDDIV. As LOT: ABBOTT PARK LOT #8 BLK #15 PROJECT 04181.006-08151 uc1)mx: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. AUG D TM 08/13/20 SCALE: 1/4"=11-0" >,*MET s N 1 ft