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HomeMy WebLinkAbout8051 Broad Pointe Dri 99 1828-4EB--B-CALI'91 HOMES 12602 TELECOM 0Ff1VE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax- (813) 740-9715 "LING OBK SHALL CONIPL� y�liH { ALLY FLORIDABUILDtpNryG CCOEI CO®E5 ApO�+�j ILLS NATIONAL ELE ply,II AN® TMe CIV O�QINANCE� Ts CEO OF ZEPµY��t P!- ,M,1NE • 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 . no= MMaM (ODE, B1H EDI ION (8017) ALL LOCAL AM RATE CHIM -OCCUPANCY -RESIDENTIAL GROUP R3 :CONSTRUCTION TYPE - VB INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH '�0 _ ° •1-STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. LAVATORY AD ADJUSTAITIONING MUM. LUMINOUS AD) ADJUSTABLE M.C. MEDICINECABINET AMP ALTERNATE MFR MANUFACTURER AMP AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CAB. CENTER CABINET INE MT°: MEAL SCALE CLG. CLEAR N.T S. ON CENTER CLR CLEAR O.C. GNCENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH, PHONE D. DRYER PLY. PLATE DEL. DOUBLE PPLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R.RISER DISP. DISPOSAL BAD. RADIUS DP. DEEP RAG. RETURN AIRGRB.L DR DOOR REF,REFRIGeRATOR D.S. DOWNSPOUT SM. ROOM DTL. DETAIL RO. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXTDR EA. EACH S.D. SMOKE DETECTOR ELev. ELEVATION S.H. SINGLE HUNG EQ EQUAL SHY SHEET EXIT EXHAUST SHTHG. SHEATHING EXT.EXTERIOR ASS iMR SHOWER P,G. FDELGAS SL. SLIDING PIN. FINSH SL.GL. SLIDING GLASS FLR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOPOFSLAB GL. GLASS TYR TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESSNOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF HDR. HEADER W. WASHER HOT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WDW. WINDOWHEATER W/H WATERINTERPRETATION W.I. WROUGHT IRON DATE DESCR�TION mvlbne ��„�„� ARCHITECTURAL SHEET DESCRIPTION �/�/D 2OI1 f'BC UPDATE PG Cl—COVER SHEET PG GNTED —GENERAL NOTES PG Al -FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pi —PLUMBING PLAN PG MI —MECHANICAL PLAN PG DL —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 OUI4A5 CD 8 RE•IBSLED 0a/we GONG ELEVAnoNBADDED � CD'BRE- ® OMI9� F00fNGREVWIONFiRhLOOM a,� 5 CDSRE- D 02/19115 AppEpgAZBLE8gF0OTERATGARAGE DETAiL(FORT MTERB) O2122/19 PLAN MAINTENANCE ON" REY[W LINTEL GIZE 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 04441E ADDED ADDITIONAL RECEPTACLE IN GARAGE PER MILL MAT" MLW SQ.FT. CALC.'S OM4AD REVISED HVAC VOLLMES ON 8GFT CALC 8CHEDILE MELW 06/II/IS ADDED I MER IORMND DEEP FOOTEW DETAIL 12M A (OIL) LIVING 1,828 BGi. RR. GARaGE 430 Sa FT. ENTRY * 8a. FT. LANAI as BG2 FT. TOTAL 2y32BQ.FT. 06/2VMS ADDED LED L&M • KITCHEN 4 BATH PER MAW DOM OI/" ADDED STONE OPTION ELEVATION C 4 D (TAT1PA) OSAM ELEVATION VY SIDING -ADDED LOUVER • GABLE ROOF 10RyAy ADDED OPT, W-V CEILING HEIGHTS OVWIV REPLACE USP CONNECTORS IUTH 8fV6CN CONNECTORS 04AMO REVIBE ENUVFNT RADON PLAN D C4/0540 OPT. S'-O' CLG. HGT.- ADDED LED LK*HT IN FOYER 04100Q0 OPT a'-O, CLG. NOT. ELEVATION 'C'- REVISED FEIGN OF ARC"Y O5M40 ADDED ELEVATIONB1'4"'(ORL) STRUCTURAL SHEET DESCRIPTION VIABRO ADDED ELEVATIONS TTG'•'MH'•TTS' IORU PG Sl—FOUNDATION PLAN PG SLIA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.iB—DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OORD R TOBU �3 PROJECT USED ON THIS DETAILING OR N IN DRAINING 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 WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 144i N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 11 1 P �mb eltmDm as LoT: ABBOTT PARK LOT #3 BLK #15 PII ""T" 04181.000-03151 MODMIA 4EBB "1828—CALI" GATtAGE BWngG: LEFT PAGE: COVER SHEET 160 MPH EXP. C L --AR NO 00723 J FD 08 '13/20: 1/4"=I'-O" T C1 GENERAL NOM 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) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 8TE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5, ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. OWNS AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 8. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION 11302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID qN-METALLIC CLASS OR CLASS i 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 5l8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I, STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR 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. FLUMBINO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITH W 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. I. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2, EXTERIOR WALL COVERW40E 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Y3' 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-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESISTANT CONSTRICTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302,7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTORS 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) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774.4078 www.abdeslgngroup.com AA N: 0003325 rbr kck atMDM ac LOB ABBOTT PARK LOT #3 BLK #15 PROJMCT# 0418 .000-03151 MODELA 4EBB "1828-CALI" GARAGE 8WMG: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C 9* 3S'-8' •'-��ollittitiitio!Ittllitttt'o nitttillo o�ttttllo C olln. o o - - - r n C o gill, in - 11 11 � - i� - ME - IMES J� - - - i 0 1U - G JI1BOLLARD iA� o e v AS REG. o - -- PER 1511CODE - GARAGE - oal 1 :P p . CIA - BEDROOM #2 W-0 CA - emy 121 I into o :. EiSiRESS olttl!o oilitllo �1' olltitttl'o o'Itttttl!o FLOOR PLAN 3EZEF 1/4' " 1'-0' 4 Itttttttttttl iiGifli•1�/!Vi//. SQ.FT. CALC. S LIVING 1,825 SQ. FT. GARA3E 430 SQ.FT. ENTRY 16 SQ. FT. LANAI S8 SQ FT. TOTAL 2362 SQ. FT. DOIf01®IT ND 01AOp/] ■D LOA08 ene1� r1w 8voellE roR a ailcGw uuele 019 tpE xolaHtlolNO t31M►B NDyLIE W FOOiAAI tR MIN. WINDOW 10 5 341 CRITERIA EXTERIOR SWM6 IS 5 331-43 DR. MIN. CRITERIA SGD. MIN. 41 5 31/-31 CRITERIA 1 16010 O.H.D. 112 5 281 BASIC WIND SPEED MPH - 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. - 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR GTJED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUC MANUFACTURER. OONIRO.l1A DBL. TOP PLATE m BAR DETAIL NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-0 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINCsS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 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: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com L AA M: 0003325 74 h c b b SILMDIR At I.OT: ABBOTT PARK LOT ##3 BLK ##15 PROJZCT# 04181.000-03151 MODE19 4EBB "1828-CALI" GAP.AGZ SWING: LEFT PACE: FLOOR PLAN 160 MPH EXP. C DIUNT A 08/13/20 SCALE: 1/4"=1'-0" SHEET Al +/-I8'-4' BLDG. HOT. 4' FREIZE ELAND COACH LIGHT 8'-0' BRG. W.T. SHINGLE ROOF DECORATIVE FOAM DRAIN TILES b' RAISED ELAND (TYPJ 4 I6'X60' Ff?wON WA DECORATIVE DIE METTr. Fg"�11111 SHUTTERSOR [I--4'RAISED c0 DAND ITTPJ _ _------ '00—y 0 FIN.FLR. FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER FRICR R103A OFF RIDGE VENT OFF RIDGE VENT AREAOFATTIC = 2364 SQ. FT. NETFREEVENTLATION AREA REQUIRED = I/3DD REOLYRED VENTILATION AREA = 2364 /30D = 7.913 V84 MATON AREA X SO, INCHES PER FT.(144) = U34.72 SQ, IN. MIN. REQUIREDVENTILATION = .SX 11M.72 IN LIPPER PORTION OF ATTIC S67.36 SQ, IN, OFF RIDGEVENTILATION AREA 115 SQ, IN. FERVENT 567.36 MS TOTALYOFVENTS REQUIRED = 4.SM7 TALY OF VENTS PROVIDED - 5 -AREA OF ATTIC ISTHEPERIMTTEROF THEHOUSE, LESSTHE OVERHANG EXTERIOROF WALLTO MERIOROF WALL, NOOVERHANGSINCWDED 3'-O' BRO. HGT. B'-0' BRO. 4KsT. 'de�I ioEEw I I 4TT'P. 0'-0' FIN. FLR, OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 0'-0' BR3. HGT. I-ru- 1 -Rr El 0'-O'FIN, FLR _ .�00'-O'FIN. FLR LEFT ELEVATION SCALE: V4 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT m �o �o 0'-0' FIN. FLR.o, RIGHT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH ODECO. DTL. SCALE: 1/2.1'-0' 1441 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-7744078 www.abdesigngroup.00m AA M 0003325 ill- o ll avBDry ae LAT ABBOTT PARK LOT #3 BLK #15 PPtOJECT# 04181.000-03151 MODEIA 4EBB "1828—CALI" GA1tAGE OW 11TG: LEFT PAGE: ELEVATION "C" 160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES - e GeV OUTLET 20 APT• SNeu P= San? OUTLET IIOV OUTLET N OF O1^L2* aw TO ONTOH Carl IMOV OUTLET END Y wrmmp=VWV PALL I<WTAmr TTR) 220V OUTLET (4)OM CONNECTION 01 1m PROOF ►mallol+oieIm rea,T OUTC14 S UMCM $-"Y OP [R �j SMTCM 4-WAY OPele I-0 WALL MOLMED LIG CEILING LICIT © LED CLOT LW44T LED VAPOR GYP PPIOCP LOW O VP VAN' R FROM LOW Oasamm D CAN eVENT. FAN 1 QI PER ea FT. KIT. FAN ftLIOHT 1 QM PER eta Ft. V P17-7C (SPBC'S tSD by CE 7 BRe1P ® L AROUND 4RTW ( ) AR011D (� RJIOII mcw � 4' NAiCPM6CER p . t A it r d W TRACK LOW O 'AMIL g� PETER OS.D. SP10w DE7ECTge rtlSa0Y1E[ 31 1 r UA,L MOUNTED SPIpE DETECTOR mATT. eN0[-IlP ® SKI CARSONMOMCMDE •10Ia t7E�7tM MR�m-CC*400 SMALL M A DISTANCE OF NOT La" THEN 4• PENDANT LIGHT Ll� NATURAL WJ CUTLET ► TELERMCNE JAG[ wd' TIM WATER m s eeveTafl Ek: QNNE T10"'IIDISCO SEE AMU ON I.O T6EVIOION JAOC TO Y MIPPORIED N O J-11OX ACCOIDMAIM W 00)f PATE® Ae eIIu4 role CIFILING T40N logampm CEILetl NNLIONT 10 OE CIlPOR1ED N AGCOI4DI eV FO M S PWU7O ucI+FOR SHIPECTION p,pII4 24' NCAFrnecaFT LISMT STRIP pnannn If• NCAlmocoNT 1.I1114T wrpw nnno 4W NCODESCE4r LISNT STRIP ROOD LIOMR O-r. $a" KBITAO L� fL PA PIRN-aIRTCN Pm OHFEe WIB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TO a VER14M . MQ'EOMQ9Q PI! -CONSTRUCTION r'EETNS. • ALL B 4 20 AMP N%ANCH Comm TO W ARC FALLT PROTECTED PER ELECTRICAL FRONSK OF 0= ATM mITION r2o11) 4 NEC 210n 204201 • 20 AMP DEDICATED LALM111Y CIRCUIT. • GPI . ISLAND (NOT ON KITCFIB4 CIRCUIT) • DINWAS ER DIECONVECT TO W LOCKOUT N PANEL • ESAYNNOO1 EX MAUST PAN TO HAVE PUN. CAPAOIx OF SO CRI NTM"TrSW PER ELECTRICAL PROVEN" OF SECTION M001S F90tJE A1B1 EdTIOI r2En2 • LAUNDRY RDC11 RECEPTACLE SHALL W GROUND FAULT CU=P-NflleaA "PROTECTION FOR PERSOP&M ON Rea,. s • WOUND Pan%= SHALL b MON PETALLIC CABLE PER ELECTRICAL PRDNNQtl OF j • ALL LLDRC TO COP'S4Y WTTI micnECAL PRID1•I5home OF T18 TRaU! ATY ED f]enl _ _,�I,Q,r • SV dLLaeR dND ,� ISIS OF LISHTat1 TINY eE !flRBY VFIGI�IT TTTrE PR METER FIELD VERIFY LOC ---------------------------- COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' • I'-0' CEILING MTD. LIGHT TO 15E INSTALLED, PROVIDE J-BOX FOR OPT. FAN WP Panel MAIN -A PANEL: 8718 wp cR breaker VOLTAGE: 120124O V -1 Ph MAN: 150 Amp M.C.B FEEDER 3. #1 Cu THVVN 81- #8 Cu (G) in 1 1/t" C, OR 3-#210 AL THM 81- #6 Cu (0) in 1 11T' C. %nr. Pme etr M can wmt cheue arctM waft a aer Pole wlrs N2 1 20 Fatadu Ree bOFIb TUO 12W + z s es .2 2 20 Mdg.lun Pump 1000 ] 4 S u s 4 — aU.1 u 2 R spe. 7 e PANEL -A PANEL: 42 crt breaker VOLTAGE: 1201240 V -lPh MAIN: 150 Amp M.L.O. FEEDER 341 Cu THVM S 1-#8 Cu (G) in 1 1Z C. OR 3- #200 AL TMAM 81-#8 Cu (G) in 1 172" C. YAM Pete etr a Iar1 weft arcum I amok waft 0.-"- Bw Pa. wke .12 1 20 Smsl Apobn,s 1500 1 2 5000 mnq SU 2 R 912 1 20 Iffi s1e I Hood GIN 1. ] 4 N2 1 20 Smd Applbnu 1500 5 5 450D WMn Heger 25 2 010 012 1 20 0. . Ism 7 B 012 1 20 Ohd Rsc bs AFCI 1500 # 10 12DO Dls tl OFI 20 1 N2 012 1 M Beth GFl R.aftl. 12DO it 12 1500 pshwseMr(7FI 20 1 N2 H4 1 15 F /Mall BSA i28 q+Bem QAFCI too 13 14 5000 Dryer GFl 70 2 010 N4 1 15 UA Roam, Wtl AFa am 15 1e #14 1 15 ktorm. P , B Ming UdIft AFCI RO 17 I$ 1500 Wh.GF1 20 1 #12 1 15 SDS C/O AFCI m is 20 1010 Deer .GPI 20 1 #12 1 20 L., JaedNIOInAFCIIM 0 22 12e Osn IEabdar Lb AR hm AFCI M 1 012 2] 24 Qxw\INS AFCI 15 1 V4 g a 25 25 B00 O..fs BMhman AFCI 15 1 eta 8 m 27 20 $ ea PM2 O ea 2e ]0 Woo N 1Nn aoMrde on 20 1 012 S u ]i ]2g toe SS u 77 L S u 2 75 AICAHU-1 55i5 7B 41 9eI-51(VA9R% g Lmd udgea to d.nand boar es Mlars l Me 10o00 mm ludsu0'ea 1p demand edor.WWO..I lne Demand Factor Cak:ulw6onf: ABBREVIATIONS: AFCI: MCFAULTaRMUNM RUPTER NC: NONCONCSR:Nr LOAD CFI: GROUND FAULT NIERRUPTER Taw bed ou to demand motor az70o ' Fist 10000 watts M 100% 10000 Remsnn westl 40% 13D50 TtlM A/C bed 10629 LOAD CALCULATION 1$ BASED ON MC NON -COINCIDENT LOAD Tatl Corrected load WW& 73B0 Tnttl A watb 1240 was 111.7 .-..I Lighting a Rae. el0 Load Taal A'C s oars FSN 1828 Gmml Us 8 Roe ] W I S . Ft. 5464 N- WII 1 et65W/Li melom 65 Tabl General U s S Rao IVI) 5540 Ckls# TOdI vat5s 0--Lb A Rae Paul A 9 617 554G i I L I I I LED LIGHTING @ SINGLE LAV. 0 BATH 02 150 AMP ELECTRICAL RISER NOT TO SCALE. CWMKAL NOTE& A ELECTRICAL MATERIALS AND NSTALLATI" SMALL CQPLY MTN ELECTRICAL PROVSIONS O7 TFIC f'�dllki m1TlaN r2A1T0 LOCAL CODES AND ALL LOCAL PWER COMPANY RCCWIWARIDM B. ALL CONDUCTORS SMALL M TTFE TMMM4 N UNLESS, NOW O MOPOLO . PROVIDE 110 AMP, OW40 VOLT, I PHASE SECOFDAWr- ELECTRICAL SERVICE. PROVIDE 1 •1 COPPER (CW N 1412" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 1 210 ALUINI M (AU N 2" DIA &CMEOUILE 90 PVC WE= INLEse SERVICE IS PROVIDED BY THE ELECTRIC C"ANY. C00MNATE WTMI T14E ELECTRIC COMA -A MY PRIOR TO 01D. I I � I I L - I I I I ® I I I I L i I m II I1 LED LIGHTING C� DOUBLE LAV. BATH "1 PROVIDE 19AD CAL THEN • Me CU IN 2- C429XMT OR 3 Al -IN THM . PS, CU 2• C0NOWT OR 2)0 AL SrJe ICONDWT TO TER11N.4Tt Ai SOFFIT . OVERSIO-) COMBINATION SERVICE DIEGO"= SBETOM AND ELECTRIC PETER N M MA Ne EI4CLOSIAIE NmptmTQI 110 DNS TEMNAAL AT LOW VOLTAGE CONNECTIO' & 1 -4 CU SERVICU GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF TWO FIC A&W EDITION (20112 SA" DIA X 8 PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeelgngroup.com AA #: 0003325 CS >A ID V aaa P'styBDM 69 TAT: ABBOTT PARK LOT #3 BLK #15 PROJL'CT* 04181.000-03151 MOnaZA 4EBB "1828—CALIa1 GARAGE 8111II4TG: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ■ PLUMBING PLAN SCALE. 114 " P-O' yJy 2' VTR 1R'` I \\ 1 we 3 i 2.- I I I 2 al-m I �. KITCHEN 2' V� SINK W/ AUTO VENT ,.. LAV [-I, PLUMBING RISER DIAGRAM TUB TO • 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA k: 0003328 z kbk 6 kbk 6 a aunDm ae LOT, ABBOTT PARK LOT #3 BLK #15 PROJMCT* 04181.000-03151 MODMLA 4EBB "1828—CALI" GARAOZB 911WO: LEFT PALM: PLUMBING PLAN 160 MPH EXP. jC PRDIT DATM 08/13/20 INICAIIC: 1/4"=1'-0" 8*IEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER M1FG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OP A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL 15LM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NPPA WA 2-3.1 4. PM814 AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER RICO 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRICTED IN ACCORDANCE TO FEC 6TH EDITION (2011) MECHANICAL CODE 603J 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, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. * ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATICN AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER PAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OW O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRI AIR GRILL NOTE, ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/16'X2' TAP'GONS UNIT SIMPSON WS ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) •8XI 1/4' BHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLOC. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL COON CO.PL LUG A. PLUG I —* � SEE SPEC. �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K J06AM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.G Of-Ti/SPEC OFLOOR SLAB CLEAN -OUT (T FIN. GRADE OR PAVING PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. 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' 1441 N. RONALD REAGAN BLVD, LONGMOD, FL 32760 PH: 407-774.6078 FAX- 407-7744078 www.abdosigngroup.com AA M: 0003325 A : y R R q O :kka 6 :kko 6 5 IP BtMDIV. ae LOT: BBOTT PARK LOT #3 BLK #15 ROJECT 04181.006-03151 1LODEII 4EBB "1828-CALI" GARAGE BMIMG: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C 2X4 TOP PLATE PRE-FAB TRUSS I/!' CI.G. BOARD IA' DRYWALL —�_ 1-tr SECURE BT. T— PLATE TO SLAB W/ I0d MASONRY NAIL • 32' Or - MAX FIN. FLR 2X4 WOOD STUDS 024' or_ SLAB :w:c: a WL'.. — PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. a)TYP. INT. WALL ( NON- BRG. ) D1 SCALE+ 9/4'.1'-0' 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'-1'-0' �K : P PYC 6a�N rox ew w N' GYP. u- MD. wow sms h' m- GAS LINE THRU BLACK N•.r r r r•. O�iTi�4�iO�i�i�i�4���i APPROVAL R7rS m7VLRMKAL TRAM KAATOWD TO TRA= aRMQTa tw PROOXT APPROVAL RM s GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. OVER W FELT PAPER OR SECURE W/ (2) 12d NAILS FIBSYNTHETIC PRODUCT, • EA END OVER 030 F SHINGLES NSTALLED PER SECTION 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHNCTI_ES FIBERGLASS SHINGLES OVER �30 FELT PAPER R908.I.1 ON 1• O.S.B.PER STRUCTURAL DETAILS OVER W FELT PAPER OR SYNTHETIC If OVER ►30 FELT PAPER OR OR SYNTHETIC PRODUCT, INSTALLED SHEATHING OR }' COX SYNTHETIC PRODUCT, PRODUCT, INSTALLEDPER SECTION R9®S.LI PLYWOOD SECURED PER RWS.IJINSTALON PER SECTION PER SECTION RSM.1) ON �' ObB. SHEATHING FASTENER SCHEDULE STIR95ACK AT ALL UPRIGHTS SHEATHING OR COX ON J' Oba SHEATHING 5/8' GYPSUM BO OR }' CDX PLYWOOD L PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR }' CDX PLYWOOD OR 1/2' HIGH SECURED PER SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP. PRE -END WD. TRUSS TYP. FASTENER SCHEDULE L. DRIP EDGE FASTENER SCHEDULE BOARD MTL. DRIP EDGE OiO. i, t2'IxT .H. H REFERENCE FASCIA PER 'k PER ELEVATION STRUCTURAL 2x FASCIA PER PER ELEVATION ELEVATIONS ELEVATIONS SEE ENERGY CODE FORMS CONT. 2x RAT RUN SECURED PER PRE-� INSULATION R-VALUES PRE-� VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT MTL. DRIP EDGE REFERENCE STRUCTURAL SEE MTL. DRIP EDGE INSUL�AITERGY ION R-VALUES FOR PER ELEVATION PRE � GABLE TRUSS PRE -END GABLE TRU88 p_®• WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER TYP 2x FASCIA PER ELEVATIONS O,N. ELEVATIONS 2x P.T. SECURED S/S' GYPSUM BOARD OR V2' 2x P.T. SECURED R-4.1 INSULATION STRUCTURAL DETAILS LB STRUCTURAL DETAILS VENTED SOFFIT VENTED SOFFIT HIGH STRENGTH CLG. BOARD WINDOIU ATTACHMENT �AS PER MANUFACTURES SPECIFICATIONS R-4.1 INSULATION 1/2' THICK, 2 COAT REFERENCESTRUCTURAL WND0UJMANUFACAT TACORES MENTSPECI�CATEIONS PLASTER PORT CEMENT D DIRECTLY TO MASONRY PENCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24. O:C. Ix2 P.T. PURRING — STRIPS THIC2G, 2 COAT PORTLAND STRIPS • 24' D.C. wm 1/2' THICK, 2 COAT PORTLAND S' CNPI DEMENT PLASTER APPLIED 1/2' THICK, 2 COAT 1/2' GYP. WL. BD. CEMENT PLASTER APPLIED 1/2, GYP. WL- BD. DIRECTLY TO MASONRY WOOD SAGE Cf �l DIRECTLY TO MASONRY UlDOD ALTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR,L 0'-0' FIN. FLR 01•0' FIN. FLFL 0'-0' FN. RR . q S' CMU a ,a n W/ WINDOW OPENING n TYP. WALL SECTION n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: OPENGN PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM a)l-STORY GABLE BLOCK WALL D.) SCALE. 3/4'•I'-V' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'.I'-0' OF 4:12 OR GREATER CIJ LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE It ASTM D 486S TYPE IV, OR ASTM D 6151 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoslgngroup.com AA N: 0003328 1 F 3� b is >sLJ9DIV de LOT: ABBOTT PARK LOT #3 BLK #15 PROJECT# 04181.000-03151 MODEL: 4EBB "1828—CHLI" GARAGE SIM MG: LEFT PAGE: DETAILS %160 MPH EXP. C 11 1 SCALE: 1/4"=1'—O" 1 D1 I 2x6 F.T. CENTER OF DOOR HEADER 89CLMIED W (U 1,12• X 8• J-OCLT W 4' MN. EMORO ENT IV 2• X 2' X 1W WA"Ft 4 NUT OR F (2)LT x 8 ANCHOR DOLTS x VS� uw*wR 4 TT ® 6lCUIE 2x4 CN MAT TO NX ® UV MAGO,RY NAILS. 2X8 G,ARAOE DOORDUCK SECURED W(8) V2' x 8' J-DOLT OR ANCHOR ® DOLTS. UY 4' MN. O'D@DNENT, UV I' x 2' x Iw W4SHER 4 NUT. (V WTHN 8. OF TOP. (V WITHIN V OF THE DTM. 01 EVB4-T SPACED. ® 0 Is 8 IH NOTES. ALL ANCHORS SHALL DE N ACCORDANCE TO FUWFACTIII:R'S INSTALLATION NSTRUCTIONS 0 RRE ALIM 4.ATRbCTItM ARE MORE ATRNGENT GARAGE DOOR BUCK ATTACHMENT ec+u. w'•TO 8' cMl1 )i' DRYWALL I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR % X4' MN. SECURE TIM FRAME 4 EXTEND 1 Y4 INTO BLOCK ❑ W/ ))(`, TAPCONS (MR SHANK SIZE .145 MIN. HEAD SIZE JIM MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END IS'Or- MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +3/4 )R +5 4 11MDOV TO BLACK +3 4 OR +5 A SCALE: N.T . 2X4:m 8E0URE TO BLOCK W/' TAPCONS OR (MIN. SHANK SIZE .10 MIN. HEAD SIZE 300 MIN. EMSEDMENT 1 Y4) WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-Vo' TAPCONS(MIN. °BANK SIZE 145 MIN. HEAD SIZ0000 MIN. EMBEDMENT 049 WITHIN W OF EACH END 4 8' CMU 18' Or- MAX SPACNO. )f' DRYWALL 2X8,® ❑ I•X4' OR I'X2' P.T. NAILER SECURE BLOCK W/2-%- CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 C=OOR14 JAMB OR WINDOW MR EMBEDMENT I Y4) TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS, 18' O.G MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-1 2' /nl WDLDOR TO BLACK +1-1 " SCALE: KTA. 2X4a SECURE TO BLOCK W/ V*' TAPC0NO (MIN. SHANK SIZE .145 Hrf,L HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OG MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/J-V NON-STRUCTURAL j(u' TAPCONS TAPCON MIN. 144' (MIN. SHANK SIZE J48 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMU MR EMBEDMENT I Y4) DRYWALL WITHINS' OF EACH END 4 IB' O.G. MAX SPACING. 'X4. OR VX2' P.T. NAILER 2xe,m SECURE TO BLOCK W/2-11(4'' O.S.S. X 4' MR TAPCONB (MIN. SHANK SIZE J48 DOOR GASR4Ca R4 M. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END MANUFACTURES DETAILS. IS'Or- MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yo DOORJAMB B TO BLACK +1-1%1,p' + -15 8 C SCALE, KTA. 2X4,4D SECURE TO BLOCK W/ W6' TAPCCNB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 A') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL j(r' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y49 8. CMU WITHIN 8' OF EACH END 4 DRYWALL IB' OG. MAX SPACING.X4' OR I'X2' P.T. NAILER 2XS®OOR SECURE BLOCK W/2- CASING (MIN. 814AW SIZE .145 *CATTAC44 MIN. HEAD SIZE 300OOR JAMB OR WINDOW MIN. EMBEDMENT I V) TO 2X PER WITHIN 8' OF EACH ENDANUFACTURES DETAILS. 15' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR OiCK22 }" i� HoK+14VIDOWT " SCALE, KTA. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) WITHIN 8' CF EACH END NOTE, STRUCTURAL 2X IV O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SEBLOCK W/2-%-NON-STRUCTURAL %. AS TAPCON MIN. I-Y4 (MR'L SHANK SIZE .145 EMBEDMENT INTO 15LOM MIN. I4EAD SIZE 300 -Lr• cmu MIN. EMBEDMENT I Y4) )6' DRYWALL WITHIN 8. OF EACH END 4•X4' 16' O.C. MAX SPACR'Ks. OR 170' P.T. NAILER 2X*4 SECURE TO BLOCK W/2-V TAPCONS DOOR CASING (MIN. SHANK 91ZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18. O.C. MAX SPACING. MANUFACTURES DETAILS. nDtb Mn w NRoo ro Aug 4rA too rnr o�ROA') DOOR JAMB TO HLACK +3" E SCALE: N.T.O. 2X4m SECU14E TO BLOCK W/ V TAPCONS (MR 814AW SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN 8. OF EACH END 4 NOTE. STRUCTURAL 2X IB' OG MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE: To BLOCK w/2-Vol NoN-STRuCTURAL ' TAPCONB(MR SHANK SIZE TAPCON MIN. 1-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8• CMU WITHIN 6' OF EACH END 4 )S• DRYWALL 18' Or- MAX SPACING. 2X8,4 I'X4. OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-V&- O 2X SECURE TO TAPCONS(MR SHANK SIZE STRUCTURAL MEMBER 145 W/(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT LY4) OOR CASING WITHIN 8' OF EACH END • DOOR JAMB OR WINDOW I8' O.C. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3' Fiat 1T1NDOIT TO BLACK +3" ` E, RTA. 2X4= SECURE TO BLOCK Wy4 TAPCONS(MIN. SHANK SIZE i45 MIN. DEAD SIZE 300 MR4. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6,® NON-STRUCTURAL ')b' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT I Y4) Yd DRYWALL WITHIN 8' OF EACH END 4 18' O:G. MAX BPACINfs. I'X2' P.T. NAILER 2X8m �.M'OR SECURE TO BLOCK WA-1/4' J(s• OAJS. X 4- MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MR EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END ATTACH TO 2X PER 18' OL. MAX SPACING. MANUFACTURES DETAILS. Itl14M wmmm roRY!i %t N ocomA') DOOR JAMB TO BLOCK +3-7/18' IILNDOK TO BLACK +3-7 18' G SCALE. N.T.S. 2X4a SECURE TO BLOCK WA'4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE: BTRucTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4' NCN-STRUCTURAL I)ir' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO 15LOOK MIN. HEAD SIZE 900 MIN. EMBEDMENT I Y49 8' CMU WITHIN 8' OF EACH END 4 J�• DRYWALL .G. 10' OMAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2XBm SECURE TO BLOCK WA-114• ' P.T. X 4' MR TAPCONS OOR CASING (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER IV O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )'4) DOOR JAMB TO BLOCK +3 3/4" H w TO BLACK +3 3 4' V-VSCALE, KTA. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.sbdesigngmp.om L AA IT: 0003325 174 0 b c per• yp� al Jill IA U13DIV. Jk I407 BBOTT PARK LOT #3 BLK #15 PMItOJML'CTUU 04181.000-03151 HODRIU 4EBB "1828-CALI" GARAGE BWMG: LEFT PAGffi: DETAILS 160 MPH EXP. C 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 20447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10532.16 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 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-113 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-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-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-115 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-R7 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 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-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 SL LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 a _ b b 6 Fl,lILTHDM de L&D- ABBOTT PARK LOT ##3 BLK ##15 PROJECT# 04181.000-03151 MODE11 4EBB "1828-CALI" GARAGE 81TING: LEFT PAGE: PRODUCT APPROVAL LISTING %160 MPH EXP. C FREFORr7ED CONTROL JOINT FLAME OF CONTROL. JON" Td DE UNRED TIED TO LATH • S' O.C. MAX (VERTJ, blam, DO NOT FASTEN CONTROL JONT TO U14LI EVEN F STIm EXISTS DEYOND EXCEPT STAPLES W GBOM GC RROL J�OINTO TEMP. DURING NVALLATION —� PASTEIS:RS TO DE SPACED • 1. = MAX VERTICALLY J' THICK, 3 COAT CEMENT PLASTER Wm LAYER 4, FORTIPIOER DUILDNG PAPER APPROVED METAL LATH PAOTENP.D •r (VERTJ OA. MAX AT 6WPORT6 WRD LAYER 1, STUCCO WRAP WOOD "ATFIMG LATH SHALL NOT DE caaTlwOue v ro •• n r ro ►• THROUGH C0NTIWL \ JONTS EUT SHALL ISE STOPPED .MID TIED AT EACH SHOE. PER AM CW63 PROVIDE 2X4 DLOCKNG 1.1014 PLACED FLAT MAX V TO S' PROM CONTROL JOINT W W CONTROL. JOINT PALLS ON NOTE,\\ FASTENERS FOR LATH TO DE NAILS 0 i / 6T11UCtURAL STUD STAPLES N COM-LIANCE UV ASTM C1663 2. WIRE TIES TO DE (NO. M) 00410' WIRE / I DLOCCING SHCIN MAY DE N ADOITIT \ TO WALL 67UD6 REQUIRED PER PLAN fie. - �� • • • OL PaLn aaaalo • Pr. A OLPOLD NO4aD . R.A !1 Qffilleft • Fr.O OLPOW IIOBA•ry.A x aaAa • Pr. s FOLD aY Ol FOLD IalalO • R. A 1 aeAM • PT. B a eTaARs . Pr. e 4IOW Pf. a Ovee Pr. a TILL R. C TOUGH O BOTTOM PLMtl. qp . f;>, BOTTQ'1 N'� wTR TgIR =At -limp. OQ Ian. j' THICK 3 COAT CD ENT PLASTER Oft"b VY 2 COAT G~ PLA•I!a (0-W UM LAYER 4. FORTFIDEIR OWLDMG PAPPJR (Iltal'E ONLY) UM LAYER it 6IU=O URAPfpwm OILY) IOO4QB PLA66tl (ORS COAL) wTALL IarATnlr AT TXATaI a Pape . NIo..="aAR APPROVED DWLONG WRAP SHALL DE LAPPED A MINI MN OF 6' • VERTICAL LAP6 (ROLL ENDS) a 6' • WRIZONTAL LAPS. ALL SEAMS NEED TO DE TAPED WTH FORTIDER SHEATHNG TAPE I'— . FaTAL LATH / \ LATN VERTICAL LAP TO DE 1' . METAL LATH WPM LAYER "IN i URD LAYER t0, POwIllimR �&—JLOM PAPER ® KIC KO UT DETAIL wTOR TMIT ORAL "MID OR OOLOSR Oe MaT ax. 1�,. 'L 610E LAPS OF METAL PLASTER DAMS SHALL Be SECURED TO FRAMING MEMBERS. TTEY 6HA,LL DE TIED DETUARN SUPPORTS WITH 00416-K (1$1-M' ) UURE AT NTERVAL6 NOT MORE THAN S' (226-MMJt AS PER ASTM CI063 121 FOR REPAIR OP TEARS N WINE LAYERS, TEARS MAY DE PATCHED WA40M U W TAPE PER MANY. SPED OR PEEL a STWX WOOD STIR "ATHNG PAPER STUCCO PL CKET 3 COAT C'ENT METAL LATH WPM LAYER -2, POR:RIOER DWLOMG PAPER UR6 LAYER -1, STUCCO WRAP WOOD SHEATWINS r AL'-i-TMi1. WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) J- THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2- 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER anrTFnuel l asr-rM=n S'XS' '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.B. 4'A4- fwA CUT AND OVERLAP ONE SIDE O' SELP-ADNERM01 MSMDRANE PLASNM6 STEP 01 M6TALL FASTENERS (CLIPS. STRAPS. STAPLES) AS lrzwm D TO SECURE PIPE/ WRE TO MUMS T.S. ILRD LAYER -2, FOWPIDER ElWLOMG PAPER METAL LATH WAV SELP-ADFIERN6 Ma'RRANE FLASHING OVER APPROVED mom WRAP. PLAeHnn m EXTEND oNTetMPE 4'A4' SELF-ADIERNG 1`1E7IERAlR FLAAHMG OVER APPROVED HOUSE WRAP. RA6HSIG TO O(TOaD eNTO IMPS COW DEAD OF SEALANT AIR SECTION PER SECTION BSwkr BR6R w4 RlaOIaIYR Exterior we of portland wn*M plaster shell comply wittl the apW.atbn requlrenlazlls of ASTM C 92612A. Installation of exterior lathing and fram'vq slrell mnplY'/ith ASTM C 10W20k. NETRATION DETAIL ( LEGEND DRAINAGE PLANE (WR5 LATER "1, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - - - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1-1 / A5TM C-84l-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 W FZ-BT CC15 MIMI 9VSDI\/. Ie LOT: ABBOTT PARK LOT #3 BLK #15 PROJECT* 04181.000-03151 MODEIc 4EBB "1828-CALL" GARAGE 911ING: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C BACKER ROD BACKER ROD WPM LAYER 9, S'n rrn WRAP INSTALL b' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEGAANCE OF FLASHING TO BE, L BOTTOM. 2. SIDES, 3_ TOP VENT CAP 18 TO BE GET IN DIED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 80 A8 TO DEFLECT WATER AWAY FROM JOINTS. E-2 BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERA`ETER OF NON -MOVABLE FRAME AND STUCCO ON ALL 81DESAW CAULKING • JOINT ALL AROUND PER SECTION R703.7 Elllaiar Ia ft and plaefarbm 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. ,i lk HOODED VENT PLASTER 3 COAT CEMENT METAL LATH WRS LAYER V2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (LUR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 L56. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LO STUCCO FINISH b' SELF ADHESIVE OVER TOP A SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT * TOP < SIDES 6 B DRYER VENT ( BLOCK) BUILDING PAPER OVER 'OfJICK FLASH' r PIPE THROUGH WALL I S' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER UNDER 'QUICK FLASH' CUT OPENINGs IN APPROVED HOUSEWRAP FOR BOX INSTALLATION A VENT PENETRATION I I MRB LAYER h, STUCCO WRAP SCALE, N.TA +•Rcf+ Iv rcc�..clvc STUCCO SCRATCH COAT 4 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-T BEAT OVER b® MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINT$ AND INTERSECTIONS WOOD SHEATHING WRAS LAYER 9, STUCCO WRAP WRB LAYER Q, FORTIFIBER BUILDING PAPER METAL LATH •1/8' TEXTURED FINISH • WOOD -FASTEN TO WOOD STRUCURAL MEMBER • T' OL. MAX b' MOE STRIP SELF ADHESIVE M-AAS14MG, CLEAN MASONRY DEFORE APPLYING V FMIGH • MAaONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) B' WREN LAYER 9, �- STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WTZ LAYER 9 STEP #1 STEP #2 WRB LAYER 9, STUCCO WRAP 9 APPLY bfd MIN SELF -ADHERING GRADE 'D' FELT ® MEMBRANE FLASHING OVER SELF-ADHERMG FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIF15ER BUILDINGx PAPER STEP #3 STEP 1*4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL .o o•10 SECTION) 'e .e e• r• •o e e. METAL LATH STEP #S STEP No @)ELECTRICAL RECEPTACLE 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL32780 PH:407.7748078 FAX: 407-7744078 WWW.abdeeigngroup.com AAA`: 0003325 1 � N Jill m 4 i Will C1 +A 0 8vaDIV. 1e LOT: ABBOTT PARK LOT ##3 BLK ##15 PROJECT# 04181.000-03151 MODEL: 4EBB "1828-CALM" GARAGE EfwiNG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 M EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO -ADHESI k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING ® 1' O.C.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 p�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdeWgngroup.com AA #: 0003325 q Z a sunDiv. ae LOT: ABBOTT PARK LOT ##3 BLK ##15 PMJECTp 04181.000-03151 HODEU 4EBB "1828—CALM" GARAGE 8VfW0: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DMNT A 08/13/20 BCALE: 1/4"=1'-0" MIEET WA3 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER — — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING UPOOD BEYONDrRucTION WOOD .16A1NING WEATHER RESISTIVE BARRIER q WATWR RESISTIVE YLP SIDM6 PMABHWM L -�\ �7 A TWER RE-818TIVE STARTER STRIP / \� \\. a WEATHER BARRIER RESISTIVE FLASHM \ GALVO METAL GALV'D METAL 'T FLASHING Z'' FLA��SNM6 on UTRIMhBMBBER 1 rT•l@41 91 ATER GAP WICAULKM \ / OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 1 n n TRANSITION 1J WOOD CONSTRUCTION V— BEYOND WOOD eHEATHMG WEATHER RESISTIVE BAWER v URAInER RESISTIVE x TY1 LAP SIDING I / \ w.�n+o'4O BOARD�"BATO1rEN a rFLA6WING < \ 3 WEATIRR RESISTIVE BARRIER •1 STARTER STRIP \ \ 6�ER RESISTIVE I I \\ .y V SELF-AD14ERMG EORM onI FLASHING \ GALVV METAL GALV'D METAL ' '2' FLASHMG W FLA64MG on NARDIE TRIM PER ELEVATION / \ HARDIE TRW PER ELEVATION \ 1 SEAL GAP W/CAWI. M OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www,ebdeslgngroup.com AA •: 0003326 o S aysaiv ae LOT: ABBOTT PARK LOT #3 BLK #15 PROJECT* 04181.000-03151 MOaEZA 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C .'' V8' TEXTURED , / I \ FINISH • WOOD, 1/2' TEXTURED ,.. . - + � ---- ---- -- -{ i \ SUB-BANb FINISH * G'1U x °,... x x x W/I'x4' NOTCH ® METAL LATH x x x x x r-- -- --- END, WRAPPED IN x / / _ PEEL t STICK !� METAL FASCIA WRM" WOOD SHEATHING qQ cm 01, x x x x x x x x x x x x s DRIP EDGE f 1�\ 1 — ' STTUUCCOO W¢ (FRAME ONLY) WRB LAYER 62, FORTIFIBER x x x x x x x x x x x x x x x x x x x x x x x x + F_ '.. ----- __ _ __ _. 1 I - I/g• Z/8' TEXTURED I ` s FINISH WOOD �� 2X& SUB BAND ;T _.._ � BUILDING PAPER (FRAME ONLY) ROOFING CEMENT x x x x x x x x x x x x x �� i x x x x x x x x x x x FRAME OR CMU FELT PAPER 1/2' TEXTURED FINISH CMU x x x x x x x x x x DRIP EDGE x x x x x x x x x x DRIP EDGE / l� x x x x x x x x \\ ' METAL FASCIA WRAP Ye' FROM /� * I ©� METAL KICK OUT x x x x x (REFERENCE POINT ONLY FOR WALL OFF \- ! a4. STUCCO, I' FROM WOOD WALL �` I \� x SET OF COMPONENTS) --- — 1 EXTERIOR WALL = METAL FLASHING, WRAPPED ter\ �� e (FRAME OR CMU) MIN. Y4' ABOVE BOTTOM OF \� DRIP EDGE NOTE: NOTCH FOR 2X(p SUB BAND ONLY ROOF KICK OUT REMOVED 2x SUB -BAND FOR CLARITY W/11¢'x4' NOTCH END, WRAPPED IN �\ ROOF DECK (BEYOND) PEEL t STICK o `\\DRIP EDGE, I' OFF WALL -ROOF CEMENT NOT INTO STUCCO) ROOF EDGE OMITTED FOR TEXTURED FINISH CLARITY WOOD, I/2' TEXTURED SUB BAND DETAIL ® WALL \ FINISH * CMU / / 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL t STICK ®E L E UA T I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT o WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/I2d NAILS &'-S' O.C. MAX. 2x SUB -BAND W/11 'x4' NOTCH ® END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL W f KIC K-OUT FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA�'x4' NOTCH END, WRAPPED IN PEEL t STICK ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 3 40 To �a evHa:v ae IAT: ABBOTT PARK LOT #3 BLK #15 PROJECT# 04181.000-03151 MOaErt 4EBB "1828-CALI" GARAGE OWING; LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND %160 MPH EXP. C 39'-6" 28'-B" 3'4" 15,_10" 9'-6" 9'-8" T-8" 36-2" TOP OF tO SLAB `"' FM-12X12 '`; — — — — _ FM-12X18 \\\ LLI SLAB WI \` F-24X24 1,_0. .0,73 112 101-0* 10 \ — — EXTEND FM-12X18 4" PVC SLAB 1 1/2" 111 CHASE 0. �\ N TOP OF SLAB 1` \ \ \ \� I \ I • *-51/2 4" 17'-8" 2'-8" T-0" 5 I 1.1 I q I I o EXTEND 1 2 1,1 SLAB 1 112" ri 4" CONC. FM-12X18 °� �� — r ^ law SLAB T4" I I a 112 i I, b l :7 1/2 Y 2 2 -3 _ _ J o FMC-12X18 FM-1 v FMC-12X18 _1 FM-12X18 1.1 J _ IH- 4 4 .1 1.1 2'-8" 16'-0" 21-81, 4'-4" �3'40- 10'-2" 21'4" 14-0" 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +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 112" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.MINDICATED #5 BAR, OINDICATES #6 BAR,MNDICATES #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 6-13, USING: Pm = 1500 PSI, TYPE "M" OR"S" MORTAR, ASTM G476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" OIC MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 31l2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. TOT. SHORT LONG 8" —TEELA - s FM-12X12 12" CONTINUOUS 12" FM-12x18 12" CONTINUOUS IS, (21 #6s FM-16xl8 16" CONTINUOUS 161 - s + "-0" FMC-12x18 12" CONTINUOUS 18" - s #51N CURB VARIES - x 24- s s _ 0"4 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwAbdesigngroup.com AA #: 0003326 J hvs i b h C b W sUSDIV. Ale L.oTa ABBOTT PARK LOT #3 BLK #15 PROJECT# 04181.000-03151 MOD191A 4EBB "1828-CALI" GARAGE sWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED 2 ^ STEEL REINFORCING IN GROUTED + .a CELL SEE PLAN FOR SIZE AND Q a. 0 CELL SEE PLAN FOR SIZE AND REQUIREMENTS a_ CL G SPACING REQUIREMENTS I SPACING j1 GARAGE DOOR w U w • RECESS U v as < ..I,a--_��. FM• g 0 _ 00 z 8" CMU WALL O rn 8" CMU WALL I , . tKICORNER BARS, SAME SIZE AS LARGER BAR w w B' O "4 +- 0'-0• ° IN FOUNDATION WITH 30" LEG EACH = V-9, - B WAY AT ALL CHANGES IN DIRECTIONSTOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS _MATCH AMOUNT OF CONTINUOUS BARS CURB FOR f - �, MASONRY a EXT. PORC Iz SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1 STORY) Yf SEE SLAB SCHEDULE TOP OF GARAGES ' o I CONTINUOUS BTEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UN SET Itp. AT ELEV: W/ 1/2" ISO JOINT (WHEa B" CHAMFER (2STORY) p3 16" p4 Y4" EXT. PORCH SLAB W/ 1/2" ISOLATION I 4• CHAMFER (1STORY) 1 , 6" CHAMFER (2-STORY) 0'-0" APPLICABL SEE SCHEDULE #5 30" JOINT (WHERE APPL�ABLE) Z �'` �, --"'� ' EE SCHEDULE 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, AR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY AND AR QUANTITY NUMBER OF BARS (m. 2 TO 3, PROVIDE 2 BARS), UNO #7 42• v EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE D_'�_IEXTERIOR SCALE:3/4"=V-0" CORNER BARS DETAIL DOOR OPENING @ GARAGE 3 4 SCALE: 3/4"=V-0" SCALE: 314"=1'-0" LAP TOP PLATE A MIN. OF 48' AND NAIL WI 16d COMMON AND NAIL W/ I6d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w a. I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPEO > NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE 8T. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE W/FLANGE@BASE O SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1/2'A" WEDGE ANCHOR W/2" TO BE PT. PROVIDE DBL. TOP BTM. PLATE TO BE PT. SECURE ST. PLATE TO p- EPDXY. MIN. EMBED I WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE 8", UNO 54/ PLATE EPDXY 5A/2" EMBED. MIN. 16" OC SLAB W/10d MASONRY b O FOLLOW ALL MANF. = SIMPSON SPH4 OR SPH6 MAX. NAIL i6" OIC STAGGERED. in = SPECIFICATIONS FOR v7 ¢ I BTM AND TOP PLATE ADDITIONAL METAL SECURE FLANGE TO CS USE AND H PREPARATION OF ANCHORS W/ 10d x 1 CONNECTORS NOT REQUIRED WHEN NO SLAB W/(4) IW X 21W' O HOLE. ALL COMMON NAILS FILL ALL U) UPLIFT IS PRESENT. TAPCONS w = HOLES, DO NOT USE 10d w w x T, = SEE SLAB SCHEDULE SEE SLAB SCHEDULE TOP OF SLAB=AND TOP OF SLAB4" CHAMFER (1STORY) 6"CHAMFER (2-STORY)ULE EQ. EQ. SEE SCHEDULE WxD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO NTITY AND BAR QUANTITY scALE:3a„=1'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 6 scALE:3/a"=r-0" (NO UPLIFT) SCALE:3/4"=V-a' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING g WALL W/ SYP No 2 STUDS SEE Q " 0- PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO BTM, PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/iod MASONRY NAIL w 16.0/C STAGGERED. ADDITIONAL METAL U e a CONNECTORS NOT REQUIRED WHEN w W 8"CMU WALL UPLIFT IS PRESENT. 2 +- 0'-0" POURED LINTEL CONT. (TYR) ' ;: ','e•. IT' CMU FILLED CELL (TYP.) . TOP OF SLAB _I• 2X WALL FRAMING SEE SLAB SCHEDULE _ SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" +- 0'-0' Z Z — m MINIMUM EMBEDMENT INTO TOP OF SLAB . a• g 'ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB Fla SEE SCHEDULE SEE SCHEDULE FOR BAR SIZE FOR WxD, AR SIZE AND R AR QUANTITY BA AND AR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO WOOD WALL FOOTING AND COL. PADBLOCK WALL CONNECTION (���INTERIORFOUNDATION 3/4"=1'-0" (NO UPLIFT) "' SCALE:3/<"=1'-0" 11 SCALE: 3/4"=1'-0" d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX- 407-7744078 www.abdesigngroup.com AA IF: 0003325 F 14 :+ F � r 3 'xr�ro 6 kbk 6 SVHDM & XOT: ABBOTT PARK LOT #3 BLK #15 PROJECT 04181.006-03151 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA k: 0003325 b b 'A JU x ABBOTT PARK LOT #3 BLK #15 PROJECT 04181.006-03151 MODELA 4EBB "1828-CALI" GARACM 8wIN7a: LEFT PAGE: DOWEL PLAN 160 MPH C 0 PAMT DATM 08/13/20 SCALE: 1/4"=1'-0" siaEE4' s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM � as a 0 CLEAN OUT REQUIRED Oa' FOR INSPECTION ' I 0'-0" FIN. FLR. n e TIE RTICAL REBAR .. a TO HORIZONTAL a.: REBAR W/ 10" HOOK 7_7 BAR SIZE 46 BAR DIA. ZLU #3 18" > #4 24" #5 30" #6 36" #7 42" HORIZONTALNERTICAL REINFORCING Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 SPACING REQUIREMENTS U W EL io Z 8" CMU WALL m TOP OF SLAB a TOP OF SLAB SEE SLAB SCHEDULE Z W �• . a , EXT. PORCH SLAB MSttZEARDIA.4" CHAMFER (1STORY)W/ 1/2" ISOLATION 6" CHAMFER (2-STORV)JOINT (WHERE # APPLICABLE) ZATCH STEEL REINFORCEMENTTHRU F6JG PER SCHEDULE6"PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1 W" 41 D7O FE-] >�-U' CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 I �y R i�kkO 6 b eumly. 1e LOT. ABBOTT PARK LOT #3 BLK #15 PRAJECT*1 04181.000-03151 MODEL 4EBB "1828—CALI" GARAGE EWD90: LEFT PAGE: DETAILS 160 MPH EXP. C 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' HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 1IT HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 P8836, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0-, FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) XH, REINFORCEMENT STIRRUPS REMARKS BTM, TOP MID SIZE SPACING BB1 MASONRY 3000 Bx8 (7) #5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS *-4-- SAFE LOAD - POUNDS PER LINEAR FOOT `If6 �968 SAFP GAD ^ SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH oUa am ne-1e nsae risen rtw vie -is r2 m ~arat•to raw rasa rate sass er3ano TYPE LENGTH N18 ROMU TYPE LENGTH �+T s4a7 nan 111t3nr rlatT w1*3r rAt•tr nos ePa�1r rw3r IPb,7 rlsar na,r smar 74 ( PRECAST 2�1 3w mo Np "" M oo lw, �� (�') PRECAST 1026 1024 189e 3'4• (4r) PRECAST 1w 3w w4 4w ew n32 7w 3w 4w nu 766 ST74 INN I,w 1w 3w 3w 4w ew 0132 7001 4'4• (48•) PRECAST im wl VIM 3w 4w BW MI $107 V-W ( PRECAST 7B6 783 1309 4-0' (46') PRECAST73p I= 33M SM me 4"D we am 3w 4w n13 7N7 er4 WIN 11w aw 3w we 4e70 M eon 4.4• (64-) PRECAST INp /w 2110 wt 3m 4e7e SM mN C-r (�' PRECAST 6B2 691 1073 4'4' 04'/ PRECAST 12U M 2m7 3w 4w ml sate 2W 4M 0113 7e0 een tow 11w Iw Kip aM SM 400 4711 SM SJ• (61� PRECAST 121T tw 4M lw Mg3/a3 we 4w 64• (84') PRECAST Nt 411 746 8i' l�9 PRECAST tore m 2V6 mN mp wl 4w Iw SM M7Mf 1N Iw me 22111 aw lsm see/ 4em a-10 (70) PRECAST 10e2n IM Kip Kip 3w M10 6.1a (T0') PRECAST 340 3� eie 8.10 lTe9 PRECAST w , 3ls3 $107 ew 4M 4w nee 7101 SM w mA sop Kim 31m aw 4,33 8'4' peg PRECAST 90S /77 3M 3M 8707 pp w7 S4' ITe'1 PRECAST S07 M1 490 Sd' ve') PRECAST w I als im7 n Np wt ew loesy0 lsm w t4ff 1w am ffeo a3t ffu r4•1721 MnBlo 1 PRECAST T43Ills 2M 2M mN 8m we T4 (SO) PRECAST 424 634 98T r4• (90) PRECAST TV I , Kim 2a7 3M am 3w am Ne7 em 7ff 72N ,w Kim MI mar am S1' (11� lie Iw M4 3M MIS No SJ• (112� PRECAST 328 612 299 S4' (112� PRECAST w Mae 1 1N alff 2w 1w Iw ON line 4 ew al w nu nn iw MI Kin 1a4• (126•) PRECAST 475w 12R Kip 2M 2M 2w 1a4' (1� PRECAST 2e4 401 180 104• (12e) PRECAST M 3n Ne IM In7 t Kill [1113tn Iw ,m gm tm 4fe4 w w tip Nn 1m Kip Kin 11'4' (138') PRECAST 9e2w w IM0 Iw sm its 4w 11'1' (188') PRECAST 280 4S2 164 17•-4• (188') PRECAST 4N w w Ion IN Im Iw 1" 31ls Siff tw w w t ten 1916N 2137 174' (144') PRECAST 397m m 104 Iw M93 no 3w 174• (144') PRECAST 2N 402 13T 124r (1441 PRECAST 4n M 7N w 11 , Iw tw Iw 2101 Kim aw 4n w w Iw , tN 2ffe 1r�• (1eo9 PRECAST team 471m Iw /M Iw aw aw 1r�• (tea) PRECAST zn 824 Ito 1r 1• (Teo) PREAASTM 41e w eo7 m w tan im Iw an am M m IIm N,IN-V (ISS) PRECAST W9m iw Iw ten tiff14'4• (18e') PRECAST 206 293 100 14'-0' (758� PRECAST w w w 7ls wm /w 1w iw a12/ Kim 4f04ls -1 1w , 14'4• (176� PRE N.R. Nt M Nit !R M NR 14'4• (17e•) PRESTRESM NA 284 91 14'4' (IM PRESTRE88� m w w w w w n w w t 4-m M m l3n 1w no MIT U12 IV-V 0849 PRESTRF88ED N.R. "" M M "" NR Nit IV-r (164') PRE8TREIM NA 259 83 IV-4• (784-) PflEBTRENED 230 313 w w N0 4ff w m 412 710 I= Im 2w Kim mt3 it l• ! PREBTRESBED RR w Nt M NR NR tR NR 1T�• Mn PRESTRESSED N.R 194 81 1r�•(2ABlPRE8TRE88ED 1n to w w 4m w mI too w , w w w lam iw ,w w7 19-C W2•) PRE8TRE88ED NA w MMMNRItM 1a1• (21Y) PRESTAE88E0 N.R 148 6Z 1Si• Mn PRE81i is M 2ls w w M M M. e/7 141 1 tai w w m ton trot 1No 17" 21,�. C�6e7 PRESTRESSED KR w M M M w w M 21'-4• (2 n PFEBHi� NA 126 42 21-4- Res•) PRE m 142 w Min w w eff 410 Rt w w w iww M w w w um R�9 PRE67R688E0 RR M w w w w1ff RN9 PRESTREM NA lie 40 274' Re49 PRE Iff w me w Na w w w w�'4" w2V4' M1w f14Iw tw 01i P NA NR w M M w w �,4,RSB') PREBTREWO N.R 01 33 2C4' Mn PREST ES IN nwr 1m w 3n 40 4m w w m eatap M va (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM SAFE LOAD TABLES' BY CASTCRETE ANY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MINIMUM 4. OF BEARING PAST EACH SIDE OF W94DOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 L—w—w---------- 1 ------------w—J L—w--www--�---------J LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD,FL327W PH: 407-7748078 FAX: 407-774- 078 www.abdesigngroup.com L AA S: 0003325 � rr� h V ikko 6 b r suss=v ag LOB ABBOTT PARK LOT ##3 BLK ##15 PROJECT 04181.00 -03151 MODELS 4EBB "1828-CALI" GARAGE III LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI 101' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING, 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VJ10: OF #5'S, IN BOND BEAM COURSEE L_�� HEIGNOMIHT # OF #VS, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - iT/iM41B INDICATES A DOUBLE BOND BEAM O#5'S, BOTTOM AND XFXX - 1T/OMIOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/1 WOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW—AF, PRECAST •31F4" WINDOW C SILL Z 'SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION TYP. B"XB";Dj BOND BEAM ff-II-A -1#5 b ff Pik 1#5 TYP. BAt6" �p BOND BEAM •.', 8x16 OBL. BOND TOP OF BOND BEAM BEAM W/ (1) 0510F EACH COURSE 8x8 BOND BEAM TOP OF W/ (1) #5 BAR .y. BOND BEAM GROUT SOLID FROM - LINTEL TO TOP OF BOND PENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRECAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2" BEAM DESIGNATION OR r� 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=1'-0" LINTEL, W/O STEEL (LI) REFER TO PLAN FOR LOCATIONS T- PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4-18" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 IW) 6" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2X8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1X) 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 OSB SHEATHING 5ARCHWAY FRAMING DETAILS SCALE: 3/4" =1'-0" 1 SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774407E www.abdesigngroup.00m L AA #. 0003325 C � 6 mVHDIV. As LOT: ABBOTT PARK LOT ##3 BLK ##15 PROJECT* 04181.000-03151 MODEL: 4EBB "1828-CALI" OARAOE 8TIMO: LEFT PACE: DETAILS 160 MPH EXP. C rpRMTDA 08/13/20 SCALE: 1/4"=1'-0" 8*1ZET S2.1A 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" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 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 T2 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O,C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2.500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = 1'-W 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-714-6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003326 kkb b O b OVHDIV. as WTI ABBOTT PARK LOT ##3 BLK ##15 PROJECT - 04181.00 03151 "ODEL1 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: FRAMING PLAN 160 MPH EXP, C DATEa". 08/13/20 OOALE: 1/4"=1'-0" OiIEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 00004 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETAI 6 TRUSS ANCHOR WITH (B)10d x 1 j" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1,00 UPLIFT SIMPSON HTSM20 TO 11/ B-(2) SIMPSON HETAI6 TRUSS ANCHOR WITH "ROOF/WALUFLOOR TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x AND TRUSS AND "x ( V4" x 2 tl4" SHEATHING d x 1 NAILS TO TRUSS FASTENER SCHEDULE" z 1 NAILS TO MAY ADDED 6", 8" x E TITEN 2 ANCHORS TO H DBL S DBL STRAP, 1 EACH SIDE WRAPS UP AND , GIRDS R GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" NAILS, O LINTEL 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" 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # IDDO UPLIFT (2) SIMPSON x (16) 10d x 3 r NAILS TO GIRDER AND 6, 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETAi6 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE (ACES OF WITH (12)16d x 3 j" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/1010d TO ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4)1l4" x 2 114" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 1 E 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) �" x 5" TITEN HD TO CMU AND (12) SOS CONT POURED LINTEL 2x SECURED Wl (3) i6d }" x 2 j" TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD S-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES 024" OIC, 1x2, 2x WOOD FASCIA (2) j" x 5" TITEN HD TO CMU AND (18) SDS;' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" OIC FOR REVIEW 2x SECURED W/ (3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) j' x 5'TITEN HD TO CMU AND (18) SDS }" x 3" 1X2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17' OIC SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:T70 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U.2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2' COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = W85 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c ALE.'Jl�" TYPICAL ROOF 3 GIRDER CONNECTOR(S) 2a 2b 2c =rvr=Tr SCALE: 3l4"=1'-0" GIRDER CONNECTORS) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 314" 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 LSTA72 20 GAUGE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING W/ IW12 HOG NAILS 0'-0' TO 30'-0" (1) W BRACE SEAMS) EACH END. TOTAL OF 10 W-1" TO 60'-0 (3) "X" BRACE SECURE PT. PLATE (1)'9(' BRACE @ CENTER / 1 TO BLK WI DIA. FLOOR ANCHOR BOLT W/ OL GIRDER 6'-O" MAX /lX4 (W ) FROM CENTER O END, HIGH WASHER SET N4 HIGH �R 10'-0" MAX (W/2X4)* 2x WOOD FASCIA, STRENGTH EPDXY' SEE ARCHITECTURAL MIN. 32" 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 5/8" GYPSUM BOARD OR 1/2"HIGH BRACING, SEE STIFFBACK (AS PER TRUSS ENG) STRENGTH CLG. BOARD y PLAN FOR LOCATION CONT. 2X4 SECURED W/ V N MAY NOT SE (2) 1 Od's Q EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) 6 F 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 z SEE SCHEDULE FOR FOR 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST., BOND BEAM 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 a. 1/2" GYP. WL. 80. • . 1x4 BTM, CHORD BRACING 6-W O/C END WALL OR OTHER • • • MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF • ! ( i . • . o. 10'-0" O/C MAXSECURED W/ (2)1Od COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYP, BTM. CHORD BRACING 7 PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" 4. _"�GIRDER/WOOD POST CONNECTIONS 6 SCALE:3/4"=V-0" J 'a• SCALE: 3/4"=1'-0" • a FLOOR TRUSS CONNECTION a@ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE `* SCALE:3/4"=V-0" (NO UPLIFT) NOTCH DEPTH 114'0 EDGE 5/8" USED SO LONG AS THEY CONFORM TO THE METER FOLLOWING L. 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 EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE q THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HIDA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fi AND F2 FORCES. BTM.HOLE DIAMETER PLATE< 3/5'D DBL. STUD NOT USED MATERIALS AND BORING LIMITS NOT USED &AJT�E�RNATE 9 10 SCALE: 3/4"-I'-U' 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abd•signgroup.com L AA #: 0003326 �o StMDM & LOT: ABBOTT PARK LOT #3 BLK #15 PROJECT* 04181.000-03151 MODEU 4EBB "1828—CALI" CARAGE 9WUM: LEFT PAGE: DETAILS 160 MPH EXP. C DFRDgT -1 w08/13/20 BCALE:1/4"=1'-0" MI E= S3.1A (2) 2X4 No.2 SYP DIAG. BRACE W/ (3)12d (� E" TRUSS (DIAG. BRACE COVER 6TRUSSES) 0'-0" TO 30'-01' (1) X' SR 30'-1" TO 60'-0 (3) "X' BF (1) "X' BRACE 0 CENTE (2) "X" BRACE DIVIDED FROM CENTER TO ENC 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. ix2, 2x WOOD FASCIA NECTION PER rENGINEEREDWOOD SEE ARCHITECTURAL S MFG. 2x SECURED W/ (3)16d OOD GALV.COMMON NAILS. " O/C, 1x2 SECURED W/ IOd DRAWINGSGALV. COMMON NAILS CONT. 2x4 RAT RUN 12"O/C L SECURED W/ (2)12d's (ri1 MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS � W/HIP RETURN SCALE:3l4"=1'-0' VTCR SPACING (1) AT EA AND 6'-0" O PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS N-0" O.C. (AT O MAX PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) 0 24" O.C. 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO SLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH,�i STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 20 SECURED W/ (2)1Od's C EACH TRUSS TO BE INSTALLED G 10--0.O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3W=14" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0D03328 J 7 4 r y 4 kbk 6 b 8UnDm A¢ LAT: ABBOTT PARK LOT #3 BLK #15 P1iOJECT# 04181.000-03151 MODEIA 4EBB "1828-CALI" GARAGE 9WING: LEFT PAGE: DETAILS 160 MPH FR. C raw GABLE -ENO I 1 ROOF WIND DESIGN PRESSURES NET (GROSS) ASZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (T7.16) 'A'= 4-0'" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:"C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DUPFIRJIOM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2117' OA20" 170,000 RING6-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEA74MG USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd 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 0 W C LL Y 2 J_ O . ay O . Z a J Z W m Fa U"W Y (� =U NO Za w M. TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING Z H O O �3 m U BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENOWALL BRACING FDR GABLE END FRAMING 8d RING SHANK GUN NAILS B" O.C. IN FIELD ` 8d RING SHANK GUN NAILS 0 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS La) 12" 0.B..jN FIELD J\ TYR 3f4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMBAMiGREGATE SIZE SHALL BE 3M. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 8%AR@BRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SIDE ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBOR 2017, 6M EDITION ALL EXPOSED EDGES OF CONCRETE NSF TO BE CHAMFERED 316'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SUIBSOWGROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE N0.2 OR BETTER. Fb = 1100 PSI AND MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530.MBER E 011, AISL SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWING& SEAMS LAPPED INCHES AND SEALED WITH ADHESIVE TAPE. PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE ELASTICITY = TREATED, PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES A ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK- SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DDT 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 $HALL 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, 681 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING 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 #2. 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 85 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0' OC, EACH WAY. 70 BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE WATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' SY THE NFPA. TRIES DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 4 IN CONCRETE DEFORMED R E HA DE 0 CON RE E D OSCAL BARS, REBAR SHALL BE A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED, IN A GRADE BO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND-rPVWTCA BCSI 1' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVEW TICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -norw0ncurrsrl I TYP. MIN UPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non-current #5 BAR - 30' #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE RF OO PROVIDE 38' 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. 15 W TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf STM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: IDPsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Pef WIND: DEAD LOAD MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE FBCSPER2017) EXPOSURE C. RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10paf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20paf, 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: SOW, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 3OW, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pM MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES' (ACI 5301 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 SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE S CONSTRUCTION SCHEDULE, THE HURRICANE STRAPS TRAPSSAND 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 nn =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 WINO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED NA 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 2,000 psf, FOOTING TYPE "W 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 13-1557. 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 RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER, CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,Soo PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S N- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMWLY WITH ALL THE REQUIREMENTS OF ACI301 AND ASTM C-94 OR MEASURING, MANG, TRANSPORTING, ETC MP . CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TILE ALLOWED FROM WHEN WATER IS ADDED TO THE MAX UNOL 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 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SWILL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REWIRED CONCRETE COVERAGE OVER REBAR SWILL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): S. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1.1/2' FOR SI6AND SMALLER T FOR 48 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1-1/f 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 STRUCTURALSTEEL: 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 = 38 ksl FOR ANGLES, PLATES. AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S. Fy = 35 k91. 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. J-BOLTS ARE TO BE STEEL, FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATKA 911E TYPE 9MCING REMARKS APPLICA- SIZE I TYPE I SPACING REMAINS 1. IT FURRWG TO CASEHARDENEOCOL S.OIC ---EDCORBUCK 11<`DIA. TAPCON MASONRY B,� I- EMBED., 4-END DST., M 40NRYICIXIC. N,ULI VI LONG. TO Ml90NRYlG(x1G HO WASHER fA5TE1.£R I-EDGEDST. SGD, AL EKT. DOORS 1f 1. SEE NOTES CA9EHARDEMEDCOB HAIL I - LONG. YOIC STAGGERED WNGGWDo0rUFASTENEO NYTO MA90MYx>OIC. GARAGE DOOR BUCK TO MA90NRYCDNC. 1fY DM. W/ WASHER EXPANSION BOLT �, f EMBED., TEND DST, ?EDGE qST. w-BUCK CAeE GENEDCOB 2.OIC wwoowr000w FASTENED .-To CONTACT THIS ENGINEER FOR SPACING ,-.6- B NAILI IYl LONG. BTAGGEREO INro MAsoNRYKaD. MAsoNRrICONL. REQUIREMENTS EM.SWWO DDOR (2)2(I . RAPCOR 19` OK I - EMBED. LEND. EXPAN910N lTETED, "ETD OK BUCK 2" PT, SEE NOTES NO WASHER FASTNER DIST.,1 - EDGE D19T. WALL TO CONC. BLAB WI WASHER BOLT CAST., 3' EGGE DIET. 22 IT WWDOWBUCK 0.138'PA �21/B' S'OIC 4"END.OWT„11/C IT TO STEEL COL., SEE NOTES Yy, BHER -RED EDGE DST NOTES 1STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3, ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-714-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 8tymMom all LOTs ABBOTT PARK LOT #3 BLK #15 PiiOJIDCT#L 04181, 000-03151 1[ODELt 4EBB "1828-CALL" GAlltAGE SVF MG: LEFT PADS: DETAILS 160 MPH EXP. C Dnnrr A E: 08/13/20 SCA=: 1/4"=1'-0" skmET S N1 2020