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HomeMy WebLinkAbout7904 Broad Pointe Dr99 1828-4EBB-CAL1991 e4ro H 0 M E-S 10,ZED 0 ���J ASS• 12602 TELECOM DRIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 *STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . BI gnn CWr, CAI„ ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 GM IIIDTliON (2M7) 1AC1L AND RATE OOCODEADJ. -OCCUPANCY -RESIDENTIAL GROUP R3 CONSTRUCTION TYPE - VB :MIN. INTERIOR FINISH - CLASS B BASIC WIND SPEED - Vu1t=160 MPH Vasd=124 MPH •EXPOSURE — C •I -STORY RESIDENCE A/C A . AMP. BD. CL CAB. CLG. CLR. CONC. CPT. c.T: D. DBL. D.G. AIR CONDITIONING ADJUSTABLE A AMPERAGE BOARD CABINET RdE CARNET CLEAR CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED LUM. MFR. M.T. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLY. PIL NR. LUMINOUS MEDICINE CAB MANUFACTURER MEMIN. MINIMUM UR METAL THRESHOLD MOUNTED METAL SCALE ON CENTER ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR CDW118BIJ� ARCHITECTURAL SHEET DESCRIPTION ovBro 2d1' UPDATE PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al -FLOOR PLAN PG A2D—ELEVATIONS "D" PG El —ELECTRICAL PLAN PG Pl -PLUMBING PLAN &%/Is CDsfe-M&W o2/1VI8 aDNGELEvaTIONSADDED 03/!bM CD S RE -ISSUED 04/W 1 FOOTNGREVISIONPERMB0UE8 06RT/0 CDSRE.I p gp/g/I9 ADDED CId7DI E88 FOOrER AT GARAGE DETAIL (FORT MYERB) 02122AS PLANMANTENANOE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND SPATE CODES DA. DIAMETER DIM. DIMENSION WISP. DISPOSAL OF. DEEP DR DOOR D.S. DOWNSPOUT DYL, DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL EXT. EXTERIOR F.GIFX. FIXED GLASS P.G. FUELGAS FL R FLOOR FLUOR FLUORESCENT FR DR FRENCH DOOR FIG. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. � GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOW CORE HDR HEADER HOT. OR HT HEIGHT INSUL. INSULATION INT. INTERIOR P.T. R. RAD. R.A.G. REF. RM. RO. S.C. S.D. S.H. SHT. SHE SIN. SL. STD. L SwS TEMP. THK. T.O.C. TO TYP. TYPS U.N.O. V.P. W. W/ WD. WOW. W.I. PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKEDETECTOR SINGLE HUNG SHEET SHEATHING SIMILAR SLIDING SLIDING STANDARD GLASS SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF PRO WASHER WITH WOOD WINDOW NDOTEROEATER WROUGHT IRON PG M1-MECHANICAL PLAN PG Dl -DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WA1-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 031AM REVISED LNTEL BILE AT RWNT 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 04R4AS ADDED ADDITIONAL- RECEPTACLE N GARAGE PER UALL BATWN AHELEJ SQ.FT. CALC.'S 04,24AS REVISED HVAG VOLUMES ON SOFT CALL SCHEDULE l ELI 06A2115 I ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/81.IA (ORL) LIVM 1,828 86L Fi. GARAGE 430 Sa FT. Ewwr 16 sa Lanai w Spa. FT. TOTAL 2�2 Spa. FT Di/2M ADDED LED LIGHTS • IOTCHEN 4 BATH PER MARK ROUES OVWM ADDED 6TC E OP ON ELEVATM C 4 D (TarPv oyLur, ELEVATION G' SIDING -ADDED LOWER a GABLE ROOF IOR5A8 ADDED OPT. W-01 CEILNG HEK•HTS OVOVm REPRB LACE UOP c*#EcTOON StV$cN CONNECTORS 04ADV10 REYISE ENCAVENT RADON PLAN DPB&a* 04AVMO OPT. W-0' CAA WiT.- ADDED LED L*HT N FOYER 04AL920 OFT81-V CLG. HOT. ELEVATION V. REVISED HEIGHT OF AROWWY ADDED ELEVATIONS t' 4 TI'roRu STRUCTURAL SHEET DESCRIPTION aWne ADDED ELEVATIONS TIC•-TR4'-TIS'(On) PG S1-FOUNDATION PLAN PG SlAA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT of THE CONSTRUCTION (AS PG S2-LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.1A-DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3—FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.lA—DETAILS PG S3.18-DETAILS CLARIFICATION. PG SNi-DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI•e IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'm HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN 81. LONGWOOD,FL3275D PH: 407.774-6078 FAK 407-7744078 W W W.e6deslgngroup.00m L AA #: 0003326 C SW lmly. e. LOT ABBOTT PARK LOT #18 BLK. #8 PROJECT* 04181.000-18081 MODM 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C pmmT DATW 10/15/20 SCALE: 1/4"=1'-0" B*cr.ZT C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) 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 R3012.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9 THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 0 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1, GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 V8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -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 hiNCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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 ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLtommO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P30052. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903, 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIORWALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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 CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILING 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 AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I 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. EIC ERIORSOFFTS 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 RFAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 401-774-4078 www.abdesWngrouP.00m L AA 0: 0003325 c 6 87JHDIV. se 1.07, ABBOTT PARK LOT #18 BLK. #8 PROJECT/ 04181.000-18081 HODEIs 4EBB "1828-CALI" GARAGE 9V►ING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C DA IL- 10/15/20 SCALE: 1/4"=1'-0" LlFIEMT GN 1*- ROB -A• oJ���ll0 o o I � � o o 1�' 11 oillo — oIIBEUIL o �m o ! II awl. =UX4. AS RECL PER 151-M. CODE o_GARAGE� m FOYER o � m a .I p' L mi C o■ p iEGRESS o'J��IIo :1311101'o tl o!I11���Ilo FLOOR PLAN SCALE. 1/4' " I'-0' SQ.FT. CAM'S LIVNG 1,826 W. FT. GARAGE 430 Sa FT. ENTRT 16 Sa FT. LANAI 88 Sa FT. TOTAL 2,362 6a FT. OOIf01E1rt ND cutIMA 1MD LQIDB INTO ■D OPOBINE F01 B BBCOID OIEIB aeQotl BMW WE MWHIMDMO MM MOTs PWAIIE MIN. WINDOW 10 S 34/-48 CRITERIA EXTERIOR SWING I8 S 33/-43 OR. MIN. CRITERIA SG D. MIN. 41 8 31/-39 CRITERIA 16010 O.H.D. 112 S 28.2/-313 BASIC HIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT. -II, EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER:FBCR6TH ED.(2017) R301.2.1 TO MEET TESTED ALLOORNOMINAL WIND LOAD VALUES FROM THUCTMANUFACTURER. ATB 1J �� DDL. TOP PLATE 9 rA BAR DETAIL NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 817E PLAN. -OTHER OPENINGS ISETWEEN THE GARAGE AND RESIDENCE SHALL DE EQUIPPED UTH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (38 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LE86 THAN 1 3/8' (38 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN Bt LONGWOOD, FL32750 PH: 407-774,6078 FAX 407-774-4078 www.abdosigngroup.com L AA 8: 0003325 a r r b V O ra rr 6 BUHDIV. & LOT: ABBOTT PARK LOT #18 BLK. #8 PROJECT* 04181.000-18081 moDEL: 4EBB "1828-CALI" GARAGE 8VnNG: LEFT PAGE: FLOOR PLAN 160 MPH EXP, C DltDrr A IL. 10/15/20 8CALE: 1/4"=1'-0" 81EMET Al FTPCN LVI2X24 --'-------------- OR EG DIVALENT SHAKE SIDING AS SPECIFIED (TYPJ 4' FRIEZE BAND ITYPJ � 12 � b' TRIM BOARD (TYPJ W RAISED BAND (TYPJ OPT. COACH LOOT 8'-0' SRG. HGT. Yr// LAP SIDING AS SPECIFIED (TM) SHINGLE ROOF FYPON BKTIIXII OR EQUIVALENT ��DECORATIVE IIIIIlil ■■ ■■ — EMIVALENT ,: III' ■■ ■■ III '` mIE7 I' _ - 0 _�� 0'-O' FIN. OFF RIDGE VENT 12 6 AREAOFATTIC = 23645Q. FT. NET FREE VENTILATION AREA REQUIRED - 1/30D REQUIRED VENTILATION AREA = 2364/300 = 7.88 VENTILATION AREA 50, INCHES PER FT.(144) = 1M72 SO, IN. MIN. REQUIRED VENTILATION .Sx 1134.72 IN UPPER PORTION OFATTIC - 567.36 SQ. IN. OFF RIDGEVENTILATION AREA US SQ. IN. PER VENT 567.36 /115 TOTAL R OF VENTS REQUIRED 4.9M7 TOTAL#OF VENTS PROVIDED - 5 -AREAOFATTICIS THEPERIMITFR OFTHEHOUSE, LESST14EOVERHANG E%IERIOROF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED (IN 8'-0' BRG. HGT. I M-1 am-- I IMM-flow ULM] i PAM U v FRONT ELEVATION REAR ELEVATION SCALE: V4 . P-0' TEXTURED FINISH SCALE: 1/4 . 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103,4 OFF RIDGE VENT OFF RIDGE VENT I�6 0-O' BRG. HGT. ■ 0'-O'FIN. '—'—'—'---'-----'------- _---------------------- - 0'-O'FIN.FLR OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 . I'-C' TEXTURED FINISH OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH Mw DECO. DTL. A WALE, 1/2 . 1'-0' >'-0' PIK FLR. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 W W W.abdosigngroup.com L AA 0: 0003325 a i¢ GI ID O b b aUDI) as LOT ABBOTT PARK LOT #18 BLK. #8 PROJECT 04181.000-18081 MO>DMU 4EBB "1828-CALL" GARAGE >!r►iNG: LEFT PAGE: ELEVATIONS I' D" 160 MPH W. C f' ' 10/15/120CAL.E: 1/4"=1'-0"*MMT A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e OSV OUTLET 20 AMP MtlLE POLE IIOV OUTLET IDV OUTLET N Or altleT YE® TO SETCN =@am IIOV OUTLET tlUa1SD PAL N/IEIRrial RIMEG TINT T9'1•C/ 22&V OUTLET T4JsMIM CMONCTION {} III SW RNTER M%CCF MOIM PALT —CY GPI OUTLET NREIIIAw1Ee &WT04 SWTCM D-WAY OPER �4 Si 4-WAY OPER. I'_0M MOINRED �.! L, IOIR CEILING LIGHT © LED CL.O LKWT LBO VAPOR ©Via, PICA LIGHT OVP VAPOR PROOF L16Nr ORECESSED CAN e1494T. PAN I CRI PER en R. VENT. FAN aYLItNiT I QM PER BQ PT. V PIXr11Na CSPECY 7W EY ® 2-111ILO YIRAI• AIROUD 1 AIR01►D letitrACE PNTI 2' PLUOIMSCEM KAICNESCENR At �4' D C C W TRACK LOW O PAIL db PETER O B D. avm Pvwrm 21LyANICHANK T aW.L MOWIED EAT,. RAQK4 P tw 1 Vioda DETECTOR W-W&EZ Ef ® C RION rM COM SNALL = A DISTANCE OP NOT Left TIE/ w PROM WALL PeMANT LOW NAIYRAL OM ► TELEHipR JACK BN CIS T m Y 7BQTl� E�JL� A AIR. COEDITVIT AR. CO M Abu ON ' TELE M10N JACK CaLwo .DIN RMW JO J-DOX TO as SUPPORTED N ACCORDANCE Wr ISM VL411= AS eNW POR CILNE ern, onsuom tCILNG PAN&KW TO at NIMTORIED N A'Y.pIDM60E WI, Ox MARM A& SUON POR 24' INCANDESCENT LIGHT s1RM• ponma ,.' NPJ.O1,113w Low ~ none Ms LIGHT &TRW PLOOD LENT KP t2. eMITY MRPrTR4DEa • Im RAWAI ITTON POR WrES LM PORT • LOCATION OF TV JAW 4 PMDrE OUTLETS, 4 PAN& TO aE vERA4CD a wommG~ PRE-C'"TmIOTM NEETN& • ALL 16 A 20 AMP EIRMNCH CIRCANTS TO M ARC FALT PROTECTED PER ELECTRICAL PIROVISNIM OF MM 20 AMP COOMATM LAUNPW CIRCUIT. • 4" a ISLAND MOT ON KITCNW CNRCUITJ • 01614WASFER DISCONNECT TO aE LOCKOUT N PAF&L • ISATHROOM DWA ST PAN TO HAVE MN. CAPACITY OP M OM INTERMITTENT PER ELECTRICAL FRDVI"O OF SECTION Ma0T9 E &TY =1 CLEDIj • LAUNDRY ROOM RECEPTAE SMALL an GROUND MALT CNRcvIT•MEIIIlFITlR PROTECTIONMR PERSONNEL ON MOM M • IIMRIVG PIrTHM SMALL M NON METALLIC CAM P'!R ELECTRICAL P4Rov*" OF Roo! &TN Nm e26111 • ALL WORK TO COMPLY WITM ELECTRICAL R'ROv1W" OF 71E FaCIR &TN M ['JlML . ALL LANT& WALL ee eELeeTED ST Cull-O!! A16D paium Someway CONSLWATICN (RESIDENTIAL ENEMY ION Rd" FIELD METER VERIFY LOC. V----------------------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' . I'-& MTD. LICsHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN WP Panel MAIN -A PANEL: 8J16 vp clt. beaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 15O AM M.C.B FEEDER: 3-#1 Cu TFMN $ 1- #6 Cu (G) in 1 1/F' C. OR 3- #W AL THWN & 1-#6 Cu (G) in 1 1/2" C. 9w2 Net. akr W ft a,eun ov, waa. INS e.n W m Exlelkr Ree KM BFIbNO 1200 1M2 2 20 hWkn Pu 1W0es3D4 r2l Acau:1 3s SWoe 7 8 PANEL -A PANEL: 42 crt bleaker VOLTAGE: 120/240 V 4Ph MAIN: 150 Amp M.L.O. FEEDER: 3. #1 Cu THVM & 1-08 Cu (G) in 1 1!Y' C. OR 3. #W AL THAN & 1-#8 Cu (G) in 1 112" C. M. P.I. n, a..ed tl.n w.1b Clreun Grcan walm W .M doe SM P.I. Wk. #12 1 m Sm.1 how 15D0 1 2 eDoo Amp. -_— _ s0 2 as #12 1 m 01-11iood OFl isco 3 4 #12 1 m Smd ApPlsna. 1500 5 a MD wm.N.dw m 2 no 012 1 m . 16W 7 e 012 1 m MV R. b. AFCI ism 9 10 1201 DN Y m 1 N2 012 1 m Bdh WIR .. .d 1200 11 12 15a9 Wl D.Ne..har Ofl m 1 N2 04 1 15 F w / Nd / Bed 02 & W Bath 92 AFCI am 13 14 wo Dry. OFI 30 2 #10 014 1 15 Wq Room, L-1U AFCI 9D0 16 to #14 1 15 KNetm, P.A ,&DInM AFCI No 17 18 ism W.O.OFl m 1 V2 014 1 15 SD S MAFCI 900 19 m 10W GDw nw OFI an 20 1 #12 #13 1 20 Leun 1 BM N / D. AFCI I= 21 22 1200 O.a / E.tedw Us & Roomplaoles AFCI m t #12 5 ae m 24 m0 Sda AFCI 15 1 s14 6 ae 20 IO.Aan BMmom AFCI 15 1 014 Sp.. 27 2e 6 0 a.. m m 1000 eanlyds only m 1 012 s 31 n s 33 x �. 2" 3s mc. S ME 37 38 3".. N 2 % A/C ANLI-1 ed.5 KVA In e5% .26 30 40 8 0• 41 42 S c Lud,utiWtode wdidoraYeuWWn./Ana 1ww 29]00 Lutl.0 .tto tlem.tl odor o.f.ulAl../IM. Demand actor u ons: ABBREVIATIONS: AFCI: ARC FAULT CIRCUR NMRRUMR NC: NCNK.'ONCDENTLCA0 OR ORCUND FAULT K ERRUPTER tam l..d.0 t. ewnwdsdw 42700 FN01W00W 010D96 Iwoo RemY9M wW d 40M 13D00 dY A,C bd Imm LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD TdY Cmn.db LOIN WYI. ]riW TOM Amp. "Yb 1240 wft.) 141.3 ORneml Lighting & Raceptacle Load Total AK: Sq.. Fed 1828 O.w.I Lh 8 R. 3 W /8 . Ft. 5484 HHo' 1 at85m Mat I00% 65 Trial G—i Li & R. .tU 5549 CktW Tct-I tb O.wal ace a R. P.N A B 817 554E / I I VV-,l ;V-41 LED LIGHTING @ SINGLE LAV. a BATH 92 I I I I s �19 I I I L I LED LIGHTING (� DOUBLE LAV. BATH -1 150 AMP ELECTRICAL RISER Nor TO SCALE. CCMDNIATION eawce DIS cNmmCT SWTCM AND go, 120/240 VOLT GENERAL NOTES, M ELECTRIC rETER N IPHASE A ELECTRICAL MATERIAL& AND INSTALLATIONS SMALL HEMA DR E CAAXWM MLO CO'M'LY W rW ELECTRICAL PRROVU514" OF TFE E7id.alH PANEL @lDBLS2E I) LOCAL CCTDE&. AM ALL LOCAL POMM COMPANY AEON POND M&. ewatP IL ALL CONDUCTOR& SMALL BE TYPE TMMVTSW WLESS NO= OTHERWISE. POWER COTTAN7 TRANeFDI�R 1ELEPNONa SElvICE EMNiwMNOE EOMPNOIT RATER&Y&TE•I ad1DING CA&LE TELEVISION SERVMCE wrRANCE fOYIF1'!Nf TlRMNLL 4T LOW CRACIE VOLTAGE CONNECTIONS COMPANY PRIOR TO 010. 1 •4 CU SCRVDE GROUND COMaCRD TO CONCRETE O CAAED FOOTM STEEL Felt aEC7RICA. PROVIe1" OP TWO Pam &U4 I�.czQna &W DIA x 0 PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.&bdoslgngroup.com AA #: 0003325 rr g I 0 m To TO to V BUBDIV. Ae LOT ABBOTT PARK LOT #18 BLK #8 PROJECT# 04181.000-18081 MODEIr 4EBB "1828-CALL" GARAGE 8`11IIWO: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C Dw� 10/15/20 BCALE: 1/4"=1'-0" aI;EET E1 OND 14'-3' 12'-2' I I I I I I I e N LAV. (go1 -- .n 0 AV. I I _---- — I v ---- • • u l i -- OINK h I n — — — — — — �i ;--- i I --- - SNWR. PAN -- 1I I �,� I O -O -- -- -- I I N I I I 2' VTR r- ;fib I I� iro, iI SINK tLV 2. IR' AUTO O�.{1IR' 3'-2' 3'-I' I' -I • i VENT 2� I �01 o — — — — — jrl IR' `�1 1/2' I `l ! 2' L-----J LAV'( T I I WC 3 L V LAV I LAV I 2' 3 I TUB 3' I I 3' WC 2 1/2' 3' 3• 0 2 OHM WA"R Co — — r TO I MAIN I PLUMBING RISER DIAGRAM 1 El PLUMBING PLAN SCALE. 1/4 • I'-®' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX- 407-7744078 wwwAbd•signgroup•com AA R: 0003325 114 v 0 o kbk 6 a 8L7HDIV ae LT.O ABBOTT PARK LOT #18 BLK. #8 PROJECT# 04181.000-18081 MODEL' 4EBB "1828—CALI" GARAGE 8M/ING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C n �li►�_ , i DA E, 10/15/20 SCALE: 1/4"= V-0" 01HEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT 814ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS ALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER MG 6TN EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES WALL 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, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TN EDITION (20P1) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE •03.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS 814ALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG, RECOMMENDATIONS AND PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC AIR SUPPLY AIR HANDLER EVAP.TRAY PLATFORM SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG INSIDE CAULK NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAMS O O EXTERIOR WALL T y AIR RETURN SUCTION AND LIQUID y REFRIGERANT LINES y EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURd CONDENSING UNIT IN TRAP DRAIN LINE AND TERMATE IN AN APROVED DRAIN, AS PER POOR 6TH EDITION (2011) MECHANICAL BLDG, CODE SECTION 3012.4 HVAC DRAINS FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM S6000 SERIES NICKEL BRASS TOP P.V.0 OPT[/SPEC nFL00R SLAB CLEAN -OUT (TYPE, LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY OFR48ER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) `SXI 1/4' SFIT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA, OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAYING SEE SPEC. 1'-81XS' CONIC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED 1EXT. GROUND CLEAN -OUT (TYPN4 ■ NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE: 1/4 • I'-0' 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 _ - - 3 4 74 6 m 8UDDIV. S4 LOT ABBOTT PARK LOT #18 BLK. #8 PIROJECT# 04181.000-18081 MODEL: 4EBB "1828-CALI" GARAGE ElVaNG: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C 2X4 TOP PLATE PRE-FA5 TRUSS in CLG. BOARD W'DRYWALL PLATE To iLAIS STUDS 024' MAIL r— MAX I Ir SLAG NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN IS' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O G. FIN. FLR T r ' TYP. INT. WALL NON—BRG. �1 SCALE. 5/4'.I'-D' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5),I ON I}' O.S.B. SHEATHING OR p CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I _ Tom' ELEVATIONS ON. ` VENTED SOFFIT I I 1/2' THICK, 2 COAT PORTLAND--L-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR VY THICK, 7 COAT COIEMR MEAD E' CMl EEE FCRRAlD CR@N:' PLAAIITER AFrLRD STIUlanAAL RCR ISmWormlew DII<CTLY To MAGOWr 2.6 P.T. YD ATTACHM TO R.I. 5' DIA. SLEEVE, CN.L. AS PM �ooucT DO NOT CUT An•wovALltQ REBAR INAL MAC c AW woo PIPE OMATHM 6TItlP BOND BEAM O NOT CUT LnM "'I LON6 ALL ter comm� SOLID GROUT THE BOND °" w°aAa a?=Aacero W/ (I)- A5 BEAM w 6T! M ED. M:aoMUE IM1TOr•D TO JAM MR (2) COURSE R EARS Flu iooucY wLv. ntRL TMAac O DO= -- APPOWYAL IQO. rlRTICAL r er 19Yl. 01l�D 1 rAsiem TO Rom TRAM MRAGaM W rowcu= ARICVAL q1 2A PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS D1 SCALE: 3/4'•1'-0' D1 SCALE: 1 1/2'•1'-0' WOW FIBERGLASS SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.0 ON Ob.5. SHEATHING OR �' COX PLYWOOD GYPSUM 5/0' GYPSUM BOA UR SECURED PER OR IG HIG FASTENER SCHEDULE STRENGTH CLG. BOARD t AIf y Y YAirSTRUCTURAL SEE ENERGY CODE FORMS FOR'/PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL• DRIP EDGE PER ELEVATION 2x FASCIA PER ELEVATIONS R-4.1 INSULATIONVENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS 0 24'OZESTRIPS � 24' OC. 8' CMU IRE' GYP. WL. BD. WOOD BASE :::�� 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' F�NPLR a 4 A W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF LS 2:TO LESS THAN 4:12, A (2:)I—STORY HIP BLOCK WALL 52) LEA ERIUNDERLAYMENT SYSTEM D1 SCALE' 1/4'.P-10' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GRATER (1) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 406S TYPE IV, OR ASTM D 6151 FIBERGLASS SHINGLES OVER A30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rws.1.1 ON a, Obs. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 CO1/2, GYP. W L. BD. PORTLAND CEMENT WOOD BABE • CMpI PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. PLR. iI 0'-0' FIN. FLR a' cm a <. Q A. u 4° W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL ll�QV SCALE. 3/4' 0-0• 2X4 SPF 24' OC. MAX SECURE W/ (2) 12d NAILS • EA END GL 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINES PER STRUCTURAL DETAILS OVER OWFELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSJ.1 ON J' 0.6.15. STIFFBACK AT ALL UPRIGHTS SHEATHING OR j' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER Iff FASTENERSCHEDULE PRE-�'WD'TRU88 TMPMTL. DRIP EDGE OA. PER ELEVATION 2x FASCIA PER IF ELEVATIONS ONT. 2x RAT RUN SECURED PER TRUCTURAL. DETAILS VENTED SOFFIT EE ENERGY CODE FOR`1S FORPRE-ENG. LADLE TRI189 NSULATION R-VALUESPER ELEVATION WEEP SCREED GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD . _ STRUCTURAL DETAILS R-4.1 INSULATION PLASTER PCEMENT ORTLAND LIED MASONRY WINDOW ATTACHMENT A8 1/2' THICK 2 COAT PER MANUFACTURES 8F'ECIFIGATIONS PLASTER APPLIED s, Ix2 P.T. FURRING ff,; fy/ STRIPS • 24' OC. �Y 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA k: 0003328 44 2 y 4 b =4 aysD:v Ale ILOT ABBOTT PARK LOT #18 BLK. #8 PROJECT* 04181.000-18081 MODEL: 4EBB "1828-CALI" GARAGE awsxG: LEFT PAGE: DETAILS 160 MPH EXP. C 2Xa P.T. • CENTER OF DOOR HEADER 6ECURED WY(1)Y2' X V J-80LT UY 4' M K LMEfEDFENT W 2' X 2' X Wa' UA"M 4 NUT OR UY (2) Y2' X a• ANCHOR DOLTS UY 2' X 2'X1' UTAGER 4 NUT m m SECU4E 2-M ON FLAT TO DLK m WY MA60NRT NAILS. 2Xa 6AROOR DOORK 60CUPW.0 YV (5) Y2' X a' J-DOLT OR ANCHOR ® DOLTS, UY 4' MN. @'IDEDmEw, UY 2' X 2' X 1/6'U 46mm 4 NUT. (U YETWN a' OF TOP. (1) UITHN a' OF THE OTM, (S) EVB4LY SPACED. m m m Is m NOTES: ALL ANCHORS SHALL 8E N ACCORDANCE TO MAKFACTURMIt* INSTALLATION "TRICTIQI6 UEEIR Alf51 NaT4a1CTleM AM MOIm aTll446A4T GARAGE DOOR 1 BUCK ATTACHMENT K•., . 8' cm Jb' DRYWALL I'X4. OR VX2' P.T. NAILER ❑ Ix4 P.T. OR %-X4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4 INTO BLOCK a W/ ))V TAPCONS (MIN. SHANK SIZE .145 MIN. H00 EAD SIZE 3 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACINGS \` DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLACK +3 4 OR +6 4 A SCALE, KTA. 2X4, m SECURE TO BLOCK W/ V&' TAPCONS OR (MIN. SHANK SIZE J45 MIN. H00 HEAD SIZE 3 MIN. EMBEDMENT I Y49 WITHIN 8. OF EACH END 4 18' O.C. MAX SPACING. 2X6,m SECURE TO BLOlJK W/2-Wb- TAPCONS(MK EddANK SIZE .145 MIN. HEAD SIZED-4oO MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 g• CM WB' O.G. MAX SPACING. lf• DRY 2X8,eRo ❑ 1•X4. OR SECURE TO BLOCK WR-IJ(4' TAFCONS (MIN. BHAFYK SIZE .145 MIN. HEAD SIZE 300 DOOR MIN. EMBEDMENT I Y4') ATTACH WITHIN 8' OF EACH END /4 4 WALL I'X2' P.T. NAILER CASING JAMB C WINDOW TO 2X PER MANUFACTURES DETAILS, 18 Or- MAX SPACNG. NOTE: SHIM AS NEEDED TO PLU•15 JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-1 2" n 11OMW TO BLOCK +1-1 " L' E, N.T . 2X4= SECURE TO BLOCK W/ ' TAPCONS (MIN: SHANK SIZE .145 MIR HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OP EACH END 4 NOTE: STRUCTURAL 2X WB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/2-V NCR -STRUCTURAL V.- TAPCONS TAPCON MIN. I-Y1 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 a' CMU MIN. EM15EDMENTIY4) •DRYWALL WITHIN 8. OF EACH END 4 18' O.C. MAX SPACING I'X4' OR I'X2' P.T. NAILER 2X8:e4m SECURE BLOCK W/2-i(4' 36' CAB. X 4' MIN. (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8' 4 OF EACH END MANUFACTURES DETAILS. 18' O.G. MAX SPACNG. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-16/1�" TO BLOCK + - 1 C SCALE, N.TA. 2X4:m SECURE TO BLOCK W/ V TAPOONS (MIN. SHANK SIZE J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IW O.C. MAX SPACING. MUST ISE ON OUTSIDE 4 2X64= SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL %' TAPO" TAPCON MR I Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3CO MIN. EMBEDMENT I Y4') 8. CM1U WITHIN 8' OF EACH END 4 IS' DRYWALL 18' O.C. MAX SPACING ❑ I'X4' OR I'X2' P.T. NAILER 2XS=w SECURE TO BLOCK W/2-%' OOR CASING TAPCONS (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WS' O.C. MAX SPACI3. N NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOO11ND0W O K+22114$" TAMB in1 BBLOCK )' SCALE, KTA. 2X4m SECURE TO BLOCK UV !(�' TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN B' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X&m SECURED THROUGH SECURE TO BLOCK W/2,%lNCN-STRUCTURAL 4W TAPCON MIN. 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT 1 Y4) 1�' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. •X4' OR I'X2' P.T. NAILER 2XS4 SEGO BLOCK W/2-V*' (MIN. DOOR CASING SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER is, O.C. MAX SPACING. MANUFACTURES DETAILS. nem 4•W w n44o4o ron.»».w� cee nx 4xC4m #•, DOOR JAMB TO BLACK +3" WINRQV TO BLOCK +3" E E, RT . 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8. OF EACH END 4 NOTE, STRUCTURAL 2X IVO.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED TWROUC*W SECURE TO BLOCK W/2-%' NCN-STRUCTURAL %' TAPCONS(MIR SHANK SIZE TAPCCN MIN. I-Y4 .145 EMBEDMENT INTO BLOCK MIN. 14EAD SIZE 300 MIN. EMBEDMENT 149 8. cm W OF EACH END 4 JS• DRYWALL 18' O.G. MAX SPACING 2X8,m ❑ VX4' OR VX2' P.T. NAILER SECURE TO BLOCK W/2-%- 2NO 2X SECURE TO TAPCONS(MM. SHANK SIZE STRUCTURAL MEMBER J45 W/(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.G. MAX MIN, EMBEDMENT I Y47 OOR CASING WITHIN 8' OF EACH END 4 OOR JAMB OR WINDOW DOOR 18' O.G. MAX SPACING TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUNK JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3" F' SCALE, N.T.S.I TO BLOCK +• 2X4= SECURE TO BLOCK WA4' TAPCONS(MIN.. SHANK SIZE 145 MIN. HEAD SIZE -400 MIN. EMBEDMENT I Y4) NOTE, STRUCTURAL 2X WITHIN 8. OF EACH END 4 MUST BE ON OUTSIDE 4 WB' O.G. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONBIMM. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 , cm MIN. EMBEDMENT I Y4') K' DRYWALL 18' O.C. MAX SPACING.'X4' WITHIN S' OF EACH END4MMANUFACTURE6 OR VX2• P.T. NAILER e� 2X8SECURE TO BLOCK WA7(• OAJS. X 4' MIN. TAPCONS (MIN.SHANKSIZE J45DOOR CASINGMIN.HEAD SIZE 300 MIN.EMBEDMENTIY4)OOR JAMB OR WINDOW WITHIN 8' OF EACH ENDTTACH TO 2X PER 18' Or— MAX SPACING. DETAILS. ne,e• 4,F w mm�m ro nuw.,rs roo not oaeno4•) DOOR JAMB TO BLOCK +3-7/18" 1IINDON TO BLACK +3-7/18" " SCALE, N.Tb. 2X4= SECURE TO BLOCK IW414' TAPCONS (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X WB' OG. MAX SPACING. MUST dE ON OUTSIDE 4 2X6,m SECURED THROUGH SECURE TO BLOCK W/1-1/4• NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 8' CMJ WITHIN 6' OF EACH END 4 Yr DRYWALL 18' O.C. MAX SPACING. ❑ VX4' OR I•X2' P.T. NAILER 2X84s SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END • TTACH TO 2X PER 18' OJ:. MAX BPACMG. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H 11 K+33/4 ' E, RT . 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com L AA M: 0003325 A rr�74 W q ill E xmDm se LOT ABBOTT PARK LOT #18 BLK. #8 PROJECT# 04181.000-18081 MODEL: 4EBB "1828-CALI" GARAGE FIRING: LEFT PAGE: DETAILS 160 MPH EXP. C OV A. A NO PDATAMT M- 10/15/20 SCALE: 1/4"=1'-0" 8*1z P D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - - - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 21473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 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 13672.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 23872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 13972.22 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104562 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 12495.3 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2017 FBCR 12/32/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 22496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 20441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 20655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 FL 7473.2 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/32/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 F116503.1 AMERICAN CONSTRICTION 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 1533245 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL115353-114 MI WINDOWS & DOORS WINDOWS HOR12ONTAL MULLIONS 2017 FBCR 12/31/2020 FLg1S353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL1S076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2027 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 1S279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 22/31/2038 FL 5891.34R6 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/SIOELTTE 2017 FBCR 12/32/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891A-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 22/31/2020 FL 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 12/31/2020 FL 30477.1-RS JAMES HARDIE BOARD SIDING 2027 FBCR 12/31/2020 FL 13192.1-R5 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 FL7006.1-R9 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL158.2 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/2020 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7748078 FAK 407-774-4076 www.abdesigngroup.com L AA A: 0003325 rr � bb F m m BUNDM Ae Lolil ABBOTT PARK LOT #18 BLK. #8 PJROJECT#J 04 81.000-18081 MODEL: 4EBB "1828-CALI" GARAGE 8QIIJG: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C Pli@'OR'EO CONTROL JOINT FLA NU OF CONTROL JONTS Td BE WIRED TIED TO LATH • V O.C. MAX (VEWA bk= DO NOT FASTEN CONTROL JOINT TO WALL EVEN P 67UD EXBTS BEYOND EXCEPT GTAPLE6 W( 6%E UURRE�CONTROLBE LJOINT DURING INSTALLATION —\ PAOTEER6 TO OE SPACED • 7Or— MAX VERTICALLY i' THICK D COAT CEMENT PLASTER WPM LAYER 9, PORIMMIER OUILDNVS PAPER APPROVED METAL LATH FASTENED *7 (VERTJ O.G. MAX AT SIA-RCN S WM LAYER -L STUCCO WRAP WOOD "ATHNG WAR 010 LATH 6WALL BE CONTNLvu6 TNtlNIO11QdN JONfB OUT OE STOPPED TIED AT EACH SIDE. PROVIDE 2X4 BLOOCSNG PER ASTM CI®ib PLACED FLAT MAX. 6' TO S' TlB)+4 FROM CONTROL JOINT UUNEN CONTROL JOINT PALL6 ON L PAOTEERB FOR LATH TO BE NAILS OR i 6TRJCTURAL GTIA STAPLES IN COMPLIANCE ]IV ASTM CI068 2. W11E TIES TO OE (NO. 10) BA416' WIRE / A BLOCKING SNOW MAY OE IN ADDITIQ` O)\ TO WAIL 6=6 REIIED PER PLAN / O"M" TYPE CONTROL JOINT OL FOLD t/UARD. Pr.A OL FOLD Nl1Alo . R.A L C2fAti . FT. 6 a CINAN . Pr. C ® LFOLD HHYID. M.A 2. C7tAU . R. ti I C7wAU . IR. O 4 POND FT. C OVEa R. 6 TILL PT.O TOUCHES MOTTOM twn6 �6 0 S ~~ANIIE � tiA,.a TItYR UAL1122 tie cw. Y THICK D COAT C RIE NT PLASTER (ribMEd V)' 2 OOA7 tal• W II.ASTwe (cl w 00 LAYER O, POW1 BER BUILONG PAPER CRANE O)LT) E® LAYER'(. STUCCO WR aw" OLT) KA4Nal6 (SOME wTAu 1(own A nDMex, Q l4peF . wLL N,.IrE iWr Nam, APPROVED OWLDNO uwAP 6144LL Be LAPPED A MNMJM OP 6' • VERTICAL LAPS (ROLL ENDS) 4 6' - H011112ONTAL LAPS. ALL SEAMIB MCED TO OE TAPED WTH FORTBER SNEATHING TAPE r l'Mx LAr .1ET4 LATH \ / iX X X X� I LATH VERTICAL LAP TO OE V n non IT METAL LATH ILM LAYER rl, OTUC40 WRAP J�Uft LATER 7, PORTPBER 11�121WLOM PAPER ® KICKOUT DETAIL "Tm Twn, UAL (EBB OR .OLow., m uOr am) LT.L SIDE LAPS OF METAL PLASTER APSES SMALL BE SECURED TO FRAMING MEMBERS,. THEY SWAI.L SHE TIED BETUREN SUI-PORTS WITH SAP415-K (121-MM) URN AT INTERVALS NOT MORE THAN S' (220-M MA AS PER ASTM CMN63 UAL POR REPAIR OF TEARS IN UUO LAYERS, TEARS MAY OE PATCHED WA40l6E WRAP TAPE PER MA!/. SPEC. OR PEEL 4 STICK WOOD 6HEATI BUILON PAPEIr GTUCC1 4'x4' SE.F-AN7FNglRYi MEMMBRAnE PL.46HUN0 (COMPATIBLE W) HOUSE! WRAP MATERIAL) OVER APPROVED HOUSE WRAP. 1' OR Law PIPE PENETRATION CUT AND OVERLAP ONE NDE 8—ADNE:7tlN0 MEMORNNE FLASHIM �I k THICK COAT CEMENT STEP CS METAL LATH U NA LAYER 9, FORTVIBER BUILDNG PAPER WOOD SIEATHNG WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER IQnrxnllel I ey-ltaFl=n B'XS' 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHINGS) N CAP SHINGLE DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS — REQUIRED TO 680URS E( PIPURE TO FRAIUNO N.T.S. 4. 6 V.6' SELF-ADHERNO ME Pt NE FLASHING (COMPATIBLE W/ HOUSE URAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE KAG14M OVER APPROVED HOUSE WRAP . w dlWN6 TO EXTEND ONTO CUT AND OVERLAP ONE SIDE OP SELF-ADNERNO MBMBR.ME FLASHING WPM LAYER •2. FORTPIBER BUILDING PAPER METAL LATH 6'x6' SELF -AD 4LINW MEMBRANE E PLAMNNG OVER 4'x4' SELP-ADHERANG FEMORA! PLAGHIM OVER A°I°IIOVCD "0'" WRAP. R-dMISri TD EXPEND ONTO PIPE CONT. BEAD OF SEALANT AR SECTION PER SECTION 7R T EIMIST bdmy wall OWRIIw ExNricr use W pomancl cement plestw "I —ply wlm the epplicel. ragWRments W ASTM C 926-12A. Installation W exterior lathing anA 4ambV shWI comply lath ASTM C 106112A. LEGEND DRAINAGE PLANE (UJR5 LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - - BUILDINGrt PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-64-1-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abUesigngroup.com AA 1110003326 47N y C aLreDsv as L)OT: ABBOTT PARK LOT #18 BLK. #8 PROJECT# 04181.000-18081 MODELA 4EBB "1828-CALI" GARAGE OWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH ER. C BACKER ROD BACKER ROD WRB LAYER -1, or 1— INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SE&LIENCE OF FLASHING TO BE, L BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO DE SET IN DED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,X* CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exterior IsMina end olullerfna 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. ' �-- HOODED VENT i' THICK 3 COAT CV -ENT PLASTER METAL LATH WRD LAYER 4, FORTIFIDER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIFI5ER — — — — — SUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2.5 L58. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH V SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP t SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'CLICK FLASH' F_ PIPE THROUGH WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEI VERIFY LO fi}CCN IC/ RLVCI YC STUCCO SCRATCH COAT 4 1 COAT OF PAINT LU/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION `ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) —APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER Of, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 60 M. GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC STEP #1 STEP #3 SHEATHING LAYER 4, FORTIFIBER BUILDING PAPER ME METAL LATH CGN6_TlCN ..Y�FINIS14 • WOOD FASTEN TO WOOD 6TRUCTkNt& MEMBER • T' O.C. MAX v a+u J(,'ETe N MID --WALL ADHESIVE FLASHING, GLEAN MASONRT BEFORE APPLYING ® HORIZONTAL WEEP SCREED (FRAME TO BLOCKI UIRO LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING t MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRD LAYER 7 STEP *2 WRB LAYER 7, STUCCO WRAP APPLY 60 MIN SEE GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #ro OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAx: 407-7744078 www.abdosigngroup.com AA e: 0003325 m 0 fPIFt UDDIV.AI:LOTBOTT PARK LOT #18 BLK. #8 OJSOT# 04181.000-18081 MODEL 4EBB "1828—CALI" GARAOi BWINO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE CURB LAYER 01, STUCCO WRAP) IURB LAYER 02 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO -ADHESIVE FLASHING - - k 2 1/2 k CORNER BEAD (FASTENER 4 SPACINCs 9 1' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 B�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesl"oup.eom AA N: 0003325 pp� B( •� F � Tat c Bvealy. ae LOT: ABBOTT PARK LOT #18 BLK. #8 P1 oJECT#t 04181.000-18081 HODELt 4EBB "1828-CALF" GARAOE BVMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO U1RAP) WRB LAYER 02 (FORTIFIBER — — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF—ADHESIVE FLASHING — — — — UIOOD CONSTRXTION EEYOFD WOOD SHEATHM6 MAARRIlR-1�lSISTIVE / IARREREMSTIVE D, / \ 6. FLASHM RW a .A�eHa HeRIr+� UEATWERMARFORR �SIerIVE STARTER STRIP ERR RESISTIVE BARRIK.ASH \ _ — C.ALV'D METAL W RwASH MqTeo 'z• rLAeHMci UIOOD TFUM hEt"IEER 0wo 146W. / \ / UIY�OxD�Rlm GAP I R APPROVED oAM CASM •� SIDING TO STUCCO ® BLOCK TO FRAME �J TRANSITION UIOOD CONeiRIICTION EEYOND wOoD ONEATHm 6MAIMIR I,lMSTIVE / e�Alae—ift RESISTIVE /4f ` \\ ./ Xx T • LIl XDm / � � IrFERMa BOARD U NATION k SiR �•ADNERMG �T14M IR�M671VS STAR M STRIP / `� �\ R RESISTIVE aAo\ GALVD FETAL GALVD FETAL •Z• P-AS14MG 7'PLAS14M6 an HARDIE TRIM PER ELEVATION FAQ � `l • / \ HARDIE TRIM PER I ELEVATION OR APPROVED SEALANT CASM \` SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m AA A: 0003325 74 m as o BUBDM at IAT ABBOTT PARK LOT #18 BLK. #8 PROJECTM 04181,000-18081 MODRIA 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2X6 SUB-BANb W/1'x4' NOTCH END, WRAPPED IN PEEL s STICK DRIP EDGE �� I� 1/8' TEXTURED f FINISH a WOOD I �� 1/2' TEXTURED FINISH a CMU / METAL FASCIA 1� WRAP Ye' FROM STUCCO, 1' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� NOTE: NOTCH FOR 2X6 SUB BAND ONLY `\ I ®ELEVATION ©FLAN A 1/8' TEXTURED FINISH • WOOD, 1/1' TEXTURED FINISH • Cm x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x OR CMU WRB LAYER 41, x x x x x x i- STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x t. WRB LAYER 02, FORTIFIBER x x x x x x x x x x x x I BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 8UD LAND ROOFING CEMENT x x x x x x x x x x x i x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK our x x x x x x x x x x x x x (REFERENCE POINT ©FL A� I�l f ONLY FOR WALL OFF x ., I SET OF COMPONENTS) —ROOF KICK OUT REMOVED �\ FOR CLARITY ROOF DECK (BEYOND) EDGE, 1' OFF WALL INTO STUCCO) '1/8' TEXTURED FINISH A /WOOD, 1/2' TEXTURED FINISH o CMU 2x& SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS O.G. MAX. 2x SUB -BAND W/1�'x4' NOTCH a+ END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL X x'. \ x x x x x x �'St x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x % % % X X % X X x X X / x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x d SUB BAND DETAIL ® WALL W/KICK-OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH END, WRAPPED IN PEEL t STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WN4'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY M N. RONALD REAGAN 8L LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdoeigngroup.com AA M: 0003325 74 X b � avBDty ae LOT: ABBOTT PARK LOT #18 BLK. #8 PROJECT# 04181.000-18081 MODSLa 4EBB "1828—CALI" GARAGE 8VrM s: LEFT PADS: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH E C .IW-R' 28'-B" 3'4' 15'-10" 91-5" 91-8" 3'-6" 36'-2' Q 0'-0" TOP OF SLAB ON — 1 — — — FM-12X12 FM-12X10 — \\ 4I 4"CONC. , SLAB NI F-24X24 a 1/2' I 1.1 \ �\ EXTEND FM•12X18 �) 4' PVC SLAB 1 1/2' 1�1 CHASE \ I I I \\ I I. ALT SLAB N `, \ \ \\ m I ;; xl \\ I \` I LL I I I (V 4" 7'-B" 2'-8" I I 3'-0" 5 " I I Q EXTEND 1 2 SLAB 1 1/2" -- 1.1 Fie 1.1 m FM-12Xi8 m I"- ri 4" CONC.I SLAB .� Iw6 I 0. *-7 1 /2". 2 OF J FMC-12X18 FM-12X,8 v FMC-1 18 L _1 _ FM-12X18 0 4 4 4 rj( 1.1 2'-8" 16'-0" 2'-8" 4 4'-4" 3'-10" 10'-2" 21'4" 14'•0" 39'-8" FOUNDATION PLAN SCALE: 114" = ,'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 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 WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11 13INDICATES #5 BAR, OINDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: F'm = 2,000 PSI, TYPE "M' ORS- MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED T-W O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Bth EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1.4xW1.4 OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x12 12" CONTINUOUS 72" - ) s - FM-12x18 12" CONTINUOUS 18" (2) #5's FM-,6x18 18" CONTINUOUS 16, - 8 =V�ARIESS FMC-12x18 12" CONTINUOUS - s 951 CURB 24" s 11 1441 N. RONALD REAGAN EL LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-7744078 www.abdesigngroup.com L AA #: 0003325 F O 6 140 evHDIv & LOT: ABBOTT PARK LOT #18 BLK. #8 P1tOJECT# 0 181.000-18081 MOaEIA 4EBB "1828—CALI" GARAGE 8WFW LEFT PAGE: FOUNDATION PLAN 160 MPH E . C oc DATI : 10/15/20 ECAI.E: 1/4"=1'-0" INHEET s1 30' MIN. EACH WAY MONOLITHIC FOOTING z }} � I,' r g STEEL REINFORCING IN GROUTED ^ STEEL REINFORCING IN GROUTED rI Q CELL SEE PLAN FOR SIZE AND Q 0. O CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS � I 0_ SPACING REQUIREMENTS m ••. GARAGE DOOR U w ILu RECESS U v a I I o' ftl - Z 8" CMU WALL O N 8" CMU WALL I , . C CORNER BARS, SAME SIZE A6 LARGER BAR W w B' O is - `o S` o Z fO - ° IN FOUNDATION WITH LEG EACH �J W w +- •-0• �"> +- 0'-0" d W IN WAY AT ALL CHANGES IN DIRECTIONS U TOP OF SLAB TOP OF SLAB I ..° "I SO THAT THE STEEL REINF. IS CONTINUOUS .._a` .. _ °�� , • MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR EXT. PORCH SLAB - L SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4"CHAMFER (i STORY) - VARI S SEE SLAB SCHEDULE° TOP OF GARAGE X, I °..ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET ��p, AT ELEV: W/ 1/2" IS AND BAR QUANTITY „ AND BAR QUANTITY NUMBER OF BARS (i 2 TO 3, PROVIDE 2 BARS), LINO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0" n 2 @ GARAGE SCALE:94"=,'-0" CORNER BARS DETAIL DOOR OPENING SCALE: 3/4"=V-0— SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT VERIFY NAILS, 2-ROWS, 4" O/C BTM. HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL PLAN W 0 I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ BY 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED N NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE PLATE TO SLAB W! PLANS FOR SPACING. SINGLE GALVANIZED PIPE & � SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1/2'k8" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. W/FLANGE C BASE 0. I EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO ¢_ 8", LINO PLATE EPDXY 5-1/2" EMBED. MIN. 16" OC SLAB W/10d MASONRY R O FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. NAIL 16" O/C STAGGERED. M K SPECIFICATIONS FOR VJ a BTM AND TOP PLATE ADDITIONAL METAL = USE AND ANCHORS W/ tOd x i 1/2" CONNECTORS NOT SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1!4" I- m PREPARATION OF U' HOLE. COMMON NAILS FILL ALL N REQUIRED WHEN NO N UPLIFT IS PRESENT. TAPCONS Z HOLES, DO NOT USE tOd W W x 3" SEE SLAB SCHEDULE °d SEE SLAB SCHEDULE 9�0 a TOP OF SLAB 4" CHAMFER (I -STORY) 6" CHAMFER ` +: 4.. ' �e� (2-STORY) `• r— . � s , EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY scALE:v4"=1'-0" MONOLITHIC FOUNDATION ,7 INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 8 6 scALE:3la"=r-0° (NO UPLIFT) SCALE:3/4"=l'-0' 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 ¢ a PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO O BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL K W 16" O/C STAGGERED. ADDITIONAL METAL U d CONNECTORS NOT REQUIRED WHEN NO K N O 8" CMU WALL UPLIFT IS PRESENT. Z +- POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) ',,p•. ~- TOP OF SLAB LAB SEE SLAB SCHEDULE / - ( 2X WALL FRAMING i SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" +- 0'-0" Z Z - • MINIMUM EMBEDMENT INTO TOP OF SLAB n• "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY 4 AND BAR QUANTITY r COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 9 scALE: 3/4"=V-0" (NO UPLIFT) ' SCALE: asv "_"°' 11 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003325 b r ik�ko stmDIR ee LOT: ABBOTT PARK LOT #18 BLK. #8 PROJECTtIP 04181.000-18081 MODEL: 4EBB "1828-CALI" GARAGE 871WO: LEFT PAGE: DETAILS 160 MPH EXP. C D 10/15/20 acALE: 1/4"=1'—O" eiIEET S1.1A 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com L AA N:0003326 A �• rr cy� C gbg 6 b BtMDIV. AO X,0 74 ABBOTT PARK LOT #18 BLK. #8 PROJECT* 04181.000-18081 MODELS 4EBB "1828-CALI" GARAGE 81111sD7G: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C DOWEL PLAN SCALE: 1/4' = V-0' TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK - GROUTED BOND BEAM I 1 VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION I O'-0"FIN. FLR. A TIE ERTICAL REBAR a TO HORIZONTAL REBAR W/ 1D" HOOK BAR SIZE 48 BAR DIA. 2 #3 1 1W #4 24" ^ U #5 30" #6 36" #7 47' HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS �Ly Z 8" CMU WALL m 0 . f - • i yr �r wee - SEE SLAB SCHEDULE Z w BAR SIZE 48 BAR DIA. > 4" CHAMFER (1-STORY) #3 18" O 6" CHAMFER (2-STORY) • #4 24" Z MATCH STEEL #5 30' REINFORCEMENT #6 36„ PER SCHEDULE #7 1 42" SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE EPEU FOOTING NG REINFORCEMENT PER SCHEDULE #5 BARS 111-11 ;] " 8" 1. UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 1 � r r C m� SU13DM ac LiOT: ABBOTT PARK LOT #18 BLK. #8 PROJECT# 04181.000-18081 MODELa 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. C 10W i 4 AI NO DAM: 10/15/20 SCALE: 1/4"=1'-0" eHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 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 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE REaSM 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, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi)WZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 N/A GROUTEDSOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS tw.9-6Q6 I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH �O 54' (42") PRECAST 2231 4'-0' (461 PAST lose P4' (54') PRECAST 1690 5-4' (641 PRECAST 1217 SAW (70') PRECAST 1002 54' (M PRECAST on T4' (00') PRECAST 743 9-C (112') PRECAST 664 194' (12r) PRECAST 475 ll'-C (135) PRECAST 362 12'4' (144') PRECAST 337 134' (1W) PRECAST 296 14W (18n PRECAST 279 IN4' (1791 PRESTRESSW N.R. 1" (164-) PRESTRESSED RR 17-C (20S') PRESTRESSED KR. 194' Pr PRESTO N.R 21'W On PFEFIRE88E11) NA 22W (284') PRESTRESSED RR 2V4' PRESTRESM Om�0�0 000s�voo DD�Omm 01�m0000 mo�c�+om sas�aovoov I��00�00 mm�0��0 0movor mm0000v mm�00C�*,C�!9 ��m0�m0i oomoo�Qi oosE;a0000 ammo© -I= o�MEM 10, ODmm0�0'i 0000� ®om0mav�l DOm��©0 0a©©av WmmEm l "m���m ©©mmmm ©ooaLt©©©i ©tea©aaoavo 0��0®00 00��00� 0�0©m00 o©0000av (268') NA. t9# MO 410 404 1 M1 1 1002 1 12n (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • ALL VALUES TARN FROM %AFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS SAFE B" PRECAST & PRESTRESSED UDS O-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFELOAD400111IM-6114111111 SAFE LOAD - POUNDS PER LINEAR FOOT 5d (4n PRECAST 1025 10W 1688 T-8" (42") PRECAST 4'-0' M PRECAST 70 783 1300 4'4' (48') PRECAST 44' (541 PRECAST 92 691 1073 4'4' (6P) PRECAST 64' (64') PRECAST 411 411 746 54- (M') PRECAST F-1V (m') PRECAST 340 339 618 5.1D" (M PRECAST 54' (M PRECAST 607 721 400 54' (76") PRECAST T4' FID") PRECAST 424 534 363 r4' W1 PRECAST 64- (112') PRECAST US 512 230 04' (112) PRECAST 10'4' (12r) PRECAST 284 401 18D IV4' (12r) PRECAST 11'4' (13" PRECAST 20D 462 154 11'4- (136) PRECAST lr4' (14') PRECAST 244 402 137 120 (144') PRECAST 13W (1W) PRECAST 217 324 110 134' (180") PRECAST 14'4' (11S6') PRECAST 206 293 1W 14'4' (10n PRECAST 144' (176') PRESTRESSED N.R 264 91 14'4' (176) PRESTRESSED 15.4' (181') PRESIAE88ED N.R. 259 83 15i' (184') PRESTRESSED 174' Wn PRE N.R. 194 64 lr.' Mn PRE 1Vl' M2') PRE N.R 148 52 194' M2') PRE 21'-C mn PRE8TRE88ED NR 126 42 214- (26S') PRESTRESSED 22'4' (2M PRE81 NA 118 40 22'4' Gb4') PRESTRESSED 24'-0' PM PWaMENED N.R 91 33 21110 Wn PRESTRESSED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR, PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED A PROVIDE MINIMUM 4' OF SEARM PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.eom AA #: 0003325 ik§ko 6 kkb 6 ti aysnrv. ae LOT1111 ABBOTT PARK LOT #18 BLK. #8 PROJRCT# 04181.000-18081 MCDELe 4EBB "1828-CALI" GARAGE 8W5F0: LEFT PAGIC: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C Dw� 10/15/20 aCAL.S: 1/4"=1'-0" BIMET S2 NOTES TO THE INSPECTOR/CONTRACTOR #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR Wl 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. /s !tN O ;RIFF�`� 9 F = FILLED W/ GROUT U = UNFILLED 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. ` WIDTH #OF#5'S, IN 2ND BONG BEAM COURSE T ei HEIGHT ig # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - 1TAM/0B INDICATES A DOUBLE BOND BEAM O#5'S, BOTTOM AND XFXX- iT/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST •31l4" WINDOW Z a' SILL SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2"=l'-0" BOND BEAM 1#5 TYP. B"xl6" BONG BEAM 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR ..�: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR WIDTH OF MASONRY OPENING -2" BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE G SCALE: 3/4"=1'-0" LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT 6" OSB SHEATHING IU WALL 5ARCHWAY FRAMING DETAILS 1 — SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDEOF ELEVATION BOND. BEAM cunn�r_o CHANGEIN ELEVATION OF BOND BEAM r SCALE: 314"=V-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdasigngroup.00m L AA #: 0003325 � rr� six t3 C � � ikko 6 atMDIV as LOT ABBOTT PARK LOT #18 BLK. #8 PROJECT# 04181.000-18081 MODEIA 4EBB "1828-CALM" GARAGE OWING: 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" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-W AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 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 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 2.6 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 B" FROM THE CENTER OF THE COLUMN, FRAMING PLAN SCALE: 1/4" = l'-0" Il N. RONALD REAGAN BL LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA0:0003325 1 rr dd 14 To xxb 6 BL7sDiv. ae L o ABBOTT PARK LOT #18 BLK. #8 PROJECT 04181.006-18081 MODZU 4EBB "1828-CALI" GARAGE BW MG: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C DAA E 10/15/20 BCALM: 1/4"=1'-0" NHEET s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }" NAILS TO TRUSS DSL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 }'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 J" NAILS TO GIRDER W, 2x WOOD FASCIA - SEE ARCHITECTURAL 2x SECURED Wl (3) 16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-(Y' MAY BE ADDED W/ IOd NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) "L 4'' 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 518" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE wl (2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRU 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -� TRUSS ANCHOR WITH (9)1Od x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. —A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) t x 5" TITEN HD TO CMU AND (12) BIDS }" x 2 }" TO GIRDER B-(I) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2, 2x WOOD FASCIA (2) } x 5" TITEN HD TO CMU AND (18) SDS }" x SEE ARCHITECTURAL eMASONRY 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d GALV. COMMON NAILS. (2) �' x 5"TITEN HO TO CMU AND (18) BOB }'x 3" ix2 SECURED W/ 10d BONG SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED 12" O/C SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4125 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 02a(2jb e2cTYPICAL ROOF 7� GIRDER CONNECTOR(S) gr LSTA12 20 GAUGE W/ 10dxl/2 HDG NAILS EACH END. TOTAL OF 10 FLOOR GIRDER 1TT4 W/ 5/8" A.B. WITH AIN. T' EMBEDMENT TO SLAB & (18) l6d x 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE 08L. TOP PLATE PROVIDE BLOCKING a. 1/2" GYP. WL. BD. - . GIRDER/WOOD POST CONNECTIONS a. 5 SCALE: 3l4"=1'-0" FLOOR TRUSS CONNECTION @ L.B.W. `► scALE:3/4"=1'4' (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM.- PLATE DEPTH 114•0 —HOLE EDGE >5/8" —HOLE DIAMETER < 2/5"D SGL. STUD HOLE EDGE >5/8" 01 HOLE DIAMETER < 3/5'D DBL. STUD STUD NOTCHING 1 AND BORING LIMITS 0 SEALEI i/2"=1'-0" # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4)1/4" x 2 14' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/101 Od TO TRUSS AND (4)114" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3l4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d ® EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30-0" (1) "X' BRACE SEAMS) 30-1" TO W-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1)'X' BRACE ®CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" 6'-0" MAX (W/iX4) FROM CENTER TO END. WASHER SET IN HIGH R 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY S' le SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W112d's 8" 4��L BTM. CHORD BRACING, SEE STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ U 0: MAY NOT BE (2) 10d's @ EACH TRUSS d REQUIRED TO BE INSTALLED 1V-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM RED. .". 1A BTM. CHORD BRACING 8'-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF IU-V' O/C MAXSECURED W/ (2)1 Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING SCALE: 3/4„=V-0" BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1, METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A 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 F1 AND F2 FORCES. ALTERNATE MATERIALS SCALE: 314"=V-0" 1441 N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 wwwAbdesigngroup.com AA #: 0003325 ii 4 � 6 a BXMDIV Ca LOT ABBOTT PARK LOT #18 BLK. #8 PROJECT* 04181.000-18081 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. (2) 2X4 No.2 SYP DIAG. BRACE W/(3) 12d (. E" TRUSS(DIAG. BRACE COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) -r BF W-1" TO 60'-0 (3) "X" BF (1) "X" BRACE @ CENTI (2)'X' BRACE DIVIDED FROM CENTER TO ENE 2X4 BLOCKING BETWEEN TRUSSES WHERE X$RACING IS PRESENT AT PLYWOOD SHEATHING, SEE "ROOF/WALL/ LOOK SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1X2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED Wl (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) l2d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN VTCR SPACING (1) AT EA AND 6'-0" O PRE-ENGINEERED ALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS *-Y' O.C. (AT O PRE-ENGD 'D WOO SHEATHING SEAMS) (BLOCKING TRUSS D O O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2X6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" OIA, ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED, AT 32" OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12ds 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2X4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W1 PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0" i"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdoslgngrouP•oom AA M: 0003326 A Nit y y C b S�s W�Y SLTHDIV. as w ABBOTT PARK LOT #18 BLK. #8 PROJECTIF 04181.000-18081 MODELA 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C DAT : 10/15/20 >sCAM 1/4"=1'-0" SHEET S3.1B w 2 L7 GABLE -ENO HE`— 1L�L ROOF WIND DESIGN PRESSURES NETZONE IGRUSS) ASCE PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: C* RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS Q 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 Bd RING SHANK, 21/2" 0.120" 170,000 wou— (16-20 RINGS SCREW SHANK PER INCH) Sd SCREW SHANK 21/2" 0,120' PNEUMATIC SCREW -NAILS i. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" B.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES m z9 LL QZ ? 2 U a L0 iG (n . J Q z Z � to Y Z rn Z� J Z W za UAW Y a = U m0 CD a 9z W Q Z N CWi U W O z a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER ORTRUSS ROOP RHrAFATHIN(: .111■111■111,—I `',1 MMW��' 11 Emmmm� 11 _ . ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE EPA FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD �•-' 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Sd x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 17 0.B.jN FIELD J\ 1 YP. W4" I &U SU8-FLOUH UECKING ULUEU 1 U ALL EXPUBEU MEMBEHS GENERAL NOTES: STRUCTURAL DRAW14GS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, 681 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 6-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7.10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. ALL AGGREGATE USED IN CONCRETE SWL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3W. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. FD = 1100 PSI AND A MODULUS OF PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSO WROUND WHERE INDICATED ON ELASTICITY=1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS UPPED $INCHES AND SEALED WITH ADHESNETAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION TREATMENT:ELS OF 0.25 POF OF A BORATE PRESERVATIVE UM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR RU UC RALL USE THAT SHALL BE TREAED FOR FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV, FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 61h EDITION. SEE NAILING SCHEDULE ON PUNS. 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 ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. UNTREATED WOOD SHALL NOT SE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al 85. GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED Y-O' OC. EACH WAY. REQUIREMENTS ANOSLAB-ON-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. 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 A516 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL 8E HOT -DIPPED GALVANIZED, GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: D W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES ACCORDANCE WITH "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL D TRUSS CONSTRUCTION:, AND TPUWTCA BCSI STANDARDS FOR METAL-P 0. D N:, A ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 paf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS MENDA IONS F HANDLING. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED N 20 psf TOP CHORD-Iwn-Gorxa -rt REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WAD TRUSSES. 10 Paf BTM CHORD -non<o =snt #6 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 38" 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 A58.1.1882. paT TOP DHPat TOP CHORD (7 paf w/ASPHALT SHINGLES) ASPHALT Paf w/ No GYPCRETE) (7 (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 5 BTM CHORD 5 pat BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: tOpaf D 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 BOW WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Pat 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 WIND: DEAD LOAD SPEED =17) MPH S- SECOND GUST (ASCE 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 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10paf, UNINHABITABLE ATTIC WITH LIMITED BIT BLE(FBC ATTIC LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20W, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 3OW, 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: 40W, GUARDS AND HANDRAILS: 200paf, 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: SOW, ROOMS OTHER THAN SLEEPING ROOM: 40W, SLEEPING ROOMS: 30W, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pa1 MASONRY: PUN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 5/TMS 402. BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED 70 FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH AS C-90, GRADE f n - 2D00 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS 70 TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pat, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270, HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/6" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D4557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION, 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: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 6" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S d- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 3D1 AND ASTM C44OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMEBTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED W ITS RNA. POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THEE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCE WITH THE ABOVE. REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A YFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1R" FOR 06AND SMALLER 2' FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31P FOR SLABS, WALLS AND JOISTS 1.11W FOR BEAM AND COLUMN PRIMARY REINFORCEMENT. TIES STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36, Fy - 36 kal FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A400, GRADE B, Fy - 46 kal, STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 kal. 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 —ICATKW sm ITYPE EPAc_ RE.— APPLICATON 912E TYPE I SPACING I REMARII3 14PTFURRMGTO MA.wMRYI DONC. —HARDENEDCOIL NAIL I W LOIIG. B'CIC GNUGEDOdi BUCK TO MA90NRYICONC. III"DIA. NO WASHER TAPCON MASONRY FASTENER B"O/C 1112'EMBED., 4"ENO OAST., 11/Y EDGE DIET. SGD, AI.—DOORB CASE HARDENED COIL I, NH0oNA%xxUl_NED GARAGE DOOR BUCK 1?ON. W/ YEMBED., A'END D19i., 1. PT SEE NOTE. NML 112'L , STAGGERED INTO MA40 F,'MONC. I. wASNER wa+ooW BucK c1sE HumEHED co1L Ir we waxlowlroow FASTENED METAL STRM TO CONTACT THIS ENGINEER FOR SPACING PT,EEENOTEB —111?LONc. STAGGERED —— REQUIREMENTS En SWING DOOR P)11B'OIA TAPCOM' 18'OIC 11,T'EMBED,."END. NON -BEARING WOOD 112" E%PAN9KIN B"EMBED.YEw 21" BUCK 2A Pi, BEE NOTED .—HER FA9TNER GIST.,11/Y EDGE WST. WALL TO... BIAS W/ WASHER BOLT DIST., 3" EDGE DI9T. h P<WBt�WBUCK ..1 —A2 Fla' YdC I"END DIBT., 1 t/P PTTO STt� L COL., SEE wA9HER STAGG 0 EDGE 06T. EB 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 NCA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X2F HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN St' LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 L — J IF r1 € 4 "aD RD k40 'A fY BUBDIV. de LOT: ABBOTT PARK LOT #18 BLK. #8 PROJECT* 04181.000-18081 MODEL: 4EBB "1828-CALI" GARAGE 90WING: LEFT PAGE: DETAILS 160 MPH EXP. C 44