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HomeMy WebLinkAbout7905 Sail Clover Ln99 �828 0 411 9 0 9 ALL WORK SHALL COMPLY WITH PREVAUN CODES FLORIDA BUILDING CODE, NATIONAL_ ELECTRIC; CODE, AND THE CITY OF Z.-ERHYRHILL..3 ORDINANCES 1 Zd REVIEWDATE HOMES GIFT OF 7EPHYRHILLS PLAN EXAMINER 12602 TELECOM DRIVE, TAMPA, FL 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING. CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -yW=i mma= CM, , ==N (20M) -�, LOM AND STATR COM ABv ABOVE LAV LAVATORY A/C AIR CONDITIONING LUM, LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE T DATE D&4CRp"I[ON 01RbM CD'S kS1ED ARCHITECTURAL SHEET DESCRIPTION OUFS/IS 2011 FOC UPDATE DR HORTON HOMES 12602 TELECOM DRIVE -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB `MIN. INTERIOR FINISH - CLASS B BD CAB. CLG BOARD GE IMM CABINET CEILING � Wit. N.TS. o HOLD NTED METAL NOT TO SCALE PG Cl—COVER SHEET PG GN—GENERAL NOTES SM/16 CD'SRE-ISM 02RUIE NOWA ELEVATIONS ADDED 03ft/m CD'8RE-168UED TAMPA, FL 33637 -BASIC WIND SPEED - Vult=160 MPH CLR CLEAR O.C. ON CENTER PG Al —FLOOR PLAN �� FOOTING REVISION PER M. OCIIEa TEL: (813) 740-9720 FAX: 813 740-9715 Vasd=124 MPH -EXPOSURE - C `1-STORY RESIDENCE - .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL CONC. CT. D. DBL CONCRETE RA TIE DRYER DOUBLEl0 PL PH YLT. PLYwD' PROPERTY LINE HONE BUTTON PLATE PLYWOOD PG A2D—ELEVATIONS "D" PG El —ELECTRICAL PLAN PG Pi —PLUMBING PLAN 084111I8 CD'8 RE•ISSIED 02/g ADDED CIMEW FOOTER AT GARAGE DETAIL (FORT MYERS) 02MA PLAN MAINTENANCE AND STATE CODES RG. DIA. DUAL GLAZED DIATER PR. P.T. IIi PAIR PRESSURE TREATED PG Ml —MECilICAL PLAN 0M5ft REVISED LINTEL SIZE AT FRONT BMDOOR DN4 DISP. DP. DR. D.S. DTL. D.W EA. ELEV. F.Q. EXIL EXT. F.G/FX. F.G. FIN. FLR FLUOR FR. F GA. GAR DISP G.PI. GL. GYP. BD. HB. H.C. MR, HOT. OR HT NTD . DIMENSION DISPOSAL DEEP DOOR DOWNS PGur DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR EDGED GLASS FUEL GAS FINISH FLOOR FLuoRESCENT FRE CHGDOOR GAUGE GARBAGE DISPOSAL GTERRU TER CIRC INTERRUPTER GLASS GYPSUM BOARD HOSE B® HOLLOW CORE HEADER HEIGHT INSULATION R. RAD. R.A.G. REF. RM R.O. Sc. S. .D. S.H SHT. SHTHG. SHWA Sim sl. SL.GL. STD. SWS TEMP. INK. T.O.C. TO. T.O.S. TYP. UN.O. V.P. W. W/ WOW W/H W.I. RISER RADIUS TURNAItILL REGR REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECR TO SINGLE HUNG SHEET SBEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTIONGLAss THICK TOP OF CURB TOP OF PLA E TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH WOOD WATER HEATER WROUGHT IRON PG DI —DETAILS PG D2 PG D3—PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS 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 S—DETAILS Q•FT. CAI,C.'S 04R410 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER UNLL IiAT80N (rELBJ ON)4AS REVISED HVAC VOLLIES ON SOFT CALL SCHEDULE (hELOJ LIVING 1028SG2.FT. GARAGE 4 ENTRY 16 ea FT. LANAI W SCi. FT. TOTAL 2,362 Sa FT 06/p/1% ADDED 'EXTERIORMONODEEP FOOTER'DETAIL 12/BUA(OR.) 064M ADDED LED LIGHTS •KITCHEN 4 OATH MR MAW DOM 01/ISAS ADDED STONE OPTION ELEVATION C s D (TAMPA) sumELEVATION Ys' 6IDING•ADDED Lav1=R GABLE ROOF 10RS/M ADDED OFT. V-0• CEILING HEWS &WiV REPLACE USP CONNECTORS UATH WPSON CONNECTORS 04/01R0 REVISE EWAVENT RADON PLAN DIMBJ OW 04/09R0 OPT. e'-m CLII W.T.- ADDED LED LIGHT IN FOYER 04/0WO OPT. E'-0' CLG. HOT. ELEVATION 'C•- REVISED HEIGHT OF ARCMUAY 05/06R0 ADDED ELEVATIONB'L' s T1' (OIL) STRUCTURAL SHEET # DESCRIPTION 01/6RO ADDED ELEVATIONS 1"IG'-1'IN•-1'IS' (ORL) PG Sl—FOUNDATION PLAN PG SI AA —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. 0041 2020FBUP CDATE 03/03021 ADDED SMT DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SST) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S2—LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS PG S2.2A—SAFE LOAD TABLES ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3—FRAMING PLAN PG S3.lA—DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.1B—DETAILS CLARIFICATION. PG SNl—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SDl—SOFFIT DETAILS RFI'a IN WRITTEN/DRAWN FORMS IN A TAMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO Rn's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUC1ON BASED ON THE DRAWING SET. .1 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774,4078 www.abdesigngmup.com AAA: 0003326 ounDIv. as LOT: ABBOTT PARK LOT #16 BLK. #7 P1t0J(ECTMM 04181.000-16071 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PARSE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. WM WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 1318INCHES 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 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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 MNCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFAVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3D05.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR 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 FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIORFSSSHES 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-C926-18b, ASTM-Cl063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & 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 -19a 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 CEILNGS 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 IT O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) d N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 b iD C OU33DM As LOT: ABBOTT PARK LOT #16 BLK. #7 PROJECT 04181.00-16071 MODEEc 4EBB "1828-CALI" GARAGE 9WING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C DATE: 5/05/21 9CALE: 1/4"=l'-O" >?IIiEET GN miF 99'-A' nnrn mnnnunlounliunro mnul� : • ollo o - o - I - - n i o o - p ::1►' 11 0llll0 -----o!Itttttllo 0 O - - - r � C. o :W. ■ i • m - SOLLARD R - j o -PER- 5LCa m oGARAGE \: I I ' FOYER_p BEDROOM - ERMY� o'I! `Ilo � ClI�MIR A - - \ - —lollttl�o oio o'Jtttttpo EGRESO olltttttllo olttllo � II FLOOR PLAN SCALE, 1/4' . P-m' Itttttttttttl SQ.FT. CALC.'S LIVING 1,820 80. FT. GARAGE 430 $a FT. ENTRY 16 SQ. FT. LANAI BB So. FT. TOTAL 2,362 SQ. FT. oolanlert AIO CLAOOIal wID tAAae eAec wlo E1a'0911E POR a eEo01D arils Dim" Sam WE T WHIIIIIDMO F WIfH AIDTTlE FWAaE MIN. WINDOW IV 5 34/-45 CRITERIA EXTERIOR SWaJG IB 5 33/-43 DR MIN. CRITERIA SAD. MIN. 41 5 31/-31 CRITERIA W10 OAD. 56 5 21.1/-313 12'zl2' SOFFIT 1 5 313/-41.1 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICIENT - t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. - ll'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OaNIR01. DATB VJ" DBL. TOP PLATE 9 m BAR DETAIL HDR. DTL. A SCALE: I/2'.1'-®' B SCALE, 111 • P-m' NOTE, HEADER FINISH TO BE PER COMMUNITY STANDARDS NOTE, -2-8 LOI1V. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) M THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. d N. RONALD REAGAN SL LONGWOOD,FL32780 PH: 407-774-6078 FAX: 407.7744078 www.abdeslgngroup.com AA B: 0003325 r a = Ys Will, Ila SUHDIV. Be LiOT: ABBOTT PARK LOT #16 BLK. #7 PROJECT 04181.006-16071 MODEIa 4EBB "1828—CALL" GARAGE SWING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C DATE 5/05/21 SCALE: 1/4"=1'-0" SHEET Al TO CONTROL JOINT ./-18'-4' MOO. HGT._-----(TYP)------- NTROL JOINT (TYR) SHINGLE _ OOF P-SS FYFION � IJ _ KTIIXIl OR EQJIVALENT _ _ all IIPCN SHUTTERS OR WINE ECIUIVALENT No 4'RAISED ilia m-m BAND - - FRONT ELEVATION SCALE: 1/4 . F-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FWR RT03A OFF RIDGE VENT 0'-0' FIN. OFF RIDGE VENT ARFAOFATTIC = 2354 SQ. FT. NET FREEVENTILATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA = 2364/300 a 7.88 VENTILATION AREA X SQ. I NCHES PER FT. (I") 1134.735O, IN, MIN. REQUIRE VENTILATION = .SX 1134.72 IN UPPER PORTION OF ATTIC = SR.36 SO, IN. OFF RIDGE VENnLATION AREA US SO, IN. PER VENT 567.36 /ll5 TOTAL# OF VENTS REQUIRE 4.93357 TOTAL# OF VENTS PROVIDED 5 -AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESSTHE OVERHANG EXTERIOROF WALLTO EXTERIOROF WALL, NOOVERHANGS INCLUDED LERN LEI LE-10 OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH I'-0' EI?G. HGT. ,�8� BRI.i F-1 u0 .D 0'-0' FIN, FLR. - - - - - - - - - - - - - - - - - - - - - - - - - 47 ----------------------- - ,�0'-®P F'", FLR LEFT ELEVATION SCALE. 1/4 - I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-V ERG. 0'-O' FIN. FLR. RIGHT ELEVATION SCALE: 114 - I'-0' TEXTURED FINISH I 2. I I I I I\ 7F ' / DECO. DTL. A SCALE: 1/2 • II'-V' '-0' FIN. FLR mil 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdeslgngroup.Dom AA #: 0003325 Y 0 r W E 00 SL7HDIV. As LiOT ABBOTT PARK LOT #16 BLK. #7 PROJECT# 04181.000-16071 1LODELe 4EBB "1828—CALI" GARAGE BWn4G: LEFT PAGE: ELEVATIONS LTD" 160 MPH EXP. C of 2021 PRINT A 5/05/21 8CALM 1/4"=1'-0" SHEET A2D ■ •- ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 ANT SNUB POLE lIOV OUTLET in OF OUTIAT MIND IIOV CUTLET TO SMTCM GR IIOV OUTLET E2WW SYMD PAUL NTW4ER (TAPPER RESNTANT TYPE) 220V OUTLET (4) MIS CONNECTION GI9 EXT. IUATERFROM OUTLET GRROUD FAULT NIt14RPiR SMTCN SMTCN 3•IUAY OPER BMTG4 4•WAT &PER U—t KALL MOUNTED �J L4MT CEILING LkbW © LED CLG 01114T ©vp LBO POMP LIGHT OVP VAPOR FTt10Q 6109 Op mmeOED CAN eVENT. FAN 1 0" Pelt Sa PT. 11WT.F.MI IT.If2MT I OM --FT. V PIXn2tE (EPa ?ISO ou 2-MRA SRAP ® ALr671/D 2-SILO — • (SURFACE MINT) RA"umcaM 4' KAhMRSCM p W—A A 4' TRAM LWNT 0 PA EL METER Edam DlTEC70R dtt. taADc.1r IIE.HS� WALL FoaNTED SPIDKE DETEcrae MATT. 434DCJNr III ®OARSMan B/(A SMOKe DETECTOR C01'7� -CC NMTW SHALL E A DISTANCE OR NOT LEM TMEN 4' nwm WALL PENDANT LIONT LUG NATUIW-OY OUTLffT . TeL®9+oNe JACK MW IQLL T12E1 A. 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CAPACITY OF SO CFM NTER'OTTENT PER ELECTRICAL PROVISIONS OF SECTION 11I01.3 l • LAUNDRY ROOMGROUND FAULT CRCUIT•MERUP'IER PRDTECTION FOR PERSONNEL ON FEEDERS • MI1046 FETIOD SMALL EE NON METALLIC CAKE PER ELECTRICAL PROVISIONS OF MM TTM M (20201 • ALL MIOIac TO COMPLY UT14 ELECTRICAL PROVISIONS OF THE Faf-R ,n4 ro (2aa201 • LAFtlsS aHAI_L OE SELECTED eY SUILTMR AND E�IGEIOT) 2020. ld, 6DmDN lt404) 1 1 I I I I BDRM.# 1 PRE -WIRED �� CLG FAN BDRM. #4/ DYAN PRE -WIRED CLG FAN LIVING ROOM PRE -WIRED /' CLG FAN 1 1 I I I I -----'8rITCH IN CLG FAN wr �w / n t DINING 1 ROOM ti — — � I I— W.LC GPI L ---- — L GFI It / — J / poll, \� — — — I I OUTLET 1 / LAIN FIR DW / --- - taTCHE RANGE " I CGFI O GFI 1 �LL�_ HOOD WIRE W/ \� I LET FOR FU TTURE MICRO III I r DB RM•#3 — , �`� III I / IRA PRE -WIRED I / CLG FAN rW 1'T' — — ®44•AFF. .B. FOR i � i A h f GARAGE DOOR 1 1 BOLLARD AS REO. / 1� PER BLDG. WALL MOUNTED CODE LIGHT W/SWITCH IN 7 ATTIC / ®I / 1 s/COI I / I GFI gll� �-M•�/ I 1 METER OUTLET KEYLE86 C FIELD IL FIXTURE / VERIFY LOC. IRRIGATION FOYER }� L / OUTLET • 48' AFF. l / If GFIGARAG COACH LIGHT ELECTRICAL PLAN SCALER 1/4' . 1'-0' 01 1 41 C.' I) FIRE -WIRED CLG FAN I CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR I OPT. FAN WP Panel MAIN - A PANEL: 8/16%port beaker VOLTAGE: 1201240V A Ph MAN: 150 Amp M.C.B FEEDER 3-#1 Cu TFMN & 1-#6 Cu (0) in 1 12" C. OR 3-#210 AL TFMN & 1-#6 Cu (G) in 1 112" C. W. P.I. Mar Dwdpd. VN•1m brash 01da Wf —Pa- OR Pde w- M2 1 21 EVledw Rewptade GFlbr TUG 1200 1 2 #12 2 20 NdNdldl F,mp TOSS 5 4 aos e S30N C.U:1 35 2 #& 3Teee 7 8 PANEL -A PANEL: 42 crl beaker VOLTAGE: 1201 240 V -IPh MAIN: ISO Amp M.L.O. FEEDER. 341 Cu TFM N & 1-#6 Cu (G) in 1 12" C. OR 3-#2r0 AL TMNN & 1-#6 Cu (G) In 1 12" C. YAM Pd. Ne D..dl - WN Or°4I Orel[ V4em D..d - Sb ►d. VS. # 12 1 2D S Appl— I= 1 2 aDOD R. 5D 2 a.12 1 20 Laero s•./ibed GFl I= 3 4 02 1 20 S. 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PROVIDE 3 9 COPPER (C) N 1.112" PIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 -2/0l10 ALIEU11 (AL) N V. CIA SOYEME 00 PVC CONDUIT UNLESS SERVICE N PROVIDED MY TIE ELECTRIC COMPANY. COORDINATE MTH THE ELECTRIC COMPANY PRIOR TO 810. 1 I LED LIGHTING ® SINGLE LAV. BATH N2 PIRONDE 392M CN, THW -Ala ON N 2• CONDUIT OR 3 4M AL, TMIW • 1% CU N 2• CONDUIT OR 2/0 AL. SEX NC4NOUlir To TERMINATE Aad will SOFFIT ° OVERMAN&) COPMSNATION SERVICE I 00 AMP D(bCONNECT SIUTCH AND W)240 VC n ELECTRIC PETER IN LF NET1A M ENGLOSUrE TMJUM4 E WWACE CAOLE TELEVISION ENTRANCE SERV49 ENTRANCE SIMMM M SGUIP1111NT NTEIR6YSTE1 OCNC NO TERMINAL AT LOW VOLTAGE CONNECTIONS 1 4 OU SERVICE GIYCND CONNECTED TO CONCWTE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FISOR TIM EOEv�Lc2a�ol OW' DIA X S FT LONG COPPER CLAD GROUND ROD '� • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 ""N"bdesigngroup.com AA A: 0003326 $ Z 3 F y . 3 �I G7 tl 2D m 14 H !: i 0 SVHDIV. aC LN01`. ABBOTT PARK LOT #16 BLK. #7 PROJECT 04181.00 —16071 MODEIU 4EBB "1828—CALI" GARAGE BVnNO: LEFT PAGE: ELECTRICAL PLAN 160 JW EXP C U iA 140 DARE 5/05/21 8CALZ: 1/4"=1'-O" 81-m= E1 so OND I I I I 1 I I I � I I � 4LAV. N 2=v m i i 0 I 1 I � ' S ii O OHMPAN OJ. li -- -- in 3'-2' III I II r-%fig � III I ' ��� Ilrh ��' I\\ SINS 2. 3 -2' 3..1. I -I i 2y \A I/2• AUTO VENT 2,� I/2� I_-----� LAVI I�.g. ( 2'' TUB L. V 2 3 I LAV II U ° II LAV. II 2 1/2' g. g' S 2 SHM m 2' WASHER CO ip �_ TO MAIN I Lij PLUMBING RISER DIAGRAM I ---- MAY PLUMBING PLAN SCALE, 1/4 ° I'-V' -I N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.00m AA #: 0003326 Mill NO 6qg 6 MOT aUBDIV. ae w ABBOTT PARK LOT #16 BLK. #7 PitOJECT# 04181.000-16071 HODEZA 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: PLUMBING PLAN %160 JWH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL 15E SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTICN 603. 3. ALL FLEX DUCTS SMALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FSC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC NTH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S ALL FIRE RATED CEILINGS AND WALLS 1}14ALL 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. REC0MRIENDATIONS AND PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SMALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC CEILING PLENUM AIR SUPPLY AIR HANDLER EVAP.TRAY SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG INSIDE CAULK NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS 1010 EXTERIOR WALL AIR RETURN ON AND LIQUID IGERANT LINES WALL 6LEXTERIOR VC CONDENSATE DRAM LINE LEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 'ITN EDITION 12020) MECHANICAL BLDG. CODE SECTION 301.2A HVAC DRAINS FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JOSAM 86000 SERIES NICKEL BRASS TOP P.V.0 OPT[/SPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LIKE- SUPPLY TRUNK BROKEN LIKE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PA86-THM 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) PDX] 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAM 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUW CA. PLUG FM. GRADE OR PAVING SEE SPEC. I'-8'XS' GONG. FITTING OR EXTENSION TO 801E OR WASTE AS REQUIRED FLOOR SLAB CLEAN -OUT (TYPN) OEXT. GROUND CLEAN -OUT (TYPNT� MECHANICAL PLAN SCALE, 1/4 - I'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 Ni RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdealgngroup.wm AA M: 0003325 J a kbk 6 kbk 6 eXMDIV. & LOT ABBOTT PARK LOT #16 BLK. #7 P1iOJSCTp 04181.000-16071 MOD1ELa 4EBB "1828-CALI" OARAOS 9WWO: LEFT PACE: MECHANICAL PLAN 160 MPH EXP. C 1 :< � DRINT AB., 5/05/21 SCALE: 1/4"=1'-0" $BEST M1 LB,_.J. 2X4 TOP PLATE r'LAn Y PER F PRE -FAS TRUSS 1/2' CLG. BOARD 1/2' DRYWALL —,. T`II'r SECURE BT. — PLATE TO SLA15 W/ IOd MASONRY NAIL • 32' OL, MAX FIN. FLR, 2X4 WOOD STUDS •24' O.G SLAB PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS $HALL SE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2x6,WaERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL NON—BRG. D' SCALE, 3/4'.I'-IV' FIBEIRGLA88 SHINGLES WITH UNDERLAYMENT AS PER FSCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I -0. T O.N. ELEVATIONS YP. VENTED SOFFIT I I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY B/S' GYPSUM DN OR 1/2' HIGH STRENGTH CLG. BOARD 35/S'OR0 VY DRYWALL 3/6' TOP CHANNEL (25 GA) IR' DRYWALL 3 6/S' OR D 3/8' METAL STUDS 24' O.C. 20 GA METAL TO ISE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 6/0, OR 5 CABINETS AND TUIS/BHOUER 25 3/V BOTTOM GA METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. STUDS GA) SECURED TO BE SPACED IW O.C. AT 2ND TO CONC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAP s TO WALLS W/ TILE FINISH WOOD FLOOR ENERGY CODE FORMS R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 8' CMU 1/2' GYP. ILL. BD. - WOOD BASE — FN. FLR_ _ d e a m, .a °a H W/ WINDOW OPENING V 1/4' WOOD SCREW `--FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS NON—BRG. D1 SCALE, 3/4'.1'-V FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.U. ROOF SHEATHING T14K=4988 AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE l-I6 IN ACCORDANCE WITH FSCR 2020 lTH EDITION, SECTION R301.13 AND 16099.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE l—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.r-V' UNDERLAYMENT IN ACCORDANCE WITH FSCR 1505.1.1.1 OF THE FBCR 2020 lTH EDITION IS 64 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 00 MAN. MA Fp. oA6 Lq: Esm GAS LINE THRU BLACK seAw w•.r•r FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905A. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE uaiWS�f34__w'r_.=_ 9' 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AD PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS IF!' THICK 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-®' FIN. y 8' CMU VY n4M 2 COAT - NaSrLMD cotaw FL"Tm AF'FLSD DIMICILY TO MASONSY wow .MANS rm FROOYCr AN•ROVAL PEA FAST@® TO TRA= SRACIM8 w FRODINCT AFFMDVAL RSQ =PPM SEAM V GTSI SEE 6TRNCUPAL FOR 2.6 MT. uD ATTACH® TO N" CELL AS MR APPIWVT aFT•Ia�v°u. REO. SEALANT SACKER ROD WATNM STRW s GARAGE DOOR JAMBS D1 SCALE: I I/2'.I'-0' i--2X4 SPF 24. O.C. MAX. SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS — CONT. 2x RAT DEN SECURED Z—// STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 1/2' GYP. ILL. 150- WOOD ISASE— FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FSCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU d ° 0'-0' FIN. FLR a " • e ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 a lTH EDITION, SECTION R301.13 AND 16095.1. ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF 1 SCALE, 3/4'.I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 lTH EDITION IS 64 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE If OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. MAY 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX- 407-774-4078 www.abdesigngroup.com AA #: 0003326 a SURDIV. as L,02% ABBOTT PARK LOT #16 BLK. #7 PROJECTI� 04181.000-16071 MODELc 4EBB "1828—CALI" GwRwGE awsrr0: LEFT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C 202 F—PmATrrr 5/05/21 SCALE: 1/4"=1'-0" SHEET likk D1 TJ2G. 2X6 P.T. • CENTER OF DOOR WADER SECURED W/ (V 1/2, x e• J-BOLT W/ 4' MIN. EMMOMONT WV 2' X 2' X 1/6' WAGNER 4 NUT OR W/ (2)1/2' X 8' ANCHOR DOLTS WV 2• X 2' X IW WASHER 4 NUT LIRE 2x4 TO BLK WW 17 1/4' TA -CONS Ic I7 1 IQ' VIDEO. 6' Or- 4- END DIST. 1 1/2' BOW DIST. ® SIB R 2X6 GARAGE DOOR DUCK SECURED W/ (6) V2• X 6' J-DOLT OR 04 110M DOLTS, WV 4' MIN EMBEDMENT, WW 2' X 2' X I/V WASHER 4 NUT. (1) WITHIN 8. OF TOP, (1) WITHINV OF THE BTM, IE (S)EVENLY SPACED. R o �-1 NOTES. ALL ANCHORS SHALL DE IN ACCORDANCE TO M~ACTURER'S INSTALLATION INSTRUCTIONS W ALIC14 NATRWCTIeM ARE MdWF BTRMY.ENT GARAGE DOOR BUCK ATTACHMENT kw �. W-01A" 8' cm V21 DRYWALL bt4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME EXTEND 1-1/4' INTO P.T. NAILER BLOCK W/ 3/I61 TAPCONS DOOR CASNG (MI. SWANK SIZE .145 MIN. HEAD SIZE JIM MIN. EMBEDMENT 1-1/4• WITHIN 8. OF EACH END DOER JAMB OR U 40M 4 16' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" A WINDOW TO BLOCK +3/4" OR +5/4" 2X4, = SECURE TO BLOCK W/ 3/16' TAPCONS (MIN SHANK SIZE J43 MIN. HEAD SIZE 300 MN. EMBEDMENT I V4•) WITHIN S' OF EACH END 4 W OJ:. MAX 8PACING. 2)(6, SECURE TO BLOCK WK2) 3/16' TAPCON6 DIN SWANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' CMU WITHIN 8. OF EACH END 4 W Or, MAX SPACING. In'DRYWALL 2X8, 1� D PX4' SECURE TO BLOCK P.T. NAILER W92) 3/6' TAPCONS DOOR CASING (MIL SWANK SIZE 148 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN 8. OF EACH END 4 b' OL. MAX S"'0'CM DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, 914M AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" nWINDOW TO BLOC +1 1/2" 0 2X4: = SECURE TO BLOCK W/ SAW TAPCONS (MIN. SHANK SIZE 14D MIL HEAD SIZE 300 MIL EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 W O.C. MAX SPACING. 2X6, = SECURE TO BLOCK WK2) 3/16' TAPOOM (MIN SHANK SIZE 145 MIN HEAD SIZE -sm MIN. EMBEDMENT 1 V4') UT14N V CF EACH END 6• CMN 4 W O.G MAX 6PACING. IR' DRYWALL 2X6, ® D SECURE TO BLOCK I'X4 WK2) 3)b' TAPC7Nb P.T. NAILER (MIL SWANK SIZE .145 1/16' OAS. X 4' TMK MIL HEAD SIZE 300 MIL EMBEDMENT 1 V4') DOOR CASING WITHIN V OF EACH END 4 ID'Or- MAX 6PACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" �1WINDOW 0 BLOCK + 15/!8" 2X4, = SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .HS MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OP EACH END 4 W O.C. MAX 6PACING. NOTE: STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK. TNROUGN NON-STR)CTUR4L W(2) SAW TAPCONS 3/16' TAPCON MIL 1.1/4' (MIN SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MIN. EMBEDMENT I1/49 WITHIN V OF EACH END 8' CMII - 4 W O.C. MAX SPACING IQ'DRYWALL D SEC SECURE TO BLOCK WK2) 3M• TAPCONB P.T. NAILER (MIL SWANK SIZE J45 DOOR CASING MIN. HEAD SIZE 3" MIL EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 b' OG MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS, NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED LW) DOOR JAMB TO BLOCK +2 1/4" r1WINDOW TO BLOCK +2 1/4" 2X4, _ SECURE TO BLOCK 03/I6• TAPO" (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS* O):. MAX SPACING 2X4: _ SECURE TO BLOCK W/ 1/4' TAPO" (MIN. SHANK SIZE J45 MIN. HEAD SIZE %cc MIN. EMI5SPMNNT 1 1/4') UT14IN W OF EACH END 4 W O.C. MAX SPACING. 2X6, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK W(2) W*' TAPCONS WK2) V4' TAPCONS (MIN. (MIL SHANK SIZE J45 SHANK SIZE J45 MIR MIN. HEAD SIZE .5W HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 1/4') EMBEDMENT 1 V4') WITHIN 8' OP EACH END 8' CNW WITHIN 8• CP EACH END 4 b' O.C. MAX SPACING. 4 b' OU:. MAX SPACING. S, CT1I.1 RET D 1/U' DRYWALL 2XS, ❑ In'DRYWALL SECUR2X6. TO BLOCK I'X4' SECURE TO BLOCK RE i'X4' W((2) 3/1 WK2) 3A6' TAPCONB P.T. NAILER M2) 1/4' TAPO" P.T, NAILffR (MIN. SHANK SIZE J48 DOOR CASING (MIN. SHANK SIZE .46 MIN. HEAD SIZE 300 MN. HEAD Siff 300 T/b' O.B.B. X 4' MIN. MIN. EMBEDMENT 1 I/4') MIN. EMBEDMENT 1 1/4') WITHIN V OF EACH END WITHIN 8. OF EACH END DOOR CASING 4 W O.C. MAX 4 b' OJ:. MAX SPACNG. DOOR JAMS OR WINDOW SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.1 DOOR JAMB TO BLOCK +3" r1E1NB0E_T0._aTnrx .av' 2X4, _ SECURE TO BLOCK W/ 3,16' TAPCONS (MIN. SWANK SIZE .148 MIN. HEAD SIZE 300 MIN EMBEDMENT I V4') WITHIN V OF EACH END 4 is, O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUCdd NON-STRUCTURAL WK2) 3/16• TAPO" 3A& TAFr.Q+ MIN. 1-1/4• (MIL SWANK SIZE J46 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 8' CMII WITHIN 8. OF EACH END 4 b' O.C. MAX 8PACING IR' DRYWALL 2X8, ® D 1'X4• SECURE TO BLOCK P.T. NAILER W02) 3/16- TAPCONS DOOR CASING (MIN. SWANK SIZE 146 MIL HEAD SIZE 300 MIL EMBEDMENT 1 V4') WITHIN 8' OF EACH END 4 W Or- MAX SPACING NOTE= SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') 2ND 2X SECURE TO STRUCTURAL MEMBER WK2112d WITHIN 8' OF EACH ETD 4 6' TO V OG. MAX DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. D �\ �OqO�R� �JAM�B TO BLOCK +3" V n RTflP.K +9" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" @ZW TO BLOCK +3 7/16" 2X4, _ SECURE TO BLOCK W/ 1/4' TAPCCINB (MIN SHANK SIZE J45 MIL HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 W O.C. MAX SPACING. 2x6. SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE 30 MIN DMENTSZE TIA MJ IN I I/4' WITHIN V OP EACH END 4 b' O.C. MAX SPACING. 2X8, SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE J48 MIN MEAD SIZE 300 MIN. EMBEDMENT 1 1/4.) WITHIN 8' OF EACH END 4 b• O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRJCTURA- 3AW TAPCON MIL 1414' EMBEDMENT INTO BLOCK L11 v cm In' DRYWALL ❑ 114 P.T.. NAILER 1't-71' 1' P.T. X 4' MIN. Y4 r- DOOR CASING DOIM JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO FLUM5 JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 3/4" t-1WINDOW TO BLOCK +3 3/4" `nJ'Ra 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-774 3078 www.abdesigngfoup.com AA #: 0003325 1 F 6 � C a OUBDIV. de LOT: ABBOTT PARK LOT #16 BLK. #7 PROJISCT/1 04181,000-16071 MODEJi 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C L VIA NO 99i %23 I D M 5/05/21 OCAI.E: 1/4"=V-0" SHEET D2 AC PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL If MANUFACTURER CATEGORY DESCRIPTION VEEON EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.34 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FB 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872,9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD.CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 108602 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNEC10R5 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.E SIMPSON STRUR. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 30531.20 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.1E SIMPSON STRUCT. COMP, WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAVCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 38644.2 MI WINDOWS &DOORS FIXED GLASS - 2020 FfiGR 11/18/2022 17676.10 MI WINDOWS &DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2020 fBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020fBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020FBCR 12/31/2036 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBtlI 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 30758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 1AME5 HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 LAMES HARDIE BOARD PLANK 2020 FBCR 12/33/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 LAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 LAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 TKO SHINGLES 30 YEAR 2020 FBCR 12/33/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 fl 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 I 1.441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.774.8078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003328 t.- 6 'w 1 g SO [ O a >9LJHDIV. A# LOT: ABBOTT PARK LOT #16 BLK. #7 IPHOJECT 04181.006-16071 ]f[ODffiL: 4EBB "1828-CALI" dARAOE SWING: LEFT PACE: PRODUCT APPROVAL LISTING 160 MPH E PREFORMED CONTROL JOINT FLANGE Or CONTROL. JOINTS Z AN BE WRED TIED TO LATH • S = MAX (VERTA NOTE, DO NOT FASTEN4 CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES EV SCCUREMAY CONTROL JOINT. DUPING INSTALLATION ---� FASTENERS TO BE SPACED • T' O.C. MAX VERTICALLY7 LATN 04ALL NOT BE CONTSUWS TWFWUGN CONTROL JOINTS BUT SMALL BE STOPPED AD SI GdPP v To e• I' TNICK 3 COAT CEMENT PLASTER URD LAYER 9, FORTIFIBER BUILDING PAPER APPROVED METAL LATM FASTENED -I' (VERTJ O.C. MAX AT SUPPORTS WINS LAYER 9, STUCCO UJRAP ILOOD SHEATHING TIED AT EAC44 DE. PROVIDE 2X4 BLOCKING PER ASTM C061 PLACED FLAT MAX 6' TO S' FROM CONTROL JOINT UN N Nam,CONTROL JOINT FALLS ON FASTENERS FOR LATH TO OE NAILS OR\ i / STRUCTURAL STUD STAPLES IN COMPLIANCE W ASTM CIMS 2. WIRE TIES TO BE (NO. IS) 00419• VANE/ D. BLOCKING SFIOWN MAY BE IN ADDITION \ To'_U STUDS BEMIRED PER PLAN O' M" TYPE CONTROL JOINT .Iae2L. own OL Palo wwc • PT. A O L— -- Pt. A L C4\AM . Pr.0 L OMAM • IR. c 4• CO. MINT OL PCLD 2ttYMp • IeT. A L CIaS,1Is . PL B FOLD 4b ® l PCLD 2411ARD a P4. A 1 COWAN ItR.6 L CIIAM . PR. C 0 POLO Pf. C oaw IR. 6 TILL P'P. C TOOGI4U SOTraM RJttlI eoTroM ~~� WATRR TOW MAL MOLD. 122 hm our. T CEMENT IL 2 WAT SING PAPER PRAM CMILY! LAYER 4 CO URAP(Fwm GN,T) Nam, APPROVED BUILDING U2IAI° SMALL BE LAPPED A MSSMtI OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • MORZONTAL LAP& ALL SEAMS NEED TO OE TAPED WTH FORTIBER SFEATMING TAPE MN LAP a PlTAL LATN \ LATH VERTICAL LAP TO OE I' METAL LATH WPM LAYER q, STUCCO WRAP M N MPlR LAP MLCW Qe I / WRB LAYER 9, FORTPIBER BUILDING PAPER 2 SCALE.IIRaI-a P a "TN LAP.O ALL LAP NOTE. SNEAT SIDE LAPS OF FETAL PLASTER BASES SMALL BE SECURED TO BUILDI FRAMING DNS, PAPEF THEY SWILL BE TIED WITH 00416-IN. (121-MM) STUCCO WRE AT INTERVALS NOT MORE THAN S' (226-M'1). AS PER ASTM CI1063. ® KICKOUT FOR PIM PAIR OF TEARS INY `PATCH, TEAM DETAIL B MAY BE PATCHED TATA WP4oux bLRAP PE PER M~. SPEC. OR FEEL A STICK ANW STCP .. EoRcm OEMraBa GAu M-46"w p sour rLnww (80 �p AL) \ ¢ � R ILQI42B1ALL -04= ILAD112/0 AT HOTPOT OF RMP a m INSTALL FASTENERS (CLIPS: STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ UFO TO FRAMING W IS LAYER 9, STUCCO WIAP YRD LAYER 9, TORTEaBHR BUILDING PAPER FETAL LATH 6'at6' SELF-ADFEIa+G MEMBRANE R.ASNNS OVER 4 *4' SELF-ADHERNG MEMBRANE PLA614NM OVER APPROVED MOUSE WRAP. PLA04M TO EXTEND ONTO PIPE R-ASF4ING TO EXTBJD ONTO PIPE I- TMIQC 3 COAT CEMENT WGOAT. BEAD OF SEALANT PLASTER INSTALL APPROVED HOUSE~ AIR METAL LATN INFILTRATION BARRIER OVER SHEATHING Wm LAYER -2, FORTIFIBER BUI BUI BUILDING PAPER ELASTOMERIC COATING OVER STUCCO/ C.V. PHS14 (SEE TYP WALL SECTION) MEATNING SECTI014 S ,hell canny veth the a me926-18 reQtunnb C of ASTM 92&18b. Inemlla"on of ext—IeNin" and hwNng shell comity W ASTM C 1063-19a, or ASTM 17a7. 4NA' SELF -ADHERING MEMBRANE PLASHING (CCMPATIBLE UV MOUSE Ww MATERIAL) OVER APPROVED MOUSE WRAP. IN OR LESS PIPE PENETRATION t7JT AND OVERLAP ONE SIDE OFF SELF -ADHERING MEMBRANE PLASHING S EP w WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER (FRAME ), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRB t TAPE OVER ROOFNJALL SCREED 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N.T.S. a• k�� DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER BUILDING PAPER) METAL LATH STUCCO Wx6' SELF -ADHERING MEMBRANE FLASHING IC:MPATII5L W/ HQ1BE WWP MATERALI OVER 4'x4• SELF -ADHERING MEMBRANE PLAS14NG OVER APPROVED Noun WRAP. R.ASHNG r0 EXTEND ONTO PIPE x—x—x—x WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.11 / ASTM C-&4-1-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) OF I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-8078 FAX 407-7744078 www.abdosigngfoup.com AA #: 0003325 FAil C 1� 11"s ounDiv. ae LION: ABBOTT PARK LOT #16 BLK. #7 PROJECT# 04181.000-16071 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE WOOD CONSTRUCTION SEGLIENCE OF FLASHING TO BE, OVER TOP 4 SIDES I. BOTTOM, 2. SIDES. 3. TOP X: VENT CAP 18 TO Be SET IN BED SELF WOOD SHEATHING OF SEALANT AT TOP AND FLASHING BIDES ONLY. SEALANT 18 TO BE UNIT WR5 LAYER 'I, I TOOLED SO AS TO DEFLECT STUCCO WRAP WATER A"Y FROM JOINTS. L441 N. RONALD REAGAN BLVD. E-Z DEAD ALL AROUND PREMANUF. DRYER LONGWOOD, FL32700 X: VENT -APPLY SEALANT ALL VENT CAP (SET IN PH:407-7746078 _ I JOINTS AND INTERSECTIONS CONT. SEALANT) WR5 LAYER'2, FORTIFIBER FAK407-774-4078 ' APPLY SEALANT AT PERIMETER OF BUILDING PAPER www.abdesigngroup.com BACKER ROD NON -MOVABLE FRAME AND STUCCO AA 8: 0003328 Y' K •go ON ALL SIDES, CAUL NG JOINT ALL AROUND SEALANT • TOP t SIDES �' THICK, 3 COAT CEMENT WOOD BHEATHNG I PER SECTION R70 .7 PLASTER LAYER M, I I Ex eft lathing and plastering STUCCO WRAP BACKER ROD I Exterior use of portland cement plaster shall comply with the application 6 B DRYER VENT (BLOCK) K' TO K' MID -WALL LAYER 12, FORTIFI15ER BUILDING PAPER requirements of ASTM C 928-18b. X, WEEP SCREED METAL LATH X: Installation of exterior lathing and framing c neN ' y�ptt�Nle•XD 10000 I, shall comply with ASTM C 1063-19a, X: or ASTM 1787. 6' SELF-ADHESIVE FASTEN TO WOO STRUCTURAL WRB LAYER �, i ..I... FLASHING S, Ch�l MEMBER . 1' OG. MAX STUCCO WRAP :x" HOODED VENT DUILR WOOD FRAMEDOYE; — p = TWAPLASIN 3 COAT CEMENT CR FLASH' �— — — — .. WALL •'. 1;...: g0� L] METAL LATH _ HORIZONTAL WEEP SCREED ( FRAME TO FRAMES ILRB LAYER -2, FORTIFISER BUILONG PAPER PIPE THROUGH / �-L ;yz 6' UDE STRIP SELF ADHESIVE FLASHING, CLEAN WOOD SHEATHING 1 '��; \ r MABQNRY BEFORE APPLYING 7T T' T 7= T T T-1 T A l f T-1 Y+ TEXTURED =,. �+.,.' WOOD 9HEATHING MEMBRANE FLASH IWs OVER BOX AND OVER 6' WIDE STRIP SELF APPROVED WR5 ADHESIVE FLASHING, CLEAN MASONRY BEFOAPPLYING RE STEP #I LA7ER'I STEfi # 2 Z FLASHING ELEC. METER FIELD I VERIFY LOCATION ELEC. METER FIELD APPROVED _ 6TCNE VENEER OVER SCRATCH COAT VERIFY LOCATION HOLISEWRAP BELOW WRB LAYER 01, STUCCO WRAP HORIZONTAL WEEP SCREED APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. CUT SUCH THAT NO MEMBRANE® ENTERS BOX,OVER APPLY 60 MIN GRADE 'D' FELT ® NG SELF-ADHERI MEMBRANE FLASHING W/STONE VENEER METER APPLY TO FACE SELF-AD14ERNG (FRAME TO BLOCK, EDGE FLASHING OVER CAVITY TO BE FILLED WITH RIGID POLYMERIC APRovED HOUSEWi4P ISOCYANOTE-POLYSLEND FOAM itRB LAYER n, FORTIP15ER LEGEND ('GREAT STUFF' OR SIMILAR) BUILDING PAPER APPLY A SILICON STEP #NT 3 STEP #4 DRAINAGE PLANE (WR5 AT ITRATES EELECL LAYER "1 STUCCO WRAP) A IRE PENEANT THAT e �@ m mI oil, d FF H I BVBDIV. to LOT ABBOTT PARK LOT #16 BLK. #7 PROJECT# 04181.000-16071 MODEIA 4EBB "1828-CALI" GARAGE BWD90: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C WRB LAYER 02 (FORTIFIBER - • - - - • - coATTiNG oven BUILDING PAPER) AREA TO RECEIVE STUCCO SCRATCH COAT APPLY E-Z BEAD STUCCO/C.V.FINISH TN)ICAL UJALL METAL LATH x—x—x—x < 1 COAT OF PAINT WRACK- OVER 60 MINROLL 10 PRIOR TO GRADE 'D'METAL FELT -PROVIDE LATHM OSTUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH SEALANT AT ALLo X=*o(SEESECT WOOD OR 1/16' ZIP WALL COAT LARGER THAN THE ELEC. JOINTS AND INTERSECTIONS ® METER CAN OR METER CAN SHEATHING COMEIO OR METER CAN ANDAR A SELF-ADHESIVE FLASHING - — — — - DISCONNECT D TE 5 5/21 METAL LATH: LATH TO 5E PER SECTION OQ ELECTRICAL CONDUIT STEP 05 STEP #(o BCAI.E:1/4"=1'—O" R�031.1 / ASTM C-641-14a, MIN. 2.5 L55. V PENETRATION BEET PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELECTRICAL 9 O RECEPTACLE A� WOOD SHEATHING WRB LAYER 1, STUCCO WRAP WOOD WRS LAYER 12, FORTIFIBER CCNSTRUCTICN BUILDING PAPER a.• HAT CHANNEL i' THICK 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' OAF. • TOP OF WEEP 81-REED TO SHEATHING BEHIND VEEP SCREED WOOD BREATHING WRB LAYER 1, STUCCO WRAP }' THICK, 3 COAT CEMENT PLASTER I • TOP WEEP SCREED TO SHEATHING BELOW 1 WRB LAYER 1, STUCCO WRAP 5' 1 11AQB LAYER R, FORTIFIBER 1 .. 1 BUILDING PAPER ;''", ;�..:•":`' ::.,_;'� `t' ' 1 1 6' SELF-ADHEREING U1RB LAYER 01, / FLASHING WRAPPED STUCCO WRAP \ �o 1 %Jk_IA1.-ww w— I I/" j 4' neee 6 CORNER OF CANTILEVER POSITIVE DRAM ars NO GAP IN FIELD J (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL. ® CANT. _ SCALE. 1 1/2'.1'-m' NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER 5a. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH k THICK 3 COAT CEMENT PLASTER 11 D DRIP EDGE INSTALLATION W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER WOOD CONSTRUCTION RESISTIVE 1 RESISTIVE 2 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (6HOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CCNBTRUCITON -WEATHER RESISTIVE BARRIER 1 -WEATHER RESISTIVE BARRIER 02 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 14EADERSEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @b RIP EDGE INSTALLATION EXr. WOOD wRAMND WALL GUB-FLOOR DECKM6 COLUMN SHEATHING WEATHER RESISTIVE PRE-ENG'D TIBISS BARRIER 1 WEA RESISTIVE LLlATHERBRE018eR 1� BARRIER WEATHERRESISTIVE - SAP. \ - / 6' PEEL StlFlc �PLTMaeTtR3 coal r WES I &XV 'L' FLASHING METAL LATH FULLY EMBEDDED uI00D SHEATHIYi IN ROOF CEMENT IN X 3' 26 GA. GALV. METAL DRIP EDGE Y4' GAP FOR BACKER SET IN FULL BED OF ExTERK7R GRADE ROD 4 SEALANT SEALANTJV MIN. DRY WALL SPACE FROM DRIP FACE TO TREX ]' THICK 3 COAT CEMENT VINYL CASING BEAD 'i 4' POSITIVE DRAM P 6GIOEED PLASTER VINYL CORNER BEAD . .,.: WATER PROOFING _ gra vwri r.uv. �— - LAYER !2 LAYER PEEL E (SHOWN FOR CLARIFICATION OF SEPARATE ACCE680RIE8 ONLY) I STICK) \rr.ulnr.n PEEL 4 STICK ` 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3. 26 GA GALV. METAL DRIP EDGE PEEL 4 STICK) SET IN FULL DEC) OF 6'PEEL • SEALANTJF MIN. STICK DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK AV GAP FOR BACKER WOOD Y� P.T. OR SIMULATED ROD t SEALANT WOOD (TREX) FILLER CONTIWOU8 yl,Nn rwnlun BEAD � WATER PROOFING lot WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 BARRIER 1 STICK) WRAPPED FROM WEATHER RESISTIVE R BALCONY DECK TO BARRIER CANTILEVER 6' PEEL 4 STICK • DECK MEMBRANE. DRIP ROM DECK OVER DRIP FLOM ESE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN RILL BED OF OR SIMULATE SEALANT,IY MN WOOD (TREX) FILLER SPACE PROM DRIP CONTIWOUB PACE TO TREX Yi GAP FOR BACKE VINYL CASMG BEAD ROD •SEALANT WATER [at FINISH LATER (2 LAYER LAYER 1ROOPNG TER PEEL 1 PEEL a STICK) WRAPPED F K)M 9/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER 9 COAT CEMENT PLASTER METAL LAIN SW TYPE 'X' DRYWALL WOOD SHEATHNG WVTEXTURED 4 PANTED WEATHER RESISTIVE PM18H BARRIUER RESISTIVE i' THICK 3 COAT CEMENT BAIWER -2 PLASTER — VINYL GOIBIER BEAD 4' POSITIVEDRAIN VINYL CASING DEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE86MES OCT) BALCONY DRIP 11 EDGE INSTALLATION �Ys' GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED 8m 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH ' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER n EXTERIORIN I LEGEND -COLUMN SHEATHEATHING �6' SAP. -I A'x3"L•FLASHING DRAINA64E PLANE (WR5 'FULLY EMBEDDED IN ROOF CEMENT LAYER 01, STUCCO WRAP) I Y' X 3' 26 GA GALV. METAL DRIP EDGE WR5 LAYER 02 (FORTIFI5ER ...... - - SET IN FULL BED OF SEALANTA'MIN. 5UILDINGx PAPER) SPACE FROM DRIP 'FACE TO TREX VINYL ea6ING EiEAD METAL LATH x—x—x—x WATER PROOFING lot LAYER LAYER MEL STICK) (WRAPPED FROM , STUCCO BALCONY DECK TO CANTILEVER WOOD OR 1/16' ZIP WALL i' THICK 3 GOAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING; k4' POSreeenVE DRAM nITI y�NTL GOIEdER BEm J / (SHOIM FOR CLARIFICATION OF vIN7L Cd81NG BEdD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NTS WOOD SHEATHING 2x FRAMING MEMBER i' THICK 3 COAT CEMENT PLASTER 2 1/2' rr�mume Eu+en FASTENED TO SHEATHING • T' O.C. MAX. c jT WR5 LAYER 1, STUCCO WRAP �x WOOD SHEATHING METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER .� n 1CORNER BEAD ® FRAME 1TA lk. 2 1/2' I` CORNER 5EA0 (FASTENER 4 SPACING * l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK WR5 LAYER M, STUCCO WRAP OW LAYER 02, FORTIFIBER BUILDING PAPER—\ METAL LATH i' THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING FLA$HING rs ars�a WINDOW FLANGE CLARITY) WRB'LAYER h, STUCCQ WRAP WRB LAYER @2, FOWIFIBER BUILDING PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING SHEATHING WR5 LAYER 01, STUCCO WRAP WR5 LAYER 112, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 J F3 m m BVBDrv. Z LioT: ABBOTT PARK LOT #16 BLK. #7 PROJECT* 04181.000-16071 MODEL.' 4EBB "1828-CALI" GARAGE 8WrNG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C v1 DATE: 5/05/21 SCALE: 1/4"=1'-0" III MT WA.3 V GAP TYP J' THICK, 3 COAT CEMENT WOOD SHEATHING CASIO TRIM PLASTERMETAL LE G E N D IX TRIM MEMBER WRB LAYER 01, ®STUCCO TO STUCCO WRAP SIDING TRANSIUJIM LAYER 42, FOWIF15ER DRAINAGE PLANE (WRB TION WOOD SHEATHING BUILDING PAPER LAYER 01, STUCCO WRAP) SIDING WOOD SHEATHING WRB LAYER 02, FORTIFISER WRB LAYER 02 (FORTIF15ER — • — — • — BUILDING PAPER it s WRB LAYER 01, BUILDING PAPER) METAL LATH STUCCO WRAP METAL LATH x—x—x—x 1 i' THICK, 3 COAT CEMENT ! WRB LAYER 02, FORTIF15ER a STUCCO UWRRAP e�oY�P STUCCO PLASTER ; BUILDING PAPER WOOD OR '1/16' ZIP WALL 6'SELF-ADHER(NG METAL LATH CASING BEAD SHEATHING FLASHING ' 1 THICK, 3 GOAT CEMENT FLASHING DH R PEEL STICK SELF-ADHESIVE FLASHING — — — — VINYL ANGLED EXPLODED 9' CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASING BED ------------------------------------------------------------------------------ - - -- A J- THICK, DRIP GAP 1 SEALANT (CROSS SECTION) PLAS R3 GOAT CEMENT WINDOW FLANGE WRI5 LLAAYIL�P , METAL LATH STUCCO VINYL ANGLED ` °IOOO CCNSTFWTkmBEYOND CASING BEAD ' f uaov eWEAtWnx• a i MAIMER RESISTIVE i a WRB LAYER 4, FORTIFIBER • [R BUILDJNC PAPER : ; IIeATW[RR0616TIVE �♦ i WINDOW FRAME .l i WRB LAYER "2, FORTIF15ER METAL LATH �; 1 ?IMI 14WLA Glow � � \ �� ApWE� 1 / BUILDING PAPER ' /l I THICK, 3 COAT CEMENT I •' eEtr'ADW81tlN3 I ad PLASTER Ei I PLAeWm� s I U AT[RPEIWeTIVI E-Z BEAD VINYL CASING I STARTER GTRP UEATWER RESISTIVE i (W/-Y5' FLEXIBLE PVG BACKER ROD) 6'SELF-ADHERING �� \ �� BARRIER 10 FLASHING : I �` 4.11 eFL FERNG I I . QALV V METAL ` 'r FLA METAL i I SHING DRIP CAP z PLASHM I WRB LAYER sl, STUCCO WRAP, Ix r�IeMn aLAR 1 WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE I V / 6' SELF ADHESIVE FLASHING I CASING BEAD C9) WINDOW ;a o•TRIM R WOOD SHEATHING 15 C (FRAME, W/BAND) Al 4AP W)CALLKP4 2X FRAMOR APPROVED ING \\` /6eaAt+T \ MEMBER DETAIL BELOW EXPLODED CAAM SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME--------------------------------------------------------------------------------------------------- ------------------------------------------------ i ------------------------------------------------------ � 9 TRANSITION Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. ' METAL LATH PER SQ. YARD (UTILITY OR NOMINAL I WRB LAYER 02, FORTIF15ER ; LATH DOES NOT MEET SPECIFICATIONS) BUILDING PAPER I STTUCCO �P WOOD SHEATHING WINDOW FRAME WOOD SHEATHING 1 , WRB LATER 01, FORTIFIBER B6YOtO tIYWCT1oN ♦• ePyP.gpNERMG i i BUILDING PAPER i FLASWWM WRB LAYER 01, � �� I I THICK 3 COAT CEMENT i 0.EATW[R REe18TIVE I STUCCO WRAP BA""�� // DAMPER M TO LAP ; PLASTER MATH[R RESISTIVE / V MIN. ABOVE TOP , .. 1 BARRIER h / \ OP W FLA04W. ' I WRB LAYER e2, FORTIFIBER wUY.AAPMom \ ERR616TIVE URB LAYER "I,VINYL ANGLED BUILDING PAPER BARRIER'I ' CASING BEAD PLASWM _ \\ / �T ER �aenve i STUCCO WRAP I VINYL CASING BEAD METAL LATH STARTER STRIP ' \\ �� ' 1 THICK, 3 COAT CEMENT I I 'z FLA 8SWN (EXPLODED � &' WIDE PEEL a STICK I OR OVER FLANGE VIEW FOR PLASTER / WINDOW FLANGE CLARITY) oALvv METAL � 'z'FLA614 E' BBAAIYva�ST� ; E-Z BEAD VINYL CASING I 1 ' x 1. TRIMMAR OF r PLAAGWINS� I CW/%' FLEXIBLE PVC BACKER RO (� ZX FRAMING L.-Li Vom_ OAem Y• x ` eg�gTEO i MEMBER lW/96' PL[XIBL@ P'VG / UISOD TRIM FEM"It eACKeRRoo� �� 1 APPLY FULL SED OF SEALANT BETWEEN CASING BEAD 0 RAISED y "��""`' .I I PLASW1NO FLANGE BUILDING WRAP ' BUILDING Y/y �A� (FRAME) �7'ENT TER ;�:' ' OR APP"OVED SEALANT GAP WICAULKNO`'' WRAP 1 1 A �T � RESISTIVE ` iyTWL['RR I^ESIetIVE ' '.I'-0' [-z eEm vwn caesn - ------------------------ uEATWER RESISTIVE BARRIER q rW/%'PLExIBLE PVC BAdC[R ROD) r� 0 DING FRAME TO STUCCO —it TO FRAME [RRESIeTIV[ 16 A E Z BEAD WINDOW C AS I N G � � TRANSITION 1A 1 N. RONALD REAGAN 81 LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA e: 0003325 94 ;4 F IP IUDDIV. aBBOTT PARK LOT #16 BLK. #7 ROJECT* 04181.000-16071 MODEL: 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C CME �HdILD W TAKEN IN KEEPING THE VENT PROPERLY 4'. a' AND IS,' ALIGNED. VENT PIPE 15 SEALED IF "IJMD. NAIL IN PLACE SHOVNINPGMVM ED USING 1-1/Y NNLS AT EACH CORNER. ROOFING CEMENT 9HGULD EE APPLIED TO ALL 9HRIGLE EDGES NEAR THE OUTER EDGE ANDAROUND THE ENRRE PERIMETER AS NECK VENT OPENING IN THE ROOF SHEATNNO. SITE THE OPENING SI AOCORMNCE VdTH TYE RECONAENDED IN SEVERE V.EATHFRCM4TM CON9TRUCTON 20TEs. CHART 9NOWN.INTHEEVENTAMECFWN VENT FAN19 USED, SIZE THE VENT GPENING INACCORDMICE WTH VENT AN MANUFACTURE'S PIPING CONNECTON INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS AHEN CUTTING THE OPENING IN THE NNL9N `PERN INTERFHE OPE —SE NALI G OF THEW OFTHE OPENINGHE THAT THENNLING SUM OF THE VENT LAYS FLAT TO THE ROOF 9HEATiIN0.9U0E l THE TOP AND SIDE FLANGES OF THE VENT WAND UNDER 9NNGLE9. ALlOWTHE BOTTOM VENTFLAFAEB TOIAV ON TIE TOP OF THE 9MINGlF9. IF YI'� ROOF HOOD VENT DETAIL E, CUT HOUSe~ AT Ns' ANGLE MODPIND 4- CUT IN WOOD~ LINE OF WNOOW- OFnpdm APPROVED HOUSIS~ OVER SHEATHINS OVER uD STUD YIALL ZTALL SELF -AI R.A HIN NAILMS JAMES 7E1POISAIELT — FOLD -UP 4 SECUR HOWEWSAP TOR TUCK FLAP UNDER) At JEAD FOLD IN AT / \ I SLOPE SILL MO. TO EXTERIOR STEP 1 -"tz) STEP 2 EXTEND ILASHIFIO MIN IEEIU SILL F X LEXISW.E FLASNRNDI DO NOT SEAL BOTTOM --� PIN STEP 6 MPFWLT PLASTIC CEMENT MOLDEDAROUNDWEOF PIPE AND OVER FLANGE ALIGN PLAO MEI YU INT. EDGE OF SILL MO. IISCHANIDALLY PMM PANNED EDGM MAP NAILS,. STAPLES) ROTA" OUP'ONT PLO~ AS TN PLASHINS AT TII PLUMBING VENT DETAILS INSTALL V WDE ADHESIVE - MATIVISAL. OVER DW CAP JOINT (PROTECTO-WRAP ST-lon - Mo") STEP 8 "`� WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS STEP 9 OVER JOINT 4s INGLESTRIMMED2-S FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, AP -LT GO 142U (OI NOUA.) SEALANT . FLUID APPLIED M-ASNMa (LANCO LIMITS -SEAL TUC-N OR EOIIAL).. SLOPE SILL To IN mm L IT THE CONTACRS TOMOP"IIMLTY TO A PY THE COMPATMILITY OP ALL PRDRCTO MC A DING, HOL*at~. SEALANTS 4SELF-AC44gtNs MASHMO MATERIALS USED DLNRM C "TRJCTIOIL 2. INSTALL ALL MATERIALS PER MANIPAGTURERS WNTTEN SPECPICATIONS SEALANTS, MAY PEACT ADVERSELY P NOT COMPATUM.F- NOTE, LEAN AND SEAL JAMS TO SILL JOINTS WITH DOW 119E FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL SE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT "MIL L IT 16 THE CONTACTORS RESPGNMMtY TO YMWY THE =MPATSS.ITY OF ALL PRODUCTS 14MAMMs SEALANTS E 6EL►-ADFERMDI PLA04M4 MATERIALS USED DURMS CONSTRICTION 2. I'LASHINS AT EXTEItlOR WINNOWS AND DOOR OPENDW NULL SE METALLED IN ACCORDANCE WTH MANIFACTSlRS INSTALLATION MSTIEICTIOIN AND APPROVED METHOD U OF MC RTOSA 11 M ACCORDANCE WTI PM40TIPATICH MA IPACTURER's NSTALLATION AND FLASIIMS McTRJDTIowe. W1RltlGL SEALANTS MAY REACT ADVERSELY IF NOV CQ'TATId.G WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-7744078 www.abdesipgroup.com AA #: 0003326 1 SEEN y 4 FA k a k a II1 LI 14 swan►, al: I.oT: ABBOTT PARK LOT #16 BLK. #7 PROJECT# 04181.000-16071 MODEr1 4EBB "1828-CALIIT GARAGE OWWO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C // \\ / \ .. 1/9' TEXTURED \� FINISH * WOOD. 1/2' TEXTURED -------------------------------- --- ------ -!- i - - - 2x6 SUB-BANb FINISH • cm W/1'x4' NOTCH A METAL LATH r-------------------------------- ---- ' - \, END, WRAPPED IN PEEL t STICK METAL FASCIA WRAPUIOOD SNEATNMCs OR CMU — 1 DRIP EDGE WR6 LAYER 01, I -__ 1\\ \ � = STUCCO wRAP(FRAME ONLY) URB LAYER 02, FORTIFIBER EtU�E ILNDPAPER I/S' TEXTURED I _ _ j FINISH 0 WOOD I \\ 2Xe SUB BAND RooFING CEMENT 1/2' TEXTURED FINISH m CMU \ DRIP EDGE \\ \ METAL FASCIA WRAP Y8 FROM METAL KICK OUT -------------- -'4 STUCCO, I' FROM \ WOOD WALL \ i EXTERIOR WALL \ (FRAME OR CMU) \ \ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY \ ROOF DECK (BEYOND) \ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ®ELEVATION ®PLAN A /— 'l/S' TEXTURED FINISH /WOOD, 1/2' TEXTURED FINISH o CMU �! 2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL s 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 &'-S' O.G. MAX. 2x SUB -BAND WM'x4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLYFOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL ® WALL x x x x x x x x x x x x x , /4 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 FRAME OR CMU x x x x x x x x x x x x x WALL KICK -OUT FLASHING x x x x x x x x x x x x x x x x x x x x x FELT PAPER x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT x x x x x ONLY. FOR WALL OFF x SET OF COMPONENTS) METAL FLASHING, WRAPPED j MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/114'x4' NOTCH END, WRAPPED IN PEEL s STICK ROOF CEMENT B ROOF EDGE ED FOR SUB BAND DETAIL ® WALL GLARITY WIKICK-OUT MAY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdaelgngrouP.00m AA M: 0003325 J a m RR 00 H _Lj 8 DIV. ae LOT: ABBOTT PARK LOT #16 BLK. #7 PROJECT# 04181.000-16071 UODZTA 4EBB "1828-CAU" GARAGE AMINO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH 2021 1 SCALE: 1/4"=i'—O" 1 WA6 39'.8" 2V-8" 11'-0" 3,-4„ 15'-10" W-6" 9'-8" '.4" T-6" 36'.2" 0'-0" 1-0 F Q SLAB — 1 — — — — FM-12X12 FM-12X18 — 9 4"GONG. SLAB way rl \ F-24X24J 1, 0" a- r W3 1/2' LL \\\ \ 10 10,-0,1 1.1 \\\ \\`� EXTEND FM-127X18 — \ 4"PVC SLAB 1 1/2" L7 CHASE 1A \ \ \ I0101,I. \ \ 'O_ I TOP OF SLAB M. I. \\ I I \ . ;\ NI I \\ \\ LL I �\ I \\ I 15-8" \\ ' 5-0" ' I \, \ I . d to 1 L— — — — T E -1 I 5112" 4" 7'.8" 2.8" " T-05 I I N1 4 � I I N I , SIM. EXTEND - I 2 1A SLAB 11/2" ,., -----1 FM-12X18 °J IW 4" CONC.( SLAB i-7 SIM. 5 113' I 3,-5" 1/ I (y a-3 1/ 1/2" 1A 2 o J 11 'o 1,1 1.1 _ M 1 1A 1 MC-12X18 FM-FM F G12 18 4 F L 1.1 1d FM-12X18 1.1 J 4 2'-8" 16'-0" 2'-8" 4'-4" T-10" 1W-2" 14'-0" 214" 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. S. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES VWTH 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.GINDICATES #5 BAR, GINDICATES #6 SAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6.36'1, 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 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm - 2,000 PSI, TYPE ..M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND, 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED Y-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W1.4xW1.4 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 TE-1 8" SEE PLAN ttl' - s FM-12x12 12" CONTINUOUS 12" - (2) 45's FM-12x18 12, CONTINUOUS 18' - (2)#Us FM-t6xla 16, CONTINUOUS IS, FMC-12x18 17, CONTINUOUS 18" - s VARIES F-2424 4" 24" 1 s 8 MAY • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.774.4078 www.abdesigngroup.com AA #: 0003328 r c 6 $VSDIV. & LOT. ABBOTT PARK LOT #16 BLK. #7 PROJECT# 04181.000-16071 moDEIe 4EBB "1828-CALI" GARAGE SKIING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED ..�'..v 'T� STEEL REINFORCING IN GROUTED .°—r— ssv CELL SEE PLAN FOR SIZE AND Q CELL SEE PLAN FOR SIZE AND vs° 11 - SPACING REQUIREMENTS IL Q�Q SPACING REQUIREMENTS tI .j.�. — °�1 '. r�- °n. GARAGE DOOR W m U W� "-�"— Jv RECESS �g7� Kn' Q v FM—. °.° Z 8"CMU WALL O N 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR I I W W B" O ° i, m Z c�i .- a{y' I IN FOUNDATION WITH 3a' LEG EACH W = w t� +- 0'-0" WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB 70P OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS /r4, MATCH AMOUNT OF CONTINUOUS BARS ° I • �I CURB FOR • , i ' ' . EXT. PORCH SLAB p.., SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1 -STORY) 16' - .` - EXT. PORCH SLAB - VARI S SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER �- (m a I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET " ��p, AT ELEV. W/ 1/7' ISOLATION JOINT (WHERE , 6" CHAMFER (2STORY) #4 2w• W/ 1/2" ISOLATION O (1-STORY) 6" CHAMFER (2-STORY) APPLICABLE) Z SEE SCHEDULE #5 3a' JOINT(WHERE -. • APPLICABLE) Z 4 EESCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST `v AND BAR QUANTITY 97 42, N AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LND EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 GARAGE SCALE:3/4"=1'-0" rj CORNER BARS DETAIL 4 DOOR OPENING J SCALE: 3/4"=l'-a' SCALE: 3/4"=1'-0" Z (1) #5 REBAR VERTICALLY W/ CONC. U POURED CELL U CMU LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON 0_ #4 REBAR �24" O.C. CENTER OF NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT W� g SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN U Z W1 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING e l7 O U I 7' CAPPED O S & I NEW REINF. No 2 9WUDS SEE PLANS FOR GALVANIZED PIPE BAR O 0. SECURE BT. PLATE TO SLAB W/ SINGLE — SECURED W/ 2- PART C g SPACING. BTM. PLATE 1,74" WEDGE ANCHOR W/ 7' - W/FLANGE f� BASE a EPDXY. MIN. EMBED I TO BE PT. PROVIDE DEL. TOP WASHER SET IN HIGH STRENGTH r c• -+ ¢ 8 % UNO —4 PLATE EPDXY 5-1/2" EMBED. MIN. 0 16" OC a FOLLOW ALL MANE. = K SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. iv Ie _" 4" CONC., REINF. W/ k6' #10 W WM ON = USE AND ( BTM AND TOP PLATE Ar ~ S f MIL POLY ETHYLENE SECURE FLANGE TO F PREPARATION OF ANCHORS W/ tOC x 1 1!T N C7 W I VAPOR BARRIER ON SLAB W/(4) 1/4" X 2 1/4" O HOLE. COMMON NAILS FILL ALL (A = < -� WELL -COMPACTED TAPCONS J HOLES, 00 NOT USE 100 a > I` I . CLEAN FILL TERMITE b SEE SLAB SCHEDULE 1 TREATMENT SHALL BE cn +- 0'-0' ° S BORA-0ARE ,Q TOP OF SLAB • (2) CONT.#4 REBAR 4'CHAMFER (1-STORY) F 6' CHAMFER (2-STORY) a (2) #5 REBAR ON CHAIRS =AND Z z 1TMIN. DEPTH INTO WVIRGIN 2,000 PSF VIRGIN SOIL OR 95%ULE OR ENGINEERED SOIL > COMPACTEDSOILp SIZE SLAB HEIGHT LESS THAN 3'6' U PER PLAN BOLLARD ADDING BAR TO NTITY EXTERIOR MONO DEEP scALE:a4"=,'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL FOOTING W/ BLOCK WALL 'A' c V SCALE:3/4"=1'-0 SCALE:3/4-T-W (WI UPLIFT) SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16a COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 40' LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD VERIFY HEIGHT OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING g BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE g n. PROVIDE DBL TOP PLATE SECURE ST. PLATE TO PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TOI. O SLAB W/10tl MASONRY PROVIDE DBL TOP PLATE SLAB WS MASONRY NAIL ¢ W NAIL 16' O/C STAGGERED. ADDITIONAL METAL A 16' O/C STAGGERED. ADDITIONAL METAL a0 U � d CONNECTORS NOT CONNECTORS NOT K to REQUIRED WHEN NO REQUIRED WHEN NO O 6" CMU WALL cD UPLIFT IS PRESENT. UPLIFT IS PRESENT. ? LINTEL CONT. ) SLAB SCHEDULE 'OFILUREDL 8TVP )P ��w': - TOP OF SLAB Q SEE SLAB SCHEDULE ~~ - • . as 2X WALL FRAMING + 0'-0" TOP OF SLAB - [SEE •- SEE SLAB SCHEDULE 1/2' DIA. SIMPSON STB2 BOLTS 5" n ? n MINIMUM EMBEDMENT INTO _ TOP Of SLAB .a • "ISOLATED" COLUMN PAD GROUTED CELL, 4"FROM ENDS AND _a' a ° • CENTERED UNDER WALL AND cC 16' O.C. VERTICALLY MAX . —+�_ POURED MONOLITHICALLY WITH FOUNDATION AND SLAB 4 - SEE SCHEDULE ;i"--°'•"'"-T'T SEE SCHEDULE OR R SIZE EQ. EC SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY __--SEE FOR WXD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO MA'S INTERIOR CURB FOUNDATION WOOD WALL $ INTERIOR FOUNDATION WOOD WALL 9 SCALE 3`4..=J._. (NO UPLIFT) FOOTING AND COL. PAD '" SCALE:3/4"=V-0" BLOCK WALL CONNECTION 11 SCALE:3/4"=l'-a' I BDALE:3""=,'-a' (NO UPLIFT) L 1 N. RONALD REAGAN BL LONGWOOD, FL32780 PH: 407-774.6078 FAX: 407-7744078 www.abdoslgngroup.com AA #: 0003325 r 64 mm aysDiv. ae LiOT: ABBOTT PARK LOT #16 BLK. #7 PROJECT# 04181.000-16071 MODELe 4EBB "1828-CALI" GARAGE EWING: LEFT PAGE: DETAILS 160 MPH EXP. C DOWEL PLAN SCALE: 1/4" = 1'-0" d N. RONALD REAGAN Si LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 b m OVBDm Ae LOT ABBOTT PARK LOT #16 BLK. #7 PROJECT# 04 81.000-16071 MODEZa 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: DOWEL PLAN 160 MPH E . C of D TZ:: 5/05/21 scALM: 1/4"=1'-0" OHEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR HOOK GROUTED BOND BEAM VARIES PER ELEV. i 1441 N. RONALD REAGAN BLVD. g .4_ LONGWOOD,FL32750 PH:407-774.8078 FAX: 407-774-4078 lwwwabdesigngroup.com n AA M: 0003326 #6 BARS ■ 5 a b CLEAN OUT REQUIRED FOR INSPECTION Q 0] - : ° ( O 0'4' FIN. FUR. -� TIE RTICAL REBAR .. .-° TO HORIZONTAL FE o - REBAR W/ 10" HOOK % b O O BAR SIZE 48 BAR CIA._�c Z W 18 CMU UNIT DIMENSIONS O 24 io ARE NOMINAL SIZES U #6 39' ZI 36, 07 4Z' O MASONRY SYMBOLS HORIZONTALNERTICAL 3 SCALE:34"=r-a H REINFORCING m SCALE: 3/4"=1' 0" O qg A BUBDIV. Ale LOT 14 ABBOTT PARK LOT #16 BLK. #7 PROJECT# 04181.000-16071 g STEEL REINFORCING IN GROUTED MODEM CELL SEE PLAN FOR SIZE AND 4 PBB SPACING REQUIREMENTS LL7 L7 "1828—CALL" j GARAGE ewsxG: a 0 (1) m Z 8" CMU WALL LEFT g +.aa m TOP OF SLAB 4 TOP OF SLAB PAGE. SEE SLAB SCHEDULE W EXT. PORCH SLAB 4 CHAMFER (15TORY BAR SIZE 48 BAR DIA �' -'° 4 - DETAILS ") 1e- O W/ 1/Z' ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE #4 24•' 4 s APPLICABLE) Z_ MATCH STEEL #5 30, 6" PVC CHASE g I I REINFORCEMENT„ 1160 H EXP. C THRU FOOTING � i �K PER SCHEDULE #7 42 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxC. BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING 0 7 SCALE: 3/4"=1'-0" A NO 93723 DATE: 5/05/21 8CALJk 1/4"=1'—O" SHEET s1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-0i 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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. 10. 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 PSS36, .177" ` x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RZUZM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION Yc (P-0 SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM, TOP MID SIZE SPACING BBI MASONRY 3000 8x8 (1)p5 NIA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES L---------------P---------------+---------- -----� BF116 MIN: 1T/0M/1B IT-4 BTM. OF LINTEL 0 7'-U' ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" - 1'-U" d N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 k xd C 6 SVHDIV. & LOT: ABBOTT PARK LOT #16 BLK. #7 PitoizcT# 04181.000-16071 MODar1 4EBB "1828-CA11 " CARAGa 9WIN s: LEFT PAGZ: LIFT BEAM PLAN AND NOTES %160 MPH EA. C 07 Dw� 5/05/21 scwLM: 1 /4"- f-0" s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=l'-0' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. i 9 tAN�O NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. )F� F = FILLED W/ GROUT B B E U = UNFILLED IOMIHAL # OF #5'S, IN 2ND BOND VIDTH BEAM COURSE 16-1 T/1 �/c B NOMINAL—�� HEIGHT # OF #FS, TOP IT IS THIS ENGINEER'S INTENT ONO EAM COURS THAT XFXX -1TA MAB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX-1TNMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX. 1T11 M/DB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - ITAM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE-CAST31M" a WINDOW Z SILL m SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 scALE: 1 1n"=,,-01n'=r-a' TYP. BE BOND BEAM u'1 1#5 TYR &N16" m BOND BEAM ..'; 806 OBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR BOND BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8z8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY DPE"'"G-2' BEAM DESIGNATION OR 7 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=1'-0" LINTEL, W/O STEEL(L1) REFER TO PLAN FOR LOCATIONS Tno . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-lX' EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") S' FROM EACH END AND 16 O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4') W FROM EACH END AND SECURE TO SHEATHING W/ 1S' O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT 7116" OSB SHEATHING CMU WALL ARCHWAY FRAMING DETAILS 5 ( SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE 05 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77448078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 v, r 4 6 19LTSDIV. Ae I.OT ABBOTT PARK LOT #16 BLK. #7 PROJECT/# 04181.000-16071 MODELa 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH Exp.xf FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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. 10. 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 PBS36, .177"" x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, MAINTAIN AT LEAST 6' FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. CJ7 N J7--a--r— — u— CA CJ3 N It N 11 N N If It a gtl tl N 1 1(�` Y N IINII CJ3 qATTACH 40" LONG 2x $CAB TO N '1 s CJ5 = u ptl 11 x pnp TRUSS W/ 10d NAILS @ 6" O.C. N gxg pa a®� C.15 (4"XFROM EA. END) I D h w6—a =s�s�s�saaasa:�� I I 6 I I 1 I I I I I l a I I a l I 1 o�r�a�aa� I I I I I I xsx�x I .vsa:�I�aaas�x I av=�. I .a®a 1 xx�: I vava a aeSaaa®a®�:a�a�a aa�a�z�a��:aa�z�x: I I I I I I 1 I I I I I yes mxxays® s�z ,sassaaxa:a.= �a=m�ez 22 _max I I �AAc�ss xx�= I aaaaoa 1 aaa�x 1 �. 1 a=sa I =�= I IA FRAMING PLAN SCALE: 114"= l'-0" 9 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407.7744078 www.abdesigngroup.com L AA M: 0003326 o b avHDm as LOT ABBOTT PARK LOT #16 BLK. #7 PROJECT+ 04181.000-16071 MODELc 4EBB "1828—CALI" GARAGE STUNG: LEFT PAGE: FRAMING PLAN 160 MPH EXP. `. &W NO 93723 J D � 5/05/21 ✓SCA=i 1/4"=V-0" 9*mzT S3 ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE 0? 24" O/C, SUBMIT SHOP "ROOF/WALLIFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) lod x 1 J' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM2# 1100 UPLIFT SIMPSON TO B42) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNVALL/FLOOR TRUSS ANCHOR WITH NOTE; APT SYP #2 7' x TRUSS AND TRUSS AND x 2 1/4" (4)1/ "x SHEATHING tl x 1 NAILS TO TRUSS 10d x 1 NAILS TO 6', 8" x MAY ADDED E TITEN 2 ANCHORS TO HOR$" FASTENER SCHEDULE" DBL S DBL STRAP, i EACH SIDE WRAPS UP AND , GI GIRDER. PROVIDE 5" R NAILS, O W/ 10tl NAILS, 2 ROWS, 3" LINTEL CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 7' 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON x (16) 10d x 3 �' NAILS TO GIRDER AND 6", 8" x 4'�" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)16d x 3 �" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO A{1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4)1/4" x 2 114" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ,yx2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) t" x 5" TITEN HD TO CMU AND (12) SIDS CONT POURED LINTEL SEE ARCHITECTURAL }" x 2}" TO GIRDER 2x SECURED W/ (3)18tl GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10tl TRUSSES 24" O/C, 1x2, 2z WOOD FASCIA (2) ]" z 5"TITEN HD TO CMU AND (18) SDS }" z GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL TO GIRDER 12" O/C FOR REVIEW 2z SECURED WI (3) 16tl C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH C AND APPROVAL GALV. COMMON NAILS. (2) J' x 5'TITEN HO TO CMU AND (18) SDS }" x 3" 1x2 SECURED W/ lod MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM ,7• Q/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U.1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 7' COVER & 7' APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c SCALE: TYPICAL ROOF GIRDER CONNECTOR(S) 2a 2b 2c GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN LSTA12 20 GAUGE BRACE W/ (3) 12d 0 EA. TRUSSES WHERE W/ 10dx1/2 HOG NAILS TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT ® EACH END. TOTAL OF 10 COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING PER ELEVATION 0'-(" TO 30'.0" (1) N" BRACE SEAMS) —"— FLOOR 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x P7. PLATE GIRDER 6'-0" MAX (W/1X4) (1) "X" BRACE @ CENTER TO BLK W/ 1/7' DIA 2R 10--0" MAX (W/2X4) (2) 'X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH PER ELEVATION 2x WOOD FASCIA, STRENGTH EPDXY 6' lx4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC PRE-ENG FLOOR TRUSS BTM. CHORD BRACING, SEE SEC PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 5/8" GYPSUM BOARD OR 1l7' HIGH STRENGTH CLG. BOARD 7 V PLAN FOR LOCATION MAY NOT BE P.T. PLATE W/ 126s 8" STIFFBACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE w/ (2) >a> N H G I— REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ 16d TOENAILS (2) 10d's ® EACH TRUSS TO BE INSTALLED 0 DOUBLE TOP PLATE HTT4 W/ 5/B" A.B. WITH BTM. CHORD OF 19-0" O.C. MAX. MIN, 7'EMBEDMENT WOOD ROOF TRUSSES TO SLAB 8 (18) t6d x 2x4 OR 2x6 WOOD BEARING 2-1/7' NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM RED, BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING a. 1/7' GYP. WL. BD. a° -0 lx4 BTM. CHORD BRACING 6'" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN a COMMON NAILS AT EACH CHORD INTERSECTIONTYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END C V 7 GIRDER/WOOD POST CONNECTIONS SCALE:34"=1'-a' PRE-ENG-D TRUSS SCALE: 3/4"=l'-0" 5 FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE (NO UPLIFT) NOTCH DEPTH 114•D HOLE EDGE >5/B" plo USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2/5•D SGL. STUD OUTER 113 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 AND F2) LOAD CAPACITIES HOLE EDGE >5/e" 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, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO FI AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5'D DBL. STUD STUD NOTCHING 11 ALTERN ATE MATERIALS o AND BORING LIMITS 8 SCALE: i 1/7'=1'-0" SCALE:3/4"=,'-o" •i N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.com AA #: 0003325 F 14 m ILL ABBOTT PARK LOT #16 BLK. #7 PROJECT# 04181.000-16071 MODELa 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS lk.160 MPH EXP. ej 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No 2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3)'OP BRACE PRE-ENG GABLE TRUSS (1) "X' BRACE 0 CENTER (2)"X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYR TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. tx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, tx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12ds MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN SCALE:34"=1'-0 VTCR SPACING (1) AT EA AND 8'-(Y" O PRE-ENGINEERED VALLEY TRUSS CONNECTION L SCALE N.T.S. PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 12" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 3T OC MAX, SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's WO C.MAX TRUSS (TYP) Q 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2" SECURED W/ (2)10d's Q EACH TRUSS TO BE INSTALLED 0 10'-(Y' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL O SCALE: 3/4"=17 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-607S FAX: 407-774-4078 www.abdesigngfoup.com AA #: 0003325 J It N 1 yy 4 b m ac78Div ae IAT: ABBOTT PARK LOT #16 BLK. #7 P1tOJECT* 4181.000-16071 MODEL. 4EBB "1828-CALL" GARAGE 8RIN0: LEFT PAGE: DETAILS 160 MPH W. C 1 5 05 21 DATE: scALE: 1/4"=1'-0" SHEET S3.1B HIP ROOF ,F— K ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.90 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83,80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19132" STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STR SHANK ASTM 10d RING SHANK, 21/2' 0,131 F1667 SCR SHANK 170,000 RING (16-20 RINGS RSRS-OK Btl RING SHANK, 2 3/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 SO RING SHANK, PNEUMATIC 23/9' 0.113 F1667 ECREW-NAILS RSRS-01 KAY I tK UK I KUJJ ROOF SHEATHING EXTERIOR SHEATHING USE 1/2" CDX OR 7116" O.S.B. PLY WITH Ed RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT S' O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE RGOF SHEATHING ATTACHEMENT SPACING ZONE 1: 1Od NAILS ®4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS C 4" O.C. ON EDGE AND W O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD ND E: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS C 4" O.C. TOP & BOTTOM EDGES w J a Zo �o w z QU =o N 2 9 El Emm =00 I I - 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #8 7' DECK SCREWS 0 6"-8" O.C. MAX 0 EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING 1 TYP. 3W T&G 5UB-FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 40=2-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7.16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY Of THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33IC33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/1r. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARETO BE CHAMFERED 314". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0N43ROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES S BE TO OF A BORATE THAT LS OF 0.25 ST ALUM FORMWORK: SVATIVE HAL BE TREATED CO RR OBORATED TETRAHEDRALN(DOT).WOOD FOR STRUCTURAL USE 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 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE 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 BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, 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 WOOD TRUSSES: BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0° OC, EACH WAY. E 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 A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOAM: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" ROOF: LIVE LOAD FLOORLIVE LOAD 40 pef AND VERTICAL E TICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED REVW. 20 pef TOP CHORD - wo on iTW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD-nonconcunent #5 BAR - 30" #7 BAR - 47' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990. 15 pef TOP CHORD 20 psf TOP CHORD (7 psf w/ASPHALT SHINGLES) (10 psf Al No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 Pef BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE E CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Psf WALL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Psf WIND: DEAD LOAD SPEED=10) MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE (FBC EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTTICTIC WITHOUT STORAGE: tOpsi, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pst, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS' SOpsf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 5OW, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE, PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE MATH 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 THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI, BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM WILL . S RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. A 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. ALL INSTANCES, THE CONTRACT ASTM C-478 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS S L DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION E AT TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 paf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. 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 STRUCTURALSTEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM F = 36 ksi FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL ASTM BE S M A36/A36M• Y A500/A500M GRADE B F = 46 W. STRUCTURAL PIPE SHALL BE ASTM 53/A5 GRADE P - Y I E A 3M, G B, TYPE E OR S, Fy - 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 351ati. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 P31 REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MXDESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'q- PRIOR TO THE ADDITION OF PLASTICIZER, SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C91M OR MEASURNG MIXING, TRANSPORTING, ALL ANCHOR BOLTS SWILL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SMALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/7' FOR N6AND SMALLER Y FOR #0 ANDLARGER C FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-IrT FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIWnON &2£ TYPE aPAONG REMARKS APPLICARON 81IE TYPE 9PAGW REMMKS -PTFUR-0 CASE HAAOENEDCOL 9"QC OAAAOE ODOR E— I— TAPCONMABCNRY f1?EMBED., A"EroDST, MASONRY/GONG. WOL11fY'LONG. TO MABONRYXUNC. NOWASNER FASTENER 1,/2"EWEgST. T. DOORS SOD, SEE NOTE6 CASE HARDENt C(ML NAIL 11?LONG. 0'dL STAOOENFD W,NOONM000RI FASTENED ­0 IAAEC I,l,U11C. GARAGE OpOR &Ip( TO MASONRYx,ONC. �qA� ,M WASHER IXPANSOJ BOLT 18'dL ryC ONI 2a'aGlt?W) CEMBED.. 4'ENDg3T., 3'EDGE q3T. WINDWJBDCIt ,. PT.sEEN I CASE HARDENEOCOL rwL+va LONG. 0"OTC —DOORIFAsr 0 INTO MABONRYAwNc. METAL STRAP TO MA. RY lcouc. CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS E%r.8wN0 DOOR (21 v16-IXA "IPPO]If' ,1lY EMBED. 6'ENO. NON-BFArdNGKWO ,/T EXPANSION 6'ElAeE0. 4`E1D BWK2v Pi, SEE NOTEfi -lASHER FABTNER �CdC -T.,,,YCEWEgST. —TO—SLAB ?A. W/WASHER BOLT OST.,S"EWEO3T. 2F PTTEEL BJCK 0.,S8°PAFr21le' W LEND. dsT.,, 1(1' PT TOS--. SEE MOwA91Eft EKED EWE T,1 NOTE 8 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 MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR W TH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003326 J 4 ao o 0. a eU13DIV. & LOT: ABBOTT PARK LOT #16 BLK. #7 PROJECT 04181,00 -16071 MODEZA 4EBB "1828—CALI" GARAGE BMWO: LEFT PAGE: DETAILS 160 MPH W. C I OP D � 5/05/21 SCALE: 1/4"=1'-0" 8I°IEET S N1 FASCIA WOOD BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH 7Q STAPLES INSTALLED• FASCIA @ 16" O.C. MAX THRU SOFFIT AND J-CHANNEL AT NAIL O STAPLES INSTALLED HEM AND IN VALLEYS 1Q THRU SOFFIT AT NAIL I /SOFFIT HEM AND IN VALLEYS / STAPLES INSTALLED @A--r 12" O.C. MAX (INTO ® FASCIA 7mi-CHANNEL(a) OO OOD) IN J-CHANNELT ill DETAIL A FASCIA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) 2X2 WOOD BATTEN 10 IATAPLES INSTALLED O CH SOFFIT AND -CHANNEL AT NAIL HEM ND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. NELO J" MAX.-.rI lo- DETAIL DO STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT---1 Q3 J-CHANNEL J, � r'1CTA 11 C J—VFlP11V11CL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN SOFFITS �.� SEE DETAIL'A' SEE DETAIL 'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) SEE DETAIL'D' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING ('TRUSSMO / BY OTHER EMB. 1X2 WOOD BATTEN 11 OFFIT iD �J-CHANNEL ® DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER rTRUSS/JO LOCATION NOT TO / BY OTHER EXCEED 24" O.C. INTO O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS Q 11 1X2 WOOD BATTEN /-2X2 WOOD BATTEN 9 08 INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7Q WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) /-CONCRETE/CMU OR WOOD (NOTE 1) ,VE WIDTH DOF /ERHANG) CONCRETE; CMU OR WOOD (NOTE:1) 3Q J-CHANNEL i„ DETAIL C J-CHANNEL .08 DETAIL A 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7Q WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 12 A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.com AA 0: 0003325 L k > NM SVHDIV. de WTI ABBOTT PARK LOT #16 BLK. #7 PROJECTp 04181.000-16071 MODEL• 4EBB "1828-CALI" C;ARAOE 9WD9G: LEFT PAGE: SOFFIT DETAILS %160 MPH EXP. C DAA E rr 5/05/21 SCALE: 1/4"=1'-0" SHEET SDI %P cw Lt� G