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HomeMy WebLinkAbout7741 Broad Pointe Dr99 0 3EKB -KEYSTONE1405 mmmowl 9 9 M ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATANDIONAL H THE OF ZIE RODE, RHILLS ORDINANCES HOMES JUL 0 6 7070 REVIEW DATE CITY OF ZEPHYRHI PLAN EXAMINER 12602 TELECOM 1:)Ft1VE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 0 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .! B Mam CODE. mimmomm, ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 �L XAL (ym� -ALL IACIL AND STATE CODES • OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB ' IQN. INTERIOR FINISH — CLASS B • BASIC WIND SPEED — VUIt=160 MPH Vasd=124 MPH • URE EXPOS — C •I —STORY RESIDENCE — •2-STORY RESIDENCE - MAX, HEIGHT AS PER LOCAL AC ALT. ALT. AMP. BD. CL CAE. CLG. CLG. CONC CPT. C.T. D. DEL. D.G. DIA. AIRCONDITIONINGMUM. ADJUSTABLE E ALTERNATE AMPERAGE BOARD CENTERLINE cAENEr CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER M.C. MFR. MIN. M.T. MTD. MIL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR P.T. LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED OVMM DID SET [ISSUED ARCHITECTURAL SHEET DESCRIPTION MAIM ADDED LED LOITS TO M:ITC413N 1 BATIIa00P16 PER MaaC e0LLE8 PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN OSRUIa ADDED EXTENDED OVERNaYs AT REAR DOOR 01/02/19 ADDED eOLLa¢D Aim REMOVID SNRR DOOR N o.6ATN OSl12M REVI6ED LARGE DM1D BELOW sro aas To 6' eANp 10 MATCH C+aQAfaE Oa�26/NJ FRNhEW4LKREVISIONS � � �� �'D LAYOUT t®/e A ADDED 4' TO CL06ET N eEDRDOM ri OI/OIRO REPLACE LISP CONNECTORSURTHSIM%ONSCONNECTORS AND STATE CODES DIM. DISP. DP. DIMENSION DISPOSAL DEEP R.RISER RAD. RA.G. RADIUS RETURNAIRGRR,L PG DI —DETAILS 0W40 ADDED OPT. REAR AC LOCATION • STATE OF FLORIDA D.S. US DOOR DETAIL DT REF. RM. RO. REFRIGERATOR ROOM ROUGH EXXTGUR PG D2—DETAILS SQ.FT. CALC.'S PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA A o.93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 Dw: EA. FELEQ V. EXH. EXT. F.GIFX. F.G. IN. FLR. FLUOR. PTO GA GAR. DISP. G.F.I. GL. GYP. BD. H.B. He. oSHWASHER EACH ELEVATION EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT F�� R GAUGE GARBAGE DISPOSAL GERRUFAULT CIRCUIT MTERAUPTER GLASS GYPSUM BOARD HOSE BIB HHEADDERcoRE S.C. S.D. SET. SHTHG. SHWIL SIM. SL. SL. GL. STD. sws TEMP. TEX. T.O.C. T.O.P. T.O.S. TYP. U.N.O. V. SOLIDCO E SMOKE DETECTOR SSHEETINGLE HUNG SHEATHING SHOWER SIMILAR IL SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR ROOF PG D3—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS I,4 LIVSIG 0S $a FT. 243 BG:. FT ENTRY 20 Sa FT Tina- [+mb8 ISa.F7. 8x10 PATIO 80 $Q FT. STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INSUORHT INSIULATION GHT INT. INTERIOR WD. WDW. w/j WITH WINDOW WATER ER PG SlAA—DETAILS PG S1.2—DOWEL PLAN IF ANY ASPECT OF THE CONSTRUCTION (A3 PG S1.2A—DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2—LIFT BEAM PLAN AND NOTES IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S2.1A—DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3—FRAMING PLAN INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.1A—DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG S3.iB—DETAILS MANs IN NER. AS DESIGN GROUP TA IN A NOTIMELY PG SN1—DETAILS RESPONStB M FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.com L AA 0: 0003326 fj N R l If ' O s 6USDM as LOT: ABBOTT PARK LOT #2 BLK #10 PROJECT 04181.000 02104 MODEL: 3EKB "1405-KEYSTONE" GARAGE 8WWG: LEFT PAGE: COVER SHEET 160 MPH EXP. C Dw� 05/12/20 8C#.XM 1/4"=1'—O" ez;EET C1 GENERAL NM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6ih EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 8rtE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE, CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL (EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 2WINUTE 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 OWMETALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 14INCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT 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: 1. NATIONAL DESIGN SPECIFICATIONS I NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TP11-2014) 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 ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITI-11W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5, ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR h1N00 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. FIE RESISTANT CONSiRUC71ON UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/7 GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. MAY It N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA A: 0003326 � :a L � !r z r g SUDDIIV as WIA ABBOTT PARK LOT #2 BLK #10 PROJECTy 041 1.000-02104 MODMIA 3EKB "1405-KEYSTONE" GARAGE 8WMO: LEFT PAGE: GENERAL NOTES %160 MPH EXP. C DA 05/12/20 SCALE 1/4"=1'-0" SiIEET GN -/-14'-8' BLDG. HGT.y 6' RAISED BAND MP.) COACH LIGHT 6' RAISED BAND IMP.) v FRONT ELEVATION SCALE: 1/4 R I'-0' TEXTURED FINISH NOTE: UTALL FENESTRATION FLASHING AS PER FBCR R103A Of MTIIE . 15W SQ. R. NRfRn VFf/11UTpE1MFA REWIRED Lam PFWWFOVFNTIUTION MPU • • 15®/3RP S.DR ENIlUT1pNMRFARSO.INCX6 PEP R.(1N1 • RE.3250.IN. MIN. REWIREDVENWVON . 5R —v IN WPER PORTION OE MTPC 3Q.16 IN. OW PIDLEVENNUTRJNMREM . 11650.INPE0.VEN1 362.16/116 IOfMERW VfNR 0.EgIRREO • 3.11ffi TO,MI I,.— —.KO •MRUOf MTI1C16TXF Df WMIE0.0f TXE ROUSE, lE4TXf OVEPXANG EIOERgRW WALLTpfIE1NROP Of WA NOOVfRXMN05ING2Nf0 ■ I 4D i0 3� 9 SINGLE LITE REAR DOOR 0_0'F�N.FLR*_ 0.0. REAR ELEVATION SCALE, 1/4 • 1'-0' TEXTURED FINISH 12 OFF RIDGE VENT OFF RIDGE VENT 8'-0' BRG. HGT.s, _ _ _ _ _ _ 8'-0' BRG. HGT. El 4D i0 M. 0'-0' FIN. FLR -�-- ------r------------- -------------------------------'-- ------ ,�0'-0 LEFT ELEVATION SCALE, V4 - I'-C' TEXTURED FINISH OPP RIDGE VENT OFF RIDGE VENT S'-0' BRG. HGT. 8'-0' BRG. HGT, 0'-0' FIN. FLRi, I I 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH FLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-7744078 www.abdesigngroup.com AA is 0003326 tR z } N Ei sysarv. a. 2,074 ABBOTT PARK LOT #2 BLK #10 pnoi .CTp 04181.000-02104 UODE I: 3EKB "1405- KEYSTONE" GARAGE BT U40: LEFT PAGE: ELEVATIONS ER C EE 160 MPH EXP. C 3 D � 05/12/20 BCALM 1/4"=1'-0" BHEMT A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e USV OUTLET 20 AMP SNOLE POLE IIOv OUTLET WV, OUTLET Vl OF OUTLET SE® TO SaTow oR IWV OUTLET IWIMPEO WRIA/D PAIL PaERIPTER (TAPER PIEWTANT TTPE) E@ 2MV OUTLET (4) WM CONNECTION WWI CPI ma waTEllROOF OUTLET ORONC PALT NIEMJrIlR GuarcW SWITcw &-IUAY OPER �4 OUNTCH 4-WAY OPER Lim �J wY11'gMED L1611f CEILING. LOW © LED CL6 LOW Lip VAPOR ©� PROW L.IONT O VP VAPOR PROOP LIST ORSxSSSO CAN eVw FAN I an PER ea R. VRNT. PAN OKENT I QM PER SO. R. F04 raPtey Too sr 2-WAA IRRAI• ® AC110 (REQ 1 2-114.6 AROUND (SUIRr IMTJ r—y 2' FLU01lSCBIT 4' R{IOI@Scow pJ"�1 W—w—+ti�4 GO G W AIACK LIONT PANEL METER O S.D. 030IE OEIKTOR sAti. wAEI[.Il• WILMaEWWEE SD. 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END e1 a-Twn BY eUM.T.M. • Tafi OF LtlNTMO MINT Y EaROY JENT TTPE PER OUTLET FOR DW HOOD WIRE W/ OUTLET FOR FUTURE MICRO. METER FIELD VERIFY LOC. LIGHT I GATION LET • APP. SMUG ELECTRICAL PLAN SCALE: 1/4' a 1'-0' I I I L LED LIGHTING ® SINGLE LAV. •SAN•2 PANEL: A PANEL: 42crt breaker VOLTAGE:120/240V-lPh RIUN: ISO Amp M.L.O. FEEDER: 3. 910 CUTHW4N & 1-0E Cu(G) In2• C. OR 3-NN AL ThMl N & 1-#4 Cu (G) InY C. Pa• al• ovoid on sl • amut avast w•us am1 mn w INN. w1w 2 N AICAHFt 10 RVA a as% 44N 1 3 2 4 4400 N.C. AICCMA 40 1 _. N 2 N Ra 12000 7 e 4N0 Wa-r Xwa zs 2 Ho iM4 2 3o uyw saN 4 Ro Iwo V r-OFl N 1 H2 11 12N OFI 4N 13 14 I= Oak"abrOFI m 1 H2 1 20 s—.l C.l Man•.. W.—AFcl Goo is Re I= m, 20 1 e12 1 20 &..J I= 1) to 14N EMaM lmk—s N 1 H2 1 is (M— Udd aw W Ma 400 to m I S—lApplW.. m 1 H2 014 1 14 L R-mR .MCI NN 21 22 Iwo 1•N a/tAu, .W.OR m 1 H2 H4 1 14 son,— us,, 400 a N 000 O %ft -ntlM —w, 13 I H4 H4 1 13 awn. 4R{l .w Rc I.. AFCI 4N Is 2e 4N 2w Fka XH 4.w R« is 1 H4 H4 1 15 9 .N --w Rw AFCI 400 v 26 Soo maua 13 1 H4 H4 1 Is atla,.N -ENR-[l4 =• Cl 400 N 30 000 Wtl-.r 13 1 H4 H4 1 1. F Eq .AFCI 900 31 w 12N O.a 13 1 H2 93 M 37 3e n & 30 41 42 LMA. mtleneM aGla..kl4Hont lal. Y400 21TN Lowa mtl-maMfsta 4ecul-tlaalpn. Oemand Factor Calcubdion.: ABBREVIATIONS: MCI: ACFMLTCWaR NTRRUPTER Na NONCONCIOE11TL1110 M: OROIHDFMILTNIERIsjMR T-w low. nmamntll.-m• sTSN RnG t00N Tw.ato0% 1NW0 Ren-NN x•tl..140% INN TaW A/C i•.d 1 bf4m 1 LOAD CALCULATION IS EASED ON AIC NON.COINCIDENT LOAD TWI C.nreot•tl Low Wa- 30N0 Tow Aeq•(wb I21owa) 12aa OemMlL MNI &Rea table Loea T•N MC 8 F--t OanN Ita a Rs 3W/Sq.R. XHN-a 1 at85WA) Mat100% OHrr1 Ckwt tl.nar Lh a R-c PUW A 12 �7 1405 4215 05 1 4250 Tohlwalb 4250 LED LIGHTING ® SINGLE LAV. OWNER'S BATH 150 AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6LH EDITION (2011 LOCAL. CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. S. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER C0MPA TRANSFORMER GRADE PROVIDE 50 AMP, 120/240 VOLT, I PHASE SECONDARY. ELECTRICAL SERVICE. PROVIDE 3 81 COPPER (CU) IN I-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 -2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED SY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO DID. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOAD$: 14$83 VA 30M VA • WV%, REMAINDER • 3b% NET LOAD: 6,949 VA RANGE: 12,000 • T0% SAM VA DRYER: 5 0" • 10% 391D0 VA TOTAL 18,849 VA NEUTRAL AMPACITY. IDAM / 240 a 18 A 4 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 302/0 CU, THWN . 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN 4 F6 CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 180AIZP MCB TELEPHt7NE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ISO AMP D/240 VOLT I PHASE MLO PANEL CAS)LE TELEVISION SERVICE ENTRANCE EQUIPMENT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.774-6078 FAX 407-774.4078 www.abdeslgngroup.com AA N: 0003326 Il c Q lit aVHDm as Lotil ABBOTT PARK LOT ##2 BLK ##10 PRommp 04181.000-02104 moDELa 3EKB "1405- KEYSTONE" GARAGE SIRING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C M 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER f.211cm-T ST 05 12 20 ELECTRICAL PROVISIONS OF THE FBCR 6tH ATE: EDITION (20I1L CALE: 1/4"=1'—C 5/6" DIA X 8 FT LONG COPPER CLAD GROUND ROD E1 2X4 TOP PLATE 7PNE-FAS TRUSS wr TIMO� 2MULAAV WAT 1/2' CLCs. BOARD AP M6D 6Tl Caw Fm Dseca.Y TO MA60NW 2.6 P.T. MD ATTACW MD TO I" 1 STUDS IN Gau A6 FM PARTITIONS SUPPORTING W-rowvAIL 1m 14' DRYWALL WALL HUNG PLUMBING CA" AxoMMAL GRALAW 4 MAC41e RM I."I N. RONALD REAGAN BLVD FIXTURES AND WALL WATHM67 P LONGWOOD, FL 32750 CABINETS SHALL BE NOT iy,,,,M,,.,,, tea, FAX: 407-774-6078 o7a7aao e LESS THAN 2x4, WHERE a„ oav M1YI SECURE DT. 2X4 WOOD SPACED NOT MORE "• •�r. � MD. FMTEAD To AA N: 0003326 nMAac IMIRAOCCM www.abdosigngroup.com ATE TO SLAD STUDS •24' THAN I(v O.G. OR, NOT Moon ages V= JAPE F411 OL. F'R70a¢r GIALY.. WW=U oeewaao Dose W/ Wd MASONRY LESS THAN 2x6, WHERE NAIL • 32. Oa SPACED NOT MORE ^�O °L1� veRnTRAM I'm er ones MIT TR TO MAXW THAN 24' O.C. TRAM§Pt*AOQM Mw 'tl011 Moplcr . SLAB APneovALleea FIN. FLR 2 GAS LINE THRU HIACK s GARAGE DOOR JAMBS "''" D1 SCALE: 11/2'•I'-V' TYP. INT. WALL NON—BRG. D1 SCALE. 3/4'.I'-0' OVER M30 FELT PAPER VERGLA88 SHINGLES FIDEWSLASB SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION 2X4 SPF 24' O.C. MAX. SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING, DETWEEN TRUSSES FIBERGLASS SHINGLES g S :. 3 Ic 1`I15ER43LA88 SHINGLES OR SYNTHETIC RB05.0 ON J' O.SUB. PER STRUCTURAL DETAILS OVER W FELT PAPER OR OVER 90 FELT PAPER PRODUCT, INSTALLED SHEATHING OR;' CDX OR SYNTHETIC SYNTHETIC PRODUCT, PRODUCT, INSTALLED PER SECTION R805.0 PLYWOODC R D ER METALLED PER SECTION PER SECTION RW511 ON �' 0.8U5. SHEATHNG STIFFDACK AT ALL UPRIGHTS SHEATHING OR }' CDX ON J' OAU5. SHEATHING 5/8' GYP8IAM SCAM OR CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE OR }' GDX PLYWOOD OR 14' HKMH i'-0' �'•0' FASTENER SCHEDULE PRE-ENG WD.TRUSB SECURED PER STRENGTH CLG. rYP. rYP. MTL. DRIP EDGE FASTENER SCHEDULE DOARD REFEMTL. DRIP EDGE OUa. OUa. EVATION STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER yo ELEVATIONS ELEVATIONS Z' SEE ENERGY CODE FORMS FI CONT. 2x RAT RUN SECURED PER // O PRE-EWG TRUE INSULATION R-VALUES PRE-EWA TRUSS VENTED SOFFIT STRUCTURAL DETAILS / VENTED SOFFIT i MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE SEE ENER0 RUES �J PER ELEVATION PRE-ENG. GASLE TRUSS SEE GA TRI.I88 i -m• WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER TYp 2x FASCIA PER ELEVATIONS 0A. ELEVATIONS 2x P.T. SECURED 5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECUREDR-4.I INSULATION STRUCTURAL DETAILS PER STRUCTURAL DETAILS ER VENTED SOFFIT VENTED SOFFIT HIGH STIE:NGTHCLG. DOARD WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS R-4.1 INSULATION 14' THICK, 2 COAT REFERaNCE AS'ATIONS PER TURES PORTAND T TER STRUCTURAL MANUFACTWINDM SPECIFICTACHMENT APPLIED RENCE DIRECTLY TO MASONRY Ix2 P.T. FURRING STRUCTURAL STRIPS • 24'Cr_ 1/2' THICK 2 COAT PORTLAND Ix2 P.T. FURRING 8' CI'AJ CEMENT PLASTER APPLIED STRIPS • 24' O.C. 1/2' THICK 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THICK 2 COAT 1/2' GYP. WL. SD. CEMENT PLASTER APPLIED 14' GYP. WL. 50. PORTLAND CEMENT CMU DIRECTLY TO MASONRY WOOD SASE PLASTER APPLIED WOOD EASE DIRECTLY TO MASONRY 0'-0' FIN. FLR. L 0'-0' FIN. FLR 0'-0' FIN FLR 0'-0' FIN. FLR a B• cm a a W/ 4 WINDOW OPENING TYP. WALL SECTION 4 W/ WINDOW OPENING SECTION , H le BALL NO OPENING NOTE: NO OPENING PER SECTION W5.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4.12 A aysaly aM�oT: ABBOTT PARK LOT #2 BLK #10 P1tojzcT* 04181.000-02104 MODRIa 3EKB "1405-KEYSTONE" GARAGE EWING: LEFT PAGE: DETAILS 160 MPH EXP. C (j)1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM %6'�1—STORY GABLE BLOCK WALL D1 SCALE. 3/4'•I'-®' IS REQUIRED. FOR ROOF SLOPES D1 SCLE A, 3/4'"r-0' OF 4:12 OR GREATER (1) LAYER o^ UNDERLAYMENT IS PERMITTED BUT 1 L MUST BE PER ASTM D226 TYPE II, l ASTM D 4869 TYPE IV, OR ASTM D 6151 A. No rppDA 05/12/20 BCALM- 1/4"=1'-0" B*Ec= D1 ran 2X6 P.T. • CENTER OF DOOR HEADER SECLMO WV (W V2' X 8' J-BOLT WV 4' MIN. EPENIP ENT WV 2' X 2' X N' WASHER 4 NIT OR W( (2) VW X 0' ANCHOR DOLTO WV 2' X 2' X VS' WAOFIR NWT m m SECURE 2" O4 RAT TO SIX m WV MA*QWr NAILS. 2X6 GARAGE CM III= SECURED WY (5) In' X 0' J-BOLT OR ANCHOR ® DOLT*. WV 4' MIN. B'IDEDT'ENT, WV 2' X 2' X Val WASHER 4 NUT. (U WTHN 0' OF TOP. (W WTHN N OF THE gTK (3)EVENLY SPACED. m m m m 10 a m NOTE& ALL ANCHORS SHALL BE N ACCORDANCE TO MANFACTRER'8 N*TALLATION MSTRWCTIOW WHERE MLAC" MaTOACTIMS ARP WNW enawaT GARAGE DOOR I_ BUCK ATTACHMENT sex.. __ 6' CMU K' DRYWALL I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR %`X4' MIN. SECURE THRU FRAME 4 EXTEND 1 Y4 INTO BLOCK W/ %' TAPCONS El DIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WT14IN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5 4 DOw TO BLOCK +9 4 OR +5 A SCALE: N.Th. 2X4,m SECURE TO BLOCK W/' TAPCONS OR (MIN. SWANK SIZE .145IN, H00 MEAD SIZE 3 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6,m SECURE TO BLOCK W/2-V&' NS( TAPGOMM. SHANK SIZE SIZE 145 MIR HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 g, CMIB' O.G. MAX SPACING. WALL DRYWALL 2Xg,m ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK WR-�1(s' CASING TAPCONS (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN, EMBEDMENT I Y4) TTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS, 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAI® TO BLACK +1-1 2' WBMW TO BLOCK USCALE, KT 8. +1-1 " 2X4m SECURE TO BLOCK W/ 11((,' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN ' OF HEN � B EAG D IV O.G. MAX SPACING. P1OTE, STRUCTURAL 2X 2X6= MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE BLOCK W/J-�1(r' NON-STRUCTURAL Ilfr' MIN. (MIN. SHANK SIZE 145 M15EDMt:TIT INTO BLOCK EMBED MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT I Yi) ' DRYWALL WITHIN W OF EACH END • I6' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILERSECURE TO BLOCK W/2:jy� .'O.S.B. X 4'MIN. TAPCONSDOOR (MIN. SHANK SIZE .145MIN. CAGING HEAD SIZE 300DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4)AITACH TO 2X PER WITHIN 8' OF EACH ENDMNUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TID BLOCK +1—!S/1�' C CK + —15 8 E, N.S. 2X4,m SECURE TO BLOCK W/ i(s' TAPCON8 (MIN. NK SHASIZE J45 MIN. HEAD SIZE JIM MR EMBEDMENT 1 Y4) WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WA-V&' NON-STRUCTURAL Rlis' TAPCONS TAPCCN MIN. 1-Y4' (MIR SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) g• CMU WITHIN 8' OF EACH END 4 K' DRYWALL 18' OL. MAX SPACING. MAX t>o OR I'X2' P.T. NAILER SEC6T0 BLOCK W/2-)16'tT;TACA CASING TAPCCN (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4) TO 2X PER WITHIN W OF EACH END 4 MANFACTURES DETAILS. IB' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)4") �111NDAMB0W n TO B�KK+22114}� �,VOCALR, N.T.S. 2X4m 6ECUIlIE BLOCK W/'W STO TAPCON (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X OJC=MAX BPACRIG MUST BE ON OUTSIDE 4 2X SECURED THROUGH SECBLOCK W/2-TXr'TAPCON NON-STRUCTURAL V-' TAPCONSE GO MR I -A' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT 149 DRYWALL WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING. ❑ 'X4' OR I'X2' P.T. NAILER 2X84m SECURE TO BLOCK W/2-V TAPCONS DOOR CASING (MIN. SHANK 812E .145 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END • ATTACH TO 2X PER 16' O.C. MAX SPACING. MANUFACTURES DETAILS. ,n,s, eww r,ssoso To,S,s�,4,s,oe „or n,moxr, DOOR JAMB TO BIACK +3' v_� ----WINDOW TO BIDCK +3" ll'DCALE, N.T.B. 2X4m SECURE TO BLOCK W/ V&' TAPCONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL. 2X IV O.C. MAX SPACING MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/J-%' NON-STRUCTURAL %' TAPCONB(MIN. SWANK SIZE TAPCON MIN. 1-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 g, cm WITHIN 8' OF EACH END 4 Yj• DRYWALL IVOr_ MAX SPACNG. 2X8:= I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK UA-%' 2ND 2X SECURE TO TAPCONWMM. SWANK SIZE BTRJCTURAL MEMBER 14.5 W/l2A2d WITHIN W OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) CASING WITHIN W OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING TTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMBS TO BIACK +3' F. w B +3' ALE, N.Tb. 2X4m SECURE TO BLOCK W/14' TAPCONS(MR SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE, STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 18. OZ. MAX SPACING. SECURED THROUGH 2X6,m NON-ST181CTURAL SECURE TO BLOCK WA-1/4' TAPCON MIN, I-Y4' TAPCONS(MM. SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 30® , CMU MIN. EMBEDMENT I Y49 ' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X&v SECURE TO BLOCK WA-1/4' Y.' 0.80 X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 OOR CASINGMIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 16' O.C. MAX SPACING. MANUFACTURES DETAILS. „o,s. s,s+r •�so m rues ars rte T Dcm A. DOOR JAMB TO BLACK +3-7/18' WINDOW TO BLOCK +3-7/IS' " SCALE, N.T.S. 2X4m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE .145 MIN, HEAD SIZE 3" MIR EMBEDMENT 1 Y♦') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X BOG, MAX 8PACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGHy� SECURE TO BLOCK WA-1/4' NON-STRUCTURAL aD' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR•L EMBEDMENT 1 )14') 8' CMU WITHIN 8'.OF EACH END 4 V DRYWALL 18' O.C. MAX SPACING. a I'X4' OR PX2' P.T. NAILER 2XS4 SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') DOOR JAMB OR WINDOW WITHIN W OF EACH END t TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, &HIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" iv1 WDdDOw TO BLACK +3 3l4' as SCALE, N.T . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX* 407-7744078 www.abdosigngroup.com L AA 0: 0003325 J C J � o BUDDM & I401: ABBOTT PARK LOT #2 BLK #10 PROJECT 04181.00 -02104 LM[oDELLA 3EKB "1405- KEYSTONE" GARAGE 3WMQ: LEFT PAGE: DETAILS N11160 MPH EXP. C D � 05/12/20 SCALE: 1/4"=V-0" SHEET D2 OLPOLD MIMIO •PT.A ®►alo OL-N1AlO M.A s CIEAff " R. a ■ CREAN - IR. c Off' 02M OVlRAP f�1 f1flATialf0= ALLT rrTs( A• OG. MNL OLrQ.O NIAIb"rT.A ]. CfaAN • PT. • FLo ® LrOLD NWp•R.A * ofeAN " PT. it f. CREAN • Pr. c l raw PT. c mom Pr. •TV R.0 TcLown eorron (LArm -1 js;�ll 1—;K�> L aATm Tow UAL, RW.02 as OR. 3 COAT CEMENT aweA Vr 7 COAT KICKOUT DETAIL ele awe ON.T/ ar" as n f.a.0N1 flap Oak wo. AMOW ONLT1 I • ■ORcm mm AIL) la,e. Turn NAL (mo aA fa.wlf oc (e. a. NRYl1(la(OIR AT aORa1 Q' fOa� r11fIYaCif11M WOOD SHEATHING OR CMU WRS LAYER "I, STUCCO WRAP (FRAME ONLY) {' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB I TAPE OVER ROOF elI 4POCFn 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.TA LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R"103.1.1 / ASTM C-547-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-174 3078 FAX: 407-7744078 www.abdeslgngroup.com AA #-, 0003325 Z c OU13DIV. & LOT ABBOTT PARK LOT #2 BLK #10 PROJECT/P 04181. 00-02104 MODEI1 3EKB "1405- KEYSTONE" GARAGE EVnNG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C YAI a 05/12/20 SCALE: 1/4"=l'-0" m WA1 STUCCO FINISH h' SELF ADHESIVE S OVER TOP 4 SIDES SELF WOOD SI•EATHNG FLASHING LAYER °I. UNIT BTuccO'F' LAYER 4, FORTIFIBER 1"I N. RONALD REAGAN BLVD PREMANUF. DRYER BUILDING PAPER LONGWOOD, FL 32750 VENT CAP (SET IN METAL LATH PH:407-7746078 CONT. SEALANT) WDDD —T/6• TExTmD FAX:407-774d078 GONSTRJCTION f tMIBH * WOOD www.abdos18rigroup.eom AA #: 0003325 FASTEN TO WOOD STRUCTURAL P19-MM • I'Oa MAX SEALANT* TOP t SIDES B cm K' TO )f' Mua-WALL DRYER VENT (BLOCK) + E •' WOE STRIP SELF Si; ADHESIVE FLASHRX°, CLEAN MASONRY BEFORE APPLYMG un BUILDING PAPER MASONRY OVER'QUICK FLASH' HORIZONTAL WEEP SCREED — (FRAME TO BLCCK� PIPE THROUGH - - WALL 1 r 4 0 O 11 FF, 6' SELF ADHESIVE FLASHING (NSTALL PER MANUF. SPECS-) B' BUILDING PAPER UNDER 'QUICK FLASH' YWRAER 44 CUT OPENING IN STUCCO P APPROVED HOUSEWRAP FOR BOX INSTALLATION 4 el, CUT 'X' INTO 2 A VENT PENETRATION WRB LAYER STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING SCALE: N.T B. APPLY SELF -ADHERING WOOD SHEATHINCs MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER h STEP #1 STEi� #2 APPROVED BLP WRB LATER M, STUCCO WRAP ELEC. METER FIELD 1 VERIFY LOCATIONELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT 9 APPLY 60 MIN SELF-ADHERNG NO MEMBRANE 2 GRADE 'D' FELT ® MEMBRANE FLASHING ENTERS BOX, - OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING AND ONE (1) LAYER OF PAINT EDGE APROVASWIED VER PRIOR TO INSTALLING ELEC. HOUSEWRAP METER WRB LAYER 02, FORTIFOER ATHAT CAVITY BE FILLED -� S E #3 BUILDING PAPER WITH RIGIDID POLYMERIC I ip p STE I #4 LEGEND ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTOMERIC DRAINAGE PLANE (WRB BASE SEALANT AT POINT COATING OVER STUCCO/ G.V. FINISH LAYER 01 STUCCO WRAP) ELEC WIRE PENETRATES (SEE TYPICAL WALL susurv. a LOT ABBOTT PARK LOT #2 BLK #10 [pnoiwT# 04181.000-02104 MODRX� 3EKB "1405-KEYSTONE" GARAGM 8TfW0, LEFT PAGN: WALL ASSEMBLY DETAILS 160 MPH EXP. C APPLY E-Z BEAD LIU a0 MIN.e.o SECTION) WRB LAYER 02 (FORTIFIBER ...... - - GGRRADE 'D' ° BUILDING PAPER) AREA TO RECEIVE METAL LATH STUCCO SCRATCH COAT SEALANT ATALL°oo t 1 COAT OF PAINT W/BACK- JOINTS, AND METAL LATH x—x—x—x ROLL PRIOR TO INTERSECTIONS ° .....e". STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND t A SELF-ADHESIVE FLASHING - — — — - DISCONNECT STEP #5 STEP #(o NO NOTE: ELECTRICAL RECEPTACLE DA 05/1.1 METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT O9 sCAL16:1/4°=r-0° R�03.�.1 / ASTM C-841-0% MIN. 2.5 LBS. O PENETRATION sxcaT PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — - — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — k 2 1/2' k COMER BEAD (FASTENER t SPACING 0 l' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY q/ � 7�\CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdosigngrGup.com AA A: 0003325 J r 8 QQ o 0 aUNDIV a LOT. ABBOTT PARK LOT #2 BLK #10 PROJECT* 4181.000-02104 MODEIA 3EKB "1405-KEYSTONE" GARAGE aMNc: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C UKJOD CONSTRUCTION BEYOND UIOOD 6MEATMM6 WFATMER RESISTIVE ISARR R 9 WEATMet RESISTIVEDAR 9f.' X lY' ALAI /IDM6 / \ R.A6M --AOWE�� l 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA k: 0003326 zQL ----- j FLAS14 RMR�i f j WEATMde 01616TWE BARSTARTER STRIP / \\ \\ BARRIER R EISTWE I �� y • SELF-A04-ER04% ! FLAORMa a &V'P METAL YA GGAL%IV Tx 'z' TLASMMIU RLLIDODR ATEp TRIM MUIBERCASM / \ \ • / WOOODSTRRM FET'elE� R \�1 / SEAL OR AP"MMAD SEA ANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2.5 L5S. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1-7 sysDzv aLOT: ABBOTT PARK LOT #2 BLK #10 PROJECT 04181.000--02104 MODEM 3EKB "1405- KEYSTONE" GARAGE BWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH E . C LEGEND DRAINAGE PLANE (WRB q 3 LU LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO D TE 05/12/20 9CAM: 1/4"=1'-0" WOOD SHEATHING ® aHMZ. SELF-ADHESIVE FLASHING — — — — WA4 \ \ —2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK —DRIP EDGE �\ I\ —1/8' TEXTURED I FINISH A WOOD I �� 1/2' TEXTURED FINISH 0 CMU —METAL FASCIA \� WRAP Ye' FROM STUCCO, I' FROM WOOD WALL \� —EXTERIOR WALL (FRAME OR CMU) `\ NOTENOTCH FOR 2X(o \\ �\ SUB BAND ONLY ®ELEVATION 1/8' TEXTURED FINISH # WOOD, V!' TEXTURED FINISH • CMU x METAL LATH x x x x x x x x METAL FASCIA W.QAP WOOD &EATHMG x x x x x x OR CMU x x x x x x WRB LAYER h, STUCCO WRAP(FRAME ONLY1 x x x x x x x x x x x x — WRB LAYER 02, FORTIFIBER x x x x x x x x x x x x x BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X& SUB BAND to CEMENT x x x x x x x x x x x x x x x x x x x x x J FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT FLAN METAL KICK our x x x x x ONLY. FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED FOR CLARITY TROOF DECK (BEYOND) '_- -\ .\ 11 ` DRIP EDGE, I' OFF WALL NOT INTO STUCCO) TEXTURED FINISH WOOD, 1/2' TEXTURED FINISH a CMU \ 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL t STICK ®PLAN A METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' - V' SCABBED TO TRUSS W/12d NAILS V-8' O.C. MAX. 2x SUB -BAND W/I4'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IJ 'x4' NOTCH END, WRAPPED IN PEEL a STICK ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 FM: 407-77446078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 dJ a O ID gg z o- a atmviv. as LOT ABBOTT PARK LOT ##2 BLK ##10 P3tojzcT* 04181.000-02104 uoa>rJ.a 3EKB "1405-KEYSTONE" GA %"Z awixG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND %J60 MPH EXP. C 29'-0" I TE•1 —1 25'-6" 3'-6" 4" CONC. SLAB 4" CONC. tz I? in I SLAB I w w r IW- 3 1% a SLAB — — — — — — — —EXTEND 3 W / . SLAB 1 1/2" ` I I I m %I z ;J ILL 4" PVC CHASE'' $- e- TOP OF I 1 y SLAB 18'-11" 10'-1' e 4------------- � I I I I I I I I I I •I I N I •I I I I. y _ L _ TE-1 M I '9• 4-5 1/2 4 EXTEND \ SLAB 1 10 2.4" '? BOLLARD o I AS REQ. PER io • BLDG.CODE )� ri 4"CONC 2SLAB. hFM-1 EXTEND31I2 SLAB 1 1/2" 2 FM-1ZX18 ,.,_ _ J ILL m I ii 5'-2" *71/2 LLI FMC-12X18 FMC-12Xi8 FM-12X18 4 4 1.1 1., 1'-8" 8'-0" V-8" 4'-0" 13'-8" 29'-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 NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 11T FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATED #5 BAR, OINDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" ORS' MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER'} OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF, REMARKS 6n6 W I AXWI A OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL -- FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOMH#5's TOP REINF. T.O.F. SHORT FM-12x18 12" CONTINUOUS 18" - FMC-12x18 12" CONTINUOUS 18" - #51NCURB VARIES F -1 1 " CONTINU S 1T - - - ' .. TE-1 8"SEE PLANTE-217' SEE PLAN 8" IS N. RONALD RFAGAN Bl LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwabdoeigngroup.com AA #: 0003326 r Q Z - StMIDIV" ac LOT: ABBOTT PARK LOT #2 BLK #10 PItOJ1GCT�r 04181.000-02104 MODZU 3EKB "1405-KEYSTONE" OA %ADZ ,SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C of f rn�ecap�-, 05/12/20 1 1 ,SCALZ: 1/4"=1'—O" 1 FOUNDATION PLAN SCALE: 1/4" = V-0" si 30" MIN. EACH WAY MONOLITHIC FOOTING j STEL REINFORCING IN GROUTED E STEEL REINFORCING IN GROUTED _ CELL SEE PLAN FOR SIZE AND Q (� CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ,Is I� v '— o YaY SPACING REQUIREMENTS T t mj wuJ ad f c " GARAGE DOOR RECESS K fr Q''�.v FM p0. N Z 8"CMU WALL 8" CMU WALL CORNER BARS, SAME SIZE AS BAR I w W B' = to `Oo Z +- 0' ' IN FOUNDATION WITH 30" LEG EACH w +- 0.-0. 999 ' d ,JI WAY AT ALL CHANGES IN DIRECTIONS > /V/J TOP OF SLAB TOP OF'" I .. - SO THAT THE STEEL REINF. IS CONTINUOUS -ems—+. • I I e� MATCH AMOUNT Of CONTINUOUS BARS �.k CURB FOR " a EXT. PORCH SLAB <.. SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (I STORY) tg' EXT. PORCH SLAB - VARIES SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER ' v. CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE �/� MASONRY UNITS SET � 0. AT ELEV: W/ 12"ISOLATION JOINT (WHERE 4 6" CHAMFER (2-STORY) 84 Y4" W/12"ISOLATION < (1STORY) 6" CHAMFER(2STORY) .. 0'-0" APPLICABLE) Z SEE SCHEDULE 30" JOINT(WHERE Z i 4 EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR WxD, BAR SIZE � wAPPLICABLE) � FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO uT 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0" e� 2 @ GARAGE SCALE:3I4"=l'-0" CORNER BARS DETAIL DOOR OPENING SCALE; 3!4"=1'-0" 4 SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" --�� TEA AND NAIL W/ 16d COMMON AND NAIL WI COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w 0 EL ( 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2z4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE EL NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE BTM. PLATE TO BE PT. GALVANIZED PIPE IL g EPDXY. MIN, EMBED I TO BE PT. PROVIDE DBL, TOP WASH WEDGEANCHORHISTRENGTH WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO W/FLANGE 0 BASE d 8", UNO - PLATE EPDXY 5-1/2" EMBED. MIN. (� 16- OC SLAB W/10d MASONRY G O FOLLOW ALL MANF. NAIL i6" O/C STAGGERED. c? N SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. ADDITIONAL METAL io 9 I USE AND BTM AND TOP PLATE CONNECTORS NOT = F- w PREPARATION OF ANCHORS W/ 10d x 1 12" REQUIRED WHEN NO SECURE FLANGE TO CO a HOLE. COMMON NAILS FILL ALL /n /n UPLIFT IS PRESENT. SLAB W/(4) 1/4" X 2 1/4" w= HOLES, DO NOT USE 10d w w TAPCONS = x 3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE Mo a a .� TOP OF SLAB _\ y TOP OF SLAB e_a 4" CHAMFER (1-STORY) . 6" CHAMFER (2-STORY) e; EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY c FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL OMONOLITHIC 6 — 7 scALE:3/a"=r-0" (NI/ UPLIFT) 8 ScnLE:3/a"=r-0" (NO UPLIFT) SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD Of WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE �s PLANS FOR SPACING. SINGLE s BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W0d MASONRY NAIL (L p PROVIDE DBL. TOP PLATE S 18" O/C STAGGERED. ¢¢ m U ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO a In UPLIFT IS PRESENT. 8" CMU WALL POURED LINTEL CONT. (TYP.) +- 0'-0' 8" CMU FILLED CELL (TYP.) • TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING WIff"O.C. 1/2" DIA. SIMPSON STB2 BOLTS 5" +- 0Z SEE SLAB SCHEDULE MINIMUM EMBEDMENT INTO TOPOF SI-AB Z - ♦ GROUTED CELL, 4" FROM ENDS AND 2 "ISOLATED"COLUMNPAD VERTICALLY MAX °" CENTERED UNDER WALL AND °'�•� T� POURED MONOLITHICALLY WITH - FOUNDATION AND SLAB SEE SCHEDULE �3 SEE SCHEDULE FOR WxD, BAR SIZE / FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL 9 FOOTING AND COL. PAD BLOCK WALL CONNECTION 9QALE:34"=, 0 (NO ) UPLIFT 0 11 SCALE: 3/4"=V-0" SCALE: 314'=1'-0" J."I N. RONALD REAGAN BL LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407-7744078 wwwAbdesigngroup.com AA A: 0003325 i 1P 04 _ 2 4 a MN ABBOTT PARK LOT #2 BLK #10 PlwjzcT# 04181.000-02104 MODULa 3EKB "1405-KEYSTONE" GARAaa 911FMG: LEFT PACE: DETAILS 160 MPH EXP. C 188S w 05/12/20 CAIS. 1/4"=1'-0" 1.1A 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 wwwabdeslgngroup.00m L AA M: 0003325 ct r 54 ABBOTT PARK LOT #2 BLK #10 P1tOJECT/ 04181.000-02104 MoDELa 3EKB "1405-KEYSTONE" GA AGE BWD90: LEFT PAoffi: DOWEL PLAN 160 MPH EXP. C DOWEL PLAN SCALE: 1/4" = V-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR HOOK GROUTED BOND BEAM VARIES PER ELEV. — n Z [V a CLEAN OUT REQUIRED Q FOR INSPECTION co TIET/ERTICAL REBAR a TO HORIZONTAL - REBAR W/10" HOOK �11cc-- BAR SIZE 48 BAR DIA Z w #3 18" g p #4 24" U #5 30" #6 36" #T 42" HORIZONTALNERTICAL REINFORCING r SCALE: 314"=1'4' EXT, PORCH SLAB W/ 112" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE— THRU FOOTING i O} C- U CL Ow o t "lit TOP OF SLAB - n - TOP OF SLAB ° SEE SLAB SCHEDULEol w °a BAR SIZE 48 BAR DA `� Ju 4" CHAMFER (I -STORY) gy O 4 / 6" CHAMFER (2-STORY) N#7 18 U ° 24" n °, Z MATCH STEEL 30• s REINFORCEMENT TN PER SCHEDULE 06 38" 6" PVC CHASE THRU FOOTING 42" MATCHSTEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE (DIHRU FOOTING SCALE: 3(4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77448078 FAX: 407-7744078 ww%. bdeslgngroup.com AA S: 0003328 �gg >Q~ a q aUDDIV. de LOT ABBOTT PARK LOT #2 BLK #10 PROJECT# 04181.000-02104 MODEL& 3EKB "1405- KEYSTONE" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2, ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE ONaM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH ENO, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (Psi) SIZE W'XH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x8 (i)#5 NIA GROUTED SOLID I7%,�W16-1TIOM/08 8F16- 8F16-1T/0M/0B 1TI0M10B 4'-W 4-6" F 41 UNO, PROVIDE BB1 WHERE 1 ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", LINO. R 1 1 1 1 1 r 4 8F16-1T/0M10B 8F81T0M0B 8F16-1T/0M/0B N F 44Y �' I IEEE= � ------------------------ 8F20M/0B -1TI0 17.4" ' C ' e"—.—ue.—wax ...a--ce-.-------"i� LIFT BEAM PLAN SCALE: 1/4" = 1'-W M N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.8078 FAX 407-774-4078 www.abdosigngmup.com AA0:0003325 Z IM I till, ausa:v & LOT ABBOTT PARK LOT #2 BILK #10 [PltOJZCT# 04181.000-02104 MODICZA 3EKB "1405- KEYSTONE" GARwOE 81FMG: LEFT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXP. C 13 ra awTE:21:- 05/12/20 ECAXX: 1/4-- l'-0- S2 NOTES TO THE INSPECTOR/CONTRACTOR #5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI 1D" HOOK 17. #5 BAR IN CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-D" R O �G T F = FILLED W/ GROUT q\A U=UNFILLED NOMINAL WIDTH 16-1 T/1 7 HE 6H�TL—'' # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE 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. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. SX8 BOND BEAM W/ (1) #5 BAR GROUT SOLID FROM — # OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND BEAM COURSE BEAM, IF FILLED LINTEL. THAT XFXX - 1T/7M/08 INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/iM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CASTS 3 164" WINDOW i A' SILL SLOPE n TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1Y2"=1'-0" 8X8 PRE -CAST CONCRETE — LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF OPENING - 2" OR 8X8 PRE -CAST CONCRETE LINTEL, W/O STEEL (Lt) REFER TO PLAN FOR LOCATIONS BOND BEAM 1#5 TYP. 8'k16"� BOND BEAM •. 1#b 8 8X16 DBL. BOND _ TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE BONG BEAM TOP Fd OF OPENING SEE NOTE 5 MASONRY 2 BEAM DESIGNATION SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbd"gngroup.com AA #: 0003325 A C C 4 i Q e susDm ac LOT: ABBOTT PARK LOT #2 BLK #10 PRoj=Td1 04181.000-02104 MODEU 3EKB "1405-KEYSTONE" GARAGE 8WING: LEFT PAGR: DETAILS 160 MPH EXP. C 3 Vu a NO Dw� 05/12/20 SCALE: 1/4"=1'-0" a*== S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" 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-W AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4, ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" 0-C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 5 3'-0" T-0" rm&lp.�pv I i II I I I I I 2X4X4' SECURE TO TRUSS W/ 3-12d- 6"-8" O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-12d - SECURE TO BLK W/ META-16 2'-0" EXTENSION 01SERVICE DR_ SCALE: N.T.S. FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4079 www.abdeWgngroup.com AA M: 0003325 M � Z 'i O aunDIV. at LoT: ABBOTT PARK LOT #2 BLK #10 PROJECT 04181.00t--02104 MODEZA 3EKB "1405- KEYSTONE" GARAGE awsNG: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C racaara- 05/12/20 DATE.• aCALZ- 1/4"=1'-0" aFiEET s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)1 Od x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOFIWALL/FLOOR B{2)SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING (12)16d x 1 }" NAILS TO TRUSS FASTENER SCHEDULE" DBE STRAP, 1 EACH HOE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", (16) 1 Od x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS SE 2x WOOD FASCIA ANCHOR REQUIREMENTS. SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD tx2 SECURED W! 10d TRUSSES @ 21 O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12' OIC FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT a U:1810 LEIS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2366 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 9A 1B 1C TYPICAL TRUSS/ 4= GIRDER CONNECTORS) # 1100 UPLIFT 1 Od T ON HTSM20 WN010d TO TRUSS AND (4)1/4" x 2 1W' TITEN 2 ANCHORS TO CONT POURED LINTEL ONSIMPSON A 1900 UPLIFT (2) INSTALLED HTOPPOSITE FACES O ON PRE-ENG TRUSS BLOKWFACES OF BLOCK WALL) 1/4"110 x 2 TO TRUSS AND H RS x 2 1l4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM CONT POURED LINTEL TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=l'-0" (2) 2X4 No.2 SYP OIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1)'0(" BRACE SEAMS) 30'-1"TO 60'-0 (3)'W BRACE SECURE 2x6 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" 6'-0" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH 9R 10'-O" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 8" 4 SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. ix4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD BRACING, SEE P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ MAY NOT BE >> N (2) tOd's @ EACH TRUSS F. a h- REQUIRED N I TO BE INSTALLED @ 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. 1x4 BTM. CHORD BRACING 6-U' O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF E/d DEPICTED SEE PLAN COMMON NAAT AC EACH \ BLOCK WALL W/ GABLE END INTERSECTION TYP. 1 1 BTM. CHORD BRACING 6 PRE-ENGD TRUSS SCALE: 314"=1'-0" SCALE: 3l4"=1'-0" --NOTCH DEPTH 114"0 THE USE OF ALTERNATE MATERIALS MAY BE HOLE EDGE>5/e" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2/5•D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE `11 SUBJECT TO FI AND F2 FORCES. BTM. OLE DIAMETER PLATE < 3/5"0 DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 0 AND BORING LIMITSBORING LIMITS G1 SCALE: 1 1/2"=1'-0" scALE:3""`''-0" 1441 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774,8078 FAX: 407-7744078 wwwabdosigngroup.com L AA B: 0003325 � C Z BVSDM ds LOT. ABBOTT PARK LOT ##2 BLK ##10 PIROJECTp 04181.000-02104 >tcODZZA 3EKB "1405— KEYSTONE" GARAGE 8WING: LEFT PACE: DETAILS 160 MPH EXP. C 1 ^ (2) 2X4 No.2 SYP DIAG. 2X6 OLITLOOKER @ 24" O.C. BRACE W/ (3) 12d @ EA. SECURED W/ SIMPSON HiOA TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 2x SUB -BAND 0140" TO 30'-0" (1) "X" BRACE 30'-1- TO 60'-0 (3) "X" BRACE (1) "X" BRACE 0 CENTER PRE-ENG GABLE TRUSS (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR - DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED WI (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1X2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 17' O/C AND APPROVAL SECURED W/ (2)12d's Q MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE: 3/4-=V-0" 1 PRE-ENGINEERED %1 VALLEY TRUSS CONNECTION 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 A Jr g G � a aunDIv. ae X.OT: ABBOTT PARK LOT #2 BLK #10 P1iOJECT* 04181,000-02104 moaE1w 3EKB "1405- KEYSTONE" GARAGE OWMG: LEFT PAGE: DETAILS 160 MPH EXP. C 3 F-pitiNT �_M NO QVW J DA 05/12/20 aCALE: 1/4"=1'-0" MIZET S3.1B 1 q cAeLE-ENO NIP RODE x`' w ROOF WIND DESIGN PRESSURES NET ASCE10 ZONE 1 (GROSS) 19.13 PSF (29.13) ZONE 2 = 35.78 PSF (45.78) ZONE 3 = 59.80 PSF (69.80) 'A'= T-O' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: *C* RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. SIB CDX EXT, PLYWOOD, WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS Q 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN, DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.120° 170,000 (1ff- 66--20 RINGS SCREW SHANK PER INCH) Sd SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS i. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL 8 TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS GQ 4" O.C. TOP & BOTTOM EDGES 11 r ?9 . 0 wILL 2 = U m O 06 N J QQ Z ZZQ cc D S Y Dt LU Q (W� Go N ZGIG J ZN W Z (D W Z Lj 6 a 6 J Z W C7 U W O m W a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END, RAFTER OR TRUSS ROOF SHEATHING immmmm_` 1 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FGR GABLE EPro FRAMING ad RING SHANK GUN NAILS 6" O.C. IN FIELD` EA IN C ING (.. . TO BE STRUCTURAL GRADE C6d RING SHANK GUN NAILS Q 12" O.C. IN FIELD oT 8d x 2 112" SCREW SHANK PNEUMATIC SCREW -NAILS G 12" O.E.jN FIELD J\ 1P. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALLAGGREGATE USED IN CONCRETE 314LLL CONFORM TOASTMC33. MUOMUM AGGREGATE Sig SHNL BE3N'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVDE 694AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATF4ii NON -BEARING WOOD WALLS TOP PLATES S STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3I4'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSC-R 2017, BIt EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF - PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL 9lAB8-0GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FD = 1100 P31 AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAVANGS SEAMS LAPPED 61NCHES AND SEAIEDWITH ADHESNE TAPE, PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS. SPIKE. BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT *RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 881 EDITION, SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE 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' THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-O' OC. EACH WAY. 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 N THICKNESS TO HANDLE CONSTRUCTION LOADS. REQUIREMENTS AND SLAB-0 -GRADE ESS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. I DIMENSIONS PRIOR DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIME ro REINFORCING STEEL- S 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 A815 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMS BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE D DESIGN LOADS; W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES ACCORDANCE WITH TPI-14, NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL AND 'TPIt STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPINVTCA SCSI 1^ D ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 Oaf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pef TOP CHORD -Tpn-wn nt REVIEW. TYR MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 25" #8 BAR - 36" WOOD TRUSSES. 10 PSI BTM CHORD-non-conwiTeM #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. psf TOP CHORD Oaf TOP CHORD (7 (1 pafw/ No GYPCRETE) IT pSf ASPHALT SHINGLES) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, 10 Oaf BTM CHORD 5 5 p Oaf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: tOpef MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD BO psl WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PSf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-10 (FSC R2017) EXPOSURE C, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY S ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pef, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 6 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: STAIRS: S1, BALCONIES (EXTERIOR) HABITABLE ATTICS AND ATTICS SERVED WITH FIXRUL 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 GUARD C PASSENGER COMPONENTS: AND DECKS: :040p GUARDS AND HANDRAILS: COMPONENTS: WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL OFILL N SLEEPING ROOMS: VEHICLE GARAGES: 50pN, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psL STAIRS; AGE PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40paf MASONRY' PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES' (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Tin = 1500 P31. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM T MASUSEONRY RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS DOCUMENTS)ARE PROHIBITED PLACING CONCRETE FOR WALL COLUMNS. GROUT TO FILL MASONRY CELLS SHALL COMPLY WITH E(CON-TRACTEWEER WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT IT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 310" WRITING SV THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: TYPE 'M' OR'S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2 000 f FOOTING FOOTINGS WERE DESIGNED R PS , PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM G270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95! OF THE SHALL BE 3/8^ THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SUB -ON -GRADE 3,OD0 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S' * PRIOR TO THE AMMON OF PLASTICIZER CONCRETE SWILL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS WALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MXIAUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL. POSITION SHALL NOT THE 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN EID MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FDR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS). S. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-12" FOR A AND SMALLER T FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1-171" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 1,51 FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A,500, GRADE B, Fy = 46 MI. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 kel. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM A326-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURWOFF-THE-NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATgN BIB SPAGMO REMRKs —LIGATION SQE I— I SPACING IREMMI(9 I—TFURPoNGTO DABEHAPDENEO COL GARAGE DOOR BUCK 1N•DU. TA —MASONRY I 11#•EMBED.,CEND DIET., MASONRY/CONC. NNL1 fYl LONG, B•OC TO WASHER FASTENER I -EDGE DIST, BGD, AL. EXT, DOOB4 tx Pf, SEEMOTES DASEHMDENEDCOL NAIL11?LONG. YG2 STAGGERED WWDOWI0—FASTENED 1—MSONRYAXINC. GAUGE DOOR . TO MA80NRY/CUIIL. 1—M.WI WA4MER FxPANSNIN BOLT &, OIC 1•EMSED..1•ENDOLST.. 3`EDGE GIST. WINDOW SUCK CASE HARDENED CO IL 0"CAC WINOOWIDOORIFASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1. PT, SEE NOTES NAIL I IITLGNG. STAGGERED INTO MASONRYICONC. MSOYR11fgNC. REQUIREMENTS E%i. SWAG DOOR (2)Y189W. •TAPCOM 18,E II EMBED, B'ED. NONBFAWNG WOOD I-ExPANBKIN 21,E 1'EMBE0. I E- . CK 1r M SEE NOTES NO WASHER FASTNER DIST., 112' EDGE DIST. WALL TO CONC. SNB WIWASHER BOLT GIST., 3•EDGE DIST. h PTWINDCW BUCK .;YER YdVEND. DIST, 11? PT TOSTEEL Ca., SEE 0.1WIBYWAPASHER' STAGGECRED EDGE OIBT. NOTES IIM 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 NDA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-174.4078 www.abdosigngroup.com AA N: 0003325 Z 3y d Ro Y milli aVBDIV. ae LOT: ABBOTT PARK LOT ##2 BLK ##10 PROJECT 04181.00t 02104 MODS.Ti 3EKB "1405-KEYSTONE" GARAGE SWING: LEFT PAGIB: DETAILS %160 MPH EXP. C 05/12/20 L C: 1/4"=1'—[ SN1 f r