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Home My WebLink About7681 Sail Clover Lnt 99 2260-3 99EE-B0ELSTON p�Y 0TH W®RK 5NA��'B�� p1N0 GC�IJE, CODES F EC1R\G \gpl0 V©; WA -S �1A110 HE 11.vO� �EPk1 R01NP�CE� ✓' l �� j\e\N ��PHYR�� 1 HOMES �,�Y , � 0\,o --�" 12602 TELECOM E>RIVE, TAMPA, FL 33637 T®1= (813) 740-9720 Fax. (813) 740-9716 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 ' TEL: 813 740-9720 FAX: 813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -11A= BUM= (tea, 7m (20) -ALL LULL AND OTA79 COD= -OCCUPANCY - RESIDENTIAL, GROUP R3 'CONSTRUCTION TYPE - VB MIN. WI'SRIOR FINISB - GLASS B 'BASIC WIND SPEBD - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C 1-STORY RESIDENCE - -2-STORY RESIDENCE -MAX. H®GHT AS PER LOCAL AND STATE CODES ABM A/C AA J. LT. AMP, BD. CL CAB. CLG. CLR CON O CPT. C.T. D DBE. D.G. DIA. DIM. DISP. D. DR. D.S. DW D W. EA. EQ. EQ. EXH. EXT. F.G./FX. F.O. FIN. FLR. FLUOR. FR. DR. FTG GA. GAR, DISP, O.FI GL. G P. BD. HDR. HOT OR HT INSU4 INT. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH LEV ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCEIN FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM OPS BOOARD HEADER CORE HEIGHT INSULATION INTERIOR LAM. LUM. M.C. MFR. MIN, M.T. MTD. MTI- N.T.S. O.C. PL P.B. PH PLT P PIT P. T. R. RA D R.A.G. REF. RM. R.O. S.D. S3. S.H. SLIT SHTHG. SHWR SIM. SL. SL.OL STD. STD. TEMP. THK, T.O.C. TOP T.O.S. TYR U.N.O W. W, WD, WOW. W/H W.I. LAVATORY EDICINE CABINET LUMINOUS MMANUFACTURFR MINIMUM METALTHRESHOD MOUNTED METAL NOT TO SCALE ON CENTER PUSH 13U BUTTOFON NE PUSH PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM SCUD OPENING ET DR SO KE DETECTOR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL OTHER NOSISE SOREPROOF WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION 01/IORI 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION BID SET ISSUED PG Cl-COVER SHEET PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AlA-STAIR SECTION/DETAILS PG A2-SECOND FLOOR PLAN PG A3G—ELEVATION 'G' FRONT & REAR PG A4G—ELEVATION 'G' LEFT & RIGHT PG El —FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG PI —PLUMBING PLAN PG MI-FIRSTMECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVALS PG WAI -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 MMI* eonFEICUPDATE 02MM STONE ELEVATIONS ADDED OMAD CO NSTRUCTION D0CI'1ENTS ISSUED 04/16/10 FOOTING IXVISION PER M. DOIIlEB p5/µ/Iy G PLANS PER M. EIOUES INCORPORATE I -JOIST DETAILS 4 FRAMINAN ®j/1/IS OONBrRICTIQd DOCUMENTS RE-IBBLED 08/lOA6 BOLLARD DETAIL REVISED OIR6/IB DETAIL- 'ADDING 5AR TO BOND BEAM' ADDED To slsA 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 SQ.FT. CALL. S 01BI9 TRLI66 IDSADDED TO FRAMING; SWEET 02n5M PLAN MAINTENANCE IST PLR LIVING °J01 Sa FT. 2ND PLR LIVING 1853 9Q FT. TOTAL LMNG 22`0 Sa FT GARAGE 4 j Sa FT ENTRY 64 Sa FT. TOTAL 2111 $0.FT. SWO PATIO w $0. FT. • 04AWD REVISED LINTEL SIZE ENTRY or/28A9 UPDATED LEDGER DOLT SIZE 4 SPACING Ob1JM ADM LID L&IIS • KITCWEN , E,aTNRDu'B PER MARK (i0UE8 A'= LEDG R -T HP.dGNG REYIBB7 i"As ADDED WV LAYOIT CVOVM REPLACE We CONPIECTORS WITH sIMPSON CONNECTORS osroy2o REVISED DETAIL ON SWEET D2 OPT. a'-o' CLG. uGr. Oiff REVISED STAW-AN AND STAIR SECTION DETAIL 06=0 PANRRY DOOR REVISED TO 2-6 OPT. 0'-O' CLG. 143T. OMWI 20MFBCUPDATE STRUCTURAL SHEET # DESCRIPTION 0�4I ADD WWT DETAILS PG Sl -FOUNDATION PLAN PG S1.lA-DETAILS PG S1.1B—DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PG S3.2A—DETAILS PG S2—FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3-FIRST FLOOR FRAMING PLAN PG S3.lA—DETAILS PG S3.1B—DETAI1S PG S4—SECOND FLOOR DECK PLAN PG S4.IA—DETAILS PG S4.2—SECOND FLOOR DOWEL PLAN PG S6-SCONDLIFT PG S5.1AESAFE LOADRTABLES BEAM PLAN AND NOTES PG S6—ROOF FRAMING PLAN PG SN1—DETAILS PG SDI -SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABIIdTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN 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 INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN IM.s IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTTON BASED ON THE DRAWING SET. 1441 N. RONALD d AN BLVD. LONGWOOD, 2750 PH: 407.77 078 FA%: 407-77 78 www.abdes p.com AA M: 0 5 h s o b a� 0 31 sUBDIV. a IAT: ABBOTT PARK LOT #40 BLK #7 F1t0j CTp 04181.000-40071 MODSZA 3EEB "2260- ELSTON" GALRA0Z BVIN k LEFT FACIIQ: COVER SHEET %160 MP . C 291 A. ABC( D � 09/21/21 wcALz: 1/4"=1'-0" s1iS�T C1 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 FBCR202DCHAPTER 3, SECTION R301.21.2. 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. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, 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 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13B INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R30252: 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 P MIN. RIGID O"ETAWC 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-CEIU NG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. snwm 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 BACKFILLAT 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 A TM 1557-201 2E1 THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- D" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TEIBER 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- THEENGINEEREDWOODASSOCIATION: 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 NAIUNG 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 ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEETSN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMIMAREA SHALL BE 8 FT . SC. PLUI1sm 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 Y2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 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 P3005.2. 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 COVERMKII! 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 EXTERIOR FIRIBIIES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, e" 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, 12" 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-C1063-19a & ASTWC1787. 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-C1063-19aAND R703.7. 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. EXIERIOR CELPIM 1. EXTERIOR CEILING TO BE 12" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTW OSSERVATRON CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WELL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERM SOMS 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: 09/08/21(CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 g C e ka s Is gg 0 EtCT>sDIV. M LATs ABBOTT PARK LOT #40 BLK #7 PROJRQT111 041 1.000-40071 MODEM& 3EEB "2260-ELSTON" GARAOR EQDTG: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C J, Dw09/21/21 ac.%=: 1/4"=1'-O" Satz= GN 25'-W I I 1 r: r' O r� ri' ' ROOM ' p y i' Is i 'i o II 0 it ff �1 � r ISis ,....,... ...� c- STAIR _4��,,� Is th RI r,-I* NOSWA DEL.POST101111111111Q �� olHlo oSTUDS 0 14 2 _ If= o �; r • a: o n is 141 14 �o I1Lo 0 0 FIRST FLOOR PLAN SCALE./4 . I -0' SQ.FT. CALL. S 1ST FLR LNlYa wi $a FT. 2ND PLR LMNCs L153 Sa FT. TOTAL LNWG 2260 8a FT. GARAGE 453 Sa FT. ENTRY 64 Sa FT. TOTAL 2111 Sa FT. &ITO PATIO SO Sd FT, 001COIEIRAID CLADOW W D LOM BA810wDEromFDR0ftwo m 0109006 $OUAIIE ZOO M kIPHwD lNb R! WO AMTWE MOAN MN. WINDOW 1V 5 31/-50 CRITERIA EXTERIOR SWMG IB 5 36/-41 DR. MIN. CRITERIA SLaD. MN. 41 5 34/-43 CRITERIA 16010 OAD. 112 5 31/-35 12'xl2' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH - 160 (Vult) INTERNAL PRESSURE COEFFICENT = ± 0.18 BLDG. CAT. -II, EXP.=C, MEAN ROOF HT. = 22'-0" 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. OdR11Gl DATE No" NOTE: -2-6 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR UV RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETUEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID U100D DOORS NOT LESS THAN 13/B' (35 HM) N THIGIQNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MIN,ITE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN V2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL 15E SEPARATED FROM ALL HABITABLE ROOMS BY NOT LE86 THAN %'(0.9mn) TYPE X GYPSUM BOARD OR EQUIVALENT, -UNDER STAIR PROTEGTIONs ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH I/2 INCH GYP" BOARDS. F5CR 2020 (1TH ED-) 302.1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774-4078 W W W.abdeeigngroup.00m L AA #: 0003325 O $fill 11 oxneDIV. a Lo'n ABBOTT PARK LOT ##40 BLK ##7 P3!OJWT±r 04 81.000-4 071 Moamis 3EEB "2260—ELSTON" GATRAGm 8WarG: LEFT PAGIM FIRST FLOOR PLAN 160 MPH EXP. C ROU*W*.AB000HACRA AR NO 93M , F—PvxRT 09/21/21 QCAum- 1/4"=1'-0" wlimmT Al 4i' 14144 V HAI, WALL W/ OAP (2) 2x2 HEADER SEE MA'TMO RAN (2) LAYERS OF 1/4' PLYWOOD fb) 2x4 BLOCKSIt3, OR (2) LAYERS Or 3/4' SM FLOOR MATTEUAL RIPS POIF SEE FWMTM6 PLAN SOLID NAILMo 3/4' TKi Sib DOOR SEC2RE TREADS TO STRwiam CW-WED at WA'37! 9' SCREWS • EA PER RASTENlR STRSYtR WTHgBADED SHANK SCHEDLLE TO EMEND BEYOND THIOWESS 9'-4 3/4' 2ND FIN. FLR. OFSIDS -FLOOR \ THE CLEAR SPACE BETWEEN ME \ THE HANDRAIL AND THE WALL a'-0' BRG. HCsT. R6°�'IMo�i°'� 1" I N Y L BE NO I 1/2'14ANDRAIL \ • 36' AS PER FBCR R31S8$ZAN PRe-EN6'D IR.00ItlN6 $rSTEM \ UV 2X4 RE-IPFORGMG ?am FLOOR NRAMRdG SFEET) \ G (2) US WADER AIM PRAMM6 PLAN \ V MAX. \ NOTE: NOSING \ HANDRAIL ENDS SHALL BE STAIRS RISER$ TO C0WOW TO FWA \ Im^ o RETURNED TO THE WALL OR ITN EDITION (2"1 MIN. TREA.D.IB• MAX RISER-1 3/4' \ 42' N. 112 QIu W U TERMINATE INTO A NEWEL 3IS^ MAX VARIATION IN MA MAX VARIA�TIONTN A1� STAIR DATA. \ ' \ }y,I'kL WALL IV � �a a L POST. RBER(MAD HANDRAIL CIRCULAR PAN. SR • l52' \ W CROSS SECTION DIA TO BE 1 V4' . 1/4' 14 TREADS • �' OR PROVIDE EOWIVALEW II V NOS MG \ U GdRA$PABILRY WRDSIRS- MIN. $' WIDE • 3/4' KICK J NOTE - NARROW MIND D MIN. IPWIDTH . D• PROM MIND D 34' MRL HANDRAIL WGT. 2 x 4 M-R4'ORCN6 PLATE . EA 2 X 2 6TRedGiER \ LL m O 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A SECURE uu2e $ -$ on o p DIAMETER OF Ii's 2' OR A NONCIRCULAR CROSS SECTION WITH A -ENCLOSED ACCESSIBLE SPACE UCER STAM SHALL HAVE WALL$, UDDER \ 3-2x2 $YP eTR$RoeR WENOIRClp Wym4 SPp \ 'v _ " PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES 1� STAIR SUIVACE AND ANY SORIT$ Wocow. op \ ON THE �RD$FISCR302'1 SUB-FLOORADNIE6ILE SHALL HAVE A MINIMUM RADIUS OF 1/S'. DBL WIITH14'&"%L' BOAECI PL-4" OR SIMILAIRE • \ PLATE 9 V-0' FIN. FLR. EA HORIZONTAL RW 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF 2X4 ATTACFED W/ IWd FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY MASONRYi TN'SLEE INTO SLAB DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE OF EACH END, 32' Or —MAX SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.C. 2020 BAR DETAIL A 6CALE, Ln'•1'-0' B STAIR OSECTION C HANDRAIL SECTION a sil 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX; 407-774.4078 www.abdesigngroup.com AA S: 0003325 8 roll� h C RIM sit E[TZ;DIV. AS L�OTs ABBOTT PARK LOT #40 BLK #7 1pno"wTip 04181.000-40071 MODS'" 3EEB "2260—ELSTON" GARAGM EWDM: LEFT AAGM: STAIR SECTION/ DETAILS %160 MPH EXP. C 00 ROUND A ABOUCHAM L AR NO 93723 J MIR DATM 09/21/21 a1c•*-m- 1/4"=1'-0" 83111= A1A 13'-il' BLD 41GT�,12 S I _—_ ,. "'I ■■ I'1' 1111.■ III DECORATIVE ■■ ■■ SHUTTER OR II IIII IIII IIII EQUIVALENT IEEE ■■ ■� RAISED II11■E 1111 ill M■ IIII ELAND �\L�II I�Ti�I (�I ICI i I g 4' RAISED BAND r I uu .D 0'-0' FIN. FLR L ------ Jim, FRONT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH 'SFANISH' REAR ELEVATION SCALES 1/4 . 1'-®' TEXTURED FINISH A SHWOLE ROOF I61X50' FYF ON DECORATIVE SHUTTER OR EQUIVALENT 4' RAISED BAND (TYFJ ,I,O'-O' IN FLR 0,811; 44 2ND FLR ZND - FIN. pLR ,L8'-0' I&T FLR B&TTHG ,L0'-0' FIN. FLR. RAOFATRC = 145 SO. FT. NET FREE VENTILATION AREA REQUIED = 1,/300 REAUREDVENTHATION AREA 145 M = 4.75 VENTILATION AREA XSCL INCHES PER FT. III) 04 SM IN. MN. NEQUIREDVENTILATION = 5X 664 IN MPERPORTION OF ATTIC 342 SM IN. FFRO(IVENTIVITIONAREA = 115 SM IN. PERVENT 301115 TOTALVOFVENTSREQURED = L9732L TOTALSOF VENISPROVIDED - 3 'AREA OF ATTIC ISTFE PERIMTEROF THE HOUSE, tESST1EOVERHANG IXI MIOR OF WALL TO EXEERIOROF WALL, NO OVERHANGS INCLUOEDI Iq' THICK 2 COAT CVVNT P4-A6TER APT -LED DIROCTLY TO MASONRT- 4'H4' OALV. 'L'-11'FE FLA6NRN0 GET IN RO01'N6 CEMENT FISERiLAGG GHh45LE8 UNNDlIE.AYMlM' Ae PER FSCR 2x6 61T IK LlDQPR UV 'ibll. ROOT 6"l"THN6 THICIOE66 law TRIMA eD, ROD 37' A! FOR 61EET 04 WO MM FEW Or_ 4 WTFNN 6. OP EACH PMTENER ICHED" END MAX Get N GR'IPBON GR'TGON U W-26 H16 4 eTREN67N ExPDXY P f V 6' MN EMBED. 2.6 GYP RAPTEIM OR F1@-ENWD TR N (PER ELEVJ ROOF ELOPE F'ER --� ELEVATION MN. VIE' OM SHEATHNO - 2Jrb 61T FR LE06ER UV WTHIN ROD 6U66ET TO W BIOWRED TO 32'xO' A 4 6. OF 2Xi Ml IM M IW bd HALO H EACH MAYL EACH END MAX L4ET N 8' O.C. • FERRETER I'-4' 6nyP6oN HIGH aneEN6TH 61"P'GON LAID-26 III/ fU WdY eXPOxY 6' MN WISED. TO LIEDGER AND f21 I0d'4 CHANNEL FOR GOWIT TO 3A6 JOIGT OVERHANG DETAIL A SCALE, In . I'-0' NN6N!!R110 WOW TIIMGWG • 24' O.C. &"IT GHOP DRAWIN" WA= SY "WIM GIONAL o"IsmR FOR IRVEW 3 00 cGh44R•N6 PLYWOOD GHEATHN6 =11 6TIIGICTURAL %ND FLR SRO. W.T. A ROOFMdI 00 FLAGWI NO Wf DRIP, BOW MR MNFR W41tlfAM1T!! —MM V"" 00 ANCMO s � •TRCIY4N. REQUIRE'ENT6 WR4P FA6 VA WITH SMANC METAL N� M'w hQ, Aob WOICO FAGCIA GEE GTIWCTURAL FOR PAGTENIIM VINTID 6OPPIT PER ATTIC CALC'6 IR' THICK 7 COAT CCM 7 PM.MTM APPLIND DIRECTLY TO MASONRY RAINED TRR'1 PER BLIVATION6 7HD RR WINDOW PER FLAN RAKE SOFFIT DETAIL B SCALE= 1/2 . P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdit4p roup.cam AA#: 0003325 rq b O � tt Bulwiv. Se LOT: ABBOTT PARK LOT #40 BLK #7 PROJ=T# 04181.000-40071 II CI= 3EEB "2260—ELSTON" GARAGE BWZM: LEFT PAGE: REAR FRONT & ELEVATION IV 160 MPH E 22 D TM 09/21/21 SCAM 1/4"=1'-0" slmc T A3 G FLR. i, BRG NGT�^------- 9'-4' 2ND FIN. F�------��f- I ( 8'-0' 15T FLR, 0'-0' FIN. FLR. Il'-4' 2ND FLR,i,_ gRG 9'-4 3F4" 2ND FIN. FLR 8'-0' IST FLR_ BRG. HGT. 0'-0' FIN. FLR,_ LEFT ELEVATION SCALE: 1/4 - I'-0' TEXTURED FIN13N RIGHT ELEVATION BCAL£, 1/4 . I'-m' T£XTUR£D FINIBFI .4 3/4' 2ND FIN 1ST FLR. ------ BRCa�. TNGTNG ----- 0'� 0 FIN. FLR. .oFll -4' 2ND FLR —' RG 0 �I I ,�S'-4' 2N0 I —1—?—}-----1 FI LFNFI R -0 8'-0' IST FLR. I � B� RCi. TNG SEI 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wwwabdesigngroup.wm AA #: 0003325 04 : Q g A to DIV. h LOT: ABBOTT PARK LOT #40 BLK #7 Plaon=T# 04181,000-40071 1[ODEL: 3EEB "2260-ELSTON" CAaAGM SWMG: LEFT PAGM LEFT & RIGHT ELEVATION "G" 160 MPH EXP. Qj K ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e I2SV OUTLET 2B AMP SNSLE POLE IIDV OUTLET IWV OUTLET a R OUTLET wD tI2 o SUVON tMI IISv OUTLET POI!® MW.D FAUL RIdI/M Tnw @ 2JOV OUTLET M WRE CONNECTION U -ty� GPI DO. WAt11lROOP OUTLET 661101610 PAit NTERSPIB! SW7CN SUITCN 3-WAY OPER �4 SWTCN 4-WAY OMIt I_o IIMLL MOLNTED LNNT CEILMG LIONT © LED CLG LIGHT LED VAPOR ©VP PROOF LMW O vp VAPOR PROOF L16W Op Rles"Im CAN e~S PAN I CRT PER SO. FT. "°4Tw "4y 2K.ISNIr I cR+ F!R ae Pr. Pro y rePlceb BY ® IUN1F AROUND MAGUS D) R 2-0" WRAP dG! MNTJ �=-{ 7'ARMIND PLUORIGWT FLUO"B CENT .g--$--7 A 4' TRACK,. O PAEL M ETCR O 8D. enax xTeetaR TAAn. IS mAr— w-Aim2m pMui WMINTED EutT lId6&u. 1=J imam Commit EVE MOIW DETECTOR comes OP NOT LTEM THEN 4' PENDANT LW9 NATURAL GAe CUMET TELIRPWONE JACK ASTER HATER DUSCONEGT , AR cw4Dmaw4s EEE ANN O4 DISC47NiCi I- N� TELENNON JACK CELN& 00k ROMWE O low MPFTIO ORSN ACCORDANCE J OOX MAR" SIGN FOR DILNS, FAN,LBFR TO BE SUPPORTED N AGCQ�. YF 001t MAIN = AS WON FOR I �,pp$ 24• NCA DEECB7T LMNT STRIP nnnnnn PIS' NGATDEM7NT LIGHT STRIP Oeneeeee 4rwe-oceaCENT FLooD LISI4T RCP OPT. Sl01IRY I?rPb • PAL F1YN-EUTTO/ pm Cuero" USB PCRT • LOCATION CP TV JACKS 4 FMCNE OUTLETS 4 FANS TO OR VIDWIED S NCFBOU►ER PR{•CQ461RICTION MwND • ALL 0 4 20 AMP BRANCH COMM TO ME ARC FAULT I•ISOTlC:?lD PER ELECTRICAL PNOVIIIIQIS OP MM tTY ![XTION (]B7B) 4 NSC i1BH 2YR EDRIONL • A 20 'PED RDEDICATED LANDRY CIRCUIT. • GP • NLAD (NOT ON KITCAMN c"'Urn • DMMW4NER OWCOMCCT TO BE LOCKOUT N PANEL • BATHROOM RX NA NT PAN TO HAVE MN CAPACITY OF Be CMi NTEMITTENT FER ELECTRICAL PRONSIONS OF SECTION MBOT3 0 tTu R®UIa4 t2A2O1 • LAUNDRY ROOM AND DIB4UABER RECEPTAGLE SMALL BE ONAMND PAIL? CTRGIIT-NTERIIRER PROTEC?ION I'm PERSONiL ON PYDlRM • WRNS M WOO SHALL BE NON METALLIC GABBLE PER ELECTRICAL PROVISION& OP • ALL BOISC TO Cd'RPLY UATN EC7IUGAL PRIDVI IONS OF THE 01 In �+•�+� -ON fRESIDENnAL FJ,BRGY �IOb�k.`Y) ]dM. TN• iDRN�.I R/Atl PATIO I I -- - - - GREAT ROOM Ff - r N 2 . CLG FAN i 8/CA GFI ---- I I --_ UTTLET I O CGLUTCH IN ABIPET Krmm NN PWDR I L L HOOD WIRE \ W/OUTLET FOR _ _ - - - - - - _ RANGE JLJI FUTURE M. WAVE WIMEO I FOYER I I 48' AFF. ". LED LIGHTING GARAGE -- ® PEDESTAL SINK PmR. D.FOR N --- �N--�-J CHIMES METER jii jLL FIELD VERIFY GARAGE EMRY N' LOC. a GFI _ _ / IRRIGATION OUTLET • GARAGz - - - - - - PIIONbE S4AD C44 tN4NW . Rr w M r eoNDUU ae 3 (OMDALtirnio Tile ENCAtNE aster wewaEws�.N 48' APP. DOOR F'REWIRE GFI 150 AMP ELECTRICAL RISER N / NOT TO 6CA ■ GENERAL NDIM DOMINATION SIMICE d0 A'" DISCGNSECT SWTCN AND 120440 VT7R.T M ELECTRIC METER N I PWAW A ELECTRICAL MATERIALS AD SMTALLATIOMM SHALL MLO NE U SR ENCLOSURE mLO PANEL COSTLY WTN ELECTRICAL PIROVMIONS OF T1E RlCJE'ITN EDIibN AOSR). LOCAL CODES. AD ALL LOCAL POSER • / COMPANY REOUIREFENTA M CEP - - - - - - - - - - - - - - - - - - - - ,� / S. ALL CONDUCTORS• SHALL We TYPE TW WTHN 04.1" NOTED OTNlRUSE. \J StINKi CAWLt 1ELSVkION t6RENTRANCE OPT. -'� �' EASIRT8IT IOURTL'NT�A COACH LIGHT T�'�R NTlRSYSTEM OONOR4G TEIBTNAL. dT LOW GRADE VT7LTAGE CONSECTICNS FIRST FLOOR ELECTRICAL PLAN WALE, 114' . 1'-O' PROUD! ISO AMP, 001240 VOLT, I P JUNI SlCOND4 ELECTRICAL SERVICE. PROVIDE! 3 R COPPER (OU) N i 2 GI 6EMIC8 e6ED 1l0 COMECTlD TO ATE ENCASED FOOTlR STEEL PER I -in DIA SCFlDULE W PVC. CONDUIT OR PROVIDE 3 7/0 ALU104AM eAL) N 2" DIA SCNIDUL! M PVC lLQCTRICAL PRO✓IRONS OP tNE PectE �tN EbITION rS0201 CONDUIT UNLESS SERVICE IS I•ROVIDED MY THE ELECTRIC COMPANY. COORDINATE WITH 74E ELECTRIC COMPANY PRIOR TO CID. SAS' DW X S PT LONG COPPER CLAD GRSOIIJD ROD 1441 N. RONALD REAGAN —. LONGWOOD, FL32750 PH: 407-7748078 FAX:407.774.4078 wwwAbdes*kgroup.com AA #: 0003325 Iq l0 Otn=[V ae LOT: ABBOTT PARK LOT #40 BLK #7 P1 o"=T# 04181.000-40071 MODEEd 3EEB "2260-ELSTON" GARAGN XWWG2 LEFT ]PAGE: FIRST FLOOR ELEPCLTARI CAL 160 MPH UXP. ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e DeV OUTLET 20 AMP 861MA role INTv amer 1101/ OUTLET 62 OF OURR wpm TO SNTCM GPI IIOV OUTLET EGAIPED DINED MLL NIEM,M TTe#ER 11lWTANT TYPE) 220V OUTLET (4) WII! CObECTIOI III Grl D O. UATIMP-mmW GaLUT 614MI D MALT NTlINNIPTE! SurGM SA2TGb1 3-WAY OPSX W4 SIWTGM 4-WAY CIFIX RIALL Maen® LwR OEILN6 LIGFIT © LED CL6 LIGNr LED ©YP PIPO F L'�IGMT @ VP VAPOR PRDOP LIMIT @ "cum am VENT. PAN I OM /SIR Sn PT. VIEIT. IIYI.WR 1 OM PDt Na PT. ly PTx112N1 TSPEC'S 1DD DY ® ' AJ�OUDARVI D WEM !RECESSED) P AROWD teals MdTJ r PLuolsecleT � '' nA)olsa�Nr , w a—w A 4- TRAM LOW O PANEL METER O S.D. eMloKe xreeroR EN .1SCrlE!V:71 -I YY.II� wLL MOU:RD YM_ �AtY p BD. vim DETECTOR YILNI®YEL ®S,.co CARBON PICIVAIDW D C0M0O NnR•DwNcvD SMALL x A DISTANCE OF NOT LEM THEN 4- P88AMR LIGITT 14/UN1, 046 OUTLET ► TELEPNOIE JACK DATE! MAIM DISCONNECT AN cOOlnowm DNCOMMilCT see Aw oN I" man I �N TELEVISION JACK LIMN ISM FEW O TO ACODIIDANOE EE SAPPORIYVEDDON N J-DON PL11NgD AS SACM FM ON pILN6 PANLNAR TO DD SAPPORIED N ACCOM WV DCN MAIN® AS INCH MN MPECTM n�nc 24• INCANDESCENT LINMT STRIP so- PtNeoulTr LENT STOP nnennnen AS, wCANCIEDDEwr LISMT STRIP FLOOD LISMT CPT. rc#RTY O KEYPAD • PD. ADM-DA:KN PDR OMPES um PORT • LOCATION OP W JACK6 / PMDNE OUTLETS, T !ANSI TO De VEIEPED • F10170UER PR! -CONSTRICTION • ALL 6 20 AMP DRANCN ONCUITS, TO DE AM PAL? PTNOTECiED PER ELECTRICAL PRDVINONS OP 92M • 20 AMP DICHCAIRD LAINDRY elpom T. • GPI • IOLA D !NOT ON WT041N GTSCWR • DISMWASIER DISCONNECT TO DE LOCKOUT N PANEL • DATMMCCM UWIYT PAN TO NAVE MN CAPACITY OF SO CFM NTERITTNIT MR ELECTRICAL PROV*h" OF 6ECTION MDOT)) • LAVORY ROOM ATO DDMIANER RECEPTACLE SMALL W GROINO PMLT GINCIET-NtelsuPTeR PNrmerlDN PM P RISSCMEI ON PEE2ERS • WNINS McTWC, SWELL BE MOM METALLIC CABLE PeR ELECTRICAL PRDVISIO.D OF recP TTM N D=Ak • ALL WOW TO COMPLY WTTM ELEC 0CAL PROY161cPD O 7TE PelC2i Tru m nmeJ . AI 1 � ..i,_l SWA. I --.W _Wr rip—ef...NA TSY O LtlimNb MITT DE @iMY E/PICGNT rK PIER D*L"�ICT') 9me_ 1 iDR10N RAgm BDRM#4 PRE -WIRED C X FAN �I 1 ) f T no TAB WALL MOUNTED LIGHT "WITCH —j PRE -WI CLG PAN BDRM#2 \ � /' BA1N#1 \ !jA /^�,<� II I IU �. 0 III I � \ PRE -WIRED �`�GLG Fy4N U �V BDRM #3 BDRM #1 -----------�\ L L& ------------I LED LIGHTING @ DBL. LAV. BATH 9 \ /�--- I w.LC. I m L I LED LIGHTING @ DBL. LAV. BATH 7 SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-0' SEP 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 w .abdesW*mup.wm AA #: 0003325 SEE 4f c ounDiv as r on ABBOTT PARK LOT #40 BLK #7 PROJWT* 04181.000-40071 MODZU 3EEB "2260—ELSTON" GAPtAGa BWDM: LEFT PAGM SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. SESES ow 09/21/21 sCAm1/4'=1'-0" ss>mT E2 I 36'x60' I SHWR PAN - - - - - Ll m - L LA. v I I � r VTR VTR !OPT"IOT.i� BHWR - - - - - - - - - - - - - - - - - -�1711 ._ LAY. I LWysaCv 3t 2 LAV. . SHWR SIK ry I IIR' 2' . 2 0 2- AV. TUB 3• RANGE 15'-9' 13I' 3 uc OO -- 3, rT- KITCHEN SIKI W1 AAV 23'-3' ILI ill VTR 3• m I I I I PEP 3' SINK 3' I = I I 3' N--------J 2 I IX co TO �? MAIN PLUMBING RISER DIAGRAM FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN SCALE: 114 • I'-0' SCALE: 114 : 1'-0' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngmup.com AA #: 0003325 rr S 0 F stnmxv. a IAT: ABBOTT PARK LOT #40 BLK #7 Pno"=T* 04181.000-40071 UoDzu 3EEB "2260-ELSTON" GARAGE ISP/ING: LEFT PAGE: PLUMBING PLANS 160 MPH AXP. C HVAC NOTES LEGEND L ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER ® SUPPLY AIR DIFFUSER MFG. REQUIREl"IENTS m RETURN AIR GRILL 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL, BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND BIDE -WALL OR I WAY DIFFUSER INSTALLED AS PER POO TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. — SOLID LINE- SUPPLY TRLW 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 — BROKEN LINE. RETURN TR INK , BALANCING DAMPER OR OBD 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET O CEILING EXHAUST FAN S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL 15E CONSTRUCTED OF SMOOTH GALV. METAL. CEILING EXHAUST FAN 4 LIGHT OR OTHER MATERIALS AS PER FBC ITW EDITION (2020) MECHANICAL CODE SECTION 603 O/A OUTSIDE AIR 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC ITH EDITION ® THERMOSTAT (2020) MECHANICAL CODE 603.1 m PASS-THRU AIR GRILL 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPA$ AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC '1TH 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. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/6MCKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCE86 DOOR$ TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 'TTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS >ATTICCEILING EXTERIOR WALL SECURE STRAP TO COIJC. CONWIETTR AIR REIURJ W/ (2)-3/16hQ' TAPCON6 SIMPSON WB ROLL STRAP PLENUM y OR EQUAL RUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES 01 4'CONCRETE BLAB SECURE STRAP TO UNIT W/ (2) GBXI 1/4' 6HT. MTL. SCREWS AIR HANDLERIOR WALLVC CONDENSER UNIT CONDENSATE DRAIN LINE EVAP.TRAYLEEVE A&MECHANICAL TO LINES BELOW SLAB CONNECTION TO PAD REFRIGERANT LINES TO NOTE, MAN COND. DRAIN 3/4' DIA. PLATFORMCONDENSING WIT OVER HEAD • 12'FROM STRUCTURE TRAP DRAIN LINE AND TERMINATE N AN APROVED DRAM, A$ PER FBCR 1TH EDITION (2020) BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR CO BRONZE FL. PL. OR WALL CA BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE A8 REQUIRED WADE 8240-K J06AM 86000 INSIDE SERIES NICKEL BRAW TOP CAULK P.V.0 OPTI/SPEC axELLOORR SLAB CLEAN -OUT (TYPE FIN. GRADE OR PAVNG SEE SPEC. 1'-87c8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPN ) TS 14' DIA. S/A FROM CHASE ABOVE l 1 12X8 I-- 12X8 ■ -------- 4' - - - - 8' I I • • I I 8X4 I - � IaTCHEN PWD Y1X8 gg�0 I CFMOD I I - - O - o - - -� H77 FOYE O r I I I I I I I I I I I� I I RAGE ENTRY FIRST FLOOR MECHANICAL PLAN /4 . 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-7744078 www,abdes4"pup.com AA 8: 0003325 h w 0 FABBO TT PARK OT #40 LK #7 PRO"=T# 041 1.000-40 7 1[ODaIs 3EEB "2260-ELSTON" GANAGM OWING: LEFT "TIRST FLOOR MECHANICAL PLAN 160 MPH 22 r09/21/21C: 1/4"=1'-0"T M1 2X4 TOP PLATE �_ _, _ s 5ro• OR e �� V2' DRYULILL CJ4 TOP MAN CHANNEL l25 PRE -FAD TRUSS GAJ 17' CLG. BOARD 144 .RONALD REAGAN �, DRYIIIALL coo" euo LONGWOOD, FL 32TS0 I/V TWKK 2 COAt PH: 407-7746078 •tw�cnrWAL PON FAX: 407-7744078 5 5ro' OR 5 Hro' METAL STUDS SAND q vcmm D 24' OC 20 GA METAL TO DE FLA•Toe 4I'rLam PARTITIONS SUPPORTING INSTALLED N WALLS clRecar to �MORea f www.abdeaigngroup.com RsCEIVNG UPPER/ LCUER Tt400IaeT ATT CT10 AA M: 0003325 �' DRYWALL WALL HUNG PLUMBING CABINETS AND TUD/SWOMR 2S 3 5ro' opt 5 5' DIA. SLEEVE, A� Y PM "" FIXTURES AND WALL C.A. FETAL TO BE INSTALLEDL ' EL I' Moeu 4I� CABINETS SHALL BE NOT N ALL OTHER W41-L8. STUDSEL RE DO NOT GUT TO BE SPACED K' O.G. AT 2NDCURED REBAR eAia+c'"� �•"L •� LESS THAN 2x4, WHERE G e�aaR Rom FLOOR WALLS ADJACENT TO WU 3/4, PIPE �tAtWm aTIW 6ECUR! DT. 2X4 WOOD SPACED NOT MORE STAIR WELLS AND BATHROOMTO �DNM'� PLATE To GLAD STUDS e24' THAN 16' O.G. OR, NOT WALLS W/ TILE FINISHFLOOR BOND BEAM DO NOT GUT rp �ceLen�,nx o.s ue � P XOd MASONRY or_ LESS THAN 2x6, WHERE WOOD SOLID GROUT THE BOND ay n.Lv. Mft4NAIL • 32' or— SPACED NOT MORE WOOD BASEBOARD W/ (1l- s BEAM � TToo'n FLAX THAN 24' O.C. (2) COURSE REBARB �`6ALY. 5Tm OV054Ao DO= ATIOVAL RiO.my VIAAP� TTR#OC' r"K eT OTI;I!PASTOW WO,-®' TRACK ER#XKMPst PLR FLOOR ALA�Dv � 1—STORY TYP. INT. WALL TYP. INT. WALL (NON—BRG.) 1A METAL STUDS (NON—BRG.) 2A PIPE THROUGH BOND BEAM B GAS LINE THRU BLOCK s GARAGE DOOR JAMBS D1 SCALE, 3/4'0-iV D1 SCALE, s/4'.r-o' D1 SCALE: 3/4'■1'-O' .uu m... pl SCALE: 1 1/2'•1'-0' b 4 CODE FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 90511. AS 1. • EA. END ROOF SHEATHING FIBERGLASS UN ABB SHINGLES B WITH UNDERLAYMENT ROOF SWE TWIN ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER w FIBERGLASS SHINGLES AS PER FDGR 9m9.1.i. THIClWEBB A8 PER PER STRUCTURAL DETAIL SHEET 8N1. WITH UNDERLAYMENT A8 PER FDCR 90x✓.I.I. ROOF BREATHING SHEET SNL SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE _ ROOF SHEATHING SWEETTHICIOS88 AS PER SHEET THICIGEBS AS PER D SECURED PER BTIPFDAGK AT ALL UPRIGHTS SHEET 8NI. SECURED 5/8' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDCaE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR I/2' HIGH a 9 BCHIEDULE STRENGTH GLG 2x FASCIA PER MAX PRE- WD. TRUSS X. 2x FASCIA PER BOARD REFERENCE ELEVATIONS o. ELEVATIONS INA PER ELEVATION VENTED SOFFIT STRUCTURAL VENTED SOFFIT 8tE ENE Y FORMS FO CONY 2x RAT RUN SECURED PER RG TRUSS WALL SHEATHING PRE ' TRUSS INSULATION R-VALUES PRE ' THICKNESS AS PER STRUCTURAL DETAILS UTALL SHEATHING REFERENCE STRUCTURAL SHEET SNL SECURE PER THICKNE88 AS PER MTL. DRIP EDGE MTL. DRIP EDGE INSULATION R-VALLE B FOR PER ELEVATION FASTENER 8CHEDULE PER ELEVATION SHEET 8NL SECURE PER 2x FASCIA PER T.P 2x FASCIA PER ON GREET BNI FASTENER SCHEDULE ELEVATIONS ON, ELEVATIONS 5/8' GYPSUM BOARD OR I/2' ON SHEET 8NL VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT PRE-ETKs.WEGADLEP gCTRU88 HKaN STRENGTH GLG. BOARD PRE-ENG. GABLE TRUSS RIEED WINDOW ATTACHMENT WEEP SCREED A8 PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS, STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 rtB ATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES 8PECIFICATIONS RENce 6e2 P.T. PURRING STRUCTURAL STRIPS a 24' O.C. In' THICK, 2 COAT PORTLAND 4x2P.T. FURRING; 1/2' THICK, 2 COAT PORTLAND B' cmCEMENT PLASTER APPLIED IR' THICK, 2 GOAT STRIPS a 24' O,C. CEMENT PLASTER APPLIED In' GYP. WL. ED. DIRECTLY TO MASONRY PORTLAND CEMENT UIDOGC GYP. E BD. , CMAI DIRECTLY TO MASONRY WOOD B� PLASTER APPLIED DIRECTLY TO MASONRY FIN. FLR. _ m'-m' FN. FLR 0'-0' FIN. FLR,L 'r _ J, m'-m' FIN. FLR d VI. a, GMU 4. tl'. ' ROOF SHEATHING THICKNESS IS -4 ROOF SHEATHING THICKNESS IS om avaDly ae IrOT: ABBOTT PARK LOT #40 BLK #7 PRO"WT#► 04 81.000-40071 MODZI4 3EEB "2260—ELSTON" OA39Ada BIFEW s LEFT PAGZS: DETAILS (SHINGLE) 160 MPH E . • a 4 .• < ENGINEERED PER ASCE T-I6 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R3003 AND 1605B.1. ., a a ENGINEERED F'ER ASCE -1-16 IN ACCORDANCE WITH FBGR 2020 "ITH EDITION, SECTION R301.13 AND 16095.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOS W/ WINDOW OPENING v TYP. WALL SECTION NO OPENING NOTE: 4 1—STORY HIP D1 SCALE: 3/4''I'-o' BLOCK WALL METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES 5 1—STORY D1 GABLE BLOCK WALL SCALE, 3/4•,I.-m. METHOD TO BE USED FOR THE INSTALLATION OF ROOF Ul—.RLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES p AR NO (2) TWO LAYERS OF ASTM D226 TYPE It OR ASTM D4869 TYPE III (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 04869 TYPE III xDrr DATM 09/21 21 OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. SCALE: 1/4"=1'-0" Biro= D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH U DERLAYMENT AS PER FBCR 90511. AS PER FBCR 905.1.E ROOF SWEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SWEET SNL SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. PER PRE-ENG WD. TIWS -- 24. O.C. MAX. Ev ION 24' OG. MAX. METAL DRIP EDGE—" METAL DRIP EDGE BATT INSULATION 2x FASCIA PER REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER—/ VENTED m O.N. 5/8GYPSUM BOARD ELEVATIONS SOFFIT TYR OR 1/2' HIGH STRENGTH CLG. BOARD VENTED—/ REFERENCE ba FIRE -STOP SOFFIT STRUCTURAL 4.1 INSUL. REFERENGE� STRUCTURAL g WJ a WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL m 3/4' T 4 G SUBFLOOR 1/2' THICK, 2 COAT tt GLUED AND NAILED 1/2' THICK, 2 COAT—� PORTLAND CEMENT AS PER NAILING SGDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY n MASONRY R W FIRE -STOP 7fVLEVATlL`N W FIRE — STOP -BEE STRUCTURAL SEE STRUCTURAL— R LEVATION 5/S' GYPSU"1 BOARD OR 1/2' HIGH STRENGTH CLG. BOARD IfELIEV TON 1X2 FIRE -STOP 1>0 FIRE -STOP—"' R-4.IINSUL. 1/1' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Da FIRE -STOP WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL bc2 P.T. FURRING STRIPS • 24' O.C. 8' CMU V2' GYP. UUL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO IX2 FIRE -STOP BATT INSULATION REFER TO ENEMY CALCS FOR VALUES 0 5/0' GYPSUM BOARD rOYp. OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP -4.1 INSUL. T 3/4' T 4 Co SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE a 'a w M R 4_7KEEvA_flo_N VATION 5/8' GYPSUM BOARD OR In' 140444 STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS • 24' OG. a' cral 1/2'GYP. UJL. ED. WOOD BASE - d • d. Q. . n. n. d: 4: n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'0-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA 8: 0003325 94 $ � kak 6 rr atnmxv. ae LOT: ABBOTT PARK LOT #40 BLK #7 paoi CTfp 04 1.000— 0071 MODmLt 3EEB "2260—ELSTON" GARAGm awnaG. LEFT PAGmt DETAILS 160 MPH EXP. C 2 I ROLW AAR NO A r09/21/21 1/4"=1'-0" T D2 TOr, 2X6 P.T. a CENTER OF DOOR HEADER SECURED W/ (U V2' X S' J-DOLT ILO 4' MN EO4 BEDMT W( 2' x 2' x VS' WASHER 4 NUT opt W/ (2) V2' X S' ANCHOR DOLTS W/ 4' MN EMDIDFINT WY 2' x 2' x W 41461 ER 4 MJT— 7�4�■'��IJ�■wC ® TO APC WV V4'TAPCONS I V2' EBED. 0' OC- 4' ED DIET, I U2' EDGE DIET. 16 I wvuw. its X 2' X VO' WASTER 4 NWT. 11) WIHN S' OP TOP. (V WTn4N W OF THE DIM, ® (5)EVENLY SPACED. mil i®r NOTES, ALL ANCHORS SHALL DE N ACCORDANCE TO MANUPAGTURERS INSTALLATION INSTRUCTIONS WMRE SUCH NOTRZTION & ARE MORE SIRNSENT GARAGE DOOR 1 BUCK ATTACHMENT VN-r.0' V2' X4' P.T. NA e' cm ❑ DOOR DOOR DRYWALL k4 P.T. OR 5/4'X4' MN HRU NOTE, SWIM AS NEEDED TO PLUMB JAMB, (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3/4" OR +5/4" (Z O11 TO BACK +3/4" OR +5/4" 2X4. SECURE TO BLOCK W/ 3/16' TAPCGNS MN SWANK SIZE JO MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WTHN S' OF EACH END 4 D' or_ MAX 6PACN0t 2X6, =RE SECUTO BLOCK WY(2) 3AW TAF=N6 MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 114') S. cm WITHN 6' OP EACH END 4 D' OC. MAX SPACING. V2' DRYWALL 2XS, O)ia I'X4' SECURE TO BLOCK P.T. NAILER WV(2) 3A6' TAPCCNS DOOR CASING MN SHANK SIZE 145 MN HEAD SIZE J00 MN EMBEDMENT 1 tm WTNN 6' OF EACH END 4 WO.G. MAX DOOR JAMB OR WINDOW �� ATTACH TO 2X PER MANIPACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" B �w011 TO BLOCK +1 1/2" 2XM SEGUE TO BLOCK WY 3K6' TAPC" MN SWANK SIZE .MS MN. HEAD SIZE .300 MN EMBEDMENT I Me) WTHN 6' GP EACH END 4 UU' OC. MAX SPACINi 2X6, = NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" B �w011 TO BLOCK +1 1/2" 2XM SEGUE TO BLOCK WY 3K6' TAPC" MN SWANK SIZE .MS MN. HEAD SIZE .300 MN EMBEDMENT I Me) WTHN 6' GP EACH END 4 UU' OC. MAX SPACINi 2X6, = SECURE TO BLOOK W92) WW' TAPGOMS MN SHANK SIZE J45 MN HEAD SIZE 308 MN B'BIDMENT I V4•) WITHIN 6' OF EACH END 6' CM IS' OC, TM14X SPAC61Ca In'DRYWALL 2XS, CM ❑ SECURE TO OLOOK I'X4' WK2) 3)W' TAPCONS P.T. NAILER MN SWANK SUE J45 TA6' ODD. X 4' MN MAD AD SIZE 300 MIK OMDlDMENT 1 V41) DOOR CASING WITHN S' OP EAC44 END 4 IV OC. MAX SPACING. DOOR JAMB OR WINDOW ATTAO4 TO 2X PER MANUPACTURE6 DETAILS. NOTE, SWIM AS NEEDED TO PLUMD JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +1 15/18" 6Z\ NDOX TO BLOCK +1 5/18" 2X4: SECURE TO BLOCK 11 3/16' TAFCONS MN SHANK SIZE JO MN HEAD SIZE 300 MN EMBEDMENT 1 V41) WITHIN S' OF EACH ENDW OC. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WN2) W*' TAF4CON6 3M' TAPCON MN 1-1/4' MN 614AW SIZE Job EMBEDMENT INTO BLOCK MN HEAD SUE 3" MN EMBEDMENT 1 1/4•) WITHIN 6' OF EACH END 6' CMS.! 4 E' = MAX SPACING. IA' DRYWALL ET ❑ PX4• SECURE TO BLOCK SEC WK2) 3/16' TAPCON6 P.T. NAILER MN SHANK SIZE .WS DOOR CASING MN HEAD SIRE 380 MN MOMENT I V4') WTHN 6. Or EACH END 4 IS' OC. MAX SPACNS. DOOR JAMB OR WINDOW ATTACH TO 2X PER MA PACTUIEb DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLACK +2 1/4" s ■ TO BLOCK +2 1/4" 2X4, SECURE TO BLOCK W(3A6' TAPCONS (MN SHANK SITE .INS MN HEAD SIZE 900 MN EMBEDMENT I V49 WITHN S' OF EACH END 4 IS' O.C. MAX SPAWN& 2X6, SECURE TO BLOCK WX2) SM' TAPCONS MN SHANK SIZE 346 MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN S' O' EACH END S' cm 4 IS' OUr. MAX SPACING. �' DR�'UlAL1 DID SEC, SECURE TO BLOCK 1'X4' WK2) 3M,' TAPCONS P.t. NAILER MN SWANK SIZE .Wb DOOR CASNG MN WEAD SIZE 300 MN EMBEDMENT I V4') WITHIN S' OF EACH END 4 IS' D.C. MAX SPAT M DOOR JAMB OR WINDOW ATTACH TO 2X PER MAN,1'ACTURES DETAILS. NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3" /alxi�nr Tn arncr( 4.4" 2X4, 6EGUE TO BLOCK W/ SAW TAPO" MN 6HANK SIZE J45 MN HEAD SM J00 MN CMBEDI'!NT 1 LOW) WITHIN 6. OP EACH END 4 is, OC. MAX 6PACNG. NOTE: STRUCTURAL 2X MUST BE 2X6, ® CN OUTSIDE 4 6EC IRED SECUR SECURE E TO CLOCK TARO" NON-STRUCTURAL WW2) 6' 3ATAPCON MN I-V4' (MN SHANK SIZE J4S EMBEDMENT INTO BLOCK MN HEAD SIZE J00 MN EMBEDMENT I v4') S, 0 U WITHIN S' OF EACH END 4 IV Or -MAX SPACING. — IQ' DRYWALL DO, ® 1'X4' SECURE ro BLOCK Rr. NAILER WN2) SA6' TAPCCNS DOOR CASING MN SWANK 612E J4b MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 2ND 2X SECURE TO STRUCTURAL WITHIN S' OP EACH END MEMBER WK2U24 W rWN 6' 4 IS' O.C. MAX OF EACH BIND / 6' TO W = MAX SPAC6Ki DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, SWIM AS WEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT ExOED V49 DOOR JAMB TO BLOCK +3" rlT<INi1nt• 'IYf MAt:Y 14" 2X4, SECURE TO BLOCK W( VW TAPCONS MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN W OF EACH END 4 WI' OC. MAX SPACN6. 2xb, SECURE TO BLO UY(2) V4' CK TAPO" MN SHANK SIZE J45 MN HEAD SIZE 308 MN EMBEDMENT 1 V4') WITHIN 6. OF EACH END 4 IV O- MAX SPACING. 2x& CEM SECURE TO BLOCK UV(2) V4' TAPCCNS MN SHANK GIM .146 MN HEAD SIZE 300 MN EMBEDMENT 1 V411 WITHIN S' OF EACH END 4 IS' OC. MAX SPACNG a, Cm ET V2'DRYWALL 1w P.T. NAILER TK'Oba X 4' MIN. i- DOOR CASING DOOR JAMB OR WINDOW ATTAC44 TO 2X PER MANUPACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3 7/10" G 1ILND0W TO BLOCK +3 7/16" 2X4, SECURE TO BLOCK WY V4' TAPCONS MN SHANK SIZE Job MN HEAD SIZE J00 MN EMBEDMENT I V4') WITHIN S' OF EACH END 4 16. O.C. MAX SPACING. 2x BD SECURE TO BLOCK WK2) VW TAPCONS MN SWANK SIZE J45 MN HEAD 612113" MN EMBEDMENT 1 V4') WT14IN S• OP EACH END 4 W OC. MAX SPACING. 2XS, cm 8110,11111E TO BLOCK UW2) V4' TAPCONS MN SHANK 812E .145 MN HEAD SIZE 300 MN EMBEDMENT 1 V49 UUTHN 6' OP EACH END 4 D' OC. MAX 6PACNG. NOTE, STRUCTURAL 2X MUST ISE ON OUTSIDE 4 6ECJRED THR00014 NON-STRUCTURAL 3A6' TAPCCN MN I-IAV EMBEDMENT INTO BLOCK t y S' cW V2' DRYWALL ❑ PUIr P.TT.. HALER 1� 1' P.T. X 4' MIN. II�II� i- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MAN UFACTURE6 DETAILS, NOTE, 81414 Ab NEEDED TO PLUMB JAPE (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 3/4" A 1FRIDOR TO BLACK +3 3/4" -1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 www.Sbdwtgngroup.wm AA #: 0003325 J C s a O LsvLmiv. ae Lc4oaY ABBOTT PARK LOT #40 BLK #7 PaoizCTTIT 04 81.0 0-40071 moz)z a 3EEB "2260—ELSTON" GAPZAGZ WIFING2 LEFT PAGM: DETAILS 160 MPH EXR. 21 �� NO93�) DATO 09/21/21 scALLCT 1/4"=1'-O" diI■1m'1 D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATIONDATE 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 1Z/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 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 20456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 104S6.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FOCR 10/22/2023 E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 11495.4 SIMPSON MP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON MP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON MP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON PSTRUCT.COMP. MP. WOOD CONNECTORS 2020 FBCR 12/23/2023 30S31.16 SIMPSON OMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON OMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS G ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 22/31/2023 16503A KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019A AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 P�7860.1 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020FSCR 12/31/2021 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 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 5/21/2029 2395S.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 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/32/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR IZ/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single IRe EXT. DOOR 2020 FBCR 1Z/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 22/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/32/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 1SBA CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 08/16/2021 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407.774.4078 www.abdealgngroup.mm L AA #: 0003325 , Ee C g Is s + F LN! i ITI ABBOTT PARK LOT ##40 BLK ##7 PROJWT# 041 .000-40071 MODZ U 3EEB "2260-ELSTON" OARAOs e1111FINOt LEFT PAOZQJ PRODUCT APPROVAL LISTI 160 MPH . C PREPOR-ED CGNi1SOL JO FLANGE OF CON1Ro1. JOINTS EE UMOD TED TO LATH 6 W ' Or- MAX(VERTJ. NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EX16TS EEYOID EXCEPT 61APLES, W) %' LEG MAY IN LOW TO TB•IF. SECURE CONTROL JON1 PLIRNG INSTALLATION —� FASTENERS, TO BE SPACED---777 • T' O.C. MAX VERTICALLY I / R OCIC, 3 COAT CE'SNT WIB LAYER 4, FORTWOM EWLDNG PAPER APPROVED FETAL LAN PA61I NM h' (VMJ OG. MAX AT SLIPPORM URB LAYER 1% STUCCO UIIAP LOOD SWEATMNG l� LATH SMALL BE CONTNUOU6 TFI OUGH JOINTS CUT IN STOPPED � TED AT EACH SIDE PER AB7M CIO" PROVIDE 2X4 BMS LCCK PLACED PLAT MAX. 6' To 6' FROM CONTROL JOINT ILLS! HOTEL CONTROL JOINT FALLS ON L FASTENERS POR LATM TO BE NAW.S On- STRUCTURAL STIR 6TAPLE6 N COMPLIANCE UV ASTM CW&S 2. WRC TES, To ISE (NO. IS) 004T6' WINE: 3. BLOCKNG SNOUN MAY SIB N ADDITION/ TO WALL STUDS REQUIRED PER PLAN O"M•• TYPE CONTROL JOINT OL Fd,D tILYb . P1.1 •tea I O Pr. INYMD. FL A T. a.AN . PT.6 • CMAM . Ff.O r61ULE ow E O%P=0 M1Mflli a. a.A.. n. r FOLD • O1--.PTA 2. Cost&= . PT. r l OMAN . Ft.O 4. POLO Pr. O 0 "In. 6 TILL Pf. O TOUC1es BOTTOM PLAN a w PLANE ~ie� 1wnR nrrt EE Co. 3 COAT CEMENT (alit"1 MY 2 COAT APPROVED BWLDNG UAYAP REOUIR6D PTO 8EGi3lE SMALL BE LAPPED A MN"" OF PIPE/ WIVE TO FRAMING 6• a VERTICAL LAPS (ROLL UM LAYER', RIDS) A 6' • MOR IZONTAL LAPS. ALL SCAMS NEED TO OE TAPED LATH vBRTKJIL LAP TO BE I• STUCCO URAP UTN PORT=* 6LEATMNG TAPE 00BULLATER-J. _ IPEOI 1'ETu uTN 6k6' OLP-ADIERSK MENETRANE / \ PLASMNG OVER 4La4• SELF-ADNERNG FEFEfRAI'E / r Mu t.AP . r11=_tAL I�1u \ FLASMNG OVER APPROVED WOLIN Will PLASNINI4 f0 tY10110 ONTO PI1e4 f iC X X 1 4'w4' 6CLP-ADQM04 PSPftRME PLAS INN OVER APPROVED MOLES URAP. FL48MEIG TO ExrRE.D aNTD PIPE IT METAL LATH UM LAYER al, j' TMICI(, 3 COAT CEMENT q. INr• CONT, BEAD OF SEALANT STUCCO WRAP I PLASTER INSTALL APPROVED NOLISEWEAP AIR LATH INFILTRATION BARRIER OVER _ / UM POPIBIIR ULAYER -2.RT SFEATMNG URB LAYER 4, FORT I , BUILDING PAPER ) FNkN RSC6 BUILDING PAPER WPM LAYER -1. GV T7T W4LLVESEC710N) 6TUCCO URAP JI UCDD SMEATNIG SECTION PER 9arSESECTIONilli YR r Exterior use of portlane cemert passer shall comply with the appicetion equremenh of ASTM C 926-i8b. MN LA1M LAP. s• tM TT Installation of exterior aMry and framing ALL LAP .hall comply with ASTM C 106319a, KLAP ,-3"VALEER.or SCALE, I IR'al'-O, ASTM 1787. ® KICKOUT DETAIL EW1LDr6 PAPER feeNME cal") r Wm LAYER al. STCCO WIAPfwWE al» SLAP LATE! OF EIILCM.RAF OVER MALMS FLAMM, STOP Ar0/E aar) A• A, FRAME 61,101111 -Y EXiElaldl � u WALL FLA6114E a R.AAMNtl rIRE �) �R WA,ER 1WR NOL (OESD on j� wtuL I17a soLeER en MST aIo X,(! �o rrm, ULAINNO 1t 60TTON a RCQ 4 0 PAIf.IA YSAP altu 11flErYGT1016 NOTE, SIDE LAPS OF METAL PLASTER BASES 64JALL BE SECURED TO PRAMNG t EM R& THEY SMALL BE TIED WIPAEN SUPPORTS WIN CAWIl N. (171-MM) WIRE AT INTERVALS NOT MORE THAN S' (225-19.11 AS PER ASTM CI"& bkm POR REPAN! OF TEAM N U Eft LAYERS, TEARS MAY BE PATCHED WA40M URAP TAPE P!R NUNMlr. SPEC. OR PEEL I STICK SHEATHING STUCCO 4' APPROVED MOM UR'AP. PLASH61tS to G[R]ID ONTO PIPE P OR LESS PIPE I of WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER TI�JrJFnuel L W.82 n S'X5' 'L• TYPE CONTINUOUS I GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) L Zl— CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT Qu ROOF PER ELEVATIONS O"L" FLASHING N.T.S. STEP 01 IFE FENETRATI T.S- 0 STEP 02 TAIL (F LEGEND 6k6' MLF-ADHERING MEMORAMS PLASHM (COI'"ATELE UV HOUSE URAP MATERIAL) OVER 4'N4' SELF-ADNERIHG MEMBRANE FLASHING OVER APPROVED NO" ~. FLAN/NCa TO ExTENb ONTO PIPE CUT AND OVERLAP ONE SIDE CP GELP-ADHEIWNG MEMBRANE FLASNNG DRAINAGE PLANE (UJR5 LAYER it STUCCO WRAP) UJR5 LAYER *2 (FORTIFI5ER — — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO L. WOOD OR-f/1(ot ZIP UJALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE : METAL LATH: LATH TO 5E PER SECTION R-103.7.1 / ASTM C-641-14a, MIN. 2.5 1-56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 1Nww.sbdesigngro up.00m AA #: 0003326 g C O R m F N W E 00 S eumxv. & LOT: ABBOTT PARK LOT #40 BLK #7 PROJMT# 041 .000-4 071 MODSMA 3EEB "2260-ELSTON" OATt"M Q11DdO: LEFT PAGW. WALL ASSEMBLY DETAILS 160 MPH 2 aoL,wc AM =* nR NO D09/21/2 OCALM 1/4"cf-0" WA1e2mz INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP. SIDEl3J AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE CIF FLASHING TO BE, L BOTTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE .' TOOLED SO AS TO DEFLECT ., WATER AWAY FROM JOINTS. X± �.. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i� JOINTS AND INTERSECTIONS r APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL 6IDES,)14' CAULKING • JOINT I I ALL AROUND I I PER SECTION I EAwW h rw and Phshrill9 BACKER ROD I I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. �X. Installation of exterior lathing and framing 1 shall comply with ASTM C 1063.19a, or ASTM 1787. WRD LAYER 01, ..' STUCCO WRAP HOODED VENT r THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 1, FORTIRBER BUILDING PAPER WOOD SHEATHING © DRYER VENT (FRAME) UCM SHEATHING LAYER �, STUCCO WRAP LAYER R, FORT[FIBER BUILDING PAPER woDo CONSTIICTION —METAL LATH S• CHU VINYL CASING BEAD 6' RAISED BAND �wEEP kea® L FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e TOP 4 SIDES 0 DRYER VENT (BLOCK) 15UILDNG PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. W IUIDE STRIP SELF ADHESIVE FLASHING. CLEAN MASONRY BEFORE APPLYRI. Z FLASHING STONE VENEER ELEC. METER FIELDS VERIFY LOCATION I �-OI / ELEC. METER FIELD OVER SCRATCH COAT VERIFY LOCATION HORIZONTAL WEEP SCREED W /STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER "1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ WILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-541-14a, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER V TO Ifs' MID -WALL WEEP SCREED V6* SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES AREA TO RECEIVE — STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR 10 ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER STUCCO Uft WOOD SHEATHING APPROVED HOl1SEWRAP BELOW CUT SUCH THAT 0 NO MEMBRANE _ ENTERS BOX, APPLY TO FACE EDGE WOOD SMAT14NG LAYER 4, STUCCO WRAP LAYER 4, FORTIFIDER ' BUILDING PAPER FETAL LATH WOOD 1/8, TEMUlED CONSTR IICTICN ,Y—FINISH! • WOOD FASTEN TO WOOD STRUCTURAL MEMBER • 1' OL. MAX r a'u 7ir' TOk' MID -WALL uae� xIReR.� L� 6' WDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FRNROH • MASGTRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) APPLY E-Z BEAD OVER 6m MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 5TE P #3 S' WRB LAYER h, STUCCO WRAP WRB LAYER 01, STUCCO UJRAP APPLY 6m MIN— SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HO LISEWRAP UJRB LAYER @, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMEMC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5TEP 05 STEP #6 l 9) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1n S c $ : 8 4 4 r O d A i W 0 S av>sOzv ac IAT: ABBOTT PARK LOT #40 BLK #7 Pnoj=T# 0 181.000-40071 MODEJI,e 3EEB „ 2260 ELSTON GARAGE ErWEWM LEFT PACE: WALL ASSEMBLY DETAILS 160 MPH E P22 rpnan Dw09/21/21 aCALM 1/4"=1'-0" aHETE� dV TT Ara WOOD SWEATHIN WOOD CONSTRUCTION % HAT CHANNEL ' TYPE 'A, DRYWALL WOOD SHEATHING WRB LAYER 9, STUCCO WRAP THICK, 3 COAT CEMENT PLASTER UPS LAYER R, STUCCO W¢AP AMICO AM66-WPWC-lW CUSTOM CASING BEAD NO GAP IN FIELD (GWOLN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD lOA DTL. ® CANT. 1 nOA SCALE, 1 1/2'•I'-4D' EXT. WOOD FRAYED WALL WRB LAYER N, &$-FLOOR DEOGNG STUCCO WRAP WRS LAYER R, FORTIFISER FIRE-ENWO TNA& BUILDING PAPER THICK 3 COAT CEMENT (LEATHERSARIMER ^- PLASTER WEATHER RESISTNE- 6' SAP. • TOP OF WEEP SCREED CARRIER? TO SHEATHING BEHIND WEEP SCREED N�C3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED METAL LATH WOOD SHEAtHNG- 1Y2 2. 6' SELF-ADHEREMG FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHNC$ BELOW —WRS LAYER h, STUCCO WRAP — WRB LAYER 42, FORTIFIBER BUILDING PAPER! • CORNER OF CANTILEVER NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-041-14a, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD S/S' TYPE 'X' DRYWALL W/TEXTURED 4 PANTED FINISH k THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION UVTEXTUREO 4 PAINTED FINISH r THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL C�I�� WOOD CONSTRUCTION .WEATHER RESISTIVE BARRIER h -WEATHER RESISTIVE BARRIER R i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 FADER t CLARIFICATION OF ACCESSORIES ONLY) WOOD CONSTRUCTTON RESISTIVE 01 RESISTIVE •2 ,' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADERABEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 DRIP EDGE INSTALLATION COLUMN SHEATWMG ' WEATHER RESISTIVE I_ _• BARRIER -1 WEATHER RESISTIVE BARRIER 02 6' SAP. \ `Q PEEL 4 STICK I)6'x3' 'L' PLASHING FULLY EMBEDDED IN ROOF CEMENT I $' X 3' 26 GA. GAL V. METAL DRIP EDGE Y,' GAP FOR SACKER SET N PLILL BED OF EXTERIOR GRADE ROD A SEALANT SEALANT, X, MIN. DRY WALL SPACE FROM DRIP FACE TO TREX K I' TMI 3 COAT CEMENT VINYL CASING BEAD PLASTER I AD WATER PROOFING al t f N�,L LAYER (2 LAYER EL PE 4 STICK) \\\ PEEL A STICMX , 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER PEEL 4 STIGU---- 6' PEEL 4 EGE •DRIP ` EDGE 70 DECK I VXI V P.T. OR SRULATED WOOD max) FILLER CONTINUOUS WATER PROOFING 4t LAYER (2 LAYER PEEL . STICU WRAPPED FROM BALCONY DECK TO CANTILEVER W PEEL 4 STICK • DRIP EDGE TO DECK X- GAP FOR SAC R T- ROD A SEALANT FINISH LAYER 12 LAYER FEEL A STICK) S/S TYPE 'X' DRYWALL WAD A PANTED FINISH �' Tt4K2G, 9 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD -� 3' X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT, K' MIN SPACE FROM DRIP FACE TO TREX YW GAP POR BACI@R ROD 4 SEALANT VINYL CASING BEAD WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE CARRIER ,9 3' X 3' 26 GA GALV METAL DRIP EDGE GET N FULL BED OF SEALANT,)P MIN. SPACE PRK`41 DRIP FACE TO TREX WATER PWOOPNG I"t LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM CALCCNY DECK TO TiLEVER ' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING LLEATFER RESISTIVE BARRIER M BALCONY DRIP 11 EDGE INSTALLATION CONTINUOUS Y.i GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER LMAT14ER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 7 -'TE'"N` EATW COLUMN BNEATHING LE G --'ND 6' SAF. 1)6'x3•'L'FLASHMG DRAINAGE PLANE (WR5 FULLY RDOF CEMENT EMBEDDED IN LAYER "I, STUCCO WRAP) METAL METAL DRIP EDGE ON WR5 LAYER #2 (FORTIFIBER ,,.- . — , — . SET N FULL BED OF SEALANT, IS' MIN. 5UILDING PAPER) SPACE FROM DRP PACE TOTREX /INYL CASING BEAD METAL LATH x—x—x—x LLWTER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM STUCCO BALCONY DECK TO QANVER ICK, WOOD OR 111ro" ZIP WALL 3 COAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — V,NTL CORNER BEAD: (SHOWN FOR CLARIFICATION OF VINYL CASING READ SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE, NTS WOOD SHEATHING$ 2x PRAMING MEMBER a' THICK, 3 COAT CEMENT PLASTER 2 1R' t��gP HEED FASTENED TO "ATHNG • .1. O.C. MAk. z �-T— HER -1a, 1— IV WOOD SHEATHING ERNE DRAM YQEA METAL LATH WRB LAYER rt, FOWIFI13ER N OF BUILDING PAPER ONLY) 14A CORNER BEAD ® FRAME 2 1/2, CORNER BEAD (FASTENER 4 SPACING a 7' O.CJ CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK WAS LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFISER BUILDING PAPER----,, METAL LATH J' THICK, 3 CDAT CEMENT PLASTER &'SELF -ADHERING - FLASHING WINDOW FLANGE UkRB" LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER+' METAL LATH i' THICK, 3 COAT CEMENT PLASTER & S14I ADHERING FLAASHING SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFISER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER DRIP CAP \ I I WINDOW FLANGE 1L 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 AA #: 0003325 G 4 musD" da IATt AHB0' PARK LOT #40 LOT #7 PROJSCT/t 0418 ,000-4007 MODELT 3EEB "2260-ELSTON" OAXAGE EIVMM. LEFT PACE: WALL ASSEMBLY DETAILS %160 MPH EA C 2 r5j:)A"TX: 09/21/21 T A3 WOOD SHEATHING GA51W. 5EAD PLAHSTER3 COAT CEMENT TO TRIM METAL LATH LEGEND 1X TRIM MEMBER STUCCO LAYER P a STUCCO 70 WRB LAYER ■2 FORTIFI15ER DRAINAGE PLANE (WRB STUCCO WRAP SIDING TRANSITION WOOD SHEATHING BUILDING PAPER LAYER 01, STUCCO WRAP) SIDING WOOD 841EATHRrG WRB LAYER ■2, FORTIFIBER WRB LAYER e2 (FORTIFIBER — - — — - — "` }` 3^`', " `;�` BUILDING PAPER) BUILDING PAPER i WRB LAYER M, � METAL LATH STUCCO WRAP METAL LATH x—x—x—x -1777777777 WRB LAYER ■I, STUCCO i' THICK, 3 COAT CEMENT I WRB LAYER e2, FORTIF15ER a UCCOYUWAp PLASTER BUILDING PAPER erucco WRAP WOOD OR 1/16' ZIP WALL 6'SELF-ADHERING ! METAL LATH CASING BEAD SHEATHING FLASHING THICK, 3 COAT CEMENT 6' SELF-ADHEREING SELF-ADHESIVE FLASHING — — — — VINYL ANGLED __- (EXPLODED �� FLASHING OR FEEL 4 STICK CASING BEAD VIEW FOR PLASTER SIDING TO STUCCO CLARITY) CASINGBEAD ; ------------------------------------------------------------------------------- 1 a' THICK 3 GOAT CEMENT DRIP CAP i (CROSS SECTION) ;' SEALANT PLASTER `` WINDOW FLANGE g� STUCCO WRAYER P "" /' METAL LATH ;` F :a I VINYL ANGLED ` IIIOCOOGNSTRUOTIo1J CASING BEAD ;: ; BEYora> I , IllooD sisATHINs , '' ' � � `•: ti ` .` ,:: - :: I WAFB LAYER 02, FORTIPIBER i ` �ER-1 E I / �....,.•.; ,, BUILDING PAPER : 5, i UBAt41EIItRESISTIVE 41 1 WINDOW FRAME ,( BARRIEIl4 �// \ I - WRB LAYER e2, FORTIP15ER 1 METAL LATH ::. J■ K T 14' AJ' INDINS / S• SELF-ADHERM6 1 ,• I PLAGWNS BUILDING PAPER i' THICK, 3 COAT CEMENT ' R Ro HI!RSm 6 I WIEATFER RESISTIvE 3 E-Z BEAD VINYL CASING 11 PLASTER ` J■ _ � 1 B41tltllR 9 i i ki ■ / ulAT4lRRESIeTIYE ; (W/%' FLEXIBLE PVC BACKER ROD) �• I eTARTM STRIP 6'SELF-ADHERING y■ J \ E4lItlVER9 w 6' SELF-AOHERM FLASHING 1 �� i PLASHIIA9 ,; , ..r ■ DRIP CAP VO METAL �R MET 7~AWI WRB LAYER h, STUCCO WRAP, 1 0 WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE I I CASING BEAD ® WINDOW ,' ` ` y. xe 6' SELF ADHESIVE FLASHING I IIIOOD TRII I YIO EilR ; WOOD SHEATHING 5 C ( FRAME, W/BAND) �,` 6A!■WCALKNS 2X FRAMING ; ` {.^ / OR othmOVIV \ MEMBER DETAIL BELOW EXPLODED ec®2 SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME ------------------------------------------------------------------------------------------------- 9 TRANSITION Y4' GAP TYP P THICK, 3 GOAT CEMENT WOOD SI BATHING NOTE: CASING BEAD PLASTER SEALANT To wlNDow METAL LATH METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2B LBS. ' METAL LATH I I PER SQ. YARD (UTILITY OR NOMINALWRIS LAYER , WRB LAYER �I, LATH DOES NOT MEET SPECIFICATIONS) Ks PAPER j WINDOW FRAP1£DIr�IFIBER STUCCO WRAP WOOD SHEATHING I WOOD SHEATHING I I WRB LAYER 02, FORTIFIBERBEYOND tfS)crKN • eE�F.ADIBRpX, ' FLAeHnr3 BUILDING PAPER i WlOOD eFIEATHMb '. •' �. WRB LAYER 01, I weArluR Rserorwc ' ''. f .: <• > ., :,. [ . -:.::: '. I THICK, 3 COAT CEMENT A WEATHER RESISTIVE a' STUCCO WRAP BARKER 9 �i \ BARRIER 9 TO LAP PLASTER WEATHER IIIESIeTNE / 6' np1 AB"TOP ! BARRIER -7 / / OF • ' FLASHING xiID' 1 �PmWRB LAYER e2, FORTIFIBER 1 I 1 VINYL ANGLED BUILDING PAPER e.��I,, 1 BARRIER�e18t"E I LAYER 1 GAGING BEAD RESISTIVE METAL LATH I STUCCO WRAP 1 VINYL CASING BEAD i STARTER OMWLVV / `� / (EXPLODED J' THICK, 3 COAT CEMENT I 1 W K eH 6' WIDE PEEL 4 STICK VIEW FOR PLASTER WINDOW FLANGE OVER FLANGE CLARITY) / I 6AI.VD nETAL II,e.ArHeR RE61erlve '2' FLAeFIRNp BARRIER 9 TO LAP I I uirdoDe�R TOP E-Z BEAD VINYL CASING WHIN. r'a�i 46 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) 1 noe1BLE / R MEMBER -APPLY FULL BED OF SEALANT BETWEEN SEP QOD BAdR R) • 6ELr-ADWERINS /' e' eBLF-ADHERNd , 1 FLAbWNS FLANGE 4 BUILDING WRAP CASING BEAD ® RAISED FLA"""'G3 I \ BUILDING BAND (FRAME) �B " S_lt rHl. PLAS R `\ I OR APPROWq VED WRAP - BARItlERSISTIVE ;,,. DARRIEReISTIVE °vGALE: II/2'■i'-(d' BA eeAe VINYL GASUIm -- _ ______________ _________________________________________________________________ WEATAR M"TIVE BARIIWER, RODE) Pvc DING TO STUCCO ® IFRAME TO FRAME BAWER"�elerwE 16 A E Z BEAD WINDOW CASING 9 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774.6078 FAX: 407-774.4078 wwwabdealgn8roup.eom 000332B Y p M q sysaiv. at LOT: ABBOTT PARK LOT #40 BLK #7 PROJECT# 04181.000-40071 No e 3EEB "2260—ELSTON" aARAGZ SWIG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DA mT 09/21/21 sCA•.m. 1/4"-1'—O" 82MIC" WA4 ayNwmuum CARESHOUILDBETAIIENNKEEFINGTHEVENTPPOPERlY ASPHAL-ATURATEDPELT IF AND I ALIGNED. VENT PIPE IS SEALED IF UTLLPED. NAIL N RACE SHQVN IN 4"O4LVANQED USING 1-1I4 NAILS AT EACH CORNER. ROCFNG CEMENT —1-DBE AFPUEDTOALLSHNOLEEDCESNEARTHE NEOPRENE BOOT - NI `•�','•. PaEMEATRM OUT EDGE AND FRCUNOTHEENTRE FEFIMETERAS .`- - •• CUT CUT THE GOOSENECK —OPENING N THE ROOF RED MENDED IN SEVERE WEATHER COASTAL ��'�'•' -=. A••°'• SHEATHING. SIZE THE OPENING IN ACCORDANCE WITH THE CHARTSHOMAN NTH E EVENTAMECHANICALVENTFANG CONSTRUCTION ZONES. _ � •`,,••.' USED, II2F THE VENT OPENING IN ACCORDANCE WTM VENT FAN MANUFACTURES PIPING CONNECTION , �•• '•}•:�„1' T ,•• 1A INSTRUCTIONS. DO NOTCUTNTOTRUSSESORRAFTER$W ENCUTTINGTHE OPENING IN THE RP�VE FER NQE NALS IMETER O THE OPE OTHATTOUNDTHE PERIMETERT LTHE FLAT TOGSOTHATTHENAlfKiFVNOE OF THE VENT LAYS FLAT TO THE R(DF SHFATHNG SIDE 1 THE ASPHALTPIASTIC CEMENT MOLDED AROUND BASE 6 TOP AND SIDE FLANGES OF THE VENT UP AND UNDER SHINGLES. ALLOWTHESOTTOMVENTFLANO£STOIAVON I PIPE AND OVER FIANCE THE TOP OF THESHNGLES. IF c�o �•II ROOF HOOD VENT DETAIL cur 1louEaRAP AT PIS• ANGLE R MODIRED •I' CUT M WONSEWRAP LINE OF a►OOIS OPw4PG \ APPROV— HIOIISEYRI OVER SIEATFPNS OVER MD STID IIIALL STEP 1 INSTALL S'— SELhAD1EMM PLASTIM6 OVER NYLM RANSE AT JAMBS Rx/END FLASNN6 RYP4 �--A / r EELOSI SPILL \1/\ FLEXIEI.! R4ASNN0 OO NOT SEAL EOTTOM PAN STEP 6 FOw-u FOLD-u HIC4MEW Tuac R at wE.0 FOLD M AT. ALIGN PLAMIINO IV Mr. do" OF ou RA MEONAWOALLY PASTEN PA%NW EDISES. aCAP NAILS. STAPLES/ 94TALL DUPONT PLE IG~ AS'R PLASHING AT TIE PLUMBING VENT DETAILS " LDE ADHESIVE — Dd8LE FLASWINS AM DRIP CAP ECTO-WRAP EaARN) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS VALLEYCENTERLWE -WIDEVALLEYRASHNG NOFASTNERSWITHIN 1. OR HEAVIER FELT A�CFGENTERUNE UNDERIAVMEM II %IRA FASTNERSN END OF 3HNC1E MEND END SHNOIE LT ASFRP AT LEAST 1Z'�l'ONID I I VALLEY CENTERLINE ROOFING / CEMENT "CLIPPEDOPF '� �,_� CORNER AT 450EGREES FROM VALLEY . —NE LLR 16 TIZ CONTACTORS RE/P"115ILTY TO vERPY ROOF VALLEY DETAIL Na COITATGRALA OAu .F-ACIacTs NCLuoN� nIE C tRAP. ENLITY OF P SELF -AD ZT6 SCXE. FLASWM HATEM" USED D Wft CONSTE.ICTICK 3. MULL ALL MATERIALS PER MAKFACNIC<tl WIITTSN GFIECPICATIONS SEiL.4Nfs MAY REACT ADVEINELY IF NOT ATIELL LEAN AND SEAL JAMB TO SILL JOINTS WITH DM 11" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK RE�PALIR SCHEME SHOM &WALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER 047MAlON IIFLOW 71 E WMDOW OPENING SEAL WEIRIOR PERt1ETER OF WINDOW WITH SEALANT APPLY OSI HW aC EOLA- )SEALANT, WINDOW" JOINT FLUID AILED FLAsww aLanlco W14711-6EAL RG-84 OR EdLU-1 SLOPE SILL TO EH 1407111, L IT IS TIE OLNTACTORS RIMP' SDILTY TO VERPY Tw COITATIEILITY OF ALL PRODUCTS W--LID010 SEALANTS 4 6W-ADFERO0 FLASwNO MATERtlALs UIED DUIENS C40071WOTUX ]. PLAS14NI AT EXTERIORS WN XYM AND DOOR OF01IN s SNALL M SMTALLED N ACCOMANCE WTI MAN/AGTIER'S INSTALLATION SISTRUCTIONS AND APPROVED MTICD U OF FEC M103A U N ACCOROANCS! WIT14 FENESTRATION MAMPACTOMM'S INSTALLATION AND R A04NM NSTRRCTIONR UAUAM& SEALANTS MAY REACT ADVERSELY IF NOT CC1•IPATIBLL WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS rn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.ab'aslgngroup.<wm AA 0:0003325 a O i alMEDIV. At LOTS ABBOTT PARK LOT #40 BLK #7 PIEDJWT# 04 .0 0-40071 xoaal., 3EEB "2260—ELSTON" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS �..160,XPH E rpsamDA 09/21/21 scALE: 1/4"=1'-0" s WA5 / \ 1/6' TEXTURED FINISH • WOOD. In'TEXTURED -------------- FINISH s CMU �— - - 2x6 SUB-BANb W/I'x4' NOTCH ® FETAL LATH -- I' END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP WOOD SFEATWWs OR cm DRIP EDGE ��\ STUCC0 WRAP(PRAME ONLY) \ = WRIS LAYER 42, FOR TIFIBER -- 1/8' TEXTURED I \ tB'IiRea IINds PAPER FINISH a WOOD I \\ 2xe au RAND I I/S 1/2' TEXTURED \ ROOFING CEMENT d FINISH ® CMU I \\ DRIP EDGE / METAL FASCIA \\ O METAL KICK OUT Ye WRAP ' FROM \ FLAN B — STUCCO, I' FROM \\ --------------- ------ e WOOD WALL \ \ EXTERIOR WALL \ �e (FRAME OR CMU) \\ \\ NOTE: NOTCH FOR 2X(o \\ \\\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY \\ \ ROOF DECK (BEYOND) \ \DRIP EDGE, I' OFF WALL \ NOT INTO STUCCO) \\ \ I 11'1/8' TEXTURED FINISH \\\\\ /WOOD, I/2' TEXTURED FINISH a CMU / 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL L PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-& SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND Wl%'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL x ..': X x x x x x x x x .......:.... x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/06'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGW OOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 w .abdesigngroup.com AA 8: 0003325 ski c ayslnly as WE ABBOTT PARK LOT #40 BLK #7 13PROJMT# 4181.000-40071 MODZ a 3EEB "2260—ELSTON" GARAGZ e1►OMM LEFT PAGW: WALL ASSEMBLY DETAILS 160 MPH EXP. S 11 2" NO 93M DATilk 09/21/21 SICALIM 1/4"=1'-0" Q1EMIT WA6 FOUNDATION NOTES 2'-1" 101-0" 1T-7" TE-1 4 w SLAB TOP OF SLAB EXTEND 4'-0" SLAB i 1/2" 1T-9' 12'-8" 9 I - 4 i� ,•yam; r i� `-4" °o PVC CHASE X H TOP OF � SLAB u 2T-8" i i 8,4' z g O O ono I `� lV I Zak �' Oil = oil W m = UP TO 2ND FLOOR w �� U g _g(MELD VERIFY WII Y' EXACT LOCATION) oil 4 I y I9 a�LL I Q b 1.1 I- — — — — — CW-18X12 N r II F-2 x24 op 7.-g,' I —23'4' CWC� •18X12 g EXTEND I. SLAB 1 112" 1.1 '+ 5112" _ FM-16X18 EXTEND SLAB 1 1/2" I I (1.,., " 14T 30 g„ m 4" CONC. °' I SLAB I to in a Lj Ig W aOw m io ip �• I LLI SIN. 1A 2 I a I N FM-i8X18 i 1.1 1.1LL_ 4 1A — FM-16X18 21'-8" 8'•0" 29'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" 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. 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 12" 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 WINDOWHDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. l l.ONDICATES #5 8AR, UNDICATES #6 BAR, EDICATES #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 = 3(", #6 =361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS, DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING CrOP 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 IS. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, 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 3'-0" O/C MAX. SEE PLAN FOR W WNI SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7lh EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 616 Wl AxW1.4 OVER 3 12" 6 MIL VAPOR COMPACTEDFILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF T.O.F. SHORT LONG FM-16x18 16' CONTINUOUS 16, - (2)#5's `MC-16x18 16" CONTINUOUS IV, - (2)#5's VARIES TE-1 8" SEE PLAN 8" - (1)#6,l TE-2 12' SEE PLAN 10' - (2) #5's F-24x24 24" 24" 1T (2)95's (2)#5's F2-24x24 24" 24' 16, (2)05's (2)#5% CW-16X12 16" CONTINUOUS IT (2j #5's CWC-16X12 16'. CONTINUOUS 12' - (2}#5's 1 #51N CURB VARIES Fi-30X30. 30' 3T 12' (3)#5's 1 (3)#5t 1 (-)0-8" Fi-24X24 24" 24"1 12' 1 (2)#Ss 1 (2)#5s I I(_p, 1441, N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774.6078 FAX: 407-774,4078 www.abdesi8ngroup.mm k AA #: 0003325 q b s�� x d fill �$ I oxnsDxv. a Lam ABBOTT PARK LOT #40 BLK #7 PROJECT#1 04181.000-40071 HoDE1A 3EEB "2260—ELSTON" GARAGE 15WING3 LEFT PAGE, FOUNDATION PLAN %160 MPH EXP. C 2 Dw1E, 09/21/21 scALE: 1/4"=f-0" 1I3EE T s i SLY• MIN. EACH WAY L MONOLITHIC FOOTING yy IV STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED ^— Rv CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND $ SPACING REQUIREMENTS • v� " _ SPACING REQUIREMENTS ^— _ GARAGE DOOR 'r RECESS �� om < r FM uu�H �5 o " 8" CMU WALL I CORNER BARS, SAME SIZE AS LARGER BAR w e• 8" CMU WALL +- f Is. q . IN FOUNDATION WITH 30" LEG EACH > I d WAY A7 ALL CHANGES DIRECTIONS TOP OF SLAB L TOP OF SLAB I . SOTHAT THE STEEL REINF. IB CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE BLAB SCHEDULE BAR SIZE 48 BAR DIAEXT. PORCH SLABCHAMFER (1STORY) .- S�2MASONRY • W SEE SLAB SCHEDULE TOP OF GARAG EXT. PORCH SLAB . ; . CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET gyp. AT ELEV. #3 1g, ISOLATIONCHAMFER (2STORY)W/112'• 7AND 4" CHAMFER (1STORY) ISOLATION J01/2" 6" CHAMFER (2STORYAPPLICABLE)ESCHEDULE #5 30• 30INT VMERABLE) "• • SEE SCHEMLE APPLICABLE) 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING SIZE #6 36' z FOR BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR Ol1ANRiY BAR UA MD, AND BAR QUANTRY IN NUMBER OF BARB (ie. 2 TO 3, PROVIDE 2 BARS), LINO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE CORNER BARS DETAIL DOOR OPENING 1 SCALE:34"=1'-D' SCALE:34"=1'-0" @ GARAGE q SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. POURED CELL LAP TOP PLATE A MIN. OF 48" 8" CMU AND NAIL W/ 15d COMMON Co. NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT 5 #4 REBAR 024" O.C. CENTER aF LAP TO OCCUR OVER STUD OF WALL W/PLAN SLAB 2x4 OR 2.6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS ST. PLATE TO SLAB W/ NEW REINF. BARSECURE SPACING. SINGLE BTM.LATE 1/2"x9" WEDGE ANCHOR W/ 2' SECURED W/ 2- PART TO BE PT. PROVIDE DBL T� WASHER SET IN HIGH STRENGTH " 2" CAPPED I EPDXY. MIN. EMBED PATE EPDXY 5-1/2" EMBED. MIN. 0 16" OC GALVANIZED PIPE zi d 8", LINO a o SIMPSON SPH4 OR SPHB MAX • c• 4 W/FLANGE C BABE FOLLOW ALL MANF. x BTM AND TOP PLATE fu I .• 4" CONC., REINF. W/ SPECIFICATIONS FOR ANCHORS W/ 10d z 1 1f2' n '8 "x8"410 WAM ON { e 4 I USE AND COMMON NAILS FILLALL -MIL POLY ETHYLENE .E M q• p PREPARATION OF HOLES, DO NOT USE 10d . - VAPOR BARRIER ON j HOLE, x 3' SLAB SCHEDULE w • I•' 1-D WELL -COMPACTED SECURE FLANGE TO CLEAN FILL TERMITE SLAB V>d(4) 1/4" X 2 1/4" [SEE '{p TREATMENT SHALL BE TAPCONS m QO TOP OF SLAB BORA-CARE P .. " •. ..4 r (2) CONT. #4 REBAR 4"CHAMFER (1STORY) ••a�-•! f 6" CHAMFER (2STORY) # .; a (2) #5 REBAR ON CHAIRS 2,000 PSF VIRGIN SOIL OR 95% EO. EQ. SEE SCHEDULE 12" MIN. DEPTH INTO z rc VIRGIN OR ENGINEERED SOIL f COMPACTED SOIL FOR MD, BAR SIZE gHWOOD BLAB HEIGHT LESS THAN 3'-8" m0 pER plgiy ADDING BAR TO INTERIOR CURB FOUNDATION WALL EXTERIOR MONO DEEP LLARD MONOLITHIC FOUNDATION 7 SCALE 34'=V-a' (W/ UPLIFT) &�L 6 SCALE: 3/4"=1'-0" SCALE: 3i4"=1'-P' ef221�� LAP TOP PLATE AMIN. OF481' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 49' LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD OF WALL W/ PLAN STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 2x4 OR 24 WOOD BEARING PROVIDE BLOCKING SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE 2x4 OR 2xe WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. O z NAL 12" O/C STAGGERED. PROVIDE DBL. TOP PLATE SLAB Wil S0tl MAASONRSONRY NAIL 12" O/C STAGGERED, m ADIDITIONAL METAL ADDITIONAL METAL w 7 CONNECTORSNOT CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO g w UPLIFT IS PRESENT. UPLIFT IS PRESENT 8" CMU WALL POURED LINTEL CONT. (TYP.) SEE SLAB SCHEDULE x +-a-0" - 'f '' 8" CMU FILLED CELL (TYP.) b "� TOP OF SLAB BEE SLAB SCHEDULE "• « 0-0„ I• 2X WALL FRAMING TOP Of SLAB " " {)' BEE SLAB SCHEDULE S MPSON STB2 BOLTS 5" 1/2" DIA I a40TOP OF SLAB • MINIMUM EMBEDMENT INTO " • •�G_ •�-e_a .— °.'• •°•� - "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND e b CENTERED UNDER WALL AND 18" O.C. VERTICALLY MAX =�" POURED MONOLITHICALLYWITH a - . FOUNDATION AND SLAB < SEE SCHEDULE SEE SCHEDULE EQ. EQ. FOR BAR 312E / FOR WAR, BUR 312E SEE SCHEDULE FOR WAD, MR SIZE BAR AND BAR QUANTITY / AND BAR QUANTITY AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL 6 OR FOUNDATION WOOD WALL (�CALE:3/4"=l'_a' UPLIFT) COMBINED EXTERIOR MONO- OTING AND COL. PAD(NO INTERIOR FRAME BRIG WALL TO SE scALE:34"=1-a' 10 scALE 3/4"=1'-a' 11 scALE:3/4"=1'-a• •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 , C avaDiv & L,oTt ABBOTT PARK LOT #40 BLK #7 PROJWTp 041 1. 00-4 071 MODEL: 3EEB "2260-ELSTON' GARAGE BVIDM: LEFT PAGE: DETAILS 160 MPH EXP. WhAW A ABOU*KMA L AR NO 99799/ A Dw 09/21/21 SCALE: 1/4"=1'-0" 839mm S1.1A STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS B" CMU WALL PAVERS EBAR (TYP.) a w o 2 E. 8" CMU WALL TOP OF SLAB TOPP OFFSEE SLAB SCHEDULE 1/2" RADIUSOR SEE SLAB SCHEDULE Sl�TREADWI*NOSE CHAMFERd TOP OF SLABSEE SCHEDULE FOR MD, BAR SIZEAND BAR QUANTRY �SEE SC LE eDH O EQ, EQ. SEE SCHEDULE FORE AR SIm BAR SIZE AND BAR QUANTITY FOR BAR Siff BAR AND BAR QUANRIV TRENCH FOOTING EXTERIOR STAIR DETAIL INTER CURB FOUNDATION CMU WALL INTER FOUNDATION CMU WALL 2 3 sOR sOR 4 AT ALL PAVER AREAS 117SCALE 7 a LAP TOP PLATE AMIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/PLAN 2,4 OR 2x8 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED WALL W/ S'9 No 2 STUDS SEE Q CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 1Y2"x"' WEDGE ANCHOR Wl 7' WASHER SET IN HIGH STRENGTH rt EPDXY 6-1/Z' EMBED. MIN. @ 16" a w SIMPSON SPH4 OR SPHB OC MAX 8" CMU WALL b BTM AND TOP PLATE ANCHORS W/ 10d x 1 112' - '-0" '• 0'-0' COMMON NAILS FILLALL/'�' ~ TOP OF SLAB ; q' TOP OF SLAB HOLES, DO NOT USE 10d j . • x 3" SEE SLAB SCHEDULE EXT. PORCH SLAB ; i SEE SLAB SCHEDULE CHAMFER (1-STORY) 2 BAR SIZE 46 BAR DIA G q ' a °' _-0�, TOP OF SLAB W/ i/2" ISOLATION HAMFER (2-STORY) #3 18" M 4 `' a q .q• JOINT (WHERE t �2C #4 24"APPLICABLE) • • TCH STEEL #6 30' a _ a 8" PVC CHASE EIN FORCE f RMENT >r 38" THRU FOOTING PER SCHEDULE #7 qy 6" PVC CHASE THRU FOOTING SEE SCHEDULE FOR SIZE MATCH STEEL AND BAR QUANTITY BAR BEE SCHEDULE REINFORCEMENT FOR W.D. BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE INTERIOR FOUNDATION WOOD WALL THRU FOOTING 5 6 SCALE: 3/4"=1'4' (W/ UPLIFT) SCALE:3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407-774-4078 www.Bbde WWoup.wm AA #: 0003326 h b s 2 q1f OUNDIV & LOTS ABBOTT PARK LOT #40 BLK #7 PaOJI=T# 04181.000-4007 MoDzu 3EEB "2260-EL5TON" GARAGI4 OWING: LEFT PAGIC: DETAILS 160 MPH EXP. C 2 D. 09/21/21 OCAIM 1/4"=1'-0" eI91MET S1.1B •1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA $: 0003325 y 4 I I L mmmmow aysaiv. ae IAT: ABBOTT PARK LOT #40 BLK #7 Pnon=T# 04 8 ,0 0-40071 MODMIA 3EEB "2260-ELSTON" GAXAOa 87/Eics: LEFT PAQZ: FIRST FLOOR DOWEL PLAN 160 MPH EXP. 2 FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10"HOOK E GROUTED BOND BEAM C VARIES PER ELEV. f d • CLEAN OUT REQUIRED 4. FOR INSPECTION � TIE VERTICAL REBAR TO HORIZONTAL "d:" REBAR W110" HOOK �— BAR SIZE 48 BAR DIA z � #3 1 le, s #4 24" #S 36' #7 42' HORIZONTAUVERTICAL � REINFORCING SCALE: 3/4"=1'-tl' u� I NEW REINF. BAR SECURED Wl2-PART EPDXY. MIN. EMBED J 8", LINO w Q FOLLOW ALL MANF. io SPECIFICATIONS FOR I USE AND j PREPARATION OF HOLE. _ d , d .4, ad STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-tl' OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA METHOD 24 HORIZONTALNERTICAL 30" REINFORCING #5 36 2 #7 42' SCALE: 3/4"=1' 0" #5 BARS a I 1-0 EF I Tyr CMU UNIT DIMENSIONS ARE NOMINAL SIZES • m 3 MASONRY SYMBOLS SCALE: 3/4" 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdealgngro up._M 0003.21, ib R sV3Dzv. a Lem ABBOTT PARK LOT #40 BLK #7 P1tOJECT# 04 8 .000-40071 MODULI; 3EEB "2260—ELSTON" 0AAA0E 81ix0: LEFT PAGE: DETAILS 160 MPH M. C 2 2�,21, -M ►O DATEk 09/21/21 sCALz: 1/4"=1'-0" mime" 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/Z' HDG NAILS. CONCRETE TO WOOD FLOOR: S IMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: S IMPSON 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 METALCONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 8. 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 (41, 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 REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS38, .177" ° x 2 7/8" LONG, WITH WASHER @ 18" 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. HEADER SCHEDULE MARK DESCRIPTION REMARK tO (2)2xe (2)2X12 BEAM SCHEDULE RRRRM INDICATES OPENING BELOW / T 0.0. = TOP OF SEAM/ B.O. L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (pyi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE I SPACING BBI MASONRY 3000 B116 (1)#5 (1)N5 N/A GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1RF14-1T/0M/0B 3TM. 8'-S" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 ww W.abdeslgngroup.com L AA #: 0003325 C L s b m � r Q �1 1111 Jill 1 �11 I I I.Tj avaaly as LOT: ABBOTT PARK LOT #40 BLK #"7 P1toJECT* 04181.000-40071 xonzlz 3EEB "2260—ELSTON" GARAGE 8WEIMS LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH E A nR No DA 09/21/21 SCALE: 1/4"=f-0" a11EET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 3a' TYPICAL #5 BAR IN BOND BEAM CORNER {�� 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. B'k6' y ,#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE#5 BAR IN LINTEL c� PLACE STEEL 3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. �J REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#6 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k16" 6 / COURSE LD THE DOU BLE OF BOND BEAM BOND IS OMIBEAM TTED AND AIDE WITH A LINTEL S PLINTEL THE LACED. THE STEEL0OM BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1' TOP OF THE LINTEL. g A tea. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 1V' DEEP. -- / P® p�`'E4E 8xi6 DBL BOND TOP F / 4 1 p9 BEAM W/ (I1#58AR BOND BEAM �Q EACH COURSE • 8z8 BOND BEAM T • W/(1)#5i BAR .e�: BOND B) F = FILLED WI GROUT I �`p-M� U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN2ND BONG BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 6 �16-1T/1 �/c B LINTEL WIC(1)#5 BAR (2)AST E 6 Q�¢ NOMINAA LENGTH OF BAR=WIDTH OF MASONRY HEIGHT# OF #5'S, TOP OPENING-2" SIGNATION THATXFXXNGTiMABINDICATESADOUBLEBONDSEAMBOND BEAM COURSE #OF#5'S,BOTTOM 88PRE-CAST CONCRETE 2 BEAM DESCA AND XFXX- IT.UM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, WlO STEEL IL')REfER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX -1T/I WOO INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1T.UM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE.300 MIN EMBEDMENT SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN y 3 7�„ PRE -CAST ..4 28 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .3D0 SILL MIN EMBEDMENT 1 114") 8" SLOPE FROM EACH ENDAND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT b 2.8 (MIN 2 X3)2-3116 TAPCON DRI E PIN OPEN FACE SHELL SO SHANK SIIZZE. 145 MIN HEADN AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") B" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MINREQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK E0. END VCMU . BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7116'. OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP 3 scALE:34'=r-a SCALE: 3/4"=1'-0' PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. II SINGLE#5 CORNER BAR, 3Ox30 TURNED UP a pP� I I OR TURNED DOWN INTO STEEL REINF. OF BOND. BEAM FILLED CELL II I II / II II/ 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND.BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-d' SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 h s m p O Btn DLV, & L�OTz ABBOTT PARK LOT #40 BLK #7 PLPAJL'CT# 4181.000-4 071 WoDzu 3EEB "2260-ELSTON" GAPAoa BWDM. LEFT PAGW. DETAILS 160 MPH EIR. C "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH eU8 B/s-w Ills-1T 1 1TOB 1T108 1Tim TYPE LENGTH 818 PLAIN N SOLID TYPE LENGTH 81 IT 16-iT B120-1T VA -IT V 1T 811 IT 81816 e-IT11 troI 1rn true late e/62r $11W 8120ZT 914 812827 -Zr8ra2 3'8" PRECAST 1438 952 3114 4217 5321 8426 7531 3'8 PRECAST 689 1024 3'PRECAST 8" 1669 3524 4304 5293 $132 7001 2486 9113 e3M 7708 Boni 10000 1689 3624 4994 52e3 8132 7001 4'-0' PRECAST 1085 700 2305 3125 3946 4785 6667 4'4' PRECAST 514 763 4'40' PRECAST 1363 30e0 3816 46M 5325 e079 1961 6113 7102 am 7627 8751 1303 3080 3B16 4670 6325 e079 V-6- PRECAST 619 1770 2400 1 3033 3686 4300 V4r PRECAST 398 591 V4r PRECAST 12D7 2562 3376 4043 4711 5379 lox 5743 7547 0752 6641 7686 12D7 2707 3375 4043 4711 6379 5aT' PRECAST 931 1247 1998 2550 3123 35M 4249 5' 4" PRECAST 411 411 5'�" PRECAST 1016 low2374 2844 3613 4084 1319 4480 7108 7342 5780 62� 1018 22M 28M 330 3961 4064 5-10• PRECAST 817 1024 1631 2090 250 3009 3470 5-10' PRECAST 340 338 5-10" PRECAST We 1499 1971 2443 2915 3387 1161 3683 5877 a03a 6548 577a 920 2080 2698 3107 36M 4133 8' 8' PRECAST 892 1139 3227 3031 3707 4383 5001 8'-6' PRECAST 410 721 8' 8' PRECAST 835 1201 1678 ION 2332 2708 1130 3227 4508 7054 10000 8825 835 1oas 2320 2790 3251 3712 T-0• PRECAST 670 e38 2490 22D5 2898 3191 3e85 7'-W PRECAST 303 634 T-8" PRECAST 718 900 1181 1402 1743 2D25 2408 3108 4864 7067 6472 m 1624 2U5 2420 2a27 3228 9'-4' PRECAST 428 G8 169s 22D4 2481 2818 2821 ��• PRECAST 192 384 9-4' PRECAST 454 666 767 918 1120 1310 a99 1674 2206 3OB1 4000 4809 572 Isis 1643 19e9 2164 2519 10'-0' PRECAST 388 487 1247 1787 1904 2103 2028 10-0' PRECAST 151 301 10 8' PRECAST 356 468 $12 755 we 1042 650 1407 1897 2781 3222 3784 504 ilea 1472 1703 17io I989 11' 4' PRECAST 330 6" 1312 1742 2252 2868 MO 11' 4' PRECAST 132 417 11' 4" PRECAST 430 408 No 063 777 872 644 7912 1742 2252 2888 3662 486 1042 1972 1849 1470 1710 12'-0' PRECAST 308 607 1210 1508 2048 250 3191 12-0' PRECAST 111 370 12'-0" PRECAST 383 306 476 667 89e 783 aDl 1210 1698 2018 2686 3171 440 940 1900 1580 1914 147e 13W PRECAST 270 433 1045 1365 1732 219 me 13'4` PRECAST 82 208 IT-C PRECAST 308 303 393 484 575 846 414 1046 1386 1792 2916 2BOS 308 78D 1067 1312 1071 1208 14'-0" PRECAST 254 368 078 1272 1608 I= 2279 14'-0` PRECAST 71 299 14'-0" PRECAST 279 778 380 443 me BOB E0 978 1272 IBM 1990 23� 378 717 Gat 1192 975 1133 14'-8' PRESTRESSED N.R NR NR NR NR NR NR 14'-8' PRESTRESSED N.R. 283 14'-8' PRESTRESSED 230 422 506 826 740 865 456 ION 1420 1824 22TF 2712 246 so 9OO 1237 1474 171E 15'-4' PRESTRESSED N.R NR NR NR NR NR NR 15'-4' PRESTRESSED N.R. 252 1& ' PRESTRESSED 224 967 464 574 OB4 793 412 1014 1340 1703 Vie 2513 no 616 ON 1134 1353 1572 1T�• PRESTRESSED N.R NR NR NR NR NR NR 1T-4• PRESTRESSED N.R. 183 1T4' PRESTRESSED 187 326 365 451 087 BBO eoo e66 1121 1413 1739 2047 102 506 720 501 1135 1312 19'�' PRESTRESSED N.R.235 NR NR NR NR NR NR 19' 4` PRESTRESSED N.R. 148 19'�' PRESTRESSED 102 286 348 430 513 505 738 950 1200 1467 1718 lee 420 023 e03 950 IWB 21' 4' PRESTRESSED N.R.78o NR NR NR NR NR NR 21' 4' PRESTRESSED N.R. 125 21'�' PRESTRESSED 142 210 308 381 454 $27 see 833 1039 1166 1468 142 373 537 no BIG 943 22'-0" PRESTRESSED N R NR NR NR NR NR NR 2,-0. PRESTRESSED N.R. 116 22-V PRESTRESSED 137 22a 20D 360 428 497 1e5 550 7e4 992 1209 is81 IV EB 513 on 779 900 24'-0' PRESTRESSED N.R.NR NR NR NR NR NR 24,-W PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 245 302 300 418 129 460 854 824 1014 1147 124 319 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE* 19-0130.13 •1 N. RONALD REAGAN BLVD, LONG W OOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdmoigroup.wm AA M: 0003325 ,o w 0 3 aUDDIV. & IAT: ABBOTT PARK LOT #40 BLK #7 P1toawT* 04181. 00-40071 MODEII,t 3EEB "2260— EI9TON" GARA031 BVfMQ: LEFT PAGE: SAFE LOAD TABLES 160 MPH E C 2' Dwan" 09/21/21 8CAIM 1/4"=1'-0" origin" S2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/(9)10dx 1 1/2" HOG 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" 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. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 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 REVIEWAND APPROVAL. 10. PLACE 2.4 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 P81536, .177" " x 2 7/8" LONG, WITH WASHER (H 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTIC 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. COLUMN SCHEDULE SIZE 6 BASE PLATE OR MARK DESCRIPTION REINFORCEMENT REMARK 414 (3 1/7'x31 q") HT14 W/ 5/8" CIA x 5" EXP. m SYP. PT, WOOD POST BOLT 4x4 (3 1/7'x31/2") ABU44 W/ 5/8" DIA. x T Q SYP. PT, WOOD POST EXP. BOLT r- — — — — — — — — FIRE DRAFTSTOP L— — — — — — — - 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. - JnSTOp FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS 'I I 3/4" PLYWOODI DRAFT STOP PRE-ENG. FLR. JOISTS 11��II I I fl 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS f1 II II II r m \T \ u u n u 11 11 11 It 11 11 It it -lip R II II II II I II II II it II II II II II II II II II II II II II I I I I II II II II II II II II II II II II II II II II II II II II II it II II II II II II II II II II II II II II II II�,"II II II II II II II Il�,zl � �'li II II II Ilc„II II II ;III, it --IIIN; II II II fF IF II II II it II It It I I II II II �=��`if--N� II II II f�1t� II II II II II II II II HI II II II II II II II II II II II II II II I. It11 11 11 1111 11 It11/ ") 11 11 11 1111 u u n II II II II II II II II II II'� � II II II II II II II II II II II II II II II II I'' II II II II II II II II 2X4 WOOD BEARING II II WALL W/ SYP N0.2 II II II II II SECURE-12HDR it II II II STUDS OPOF WOOD II II IIBL II II W/( 4) DB �Sm I II WALL EL. 8'-W. II B STUD u u ,NAILS .. .. ! 1 It HJ10 PROVIDE DRAFTSTOPPING SECU 12 H ro ALONG THIS TRUSS AS TO =_= TOL 20 = __ LIMIT AREA TO 1000 S.F. W/(1 BL PER FBCR 502,12 NAILS STUDS _—___—_______—__❑ C1G SIMPSON HU26 W/(4)1/4"X 2 3/4" TITEN 2 ANCHORS TO CMU & (2) 10d X 1 1/d" GALV. EJ4 NAILS TO TRUSS n ' SIMPSON LGUM46-SDS W/ (4) 3B" X 4" TITEN HD ANCHORS TO CMU & (4) 1/4" X 21/2" SDS SCREWS TO BEAM PRE FABRICATED I -JOIST 9B 10B 31 I y`Sr 0 24" O.C. MAX 1 1 O v SIMPSON HETA 16 W/(2) _—_-- _---_—_-- I 1/2"WOOD PANELS FJ4 FLOOR FRAMING PLAN SCALE: 1/4" = V-0" WOIST 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdesigi g up.com AA #: 0003325 Y O ra J F. avaaiv. ae LOTs IN ABBOTT PARK LOT #40 BLK #7 Pnon=Td1 4181.000-40071 Woass, 3EEB "2260-ELSTON" GARAda aTM91 h LEFT PAGM FLOOR FRAMING PLAN 160 MPH EXP. 2 D` 09/21/21 8CAXAM 1/4"=1'-0" B:saMT s3 SMEB THam E4nc THN70E;8 4500 3/4"WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 1 2z LUMBER 0000,44 ENGINEERED WOOD TRUSSES 413-(l) SHEATHING, SEE ® 24" O/C, SUBMIT SHOP ALUFLOOR DRAWINGS FOR REVIEW G A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL R SCHEDULE" # 1100 UPLIFT SIMPSON (9) 10d x 1 p' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA15 HTSM20 W/1010d TO 1342) SIMPSON HETA16 TRUSS ANCHOR WITH "RCOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 Z' x 4", TRUSS AND (4) 1/4" x 2 1/4" SHEATHING TITEN 2 ANCHORS TO (12) 16tl x 1" NAILS TO TRUSS FASTENER SCHEDULE" (8)10d x 1 �" NAILS TO a", 8" x 4'-0" MAY BE ADDED CONT POURED LINTEL DEL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDES' W/ 10d NAILS, 2 ROWS, 3" OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE # 1800 UPLIFT (2) SIMPSON C-(1) SIMPSON LGT2 GIRDER TIEDO'.MJ WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX TO 1 NOTE: A PT SYP #2 7' x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (18) 10tl x 3 e' NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' HEAVY UPLIFT TIEDOWN REQUIREMENTS. BLACK WALL W/1010d TO CONNECTOR LONGWOOD, FL 32750 WITH (12) 1Sd x 3 �' NAILS 70 GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 2 1/4" PH: 407-774.6078 5iiADDITIONAL PLY MAX TO PSON LGT3-SD62.5GIRDERTIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407-7744078 1 x2, Zx WOOD FASCIA C OMMODA E USSwww.abdos a com CONT POURED LINTEL SEE ARCHITECNRAL ANCHOR REQUIREMEMS. �" x 5"TITEN HD i0 CMUAND (12) SDSro P2x SECURED W/ (3)16d O GIRDER AA #: 0003325 GALV. COMMON NAILS. ENGINEEREDWOODPSON fGTR GIRDER TIEDOWIN WITH lx2 SECURED W/ 10d TRUSSES 0 24" O/C, 1x2 2x WOOD FASCIA (2) J' x 5" TITEN HD TO CMU AND (18) SDS *'x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER 1T O/C FOR REVIEW SEE ARCHITECTURAL 2x SECURED W/ C-(2) SIMPSON FGTR GIRDER TIED014NS WITH AND APPROVAL GALV. COMMON NAILS. NAILS. (2) j" x 5"TITEN HD TO CMU AND (18) SDS J" x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDCAN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM ip O1C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN- A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 2" COVER & T APART B ALLOWABLE UPLIFT = U:2365 LBS, L:1430LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 1Y2705 LBS(2 PLY) C ALLOWABLE UPLIFT = 8885 LBS(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 3 1a 1b 1c GIRDER CONNECTOR(S) CALE:34"='_0" 2a 2b 2C TYPICAL ROOF SCALE:3/4"=V-0' GIRDER CONNECTOR(S) 9.0" MAX (W/IX4) OR 10-0- MAX (W=4) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE ix4 DIAGONAL BTM. CHORD vLl NZNI BRACING, SEE PER ELEVATION 77 PLAN FOR LOCATION H TSF S MAY NOT BE 0 C PER EL VAT ON SFCIIRF I -JOIST TO TOP PI ATF PRE-ENG IJOIST Sm BATJ®tBLOCK LSTA12 20 GAUGE 4500 3/4"WOOD PANELS WOODPANELS W/ 10dx12 HOG COMMON NAILS. BWO (2)12" WOOD PANELS ®EACH END TOTAL OF 10 80 22 12" WOOD PANELS 90 2X LUMBER Jr BTM. CHORD R WOOD ROOF TRUSSES 2x4 BLOCKING BETWEEN (2) 2X4 W/ (3) 12d I E0. RE /////��-- X BRACING IS STR SSE EPRESENT AT TRU SS COVER 5 TRUSSES) BRACE TO 4,-0" O.C. (AT SHEATHING W 1. `— 518" GYPSUM BOARD OR 12" HIGH - w/ (2) 12d TOENAILS 0'-0" TO 30"0" (1) "X' BRACE DOUBLE TOP PLATE STRENGTH CLG. BOARD60- LVUI-JOIST WITH 30'::X TO ACE (3) "X" BRACE TO BLK WI 12" DIA TE () "X" BRACE � CENTER BACKER BLOCK (21) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT WI 2" FROM CENTER TO END. WASHER SET IN HIGH 2x4 OR 2x6 WOOD BEARING 1x4 BTM. CHORD BRACING 9-0" O/C END WALL OR OTHER STRENGTH EPDXY 9' WALL W/ SYP No 2 STUDS SEE MAXE., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA MIN. EMBED. AT 37' ' PLANS FOR SPACING. SINGLE 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN SEE ARCHITECTURAL PROVIDE BLOCKING MAX BTM. PLATE TO BE PT. COMMON NAILS AT EACH CHORD PROVIDE DEL. TOP PLATE 12" GYP. WL. BD. INTERSECTION TYP. PRE-ENG GABLE TRUSS SECURE PLATE W/ TOs 8" ° STIFFBACK (ASPER O. C. MAX BTM. CHORD BRACING TRUSS ENG) CONT 2x4 SECURED W/ r,9ECUREBT, PLATE TO HTT4 W/ 5/9' A.B. WITH 0 SCALE: 3/4"=1'-0" (2) 10d s C EACH TRUSS SLAB W/10d MASONRY NAIL MIN. 7" EMBEDMENT TO BE INSTALLED 12" O/C STAGGERED. TO SLAB & (18) 18d xADDIT10'-0" O.C. MAX. CONNEONAL CTORS TALNOT POSTTOILS TO STDIRPECTLY PERPENDICULAR TO I -JOIST Ll CONNECTORS NOT REQUIRED WHEN NO ON SLAB (2) 2X12 UPLIFT IS PRESENT. 24" MAX W/ 24" MAX W/ 9' MAX. END SYP. P.T. SEE SCHEDULE FOR OF SHEATHING Idolsr IJOISf SPACING FRONT 4^ SEE FRAMING PLAN TYP. TYP, j"y BOND BEAM RED. LEDGER 4^ , END OF a• • • LEDGER aoF • e LL • BOARD (2) 2X12 SYP P.T. (2) 314" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR - G)��ONNECTION L.B.W. LVLMOOD POST CONNECTIONS BE USED PERPENDICULAR W/2"WASHER&5V7 LEDGER :@ WITH IJOIST MIN. EMBED.(TVP) BLOCK WALL W/ GABLE END 3/4"=V-0' (NO UPLIFT) O SCALE: 3/4''=1'-0' , PRE-ENG'D TRUSS SCALE: 3/4"=l'-0' PARALLEL TO I -JOIST (2) 2X8 TRUSS ERG.2/' MAX. W/ 2C MAX. WI W MAX. END SYP. P.T. OF SHEATHING IJasr IJOIST sPACIND FRONT SEE FRAMINGPLAN TYP. TYP. LEDGER W END OF w Tod LEDGER in s --NOTCH DEPTH 1/4'D d • • o O BOARD z HOLE EDGE>5/8" i 2X8 SVPPT. Wl4" !"TAPCON ny m= THE USE OF ALTERNATE MATERIALS MAY BE HOLE DIAMETER LEDGER BOARD TO W/ 3" MIN. EMBED REAR ay. v a M sn:T: ABBOTT PARK LOT #40 BLK #7 r R0amT* 4 1 00-40071 MODZ A 3EEB ' 2260—ELSTON OARAOX sQLNO: LEFT 1 PAOM: DETAILS (I— JOIST) USED SO LONG AS THEY CONFORM TO THE 160 MPH C < 2/5'D SGL. STUD BE USED PARALLEL TYPICAL LEDGER �= OUTER MOF TOI-JOIST FOLLOWING SPAN ONLY 1, ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 9' ALL AROUND BOLT. EDGE >5/8'• 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS ,,,�r—HOIE A - SIMPSON IUS1.81/16 G < 1400LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/JBOLT, 5" MIN. 3. ALL BOLTS TO HAVE WASHERS, A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EMBED (14) 10d GALV. COMMON NAILSTOHEADER FL#17241 4. EXP. BOLTS/J-BOLTStTITEN BOLT SHOULD NOT BE ANY CLOSER THAN U' O/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL(Ft AND F2) LOAD CAPACITIES EMBED P((11O41) 10d GALV. COMi400 MONLNAILS TO HEIAIDER EL#1724 WEDGE-BOLT/J-BOLT, 5" MIN. 5, ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED 70 BE P.T. AS THE ONE ROOF TRUSSES ARE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED To LATERAL LOADS DUE TO WIND FANNDD RAND REQUIIRE C-SIMPSON MIU3.58/16G< 2900LBS, U< 210 LBSW/(4)3/4'-WEDGE-BOLT/J43«.T, 5"MIN, EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12' GALV. NAILS TO JOIST FLOOR JOIST LEDGER SCHEDULE THE CONNECTIONS INDICATED. AFLATOR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 4 a' FL#17241 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE BOLT SIZE YIIN. END DISTANCE fNTR#L 8iACR7G BTM. HOLE DIAMETER D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5" SUBJECT TO F7 AND F2 FORCES. PLATE < 3/5'0 DBL. STUD MIN. EMBED (16) 16tl GALV. COMMON NAILS TO HEADER AND (10)18d GALV. NAILS TO JOIST q DOUBLE SYP 2x8 1/4" 8" 24" O/C MAX. B DOUBLE SVP 2x12 (2) 3/4" 8" 24" O/C MAX EL#25749 E - SIMPSO MIU4.75/18 G < 3455 LBS, U < 210 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. NO FL#17241 A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. S. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4"x IW EXP. BOLT/J-BOLT/11TEN BOLTS DAR j& 09/21/21 W/ 5-1/2" MINIMUM EMBEDMENT STUD NOTCHING WOOD LEDGER C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPTATENDS OC.AI+HSCI�4"=1e—O" AND BORING LIMITS ATTACHMENT DETAIL WOOD LEDGER DETAIL I -JOIST ALTERNATE MATERIALS aHmalx 8 SCALE 1 1/T=1'-0' SCALE 3/4"=1'4' 1 O 11 s 3.1 A SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-d' SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON FIB W/ (8)8d COMM--n - EACH END kJOIST / J PLATE STRAPS W/ IDd x 1 1/2" HOG NAILS WALL / FLOOR FRAMING, 2 I -JOIST PARALLEL TO WALL SCALE: 3/4"=1'-0' 8" CMU WALL REINF. PERPLAN R ELEVATION PER ELEVATION iL 2.4 P.T. CEILING NAILER W/ MASONRY NAILS 12' O.C. 1X2 FIRE -STOP #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED AS SHOWN DBL. 2X8 SYP#2 LEDGER. I SEE FLOOR JOIST LEDGER SCHEDULE, 10/931A 8"CMU WALL —}" X 6" TAPCONS REINF. PER PLAN ELEVATIONPER IJOIST (SEE,, FRAMING PLAN) z PER ELEVATION 24" MAX. (2) 2x4 P.T. W/ MASONRY NAILS a 12' O.C. SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL 1X2 FIRE -STOP #8 WOOD SCREWS x 2" LONG @ 3" O C.; STAGGERED OFF CENTERLINE 3/4" AS SHOWN (SEE ' FRAMING PLAN) I JOIST DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/83.1A. SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL 4 SCALE: 3/4"=1'-0' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS V-U* O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) (Q 21V" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR LOCATION FOR STRAPPING �..� VERIFY PRE-ENG ROOFTRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN 'IRL=TO TOP PLATE 5/8" GYPSUM BOARD OR 1R" HIGi W/ 112" DIA. ANCHOR BOLT W/ 7' A - SIMPSON MTS12 STRENGTH CLG BOARD 4x4/4x6 SYP NO, 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w1(2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MT812 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 218 P.T. U < 1420 LBS W/ (14) lDd BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP Na 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL TOP PLATE PROVIDE BLOCKING :0; 8 MPSON SPH4 OR SPH6 BTM i/2" GYP. WL. BD. AND TOP PLATE ANCHORS W/ 1 Od x 1 1/2" COMMON NAILS SECURE BT, PLATE TO SLAB Wl FILL ALL HOLES, DO NOT USE 1/2"x9" WEDGE ANCHOR W/2' TRUSS/r/VOOD POST CONNECTION CONS. 2x4 SECURED LWt ED 10d's EACH tOd x3" WASHER SET IN HIGH STRENGTH TRUSS TO BE INSTALLED (� 10'-0" O.C. MAX. EPDXY 5-1/2" EMBED. MIN. @ 16' 1 Oa 10b 1 OCi SCALE: 3/4"=1'-0' OC MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL TFRM TO PGBl�1 SCALE: 3/4"=1'-0" 'a A - SIMPSON MTS-12 U < 990 LBS WI (14) 10d GALV. NAILS. E • 8 - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS,(1)5/8—A.T.R. TO HDU4 AND (10)1/4" X 21/Z'SOS 7O POST 9a gb TRUSS CONNECTION L.B.W. POST TO BLAB CONNECTION SCALE: 3/4"=1.0 A - SIMPSON ABU44Z POST BASE <U: 1,900 G5,660 W/ 5/8 DIA x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA x 6" EXP. BOLT C - 81MPSON HTTS POST ON SLAB <U.4,565 W/ 6/6" AB. WITH MIN. T' EMBEDMENT TO SLAB 8 (26) 16d x 2-1 0NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 w bd"Ig"group.wm AA N: O003325 2 0 small. At LOT: ABBOTT PARK LOT #40 BLK #7 PMOJWT# 0418 .000-4007 xoaat.t 3EEB "2260—ELSTON" GARAGA BWXNQ: LEFT 1 PAGM DETAILS (I —JOIST) 160 APH E 4 2.1 b W N v i� � TOPS OF DECK 4 O r��----------__� I-, OPEN I L�-- /------`` —` =J io v 29'-8" SECOND FLOOR DECK PLAN SCALE: 114" = 14" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdmlgngrouP.com L AA M: 0003325 h O astnml I. &a LOTS ABBOTT PARK LOT # 00 BLK #7 rlto mCTp 04 81.000-40071 MODECU 3EEB "2260-ELSTON" GARAum BVFXNG: LEFT PAdm: SECOND FLOOR DECK PLAN 160 MPH EXP. I09/21/21: 1/4"=1'-0"T S4 DBL. TOP PLATE CONT. (3) 2xl2 HEADER PROVIDE 1/2" PLYWOOD FILLER(S). NAIL DBL. TOP PLATE LAPTOP PLATE A MIN. OF 46' a ALL TOGETHER W/ 16d CONT AND NAIL W/ 16d COMMON 2x HEADER SEE PLAN FOR SIZE COMMON NAILS, 2-ROWS, 6' — — NAILS, 2-ROWS, 4" O.C. BTM. Q AND QUANTITY PROVIDE 1x 2x6 BLOCKING FOR SHUTTER O.0 LAP TO OCCUR OVER STUD INSTALLATION. PROVIDE 12" WOOD OR 1/2" PLYWOOD ti FILLER(S). NAILALLTOGETHER PLYWOOD FILLER(S). NAIL W/ 16d COMMON NAILS, ALL TOGETHER W/ 16d b 2-ROWS, 6"O.C. COMMON NAILS, 2-ROWS, 6' s h O.0 2A23' 2xtas 2} SHORT 2x STUDS BETWEEN HEADER ABOVE AND ® FRAMING DIRECTLYABOVE (1) 2x6 FLAT TOE NAILED TO 314" DIA. x 8" MIN. EXPANSION WINDOW BOLT W/ 3x3 OVERSIZED JACK STUD NAILED INTO O WASHERS PLACED 16' O.C. 4" INSIDE AND OUTSIDE PLY OF MIN. CONC. EMBEDMENT SECTION AA FILLER BELOW W/ ied 81 .FRAMNG COMMON NAILS, 6' O.0 ® SHORT 2x STUDS I ❑ BENEATH WINDOW SILLS 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/2' O PLYWOOD FILLER(S). NAIL (5) 2x STUDS IN CORNER, NAIL 2x MID -HEIGHT BLOCKING ro ALL TOGETHER W/ 18d THE (3) CORNER STUDS AND ANY PLYWOOD SEAMS COMMON NAILS, 2-ROWS, 6' TOGETHER W116d NAILS, 3" W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR O.C. O.C. END 6 Z SIZE AND QUANITV PROVIDE ix WOOD FILLER(S). Q NAILS ALL TOGETHER W/ 16d SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 6' SIMP80N H10A W/ 10d x 1 12" O.C. P GALV. COMMON NAILS, FILL 6IMPSON SPH4 OR SPH6 LAP A LACTOP PLATES ORNER, ALL HOLES OR SPHB TOP & BOTTOM 2' STUDS TYPICAL 4' l 1MIN TOP PLATE SPLICE STUD PLATE TIESW10 NAILS 1 ® SPACING SPECIFIED (4) 2x STUDS IN CORNER. NAIL Q AND NAIL W/ 18d COMMON 1/2" GALV. COMMON NAILS ON PLANS THE (3) CORNER STUDS NAILS, 2-ROWS, 4" O.C. (AT EACH STUD) FILL TOGETHER W/ 16d NAILS, 3" QpL Lp�' EVERY HOLE. DO NOT USE �\ O C pQ 3" LONG NAILS / \ f BTM. MEMBER OF TOP —d 1 G I PLATE SPLICE MUST OCCUR OVER STUD. LSTA18 W/ 10dx3" GALV. COMMON NAILS, (7) EACH END TOTAL OF 14 4" NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO TYP. ONLY FL#17244 ,JACK STUDS SEE SCHED OR # STUDS g UNDER b HEADER SEE SCHED FOR # FULL HEIGHT 2x STUDS ' 3/4" DIA X 8" MIN EXP. BOLT" 4" tO 4" 3X3 OVERSIZED WASHERS PLACED 4" 3 TYP. TYP. 32" O/C 6" MIN CONC.EMBED. TVP. C-C 16" MAX. 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2)16d NAILS EACH END NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2) 2x8 (2) 2x8 (3) 2x8 (2) 2x10 (3) 2x10 (2) 2x12 (3) 2x12 BIUD SPACIM3.1B'OA. 81tIDSPAQ70.2CO.C. 0-2fl n C0 N t U 2 2x4 2 2z4 (3)2x4 13)2x4 9PAN KINGS SPAN KINGS 2x6 (2) 2x6 (2) 2x8 (2) 2x6 (2) 2x6 2) 2x6 (3) 2x6 3 .4 ft 0-2ft 3 - 4 ft 1 2 0-2fl 3 - 4 R 1 2 2x4 2 2x4 2 2x4 2 2x4 (3)2x4. (3)2x4 2x8 12.6 2x8 2) 2x8 2) 2x8 (2) 2x6 (2) 2x6 (2) 2x8 5-eft 2.4 2.4 (2)2,4 2 2x4 2 2z4 (2)2,4 (2)2,4 5-6ft 3 5-6R 2 2x6 2xS 2x6 2x8 12) 2x6 (2 2x8 (2) 2x6 7 - 8 ft 3 7 - 8 fl 3 2x4 2z4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 7 - 8 ft 9 - 10 ft 5 B -10 R 3 2z8 2x8 2.6 2x8 2x6 2.6 (2) 2x6 9 - 10 fl 2z4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 10- 12 ft 5 10-12 R 4 2.5 2x6 2x6 2x6 x6 2x8 2x6 2x6 10 - 12 ft 2x4 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2x6 2x8 2x8 2x6 2x8 2x8 2.6 2x6 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL SCALE: 314"=1'-0' 16" MAX. PROVIDE (3) STUDS (d,)NAIL STUDS CORNERS LAP TOP TOGETHER W/ / NAIL STUDS -�" x—PROVIDE(3) STUDS@ TOGETHER W/ CORNERS LAPTOP (8/ PLATE MEMBERS 12d 12' O.C. 12d @ 12' O.C. PLATE MEMBERS PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS 0 —//// PLYWOOD SHEATHING, "ROOFNJALL/FLOOR SHEATHING CORNERS LAPTOP SEE"ROOF/WALUFLOOR FASTENER SCHEDULE' PLATE MEMBERS SHEATHING FASTENER 16" MAX SCHEDULE" PLYWOOD SHEATHING, SEE "ROOFM/ALL/FLOOR SHEATHING FASTENER SCHEDULE" C2 D Cl PROVIDE STUDS® EXTERIOR MASONRY / WOOD CORNERS LAPTOP CONNECTIONS PLATE MEMBERS PLACE 30# ROOF FELT BEHIND 2 SCALE: 1 112'=V-0" VERT. STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 12d @ 12' O.C. 112" DIA. SIMPSON TITEN BOLTS 5" MINIMUM 1f2" DIA. SIMPSON TITEN BOLTS 5" MINIMUM PLYWOOD SHEATHING, SEE —� EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOF/WALUFLOOR SHEATHING CELL, 6" FROM ENDS AND CELL, 4" FROM ENDS AND FASTENER SCHEDULE" 16" O/C, VERTICALLY MAX 18" O/C, VERTICALLY MAX /"�9 CJ NAIL STUDS TOGETHER W/ 12d @ 1710,C. • SHEATHING ON INTERIOR OR A B EXTERIOR OF WOOD WALL (1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT (1) 2x TO BLOCK ON 2x4 WALL (2) 2x TO BLOCK ON 2.6 & 2x8 WALL BEHIND VERT. STUDS SO AS (2) 2x TO BLOCK ON 2.6 & 2x8 WALL TO SEPARATE WOOD AND MASONRY/ CONCRETE(TYP.) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 C QQC A R R F fHv=xv a LOT: ABBOTT PARK LOT #40 BLK #7 PROJWT/# 04181.000-40 71 "OlDmia 3EEB "2260—ELSTON" GAPAGZ awu�ctz 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 12" 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/ lGd 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. S. 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 REVIEWAND 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 PBS38, .177" " x 2 7/8" LONG, WITH WASHER Q IW 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 0'4)", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DEWR FTT10N REMARK 1O (2)2xe (2) 2X12 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fc P&) Wx REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8,16 (1)65 (1)Y5 NA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)il5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES BF8-iT/OMNB y UNO PROVIDE BB2 WHERE ROOFTRUSSES BEAR. TOP OF WALL i EL. IT-4"UNO s t rT'" SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdmtgngmupmm L AA A: 0003325 gpF� evaaiv. as LOT ABBOTT PARK LOT # 00 BLK #7 IrmonwTilp 4 8 .00 -4007 MoDzu 3EEB "2260—ELSTON" GARAGm > WDCGS LEFT PAGL: SECOND FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. Aj 2 AMNO93 Franrr Dw09/21/21 OCAUM 1/4"=1'-0" Q1icT S5 "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8ro-06 18.1 t 1T/OB 1T/OB 1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8!&1T Bne-1T 8120-1T 812A 1T erg 1r ers2 tr 8616 elrn 1Tn trn iTnB 1vi6 eJe2T 81162f 81202T 61242T 6l262T 8/822T 3' 8' PRECAST 1436 952 3114 4217 5321 6426 7531 3' 8' PRECAST 889 1024 3' 8' PRECAST 1560 3524 4394 5203 6132 7001 2486 efts eee5 7708 9031 t0000 15e0 3624 4384 5283 8132 loot PRECAST 1065 700 2305 3125 3945 4M 007 4'-0' PRECAST 514 763 4' 0" PRECAST 1363 30M 3815 4570 5325 am4'-0' 1981 6113 7192 6624 MT 8751 1363 90e0 9815 4670 6926 8070 4'4' PRECAST 819 533 1770 2400 1 3033 380e 1 43M 4'-0" PRECAST 398 591 4'$ PRECAST 2682 3375 4043 4711 5379 180 U43 7547 6752 W41 7565 2707 3375 4043 4711 GM 6 4" PRECAST 931 1247 1999 2560 3123 36M 4249 5'-4" PRECAST 411 411 S-4" PRECAST 1800 2374 2044 3613 4084 t919 448D 7198 7342 5780 gRp k12Dffr 227e 2896 3309 3961 4084 V-10• PRECAST 817 1024 1631 2090 250 3000 3470 5'-10' PRECAST 340 330 V-10" PRECAST2D8o 14M 1971 2443 2016 3367 1181 3593 5877 am e548 s776 258g 3107 382D 4139 8'-8' PRECAST 892 1130 3227 W31 3707 4983 s9e1 81-8' PRECAST 410 721 8'-8" PRECAST 1201 1578 19M 2332 2709 1139 32V 4508 7064 10000 8�5 895 1ee6 2329 2790 3251 3712 T-8' PRECAST 570 6n 2498 2205 2696 3191 305 T-0• PRECAST 303 534 T�8 PRECAST 716 900 1181 t462 1743 2D25 938 2498 3406 4664 7007 6472 n7 1824 2025 2425 2e27 3228 9'4" PRECAST 428 633 15e8 2204 2487 2018 2821 9,4' PRECAST 192 384 9'-4• PRECAST 454 Lee 787 948 1120 1310 639 1074 2206 3081 4099 4BBe 572 1318 1643 1966 2164 2510 1d-8" PRECAST 388 497 1247 1757 1904 2163 2028 1d8' PRECAST 161 301 1d-8" PRECAST 356 465 $12 766 699 1042 650 1407 1897 2781 3222 3784 504 1180 1472 1753 7710 lose 11 4' PRECAST 330 544 1312 1742 2252 2R8 3630 11' 4" PRECAST 132 417 11' 4" PRECAST 430 408 530 663 777 872 644 1312 1742 2262 2868 3562 488 1042 1372 1849 1470 1710 12'-0' PRECAST 308 607 1210 1698 2048 2586 3191 12'-p' PRECAST 111 370 12'-0' PRECAST 383 300 476 507 age 783 607 1210 1698 2048 2686 3171 440 940 1900 1560 1914 1478 174' PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13W PRECAST E8 303 303 464 575 646 414 1045 1365 1732 2316 2805 9B6 780 1067 1312 1071 1203 14'4" PRECAST 254 386 978 1272 1e06 198E 2279 14'40" PRECAST 71 293 14%W PRECAST 270 us 300 443 526 e09 300 978 1272 leas 1960 239p 378 717 951 1192 975 1133 14'$' PRESTRESSED N.R NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 we an 740 us 468 1079 1429 1824 2277 2712 246 ee9 9E 1237 1474 1715 15141 PRESTRESSED N.R. NR NR NR NR NR NR 15'4" PRESTRESSED N.R. 252 15'-4' PRESTRESSED 224 w 464 574 e84 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T4• PEED N.R. NR NR NR NR NR NR 1T-4' PRESTRESSED N.R 183 1T-4" PRESTRESSED 187 326 385 451 e67 680 300 US 1121 1413 ON 2D47 192 506 720 501 1135 1312 19'r/• PRESTRESSED N.R.19' NR NR NR NR NR NR 4" PRESTRESSED N.R. 148 18'�' PRESTRESSED 102 286 348 430 513 505 235 736 999 1200 1467 1716 1es 429 023 803 EO 1006 21'4" PRESTRESSED N.R.21'4' NR NR NR NR NR NR PRESTRESSED N.R. 125 21'4' PRESTRESSED 142 210 306 381 454 527 180 696 833 1038 1168 1488 142 979 837 890 818 949 22'-0" PRESTRESSED N.R NR NR NR NR NR NR 22-V PRESTRESSED N.R. 118 224r PRESTRESSED 137 no 290 359 428 497 105 550 784 902 1203 1381 137 369 513 00 779 900 24'-0' PRESTRESSED N.R- NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 245 302 12418 12D 45 460 864 82t 1014 1147 124 919 456 561 561 680 867 793 799 - ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2016 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 d N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA 8: 0003325 ro 0 [xnmlxv. as LOTS ABBOTT PARK LOT #40 BLK #7 PROnwTp 04181.000-40071 MODEM, 3EEB "2260—ELSTON" GARAGE 91WIINGS LEFT PAGE: SAFE LOAD TABLES %160 MPH EXP. C `AA NO J DATEk 09/21/21 [CALF: 1/4"=1'-0" [BEET S5.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/(9)10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: S IMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: 8IMPSON H10A OR LGT2 W/ IOd 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. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE 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 REVIEWAND 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 P8S38, .177" 'x 2 7/8" LONG, WITH WASHER Q 18" 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. TRUSS MANUFACTURER/ ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x8 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 TOASTEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ROOF FRAMING PLAN SCALE: 1/4" = V-0" SEI 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH; 407-774-6078 FAX:407-774-4078 www.abdeskgngroup.eom AA #: 0003325 J 1113333rrrr �. p�� Q POOR a# LM ABBOTT PARK LOT #40 BLK #7 PnonwT* 04181.000-40071 U0DE7t 3EEB "2260—ELSTON" GAICAGE aWMW0s LEFT PAGE: ROOF FRAMING PLAN 160 MPH EXR. C L AR NO WM J DRMT w09/21/21 scAr.E:1/4"=1'-0" a23EET s6 -�F m ROOF > ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE i = 81.20 PSF (71.20) ZONE 3 = 70.70 PSF (80.70) ZONE 2e = 70.70 PSF (80.70) ZONE 3e = 82.90 PSF (92.90) ZONE 2n = 82.90 PSF (92.90) ZONE 3r = 90.80 PSF (100.80) ZONE 2r = 82.90 PSF (92.90) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL ROOF D#APHRAW FOR ASPHALT SHINGLE ROOF, USE MIN 19/37 STRUCTURAL SHEATHING EXP1 40120 FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19132" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 101 RING SHANK GUN NAILS ®4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH I OIA. TENSILE STIR. SHANK ASTM 10d RING SHANK 21/7' 0.131 F1857 SCREW SHANK 170,000 RING 1 6-20 RINGS PER RSRS-03 8d RING SHANK 2 3/B' 0.113 SCREW SHANK INCH) RSRS-01 8d RING SHANK PNEUMATIC 2 3/S' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 112" CDX OR 7/16" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: 10d NAILS C 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS 0 4" O.C. ON EDGEAND 4" O.C. IN FIELD ZONE 3,38, 31 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 BE RING SHANK GUN N0Q•OC. TOP B BOTTOM EOGDCES z ya B TYP. EXT. SHEATHING ATTACHMENT r I to �rc I rcux ROOF SHEATHING Z F=- 00 5 3 m + BUILDING LENGTH L ROOF SHEATHING LAYOUT X- ANDENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4#2 SYP BLOCKING (M 18" O.C. FIRST 4 SAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 101 RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING \ #8 2" DECK SCREWS C 6"A" O.C. MAX Q EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ) TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES, ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE VIV. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONSAND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. GS. CONSULT PROVIDE 6 VD%Aft ENTRAINED CONCRETE 00'0.°ED TO EARTH OR MEATIER NONLBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS, APPUCABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSB)EDGESOF CONDPETE ARE TO BE CHAAFER®3J1'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER Fb = 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE L#DBRALL SABSONGROM'DWIERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED NTH AgE96F TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENRON LEVELS OF 0.25 POP OF A BORATE PRESERVATIVE TREATMENT: DI SODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK 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 SPACING 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 WTH AG 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,`RECOMMENOEO 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 DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER F13CR 2020, 7th 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 WTH 2. STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS, SYP 02. 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 INDIRECT CONTACT WTH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0OWJS. WELDED WRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND S1TE PREPARATION AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-0.00, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAW NGS. 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 A819615M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLE I ACCO RDANCE MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT-0IPPEO GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAW NGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATELONNECTED 20 psf TOP CHORD non-concunent REVIEW. TVP. MIN LAPS SHALL BE AS FOLLOWS, #4 BAR - 25" #613AR - 36" WOOD TRUSSES. 10 psf BTM CHORD non-concumnt p #5 BAR - 30" #7 BAR - 42" PROVIDE 38"x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIEDTO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF 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/ASCE 7 88: 1990. 16 pat TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WTH DEAD LOAD TO RESIST W ND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PST WIND: DEADLOAD SPEED=160 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF& FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WTH 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: 40pef, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS' 50pef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 31 STAIRS: PROWDE ENGINEERED SHOP DRAW NGS 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 WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY 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 STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY 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 WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL 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. R ANCEWTWO-CELL MANUFACTURED IN CONFORMANCE WTH ASTM GRADE =ROLL PSI. BLOCK SHALL BE PLACED USING 90,AY-UP OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING VIAND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW NGS SUBMITTED REVIEW WILL RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM LC R RUNNING BOND UNLESS OTHERWISE SE NOTED. LAY11P MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS LAS OF S 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 WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476 AND SHALL PROVIDE A MIMMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. E COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10", USE ONLY MECHANICAL VIBRATION COURSE ATI TO CONSOLIDATE GROUT. FOUNDATIONS SITE PREPARATION' FOOTINGS WERE DESIGNED FORAM ALLOWABLE SOIL BEARING PRESSURE OF 2,ODO PSI, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREATALL SOIL FOR TERMITE PROTECTION, CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SWILL BE RE -COMPACTED AND RETESTEDAT 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 MIMMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLABGNGRADE 3,000 PSI REGULAR VYEIGHT FOR BEAMS, COLUMNS, ANDS" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' d- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH AL THE REQUIREMENTS OF ACI 318 AND ASTM C94C94M OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSTION SHALL NOT EXCEED 90 MINUTES. IF FORAM' 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 WTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERIMANBJTLY OPOSED TO EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EPRTHAND/ORWEATHBF 1-1YC FOR 05 AND SMALLER 2' FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS WALLS AND JOISTS 1-1Q" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CM CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR 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 WTH 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/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy - 46 W. STRUCTURAL PIPE SHALL BE ASTM A53IA53M, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETEFILLEO IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIUTION .1. 1TYPE SPACING -MARKS AT IGATKDN SAL: 1. SPAQNG REMARxS I#PT NRRING 70 MMGNw Icmc CASE HARDENED CqL NHL I III LONG 6"OIC MICE DOOR BILK OTOMASONRY/WNC. A A91St TAPCON MASONiY F IA 60� I1n"EMBED., A -SADIST., 114"EDGEDIST SOD, AL.ETDOORS CMEHARDENEDCOIL S`OIO WINDOMNDOORIFASTENED —AGEDOORax1( MDAOR 16'OICI316`DN) 1"EMBED., a"ENDDI9T, SEENOTEB NAL I IIT'LONG. BTAGGFAEO INIGMASC-R".- TO MASON —ANC t2°DA w/ WAD ER E%PAN910N BOLT lP'O`D(IIYDIA) S" —DST. WNDOWEIIat EHARDENEDCaL ANAL S"OIC WINDOWIDOCRIFASTENED METALSTRAPTO CONTACT THIS ENGINEER FOR SPACING I. PT. SEENOTE6 I —LONG STAGGERED INTO WSJNRYtCONC. MASONR mc. REQUIREMENTS. EXT. SNWO ODOR q)3I1 "TAPCO�N 11IT EMBED B- END 16"� BUCK lx PT, SEENOTE6 OWAEHER FAST- D T., 1I11"EL)GEDET. &MIX D130°PAFx 31e" S.-1`ENO DIST.,t 12' TT�-Nm . P OSNEEL OIL, eEE WASHER STAGOStEO EDGE OTT OTE6 WI NOTT 1LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BEM PER MANUFACTURERS SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAIEDABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR NTH A WOOD DOORFRAME. 1x MEMBERS ARE WALED AND 2,MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 7 I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesIgngmup.com AA #: 0003325 q I� ib Y w K C d A Z ti mulmiv. S6 LA7t ABBOTT PARK LOT #40 BLK #7 P3�Jl7QT* 04181.0 0-4 071 mon3 , 3EEB "2260—ELSTON" GARAGZ Bann: LEFT PACE: DETAILS 160 MPH EXP. C 2 DATM 09/21/21 IIII 1/4-=1'-O- Q1'rmw S Y \ 1 4 FASCIA WOOD BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED SOFFIT O 1 THRU SOFFIT AT NAIL \ n II HEM AND IN VALLEYS 'tdl ® FASCIAS II `J-CHANNEL 30 -Wlll k MAX. DETAIL A FASCIA 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) 70 STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @ 12" O.C. MAX (INTO OWOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 STAPLES INSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. B' MAX.-.cI io- DETAIL D O STAPLES INSTALLED J—CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT----' 30 J-CHANNEL-/ J' N DETAIL E J—CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'U--� ►--SPAN 'Ll---.k SEE DETAIL'A'—o" 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 Amb (NOTEA ) OFFIT SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END 0❑ BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER BY OTHER EMB. WOOD BATTEN CHANNEL 30 v DETAIL B J—CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 70 STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O SOFFIT NSTALLATION SCREW, 0 J-CHANNEL BATTEN ATTCHMENT ® 8' 1 FASTENER SPACED 24" 90 MAX O.C. STAPLES INSTALLED@ DETAIL C 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL J—CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR TRUSSMOIST/RAFTER BY OTHER 2 1/4„ NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" 90 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 'eeee+;=+ii •eeeee;=e==: i�::•::' 13,519 .ir ••...:;rre.. ;;.•::::•. •...ra' .375 EAVE WIDTH "t='ieii: .375 (ROOF :;rr: .4 3.625 3.625 OVERHANG) 5 \ .O8 .03 12 CONCRETE; e4 CMU OR WDOD �— V� (NOTE:1) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWigroup.eom AA #: 0003325 q o 6 I N W f 0 IA UNWIV. aBBOTT PARK LOT #40 BLK #7 AOJMT# 04 1.000-40071 MoDzu 3EEB "2260—ELSTON" GAP-kGa 8WD90: LEFT PAas: SOFFIT DETAILS 160 MPH EXP. C 76 cl��z� Apa3os D k